24827 PE-1206F
PrajectStatus Activ4 E.1\ l]r'INEER'►J REr IEW 5HELM'
As Bui#tPlan~s Received P1ats FiIe PE~120' `78,
Road Plaras Approved Carnpanton Files:
New RoadStandards 5=1 5-95 Mylar Related'Fy1e5: PE-1-206
Rearirig: Building DepG:
T8c1nical Reyiew;
❑ i=1a►vart~Rd Pta-n 0 Eng Special Fees
Pr~li~~ary Revitw; Type:
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Na Lots: 22 No. AcresB 6,6$
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F'~1~ FTP1'Y~C Water Source Fublic 46353.9074 46:354.9050
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C~ennett~ J Tuppex Surveyor
FIVE FIFTY LLC SarA Sue Marks
322 N. Unversit}, WYAT"T ENG-TMEFRIN.(5r iNC
l220 N. l-F4vwaTd St
SPQKANE, WA 99266- SPOKANE, Vut! 99201
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Fax {509} 328-04~3 www.wyatQ~~~eaningmcaan
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Date Sibmt~ed Descri~tion
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Eng Need 1~~aii7age Plans Ei7g Need Taaffic Aaialysis Eq Need 4the-r
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< BEFORE SPOKANE COUNTY DIVISION OF PLANNING
IN THE MATTER OF AN EXTENSION )
OF TIME REQUEST FOR PE-1206-78, ) FINDINGS OF FACT,
SUMMERFIELD EAST, AN ) CONCLUSIONS AND
APPROVED PRELIMINARY PLAT ) DECISION
THIS MATTER, a request for an extension of time from Five Fifty, LLC, c% Ken Tupper, has
been received and decided upon, pursuant to Spokane County Subdivision regulations (Section
12.100.118) and RCW 58.17.140.
FINDINGS OF FACT
1. The individual signing below has been properly delegated the responsibility for rendering
this decision by the Director of the Spokane County Division of Planning.
2. The original proposal was to subdivide approximately 91 acres into 2681ots for single
family dwellings with a Zone Reclassification from Agricultu.ral (A) to Single Family
Residential (R-1).
3. The subject preliminary plat was approved by the Hearing Examiner Committee on
Januaiy 30, 1979.
4. The proposal is generally located north of Wellesley Avenue, south of Forker Road and
west of Progress Road in Section 35, Township 26 North, Range 44 EWM, Spokane
County, Washington.
5. The existing zoning of the property described in the application is Urban Residential-3.5
(UR-3.5), previously established as Agricultural(A) zoning in 1961 and re-designated to
Urban Residential-3.5 (UR-3.5) on January 1, 1991:consistent with the Program to
Implement the Spokane County Zoning Code, and remains unchanged by adoption of the
Phase I Development Regulations on January 15, 2002. Pursuant to RCW 58.17.195 the
proposal does conform to the requirements of the existing UR-3.5 zone.
6. The Comprehensive Plan designated the area of the preliminary plat as Urban at the time
of application acceptance. On August 24, 2001, the Boazd of County Commissioners (BOCC) adopted a new Spokane County Comprehensive Plan (see Resolution # 1-0799).
1'he new Comprehensive Plan designates the subject property as Low Density Residential.
7. The subject property is located inside of the Urban Growth Area (UGA).
8. Spokane County has established specific criteria for considering the extension of time for
the expiration of preliminary subdivisions, specifically for regular subdivisions, and
department policy for short subdivisions. These criteria are found in Section 12.100.118
(Extensions of Time) of the Spokane County Subdivision Ordinance and have been used
as a basis for this decision.
Section 12.100.118 states that "The Director may administratively approve an extension
provided there are no significant changed conditions which would render filing of the plat
or binding site plan contrary to the public health, safety or general welfaze, and further
provided one or more of the following circumstances is found to apply."
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Extension of Time Findings File No. PE-1206-78 Page 2
1) That some portion of the existing preliminary plat has been frnalized since the last
extension was granted and the remaining lots would form a unified development
consistent with the original approval;
RESPONSE: Five (5) phases of the original preliminary plat have been finalized for a
total of 1591ots with 1091ots remaining to be finalized. The most recent phase,
consisting of 25 lots, was finalized in October, 2002.
2) That the preliminary subdivision, short subdivision, or binding site plan remains
generally consistent with the original plat or binding site plan that was approved, and
the sponsor has taken substantial steps towards finalizing the plat or binding site plan,
which shall include one, but is not limited to, the following:
a. surveying the lots within the development;
b. arranging for public services to the site;
c. obtaining necessary financing for all or a portion of the prel iminary subdivision,
short subdivision, or binding site plan;
d. the completion of studies or other requirements which were part of preliminary
subdivision, short subdivision, or binding site plan approval.
RESPONSE: The preliminary subdivision remains consistent with the original plat that
was approved. In addition, the applicant has finalized 159 originally approved lots,
with 1091ots remaining.
3) That at the time the preliminary plat approval was granted, development of the
proposal was conditioned upon the extension of public services which are not yet
available. This provision shall not apply to public utility extension which the project
sponsor would normally fund.
RESPONSE: Not applicable. .
4) T'hat administrative delays have caused the inability of the applicant to finalize the
plat within the five (S) year time period.
RESPONSE: Not applicable.
9. This is the eleventh request for a time extension. The total life of the preliminary plat has
been approximately 24 years.
10. The proposal has been circulated to all affected agencies and departments for comment.
Additional and/or revised conditions of approval have been recommended by the Spokane
County Division of Engineering and Roads. These recommended conditions of approval
are included below.
11. The applicant/owner should show substantially greater progress toward complying with
Section 12.100.18 of the Spokane County Subdivision Ordinance before requesting an
additional extension of time.
Extension of Time Findings File No. PE-1206-78 Page 3
CONCLUSIONS
BASED UPON A REVIEW of (a) the criteria for approving an extension of time of the
expiration date for a preliminary plat and (b) the above Findings of Fact, the following
conclusion is made:
The proponent has demonstrated progress toward completing the preliminary plat as
evidenced in the above Findings of Fact and there are no significant changed conditions
which would render filing of the plat contrary to the public health, safety or general
welfare. Therefore, a one (1) year extension of time is warranted.
DECISION
BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request
for application PE-1206-78 is hereby approved until February 1, 2004, and subject to those
conditions specified by the Division of Planning Findings of Fact, Conclusion and Decision
dated January 11, 1996, updated as follows: New conditions are illustrated in bold text and
revised conditions are illustrated as s44-l or underlines.
CONDITIONS OF APPROVAL
SPOKANE COUNTY DIVISION OF PLANNING
1. Threliminu lat is given conditional approval for one (1) year, specifically to
F"A4 e arrlicant may request an extension of time by submitting a written
request no later than thirty (30) days prior to the above expiration date.
2. The proposal shall comply with the Urban Residential-3.5 (UR-3.5) zone, as amended.
3. The final plat sha11 be designed substantially in conformance with the preliminary plat of
record. No increase of density or number of lots shall occur without a change of condition
application submittal and approval.
4. A final plat name/number shall be indicated before the final plat is filed, such
name/number to be -approved by the Planning Director/designee.
5. Appropriate road name(s) shall be indicated.
6. The Planning Director/designee shall review any proposed final plat to ensure compliance
with these Findings and Conditions of approval. 7. Appropriate utility easements shall be indicated on copies of the proposed final plat. _
Written approval of utility easements by appropriate utility companies sha11 be received
with the submittal of the final plat.
8. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all
private or public roads. The dedication sha11 contain the following statement:
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Extension of T' e Findings File No. PE-1206-78 Page 4
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de yard and rear yard setbacks shall be determined at the time building permits are
equested unless these setbacks are specifically drafted on this final plat"
9. Four (4) current certificates of title sha11 be furnished to the Planning Department prior to
filing the final plat.
10. Prior to filing all or a portion of a final plat, the applicant's surveyor shall submit one or
more maps outlined in red of the area being finalized. The scale sha11 match the
appropriate assessor's map scale.
11. A survey is required prior to the filing of a final plat.
12. The final plat shall indicate yard setbacks arc lengths on cul-de-sac lots which meet or
exceed the minimum frontage of the underlying zone of the final plat.
13. The Spokane County Planning Department shall prepare and record with the County
Auditor a Title Notice specifying a future land acquisition area for road right-of-way and
utilities. The reserved future acquisition area Title Notice shall be released, in full or in
part, by the Planning Department. The notice should be recorded within the same time
frame as an appeal and shall provide the following:
a. At least 20 feet of reserved future acquisition area for road right-of-way and utilities, in
addition to the existing andlor newly dedicated right-of-way along Forker Road.
b. Future building and other setbacks required by the Spokane County Zoning Code shall
be measured from the reserved future acquisition area.
. c. No required landscaping, parking, `208' areas, drainfield or allowed signs should be
located within the future acquisition area for road right-of-way and utilities. If any of
the above improvements aze made within this area, they shall be relocated at the
applicant's expense when roadway improvements are made.
d. The future acquisition azea, until acquired, shall be private property and may be used
as allowed in the zone, except that any improvements (such as landscaping, parking,
surface drainage, drainfield, sign or others) shall be considered interim uses.
14. The plat dedication shall contain the following statement for those lots located on a stub
road or temporary cul-de-sac:
"Lot(s) Block(s) are located on a temporary cul-de-sac/stub road. This
temporary cul-de-sac /stub street may be extended to provide access to adjacent
property and/or connect to existing roads or new roads as development and/or
circulation needs dictate."
15. The conditions of approval apply to the preliminary subdivision of record.
16. Subsequent extensions of time will only be considered upon a finding of substantial
compliance with Section 12.100.118, of the Spokane County Subdivision Ordinance.
17. That the sponsor constructs a 6 foot high chainlink fence around the entire periphery of the
retainage basin in the storm drainage plan.
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Extension of Time Findings File No. PE-1206-78 Page 5
18. That all construction will be monitored by the Spokane County Air Pollution Control
Authority to insure compliance with air pollution requirements and control techniques.
19. That the sponsor limits the construction activities from 7:00 a.m. to 6:00 p.m.
20. That the sponsor provides and constructs 6-foot sidewalks excluding curbs (in addition to
hose required along the pathways) and bike paths along the plat boundaries of Progress
Road, and Wellesley Avenue as required and approved by the Spokane County Engineer.
21. That the sponsor construct a 6-foot chainlink fence along the approximately 900 feet
common lot line shazed by this proposal and property owned by Tony Danelo, prior to
finalizing of any phase of this project. Mr. Danelo's property is legally defined as West
Farms Irrigated Tracts Plat #4, Blocks 113 and 112.
SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS
Prior to release of a building permit or use of property as proposed:
1. The conditional approval of the plat is given by the County Engineer subject to dedication
of right-of-way and approval of the road system as indicated in the preliminary plat of
record.
2. A Professional Engineer, licensed in the State of Washington, shall submit final road and
drainage plans, a drainage report and calculations that conform to the 2001 Spokane
County Standards for Road and Sewer Construction, the 1998 of the
Spokane County Guidelines for Stormwater Management, and a11 other applicable
standards. The plans and report shall receive the County Engineer's acceptance prior to
release of a construction or building permit or approval of the final plat.
3. Construction within the proposed public streets and easements shall be performed under
the direct supervision of a licensed engineer/surveyor, who sha11 furnish the County
Engineer with "As Built" plans and a certificate in writing that all improvements were
installed to the lines and grades shown on the approved construction plans and that all
• disturbed monuments have been replaced.
4. No construction work is to be performed within the existing or proposed Public right-of-
way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer.
5. All construction within the existing or proposed Public right-of-way is to be completed
prior to filing the final plat or a bond in the amount estimated by the County Engineer to
cover the cost of construction of improvements. Construction certification, "As Built"
plans and monumenting the street centerlines shall be filed with the County Engineer.
6. No direct access from lots to stub road 'connections until such roads are constructed to
County standards and established as county roads.
7. Road design, construction, and drainage control for one-half (1 /2) rights-of-way and stub
road connections are the responsibility of the owner, developer or applicant.
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Extension of Time Findings File No. PE-1206-78 Page 6
8. The proposed subdivision shall be improved to the standards set forth in Spokane County
Board of Commissioners Resolution No. 1-0298, as amended, which establishes ,
regulations for roads, approaches, drainage and fees in new construction.
9. A statement shall be placed in plat dedication that no direct access be allowed from lots to
Wellington Avenue, Forker Road and Progress Road. ~ 0
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10. Dedication of 20 feet of additionai nght-of way along Progress Road is required.
11. That the sponsor allocate and redesign north access road intersection at Progress Road.
Design standards for neighborhood collection arterial should be used.
12. That the sponsor provide 50 foot radius cul-de-sac rights-of-way.
13. That the sponsor provide and construct 6 foot sidewalks excluding curb along pat.tiway
routes as designated by the County Engineer, and shown on the preliminary plat of record,
and along Wellesley Avenue.
14. That the sponsor provide stub road connections, to the west, to access center of Tract 103
and south line of Tract 113 in West Farms Irrigated Tracts.
15. That the sponsor assume responsibility for reconstruction of Progress Road should flooding, caused through activities of the plat, cause damage to the road.
16. That the stub roads to the west be barricaded, by the sponsor, in a fashion acceptable to the
Spokane County Engineers.
17. There shall be no further finalization of phases, all or a portion of which is within the
Zone-A Floodplain, until engineering work is completed to evaluate the impact of storm
water runoff from Forker Draw as predicted in newly released FEMA maps and reports.
Storm water management plans shall be developed prior to finalization of any further -
phases. 18. A bond for the anticipated engineering inspection and certification portion of the project
shall be posted with the County Engineer prior to plan acceptance.
19. Condition No. 18 in Spokane County's Finding of Fact and Conclusions for PE-1206-78,
Sumerfield East are hereby amended as follows:
a. Within the development all lots shall be required to have site plan showing lowest adjacent
grade and lowest opening at least 2 feet above curb elevation for residence and concrete
gazage slab at lease 18 inches above curb elevation.
b. Each lot will require a floodplain development permit prior to any development (to include
grading, filling, excavating, paving, construction and other development activities).
c. Plat shall contain language identifying the area as a flood hazard afiea, alerting
homeowners of the requirements for developing within the floodplain.
d. No further plat encroachment or finalization of phases may occur within the Zone A
Floodplain without a CLOMR. -
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Extension of Time Findings File No. PE-1206-78 Page 7
20. The County Engineer has examined this development proposal and has determined that the
impact of this proposal upon the existing County Road System warrants the dedication of
additional Right of Way and the roadway improvements herein specified.
21. "The applicant is advised that there may exist utilities either underground or overhead
effecting the applicant's property, including property to be dedicated or set aside future
acquisition. Spokane County will assume no financial obligation for adjustments or
relocation regarding these utilities." "The applicant should contact the applicable utilities
regazding responsibility for adjustment or relocation costs and to make arrangements for
any necessary work."
22. Erosion Control: A Temporary Erosion and Sedimentation Control (TESC) plan shall be
prepared by a WA State licensed Professional Engineer and implemented throughout the
duration of construction. The TESC plan is to be prepared using best management
practices (BMP's) currently accepted within the Civil Engineering profession. The TESC
plan is to include, at a minimum, a grading plan, location and details of silt control
structures, and street cleaning program. Runoff from exposed areas shall be filtered prior
to discharging into a detention pond, swale, infiltration facility, or natural drainageway.
The TESC plan is to be included in the road and drainage plans. The applicant's Engineer
is to submit the TESC plan and supporting calculations to Spokane County prior to site
disturbance. The TESC major structures (such as silt ponds, silt traps) are to be installed
prior to other site work and the TESC measures are to be implemented and maintained
throughout the duration of conshuction, including house construction.
23. Any part of the drainage system that lies outside of the public right-of-way will neither be
maintained nor operated by Spokane County forces. Prior to plan acceptance by the
County Engineer, the Sponsor shall provide a mechanism, acceptable to the County
Engineer, for the perpetual maintenance of the stormwater drainage system. This
mechanism shall also provide for the funding of routine maintenance and the replacement
of the various components of the drainage system at the end of the service life of the
- respective components, and any other improvements that may be legally required in the
future. An Operations and Maintenance Manual for the stormwater management system
shall be prepared by the Sponsor's Engineer, and included in the project documents
submitted to the County Engineer for acceptance, along with a discussion of the design life
of the various components, a calculated annual cost for repair and maintenance, and a
calc ated replacement cost. Homeowners Associations are accepted by the Spokane
Co ty Engineer for carrying out the required maintenance functions and responsibilities.
24. ~ propriate provision shall be made that the following described property be held in trust
til the continuation of the streets be dedicated or deeded: A one (1)-foot strip at the
nds or edges of all streets that terminate or border the plat boundary. (Temporary cul-de-
acs are requued when streets terminate at the plat boundaries of the final plat.)
25. Individual driveway access permits are required prior to issuance of a building permit for
driveway approaches to the county road system.
26. All public roads within the plat shall be designed and constructed to Spokane County
standards.
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Extension of Time Findings File No. PE-1206-78 Page 8
27. The County Engineer bas determined that this project permit is exempt under the
Phase I Development Regulations - Section IV (B) (2b). Future time extensions will
require review by tbe Spokane County Division of Engineering for concurrency with
the Spokane County Comprehensive Plan.
SPOKANE COUNTY DIVTSION OF UTILITES
1. Pursuant to the Board of County Commissioners Resolution No. 80-0418, the use of on-
site sewer disposal systems is hereby authorized. This authorization is conditioned on
compliance with a11 rules and regulations of the Spokane County Health District and is
fu.rther conditioned and subject to specific application approval and issuance of permits by
the Health District.
2. Any water service for this project sha11 be provided in accordance with the Coordinated
Water System Plan for Spokane County, as amended.
3. Each new dwelling unit sha11 be double-plumbed for connection to future area wide
collection systems.
SPOKANE REGIONAL HEALTH DISTRICT
1. The final plat sha11 be designed as indicated on the preliminary plat of record and/or any
attached sheets as noted.
2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record
for distribution by the Planning Department to the utility companies, Spokane County
Engineer and the Spokane Regional Health District. Written approval of the easements by
the utility companies must be received prior to the submittal of the final plat.
3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane
County. -
4. Water service shall be coordinated through the Director of Utilities, Spokane County.
5. Water service shall be by an existing public water supply when approved by the Regional
Engineer (Spokane), State Department of Health. 6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the
Spokane County Health District that an adequate and potable water supply is available to
each lot of the plat.
7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the
recorded service area of the water system proposed to serve the plat.
8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire
protection use shall be approved by the water purveyor. Sai d water p lan must have been
approved by the fire protection district and the appropriate health authorities. The health
authorities, water supplier (puryeyor) and the fire protection district will certify, prior to
filing of the final plat, on the face of said water plan that the plan is in conformance with
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Eactension of Time Findings File No. PE-1206-78 Page 9
their requirements and will adequately satisfy their respective needs. Said water plan and
certification will be drafted on a transparency suitable for reproduction.
9. The purveyor will also certify prior to filing the final plat on a copy of said water plan hat
appropriate contractual arrangements have been made with the plat sponsor for
construction of the water system, in accordance with the approved plan and time schedule.
The time schedule will provide, in any case, for completion of the water system and
inspection by the appropriate health authorities prior to application for building permits
within the plat.
10. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the
Spokane Regional Health District that suitable sites for on-site sewage disposal systems
are available on all lots within the approved preliminary plat not already finalized.
11. . Subject to specific application approval and issuance of permits by the Health Officer, the
use of on-site sewage systems may be authorized.
12. Th?bj de i'catory language on the plat shall state:
00,
" ectto specific application approval and issuance of permits by the health officer, the
f on-site sewage systems may be authorized."
13. ;?se ' tory language on the plat shall state:
of private wells and water systems is prohibited."
14. /ct cation will contain a statement to the effect that:
water system, as approved by coun ty and state health authorities, the local fire
urveyor, will be installed within this plat, and the subdivider will provide for
mestic water service as well as ftre protection to each lot prior to sale of each
lot.DATED THIS 17m DAY OF JANUARY, 2003
Tammy n
Associate Planner
:
Under state law and county ordinance, you have the right to appeal this decision to the Spokane
County Hearing Examiner. Upon receipt of an appeal, a public hearing will be scheduled. To
file such an appeal, you must submit a letter along with a processing fee, payable to the Spokane
County Division of Planning, within ten (14) calendar days from the date this decision is signed.
If you have any questions, please call the Spokane County Division of Planning at 477-7200.
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Extension of Time Findings File No. PE-1206-78 Page 10
c: Spokane County Division of Engineering and Roads; Scott Engelhard
Spokane County Division of Utilities; Jim Red
Spokane Regional Health District; Steve Holderby
Spokane County Division of Building and Code Enforcement
Ken Tupper, Five Fifty, LLC, 322 N. University Rd., Spokane, WA 99206
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~ DIVTSION OF :ELVGIIVEERING A~VD RO.ADS~.. A,;D~VISIOI~~ OF T~E PUBLIC `WORKS DEPARTNIENT ,
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~ AGREENv T.NT~.T~:O=A~Y F' E-
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FNGIlVEER,S ~ # T FILE _ NUMBER _ f' - 1S , .
Fplao(OF
- 1h,is ~a,greement betvveen, Spokane County and
tnarriG piperson)
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whose Anterest in the pzoject is
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day of VE.~~-~',A~~. 24a~i~ T}?is agreement 7s applicable to ttle project
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p at;~~t~ie iii~di~idua!s an,d~parties named herein,as ha~;ing an' 1nterest ~ in~ the abo`ve described property or project
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a:gt,ee;kto tlie;
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b.urse, pokane County for project re,view and~ inspection 'fees as specified i Chapter 9.14
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S,pokane Counry Code. The fees ,w;ilt, be based ,on` actual salary c G sts incurred by :
rSpo:kane C'ouiity for project. arevie~ws and~ %-or insp,~ecti_ons -plus _ a, ten percent~°~administrative
n~yb~i;lling ~amounts due, inctud'ing any .
~'ctiarge; and, will be bil~led monthly _.as, accrued: ~ A, -
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expenses incurred in , the collection :of am~ overdue; ac~ou,n't; _must-.be paid, prior to Che County
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.,~acceptance of the 'p%oject for filing. .If a 1project _is~. approved' ,and/or filed with a.balance still , -
.+owing,'the'unpaid balance shal~l be paid w,ithii~ 30 -dayof tti~e, ar~voice date. ,
~
2':. .~he,undersigned~ agrees that these fees are due and payable upon rec-eipt of the billin9 as
specif ed above. : . .
~ 3. -Any invoices not paid within,30 days,of ttie invoice• date~ will b i e conside_r,ed delinquent.. If any .
outstand~ing, 'balance on the acc,ow nt for this, project. is not* paid within 30 days of 'the invoice;~ ~
~~dafe; no: further reviews of the'project documer~ts w~ill be~~-,conducted until the e.ntire account ,
1 y'"
balance is paid. Any ba`lance 'on the account, for [tiis, project ~not pa'id witll~in 65 days of the
f„ . ~ . . R; ~ ' • '
invoice date;may result in 1ega1 action or they initiation°~oAotlier collection procedures, including
axefer-_ral fo a:collection agency. The Sponsor will be ~'liable -for any and all expenses incurred by
iaie ;County for the collection of overdue accounts. . - '
-4. lb, e monthly billing should be sent to: ~ ' . R'~CEIVED
MAR 12.2003
~ ~~TAME ! t~~~tention:
,
' , COlV1PANX: _ K~r M0475 14C ~ SMKANE COUh#i'~ EN~INEfR
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~ - . . AD!' RESS:
CITY, STATE:
ZIP CODE: ~~~I~~, • .
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~ PHONE PHONE # 2: I 1~r5 I .
. ~ FAX
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f unde.istand that failure to pay these fees may zesult in delay in cornplerion or approval of the project, or, othec -
possibl-e sanctions.
~:If this fee,agreement is cornpl.eted by so_ rneone other than the~ Sponsor (i.e., the proj ect owner or ,a ~ .
~ riciPal Y~ the firm sPonsonng ~ t~'~e roJect)such as the~E:~g~eer desi in the P,r ect' ~ then - ~ s
- , _
~ - - ~ . _ - ~ ,a • a ~~t• - - = ,m ~ g oJ
--,,i wi~tt~n~ aut`horization from the Sponsor speciTcally authorizrng the Agent; to ezecute this 'ee.~ , .
4 ;Ag:reement is attached to this Fee Agreernent.
, -
By:
~ ' • ~ ~ „ _ _ _ ~ ~ . ,
(P-RI~IT NAME) - ~ RETU_ .N YE~LI.OW_CULPY- TrO:
• ~ SPOKANE COUNTY ENG~INEERS~
- ~ 1026 W Broadway
. .
Spokane W A 99260-0170 (5.09) 477-3640 - F;AX: (549) 477,243 - TDD:_ (5(N~)~ 314=3166
Wlagreefee.d'oc 1/2003 - ~ A
.
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. . SPOKA-NE = COUNTY
DIVISION OF ENGINEERING ~D ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT
.
. AGREE"I NT TO PAY , .
,
ENGINEER'S # / FILE NUMBER PE f 20,p-"J8F P120(vf:
;
This agreement between Spokane County and ~:~w"T vpve,
tname oc person) '
whose interest in the project is ~VE,~`T'l~E1.~'~ • , L L~, ii.e. nwne , agen , ~ '
is entered into this 2q day of ~iiJ&"AAy , 2003.This agreement is applicable to the project
known as: t•n ~T> ~6t- ~ 6g=!Pt•j C Su E , .
p a or i ame ar p name p ase oi er ,
That the individuals and parties named herein as having an interest in the above described property or project
agree to the following: -
1. Reimburse Spokane County for project review and inspection fees as specified in Chapter 9.14
of the Spokane County Code. The fees will be based on actual salary costs incurred by
Spokane County for project reviews and / or inspections plus a ten percent administrative
charge, and will be billed monthly as, accrued. Any billing amounts due, including any
expenses incuned in the collection of an overdue account, must be paid prior to the County's .
acceptance of the project for filing. Yf a project is approved and/or filed with a balance still
owing, the unpaid balance shall be paid within 30 days of the invoice date.
2. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. 3. Any invoices not paid within 30 days of the invoice date will be coasidered delinquent. If any
outstanding balance on the account for this project is not paid within 30 days of the invoice
date, no further reviews of the 'project documents will be conducted until the entire account balance is paid. Any balance on the account for this project not paid within 65 days of the
invoice date rnay result in legal action or the initiation of other collection procedures, including
referral to a collection agency. The Sponsor will be liable for any and alI expenses incurred by
the Counry for the collection of overdue accounts.
4. The monthly billing should be sent to: •
NAME / Attention:
COMPANY:
. ADDRESS: 1
. CIT'Y, STATE: 1/1I A
. ,
• ZIP C4DE: ~ U
PHONE ~~'j[pI --9 Zy -1211 PHONE # 2: ~Qq - 21-1- j 09 Z
Fax . *50 -0~22- d1G5'
E-Mai1
I understaad that failure to pay these fees may result in delay in completion or approval of the project or other
possible sanctions.
~ If this fee agreement is completed by someone other than the Sponsor (i.e., the project owner or a
principal in the firm sponsoring the project), such as the Engineer designing the project, then
written authorization from the Sponsor specif cally authorizing the Agent to execute thYS Fee
Agreement is attached to this Fee Agreement. , SIGNATURE BY:
~/1
EN ~ ~
~
(PRIN'f NAME) .
. RETURN YELLOW COPY TO:
SPOKANE COUN'I'Y ENGINEERS
1026 W Broadway
Spokane WA 99260-0170 (509) 477-3604 - FAX: (509) 4774?A3 - TDD: (509) 324-3166
k%agreofee.doc 1/2003 '
i
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S P O.K A N E C O U N T Y
A DMSION OF THE PUBLIC WORKS DEPARTMENT
DIVISION OF P`LANNIIVG
RECEVED
F E B 2 5 2003
SPOKANE COUNTY ENGINEER
,
MEMORANDUM
TO: ' i ision o ngineer ' , n p- ion n' e~ ,c~.~,r:ng~l,h"~a`d►;o-II I I a~Ila~.
Division of Engineering and Roads, Development Services, John Hohman
Division of Utilities, Information Services, Jim Red
Division of Utilities, Stormwater Utiiity, Brenda Sims
Spokane Regional Health District, Steve Holderby
Spokane County Auditor, Recording - Tom Perkins
Spokane County Fire District No. 1
Trentwood Irrigation District .
Spokane County Division of Building and Code Enforcement - Jeff Forry
FROM: John Pederson, Planning Supervisor
DATE: February 25, 2003
SUBJECT: Proposed Final Plat of Summerfield East 6' Addition, PE-1206-78
Parcel No. 46354.9050
Attached are copies of the above referenced f nat plat. Please review and forward any
comments to me by March 11, 2003. If you have any questions you may contact me at
477-7200. . . .
Attachment: Final Plat ' .
cc: Ken Tupper, 122 N Raymond, Spokane, WA 99206 -
Wyatt Engineering, Inc., 1220 N Howard, Spokane, WA 99201 ;
MA1L STOP PWK-1 • 1116 W. BROADWAY AVENUE • SPOKANE, WASHIIVGTON 99260-0220
PHONE: (509) 477-7200 • FAX: (549) 477-2243 TDD: (509) 477-7133
Project Niunber: 03001019 Inv: 1 Application Date: 2/21/03 Page 1 of 1
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Pernlit Use: PE-1206-78 - FINAL 22 LOTS Contact: TUPPER, KEN
Address: 122 N R.AYMOND
C- S- Z: SPOKANE WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 217-1052
Group Name:
Site Information: Project Name: SUMMERFIELD
Plat Key: 000000 Name: UNKNOWN District: H
Parcel Number: 46354.9050 Block: Lot: s~
SiteAddress: 0 N ADDRESS UNKNOWN UN Owner: Name: FIVE FIFTY, LLC
SPOKANE, WA USA 00000 Address: 322 N iT1VIVERSITY
Location:: SPO SPOKANE, WA 99206
Zoning: UNKN Unknown
Water District: Hold: ❑
Area: 38.48 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Perm its:
Long Plat
Firm:
Phone:
Units Unit Desc t 1 A►' ,
FINAL 22 # OF LOTS $1,082.00
Permit Total Fees: $1,182.00
Notes:
Pavment Summarv:
Permit T)Te, Fee Amount Invoice Amount Amount Paid Amount Owine
Long Plat $1,182.00 $1,182.00 $1,182.00. $0.00 ~ $1,182.00 $1,182.00 $1,182.00 $0.00
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorizeti by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shaD not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature: Operator: MB Printed By: GMW Print Date: 2/21/03
~ SS
~NMIy[1E1~f F1L1~ 1~ST - 1~~NJ~~ J~ ,ADDM
ON ~
IN A POR7ION OF ' x S 1/2 0 F s'SF=ON 35 IN MIXT
W1~1P' 16 ~1OR'~'1~, ~I~1+~T~ ~ 1~~T, VY1~.1~ MERIDIA1~
~ 5]PO~ , W~~'lf'Ol~ _n 1 ~ ~
~ i °J ~ ° --------E
v TABLE OF CONTEMTS
~
~ _StiEET_d oESCeianoH
~ ~ 1 . . • . IN6pl, LEGENO ANO PROlECT LOCATION g •
J 2 DAY SE'NER AND WATER PUN, BURNS BOAD a
3 DRY SCWER AND WATER PUN, OUEEN AYE. T
4 . . . . OAY SEWER AND WATER PLAN, CROWN ROAD
. . 5 . . . , DRY SEWER AND WATER CONSTRUCTION DETAILS ~
~ 6 , . . , ROAD AND DRAINAGE PLAN, BURNS ROAD
' '~e,~ C_- 1 A4AD ANO ORAINAGE PLAN, OUEEN AVE. B . . . . ROAO AND ORAINAGE PLAN, CROWN ROAO 9 , . . . AOAD AND ORAINAGE CONSiRUC110N DETAII.S 10 . . . . EROSION CONTROI PLAN '
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BEING A SUBOIVISION IN THE SE I/4 OF SECTION 35, T.26 N., R.44 E., W. M. ~ r~;";°~ ~`w;„~;~;',, w,,!, " y; tno", MTM°,~~,;,~ b;n4,"';=~ 4~y~,o,~ Sb" adiM,. 'r,;; ibe m
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rurrert ~ paaE 3z FINAL AT
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South 25 Altamont Spokene,Washington
ttiabmn• }B/t~~,,,,
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569 535-1410 ~ 99202 UMME
. RFIEL EAST RS i ADDITI0~1 AMmrtctp a a ~ur.q nd
J~~ ~s R EING A SUBDIVISION IN E S 1/2 OF SEC 35, T.26 N., R.44 E., w. M. Commute SP ANE COUNTY, AS GTON °d""-11"' f
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Owner Address
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ENGINEERING • LAND SURVEYING • PLANNING • MATERIALS TESTING
- a subsidiary af
LETTER 4F TRANSMITTAL
DATE : March 27, 2003 Jos No. :679302
r
ATTENTION : MS. Colleen Little
To Ms. Colleen Little suBJECT : Summerfiled 6"Addition - Easments
Spokane County Engineers X Hand Deliver ED
1026 West Broadway Avenue
Spokane, WA 99260 By U.S. Mail APR 0. 7'3
L: _ _
By Ovemight Courier ~i r t~vui,v~~tS
Pickup
Received By:
WE ARE SENDING YOU X Attached Under separate cover via the following items:
COPIES I DATE I NO. I DESCRIPTION I
Summerf'ield 6`" Addition, PE1206-78F:
1 04/07/03 1 Adhesive Translucent Profile Drawing
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use El Approved as noted ❑ Submit copies for distribution
• As requested ~ ❑ Retumed for correction ❑ Return corrected prints
• For review and comment ❑
❑ For Bids Due ❑ Prints Retumed after Loan to USKH
REMARKS:
Hi Colleen, -
Attached is the adhesive profile to be placed on sheet 2 of 5, of Summerfield 6t" Addition. Although the drawing is pretty full to add
another profile, I found some room on the upper right comer of the drawing. It can be placed above the general notes.
Thanks again!
Lisa
coPY To: File siGNED: Lisa Lozano Frey, Civil Engineer, E.I.T. _
ff enclosures are not as noted, kindly notify us at once.
1:1679302-Tupper Summefield 5th Add PSEICorrespondancelTransmitta11679302TRN13-COS.wpd
■ 1220 North Howard • Spokane, WA 99201 O 101 Thain Road • Lew;ston, ID 83501
Phone (509) 328-5139 • Fax (509) 328-0423 Phone (208) 746-2661 9 Fax (208) 746-6825
,
ENGINEERING • LAND SURVEYING PLANNING • MATERIALS TESTING
8 SlmS~f
LETTER OF TRANSMITTAL
DATE : M8fCI1 27, 2003 JOB NO. :679302
ATTENTION : MS. Colleen Littie
ro Ms. Colleen Little sueJECT : Summerfiled 61' Addition - Easments
Spokane County Engineers X Hand Qeliver
1026 West Broadway Avenue
Spokane, WA 99260 By U.S. ~ne~~
By Ovemight Courier
Pickup
Received By:
WE ARE SENDING YOU X Attached Under separate cover via the following items:
COPIES I DATE I NO. I DESCRIPTION ~
Summerfield 6' Addition, PE1206-78F:
5 03/27/03 1 Local Acxess Template for Calvin Road and Queen Avenue (Detail 1/4)
3 03/27/03 2 Local Access Template for Crown Avenue (Detail 2/4)
THESE ARE TRANSMITTED as checked below:
• For approvaf ❑ ApRroved as submitted O Resubmit copies for approval
❑ For your use 0 Approved as noted O Submit cop1eS for distribution
❑ As requested ❑ Retumed for correction 0 Retum corrected Prints
0 For review and comment 0
❑ For Bids Due 0 Prints Retumed after Loan to USKH
REMARKS:
coPY ro: File sic"ED: Lisa Lozano Frey, Civil Engineer, E.I.T.
If enclasures are not as noted, kindty notlfy us at once.
1.1679342-Tupper Summerfield 5th Add PSE\Corresportdanae\TransmiUall679302TRN11-COS.wpd
■ 1220 North Howard o Spokane, WA 99201 ❑ 101 Thain Road 9 Lewistan, ID 83501
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W1TH TYPE 4 FRAME & GRATE
AND CATH BASIN TYPE 1 WITH 6" MtN. CRUSHEQ SURFACING
TYPE 2 FRAME AND GRATE TOP COURSE COMPACTED TO BE LOCATED WITHIN DEPTH AS PER D.O.T. SPECS. DRAINAGE SWALE.
RIM ELEV. IS 0.7' '
BELOW TOP OF CURB
~NOTES: 10,0' WIDE UTILITY EASEMENTS
1. SEE NOTES BELOW. ARE LOCATED ON EACH S1DE
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BORDER EASEMENTS
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AND CATH BASIN TYPE 1 WITH TOP COURSE COMPACTED TYPE 2 FRAME AND GRATE DEPTH AS PER D.O.T. SPECS. "
TO BE LOCATED WITHIN - DRAINAGE SWALE.
RIM ELEV. IS 0.7'
BELOW TOP OF CURB
NOTES: 10.0' WIDE UTILITY EASEMENTS
1. SEE NOTES BELOW. ARE LOCATED ON EACH SIDE
: OF ROAD BEYOND THE
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1 LOCAL ACCESS TEMPLATE FOR:-, CALVIN ROAD .AND QUEEN AVE.
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. Ailau" ENGINEERING LAND SURVEYING PLANNING MATERIALS TESTING
eMarch 26, 2003
Colleen S. Little, P.E. and John Hohman, P.E. Spokane County Engineers .
1026 W. Broadway Ave
Spokane, WA 99260-0170
(509) 477-3600 PH
(509) 477-7655 FX
RE: Pl 206F Summerfield East - Stn & 6'n Addition
Resubmittal No. 1- bth Addition Comments
Dear Colleen S. Little, P.E. and John Hohman, P.E.:
Attached to this letter 4re plans, calculations and/or attachmenfs related to your March 24,
2003 comment letter regarding our Summerfield 5'" Addition project submitted on February 24th
and our Summerfield 6'h Addition project submitted on March 12, 2003. The first comments from
the County for Summerfield 5" Addition were received by our office on February 28, 2003 and
returned to the County on March 12, 2003.
Following are responses to County comments:
1. During the pre-design meeting for Sth and 6"' Addition, the County allowed the design
criteria for 4'h Addition to be the basis for design. Similar stormwater swale design
regarding sag points with no catchbasins was utilized fvr this 4'h Addition. Attached are
calculations which indicate that the stormwater elevation in the swales will remain
below the inlet elevations in the sog points under all conditions.
2. Attached are the non-flooded width calculations for the sump conditions.
3. We have reviewed the bypass flows along Calvin and have attached calculations
indicating that these flows will be contained within the project boundary or will be
negligible. As a note, during our inlet calculations we initially did not consider the width
of the driveway as an inlet. However, due to the accepted design of these driveways,
they effectively act as a 20' inlet on each and every lot. When we considered the
bypass flows along Calvin, we considered these driveway conditions. The only other way to assure that no bypass occurred was to include a reverse grade at
the matchline between the existing and proposed Calvin Road to create a sump
condition. To achieve this, significant grading would have to occur to fit the minimum
vertical curve. This grad+ng would in turn affect the design requirements from Tammie
Williams regarding trying to match existing grades with our road design as a condition
for Storm Water approval.
4. The stamped and signed lot plans are attached.
5. The stamped and signed sight distance analysis are attached.
6. The sheets are signed by the developer.
YVYATT ENGlNEERING, INC. i]" nrrp:i,www„Sw,.ca„
. ❑ 101 Thatn Road Lewiston, ID 83501 phone: (ZOS) 746-2661 fax: (208) 746-8825
13 1220 North Howard Spokarie, WA 99201 phone: (508) 328-5139 iax: (509) 328-0423
♦ ' '
r WYATT ENGINEERING, INC. ENGINEERING • LAND SURVEYING 'LANNING • MATERIALS TESTING
March 25, 2003
Page 2
7. Proposed utilities are shown in plan view and profile.
8. The Standard Plan Notes were included in the Summerfield St'' and 6"' Addition plans as
they had been approved on the approved Summerfield 4'h Addition plans. For this
resubmittal, we have consolidated the Standard Plan Notes as requested.
9. The plans have been revised to include a cul-de-sac at the North end of Calvin Road.
An offsite easement has been prepared for this cul-de-sac as it will be located outside
the platted area.
10. The cul-de-sac grades have been shown in profile as well as plan view.
11. The pipe diameter has be revised to 12" as required.
12. The piping has been verified to provide for a 4 fps flow velocity. Since any water that
will enter this pipe must first poss through the drainage swale as well as a catchbasin,
sedimentation typically is remedied by this and the velocity requirement should not be
a concern.
13. The inverf elevation directional names (N. INV. vs OUT) have been revised as requested.
14. The note on sheet 4 of 5 includes the reference to plan 8-13 of the Spokane County
Standards which defines the grate requirements. We have also added a clarification to
the plan sheets to assist in understanding this note.
15. Details 5/4 and 714 indicate a 2' wide bottom for the drainage swale. Detail 1/4 and 2/4
are the roadway templates. The scale of these details make the swales appear to be
"v" ditches but are actually to scale and include the referenced 2' swale bottom. We
could find no other swale details which conflict with the 2' wide design width.
16. The note of the swale detail has been clarified.
17. The easement and exhibit map requested are attached.
18. We have moved the berm criteria and easement information from the Erosion Control
Plan to the road plan as requested. Our submitted design included the same berm
criteria, references and details as shown on the accepted 4"' Addition plans. We
inadverfently understood that this method of addressing the drainage berm would also
be acceptable for this project.
19. Attached is a draft copy of the CC&R's for the project. They are proposed to be the
same as for the 4'h Addition.
20. See response for note #5. These appear to be redundant comments.
Hopefully we have addressed the outstanding items contained in your March 24, 2003 letter
and will allow approval of the roadway and drainage plans. We understand that there are
remaining recommendations contained in several e-mail transmittals to our office which you
. - - - ,
WYATT ENGINEERING, INC. ENGINEERING • LAND SURVEYING ---jPLANNING • MATERIALS TESTING
, March 25, 2003
Page 3
have allowed us not to address as part of this re-submittal and that these items will not affect
the ability of the County to approve these plans
Sincerely,
WYATT ENGINEERING, INC. '
a subsidiary of USKH, Inc.
. Logan, . .
Project Manager
Jlogan@wyatt.uskh.com
Project # 679302
1.\
~I .
Little, Colleen
From: Little, Colleen
Sent: Tuesday, March 25, 2003 10:18 AM
To: Lisa Frey (E-mail)
Subject: P1206F Easement Status
03-24-03 RE: Summerfield East - 6th Addition
Hey Lisa, I am starting to panic a little with regard to getting the plans accepted for both 5th & 6th Addition by the end of
this week. Friday is my rotating day off every other week, and Monday is the 31 st. I will not be able to re-review both
plats, all the lot plans, and handle the easements all on Monday.
I received a fax this morning regarding an incorrect legal description on an easement. I have no idea which easement.
The subject says Summerfield 6th, but if you are revising the legal on an easement, where is the easement? I believe we
wrote the easement for 5th Addition, but can you verify that? If so, we will need an exhibit, current Plat Certificate and
legal description. If this fax is the current legal, then we have that item covered. Attached is an electronic copy of the
information necessary for an easement to be drafted. Also, keep in mind we only have one person in the entire bldg that
writes this type of easement...so we need to get him the info as soon as possible.
Speaking of easements, what is the situation with respect to the cul-de-sac at the end of Calvin Road? Again, if it needs
an easement, we need to get it started.
Please let me know.
ColCeen S. Little
Colleen S. Little, P.E.
Plan Review Engineer
Spokane County
Division of Engineering & Roads
(509) 477-7241
i
03/24/2003 17:28 5093280423 WYATT ENGINEERING PAGE 01
J
~
ENGINEERING m LAND SURVEYiNG ~ pLANNING • MA7ERlALS TESTING
• . . : s Buba .
.
~n-•.•:.~.~- .
FACSIMILE TRANSMITTAL
TO: Colleen DATE: Mareh 24, 2003
CO: Spokane County Engineers PROJ.: Summerl~ield & Add
DEPT: SUBJ.: lUetural Drainsge Easement
FAx#: 477-7655 FROM: Sara Marks
PHONE#: 477-3600
NO.OF PAGES (Including this transmittai): 3
The infarr»adon fn #his fax is confdznt;al and proprietary and is intended only for the individual
or entity narned on the cover sheet If,you do not receive all of fhe pages or have received this
fax in err+vr, p/ease notity us immedlately at (509) 328-5139.
ORIGINAL;
KEPT 1N 4FFICE
TO FOLLOW ViA:
Reguler Mail Courier Ovemight Service E-mail
NlESSAGE:
There ane mistakes on the (egal descriptivns we provided to the county for the natural drainage easement. The mistakes
are undedined on the following revised submittai. Please make sure that tfiey are corrected on the easernent document
prior to recording. Ifi you are not the petson who can help us with this problem, please ca11 Lisa Frey or I immediately.
Your help is appreciated.
Thanks,
Wyatt Engineering, a subsidiary of USKH
Sara Marks
Pro#essional Land Surveyor
WYATT ENGINEERING, INC. Umm han:wwy",usK^.a°m
r A~T►~:~ P1~N 1....1~~ A wn/A/ ~\~wr ^ww\ ~I1 1IPA n• /MA\ ~r AI1~
03/24/2603 17:28 5093280423 WVATT ENGINEERING PAGE 02
EASEMENT DESCRIPTION FOR SUMMERFIELD EAST FIFTH AND SIXTH ADDITION TEMPORARY
DRAINAGE EASEMENT
A 20,00 FOOT WIDE STRiP OF LAND IN THAT PORTION OF THE SOUTNEASY QUARTER AND THE
SOUTHWEST QUARTER OF SECTION 35, TOUVNSHIP 26 NORTH, RANGE 44 EAST, INILLAMETTE
MERlDlAN, SPQKANE COUNTY, WASHINGTON, THE SOUTHERLY LINE OF WHICH IS DESCRIBEQ AS
FOLLOWS:
COMMENCENG AT THE SOUTHWEST CORNER OF LOT 10, BL4CK 1 SUMMERFIELD EAST
ACC4RdING TO BOflK 17 0F PLATS, PAGE 9, SAID PQ1NT BEING A 5/8" STEEL PIN FROM
WHICH A 518" STEEL PIN AT THE NOR7HEAST CORNER OF PLAT N0. 4 OF VEST FARMS
IRRIGATEp TRACTS ACCORDING TO BOOK '0' OF PLATS, PAGE 51, BEARS NORTH 0006'02"
WEST, A DISTANCE OF 2610,05 FEET;
THENCE NORTH 0°06'02R WEST ON THE UVESTERLY LINE OF SAlD PLAT OF SUMMERFIELD
EAST, A DISTANCE OF 1121,63 FEET TO TME NORTHWEST C4RNER OF LOT 1 , BLOCK 3 OF
SAID PL.AT;
THENCE CONTINUING NORTH 0006'02" WEST, ON THE WESTERLY LINE OF SUMMERFIELD
EAST FIFTH ADDITION ACCOROING TO SOOK _ 4F PLATS, PAGES A DISTANCE OF 405.00
- FEET TO THE NORTHWEST CORNER OF LOT 4, SLOCK 24 OF SAID ADD11'ION;
THENCE CONTINUING NORTH 0006'02" UVEST, A DISTANCE 0F 399.40 FEET TO THE POINT OF
BEGINNING;
THENCE NORTH 90°00'00" EAST, A DISTANCE OF 130.95 FEET;
THENCE SOUTH 84°12132" EAST, A DlSTANCE OF 3$.00 FEET;
T'HENCE SOUTH 5°4T280 WEST, A DISTANCE OF 28.21 FEET;
THENCE NORTH 90°00'00" EAST, A DISTANCE OF 100.57 FEET;
THENCE SOUTH 0°00'00° EAST, A DISTANCE OF 35.77 FEET;
THENCE S4UTH 62°01'30" EASY, A DISTANCE OF 233.25 FEET;
,..i..
THENCE NORTH 80°50'34° EAST, A DISTANCE OF 182.15 FEET;
THENCE NORTH,67°31'10" EAST, A DlSTANCE OF 155.62 FEET;
THENCE NORTH 76 0 27110" EAST, A DISTANCE 4F 85.09 FEET TO THE NORTHWEST
CORNER OF LOT 1, BLOCK 19 SUMMERFIELD EAST FDURTH ADDITION ACCORDING TO
BOOK 28 0F PLATS, PAGES 21-22 AND THE TERMlNUS OF SAID STRIP.
03/24/2003 17:28 5093280423 WYATT ENGINEERING PAGE 03
~ • • ~ _
THE SiDEI.iNES OF SAID EASEMENT ARE TO LENGTHEN OR SHORTEN SQ AS TO CREATE A
CONTINUOUS 20.00 FOOT WIDE EASEMENT FROM THE TERMINUS OF THE 20.00 FOOT WIDE
EASEMENT DESCRIBED BY AUDITORS FILE NUMBER 4719116 TO THE EAST LINE OF PLAT N0, 4
OF WEST FARMS IRRIGATEp TRACTS.
j -
. S
S P O K A N E C O U N T Y
DMSION OF ENGIIVEERING AND ROADS A DMSION OF THE PUBLIC WORKS DEPARTMENT
#of
March 24 2003 Post-it° Fax Note 7671 oate ~4 paqes~ ~
~ TO (~I `JC- ~1~~ From CQI le~ LItM
Jeff Logan, P.E. and Lisa Frey, E.I.T. co./Dept. %5 pp K•cOtc.n "h~)
USR:H/Wyatt Engineering, Inc. Phone # Phone # y11 .114.1
1220 N. Howard Street Fax #.3Za _ Fax #
Spokane, WA 99201 '
- ~E on 9ir-imp. -to f p I Ifl w i ri V'M10Gt.Z .
RE: P1206F Summerfield East - 6`h Addition
Submittal No. 1- Review Comment Letter
Dear Jeff and Lisa,
We have reviewed your March 12d, 2003 submittal of the road and drainage design documents for the
above noted project. The following items need to be addressed or resolved prior to acceptance of the
plans:
1. Although we disagree with the proposed road design having sag points with no catchbasin or inlet
along Crown Avenue (and Queen Avenue on the 5`h Addition), as long as the flooded road width
calculations, at that sump point, demonstrate that clear vehicle passing width is maintained, we will
accept that aspect of the road design.
2. Provide non-flooded width calculations at all sump locations.
3. Demonstrate that no runoff is bypassed from the last inlet on Calvin Road to the 5`h Addition.
4. Please submit the lot plans (utilize checklist in Guidelines fop Stormwater Managerrcent).
5. Provide sight distance analysis that includes the length of the car, and evaluates sight distance
vertically as well.
6. The developer must sign and date each sheet in the construction plan set. •
7. Show proposed utilities in the plan view as well as profile.
8. Some of the Standard Plan Notes are repeated from the cover sheet to the second sheet, and a few are separated and found on the Erosion Control Plan. Please group all of the Standard Plan Notes in
one location. If it is applicable to repeat some on the Erosion Control Plans, that is acceptable.
9. Revise plans to include a cul-de-sac at the end of Calvin Road. If cul-de-sac is outside of the platted
area, an offsite easement must be obtained prior to acceptance of final road and drainage plans.
10. Curbed cul-de-sacs must be shown in profile as well as plan view.
11. Minimum pipe diameter is 12 inches unless the pipe length is 44 ft.
12. Provide calculations that demonstrate a velocity of 4 ft/s or greater in each pipe segment.
13. Revise invert elevations on pipes between catchbasins and drywells to be directional (N, S, E or W)
versus IN and OUT.
14. Provide grate type for catchbasin inlets.
15. Swale detail shows a bottom width of 2 ft wide. Three other details show the swale as a"V" ditch.
Please revise these and any other details to be consistent with one another.
16. A seed mix design is provided for in a note on the Erosion Control Plan; it appears to be proposed
for exposed ground conditions. In another note, the swales are proposed to be covered with turf
grass, which equates to sod (which is required for public road swales). Clarify the note on the swale
detail that states, "swale to be seeded."
17. A natural drainage easement is required along the north plat boundary (similar to that recorded for
the 4"' Addition) prior to acceptance of final road and drainage plans.
1026 W. Broadway Ave. 9 Spokane, WA 99260-0170 9 (509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
0-,
18. Move or repeat the berm criteria and easement information from the Erosion Control Plan to the
road plans; the road plans need to stand on their own and the floodplain berm is a drainage/flooding
requirement of the plat; it is unassociated with erosion control.
19. Provide a draft copy of the Homeowner's Associarion CC&Rs.
20. Provide corrected sight distance analysis and include a vertical evaluation as well.
If you should have any questions, please feel free to contact our office at anytime.
Sincerely,
John V. Hohman, P.E.
Development Services Engitieer/Manager
C~ - 05
Colleen S. Little, P.E.
Plan Review Engineer
cc: Ken Tu er roect Applicant
Little, Colleen
From: Little, Colleen
Sent: Monday, March 24, 2003 3:46 PM
To: Lisa Frey (E-mail)
Cc: Jeff Logan (E-mail 2)
Subject: design concerns
03-24-03 RE: Summerfield Estates - 6th Addition
Lisa - I am heading up to the front lobby to fax the review comment letter on Summerfield 6th. In the essence of time, I
did not require that the following items be corrected in the recent Summerfield East submittals. It appears that many of
these items, if changed, would not affect the design in such a way that would impair the overall function of the system.
Having said that though, I did not check all of the calculations and cannot say 100% for sure that it will be fine as
designed. At this point, we will rely on the engineer's judgment. However, for future projects, the following design
submittal concerns should be considered:
a) neak flow rate calculations: The spreadsheet calculations need to follow the actual Tc path; overland
flow across lawn and yard (from the most hydraulically distant point from the inlet/grate), followed by
channel flow in the gutter (a middle segment of shallow concentxated flow could be expected too if the
overland flow length exceeded 300 ft). Then, each drainage basin should be evaluated as an entire basin
and again considering the contributing impervious areas only: the largest peak flow resulting from the
comparative analysis is the rate to use when sizing inlets, grates, etc. Typically, the "road area only"
scenario only rules when the majority of the contributing area is road and driveway area.
b) post-develoued drainaize basin areas: For calculating the required treatment area, the basins should be
split at the crown of the road; i.e. DA9 should be two basins that have a common boundary along the
crown of the road. The purpose for this is because one side of the road has eight driveways and the other
side had five, in addition, the open/lawn area differs from side to side, thus the contributing areas to the
available treatment area is not equivalent.
c) numbers/values reuorted: There is a discrepancy between the reported treatment area required and the
amount of treatment area provided. However, by back-checking and utilizing sideslope area, the required
area appears to be achieved. Note that this works in an "overall" basin situation, but I did not check to
see if the basins were split (as noted in "c" above), if this was still true. Treatment volume is not the only
criteria for a swale; the treatment surface area (swale bottom) is just as important.
d) drvwell locations: The drywell should be offset from the inlet in order to get the maximum amount of
treatment from the swale; if it is located at the lowest location and adjacent to an inlet, this may not
occur.
Thank you. If you have any questions, please feel free to g-ive me a call.
Colfeen S. Littfe
Colleen S. Little, P.E.
Plan Review Engineer
Spokane County
Division of Engineering & Roads
(509) 477-7241
i
Little, Colleen
From: Little, Colleen
Sent: Monday, March 24, 2003 9:13 AM
To: Lisa Frey (E-mail)
Subject: P1206F Natural Drainage Easement
03-24-03 RE: Summerfield East - 6th Addition
Hey Lisa. I need to ask you, do you have the easement secured that runs along the backside of the lots? That is an
integral part of getting road and drainage plan acceptance. Since the easement is to serve the same purpose as the one
for the 4th Addition, you could just copy the language from that easement. Please give me a call and let me know what the
status is on this easement. Thank you.
CoCleen S. Little
Colleen S. Little, P. E.
Plan Review Engineer
Spokane County
Division of Engineering & Roads
(509) 477-7241
1
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Little, Colleen From: Little, Colleen
Sent: Monday, March 24, 2003 9:05 AM
To: Williams, Tammie
Subject: P1206E & F berm design
03-24-03 RE: Summerfield East - 5th and 6th Additions
Hi Tammie. I am reviewing the 5th and 6th Additions of Summerfield East. This project borders along a floodplain and
apparently USKH/Wyatt Engineering has already been working with you (4th Addition). My question is this, part of the
design involves a berm that is to be built between the lots and the floodplain. The design engineer says that you have
already approved the idea of the berm and the cross-section. I would like to have you look at what they are proposing and
let me know if it does indeed meet with your approval. They need road and drainage plan acceptance by Thursday of this
week to avoid having to start over with the new City of the Valley. I would like to get my review letter to them today so that
they can make changes and get them back for another review as soon as possible. Thanks Tammie.
CoCCeen S. Little
Colleen S. Lfttle, P.E.
Plan Review Engineer
Spokane County
Division of Engineering & Roads
(509) 477-7241
1
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Little, Colleen
From: Little, Colleen
Sent: Wednesday, March 19, 2003 3:05 PM
To: Lisa Frey (E-mail)
Subject: P1206E & P1206F Lot Plans
03-19-03 RE: Summerfield East - 5th and 6th Additions
Hello Lisa. I think you may have already mentioned this in passing, but I just wanted to reiterate that as part of the lot
plans, please attach all three details (3, 4 and 5, on Sheet 4/5 of the 6th Addn plans) to each lot plan. I just finished
discussing with our inspector how he determines whether or not the driveway and continuous swales are constructed
properly, so I thought I would quickly pass the message along. Call me if you have any questions. Thank you.
CoCfeen S. Littfe
Colleen S. Little, P.E.
Plan Review Engineer
Spokane County
Division of Engineering & Roads
(509) 477-7241
i
1
Little, Colleen
From: Little, Colleen
Sent: Friday, March 21, 2003 8:40 AM
To: Brueggeman, Bob
Subject: RE: P1206E & P1206F Signage
Thanks Bob.
-----Original Message-----
From: Brueggeman, Bob
Sent: Thursday, March 20, 2003 7:42 AM
To: Little, Colleen
Subject: RE: P1206E & P1206F Signage
You can proceed with your comments as we discussed. If there exists a stop sign at this tocation, we will handle it thru
the new City's administration rather that with the developer.
-----Original Message-----
From: Little, Colleen
Sent: Wednesday, March 19, 2003 3:59 PM
To: Brueggeman, Bob
Subject: RE: P1206E & P1206F Signage
OK. That sounds fine. Just let me know what you find. Thanks.
-----Original Message-----
From: Brueggeman, Bob
Sent: Wednesday, March 19, 2003 3:37 PM
To: Uttie, Colleen
Subject: RE: P1206E & P1206F Signage
I can check if a stop sign was actually installed. We sometimes catch these instances when the contractor is
performing the work.
-----Original Message-----
From: Little, Colleen
Sent: Wednesday, March 19, 2003 3:22 PM
To: Brueggeman, Bflb
Subject: P1206E & P1206F Signage
03-19-03 RE: Summerfield East
Hi Bob. I checked the previous Addition (4th) to see if street signs were proposed. One intersection will
need a street sign and the other intersection (Burns Road and Crown Avenue) shows both a street sign
and a stop sign. These plans were reviewed and accepted in March of 2002. According to our
conversation today, there shouldn't be a stop sign there. How should I address this? Thanks Bob.
CoCleen S. Little
Colleen S. Little, P.E.
Plan Review Engineer
Spokane County
Division of Engineering & Roads
(509) 477-7241
i
Little, Colleen
From: Little, Colleen
Sent: Tuesday, March 18, 2003 1:55 PM
To: Lisa Frey (E-mail)
Subject: FW: P1206F Developer
Sorry Lisa...l started off talking about the 5th Addn Agreement to Pay Fees and then just started talking about the
turnaround in the 6th Addn. Hopefully, this makes more sense now...Thanks. Colleen
-----Original Message----- - - - - -
From: Little, Colleen
Sent: Tuesday, March 18, 2003 1:32 PM
To: Lisa Frey (E-mail)
Subject: P1206E Developer
03-18-03 RE: Summerfield East - 5th Addn
Hi Lisa. Hey, I was noticing that our fee agreement for 6th Addn is signed by Ken Tupper and 5th Addn is signed by
Johnny Humphreys. Is this correct? I know that Gloria had Johnny Humphreys name on the first review letter of 5th Addn.
Thanks for clarifying this for me...the accounting dept flips cart-wheels if we are working on a project and charging it to the
wrong person!
Also, I did double check with John Hohman with regard to the cul-de-sac/turnaround requirement at the end of Calvin
Road. He said that at the meeting, it was determined that a turnaround was required, but whether or not it could be
located within the floodplain was to be decided by Tammy Williams after she had time to review the floodplain elevations in
that vicinity. It was his recollection that eventually she did OK the placement, but specified certain parameters for this
proposal. Also, I noted that you mentioned a hammerhead as being an alternative, and I just wanted to point out that the
only time a hammerhead (versus a cul-de-sac) is allowed is when the terrain is so steep that a cul-de-sac is impractical to
build; and to get approval for a hammerhead, a Design Deviation is required. Let me know if you have any questions
about this. Thanks Lisa.
CotTeen S. Little
Colleen S. Little, P.E.
Plan Review Engineer
Spokane County Division of Engineering & Roads
(509) 477-7241
i
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When Recorded, IteLurn to:
. . .
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STANLEY R. SCHUDa enport
Widzerspoon, Kelley, - -
& Toole, P-S•
1100 U_S. Bank Building .
422 W. Riverside
SPokane, WA 99201
(509) 624-5265
Tac parcel Number(s): .on: t ~~tion to Summerfield East
~ hAd
Abbreviated Leg~ D~escriptl on Page: See E.{hiblt "A-" attached hereto
Additional Legal Descnption ~
1
DECLARATIaN ~
OF
S COND~.TIO1~S AND RESTRXCTIOi~iS
C~V~~IANT ~ FOR
~ ~h A.DDITIO~ TO St;IMMEKf IELD EAST . .
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TAT3 LE 0 F CONTENTS
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PaRe
ARTICZ.,E 1 - DEfiIN7TI0NS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2,3
ARTICLE 2- DESCRIPTION Or PRUrECT, DIVISION OI'
PRO1'ERTY AND CRE-ATZON OF 1'P`OPERTY RIGHTS,AND
OBLICATZONS ........................................................3
r.
2.1 Description of the Development . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~
~
2.2 Comman Property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3, 4
~ ARTZCLE 3 - ASSOCIATZaN, ADMINISTRATION,
1V1.EMBERSHIP AND VOTING RZGHTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
3.1 Association to En.force Covenants . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
3.2 Membership .....................................................4
3.3 Transfened Membership . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . 4, 5
- 3.4 Classes of Membership . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . S *
3.5 Voting Requizements . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . 5 ~
3.6 Comxn.encement of Voting R.ights . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
3.7 Membezshi.p Meetings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
3.$ $oard of Directozs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5)6
ARTICLE 4 - MAINTENANCE AND ASSESSMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
4.1 Cxeation of the Lien and Personal
~ Obiigation of Assessments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
= 4.2 Purpose of Assessznents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
~ 4.3 General Annual Assessment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b
4.4 Special Assessments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
:i 4.5 .A.Ilocation of Assessments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
4.6 Date of Commencement of Assessment_ ~
1~ Due Dates ......................................................7
4.7 Transfer of Lot by Sa1e or
Foreclosuxe .....................................................7
4.8 Enforcement of Assessment 4bligations;
- Priorities, Discipline . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7, 8
:
ARTICLE 5 - DUTrES .AND POWERS OF THE ASSOCIATION . . . . . . . . . . . . . . . . . . . . . 8
5.1 Duties and Powers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
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_ . . _ ~ ~t~.._. _ . . . , ~ , . ~ _ ~ . .iG"----"__ _ 1 _ _ _ _ a~~~:.. _ . .
ARTXCLE b - UTILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : ~ . _ . . . _ . . . . . . . .
. . s
6.1 Owners' Rights aild Duties . . . . . . . . . . : ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 ~9
6.2 Sewer ..........................................................9
6.3 Easemenfis foi' Utilities and
Iv(aintenance .....................................................9
ARTZCLE 7 - C4VENANTS FOR MAINTEI\IANCE . . . . . . . . . . . . . . . . . . . . . 9
7.1 'Lots to be Kept in Good Repair . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9" 10
7_2 Comnlencement and Completioil
of Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 ~
ARTZCLE 8 - USE RESTRICTIONS: GENERAL COVENANTS . . . . . . . . . . . . . . . . . . . . . 10
8.1 Declaration of Goveznment Regulation;
Strictzst Standards Control . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . 10
~ 8.2 Restrictzon Againsf iVlanufacturing or
Commercial Enterprise . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
8.3 ~ Land Use and Buzldzng Type . _ . . . . . . .r . . . . . . . . . . . . . . . . . . . . . : . . . . 10,11
8.4 Temporary Structure . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . 11, 12
~ 8.5 Restriction Against Subdividing , . .
. 12
8.6 Disposable Items . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
8.7 Signs .........................................................1?
8.8 Sight Distance at Intersecfiions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
8.9 Ani.mals .......................................................12
- $.10 Nuisances ..............................................13 .
8.11 Recreational Vehicles and Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
8.12 Externai Lights . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 3
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8.13 Anten.nae . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
5.14 Energy Devi.ces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
$.15 Fizeanns ......................................................I3
ARTICLE 9 - GENERAL PROVISIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 3
9.1 Enforcement 13
9.2 Sevezability . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
. : ' 9.3 Amendment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
9.4 Conveyance ....................................................14
9.5 Exceptions .....................................................14
~ 9.6 Calendar Year ..................................................14
1
9.7 Lunitation of Restric~ions on Decla.sant . . . . . . : . . . . . . . . . . . . . . . . . . . . 14; 5
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, , ' ' . • • ' . , ' , • • • " • ' a, • ' ' ' ,
, ' . , • a , ' _ ..ny - ' . . . i _y" Y . . .
. . . , " ' ` _ ' ' ` 4'1.~• ,,,•<'.'ia. "F _ ~ N _ _ ' ' _
' . ♦ ..a . . . ...`l_•'Ysi 1r _ " . . a. L.... . . .r a....a e~ :f=:. , r. a....t ..w.~ v ~ ~ , . . .J.
DEcLAR.aTZON oF V
,
COVLNANTS, CONDITIONS AND RE STRICTZONS
I;
OF 4`h ADDITION TO SCJMIVIERr'IELD LAST
This Declaration of Covenants, CondiCions and ZZestrictions, made on the date hereinafter set 'forth by K_.T.T.; L.L.C., a Wash',lbtoil Litll[ted Liability Conzpany (hereinafrter refei-red to as
"DecIarant"). . .
WITNESSETH:
_ WI-IEREAS, Declarant is the o\Alner of certain property in the County of Spokai-ie, State of '
Washington, which isspecifically described and identified as b`h Addition to Suznmerfield East,
described in Exhibit "A attached hereto and incorporated herein by this reference, hereinafter
referred to as the "Development", and
t
. . ~
. WH:EREAS, Declazant has subdivided the Development into separate lots and streets, and
has constructed or will construct thereon certain community improvements and, thezeafter, the lots '
will be sold to the general public (or to builders) for the construction of residential Dwellings
establishing a residential community, and 'WHEREAS, each owner shall receive fee or equitable title to an individual lot (witki the right
and obligation to construct a 17welling thereon) and a membership in the S ummerfield Uh Addition
East Homeownezs Association, which shall be a Washingtorz nonprofit eorporation and which have
certain adniinistrative and maintenance responsibilities in the Development, and
WH.EREAS, Ueclarant intends by this document -to impose upon the Property mutually
beneficial restnctions under a general plan of improvement for the benefit of all of the said lots and the owners thereof.
NOW, THEREFOR.E, Declarant hereby declares that the Developm.ent sha.i.l be held,
conveyed, mortgaged, encumbered, leased, rented, used, occupied, sold and impzoved, subject to the
followizzg declarafiions, limita.tions, covenants, conditions, restrictions, and easemznts, a11 of which
are for the purpose of enha.ncing and protecting the value and attractiveness of the Development, and
every part thereof, in accordance with the plan for the improvements of the 1'roperty and the division
thereof into a residential subdivision. All of the limitations, covenants, conditions, restrictions, and
easements shall constitute covenants which shall run with the Iand and sha11 be perpetually binding
upon Declarant and its successors-in-interest and assigns, and all parties having oz acquiring any
rights, title, or interest in or to any pazt of the Developmen.t.
SLnVIIvfERFIELD EAST (P ADDITION CC&R Page I
G:\nTuppcr Ken $56061Summerfield 2\Summcrfield East 4th CC&R 49-05-02.wpd
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ARTICLE 1
. DErrNITIONS
1.1 "Assessment" sliall nieaii that poi-tion of tlle cost of lnaintainirib, improviriO,
repaii-ing,, opei-ating, ai1d mana~in~ the Com»ioi1 P~-opei-ty whicli is to be paid vy eacl7 Loc Owner as
determined by the Association under this Declal-ation. -
1.2 "Association" shall mean and i-efet- to the Summerfield East' Additioii Homemvmers
Association, a Washington nonprof-it corporatioil, the members of which sliall be ownef-s of the lots
in the Project.
1.3 "Board" or "Board of Directors" shall mean and refer to the governing body of
tt-le Association.
1.4 "Bylaws" shall mean and refer to the Bylaws of the Association as amended fram
tzme to tune.
, 1.5 "Common Expenses" means and includes the actual and estimated expenses of
administration of the Association, and of the ma.intenance, repair, or replacement of those parts of
the Common Property for which the Association is responsible, and any reasonable reserve for such
purposes as found and determined by the Board. 1.6 "Common Property" shall mean and refer to th.e land or easements, together wi#h
any improvements constructed or to be conslzuctzd thezeon, described as such on EYhibit "B"
attached hereto and incorporated herein by tlus reference.
1.7 "Declarant" sha11 mean and refer to K.J.T., L.L.C., and its successors-in-interest and
asszgns with respect to the Development, but shall not include members of the public purchasing
Lots in the Development.
1.8 "Declaration" shall mean and refer to this Declazation of Covenants, Conditions
and Restrictions, as it may be amended from time to time. 1.9 "Dwelling" shall mean and refer to a.n.y residential structure (a.nd appurtenant
improvements) constructed or to be constructed upon 'any individually owned Lot in fihe
Development. 1.10 The "Development" shall mean and refer to the entize property described in Exhibit
"A", includi.ng all structures and improvements erected or to be erected thereon, and includzng all
phases annexed thereto.
- 1.11 "Lot" shall mean and refer to any particular and separately designated parcel of
StTlvIvvlERFIELD EAST 1v ADDITION CC&R Page 2
G:171Tupper Ken 856061Summerfield 21Summerfieid East 4th CC&R 09-05-02.wpd
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' ' ..~.v... 1'. " _ ._..._,._~_..°:.'....~'F _-.1__ . _ ...._.e-_......._.... ..r ._...:.t _ ' ' ' µ
-land resulting froin the subdivisioli of the Development according to the Subdivision Plat, and sold - ~or held by sale to members of the gei7eral public. The terni Lot.shall not, however, 111cJude property ~
owned by the Associafio►i, Cominon Property, oz- dedicated streets. .G
.
-
1.12 "Member" shall mean and refer to a person entitled to'lnembership in the ri
i
Association as provided herein. - ~
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4
1.13 "Owner" or "Owners" shall -mean and refer to the record owner ot- holder of fee or equitable title to a L,ot in the Project. Thzs shall inciude any persoii iiaving a fee simple titie to any :
Lot, but shail exclude persons or eniities having any interest merely as security foi- the perfoiznance ;
of any obligatiozl. Further, if a Lot is sold under a contract of sale (which coiltract ot- notzce thereof ~
is recozded), tlae contract purchaser, rather than the fee owner, sha1I be considered the "Owner". 1.14 ."Phase" shall mean and refer to a particular parcel of property wllich is or shall .
become part of the Project pursuant to the recordation of an -appropriate Declaration of Annexation. i
The property desczibed in Ex-hibit "A" to this Declaxation shall be deemed to be a subsequent phase
of the Proj ect.
1.15 "Property" or "Properties" means and includes the real property covered by this
Declaration, and a11 improvements erected thereon an.d all property, real, personal or mixed, intended
for or used zn connection with the Development. , .
ARTICLE 2
DESCRIPTION 0F DEVELOPMENT, DIVISTON QF PRaPERTY AND
CREATION OF PROPERTY RIGHTS AiND OBLIGATIONS
2.1 Descrintion of the Develoument. The Development consists of the underlying
Properfy with the residential Dwellin~s and aIl other improvements and syste~ns located or to be
located thezeon, regardless of the ownership thereof, and includes all Phases annexed fio the Property.
2.2 Common Prooertv. The Common Pzoperty shall consist of property described as
follows:
A. pnva.te sewage pump station and private foxce main located on property described
and depicted on Exhibit "B" attached hereto.
The Declazant shall construct alI impravements on and to th.e Common Property. Title
to said ixnprovements and the property on or under which said improvements are located shall remain
in the Declarant.
The A.ssociation shall have the obligation to operate, maintain., restore and/or zeplace said
SLJIV~.IERFIELD EAST b`h ADDITION CC&R Page 3.
G:111Tupper Ken 85606\Summerfield 21Summerfield East 4th CC&R 09-05-02.wpd
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- - ~•sewage pi.unp stafiion and sewage force main. A competent person, holda WWCPA certification ~
as a Wastewater Collection Specialisfi 1 or a WSDOE certification as a Group 1 Wastewater
Treatmenfi Plant Operator, will be retained under contract to provide 'zoutine maintenance on the
pump station and force main, ai1d to respond to emeraeiicy situations relative to those faciIities.
. RoLitine maintenance of the facilities slzall include visits to the site every tNvo (2) weeks to
verify proper operation of the puznping aizd control systems, and scheduled maintenance of system
components in accordailce with the maizLifacturer's recommendations. ZZesponse to emeraency
situations shall be accommodated tluouah the installation of an autonzated telephone dialer
integrated Witli the pump station control system to alert the contracted operator in the event of a
sysiem malfitnction. Name and contract infornlation for the contracted operatoi- shall be provided
to Spokane County Divisioa of Utilifiies, as wEll as any updates to that inforrnation.
Spokane County and the Declarant intend the sewage pump station and sewage force main
to be an intenm facility until Spokane County insta.lls extensions to the sewage interceptor line
serving the Development and sturounding area. Existence of the sewage interceptor will allow the
Development to be served by "gravity" sewer Iines, therefore making the sewage pump station and
sewage force main unnecessary. Upon abandonment of the sewage pump station and sewage force
main after eYtension of the sewage interceptor lines, the Association's obligation to operate,
maintain, repair andlor replace the sewage pump sta.tion and sewage force main sha11 termi.nate and
the pnvate easement or Iicense, if any, which wexe necessaiy for the sewage pump station shall be
extinguished. . ; '
ARTICLE 3
ASSOCYATION, ADMINISTRATION, MEMBERSH7P
AND V OTI-NCr RIGHTS
3.1 Association to Enforce Covenants. The Owners of all the Lots covenant and agree
that the administration of the Development shall be in accordance with the provisions of this
Declaration and the Bylaws of the Association, subject to the standards set forth in this Declaration
and alI applicable laws, regulations and ordinances of any governmental or quasi-govemmental body or agency having j urisdiction over the Development. Notwithstanding the generality of the
foregoing, the primazy function of the Association shall be the enforcement of the'resfirictions set
forth in this Declaration.
3_2 Membershi-o. The Owner of a Lot shall automatically, upon becoming an Owner, be
a Member of the Association, and shall remain a Member thereof until such tune as his ownerskup
ceases for any reason, at which time bas membexship in the Assoczation shall automaticaily cease.
Membership shall be in accordance with the Bylaws of the Association.
3.3 Transf.erred Membership. Membership in the Association shall not be transfenred,
pledged, or alienated in any way, except upon the transfer of ownershi.p of the Lot to which it is
appurtenant, and then only to the new Owner. Any attempt to make a prohibited transfer is void.
.
SUivIMERFIELD EAST V ADDITION CC&R Page 4
G:111Tupper Ken 856061Summert"ield 21Summerfield East 4[h CCBcR 09-05-02_wpd
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In the event the Owner of any. Lot should fail or z-efuse to tr-ansfer the membership registered in his name to the purchaser of his L,ot, the A.ssociation shall have thc right tQ record the transfer upon its
books and thereupon the oId zzlembership outstandina in the nanie of tlle sellei- ve nLiil or void. 3:4 Classes of Membel-sbiiD. Thc Associatioil shall have two (2) classes of voting
, nlembership established according to the followMg provisions: .
3.4.1 Class A Membership. Class A Membership shall be lhat held by each
Ownner of a Lot other than Declarant, and each Class A Meniber shall be entitled to one (1)
vote for eaclz Lot oUmed upon expization of Class B Membership. If a Lot is owned by more
than one (I) person, each such person shall be a Ivlember of the Association, but there sha1l
be not more tlzan one (1) vote for each Lot.
3.4.2 Class B Membezship. Class B Ivlembership shall be that held by Declarant.
(or its succussors-in-intezest) who shall be entitled to thxee (3) votes for each Lof owned by
Declaxant; provided, that Class B Membership shall be converted to Class A Menzbership
and sha11 forever cease to exist on the occunrence of whichever of the following is first in
time.
3.4.2.1 When the last lot is sold by Dectarant. Once Class B Membezship is
converted, it shall forever cease to exist regazdless of the annexation of additional , .
Phases within the Estates; or
3.4.2.2 On the ten,th (1 Oth) axuuversary of the recordation o:f this Declaration.
3.5 Votinq Reauirements. Except where otherwise expressly provzded in this Declaration
or the Bylaws, any action by the Association which must llave the approval af the Association
membership before being undertaken sha.ll require the vote or written assent of the prescribed
percentage of the total voting power (both classes) of the Association. .
3.6 Commencement of Voti.na Ri.sahts. Voting rights attributable to any Lot in: a Phase,
other than the first-Phase, shal.I not vest until that Lot sha11 also be subject to assessment obligations
to the Association, pLrsuant to Article 4-below.
3.7 Membershi-D Meetines. Regular and special meetings of Members of the Association
shall be held with the frequency, at the time and place, and in accordance with the provisions of the .
; Bylaws of the Associataon.
3.8 Board of Directors. The affairs of the Association shall be managed by a Board of
, Directors, which shall be established, and which shall conduct regular and special zneetings
according to the provisions of the Bylaws of the Association. The 'Mitial Board of Directors shall
be Kenneth J. Tupper, Bruce $utler, and Willard Hewson, who shail serve for a term of five (5) years
.
SUiY1iMtERFIELD EAST b" ADDXTrON CC&R Page 5
'G:\T1Tupper Ken 856061Summefield 2~Summcrfictd East 4th CCB:R 09-05-02.wpd
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each Lofi owned within the Developmenfi, liereby covenaiits, and eacli Owner of any Lot by'accep-
tance of a deed or contract therefor, wllether or not it skiall be so expressed in such deed oz contract,
is deemed to covenant and agree to pay to the Association: (1) general annual assessments or
charges, and (2) special assessments for capital improvements and Linexpected expenses, such
assessnzents to be established ai7d collected as provided herein and in the Bylaws of the Association.
The regular and special assessments, together with interest, costs, and actual attorneys' fees, shall be
a charge and a continuing lien upon tlZe Lot against which each assessment is made, the lien to
become effective upon levy of the assessment. Each such assessment, together with interest, costs,
and actual attorneys' fees, shall aiso be the personai obligation of the person who was the Owner of
such Lot at fhe time when the assessment fell due. No Owner of a Lot may exempt himself from
liability for the contxibution toward the comrnon expenses by waiver of the use or enjoyment of any
part of the Development or by th.e abandonment of his Lot. 4.2 Pumose of Assessments. The assessments.'levied by the Association shall be used
eYClusively to promote the health, safety and welfaze of aI.l the reszdents of the Development, and
shall i.nclude (as part of the regular periodic assessments) an adequate reserve for maintenance,
repairs and replacement of those areas and facilities owned or managed by the Association, and
which must be replaced on a periodic basis. Specifically, and without limiting the genezalifiy of the
foregoing, the assessments shall be used to cover expenses of admznisterzng the Association, of
enforcing the covenants, conditions, and restrictions of Declaration, of providing for the insurance
for the Assoczation, and of providing for the maintenance of Comnion Property.
4.3 General Annual Assessment. Commencing the first day of MARCH 1, 200 a
the regular annual assessment per Lot shall be $10 . 00 DolJars Z 2000) per year.
Each Lot's share of the fizst Association fiscal yeaz- shall be pzorated based on the number of months
remaixung in that fiscal year. Thereafter, the Board shall determine and fix the amount of the annual
assessment against each Lot at least sixty (60) days i.n advance of the beginning of each fiscal year.
4.4 SDecial Assessments. Ln addition to the regular assessmenfis authorized above, the
Board may levy, in any fiscal year, a speczal assessment applicable to that year o.nly for the purpose
of defraying, in whole or in part, the cost of a.ny construction, reconstruction, repaiz or replacement
of a capital iznprovement within the Development, including fixtures and personal property related
thereto, or to defray any unanticipated or underestimated regular a.ssessment. Special assessments
may also be levied against an individual Lot and its Owner to reimburse the Association for costs
incurred in bringing that Owner and his Lot into compliance with the provisions of this Declaration
and the Bylaws, including attomeys' fees and costs.
SUMIIVLERFIELD EAST ADDITION CC&R Page 6
G.111Tupper Ken 856061.Summerfield 21Summerfield East 4th CC&R 09-05-02.wpd
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4.5 Al location of Assesslnents. Each Lot, includinc, Lots owned by Deciaxanfi, shall bear
an -equal share of eacii regular wzd special assess,zieilt (except for special asscssnients imposed :
abainsi an individuai Lot and its Owner under the prcceding subpal-agraph).
;
4.6 Date of Commencement of Assessrnent; Due Dates. Tlie gecleral ai-Lnual assessments .
provided for herein sha11 cornnience as to eacll Lot in the Developinent or any Phase thereof on the
first day of the month followinb closin; of tle sale of the first Lot in the Development or Phase
thereo:f, but no earlier than Marc_h ._1._, 2003 . Due dates of the assessinents shall be established x
by Che Boai-d of Directors and be set forth in an annual notice, aloilg with the ainount of the geiieral
annual assessment. ~
4_7 Transfer of Lot bv Sale or Foreclosure. Sale or transfer of any Lot shall not affect the
assessment lien. However, the sale or txansfer of any Lot pursuant to mortgage foreclosuze shall
extinguish the liability for and lien of such assessments as to payments which become due prior to
such sale or transfer (except for assessment liens recorded pzior to the mortgage). Such unpaid dues
or charges shall be deemed to be comxnon expenses collectible £rom aIl of the Lots including such ~
mortgagee. In a voluntary conveyance of a Lot, the grantee of the same shall be j ointly and severaJ.ly ~
Iiabie with the grantor for aIl unpaid assessments by the Association against the lafiter for his share '
of the common expenses up to the tizne of the grant or conveyance, without prejudice to the grantee's
right to recover from the gxantor the amounts paid by th.e graritee therefor. However, any such grantee shaJl be entitled to a statement from the Association setting forth the amount of the-un.paid
assessments due the Association, and such gran.tee shall not be liable for, nor shall the Lot conveyed
be subject to a lien for, an.y excess of the axnount set forth in the statement; provided, however, the
grantee shall be eligible for any such assessment becomtng due after the date of any such statement.
4.8 Enforcement of Assessment Oblii~ations; Priorities. DisciiDline. If any part of any
assessment is not paid and zeceived by the Association or ifis designated agenfi within thirty (30) days
after the due date, an automatic late charge of Ten Dollars ($10.00) shall be assessed and additional -
Ten Do1lar (S10.00) sums shall be assessed for each month or fraction thereof from the due date until
the assessment and alI late charges are paid. Each assessment shall constitute a lien on each
respective Lot priox and superior to aIl ofiher liens except (1) all taxes, bonds, assessments and other
Ievies which, by law, would be superioz thereto, and (2) the lien or charge of any mortgage oz deed
of trust of record made in good fai.t.h and for value. Such lien, when delinquent, may be enforced by
sale by the Association, its attorney, or other person authorized by this Declaration, or by law to
make the sale, after failure of the Owner to pay such assessment, in accordance with the provisions
of Washington law applicable to the exercise of powers of sale in deeds of trust, or by judicia.l
foreclosuce as a mortgage, or in any other man.ner permitted by law. The Association, acting on
behalf of the Lot Owners, shall have the power to bid for the 1Lot at the fozeclosure sale, and to
acquirz and hold, lease, mortgage aiad convey the same. Suit to recover a money judgment for
unpaid common expenses, rent and attomeys' fees sha[i be maintainable without foreclosing or
waiving the Iien secunng the same. The Board may impose reasonable monetary penalties, including
SUMMERFIELD EAST V ADDITION CC&R - Page 7
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actual attorneys' fees and costs, and may temporarily suspend the Association membership rights of
a Lot Owner who is in default in payment of any assessment, after notice and hearing according to
fihe Bylaws. .
AR7'ICLE 5
DUTIES AND POWERS OF THr ASSOCIATION
5.1 Duties and Powers. In addition to the duties and powers eriumerated in the Bylaws
or elsewhere provided for hezein, and Nvithout lirnitillb the ~enei-alit4l thereof, the Association shall: -
. 5.1.1 Expend Association funds to maintain, i-epair, i-eplace and manage all
Cornmon Propei-ty, and all property that may be acquired by the Association.
5.1.2 Enforce the provisions of this Declaration by appropriate means, including
wzthout limitatzon, the expenditures of funds of the Association, the employment of legal
counsel, and the commencement of actions. 5.1.3 Maintain such poli.cy or policies of insurance as are required by th.is
Declaratian or as the 13oard deezns necessary or desirable in furkhering the purposes of and
protecting the interests of the Association and its Members.
5.1.4 Have the authority to employ a manager or other pe.rsons and to contract,
with independent contractors or managing agents to perform all or any parc of the duties and
rzsponsibilities of the Association, subject to the Bylaws and restrictions imposed by any
bovernmental or quasi-govern.mental body or agency having jurisdiction over the
Development. Kenneth J. Tupper shall be the Ivlanager for a term of five (5) years,
commencing on the date of recozdi.ng of these Coyenants.
5.1.5 Adopt reasonable rules not inconsistent with this Declaration, or the Bylaws
rel.ating to tl-ie use of particular azeas within t.he Development, and the conduct of Owners
and their tenants and guests with respect to the Property and other Owners.
5.1.6 Establish one or more checking or savings accounts in the name of the
Association with any ban.k, savings association or credit union doing business in Spokane
County, ~rVashington and designate signatories thereon.
A.RTICLE 6
UT1ZrTIES
6.1 Owners' Rights and Duties,. The rights and duties of the Owners of Lots u+ithin 1i.he
Development witb: respect to ufilities shail be as follows:
SUMiv1ERFIELD EAST V ADDITION CC&R paae 3
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6.1.1 Whenever sanitary sewei-, watez-, electric, gas, television receiving, or
telephone lines or coiu1ections are located or installed' within t11e Development, which
connections, or any poi-tion tliereof, is i» or upon Lots owned by otliei- thaii the Owner of a
- Lot served by said connections, the Owners of any Lots served by said co,lnections shall have
. the right, and are hereby granCed an easement to tlle fLdll exteiit necessai-y therefor, to enter
upon the Lofis or to have the uCiiity companies enter upon the Lots in or upon which said
corulections, or ai1y portioii thereof lie, to repair, replace and generally maintain said
connections as and when necessaly.
' 6_ 1.2 Vlenever sa.nitary sewer, water, electric, gas, television receiving, or telephone lines or connections are located or installed within the Development, which
connections serve more than one Lot, the Owner of each Lot served by said connection shall
be erititled to the full use and enjoyment of such portions of said connections as service his
Lot.
6.1.3 In the event of a dispute between Owners with respect to the repair or
rebuilding of said connections, or with respect to the sharing of the cost thereof, then, upon
written request of one of such Owners addressed to the A.ssociation, the matter shall be
submztted to the Board, which shall decide the dispute, and the decision of the $oard shall
be final and conclusive on the parties. 6.2 Sewer. The Owners, their heirs and successors, shall join and participate in any
petition or zesol-ution, the purpose of which is the formation of a utility local improvement district
(ULID) pursuant to RC'W, Chapter 26.94, as amended. The Qwners, their heirs and successors,
reserve the right to oppose or protest any assessment for any ULID established. 6.3 Easements for Utilities and Maintenarice. Easements over and under the Property for
the installation, repair, and maintenance of sanitary sewer, water, electric, gas, and telephone lines
and facilities, such as may be herearter reasonably required to service the Property, axe hezeby
resez-ved by Declarant and its successors-in-interest and assigns, including the Associafiion, together with the right to gzant and tran.sfer the same; provided, however, that no such reservation or grant
of an easement shall unreasonably interfere with the use or occupation of any Lot by its Owners, or
the construction of a Dwelling on any Lot. ARTICLE 7
COVENANTS FOR MA.INTENANCE AND CONSTRUCTION
7.1 Lots to be Kept in Good Renair. Each Owner shall keep all Lots owned by him, and
all unprovements thereon, in good order and repair, includzng, but not li.mited to, the seeding,
watering and mowing of all lawns, the pruning and cutting of all trees and shzubbery, and the
painting (or other appropriate external care) of all buildings and other improvements, and in the case
of undeveloped lots, weeding, mowing and keeping free of debn.s or refuse all in a manner ane1 with
SUIvfiMERFIELD EAST V A.DDITION CC&R Page 9
G:111Tupper Ken 85606\Summerfield Mummerfieid East 4th CC&R 09-05-02.wpd
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..r > such frequency as is consistent wzth good propeirty management. Garage interiors must be
- maintained in a clean and orderly man.ner, so as to avoid the danger of fire.
7.2 Commencement and Comuletion of Construction. The Owmer of a lot shall
commence consti-uction of a dwelling on fihe lot i1ot ]ater than 18 inonths afler closiilg of the lot. All
construction shall be completed within 12 monClzs from the date of commeizcement of construction.
ARTZCLE 8
USE RESTRICT70NS: GENERAL COVENTANTS
8.1 Declaration of Crovernmental Rea-ulation: Strictest Standards Control,. Restrictioizs
contained herein shall not be constz-ued as permitting any actioiz or thing prohibited by the applicable
zon.ing laws, or t11e laws, rules or regulations of any governmental authority, or by specific
restrictions imposed by any deed or ]ease. In tl-ie event of any conflict, the most restrictive provision of such laws, rules, reguiations,' deeds,' leases or the .Development shall be taken to govern and
control.
8.2 Restriction Against Manufacturing or Commercial Entermise. No trade, craft,
business, pxofession, commercial or manufacturing enterprise or business or commercial activity of
any kind shall be conducted or carried on upon any Lot, or within any building Iocated on a Lot. No
goods, equipment, materia.is, supplies or vehicles (including buses, trucks and trailers of any deseziption) used in connection with any trade, service, ; or business wherever the same may be
. conducted, shall be kept, parked, stored, dismantled or repaired outdoors on any residential Lot or
on any street within the Development. Nothing shaJ.l be done on any Lot which may be or become
a public or private nuisance. This restriction shall not be construed, however, as preventing the
maintenance of a home off~ice such as, but not limited to, insuxance, accounting or real estate.
8.3 Land Use and Building Tvne. No Lot sha11 be used except for residential purposes.
Except as provided herein, no building shall be erected, altered, placed or permitted #o remain on any
Lot other fhan one single-£amily Dwelling not to exceed two stories in height and a private attached
garage for not less than two cars. The ttivo story height limit hezein shall not include a basement or
daylight basement.
8.3.1 Restriction Against Raisznia Height of Grade. Neithez the buyer nor any
person or persons ciaiming undez him shall or will at any time raise the grade of any Lot or
Lots herein conveyed above the grade established or to be established by Declarant.
8.3.2 Restriction Aaainst Excavation and Grading. No excavation for stone, gravel, or earth sha11 be made on any Lot except for walls, basements, or cellars of
Dwellings; provided, however, that Declarant reserves the right at any tizne prior to sale of
any Lot to excavate and grade on the conveyed Lot, and to remove materzal fzom or deposit
matenal on such Lot in connection with the work of laying out and improving; provided;
SUM3vffiRFIEL.D EAST 0 ADDITION CC&R Page 10
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turther, that Declaran-L may waive this privilebe as to any Lot on which a buyer may desire
to erect a buiiding before that date_
5.3.3 Restrictions 1s fo Buildino', lUlaterials - CoverinQ Oueside V~Ialls. No ~-esicience
. or structure of any kind that is commonly known as "boxed" or "sheet metal" coristruction
shall be built. Aluminum siding is allowed.
8.3.4 Restrictions as to Roof Material. Roofs shall be covered with fire resistant
iilaterials such as composition roo~'inb or similar product all of which must have a 20-year
warranty.
8.3.5 Restriction as to Fences - Heip-ht and Stvle. No fences shall be permitted in
the front yards of any Lot. Fences in rear yards aizd side yards shall not exceed six (6) feet
in height. Trees, hedging and natural vegetation may be used as a border line. 1~
8.3.6 ReQUirements as to Seedine and Plantine. Wzthin sixty (60) days of
occupancy, front yard landscaping must be completed, weafiher pernutrting, and back yard
completion musf take place within twelve (12) months after occupancy. $ack yard area shall
be considered fifty (50) . feet behznd the Dwelling. All z-emaining property shall be
maintaixled in a reasonable state of repair, cleantiness and neatness. Undesrrable weeds
having a tendency to spread across property lines shall be kept under cont.rol. Weeds shall
not be allowed to grow ovez one (1) foot in heiglit. '
. .
8.3.7 Construction Completion ReQuirements. Any Dwelling or other stnicture
erected or plac%-Id on any Lot shall be completed as to eYternal appearance, including finished
painting and front yard landscaping, pursuant to approved plans and specifications, all within
one (1) year from the date of commencement of construction.
8.3.8 Mandatorv Reconstruction. All buildings must have adequate insurance to fully rebuild in case of fu-e or other disaster, and the Ownez shall immediately rebuild oz repair. -
8.3.9 EntYV for Inspection. Any agent, officer or member of the Board, Committee,
or the Declazant may, at any reasonable predetennined houx, upon twenty-four (24) hours'
notice during construction or exterior remodeling, enter and inspect the structure to
determine if there has been compliance with the provisions of this Declaration. The above-
recited individuals shall not be deemed guilty of trespass for such entry or inspection. There
is created an easement over, upon, and across the residential Lots for the purpose of making
and carrying out such inspections.
8.4 TemDorarv Structures. No structure of a temporary characfer, trailer, basement, tent,
shack, garage, barn, or other outbuilding shall be used on any Lot at any time as a residence either
SUMMERFIELD EAST V ADDITION CC&R Page 11
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temporarily or pernzanently.
8.5 Restriction Against Subdividin.a. No Lot shall be split, divided, or subdivided for
sale, resale, oi- gifrt for the pui-pose of ci-eatillj aizotller building sifie.
8.6 Disuosable Items. No traslz, garbage, rubbish, re:fuse, or other solid waste ofany kind,
including, particularly, inoperable automobiles, appliances and furniture, sliall be tt-irown, dumped,
stored, disposed of, or otIzerNvise placed on any part of the real property. Garbage and similar solid
waste shall be kept in sanitary contauiers well suited for the pui-pose.
8.7 Siens. No sign of any kind shall be displayed to the public view on any Lot except
one professional sign of not more than one square foot or. oiie sign of not moze t1-ian f`ive square feet
advei-tising the property for sale or rent, and two lazge signs used by the Declaxant to advertise the
property during the construction and sales period. Monument signs designating the entrance to the
Development are expressly permitted.
8.8 Siaht Distance at Intersections. "No fence, wall, hedge or shrub planting which
obstructs sight Iines at elevations between 2 and 6 feet above the roadways shall be placed or
permitted to remain within the triangular azea formed by the street property lines a.nd a line
connecting them afi points iwenty-f ve (25) feet from the intersection of the street lines, or in the case
of a rounded pzoperty corner, £rom the intersection of a street property line extended. The same sight-line limitafiions shall apply on any Lot witkun ten (10) feet from the intersection of a street
property line with the edge of a driveway or alley pavement. No tree shall be permitted to remain
within such distances of such intezsections unless the foliage Iine is maintained at sufficient height
to prevent obstruction of such sight lines.
8.9 Animals.
8_9.1 No animals, livestock or poultry of any kind may be raised, bred.or kept on any
Lot. However, cats, dogs, birds or other household pets may be kept in any lawful maruler
if they are not kept, bred, or maintained for any commercial purpose.
8.9.2 Any animals not restricted shall be properly sheltered and cared for. The
Homeowners AssociationYetains the right to limit the number of non-restricted animals, by
a maj ority vote, should it become apparent the number of animals has become a.n annoyance
or nuisance. '
8.9.3 Dogs shall be leashed or penned, and not allowed to run loose. Dog kennels
or runs must be approved by the Association. iNo dogs with Pit Bull or Wolf breeding may
be kept withi.ri the Development. .
SUy1MERFLELD EAST 0 ADbITION CC&R Page 12
G:1T1Tupper Ken 856061Summerfietd 21Summerfield East 4th CC&R 04-05-02.wpd
't• ' 4• , ~•,•l • 1 • •t .1.,~, t . ' ' h: , , , ' •f . ' , .
, .........aL_. f. • _ . . r ...4._«.......... .a..._.._._a_.._..__~__.a.. ..1_.L_ .~..~..ra.~__. ._..._.~~_~~'...~..`i.a.~,~`.a1~.....1,,--+-.-.1 ~_~~1r.~..~i~.~r ,,~il"` . . " . . . _
_ 8_10 Nuisances. No noxious or offensive activity shaIl be carz-ied on uPon ally Lot, nor
shall anything be done thereon whicll inay be or may become an annoyance or nuisance to the neighborhood. 8.11 Exfiernal Liahts_ All extei-nal lighting shall be iion-glare and approved by the
Aschitectural Committee prior to installation_ .
8.12 Vehzcles. No vehicle in excess of 6,000 Pounds gross weight (including campers,
inotor homes, boats, trucks and trailers of any descripfiiolz) used for private purposes may be kepf,
parked, stored, dismantled or repaired outdoors on any residential Lot or on any street within the
Development. No Ovtnler shall pernlit any vehicle owned by lum or *any member of his family or by
an acquaintance which is in an extreme state of disrepair to remain parked upon his Lot or upon any
street within the Developnient for a period in excess of 48 hours.
8.13 Anten_nae. No extemal radio or televi.sion antennae, or transmitters sha11 be permitted. Parabolic reflectozs (satellite dish antennae and wireless cable receivers) less than 20
inches in diametez may be permitted with prior written approval of the fl.ssociation and obtained in
the manner described in Section 9.1. -
8.14 Energv Devices. Enezgy generating and storage facilities; including, but not limited to, solar panels and their appurterances, fuel tanks, auxiliary genexators; heat pumps and air conditioning compressozs, shall be designed and placed in aesthetic harmony with the ofiher
unprovements to which they are appurtenant, as deternuned by the Association, and shall be
insulated so as not to produce an unreasonable Ievel of noise.
8.15 Firearms. The use of firearms or explosives is proh.a.bited, except as required for
construction work duly authorzed by the Association.
ARTICLE 9 GENER.AL PROVISYONS
9.1 Enforcement. The Association, or an Owner, shall have tlie right to enforce, by any
proceeding at law oz in equity, all restrictions, conditio.ns, covenants, reservations, liens and charges
now or hezeafter imposed by the provisions of this Declaration, against any person or persons
violating or attemptzng to violate any covenant, either to restrain violation or to recover damages.
The prevailing party in any such proceeding shall be entitled fio an award of attorneys' fees and costs.
Failuze by the Association or by any Owner to enforce any covenant or restriction herein contained
shall in no event be deemed a waiver of the right to do so thereafter.
9.2 SeverabilitY. Invalzdation of any one of these covenants or restrictions by judgment
or court order shall in no way affect any other provisions which shall remain in full fiorce and efrect. StnMMERFIELD EAST e ADDITION CC&R Page 13
G:111Tupper Ken 356061Summerfield Mummerfield East 4th CC&R 09-05-02.wpd
' 1 .t~.'..1. .~._t, ' 'y y,; i •L~Q}]':1., :~~'•l' ' . i . , •
~..._a....._. _a...~ . .a._.).•.. . . _ .t..~. s._.. . _ .~1. . . i
9_3 Amendment. 7'he covenants ai1d restrictions of this Declaration shall run with and
bind t11e land, for a term o:f ten (10) years fi-om the date this Decla.rafiion is recorded, after wlzich time
they shall be automatically extended for successive periods of ten (10) years. This Declaration may
be amended at any tinie by a seventy-five per cent (75%) affirmative vote of Associa[ion ivlernbers
as provided in Ai-tic(e ZZI_ No such waiver, terinination, or modification shall be efFective until a
proper instrumeilt in writing shall be executed by the Association and recorded in the off ce of the
Auditoz- for the County of Spokane, State of Washington. Notwithstanding the forgoing, however
no amendznent shall be znade wliich has the effect of modiiyina or eliminatino the resiDonsibility of
the Association to maintain, repair or replace Common Property or Ievy assessments necessary
_ tllerefor. .
.9.4 Convevance. Each Owuer accepting a deed, lease or other insti-uinent conveying any
interest in any Lot, whether or not the same incozporates or refers to these restrictions, covenants for
himself, his heirs, successors and assigns, to observe, perform and be bound by these restrictions and
to incorporate fihe same by reference in any deed or other conveyance of alI or any portion of his
interest in any real property subject hereto.
_ 9.5 Exceotions. Exceptions to any of the above-lisfied covenants and restrictions shall
be granted by the $oard of Directors when and only when two-thi.rds (2/3) of the Board determine
such exception is in the best interest of the Association a.nd t11e purposes of these covenants and
restrictions. 9.6 Calendar Year. The year for record keeping a.nd other business and related
transactions of the Homeowners Association shall be a calendar year.
9.7 Limitation of Restrictzons on Declarant. Declarant is performing certain work in
connection with the subdivision of the Property and the construction of community improvement
thereon. The completion of that work and sale of Lots is essential to the establishment of welfare of the Property as a residential community. Tn order that said work may be completed and said
Property be established as a fully occupied residential commun.ity as rapzdly as possible, nothing in
this Declaration shail be understood or construed to: 9.7.1 Prevent Declarant, its contractors or subcontractors, from doing on the
Property or any Lot whatevez- is reasonably necessary or advisable in connection with the
completion -of the work; or
9.7.2 Prevent Declarant or its representatives from erecting, constructing or
maintairung on any part or pat-ts of the Property such structu.res as may be reasonable and
necessary for the conduct of its business of completirig said work and establishing said
Property as a residential community and disposing of the same in parcels by sale; lease or
oiherwise; or
S[TMMERFIELD EAST U' ADDITION CC&R Page 14
• G:MTupper Ken 85606\Summerfie(d Mummerfield East 4th CCBcR 09-05-02.wpd
- ' ` , • ' ' ' • , : ' • , . . . ~ s • '
~
. '.1'. . . . . . _ • ..4, . .,._,.i•~..._ _ ' _4'. . __!.L_~..., - . . . , y~ . ' . ' .
"2~ ~.,_..,.a._.~'...u.:.., ..~...~a.~.. .
9.7.3 Prevent Declarant from maintaininb such sign or signs on any of the Property
as may be necessary for the sale, Iease or disposition thereof. . DECLA.RA.NT: -
~ K.J.T., L.L.C.
~ -
. \N -
. ~
By: KENNETH J. TUPPER ~
Its: Manager
STATE OF WASHrNGTON )
) ss. _
County of Spokane )
I certify that Z know or have satisfactory evidence that Kennetll J. Tupper signed this
instrument, on oath stated that he was authorized to execute the instnunent and acknowledged it, as
the Manage.r of K.J.T., L.L.C., to be the free and voluntary act of such Limited Liabilifiy Compa.ny,
for the uses and purposes mentioned in the instz-ument.
t
DATED: , 2002. ~
0 I~
F . • ~ ~
C. N0TARY PUBLrC in aud for the State
of Washington, residing ai Spokane
j,. "`L,'8 L ~ My appointment expires: ~
* y =o',rj,' ~-G ~ C ~ t. •
, '
SUMMERFIELD EAST 6" ADDIT'IOiN CC&R ~ Page 15
G:1T1Tupper Ken 356061Summerfieid 2\.Summerfield East 4th CC&R 09-05-02.wpd
ARCHITECTURE • ENGINEERING - LAND SURVEYING a PLANNING -
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W,O.# Date r-:;k 12- to, gy LL- F Checked By .
Paae ~ of ~ ~
; L= V (y+d) ~12 2: The same probl em as i n Exampi e 1 ex-
2 cept the facility considered is a curb
open i ng with no grate. The openi ng i s
Where L= minimum length of slot in 4' long and 3" in height. The opening
feet is depressed 2" from the gutter grade.
V= mean velocity of flow in the From Figure 16 using the depression (a)
approach gutter of 2"
y= depth of water at curb in ap- .
. proach gutter Qa= 0.08 cfs/ft
d= thickness of grate at down- La -
stream end of the slot
. Q= 0.08 cfs/ft x 4 ft = 0.32 cfs
Fi gure :l 6( page 6-37 )may be used to de- t ermine the capacity of a curb or side The amount bypassing equals 1.5 cfs -
o pening on a continuous grade. . 0.32 cfs = 1.18 cfs. A curb opening on _
this grade would not be economical nor
4-1.3 Examples - l: A proposed paved desirable.
street is t-o be constructed with 6"
curbs. The cross slope is 2.5%. The 4-2 Culverts and c]osed systems - Cul-
street grade is 4% and flow of 1.5 cfs verts shall be sized for the design
will flow in the gutter and must be storm,'by determining the maximum allow-
intercepted by a grate. a grate 1.5' x able headwater elevation at the entrance
1.7' is being considered. First calcu- to wh►'ch water may rise without damage
1 ate the depth and width of fl ow i n the to private property or the publ ic road.
guttere From Figure 18, depth = 0.12', Headwat~r elevations shall be shown in-
width 4.8'. the computation. Pipes in closed sys-
tems similarly wi11 be sized by calcu-
We can check the length of the grate by lating the headwater in each catch basin
112 or manhol e. A minimum of 0. 75' free-
t he formul a L= V(y + d) d= 0.145' board wi 11 be aT 1 owed between the water
2 surface i n a catch basi n or manhol e and
the top of grate or cover. Except as
The velocity = Q = 1.5 cfs = 5.2 f ps hereinafter allowed, the minimum dia-
A 4.8' x 0.12' meter culvert under a public road shall
. 2 be 18". Culverts shall be designed to
112 carry the desi gn runoff with a headwater
L=(1/2) (5.2 fps) (0.145'+.12' ) = 1.34' depth not greater than 2.0 times the
required 1.34' < 1.7' The grate i s 'cul vert diameter for culverts 18 i nches
long enough. and under, or 1.5 times the culvert
- diameter for culverts greater than 18 .
The percentage of width covered by the inches.
grate is 1.5'.= 0.31 From Figure 15
4,8' Minimum velocities in pipe systems and
the percentage of Q intercepted is 64%. culverts shall be 4 feet per second at
Q intercepted = 0.64 x 1.5 cfs = 0.96 design flows to prevent silting unless
cfs. Say l-cfs otherwise permitted by the County Engin-
eer. -
The amount bypassing the grate is 1.5 .
cfs - 1.0 cfs = 0.5 cfs. An additional Minimum cover over culverts and . pi pes
facil ity wil 1 be requi red downstream to within a publ ic roadbed shall be 1 footo
intercept the remainder.
-
4-3
Ar • p r ~
Minimum culvert and pipe slopes shall be crit.ical slope to less than critical 0.5%. slope causing a loss of energy' and re-
sulting in a possible deposit of silt -
Horizontal angle points shall not be al- just downstream from the-jump. Angle
]owed in a storm system unless a manhole points in ditch profiles shall be placed
or other suitable access is provided for so as to prevent a jump -from occurring
cleaning, at the entrance to culverts.
When two different sizes of pipes are
joined at the same manhole -or catch ba- 4-2.1 Types of flow. _ Flow in open
sins, place the 0.8 diameter point of channels is classified as uniform -or
each pipe at the same elevation. The nonuniform. The flow is said to be uni-
exception to this rule would be at drop form when the rate of discharge is not
m anholes. v arying with time. In these guidelines,
the flow will be assumed to be uniform
Downsizing, of culverts within a closed at the discharge rate for which the -
syst en with culverts less than 18 inches channel is to be designed. Uniform flow
in diameter, is not permitted. Culverts occurs when the channel cross section,
1 arger` than 18 inches in diameter may be roughness, and, slope are constant; and
downsized 3 inches, if the culvert capa- as nonuniform or varied when the channel
city is adequate and a minimum 100 foot properties vary from section to sec-
r un of pipe is proposed to be down- tion. s ized.
Depth of flow and the mean velocity will
Except as hereinafter allowed, no pipe be constant for uniform flow in a uni-
within a storm sewer system shall be form channel.
smal 1 er th an 12 i nch d i ameter . Storm sewer systems shall conform to the fol- lowing manhole spacing: 4-2.2 Uniform flow. With a given depth
of flow d in a uniform channel, the mean
Pipe Size velocity V may be computed by the
Maximum Distance Between Manholes M anning equation:
12"-15" 1811-42" Above 42" V= i.49 R2/3S112
200' 300' 500'
n
A 10-inch in which:
pipe with a minimum velocity
of 4 fps may be used to connect a con- R= Hydraul ic radius = A/WP = area of
crete inlet to a catch basin or drywell cross section of flow divided by
if the design flows are accommodated and wetted perimeter.
i f the length of the pipe does not ex- S= Slope of total head 1 ine.
c eed 44 f eet . n= Mann i ng roughnes s coeff i c i ent .
No storm sewer pipe in a drainage ease- 'The discharge Q is then:
ment shall have its centerl ine closer
than 5 feet to a private rear or side Q= AV
property lines.
The Manning equation will give a reli-
A hydraul ic jump occurs when the slope able estimate of velocity only if the
of the channel changes from greater than discharge, channel cross section, rough-
4-4
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742 AASHTO-Geometric Design of Highways and Streets
III. Stop Control where traffic on the minor roadway must stop prior to ~
~ entering the major roadway. . . .
. , .
IV. Signal Control where all legs of the intersecting roadways are ; ,z; i , •
. requixed to stop by either a stop sign or where the intersecrion is con-
.
trolled by traffic signals.
~ y~•l: , "
. A.~
Each of these cases is discussed in the following paragraphs.
a- . . . , .
..-'s-.:
Case I-No Control, lbut Allowing Vehicles to Adjust Speed
. .
Where a crossing is not controlled by yield signs, stop signs, or traffic sig- .
nals, the operator; of a vehicle appzoaching an intersection must be able to per- ceive a hazard in sufficient time to alter the vehicle's speed as necessary
before reaching the intersection. The amaunt of time necessary to start decel- ; eration is the driver's perception and reaciion time, which for intersection
' design, can be assumed to be 2.0 sec: In addition, the driver should begin
ii~•
~actual braking some distaace from tlie intersection to accomplish deceleration
.
` and avoid collision. A lower limit for the distance from an intexsection, where '
a driver can first see a vehicle approaching on the intersecting road, is that
which is traversed during 2.0 sec. for perception and reaction plus an addi-
tional 1.0 sec. to actuate braking or to accelerate to regulate speed. The aver- '
age distances traveled by a vehicle zn 3.0 sec. are the following: .
f$Y`~
Speed (mph) Distance (ft)
i~~. . 10 45
15 70 t ; .
-
20 90 . ~ -
25 110 .
. .
; 30 130 35 155
180 . ,
~ ~ 40 ' -
.y~
JO 220
- •1 ~ (Q 260
70 310
Under Case I, in Figure IX 32A, for the given speeds, the sight triangle is
determined by the above minunum distances along the road. Referring to Figure LX-32A, tughway A with a 50 mph speed and highway
B with a 30 mph speed, require an unobstructed sight triangle between points
on highways A and B with legs extending at least 220 ft and 130 ft, respec-
~ - .
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750 AASHTO-Georrcetric Design of Highways and Streets
. . ,
F ; ~i~~ . i ' ~ _,,1 e
ditions for a given distance S in ft. In Figures 35 and 35A, Case IIIA, the.dis-
tance S that the crossing vehicle must travel to clear the major highway is the -
~
sum of three distances (in feet): -
G!:;•~ ~ ~
i ~ ' ; • _ ' _
S=D+W+L
,~p ,c i . ' - - •
where: D= distance from near edge of pavement to the front'of a
~ stopged vehicle, ft;
W = pavement width along path of crossing vehicle, ft; and
L = overall length of vehicle, ft.
70 , . . . _ .
60
:~f ,t ~ • - .
50
. .
cr_
40 :
~r: _ - - - , ~ • -
~
~r N 30 w ACCELERATION OF ~
PASSENGER CARS
20, - -
NORMAL RATE FOR -
; ~ • ~ W LEVEL CONDITIONS
10
10 20 30 40 50
~ .
TIME (SECONOS)
~ i 14~~ . ,
Figure OX-34A. Acceleration curve time-speed relationship for
, . - ~
,
passenger vehicles. ~ ~ _ •
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eets~ ' . ~ At-Grade Intersections , 751
.Y.. ~
~ • , . {,I~ •
dis- CASE AI STOP CONTROL
the
~ MAJOR ~ ~''~r
HIGHWAY
)f a ------t-~
/ ~
d2 'n
MINOR HIGHWdY
ti-~F. ~ .
~ CASE IIIA - STOPPED VEHICLE CROSSING '
A MAJOR HIGHWAY
, . . ~
`F11~
MAJOR --i- ~
~ HIGHWAY
d d
A, I , 2
MINOR HIGHWAY ; A~~ x `
CASE II18 - STOPPED YEHICLE TURNING LEFT lNTO
TWO-LANE MAJOR HIGHWAY .
M1
~r MAJOR , - •
s; HIGHWAY [~----_---i-~-=----------~
f~ J ~
d,
~ 1
; MINUR HWAY ~ E
CASE 111C - STOPPED VEHICLE TURNING RIGHT INTO
' TWO-LANE MAJOR HIGHWAY OR RIGHT TURN ON A RED SIGNAL
•
• - i~.
u
Figure IX-35. Intersection sight distance at at-grade intersec- •r;., vR-_
tIOt1S.
'k}
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- - - - . - - - - . ' -s:
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752 A.ASHTO-Geometric Design of Highways and Streets
' ~ • ~ ~ ~ _ - ~ .
4'
--------~J f-I MAJOR HIG}iWAY ^!p 4
ECTCE dFI T4kYELED OAT OR NR8 t '
_J EDCF OF Stroi1LDER S
L IL=~O'
;j
:
E
'j• - ~ ~
di 42 ~
f~+ di Or2 dy = KfERS£CTIOM SIGHT DIS71WCE REOUtREDiI - -
di OR dZ = t47 VlJ+tor. S►tERE
v • oem~++ saEm ne.Q.t,., ~ -AI-IlNDIVIDED HiGNWAY . -
J= PERCEPTIOM/REACTtON 7DAE, ASSUNE 2 SECOMDS O' 4 ~ • k
10 = TW FOR aLCElERATPpH ISEf FlGIJRE OC-13+.
MEEDED TO OEVfLUf':
S a D-q*L 1IHFRE: • ~ .
a:
5z O15TAHCE TRAVQED BY VpH!C(,E TG CROSS .
aR ►eGH►„r CrEn FOR VkLUES OF d OR d
~ ~ D= QISTUtCE FROY NfJR Q7GE QF PAVE1tEtR 70 ~ 2
' FHONT Ui A STOPPm YFlCCLE. wSSUrE t0 F£ET.
. ~ ; PAvoMExr rMni u.aic PArH oa ccRsnsmrc -SEE FIGURE IX-39
, i
OY~nLL LENGTH OF CROSSBtG YEF4CLE. P- t9 QESiGm WffD1AN M7DTH CRQSSWC WAtlEUVER t,
`s'•~ ; SU = 30'. a8-50 = SS'. vf~eC.LE t FEE7 ) N0. aPERATI0H5
n
f a.,i ~F vHfRE STaPPNC SlGM DSST4NCE f S.S.D. IEXGEE05 P 0-24' I
TNE Eli£RSECTtOM 9i;H7 DISTANtE l LS.D.1 USE T/E ~ p G24' 2
S . S.S.A 1
'titE FROflT OF YE}ffCLE ZIIII NORUnLLT I C' f Si1 <36' 2
I
f FAI.I AT EDGE OF 9!OlAQER. THf
9fOtA.GER tRDTH WY Bf IESS I ~ ~ I b8-50 0-60• ~ t'-
T}4N t0 FEE7. V• ~ ae-so c6o• 2
y; tj~`- ~nEs------ ,-':.~.J:+'-,•.
N
MAJOR H1GHwAY g d 1 , - ~ / ~ + _ ~ 1 ' ~
- - -
T.P.-
l.
. ~ .
j- w-EDGE OF TRAYELED MAY Ot' CUitB
t ~K ~~1 -~P7 :UGF OF SHOtA.QER
EYE IOCnTfQN
T.P.=TRAVQ`D 1fAY PAVEMENT Ii 2
Q
w II umua VMTH ~ 01 ~
11 = TP ( 2 ) •u -A2-QtVIDED HIGHWAY - _ -
_ ~ ~E~+ ~
76 MAM.E AD,NSTMENTS FOR GRAQES. SEE TABIE rX-8 4'
TO ADJUS7 WtDTN i U► ) FOR SKEW ANGLE CROSSING, SEf • i 1'•-~'-e ,
FlGURE 1X-41.
1~11~` -ryl F ~
~
Figure IX-35A. (A1 and A2)-lntersection sight cfistance (case
161A-levet-90 degree crossings).
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753 At-Grade Intersections
. Most drivers stop their vehicles as close to the edae of the intersection
- pavement as convenient; however, many leave several feet. For general design purpose, a D'value of 10 ft is assumed (measured from pavement edge to
front of vehicle) for the Case III conditions.
The value of W is measured along the path of the acceleraring vehicle. The
. principal variation in VV is the number of lanes on the major highway. Lane
widths of 12 ft are used.
The values of L, as shown in Chapter II, are 19, 30, 50, and 55 ft for the P,
SU, WB-40, and WB-50 vehicles, respectively. . 4,~ ~
Figure IX-39 shows the sight distance d necessary for safe crossing from a ~!;~'Y•y
stopped position with pavements of 12-ft lanes at nearly right-angle intersec-
rions. The sets of sloping lines give the values for the three types of crossing
: vehicles, each with a reference to two, four, and six-lane widths. Values for
other Pavement widths can be calculated readily by the use of proper t~, as
- detezmined from Figure IX-33. These values are for level conditions. For grade adjustments, refer to Chapter M. ` In testing whether a sight distance along a major highway is adequate at an
Y7vT7`~:'.iintersection as given in Figure IX-39, the distance should be measured from a ~;~W~
height of eye of 3.50 ft (for passenger cars) to the top of an object, 4.25 ft
. above the pavement. Stopping sight distance values for each design sgeed as
- given in Chapter III, in the Section "Stopping Sight Distance", is also shown •i:~~~5
- on Figure IX-39. Comparing the d values contained in Chapter TII, indicates
that in certain instances for `P' design vehicles above 50 mph, the stopping ~„'IaJ'~
~ sight distance will exceed the intersection sight distance (d). Where this ~4-- ~t
: occurs, to perm.it a crossing from a stopped position, the stopping sig ht dis-
_ tance will govern.
~ Divided hibhways, where the median width is equal to or greater than the
- vehicle length, allow the crossing to be made in two steps. The vehicle crasses
the first pavement, stops within the protected area of the median opening,
' and there awaits an opportuniry to complete the second crossing step. For h.~
divided highwaYs with median widths less than L, the length of the design ff; ;0 ~
' vehicle (Figures IX-32 and IX-35A), the median width should be included as ~'~Y.~~ .
part o f the W value. Figure IX-35A, the divided higbwa y, shows each design
~
vehicle and the median width [hat determines the number of steps for each 'y, A~~ -
crossing maneuver. Where the stopping sight distance along a major highway is less than the
Case IIIA distance at an intersection, vehicles on the major highway may have
' to ad~ust their sPeeds. Intersection warning sibans indicating the aPProPriate
. ~
approach speed may be provided. When the sight distance along the major
h i g hway an d t he pavemen t wi d t h a l on g t h e p a t h of the crossin g vehicle are '.5~, , .
known, the appropriate approach speed can be computed or obtained directly
, - from Figure IX-39.
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LOW POINT ELEV = 2036.16
~a • .
-o 0 _ . . _ . LOW POfNT . STA = , 17+54.03 . .r~ . . . _ _ _ . _ _ _ . . . _ . . . _ . . , _ . .
O R 29403~~ ~ . . . PVI STA - 17+29.03 . . . , . . . . . ~ _ . . . . . . . . . . . . . . .
rsTE
NAL . . . . . . _.A.D.-- - 2.000& . . . . . r. : . . . . ; . . . . . . . .
LEXPIRES 6/22/a 3 K 5a.0000 : 2~46 - . . _ 1.OO..DO,.....Vc . ; . . ~ ~ . . . _ . - . , .
:
. . _ . . : . ~t~ ` • ~ , . '
: . . . ~ . . . . ; _ . . - ~ . . . ; . . .
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a, 10 ~ . . . . . . . . .
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l . , . . . . j . . . . . ~ r~ `
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136 AASHTO- _,~tetric Desioon of Highways and Streets
~
~~~~-d -
ping sight distance, with greater than minimum distance being preferred.
4% L.engths of stopping sight distance vary with vehicle sp.eed and are discussed
~x }9 Y
ira detail at the beginning of this chapter.
Criteria for Measuring Sight 1)istance
• :•il.
Sigbt distance is the distance along a roadway that an object of specified
height is continuously visible to the driver. This distance is dependent on the
height of the driver's eye above the road surface, the specified object height
above the road surface, and the height of sight obstructions within the line of ~ .
- sight.
, . .
Height of Driver's Eye
For sight distance calcularions for passenger vehicles, the height of the
driver's eye is considered to be 3.50 ft above the road surface. This value is
based on studies (14, 15, 16, 17) which show that average vehicle heights
decreased since 1960 to 4.25 ft with a comparable decrease in average eye
} ~ heights to 3.50 ft: The average vehicle heights decreased 2.6 in. in this ~
period, which correlates well witlt the 2.1-in. reduction in average eYe
heights. In the same time period the minimum height of eye decreased 2.5 in. .
to 3.31 ft. Because of this si.gnificant change in the minimum eye heights, the
~
design eye height has been -reduced from 3.75 ft to 3.50 ft. This change in eye
,
height bas the effect of leng'thening' minimum crest vertical curves bY aPProx-
imately 5 percent, thereby providing about 2.5 percent more sight distance.
Because of various factors that appear to place practical limits on any further
decreases in passenger car heights and the relatively small increases that fur-
ther change would mandate in lengths of vertical curves, 3.50 ft is considered to be the height of driver's eye for measuring both stopping and passing-sight
distances. For large trucks the driver eye height ranges from 6 to 8 ft with the
;average height being 8 ft. Eight ft is assumed for design. .
r • .
Height of Object .
For stopping sight distance calcuIations, the height of object is considered
to be 6 in. above the road surface. For passing sight distance calculations, the
height of object is considered to be 4.25 ft above the road surface. -
Stopping sight distance object. The object height of 6 in. was adopted for
r stopping sight distance calculation purposes in 1965. The basis for its selec-
.
tion was largely an arbitrary rationalization of possible hazardous object size
;
r f 4~ ~
~ f -
~
~ti,t ~~l ,
138 AASHTO-Gea::,p.:~~ Design of Highways and Streets
~01~;
considered in the preliminary stages of design when both the borizontal and -'1
vertical alinement are still subject to adjustment. By determining graphically
,~i~•, ' ' ,
the sight distances on the plans and recording them at frequent intervals, the .
designer can a raise the ovexall la out and effect a more balanced desib an b PP Y Y
t . -
minor adjustments in the plan or profile. Methods for scaling sight distances
~ • ,
are demonstrated in Figure IlZ-3. The figure also shows a typical sight dis-
tance record that would be shown on the final lans.
Because the view of the highway ahead may change rapidly in a- shart dis-
tance, it is desirable to measure and record sight distance for both directions
of travel at each station. Both horizontal and vertical sight distances should be i
Jr 1E'* measured and tbe shorter lengths recorded. In the case of two-lane highwaYs, - t
,
`~.passing sight distance in addition to stopping sight distance should be mea-
; sured and recorded. • '
Sight distance charts such as those in Figures I1I-41 through III-44 maY be
used to establish minimum lengths of vertical curves. Charts similar to Fig-
' • ures III-26A and III-26B are useful for determining the degree of hoirizontal ~
curve or the lateral offset therefrom needed to provide the required sight dis-
tance. Once the h o r i z o n t a l a n d v e r t i c a l a lin e m e n t s a r e ten t a t i v
ely established,
~ the practical means of examining sight distances along the proposed highway • -
is by direct scaling on the plans.
Horizontal sight distance on the inside of a eurve is Iimited by obstruc- ,
tions such as buildings, hedges, wooded areas, high ground, or other topo- ~
graphic features. These generally are plotted on the plans. Horizontal sight is
measured with a straightedge, as indicated 'at the upper left in Figure III-3. The cut slope obstruction is 'shown on the worksheets by a Iine representing
the proposed excavation slope at a point 2.0 ft(average of 3.50 and 0:5 ft) ~
't • above the road surface for stopping sight distance and at a point about 3.75 ft
f~:r above the road surface for passing sight distance. The position of thzs line
,
'`r; with respect to the centerIine may be scaled from the plotted highway cross
sections. Preferably, the stopping sight distance should be measured between
points on the one traffic lane, and passing sight distance from the middle of
one lane to the middle of the other lane. Such refinement on two-lane high-
ways generally is not necessary and measurement to tbe centerline or pave- r
ment edge is suitable. Where there are changes of grade coincident with hori-
zontal curves that have sight-limiting cut slopes on the inside, the.
line-of-sight intercepts the slope at a Ievel either lower or higher than the
-G ~P
assumed average height. In measuring sight distance ihe enor in the use of
the assumed 2.0- or 3.75-ft height usually can be ignored. .
~ fa.h Vertical sight distance may be scaled from a plotted profile by the method" illustrated at the right center of Figure III-3. A transParent striP with Parallel
.
edges 4.25 ft apart and witb scratched lines 6 in. and 3.50 ft from the upper
edge, in accordance with the vertical scale, is a useful tool. The 3.50-ft line is
~i~~ y ' ii
. ,
~ i, ~ l~ ~ ~ • iT ~
i..:' ♦
~-v~:~R ~ 140 AASHTO-6eometric Design of Highways and Streets
.~*~~i ~ • '
placcd on the station from which the vertical sight distance is desixed, and the
strip is pivoted about this point until the upper edge is tangent to the profile.
The distance between the initial station and the station on the profile inter-
sected by the b-in. line is the stopping sight distance. The distance between
the initial station and the station on the profile intersected by the lower edge
of the strip is the passing sight distance.
1 4 A simple sight distance record is shown in the lowez part of Figure III-3.
Sight distances in both directions are indicated by arrows and figures at each
station on the plan and profile sheet of the proposed highway. To avoid the
extra work of ineasuring unusually long sight distances that may.occasionally ,
be found, a selected maximum value may be recorded. In the example shown,
. all sight distances of more than 3,000 ft are recorded as 3,000+, and where
, ~;.s
this occurs for several consecutive stations, the intermediate values are omit- . •!ted. Sight distainces less than 1,000 ft may be scaled to the neazest 50 ft and
those greater than 1,000 ft to the nearest 100 ft. The available sight distances
along a proposed highway also may be shown by other methods. Several
. r ~ i.
, States use~ a sight distance graph, plotted in conjunction with the plan and
.
profile of the lughway, as a means of demonstrating sight distances.
Sight distance records for two-lane highways may be used to advantage to
?tentatively determine the marking of no-passing zones in accordance with cri- teria given in the MUTCD (8). IVlarking of such zones is an operational rather
than a design problem. No-passing zones thus established serve as a guide for
markings wben the highWay is completed; the zones so determined should be
checked and adjusted by field measuzements before actual markings are
placed.
Sight distance recocds also are useful on two-lane highways for determin-
ing the percentage of length of highway on which sight distance is restricted
to less than the passing minimum, which is important in evaluating capacity.
With recorded sight distances, as in the lower part of Figure I1I-3, it is a sim-
ple process to determine the percentage of length of highway with a given
sight distance or greater. ; 1 45 4 -
HORiZONTAL ALII`1EMENT
k~
` ' -
, T'heoretical. Consideratioans . .
•,j~';p • .
For balance in highway design all geometric elements should, as far as
economically feasible, be determined to provide safe, continuous operation at
a speed likely under the general conditions for that highway or street. For the
most part tlus is done through the use of design speed as the overall control.
s
;
Fi
' j "5l .-i • r :v' • ~
~,M ~`:y~. l~,j~,i~ ~.'~'l~'~;:r,,~,,.rrf.::s',',.~~,1'•.;.` -
r
Date: March 26, 2003
Name: Summerfield East 5th Addition
Basin Nam DA-8 Design Frequency: 10 YR
~
1. Determine Time of Concentration
Segment 1- Overland Flow OVERLAND FLOW
Length L= 145 ft(Length) MAX LENGTH = 300 ft.
Slope S = 0.01 ft/ft (Slope)
n = 0.016 Roughness Coefficient (Asphalt)
Ct = 0.15 From Figure 3, Page 6-5 of
"Guidelines for Storm Water Management".
Tc1 = Ct"(L'n/(S^0.5))^(0.6); From "Guidelines for Storm Water Management".
Tc1 = 0.99 min.
Segment 2- Shallow Concentrated Flow CURB GUTTER
Length L = 0 ft
Slope S = 0.005 fUft
n= 0.014 Roughness Coefficient (Concrete Gutters)
Depth, y= 0.09 ft. (Assumed depth of flow)
Cross s = 0.02 ft/ft
Z = 50.00 fUft (Z=1 /s)
Area, A= 0.20 ft. (A = 1/2'Z'(y"2))
Q gutter = 0.21 cfs (Manning's equation flow)
Velocity, V= 1.05 fps (V = Q/A)
Tc2 = LengthNelocity
Tc2 = 0.00 min.
Segment 3- Channel Flow PIPE
Length L = 0.00 ft
Slope S = 1.000 ft/ft
n= 0.012 Manning's Roughness Coefficient (Concrete)
Diameter = 0 inches
Area, A = 0
R= D/4 = 0 ft.
Velocity, V= (1.49/n)'(R^2/3)'(So^1/2) (Mannings Equation)
Velocity, V= 43.62 ft/sec
Tc3 = LengthNelociry
Tc3 = 0 min.
Total Tc = 0.99 min.
2. Determine Weighted Runoff Coefficient (C ) and Area:
Area
Surface Type (sfl (acres) C' CA
Open Land (2% - 10% slope) 39636 0.91 0.3 0.2730
Roof 8 Sidewalk 11845 0.27 0.9 0.2447
I A\;
~J
Asphalt, Curb 8 Driveway 10890 0.25 0.9 0.2250
From Bypass 4th Add Open Land 14332 0.33 0.3 0.0987
From Bypass 4th Add Roof 8 S. 3980 0.09 0.9 0.0822
From Bypass 4th Add Asp etc. 6240 0.14 0.9 0.1289
DA-8 Only 62371 CA = 0.7427
Total Drainage Area 86923 2.00 Sum CA = 1.0526
Total Impervious Treated Area 10890 0.25
* From Table 1, Page 6-2, "Guidelines for Storm Water ManagemenY"
Weighted C=(Sum CA)/(Sum A) = 0.5275
3. Determine Peak Runoff (Q = CIA):
Based On: Total Impervious Area
Duration (Tc) = 0.99
Weighted C = 0.5275
Intensiry (I) = 3.18 in/hr from IDF Curve for Spokane, WA
Area (A) = 2.00
Peak 10-year discharge = 2.36 cfs DA-8 only
3.35 cfs DA-8 Plus DA586 of 4t#i Addition
4. Determine Volume of Biofiltration Swale/Drainage Area:
Total Impervious Treated Area = 10890.00 sf
Required Biofiltration Swale Volume = Impervious Treated Area x 0.5"/12 infft
Required BiofilVation Swale Volume = 453.75 cf
"208" Biofiltration Swale Bottom W idth = 2.00 ft
"208" Biofiltration Swale Bottom Length = 532.00 ft
"208" Biofiltration Swale Depth = 0.5 ft
"208" Biofiltration Swale Side Slopes (X : 1) = 4
"208" Biofiltration Swale Bottom Area = 1064 sf
"208" Biofiltration Swale Top Area = 3216 sf
"208" Biofiltration Swale Volume = 1070 cf POND SIZE CHECKS
5. Determine the Maximum Outflow:
Soil Type: Garrison Gravelly Loam (GgA) From Spokane County Soil Sunrey, SCS
Based on the soil type and "Guidelines for Storm Water Management", Page 4-15, the allowable
design drywell flows are as shown below:
Number of Type A(0.3 cfs) Drywells Required: 0
Number of Type B(1.0 cfs) Drywells Required: 1
Total Outflow (C 1 cfs
6. Determine Required Detention Storage Using Bowstring Method
Time Increment = 5 min.
Elapsed Time Intens. Q in Vol. In Vol. Out Storage `
(min.) (sec.) (in/hr) (cfs) (cu.ft.) (cu.ft.) (cu.fc.)
0.99 59 3.18 3.35 266 59 207
0 0 3.18 3.35 0 0 0
5 300 3.18 3.35 1005 0 1005
10 600 2.24 2.36 1415 146 1269
15 900 1.77 1.86 1677 326 1352
20 1200 1.45 1.53 1832 499 1333
25 1500 1.21 1.27 1911 660 1251
30 1800 1.04 1.09 1971 823 1148
35 2100 0.91 0.96 2012 983 1029
40 2400 0.82 0.86 2072 1160 911
45 2700 0.74 0.78 2103 1326 777
50 3000 0.68 0.72 2147 1505 642
55 3300 0.64 0.67 2223 1712 512
60 3600 0.61 0.64 2312 1934 378
65 3900 0.61 0.64 2504 2234 271
70 4200 0.61 0.64 2697 2534 163
75 4500 0.61 0.64 2890 2834 56
80 4800 0.61 0.64 3082 3134 -51
85 5100 0.61 0.64 3275 3434 -159
90 5400 0.61 0.64 3467 3734 -266
' Storage = (Vol in. - Vol. out)
7. Determine the Minimum Required Depth above Biofiltration Swale:
Required Detention Storage 1351.7 CF (See Bowstring Method, maximum value)
Calculated "208" Biofiltration Swale Volw 1070.0 CF
Required Storage Above p208" Swale: 281.7 CF NEEDS ADDITIONAL SWALE VOLUME
"208" Swale Top Width: 6.0 ft (See "208" Swale Volume Calculations)
°208" Swale Top Length: 536.0 ft (See "208" Swale Volume Calculations) "208" Swale Top Area: 3216.0 SF (See "208" Swale Volume Calculations)
"208" Biofiltration Swale Side Slopes (X : 4.0 (See "208" Swale Volume Calculations)
Depth Above "208" Biofiltration Swale: 0.1 ft
Detention Pond Top Width: 6.8 ft
Detention Pond Top Length: 536.8 ft
Top of Detention Pond Area: 3650.2 SF
Volume above "208" Biofiltration Swale: 343.3 CF POND SIZE CHECKS
8. Determine Adequacy of Drainage Structures:
North Side, from East
Driveway Inlets:
Q = 0.56*(ZJn)'(S^0.5)'`(d"(8/3))
No. 1
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of first driveway
30 ft.
Total Curb footac 425 ft,
Flow, Q= 2.36 cfs, From Peak Runoff Section
Flow, Q= 0.17 cfs, proportional to upstream curb footage
Flow from 4th Ad 0.49 cfs
total Q = 0.66 cfs
Slope S = 0.005 ff/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z=1/s= 50
depth of flow = 0.134 ft.
Driveway Curb on continuous grade: (see page 6-38, "Guidelines for Storm Water ManagemenY")
interception per foot of inlet opening 'rf the inlet were intercepting 100% of the gutter flow.
Qa/La = 0.03 cfs/Lf
Curb height = 0.5 ft.
Discharge Qn = 0.66 cfs
La, Linear feet: 21.98 ft.
Length of Openin 20 ft.
(Length of opening consists of 1 driveway, 20.0' wide at each opening)
ULa = 0.91
Q/Qa= 0.99
Flow carried to the next inlet:
0.01 cfs
~ Use 20 ft. of Total Curb Opening ~
North Side, from West
No. 2
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of second driveway
80 ft.
Total Curb footac 425 ft.
Flow, Q= 2.36 cfs, From Peak Runoff Section
Flow, Q= 0.44 cfs, proportional to upstream curb footage
Slope S = 0.005 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z=1/s= 50
depth of flow = 0.115 ft.
Driveway Curb on continuous grade: (see page 6-38, "Guidelines for Storm Water Management")
interception per foot of inlet opening if the inlet were intercepting 100% of the gutter flow.
Qa/La = 0.025 cfs/Lf
Curb height = 0.5 ft.
Discharge Qn = 0.44 cfs
La, Linear feet: 17.78 ft.
Length of Openin 20 ft.
(Length of opening consists of 1 driveway, 20.0' wide at each opening)
L/La = 1.12
Q/Qa= 1.00
Flow canied to the next inlet:
0 cfs
~Use 20 ft. of Total Curb Opening ~
North Side Inlet, Sump condition
No. 3
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upsVeam of second driveway
100 ft.
Total Curb footac 425 ft.
Flow, Q= 2.36 cfs, From Peak Runoff Section
Flow left from (1,: 0.01 cfs
Flow, Q= 0.56 cfs, proportional to upstream curb footage
Slope S = 0.005 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 fUft
Z=1/s= 50
depth of flow = 0.126 ft.
Curb Opening at Low Point: (see page 6-40, "Guidelines for Storm Water Management")
~
Curb Height (h) = 0.5 ft (Type 1 Curb Inlet)
Discharge Qn = 0.56 cfs
Flow Depth, d= 0.126 ft.
Length of Openin 3 ft.
(Length of opening consists of 1 drainage areas, _ feet wide at each opening)
Use Q= 3.087(L)(H^3/2); Solve for H
Depth, H = 0.15 feet
H/h = 0.31 OK - H/h<=1
~Use 3 ft. of Total Curb Opening ~
Maximum pond width at sump: 7.72 ft.
Maximum dry lane width at sump: 12.28 ft.
South Side
No. 1, South east driveway
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of first driveway
30 ft.
Total Curb footac 425 ft.
Flow, Q= 2.36 cfs, From Peak Runoff Section
Flow, Q= 0.17 cfs, proportional to upstream curb footage
Flow from 4th Ad 0.49 cfs
total Q = 0.66 cfs
Slope S = 0.005 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z=1/s= 50
depth of flow = 0.134 ft.
Driveway Curb on continuous grade: (see page 6-38, "Guidelines for Storm Water ManagemenY')
interception per foot of inlet opening i# the inlet were intercepting 100% of the gutter flow.
Qa/La = 0.03 cfs/Lf
Curb height = 0.5 ft.
Discharge Qn = 0.66 cfs
La, Linear feet: 21.98 ft.
Length of Openin 20 ft.
(Length of opening consists of 1 driveway, 20.0' wide at each opening)
ULa = 0.91
Q/Qa= 0.99
Flow carried to the next inlet:
0.01 cfs
~ Use 20 ft. of Total Curb Opening ~
South Side, from West
No. 2
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of second driveway
50 ft.
Total Curb footac 425 ft.
Flow, Q= 2.36 cfs, From Peak Runoff Section
Flow, Q= 0.28 cfs, proportional to upstream curb footage
Slope S = 0.005 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z=1/s= 50
depth of flow = 0.097 ft.
Driveway Curb on continuous grade: (see page 6-38, "Guidelines for Storm Water Management")
interception per foot of inlet opening if the inlet were intercepting 100% of the gutter flow.
QalLa = 0.022 cfs/Lf
Curb height = 0.5 ft.
Discharge Qn = 0.28 cfs
La, Linear feet: 12.63 ft.
Length of Openin 20 ft.
(Length of opening consists of 1 driveway, 20.0' wide at each opening)
ULa = 1.58
Q/Qa= 1.00
Flow carried to the next inlet:
0 cfs
~ Use 20 ft. of Total Curb Opening ~
South Side Inlet, Sump condition
No. 3
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of second driveway
135 ft.
Total Curb footac 425 ft.
Flow, Q= 2.36 cfs, From Peak Runoff Section
Flow left from (1,: 0.01 cfs
Flow, Q= 0.76 cfs, proportional to upstream curb footage
Slope S = 0.005 fUft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z=1/s= 50
depth of flow = 0.141 ft.
Curb Opening at Low Point: (see page 6-40, "Guidelines for Storm Water Management")
Curb Height (h) = 0.5 ft(Type 1 Curb Inlet)
Discharge Qn = 0.76 cfs
Flow Depth, d= 0.141 ft.
Length of Openin 4 ft.
(Length of opening consists of 1 drainage areas, _ feet wide at each opening)
Use Q= 3.087(L)(H"3/2); Solve for H
Depth, H = 0.16 feet
H/h = 0.31 OK - H/h<=1
~ Use 4 ft. of Total Curb Opening ~
Maximum pond width at sump: 7.77 ft.
Maximum dry lane width at sump: 12.23 ft.
Date: March 26, 2003
Name: Summerfield East 5th Addition
Basin Nam DA-9 Design Frequency: 10 YR
1. Determine Time of Concentration
Segment 1- Overland Flow OVERLAND FLOW
Length L= 120 ft(Length) MAX LENGTH = 300 ft.
Slope S = 0.01 ft/ft (Slope)
n = 0.016 Roughness Coefficient (Asphalt)
Ct = 0.15 From Figure 3, Page 6-5 of
"Guidelines for Storm Water Management".
Tc1 = Ct*(L`n/(S^0.5))^(0.6); From "Guidelines for Storm Water Management".
Tc1 = 0.88 min.
Segment 2- Shallow Concentrated Flow CURB GUTTER
Length L = 0 ft
Slope S = 0.005 ftfft
n= 0.014 Roughness Coefficient (Concrete Gutters)
Depth, y= 0.09 ft. (Assumed depth of flow)
Cross s = 0.02 ft/ft
Z = 50.00 ft/ft (Z=1 /s)
Area, A= 0.20 ft. (A = 1/2*Z'(y"2))
Q gutter = 0.21 cfs (Manning's equation flow)
Velocity, V 1.05 fps (V = Q/A)
Tc2 = LengthNelocity
Tc2 = 0.00 min.
Segment 3- Channel Flow PIPE
Length L = 0.00 ft
Slope S = 1.000 fUft
n= 0.012 Manning's Roughness Coefficient (Concrete)
Diameter = 0 inches
Area, A = 0
R= D/4 = 0 ft.
Velocity, V= (1.49/n);(R"213)*(So^1/2) (Mannings Equation)
Velocity, V 43.62 ft/sec
Tc3 = LengthNelocity
Tc3 = 0 min.
Total Tc = 0.88 min.
2. Determine Weighted Runoff Coefficient (C ) and Area:
Area
SurFace Type (sf) (acres) C' CA
Open Land (2% - 10% slope) 57588 1.32 0.3 0.3966
Roof & Sidewalk 17496 0.40 0.9 0.3615
Asphalt, Curb & Driveway 19809 0.45 0.9 0.4093
From Bypass Open Land 0 0.00 0.3 0.0000
From Bypass Roof & S. 0 0.00 0.9 0.0000
From Bypass Asp etc. 0 0.00 0.9 0.0000
DA-9 Only 94893 CA = 1.1674
Total Drainage Area 94893 2.18 Sum CA = 1.1674
Total Impervious Treated Area 19809 0.45
" From Table 1, Page 6-2, "Guidelines for Storm Water Management"
Weighted C=(Sum CA)/(Sum A) 0.5359
3. Determine Peak Runoff (Q = CIA):
Based On: vious Area
Duration (Tc) = 0.88
Weighted C = 0.5359
Intensity (I) = 3.18 in/hr from IDF Curve for Spokane, WA
Area (A) = 2.18
Peak 10-year discharge = 3.71 cfs DA-8 only
3.71 cfs DA-8 Plus DA5&6 of 4th Addition
4. Determine Volume of Biofiltration Swale/Drainage Area:
Total Impervious Treated Area = 19809.00 sf
Required Biofiltration Swale Volume = Impervious Treated Area x 0.5712 in/ft
Required Biofiltration Swale Volume = 825.38 cf
"208" Biofiltration Swale Bottom Width = 2.00 ft
"208" Biofiltration Swale Bottom Length = 595.30 ft
"208" Biofiltration Swale Depth = 0.5 ft
"208" Biofiltration Swale Side Slopes (X : 1) = 4
"208" Biofiltration Swale Bottom Area = 1191 sf
"208" Biofiltration Swale Top Area = 3596 sf
"208" Biofiltration Swale Volume = 1197 cf POND SIZE CHECKS
5. Determine the Maximum Outflow:
Soil Type: Garrison Gravelly Loam (GgA) From Spokane County Soil Sunrey, SCS
Based on the soil type and "Guidetines for Storm Water Management", Page 4-15, the allowable
design drywell fiows are as shown below:
Number of Type A(0.3 cfs) Drywells Required: 0
Number of Type B(1.0 cfs) Dryv►►ells Required: 1
Total Outflow (Qo) = 1 cfs
6. Determine Required Detention Storage Using Bowstring Method
Time Increment = 5 min.
Elapsed Time Intens. Q in Vol. In Vol. Out Storage *
(min.) (sec.) (in/hr) (cfs) (cu.ft.) (cu.ft.) (cu.ft.)
0.88 53 3.18 3.71 264 53 211
0 0 3.18 3.71 0 0 0
5 300 3.18 3.71 1115 0 1115
10 600 2.24 2.61 1570 142 1427
15 900 1.77 2.07 1860 321 1539
20 1200 1.45 1.69 2032 493 1539
25 1500 1.21 1.41 2119 653 1466
30 1800 1.04 1.21 2186 814 1371
35 2100 0.91 1.06 2231 974 1258
40 2400 0.82 0.96 2298 1150 1148
45 2700 0.74 0.86 2333 1315 1018
50 3000 0.68 0.79 2382 1493 889
55 3300 0.64 0.75 2466 1698 767
60 3600 0.61 0.71 2564 1920 644
65 3900 0.61 0.71 2777 2220 558
70 4200 0.61 0.71 2991 2520 471
75 4500 0.61 0.71 3205 2820 385
80 4800 0.61 0.71 3418 3120 299
85 5100 0.61 0.71 3632 3420 212
90 5400 0.61 0.71 3846 3720 126
' Storage = (Vol in. - Vol. out)
7. Determine the Minimum Required Depth above Biofiltration Swale:
Required Detention Storage 1539.4 CF (See Bowstring Method, maximum value)
Calculated "208" Biofiltration Swale V( 1196.6 CF
Required Storage Above "208" Swale; 342.8 CF . NEEDS ADDITIONAL SWALE VOLUME
"208" Swale Top Width: 6.0 ft (See "208" Swale Volume Calculations)
"208" Swale Top Length: 599.3 ft (See "208" Swale Volume Calculations)
"208" Swale Top Area: 3595.8 SF (See "208" Swale Volume Calculations)
"208" Biofiltration Swale Side Slopes ! 4.0 (See "208" Swale Volume Calculations)
Depth Above "208" Biofiltration Swale 0.1 ft
Detention Pond Top Width: 6.8 ft
Detenfion Pond Top Length: 600.1 ft
Top of Detention Pond Area: 4080.7 SF
Volume above "208" Biofiltration Swal 383.8 CF POND SIZE CHECKS
8. Determine Adequacy of Drainage Structures:
North Side, from East
Driveway Inlets:
Q = 0.56*(Z/n);(S^0.5)*(d^(8/3))
No. 1
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of first driveway
25 ft.
Total Curb footage: 780 ft.
Flow, Q= 3.71 cfs, From Peak Runoff Section
Flow, Q= 0.12 cfs, proportional to upstream curb footage
Flow from Offsite 0.00 cfs
total Q = 0.12 cfs
Slope S = 0.005 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z= 1/s= 50
depth of flow = 0.070 ft.
Driveway Curb on continuous grade: (see page 6-38, "Guidelines for Storm Water Management")
interception per foot of inlet opening if the inlet were intercepting 100% of the gutter flow.
Qa/La = 0.013 cfs/Lf
Curb height = 0.5 ft.
Discharge Qn = 0.12 cfs
La, Linear feet: 9.15 ft.
Length of Opening: 20 ft.
(Length of opening consists of 1 driveway, 20.0' wide at each opening)
ULa = 2.19
Q/Qa= 1.00
Flow carried to the next inlet:
0.00 cfs
~Use 20 ft. of Total Curb Opening ~
North Side, from East
No. 2
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of second driveway
80 ft.
Total Curb footage: 780 ft.
Flow, Q= 3.71 cfs, From Peak Runoff Section
Flow, Q= 0.38 cfs, proportional to upstream curb footage
Slope S = 0.005 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z = 1 /s = 50
depth of flow = 0.109 ft.
Driveway Curb on continuous grade: (see page 6-38, "Guidelines for Storm Water Management")
interception per foot of inlet opening if the inlet were intercepting 100% of the gutter flow.
Qa/La = 0.023 cfs/Lf
Curb height = 0.5 ft.
Discharge Qn = 0.38 cfs
La, Linear feet: 16.55 ft.
Length of Opening: 20 ft.
(Length of opening consists of 1 driveway, 20.0' wide at each opening)
ULa = 1.21
Q/Qa= 1.00
Flow carried to the next inlet:
0 cfs
~ Use 20 ft. of Total Curb Opening ~
NorthSide, from West
No. 3
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of first driveway
60 ft.
Total Curb footage: 780 ft.
Flow, Q= 3.71 cfs, From Peak Runoff Section
Flow, Q= 0.29 cfs, proportional to upstream curb footage
Flow from Offsite 0.00 cfs
total Q= 0.29 cfs wa
Slope S = 0.005 ft/ft
n = 0.014 Roughness Coefficient Cross Slope, s= 0.02 ff/ft
Z = 1 /s = 50
depth of flow = 0.098 ft.
Driveway Curb on continuous grade: (see page 6-38, "Guidelines for Storm Water Management")
interception per foot of inlet opening if the inlet were intercepting 100% of the gutter flow.
Qa/La = 0.022 cfs/Lf
Curb height = 0.5 ft.
Discharge Qn = 0.29 cfs
La, Linear feet: 12.98 ft.
Length of Opening: 20 ft.
(Length of opening consists of 1 driveway, 20.0' wide at each opening)
ULa = 1.54
Q/Qa= 1.00
Flow carried to the next inlet:
0.00 cfs
~Use 20 ft. of Total Curb Opening ~
NorthSide, from West
No. 4
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of second driveway
85 ft.
Total Curb footage: 780 ft.
Flow, Q= 3.71 cfs, From Peak Runoff Section
Flow, Q= 0.40 cfs, proportional to upstream curb footage
Slope S = 0.005 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z = 1 /s = 50
depth of flow = 0.111 ft.
Driveway Curb on continuous grade: (see page 6-38, "Guidelines for Storm Water Management")
interception per foot of inlet opening if the inlet were intercepting 100% of the gutter flow.
QalLa = 0.025 cfs/Lf
Curb height = 0.5 ft.
Discharge Qn = 0.40 cfs
La, Linear feet: 16.18 ft.
Length of Opening: 20 ft.
(Length of opening consists of 1 driveway, 20.0' wide at each opening)
ULa = 1.24
Q/Qa= 1.00
Flow camed to the next inlet:
0 cfs
~ Use 20 ft. of Total Curb Opening ~
North Side Inlet, Sump condition
No. 5
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of second driveway
140 ft.
Total Curb footage: 780 ft.
Flow, Q= 3.71 cfs, From Peak Runoff Section
Flow left from (1,2)= 0.00 cfs
Flow, Q= 0.67 cfs, proportional to upstream curb footage
Slope S = 0.005 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 fUft
Z = 1 /s = 50
depth of flow = 0.134 ft.
Curb Opening at Low Point: (see page 6-40, "Guidelines for Storm Water Management")
Curb Height (h) = 0.5 ft(Type 1 Curb Inlet)
Discharge Qn = 0.67 cfs
Flow Depth, d= 0.134 ft.
Length of Opening: 4 ft.
(Length of opening consists of 1 drainage areas, _ feet wide at each opening)
Use Q= 3.087(L)(H^3/2); Solve for H
Depth, H = 0.14 feet
H/h = 0.29 OK - H/h<=1
~ Use 4 ft. of Total Curb Openinq ~
Maximum pond width at sump: 7.14 ft.
Maximum dry lane width at sump: 12.86 ft.
Soutfi Side
No. 1, South east driveway
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of first driveway
20 ft.
Total Curb footage: 780 ft.
Flow, Q= 3.71 cfs, From Peak Runoff Section
Flow, Q= 0.10 cfs, proportional to upstream curb footage
! ,
Flow from 4th Add. 0.00 cfs
total Q = 0.10 cfs
Slope S = 0.005 fUft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ftfft
Z = 1 /s = 50
depth of flow = 0.065 ft.
Driveway Curb on continuous grade: (see page 6-38, "Guidelines for Storm Water Management")
interception per foot of inlet opening if the inlet were intercepting 100% of the gutter flow.
Qa/La = 0.011 cfs/Lf
Curb height = 0.5 ft.
Discharge Qn = 0.10 cfs
La, Linear feet: 8.65 ft.
Length of Opening: 20 ft.
(Length of opening consists of 1 driveway, 20.0' wide at each opening)
ULa = 2.31
Q/Qa= 0.99
Flow carried to the next inlet:
0.00 cfs
~ Use 20 ft. of Total Curb Opening ~
South Side, from East
No. 2
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of second driveway
105 ft.
Total Curb footage: 780 ft.
Flow, Q= 3.71 cfs, From Peak Runoff Section
Flow, Q= 0.50 cfs, proportional to upstream curb footage
Slope S = 0.005 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z = 1 /s = 50
depth of flow = 0.120 ft.
Driveway Curb on continuous grade: (see page 6-38, "Guidelines for Storm Water Management")
interception per foot of inlet opening if the inlet were intercepting 100% of the gutter flow.
Qa/La = 0.03 cfs/Lf
Curb height = 0.5 ft.
Discharge Qn = 0.50 cfs
La, Linear feet: 16.66 ft.
Length of Opening: 20 ft.
(Length of opening consists of 1 driveway, 20.0' wide at each opening)
ULa = 1.20
Q/Qa= 1.00
Flow carried to the next inlet:
0 cfs
~ Use 20 ft. of Total Curb Opening ~
South Side
No. 3, South west driveway
Flow, proportional to the linear footage of curb to total basin curb footage:
.y
Curb footage upstream of first driveway
60 ft.
Total Curb footage: 780 ft.
Flow, Q= 3.71 cfs, From Peak Runoff Section
Flow, Q= 0.29 cfs, proportional to upstream curb footage
Flow from 4th Add. 0.00 cfs
total Q = 0.29 cfs
Slope S = 0.005 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z = 1 /s = 50
depth of flow = 0.098 ft.
Driveway Curb on continuous grade: (see page 6-38, "Guidelines for Storm Water Management")
interception per foot of inlet opening if the inlet were intercepting 100% of the gutter flow.
Qa/La = 0.021 cfs/Lf
Curb height = 0.5 ft.
Discharge Qn = 0.29 cfs
La, Linear feet: 13.60 ft.
Length of Opening: 20 ft.
(Length of opening consists of 1 driveway, 20.0' wide at each opening)
ULa = 1.47
Q/Qa= 1.00
Flow carried to the next inlet:
0.00 cfs
~ Use 20 ft. of Total Curb Opening ~
South Side, from West
No.4
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of second driveway
80 ft.
Total Curb footage: 780 ft.
Flow, Q= 3.71 cfs, From Peak Runoff Section
Flow, Q= 0.38 cfs, proportional to upstream curb footage
Slope S = 0.005 ftift
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z = 1 /s = 50
depth of flow = 0.109 ft.
Driveway Curb on continuous grade: (see page 6-38, "Guidelines for Storm Water Management")
interception per foot of inlet opening if the inlet were intercepting 100% of the gutter flow.
Qa/La = 0.025 cfs/Lf
Curb height = 0.5 ft.
Discharge Qn = 0.38 cfs
La, Linear feet: 15.23 ft.
Length of Opening: 20 ft.
(Length of opening consists of 1 driveway, 20.0' wide at each opening)
ULa = 1.31
Q/Qa= 1.00
Flow carried to the next inlet:
0 cfs
r r! ~
~ Use 20 ft. of Total Curb Opening ~
South Side Inlet, Sump condition
No. 5
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of second ddveway
125 ft.
Total Curb footage: 780 ft.
Flow, Q= 3.71 cfs, From Peak Runoff Section
Flow left from (1,2)= 0.00 cfs Flow, Q= 0.60 cfs, proportional to upstream curb footage
Slope S = 0.005 fUft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z=1/s= 50
depth of flow = 0.129 ft.
Curb Opening at Low Point: (see page 6-40, "Guidelines for Storm Water Management")
Curb Height (h) = 0.5 ft(Type 1 Curb Inlet)
Discharge Qn = 0.60 cfs
Flow Depth, d= 0.129 ft.
Length of Opening: 3 ft.
(Length of opening consists of 1 drainage areas, _ feet wide at each opening)
Use Q= 3.087(L)(H^3/2); Solve for H
Depth, H = 0.16 feet
H/h = 0.32 OK - H/h<=1
Use 3 ft. of Total Curb Opening ~
Maximum pond width at sump: 8.03 ft.
Maximum dry lane wldth at sump: 11.97 ft.
Summerfield East 6th Addition
Storm Water Design - Drainage Study Report Calculation
Date: March 26, 2003
Name: Summerfleld East 6th Addition
Basin Nam DA-10 Design Frequency: 10 YR
8. Determine Adequacy of Drainage Structures:
Curb Opening:
Q = 0.56*(ZJn)*(S^0.5)'(d1(8/3))
Flow, Q= 1.23 cfs, From Peak Runoff Section
Slope S = 0.009 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z = 1 /s = 50 ft/ft
Flow Depth, d= 0.152 ft. WITHIN 10% OF ASSUMED DEPTH FOR SHALLOW
CONCENTRATED FLOW (CHECK)
Curb Opening at Low Point: (see page 6-40, "Guidelines for Storm Water ManagemenY')
Curb Height (h) = 0.5 ft(Type 1 Curb Inlet)
Discharge Qn = 1.23 cfs
Flow Depth, d= 0.152 ft.
Length of Opening: 7 ft.
(Length of opening consists of 2 drainage area, 3.5' wide at each opening)
Use Q= 3.087(L)(H^3/2); Solve for H
Depth, H = 0.15 feet
H/h = 0.30 OK - H/h<=1
~Use 7 ft. of Total Curb Opening ~
Maximum pond width at sump: 7.41 ft.
Maximum dry lane width at sump: 12.59 ft.
USKH / Wyatt Engineering, Inc.
1:1679302-Tupper Summerfield 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA10 Page 4 of 4
. Summerfield East 6th Addition ~
Storm Water Design - Drainage Study Report Calculations
Date: March 26, 2003
Name: Summerfield East 6th Addition
Basin Name: DA-12 Design Frequency: 10 YR
8. Determine Adequacy of Drainage Structures: .
Curb Opening:
Q = 0.56*(ZJn)"(S"0.5)'(d1(8/3))
Flow, Q= 0.75 cfs, From Peak Runoff Section
Slope S = 0.009 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z = 1/s = 50 ft/ft
Flow Depth, d= 0.126 ft. WITHIN 10% OF ASSUMED DEPTH FOR SHALLOW
CONCENTRATED FLOW (CHECK)
Curb Opening at Low Point: (see page 6-40, "Guidelines for Storm Water ManagemenY")
Curb Height (h) = 0.5 ft(Type 1 Curb Inlet)
Discharge Qn = 0.75 cfs
Flow Depth, d= 0.126 ft.
Length of Opening: 4 ft.
(Length of opening consists of 2 drainage area, 2.0' wide at each opening)
Use Q= 3.087(L)(H"3/2); Solve for H
Depth, H = 0.15 feet
H/h = 0.31 OK - H!h<=1
~Use 4 ft. of Total Curb Openinq ~
Maximum pond width at sump: 7.71 ft.
Maximum dry lane width at sump: 12.29 ft.
USKH / Wyatt Engineering, Inc.
1:1679302-Tupper Summerfeld 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA12 Page 4 of 4
0
Summefield East 6th Addition
Storm Water Design - Drainage Study Report Calculations
Date: March 26, 2003
Name: Summerf'ield East 6th Addition
Basin Name: DA-13 Design Frequency: 10 YR
8. Determine Adequacy of Drainage Structures:
East Side, from NorthEast
Driveway Inlets:
Q = 0.56`(Z1n)'(S^0.5)'(d^(8/3))
No. 1
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of first driveway
70 ft.
Total Curb footage: 275 ft.
Flow, Q= 1.28 cfs, From Peak Runoff Section
Flow, Q= 0.33 cfs, proportional to upstream curb footage
Flow from Offsite 0.00 cfs
total Q = 0.33 cfs
Slope S = 0.005 fUft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ftfft
Z = 1 /s = 50
deptfi of flow = 0.103 ft.
Driveway Curb on continuous grade: (see page 6-38, "Guidelines for Storm Water Management")
interception per foot of inlet opening if the inlet were intercepting 100% of the gutter flow.
Qa/La = 0.022 cfs/Lf
Curb height = 0.5 ft.
Discharge Qn = 0.33 cfs
La, Linear feet: 14.85 ft.
Length of Opening: 20 ft.
(Length of opening consists of 1 driveway, 20.0' wide at each opening)
ULa = 1.35
Q/Qa= 0.99
Flow carried to the next inlet:
0.00 cfs
~Use 20 ft. of Total Curb Opening ~
West Side, from North
No. 2
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of second driveway
50 ft.
Total Curb footage: 275 ft.
Flow, Q= 1.28 cfs, From Peak Runoff Section
Flow, Q= 0.23 cfs, proportional to upstream curb footage
Slope S = 0.005 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z=1/s= 50
depth of flow = 0.090 ft.
Driveway Curb on continuous grade: (see page 6-38, "Guidelines for Storm Water ManagemenY')
interception per foot of inlet opening if the inlet were intercepting 100% of the gutter flow.
Qa/La = 0.019 cfs/Lf
Curb height = 0.5 ft.
USKH / Wyatt Engineering, Inc.
1:1679302-Tupper Summerfield 5th Add PSE1679302AreaCalcs-6thAdd.xls-OA13 Page 4 of 6
\ ~ J
Summerfield East 6th Addition
Storm Water Design - Drainage Study Report Calculations
Date: March 26, 2003
Name: Summerfield East 6th Addition
Basin Name: DA-13 Design Frequency: 10 YR
Discharge on = 0.23 cfs
La, Linear feet: 12.28 ft.
Length of Opening: 20 ft.
(Length of opening consists of 1 driveway, 20.0' wide at each opening)
ULa = 1.63
Q/Qa= 1.00
Flow carried to the next inlet:
0 cfs
~Use 20 ft. of Total Curb Opening ~
West Side, from North
No. 3
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of second driveway
35 ft.
Total Curb footage: 275 ft.
Flow, Q= 1.28 cfs, From Peak Runoff Section
Flow, Q= 0.16 cfs, proportional to upstream curb footage
Slope S = 0.005 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ftlft
Z = 1 /s = 50
depth of flow = 0.079 ft.
Driveway Curb on continuous grade: (see page 6-38, "Guidelines for Storm Water ManagemenY')
interception per foot of inlet opening if the inlet were intercepting 100% of the gutter flow.
Qa/La = 0.016 cfs/Lf
Curb height = 0.5 ft.
Discharge Qn = 0.16 cfs
La, Linear feet: 10.21 ft.
Length of Opening: 20 ft.
(Length of opening consists of 1 driveway, 20.0' wide at each opening)
ULa = 1.96
Q/Qa= 1.00
Flow camed to the next inlet:
0 cfs
~Use 20 ft. of Total Curb OPeninq ~
East Side Inlet, Sump condition
No. 4
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of second driveway
60 ft.
Total Curb footage: 275 ft.
Flow, Q= 1.28 cfs, From Peak Runoff Section
Flow left from (1)= 0.00 cfs
Flow, Q= 0.28 cfs, proportional to upstream curb footage
Slope S = 0.005 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ftfft
Z = 1 /s = 50
depth of flow = 0.097 ft.
Curb Opening at Low Point: (see page 6-40, "Guidelines for Storm Water Management")
Curb Height (h) = 0.5 ft(Type 1 Curb Inlet)
USKH / Wyatt Engineering, Inc.
I:\679302-Tupper Summefield 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA13 Page 5 of 6
Summefield East 6th Addition
Storm Water Design - Drainage Study Report Calculations
Date: March 26, 2003
Name: Summerfield East 6th Addition
Basin Name: DA-13 Design Frequency: 10 YR
Discharge Qn = 0.28 cfs
Flow Depth, d= 0.097 ft.
Length of Opening: 4 ft.
(Length of opening consists of 1 drainage areas, _ feet wide at each opening)
Use Q= 3.087(L)(H"3/2); Solve for H
Depth, H = 0.08 feet
H/h = 0.16 OK - H/h<=1
~Use 4 ft. of Total Curb Opening ~
Maximum pond width at sump: 4.04 ft.
Maximum dry lane width at sump: 12.46 ft.
West Side Inlet, Sump condition
No. 5
Flow, proportional to the linear footage of curb to total basin curb footage:
Curb footage upstream of second driveway
65 ft.
Total Curb footage: 275 ft.
Flow, Q= 1.28 cfs, From Peak Runoff Section
Flow left from (2,3)= 0.00 cfs
Flow, Q= 0.30 cfs, proportional to upstream curb footage
Slope S = 0.005 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.02 ft/ft
Z = 1 /s = 50
depth of flow = 0.100 ft.
Curb Opening at Low Point: (see page 6-40, "Guidelines for Storm Water Management")
Curb Height (h) = 0.5 ft(Type 1 Curb Inlet)
Discharge Qn = 0.30 cfs
Flow Depth, d= 0.100 ft.
Length of Opening: 4 ft.
(Length of opening consists of 1 drainage areas, _ feet wide at each opening)
Use Q= 3.087(L)(H^3/2); Solve for H
Depth, H = 0.08 feet
H/h = 0.17 OK - H/h<=1
jUse 4 ft. of Total Curb Opening ~
Maximum pond width at sump: 4.23 ft.
Maximum dry lane width at sump: 12.27 ft.
USKH / Wyatt Engineering, Inc.
1:1679302-Tupper Summerfield 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA13 Page 6 of 6
so so
Submittal Checklist - Submittal #01
for Road & Drainage Projects in Spokane County - Plats/Short Plats
This form needs to be included with each plan submittal to the Spakune County Engineer's Office.
Proj ect Name: Sumjnerfield East Si.xtli Addition
Spokane County Project No.: PE1206-78F Date: March 12. 2003
Project Engineer: IISKH/ Wvan Engineering. ljtc Phone: 509-328-5139
Project Applicant: Ken Tupper Phone: 509-981-4335
A. Pretiminary Process
Prior to submittal of road and drainage plans, the following events are to have already occurred:
~ An "Agreement to Pay Fees" has been submitted.
~ At least one Pre-Design Meeting has been held with County staff at the Engineer's Office.
B. Road and Drainage Plan Submittal
The items listed below need to be provided as a minimum with each road and drainage p1an submittal.
/ Item Description
o Yes 1/ Road and drainage plans, one set.
ag Yes Each plan sheet of record is signed and dated by the project applicant.
o Yes Dra.inage report, one copy.
io Yes v The plans, drainage report, basin maps, and any other calculations are
stamped, signed and dated by an engineer licensed in Washington.
~o Yes 0 Prev* 0 N/A Inspection agreement between the project applicant and its engineer.
✓cg Yes 0 Prev 0 N/A Geotechnical report, one copy (Include a11 soil test pit/boring logs).
✓ag Yes 0 Prev 0 N/A Structural pavement calculations, one set.
0 Yes 0 Prev o N/A Cross-slope grade calculations - for road widening projects.
Prev o N/A Fire district approval for private roads.
b :Yes: ~jPrev o N/A Lot Plans (required for every lot with drainage easements).
~ Prev o N/A Any applicable State and Federal permits were obtained (i.e. HPA,
JARPA, etc.) and a copy of the conditions is included in the plan
submittal.
0 Yes 0 Prev o N/A Maintenance manual and sinking fund calculations for privately
mainWm,ej ci i ies. ~
0 Yes 0 Prev o N/draft copy of the I-~o eowner'sAssociation CC&R's.
0 Yes 0 Prev 0 N~A Draft easement document for any eas4ments.
• Yes 0 N/A ol Plan to be inGla-ded with each road & drainage plan
submittal.
• Yes 0 Prev 0 N/A Sight distance analysis.
*Prev = Previously accepted by the County Engineer
MdR 12 .?PT;
SPOKANE COUNTY ENGINEER
ENGINEERING • LAND SURVEYINO ~ PLANNING • MATERIALS TESTING
a sLb_ _ __si6ay ot
L~H
LETTER OF TRANSMITTAL
DATE : March 11, 2003 JOB NO. :679302
ATTENTION : Mr. John Hohman
To Mr. John Hohman suaJECT : Summerfiled 6' Addition
Spokane County Engineers X Hand Qeliver
1026 West Broadway Avenue
Spokane, WA 99260 By U.S. Mail
By Ovemight Courier
Pickup
Received By:
WE ARE SENDIMG YOU X Atteched Under separate cover via the following items:
COPIES ~ DATE I NO. I DESCRIPTION
Summerfield 6' Addition, PE1206-78F:
1 03/11/03 1 Submittal Checklist - Submittal #41
1 03/11/03 2 Set of Roads and Drainage Drawings
1 03/11/03 3 Storm Water Design - Drainage Study Report
1 03/11/03 4 Geotechnical Report
1 03/11 /03 5 Agreement to Pay Fees Form
1 03/11103 6 Special Inspection Agreement - Signed by Owner, Contractor, and Engineer
1 03/11/03 7 Pavement Design Analysis - Stamped and Signed by Engineer
1 03/11/03 8 Site Analysis - Stamped and Signed by Engineer
1 03/11/03 9 Curb Flow Analvsis - Stamped and SiQned by Enqineer ,
THESE ARE TRANSMITTED as chedced befow:
13 For approval 0 Approved as submitteti 0 Resubmit copies for approval
• For your use ❑ Approved as noted ❑ Submit coPigs for distribution
❑ As requested 0 Retumed for carrection O Retum corrected Prints
0 For review and comment O _
E" IV E D
0 For Bids Dus ❑ Prints Retumed after Loan to USKH
REMARKS: ilAR 1 *2 ?00`1
SPOICANE COUNTY ENGINEER
coPY To: File sicNED: Lisa Lozano Frey, Civil Engineer, E.I.T.
tf enclosures are not as noted, kindly notify us at once.
I•1G79302-Tupper Summerf'ield 5th Add PSE1Correspondance\Transmitta11679302TRk09-COS.wpd
■ 1220 North Howard 9 Spolcane, WA 99201 ❑ 101 Thain Road 9 Lewiston, ID 83501
ypical Crown Avenue Cross Section~
Cross Section for Irregular Channe! Project Description NFIj, ~
Project File i:1679302-1\calcsl5thadd-11679302ca.fm2 WASki,~, ~C
Worksheet Summerfiled East Addition Curb Flows
Flow Element Irregular Channel ~ x
Method Manning's Formula 7 ~
Solve For Water Elevation STE1,9 C`
29403
~IDIYAL ~G
Section Data -
Wtd. Mannings Coefficient 0.016 EXPIRES 6/22/ 0j ~
Channel Slope 0.005000 ft/ft
Water Surface Elevation 99.66 ft
Discharge 0.19 ft /s
100. 7
;
99.95
~ 99.9 ~
~
99.85 99.8 ;
c
.099.75
~
m
>
a)
w 99.7
99.65 ~
~
99.6 ~
99.55
99.5
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0
Station (ft)
Mar 7, 2003 Wyatt-Jaykim Engineers RECEIFlowMaster v4.1c
13:12:51 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-R64K a.(!0 ,
Page 1 of 1
~
sPOKA~E COiJ.~TYV41DW~
• ~ 1\
rown Avenue Curb Flow Worksheei -"Worksheet for lrregular Channel Project Description
Project File i:1679302-11caIcsl5thadd-1t679302ca.fm2
Worksheet Summerfiled East Addition Curb Flows
Flow Element Irregular Channel
Method Manning's Formula
Solve For Water Elevation
Input Data
Channel Slope 0.005000 ft/ft
Elevation range: 99.50 ft to 100.00 ft.
Station (ft) Elevation (ft) Start Station End Station Roughness
0.00 100.00 0.00 20.00 0.016
18.50 99.61
19.92 99.50
20.00 100.00
Discharge 0.19 ft3/s
_ Results .
Wtd. Mannings Coefficient 0.016
Water Surface Elevation 99.66 ft Flow Area 0.20 ftZ - Wetted Perimeter 3.87 ft
Top Width 3.73 ft
Depth 0.16 ft
Critical Water Elev. 99.64 ft
Critical Slope 0.010678 ft/ft
Velocity 0.92 ft/s
Velocity Head 0.01 ft
Specific Energy 99.67 ft
Froude Number 0.70
Full Flow Capacity 9.83 ft3/s
Flow is subcritical.
Mar 7, 2003 Wyatt-Jayicim Engineers FlowMaster v4.1 c
13:11:17 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 05708 (203) 755-1666 Page 1 of 1
~ .
. _
~ Typical Calvin Road Cross Section Cross Section for Irregu{ar Channel
. Project Description Project File i:1679302-11caIcsl5thadd-11679302cr.fm2 NEIL
Worksheet Summerfield East Addition Flows ~~G ~
Flow Element Irregular Channel 4C~,~~c•~ ~CyMethod Manning's *Formula 2
Solve For Water Elevation
~
R 29a03 ~
Section Data:
Wtd. Mannings Coefficient 0.016 NAL
Channel Slope 0.005000 ftlft
, Water Surface Elevation 99.66 ft ~~aES 6/22/ ~
Discharqe 0.19 ft3/s
100.M
99.95
99.9
99.85
$ 99.8
~
c '
.0 99.75
c~
>
a~
w 99.7
c~
99.65
99.6
99.55 •
`
~
99.5
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0
Station (ft)
Mar 7, 2003 Wyatt-Jaykim Engineers FlowMaster v4.1 c
13:17:54 Haestad Ufethods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1
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Calvin Road Curb Flow Worksheet
Worksheet for Irregular Channel
Project Description
Project File i:1679302-11caIcsl5thadd-11679302cr.fm2
Worksheet Summerfield East Addition Flows
Flow Element Irregular Channel
Method Manning's Formula
Solve For Water Elevation
Input Data
Channel Slope 0.005000 ft/ft
Elevation range: 99.50 ft to 100.00 ft.
Station (ft) Elevation (ft) Start Station End Station Roughness
0.00 100.00 0.00 16.50 0.016
15.00 99.61
16.42 99.50
16.50 100.00
Discharge 0.19 fp/s
Res u Its
Wtd. Mannings Coefficient 0.016
Water Surface Elevation 99.66 ft
Flow Area 0.19 ft2
Wetted Perimeter 3.46 ft
Top Width 3.32 ft
Depth 0.16 ft
Critical Water Elev. 99.64 ft
Critical Slope 0.010495 ft/ft
Velocity 0.97 ft/s
Velocity Head 0.01 ft
Specific Energy 99.67 ft
Froude Number 0.70
Full Flow Capacity 8.33 ft3ls
Flow is subcritical.
Mar 7, 2003 Wyatt-Jaykim Engineers FlowMaster v4.1 c
13:17:37 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (243) 755-1666 Page 1 of 1
SPOKANE COUNTY PAVEMENT DESIGN ANALYSIS
Designed in conformance with the Spokane County Inferim Pavement Design, May 19 ' i
. . NEIL
WAS 'V
Prepared by
USKH I Wyatt Engineering, Inc. ~ y 0x~
February 11, 2003
~
29403
Pavement Design R~ISI'
Project: PE - Summerfield East 5th Addition ~j4NAL ~
Location: Spokane County, North of Wellesley, West of Progress
EXPIRES 6%22/
1. Design Assumptions:
"From Spokane County Design Parameters
Design Life = 20 years
Level of Reliability (R) = 90 percent
Standard Deviation (So) = 0.45
Pavement Serviceability - Initial = 4.2
Pavement Serviceability - Terminal = 2.25
PSI Change . 1.95
Structural Layer Coefficients:
Asphalt Concrete Pavement (a,): ACP Class A& E= 0.42
Granular Base Course Materials (a2):
CSTC & CSBC = 0_14 •
Drainage Coeficients (ml):
CSTC & CSBC = 0.95
2. Traffic Data:
Data from traffic report prepared by The Transpo Group on October 10, 2001
Titled "Summeffield Trip Generation and Traffic Assignments"
*Assume total buildout for analysis_ •
Totat Buildout Daily Trips (Crown) = 1500 ADT Total
Estimated Truclc Trips @ 2% = 30 ADT Trucks
Traffic Distribution Factor = 0.5
Structural Number (SN) = 2 Assumed
Cumulative 18-kip Equivalent Axle Laads (ESAL) :
~~~~IVED
! 1AR 12 ?t'k'
SPOKANE COUAITY ENG9NEEk
1. Cars/Light Trucks -(Total ADT - ADT Trucks) = 1470
4000 lbs Total (AASHTO Figure 5.2 - Vehicle 2.1)
, 18K EQ( Table D.1)
Front Single 20001b 0.0002
Rear Single 20001b 0.0002
Design Factor 0.0004 per car
ESAL, = ADT x 365 x 20 x Design Factor = 4292 ESALi
2. Lightly Loaded Trucks -(75% ADT Trucks) = 23
28000 Ibs Total (AASHTO Figure 5.2 - Vehicle 3.1)
. 18K EQ( Table D.1)
Front Single 40001b 0.003
Mid Single 120001b 0.177
Rear Single 120001b 0.177
Design Factor ' 0.357 per truck
ESAL2 = ADT x 365 x 20 x Design Factor = 58637 ESAL2
3. Heavy Loaded Trucks -(25% ADT Trucks) = 8
69000 Ibs Total (AASHTO Figure 5.2 - Vehicle 6.1) .
18K EQ( Table D.1 & D.2)
Front Single 90001b 0.06
Nlid Tandem 300001b 0.623
Rear Tandem 300001b 0.623
Design Factor 1.306 per truck
ESAL3 = ADT x 365 x 20 x Design Factor = 71504 ESAL3
Design ESAL = Distribution Factor x(ESAL, + ESALZ + ESAL3)
IlDesign ESAL = 67217 ESAL
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3. Soil Data:
Data from geotechnical report by Strata on October 30, 2001
for Summerfield East, 4th Addition
Soii Type (per USC System:) GM and SM
Road Bed Soil / Subgrade / Base / Subbase:
(CBR = 36 to 66 per Strata Report) Equivalent to Resilient Modulus, psi = 18,000 psi
33,000 psi
4. Calculations:
Asphalt Layer Coefficient (a,) = 0.42
Gravel Layer Coefficient (a2) = 0.14
Drainage Coefficient (mi) = 0.95
Elastic (Resilient) Modulus:
Moduli for Aspha(t Concrete (EAC) = 400,000 psi (AASHTO Nomagraph- Fig. 2.5)
Maduli for Base (Ees) = 30,000 PSi (AASHTO Nomograph - Fg. 2.6)
Moduii for Subbse (for drainage) (ESB) = 18,000 Psi (From Strata Report)
SN, = 1.30 (AASHTO iVomograph - Fig. 3.1)
SN2 = 1.60 (AASHTO Nomograph - Fig. 3.1)
Asphalt Section:
D1 = SNjIaj = 3.10 inches
*Dj = Use 3.00 inches •
''SN, _ *Djxai = 1.26
Gravel Section:
DZ =(SN2-*SN,)/(az x m,)= 2.56 inches
*DZ = Use 6.00 inches
''SNZ ='DZxa2 = 0.80
Summary of SN's (SN1 + SN2) = 2.06
Assumed SN = 2.00 o.k.
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5. Design Section:
A section consisting of 3" A.C. Pavement and 6" Base Course are required for the AASHTO calculations.
According to the Department of Public Works, Spokane County Standards for Road and Sewer Construction,
2001 Edition, Section 3.16: -
A minimum thickness of 3" A.C Pavement and 6" Base Course are required for Residential Streets. .
Therefore, the design pavemerat section will consist of:
3 inches
Gravel 6 inches
0 inches
Sub-base - (as needed for fill or
removal of organic poclcets)
+ i si°an Requirernents II-19
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0.0
0 100,000 .200,000 300,000 4G0,000 500,000
Elastic Modulus, EAC (psi), of
Asphait Concrete (at 68°F)
Figure 2.5. Chart Tor estimating structural layer coefficient ofi dense-graded asphait cancrete
based on the elastic (resilient) modulus (3).
F. ..1; - - e ~ ~ ✓ _
~-~-.'~-~j;'~'--~~~'''t
+;S!s.S'S.:•-v~' ; ; :r ,
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ia {Pavemenr Stnictaires
es ~n o
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t.~Y;:,•+,~~'~~y3~ `t:' ,
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0.20 '
0.18 - .
(10 _
~ 0.16 -
0.14 - - - - - ~ ~ - - - - - - - - ~ 2. 3" 30"
~ .
~ 70 - 80 - G-
so ~
0.12 5d N M 25 - a
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~ - ~ 70 - ~ 2.5 - tn
0.10 --o---- 30 U~ ~--------.X----20-- ~
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~ 60 -
0.08 - ~ 3_5 - ~
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; 20 - ~ 15 -
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0.06 --~_..-----------50---~~-----
, 4.0 -
0.04 -
'0.02 -
p
(1) Sca1e derived by averaging correlations obtained from Illinois.
(2) Scale derived by averaging correlations obtained from Califiornia, New Mexico and Wyoming.
, (3) Scale derived by averaging correlations obtained from Texas.
(4) Scale derived on NCHRP project (3).
Figure 2.6. Variation in granular base layer coefficient (a 2} with ~
various base strength parameters (3).
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. NOMOGRAPH SOLUES; ' A PSI
. 1 •a ~~;x,~~, ~
, . °g10 4.2
1.5
' la9 Z *S + 9.36*1og].p(5N+1) - 0.20 + ~ ` * ;q
J.0 W 18 - u o ~ 2.32 loglohlR - 8.07
1099 ~ .
0.90 +
' (Sw1) 5,19 N
~
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T
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0 ~
50 ' y
E Q
•c ~4esign~Se~vi~6aa,biJ,iJy~,,,os~.,.,>~PS.I ~ b
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20
a .n ` /C ~ - -
•99 0 .o .2 a Q 10
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a~
o dr90 .6 4J- G7 -I
a~ . .05 ~ a
~ r_
a ~
- g0 .05
!
-70
j -
-60 ~.QO~ I.0 r I-
-5o Example: 120' j
~N = 5 x I 6 I oov -7-f 3.0 ~ ~ ~
18 0 9 a 7 6 5 4 3 p 'i
R = 95 %
Q ~ _ ,v ~ Z 17` Design ~ Structural Number, SN ~•.s~ . ;
I ~ So 0.35
= 0. ()-1 M esaL MR = 5000 psi
8PSI = 1,9
Soluiion: SN = 5.0
, Figure 3.1. Design chart for flexible pavemonts baQAd on using mean vAlues for each input.
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Project Title iEcb GPST
1'roject Address 4auv-. - . - S 35 T cD6 R
J ~`O j r~.5 S Pro j ect Owner ~~a ToDoe-r-
Proj ect Number TE i a0 6 ' -7 3 E c► -PC i 38 (D y 73 r-~
Pzcrsuant to the conditions of the approvecl.Design Deviation, the above-referenced pYOject
requiYes special inspectzon of
{Insert brief description of drainage facility: i.e. type; size, etc.}
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The stormwater system is being built on tJlis site to control stormwater runoff resulting from the
development of this parcel. The purpose of this special inspection is to insure that the dzainage
facilities are constructed in substantial conformance with the A.cceptEd plans, and that the
facilitaes will function as intended. Unless noted otherwise, this Agreement does not cover
construction taking place within the County R/VV.
. ,
PA12T :1.. GENERAL CONDITIONS
DefYnitions:
Special Inspector: A Professional Engineer licensed in the State of Washington, and his
authorized agents, hired by the Owner, to provide quality control testing and inspection services.
Owner: The person or company sponsoring the project
Contractor: The person or company hired by the Owner to construct the facilities.
Accepted Plans: Civil plans for the above referenced project, prepared, stamped, and approved
by a Washington .Licensed Engineer, which have been reviewed_by the Division of Engineering
and Roads and accepted for construction. RE(; EN~ ED
MAR 12 ?00:
SpOKANE COUNTY ENGINEER
Special Inspection Agreement page: 1
Spol:ane Couniy Project No. PC 1 Z01678
~
Design Eng-ineer: The Engineer of. Record f.or the design of the stormwater control plans. This
Engineer must be a Professional :Engineer licensed in the State of Washington. General Conditions
The Owner, Contractor, and Specia.l 'Inspector are to perfonn their respective duties in a
cooperative manner, to ira.surc that thc drainage facilities a.re constructed in accordance with the
laccepted Plans.
This Agreeme.nt shall be signEd by the responsible parties, the Contractor, Owner and Specia]
Inspector, prior to issuance of a building permit.
Special Xnspection Agreement page: 2
Spokane County ProjectNo. 1~~ I ZOfr~
• ~ i '1
. . ,
PA.R'Y' 2. SPECIrilC 1tEQUIREIVd.]ENTS ;
, . ,
FOR 7['HE CON'I'RACTOR:
1. The Contractor shall provide the Special Inspector two workinb days notice prior to performa.ng
any construction activity that will require inspection by the Special Inspector.
2. Activities that will require inspection a.nclude, but will not be aimxted to:
a) Excavation of drainage pond areas, conveyance ditches, berms, and any other earthwork.
b) Placement of fill for drainage areas.
c) Placement of manholes, catch basins, gravity or pressure-line storm drai.nage piping,
poured-in-place dxainage structures, gravel drainfields, pumping systems, stormwater
ponds and disposal facilities, etc.
d) Finish grading; installation of sodding, seeding, landscapang, and irrigation systems;
final cleanup.
e) Other items, as listed in "Exhibit A." 3. 1'he Contractor is responsible for reviewing the approved plans for additional activities that
require inspection by the Special Tnspector.
4. The Contractor shall corrcct any deFciencies in the work, as noted by the Special Inspector, in a
timely fashion.
5. The Contractor shall notify t.he Owner, the Special Tnspector, Spokane County Development
Services (a representative of the County Engineer), and the Design Engineer immediately of any
unexpected site conditions. Unexpected site conditions are those that would prevent the
construction o.f the improvements as designed, or wliich would adversely affect the per.formance
of the drainage facilities. Spokane County Development Services can be reached at 456-3600.
6. The Contractor shall read and understand the Owner's and Special Inspector's portions of this
Agreement.
Yl
CONTR.ACTOR: E I l~ CaLpora:6'
AnDREss: To 1-30x 11 N . 1~ ~ . i.iA ci rioZ ~
,
PHONE NUMBER: rj09 -00 to - 033 3 DATE:
BY:
(Pri.nt Name) (Authorized Signature)
Please copy and retain for your records
Special Inspection Agreement . page: 3
Spokane County Project No. ~E. 1~Z0~
~ t~
ELLER CORPORATION PAGE 01
03/07/2003 10: 37 226-13 WYATT ENGINEERII~v"•, PAGE 02
.
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'
FOR THE CC)NTRACT'OR: ~ .
I, The Caatraciar ShaA providc W+D S p=W bsgeLtar twp wojddag dsys Aoticc wi4x 'to'perfoming
. 'mry comtructidn a=vrty 6xat wxll rtq,uizc mperLiOn by thm SP=41'Iaepr,ctor.
21 A,Cts~rities tbat will require iAjpectic~a iut~aiudt, but Wxll nvt be ~fitld eo: ~ ,
a) F.=valinu of drainW paAd a=s, (;ouv6ya= ditrbft, bc=, aud az~y other eazthwork.
b) 73 lz=== af fill for dmim&e arc.~. . c) P]ucnn=t of r,nauboies, cztch basim, p~a.vitY ox pre3=x,,._}in0 sWrm draimaQe piPiag,
paurcd-iu-*Ia= drairgge structurGs„ gavJ cimnfioJds, pumgizta syst,e~7ts, storrnwater
jy011d,! and diI.SFOSel f'dC?LiloSy at4j
c~ F':ai9b trading; 'Wtal,latioon Orf Sodd'mg, seedWg, lud9r.qiug, atd inigation sy3ftr,aw;fna3
ctt~:tup. ' e) (?th= imns, ss hsted in "Exbibat A," . . .
'rhe. CoatractoY is r*spaassibla :r*)r rrrvivwing thc approvQd plQnsfor addztional acavities chat requira by t~e Specw Insprw. .
4. Tbo Cantractvr 1hal car= aay dqftieaoift in the work as caated by the Spacial I,nspccsox, in a ftcly fW4ioa.
q_ 1lG C4at-34LOt' shall avi'ify the Ow=, the 3peaia►t Ias~cWx, 9pakaut COtm.ty Drvelop==t
Sarvi= (z xeprosctesAtivo af the C=ty ~#Dftr~ =d the Daip En&eor ia=~az!rly of wy
unoxpecrcd siw cond,'ttiaxae. Uztexpested site couditxm = thosg that w'OU1d pm= tbe ►
coas'tcuCtion of the inPrO'vmtnts u d=Wcd, Qr wfMcbwQuld advanely aff=t the pe~laim=oe of ~j~ ~
tha dr.~age facilitias, Spoicane Cauury Devolapm= Scrvir.w c= ta re=hed xt 456 3604. ,
6. T'hB Coatra.rtor sbMll rmd Md ucwdwstand the Owmr's and Spezial Znspwtar's pordaw af thas
A~Cme~at. •
.
CONTRACTOk
AnDxBSs. ~.jC~ C..~ ro ~..~A. ~ q~~~
PH0N79 N'UMBER DATL::
HY: T .
tpl3a BASC) (Aubo4=d )
PICW MpY a.ad retsia faz yaur x=rds
SQakana Coaa~ ~aji:ct i~a. 7 ~
, . . „ . . 7
PART 2. SP]EC][FIC REQUIREIiIENTS (Cont.)
. ;
JFOR THE O'UVNER:
1. The Owncr agrees to employ a Profcssional Engineer, licensed in the State of Washington, prior to
construction, for the purpose of being a Special lnspector of the construction activities for the
_ stormwater drainage accepted for construction.
2. For coordination purposes, the Owner shal.] pz-ovide the Contractor the name and phone number of
the Special Ynspector; and the Owner shall provide the Special Inspector the name and pbone number
of the Contractor.
3. The Owner shall aid the Special Inspector in being present on the site when required. The Owner
shall also aid the Special Inspecfior in submitting final reports, testinb data, and Record Drawings to
the Spokane County Division of Engineering and Roads.
4. The Owner shall help to facilitate the correction of a.ny deficient aspects of the stormwater drainage
system.
5. 7'he Owner shall read and understand tlie Contractor's and Special Tnspector's portioas of thas
Agreement.
6. The Owner acknowledges that he/she will not receive a Certificate'of Occupancy unlil def cient
aspects of the construction are corrected, and the Record Drawings are accepted by the Spokane
County Division of Engineering and Roads. .
ovvN-ER: L LC
ADDRESS: LJ P"t qu_LJ ln
PHONE NUMBER: 509-~)I1-' I05oZ DATE:
BY: ~,Z-n TonfJe-C BY:
(Print Name) (Authorized Sxgnature)
Please copy and retain for your records
Special Inspection Agreement page: 4
Spokane County Project No. Pc- J Zo(,o
MAR-10-2003 01:14P FROM: Tn•-:?P80423 P:8/8
~ks~~
0 3/07/2603 12: ~'1 50932$0 WYATT EMGIi+
~
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-PAZT 2. SPECNIC REQTV3'+.,MEN'I'S
.
,
FOR THE OW-NER: .
1. ne Owaer agrm to =P.10y aPxbirs.sxouW BD
g~n=, lic=ed k the Stiste of Wahigboa, prxor to
C='truC'ttan, fnr the Pxrpose Of being a Sg=i~ InsPeecar of the comtructioa activ;~ies The the
stu=watar drainuF ar=phed :6ot Gon=a~.
2. For coordi=fiaa pu;pnses, the Owner sba]prpvzdo tbc C',au#ractw the =nxc =d phG=atuuber o£ tie
5pccisl his ~-r, and tk Qw= sazall gruvid the S,pteial lWpcctur ft .name and pbane number ccf the
Cam&acCo,r.
-1. Thc Ownex sW aid ti2e SRwial Znapeetvr ia btang preseat 4n thi- site wbft Tequxxed. 'Z'hc Qwnx:r shall
a,ts4 aid thc Sp=al hWectar in sabmktiu8 f~ repart, tmting data, and Rccard DrawiM to tw
Spolaae Comity Divisrnn of En&eerb$ and J" -
4. Tbe av'4nQ SbaE belO to &CilltaiC Ihe C=ec&m of as* dzfi,Ci=t 28xtS of tte 3tv=wajEr draiaaV
~5. 7he Owner sball rrAd aad nndas'-od the CMMactor's aad Specia1 Impec.tax's portiong af rhi.5
Ag=vv=L .
6. The Ownc.r. as~nowImdges thSt helstm vvM nct a C~ oof 4~cupancy t.mtil d~zwt ~peds
of ihe coXlsUus,`ti0u ~re cor~ ~ud the Re'~o~w%W axC acc..°god bY the ~pokaw C4unty
DivisiQa af Eoffku=ittg and Rads_ oW~ ~ • ~ _ ~ ~ ,
.
~DRESS:
PHorE rUI~MEFL DAM:
- ~ i3x:
Fy-
{P~ N~> tA~oz~ea ~i~.)
Pkm tapy aad xcwn Jbr y= record$
Special Inspeclim A,Ereema,at pe,~e : 4
$pakan~ Cv~pP~~dct No_ -
PaGErnt e 7. 4 GaAM tfti!
~~r,-s
~ PART 2. SPECYFIC ~.2EQUIR:EMENTS (Cont.) :
]EOR THE Sl'ECIAL INSPEC'I'OR: l. The Special Inspector shall perform job site inspection, matez-ials testing and quality control
services to an extent that the drainagc facilit,ies associated with tlie project will function: a) in
accordance with the applicable Spokane County Codes and regulations; b) as intended in the
desi;n; c) in con#ormance with the Design Deviation Conditions associated with tbis project, if
any; and d) as shown in the Accepted Plans.
2. The Special Inspector must be licensed as a Professional Engineer in the State of Washington. 3. The Special In.spector has the responsibility of bea,ng preseLit on the site when helshe is notified
by the Coniractor that work will be performed that requires inspection.
4. The Special Znspector shall log into the Inspection Record Card each ti.me that he/she performs
inspection work on the sitc.
5. The Special Inspector sha11 use the Accepted Plans, as def.ned above, .for overseeing the
construction o f the draiuage Eacilities.
6. Examples of inspection duties include, but are not limited to:
a) During excavation and construction of pond areas, ditches, bemis, etc.:
i) Note significant changes in soil or presence of groundwater.
ii} Confirm:
a) Elevations of ponds, berms, conveyance ditches.
b) Side slopes: grades and embankment stability.
c) Dimensions of ponds, berms, and ditches.
d) Horizontal locations of improvements.
e) Pond linex materials and installation procedures, if used.
fl Soi1 compaction.
g) Elevations and dimensions of drainage structures.
iii) Perform testing of fill material fox gradation and compaction.
b) Perform testing of cement concrete for compressive strength, slump, and ai.r entrainment.
c) Inspect the placernent of reinforcing steel ixz cement concrete structures.
d) Inspectzon of t11e placement of gravity or pressure-pipe stormwater lines. Inspect pipe
material, size, length, grade, construction methods.
e) Observe the placement of sod, seed, la.ndscaping, and irrigation systems. Ensure that
these items meet specifications, and that they do not interfere with or harm the
stormwater control system.
Special Inspection Agreement page: 5
Spokane County Proj ect ~To. ~ I ZD 1S
I
fl See Exlaibit `Awhich is attaclied. .
7. Often, the Speciall.nspector wa]] need to perfox-m inspection duties beyond the miuinium
- requirements set forth on the plans or listed .herein. It is recommended that WSDOT
Specifications be used where specifications are not expressly given. 8. The Special Inspector shall notify the Contractor, Owner, the Design Engineer, Spokane County
Division of Building and Plann_ing, and Spokane County llevelopment Engineering Services (a
representative of the County Engincer) immediately, if unexpectecl conditions are encountered
that would prevent the proper construction of the improvements, or that would negatively affect
the operation of the draa_nage facilitics.
9. Any modifications to the Accepted Plans must be submitted to the Design Engineer for approval,
prior to construction of the modifications.
10. Copies of all routine reports shall be submitted by the Special Inspector to both Spokane County
Development Engineeri_ng Services (a representative of the County Engineer) and t,he Division of
Building and Planning as anspections axe performed.
11. Prior to thc issuance of a Certi~'icatc of Occupancy for th.is project:
a) rfhe Special Inspector shall submit inspection reports, lab reports, and Record Drawings.
The Record Drawings shall be stamped a.nd sign.ed by the Special Inspector, with a
statement on the plans that the constructed improvements are in substantial conforma.nce
with the Accepted Plans.
b) The Owner, Contractor and Special Inspector shall acquire written acceptance of the
Record Drawings and inspection reports from the County Enganeer.
12. The Special Inspector shall read and understand the Contractor's and Owner's portions of this
Agreement.
SPECIAL liNSPECTION FIlZIv1: &ck Qre-r t a
.ug slbi o-S- 'VS N
.S
~DREss: 122o XI Ho Lnpn~ 6mk&nv,. ~ ~iG Zo 1
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PHONE NUMBER: ,r5D9 3,Q8 -5 I3 9 DATE:
SPECIA:L LNSPECT'OR t JE-rF e-4~-
(Print Name) ~ ' .
SpECIAL IlVSPECTO C~-~ ~uthorizM Signature) ~ •
WASHINGTON PROFESSIONAL ENGINEERS LICENSE N4. :
1
. ~
Please copy and retai.n for your records
Special Inspection Agreement page: 6
Spokane County Project No. ~ ~lo '7$
' • • , ~ ,
. P.A.R7C' 2. SPECIF'IC REQUIREMENTS (Cont.) .
. . . . . . . ~
Exhiibit `A l .
Additional requirements for this project are listed below: _
1. As conditioned on the Design Deviation approved by the County Engineer on
Special Inspection Agreement page: 7
Spokane County Project No.
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29403
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. LETTER REP4RT
GEOTECHNICAL CONSIJLTING SERVICES
SUBGRADE EVALUATION . SL:TN~VIVIEERF'IELD 5"' & 6' ADDITIONS ` SPOK:ANE, WASHINGTON
,
- - OFFlCIAL PUBLIC DOCUMENT -
, February 13, 2003 SPOKAfvE COUNTY ENGINEEA'S OFFlCE
~ OR G NAL ^
PROJECT # ~~'aF SUSNITTAL #
, .
~ URN TO COUMY ENGlNEER ~
REC:EiVED
r- MAR 12 ?PO.°
~ s 7 R a 7 a
- SPOKA(+!E COUNTY ENG(NEER
GEOTECHNICAL ENGINEERING 8 MATERIALS TESTIIdG
I ,
. BOlSE COFUR D'ALENE MOSCOW IDAFtO FALLS POCATELLO SPOKANE
r-.
~
I • i ' \ . • . /
~ s T R a T a
GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING February 13, 200J
I 10020 / Fax 509 891t20202, Spokane, WA 99206-4748
509 891 Client: TUPKEN 503006A
Mr. Ken Tupper
~ KJT Investments, LLC
~ 112 N. Raymond Road
Spokane, Washington, 99206
~
' RE: LETTER REPORT
. Geotechnical Consulting Services
Subgrade Evaluation
' - ~ Summerfield 5h & 6h Additions
Spokane, Washinp-ton
~
- Dear Mr. Tupper: Strata Geotechnical Engineering and Materials Testing, Inc. (STR.ATA) has
completed the authorized geotechnical consultation services for the Summerfield St" & 6`"
~ Additions project. STR.ATA has previously provided geotechnical consultation and ' materials testing services related to the 40' Addition of this project in a letter report titled,
~
~ "Geotechnical Consultation Services, Resilient Modulus Subgrade Testing, Summerfield East, 4th Addition, Phase I, Spokane, Washington", dated October 30, 2001. The
i approximate location of the property is shown on Plate 1, Vicinity Map.
~ .
` PROJECT DESCRIPTION
, The project is located between Evergreen and Sullivan Roads north of Trentwood
in Spokane County, Washington. We understand proposed improvements include .
constructing/extending new and existing streets into the Sth and 6th Additions of the
~ I project north and east of the existing 4th Addition. Streets to be improvedlconstructed
` include Crown Avenue, Calvin Street, and Queen Avenue. We understand that site
~grading to achieve pavement subgrades will be minimal.
~
I
; SCOPE OF SERVICES
The current phase of STR.ATA's evaluation was performed in accordance with the
authorized scope of services and general conditions as described in our proposal dated
January 14, 2003. Specifically, we conducted subsurface explorations at locations
requested by Wyatt Engineering: 1) intersection of Calvin Street and Crown Avenue; 2)
~i intersection of Calvin Street and Queen Avenue; 3) Queen Avenue mid-way between
Calvin Street and Burns Road, and 4) Crown Avenue mid-way between Calvin Street and
Burns Road. Our scope of services for this project is summarized below:
~
~71
IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA
`l
• ! ~ _ ' i 1
. S~~L_ rtic:ld 5'" & 6`h Additions
Project No.. TUPKEN S03006A
Page 2
Conducted subsurface exploration by observing the excavation of
1 test pits with a rubber tired backhoe provided by Eller Corporation
at locations selected by Wyatt Engineering within the proposed
, - street sections.
i
11
2. Performed laboratory testing required to classify the soil types
encountered, as well as two California Bearing Ratio tests.
i
7
3. Prepare thxee copies of a summary letter report of our findings
--including laboratory test data, logs of test pits, and our conclusions
! and recammendations regarding subgrade preparation for pavement
~ subgrades.
, STRATA's scope of services did not include an evaluation of the property for
geotechnical conditions related to the design or construction of residential building
-foundations, pavement structural section design, utility construction, overall slope stability,
environmental concerns, or stormwater disposal.
,
FIELD EXPLURATIONS
~ STR.ATA evaluated subsurface conditions along the proposed roadways at selected
✓ locations by excavating four exploratory test pits (TP-1 through TP-4). An engineer from
our office conducted the field investigation on January 28, 2003. The test pits were
~ excavated to depths of between 5%2 and 8'/2 beet beneath the present site grades using a
track mounted CAT 3251 track-mounted excavator equipped with a 3- foot wide bucket.
~ Test pit locations were staked by Wyatt Engineering prior to our field activities.
Approximate test pit locations are shown on Plate 2, Site Schematic. Elevations shown on
,
the logs are provided by Wyatt Engineering.
STRATA visually classified and logged the soils exposed by the test pits. A
summary of the Unified Soil Classification System is provided as Plate 3. This summary
should be used to interpret the descriptions used on the test pit logs and throughout this
letter. Detailed descriptions of the subsurface conditions in the four test pits are presented
in Appendix A, Plates 4 through 7, Exploratory Test Pit Logs.
~ STR.ATA collected samples of the subsurface soils from selected depths within
each of the test pits and preserved samples for transport to our Spokane laboratory for
further evaluation and testing. Our sampling included two bulk samples taken from the
~ upper foot of soil immediately beneath the topsoil layer for CBR testing.
At the conclusion of our exploration, test pits were backfilled with the excavated
~
- spoils. Backfill placed within the test pits. was not compacted to the requirements of
structural fill. Because all fo ur test pits were excavated near the centerline of the proposed
~
' GEOTECHNICAL ENGINEERING 6 MATERIALS TESTINO
~
. ,
` Su~',. -~~ield 5`" & 6'" Additions
'~--Project No.: TUPKEN S03006A
' - Page 3
I
E ~
- streets, we recommend they -be re-excavated and back-filled with structural fill placed in
accordance with the recommendations presented in this report. Replacing loosely back-
filled test pits with structural fill will reduce the potential for excessive settlement in these
,
" areas.
, I
- SITE CONDITIONS
~
i~
~
In general, site conditions appear to be somewhat different from those STRATA
encountered at the site of the 4`" Addition project (east of this site). Topsoil at the 5`h and
6`h Addition site appears to be thicker (1 to 1%2 feet thick), and the depth to the gravelly
soils is greater. In general, the site soil conditions appeared to be generally consistent with
the Natural Resource Conservation Service (NCRS) soil mapping for the area. The NCRS (formerly the Soil Conservation Service) has mapped the soil at the
project site as Garrison Gravelly Loam (GgA), (Soil Survey of Spokane County,
Washington, 1968). The Garrison series consists of very deep soils formed in glacial
outwash with a mantle of volcanic ash and loess on level to gently sloping terraces. The
- typical NCRS soil classifications from the surface downward are silty SAND, silty
GRAVEL, and Poorly Graded Gravels. It is characterized as having a moderate surface
permeability, moderate potential for frost action and low shrink-swell potential. The pH is
J~1 reported to range from 5.6 to 7.8. The risk of corrosion is considered moderate for
uncoated steel and low for concrete. The soil is characterized by 12 to 20 percent clay
content from 0 to 44 inches.
r-,
,
~ At the time of our field explorations, the surface of the site was covered with grass
~
and weeds. Some debris piles (concrete, wood) were observed. The topsoil at the site
^ consists of a dark brown SILT with organics, and extended to depths of 1 to l'/2 feet
beneath present site grades at the test pit locations. Beneath the topsoil is a medium dense
_ to dense sandy SILT and silty SAND extending to depths of 4 to 6 feet beneath present site
grades. Beneath the sandy SILT and silty SAND in Test Pits 1 and 4 we encountered a
dense silty, sandy GR.AVEL. At Test Pit TP-2, clayey SILT (from 6 to 7'/2 feet) overlies
clayey GRAVEL that extends to the maximum depth explored of 8'/2 feet.
J Groundwater was not observed in the four test pits excavated for this study. It
should be noted that groundwater and soil moisture conditions within the area will vary
~ depending on rainfall, irrigation practices, andlor runoff conditions not apparent at the time
i
of our field investigation.
. LABORATORY TESTING
'I
~
Laboratory testing for moisture content was conducted in general accordance with
ASTM Test Method D 2216. A sieve analyses was performed in accordance with ASTM
~
s R a T a
~ ' dEOTECHNICAL ENCINEERING 3 MATERIALS TESTING
S~rfeld 5`h & 61A Additions
Project No.: TUPKEN S03006A
i Page 4
I
' Test Method D 422. We also conducted compaction tests on near-surface bulk soil
~samples to evaluate maximum dry density and optimum moisture content. Test procedures
were in general accordance with ASTM Test Method D 1557. Two California Bearing
Ratio (CBR) tests were conducted on near-surface bulk soil samples to evaluate pavement
support characteristics in general accordance with ASTM D 1883. The CBR tests were
.'conducted on samples compacted to 95 percent of ASTM D 1557 and loaded with a
surcharge of 75 pounds per square foot. Results of water content tests are presented on the
; test pit logs; other test results are presented in Appendix B, Laboratory Test Results.
~J
OPINIONS AND RECOMMENDATIONS
-General. It is STRATA's opinion the site is suitable for the proposed street
~ development, provided the recommendations presented in this report are incorporated into
design and construction. The following opinions and recommendations have been prepared
based on the conditions observed during site exploration and our current understanding of
the project development plans. If different conditions are encountered or if the plans
change from those described in this report, we should be notified so that we may revise our
~opinions and recommendations.
~
_Site Preparation. We recommend all topsoil be excavated from proposed pavement
~ areas. The thickness of topsoil observed in the test pits ranged from 12 to 18 inches. We
recommend a nominal stripping depth of 12 inches be adopted for estimating purposes.
However, deeper stripping may be required where thicker sections of topsoil exist at the
l site, or where concentrations of organic material or debris fill may be encountered. The
~ topsoil may be re-used for landscaping or removed from the site. Topsoil should not be
reused as structural fill due to the relatively high percentage of fine-grained soil and the
presence of organic material.
Once topsoil is removed from pavement areas, the exposed native sandy SILT and
silty SAND soil should be proof rolled to identify soft or unstable areas. The proof rolling
should consist of at least four passes with a fully loaded full front-end loader or 10-cubic
~ yard dump truck, or similar equipment. Note that proof rolling should not be conducted
during wet weather conditions, as described under "Construction Scheduling" paragraphs
--below. STRATA should observe and document the proof rolling process. If any soft or
_ unstable soil is encountered, it should be over-excavated to firm native material. Structural
fill should be used to replace any soft or unstable soil removed, if required to achieve
desired grades.
i~ Following proof-compaction we recommend the upper 12 inches of subgrade
~ underlying the pavement section be moisture conditioned and compacted to at least 95
percent of the maximum density as determined by ASTM D-1557.
L' Excavation Conditions. The soil encountered during exploration was excavated
with little difficulty using a tri mounted excavator to depths of 5'/z to 8%2 feet beneath
s ~ R a ~ a
' GEOTECHNICAL EfYGINEEFiING d MATERIALS TESTING
St'z,__.,_,jrfeld 5`h & 6`" Additions
Project No.: TUPKEN S03006A
~ Page S
~present site grades. We anticipate the proposed construction can be accomplished with
conventional soil excavation equipment, such as backhoes, excavators and bulldozers. For
temporary excavations deeper than four feet deep, we recommend the sidewalls be sloped
- no steeper than 1.5:1 (horizontal to vertical) in conjunction with OSHA regulations and
~ -local codes
~
~ I
LI
Construction Schedulinia. Because wet weather construction can add significant
costs to a project, we recommend site clearing, preparation, and earthwork, be completed
during periods of dry weather. If earthwork construction must take place during wet
weather, we recommend that the following information be incorporated into the design and
specifications of the project.
I!
If construction occurs during very cold weather, we recommend protecting any
exposed subgrade soil from freezing. If the subgrade becomes frozen during construction,
it should be thawed and then compacted, or removed. Compacting frozen soil, or placing
~ fills over frozen subgrade shall not be allowed.
During or subsequent to wet weather (spring and early summer), it is very difficult
to dry (to optimum moisture) and compact near-surface site soils, and it will be necessary
~ to import granular fill materials for structural fill uses. Delays in site earthwork activities
Li should be anticipated during heavy downpours. In addition, site clearing and stripping
activities will expose very "tender" subgrades which are subject to disturbance (severe
pumping and loss of equipment support).
For equipment support during wet weather construction, we recommend the use of
~ a granular working base to protect subgrades in site areas sustaining construction traffic.
`J The working base should consist of a minimum of 18 inches of 3-inch minus crushed rock
or ballast containing no more than 5 percent by dry weight passing the No. 200 sieve. A
geotextile fabric (AMMOCO 4545 or equivalent) should be placed beneath the working
u, blanket to prevent the intrusion of fines into the rock. As a general rule, pavement section
^ base rock thickness must be increased to account for poor subgrade conditions and support
pavement laydown equipment.
During wet weather conditions we recommend that site stripping and excavation be
~ performed with an excavator and straight-edged bucket without traversing the subgrade.
The topsoil acts as a protective layer to surficial erosion and should be removed only
where and when necessary. Poof rolling procedures can disturb sensitive soil, and should
~ not be used to test subgrade suitability during periods of wet weather. Instead, we
recommend systematic probing by a STR.ATA representative be conducted to evaluate the
suitability of the subgrade before placement of fills.
~
Work should not be attempted immediately after heavy rainfall. Operating heavy
equipment or attempting to use dynamic compaction on wet soil will likely result in
' pumping. If wet soil is disturbed by construction equipment, it should be removed and
` J replaced with structural fill. Fill placed on wet but undisturbed soil should be carefully
compacted to prevent pumpingi
ti
~ s T ~ a T a
~ ' GEOTECHNICAL ENGINEERING 3 MATERIALS TESTING
~ .
Sra,, :°If eld 5`" & 6`h Additions
~
Project No.: TUPKEN S03006A
Page f)
Structural Fill. Fill that will underlie or be within five feet of pavement limits is
considered structural fill. Structural fill should consist of GW, GP, GM, SW, SP, or SM
-soil as designated by the Unified Soil Classification System, Plate 3. Prior to placing
structural fill on native soil, the native soil should be proof-compacted to identify soft or
~ J unstable areas. Structural fill should not be placed on topsoil, non-structural fill,
uncontro l le d f i l l or ot her unsuita b le materials.
_ Structural fill beneath pavements should be moisture conditioned and placed in
loose horizontal lifts no thicker than twelve inches. Each lift of structural fill should be
~ compacted to at least 95 percent of the maximum density as determined by ASTM D-1557
{ (Modified Proctor).
The native sandy SILT and silty SAND soils appear to be suitable for reuse as
J structural fill, but only during dry weather conditions, when such soils can be adequately
moisture conditioned and compacted. The Contractor should use compaction equipment
~ suitable to the material being compacted. Depending on the moisture content at the time of
construction, it may be necessary to moisture condition structural fill in order to achieve
efficient compaction. We recommend STRATA conduct in-place density testing and
7 documentation to verify compaction of all fill placed.
Pavement SuDnort Characteristics. Our laboratory test results indicate that the
J~ CBR for the two types of near surface soil tested range from 36 to 66. STR.ATA
completed laboratory resilient modulus testing for the Summerfield 4`h Addition and
obtained a result in similar soils of 18,000 psi. This suggests a local correlation between
; the CBR and Mr tests of M, (psi) = 500 x CBR. As such, design values of M, in the range
._J of 181000 to 33,000 psi may be used. If wet weather construction is contemplated, we
recommend the lower value be used for pavement structural section design.
~ Site Drainage. Development will alter the run-off and'infiltration characteristics of
^ the site. We recommend that run-off from the proposed development be collected and
directed away from pavements. Site grading should be designed for positive drainage of
surface water away from these structures. Irrigation and subsurface stormwater disposal
_ should be avoided adjacent to pavements.
~
~LIMITATIONS
~
,
This report has been prepared for the exclusive use of Mr. Ken Tupper and his
! designated age ~ts to ~ sist the planning and design of the proposed street sections for the
Summerfield 5& 6 Additions project in Spokane County, Washington. Our services
consisted of professional opinions and recommendations made in accordance with
I, generally accepted geotechnical engineering principles and practices. This
acknowledgernent is in lieu of all warranties either express or implied. Our services did
not include an evaluation of the !WProperty for geotechnical conditions related to the design
~i
s ~ ~ a T a
--1 ' GEOTECHNlCAI ENGINEERING 6 MATEiiIALS TESTING
-I
i-,~ • ~ ~
Suml. _ _,eld S" & 6`" Additions
Project No.: TUPKEN S03006A
~ Page 7
~
`or construction of residential building foundations, pavement structural section design,
utility construction, overall slope stability, environmental concerns, or stormwater
' I disposal.
STRATA, Inc. appreciates the opportunity to assist you with this project. Please
call if you have any questions regarding this letter.
Sincerely,
T R• ~{/,q STRATA, Inc.
fN ~
IL ,
Brian W. Binsfield, P
Proj En ' eer
R~ 31698
"SfONAL~ I
~ EXPIRES: COti R. a1'd, P. .
Senior Engineer
SRW:srw
~ The following plates and appendices accompany and complete this report:
Plate 1 - Vicinity Map
~ Plate 2 - Site Schematic
Plate 3- Unified Soil Classification System
Appendix A- Exploratory Test Pit Logs
~ Appendix B- Laboratory Test Results
~
~
~
Ir ~
I
i ~
i~
s T R a T a
' GEOTECHNICAL ENCINEERING 6 MATERIALS TESTiNG
t - _ Y _ ~ ' . - ~ f . • - . • • _ ~ - . \ ~
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Vicinity Map
Summerfield 5t'' & 6t' Additions
Spokane, Washington
Project No. TUPKEN S03006A
~
,
s
No Scale fnlended
' GEOTECHNICAL ENGINEERING & MATERIALS TESTING
i
Plate 1
~
~ .J J
\
TP-3 -
~
~ /
Crown TP 4
~
~
U
~
TP--2 ~ .
~
~ Queen Tp
N
~ TP-1 S TE SCHEMAT C
Test Pit Number and Approximate Locatlon
, s T R a T a
NO SCALE INTENDED 9EOTECMNtCALENiINQRNIO i WTFRIALRTEBTINO
~ (For Reference Oniy) File: 'rUPKEx S03006A
PLATE 2
I • ~ ~AJ = 1" 1.
I 1 • 7 i 7 r+
UNIFIED :!iOIL CLASSIFICArtION SYSTEM Lurm ~ MATOR DIVI3ION3 ~L S TYPiCAL NA11~3
,
Zi :wen-cradea cmnL
cLEnlv cRAvMs Gravel-sand Mixau+es.
~ Poorly-Graded Grsvel,
vel-Ssnd 11~tures.
o G~r
a
~*0*00
~ 1 Sibty C~iavel, Oravel- ciRAVB[,s wiTH FRRB3 SandSift Mixturps.
~
oc Clayey Gravel, Crravel-
~ apARSE Ssnd-Clay biixbures.
°RAERD I o' o I°o 00 I°,° Well-C~raded Sand,
oa
o lo o lo o~C sw (hgnUy Sgnd.
CLFAN gAND9 to ota 01.0 a
r••~~~• ~ Sand,
I ~
;
• • • • • • • sp
SANDS Ciravelly Sand.
• • • • • Silty Sand,
_ • • • • • ~ Sand-Silt Mixdues.
sArms wrrH FRiEs . . Clayey 5and,
. . . .
' sc . Sand-Ciay Miadnm.
--NL Iaorganic Silt, Sandy
or Clayey Silt
`sII.ZS AND cLAYS Inwganic Clay of Low
C[, to Medium Plasticity,
S.S TID N~so~.b Sandy or Silty Clay.
pL Organic Sitt and Clay
of L,aw P'lasticity.
,
~FDM Iaorganic Silt, Mica-
GRAINED MH ceous Silt, Plastic
_J SOII.S
Silt
sII.TS at~n cd.AYS ~ Inor~nic Clay of High
~.a~nT , Plasticity, Fax G7ay.
tIQuID Organic Clay of Medium
aREATER TEIAN 509G OH
t0 Hll p~8$tlCl~l.
J p'1' Peat, Muclc and Odier
Eugh1Y Organic Soils.
T SOII. CLASSIFICATION CHART
~ w Sundard 2 Inch OD V Ckoimd Wster gG Baggie Sample
~ Splrt Spoon Sample After 24 Hours
._Y California Modified 3 Inch V GmundWater OD Split Spoon Sample at Time of Dnlling BK Bullc Samplc
` NX Rodc CoTe RG Ring Sample
, U~lby~ 1 OD
' s
, BORING LOG SYMBOLS GROUND WATER SYMBOLS TE3T PIT LOG SYMBOLS
~
5? rZ a i a
~ GE078"icu EaiNEEMHO a M►IVau►W TESIM
~ PLATE 3
~
~ • ~ ~ ,
i
~
I
1
:
,
~
~
~
~
APPENDIX A
EXPLORATORY TEST PIT LOGS
,I .
~^l
ii
~
I " .
~
~
I
~
s T R a T a
' GEOTECHNICAI ENGINEERING 6 MATERIAIS TESTING
.
~ ~ . ~ ~ ~ ~a
~ Exploratory Test Pit :S m 0 a m m"w ' A V--
RBMARICS
- Description A w ~k V o K A m,~ a a~
Tilied Zone?
SII.T with Qrg,snics. Dark bmown, moist ,
to wet, with some fine to cuarse sand and
tirace raund,ed gravel, soft to medium atiff BG
(ToPsoil)• 1 7 W
is.s
sandy sIL.T. Brown, moisc, aith uaoe ~M
' fine grsvel in uppet 12", low plasticity, ~ i
sdff tOverYsfiff,~~coamer with z. 2.5 At2Ft:1'V=0.35tBf
depth (Allavitmn), • • ~ : i BG 25.5
-
-3. 2.5 At 3 Ft: T'V = 0.45 tsf
; !
, . •
SM
Sihy 3AND. Brown, moist, with some
~ fine rouaded gravel, leRnses of clean sand, 4.
- ffiedium dense to dense (Alluviuin). • • • •
BO 4.9
~
- s~
'
_
~
Silty GRAVEL. Brown, moigt, rnimded,
with svm fine sawd, dense to ve,ry donsa
(AUuvium). ~
~
~ 7
~ .
Eaploratory test pit WrmYnated 6.0 fod
~ below exisdng grooad surfam•
~
9-
,
~ 10.
~l CliMt ao.: TUPKEN ITes? Pit Num"r: TP-1 EXPLORATORY TEST PIT LOGS
~ Project No.: S03006A ~ Oate ExcavaMd: 01 /28/03
i ;
Surface Elwation: t2037' Excavator. CAT 3251
logged Br. SRW ~ DopM to Ground Water. N/A S ' R ~ , ~
dEdTECNd1GAL ENOWEERINO t YATERIALS TES TiNO
-
~
P LATE
Exploratory Test Pit 0 a
^ RBMARKS
- l Description p~ ov A~ a a o~
(
~J SII.T with Qravel and Sand. Dark ML At 10"; 2" thick lense
brown, abuntiant or$anics (rnoffi), loose, of silty graveL From
i1 m i.S is old
' m,oillt-(Topsoil). 1 , ~
layer
Sihy SAND with Some Finc Gmvel. SM
Brown, loose, moist (Athivium). s J • • • •
. • . . gG 8.1
,
,
~gM 4.5 At 2.5 Ft: 1'V = 0.4
SII.T with Trac,e Fine Lo C~rse Sand.
; Brnwn, low plasticity, Srsdes coarsa 3. : i tsf
with depth, very sM moist (Alluvium).
13G 24.0
~ • •
4. 4.5 At4Ft:T'V=0.4tsf
• •
~ Sihy SAND with Traoe Fine GraveL SM
Brown, dense, moist (Alluvium). s ~ • • • •
BG 9.3
.
, , _
~
~
~
C7a3Fey SILT with Traoe Fine Saad. MI•
Brown, medium PissficitY, so8 to stiA
moist (Alluvium). - ' , 0.5 At 6.5 FL: TV = 0.4
BG tsf
7~
~ Clayey GRAVEL wid► Trar,e Cobbles. GC ~
Bmwn, raund~od to densG, g~ Q BG '
maist (Alluvium). o
o
0 0
J F,xploraLory test pit terminated 8.5 feet
~ below existing grouad surfaoe.
10.
L)
-
~ Client No.: TUPK04 iTesf Pit Number. TP-2 EXPLORATORY TEST PIT LOGS
ProJsct No.: S03006A ~ Date Excaya{ed; 01 /28/03
! Surfaae Elwotion: t2035' Exeavafor. CNT 325I
S R ,
lagged Bp:SRW ~ OepM to Grourtd Water. N/A
i dE0?ECHNIQAL MME01[I!O t YATERIAL,8 TE811N0
j I
~ PLATE
~ .
-
Exploratory Test Pit ~ ~ A ~~S
m
Description A w C) K A A~ a~..
~ ~ ~13 a
~ SII.T with Abwndant Qrganics. Dark ML At 1': leas visille
brown, tracx to some fine sand, soft to organica bat color still
medium stiff, moist (Topaoil)• - darlc brown.
~
24.0 1.0 At 1 Ft: TV = 0.4 tgf
~
~
Sandy SILT with TrBee Fiae Gravel. ML
Brown, low plasticity, medium stiff to 2. ~
^ ve;y sM moiat (Alluvium). ~
- BG 21.5
Silty 3AND with Traoe Fiae Crav+eL SM
~ Brown, With leflseB Of 88nd Snd fiine
gravel, moist (Alluvium)•
' 4.
1
• • • •
~ ; - • • • • B(3 8.5
~
, I • • • •
`J s~ • • • •
000 •
I • • • •
i • ~ ~ •
I_
F.xploratory test pit ttrminated 5.5 feet
i-~ below exiating grouad s~af.~oe. 6~
I 7 ~
-1 -
iy
I 8
~
,
7 ,
jU
9J
j
i
~ 10.
J
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.
Cl,.nt No.: TUPKEN iTesl Pit Number. TP-3 EXP LO RAT 0 RY TE S T P I T LO G S
Projoat No.: S03006A ~ pato Excava}od: 01/28/03
~-I Surface Elwation: t2036' ~ Excavator. CAT 3251
logged Bp: SRW ~ Depth to Ground Water. N/A S , R ~ ' ~
~ oEOTEa+KMAL oMenMMwo a ru►TMw.e TEsTtMO
~--P LATE
~
~ 1---.`
I i 3 ? S
~--J d
Exploratory Test Pit ~ 0 a 0 REMAM
; Description
~ m Cn ~ ra a
~ Saady SILT with Abundarnt Qrganics. ML
_ Duc bmwn, trace fine gravel, soft, maist
,-(TaPsoil)• BO 22.1
~
~ ~
, Sihy SAND. Brown, modium dense to _ 3M
dtnse, with lensrs of clean saad, moist '
, .
(Alluvtum). 2 • • . •
. BK
i
~
1 I -
BO
23.2
.
~
~
_
-
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V $ffty .SBndy CJRAVEL. BrOWn, 3° ri1111118 GM ~ •
r0und8d g['8V8L deme, alOlSt (AttilV1U111). _ • ~
BO 4.0
•
~
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.
•
~
~ Fxplaratory test pit tenmineted 5.5 feet 6.
below existing ground sorfwe.
~ 7~
~
_ 9~
~
10-
I
Cl,.nf No.: TUPKEN ITost Pit Number. TP-4 EXPLORAT4RY TEST PIT LOGS
Projeet No.: S03006A I Date ExcavaMd: 01/28/03
Surfcce Elwotton: t2037' I Excovator. CAT 3251
Lagged Bp: SRW ( D*pM to Ground Water. N/A S , R ~ ' ~
--OEOTEp1NIQAL EN8INEEWp10 a YMFflIAL.B TES T1N0
P LATE
~ ~1
j~ .
~ .
TEST ~S~LTS
- LABO~TpRY
t
r;
~
1
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~
. . I a ~ a,
~ S TERIAIS TESTING
~ GSOTECNKtCat Et~GINEERING b
~1
,
.
C F BEARIN(11._ ~ZATIO
ASTM D-1883
,
Project: Summerfield 5th & 6th Additions
Ciient: KJT Investments, LLC Lab Number: SL1204
File Name: TUPKEN S03006A Date Sampled: January 28, 2003
~ Sample Location: Test Pit TP-3 @ 1' - 2' Date Received: January 28, 2003
Sample Description: Dark Brown Silty SAND w/Trace Gravel Sampled By: S. Ward
SOIL CONSTANTS
i
CBR=36
Liquid Limit:
~ Plasticity Index:
Sand Eqwvalent:
Texture Classification:
i Fines Classification:
t Test Dry Density 97.9 Pcf (95% max.)
' Test Specimem Molded @ 17.5% Moisture
~ Test Performed @ 18.2% Moisture
~ Percent Swell = 0.4
-Surcharge (pso = 75
CBR CURVE
, o00
MOISTURE-DENSITY CURVE
soo ASTM D-1557
Method: A
- J 800 Maximum Dry Density, Pcf: 103.0
Optimum Moisture Content, 17.5
120
700
00,
L
O g00 110
a
d
500 v
~ P Cl-i oo
~
~S aoo
g - o
300 z, so
o
Zoo
1 ao
1oo
~
~
o 70
~ 0.0 0.1 0.2 0.3 0.4 0.5 12 16 20 24
~ I Penetration, Inches Percent Moisture
,
Reviewed by:
s T R a T a
~ OEOTECMNICAL ENflINEERING 8 MATERIALS TESTWCa
~
^ • ~
_:X4RNIA BEARIM_~~, _ .`n~ATIO
ASTM D-1883
f'
, Project: Summerfield 5th & 6th Additions
` Client: KJT Investments, LLC Lab Number: SL1204
l File Name: TUPKEN S03006A Date Sampled: January 28, 2003
Sample Location: Test Pit TP-4 @ 15to 2.5' Date Received: January 28, 2003
Sample Description: Dark Brown Silty SAND w/Trace Gravel Sampled By: S. Ward
SOIL CONSTANTS
~ CBR = 66
Liquid Limit:
Plasticity Index:
" Sand Equivalent:
Texture Classification:
~ Fines Classification:
Test Dry Density 113.1 Pcf (95% max.)
Test Specimem Molded @ 11.5% Moisture
Test Performed @ 12.8% Moisture
~ I Percent Swell = 0.00
Surchar9e (Pso = 75
~
CBR CURVE
1500
l-~ MOISTURE-DENSITY CURVE
. 1400 ASTM D-1557
i,
L.1~ Method: A
1200 Maximum Dry Density, Pcf: 119.0
- Optimum Moisture Content, 11.5
»00
L 1000
140
o soo
a
~ d soo
w
~ U
P 700
a
~
S soo 20
~ 500 ~
~
~
~ 400 O
300
I
L; 200 100
r , 100
I
~ I
0
0.0 0.1 0.2 0.3 0.4 0.5 6 8 10 12 14 16
Penetration, Inches Percent Moisture
~
- Reviewed by: _ s T R -
a ~ a
(iEOTECHNICAL ENOINEERING 8 MATERIALS TESTIN(3
f
~
1 `
~
~
~ •
I ~
~
~ GRADATION ANA YSIS
~ ASTM D422
^ Project: Summerfield Sth & 6th Additions
- - Client: DJT Investments, LLC
- - File: TUPKEN S03006A
Sample No.: SL 1204
~ Sample Location: Test Pit TP-3, 1' - 2'
; Description: Brown Silty SAND with Trace Gravel (SM)
Date Tested: January 29, 2003
; N .
Gravel Sand Fines
~
~
o
C~ Coarse Fine Ooarse Med'um Firte Silt Clay
Inches Scteen Sizes ~E Hy9lrotetsr E ~
~ 8 8 ~ ~ '
E c~E i vE i ` E
1001 ~--F"~ ; ~ ~ H H I
i
gp I
~
80 I \ .
~ I 70 ~
~ ?
55 60 I ~
a 50
w
_ 0
of
w 40 I
n.
30 I .
~ ~ .
20 I .
- 10 I .
, OI
Reviewed by: 5 i R a i a
GEOTECHNICAL EN(iINEERINO 6 MATERIALS TESTIN6
i~ -
•
~ f 1
S P O K A N E , C O U N T Y
DNISION OF ENGINEERING AND ROADS A DMSION OF THE PUBLIC WORKS DEPARTMENT
March 24, 2003
Jeff Logan, P.E. and Lisa Frey, E.I.T.
USKH/Wyatt Engineering, Inc.
1220 N. Howard Street
Spokane, WA 99201
RE; P1206F Summerfield East - 6`h Addition
~
Dear Jeff and Lisa,
We have reviewed your March 12`11, 2003 submittal of the road and drainage design documents for the
above noted proj ect. The following items need to be addressed or resolved prior to acceptance of the
plans:
1. Although we disagree with the proposed road design having sag points with no catchbasin or inlet
along Crown Avenue (and Queen Avenue on the 50' Addition), as long as the flooded road width
calculations, at that sump point, demonstrate that clear vehicle passing width is maintained, we will
accept that aspect of the road design.
2. Provide non-flooded width calculations at all sump locations.
3. Demonstrate that no runoff is bypassed from the last inlet on Calvin Road to the 5fl, Addition.
4. Please submit the lot plans (utilize checklist in Guidelines for Stormwater Management).
5. Provide sight distance analysis that includes the length of the car, and evaluates sight distance
vertically as well.
6. The developer must sign and date each sheet in the construction plan set.
7. Show proposed utilities in the plan view as well as profile.
8. Some of the Standard Plan Notes are repeated from the cover sheet to the second sheet, and a few
are separated and found on the Erosion Control Plan. Please group all of the Standard Plan Notes in
one location. If it is applicable to repeat some on the Erosion Control Plans, that is acceptable.
9. Revise plans to include a cul-de-sac at the end of Calvin Road. If cul-de-sac is outside of the platted
area, an offsite easement must be obtained prior to acceptance of final road and drainage plans.
10. Curbed cul-de-sacs must be shown in profile as well as plan view.
11. Minirnum pipe diameter is 12 inches unless the pipe length is 5 44 ft.
12. Provide calculations that demonstrate a velocity of 4 ft/s or greater in each pipe segment.
13. Revise invert elevations on pipes between catchbasins and drywells to be directional (N, S, E or W)
versus IN and OUT.
14. Provide grate type for catchbasin inlets.
15. Swale detail shows a bottom width of 2 ft wide. Three other details show the swale as a"V" ditch.
Please revise these and any other details to be consistent with one another.
16. A seed mix design is provided for in a note on the Erosion Control Plan; it appears to be proposed
for exposed ground conditions. In another note, the swales are proposed to be covered with turf
grass, which equates to sod (which is required for public road swales). Clarify the note on the swale
detail that states, "swale to be seeded."
17. A natural drainage easement is required along the north plat boundary (similar to that recorded for
the 4t" Addirion) prior to acceptance of final road and drainage plans.
1026 W. Broadway Avc. 9 Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
.
18. Move or repeat the berm criteria and easement information from the Erosion Control Plan to the
road plans; the road plans need to stand on their own and the floodplain berm is a drainage/flooding
requirement of the plat; it is unassociated with erosion control.
19. Provide a draft copy of the Homeowner's Association CC&Rs.
20. Provide corrected sight distance analysis and include a vertical evaluation as well.
If you should have any questions, please feel free to contact our offce at anytime.
Sincerely,
John V. Hohman, P.E.
Development Services Engirieer/Manager
Colleen S. Little, P.E.
Plan Review Engineer
cc: Ken Tupper, Project Applicant
i •
PLAN REVIEW CHECKLIST '
PROJECT ~)Z(o F RFVIEV4' ~ DATE:
PROJECT NAME: AAat
PROJECT ENGINEER:
I - 'J
,
PROJECT APPLICANT: f1P, n -TULP
COUNTY REVIEWER: ( u,Pp n
~
COUNTY STANDARDS (circle one): 1981 1995 1999 2001 ADMINISTRATIVE REQUIREMEN'I'S
v 1o11r,IA0 1. A signed fee agreement is in the file.
Y~ o❑;vIn❑ 2. A completed Submittal Checklist has been included with the road and drainage plan submittal.
YaONo~/A❑ 3. The project is located outside th
vnON~ ,~/A❑ 4. The plat lies outside designated 100-year Flood Plain Area.
1'es~no❑wA❑ 5. The project is located outside of an identified Stormwater Management Problem Area.
VesCno❑r,rA 6. Any design deviations are approved.
N-anoOwA❑ 7. Locate the Findings and Order for the project and read the Conditions.
~~HOroOH/A 8. Copy road design element table from Pre-design Meeting Notes and attach.
i-es❑no[:]N,A 9. A site visit was performed. Date:
~ PLAN REQUIREMENTS
vaNoOr/A 1. First plan sheet has a projcct title, a vicinity map, an index of I _"ent. .1
vesEIr,on/A❑ 2. The plans are signed by the developer.
~
ves No0 N/A❑ 3. The plans are stamped, signed and dated by a Washington P.E.
va N. 0 ,wn❑ 4. Road alignment includes 100 t tioning; stations increa east and so h north; station tions
PwI
shown. t>09Kto
Yes Ey.❑n/A❑ 5. Section, Township and Range are provided.
1'es No gN / AO 6. v~ No r,n❑ 7. Curve data (radius, delta, arc length and semi-tangent) is shown for all road centerlines and curb returns.
#C.5N o~;v~ 8. Existing utilities are shown on the plans.
/n ❑ 9. hown on the plans.
o ,~r~❑ 10. Intersecting and adjacent roads are identified and shown, as are an
Y No❑~iA❑ 11. North arrow and scale (min linch = 50 ft; = 100 ft OK for large lots; = 20 ft for cluttered plan) are shoNti-ii. 4AU Yes N r'vll 12. ed out on the plans. 13. Title Block to incluclc rrojcct name, sheet number, road name and road limits (by station). -
Yes n ,n ❑ 14. It~ \
,
Va❑No N/A❑ 15. iilcluded on the p a .
v;ro[1N/A❑ lb. Existing and finish contours are shown on road plans.
l t
FNG All FormsJCheeklists!Plan Review Checklist.doc Page 1 of' 8
Rcvised: 051131'02
Ptl
. • ~
c.~ ;If
~
~ccw NEW STREETS t r? c, t-~tlYl Ave
~
Yrs ;vo❑NIn❑ 1. The plans show a typical road cross-section.
YeYN. EIN/AO a. If yes, crWS, ection sh s:--E~ing R7W, proF~W, propo width, 4e, ed te new
pavement, c sid , and any other required improvements. ~ ~
,r, voON1a❑ b. If yes, cross-section on the plans shows the cross slope between 2% to 4.5%. ~(~~7 ~ 1
Yes Ho NIA 2. The proposed street width matches t Findings and Order.
,
.
ti~~~ oON/,~ 3. Centerline slopes are within minimum and maximum.
ti~~s rro0nIn❑ ~ Vertical curve lengths are adequate (use spreadsheet).
~ YoOn/A❑ 5. Horizontal curve radius values are adequate.
~~~5 ~o~NIn❑ 6. The curb type is Tge B for public roads and Type R for priNpate.
ti~~~ oJN/,~❑ 7. The curb grades are _ 0.5%.
ro0N~~t~, a. If no, there is an approved design deviation in the file.
~
i'c~ ❑Ni.a❑ CURB RETURNS
~'e, oON/a❑ 1. BCR, MCR, and ECR stationslelevations on curb returns are shown in the plan view.
i'e~ •oON/A❑ 2. Curb return radius ~~alues are adequate.
fses noONIn❑ IN"I'ERSECTIONS
ve. •oON/a❑ l. Intersection separation is _ 150' on local access streets and 300' on arterials.
ye5 o❑n,A❑ 2. The intersections meet the landing requirements (2% 1995 Stds; 2% downgrade,14% upgrade 1999/2001 Stds).
ti« ~oON,a❑ 3. Wheelchair ramps are provided at intersections with sidewalks.
VC3ONoON/A❑ ~l ,.$ight distance is addrea~dMc~h:Munoz={plan adprofdo} b ptov'idod w*are
sppra~p~le:.=:, ~
~J
~ -
c ~c~,i.c:1.,.. - c
YtA
,-e, ~voOn/A❑ 1. The center of cul-de-sac station is shown. ~~Z C6~~ v. PX~
Ye, OHoON l A❑ 2. T h e c u l- d e- s a c c u r b i s s h o w n i n p r o f i l e.
t•e,ONo❑n/n❑ 3. The cul-de-sac radius is 45'/50' diameter. C)~ v«❑noDnIA❑ 4. The cul-de-sac grades (top of curb) are 1% minimum.
v. oOn/n❑ TRAFFIC CONTROL SIGNAGE PLAN
,r~. :v013N/A❑ 1. Street name signs are shown at all intersections.
/ Ck-
vrsONo❑n/n❑ e Stop signs are shown for all streets that intersect an arterial; all other proposed stop signs on public roads must be
OK'd by County Traffic Engineer, Bob Brueggeman.
Yr, o❑N/A❑ 3. Barriers are shown at the end of dead end streets (when necessary).
No❑nlk4. Special signing issues are addressed. (Check with the County Traffic Engineer).
vuD►voOvrAI$CHANNELIZATiON PLAN
YesOno❑r+IA❑ 1. A striping andlor channelization plan has been submitted.
Ye.O.o❑NrA❑ 2. Channelization Plan has been reviewed and OK'd by Bob Brueggeman in "1'raftic Lngineering.
FNG .All Forms'C'hecklists~ Plan Review C'hecklist.doc: Page 2 of 8
Revised: 05i31 '02
ve,oNaONia STREET WIDEl`ING /
No rr~ 1. A street cross-section is showp~f`or widening existing streets.
YeSONo❑wn 2. Cross-section shows: exi ng R/W, proposed R/W, future set-aside, and edge of existing and proposed pavement.
ves❑;vo❑N/A❑ . The proposed new ' th matches the width reyuired in the Conditions.
ves❑NoONr,,❑ 4. curb type i ype II for public roads and Type R for private.
YesovaON/A❑ 5. Curb s' n cross slope is benveen 2% and 4.5%.
YesOvo❑r,/n❑ 6. Cur rade e? 0.5%.
~'es❑;voON/A❑ 7. ength of pave t taper out of project = WS2=60 for 40 mph; Vk'S for > 45 mph.
Yes❑No❑nr/A❑ Transition from end o urb to existing paving is shown (curb should nose down in 12").
t-es❑No[:]N,A 9. 100' (min.) pavement tape ' to project is shown. (consider R/W)
Y.❑No rA 10. Widening spreadsheet has been vided; new cross-slopes and gutter grade are appropriate. le, ti'cS❑rvo❑xiAX DITCH
ti•u0No❑nrn❑ 1. DiXe' ed in plans, details provided , and have a minimum gradc of 0.5%. ves❑~o~N/A❑ 2. Prections are shown on the plans for all proposed channels and ditches. lu t~es❑~o❑N/n❑ 3. Dig velocities have lining for erosion protection.
Y.. N. 0 Nra❑ CULVERTS AND PIPE SYSTENIS
~
~o /n❑ 1. All culverts and pipcs are shown 1111'' es, stations, offsets, lengths, and in ~
rf
~
ti~es~~o ;n❑ 2. ~ 0" is allo~~~c ' en catch basins or drywells, i city _ 4 fps.
t•e,ONo /A❑ 3. The minimum culvert is 0.5%. ~1Q~
~
v~ N/A❑ 4. There is >12" of cover o u verts / storm sewer pipes. {2.5' (PVC), 1.5' (CMY), 1'(RCA) (HDPE/ADS) ~
v~, ~o❑N!A❑ 5. The culverts are stationed from ccntcrlinc stationing.
Y" -,oON1A 6. Pipe anchors are shown for pipe grades >20%.
Yea❑no0N/,~ 7. Energy dissipation is provided (i.e. riprap around culvert outlet).
YesO~oON1A 8. All angle points in the pipe system havc suitable access such as a catchbasin, cleanout or manhole for cleaning.
v~,o~N/A 9. All pipes are located a minimum of 5 fect from a rear or side property line.
Yes roOxin❑ 1NLETS Yes INoOY/A❑ 1. The centerline road stations, offsets, and invert clcvations for a11 inlets are shown in the plan vicws.
ea0 No tilAO 2.
Ye:ono .rA 3. Catch basin, inlet, or special manhole details are showm or a standard drawing is referenccd.
Yes NoOxrA❑ 208 SV4'ALE & DRYWELL SYSTEMS Jw,4o1.( C'h,_-
Yes 'oEIN/A ❑ I. The swale is located outside a future set aside area.
Yes noa,a❑ 2. Swale floor elevation is shown on the drawin'g)
Ye,❑no 3. Dimensions are shown for bottom of swale.
Yea v,n❑ 4. Swale floor is 6" below drywell grate elevation (8" if soil mixture is specifed or CEC testing requirement is notcd).
,r~ no❑N/a►❑ S. Sod/tur rinkler system is specified for publicly maintained ponds.
ve.❑na0N/A❑ 7. Dryland grasses pecified for ponds maintained by homeowner's associations. ~
❑-IIa❑ 8. Swale side slope do not exceed a 3:1 side slope. (2:1 side slope is alwed if sIc dc
v- 'o lo
Ye, ho '/A❑ 9. Swale floor> 6" low normal gutter flowline at curb inlct without dr y
FNG All orYns'ChecklistsiYlan Keview Checklist.d Page 3 of 8
Rcviscd: 051'31 ,U2 - ~
`~1
.
~~.❑na~n~n❑ wale must have 3" freeboard above the max. water surface elevation for the dcsign storni.
YeaOHo[:]N/A❑ A cross-section of the pond is shown.
,~-es~rro rrA❑ 12. A grading plan has been provided for the pond; at a minimum, finish contours have been providedO~cJ-
tie: o❑N,n 13. A 6 ft visible through fence is provided if the swale is > I' deep, sideslopes exceed 5:1 and cannot drain in 72 hrs.
v'oOrrrA 14. Overflow from a swale at a low point is directed away from structures.
tic s ~o~N/A❑ 15. Drywell type is specified.
t-e s o❑N/,~❑ 16. Drywell gratc typc is spccifcd.
~•es no ❑ 17.
1'~~ xo N/A❑ 18. Multiple drywells are located more than 30' apart, center to centcr.
i'ts rro❑N/A❑ 19. Drywell is located within 8' of the curb line, or a maintenance access route and easement arc provided.
t-es❑rro❑rr 20. A 12' maintenance access drive to the bottom of pond is provided, if necessary.
ti•t.OrvoOH/ a. If yes, an all-weather surface (6 in gravel), min 12 ft. wide, min 20 ft. easement or tract, with < 20% slope.
r'es❑rro13 n,A)K 21. Bottom of drywell has a 4 ft minimum clearance from any limitmg layer (ie, bedrock, clay, or high groundwater).
r'a H/A DETENTION PONll
v~s[]No H/a 1. The pond bottom bottom elevation is shown on the dr ng.
ti•es❑NaOH/A❑ Dimensions are shown for the pond bottom
Y'esoNoON/A❑ 3. turf/hydroseed and sprinkler system i pecified for publicly maintained ponds.
vt,❑No❑N/a❑ 4. Drylan asses specified for pon intained by homeowner's associations.
YCs❑No❑N/a❑ 5. Pond side sl s do not exceed :l .
Yes❑r,XIH/a❑ 6. A cross-section o e po is shown.
vesonoON/A❑ 7. A grading plan has rovided for the pond; at a minimum, finish contours have been provided.
v«ONoOrr/A❑ 8. A 12' maintena e access to the bottom of pond is provided, if necessary.
ves11No11rr/A0 a. If yes, all-weather surface ' gravel), min 12 ft. wide, min 20 ft. easement or tract, with < 20% slope.
YeS❑noOH/a❑ 9. A 6 ft' ible through fence is provided i swale is> 1' deep and sideslopes exceed 5:1 and cannot drain in 72 hours.
yes❑No❑H/A❑ l0. height is greater than 4 ft in height.
t•«ONa❑rr/A❑ If yes, design includes a keyway, clay or geotexti iner and is in accordance with Fig 47 of SW Guidelines.
YhOrvo❑H/A 1. Berm height is greater than 12 R in height.
ves0,vo❑ /A a. If yes, geotechnical report and subsurface investigation been prepared and submitted for review.
ves •o❑N/A b(\ EVAPORATIVE POND
Yts ho 11 1. A cross-section of the evaporative pon 's shown.
v«~r,o❑N1A A grading plan has been provided r the pond; at a minimum, finish contours have been provided.
ve,EIINo❑N/A❑ 3. od/turflhydroseed and spri er system is specified for publicly maintained ponds.
vesONo❑N/A❑ 4. Imp able liner of c acted clay, bentonite soil mix, or plastic, with seepage rate S1 x10"' cm/s.
ve.❑rro❑N/A❑ 5. Dryland ses s ified for ponds maintained by homeowner's associations.
Ye,❑:vo❑NIA❑ 6. Berm height * than 4 ft in height.
Vc.[]Ho❑n,/A❑ If no, de ' n includes a ay, clay or geotextile liner and is in accordance with Fig 47 of SW Guidc:lines. I
veS❑nroOn/A❑ 7. Be eight is less than 12 eight.
veSI:]No❑n/n❑ ,or' If no, geotechnical report and su ace investigation has been prepared and submitted for review.
YcsONo❑.N/A❑ S/ A 12' maintenance access drive to the bott of ponds is provided, if necessary.
Ya❑NoOx/AQ. a. If yes, an all-weather surface (6 in gravel), rru 2 ft. wide, min 20 ft. easement or tract, with < 20°/a slope.
Y'ea[]No❑x,A❑ 9. A 6 ft visible through fence is provided if the swale is deep and sideslopes exceed 5:1.
ENG All forms/ChecklistsiPlan Review Checklist.doc Page 4 of 8
Revised: 05/3 I /02
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~Vvs& - Secfi',~~
Ye:❑NoOwn❑ EASEMENTS ,
VCsOno❑,/A❑ 1. All drainage ditches have adequate drainage easements for maintenance.
Yes❑NoON/A❑ 2. All storm sewer pipes have adequate cascments for mamtenance.
ti
Y'esOna❑N,A❑ 3. There are existing or proposed easements for natural channels.
/Yes ~noO~r,n❑ 4.~ sements for natural channels are adequate to pass the 50-year storm plus a 30%. v ,r(
Yes no x,A A Public drainaSe easement is Provided where Public street drainaSe is diverted onto Pn vate ProPertY.~ ~
•
ve,❑No0x,A❑ 6. Overflow easements are provided from swales/ponds located in low points, where necessary and possible.
ves❑,oO•,IA❑ 7. Sight distance easements are identified.
r,5❑.o ~ ❑.,A❑
8. Easements for 208 swales are shown on the drainage plans.
,
vfsN, ❑N,,~❑ EROSION & SEDIMENTATION CONTROL REQUIREMENTS
t❑,/n❑ l. The b asic elements are on the Plan (silt fence, rock construction entrY, checkdams, etc.). Y❑n/a►❑ 2. Standard Notes have been included
/'\J
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REPORT REQUIREMENTS
Yea Nrn❑ 1. The calculations are stamped, signed and dated by a Washington P.E.
❑N/n❑ 2. A SCS soils map is included.
ve,Orr&EI,,,~ 3. Thc perpctual maintcnance of drainage systems is provided for.
ves ~No❑tiI~ 4. The pre-developed CN valuc matches the recent land use (pasture/range - grazed by livestock; aericulture = farmed).
r~~s ❑r/,~❑ ROAD
v~, No N ,A❑ 1 -flooded road width evaluated for compliance (sec GSM Figurc 37).
ve ~~A❑ been provided for each intersection.
tAINXI1lA❑ a. .F1.s~rf istance easement has been provided for encroachment >2 ft.
ves❑No /A❑ 3. Soil borings have been taken and soil has been classified as per USC system.
ves No a. County matrix in Road Standards was utilized for pavement section design.
N'es o❑N/a❑ b. Pavement design method and proposed section(s) are adequate.
ves o0nt,►❑ BASIN MAPS
ves No ❑ 1. A pre-developed basin map is provided.
Yes o r/A❑ 2. A post-developed basin map is provided.
Yes o❑NIA❑ 3. North arrow and scale are shown.
Yes o❑N,A❑ 4. Sub-basins are labeled and correlate with calculations.
Yes ❑n/a❑ 5. Contours/spot elevations are shown.
ves ❑n,n❑ 6. Tc routes are shown.
Y~ :rIn❑ 7. Existing drainage courses are shown.
v No❑NIA❑ 8. Proposed drainage courses are showm.
ves . vIA❑ 9. The drainage design maintains existing sheet flow patterns without concentrating flows.
ENG All Fomis'ChecklistsiPlan Review Checklist.doc Pagc 5 of 8
Revised: 05/31 i02
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YesOho❑N/A❑ BASINS
vCZ ❑N/a❑ 1. Hydrologic calculations are provided for each basin. (Rational Formula if 10 acres, SCS TR-SS if arca > lU acres).
N'es ❑N/n❑ 2. On-site = 10 year design storm and off-site = 50 year design storm.
Yes rro5?iv1n❑ 3. Runoff rate is compared between entire basin and road area; larger rate controls.
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YcsONoOIV/A DITCHES
ve:ONo❑n/n 1. Ditch calculations have been provided (50 year storm, plus 30% freeboard).
YesDNoOr«►❑ CULVERTS AND PIPE SYSTEMS
VCsONoO:v,n❑ l. Backwater analysis for any pipe and/or ditch is included.
ve.On,o❑n,A❑ 2. Headwater calculations for culvcrts arc providcd.
ve9❑rro❑N~ ~i~erforcu~Tances is uncter and 1.5 0 for culverts greater than 18" in
Y N N/A :4. T
he minimum velocity within each pipe of the pipe system is 4 fps. Yes fhcrc is a minimum freeboard of 0-131et irr each catchbasin and manhole.
Y•eBOHo❑N/A❑ 6. Riprap design calculations are provided.
tietsN. ON/A❑ I NLETS
YeOrr/A❑ 1. Curb inlet capacity calculations are ineluded.
t~❑nt 2. Penmeter calculation does not include the side of the grate against the curb facc.
ti-Cf❑nro13N/A
3. Penmeter of grate is = 2 for calculations where there is no curb opening.
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Yes oON/A❑ 208 SWALE & DRYWELL SYSTEMS
Yes NoOH/n❑ 1. Soils type is "pre-approved" for drywells without percolation tests (see page 4-15, GSM).
Yes~r,ol]n/aa a. If no, a geotechnical report is included and recommendations are accounted for.
VvAoOH/a❑ 2. Swale area is ? required area from `208' calculations for impervious areas.
r•hV r,o0nr/A❑ 3. 20$ swale floor arca, volume requirements sized properly to treat impervious surface areas.
ve.ONo1Jrr/A❑ DETENTION P ND
Ve,❑no0ru 1. Contains -yr developed.
,re.❑r,eOH/n 2. Releas at 50-yr pre-developed.
Yes ONoI : I N/A 3. Con ol structure is designed to release rates specified in the Conditions.
ves❑rroCIrrIn❑ 4. D tream channel or pipe system can handle proposed flows.
Yes❑rroEIN/A❑ 5. ergency overflow weir for 100-year post-developed flow rate.
YesOfYo❑lV/AO 6. S rior to outlet to control structure.
Ye,OrroEIN/A❑ 7. 1' rrun. eeboard at 50-year design storm is provided.
Yt.OHo❑Nrn❑ SCS meth used in routing analysis for detention pond sizing.
Ye,❑No❑n„A❑ / a. If yes, basi s with CN values that differ by 20 points or more have been evaluated separately, and then added.
YeSDNXIh/A❑.`~ 9. Qpost <Qpre '
ve.❑Ho❑n/n❑ 10. Vpost SVpre, if in Gonditions or deemed necessary due decision of County Engineer.
ENG All Forms/ChecklistsrPlan Review Checklist.doc Nage 6 of 8
Revised: 05/3 I /02
YC.O:vo❑H/A❑ EVAPORA IVE POND
va0xo❑Y/A❑ 1. "Conditio no surface discharge: hold all post-developed volume; begin 2 yr cycle with 100 yr storm in pond.
veS❑Na0*r,A❑ 2. "Condition existing surface dischar • ost ibinus pre-development volume, with 1.2 safety factor; 2 yr cycle.
YC21114a[IN/A13 a. Ifyes, in addi 'on, a separate dete on storage system is provided to attenuate peak flows during design events.
Yesl:]Nol]N/A❑ 3. Detention system i designed ' accordance with SW Guidelines (see checklist above).
YtiOno❑:v/A❑ 4. Water budget cycle it ' ns have been provided: starting at several different months (typically Oct through Feb).
Y«❑No❑N/A❑ a. If yes, the mon at ets the greatest overall (total at end of cycle) storage volumc is used for final design.
Yes❑NoOHrA❑ 5. Average annu recipita n rate has been adjusted for location (Fig 29).
Yh❑:voEIN/A❑ 6. Runoffvo mes are dete ed by the SCS hydrograph method.
ve9❑*ro11v/A❑ a. If y, runoff volumes hav calculated separately for permeable and impervious area, and then added together.
Yea[INo❑NIA❑ yes,a _ n moistur uditions have been taken into account for frozen and saturated ground conditions.
vt,l:]No❑,v/A❑ Investigation and 'on has een,included that addresses the potenrial formounding, downstream impacts, etc.
vhONo❑N/A❑ 208 LOT PLANS CHECKLIST
veSONo❑N!A❑ 1. Lot plans are on 8'/z" x 11" paper size.
Ya❑No❑N/A❑ . The lot number, block number, subdivision name, date drawn, scale, north arrow and street name.
ve,❑NXIN/A❑ 3. Easement dimen ' s are in relation to property lines or comers.
Yes❑rro❑N/A❑ 4. Loca ion of curb and sidewalk (or edge of asphalt) are shown.
v4.OHo13N/A❑ 5. Setback requirements indicated.
Yea❑rro❑rr,A ❑ 6. Swale floor elevation shown.
Yc,❑rrol--]N/A❑ 7. Swale floor dimensions are in relation to properiy lines or corners.
,resOHo❑Nrn❑ 8. Rim elevation drywell type, frame and grate type, centerline offset and station are shown.
Yes❑rrol]NlA❑ 9. Any drainage ditcbes, or other related easements are shown.
YesOrrol]N/A[l 10. Depth from the normal flowline to bottom of swale is indicated.
YcaOrro11 n/n❑ 11. Existing easements, buildings, future set asides, and required building setback lines are shown.
Yea❑Hol]N/A❑ 12. A cross section of the drainage facilities (ie, swale, drywell, catch basin, ditch) is on a second sheet.
vesOHoON/A❑ 13. The cross section shows the concrete apron, R.O.W. line, and specifies sod or seed mix.
Yes Orro ❑N/A ❑ 14. A P. E. stamped all pages of the lot plans.
UNIQUE DESIGN ELEMENTS
ves❑HoONIA❑ UNDERGROUND GRAVEL GALLERIES
Ye.❑nrXIN/n❑ 1. The site is suitable for underground gravel galleries based on the site screening criteria in the standards.
vg,ONXIN/A❑ 2. .3 void ratio for gravel free space volume is used or test inforniation is provided to justify ratio used.
Ye.EIHo❑N/A❑ 3. Perc rate from field test is used to develop outflow rate.
ve,OHoON,A❑ 4. 10-yr event volume is contained entirely underground.
,resoHo❑n,/n❑ 5. 100-yr event volume contained by a combination of underground storage and abave ground storage up to 8" depth.
ve,Orro❑rrIn❑ 6. Soil rnixture is specified for water depth in pond exceeding 8".
vu❑Ho❑N/n❑ 7. Entire gallery is wrapped in filter fabric.
ves[]r,ol--]n/n❑ 8. Adequate freeboard is provided in any aboveground storage pond.
CNG All Forms!ChccklistsiPlan Rcvicw Checklist.doc Page 7 of 8
Rcviscd: 0513 1,02
CONDITIONS OF APPR4VAL
NOTES
FNG All FornisC'hecklists:Plan Rc,~icw ('hccklist.doc Paec 8 of' ti
Rcvised: 05;31:02 .
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OKANE COUNTY ENGINEERlr
Development Services
PROJECT: Summefield East DESIGNER: Colleen Little
PROJECT NO: P1206F DATE: 03/24/03
BASIN: DA9 - Entire Basin
TIME OF CONCENTRATION (min) Surface Areas "C" A*C
Tc (overland) Tc (gutter) Description (acres)
Ct = 0.15 L2 = 205.00 asphalt, curb, dway 0.4500 0.90 0.405
Z1 = 0.17 roof 8 sidewalk 0.4000 0.90 0.36
L1(A) = 120.00 Z2 = 50.00 open land 1.3200 0.30 0.396
N(A) = 0.40 B= 0.00 earthen ditches 0.0000 0.00 0
S(A) = 0.01 n= 0.02 parks/playgrounds 0.0000 0.00 0
s= 0.01 forestlwoodland 0.0000 0.00 0
Tc (A) = 6.09 d(ft) = 0.27 meadowlpasture 0.0000 0.00 0
d(in) = 3.20 Tofal A Comp "C"
2.1700 0.54
L1(B) = 0.00 Tc {gu} = 2.02
N(B) = 0.40 Tc(A+B) = 6.09 Q=C*I*A= 3.01
S(B) = 0.00 Q(est.) = 3.01
Tc(tot.) = 8.11
Tc (B) = 0.0 Intensity = 2.59 A= 1.77892
WP = 13.5878
R = 0.1309
V = 1.69
Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 2.02
Tc (overland) = Ct'`(L1 *N/S^0.5)"0.6) Q(est) = 3.01
Ct = 0.15
L1 = Length of Overland Flow Holding = 7.30
N= friction factor of overland flow (.4 for average grass cover)
S= average slope of overland flow
Tc (gutter) = Length (ft.)Nefocity (ft./sec.)/60
B= Bottom width of gutter or ditch
Z1 = inverse of cross slope one of ditch
Z2 = inverse of cross slope two of ditch
d= depth of flow in gutter (estimate, check estimate with Flow)
Area = d'B+d^2/2*(Z1 +Z2)
Wetted perimeter = B*d+(1/sin(atn(1/Z1))+1/sin(atn(1/Z2)))
Hydraulic Radius = R= Area/Wetted Perimeter
Velocity = 1.486/n*R^.667`s^.5
Flow = Velocity*Area
n = 0.016 for asphalt
s= longitudinal slope of gutter
.
OKANE COUNTY ENGINEERII`
Development Services
PROJECT: Summerfield East DESIGNER: Colieen Little
PROJECT NO: P1206F DATE: 03/24/03
BASIN: DA9 - Road Only
TIME OF CONCENTRATION (min) Surface Areas "C" A*C
Tc (overland) Tc (gutter) Description (acres)
Ct = 0.15 L2 = 205.00 asphalt, curb, dway 0.4500 0.90 0.405
Z1 = 0.17 roof & sidewalk 0.0000 0.90 0
L1(A) = 0.00 Z2 = 50.00 open land 0.0000 0.30 0
N(A) = 0.40 B= 0.00 earthen ditches 0.0000 0.00 0
S(A) = 0.01 n= 0.42 parks/playgrounds 0.0000 0.00 0
s= 0.01 forestlwoodland 0.0000 0.00 0
Tc (A) _ 0.00 d(ft) = 0.19 meadow/pasture 0.0000 0.00 0
d(in) = 2.33 Tofa! A Comp "C"
0.4500 0.90
L1(B) = 0.00 Tc (gu) = 2.49
N(B) = 0.00 Tc(A+B) = 0.00 Q=C'I'"A= 1.29
S(B) = 0.00 Q(est.) = 1.29
Tc(tot.) = 5.00
Tc (B) = 0.0 Intensity = 3.18 A= 0.944099
WP = 9.8987
R = 0.0954
V = 1.37
Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 2.49
Tc (overland) = Ct''(L1 *N/S^0.5)^0.6) Q(est) = 1.29
Ct = 0.15
L1 = Length of Overland Flow Holding = 7.30
N= friction factor of overland flow (.4 for average grass cover)
S= average slope of overland flow
Tc (gutter) = Length (ft.)Nelocity (ft.lsec.)!60
B= Bottom width of gutter or ditch
Z1 = inverse of cross slope one of ditch
Z2 = inverse of cross slope two of ditch
d= depth of flow in gutter (estimate, check estimate with Flow)
Area = d`B+d^2/2*(Z1+Z2)
Wetted perimeter = B`d+(1/sin(atn(1/Z1))+1/sin(atn(1/Z2))}
Hydraulic Radius = R= Area/Wetted Perimeter
Velocity = 1.486/n*R".667''s^.5
Flow = Velocity*Area
n = 0.016 for asphalt
s= longitudinal slope of gutter
1
gft
PRE-SUBMITTAL CHECKLIST
1 D- 0(cF
PROJECT PROJECT NAME: REVIEW DATE:
COUNTY REVIEWER: C.Lk.U P~n bffte PROJECT ENGINEER aXfk&VqW STDS: i-coI
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Review the Pre-Design Meeting Notes and check for urrique design criteria; copy notes if applicable.
ROAD AND DRAINAGE PLAN - BASIC ELEMFNTS
vti a0-41a❑ 1. All of the plan sheets must be stamped/signed by a licensed PE and include the developer's signatulre.
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v1e.3N. oON/A❑ 2. The fust sheet of the plans has the project title, vicinity map, STR, standard notes, index, a certitication statement.~
vo❑rr/a❑ 3. North arrow, scale, benchmark, and station equations are shown. ~
toONlA❑ 4. Existing and proposed utilities are shown. ~0
1oOn,ra❑ 5. Curb return elevarions (BCR, MCR, ECR) are shown.
vo~N/a❑ 6. Curb grades are _ 0.5
ti❑N'~ 7. Cul-de-sac cu rb is shown in profile. I
v' No❑N/n❑ 8. A typical cross section is identifed for each individual road, public or private.
v.No❑r,I,„ 9. All ditches are shown in pcofile (or spot elev.s are provided at 50 ft intervals) and cross-section, &}iave a min 0.5%, grade.
v oOnr/A❑ 10. Pipes and culverts are shown in profle (types, starions, offsets, lengths and inverts).
v~s a0.~/,~❑ 11. Locations of curb inlets, grates, drywells (hard structures) are,r~ferenced b( stations and offsets.
47
, o0rr/~ 12. Swale floor is dimensioned, with floor elevatioideslope n~pth i icafed in the plan view and cross section.
v« o❑x/,~❑ 13. Dryland grass seed mix is proposed where applica , ydrosecd, sod or turf is specified.
ti~~ NoO,v/,9 14. Maintenance access is provided to all ponds, swales and structures.
ti'~ No❑rr/,~❑ 15. Random check indicates that pipe profile information correlates with general notes and plan view infornlation.
ti•n Na❑N,a❑ 16. Erosion and Sedimentation Control plans are provided as part of the submittal packagc.
t\iQ GE REPORT - BASIC REQUIREMENTS
Y~tB❑r,oON/n 1. Separ e pre-developed nd post-developed basin maps, with contours, are provided.
ve.Orro❑M1/A 2. Existing na rainage courses, floodplains and wetlands are shown on the basin maps (and plans, where necessary).
ve.❑~ro❑N!A 3. Existing sheet flow patterns are maintained; no drainage is concentrated into a point discharge.
Yes noON/❑ 4. Hydrologic calcs utilize the appropriate method: Rational Method for _ 10 acres and SCS Method for z 10 acres.
~~es~rvoON/a 5. Post-dev. basins with CN values that differ by 20 pt have separate hydrographs for permeable & impervious areas.
ve, Ho❑nr/a 6. Hydrologic calcs: onsite 10.yr, offsite SO yr event (swales); 50-yr dev volume for deten. ponds, or meet conditions.
Y'es oOhrA❑ 7. 208 calculations include driveways and cidew9lkc.„jf directly. adiarr•nt tn rnarlc
,reZOnoOn/A 8. Evaporative pond design utilizes a water balance cycle, 100-year storm in pond (Condition A).
,rCSOna❑„a 9. Freeboard in detention, retention and evaporative ponds is a minimum of 1 ft.
veS❑No❑N/A (M 10. Fencing is provided for all evaporative ponds, any other pond whose ponded depth > 1 ft or takes > 72 hrs to drain, and for
detention ponds whose sideslopes are steeper than 5:1.
Y«❑vo❑N/A 11. Berm design is provided for detention ponds in fill areas, particularly if adjacent to developed properry.
~-~~0❑NfA 12. Calculations for clear passing width are 12 ft for local access, 16 ft for collector arterials and 24 ft for minor arterials.
,r~❑vo lA❑ 13. Runoffrates for each separate basin are compared; looking at entire basin versus road area only.
vnONo N/A 14. Ditch calculations are provided and are designed for the 50-year storm plus 30% freeboard.
v~13N,,ONiA 15. Pipe network analysis indicates minimum pipe velocities of4 f't,'s and a frccboard of 0.75 ft in catchbasins and manholes.
Yp ~❑~~n❑ 16. Curb and grate inlet capacities are calculated and included.
Y No0n/A❑ 17. Sight distance analyses are included.
Updated: 02-06-03 Yaee 1 of l
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BEFORE SPOKANE COUNTY DIVISION OF PLANNING
IN THE MATTER OF AN EXTENSION )
OF TIME REQUEST FOR PE-1206-78, ) FINDINGS OF FACT,
SUMMERFIELD EAST, AN ) CONCLUSIONS AND
APPROVED PRELIMINARY PLAT ) DECISION
THIS MATTER, a request for an extension of time from Five Fifty, LLC, c/o Ken Tupper, has
been received and decided upon, pursuant to Spokane County Subdivision regulations (Section .
12.100.118) and RCW 58.17.140.
FINDINGS OF FACT
1. The individual signing below has been properly delegated the responsibility for rendering
this decision by the Director of the Spokane County Division of Planning.
2. The original proposal was to subdivide approximately 91 acres into 2681ots for single
family dwellings with a Zone Reclassification from Agricultural (A) to Single Family
Residential (R-1).
3. The subject preliminary plat was approved by the Hearing Examiner Cornmittee on
January 30, 1979.
4. The proposal is generally located north of Wellesley Avenue, south of Forker Road and
west of Progress Road in Section 35, Township 26 North, Range 44 EWM, Spokane
County, Washington.
5. The existing zoning of the property described in the application is Urban Residential-3.5
(UR-3.5), previously established as Agricultural (A) zoning in 1961 and re-designated to
Urban Residential-3.5 (LJR-3.5) on January 1, 1991:consistent with the Program to
Implement the Spokane County Zoning Code, and remains unchanged by adoption of the
Phase I Development Regulations on January 15, 2002. Pursuant to RCW 58.17.195 the
proposal does conform to the requirements of the existing UR-3.5 zone.
6. The Comprehensive Plan designated the area of the preliminary plat as Urban at the time .
of application acceptance. On August 24, 2001, the Board of County Commissioners
(BOCC) adopted a new Spokane County Comprehensive Plan (see Resolution #1-0799).
The new Comprehensive Plan designates the subject property as Low Density Residential.
7. The subject property is located inside of the Urban Growth Area (UGA).
8. Spokane County has established specific criteria for considering the extension of time for
the expiration of preliminary subdivisions, specifically for regulaz subdivisions, and
department policy for short subdivisions. These critena are found in Section 12.100.118
(Extensions of Time) of the Spokane County Subdivision Ordinance and have been used
as a basis for this decision.
Section 12.100.118 states that "The Director may administratively approve an extension
provided there are no significant changed conditions which would render filing of the plat
or binding site plan contrary to the public health, safety or general welfare, and further
provided one or more of the following circumstances is found apply."
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Extension ofTi ixne Findings File No. FE-1206-78 Page 2
I) That some portaon of the existir~g prelimanary plart hcrs beenfinalized sirrce the last
exterrsiort wus grante+d and the rerncrrnr'~g lots wouldform aurrified development
corrsistent with the original approval,
RESPONSE: Five (5) phases of the original prelirninary plat have been fnalizcd for a
total of 159 lnts with 1091ots remaining to be finalized. The mosx recen# phase,
consisting of 25 lats, wa~ fina1,%zed in f]ctaber, 2002.
2} Thert the preliminary subdivisiorz, short subdfviston, or bindrng site pIun remains
generally corrsistent with the original plat or binding .site p2'an that wds approved, and
the sponsor has taken substantaad steps towardsfinalrzing the,plat or binding site plart,
which shcall include orre, but is not lirnited to, thefolIowrng.
a surveyirrg the Iots within the developrrtenta
b. arranging fnrpublic services to the site,.
c. obtaining rtecessary~ f'rrurncing4,~"crr aTl or aportion of the preliminary subdivisaon,
~hort subdivisron, Qr bindin,g siteplun,{
d. th,e completion ofstudies ar ather requirements which were part ofprelimirrary
subdivisicrn, short subdivision, vr br'nding site plan approval.
RESPONSE: The prelirninaty subdivision remains cvnsisfent with the original plat that
was approved. In addition, the applicant ha.s finalized l59 originally approved lots,
with 109 lots remaining.
3) 7'ha# at the time the preliminury plut approval wa.s grar~~ed, development o. f the
prvposal was conditivrred upon the extension af,pubIr'c serviees which are not yet
uvuilable; T13as provisran shall not apply tapublic utility exten.sion uxhich the project
sporrsar would normally, fund:
RESPONSE; Not applicable.
4) That ad'ministrrutive delarys have caused the inabiltty of the applicant to~ f~'rnulize the
plat within the five (5) year time periad.
RESPONSE: Nv# applicable.
9. This is the eleventh request for a time extension. The total life of the preliminary plat hw
been appxvximately 24 years.
10. 'Ihe pragvsal has been +circulated tv aII affected agencies and departtnents for cornment.
A.dditianal andfnr revised cunditions of approval have been areevraunended by the Spvlane
Cotxnty Division of Engineering and Roads, fihese recommend+ed cvnditions of approval
are included below. -
11. The applicant►'vwner shouYd shvw substantially greater progress toward camplying with
Sectian 12.100.18 of the Spoka~~ County Subdivision Ordinance before requesting an
additional extension of time.
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Extension of Time Findings File No. PE-1206-78 Page 3
CONCLUSIONS
BASED UPON A REVIEW of (a) the criteria for approving an extension of time of the
expiration date for a preliminary plat and (b) the above Findings of Fact, the following
conclusion is made:
The proponent has demonstrated progress toward completing the preliminary plat as
evidenced in the above Findings of Fact and there are no significant changed conditions
which would render filing of the plat contrary to the public health, safety or general
welfare. Therefore, a one (1) year extension of time is warranted.
DECISION
BASED UPON THE ABQVE Findings of Fact and Conclusions, an extension of time request
for application PE-1206-78 is hereby _ ubject to those
conditions specified by the Division o lanrung in ngs o act, onclusion and Decision
dated January 11, 1996, updated as follows: New conditions are illustrated in bold text and
revised conditions are illustrated as st-ri-k or underlines.
CONDITIONS OF APPROVAL
SPOKANE COUNTY DIVISION OF PLANNING
1. The preliminary plat is given conditional approval for one (1) year, specifically to
February 1, 2004. The applicant may request an extension of time by submitting a written
request no later than thirty (30) days prior to the above expiration date.
2. The proposal shall comply with the Urban Residential-3.5 (LTR-3.5) zone, as amended.
3. The final plat shall be designed substantially in conformance with the preliminary plat of
record. No increase of density or number of lots shall occur without a change of condition
application submittal and approval.
4. A final plat name/number shall be indicated before the final plat is filed, such
name/number to be approved by the Planning Director/designee.
5. Appropriate road name(s) shall be indicated.
6. The Planning Director/designee shall review any proposed finai plat to ensure compliance
with these Findings and Conditions of approval.
7. Appropriate utility easements shall be indicated on copies of the proposed final plat. _
Written approval of utility easements by appropriate utility companies shall be received
with the submittal of the final plat.
8. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all
private or public roads. The dedication shall contain the following statement:
.
Extension of Time Findings File No. PE-1206-78 Page 4
"Side yard and rear yard setbacks shall be determined at the time building permits are
requested unless these setbacks are specifically drafted on this final plat"
9. Four (4) current certificates of title shall be furnished to the Planning Department prior to
filing the final plat.
10. Prior to filing all or a portion of a final plat, the applicant's surveyor shall submit one or
more maps outlined in red of the area being finalized. The scale shall match the
appropriate assessor's map scale.
11. A survey is required prior to the filing of a final plat.
12. The final plat shall indicate yazd setbacks arc lengths on cul-de-sac lots which meet or
exceed the minimum frontage of the underlying zone of the final plat.
13. The Spokane County Planning Department shall prepare and record with the County
Auditor a Title Notice speci in a future land acquisition area for road right-of-way and
utilities. The reserved itle Notice shall be released, in fu11 or in I
part, by the Planning Department. e notice should be recorded within the same time
frame as an appeal and shall provide the following:
a. At leas ~ feet of reserved future acq a fo nght-of-wa and utilitieg in
addition~o the existing andlor ne~~v1Y de ica ed right-o -wa
b. Future building and other setbacks required by the Spokane County Zoning Code shall
be measured from the reserved future acquisition area.
c. NG►:w "~~ddscapit~g~~q,~rking, `208' areas, drainfield or-a~',c
.oC~:t,Cd~vi'thin tl'fut~arq utS~ 'tian ~'l~For road right-of-w Y
a ~IitieanY of
the above improvements are made within this area, they shall be relocated at the
applicant's expense when roadway improvements are made.
d. The future acquisition area, until acquired, shall be private property and may be used
as allowed in the zone, except that any improvements (such as landscaping, parking,
surface drainage, drainfield, sign or others) shall be considered interim uses.
14. The plat dedication shall contain the following statement for those lots located on a stub
road or temporary cul-de-sac:
"Lot(s) Block(s) are located on a temporary cul-de-sac/stub road. This
temporary cul-de-sac /stub street may be extended to provide access to adjacent
property andJor connect to existing roads or new roads as development and/or
circulation needs dictate."
15. The cpnditions of approval apply to the preliminary subdivision of record.
16. Subsequent extensions of time will only be considered upon a finding of substantial
compliance with Section 12.100.118, of the Spokane County Subdivision Ordinance.
17. That ~ ts a~ ~ffbbot hi~h chainlra asin ie starm a lan. g pl~
,
Extension of Time Findings File No. PE-1206-78 Page 5
18. That all construction will be monitored by the Spokane County Air Pollution Control
Authority to insure compliance with air pollution requirements and control techniques.
19. That the sponsor limits the construction activities from 7:00 a.m. to 6:00 p.m.
20. That the sponsor provides and constructs 6-foot sidewalks excluding curbs @*~ition tit-
~ hose. reRu' e on ea4wa~ bi~Ce paths along the plat boundaries of Progress
j`-Road, an e es ey venue as required and approved by the Spokane County Engineer.
That the sponsor construct a,,~~t,S~ ''L ' nrnxivriately 90
t2)
, on ~ '~~1''~y this proposal and property owne y onyrl~anel~, prior to
~ inal~zin o an ase of this roect. Mr. Danelo s proPe is legall~y defined as West
~ vvlv i e
~ Farms Imgated Tracts Plat #4' Blocks 113 and 112. ~ '
4
POKANE COUNTY DIVISION OF ENGINEERING AND RUADS
rior to release of a building permit or use of property as proposed: ,
1. The conditional approval of the plat is given by the County Engineer subject to dedication
of right-of-way and approval of the road system as indicated in the preliminary plat of record.
2. A Professional Engineer, licensed in the State of Washington, shall submit final road and
drainage plans, a draina4e re ~~~~at conform to the 2OQ~~ "-~Spoke~ie
County Staridards f~ w, the 1998 of the
SPokane CountY C'lunes for Stormwater Mana8ement, and all other aPPlicable
standards. The plans and report shall receive the County Engineer's acceptance prior to
release of a construction or building permit or approval of the final plat.
3. Construction within the proposed public streets and easements shall be performed under
the direct supervision of a licensed engineer/surveyor, who shall furnish the County
Engineer with "As Built" plans and a certificate in writing that al1 improvements were
installed to the lines and grades shown on the approved construction plans and that all
• disturbed monuments have been replaced.
4. No construction work is to be performed within the existing or proposed Public right-of-
way until a pemut has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer.
5. All construction within the existing or proposed Public right-of-way is to be completed
prior to filing the final plat or a bond in the amount estimated by the County Engineer to
cover the cost of c truction of improvements. Construction certification, "As Built"
6. 7 No direct access from lots to stub road connections until such roads are constructed to County standards and established as county roads. I
XVVTLVL , uunmr=iory, an ainage contro or one-half (1/2) rights-of-way and stub
.
road connections are the responsibility of the owner, developer or applicant.
Extension of Time Findings File No. PE-1206-78 Page 6
8. The proposed subdivision shall be improved to the standards set forth in Spokane County
Board of Commissioners Resolution No. 1-0298, as arnended, which establishes _
regulations for roads, approaches, drainage and fees in new construction.
~
9. A statement shall be placed in plat dedication t ' ct access be allowed from lots to
Wellington Avenue, Forker Road and
10. Dedication of 20 feet of additional right-of-way along ired.
11. That the sponsor allocate and redesign north access road intersection 411wwe.ss E~..
Design standards for neighborhood collection arterial should be used.
13. That the sponsor provide and construct 6 foot sidewalks excluding curb along pathway
routes as designated by the County Engineer, and shown on the preliminary plat of record,
and along Wellesley Avenue.
14. That the sponsor provide stub road connections, to the west, to access center of Tract 103
and south line of Tract 113 in West Farms Irrigated Tracts.
15. That the sponsor assume responsibility for reconstruction of Progress Road should
flooding, caused through activities of the plat, cause damage to the road.
16. That the stub road , y the sponsor, in a fashion acceptable to the
Spokane County Engineers.
17. There sha11 be no further finalization of phases, all or a portion of which is within the
Zone-A Floodplain, until engineering work is completed to evaluate the impact of storm
water runoff from Forker Draw as predicted in newly released FEMA maps and reports.
Storm water management plans shall be developed prior to finalization of any fuxther
phases. 18. A bond for the anticipated engineering inspection and certification portion of the project
shall be posted with the County Engineer prior to plan acceptance.
19. Condition No. 18 in Spokane County's Finding of Fact and Conclusions for PE-1206-78,
Sumerfield East are hereby amended as follows:
Within the development all lots shall be required to have site plan showing lowest adj acent
gand lowest opening at least 2 feet above curb elevation for residence and concrete
garage slab at lease ] 8 inches above curb elevation.
b. Each lot will require a floodplain development permit prior to any developrnent (to include
grading, filling, excavating, paving, construction and- other development activities).
c. Plat shall contain language identifying the area as a flood hazard area, alerting
homeowners of the requirements for developing within the floodplain.
d. No further plat encroachment or finalization of phases may occur within the Zone A
Floodplain without a CLOMR.
Extension of Time Findings File No. PE-1206-78 Page 7
20. The County Engineer has examined this development proposal and has determined that the
impact of this proposal upon the existing County Road System warrants the dedication of
additional Right of Way and the roadway improvements herein specified.
21. "The applicant is advised that there may exist utilities either underground or overhead
effecting the applicant's property, including property to be dedicated or set aside future
acquisition. Spokane County will assume no financial obligation for adjustments or
relocation regarding these utilities." "The applicant shouid contact the applicable utilities
regarding responsibility for adjustment or relocation costs and to make arrangements for
any necessary work."
22. Erosion Control: A Temporary Erosion and Sedimentation Control (TESC) plan shall be
prepared by a WA State licensed Professional Engineer and implemented throughout the
duration of construction. The TESC plan is to be prepared using best management
practices (BMP's) currently accepted within the Civil Engineering profession. The TESC
pIan is to include, at a minimum, a grading plan, location and details of silt control
structures, and street cleaning program. Runoff from exposed areas shall be filtered prior
to discharging into a detention pond, swale, infiltration facility, or natural drainageway.
The TESC plan is to be included in the road and drainage plans. The applicant's Engineer
is to submit the TESC plan and supporting calculations to Spokane County prior to site
disturbance. The TESC major structures (such as silt ponds, silt traps) are to be installed
prior to other site work and the TESC measures aze to be irnplemented and maintained
throughout the duration of construction, including house construction.
23. Any part of the drainage system that lies outside of the public right-of-way will neither be
maintained nor operated by Spokane County forces. Prior to plan acceptance by the
County Engineer, the Sponsor shall provide a mechanism, acceptable to the Cowaty
Engineer, for the perpetual maintenance of the stormwater drainage system. This
mechanism shall also provide for the funding of routine maintenance and the replacement
of the various components of the drainage system at the end of the service life of the
respective components, and any other improvements that may be legally required in the
future. An Operations and Maintenance Manual for the stormwater management system
shall be prepared by the Sponsor's Engineer, and included in the project documents
submitted to the County Engineer for acceptance, along with a discussion of the design life
of the various components, a calculated annual cost for repair and maintenance, and a
calculated replacement cost. Homeowners Associations are accepted by the Spokane
County Engineer for carrying out the required maintena.nce functions and responsibilities.
24. Appropriate provision shall be made that the following described property be held in trust
until the continuation of the streets be dedicated or deeded: A one (1)-foot strip at the
ends or edges of all streets that ternunate or border the plat boundary. (Temporary cul-de-
sacs are required when streets terminate at the plat boundaries of the final plat.)
25. Individual driveway access permits axe required prior to issuance of a building permit for
driveway approaches to the county road system.
26. All public roads within the plat sha11 be designed and constructed to Spokane County
standazds.
.
Extension of Time Findings File No. PE-1206-78 Page 8
27. The County Engineer has determined that this project permit is exempt under the
Phase I Development Regulations - Section IV (B) (2b). Future time extensions will
require review by the Spokane County Division of Engineering for concurrency with
the Spokane County Comprehensive Plan.
SPUKANE COUNTY DIVISION OF UTILITES
1. Pursuant to the Board of County Commissioners Resolution No. 80-0418, the use of on-
site sewer disposal systems is hereby authorized. This authorization is conditioned on
compliance with all rules and regulations of the Spokane County Health District and is
further conditioned and subject to specific application approval and issuance of permits by
the Health District.
2. Any water service for this project shall be provided in accordance with the Coordinated _
Water System PIan for Spokane County, as amended.
,
3. Each new dweliing unit shall be double-plumbed for connection to future area wide
collection systems.
SPOKANE REGIONAL HEALTH DISTRICT
1. The final plat shall be designed as indicated on the preliminary plat of record and/or any
attached sheets as noted.
2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record
for distribution by the Planning Department to the utility companies, Spokane County
Engineer and the Spokane Regional Health District. Written approval of the easements by
the utility companies must be received prior to the submittal of the final plat.
3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane
County. '
4. Water service shall be coordinated through the Director of Utilities, Spokane County.
5. Water service shall be by an existing public water supply when approved by the Regional
Engineer (Spokane), State Department of Health. 6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the
Spokane County Health District that an adequate and potable water supply is available to
each lot of the plat.
7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the
recorded service area of the water system proposed to serve the plat.
;
8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire
protection use shall be approved by the water purveyor. Said water plan must have been
approved by the fire protection district and the appropriate health authorities. The health
authorities, water supplier (puryeyor) and the f~re protection district will certify, prior to
filing of the final plat, on the face of said water plan that the plan is in conformance with
Extension of Time Findings File No. PE-1206-78 Page 9
their requirements and will adeyuately satisfy their respective needs. Said water plan and
certif cation will be drafted on a transparency suitable for reproduction.
9. The purveyor will also certify prior to filing the final plat on a copy of said water plan hat
appropriate contractual arrangements have been made with the plat sponsor for
construction of the water system, in accordance with the approved plan and time schedule.
The time schedule will provide, in any case, for completion of the water system and
inspection by the appropriate health authorities prior to application for building permits
within the plat.
10. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the
Spokane Regional Health District that suitable sites for on-site sewage disposal systems
are available on all lots within the approved preliminary plat not already finalized.
11. Subject to specific application approval and issuance of permits by the Health Officer, the
use of on-site sewage systems may be authorized.
12. The dedicatory language on the plat shall state:
"Subject to specific application approval and issuance of permits by the health officer, the
use of on-site sewage systems may be authorized."
13. The dedicatory language on the plat shall state:
"Use of private wells and water systems is prohibited."
14. The plat dedication will contain a statement to the effect that:
"The public water system, as approved by county and state health authorities, the local fire
district and purveyor, will be installed within this plat, and the subdivider will provide for
individual domestic water service as well as ftre protection to each lot prior to sale of each
lot." -
DATED THIS 17.. DAY OF JANUARY, 2003
Tanuny n
Associate Planner
Under state law and county ordinance, you have the right to appeal this decision to the Spokane
County Hearing Examiner. Upon receipt of an appeal, a public hearing will be scheduled. To
file such an appeal, you must submit a letter along with a processing fee, payable to the Spokane
County Division of Planning, within ten (14) calendar days from the date this decision is signed.
If you have any questions, please call the Spokane County Division of Planning at 477-7200.
.
Extension of Time Findings File No. PE-1206-78 Page 10
c: Spokane County Division of Engineering and Roads; Scott Engelhard
Spokane County Division of Utilities; Jim Red
Spokane Regional Health District; Steve Holderby
Spokane County Division of Building and Code Enforcement
Ken Tupper, Five Fifty, LLC, 322 N. University Rd., Spokane, WA 99206
I
' UF
oTiokoane
11
~ ey 11707 E Sprague Ave Suite 106 ♦ SPokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevalley.org
November 19, 2008
Attn: Kathy Gurley
Wells Fargo Bank
601 W. Main St., Suite 1400
Spokane, WA 99201
Re: Release of Roadway Improvement BondCONk~~0.4141
Summerfield East, 6t' Add., PE-1206-F
Dear Ms Gurley:
Construction of the above referenced proj ect has been accepted by the City of Spokane
Valley. Therefore, the Roadway Improvement Bond 46275043, in the amount of
$51,740.00, may be released in full.
If you have any questions, please contact me at 688-0025.
Sincerely
odne . Pegram ~Development Engineering Inspector
City of Spokane Valley
Cc: Eller Corporation, PO Box 117, Newman Lake, WA 99025
Ken Tupper, 122 N. Raymond Ct., Ste 3, Spokane Valley, WA 99204
Jeff Logan, USKH, 621 W. Mallon Ave., Suite 309, Spokane, WA 99201
Development Engineering Project File
CITY UF
po ne
Valley 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhallCspokanevalley.org
• November 4, 2008
Attn: Safeco Insurance Company of America
PO Box 2151
Spokane, WA 99210
Re: Release of Roadway Improvement Bond #6275043
Summerfield East, 6th Add., PE-1206-F
To Whom It May Concern:
Construction of the above referenced project has been accepted by the City of Spokane
Valley. Therefore, the Roadway Improvement Bond #6275043, in the amount of
$51,740.00, may be released in full.
If you have any questions, please contact me at 688-0025.
Sincerel
odne D. Pegram
Development Engineering Inspector
City of Spokane Valley
Cc: Eller Corporation, PO Box 117, Newman Lake, WA 99025
Keri Tupper, 122 N. Raymond Ct., Ste 3, Spokane Valley, WA 99204
Jeff Logan, USKH, 621 W. Mallon Ave., Suite 309, Spokane, WA 99201
~ _ ~ ~ • o' .rn
a
° SUBDTVISION ROADWAY I~v~, r,'IVEMENT WARRANTY BOND - CITY %4 ,1='OKANE VALLEY
Bond No. 6275043
Spokane Valley Engi.neer File #
KNOW ALL BY THESE PRESENTS, that Eller Corporation (contractor), as "PRINCIPAL" and Safeco Insurance Company of America (bonding company), a corporadon organized and exisring under the laws of the State of Washington, and authorized to
transact a surety business in the State of Washington, as °SURETY," are held and firmly bound unto The City of Spokane Valley, a political
subdivision of the State of Washington, as "OBLIGEE," in the penal sum of Fifty one thousand Seven hundred forty dollars
($51,740.00) lawful money of the United States of America, for the payment of which the Pri.ncipal and Surety bind themselves, their
heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, said P1tINCIPAL, is a contractor to the developer of a tract of land in the City of Spokane Valley divided and platted
into lots and known as Summerfield East 6`hAddition and being located in Section 35, Township 26 North, Range 44 E.W.M., in
Spokane County, Washington, and the City of Spokane Valley has required that a WaRRANTY BOND be fiunished in an amount sufficient
to guazantee against all defects in workmanship and materials in public roads and drainage facilities which may become apparent
during a period of two (2) years after the CrTY'S establishment of the said improvements constructed under this project as public
facilities. . NOW, THEREFORE, said WA1txANTY BoND -is hereby provided as surery for the full and faithful performance by the
PRINCIPAL of a guarantee against all defects in workmanship and materials which may become apparent during a period of two (2)
years after the CITY's establishment of the improvements constructed under this project as public facilities.
If defects such as unsatisfactory workmanship or defective materials are revealed during the warranty period, the City of Spokane
Va11ey shall issue a written notice for correction of said defects to the PRIIVCIPAL. If the PRINCE?AL fails to correct the defects noted
within the time period indicated in said notice, the City of Spokane Valley shall provide written notice to the SUxETY, and sha11 require
the SURE'rY to perform, or cause to perform, any and all work necessary to remedy said defects in accordance with the approved and
accepted plans and specifications for this development. The SUftETY, as an alternative and with the express written agreement of the
City of Spokane Valley, may reimburse the City of Spokane Valley for all expenses incurred for the remedy of the said defects. ,
If defects are not revealed during the said wananty period, the City of Spokane Valley will release the wananty bond.
The obligation of this Bond shall be kept in full force and effect until the requirements herein stated bave been satisfied, in
which event written release will be given by the Obligee, the Obligee having sole right to grant such release. Surety bereby waives all
rights to release from the obligation except as herein stated.
SIGNED AND SEALED this 2nd day of March 2005.
SURETY: PRINCIPAL
Safeco Insurance Company of America Eller Corporation
Address: P• O• Box 2151 Address: P.O. Box 117
City,State: Spokane, Wa Citv, State: Newman Lake, WA
Zip Code: 99210 Zip Code: 99025
. Phone 5 0~)30-3 9 0 0 Phone # 509-226-0333
,
By: ~ By:
Lois Stewart, Attorney-in-r'act a ~
f
Name/ 'Btle: Name, Title: Kathryn Wilson, Ass't Corp. Secretary
~ .
Saf eco Insurance `F ,)any of America lr . (Name of S e±y ~
gy; Lois*Stewart
Its: Attorney-in-Fact
State of Washington
)ss
County of Spokane )
I certify that I know or have satisfactory evidence that Lois Stewart is the person who appeared before me,
and said person acknowledged that (he/she) signed this instrument, on oath stated that (he/she) was autliorized to
execute the instrument and acknowledged it as the Attorney-in-Fact of
Safeco Insurance Company of Americato be the free and voluntary act of such party for the uses and purposes
mentioned in the instrument.
Dated March 2, 2005
L
, N........,
. . . A~Q 0 ~
~e,S10M E'., .
~v ~'i9 Nota Pu~blic in and
U*OTARY 40 for the State of Washington.
My Appointment Expires : 9/ 3 0/ 0 7
pU611r,
• J+', oA •
.
,
30
x ..ti•~d~
0F
~
Eller Corporation
By: Kathryn A Wilson
Its: Ass't Corp. Secretary
State of Washington )
)ss
County of Spokane )
I certify that I know or have satisfactory evidence that Kathryn Wilson is the person who appeared before me, and
said person aclrnowledged that she signed this instrument, on oatb stated that she was authorized to execute the
instrument and acknowledged it as the Assistant Corporate Secretary of Eller Corporation to be the free and
voluntary act of such party for the uses and purposes mentioned in the instrument.
Dated
Notary Public in and
for the State of Washington.
My Appointment Expires: -
WVlrtlwaysub2l96
CO INSURANCE COMPANY OF AMERICA
~ s A F E c o~ POWER
~ - ' OF ATTORNEY ~ ,7ERAL INSURANCE COMPANY OF AMERICA
nivE OFFICE: SAFECO PLAZA
SEATTLE, WASHINGTON 98185
No. 946
KNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each
hereby appoint
****#''*•WM. DiNNEEN; CHRIS LARSON; GEORGE C. SCHROEDER; LOIS STEWART; JOANNE TONANl; W. W. WELLER; ERIN L. REPP; H. KEITH MCNALLY;
Spokane, WaShiAgton***s#»*+***.*s«rtM*r~»#s~*~s*+~s+~sMa**s►rs*s*~#~##s*+4*~s+ss+*fsr~+~s»rt*~*#rt+s+a+*+:+*+►rsa~~#r~sssss+st~*~ss~~*ss***»a*►r~
its tnue and lawful attomey(s)-in-fact, with full authority to execute on its behaif fidelity and surety bonds or undertakings and other documents of a sirnilar
character issued in the course of its business, and to bind the respective company thereby.
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and
attested these presents
• this 20th day of September , 2004 .
/ ' ~ •
-k- C3~-✓` cJQ-~ ,
CHRISTINE MEAD, SECRETARY MIKE MCGAVICK, PRESIDENT
CERTIFICATE
Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA:
"Article V. Section 13. - FIDELITY AND SURETY BONDS the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that
purpose by the officer in charge of surety operations, shall each have authoriry to appoint individuals as attomeys-in-fact or under other appropriate titles with
authority fo execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its
business... On any instrurnent making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority
or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided,
however, that the seal shall not be necessary to the validity of any such instrument or undertaking.° .
Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970.
"On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
(i) The provisions of Article V, Section 13 of the By-Laws, and
(ii) A copy of the power-of-attomey appointment, executed pursuant thereto, and
(iii) Certifying that said power-of-attomey appointment is in full force and effect,
the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof."
I, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify
fiat the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporadons, and of a Power of Attomey issued pursuant thereto,
3re true and correct, and that both the By-Laws, the Resolution and the Power of Attamey are still in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation
this 2nd day of March , 2005 .
~t~ C0~°9,yy ~~CE COd~p~
~ SEAL
~ a ~ SEAL ~ r%
a~ 1953 , f ~2? ~
rF~ IVASM~ ~fcOf wdS-CHRISTINE MEAD, SECRETARY
;-0974/SAEF 2/01 Q A registered trademark of SAFECO Corporation
09/20/2004 POF
• • . - ~ , ,
, , .
IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING
THE TERRORISM RISK INSURANCE ACT OF 2002
As a surety bond customer of one of the SAFECO insurance companies (SAFECO Insurance Company of
Arnerica, General Insurance Company of America, First National Insurance Company, American States Insur-
ance Company or American Economy Insurance Company), it is our duty to notify you that the Terrorism Risk
Insurance Act of 2002 extends to usurety insurance". This means that under certain circumstances we may be
eligible for reimbursement of certain surety bond losses by the United States government under a formula '
established by this Act. Under this formula, the United States government pays 90% of losses caused by certified acts of terrorisrn that
exceed a statutorily established deductible to be paid by the insurance company providing the bond. The Act
also-establishes a$100 billion cap for the total of all losses to be paid by all insurers for certified acts of
terrorism. Losses on some or all of your bonds may be subject to this cap.
This notice does not modify any of the existing terms and conditions of this bond, the underfying agreement
guaranteed by this bond, any statutes governing the terms of this bond or any generally applicable rules of law.
At this time there is no premium change resulting from this Act.
S-6248 2/03
t y
v`
SUBDIVISION SEWER IMPROVEMENT BOND
Bond No. 6275044
KNOW ALL MEN BY THESE PRESENTS, that ELLER CORPORATION
(CONTRACTOR), as "Principal", and SAFECO INSURANCE COMPANY OF
AMERICA (bonding company), a corporation organized and existing under the laws of
the State of WASHINGTON, as "Surety", are held and firmly bound unto Spokane
County, a political subdivision of the State of Washington, as "Obligee", in the penal sum
of Thirty Four thousand dollars ($34,000.00)), lawful money of the United States of
America, for the payment of which the Principal and Surety bind themselves, their heirs,
executors, administrators, successors and assigns, jointly and severally firmly by these
presents.
WHEREAS, said Principal is a contractor to the owner of a tract of land in Spokane
County divided and platted into lots and known as Sumrrterfield East 6~h Addition and
being located in Section 35, Township 26 North, Range 45 E.W.M., in Spokane County,
Washington, and said County has required that a bond be furnished in an amount
sufficient to pay the construction costs for the installation of a sanitary sewer system all
in accordance with those sewer plans and specifications dated March 25, 2003, and to the
satisfaction of the Spokane County Utilities Director; such improvement to be completed
not later than March 15, 2005, unless such date be extended at the option of the Spokane
County Utilities Director.
Upon failure of the Principal to comply with the requirements stated herein within the
time authorized, and upon delivery of the written notice thereof by Obligee to Surety, the
Surety shall be obliged to the Obligee up to the penal sum of this Bond.
The obligation of this Bond shall be kept in full force and effect until, in the opinion of
the Obligee, the requirements herein stated have been satisfied, in which event written
release will be given by the Obligee, the Obligee having sole right to grant such release.
SIGNED, SEALED AND DATED this 2nd Day of March, 2005.
ELLER CORPORATION SAFECO INSURANCE CO 7 ANY OF AMERICA
Principal Surety
By. By:
Kathrvn A Wilson, Ass't Coro Sec Lois stewart, Attorney-in-Fact
(Typed Name/Title) (Typed Name/Title)
4
S A F E C OL-'J POWER Q61ENERALNNSURANCE COMPANYOOF AMERICA
~ OF ATTORNEY HOME OFFICE: SAFECO PLAZA
SEATTLE, WASHINGTON 98185
. No. 946
KNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each
hereby appoint
****'**'WM. DINNEEN; CHRIS LARSON; GEORGE C. SCHROEDER; LOIS STEWART; )OANNE TONANI; W. W. WELLER; ERIN L. REPP; H. KEITH MCNALLY;
Spokane, Washington''***ss+*#***##****r*st*sw***s*ss***ss*s*+~►*~.s...»~~.sst*s***r«~**•..~r.«*s+s..rs:**.+*.»ss•ss***s**s#*~►~sfrs*~*r#**r**+its true and lawful attomey(srin-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar
character issued in the course of its business, and to bind the respective company thereby.
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and
attested these presents
• this 20th day of September , 2004 .
.
a(
a
CHRISTINE MEAD, SECRETARY MIKE MCGAVICK, PRESIDENT
CERTIFICATE
Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA:
"Article V, Section 13. - FIDELITY AND SURETY BONDS the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that
purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attomeys-in-fact or under other appropriate titles with
authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its
business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority
or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided,
however, that the seal shall not be necessary to the validity of any such instrument or undertaking." .
Extract from a ResoluGon of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970.
'On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
(i) The provisions of Article V, Section 13 of the By-Laws, and
(ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and
(iii) Certifying that said power-of-attorney appointment is in full force and effect,
.he signature of the certifying officer may be by facsirnile, and the seal of the Company may be a facsimile tfiereof."
, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify
hat the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attomey issued pursuant thereto,
3re true and correct, and that botfi the By-Laws, the Resolution and the Power of Attomey are still in full force and effect. N WtTNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said c;orporation
this 2nd day of March , 2005 .
E COb~p~ .
~r~. Q• SJ~'~ o .
CRU t~
~ SEAL
~ a `SEAL~
y ~
d4r l953 0+
F~` WAS~~ l~aWdSa~ CHRISTINE MEAD, SECRETARY ;-0974/SAEF 2I01 A registered trademark of SAFECO Corporation
09/20/2004 PDF
c
IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING .
THE TERRORISM RISK INSURANCE ACT OF 2002
As a surety bond customer of one of the SAFECO insurance companies (SAFECO Insurance Company of
Arnerica, General Insurance Company of America, First National Insurance Company, American States Insur-
ance Company or American Economy Insurance Company), it is our duty to notify you that the Terrorism Risk
Insurance Act of 2002 extends to usurety insurance". This means that under certain circumstances we may be
eligible for reimbursement of certain surety bond losses by the United States government under a formula established by this Act.
Under this formula, the United States government pays 90% of losses caused by certified acts of terrorism that
exceed a statutorily estabfished deductible to be paid by the insurance company providing the bond. The Act
also-establishes a $100 billion cap for the total of all losses to be paid by all insurers for certified acts of
terrorism. Losses on some or all of your bonds may be subject to this cap. -
This notice does not modify any of the existing terms and conditions of this bond, the underlying agreement
guaranteed by this bond, any statutes governing the terms of this bond or any generally applicable rules of law.
At this time there is no premium change resulting from this Act.
Sb248 2/U3
- . _ • 1-~
, . . _ c ~ ~ d~✓~
;
~ ---b - 4867461
- - ~ Pae: 1 of4
- Q3~21j2003 04;49P
COUNTY ENGINEER EAS $0,00 Spokane Co, WA
After Recording Return To: Spokaoe County Engineer
Attn.: Development Services Department
Document Title: Temporary Of. j`-Site Turnaround and Drainage Easement
Grantor(s): Five Fifty, LLC
Grantee(s): Government, County of Spokane .
Abbreviated Legal Description: A portion of Section 35, Township26N, Range44E ''1~JW
Legal Description: See Attached Exhibits "A " and "B
Assessor's Tax Parcel Number: A portion of Parcel No. 46354.9050
SPOK:ANE COUNTY DNISION OF ENGINEERING
Spokane County, Washington
TEMPORARY OFF-SITE TURNAROUND AND DR.AINAGE EASEMENT
IN THE MATTER OF Summerfield East - 6'h Addition (Spokane County Project No. P1206F,
hereinafter referred to as the "proj ect")
KNOW ALL MEN BY THESE PRESENTS, that the Grantor(s), Five Fifty, LLC, A Washington
Limited Liability Company, of the County of Spokane, State of Washington, for and in
consideration of Mutual Benefits, the receipts of which is hereby acknowledged, grants to
Spokane County, a political subdivision of the State of Washington, A Temporary Off-Site
Turnaround and Drainage Easement (hereinafter referred to as this "Easement") over, under,
upon, and across the following legally described real property situated in the County of Spokane,
State of Washington, and further described in the attached Exhibits "A" and "B".
This Easement granted to Spokane County and its authorized agents is for the purposes of
providing an area for emergency or other vehicles to safely navigate on or turn around, and for
the purpose of allowing stormwater drainage and/or runoff over, across and around the above-
described lands. The Grantor(s) and/or their successors in interest hereby agree not to obstruct,
artificially collect or discharge additional flow across or adj acent to the above described lands.
The Easement grants to Spokane County and its authorized agents the right of ingress and egress
to, over, and from said Easement for the purpose of inspection and maintenance of the temporary
turn-around and/or drainage facilities.
The Grantor(s) and/or their successors in interest hereby accept complete and total responsibility
for the construction of the facilities located within this Easement per the accepted road and
drainage plans on file in the office of the Spokane County Engineer.
This Easement shall remain in full effect until such time as the subject property is platted or
developed and a replacement easement and/or drainage facilities have been approved by the
County Engineer, whereupon this temporary easement is terminated. At that time, the property
k
0 :,t1.t ii Fxempt
] 20)3
dat U-1
• t~ ~1 _ t ~ - --4867461
,
2 4
. th
03~21 d2003 o 04 49P
~
COUN1Y ENGINEER EAS $0.04 Sookane Co, WA
subject to the Easement described herein shall revert to the Grantor(s) and/or their successors in
interest, free and clear of any claim by Spokane County and its assigns to the continued right to
use property subj ect to the Easement.
The Grantor(s) andlor their successors in interest hereby release Spokane County, and all of its
officers, employees and agents from any responsibility or liability for any damage whatsoever
including inverse condemnation by or to any and all persons or property arising out of or in any
way incident to or attributable to the storm drainage within the Easement.
No modification of the boundaries of said Easement can be made without prior approval of
Spokane County.
IN WITNESS WHEREOF, have hereunto set rn ~ hand(s) and seal(s) this day of
, 20 O?S.
By: ~ By:
~
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ss
I certify that I know or have satisfactory evidence that Kenneth J. Tupper, a managing partner of
Five Fifty, LLC, A Washington Limited Liability Company is the individual who appeared
before me, and said individual acknowledged that he signed this instrument, and acknowledged it
as his free and voluntary act, for the uses and purposes mentioned in the instrument.
Dated this day of ~YY1 QAj\ , 20C3.
OF'•-€CxHI. SEAL . ~
AI, ~ .
JAI`I1S E. POTESKY
IYOTr1RY PUBLIC NOTARY PUBLIC ~
STATE OY WASHII`IGTOI`i
MY COMlMISSIOI`I EXPIftFS In and for the State of Washington,
SEPI'r;M iBER 11, 2005
~ residing at Spokane.
My appointment expires Q- ~ ~-C) C~~)
.
4867461
,
' 03~27I2003 o04,49P
COUNTY EMiNEER EAS $0.00 Sookane Co. WA
EXHIBIT "A"
EASEMENT DESCRIPTION FOR SUMMERFIELD EAST SIXTH ADDITION TEMPORARY CUL DE SAC
EASEMENT
A PORTION OF THE SOUTHEAST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 35,
TOWNSHIP 26 NORTH, RANGE 44 EAST, WILLAMETTE MERIDIAN, SPOKANE COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 10, BLOCK 1 SUMMERFIELD EAST
ACCORDING TO BOOK 17 OF PLATS, PAGE 9, SAID POINT BEING A 518" STEEL PIN FROM
WHICH A 5/8" STEEL PIN AT THE NORTHEAST CORNER OF PLAT N0. 4 OF WEST FARMS
IRRIGATED TRACTS ACCORDING TO BOOK `0' OF PLATS, PAGE 51, BEARS NORTH 0006'02"
WEST, A DISTANCE OF 2610.05 FEET;
THENCE NORTH 0006'02" WEST ON THE WESTERLY LINE OF SAID PLAT OF SUMMERFIELD
EAST, A DISTANCE OF 1121.63 FEET TO THE NORTHWEST CORNER OF LOT 1, BLOCK 3 OF
SAID PLAT;
THENCE CONTINUING NORTH 0006'02" WEST, A DISTANCE OF 804.40 FEET;
THENCE NORTH 90°00'00" EAST, A DISTANCE OF 105.78 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 0000'00" EAST, A DISTANCE OF 106.57 FEET; .SIIE
~
THENCE NORTH 90000'00" EAST, A DISTANCE OF 100.00 FFET;
THENCE SOUTH 0000'00" EAST, A DISTANCE OF 114.16 FEET;
THENCE NORTH 84°12'32" WEST, A DISTANCE OF 37.22 FEE ,
THENCE CONTINUING NORTH 84°12'32" WEST, A DISTANCE
OF 38.00 FEET; 22961
THENCE NORTH 90°00'00" WEST, A DISTANCE OF 25.17 FEET
TO THE POINT OF BEGINNING.
DPIRES: 7/29, O
' • .
4867461
. 0312712043 o44 49P
COIINTY FNGINFFR EAS S0.00 Sookane Co. WA
EXHIBIT "B"
~0 oN
~o o0
0 0 .a: P~D
Z N90'00'00"E
100.00'
N90'00'00"E TEMPORARY
105.78' I GUL OE SAG ' EASEMENT
2 N84'12'32'W
N90'00'00"W 37.22'
25.17' 1 ~ N84' I2'32;'W ~
38.00 ~ o Pj 1°1
, 2 $ 9
4 5 6
~ / ~ . .
2
oc 2 ~ Pv 3 0
GROWN 8 - - - - oc _
. Sa
1 3 4 5 6 ~ 20 ~
zm-
~ ~2
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0c
~ ~ -
C~UEEN i~ AVE.,
EViRES: , , I I I I I Pj _
WYATT ENGINEERING, INC -EM P 0 RA RY
1220 N. HOWARD ST.
SPOKANE, WA 99201 CUL DE SAC EASE \4EN-
FAX ( 8 5139 0423
SCA-E: 1~~= 200~
(509) 32
, .
~
,
q 4867462
,
43~2T 12043 o 04;54P
C4UNTY ENGINEER EAS $0,00 Spokane Go, WA
After Recording Return To: Spokane County Engioeer
Atto.: Development Services Department
Document Title: Temporary Natural Drainage and Flood Runoff Easement
Grantor(s): Five Fifty, LLC
Grantee(s): Government, County of Spokane
Abbreviated Legal Description: A portion of Section 35, Township26N, Range44E S~ I/ ~
Legal Description: See Attached Exhibits.
Assessor's Tax Parcel Number: A portion of Parcel No. 46354.9050
SPOK:ANE COUNTY DIVISION OF ENGINEERING
Spokane County, Washington
TEMPORARY NATURAL DR.AINAGE
AND FLOOD RUNOFF EASEMENT
IN THE MATTER OF Summerfield East - 6`h Addition (Spokane County Project No. P1206F,
hereinafter referred to as the "project")
KNOW ALL MEN BY THESE PRESENTS, that the Grantor(s), Five Fifty, LLC, A Washington
Limited Liability Company, of the County of Spokane, State of Washington, for and in
consideration of Mutual Benefits, the receipts of which is hereby acknowledged, grants to
Spokane County, a political subdivision of the State of Washington, A Temporary Natural
Dra.inage and Flood Runoff Easement (hereinafter referred to as this "Easement") over, under,
upon, and across the following legally described real property situated in the County of Spokane,
State of Washington, and further described in the attached Exhibits.
This Easement granted to Spokane County and its authorized agents is for the purposes of
intercepting and conveying the natural drainage and potential flood runoff from the uphill
properties and flood zone, and potentially the temporary storage and subsurface disposal of said
natural drainage and flood runoff over, under, upon, and across the lands described in the
Exhibits attached.
The Grantor(s) and/or their successors in interest hereby agree not to obstruct, artificially collect
or discharge additional flow across or adjacent to the above described lands. The Easement
grants to Spokane County and its authorized agents the right of ingress and egress to, over, and
from said Easement for the purpose of inspection and emergency maintenance of the interceptor
berms, ditches, storage ponds, d.rywells and any other drainage facilities, if not properly
maintained by Grantor(s), or their successors in interest. Spokane County does not accept the
responsibility to inspect or maintain this Easement or said drainage facilities whatsoever, nor
does Spokane County accept any liability for any failure by the Grantor(s), or their successors in
interest, to properly ma.intain such areas. R. E. .t se•fax Exempt
Daw 200
. 4867462
.
0312712003 ~04;54P
C4UNTY ENGINEER EAS 3Q,00 _ Saokane Co, wA
The Grantor(s) and/or their successors in interest hereby accept complete and total responsibility
for the construction of the facilities located within this Easement per the accepted road and
drainage plans on file in the office of the Spokane County Engineer.
The Grantor(s), and/or their successors in interest, shall be held responsible for accepting the
natural drainage and flood runoff from the uphill properties, and keeping open and maintaining
the surface path over and across the Easement property.
The Grantor(s), and/or their successors in interest, shall maintain all drainage facilities within the
Easement area, including, but not limited to the drywell, interceptor berms, ditches and drainage
ponds. The Grantor(s), andlor their successors in interest, shall maintain a permanent ground
cover within the Easement area. The Grantor(s), and/or their successors in interest, may install
approved shrubbery and/or trees that do not obstruct the flow and percolation of stormwater,
natural drainage and/or flood runoff in the said facilities.
The Grantor(s), andlor their successors in interest, or their representatives shall inform each
succeeding purchaser of this Easement and of their responsibility for maintaining it as described
in this document.
Spokane County does not accept the responsibility of maintaining the drainage course within this
Easement or floodplain areas on the property, nor the responsibility for any damage whatsoever,
including, but not limited to, inverse condemnation to any properties due to deficient
construction andlor maintenance of drainage courses.
If the Grantor(s), andlor their successors in interest, fail to maintain the surface path of natural
runoff or flood flows, a notice of such failure may be given to the Grantor(s), andlor their
successors in interest. If not corrected within the period indicated on said notice, Spokane
County has the right to correct said failure, or have it corrected, at the expense of the Grantor(s),
and/or their successors in interest.
This Easement shall remain in full effect until such time as the subject property is platted or
developed and a replacement easement and/or drainage facilities have been approved by the
County Engineer, whereupon this temporary easement is terminated. At that time, the property
subj ect to the Easement described herein shall revert to the Grantor(s) and/or their successors in
interest, free and clear of any claim by Spokane County and its assigns to the continued right to
use property subj ect to the Easement.
The Grantor(s) and/or their successors in interest hereby release Spokane County, and all of its
officers, employees and agents from any responsibility or liability for any damage whatsoever
including inverse condemnation by or to any and all persons or property arising out of or in any
way incident to or attributable to the storm drainage within the Easement.
No modification of the boundaries of said Easement can be made without prior approval of
Spokane County.
• J ~ I _ _
\
• - , , 4867462
. . ~ 03~21 J2003 o 04.50P
GOUNTY ENGINEER ERS $4,04 Spokane Co, 14A
~ ~
IN WITNESS WIMREOF, . ave hereunto set hand(s) and seal(s) this,~)j ~daY of
20!3. ~
,
~
By: By:
~
STATE OF WASHINGTON )
COUNTY OF SPOK:ANE ) ss
I certify that I know or have satisfactory evidence that Kenneth J. Tupper, a managing partner of
Five Fifty, LLC, A Washington Limited Liability Company is the individual who appeared
before me, and said individual acknowledged that he signed this instrum,ent, and acknowledged it
as his free and voluntary act, for the uses and purposes mentioned in the instrument.
Dated this~Q q
day of 20n:~).
OFFIC:IAL SEAL
JAl`fIS E. POTESKY
1YOTAFZY PUBLIC NO ARY PUBLIC
STATE OF WASHIIYC}TOI`I •
MY COMMISSiOIY EXPIRP`,S In and for the State of Washington,
SEPTEMBER l 1, 2o05 residing at Spokane.
My appointment expires
• ~l - l L - - -
4867462
Pae: 4of6
• 43~21J20Q3 04,50P
COUNTY ENGINEER EAS $4,04 Spokane Co, 14A
EXHIBIT "A"
(Page 1 of 2)
EASEMENT DESCRIPTION FOR SUMMERFIELD EAST SIXTH ADDITION TEMPORARY DRAINAGE
EASEMENT
A 20.00 FOOT WIDE STRIP OF LAND IN THAT PORTION OF THE SOUTHEAST QUARTER AND THE
SOUTHWEST QUARTER OF SECTION 35, TOWNSHIP 26 NORTH, RANGE 44 EAST, WILLAMETTE
MERIDIAN, SPOKANE COUNTY, WASHINGTON, THE SOUTHERLY LINE OF WHICH IS DESCRIBED
AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 10, BLOCK 1 SUMMERFIELD EAST
ACCORDING TO BOOK 17 OF PLATS, PAGE 9, SAID POINT BEING A 518" STEEL PIN FROM
WHICH A 5/8" STEEL PIN AT THE NORTHEAST CORNER OF PLAT N0. 4 OF WEST FARMS
IRRIGATED TRACTS ACCORDING TO BOOK `0' OF PLATS, PAGE 51, BEARS NORTH 0006102"
WEST, A DISTANCE OF 2610.05 FEET;
THENCE NORTH 0°06'02" WEST ON THE WESTERLY LINE OF SAID PLAT OF SUMMERFIELD
EAST, A DISTANCE OF 1121.63 FEET TO THE NORTHWEST CORNER OF LOT 1, BLOCK 3 OF
SAID PLAT;
THENCE CONTINUING NORTH 0006'02" WEST, A DISTANCE OF 804.40 FEET TO THE POINT OF
BEGINNING;
THENCE NORTH 90°00'00" EAST, A DISTANCE OF 105.78 FEET;
THENCE NORTH 0000'00" EAST, A DISTANCE OF 106.57 FEET;
THENCE NORTH 90°00'00" EAST, A DISTANCE OF 100.00 FEET;
THENCE SOUTH 0000'00" EAST, A DISTANCE OF 114.16 FEET;
THENCE NORTH 84°12'32" WEST, A DISTANCE OF 37.22 FEET;
THENCE SOUTH 5047'28" WEST, A DISTANCE OF 28.21 FEET;
THENCE NORTH 90°00'00" EAST, A DISTANCE OF 100.57 FEET;
THENCE SOUTH 0000'00" EAST, A DISTANCE OF 35.77 FEET;
THENCE SOUTH 62°01'30" EAST, A DISTANCE OF 233.25 FEET;
THENCE NORTH 80°50'34" EAST, A DISTANCE OF 182.15 FEET;
THENCE NORTH 67°31'10" EAST, A DISTANCE OF 155.62 FEET;
THENCE NORTH 76°27'10" EAST, A DISTANCE OF 85.09 FEET TO THE NORTHWEST
CORNER OF LOT 1, BLOCK 19 SUMMERFIELD EAST FOURTH ADDITION ACCORDING TO
BOOK 28 OF PLATS, PAGES 21-22 AND THE TERMINUS OF SAID STRIP.
l 1
• ~_j ~ ,I
, • ' 't 4867462
, ~ I I Pa~e;' 5 of 6
03, 2l /2043 04.50P
GOUNTY EPJGINEER EAS $0,00 Spokane Co, WA
EXHIBIT "A" (Page 2 of 2)
THE SIDELINES OF SAID EASEMENT ARE TO LENGTHEN OR SHORTEN SO AS TO CREATE A
CONTINUOUS 20.00 FOOT WIDE EASEMENT FROM THE TERMINUS OF THE 20.00 FOOT WIDE
EASEMENT DESCRIBED BY AUDITORS FILE NUMBER 4719116 TO THE EAST LINE OF PLAT N0. 4
OF WEST FARMS IRRIGATED TRACTS.
~r
ti-•
2 1 ►
EXP1FiFS: 7/29/ap3
• ' • ~ li. , ~ 4867462
,
03~2112403 o 04; 50P
COUNTY EhGINEER EAS $0.00 Sookane Go. wA
EXHIBIT "B" .
w w ~
~ o a- N90'00'00"E ON
~
p 100.57
o p W P
~ a
2 • 'r
N~ ~p.~pp 20' WIDE TEMPORARY
~ O NATURAL DRAlNA6E
~ o EASEMENT 61,g3~~~ ~
N90'QO'00"E N `5 b
~05.78' ~
"E
- NSp•gfl'3~aE ~tv65 pd
N84' 12'32"W - 182.15
37.22' S
2 ?6~'0•
s5•a~'28"w
28~i
, 2 $ 9
3 6 7
.0 4 5
2
~ °L 2 3 0
cROwrv 8
4 5
1 3 1 6 7 ~ 2o ~
2 ~
,J ----Z-
I 1 1
1
,
QUEEN \ A VE.
2 s ~r I I I I ~ 1 _
~ a ~ 1 11~ 2 1
I I I I I ~ . .
DPiRES: ifnl ' - 2~ -EMPORARY NA-JRA-
WYATT ENGINEERING, iNC DRA'NAGE EASEMEN-
1220 N. HOWARD ST.
FAX (509) 328 0423 SCA-E: 1200?
(509) 328-5139 ,
.
After Recording Return To: Spokane County Engineer
Attn.: Development Services Department
Document Title: TernpoYaiy Off-Site Turnaround and Drainage Easement
Grantor(s): Five Fifry, LLC
Grantee(s): Government, Counry of Spokane
Abbreviated Legal Description: A portion of Section 35, Township26N, Range44E ~
Legal DescriPtion: See Attacheci Exhibits "A " and "B ~
~
~
Assessor's Tax Parcel Number: A portion of Parcel No. 46354.9050
3 ~`T O 3 ,
SPOKANE COUNTY DIVISION OF ENGINEERING
Spokane County, Washington
TEMPORARY OFF-SITE TURNAROUND .A►ND DRAINAGE EASEMENT
lN THE MATTER OF Summerfield East - 6`h Addition (Spokane County Project No. P1206F,
hereinafter referred to as the "proj ect")
KNOW ALL MEN BY THESE PRESENTS, that the Grantor(s), Five Fifty, LLC, A Washington
Limited Liability Company, of the County of Spokane, State of Washington, for and in
consideration of Mutual Benefits, the receipts of which is hereby acknowledged, grants to
Spokane County, a political subdivision of the State of Washington, A Temporary Off-Site
Tu.rnaround and Drainage Easement (hereinafter referred to as this "Easement") over, under,
upon, and across the following legally described real property situated in the County of Spokane,
State of Washington, and further described in the attached Exhibits "A" and "B".
This Easement granted to Spokane County and its authorized agents is for the purposes of
providing an area for emergency or other vehicles to safely navigate on or turn around, and for
the purpose of allowing stormwater drainage andlor runoff over, across and around the above-
described lands. The Grantor(s) and/or their successors in interest hereby agree not to obstruct,
artificially collect or discharge additional flow across or adjacent to the above described lands.
The Easement grants to Spokane County and its authorized agents the right of ingress and egress
to, over, and from said Easement for the purpose of inspection and maintenance of the temporary
turn-around andlor drainage facilities.
The Grantor(s) and/or their successors in interest hereby accept complete and total responsibility
for the construction of the facilities located within this Easement per the accepted road and
drainage plans on file in the office of the Spokane County Engineer.
This Easement shall remain in full effect until such time as the subj ect property is platted or
developed and a replacement easement andlor drainage facilities have been approved by the
County Engineer, whereupon this temporary easement is terminated. At that time, the property
~
subj ect to the Easement described herein shall revert to the Grantor(s) andlor their successors in _
interest, free and clear of any claim by Spokane County and its assigns to the continued right to
use property subject to the Easement.
The Grantor(s) and/or their successors in interest hereby release Spokane County, and all of its
officers, employees and agents from any responsibility or liability for any damage whatsoever
including inverse condemnation by or to any and all persons or properiy arising out of or in any
way incident to or attributable to the storm drainage within the Easement.
No modification of the boundaries of said Easement can be made without prior approval of
Spokane County.
IN WITNESS WHEREOF, have hereunto set rA~ hand(s) and seal(s) this day of
, 2005.
By: ~ By:
, - ~
STATE OF WASHINGTON )
COUNTY OF SPOK;ANE ) ss
I certify that I know or have satisfactory evidence that Kenneth J. Tupper, a managing partner of
Five Fifty, LLC, A Washington Limifed Liability Company is the individual who appeared
before me, and said individual acknowledged that he signed this instrument, and acknowledged it
as his free and voluntary act, for the uses and purposes mentioned in the instrument.
~
Dated this day of '--1(Y1 20C56-.
_ . . -.~-.w... . .
aFt =Ciai, sEai,
JAI`ii5 E. FOTESKY
r
: lyOTrlR'Y PUBLIC NOTARY PUBLIC .
` STATE Ot WASHII`IC3'I'OIY
- MY coMMIssion ExPixFS In and for the State of Washington,
SEP'['If-'~'Ii.iER 1 1 , 2005 s
residing at Spokane. -
My appointment expires
,
EXHIBIT "A"
EASEMENT DESCRIPTION FOR SUMMERFIELD EAST SIXTH ADDITION TEMPORARY CUL DE SAC
EASEMENT
A PORTION OF THE SOUTHEAST QUARTER AND THE SOUTHWEST QUARTER OF SECTION 35,
TOWNSHIP 26 NORTH, RANGE 44 EAST, WILLAMETTE MERIDIAN, SPOKANE COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF LOT 10, BLOCK 1 SUMMERFIELD EAST
ACCORDING TO BOOK 17 OF PLATS, PAGE 9, SAID POINT BEING A 518" STEEL PIN FROM
WHICH A 5/8" STEEL PIN AT THE NORTHEAST CORNER OF PLAT N0. 4 OF WEST FARMS
IRRIGATED TRACTS ACCORDING TO BOOK'0' OF PLATS, PAGE 51, BEARS NORTH 0°06'02"
WEST, A DISTANCE OF 2610.05 FEET;
THENCE NORTH 0°06'02" WEST ON THE WESTERLY LINE OF SAID PLAT OF SUMMERFIELD
EAST, A DISTANCE OF 1121.63 FEET TO THE NORTHWEST CORNER OF LOT 1, BLOCK 3 OF
SAID PLAT;
THENCE CONTINUING NORTH 0006'02" WEST, A DlSTANCE OF 804.40 FEET;
THENCE NORTH 90°00'00" EAST, A DISTANCE OF 105.78 FEET TO THE POINT OF BEGINNING;
'j"=;~::: y" ~r'.-'
THENCE NORTH 0000100" EAST, A DISTANCE OF 106.57 FEET; THENCE NORTH 90°00'00" EAST, A DISTANCE OF 100.00 FFET;
THENCE SOUTH 0000100" EAST, A DISTANCE OF 114.16 FEET;
THENCE NORTH 84°12'32" WEST, A DISTANCE OF 37.22 FEE
THENCE CONTINUING NORTH 84°12'32" WEST, A DISTANCE ~ OF 38.00 FEET; 22963 .~w
THENCE NORTH 90°00'00" WEST, A DISTANCE OF 25.17 FEET ~ TO THE POINT OF BEGINNING.
~IRE.s: 7/29/
~
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'
EXHIBIT "B"
o N
~ .0
S 3li
- . ~ - PD
Z N90.00 00 E`^
. 100.00 N90'00'00"E TEMPORARY
105.78' GUL DE SAG EASEMENT
2 - ~ N84'12'32`W
N90000'00"W 37.22' ~ -
25.17' 1 ~ N84' 1232; W ~
38.00
2 9 10 3 6 7 .
` Q 4 5 ~ / . .
2
oc 2 ~ Pv 3 O
~GROWN $ - - -
4 5 6 7 D~0
z
UEEN ~ 1 AVE.
- ~ ~ ~ ~ F I~F 21
~IFtEs:
WYATT ENGINEERING, INC -EMPORARY
,ZZO N. HOWARD-ST. CU- DE SAC EASEMEN-
SPOKANE, WA 99201
FAX t58 5139 328-0423
SCA-E: 1200'
(59) 32
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After Recording Return To: Spokane County Engineer
Attn.: Development Services Department
Document Title: Temporary Natural Drainage and Flood Runoff Easement ~
Grantor(s): Five Fifty, LLC ~
•
Grantee(s): Government, County of Spolcane
Abbreviated Legal Description: A portion of Section 35, Townsliip26N, Range44E ~ ~L% 2
~
Legal Description: See Attached Exhibits.
Assessor's Tax Parcel Number: A portion of Parcel No. 46354.9050
.
SPOKANE COUNTY DNISION OF ENGINEERING
Spokane County, Washington
TEMPORARY NATURAL DR.AINAGE
AND FLOOD RUNOFF EASEMENT
IN THE MATTER OF Summerfield East - 6`h Addition (Spokane County Project No. P1206F,
hereinafter referred to as the "project")
KNOW ALL MEN BY THESE PRESENTS, that the Grantor(s), Five Fifty, LLC, A Washington
Limited Liability Company, of the County of Spokane, State of Washington, for and in
consideration of Mutual Benefits, the receipts of which is hereby acknowledged, grants to
Spokane County, a political subdivision of the State of Washington, A Temporary Natural
Drainage and Flood Runoff Easement (hereinafter referred to as this "Easement") over, under,
upon, and across the followi.ng legally described real property situated in the County of Spokane,
State of Washington, and further described in the attached Exhibits.
This Easement granted to Spokane County and its authorized agents is for the purposes of
intercepting and conveying the natural drainage and potential flood runoff from the uphill
properties and flood zone, and potentially the temporary storage and subsurface disposal of said
natural drainage and flood runoff over, under, upon, and across the lands described in the
Exhibits attached.
The Grantor(s) and/or their successors in interest hereby agree not to obstruct, artificially collect
or discharge additional flow across or adjacent to the above described lands. The Easement
grants to Spokane County and its authorized agents the right of ingress and egress to, over, and
from said Easement for the purpose of inspection and emergency maintenance of the interceptor
berms, ditches, storage ponds, drywells and any other drainage facilities, if not properly
maintained by Crrantor(s), or their successors in interest. Spokane County does not accept the
responsibility to inspect or maintain this Easement or said drainage facilities whatsoever, nor
does Spokane County accept any liability for any failure by the Grantor(s), or their successors in
interest, to properly maintain such azeas.
~
IN WITNESS WHEREOF, ave hereunto set hand(s) and seal(s) this ~daY of
c
20!~ . ~
~
Vv
By: By:
,
STATE OF WASHINGTON )
COUNTY OF SPOK:ANE ) ss
I certify that I know or have satisfactory evidence that Kenneth J. Tupper, a managing partner of
Five Fifty, LLC, A Washington Limited Liability Company is the individual who appeared
before me, and said individual acknowledged that he signed this instrument, and acknowledged it
as his free and voluntary act, for the uses and purposes mentioned in the instrument.
Dated this,.--Q daY of 20~
..:baie ..........~,.r.a.naTee - - _ , . ~ w ~ ~
OFFICIAL SEAL
JA1YiS E. POTESKY
' tYOTEI.RY PUP,rIC ~ NO'FARY PUBLIC
cc~r~~ris~to~l Ex~tx~s ' In and for the State of Washington, ~
sEP-rEMBER 31, 2005 ' residing at Spokane.
My appointment expires q
j ~
/
EXHIBIT "A" (Page 2 of 2)
THE SIDELINES OF SAID EASEMENT ARE TO LENGTHEN OR SHORTEN SO AS TO CREATE A
CONTINUOUS 20.00 FOOT WIDE EASEMENT FROM THE TERMINUS OF THE 20.00 FOOT WIDE
EASEMENT DESCRIBED BYAUDITORS FILE NUMBER4719116 TOTHE EAST LINE OF PLAT N0. 4
OF WEST FARMS IRRIGATED TRACTS.
~'~d..~:S3+,~~j•.. awa.u..~..:1-4'~~
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22961
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SORES:7/29103
ENGINEERING • LAND SURVEYINV_ ~ PLANNING • MATERIALS TESTING
. ~
a sub sldiay of
_ _
~~KH
RECEIVED LETTER OF TRANSMITTAL
MAR 2 1 2003 ,
DATE : MarCh 27, 2003 Joe No. :679302
SPOKANE COUNTY MG; ' ATTENTION : MS. Colieen Little
To Ms. Colleen Little sueJECT : Summerfiled 6t' Addition - Easments
Spokane County Engineers X Hand Qeiiver
1026 West BFoadway Avenue
Spokane, V1/A 99260 sr U.S. nn~;~
By Overnight Courier
Pidcup
Received By:
WE ARE SENDING YOU X Attached Under separate caver via the following items:
COPIES I DATE I NO. I DESCRIPTION
Summerfield 6h Addition, PE1206-78F:
1 03/27/03 1 Easement Description for Temporary Drainage and Cul-de-sac Easements
1 03/27/03 2 Ownership Documents for Summerfield Parcel (where easements will be established)
THESE ARE TRANSMITTED as checked below.
D For approval ❑ Approved as submitted O Resubmit ooP+es for approvel
❑ For your use ❑ Approved as noted 0 Submit copies for distribution
❑ As requested ❑ Retumed for oorrecbon ❑ Retum correded prints
0 For review and comment ❑
O For Bids Due O pdnts Retumed after Loan to USKH
REMARKS:
coPY To: File sic"ED: Lisa Lozano Frey, Civil Engineer, E.I.T.
If enclosures are not as noted, kindly notlfy us at once.
1:1879302-Tupper Summerrield 5th Add PSE1CorrespondancelTransmittaR679302TRN10-COS.wpd
■ 1220 North Howard • Spokane, WA 99201 0 101 Thain Road • Lewiston, ID 83501
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APTER RECORDNG RL•TURN TO:
v+,'crHER.SPOON, KP.LLEY, DAV'CMORT & TOOL£ PS
aTiN: Slsnisr R- Sc;;utu
422 W. Rivcrsidr Avtnue
I lOfl U.S.BANK BLEJG.
SPOf:ANE, WA 99291 .
COVERSHEET FOR: Slatu#ory Warrranty Deed ~
Grautar: Bruce Butler and Judith A. ButIcx, husbaud and wife; May Ann VUilharm; Willard
Hewson and Loiettha Hewson, busband azzd wi:€e; and Kenneth Tupper and Sharon
Tupper; Iwb=d and wife
Grantee; Five I'ifly, LLC, ~Washington Limited Liability Gompany
e .
Abbreviated Legal Description: porcion of Seetion 33, T.26 Norih,R-44 EWM
,
` . Full Legal on Page: 6and 7
Taac Pac-cel No: 46354.9022; 46351.9005; 46351.9049; 46352.9052; 46352.9066;
46353.9074; 46354,9050
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AFn-':1 RECORDW.G rZE7URN TO:
STANLEY a'Z SGI3UL'TZ
wiihuspnoN xettey, Davwpart ~'Tooie, P.S.
422 W. Rivvnidc Avca= •
i to0 U.S. Sanc Builddng
Spolane, WA 99r.01
STATUTORY WARR.AN'I'X DEED
THE G,RAN'TOI3,S. BRUCE H. BUTI.,ER and JErJIfiH A_ BUTLM Husband aad Wife, as to an undivided
f fty percent (SO%) intc;rest; snd NtAR'Y ANN WId.HA-RV[, as her svIe and aeparate praperty as to a twenty-f'ive percent
(25°'0) undivided interest; and WYLLARD A. TiEWSOAI and LORETHA hEWSON, hurband attd wife, as to an
undivided one-ee;g3Yth (1/b) in0eres; and KEA1AtETH J. TUPPER and SH.ARON G. TUPPER, husband and wife, as to
an undivrded onz-eigbth (TA) incem,t far and in consiceration of Ten Foilas ($10.40) and other goad and valuabte
consideratsan, cconveys and warrants to FIYE F1Pi'Y, LLC, aWasnbngton l.imited LiabiJity Corapany, the foliowing .
ciescribed raal esta(e, situmd an the County of Spokane. State of Washingtan, togethcr vrith atl after acqnired title of
the GRANTOR(S) thrreia:
Sce attached legal drscription sst forth fully in Exhfl)it "A"_
~ SliB.IECI"TD 1) Reservations contained in deed recvrded on Oetoixr 26, 1886 under Recarding No. 945;
~ 2) Rightto make nccessaty slopes farcuts or filis as granted by Deed rrcorded as Document
~
~ No. 432623;
~ 3) Essement gfanted io Spolcarit Vslley Land attd Water Co. as recvrded on Msy 25, l 911
under Rctardittg AJo, 324569;
4) Easement grsnted to the L[nited States af America as recarded on .I$nu3ry 19,1 943 under
~Rccording Pio. 572309A;
' T 5) Easemant gran2ec9 to Yrentwood Irriptian Disnrict No. i as irecorded on January 17,1966
unce- R,ecording No. 1715 41 C;
6} Easemsntgrwitcd la Inland Qawer aad Lie,,hc Co. as rccordrd an ]une 26, 1973 e:nder
RECOrding No. 7806260065; and
7) qther Easemcnts, resirictTOns and seservations vf record.
IN WITNESS %'TMREOF, this in9trument has besn executed this _tCflday ol" I I~A~ , 2007.
L) IgRLICE B. BUTLER✓ ~ v 1UD A. HUTLER
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'UVILZARD A. HEWSGy 'Ll7RETHA HEWSON
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MARY LVILHARM KENNETH J_ 1'iJFPER -
~
~
SHARON L. NPPfiR STA,1"E OF tiVASHINGTQN )
}ss.
councy or spokane )
I certif-,r thst 1 kaow or have satisfacbory evidence that BRUCE B. BUTLER is thc individua[ who app: a,red
before me, and said iadividual aclnowiedgcd to nte tlaat he signed rhis insstruument, and he aclaiowledged it as his fm
and voluntary ac~ for itie uses and purposes menaonrd in ihi3 instzwwnetr.
~
DATED this ~ day of _zV4LliT~/i , 2001.
~ , -
~
w~AL pATS~'~)~~ NO~'AR PIJ~I ASH'~1G'''ON
. ~ ~j . SS~oty F•, Iy 1? ResidiRg at:
' A. • w I I My APPvinsmeu Expires;---?%
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STATE OF WASHINGTON P18U~
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Cou.nty of S pokane Op
I cer4ifytnat Iknvvr or hsve saCisfaciory evidccstt th3c JUDITH A. $UTLER is che individual who appesr'ed before mc, and suid ircdividual acjmowledged to me That he signed this instrumene, and he aclmawledged ii as his fmo
and volurztary act, far the uses and purposss mendoned in tfi,is insburnent
nATEb thu ~ aay or-)~9j' , 2001. +
~~e.•~~~.~~ OT X P IC AN FOR 1'YASHrNGTGN
PAr~y~ 9N Residing at: . .
Sib~Y0 !i MY APPointme t Expires; '7-1y '044
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STATE OF 4t/ASF~?1rfGTON t10 7Af?~ 9
i S. County uf Spoksne % j fptBUG
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I certif}taat f~,ow or have satisfactosy ev:dence that WILLARD A. ~iEWSON is the individua; arho appearc~
befom erxe, amd said individual aclcaowiedged tu rne that he signed th-ls mstrw-nent, and hc aclstowlcdgcd ic gs his fi'ee and votuntary act, for Ihe uses and purposes rnenuoned in 00s instru:nent-
DATEI? this -J(} - day vf , 2001. .
Li I;~-~~~•, .
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NOTARY P"d$LIC iN A,iD Fdl?, W SHTN101
Residir,g ae:~ =
My Appointmeri~ Expifes; .~~j.~~x'~~', °~~j v~'; v
• 'd~t. Pc, ,,s
STA,TE OF WASHJNGTON
• j. ;1tt1'44
Counry of Spukane } °S'~
4
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1 c°•,rtify chat Iknow ar have satisfactary evidence that LORETHA HF•WSON is the individual who appoared .
before met and said indiYiduat acknawiedged to me t#iat he siped this instnrmcnt, and be acknowledged it as hu free
aAd vcluntary aci, for the uses and purposs:s meationed in this instrnment
'
D.a~~ tbis ~ v eax of Pa"),-- . Zoo i. v
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NOTAR7' "LIC IN ANIJ FO~'. WA HINGTQN :1,~,
Aesiding at: .C.r_p'1~ `k-4s, ~~,;E•
My Appainan t Expires;~
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S?'ATE OF WHSHtNGTOTI ) . ~ •d ~ ~ t'.' ' `~5, 'y~~S'~~}:1Z~f' ~~i
Covnry of Spokane
1 ► .
."'►.,.~~•u~
I cartify 1h6t I kt'tow or 6gvc satisfwory evidestcs that MARY ANN WILHARM is the individti8l who
appeared before me, and said individual aclaiowledged to me thzt be qigned t6is insttvme2it, annd he acknawledged it
as his free and voluaaLry act, fq~ the uses artd pcirposes mencioned in this izistnunenL
~
DAT'ED this ~ day of-~-i~ , zae1
~~dtt~
S~~ p►~~ 9~°„~•., , u~ ~:i~~Y~ ~
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, FOR W ASHINGT'ON
o a• g .~NOT Y PUB JI~`rA
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STATE OF WASHINGTON ~~~1~ YVAt
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County of Spokane )
T certify that I 4ctiow or f►ave satislacmry evidence that KEI`3NETH J. TUPPER is the individual tivho appEarcrl
before me, and said iRdividual acimowledged to mc lbat he signed t4tis instnunent, and he acimvtivledaed it as bis free
and vvluatar,+ act, for the uses and purposes cnentioned in tlus instrument
c:~sRSrvrrFR\r,K FIny cCaae wamay DwW,-"
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STA7E~ ~T
~~Or~n+~ittt~ )ss_
Couniy of Spokunc °t-s T-,~h <zir
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I cert;{y iIIaY I~m0i~ OT haYe w)SISCtOTy CVIdCIIC$ Ih3C SHARON L. TIUPPEtt'is the individual who a.ppeared
befOT81TlL', and said irdividual ac}cnowleGged to mr that she sipad this insrrument, and she ac$wowledged it as her fcee
and voPuntaxv act, foc ehe uses attd purposes tnentivned in this instrumcart.
~
DATED th is )1,A day vf ,
~L.i-) , 2001.
1 . tr
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Residing at. ~~~tb.! ~
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LEGAL DESCRIQTION ' • :
;
A portion og Section 35, Township 26 Nozth, Range 44
Gast, 14,M., more parti cula:Iy described as follvw9 :
BEGINNING at the SoutZx quarter carner Qf Sectiom 35;
thence South 89052100" West, 350,00 feet; thence North
3t3 . 0 o feet to the T.,u-- Point of eeginning, al ao common ~
vaith the 5o'Athwest cozner vf the Trentwvod 8aeme*itary
SChool Tract; thenee SOUth 890S2100" We9t 311.10 feet;
ther.ce rlQrth 0005' 36" West 2610 . 08 feeti along the 15:a9t
boundary of WES#r FApj.iS IRRIGATED T'RRCTS to a point of the
East-West centerline of 5ection 35; thence Sotath .
69053'431, We9t 1327_40 feet along the fiaet-WeaG :
ceneerline of Section 35; thence North 4006' la" West 9.53 feet to a point of curve on the Southexly righC oF way of
Forker Roacl; thsnce along the arc of a 1401.87 foot ,
zasiiue cuzve to the right a dista.nce of 172. 23 feet throatgh a I,}elta Angle of 700202011, thence 5outh 89 a42' 41 °
8ast 489.07 feet; therce along the arc of a 507.66 foot
radiua curve to the left a diatance af 270.59 feet;
thzough a DeI ta Ar.gl e of 30032 '2I Q;; theriCo- Nqxth
59044' S9" EasC 526.59 feet; thence along the arc of a
2894 _ 7'P footc radius cut-.re to the lef e a dietanee o:e
630.55 geet tI:rough a De1ta Angle of 12 °28 ` 57 11; thence
NOrth 47 ° 16' 02 " Eagt 2.72 feet; thence along the arc of
. a 794 , op foot sadius curze ra the lefC a distance of 63 .12 €eet rhrough a Delta Angle vf 6° 33' 18 W to interseet
the Southerly right of way of Pragress Road; thence along
the Southerly and Weeterly Right of Way of Progreas Road
South 75012 F52" -Eaet 677.20 feet j thence alo-ng the asc of
a 182,29 foot radius curve to the right a diatance of
124.88 Feet thrvugh aDelea Rngle of 39°15'044; thence
SOUtk► 35957' 98p bast 948.32 feet; thence along the arc of
a 288,38 foot radiua curve to the right adistanca of
183.23 feeC through a De1ta Arrg1e of 35023' 07" ; thence
South 0025'19" West 2198.29 feeL to a pvint on the
Nostherly right of waY af Wellesley Avertue; thence alang ,
the 'North right of way og G7e31esley Avenue Nort.h
89°55190" West 935.42 feet to a gvint ccmmn with the
southeagt corssex of t}a@ Txentwcad Elemmentary scbool
Tract; ChenCe ATorth 903.42 feet a►aong the Eaat boundary
of school ttact; thgnca WeeC 700.00 feek along the Noxth
boundary ot echool tzact; thence South 903.89 feet along
the west boundarv vf achool traet to the 'I`gue Foint of
Beginning; '
( legaA descxiption cvnti.nued)
, .
' ' X1/13/01 15: 52 F. 509 926 1519 TRFNSVATION TITi:E
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. iRMTtM. Ti1'1; 1RS rCl t~1 514.M ~nodr~ ~K~. LEGAL D6SCRI PTIOIr' ( cvnt .
:XCEPT a parcel of Iand in the ivorth one--half of said
Section 35, Townshi,p 26 North, Range 44 East, W.M, ,
particularly described as fallows; BEGINNiBJC at a point on the Eaet-Tde~t centerline of Sactaor.
35, that is North 6905 3'420 East, a distance of 1412.87 geet
from the west quarter cornex of Section 35; thence continuing
North 890531421, Edst, a dietance of 60 . 00 feet ; t3~ence 11Torth
13°50'S6" West, a dxstance of 38.91 feet to a~ point on the
Southerly right of wray of . rorker Raad; ther.ce along the
SautherZy right of way of Forker ttoad, along the aac of a
507.66 tovt radius curve to the zight, a dietance of 58.31
feet, thraugh a tJelta AngZe of $034" 530, the imng chord of
which bears South 76009 ` 02A Weat, a distanee of 58.28 feet;
thence. South 13050` 56`~ Eabte s di9tance of 24.66 feet tn the
Poirst of Beginning; . .
AM EXCEP"I' Platted Portions; y .
:
AD sxCEPT azay pvrtion of the Northeast quartex of ths
. 15
outheaat quartex- of the Norrt.hwest quarter lying Sotstherly and
• Easterly of Poxker Rvad; Situate ira the Cousity of Spokane, State of Waehengton.
Sm Or SC~ULZ 7°AI* .
~~~~$!ltfA'~#~fl~At~+@!~R*lt~~~l4tdr$l~~i'~1Q~~~0~~'A!!*Y7ill#$$1b~fOd~11
2HE FOLLaWING INFORMATION IS PR0VIDBD FOFt CONV'ENIENCE OPTLY :
(ParCel Nose 46354.9022, 46351.9005, 46354.9449, 46352.9052,
46352.9066, 46353.9074 and 46354.9050)
(Ptn. 35-26-44)
~,_03/27/03 11:11 FAX 509 926 1519 TRANSNATION TITLE 1N01
`
1
J ~
. ~
~ ~ 4 • ~
~
• LandAmerica 1 "
~ . .
Tiransnation - ~ ~
105 West TuAvenuo
Spokane~~ 992'01
Ph ~509) 9Z2~'Z22 ~aoc (509) 926-15t'~ o~ 89~1-6835 - ~
. Fa= , Date:
1 _
mmnez Page= O .
• a V;'md 0 Fer Revrew A Pfease ConutWnt 13 PfeaSe RepfyC] P1c*e Retyde
. ~ . - -
, . . . '
U~la' ~ G~'~' ~►'1 ~ ~d Y~ i ~j , .t°{/~. . . . ! Ypv'~'~~ . . i ~ O e 4- ,
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03/27/03 11: 11 FAX 509 926 1519 TRA~TSNATION TITI.E 10002
• ~ 4 45887t4
~ ~1812001 ~d,4:SP
TRl1NNOTiM T1T1 F 1NS M t 4ia.M a,nkanm r.o. ld
;
Al'TER RECORDING RfT1RN TO: ~
WITHERSPOON, KEL1EY, DA1/h'NPORT &'i'OOLE PS
ATTN: 5tanicy R Scbu1tz '
422 W. Riverside Avcnuo '
1100 U,S.BI#NK BLDG. !
SPOKANE, WA 99201 ~
;
~
~
EA1--\A~~
COVER SHEET FOR: Statutory Warraiity Deed
,
Crrantor: Bru.ce autler and Judith A. Butler, busband and wife; May Ann Wilharm; Willard '
Hewson and Loretba Hewson, hcYSband and wife; and Kenneth Tupper and Sharon '
Tupper, liusband and wife ~
Grantce; Five Fifly, LLC, a Wasbington Limited Liability Company '
Abbreviated Legal Description: Porcion of Section 35, T.26 Nvrth., R44 EWM ~
~
Full Legal on Page_ 6 and 7 ~
. ;
;
Tax Parcel No: 46354.9022; 46351.9005; 45351.9049; 46352.9052; 46352.9066; ~
46353.9074; 46354.9050
03/27/03 11:11 FA% 509 926 1519 TRANSNATION TITLE Q003
. , _ ~ ~ ~ ~
4588714
~ W81z001 04c5P
cUTIny srTI r rlq cn am e14 m W~2nQ r.(i IL
AFiFR RECORDING RE'NRN TO:
STANLEY R. SCHLlLTL W[ihtrspoon Ktltey. Qaveeport 8t Toola, P.S_
422 W. Rivcssidc Avcctuc
1100 i1.5. Hank Bailding,
Sp4katc, WA 94201
STATUTORY W TY DEEn
THE GRANTORS, BRUCE B. BUTLER sud JUDITH A. BUTLM Husband and Wife, as to an undivided
fifty pcrcent (50%) interesfi and N'ARY ANN WILHAKM, as her sole attd sepat-ate properry as to a twenty-five perceat
(250/c.) undivided intcrest; snd WILT.ARD A HEWSON and LORETHA HEWSON, husband and wife, as to an
undivided one-eiahth (14) interest; and KENNETEI7. 'r'U'PPER and SHARON L. TUPPER, hvsband and wife, as to
an undivided ono-eighth ('/a) incerest far and in considemtion of Tea Uollars ($10_00) and otfier good and valuabte
consideratian, conveys and warrants to FIVE FTFTY, LLC, e Washington Limited Liability Company, the following
descr-bed real estate, situabed in thQ County of Spokane, Slate of Washington, togclhcr wilh all after acquired title of
the GRANTOR(S) thcreitt:
See attached legal descripiion set forth My an Exhibit "A".
~ SUSlECT T0 i) Reservations cofltiinEd in derd rtcardeci an Oetober26,1886 under Recording No. 946;
~ 2} Rightto make necessary siopes for cuts or fills as gr-anted by Deed tYCarded as Document
Y
No_ 432623;
~ 3) easement granted w Spokane Valley land and Wster Co, as recotded on May 26,1911
under Recvrding No. 324569;
~ 4) Easementgranted to the United States ofAmericaas rer.orded on danw3ry 19,1943 under
Reconding No. 572309A;
4 5) Easement ganted to Trentwood jrrigation District No. 3 as rtcarded on January 17, 19b6
tutdet Recordiag No. 171591 C;
6) Easement s-anted to Inland Power and Ligbt Co_ as rccorded an June 26, 1978 under
Recording No. 7806260065; and
7) dthec Easements, restrictions and rcscrvations of reeord.
IN WITNESS ViHEREUF, this instrument has been executod this of ~6! , 2001.
/
~
o RUCfi B. BUTI.ER ~ JUD A. BUTLER
F'.~
~
~
R
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,y;
~ ~:~sssn~ar~A~'M ~,ttyuzarta wureauDeLt wpd
03/27/03 11:12 FAX 509 926 1519 TRANSNATION TITLE 10004
, ,--1
- • I ~
4Lt W1[.[..ARb A_ HEWSON RETHA HEWSON
MARY WILHARM KEATNETH 1.1`UPPEP, .
-~\,~o.~
~
SHARON L. TUPPER
STATE OF WASHINGTON )
)ss.
CoAnty of Spokana )
1 certify that 1 koow ot have satisfactory evidence thst BRUCfi B. BU"I'LER is the individuai who appcared
beFore me, and said individual acla+owfedgcd to me that he sigrled this insvument, and he ac)mowledged it as his free
and volunnary aat, for the uses and purposes mentioned in this iastrument
DA7'ED this 1 , day of -ioz , 2001.
, NOTAR PU~b.! AS GT.ON
2 o
' 1jy"' o!Zi1~ Residing ak
5 0 ~c
. J
~I MY APpointmen Expires: ~ -
NOTAR Y~m t. ~
'v .
. pUBL1G ~
STATE OF WASHINGTON :
a - :
C4ilAty of Sp0~C8a8 ~ 1t QFW~~.~t r
I cectify that I know os have satisfactory evidenee that 1UDITH A. BUTLER is the individual who appeared befoce me, snd Said 'Individnai Sckhowledg+ed Eo me thathe signed this iQStrumer►t, and he acknuwlr.dged it as his free
and voluntary aa, for the uses and purposes mentianed in this iastrvmeat.
~
DATED this ~ day of ' , 2001.
T a 0. . , 1-
'
OT Y TC AN FOR WASHiNGTON
PATSRes~iding at: . 51a -~O My Appointrn t Expires:
ti~~ .~LN ~
~
~
' ~Y~.
'
STATC OF WASHiNGTON ; VNQ7 9:~~ ,
m
"uC ti . Of
.
CoaAry of Spokane tp►j-.,
~ • ~
;
'OFW
v:l4RSTUrAfJtWivc PAy u.c%bd warnttq oae.ipvd
4588714
iniiiii 05~1812U01 o 04:56P
~
tRAVATTnN T1T1 FiKq rn Wi1 4ia M Snn~ano rn
03/27/03 11:12 FAX 509 926 1519 TRANSNATION TITLE [¢J005
. . 2~.
. 4588714
~ ~1812001 o 04:56P
TAAvqATirn tS11F TN.S M M 414 m Oonblnp r.h rla
I certifytbat t imow vr havc satisfactoryevidence that W1I,LARD A. HEWSON is the [ndividual who appeared
bcfort mc, and said individval acknowledged to me that he signed this instnxment, and he acknowaedged it as his free
and voluntary act, for ihe uses and purposes mentivned in this instrument r3ATPM this 10 day of , 2001. ~ .
G~ , .
6,Ce, ~ Cy NOTARY'VF~Ll AND F WASHIN
RESiding at:
. : M~.~ v~ •°a' : a
My ArpN ~ ~ aintmires• , ~ -20j)`jr6
STATE OF WASHTNGTON .e~ ~ • ~
_4
ip
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}'S• ; ~~3Y 1~A~
c
COUnty Of Spolcarie
I certify that I know or havt saNsfactory evidence tbat LORETHA HEWSON is the individual who appeared
before me, and said individual acknowledged to mo thet ha signed this insuvment, and he aclrnowledged it as his free
and voluntary act, for the uses and purposes mentioned in this instrument.
DATED this ~U day of Par,2001. .
~
NOTARY A;gLIC IN AND IFO WA fl]NG~'QTF,, ; ~,1~ Residing ai: ~ Ll!:as' ' ~ . J6~•
r
,
My Appointm c Expires; Q-.Del.
' , d~
~~•4~~i
,
- .c.►~ ~ ' `1a
STATE QF wm$HINC'iTON ~ ' ~ ~f `p
,
)S.', -'s. 0fi ~I
' • ~
County of Spokane ) y~
I certify chat I know or bavc satisfactory evidence that MARY ANN WILHARM is the individual whv
appeared before me, and said individual ac.ia►owlcdged to me thzt be signed this instrument, and hc aelrnowledged it
as his froe and voluotary a~ fo~ tho uses and purposes mcnNoned in this insvumen~
DATED this 7 day of , 2UU 1
~.~~~g~ ~ 1
~~kg510l1
~ o~ ,•jNOT Y PUB INA FOR W ASHiNCrTON
NOTAPY Residing at:
My Appointine t Expires;
'q
~N ; QU800 `
. ~
~ ~
r~~ ~ 14 STATE OF WASHINGTON ~~111111~
sCounty of Spokane )
I certify thar I know or have satisfactory evidence that K:ENNETH J. TUPPER is dhe individual who appeared
before me, and said individual aclcrtowledged to ma tba2 he signed this instrtuncnt, and he ac3rnowlsdged it as his free
and volunr.ary act~ for thc uses and purposes mentioned in dhis iristnuxnent.
G:wt.tiltvPPLWive Finy LLCl3nd Wur-y Dordwpd .
03/27/03 11:12 FAX 509 926 1519 TRANSNATION TITLE 10006
~ 4588714
fl ~ I015118J204~ ~ 04;55P
. TA4NctR1hN TTTI F TkC fYl iM S14 rn Cnnkarw f,n U
DA ~y oF ~l,,l , ZooI.
_
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N : ~ ~
rv-
,A,RY PUHi,~ lx arrn~FORVASHINGTON
- • Re3iding at: ~
~l811Ci : My APpointrncnt Expires; '(.4L
i~ J►~.~~, Q \
s~~~~~ } ~~i•►►,►.f~t~~~ r~.
County of Spokane ) .'t`~ ~L.•~1 ~Z~i~
A ~ ~1~►r~ F1 ~ ~ u 1
I certify that I lcnow or have satisfgctrny evidence thai SHARON L. TUPPER is the individual wha appearetl
before nne, and said individual acknowledged to mc that she signed this instruroent, and she aclrnowledged it as her free
and voluntary am for the uscs 8ad purposes mentioned in this instcvmcnt
DATED this day of 2001.
. ' . ►
~~~1t1llNll!/~ L;~.~,~,• . . • ~ ,L ~ t,,' ' Ll,'~
IAS E. 4~l~/`/~i N ARYPU~:7
~ C IN A~I4b k'OR e4,SGTON
`
~ p • +g;.,~ ~ Residirtg ai" ~
~ r.~i~ ~ ; ~ NptqR y.~ ~ My Appoinunent Expires; ~ 1 CL'~
• . ~
;'9►; pvetic. .
.
03/27/03 11:12 FA% 509 926 1519 TRANSNATION TITLE 10007
. 4588714
~18120D1 Q4? 55P' • , :
tp~N.~l1~) Tilrit. TT~) F 1NC tY1 ~ 31a,M Sukane P,a. 1ii ~
l
LEGAL DESCRIPTION ~
i
~
A portion of Section 3S, Town9hip 26 Korth, Range 44
East, W.M., more particulazly described as follvws: .
BEGINNING at the South quarter corner of Section 35;
thence South 89052100" West, 350.00 feet; thence Nerth
30.00 feet to the True Point of Beginning, also common with the Southwest coxrier vf the Trentw4od Elementary
School Tract; thence South 89052'00" west 311.10 feet;
thence North 0005138" West 2610.08 feet along the East
bouridary of WEST FARMS IRRIGAZ'ED TRACTS to a point o€ the
.
Last-west cenCerline of Section 35; thence Sauth
89053'43" Weat 1327.40 feet along the Eaat-'Weet
centerl ine of 5ection 35 ; thence North 01206 ,'17 " west 9.51
feet to a poi.nt of curve on the Southerly right of way oF
Forker Road; thence along the are of a 1401.87 foot
radiua curve to the right a dietance of 172.23 feet
through a Delta Angle of 7002' 20" , tttertce Svuth 89°42' 41"
Ea►st 489.07 teet; thence along the arc of a 507.66 foflt
xadiue curve to the left a df stance of 270.S9 feet; ;
through d Delta Angle of 300321210; thence North
590440590 East 526.59 feet: thence alang the arc of a
2894 . 77 foot radius cuxve Co the left a distance of
630.55 feet through a Delta Angle of 12°28'S7"; thence
North 47016102" East 2.72 feet; tbence along the arc of
a 794.00 faot radius cuxve to the left a distance of
63.12 feet through a Delta Angle of 4033' 18" to inte=sect
the Southerly right of way of progres9 Road; thence along
the Southerly and Westerly Right of Way of Progresa Road
South 75012' S2" East 677.20 feet; thence a2ong the arc of
a 182.29 f aot radiua cu.rve to the right a distance vf
124.88 feet through a Delta Angle vf 39015004"; thence
South 35°57'48" East 94e.32 feet; thence along the arc of
a 288.38 foot radius curve to the right a distance of
183.13 feet through a DeXta Angle of 36023107"; thsnce
South 0°25'19" Weat 2198.29 feet to a point on the
Northexly right of way of Wellesley Avenuej thenCe along .
the North rxght of way of Welleeley Aveaue North
890560400 West 935.42 feeC ta a painG commnon with the
Southeast corner of the Trentwood Flemeatary School
Tract; Chence Nortb 903.42 feet along the SasC boundary
of school tract; Chence Weet 700.00 feet along the North
boundary of school t ract ; thence South 903.89 feet along
the west boundary of scheol tract to the True Pofnt of
Beginning; (legal description continued)
03/27/03 11:13 FAX 509 926 1519 TRANSNATION TITLE 10008
, - i •
w • ,
i i . . • `
4588714
05;1812441 O 04:55P
. TPANSUtIN1. TTTI F 1ilS (A V S~4.il~i .l'eak~► c~. ~1 '
LEGAL DESCRY PTION ( cont . ) :
FXCEPT a parcel of land in the North one-ha2f of said
Sect ion 3 S, Towrtship 26 North, Range 44 East, W. M.,
particularl.y described as fcllows: •
BEGzNNYNG at a point ort the East-Weet centerline of Section
35, that is NoXth 89053'42" East, a distance of 1412.87 feet
f rom the we9t quarter corner of SeCtion 3S; thence Continuing
North 89053'4214 East, a distance of 60.00 feet; thence North
13050'560 west, a distance oF 38.91 feet tio a point on the
Southerly right of way of Porker Road; thence along the Soutiherly right of way of Forker Road, along the arc of a
507.66 foot radius curve to the right, a distance of 58.31
f eet, thxough a Delta Allgle of 6934' 53 the leng chord of
which beara South 76009102" West, a distance of 58.28 feet;
thence South 13°50'56" East, a distance of 24.66 geet to the
POiiZt of Seginning;
AND EXCEPT Platted Portione;
. .
.
RND FXCEPT any partion of the Northeast quareer of the
Southeast quarter of the Narthwest quarter lying Southerly and
Easterly of Forker Road; Situate in tbe COUnty of Sp4kane, State cf Washington.
MQD OF 34SSDIILg RA•
tl~f*wtt~t~►i~l~~~**l~~iil►~i#*fltt'A1r~~~*t~*f*R~fi*s~~~lA+~is
THE FOLLOWZNG INFORMATION IS PROVYDED FOR CONNENIENC$ ONI,Y :
(ParCel Nos. 46354.9022, 46351.9005, 46351.9049, 46352.9052,
46352.9066o 46353.9074 and 46354.9050)
(Ptn. 35-26-44)
~ ; - • / ' ,
4770846
.
0910/2002 ~09;02A
- TRANSNATION, 1ITlE INS CO WO $21,00 Spokane Co, WA
When Recorded Return To:
KJT IlWESTMENTS
122 NORTH RAYMOND ROAD SUITE 3
SPOKANE, WA 99206
, .
Filed for Record at Request of:
F.SCIOw N0. $020498 LPB-10
STATUTORY WARRANTY DEED ~d Z ~ pl,
3
Reference Numbers of related documents: on page of document
Grantor(s): FIVE FIFTY, LLC Additional Names on page of document
Grantee(s) : KJT IlWESTMENTS Additional Names on page of document
Legal Description (abbreviated) : Full legal on page of document ~b~•. ~J'L ,3S = ZG •yy
Assessor's Propert Tax Parc 1 Account Number(s):
14 co 9s3•qa?~{l. 3S'Y-~IOsO
THE GRANTOR FI~E FIF"I'Y, L.L.C. A WASHINGTON LIMITED LIABILITY
COMPANY
for and in consideration of the sum of Ten Dollars and other good and valuable consideration
for and in consideration of .
in hand paid, conveys and warrants to K.TT I14VESTMEiV7'S. L.L.C. A WASHINGTON LY.MMITFD
LIABII,ITY COMPANY
the following described real estate, situated in the County of Spolcane, State of Washington: .
SEE ATTACHED EXHIBIT "A" FOR COMPLETE LEGAL DESCRIPTION
Assessor's Property Tax Parcel Account Number(s):
Subject to:
`\\`~~11E I1111/~ /
/
Dated this Ninth day of September, 2002 i~
.
NOTAi?y N r
~ • r
~ F1VE FIFTY, L.L.C. A WASHINGTON LIMITED 8 C
v~ •
~ LIABILITY COMPANY - -y~ , o~ •p=4
, 0''~N~
. F 10 2
, O B :~~J~l~c '-,r~F'WASN\;~`~
N KENNETH J. TUPPER, NAGNG MBER
~
n
bd .
c~ . State of WASHLNGTON
ss.
~ County of Spokane
~ I certify that I know or have satisfactory evidence that KExxETx J. TUPPER is/are tlie
~ person(s) who appeared before me, and said person(s) acknowledged that xE signed tlus
p, instrument, on oath stated that xE iS authorized to execute the instrument and acknowledged it
, J as the MANAGING MEMHER of FIVE FIFTY, LLC to be the free and voluntary act of such
. party for the uses an pu ses mentioned in this ins .
~ DATED:
1. v D LENE D. ADAMS
Notary Public in and for the State of WASHINGTON,
N
µ \,Qsiding at POKANE .
My appointment expires: 12/10/2002 \
t ~
:
1
~
.
1
Easement Transmittal "
I&A
spoym couuy
Development Services Department
Date: ~Lp~C~ 3 Division of Bngineering and Roads
To: Phone No: 458-6840 (509) 477-3600
Fax (509) 477-7655
From: ~jGZc i''Gj, Nt CA Y"" kc'= ~4::~7 L\AkJ r~►.`~' ~t..~ b srL ~r i r-t. ~ ~
~
Land Use File No: a-Qp -l`b Applicant Name: ~ a! , y,,~-}, ~,~~q -~Y- ~.p
Project Name: ~j ~,m QJ ~ ~ Applicant Address:
S: T: Z&q R: 4Cr~
Parcel Number: Phone Number: ~j
oad Name: Phone Number:
a+-v ral D rain o~tZ Ec~szm C..yi-I-
The following information and/or documents are needed before Spokane County can b
preparing this easement for your project. Please submit all of the items below to the P1an
Review Engineer noted above. The Right-of-Way Department will prepare the easement
documents for signature; you will be notified when they are complete. If you choose to sign the
documents in our office, there are notaries available for your use. If you choose to have the
documents mailed to you, all signatures must be notarized pnor to recording. The Right-of-Way
Department will record the easement after the signatures are complete.
PLAT CERTIFICATE, Deed, Deed of Trust, or Conveying Instrument (recorded copy)
LIST OF SIGNATORY NAMES
LEGAL DESCRIPTION of easement area Ge" kQ
1
EXHIBIT of easement area Z"
LEGAL DESCRIPTION of parcel(s) or Record of Survey 2~~
Please call when ready. Please mail when ready.
Additional Comments:
cc: Project File
03/26/03 12:29 FAY 509 926 1519 TRANSNATION TITLE Z001/004
TR.ANSNATION TITLE INSURANCE COMPA1VY
NORTH 7 2 0 AtzcoNNE
S POKANE , Ti+yASHI NGTON 9 9 212
Prepared f or :
Order No.: SH-257939
KJT LLC. Charge : $17 5. 0 0
ATTN: KEN TUFPER Tax: $14.1$
Id . 122 RAYr20ND
cc: Wyatt Engineering Inc.
SECOND
P LA T CE R T I F I C A T E
Certificate for filing Plat of : .
SL}MMERFIELD EAST SIXTH ADD.
In the matter of the subdivision to be submitted to Spokane County for
approval, this company has examined the zecords of Spokane County Auditor's
and Clerk's offices, and tnE records of the- Clerk af the United States
District Court nolding terrns in said county. This Certificate is rnade far
the purpase h,erein specified, and is not to be used as a basis for closing
any transaction. Liability is la.mited to the amount, if any, paid for this
certiticate. From such examination, the company hereby ceztifies the title
ta the following described land, in said Spokane County, to-wit:
THAT PORTION 0IF THE SOUTHEAST QIIARTER AND THE SOL7THWEST QUARTER OF
SEGTION 35, TOWNSFTIP 26 NORTH, RANGE 44 EAST, WIZ,LAMETZ'E MERIDIAN,
SPOKAM COUNTY, titTASHINGTON, DESCRIBED AS FpLx.,OTn7S :
CON4SENCMG AT THE SOUTHWEST CORNER QF LQT 10, BLpCK I S'fTMN.[ERk'ZELU
EAST ACCORDING TO BOOK 17 OF PLATS, pACYE 91 SATD POINT BEING A
5/8" STE$L PIN FROM WHICH A 5/$11 STEEL PIN AT THE NORTHEAST CORNER
OF PLAT Np. 4 OF WE3T FARMS IRRIGATED TRACTS ACCORUING TO BOOK "0"
oF PLATS, PAGE 51, BEARS NoRTH 0° 06'02" WEST, A DISTANCE OF 2610.05
FEET;
THENCE NOR1"H 0° 06'02'' WEST ON THE WESTERLY LINE OF SAID PLAT OF
SUNIMERFIELD EAS'T, A bISTAIVGE OF 1121.63 FEET TO THE NORTHWEST
CORNER OF LOT 1, BLOCK 3 OF SAID PLAT;
THENCE CONTINUlNG NORTH 0° 06'02" WEST ON THE WESTERLY LINE OF
SUNiMERFIELD EAST FIFTH ADDITION A DISTANCE OF 405.00 FEET TO THE
NORTHVlIEST CORNER OF L.0'T 4, BL4CK 24 OF SA(D ADDjTION AND THE PO(NT
OF BEGtNNtNG;
THENCE CONTINUING NORTH 0006'02" WEST, A DISTANCE OF 399.40 FEET;
- legal cont.
Page 1 of 4
Q3/26/03 12:30 FAX 509 926 1519 TRANSNATION TITLE Z002/004
• _
. ,
Order No. SH-257939
legal cont.
THENCE NORTH 901100'00" EAST, A DISTANCE OF 130.95 FEET7
THENCE SOUTH 84 ° 1 Z'3Z" EAST, A DISTANCE aF 38.00 FEET;
THENCE SQUTH 5°47'28" WEST, A DISTANCE OF 28.21 FEET;
T'MENCE NORTH 90000'00" EASr, A DISTANCE OF 100.57 FEET;
THENCE SQUTH 0° OQ'00" EAST, A DISTANCE OF 35.77 FEET;
THENCE SOUTH 62001'30" EAST, A DISTANCE C)F 233.25 FEET;
THENCE NORTH 80050'34" EA$T, A DISTANCE QF 182.15 FEET; ,
THENCE NORTH 67 °31'10" EASTr A DISTANCE OF 155.62 FEE7;
THENCE NORTN 76 °27'10" EAST, A DIS7ANCE OF 85.09 FEET TQ THE
NORTHVIIEST CORNER OF LOT 1, BLOCK 19 SUMMERFIELb F-AST FOURTH
ADDITION ACCORDING TO BOOK 2$ OF PLATS, PAGES 21-22;
TMENGE SOUTHERLY ON 7HE WESTERLY BOUNDARY OF SA1D SUMMERFIELD
EAST FOURTH ADDITION TWE FOLLOWING FIVE COURSES:
SOUTH 19°18'07" EAS7, A DISTANCE OF 122.51 FEET TO THE BEGtNNING OF A
372.50 FOOT RADIUS NON TANGENT CURVE, THE CENTER OF WH(CH BEARS
SOUTH 13 ° 55'54" EAST;
WESTERLY ON SAtD CURVE, THROUGH A CENTRAL ANGLE QF 702613811 1 AN ARG
DISTANCE OF 48.39 FEET;
SOU7M 68°37'28" WEST, A DISTANCE OF 9.31 FEET;
SOUTH 21 °2213219 EAST, A DISTANCE OF 45.00 FEEY;
SOUTH 0° 05'00" EAST, A, DISTANCE OF 171.90 FEET TO THE NORTHEAST
CORNER OF LOT 7, BLOCK 23 SUMMERFIELD EAST FIFTH ADDITION ACGORDiNG
TQ BOQK _ OF PLATS, PAGES ;
THENCE WESTERLY ON THE NORTHERLY BOUNDARY 0F SAID SUMMERFIELD
EAST FtFTH ADDlTION TME FOLLOWING NINE COURSES:
NORTH 90 ° 00'00" WEST, A DISTANCE OF 159.82 FEET;
legal cont.
Page 2 of 4 .
03/26/03 12:30 FAX 509 926 1519 TRANSNATION TITLE 0003/004
Order No. SH-257939
legal cant,
SOUTH 71 ° 19'32" WE5'T, A atSTANCE OF 98.14 FEET;
NORTH $7°55106" V11EST, A DiSTANCE OF 105.37 FEET;
NORTH 82 ° 4$'02" WEST, A DISTANCE QF 111.15 FEET;
NORTH 72o5210011 WEST, A DISTAN CE OF 112.56 FEET;
SOUTH 0°00100" EASr, A DISTANCE OF 18.83 FEET;
NORTH 90000'00" WEST, A DISTANCE aF 140.52 FEET;
NORTH 0000'00" EAST, A DISTANCE OF 16.30 FEET;
N4RTH 90 ° 00'00" WEST, A DISTANCE OF 164.14 FEET TO THE PO1NT OF
BECINNING. Situa#e in the County of Spokane, State of Washingron. VESTED fN:
FIVE FIFTY, LLC., a Washingfion Limited Liability Campany_
EXCEPTIONS:
1. Taxes and assessments, if any, no search having been made thereof, as to Parcel Nos.
46354.9050, 46353.9074.
Parcel Nos. are provided from the latest Assessor's Maps available to the Company. Said
parcel numbers are not a matter of the pubiic record therefor, the Company makes no
assurance as to validity or accuracy relating thereto.
2. Liabiiity to future assessments by Treniwaod lrrigatian District No. 3.
3. Reservations contained in deed, recorded on October 20, 1886 under Recording No. 946, as
foflows:
Reserving and excepting from said lands such as are now known, ar shall hereafter be
ascertained to contain coal or iron, and also the use of such surface ground as may be
necessary for mining operations; and the right Qf access to such reserved and excepted coal
and iron lands for the purpose of exploring, developing and working the same.
Page 3 of 4
, 03/26/03 12:30 FA% 509 926 1519 TRAiVSNaTIOV TITLE 1@004/004
. ~ f
Orcler No. SH-257939
4. EASEMENT AND THE TERi1115 ANa CONDITfONS THEREOF: GRANTEE; Trentwood irrigafion District No. 3
PURPOSE: Underground pipeline of the District fior the
tiranspoftation and delivery of watier, of a size not
exceeding 12 inches in diameter
AREA AFFECTED: 10 feet on either wide of #he following centerline;
commencing on West lie of this property 1760.8 feet
North of South sectian line; thence Eat 15 feet to the
Point of Beginning; thence East 645.4 feet; thence
South 1297.4 feet
DATED: January 12, 1966
RECORDED: January 17, 1966
RECORDING NO.: 171 591 C
5. BORDER EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: Public and to Spokane County
PURPOSE: Road . AREA AFFECTEQ: This and other property
RECORDED: April 24, 2002
RECORDlNG NO.: 4718034
6. JOINT NATURAL GAS PIPELINE AND UNDERGROUND ELECTRIC DfSTRlBUTION L.INE
EASEMENT AND THE TERMS AND CaNDITIONS YHEREOF:
GRANTEE: Avisfa Corporation
PURPOSE: Construct, operate and maintain electric distributiQn
line, and necessary fixtures and appurtenances
AREA AFFECTED: This and other propedy
RECORDED: June 19, 2002
RECORDING NO.: 4740419
7. This property may be subject to a charge by Spokane County for sewer construction, referred
to as a Capital Facilities Rate (CFR). This charge is in addifiion to the month(y charge for sewer
services. Please contact the Division of UtilitiES Billing Section for information (509) 477-3604.
DATED AS OF March 18, 2003 at 8:00 a.m.
TRANSNATION ITLE I URANCE CONIPANY
BY I
For service on this order call:
(509) 922-2222 (FAX) 926-1519
Sean Heath, Yitle Officer
ekh
Page 4 of 4
, • 'i
Easement Transmittal '
~
~~mcoum
3 Development Services Department
Date: V 2(olo 3 Division of Engineering and Roads
To: . Phone No: 458-6840 (509) 477-3600
Fax (509) 477-7655
From: `jalc1~. Q l~' kS ,~L~ ► r1► 1 rt
~
Land Use File No: Applicant Name:
r~
Project Name: Um ,-,-,Q ~ Q0 <0 EA- Applicant Address: y ~
S: T: R:
Parcel Number: Phone Number:
Road Name: Phone Number:
~Fzm Q . GL) 1 d e, EDO-c'
The following information and/or documents are needed before Spokane County can begin
preparing this easement for your project. Please submit all of the items below to the Plan
Review Engineer noted above. The Right-of-Way Department will prepare the easement
documents for signature; you will be notified when they are complete. If you choose to sign the
documents in our office, there are notaries available for your use. If you choose to have the
documents mailed to you, all signatures must be notarized prior to recording. The Right-of-Way
Department will record the easement after the signatures are complete.
,
PLAT CERTIFICATE, Deed, Deed of Trust, or Conveying Instrument (recorded copy)
LIST OF SIGNATORY NAMES
LEGAL DESCRIPTION of easement area
, .
EXHIBIT of easement area
LEGAL DESCRIPTION of parcel(s) or Record of Survey CZr-%--b
rX Please call when ready. Please mail when ready.
Additional Comments:
cc: Project File
03/26/03 12:29 F_AX 509 926 1519 TRANSNATION TITLE . 0001/004
, , • ~ ,
• fi
TRANSNATION TITLE INSURANCE COMP,ANY
NORTH 7 2 0 ARCOmqE
S POKANE , WASH I NGTON 9 9 212 _
Prepared f or :
Order No.: SH-257939
KJT LLC. CY:arge : $175.00
ATTN: KEN TUFPER 'T'ax: $14.18
N. 122 R.AY~SOND ~
cc: Wyatt Engit2eering Inc.
. SECOND
P L A T CE R T I F I C A T E
Certificate for filing Plat of :
SLJMMERFIELD EAST SIXTII ADD.
In the matter of the subdivision to be submitted to Spokane County for
approval, this companx has examined the zecords of Spokane County Auditor's
and Clerk's offices, and the records of the: Clerk of the United States
District Court holding terms in said county. This certif icate is rnade for
the purpQSe h,erein specified, and is not to be used as a basis far closing
any transactian. Liability is la.mited to the amount, if any, paid for Lhis
certiticate. From such examination, the company hereby cextiiies the title
to the following described land, in said Spokane County, to-wit:
THAT PORTION OF THE SOUTHEAST QUARTER AND THE SOUTHWEST QIIARTFsR OF
SECTION 35, TOWNSFYIP 26 NORTH, RANGE 44 EAST, WIZLAMETTE MERIDIAN,
SPOKANE COIINTY, WASHINGTON, DESCRIBED AS FpLI,OWS:
CQNIlMENCYNG AT THE SOUTHWEST CORNER qF LpT 10, BLOCK 1 SIINlMERFZELD
EAST ACCORDING TO $OOK 17 OF PLATS, PAGL 91 SAID POINT BEING A
5/ 8" STE$L PIN FROM WHICH A 5/ $'9 STEEL PIN AT THE NORTHEAST CORNER
OF PLAT N0. 4 OF WEST FARMS IRRIGATFD TRACTS ACCORDING TO BOOK "0l'
oE PLATS, PAGE 51, BFARS NoRTH 0°06'02" WEST, A DISTANCE OF 2610.05
FEET;
THENCE NORTH Q° 06'02" WEST QN THE yI/ESTERLY LINE OF SAID PLAT OF
SUiUIMERFIELD LAST, A bISTANG5 OF 1121.63 FEET TO THE NORTHWEST
CORNER OF LOT 1, BLOCK 3 OF SAID PLAT;
THENCE CONTINUENG NORTH 0006'02" VIIEST ON THE INESTERLY LINE OF
SUI'VIIItIERF1ELD EAST FIFTH ADDITION A DISTANCE OF 405.00 F'EET TO THE
NORTHWEST CORNER OF L.OT 4, BLOCK 24 OF SAtD ADD{TION AND THE POINT .
OF BEGiNNING;
THENCE CONTINUtNG NORTH 0006'02" WEST, A DISTANCE OF 399.40 FEET;
. iegai cont.
Page 1 of 4
03/26/03 12:30 FAX 509 926 1519 TRANSNATION TITLE 0002/004
. ` , -•,~--1
. ~ _ _Order No. SFi-257939
legal cont.
THENCE NORTH 90°00100" EAST, A DISTANCE OF 130.95 FEET;
THENCE SOUTH 84°12132" EAST, A DISTANCE OF 38.00 FEET;
THENCE SQUTH 5047'28" WEST, A DISTANCE OF 28.21 FEET;
THENGE NORTH 90°00'00" EAST, ADISTANCE OF 100.57 FEET;
THENCE SOUTH Q° 00'00" EAST, A DISTANCE OF 35.77 FEET;
THENCE SOUTH 62001'30" EAST, A DISTANCE OF 233.25 FEET;
T.HENCE NORTH 80050'34" EAST, A DISTANCE OF 182.15 FEET;
THENCE NORTH 67031'10" EAST, A DISTANCE OF 155.62 FEE7;
THENCE NORTH 76 °27'10" EAS7, A DISTANCE OF 85.09 FEET TQ THE
NORTHWEST CQRNER OF LOT 1, BLOCK 99 SUIUiMERFIELD EAS1' FOURTH
ADDITION ACCORDING TO BOOK 28 OF PLATS, PAGES 21-22;
TNENGE SOUTHERLY ON 7HE WESTERLY BOUNDARY OF SAID SUMIUIERFIELD
EAST FOURTH ADDITION TWE FOLLOWING F1VE COURSES:
SOUTN 19 ° 18'07" EAST, A, DISTANCE OF 122.51 FEET TO THE BEGINNING OF A
372.50 FOOT RADIUS NON TANGENT CURVE, THE CENTER OF WHfCH BEARS
SOUTH 13°55154" EAST;
WESTERLY ON SAtD CURVE, THROUGH A CEN7RAL ANGLE QF 7°26138", AN ARC
DISTANCE OF 48.39 FEET;
S0U7M 68°37'28" WEST, A DISTANCE OF 9.31 FEET;
SOUTH 21 °22'32" EAST, A DISTANCE OF 45.00 FEET;
SOUTH 0° 05'00" EAST, A, DISTANCE OF 171.90 FEET TO THE NORTHEAST
CORNER OF LOT 7, BLOCK 23 SUMi1f1ERFIELD EAST F1FTH AdDITION ACCORDINC
TQ BOQK _ OF PL'ATS, PAGES ;
THENCE WESTERLY ON THE NORTHERLY BOUIVDARY 0F SAIa SUMMERFIELD
EAST FEFTH ADDITION THE FOLLOWlNG NINE COURSES:
NORTH 90 ° 00'00" WEST, A DISTANCE OF 159.82 FEET;
legal cont.
Page 2 of 4
03/26/03 12:30 FAg 509 926 1519 TR.ANSNATION TITLE 0003/004
, • • ~
Order No. SH-257939
legat conf.
SOUTH 71 ° 9'1'32" 'IIVEST, A DtSTANCE OF 98.14 FEET;
NORTH 87055'06" WEST, A DISTANCE OF 105.37 FEET;
NQRTH 82 °4$'02" WEST, A DISTANCE OF 111.15 FEET;
NORTH 72°52100" WEST, A DISTANCE OF 172.56 FEET;
SOUTH 0000'00" EQS'f, A DISTANCE OF 18,83 FEET;
NORTH 90000'00" WEST, A DISTANCE OF 140.52 FEET;
NORTH 0000'00" EAST, A DISTANCE OF 16_34 FEET;
NORTH 90° 00'00" INEST, A DISTANCE OF 164.14 FEET TO THE PO1NT OF
BECINNING. Situate in the Gounty of Spokane, State of Washington.
VESTED 1 N:
FIVE FIFTY, LLC., a Washington Limited Liability Company.
EXCEF'TIONS:
1. Taxes and assessments, if any, no search having been made thereof, as to Parcel Nos.
46354.9050, 46353.9074.
Parcel Nos. are provided fram tihe latest Assessor's Maps avaiiable to the Company. Said
parcel numbers are not a matter of the public record therefor, #he Company makes no
assurance as to validity or accuracy relating thereto.
2. Liability to future assessments by Trentwood lrrigation District No. 3.
3. Reservafiions contained in deed, recorded on Oc#ober 20, 1886 under Recording No. 946, as
follows:
Reserving and excepting from said lands such as are now known, or shall hereafter be
ascertained to contain coal or iron, and also the use of such surface ground as may be
necessary for mining operations; and the right af access to such reserved and excepted coal
and iran lands for the purpose of exploring, developing and working the same.
Page 3 of 4
03/26/03 12:30 FA% 509 926 1519 TRAlVSNATION TITLE 1?1004/004
' • f;
r• I v ~ - Order No. SH-25793 9
4. EASEMENT AND THE TERMS AIVD CONDITlQNS THEREOF:
GRANYEE: - Trentwood lrrigation Distric# No. 3
PURPOSE: Underground pipeline of the Disfirict fior fihe
transportation and delivery of water, of a size nofi
exceeding 12 inches in diameter
AREA AFFECTED: 10 feet on either wide af the following GentEdine;
commencing on Wesfi lie of this property 1760.8 feet
Narth of South section line; thence Eat 15 feet to the
Point of Beginning; thence East 645.4 feet; thence
Soufh 1297.4 feet
DATED: January 12, 1966
RECORDED: January 17, 1966
RECORDING NO.: 171591 C
5. BORDER EASEfUIENT AND TME TERMS AND COND[TIONS THEREOF:
GRANTEE: Public and to Spokane County
PURPOSE: Raad o .
ARFA AFFECTEp: This and other property
RECORDED: April 24, 2002
RECORDlNG NO.: 4718034
6. JOINT NATURAL GAS PIPELINE AND UNDERCROUND ELECTRIC DISTRIBUTION LINE
EASEMENT AND THE TERMS AND CONDITIONS YHEREOF:
GRANTEE: Avista Corporation
PURPOSE: Construct, operate and maintain electric distribution
line, and necessary fixtures and appurtenances
AREA AFFECTED: This and other property
RECORDED: June 19, 2002
RECORDING NO.: 4740419
7. This property may be subject to a charge by Spokane County for sewer constructian, referred
to as a Capital Facilities Rate (CFR). This charge is in addition to the month(y charge tor sev+rer
services. Please contact the Division of Utilities Billing Section for informa#ion (509) 477-3604.
DATED AS OF March 18, 2003 ati 8:00 a.m.
TRANSNATION ITLE 1 URANCE COMPANY
BY I
For service on this order call:
(509) 922-2222 (FAX) 926-1519
Sean Heath,l'ftle Officer
ekh
Page 4 of 4
r
-
PLAT NA1VE - - - NO.
aQG fi , r~ _
~ STATiSTICS DATE
, Plat Check Fee ec,)
f-'~= ~~cJ~.a 8
Number of Lots ~2- ;2
Road Miles (New) ~ ub C;L15
Total Area
MAP
North Arrow
Scale
Legend
Procedures & Equipment
Basis of Bearings rp
<
~ S • r_ -
Plat Location By Title V Tl~
Official Signature Blocks o<
Surveyors Certificate (-}Q
Road Names (a-,Ic FLS•A t O\/ C~ 6~)
Road Widths
Adjacent Area I fA F, e
Lot & Block Numbers
RIW Dedication
designated , . I Foot StriPS IoI 3+~f
3 RPS on GLO Corners
Tract X AA4
Lot Areas
Bench Mark ~
~
Closure ~
, DEDICATION
Description (To Map)
Description (To Cert)
Owners c
~ 1_ ~
Certificate to Plat CQ i„(Z Et• t~J, ~
1 Faot Strips /~/~GG Ld 3 !.'3 (QC ~ Z(o
RID - CPR Statement ~
Access Prohibited
R/w nedication 11J (za z:) Fna- 41,~ -lW CPo EA/n l f
DXainage Language
Drauiage Covenant #
Flood Insurance d~.
208 Bonds -$1,000.00 ea 208 PLANS APPROVED C
Private Road Doc. #'s
Private Road Warning Road Plans A T'N ~
Road Bond Improvement
!v~
, Road Bond Inspection
Signed By Engineer
~SM tn
~ .
~ r ~Qc-
M.111 - ~ I - C, - 1 (4 6
~
&Yv~ ~,A)-e e.-,2-4 icf (d ~
~
M&flplatlistck4/40 .
279 I NV S 89 50 46. 0 E 12. 4 t80 11984.39368 10679.10468 5;
ERRUR: inva! id L:oinmand: ptre
55 1 h!V N 00.0 E 0. ~~oet 11984. ~9368 1~r~679. i0468 t, lb
F"ROh1 AhlULE D IS? NUFtT H EAST TCI
P}. 20EF SUM1*1E F?F .C EI_D EAaT 6TH ADD PL.A'T Sl3UiVDRY 3-14-2003 :U. ~ERTQ
AUYU TNVEhtSE
STAFE7 5388. 2454E► 5879. 803E6 1
l. TNV iV 90 00 00.0 W 159. 8200 6388.214546. 3719. 98366 2
2 INV S 71 11 32.0 W 98.1400 5356. 60569 5627. 08380 3
3 INV iV 87 55 06.0 W 105. 37'~0 ~j3614-1a 433]. 5 i5►_'1. 78;v3 4
4 I hl V IV 82 48 02.0 W 1 1 1» 1biZio 5374. ;E+ 287 5411.S0965 5
J INV N 71J J~~ 00w 0 W 112• 5600 ;407w ~.~.1l~.~.226+.y ~.cJ30j■ 94G'86 6
6 I NV S 0 00 00.0 E 18.8300 538,R. E9~~3 5::;03. y448E 7
l IiVV N 90 00 00.0 W 140. b2Ol i3~98u 69263 :'r'lE►3. 42-486 8
8 INV N 0 00 00.0 E 16.3000 5404.99263 516--,. k•~~48~~ 9
9 I hIV N 90 ~c~0 00q 0 I+J 164.1400 5404. 992C,3 4999.28486 10
1o IhIV N 0 06 02.0 W 359. 4000 5804e 39201 4998. 58391Z, 11
11 T NV iV 90 00 00.0 E 130. 9vtc~+Zi 5 8 Q) 4. 3 9 210 1 53350 1:
12 I hIV S 84 12 32.0 E 3P.. Q-0000 5800.55774 51 6i. 3399i 13
1; IiVV S 5 47 28.0 W 29. 2 100 .`,77;:~. 49 1 71 5164. 493tpt52 14
1z► I NV N 90 00 00.0 E. 100.5700 5772.49171 526b. 0E352 35
15 x NV S 0 00 00.0 E 36.7700 5736.72171 5265. kti63S2 16
16 I NV S 62 01 30.0 E 233. 2~~0 5E+27. ~~~734 547i . 0b8E31 17
17 INV N 80 bO 34.0 E 182. 1boo 4:;6b6. ~9b4:j 66zj0. 88737 ia
16 INV fiJ 67 ~S 1 i0e Ql E 1:) b. EE_O Ql 5715.79985 5794.68171 19
19 I h!V N 76 27 10.0 E 8;i. 09vl o 573b. 73190 6877. 404L-E 20
20 INV S ly 18 07.0 E, 1~~. tal00 5 6 2 0 . 1~tSGL 591i. 8~9bl
RAD IAL N 13 55 64.0 W
DELTA 7 2' E ~8. 0 Ll'
RAD I US 372. 5001~1
TAN i? 4, 23 ib
L-ARL 48.3953
RAD IAL iV 21 22 32.0 W
RP 52:58. b6: A4 6007. 58429 22
21 CHORD 5 72 20 47.0 W 48. 361 3 560;.:,. 4420y 3871.81366 23
TAN@PT S 68 37 28.0 W
23 T NV S 68 37 :~D. 0 W 9. 31 00 560`. 044iE3 5863.14608 24
24 I NV S 21 22 32.0 E 45.0000 5560.144217 5879.54766 25
25 I PJV S 0 05 00» 0 E 1.71. 9000 5:~88. 2444`, b879. 7y768
LA'i R DFP, 0.00101 0. 00cyS
.l
26 F-iCLOSE iV 80 -~:F 41.9 E 0.0061 5388.24546 5879.80366
PREC = 1 Ta 447396 Area =290838.56 sq ft 6.67673 ac
FROM AiVGLE DIST NORrM FAST TCl
BI_OCK 27 S I DEL I hJES
AUTO ThiVERSE
5"~'AFT but~~s. 2~►;~',46 ~,Ei 1'9. E~0~~G~~ 1
! I NV N 91D 00 00.0 W 159.8200 5388.24546 3719.98366 2
; TEVV S 71 11 3.2. 0 W 98.1400 5,-~-56. ~~~69 5627.08380 3
3 1 hfV IV 87;.1c5 06■ 0 W 10 J. 3 7GiQ) J36rL~.'cl'331 J :,e`-J21. 78+,5.~3 4
4 I NV R! 82 48 02.0 W 1 1 1. 151Zto 5~~74. 3628'i 541 1. bOy~5 5
5 I NV hl 'i 2 :j C' 0 0. 0 W 112. ti6 00 -j407. 52263 5303. 94486 6
6 I NV S 0 00 00.0 E. 18. 81.;Qyo b388. 6y2~~ 51"t'FO3. 944E16 7
7 dNV 1 Y 90 00.0 W 14k~ •5L:, ~T ~0 5388r67 26a J ,7j1 n e~ r42486 Q
8 I Nti IV 0 00 00.0 E 16.3000 5404. 992F3 5163. r+2-486 9
9 T r!V iV 0 00 00.0 E 16 2. 94k) tcl ;55;j7 a 93263 516, 4248E 27
KAD I AL N 00.0 W
DCL'C'A 108 07 53.0 RT'
RADI US 20.0000
L-AFtC 37. 7450
RAD IA1_ iV 18 07 53.0 E
RP' 5557.93263 5183.412 48r 2;8
27 LNOHD IV b4 03 b6. 5 E 32.3876 5b76.93964 ::,189. 64880 29
TAtV@P,T S 71 52 07.0 E
RA D I A i_ h! 18 07 53.0 E
DEL-r'A 16 33 08.0 R"i'
RAD I US 377. 5~~1"z)
TAhI 54.9106
L I"7 1 , {..i 109.0563
•
RAll IAL hl 34 41 01.0 E
RP 5 2 18. 18 41 5072.17189 4.0
29 CHi7Rn S h ; 33 33.0 r 108.6774 ;t:?8. E0499 5286.98613 31
7AN@PT S 55 1S 59.0 E
RATJ IAL 5 34 41 01.0 W
DELTG 56 03 33.0. LT
RAD I US 422. 500(ii
TAN ;i~24. 9 271
i_°-ARC 41 3. 381 2
RADIAL 6 21 32.0 E.
RF, `,876. 02963 5b27. 407:~6 32
ul CNl7HD 5 S~ 2 IZ) 4:5. a L 397. 0866 ;482. 69281 Z568'l. 39996. 33
l'"AN~~►~T N 68 3-1 28.0 E.
33 INV N 68 37 28.0 E ;'12. 7900 b560. i:d041 5Al9. 5ac4~ 34
34 TiVU S 0 05 00.0 r 1'71. ~~Ok-I 3 38 8. ~:-R ti k~;_;y t58 i9. 8024b 35
LAT tt DEt=I •--0«00513 0. kio 121
35 HCLOSE S 13 13 52.1 E 0.0053 5388.24546 5879. ES0366 1
PREC = 1 TCl 352e04 At^ea _ 8713'7. 48 sq ft 2. ~~*4)40 ac
F ROM ANG!_1= ll I 5'1` NURTI•i LzAST T[J
PLOCK 25 S I DFI.._ T NES
AUTC1 TNVERSE
STpF1T 5404, 99: 63 4999.28486 10
10 INV N Q'+ 0E 02. 0 W 19~.~. 6800 6595. E7`.33 4998. 9tjO22 36
36 T NV N 90 00 00.0 E 73.2200 5b95.6i2~:3. 5072. 17021 37
Rfa Ij AL iV 0 00 00.~~ .F_
DELTA 5 20 14.0 hT
hZAD T US 3'7 l. 5000
TAh! 17.5952
L-ARC 36.1649
RADI RL IV 5 ::0 14.0 E.
RF~ 5L18.17233 507:::.17OL1 38
37 cHoRD 5 87 19 ~j 3. r 35. 15~w~2' tj5y 4. 03568 5107. ;~~a4,,0 39
°t'AN@F'T S E14 39 46.0 E
RAU I AL iV 5 20 14.0 E
DEL"T'A 84 39 46.0 RT
RAD T US 210. 0000
TA!'J 16.21S6
L.-ARC 29.5529
RAD I AL t~ 90 00 00.0 E
RP 5574. 12;::';s9 51 0b. 4P395 40
39 CMORD 5 42 19 tj 3. 0 E 26. 91367 3574. 122309 .~;1 26. 4 2 3 96 41
TAN~.~PT S 0 00 00.0 E
41 I RIV S 0 00 00.0 E. 169. 13eto b404. 99`39 512b.42395 42
42 TIVV tV 90 00 00.0 W 126. 1400 b404. 992.39 49`39. v8395 4;
LAl" & DEP, 0.00024 0. Otc~0y 1
43 HGLGSE N 75 08 26.0 E 0.0009 5404. ~9263 4999.28486 10
G'REL = 1 TO 660477 ArNa =a3951. 06 sq ft Q,). ;,~,4'~84 ac
FROM AR►GLE D1 ST NClRIF-I E.AST
BLOC1: 26 5 T DELI tVE:S / ~
AUTI~ II~VERSE
s-rHR-r 5 8 0 4. 1-1.9 2 0 1 4998. 5q~90 11
A 1 1 1 Y Y 114 l Y1 L, ~L. X. Y_. • K. f- 1 V -W • J %.J Y."L.• ! J lJ K.' -I ■ V J 1._ IG'• b V i b... :..1 v v .r R.• s ti
1 t_=: I NV s 5 47 28.0 W 40. 7`►=_'O►Zi a7E+3. 8%983 5125.42518 44
44 INV 0 00 00 G 104. 46K.~ Q) *5 6 9Ml 1~7 ~J 41. +..1 1 {7 4
~t~tll I G~L~ tV 90 00 0~1io
DELTA 94 18 35.0 RY
RAI'.~ I lJS ; CA. 00Q~0
I"FaN 21.5639
L°AkC 32.9203
RAD TAL S 4]. 83ti. 0 W
RF, 5Eb9.419A3 5105.42518 46
45 CHORD S 47 09 17.6 W 29.3218 t5639.47639 S103, 9222;-, 47
TAN@PT IV 85 41 25.0 W
RAD I AL iV 4 1835. 0 E
DELTA 4 18 35.0 LT
RAD T lJS 4`2. 5000
7F•1N 15.8975
I_--ARC 31.7800
RAD IAL N 0 00 00.0 E
RF, 5218. 171 05 5072. 1%2222 48
47 CHORD iV 87 ZiO 42.5 W 31.7725 5640. 6710~ t5012. 17222 49
TRN@F'Z' h! 90 00 00. 0 W
49 I NV hl 90 00 00p 0 W 7~S. ~WO bE40. E71 05 4998.87222 ;:,LA
50 I1 V Y I V V. 00' 02.0 W 163.7200 ..a Q Wt 4■ 3 ~ ~ 6- 0 4998. t58488 5A
L1"7 1 & DEP 0■ 00iLJ LJ ...-0w 00K. 7 8
51 H l.. LOJE 1 V 8 48 43.4 W 0•0016 580"i r391. 01 4998.b8390 11
FIREC = i Tl~ 369E95 Hr,ea 20779.79 sq ft 0.47704 aC
FRQN1 AfJGL..E U 1 S°i IVOR`i H EAS`C T(:1
_au~ru INW E RsE ~3l~c. K ~ ~ ~ Pr;:L lnrfS
-raTART .`a77c:. 49171 5164. 493'52 14
14 I1VV iV 90 10 00.0 C 100. 57t2+0 67'7b:::,, 49171 :.:i265. 063:,+R2 1s
1: I NV 5 0 0 ~ tZ~0. Q~ 77~.10 5736.72171 5265. 06~ ~t2 16
].E TidV 5 62 01 :W). 0 E 233. ►~~;~~0 ~627. ~;~►734 6471. O:j?~~31 17' 17 I NV h1 80 50 34.0 E, 1 E3Z: . 1:.,tZzt'[+ b 6 L:a6. :'9 fi4~, b6biLt. 8Ft7;-;7 18
18 IiVV IV 67 3, 1 10.0 E 155. 6 : 0. fr.~ 5 7 i:~. 79 9 8 b 5794. 681 /1 19
19 INV hl 7E 27 10.0 E 85.0900 b73b. %vi"~0 58?'?. 4k142E 2CA
20. 1NV S 19 18 07.0 ~ 122« 5100 6620.108212 5917.89951 21
kAD ! AL N 13 5; 54.0 W
UEL I'A 7 46 38.0 I_T
unn z us 372. b~~O
TAN 24.2318
L--ARC 48. ;~353
RAD I AL iV 21 22 32.0 W
RP 5258. `,C5B4 600-1. 5&429 22
21 CHQRD S 72 20 47.0 W 48.3613 :J605. 44,20y ~:;a l i. 81 5h6 23
7Rhl@F'T S 68 37 28.0 W
23 IIVV 5 68 37 28.0 W 9. ;IO~.~ 5E02. 048?8 5A63. 14~08 P4
24 T iVV S 68 37 28.0 W 212. 7900 5b24.49118 ;664. 99361 52
KAD I AL S 21 22 32.0 E
DELTA 66 0; 33.0 RT
RAD I US 377. 5000
TAN 2~c~0. 9 l~14
1...-ARG 369. 3b::'4
RAD IAL S 34 41 01.0 W
RP 5876. 02~~49 5,-21. 402ac) b3
~ c 566 r~ v c • w ~
~ C I-it~ R D iV ~3 ; , ~ `1 4 rw . W ~t . 79 2 . ~ . ~ ~ ~ E► ..~:.5 ~ . ,..~A t3,a...i 4
TAN@PT ht 55 18 59.0 W
RAI7 I AL N 34 41 01.0 E
DEL"I"A 20 07 19.0 LT
RfaD 1 U5 422. 5000
TWN 74.9618
L--ARC 148.3795
RAU IAL Iti! 1z► 42.0 E.
f\ F, 52,1 L7 w1I801 J 07cl'w16I1A.» 55
54 CH 0 R L/ 1 V 65 122' ~`Je V R 5 W 147.6182 tj62/ w 10C` 3Y.' J. i*8• 39286 b6
1 n 1 1% ti r ~ #'1 r+..e s vv c.•
RAD T AL 5 14 42.,Zl W
UEL`i'A 75 26 18.0 kT
RAb I U5 20.0000
TAN 15.4684
L--ARC ;-:6. .3329
RRI:J XAL N 90 00 00.0 W
RF, 5646.46385 5183.42129 57
56 CHORD iV 37 43 09.0 W 24.4717 .J64L~ . 463R 5 516 3. 4` I 29 58
TAhl@P'T N 0 00 00.0 E
5Q 1 14 V { V 0 00 00.0 E. 1 15w 5000 5761.96385 51 6~..! ■ 41 '1 LJ 57
59 T hIV N 5 47 25. 0 E 10. 6800 Z5772'. 49995 6164.48884 612)
LAT & DCF' 0. 00 186 0. ~.ti0-469
60 HC'LOSE IU 68 21 19.4 E. 0.0050 5"/720 49171 5264. 4C3352 14
F'REC = 1 TO 368140 At^ea = 103838.61 sq ft ►.38381 ac
FROh1 ANGLr DTST NtJRFM EASf TO
CEEVTERI.._ T NE CALV I id RUAD
AUTl7 I NVERSE.
START 5404.99263 5163. 42r+86 9
5 I NV iV 90 00 00.0 W 19.0000 z:;404. 9926; 3144.42466 61
61 TiVV hl 0 olzi 00.0 E 206. E000 b611. ~~263 5244. 424g6 62
62 IiVV iV 0 00 1410.0 E 131. s3~.~0 ;=,'762. 92263 5144. 42486 63
6; IhlV N 5 47 28.0 E 39.7600 5802. 4 19'71 5148, 43.E i2 64
64 IhlV S 84 12 32.0 E 19. 0000 ;;~8v.10. ;362;j7 5167. 33976 65
LA'T & DEP °-0. .~4~3 0.00021
6; HC:L.OSE S 2 31 16.3 E 0.0048 5~00. 55774 5167. 3~;9y7 13
PFtEC = i TO 90080 iVo Area
F'RGlyt AhfGLE U 1S"E hlC1K-t H EAS"! TC!
CEiVT'ERL I NE CRt7WiV AVE WEST OF CALV I iV RClAi3
AUTa INVERSE
S7ARl" 561:1. 5926v 5144. 4`486 62
RAD I AL h! 10 24 24.0 E
DFL"fA 10 24 24.0 L7
RAD I US 400. t7_i000
TAIV 36.4263
L.-ARC 72.6522
RAT7 T AL IV 0 00 00.0 E
RF' 522-'.' 18. 172 44 507CP. 17143 66
62 CNORD iV 84 47 48.0 W 72.5524 ~J618.17244 :5Q)72. Z r' 143 67
TAN@P[ hl 90 00 00.0 W
67 I NV tV 90 00 00.0 W 73.2600 't..61 8, 17244 4998.91143 E+8
68 INV S ~ OC, 1412.0 E 2 Z 5 0 v) Q) 5~9ZS. 67248 4998. 9'5~c~y1 69
LAT & 1}E P -0.00014 0. 1*4)007 0
69 HCLnSE S 78 21 42.8 W 0. 0007 55 9',•►. 6 i2 .;3 4998.95021 36
F'REC = 1 TO 233292 i`Jo Ar,ea
F ROM ANtaLE U 1S°i NCJRTH EAST 1 t.i
GF iVTERL I NE CROWN AVE EA51' UF CHL_V N
AUTO ItVVERSE
S7pRT b61 1. 59263 5144. 4i,::1P66 Ev
RAD I AL N 10 24 24.0 E
DELTA 24 16 37.0 RT
RAD I tJS 400. ~~00
TAIV 86.0335
L-AliC 1E9. 4850
RADIAL iV 34 41 01» 0 E
RP b218. 1i244 5072-:,, 17143 66
62 CHORD S 67 27 17.5 E 168. 2201 5547. 09518 5;299. 7951 6 70
TAhI@PT S 55 18 513~ " E ~
RAD I AL 5 34 41 W
DELTA 03 3 LT
TAIV 212. 946Es
L-ARC 3 9 6 8
RADI AL_ S 2 1 22 E `
RF' 587E+. (Zi 1 9i? 552I. 40689 71
70 CHORD S 83 20 45.5 E: :7373. 9419 1ti~'.a171.►. 6.3 3.16 :aC-+ 73. 198 i k~ 72
-rAN~.~PT IV 68 37 26.0 E
72 IhiV N 68 37 28.0 E 212.7900 5581.09096 5871» 3"J116 73
73 I tVV 5 2 1 22 32.0 E 2 21. t5 0 k~~ ~560. 138 Y0 ti879. 55197 74
I_faT R .UEC=' t'lt. 0~.~5;7 -0. 004-31
74 HCLOSE tV 37 42 56.4 W 0.0070 5b&0. 1w427 5879. :,4766 25
F-RCG = 1 TO 113118 No Area
C~~ ~'I f r !
_ E-MO
To: Kenneth J Tupper
From: David A. Berto, L.S. Subject: Plan Review PE 1206F Summerfield East 6`h ADD
Date: March 12, 2003
Our office has received your Plat for review prior to accepting a final Plat. For this department
to continue we need a signed agreement to pay fees to the County Engineer. If you have any
questions call me at 477-3600. Thank you for responding to this matter.
cc John Pederson
Wyatt Engineering
File
. ~
~
~
~
~
S P O K A 1-4 E
C O U N T Y
4
A DIVISION OF THE PUBLIC WORKS DEPARTIvIENT
DNISION OP PLANNIIVG
RECEVED
F E B 2 5 2003
SPOKANE COUNTY ENGINEER
MEMORANDUM
TO: Spokane County Assessor's Office; Andrea Sandvik
and~y ' ! 11
FROM: Marti Buck
. For John Pederson, Planning Supervisor
DATE: February 25, 2003
SUBJECT: Proposed Final Plat of Summerfield East 6`h Addition, PE-1206-78
Parcel No. 46354.9050
Attached is a copy of the Plat Certificate for the above-referenced proposed final plat.
Please review and forward any comments you may have by March 11, 2003. If you have
any questions you may ca11477-7212.
Thank you. ,
Attachment: Plat Certificate MAIL S'POP PWK-1 • 1116 W. BROADWAY AVEIWE • SPOKANE, WASHINGTON 99260-0220
PHONE: (509) 477-7200 9 FAX: (509) 477-2243 • TDD: (509) 477-7133
. \
~ •
j , RECEVED
a
. TRANSNATION TITLE INSURANCE COMPANY FEB 2 5 2003
NORTH 7 2 0 ARGONNE S POKANE , WASHINGTON 99212 SPOKANE COUMY ENGINEER
Prepared for:
. Order No.: SH-2-57939 -
KJT LLC. Charge: $175.00
ATTN: KEN TUPPER Tax: $14.18
N. 122 R.AYMOND cc: Wyatt Engineering Inc.
RECEIVED
P L A T C E R T I F I C A T E SPOKANE COUNTY
Certificate for filing Plat of : . , FEB 2' 2003
SUMMERFIELD EAST SIXTH ADD. DiV1SI0N OF PLANNING
. In the matter of the subdivision to be submitted to Spokane County for
approval, this company has examined the records of Spokane County Auditor's
and Clerk's offices, and the records of the Clerk of the United States
District Court holding terms in said county. This certificate is made for
the purpose herein specified, and is not to be used as a basis for closing
any transaction. Liability is limited to the amount, if any, paid for this
certificate. From such examination, the company hereby certifies the:title
to the following described land, in said Spokane County, to-wit:
THAT PORTION OF THE SOUTHEAST QUARTER AND THE SOUTHWEST QUARTER OF
SECTION 35, TOWNSHIP 26 NORTH, RANGE 44 EAST, WILLAMETTE MERIDIAN,
SPOKANE COUNTY, WASHINGTON, DESCRIBFD AS FOLLOWS: COMMENCING AT THE SOUTHWEST 'CORNER OF LOT 10, BLOCK 1 SITNIIKERFIELD
EAST ACCORDING TO BOOK 17 OF PLATS, PAGE 9, SAID POINT BEING A
5/ 8" STEEL PIN FROM WHI CH A 5/ 8" STEEL PIN AT THE NORTHEAST CORNER
OF PLAT NO. 4 OF WEST FARMS IRRIGATED TRACTS ACCORDING TO BOOK "O"
OF PLATS, PAGE 51, BEARS NORTH 0°06'02" WEST, A DISTANCE OF 2610.05
FEET;
THENCE NORTH 0006'02" WEST ON THE WESTERLY L1NE OF SAID PLAT OF
SUMMERFIELD EAST, A DISTANCE OF 1121.63 FEET TO THE NORTHWEST
CORNER OF LOT 1, BLOCK 3 OF SAID PLAT;
THENCE CONTINUING NORTH 0006'02" WEST ON THE WESTERLY LtNE OF
. SUMMERFIELD EAST FIFTH ADDITION ACCORDING TO BOOK _ OF PLATS,
PAGES , A DISTANCE 4F 405.00 FEET TO THE NORTHWEST CORNER OF LOT
4, BLOCK 24 OF SAID ADDITION AND THE POINT OF BEGINNING;
THENCE CONTINUING NORTH 0006'02" WEST, A DISTANCE OF 399.40 FEET;
legal cont. Page 1 of. 4
; ' .
.
, -
Order No. SH-257939
- legal cont. •
T'HENCE NORTH 90 ° 00'00" EAST, A DISTANCE OF 130.95 FEET;
THENCE SOUTH 84 ° 12'32" EAST, A DISTANCE OF 38.00 FEET;
THENCE SOUTH 5047'28" WEST, A DISTANCE OF 28.21 FEET;
THENCE NORTH 90 ° 00'00" EAST, A DISTANCE OF 100.57 FEET;
THENCE SOUTH 0000'00" EAST, A DIS ANCE OF 35.77 FEET;
.
THENCE SOUTH 62 ° 01'30" ES , A DISTANCE OF 233.25 FEET;
THENCE NORTH 80°50134" EAST, A TANCE OF 182.15 FEET;
~
. THENCE NORTH 67 ° 31'10" EST A DISTANCE OF 155.62 FEET;
THENCE NORTH 76027'10" EAST, A DISTAiVCE OF 85.09 FEET TO THE
NORTHWEST CORNER OF LOT 1, BLOCK -19 SUMMERFIELD EAST FOURTH
ADDITION ACCORDING TO BOOK 28 OF PLATS, PAGES 21-22; •
THENCE SOUTHERLY ON THE WESTERLY BOUNDARY OF SAID SUMMERFiELD
EAST FOURTH ADDITION THE FOLLOWING F1VE COURSES:
SOUTH 19 ° 18'07" EAST, A DISTANCE OF 122.51 FEET TO THE BEGINNING OF A
372.50 F OT RA TANGENT CURVE, THE CENTER OF WHICH BEARS
SOUTH 3 ° 55'54" EAS WESTERLY O AID CURVE, THROUGH A CENTRAL ANGLE OF 7°26138", AN ARC
DISTANCE OF 48.39 FEET;
SOUTH 68°37'28" WEST, A DiSTANCE OF 9.31 -FEET;
SOUTH 21°2232" EAST, A DISTANCE OF 45.00 FEET;
SOUTH 0005'00" EAST, A DISTANCE OF 171.90 FEET TO THE NORTHEAST
CORNER OF LOT 7, BLOCK 23 SUMMERFIELD EAST FIFTH ADDITION ACCORDING
TO BOOK OF PLATS, PAGES ;
THENCE WESTERLY ON THE NORTHERLY BOUNDARY OF SAID SUMMERFIELD
EAST F1FTH ADDlTION THE FOLLOWING. NINE COURSES: NORTH 90 ° 00'00" WEST, A DISTANCE OF 159.82 FEET; iegai cont.
Page 2 of 4 .
. , •
Order No. SH-257939
legal con#. SOUTH 71 °11'32" WEST, A DISTANCE OF 98-.14 FEET;
fVORTH 87 ° 55'06" WEST, A DISTAiVCE OF 105.37 FEET;
NORTH 82048'02" VlIEST, A DiSTANCE OF 111.15 FEET;
NORTH 72 ° 52'00" WEST, A DISTANCE OF 112.56 FEET;
SOUTH 0000'00" EAST, A DISTANCE OF 18.83 FEET;
NORTH 90 ° 00'00" WEST, A DISTANCE OF 140.52 FEET;
NORTH 0000'00" EAST, A DISTANCE OF 16.30 FEET; NORTH 90 ° 00'00" WEST, A DISTANCE OF 164.14 FEET TO THE POINT OF BEGINNIMG.
Situate in the County of Spokane, State of Washington.
V C D`I N!.__-.-----
F1VE FIFTY, LLC., a Washington Limited Liability oC pany.
E E TIONS: --F~-
1. Taxes and assessments, if any, no search having been made thereof, as to Parcel Nos.
46354.90501 46353.9074.
Parcel Nos. are provided from the latest Assessor's Maps available to the Company. Said
parcel numbers are not a matter of the public record therefor, the Company makes no
assurance as to validity or accuracy relating thereto.
2. Liability to future assessments by Trentwood Irrigation District No. 3.
3. Reservations contained in deed, recorded on October 20, 1886 under Recording No. 946, as
follows:
Reserving and excepting from said lands such as are now known, or shall hereafter be
ascertained to contain coal or iron, and also the use of such surface ground as may be
necessary for mining operations; and the right of access to such reserved and excepted coai
. and iron lands for the purpose of exploring, developing and working the same.
Page 3 of 4
s , •
.
Order No. SH-257939
4. EASEMENT AND THE TERMS AND COND1TlONS THEREOF: GRANTEE: Trentwood Irrigation District No-. 3 PURPOSE: Underground pipeline of the District for the
transportation and delivery of water, of a size not
exceeding 12 inches in diameter
AREA AFFECTED: 10 feet on either wide of the following centerline;
commencing on West lie of this property 1760.8 feet
North of South section line; thence Eat 15 feet to the
Point of Beginning; thence East 645.4 feet; thence
South 1297.4 feet
DATED: January 12, 1966
RECORDED: January 17, 1966
; RECORDI NG NO.: 171591 C
5. BORDER EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: Public and to Spokane County
PURPOSE: Road AREA AFFECTED: This and other property
RECORDED: April 24, 2002 RECORDING NO.: 4718034
6. JOINT NATURAL GAS PIPELINE AND UNDERGROUND ELECTRlC DISTRIBUTION LINE
EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
1. .
GRANTEE: Avista Corporation
PURPOSE: Construct, operate and maintain electric distribution
line, and necessary fixtures and appurtenances
AREA AFFECTED: This and other property RECORDED: June 19, 2002
RECORDING NO.: 4740419
7. This property may be subject to a charge by Spokane County for sewer construction, referred
to as a Capital Facilities Rate (CFR). This charge is in addition to the monthly charge for sewer
services. Please contact the Division of Utilities Billing Section for information (509) 477-3604.
DATED AS OF January 28, 2003 at 8:00 a.m.
TRANSNATIO~4or SURANCE COMPANY
BY A~L l 1
For service on tcall:
(509) 922-2222 (FAX) 926-1519
Sean Heath, Title Officer
sc
Page 4 of 4
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' - ~ 4588714
05~18j2001 ~~;W
. TRANSlJATiM_ TT11 F iNS t'll Atl 514.Qfl Snnkane Ce. Wb
AFTER RECORDINCi RETURN TO: •
W I'THERSPOON, KELL.EY, DAVETJPORT 8t TOOLE PS
ATTN: Stanley R. Schul~
422 W. Riverside Avenue '
I 104 U.S.BANK BLDG.
SPO}CANE. WA 99201 '
~-)140~
~
COVER SBEET FOR: Statutory Warranty Deed
Grantor: Bruce Butler and Judith A. Butler, husband and wife; May Anrl Wilharm; Willard
Hewson anci Loretha Hewson, husband and wife; and Kenneth Tupper and Sharon
Tupper, husband and wife Grantee; Five Fifty, LLC, a Washington Limited Liabilifiy Company
Abbreviated Legal Description: Portion of Section 35, T.26 North, R.44 EWM Fuil Legal on Page: 6 and 7 -
Tax Parcel No: 46354.9022; 46351.9005; 46351.9049; 46352.9052; 46352.9066;
463 53.9074; 463 54.9050
! • r 4588714
~~18)200i o04:55P
AFTER RECORDING RE7URN TO: TfiA1JCUTTAH tiTi F TNS fYl M 41d M Cnnkana Cn T+1
STANLEY R. SCHULTZ
Withecspoon, Kelfey, Davenpon & Toole, P.S.
422 W. Riversidc Avenue
1100 U.S. Banic Building .
Spoianc, WA 99201
STATUTORY WARRANT-Y DEED
7'HE GRANTORS, BRUCE B. BUTLER and JUDITH A. BUTLER, Husband and Wife, as to an undivided
fifly percent (50%) interest; and 1ViARY ANN WILHARM, as her sole and separate property as to a twenty-five percent
(25%) undivided interest; artd WILLAR.D A. HEWSON and LORETHA HEWSON, hushand and wife, as to an
undivided one--eig,hth (1/e) interest; and KENNETH J. TUPPER and SHARON L. TUPPER, husband and wife, as to
an undivided one-eighth ('/s) interest for and in consideration of Ten Dollars ($10.00) and other good and valuable
consideration; conveys and warrants to FIVE FIFTY, LLC, a Washington Limited Liability Company, the following
described real estate, situated in the County of Spokane, State of Washington, together with all after acquired dtle of
the GRANTOR(S) therein: "
See aiiached legal description set forth fully in Exhibit "A".
~
! SU13J ECT TO 1) Reservations contained in deed recorded on October 26, 1886 vnder Recording No. 946;
~ 2) R.ight to make necessary s)opes for cuts or ftlls as granted by Deed recorded as Document
~.eNo. 432623;
y 3) Easement granted to Spokane Valley Land and Water Co. as recorded on May 26,1911
under Recording No. 324569;
; 4) Easement granted to the United States ofAmerica as recorded on January 19, 1943 under
Recording No. 572309A; .
~ 5) Easement granted to Trenhvood Irrigation District No. 3 as recorded on January 17,1466 '
: s under Recording No. 171591 C;
6) Easement granted to Inland Power and Light Co. as recorded on June 26, 1978 under
Recording No. 7846260065; and '
7} Other Easements, restrictions and reservations of record.
N WITrtESS WHEREUF, this instrument has been executed this _jj-'I"day of ~Gt , 2001.
/
~
Tj
o gRUCE B. BUTLER✓ J JUD A. BUTLER
~
~
~
~
Lr-
:L
tD •
G:ISRSYRJppERlFive Fiiy LLGLad Wvrenty Derr: wpd
WiLLARD A. HEWSQN 'L6RETHA HEWSO?d
~ ~ ! 7 l
MARY WILHARM KENNETH J. TUPPER
7Zf~,~~a.~
~
~
~
SHARON L. TUPPER STATE OF WASHlNGTON )
)ss• . '
County of Spokane )
I certify that 1 know or have satisfactory evidence that BRUCE B. BUTLER is the individuai who appeared
before me, and said individual aclaiowledged to me that he signed this instrument, and he acknowledged it as his free
and voluntary act, for the uses and purposes mentioned in this instrumenL
~
DATEU th is day of //Ltiqi , 2001.
1
PATS/y~~~t NOTAR PU~ht AS GTON
~ g~ SV~'••.~Residing aL 'a r
'6 F~9 ,~y~~,l MY aPPointmen Expires:
;V:o NOTAR~' m•~; 1 (n: /
STATE OF WASHINGTON PIJ6UG %
I~' S ~ 7 9-~~ r
Caunry of Spokane II% ~
1 certify that I know or tiave sadsfactory evidence that JUDITH A. BUTLER is the individual who appeared before me, and said individual aclrnowledged to me that he signed this instrument, and he acirnowledged it as his free
and voluntary act, for the uses and purposes mentioned in this instrument.
DATED this ~ day of 2001eOTVY . PUB TC .AN FOR WASHINGTON
QAt$y Residing at: .
•`Se,IO jy'' ti1y Appointme t Expires; '7 -t#')4
• ~ I
ST'ATE OF WASHINGTOIv ; NOTARy m~/~
: :
County of Spolcane ; ~j • "uC ~
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14 P~?1812001 o44V
fRbN.SNAtTfiN i1Tl F IIdS (Yl wn sia'M smkanp N WA
. . .
- 4588714 . .
, 45~1812001 o04:56P
. TR6NSNdT1(1!1 TTTI F TNS C11 C 414 M Snnkahv f.n W8
I certifythat I{rnow or have satisfactory evidence that WILLARD A. HEWSON is the individual who appearcd
. before me, and said individual acknowleriged to me that he signed this instrument, and he acknowledged it as his free and voluntary act, for ihe uses and purposes mentioned in this instrument. DATED this 10 day of 2041.
t1 ,~4
o....W,Z16,1
NOTARY P~LIC IIV AND F ASHINQ`1`~I .
Residing ai: "~~0J2 .
i 1_ r~•.~, Oi~ uaa : Q
My Appointment Expires;S,,' •7-
. ; • ~ ui ~
STATE OF WASHIIVGTON ) ' ' . ,t •r; ~ ;
~
)ss.
County of Spokane ) r - •
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' t certify that I know or have satisfactory evidence that L~JRETHA HEWSON is the individual who appeared
before me, and said individual acknowtedged to me that he signed this instrument, and he acknowledged it as his free
and voluntary act, for the uses and purposes mentioned in this instrument.
DATED this !U day of , 2001. U
NOTARY "LIG iT1 AND FOft WA HINGTOTF W-,,%
Res
iding at: ~ My Appointme t Expires; e- Dr;J -
S
TATE OF WASHINGTON - i~':~ ' -r~ ~
~ - ' ~,r y ~ •
~7:
)SS.
County of Spokane
s~rnIllsSbl'~ •
I certify that i know or have satisfactory evidence that MARY ANN WILHARM is the individual who
appeared before me, and said individual aclrnowledged to me that he signed this instivment, and he acknowledged it
as his free and votuntary act, fo~ the uses and purposes mentioned in ihis instrument.
DATED this ~ day of , 2001
Y PUBL INAJ FOR WASHINGTON
NOjA~y Residing at: t~~~,c~.~ ~ • • ~
% N: pU8L1C My Appointrne t Expires; L'CI Z3
~ ~ ~ • O r.
..c~ ~ .
ii~~'F' ce•, 149 STATE OF WASHINGTON S~,ji i~~V0~
County of Spokane )
I certify that I knaw or have satisfactory evidence that KENNETH J. TUPPER is the individual who appeared
before me, and said individual acknowledged to me that he signerf this instrument, and he acknowledged it as his free
and voluntary act, far the uses and purposes mentioned in this instnunenL
G:L5R5ITUPPER1F9vt Fifly LLC12nd Wuncty Decd.wpd
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- ' " 45138714
.
= 0511812001 ~O4;55P
rRbM-WTmH riTi F rN.q rn Wn 3la m smbnp r.n a
DA day of 2001.
~
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~ 0T~lQ ~ N= NO't'ARY PUBL t&A
~FOR
GV~ASHINGTON
• ' - Rejiding at: j
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OIJBItiC
My APPointrnent Expires;
ii~~''•`•;~; t, 2~•'p
STATE~' ~V )
~~/~)ss. . .
Connty of Spokane } 'l5 {Z,,t
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I certify that I know or have satisfactory evidence thaf SHARON L. T'UPPER is the individuai who appeared
before me, and said individua] acknowledged ta me that she signed ihis instrument, and she acknowledged it as her free
and voluntary act, for the uses and purposes mentioned in this instrument ' DATED th is day of 2401.
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~~~~t~~s~j/ ~.'^•'`t I (_,~,'l
Q~: ••••••~j i NOt{-ARY PU$LtjC,, 1N AI4"D FORWASHIiVGTON
~tiss~on~r4~~ ~i Res'ding at: k-A
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; NOrqR~, My Appointment Expires; NG~\;_j_,
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05~18/2441 04:55P • , :
TRANSUTT(llJ. t111 F 1NS txl Wn 41d.(l0 Snnkane (`.n. a ~ .
~
LEGAL DESCRTPTZON ~
~
A port ion of Sect ion 35, Township 26 North, Range .44
East, W.M., more particularly described as follows:
BEGINNING at the South quarter corner of Section 35; '
thence South 89052100" West, 350.40 feet; thence North
30.00 feet to the True Point of Beginning, also common with the Southwest corner of the Trentwood Elementaz-y
School Tract; thence South 89052'0011 West 311.10 feet;
thence Nor`th 0005138" West 2610.08 feet along the Ea9t
boundary of WEST FARMS IRRIGATED TR.ACTS to a point of the .
East-west centerline of Section 35; thence South _
89053'4311 West 1327.40 feet along the East-West
;
centerline of Section 35; thence North 000611711 West 9.51
p
feet to a point of curve on the Southerly right of way of -
Forker Road; thence alon g the arc of a 1401,87 foot
radius curve to the right a distance of 172.23 feet
through a Delta Angle of 7002120", thence South 89°42'41°'
East 489.07 feet; thence along the arc of a 507.66 foot
radius curve to the left a distanc e of 270.59 feet; : .
through a Delta Angle of 300321210; thence North
59044159" East 526.59 feet; thence along the arc of a 2894.77 foot radius curve to the 1 ef t a distance of
630.55 feet through a Delta Angle of 12028'57"; thence
North 47016102" East 2.72 feet; thence along the arc of
a 794.00 foot radius curve to the left a distance of
63.12 feet through a Delta Angle of 4103311811 to intersect
the Southerly right of way of Progress Road; thence along
the Southerly and Weaterly Right of Way of Progress Road
South 75012152" Eaat 677.20 feet; thence along the axc of
a 182.29 foot radius curve to the right a distance of
124.88 feet through a Delta Angle of 39015104"; thence
South 35057' 48" East 948 . 32 feet; thence along the arc of
a 288.38 f oot radiua curve to the right a distance of
i83.13 feet through a Delta Angle of 360231070; thence
South 0025'19" West 2198.29 feet to a point on the
Northerly right of way of Welle9ley Avenue; thence along .
the North right of way of Wellesley Avenue North
890560400 West 935.42 feet to a point conunon with the
Southeast corrier of the Trentwood Elementary School
Tract; Chence North 903.42 feet along the East boundary
of school tract; thence West 700.00 feet along the North
boundary of school tract; thence South 903.89 feet along
the West boundary of school tract to the True Pofnt of
Beginning; (legal description continued)
4588714
PD;1812041 ~ 9:5P
TRAl1.WTifiN_ TITI F 1R ril WI 314.tX1 Snekane Cn. a LEGAL DESCRI PTION ( cont ) : '
EXCEPT a parcel of land in the North one-haZf of said
Section 35, Township 26 North, Range 44 East, W.M.,
particularly described as foilows: . BEGINNING at a point on the East-West centerline of Section
35, that is North 89053142" Eaet, a distance of 1412.87 feet
from the west quarter corner of Sectioal 35; thence continuing
North 89053'421, East, a distance of 60.00 feet; thence North
13050'560 west, a distance of 38.91 feet to a point on the
Southerly right of way of Forker Road; thence along the Southerly right of way of Forker Road, along the arc of a
507.66 foot radius curve to the right, a distance of 58.31
feet, through a Delta Angle of 6034' S3", the long chord of which bears South 76009'02" West, a distance of 58.28 feet;
thence South 13050156n East, a distance of 24.65 feet to the
Point of Beginning;
AND EXCEPT Platted Portions; . ~
.
AI3D EXCEPT any portion of the Northeast quarter of the .
Southeast quarter of the Northwest quarter lying Southerly and
Easterly of Forker Road; Situate in the County of Spokane, State of Washington.
$ND OF sCHBDUL$ "A"
t~~fl4tRf*~*~l~~l~~~liiliM3i~*i~tifiltl~t~t~#tR~tfQ#!*i#~ltft#!M~►il~iff
THE FOLLOWING INFORMATION IS PROVIDED FOR CONVENIENCE ONLY:
(Parcel Nos. 46354.9022, 46351.9005, 46351.9049, 46352.9052,
46352.9066, 46353.9074 and 46354.9050)
(Ptn. 35-26-44)
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the It~in1 OF N6W Y00.K,
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- 5s
• . . , . 'c. . . ` . 7T!Df_~T ADEE D e ~ .
. .x anci in con ;'terat ier, aA. the benEfits i.o be derivec: by 'the g, anLor frcm said :C
-~~ips ~line, the, unclersiQned, sfALTLR A. ANDE12.50td, a sinr,le nc:oes -c:reF~}r grant anci ~
~ -
- ~c I onvey unta 'iTcE;,MiOnT?~ TRRICATION 1JIS'iRICT NO. 3, an z'r'rigata.on ciistrict of ~he' State C
t' • of'idashington, its suc.cessars and assYgns, a i,erpetualright-of-way an0 case,lent on
. . • t,Iie f,allowing, clescribed lan~i siruated in Spokane Cou , , 5t~te o= ~a~hinaton, t~~
-~.constirucfi;.' r•econstruct, otnerate- aaid hiaintain a tir ' pipeline and appurtenances., as
;here.i.nafte.r provided, ta-ivit :
. . . _ . . •
'A. str-anof lanct,' bQing that,' ortzon of BQN:;IE yi~'~, ACRE,a platCed • , . . • are'a' in th~ Soiitli- Italf of Sec'~~.on wnsliip 26 i~'ortti, Fctnge 44 E.h~,~{., -
s:•- : . . '
accoTdinQ to the plat' tlharao£'rcozded 3n tile office o.~ tlie Snolcane' Coi~ntY~~.:,;,. - Aueritor, . lyi,~v_ an ca.t.~er si(le of the cemer l~,nc as herein~..fter describcd
•and..inclucled UeL;-;een twg l~.n.e,s gaxallel to the cen~ter line, said paral:lel• : ~ •
~ . , . .
;o . . .
f:tan~,,~tne~`sute,d at angle5~•-to th~:,fo•1"low~ix~:,-. • . . -
ec~ly~ng ter~ -f eVt:~
~d"escrOed center linet •'Beginni:ng af'fhe south qitaxter corner o.f Section
• • • To,wiiship 26 Narth, Ran,ge:44 E.~~.~i.;thencc South '8~9° SO-I/2' '.'est 66z:d5 ~fe~t; ttienee :~art}i 4°.10-1j2' 4~est 1760.8 feet; thence Noxth 89°~0-1%2~. F.a,st 15.feet
to~~a• 'point w}cich is true -point q£ be~.innin~; thencz conti.nuin~; :~°o~h 89°SO-12~2'
C9-st.-645.4 feet, r,ore oxless, to A point on the norLh-soutlz center lirie of sai.d .
• . ' ` ' 8eczk-bn 35; t3ience South• 89°50-1/2' Ea'st 1297,4 feet, more or Iess, to•a pQ•int' :
. ' ; on- Lhe west right-of-irp-y line of Progress Road. . •
' Up4n said -•,strzp of land the nrantee district, its successars and ass? gns, shall ••have'r
e~ perpetual right `ancl przvilege of constrzactir.g, reconstructi;ig, operating, r-~pairing
and'ma3nt:~i r~ii~g an undergraund pipe3ine of•tne c~istrict. for the transpp~rZ~.~.;i4n~• and .
d'elivery of ►aater,'-of a size. not exceeding. 12 znches ir. dza-metcr. - s'~;. _ , . - - • .
~n.,the exercise: of 'thi.s easenient the ~ra.ntee distxict sha.1.l avoid daruabe t o •c-roas a.nd ~ •
to the.extent reasonnbly gossi,ble and shall pav xeasonable value for. :.nv.,, crops' :
' , , . . . ' •~ctu~:lly destroyec: or danaged`in the exercise of this easeiacrtt. 'Amy fences rernoveci ~r .
,•_;J- _~•1. , . .
d~,o~=damageil-, shall• be rePlacecl. It the paxties arc unable to ai;ree as to thE,amouh-t • .
-of-dArnages.. ta l.e puiu, thc sa~.e sh~.ll be resoive~ Uy ~ rbitration ti:nersb_~ eacn :^4 n i ' 1'+ i r .
4iaa.es• or.e :axbita „r, .t~~ese tc~o arbiters na~,.e a t.~_rd ar..te.. anci the thxee arbiter-s 'ttius .
:•xeach a:~determination by,.niaj'oxity vote, which saic! determinatian. ,shd1 I be.< - ----F~_ -iccft)ted 'rhe par-'-t_ies.
s • • r • • •ii \ . - i f ~ . .
. 3'! • •
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Th~TOVis~:ans of_ th~.s ilYStrwnent shall i~e• bi.nciireg upon an~r ~lessee or tenant. of the
".'pke0iisesof which the striF' of • larid herei.n ciescribeci is a raxt. The payr:ieitt pf '`:'c~a~, dar.tagr:es Ly the.-:g rantee tci the tenant' or 1essee shall constitute perrormanc£• p' ,
grante~e's obligation; t-a pay cron dama-es hercunder, and thecliuisior. of s3id
paY)+tent rci:i crop 'dramages shall bn' a matter to be hanuled between the grantor .4s ,
=
. ~ .~3ridloi~d:'-and lus tenant or lessee. - . . : . • - - .
. - . . . ~
-;Tii -,the,.mafc%ng of any, excavation, in the exercise of tliis ezserient the grantee c3iGtr:.a ..1' '
•shall re.stbre-the surY"ace o£ the ground to L`ne condition it was' in nriox to 'the;"
. . extava*ri; as nearly as rQasoiiably possibTe. • . .
Undeisignvd grantor agrees - to- construct izo permanent ir::nrovements, excegt 'feiz:ces -.=att'sazd; stxip of land }:crein uescribed.
' - ' • :Subj ect, only to the gYant herein made, the possessio;l and use of said strip of .Iand -
•sha.~l .rem'aYn..in the -grantor, -his nei,rs,- Iegal representatives and assigns. . ~
• • . . :rr . . . . - . , • . - . • . : . . - • ' . -
The under,s.igne:t warranLS' t11 n.t' I~e as the owner o£ the prenises o'r c,hicis t;ie stxi•~1.ox
~..:.land; herein describeu is apart, and' that he is a-utlioTizeu to execute rhi.s inst,rwnent.
. . The• ri&~-;~of-way. 2nd easemeYit hexein conveyed sha21 be binding upor, and'inure tv-`the .
_ benefi.t of the Pa:ties hereto, theix heirs, successors, le;al representiatives aar'r~3-?Y •
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~ 4740419
.
~ 0019J2(AZ 411~55A
CAAROll EAS $23.00 Spokane Co. YA
Return Address:
Avista Corporation R E. &6se Tax Exempt
Real Estate Department ~s ~-~9• 2007
P. O. Box 3727 9pokw*CD=ty1yM
_ Spokane, WA 99220-3727 Bv~ qz~_ Ae~~
JOINT NATURAi, GAS PIPELINE
AND UNDERGR4UND ELECTRIC DISTRIBUTION LINE EASF;MENT
For and in consid rataon of Mutual Benefits, the receipt of which is hereby acknowledged,
SS 0 L L LiVe, 54~ L L , having mailing address of
~ a. ~►'10
~ 2 l1l ~ ~S ~ko►rc.,W P~, the undersigned, "Grantor(s)hereby graat(s),
convey(s) and warran#(s) to the AVIST'A CORPORATION, "Grantee", a Washington Corporation, its successors, and assigns, and assorted other Franchised Utilities, theu- respective
successors and assigns, a perpetual, non-exclusive easement on, over, under, along and across,
real pzoperty identified by Assessor Parcel #(s) 4(A'qJ d being located in
the South half (S%z) of Section 35, Township 26 North, Range 44 East, W. Spokane County,
State of Washi.ngton, described as foliows:
See Exhibit "A" attached hereto for descriptions of Parcel 1 and Parcel2
1. PURPOSE. Grantee shall have the right to construct, reconstruct, ogerate, mai.ntain,
repair, relocate, protect, and replace, a natural gas dis#ribution !ine and assorted natural gas
services, together with all necessary fixtures and appurtenances, and au underground electric
distribUtion Iine, together with alI necessary fixtures and appurtena.nces, "facilities", on, over,
under, along, and acToss the herein described property, in aceordance with all applicable Iaws
and regulations. Said easements being strips of land ten (10) feet wide.
2. ACCESS AND DANIAGE. Grantee shall have access over and across the above
described property and adjaining progerty of the Grantor for the purpose of the installation,
repair and maintenance.
. 3. RIGHT OF WAY CLEARING AND MAINTENANCE. Grantee shall have the right
to cut, trim, and remove any and all brush, branches a.nd tzees, including danger trees, on the
Avista Corporation Document No. Page 1 of S
~4740419
- . . ' Pa~e: 2 of 5
~ O6. i9120Q2 11:S
CARROII EAS . $23.44 Spokane Ga, WA
above described properfiy of the Grantor, that in the opinion of the Crrantee, could interfere with
the safe and reiiable operation of Grantee's facilities as described herein, or that couid interfere
with the exercise of Grantee's righis as granted herein.
4. GRANTOR' S USE OF THE PROPERTY AND OTHER GRANTS OF EASENIENTS.
Grantor reserves the right to use and enjoyment of the property described herein, but such use
shali not conflict or interfere with the Grantee's rights herein gxanted. Grantor shaU not
construct, place or ma.i.ntain any building or structures within said easement strip that would
interfere with the maintenance or safe operation of said facilities or that are not in compliance
with all safety and building codes, regulations and laws. Crrantor reserves the right to grant
telephone and cable television andlor communication providers non-exclusive easements in the
described easements for the purpose of constructing, rzpairing and replacing underground
television and cable Iines and equipment, provided that such televzsion and/or cable providers
sha71 be required to cooperate with the Grantee herei.n to maintain reasonable joint use of the
easements. Sinailarly, Grantee agrees to cooperate with such television and cable providers to
mai.ntain reasonabZe Joint use of the easements.
5. SUCCESSORS AIJD ASSIGNS. The rig.hts and obiigations of the parties shall be for
the benefit of and be binding upon their respective successors, heus and assigns.
WITNESS this JC) day of
Crraator's Signature Grantor's Signature
~ ~ ~ , j--> • C,
Print Grantor's Name Print Grantor's Name
Grantor's Signature Grantor's Signature
Print Crrantor's Name Print Grantor's Name
Grantor's Signature Grantor's Signature Print Grantor's Name Print Gra.ntor's Name
STATE OF WASHINGTON )
}5S.
County of Spokane } -
Avista Coxporation Document No. Page 2 of 5
: ' , •
' 4740419
4611912042 o 11~56A
CARROLI FAS $23,40 Spokane Go, WA
I certify that I know or have sa.tisfactory evidence that X;nh44
, is the iZdividual(s) who appeared before
me, and sa.id individual(s) acknowledged to me tllaz he/4k signed this instrument, and heL*r.
acknowledged it as his/lwr free and voluntary act, for the uses and gurposes mentioned iu this
instrument.
DATED this ~ day of tv„A)C , 2002.
Y NOTARY PUBLIC IN AND FOR WASHINGTON
Resid.ing at:
MY APPointment Expires;
•~O w
~ p • • : ~ ,a~' , ,
.
Avista Corporation Document No. Pa.ge 3 of 5
. " , •
4740419
° 06~1912~2 o 11~56A
CARf~It EAS $23,00 Spokane Co, IA EXHISIT uA" SUMMERFIELD EAST FOURTH ADDITION
Easement stripe each being Ten (10) feet wide and located on certain property
described as follows:
PARCEL 1:
A 10.00 toot wide sfrip of land in that portion of the southeast quarter of Section 35,
Township 26 North, Range 44 Eas#, Wiliamette Meridian, Spokane County, Washington,
the southwesteriy edge of which lies 14.00 feet northeas#erly, as measured
perpendicular and radial, from the following described line:
Commencing at the most Easterly comer of Lot 5, Block 15 of Sumrnerfield East Third
Addition as shown per Book 18 of Plats, page 31, said point being a 1/2" steel pin with
plastic cap marked uMoore 18091
Thence North 39°05'40" East, on the northwesterfy line of Lot 1, Block 15 and Lot 2,
Block 16, per said Sumrnerfield East Third Addition, a distance of 182.33 feet to the
Point of Beginning of said line;
Thence North 50°54'20" West, a distance of 32.12 feet to the beginning of a 427.50 foot
radius curve, the cen#er of which bears North 39°05'40" East;
Thence northwesterly on said curve, through a central angle of 7°40'42", an arc distance of 57.29 feet;
Thence North 43°'l3'38" V1Jest, a distance of 265.19 feet to the beginning of a 522.50
foot radius curve, the center of which bears South 46°46'22" West;
Thence northwesterly on said curve, through a central angle of 2°56'32", an arc
distance of 26.83 feet to the terminus of said line.
PARCEL TWO:
A 10.00 foot wide strip of land in that pottion of the southeast quarter of Section 35,
Township 26 North, Range 44 Easf, Willamette IVleridian, Spokane County, Washington,
the southerty edge of which lies 14.00 feet nor#hwesterly, as measured perpendicular
and radiaf, from the following described line:
Commencing at the most Easteriy corner of Lot S,.Block 15 of Summerfield East Third
Addition as shown per Book 18 of Plats, page 31, said point being a 1/2" steel pin with
plastic cap marked yMoore 18091' ;
Thence North 39°05'40" East, on the northwesterly line of Lot 1, 81ock 15 and Lot 2,
Slock 16, per said Summerfiefd East Third Addition, a distance of 182.33 feet;
Avista Corporation Document No. Pa.ge 4 of 5
r ^ J
, • 4740419 •
~~19j2002 oif~56A
GARROll EAS 123,00 Spakane Co, WA
Thence North 50°54'2Q" West, a distance of 32.12 feet to the beginning of a 427.50 foot
tadius curve, the center of which bears North 39°05'40" East;
Thence northwesteriy on said curve, through a central angle af 7°40'42", an arc
d istance of 57.29 feet;
Thence North 43° 1338" West, a distance of 265.19 feet to the beginning of a522.50
foot radius curve, the center of vvhich bears South 46°46'22" West;
Thence northwesteriy on said curve, through a centrai ang(e of 2°56'32", an arc
d istance of 26.83 feet;
Thence North 43°49'S0" East, a distance af 78.14 feet;
Thence North 36°06'23" West, a distance of 30.00 feet;
Thence North 23°59'36" Wesf, a distance of 106.63 feet;
Thence North 36°34'05" West, a distance of 52.37 feet;
Thence North 63 ° 18'27" West, a distance of 49.94 feet; _
Thence North 72°37'40" Wes#, a dis#ance of 103.23 feet;
Thence South 89°55'00" West, a distance of 379.33 feet;
Thence South 70° 18'02" West, a distance of 67.45 feet; Thence South 19°18'07" East, a distance o€122.51 feet to the beginning of a 372.50 .
foot cunve, the center of which bears South 13°55S4" East, and the Point of Beginning
of said southerly line;
Thence westerly on said curve, through a centrat angle of 7026'38", an arc distance of
48.39 fest;
Thence South 68°37'28" West, a distance of 9.31 feet to the terminus of said southerly
line.
All located in the South Half (S1/z) of Section 35, Township 26 North, Range 44 East, W. M.,
Spokane County, State of Washington.
Avista Corporation Document No. Page 5 of 5
r - . . r . . . . . . ~ . ~ - ~ . _
- - - ' - . ' _ , _ = . . • _ . = 47 y 8034
Pa f of 4
44rN1M 10;55A
_ . . . . ' 00 U:4TY EI;GIMEER EAS . S0.04 Scokane Co. 9 -
- After Recoadiag Rehtrn To: Spotaane Conntp Engineet . • . . ' Attn.: Right of WayDepartrnent Dotument Title: Bordcr Faseamzut- . , . .
Crraator(s): FIVE FzFi'Y' L: L. G. A WASflINGTON L7MITED LIABILITY COMPANY ' " . .
. Grantae: GoveLnuienk Caunty of Spokaav - . ' . . . - ' . .
Leg81Dc8cription:' PTN, SF3~, SEC,• 35,. • TWN. 26N,. RG.• 44 EAST. W.M. "
Additipnal I,egal Desaiphoa: See Page 12 ' . .
Aasessor'sTaxPazcelNumber: P'1`N. ;OF 46354.9050 ' - • • - , •
. . Refcience Numbcr. ' . - , .
' Log In Date: 4-19-02 by_ GLORIA , pkepazed by: : RM • ,
_ Purpose: P-1206 D- RFN 2583 • RnadNameft. ' CROWU gflAD
, SPOKANE COUNTY DIVISION OF ENGINEERNG - . . • • ' Spokane County, Washington . . .
~ . . . ,
- - _ • . _ JB;ORDER BASlE1ViEN7C ° . .
IN TIM MATTEZt OF cxowrr; Ro~w . RF NO. 2583 _
. `
KNOW ALL MMN BY TME PRhSENTS, that.dle Grantor(s) FIVE FIFTY, L.x,. c. A , - WASHZNGTON LIMITED LZABILITY COArPANY' "
. i
{ ' .
For and in considerativn of Muhial $ene£tts, the racelpt of which is hereby ackmowledged, grants to the pnblic and toSpokane Colmty, a political subdivision of tlm State'of Washington,4 a .
BORDER BASkN0NT to uss the,following descnbed real pmperty situateii in #he County- of -
Spokane, and the State o£Washington, to-wit: AFFECTS ASSESSORS PARCEL NOt*.: 46354 . 9050 .
EASEMENT IEGAL DE5CR1PTiON FOR 14.00-FOOT BORDER EASENIEN7
'A 14.00 foot wide strip of hnd in that pardon of the sotrteast guatter of Seceon 35, Township 26 North. Range 44 EaA WiRameb _
. Meridan, SQolcane CoUnty,lNeshingtoR the scxrtheity llne of whlch is described as Vavvs: • .
Commendi►g ai the most Easbeily oomef af lot 5, B{ock 15 of SummEtf"i,afd East Tbrd Ad~i'ion as shown per 86olc 18 of P1ats, page -
. ' 31, sald point being a 1/2' sted pin wM pEasfic cap marked'lvloose 18491`.
Thence North 39°0540' EasC on ft northwesterfy fine of Lot 1, Blodc 15 and Lot 2, Blodc 16, pEC sa(d Sumrnerfield East ' Third Addition, a distanca of 18233 f* Thence North 50°54'20' West a distance of 3212 W to fhe beginnfng o# a 427.50 foot radius anre, the center of whiLtt bears NorSfi 39005!4d' East • . . ,
Thence narthwsstedy an sald eum through a central angle of 7°40'd2", ari arc d'rs3ance of 57.29 faet . .
.Thenoe North 43°13'38' West, a distance af 265.19 feet ta the beginrting of a 52250 toat radlus cwve, the center of which
bears South 46°46'22'.West , . .
. ►
Thence northtvesteriy on said curve, dvough a cerstrat angle of 2056'32', an arc clisfance oi Z6.83 teet .
. R. t ciae TiLY Ece:npt -
Da 200 2,^ .
Sp CUU ly ]'C;L),
. ~
~ . ~
4718034
Page: 2 of 4
; , , = i , ~ ; . • ' ~ - . 0412412002 10:55t
('AlfX1Y fNGIM~fA EAS $0.OD Snakane Co. WA
Theru:e North 43°49S0' F.ast, a d'startice of 78.14 feet ' • Thence.Nath 38°06'Z3' West; a distance of 30.00 fset
Thence Narth 23°59'3S' YVest, a distance of 106.63 Feet . ' . . .
, Thence Notth 36°34'05' West, a dist~ of 5237 feet - .
thence North 63°1 877' West, a dlsiance of 49.94 faet_ ' • • • • . . Thence Noith 72°3T40' West, a,d~star~ce of 103.23 • - • ' - ' + . .
• • Thence South 89°55'00' West, a dstarFCe of 379.33 feet
' 7hence South 70°18'a2' West, adstar►ce of 67.45 feet
• •Zhe= Sauth 19°i8'_OT East, a dlstance o(122:51 feet to ft beginning of a 372.50 fout cunre, the cerrtervf wtJch bears '
5outlt 13°6554' East and Ne Point of aeginnirtg of safd souberty OM; . ~ _ .
Thenoe wes" on said curve, thraugh a cent-al angle oi T°2638'. an arc dlstnce of 48.39 teet .
Thence Sauth 68 037'2$' YVest a dsFartce of 9.31 feet m tha terrrtinus of said southeriy Me. ' .
. The Border F,asement as shown heoon is hereby granted to Spokane County and its authorized
agents, and to the Public for Road pi.uposes, .iacluding but not limited to curbs, sidewalks,
disinage, sigttage and other usage deenned necessary by the Spokane County Division of ,
Engnaeering for the safety and welfare of the Public. No fence or portian thereof wiil be
. constructed within said Easeament without permission of the Spokane Coimiy Division o€
Engineerin.g, nor will an.y objects be placed in said Easemeat that would obstruct the sight
distance necessary for safe and efficient vebiculaz movemeuL Any othes Easements graated or
dedicated withia ttiis Bordcr Easement am will be subordinate t,o the rights created by this
Easem.ent and are subjecx to Spokane, Couaty Division of Engineering permit process prior to . usage. . .
Tha Easement and the agreements and duties pravided for herein shall nm with the Iand and shall
be binding on, and shall inure to the benefit of the parties referenced herein; their heirs, _
' sticcessozs and assigns. Tha Crantor(s) or thair successois in interest agree 'to and sbaIl maintain in good repair the
sidewalka, drivewsys aud landscaping to ba instaHed in such propcrty, and when so doing shall
not be considered agents of Spokane County. ,
Spokane Counly shall maintain all diainage inlets, grates, pipes, aud drywells used for the
disposal of public Road drainage.
Y .
. . ' ,
4718034
" Pa e• 3 af 4
: - : : . . . ' ' . 1. _ ~ ' 01~2417002 10:55~A
- ' CcUNiY ENGINEEA EkS 50.60 Sookane Co, YA
IN S'9STEREO , I have herreuato set. ~ --hand(* end seal(g) t2iis •
a~f ~ 2002
. . r .
: sy: sy: ° ' .
KENNETk_J . TCJP~R ~ ~ . ' .
. sTATE oF wASHNG'rorr ) - •
CoUNTY oF SPOKANE ) ss • . ' '
Y ce.rtify th$t I knbw or have satis&ctory, evidence that ICENNErg J. TIIPPER . '
•('islaoaq) tlie indivi.dual(x) who appearcd befom mey and said individnal(j) acknowledged that .
`(helAmAbzcA signed this instiwnent, and aclnowledged it to be iree aad voluntwy: . .
act, bor the uses a.nd purposes mentioned inthe ins6nrmeat .
! .
Dated this a~~? day of 2p 02
' ~~yt.r,.,:,~.f'
. OPFtCf/lL SgAl. • '
~vrtono T. r~oon
noswaY Pu$ • NOT PUBLIC
~.rc -
STATC OP WASrit1'10T0?t'. In and fvrthe State of Washington,
rnr eoU~ 2~ZOO9 ~ rmiding atSpokaae. • '
- My appointrnent expizes _'c/" OJ7
, -
~ - - - - •
y ,
. _ . ~ . - . _ . _ - .
I
4718034
Va e' 4 of 4
0~~24j2DG2 10:5k
CQIJEY EX[NF.S FAS , 0.LO *kane Ca, M.
.aaflr wicx -
rgUPOKW w+nAtAa. ~
VIuK469 EASMA2rr
6
~7,Lu• ~ ~
.
-Nq ~ .
.fa
~,..T
~
~
4
~
A1FY ~
, ~ " ;4~*.;•x ~ ~ ,~~rr,.
:'~~7~
Ok z f w, y~ ~ 7
r
k ~ 6 ~
_.as.~.
12 4
. _ 2
~Q~ ~
~ --r r
1 • ~
14~
P.OB
i _j
A~ ~ r . . 1
~ ~T I
L .~1'k~
- , 14* E30RDER EASEMENT.
SCALE: 1 250 *
'WYATF EHGINEERM, IHC
1220 N. Hvw►aRn sT_
~ s~OKANE, wA 99201
TAx (5D9) 328.-0423
(509) 328-5: 3s
~ 411vO2
, _ _ 679300E►as1w&
S
•
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
TO: Jeff Forry, Department of Buildings
FROM: John Hohman
DATE: Tuesday, April 1, 2003
SUBJECT: B.C.C resolution #01-1093 Implementation (November 6, 2001)
Attached are the accepted Swale Lot Plans for each lot containing a drainage swale/ditch system in
SUA'IlVIEItFIELD EAST 6TH ADD, plat # PE-1206F.
Please give the appropriate accepted Swale Lot Plans to the applicant applying for a building permit on
the lot, so they can draw their house and approach to scale on the lot. We will need this accepted
Swale Lot Plans, and the corresponding $1,000.00 cash surety, in the form of cash, surety bond, postal
money order, cashier's check, certified check, letter of credit, or savings assignment, before we can
issue the approach permit. Also attached are the letter of credit and savings assignment forms.
R
a
y y,
SPOKANE - COUNTY
DIVISION OF ENGINEERING AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT
1026 W BROADWAY, SPOKANE, WA 99260-0170 (509) 477-3600
Swale Lot Plan
"AGREEMENT"
In consideration of the issuance of a building pernut for Lot , Block ,
SUMIVVIERFIELD EAST 6TH ADD (plat) plat # PE-1206F
The Applicant has deposited $1,000.00 with Spokane County Division of Engineering and Roads as security for full and faithful
performance by Applicant respecting the drainage swale/ditch system, sod and performance, and other work as is incidental and
related thereto in accordance with the accepted Swale Lot Plans and specifications as submitted to and accepted by the Spokane
County Division of Engineering and Roads.
The Applicant shall request or cause to be requested a final inspection of the drainage swale/ditch system, sod and performance, by
Spokane County Division of Engineering and Roads. The Applicant shall perform a field test of the drainage swale/ditch system, sod
and performance, by flooding the swale to the design volume of the accepted Swale Lot Plans, in the presence of a Spokane County
inspector. If the drainage swale/ditch system, sod and performance, conforms to the accepted Swale Lot Plans on file with Spokane
County Division of Engineering and Roads, and performs as designed in the field test, Spokane County Division of Engineering and
Roads shall release the deposit back to the Applicant.
The Applicant hereby agrees that should the drainage swale/ditch system, sod and performance, not be constructed in accordance with
the accepted Swale Lot Plans and/or fail to pass a field test within six months of final inspection approval by t11e Division of Building
and Code Enforcement, the deposit shall be forfeited to Spokane County Division of Engineering and Roads. Spokane County may
use the monies forfeited to bring the drainage swale/ditch system, sod, and performance and other work, as is incidental and related
thereto into compliance with the accepted Swale Lot Plans on file with the Spokane County Division of Engineering and Roads. The
Applicant shall also agree to be responsible for any cost incurred by Spokane County in bringing the drainage swale/ditch system, sod
and performance into compliance with the accepted plans, which are in excess of the deposit.
.
DATED this day of 1200
Monies returned to:
NAME OR COMPANY
(Check issued by)
Address:
City State Zip:
Phone:
Signed:
~
r
r
"SAMPLE LETTER OF CREDIT"
"(USE BANK LETTERHEAD)" (BANK NAME
ADDRESS ZIP CODE
. PHONE # AND OTHER INFORMATTON
IRREVOCABLE LETTER OF CREDIT
AMOLTNT: $ 1,000.00 LETTER CREDIT NO.
BENEFICIARY:
SPOKANE COUNTY DIVISION OF ENGINEERING & ROADS
1026 W BROADWAY
SPOKANE, WA 99260-0170
(509) 477-3600
SUBJECT: Swale Lot Plans
LOT BLOCK SUNIMERFIELD EAST 6TH ADD (Plat)
PLAT# PE-1206F. (Development)
We hereby authorize our irrevocable Letter of Credit in your favor, and authorize you to draw on the
(bank), a draft for
one thousand (U.S. Dollars) ($1,000.00), for the account of (applicant).
The draft, drawn under this Letter of Credit, covers the completion of the drainage swale/ditch system, sod and performance and
other work as is incidental and related thereto in accordance with the accepted Swale Lot Plans and specifications as submitted to and
accepted by the Spokane County Division of Engineering and Roads.
Said Letter of Credit to be released to (applicant)
only with the written consent from of Spokane County Division of Engineering and Roads.
Upon written request from Spokane County Division of Engineering and Roads and a copy of the Agreement signed by the
Applicant, the undersigned does hereby authorize (bank)
to pay Spokane County Division of Engineering and Roads the $1,000.00 from the Letter of Credit referenced hereinabove indicating
that the purposes for which the Letter of Credit was assigned have not been fully and faithfully performed as required and a request
from Spokane County Division of Engineering and Roads deems it necessary for the $1,000.00 to be released to Spokane County
Division of Engineering and Roads.
Upon receipt of such written documentation (applicant)
hereby authorizes (bank)
to release to Spokane County Division of Engineering and Roads the $1,000.00 from the Letter of Credit.
Drafts, drawn under this Letter of Credit, shall bear on their face the words Drawn under
DATED this day of 3200
BANK:
Address:
City State Zip:
Phone:
By:
DATED this day of , 200
APPLICANT
Address:
City State Zip:
Phone:
Signed:
w
r
~
ASSIGNMENT
For security purposes only, (applicant)
hereby assigns to SPOKANE COLTNTY DIVISION OF ENGINEERING AND ROADS, a political subdivision of the State of
Washington, the following:
Savings Certificate Number
in the face amount of $1,000.00
and held in and by
Bank of
Branch
This assignment is made by (applicant) for the completion
of the drainage swale/ditch system, sod and performance and other work as is incidental and related thereto in accordance with the
accepted Swale Lot Plans and specifications as submitted to and accepted by the Spokane County Division of Engineering and Roads.
For:
LOT BLOCK , SIJMMERFIELD EAST 6TH ADD (Plat) Plat # PE-1206F
Any interest benefits accruing under said savings certificate shall remain the property of (applicant).
Said Savings Certificate to be released to (applicant)
only with the written consent £rom of Spokane County Division of Engineering and Roads.
Upon written request from Spokane County Division of Engineering and Roads and a copy of the Agreement signed by the
Applicant, the undersigned does hereby authorize (bank)
to pay Spokane County Division of Engineering and Roads the $1,000.00 from the Savings Certificate referenced hereinabove
indicating that the purposes for which the Savings Certificate was assigned have not been fully and faithfully performed as required
and a request from Spokane County Division of Engineering and Roads deems it necessary for the $1,000.00 to be released to
Spokane County Division of Engineering and Roads.
Upon receipt of such written documentation (applicant)
hereby authorizes (bank)
to release to Spokane County Division of Engineering and Roads the $1,000.00 Savings Certificate. .
.
DATED this day of )200
BANK:
Address:
City State Zip:
Phone:
By:
.
DATED this day of 1200
APPLICANT
Address:
City State Zip: ,
Phone:
Signed:
STATE OF WASHINGTON )
:ss
County of Spokane )
On this day personally appeared before me , to me kaown to be
the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same
as free and voluntary act and deed, for the uses and pucposes therein mentioned.
GIVEN UNDER MY HAND AND OFFICIAL SEAL this day of , 200
Notary Public in and for the State of Washington, residing at Spokane
r ,
~
~ 1
SWALES SHALL 8E CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD,
WITH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) DRIVEWAY ENTRY PER LOT.
13' WIDE
~ LOT 2 BORDER
I EASEMENT O~
~ ~
I ~
126.28'
~ SS~ Q Q
Y
3
LLJ
c ~ ~ Q Q Q l-
~
o ~
~
o. Q
~
~ ~ ~ Z Z ~
o 0 °o aI U , - >
m JI m Q
~ F' I ~ I O ~ ~
° Ci- I O ~ °o ~
o (6~
WS
I
~ 126.14'
° PLAT BOUNDARY o- -
C' 10' WIDE ~
~ U7ILITY `n
wAL EASEMENT
~ 4"
_
Li
a O ,Q 29403
~GISTER~
-o
0 ~I~NAL ~
SCALE: 1 "=30' ~
Ln EXPIRES 6/22/ VJ
v
~ ~ ~ ♦
~
(U ENaINEERlNG • SUAVEYlNG • PLANNlIJO • TESTINO
A SUBS1DlARY OF
~ LOT 1, BLOCK 25 _u
IA
Q.LJE31(mI
V)
~ SUMMERFIELD EAST 6TH ADD. 1220N.Ho ARDSNEER_/~VO"t/NC_ 'o' TMAINROAO
~ SPOlCANE, WA 8820f '4LEWlSTON, ID dY501
a PHONE (509) 328S130PHONE (208) 746,2681
Q FliX (509) 328-Ot29 ' FAX (208) 74Fr6823
:3
\ / \ /
~
~
~
~
, 'R
1
A gC
AT BEGINNING OR
END OF SWALE, P- ~ DRIVEWAY TRANSITION ~
SLOPE INTO BOTTOM
AT 4:1
7 TYpE 1 TYPE B CURB
CURB INLET AND GUTTER ~
~ / ~ 1 I ~ li I y ~ y ~ v V V
.Y
- .
FLOW
CENTERLINE OF SWALE
i
DRIVEWAY
~ n A A A
s
~ SIDEWALK ,
a►-
A g C
2 PLAN VIEW OF DRAINAGE SWALE OPTIONS NTS
9
' SP
N
~
~
~
C
~
Y
O
Q.
N ~
Q
03
d'
10.0' 5.0' OR 6.0'
CC)
O
N ,
o ~ 6" THICK CONCRETE TOP OF SIDEWALK
0 2.0' PAD FOR DRIVEWAY IS 0.1' BELOW
~ AND SIDEWALK TOP OF CURB
o
~ SIDEWALK
o. 2% ~ -
; 'l-4
v • 6.1 10;1
v ~
O ' f .R,;~•, ' l,~ .
~ • - r _
`i FINISH SURFACE OF TOP OF SIDEWALK
DRIVEWAY IS 0.55 IS 0,0' BELOW
BELOW TOP OF CUR6 TOP OF CURB
y
Q •
Q
I
L
0)
c
W BOTTOM OF ORIVEWAY
a IS 0.9' BELOW
TOP OF CURB
~
.
wlu
L
v .
EE. '
0
Ln
' 3~ SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
o .
0
tn
0) 9
~
i SP
. • s
/
10.0' 5.0' OR 6.0
s r
CONCRETE
7YPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK IS 0.2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB ~
~
SIDEWALK ~
.
. . , q,;1
~ BOTTOM OF SWALE
FINISH SURF ~ ► TOP OF SIDEWALK
ACE OF IS 1.2 BELOW IS 0.0' BELOW
SWALE IS 0.2' BELOW TOP OF CURB AND TOP OF CURB
TOP OF CURB 2.0' WIDE
SWALE TO BE SEEDED.
NOTES:
1. SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIOE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5 SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4 SP
1
• rY
~
ni
U
~
~
C
0
-y
0
a
N
~ FRAME WALL
Q . .
0
~
00 0
N MINIMUM ELEVATION WINDOW OR
o OF CONCRETE SLAB ~ FRAME WALL
o FOR GARAGE
MINIMUM ELEV.
o OF CONCREf'E WALL
o CONCRErE
~ TYPE B CURB os
~ LOWEST
o TOP OF CURB ELEV. ~ ~ N C ~ ELEVATION
TOP OF CURB ELEV. OR~LIVING
SIDEWALK
o, . . ' . • ; ,
'0 . . . . . ..•r • . •
~ TOP OF SIDEWALK
~ GRASS SWALE OR IS 4.0' BELOW
CONCRETE DRIVEWAY TOP OF CURB CONCRETE
0, SWALE TO BE SODDED. FOUNDATION
w WALL (UNBROKEN)
~
~
0
w •
n
m
~
~
v
E
E
:3
6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
Q
.o
~
i SP
. ~ .
.
i ~
SWALES SHALL BE CONSTRUCTED ALONG THE EN11RE LENGTH OF THE ROAD.
WITH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) DRIVEWAY ENTRY PER LOT.
r sra: , 7+50.0
OFFSET: 27.0' RT
RIGHT OF WAY . INSTALL TYPE A
DRYWELL.
GROWN AVE. ' RIM=2035.46
I
STA: 17+54.0
4
16+45.71 17+00
OFFSET 20.0' RT
14' WIDE _TYPE 1 CURB INLET
BORDER
O 18+p0
EASEMENT NPE B CURB o__
' ~ °?9 •Op. ~
` 73.22' SWALE d=5720~14 ~ Ss. I
L=35.16' ~
~ SIDEWALK
N
~ 10' WIDE UTILITY EASEMENT
~
c
a
~ WS -
cn Q 32.5' BUILDING SETBACK
~ ol I Q Q ~
t
C. o I N~
~
~ m Q
Ln w tj
o c, M ~
CL ~ m o
0 o zl ~
Ln 294 I
R~Gts['M Q-
E~
~!NAL ~ m ~ O
0
o ~ °o oC
s EXPIRES 6/22/ p'~ to ~ + -
~
° ~ S$ Z
~ >
J
0) ~ 126.28'
10, WIDE v
~
; UTILITY
w EASEMENT
~ LOT 1
13' WIDE
Q BORDER
~ EASEMENT SCALE: 1'~=30"
LO
-0
~
~
N ENG/NBER/NO • SURVEY/NG • PLANNfNO • TEST/NO
E
LOT 2, BLOCK 25 'o A S!%BSlD/ARY OF ' ,
♦ ~ a
~ l ` .
~ VvE ~
SUMMERFIELD EAST 6TH ADD. o,OWAROSNEERI~N ~N~~~'01T11A1NROA0` -ti?i
~ SPOKAN~ WA 99Z01 ;q - LElNJSTON,"1D 83501
Q. OHONE (509)2 32B-S1J9 ' PNONF (208) 7<Fr?r61
a FAX (309) 38-04?3 ~j~ FAX (?08J 7I6882S
511 ~iir^i~YiiF_+Y r R t s ' I
N ~ %1/,p~~~"a\~~ _ ♦
O
r-co
. +
►
AT BEGINNING OR A B c
END OF SWALE, ~
SLOPE INTO BOTTOM ~ DRIVEWAY TRANSITION
AT 4:1 TYPE 1
7 TYPE B CURB
CURB INLET AND GUTTER '
/ l I I I I I I ~
v v v v
. ~
FLOW
CENTERLINE OF SWALE - -
DRIVEWAY
A A A A A
, SIDEWALK . 1 .
. A B c
2 PLAN VIEW OF DRAINAGE SWALE OPTIONS NTs
9 SP
i
1
•
`
N
~
1 '
I ~
~
~
0
d
~
~
~
Do
~ 10.0 5.0 oR 6.0
'
~ .
~
~
6" rNrcK coNcReTE raP oF SrDFwALx
~ 2.0' PAD FQR DRIVEWAY ~IS 0,1 ' BELOW
~ AND SIDEWALK TOP OF CURB
~
~
SdVEWALK ,
~ 2%
In 90:1
~ + '.4r• t' r••.4•' r . . w .
r
tc~ FINfSF{ SURFACE OF TOP QF SIDEWALi(
~ DRIU'EWAY IS 4, 55' IS 0, 0' BEZOW
B
, ELOW TOP OF CURB TOP OF CURB
o .
~
~
Cn
c
W
BUTTOM OF aRfVEWAY
a IS 0.9' BELOVY
TOP QF CURB
n
w
~
4
Q[.
C
E
7 {f~
~
` 3 SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
~
rn ~ .
c,
~
~
- 5P
1
I
- + ~
5. 0+ OFS 6, 0' -
CLJIYIIfLG 1 E ~ -
TYPE B CIJRB 5.o' . FINISH SiJRFACE 70P OF SIDEWALK ~ r
IS 0.2' BELDW IS 0.1' BELOW
TOP OF CURB TOP OF CURB
Sf DEWALK ~
. 2%
. j
..f. .
aoTrOM OF sWAiE roP oF SrDEwAiK
fiINISH SURFACE OF IS 1.2' BEl.OW IS 0.0' BELOW
SWALE IS 0.2' BE~OW TaP OF CIJRB AND TOP OF CURB
i'OP 0F CURB 2.0' WIDE
swALE ra BE sEEDED.
NorEs:
1. SWALES SHALL 9E CONSTRUCTED ALONG THE ENTIRE LENGTFI 4F THE ROAD, WPTH EXCEPTION OF ONE 20-F007' WiDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINlMUM SWALE LENG TH REpUIRED - ALONG CROWN AVENUE iS
. APPROkIMATELY 783LF PER E4CH S1DE OF THE RDAD. CALVIN R0AD REQUIRES A MINIMUM SWALE LENGTH DF
APPlROXIMATELY 273LF PER EACH 51DE O1F THE ROAD.
~ SECTIOIV A-A TYP~CAL SWALE CONSTRUCTION NTs
~
sP
, .
i
~
N
'D
~
~
C
0
~
0
a
N
s FRAME WALL
a ~
o 00 N MINIMUM ELEVATION WINDOW OR
o OF CONCREfE SLAB ~ FRAME WALL
o FOR GARAGE
0
MINIMUM ELEV.
o OF CONCRETE WALL
~
o CONCREfE ~ -
TYPE 8 CURB
ti
LOWEST
~ , ;t
0
0 TOP OF CURB ELEV, NY ~ ELEVATION
M OF LIUING
TOP OF CURB ELEV. AREA
~ SIDEWALK
~ • . ' . . . •
' TOP OF SIOEWALK
~ GRASS SWALE OR IS 0.0' BELOW
~ CONCREfE DRIVEWAY TOP OF CURB CONCREfE
SWALE TO BE SODDED. FOUNDATION w WALL (UNBROKEN)
~
o w
a
a~
~
~
v
E
E
n
cn -
' 6 H4USE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
0
0
~
~ g
~
`i SP
~
Z ~
~ 45.0' RIGHT OF WAY , ~ ~
14.0' . 14.0 uWi
~ BORDER 22.5' 22.5' ~
BORDER
~ EASEMENT EASEMENT ~
2,
J
~
. 0
0: J .
~ O
6 W ~
Z ~ 37.0' PAVEMENT WIDTH ~
wo -
3.3' 10 6.7' 2' 18.5' 10.0' 6.0'
_ 6.0 CONCRETE CURB '
~ ~ TYPE "B" ~ 1' ~
WALK 2.11X CROWN SLOPE WZ~K
, 2~°
+ H v'
Y.• I/~J {.t. .~...ie~~ ~~e ~t Y?•~%• ..•*itr'C~.'t' w~+Wt' ~ ► f IlN'~
• i`~-.... J~5 . v .et Y. :'~.i,
2" MIN. CLASS "A" ACP OVER
2" CLASS "E" ACP, COMPACTED DEPTH,
ASPHALT CONTENT 5 3/47 TO
DRYWELL ~(TYPE A OR B) 6 1/4% AS PER D.O.T. SPECS. '
WITH TYPE 4 FRAME & GRATE 6" MIN. CRUSHED SURFACING
AND CATH BASIN TYPE 1 WITH .
TYPE 2 FRAME AND GRATE TOP COURSE COMPACTED TO BE LOCATED WITHIN DEPTH AS PER D.O.T. SPECS. DRAINAGE SWALE.
RIM ELEV. IS 0.7'
BELOW TOP OF CURB NOTES: 10.0' WIDE UTILITY EASEMENTS
1. SEE NOTES BELOW. ARE LOCATED ON EACH SIDE
. OF ROAD BEYOND THE
BORDER EASEMENTS
2 LOCAL COLLECTOR TEMPLATE FOR CROWN AVENUE
4 , NTS .
. SP
SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAU,
WITH EXCEPTION OF ONE 20-FOOT W1DE (TYPICAL) DRIVEWAY ENTRY PER LOT.
13' WIDE ~
LOT 2 BORDER
EASEMENT
r ~ Q
~ 126. 7o' 0
L ml SS o
z° W
m o =
0l W ° ~ ~
0 cr-
m ml Q Y V-U ~ J
I W J m
01 ~ W ~ v
Q-~ (0 ~W3a
32.5' BUILDING SETBACK o
WS j~
N
-O
~ I 0
N ^
c
0 10' WIDE UTILITY EASEMENT CD
-y STA: 35+60.0
a ~ SIDEWALK OFFSET: 22.0' LT
~ INSTALL TYPE B
a I 73.30' SWALE ❑ , DRYWELL
RIM=2036.20
~ TYPE B CURB a=4'18'35"
~~Z•°~2 ,
L-
o :31. 78'
17+00
o ~ - 18*00
~ ~ 14' WIDE GROWN AVE.
N BORDER STA: 17+45.0 ~
~
o EASEMENT pFFSET: 27.0' LT ~ STA: 35+54.0
RIGHT OF WAY INSTALL TYPE 1 OFFSET 17.0' LT
~ CATCH6ASIN TYPE 1 CURB
RIM=2035.46 INLET
N
N~L STA: 17+54.0
OFFSET 20.0 LT
TYPE 1 CURB INLET
~
~
cn
~ ~NAL
Q
~ SCALE: 1 "=30' ~
~ EvtaES 6/22J
~
Q)
`
~ ENQ/NEER/NO • SURVEY/NO • PLANN/NG • TESTNYG
A suasrcraRr oF
E LOT 1, BL~CK 26
, , . .
. VVE.~
~ SUMMERFIELD EAST 6TH ADD. 1220 N. NOWARDST,~~ .
~ SPOKANE WA D~101 r'~ ~ 01,TNA/~N RO ,
LEiV/8770N,T0"8350f + r'11
O. PHONE (509) 3264138 ,,PKONP (208) 706-2661 Q FAX (SC9) 32B-O<?3 FAX (20B) 7~6-6825•
~ ♦ ~ \
~
cfl
A B C
AT BEGINNING OR
END OF SWALE, ~ DRIVEWAY TRANSITION ~
SLOPE INTO BOTI'OM
AT 4:1
7 TYPE 1 TYPE B CURB .
CURB INLET AND GUTTER 9
~ ~I I I I I I ~ I N,
. v ~i u v u ~ Y Y
FLOW
CENTERLINE OF SWALE
i
DRIVEWAY
A A A A ~ .
~ SIDEWALK ~
~ t+►- q g C
PLAN VIEW OF DRAINAGE SWALE OPTIONS NTS
~
SP
5
k
t
N
~
~
~
C '
~
~
~
a
N
~
Q '
00
't 5.0' OR 6.0'
N . _
co
O
N
o 6" THICK CONCRETE TOP OF SIDEWALK
0 2 0' PAD FOR DRIVEWAY 1S 0,1' BELOW
AND SIDEWALK TOP OF CURB
~ .
0
~ SIOEWALK
cj1 - , 4/0
g, i0:I I
~ . 1
0
rn • I~
i FINISH SURFACE OF TOP OF SIDEWALK
3 DRIVEWAY IS 0.55' IS 0.0' BELOW
~ BELOW TOP OF CURB TOP OF CURB
~
0
a
1
~
~
c
W BOTTOM OF ORIVEWAY
a 1S 0.9' BELOW
w TOP OF CURB
-0
~ w
~
v, EE,
Ln
o 3~ SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
'
.
0
rn
(n 9
~
i SP
r '
.
fi
10.0' 5.0' OR 6.0
~
CONCRETE
TYPE 8 CURB 5,0' FINISH SURFACE TOP OF SIDEWALK IS 0,2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB ,
SIDEWALK
, ' ' jJ ~ 2% f
' • • , 4 • ~BOITOM OF SWALE TOP OF SIDEWALK
FINISH SURFACE OF IS 1.2' BELOW IS 0.0' BELOW
SWALE IS 0.2' BELOW TOP OF CURB AND TOP OF CURB
TOP OF CURB 2.0' WIDE
SWALE TO BE SEEDED.
NOTES:
1. SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5 SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4 SP
1
i
ni
~ .
~
N
C
0
~
0
0.
N
s FRAME WALL
Q o 0
66
N MINIMUM ELEVATION WINDOW OR
o OF CONCRETE SLAB ~ FRAME WALL
o FOR GARAGE
° MINlMUM ELEV.
o OF CONCRETE WALL
o CONCRETE
TYPE 8 CURB ~
~
~ LOWEST
o TOP OF CURB ELEV. ~ N~ ~ ELEVATION
TOP OF CURB ELEV. OF LIVING
AREA
SIDEWALK
~ .
~ . ' . ' • , ' . . ! TOP OF SIDEWALK
a GRASS SWALE OR IS 0.0' BELOW CONCRETE DRIVEWAY TOP OF CURB CONCREfE ,
SWALE TO BE SODDED. FOUNDATION
w WALL (UNBR4KEN)
~
~
o w
~
~
w
4
~
E
L
I'^
V/ •
' 6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
o .
0
~
9
`i SP
,
W ~ , 38.0' RIGHT OF WAY ~
z
W 13.0 13.0' ~
V) BORDER 19.0 19.0' BORDER ~ EASEMENT 2# EASEMENT
J J
~
~ 0J ~
cl: ,
O
o Z~ 30.0' PAVEMENT WIDTH o
I ~ I 2' 15.0'
10.0' 5.0'
5.0' 3.3' 6,7 CONCRETE CURB -
TYPE "B"
WALK '
2,607 CROWN SLOPE WALK
~ ~
77 7 ! ; -
~ l~ . twb .•1 .`4.~ N :~'n ~ . n t r „i•''e ~O : ~l a.►~ .t "C~.
• .5. f' ~Y"• ~ N v r...r• r i y'n f I
_ iii•~lv •':1,ay`~ T,L`~:11 N i't.yf..h~~~. v~ai~.~/,1t+''.`'\,•►~a":tJa"~~:~r II I
"-41_Y• 1 3" MIN. ASPHALT CONCRETE PAVEMENT, CLASS "B", COMPACTED DEPTH,
ASPHALT CONTENT 5 3/4% TO
6 1/4% AS PER D.O. T. SPECS.
DRYWELL (TYPE A OR B) WITH TYPE 4 FRAME & GRATE 6" MIN. CRUSHED SURFACING
AND CATH BASIN TYPE 1 WITH TOP COURSE COMPACTED
TYPE 2 FRAME AND GRATE DEPTH AS PER D.O.T. SPECS. TO BE LOCATED WITHIN - DRAINAGE SWALE. RIM ELEV. IS 0,7'
BELOW TOP OF CURB
NOTES: 10.0' WIDE UTILITY EASEMENTS
1. SEE NOTES BELOW. ARE LOCATED ON EACH SIDE
OF ROAD BEYOND THE
BORDER EASEMENTS
1 LOCAL ACCESS TEMPLATE FOR CALVIN ROAD AND QUEEN AVE.
4 NTS
SP
`
SWALES SHALL BE CONSTRUCTEO ALONG THE ENTIRE LENGTH OF THE ROAD,
WITH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) DRIVEWAY ENTRY PER LOT.
PLAT BOUNDARY
~--r
130.95, ~ - i
~
'CN
o i
0
o ~ -
o I
or w ao
~ o co 0 Q ~
~ z z I ~ 0
o m °D ~ Q
W
u-
m~ a OL
~ O
a a p I ~
~ 6 SSi _ _
Z
0 126.70' ' J
~ Q
o ~
~ 10' WIDE Q 0 (
N I UTILITY ~
~ LOT 1 EASEMENT O ~
~ 13' WIDE 3:
a NEIL BORDER cr-
EASEMENT
rn
r~ ~ y 0
co
i
a%
z
'0
~
~ ~ R~~~
-o
~
-C SCALE: 1 '=30' ~
EXPIRES 6122/ o'~ ~
~
'0 . ~
a,
~
~ FNO/NEER/NQ • SUAVEY/NQ • PLANN/NG • TEST/NQ
a
E LOT 2 BLOCK 26 - -!rSUBS1064 RYOF4-.
' =
E I.
VV.
SUMMERFIELD EAST 6TH ADD. 1'2"N OWARD SN ff ,o,,,THAfN RQAD . ° =u ;7
~ SPOKANE, WA 88101 ~ .Adrs aar LEWlSTON, fD'89501 ,e
d PHONE (609) 328-613D PHONE (208) 766-2681 i~
Q FAX (5G9J 3280129 ~ FAX (208) 746-68Z5,
N {~.yyy~'~7y `
0)
to
/
4
1
,
A g C
AT BEGINNING OR
END OF SWALE, mm--
SLOPE INTO 601TOM DRIVEWAY TRANSITION ~
AT 4:1 TYPE 1 TYPE B CURB
CURB INLET AND GUTTER ~
I I I I I X ~ ~
7
y 4 V y 1 I i h ~ " Y 1
U
~ FLOW
CENTERLINE OF SWALE '
i
DRIVEWAY
A A
1 SIDEWALK ,
~
q g C
~ PLAN VIEW OF DRAINAGE SWALE OPTIONS NTS
~
SP
.
►r
,
~-o
I
au
c
0
x '
0
a
N
~
Q
ao
r~ 10.0' 5.0' OR 6.0'
N .
00
O
N
° - 6" THICK CONCRETE tOP OF SIDEWALK
0 2,0' PAO FOR ORIVEWAY IS 0.1' BELOW
~ AND SIDEWALK TOP OF CURB
o ~
S{DEWALK
1N 6. Q•~
~ . y 1 ~
~ . . ~
r.
i FINISH SURFACE OF TOP OF SIDEWALK
Cp
QRIVEWAY IS 0.55' IS 0.0' BELOW
; BELOW TOP OF CUR6 TOP OF CURB
~
0
a
I
~
~
c
W BOTTOM OF DRIVEWAY
o IS 0.9' BELOW
w TOP OF CURB
-0
~ .
w
~
~ EE.
m
(n
' 3 SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
a
~
~ ,
~ 9
i SP
. 4
~
10.0' 5.0' OR 6.0'
~ ~
CONCRETE r ~
TYPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK IS 0.2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB ~
° SIDEWALK
~ 2%
~
• ~ 1~A 3'l
, ` ,r . ' .
BOTTOM OF SWALE
FINISH SURFACE OF IS 1.2' BELOW TOP OF SIDEWALK
SWALE IS 0.2' BELOW TOP OF CURB AND IS 0.0' BELOW
TOP OF CURB 2.0' WIDE TOP OF CURB
SWALE TO BE SEEDED.
NOTES:
1. SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALUIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5 SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4
SP
I
ac
0
~
o '
a
U)
~ FRAME WALL
c 0
0
66 N MINIMUM ELEVATION ~ WINOOW OR
00 o OF CONCRETE SLAB ~ FRAME WALL
o FOR GARAGE
° MINIMUM ELEV.
o' OF CONCREi'E WALL
o CONCREfE
`TYPE B CURB
~
~
~
LOWEST
~ co
~ TOP OF CURB ELEV, ~ ELEVATION
TOP OF CURB ELEV. OF LIVING
~ ~ SIDEWALK AREA
~
CP .
~ . . , .
~ ' .1. ..'77 .y, . , . . ,
' TOP OF SIDEWALK
~ GRASS SWALE OR IS 0.0' BELOW
CONCRETE DRIVEWAY TOP OF CURB CONCREfE
SWALE TO BE SODDED. FOUNDATION W WALL (UNBROKEN)
~
~
o •
w
ro .
~ . ,
w
~
~
E
E
~
cn •
' 6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
o ,
0
~ 9
~
r
`i SP
a .
i ~
SWALES SHALI BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD,
WITH EXCEPTION OF ONE 20-FOOT WIOE (TYPICAL) DRIVEWAY ENTRY PER LOT.
O
~ O
u- ~ -10' WIDE
o I UTILITY
~ EASEMENT
_
0
cr-
r
140.52'
0 ~ WS ~
Y ~ Y
N Q Q I U
c j o o I
m
o Z V coV) IV) OO
~ > m' ~ - I Z ~
~ -
lv
a ~ I ~ Q I 0
v Im
o ~
~ o
SS l°
cn ~
° p 140.52'
; ~ --1-
~ ~o PLAT BOUNDARY
rn I
0
?
° 13' WIDE
o N -
BORDER
C114 EASEMENT
~y
~ , .
~
~
Ic R~
Ul
~~NAL ~
~
Q
~
LO EXPIRES 6/22/ ,p~j SCALE: 1"= 34' ~
~
~ . ,
~
- , .
~
(D ENG/NEER/NQ • 3!/RVEYfNO • PLANN/NQ • TESTlNO
E
LOT 1, BLOCK 27 ~ ASUBSID/ARYOF
0 l.lSa-I
- SUMMERFIELD EAST 6TH ADD. ;z2o N OWARDSN~aER/ ,NQ /NC. 101 TNAlNROAD
~ SPOXANE, WA 89201' Hi.Ewrsrorv, ro easor
a PHONE (509) 92BS139 , PHONE ('t08) 746-2667
a FAX (609) 928-0029 ' FAX (208) 74B-6825
~ \ / \ • - ' - - /
~ r . .
O , , •
~ 'O)
rcfl
~
. -S
AT BEGINNING OR A B C
END OF SWALE, mmm-- ~
SLOPE INTO BOITOM ~ DRIVEWAY TRANSITION AT 4:1 TYPE 1
7 TYPE B CURB
' CURB INLET AND GUTTER '
, v v
> ~
~
FLOW
CENTERLINE OF SWALE - -
DRIVEWAY
A A A A A A A A A
, SIDEWALK
A B C
~ PLAN VIEW OF DRAINAGE SWALE OPTIONS ;
NTS
~
SP
,
i
~
~
a
~
0
a
N
c
Q
00
t
r- 10.0' 5.0' OR 6.0' '
O
N
o 6" THICK CONCRETE TOP OF SIDEWALK
0 2 0' PAO FOR DRIVEWAY IS 0.1 ' BELOW
AND SIDEWALK TOP OF CURB
~
0
~ SIDEWALK ~
a . 2%
. 6;1 10:1
Q • , . as ^ .
O .
~ • t • • . .
~
ri FINISH SURFACE OF TOP OF SIDEWALK
~ DRIVEWAY IS 0.55' IS 0.0' BELOW
; BELOW TOP OF CUR9 TOP OF CURB
.v
a
~
`
rn
c
W BOTTOM OF DRIVEWAY
a IS 0.9' BELOW
w TOP OF CURB .
'0
w w
L
a,
E
E. 3
~
' 3 SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
0
0
~ 9
~
i SP
~ •
,
,
10.0' 5.0' OR 6.0'
~ ~
CONCRETE = 1
. TYPE B CURB 5,0' FINISH SURFACE TOP OF SIOEWALK IS 0.2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB ~
+ I
SIDEWALK
r ' ~ 2% f 3'
y ~ r
/ ~ I
• ; . , jr , ~ 3•,
. . .
~ BOTTOM OF SWALE
FINISH SURFA / ► TOP OF SIDEWALK
CE OF IS 1.2 BELOW IS 0.0' BELOW
SWALE IS 0.2' BELOW TOP OF CURB AND TOP OF CURB
TOP OF CURB 2.0' WIDE
SWALE TO BE SEEDED.
NOTES:
' 1. SWALES 'SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAO, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
. APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5 SECTION A-A TYPICAL SWALE CONSTRUCTION Nrs
4 SP
i
1
ni
U
~
N
C "
O
~ .
0
a
N
~ FRAME WALL
c ~
o ~r
o ~
00 MINIMUM ELEVATION WINDOW OR
o OF CONCRETE SL4B ~ FRAME WALL
o FOR GARAGE
° MINIMUM ELEV.
a OF CONCRETE WALL
o CONCRETE -
~ TYPE 8 CURB ~
.
S
~
• . LOWEST
~
o TOP OF CURB ELEV. N ~ ~ ELEVATION
TOP OF CURB ELEV. OF LIVING
~ . ° SIDEWALK AREA
/ r 4 On • • • •
! •r. • , r r , •
ry1 . i . ' . . . r . .
V
' TOP OF SIDEWALK
o GRASS SWALE OR IS 0.0' BELOW
a CONCRETE DRIVEWAY TOP OF CURB CONCREfE
SWALE TO BE SODDED. FOUNDATION
w WALL (UNBROKEN)
N
0 '
W
ti
N w
~
N
E
E
7
U1 '
' 6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
0
0
M 9
Q1
~
SP
~
• .
SWALES SHALL BE CONSTRUCTED ALONG THE EN11RE LENGTH OF THE ROAD,
WITH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) DRIVEWAY ENTRY PER LOT.
STA: 18+43.3
OFFSET 20.0' RT STA: 18+55.0
TYPE 1 CURB INLET OFFSET: 27.0' RT
INSTALL TYPE 1
CATCHBASIN
1Og ~ RIM=2035.90
~oo qY
V
o ~
I " C~Q 14' WIDE
BORDER
c 70, da
~6~~, '9~/~• EASEMENT
0
,e
o
a
N w Q Q z F~Sc~'1~ ~3-
a ~ ~ ~ /r
~ a
`r V) V) A~\ Q$
n ~T~`SS `a ss .
, 0 ~ ~ ~ 10 AILW ~
0 0_ I o c S~~ \
N
~ Z
° J ^ ~o \wS ~o
U;
o N EIL z
o I <v ~ G~
0' 02~
r~
cfl ~
~ LL 13' WID
~ 0 BORDER 29403
V)
= EAS EM EN pNAL ~
.a
~ cr
EXPIRES 6/22/ ' , S CA L E: 1= 3 O' ~
~n
~ . i
Q)
~
N ENQfNEER/NC3 • 3URVEYINa • PLANNlNG • TEST/NQ
E
E LOT 2, BLOCK 27 - uT SUBS/DlARYOF -
Lo ~M
A/NRQAD ~
SUMMERFIELD EAST 6TH ADD. 1'220 N. NOWARDST,~~~;~NG ~Of,TN(20B)
~ SPOKANa WA 99201 PIlO C,EMI HE`!13TON, ID 83501 +
Q PHQNB (SOD) JS8-d199 7<8,266f ,i
a FAX (309) 328-0423 Y~ FAX (?OB) 748-6923_ ,
'
~ ~ .-_..-s . .
0
- . -
Q0
r
1
♦
/
,q g C
AT BEGINNING OR
END OF SWALE, ~ pRIVEWAY TRANSITION ~
SLOPE INTO BOTTOM
AT 4:1
7 NpE 1 TYPE B CURB CURB iNLET AND GUTTER ~
/ I I I I I X I M, ~
1 -
. v u v u
FLOW
CENTERLINE OF SWALE
i
. DRIVEWAY
A A A A A
~ SIDEWALK
A g C
2 PLAN VIEW OF DRAINAGE SWALE 4PTIONS NTS
(9)
SP
ti
ag
f
ni
~ •
N
C
d
~
0
Q
N
~
Q
00
10.0' 5.0' OR 6.0'
00 '
O
N
°oo s 6" THICK CONCRETE TOP OF SIDEWALK
0 2 0' PAD FOR DRIVEWAY I5 0.1' BELOW
~ AND SIDEWALK TOP OF CURB
0 ~
~ SIDEWALK
CP 2~ -
61 10:1
N . ~
. , . ' 4.
Q .0) . ,1'.+,' ~
r-
~i FINISH SURFACE OF TOP OF SIDEWALK
4 DRIVEWAY IS 0.55' IS 0.0' 6ELOW
~ BELOW TOP OF CURB TOP OF CURB
0
d
I
L
0)
C
`i
BOTTOM OF DRIVEWAY
a IS 0.9' BELOW
w TOP OF CURB
~
~ w
~
E.
~
o 3~ SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
'
,
0
~ 9
h
i SP
r'
. ~
.
10.0' 5.0' OR 6.0
CONCRETE
TYPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK IS 0.2' BELOW IS 0.1' BELOW
TOP OF CURB tOP OF CURB ,
r ~
,
~
SIDEWALK 3;1
~ ~ ~•1 2% ~
. . ~ ~
• . , L . . q.'•~
BOTTOM OF SWALE TOP OF SIDEWALK
FINISH SURFACE OF IS 1.2' BELOW IS 0.0' BELOW
SWALE IS 0.2' BELOW TOP OF CURB AND TOP OF CURB
TOP OF CURB 2.0' WIDE
SWALE TO BE SEEDED.
NOTES:
1, SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION -OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5 SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4 . SP
►
.
.
I
v
c
0
~
0
a
~
{ FRAME WALL
a 0
o •
00 N MINIMUM ELEVATION WINDOW OR
o OF CONCRETE SLAB ~ FRAME WALL
o FQR GARAGE
° MINIMUM ELEV,
a OF CONCRETE WALL
o CQNCREfE J-
TYPE 8 CURB
~
s
~
~ w
ro x ~
LOWEST
0
0 TOP OF CURB ELEV. Y N r ~ ELEVATION
tOP OF CURB ELEV. OF LIVING
~ ARfA
SIDEWALK
ti . . • , .
tOP OF SIDEWALK
~ GRASS SWALE OR IS 0,0' BELOW
°CONCRETE DRIVEWAY TOP OF CURB CQNCRETE
SWALE TO BE SODDED. FOUNQATION '
c:
WALL (UNBROKEN)
V)
o •
w
~
a,
aE
E
~
(n '
' 6 HOUSE F4UNDATI0N ELEVATION CONTROL DIAGRAM NTs
~
~
~
9
0)
r
i SP
\
s
r
r
i 1
SWALES SHALL 8E CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD,
IMTH EXCEPTION OF ONE 20-FOOT W1DE (TYPICAL) DRIVEWAY ENTRY PER LOT.
R~cyT
~ ~p OF
"oO y,'qY
~
C~O 14' WIDE
BORDER
EASEMENT
C~ 2&00
• e ~ ~
~ y.
0 40
-p ~ a
I Ip.
~ SWq~F
~ ~A4/~
M
a C/j4~~
r ~
SS ~ -
\
~Cff
o ,p
t~)
0
0
N
\
L(')
N ~
~
O ~
~
cr `
-Y wftft
N N L ~>>~`6 ~ -
10 p ~ T e6~N
~
°2~'
~
W
Q 29403
F~ FctsrERti G
~ SCALE: 1 "=30' ~
Ln EXPIRES 6/22/ 9~'j
-0 . - ~
a~
♦ \ ~ ~
`
N ENO/NEER/NO • SURVEY/NQ • PL4NN/NQ • TEST/NG
C '=A SUBS/D1ARY OF
LOT 3, BLOCK 27
Ln VVZEI fl
~ U ls'(H
` SUMMERFIELD EAST 6TH ADD. "';'~o AROSNEER/NG3 /NC.
~ SPOKANE, WA 9910f
~iQ PHONE (508) 928-S139„~ PHONE (T08) 7Q6-2B61'
a F.OX (509) 928-0429 ~ FAX (?OBJ 718-8826 ~ \ ~ \ 1 ~•y, ~ o/
0)
' ,~--a_`•~-'n~ s~.
~
/
, . .
.
~V AT BEGINNING OR A B C
END OF SWALE, ~
SLOPE INTO BOTTOM DRIVEWAY TRANSITION AT 4:1 TYPE 1
7 TYPE B CURB
CURB INLET AND GUTTER
u v u v
FLOW
CENTERLINE OF SWALE
i
DRIVEWAY
nA A
, SIDEWALK .
A B C
2~ PLAN VIEW OF DRAINAGE SWALE OPTIONS Nrs
9
SP
.
0
N
-u
c
Q
V
Q
a
~
~
Q
co
5.0' OR 6.0'
N co
O
N
6" THICK CONCREfE TOP OF SIDEWALK 0 20' PAD FOR DRIVEWAY IS 0.1' BELOW
c\j
AND SIDEWALK TQP OF CURB
0
~ SIDEWALK ~
~ -
~ ~ .
~ 6,1 1Q;1 ~ , .
~
O , ' , e + , , ~
0) r,
i FINISH SURFACE OF TOP OF SIQEWALK
~ DRIVEWAY 1S 0.55' IS 0.0' BELOW
; BELOW TOP OF CURB TOP OF CURB
0
a
1
`
oc
W BOTTOM OF ORIUEWAY
o IS 0.9' BELOW .
w TOP OF CURB
-0
, ~
~
v.
EE.
:3 '
V)
' 3 SECTION C-C FUTURE DRIVEwAY CONSTRUCTION NTs
a
0
~ 9
~
r.
i SP
t
10.0' 5.0' OR 6.0' .
CONCRETE Y =
TYPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK IS 0,2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB ,
. 'f
SIDEWALK
2%
~j~/ I
t• ' , / JI ~
• . . ~ ~ J ~I
` 1~
. . ' •
~ BOTTOM OF SWALE
FINISH SURFACE OF IS 1.2' BELOW TOP OF SIDEWALK
SWALE IS 0.2' BELOW TOP OF CURB AND IS 0.0' BELOW
TOP OF CURB 2.0' WIDE TOP OF CURB
SWALE TO BE SEEDED.
NOTES:
1. SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
. APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5 SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4
SP
.
.
I
,
c
0
~
0
a N
s FRAME WALL
~r
0
o •
66 ~ MINIMUM ELEVATION WINDOW OR
o OF CONCRETE SLAB ~ FRAME WALL
o FOR GARAGE
° MINIMUM ELEV.
o OF CONCRETE WALL
o CONCRETE
r TYPE B GURB
0) •
~
a ,
V' LOWE5T
00
TOP OF CURB ELEV, ELEVATION
~ TOP OF CURB ELEV. OF LIVING
AREA
SIDEWALK
~ • ' . ,
-p , . . . , , . .
~ TOP OF SIDEWALK
~ GRASS SWALE OR IS 0.0' BELOW °CONCRETE DRIVEWAY TOP OF CURB CONCREfE
~ SWALE TO BE SODDED. FOUNDATIQN w WALL (UNBROKEN)
~
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' 6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
0
0
~ 9
~
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. ~
. ~ .~y
f ~ •
i ~
SWALES SHALL 8E CONSTRUCTEO ALONG THE EN11RE LENGTH OF THE ROAD,
WITH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) DRIVEWAY ENTRY PER LOT.
STA: 21 +45.0
OFFSET: 27.0' RT
INSTALL TYPE B
DRYWELL
RIM=2035.65
RIGHT OF WAY
14' WIDE-- '
BORDER .21400 GROINN A VE. STA: 21 +50.0
EASEMENT OFFSET 20.0 RT
~ TYPE 1 CURB INLET
~
22+00
N
-o
c TYPE B CURB
o ,
l<
0 D 4II15'09'30"
a ~ SWALE
~ L=Il.7g
.
~ WALK
~ SS ~ UT/L/TY EqSEMENT
~
<r ` ~ - - -
~
N 32.5' EUILDI------ WS -
Ln NG
0 S~BACK
~ ~
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UNDARY
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~
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LOT 4, BLOCK 27 ~rA.s~sra~Y°F _
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sN ~ R/NG,i /NC. ,o,,THA/N ROAD
SUMMERFIELD EAST 6TH ADD. 12; N W A
" n ~
N SPOKAN~ WA 99?01 ~ P j•~ S?,' ~
0- PHONE (508) 918~SiS9, r~ u PL ONE ~08)716-Z661~
Q FAX (509) 318-0013 ~ FAX (2Q8) 718-882 - ~
• o. _ ac. fi ~ ~
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AT BEGINNING OR END OF SWALE, mm-- pRIVEWAY TRANSITION ~
SLOPE INTO BOTTOM
AT 4:1
7 TYPE 1 TYPE B CURB '
CURB INLE1' AND GUITER ~
~~N ~ C I I X ! ~1
,
, N I 1 1 I
v u v u
~ ~
. ~
~ FLOW
CENTERLINE OF SWALE • . '
i
. DRIVEWAY
A A
9 SIDEWALK
A B C
~ PLAN VIEW OF DRAINAGE SWALE OPTIONS NTs
~
SP
.
~
n
1
m
~ .
5,0' OR 60_.
0
Ia , 10.0'
Q # SIDEWALK
~ CON~RE~E js 0.1' pF BE~~B
, 6„ ~ THICK pRIVEWAY TOp OF CUR
PAD
SID wALK AI.K
2.0 AN~ _ SIDF W_ 2%
N
o .r
0
o
~ ~6;1 I TaP OF SIOEWALK
E~OW
IS 0.~FB ~RB
TOP
N . .
'O .
4
0
FINISH SURFA~ ~SF
OF cURB .
LO, ORIVwATOP
gE(~0
~
~
i
~
0
aF pRIVEWAY-
~
84n .
W 15 0.9 6ELOW
~ TOP 0F cURB . NTS ~
, w
ON STRU CTIoN
C sP
~ IVE~~Y
~ . t1TURE DR
~ C_C F
~ . . 5ECTION -
Ln 3
I
~ _
f
~
. ~
.
10.0' 5.0' OR 6.0'
. ~
CONCRETE t ~
TYPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK IS 0.2' BELOW IS 0.V BELOW
TOP OF CURB TOP OF CURB 1
1
. ' ~
° SIDEWALK
~ 2% + 3'
, ~ij Jf I
; . . ' _ ~ I I 3• ~
. . ' . ~ _ '',•r . . • .
BOTTOM OF SWALE
FINISH SURFACE OF IS 1.2' BELOW TOP OF SIDEWALK
SWALE IS 0.2' BELOW TOP OF CURB AND IS 0.0' BELOW
TOP OF CURB 2.0' WIDE TOP OF CURB
SWALE TO BE SEEDED.
NOTES:
1, SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD. 5~ SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4 SP
• , r ~ .
t '
.
70
~
N
C '
0
Y
0
Q
~
FRAME WALL
L
Q
,J
Q '
W
~ MfNIMUM ELEVATION WINDOW OR
o OF CONCRETE SLAB ~ FRAME WALL
o FOR GARAGE
° MINIMUM ELEV.
oOF CONCRETE WALL
a CONCREfE
r TYPE B CURB
~
3
'D
-o • . LOWEST
~
~ TOP. OF CUR6 ELEV. r N r ~ ELEVATION
M OF LIVING
o~ TOP OF CURB ELEV, AREA
~ a SIDEWALK ~ , ,
01 . ~ • ' . . , • , .
' TOP OF SIDEWALK
n GRASS SWALE OR IS 0.0' BELOW
~ CONCRETE DRIVEWAY TOP OF CURB CQNCREfE
C;, 5WALE TO BE SODDED. FOUNDATION w WALL (UNBROKEN)
N
O '
W
~
N
;r
L
NC
Cc
C
7
U1 '
0 6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
'
a
~ 9 .
~
`i SP
t
Z
~ 45.0' RIGHT OF WAY , ~
Ld
14.0' '
~ 14.0' uWi
BORDER 22.5' 22.5' BORDER ~
EASEMENT EASEMENT ~
J 20
LL_
o~
37.0' PAVEMENT WIDTH
wo -
3.3' 10 6.7' 2' 18.5' 10.0' 6.0'
6.0' CONCRETE CURB ~
~ TYPE "B"
WALK 2.11 % CROWN SLOPE WALK
' 2% ////f 1'...rt ' i r.~ a •!'.}6. q ~rv.J1 2/o
~ ..{w. r,` k.•~ . y•~N V nj L f r J.rN . • y,}~~, / ~ ~ ~
•r • Y~4:•L Civ .~1l~r~5.~11►~rl i.S.L.~..fei~.rn ~t.~Vl• ~.•ti1~7et~.'1.i~h1
t~
!a.n f J~.R V:Y, 1 u~ w.
S 1' .
2" MIN. CLASS "A" ACP OVER
2" CLASS "E" ACP, COMPACTED DEPTH,
ASPHALT CONTENT 5 3/4% TO
DRYWELL (TYPE A OR B) 6 1/4% AS PER D.O.T. SPECS.
WITH TYPE 4 FRAME & GRATE 6" MIN. CRUSHED SURFACING
AND CATH BASIN TYPE 1 WITH .
TYPE 2 FRAME AND GRATE TOP COURSE COMPACTED TO BE LOCATED WITHIN DEPTH AS PER D.O.T. SPECS, '
DRAINAGE SWALE. RIM ELEV. IS 0.7'
BELOW TOP OF CURB ,
NOTES: 10.0' WIDE UTILITY EASEMENTS
1. SEE NOTES BELOW. ARE LOCATED ON EACH SIDE
OF ROAD BEYOND THE
BORDER EASEMENTS
2 LOCAL COLLECTOR TEMPLATE FOR CROWN AVENUE
4 N TS
SP
. ~
SWALES SHALL 8E CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD,
WITH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) DRIVEWAY ENTRY PER LOT.
l
RIGHT OF WAY
GROWN AVE. 23♦00
~
22;00 _ ~ - -
14' WIDE---%
BORDER -r(pE 9 _
EASEMENT
S''''A`"E
N Aa14'24~31 WALK
L~ ~
=ip6.25 ~
c
0 EASEMEN T----- ~
0 10' UTI LITY . ss ~
~ - - ~ ~
WS - - - - - piN~ SErBACK
r~ 32.~J BUIL
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° PLAT BOUNDARY ~
~
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Ln ExPIRES 6/22/ O'h ~ S CA L E: 1"= 3 0'
~ . ,
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~
~ ENQ/NEERlNO • SURVEYfNQ • PLANN/NG • TESTINO
A S~/BSI07A Y OF
~ v
~ LOT 5, BLOCK 27
(n
WYATr EN~/NE R/ ,NCi /NC. w~ ~ ,
~ SUMMERFIELD EAST 6TH ADD • 1220 N. HOWARD ST.
Q
~ SPOKAN~WAB9?01 ~ro, 1LEWI87CN~rID~83.iC1 ~
PHONE (SOB) 92BSf39 ~ PHONB (206) 74B?88f
Q ♦ I ♦ Fnx tsos)ssB-oas3 ~ Fax (208) 74"825`_
F-
O N4'
~ -_~~,.c-- - -a•~.y ~ ~
/
A B ~
AT BEGINNING OR
END OF SWALE, ~ pRIVEWAY TRANSITION ~
SLOPE INTO BOTTOM
AT 4:1
7 npE 1 TYPE B CURB
CURB INLET AND GUTTER ~
,1 / , I I I I I , X ~1
v v u v ~ v
_ FLOW _ _ _ - - - \
CENTERLlNE OF SWALE . . '
DRIVEWAY
A n ~ A n
~ SIDEWALK , , ,
A B c .
2 PLAN VIEW OF DRAINAGE SWALE OPTIONS NTs
9 ,
SP
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~ 10,0' 5.0' OR 6.0'
W
O
N
° 6" tHlCK CONCRETE TOP OF SIDEWALK
o. 2.0' PAO FOR DRIVEWAY IS 0.1' BELOW
AND SIDEWALK TOP OF CURB
sioEwALK _
3 2% -
° 6,1 10:
.1
a
o • :r:. ; : ` • .
r.
~ FINISH SURFACE OF TOP OF SIDEWALK
DRIVEWAY IS 0.55' IS 0.0' BELOW
~ BELOW 70P OF CURB TOP OF CURB
.
o .
a
~
~
c
W BOTTOM OF DRIVEWAY
o IS 0.9' BELOW
W TOP OF CURB
17
N w
~
E'
E. 7 Ln
' 3 SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
O
o ~ 9
m
i ' SP
v
, . Y
i
10.0' 5.0' OR 6.0
CONCRETE . ~ ~
TYPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK IS 0.2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB
SIQEWALK f ~ ,1
. ~ 2%
/~j~ ~ 1 I 1
t. ' 1 . y /~~j
~ y,,.t' •./~j
, ' ' . • ~ 1
. . ..'r••. .
BOTTOM OF SWALE TOP OF SIDEWALK
FINISH SURFACE OF IS 1.2' BELOW IS 0.0' BELOW
SWALE IS 0.2' BELOW TOP OF CURB AND TOP OF CURB
TOP OF CURB 2.0' WIDE
SWALE TO BE SEEDED.
NOTES:
1, SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5 SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4 SP
r ni
~ .
~
~
C
0
Y 0
Q
~ .
~ FRAME WALL
Q ~
0
a •
~6 N MINIMUM ELEVATION WINDOW OR
o OF CONCRETE SLAB FRAME WALL
N FOR GARAGE
0
0
MINIMUM ELEV.
o OF CONCRE7E WALL
o CONCRETE ~ IYPE 6 CURB
ol
3
~
o 00 N LOWEST
0 TOP OF CURB ELEV. , T- I N y ELEVATION
o TOP OF CURB ELEV, OR~LIVING
I'~ -
~ SIDEWALK
.
`s .:y, . .
~
ro . . . • . . .
' TOP OF SIDEWALK
~ GRASS SWALE OR IS 0.0' BELOW
R CONCRETE DRIVEWAY TOP OF CURB CONCRETE
SWALE TO BE SODDED. FOUNDATION w WALL (UNBROKEN)
N
0 '
W
~
N
,4- .
L
~
~
E
Z)
LO
HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
~
0 ~
~
ri SP
\
. ~
THE RpAO,
~
EN11RLEN WA EN~Y PER LpT.
pRl'VE ' CONS ,.r-, • ' .fRUC~D ALO~E (~TyPICAL) LES SHA~` B OF ~ E 20-FooT M
~TM EXCEPnON
~k
2 ~
r►~P~
~ `Op~ .
/
14' wIoE 23~00 0,L~ ~ ~ .
B4RDEENT ~A\
EASEM
N / i d~C~► Q '
0 1 ~ / S,S.,
~
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0
o ~ 000000
I.~ '
o ~\opPR' ~
3 _,0
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~,w° ~'o~'L
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X
1
O'N SCALE:
. I .
R, 29aa3
I/ ~'FGIS~ E~ .~J
U' FL.AN"tNa _F
0- RtN p • SuAV~jN : - R SU8StA1ARY ~
° ~ 1 1 ~N~'~~~ • ' "`.e`'~'
PT ES 6 NA~~ca .EN p S~, ~pNa ~~i~
2, r ~ V~✓y M.H~WAR t.~ FN~
O a~ D • FN 1 SP ~~gEpg1j 92,9q
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~y ~
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ELD
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y
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AT BEGINNING OR
END OF SWALE,
SLOPE INTO BOTTOM pRIVEWAY TRANSITION ~
AT 4:1
7 NpE 1 TYPE B CURB CURB INLET AND GUTTER ~
~ ~ ~ I x M~~
~ / • h Y i ' S ~ h h i
v V V
FLOW
CENTERLINE OF SWALE
~
. DRIVEWAY
A A n A n A A n ~
1 SIDEWALK
q g C
2 PLAN VIEW OF DRAINAGE SwALE 4PTIONS NTS
~ SP
~ ~-o
I
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c
0
~
0
a
~
~
Q
00
5.0' OR 6.0' N . . _
CC)
O
N
o 6" THICK CONCREfE TOP QF SIDEWALK
o 2.0' PAD FOR DRIVEWAY IS 0,1' BELOW
AND SIDEWALK TOP OF CURB
~ SIDEWALK
~ . ~
a2%
3 ~
N 6.1 , 1p.1 .
r•,
i FINISH 5URFACE OF TOP OF SIDEWALK
DRIVEWAY IS 0.55' IS 0.0' BELOW
; BELOW TOP OF CURB 1'OP OF CURB
a
a`
~
CD
c
w BOTTOM OF DRIVEWAY
o IS 0.9' BELOW
W TOP OF CURB -0
'
wQ)
L a)
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CC
C .
11
U)
' 3 SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
Q
Q
0) 9
i SP
' . ~
.10.0' 5.0' OR 6.0
CONCRETE f ~
,
TYPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK ~
' IS 0.2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB ~
t1
. 1 .
SIDEWALK
~ 2% + 3'
. , . ~ ' . ~ ' ~,1
. . • , . .Y, ~
BOTTOM OF SWALE TOP OF SIDEWALK
FINISH SURFACE OF IS 1.2' BELOW IS 0.0' BELOW
SWALE IS 0.2' BELOW TOP OF CURB AND TOP OF CURB
TOP OF CURB 2.0' WIDE
. SWALE TO BE SEEDED.
NOTES:
1, SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
~5 SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
~
SP
.
~
v
~
a
~
0
~
~
s FRAME WALL
Q
0
0
00 N MINIMUM ELEVATION WINDOW OR
o OF CONCRETE SLAB ~ FRAME WALL
o FOR GARAGE
° MINIMUM ELEV.
o OF CONCRETE WALL
o CONCRETE
TYPE B CURB ~
Cp
~
v • . LOWEST
~ /TnP OF CURB ELEV. ~ r N ~ ~ ELEVATION
TOP OF CURB ELEV. : OF LIVING
~ AREA
~ . - SIDEWALK
o, . , .'..r y. , : . . , .
' TOP OF SIOEWALK
n GRASS SWALE OR IS 0.0' BELOW
Q CONCRETE DRIVEWAY TOP OF CURB CONCREfE
SWALE TO BE SODDEQ. FOUNDATION
w WALL (UNBROKEN)
~
N
Q '
W
~
N
~
N
E
E
3
~ -
' 6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
0
0
~
ri SP
♦ a
• \
SWALES SHALL 8E CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD,
WITH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) DRIVEWAY ENTRY PER LOT.
01 R~GN~ Pv`• 14' WIDE
O~JN / BORDER
~ EASEMENT
~
~A.voo e ~
- e ~0R ~E
s`AJP /
SEM~N~
~ iss
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U) ~ RF2~~a ~~~o
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~
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, . - .
`
N ENGINEERING • SC/RVEYING • PLANN/NQ • TESTJNG
~
~ LOT 7, BLOCK 27 VVEI;~.~ $sJ`r
SUMMERFIELD EAST 6TH ADD. 12; Mo qqOST C~~,•f01rTTfA/NR0/ID
~ SPOKAN~ WA 99201~~ ~~k+ ~ LEWlSTON,~lD 89501~'
d PHONE (509) 3?8KS1J9• PHONE (208) 7462661
706-6825~:~ ~q
Q FAX (509) 328-0423 FAX (?a8) /
'
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~
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Y I
A B ~
AT BEGINNING OR
END 4F SWALE, DRIVEWAY TRANSITION ~
SLOPE INTO BOTTOM
AT 4:1
7 TypE 1 TYPE B CURB ~
CURB INLET AND GUTTER ~
/ I I I I I I , rX M ~
u v v u u ~ u „
` FLOW
CENTERLINE OF SWALE '
Ns A A
i
. DRIUEWAY
A A A
9 SIDEWALK
A B c~ PLAN VIEw OF DRAINAGE SWALE OPTIONS NTS
. ~ .
SP
x• `
N
~
I
v
c
a
~
0
a
N
~
Q
Do
r 10.0' 5.0' OR 6.0'
N ~ - -
Go
O
N
o - 6° THICK CONCRETE TOP OF SIDEWALK
0 2 0PAD FOR DRIVEWAY IS 0.1' BELOW
AND SIDEWALK TOP OF CURB
0
~ S{DEWALK ,
~ l 1p;1 . ~
k6: ~ -
r-
i FINISH SURFACE OF TOP OF SIDEWALK
ORIVEWAY IS 0.55' IS 0.0' BELOW
-o
BELOW TOP OF CURB TOP OF CURB
~
a
a
~
~
rn
c
W BOTTOM OF DRIVEWAY
o IS 0.9' BELOW
w TOP OF ClJRB .
a
v
w
~
v.
E
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~
V)
Q 3 SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
'
.
0
0)
9
i SP
- ~t ~
10.0' 5.0' OR 6.0'
CONCRETE
TYPE 8 CURB 5,0' FINISH SURFACE TOP OF SIDEWALK IS 0.2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB ~
j ,f f
` SIDEWALK f 3,,1
~ ~ 2% ~
. . ~ y
~
' • 3, ~
. . . . . ..•s.. .
BOTTOM OF SWALE TOP OF SIDEWALK
FINISH SURFACE OF IS 1.2' BELOW IS 0.0' BELOW
SWALE IS 0,2' BELOW TOP OF CURB AND TOP OF CURB
TOP OF CURB 2.0' WIDE
SWALE TO BE SEEDED.
NOTES:
1. SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF '
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5 SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4 . SP
fi
f •
~ 4d
~
~ .
I
~
c
0
~
0
a
~
75 FRAME WALL
a 0
o •
N MINIMUM ELEVATION WINDOW OR
o OF CONCRETE SLAB FRAME WALL
N FOR GARAGE
0
° MINIMUM ELEV.
o OF CONCRETE WALL
o CONCRETE
r TYPE B CURB ~
~
3
~ • , . LOWEST
L
0
0 TOP OF CURB ELEV. ~ ELEVATION
~ OF LIVING
TOP OF CURB ELEV. AREA
SIDEWALK '
%
~ ~ . . '':•s . .
.n . . . . . . .
' TOP OF SIDEWALK
o GRASS SWALE OR IS 0.0' BELOW
CONCRETE DRIVEWAY TOP OF CURB CONCRE7E
SWALE TO 8E SODDED. FOUNDATIQN '
WALL (UNBROKEN)
.N
N
0 '
ll • b '
N
'v=
~
Nc
CC
C
7 .
N
' 6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
o .
0
to
CD 9
r
SP
.
i
SWALES SHALL BE CONSTRUCTED ALONG THE EN11RE LENGTH OF THE ROAD.
MTH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) ORIVEWAY ENTRY PER LOT.
~ OF ~ ~ °
R~Gt-1 P~~i• 14 WI D E
O~N BORDER
EASEMENT
STA: 25+00.0
OFFSET 20.0' RT 2~~'~~ Rg
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`n 5UMMERFIELD EAST 6TH ADD. 1 '220 N. Hw R°S"~~ ~"CI. ,o,.~,AI RoAO:~ 4:'
N SvoKAaE, wa e9zo1 'aw J
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Q.
~
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i
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~
AT BEGfNNING OR A B C
END OF SWALE, ~
SLOPE INTO BOTTOM ~ ORIVEWAY TRANSITION ~
AT 4:1 TYPE 1
7 TYPE 6 CURB
% CURB INLET AND GUITER '
,
v v V v
~
FLOW _ _ • , / ~ ~
CENTERLINE OF SWALE
DRlVEWAY
, SIDEWALK •
~ .
~
. A B C
2 PLAN VIEW OF DRAINAGE SWALE OPTIONS NTs
9
SP
. ,
I
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I
ac
v
-y
0
a
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6
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t
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r 10.0' ' 5.0' OR 6.0'
00
O
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o 6" THICK CONCRETE TOP OF SfDEWALK
o, 2.0' PAD FOR DRIVEWAY IS 0.1' BELOW
AND SIDEWALK TOP OF CURB
o ~
~ SIDEWALK _
rn . 2 % r
v N 6:1 10:1 '
ro • r
o • + ,
rn ~
ri FINISH SURFACE OF TOP OF SIDEWALK 3 DRIVEWAY IS 0.55' IS 0.0' BELOW
~ BELOW TOP OF CURB TQP OF CURB
~
0
d
I
~
~
c
w 80TTOM OF DRIVEWAY
Q IS 0.9' BELOW
w TOP OF GURB
70
~ .
~
`
v,
~ cn
' 3~ SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
o ,
O
~ 9
~
i SP
. ~
10.0' 5.0' OR 6.0
- _ - 1
CONCRETE . r ~
TYPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK IS 0.2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB ~
SIDEWALK
2%
. . . . ~i ~
~ BOTTOM OF SWALE
FINISH SURFACE OF IS 1.2' BELOW TOP OF SIDEWALK
SWALE IS 0.2' BELOW TOP OF CURB AND IS 0.0' BELOW
TOP OF CURB 2.0' WIDE TOP OF CURB
SWALE TO BE SEEDED.
NOTES:
1. SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5~ SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4
SP
~ .
G
`
t
ni
~ .
~
N
C
O
~
0
a
~
s FRAME WALL
~
0
00 Q
MINIMUM ELEVATION WINDOW OR
o OF CONCRETE SLAB ~ FRAME WALL
N FOR GARAGE
0
° . MINIMUM ELEV.
a OF CONCRETE WALL
o CONCREfE
r IYPE 8 CURB •
~
~
~ .
LOWEST
o L~ Q r N ~ ~ ELEVATION
TOP OF CURB E OF LIVING
TOP OF CURB ELEV.
AREA
SIDEWALK
o' .
3 . . . .r . ,
~ . . . • . . . •
~ TOP OF SIDEWALK
~ GRASS SWALE OR IS 0.0' BELOW
a CONCREfE DRIVEWAY TOP OF CURB CONCREfE
SWALE TO 8E SODDED. FOUNDATIQN w WALL (UNBROKEN)
~
~
o w
~
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~
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' 6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
0
~
M
ol g
r,
`i SP
~
. 1
SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD,
WITH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) DRIVEWAY ENTRY PER LOT.
LLL 13' WIDE BORDER
EASEMENT
- ~ 00.57' ~
~ 7T cc
0
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wAS cn
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OFFSET: 22.0' RT I
~ INSTALL TYPE 1 ~`3~ S•
P, CATCHBASIN
o RIM=2036.20 _ _ `~~eqC c
14, WIDE
Ln ~ BORDER
70' EASEMENT
o STA: 35+44.0 ~ E
(Dn OFFSET 17.0' RT
~ TYPE 1 CURB INLET ~6 •O~, 5wq Fq ~
rn ' ~ 18+00 45 `74 "
cRo~
z
~ N
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U) STA: 18+28.5 ~F
~
STA: 18+20.3 OFFSET: 27.0' LT
~ OFFSET 20.0' LT INSTALL TYPE A
< TYPE 1 CURB INLET DRYWELL SCALE: 1~~=30' ~
~ RIM=2035.76
~ .
~
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~ ENQ/NEER/NG • SURVEYINO • PLANNlNO • TESTINQ
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` SUMMERFIELD EAST fiTH ADD• 1220 MHOWAROSNEERIN~`/NC_ 'Q'THAfNROAD 41 SROKANE, WA 88201
Q. PNONE (609) 328 5139' .~PlEw~E (`108)766-2BB1
a FAX (509) 928-0423 FAX (208) 74fi-6828
p . .
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f
ti ,q B C
AT BEGINNIIVG OR
END OF SWALE, ~ pRIVEWAY TRANSITION ~
SLOPE INTO BOTTOM
AT 4:1
7 TYPE 1 TYPE B CURB CURB INLET AND GUTTER ~
9
/ 1 I ► l I I X I I ~
~ / u f v
U
u
_ FLOW
CENTERLINE OF SWALE . . '
~
, DRIVEWAY
A A A n
9 SIDEWALK
q g C
2 PLAN VIEW OF DRAINAGE SWALE OPTIONS Nrs
9 -
SP
.
P ~
~
na
~
N •
C
d
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0
Q
v,
~
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10.0' ' 5.0' QR 6.0'
ao
0
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0 6" THICK CONCRETE TOP OF SIDEWALK
o Z 0' PAO FOR DRIVEWAY IS 0.1' BELOW
- AND SIDEWALK TOP OF CURB
r SIDEWALK , c~ 2%
s, , 10: 1 - ~
~ .
L . J0Q , • ti ,i • '
r,
i FINISH SURFACE OF TOP OF SIDEWALK
~ ORIVEWAY IS 0.55' IS 0.0' BELOW
~ BELOW TOP OF CURB TOP OF CURB
a
a
I L '
~
c
w BOTTOM OF DRIVEWAY
o IS 0.9' BELOW
w TOP OF CURB
ti
a, .
w
~
~ .
E
E.
I
~
' 3 SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
Q ,
a
n 9
~ .
i SP
V
-
. »
10.0' 5.0' OR 6.0'
CONCRETE
TYPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK IS 0.2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB ,
SIDEWALK
f
27
. . « 3.
. ..'r . . .
/ BOTTOM OF SWALE
FINISH SURFACE OF IS 1.2' BELOW TOP OF SIDEWALK
SWALE IS 0.2' BELOW TOP OF CURB AND IS 0.0' BELOW
TOP OF CURB 2.0' WIDE TOP OF CURB
SWALE TO BE SEEDED.
NOTES:
1, SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
C 5~ SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4
SP
.
r
~
~ .
I
~
c
0
~
0
a
~
~ FRAME WALL
a 0
o 66
IN MINIMUM ELEVATION WINDOW OR
o OF CONCRETE SLAB ~ FRAME WALL
N
0 FOR GARAGE
° MINIMUM ELEV.
o OF CONCRETE WALL
o CONCRETE
~ TYPE B CURB
~
~
LOWEST
~
~ TOP OF CURB ELEV. ° y N ELEVATION
TOP OF CURB ELEV. OF LIVING
~ . ;
SIDEWALK AREA
~
.
ro • • . . • ' ' . ~
TOP OF SIDEWALK
a GRASS SWALE OR IS 0.0' BELOW
a CONCRETE DRIVEWAY TOP OF CURB CONCREfE •
SWALE TO BE SODDED. FOUNDATION WALL (UNBROKEN)
~
N
0 '
W
ro
~
~
v
E
E
3
' 6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
0
0
~ 9
~
ri SP
IL
z
~ 45.0' RIGHT OF WAY , W
uWy 14.0
14.0' uWi BORDER 22•5' 22•5' BORDER ~
~ EASEMENT EASEMENt ~
J 20 ~
~
~J ~
~ p
~ ~ w 37.0' PAVEMENT WIDTH ~
z~
w o
3.3' ~ 6.7' 2' 18.5' . 10.0' 6.0'
6.0~ CONCRETE CURB
1 TY,E nB►►
WALK 2.119~ CROWN SLOPE WALK
~ 2% 2~
. ~(~(~I ' l~ ~l~~~l y i/ ~ ,,.t •.{.i4: d.4.~~ . .~.~J'n'v .:y `,Y Yr'Py~~~:r.~. ~ .1 . . . ?4'...
s ~ • t :.Y . 3,~N v t
~ ~ :Ul~« F.~~I►,Il i~~..~..it~~ w~~~.V1w~'.»~~T*'t~.'. ~~h1Y,~ ► ~ I
2" MIN. CLASS "A" ACP OVER
2" CLASS "E" ACP, COMPACTED DEPTH, ASPHALT CONTENT 5 3/4% TO
DRYWELL (TYPE A OR B) 6 1/4% AS PER D.O.T. SPECS.
WITH TYPE 4 FRAME & GRATE 6" MIN. CRUSHED SURFACING
AND CATH BASIN TYPE 1 WITH .
TYPE 2 FRAME AND GRATE TOP COURSE COMPACTED ,
TO BE LOCATED WITHIN DEPTH AS PER D.O.T. SPECS. '
DRAINAGE SWALE. RIM ELEV, IS 0.7'
BELOW TOP OF CURB
NOTES: 10.0' WIDE UTILITY EASEMENTS
1. SEE NOTES BELOW. ARE LOCATED ON EACH SIDE
OF ROAD BEYOND THE
BORDER EASEMENTS
2 LOCAL COLLECTOR TEMPLATE FOR CROWN AVENUE 4 NTS ,
SP
. . ~
T
SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD,
WITH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) ORIVEWAY ENTRY PER LOT.
N EIL
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,
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SUMMERFIELD EAST 6TH ADD. ;'~N OwARDgNEE /NO /NC. IO1 TMAfNROl10- ' c
~ SPOKANE. WA 99101 ~ 4Fi'~'` ~
O. PHONE (509) 328d138 V PMONE ('108)748-2661 ~Q FAX (509) 328-Ot19 ' FAX (?OB) 746-l3B23,
~ \ / ♦ u} ' - !
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~ - -
~
~
.t
~ kAT BEGINNING OR
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SLOPE INTO BOTTOM
AT 4:1
7 TYpE 1 TYPE B CURB
CURB INLET AND GUTTER '
~
\I v V v
I
i ~
+ FLOW
CENTERLINE OF SWALE
. DRIVEWAY
A A A A
~ SIDEWALK
1•--
A B C
~ PLAN VIEW OF DRAINAGE SWALE 4PTIONS Nrs
~
SP
F
~
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c
0
0
a
~
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Q
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03
V
10.0' 5.0' OR 6.0' N
~
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N
0 6" THICK CONCRETE TOP OF SIDEWALK
o 2.0' PAD FOR DRIVEWAY I5 0.1' BELOW
AND SIDEWALK TOP OF CURB
~ .
o ~
SIDEWALK
2%
a ' 10,1 ~ ~ -
~ , ~
O , , ' , , . , ~
~
r, •
i FINISH SURFACE OF fOP OF SIDEWALK
DRIVEWAY fS 0.55' IS 0,0' BELOW
~ BELOW TOP OF CURB TOP OF CURB
.
0
a
I ~
rn
c
w 60TTOM OF DRIVEWAY
o IS 0.9' BELOW
W TOP OF CURB
-0 m ~
~
~
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~
U)
'0 3 SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
0
to 9 cn
r
i SP
. ~
i
~
R
10.0' 5.0' OR 6.0
CONCRETE ► ~
TYPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK ~
IS 0.2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB ,
SIDEWALK f 3;1
A. . l ~ 2% f~
; . . r~
• • . ' . . ~ ~
/ BOTTOM OF SWALE
FINISH SURFACE OF IS 1.2' BELOW TOP OF SIDEWALK
SWALE IS 0,2' BELOW TOP OF CURB AND IS 0.0' BELOW
TOP OF CURB 2.0' WIDE TOP OF CURB
SWALE t0 BE SEEDED.
NOTES:
1. SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5 SECTION A-A TYPICAL SWALE CONSTRUCTION Nrs
4 SP
, .
R'
.
I
v
c
6 .
~
0
a
N
~
Q FRAME WALL
<
0
o 66
~ MINIMUM ELEVATION ~ WINOOW OR
o OF CONCRETE SLAB ~ FRAME WALL
o FOR GARAGE
° MINIMUM ELEV.
o OF CONCRErE WALL
o CONCRETE
~ TYPE B CURB
o~
~
~ ~ ~ N LOWEST
o ITnp OF CURB ELEV, ~ v ELEVATION
TOP OF CURB ELEV. OF LIVING
'SIAREA
• . ' , . . . • . . '
' TOP OF SIDEWALK
o GRASS SWALE OR IS 0.0' BELOW
°CONCRErE DRNEWAY TdP OF CURB CONCRE7E
SWALE TO BE SODDED. FOUNDATION w WALL (UNBROKEN)
~
~
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w
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tn '
0 6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
'
O
9
0)
`O
SP
.
I
. ,w
i ~
SWALES SHALL 8E CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD,
W1TH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) DRIVEWAY ENTRY PER LOT.
wAIL
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BORDER
EASEMENT
0
N
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3
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~ SCALE: 1 "=30'
~
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Q1 ENGINEER/NQ • SUIiVEY/IYG • PLANNlNO • TE3T/NG
~ A suesrvIaar oF
E LOT 3, BLOCK 28 ~
:3
cn
SUMII~ERFIELD EAST 6TH ADD. OWARD Sr. EER/NG /NC. THAlNROAD ~
Q1 3P0lG4N~ WA 89201 Lt~01 'N~lSTO~W !D 0=1
Q PNGNE (509) 928d f99 PHONE (208) 746-2661
Q FAX (509) 978-0423 Fi4X (208) 74B-BH25
:3
N , - • O ~ . _ F~'- ~ '
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~
i
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~
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AT BEGINNING OR
END OF SWALE, pRIVEWAY TRANSITION ~
SLOPE INTO BOTTOM
AT 4:1
7 TYpE 1 TYPE B CUR6
CURB INLET AND GUTTER ~
9 I I I M
v v u ,v
,
FLOW
CENTERLINE OF SWALE - ' .
~ A
i
• DRIVEWAY
A A A
~ SIDEWALK
o►-
A g C
2 PLAN VIEW OF DRAINAGE SWALE OPTIONS NTs
9 .
SP
L
. ,
r'
I
~
c
o •
x
0
a
N
~
Q
03
.
10.0 5.0' OR 6.0'
co
O
N
° - 6" THICK CONCRETE TOP OF SIDEWALK
a 2,0' PAD FOR DRIVEWAY IS 0.1' BELOW
AND SIDEWALK TOP OF CURB .
p SIDEWALK _
~ . 2%
10'1 -
O •T. ' r„ r .
~
r,
i FINISH SURFACE OF TOP OF SIDEWALK
~ DRIVEWAY IS 0.55' IS 0.0' BELOW
; BELOW TOP OF CURB TOP OF CURB
0
~
I
~
~
c
BOTTOM OF DRIVEWAY
o IS 0.9' BELOW
w TOP OF CURB
~
~
w
~ .
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E.
~
ol
'o 3 SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
.
O
0)
~
i SP
. ,
r
10.0' 5.0'OR6.0
~ . ~
CONCRETE L ~
TYPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK IS 0,2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB ~
.
SIDEWALK
2%
. . r(
• . . , . A~
/ BOTTOM OF SWALE
FINISH SURFACE OF IS 1.2' BELOW TOP OF SIDEWALK
SWALE IS 0.2' BELOW TOP OF CURB AND IS 0.0' BELOW
TOP OF CURB 2.0' WIDE TOP OF CURB
SWALE TO BE SEEDED.
NOTES:
1. SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5) SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4 SP
t
T
.
I
ac
0
~
0
a
N
~ FRAME WALL
~
Q 0
o ab MINIMUM ELEVATION WINDOW OR
o OF CONCRETE SLAB ~ FRAME WALL
o FOR GARAGE
° MINIMUM ELEV.
a OF CONCRETE WALL
o CONCRETE ~ ~ ~
~ IYPE B CURB
cr ~
-v • ° . LOWEST
ELEVATION
~ /TnP OF CURB ELEV, co Y N r N
TOP OF CURB ELEV. OF LIVING
. AREA
~ ' . SIDEWALK
~z . . .,r • , . . . ,
~ TOP OF SIDEWALK
o GRASS SWALE OR IS 0,0' BELOW .
°CONCRETE ORIVEWAY TOP OF CURB CONCRETE •
SWALE TO 8E SODDED. FOUNDATION
w WALL (UNBROKEN)
,
~ .
n w
~
m
w
~
m
E
E
~
~ 6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
,
0
M ~
0)
r,
`O
5P
VFI
a
~ 1
SWALES SHALL BE CONSTRUCTED ALONG THE EN11RE LENGTH OF THE ROAD,
WITH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) DRIVEWAY ENTRY PER LOT.
wniL < ~o
0
w o ~2, ~i , T Bp
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0 40424, EASEMENT
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N cURe
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Nr ENO/NEER/NQ • SC/RVEY/NO • P[.ANNfNC3 • TE3T1N0
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_ - ,.A S~BS/OIAHY OF .
~ LOT 4, BLOCK 28
C F i
(I1
~ SU~dIMERFIELD EAST 6TH ADD. r";z~~a p°S" 47 ,101-TlfAlNROAD;
~ SPOKANE, WA a~?01 y J v,'~r n LEWI3TON~ 10'H3bOf
Q PNONE (508) 32BdJ39 ~ PNONE (208) 74fr1667
Q FAX (509) 328-0423 FAX (208) 7I6-6825
01 y4 y . ~ . .
~
. ~
~ t
p
AT BEGlNNING OR A B C
END OF SWALE, sow-- ~
SLOPE INTO BOTTOM ~ DRIVEWAY TRANSITION
AT 4:1 7YPE 1
7 TYPE B CURB
% CURB INLET AND GUTTER '
V u ~ u ~ u
~
FLOW
CENTERLINE OF SWALE - -
i
DRIVEWAY
n A A A A A A
, SIDEWALK . '1 .
. A B c
2'~ PLAN VIEW OF DRAINAGE SWALE OPTIONS NTs
9 SP
Y
Y
~
♦
F
ni
. ~
~
N
G
O
x
0
Q.
~
L
Q
W
~ 10.0' ' 5.0' OR 6.0'
00
O
N
o 6° THICK CONCRETE TOP OF SIDEWALK
0 2.0' PAD FOR DRIVEWAY IS 0.1' BELOW
AND SIDEWALK TOP OF CURB
0
- SIQEWALK
\ • ~
3; N ~ 'c!
, . o,. Q . , 1 'i
~ .
r- ,
`i FINISH SURFACE OF TOP OF SfDEWALK
ORIVEWAY IS 0.55 IS 0.0' BELOW
~ BELOW TOP OF CURB TOP OF CURB
~
0
d
I
~
rn
c
BOTTOM OF DRIVEWAY
o IS 0.9' BELOW
W TOP OF CURB
-0
L
QC
CC
C .
3
~
' 3 SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
0
0
~
i SP
;
w
~
10.0' 5.0' OR 6.0'
S ~ 1 Y
CONCRETE
TYPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK IS 0.2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB
,f
SIDEWALK J f ~,1
r// t ~ 2% f ►
I • 1
. '1 ' . . ' ,r , , ' ,
~ BOTTOM OF SWALE
FINISH SURFACE OF IS 1.2' BELOW TOP OF SIDEWALK
SWALE IS 0.2' BELOW TOP OF CURB AND IS 0.0' BELOW
TOP OF CURB 2.0' WIDE TOP OF CURB
SWALE TO BE SEEDED.
NOTES:
1. SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5~ SECTION A-A TYPICAL SWALE CONSTRUCTION Nrs
4 SP
'
.
~
r-
I
ac
0
~
0
a
~
` FRAME WALL
Q ~
o f
0
MINIMUM ELEVATION WINDOW OR
o 'OF CONCRETE SLAB ~ FRAME WALL
o FOR GARAGE
° MINIMUM ELEV.
o OF CONCRETE WALL
o CONCRETE
~ 7YPE B CURB •
0)
~ .
~ .
LOWEST
Q TOP OF CURB ELEV. . ~ y N r ~ ELEVATION
n TOP OF CURB ELEV. OF LIVING
~ SIDEWALK AREA
`
o, ' . ~3 . ' • . . . . • . . . . .
~ TOP OF SIDEWALK
a GRASS SWALE OR IS 0.0' BELOW
°CONCRETE DRIVEWAY TOP OF CURB CONCRETE
SWALE TO BE SODDED. FOUNDATION
w WALL (UNBROKEN)
~
~
o •
w
~
v
~
v
E
E
~
Ln
' 6 H4USE FOUNDATION ELEVATION CONTROL DIAGRAM Nrs
0
0
0)
r-
. SP
, .
SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD,
W1TH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) DRIVEWAY ENTRY PER LOT.
N ~ P ARY
F wA k~T B~~N~
~ o ~ ago +
55•30'
-o ` .
.294
0
r-.
NA1Y,:
,
EXPIRES 6/2249)
N C~J
~
~ °O
O
o ry' -
0
Q
N
C
Q
BUILDING
~
o $S SETBACK
~ ---l-
0
ws 14' WIDE
- BORDER
o 10' W1DE UTILlTY EASENIENT
n S/pEwALK _ EASEMENT
N SWq~E
~
o n'PE e ~
Re
,
~ `~0 a=~5'09'45" V~
0, ~ L=99.90, GROWN A . -
° - ~ 22+oo
~ - ~ -
~ STA: 21 +50.n
~ OFFSET 20.0' LT
-o NPE 1 CURB INLET
~ STA: 21 +45.0
a OFFSET: 27.0' LT RIGHT OF WqY -
-o INSTALL TYPE 1
a
CATCHBASIN SCALE: 1 "=30' ~
~ RIM=2035.65
Ln
-0 % ~
~
a) ENG/NEER/NQ • SL/RVEYING • PLA/YN/NCs • TE3T/NO
E
A SU85f0lARYOi"
E LOT 5, BLOCK 28 +a `F
U)
SUMMERFIELD EAST 6TH ADD. 1'220 N. Ho ARDSNEERINQ 'o'TMAfN;
v svoKawQ wa 99201 ,r LEtWlSTON /D 83.i01
Q PHONE (509) 32B51J8 PHONE (208) 748-1681 •
~ FAX (509) 928-0429~ , FAX (208) T6'8828
~ ~ a ~ _ "
C)
Cfl
.
. r
~
q g C
AT BEGINNING OR
END OF SWAI.E,
SLOPE INTO BOTTOM pRIVEWAY TRANSITION ~
AT 4:1
7 TYpE 1 TYPE B CURB
CURB INLET AND GUTTER '
. V u u v v
~ ~
~
FLOW
CENTERLINE OF SWALE : . ~ A n
~
. DRIVEWAY
A A A A
~ SIDEWALK .
.
y►-
. ,q B C
/'2~ PLAN VIEW OF DRAINAGE SWALE OPTIONS NTs
~
SP
~.v
I
~
c
0
-y
0
a
N
~
Q
co
~
10.0' 5.0' OR 6.0'
N ~ -
co
O
N
,
6 THICK CONCRETE TOP OF SIOEWALK
0 2.0' PAD FOR DRIVEWAY IS 0.1' BELOW
~ I AND SIDEWALK TOP OF CURB
~
0
~ SIDEWALK
~ . s:~ 10.1 , , ro , " ~ •
o ` . ' . + . ,
~ . .
ri FINISH SURFACE OF TOP OF SIDEWALK
~ DRIVEWAY IS 0.55' IS 0.0' BELOW
~ BELOW TOP OF CURB TOP OF CURB
~
0
I
L
~
c
W BOTfOM OF DRIVEWAY
p IS 0.9' BELOW
TOP OF CURB
~
~ .
w
~
E-
E.
I '
~n
Q 3 SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
'
0
rn 9
~
r
(D
SP
A
10.0' 5.0' OR 6.0
CONCRETE ~
TYPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK IS 0.2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB ,
. ' f
SIDEWALK
2%
3. ~
/ BOTTOM OF SWALE
FINISH SURFACE OF IS 1.2' BELOW TOP OF SIDEWALK
SWALE IS 0.2' BELOW TOP OF CURB AND IS 0.0' BELOW
TOP OF CURB 2.0' WIDE TOP OF CURB
SWALE TO BE SEEDED.
NOTES:
1. SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
- (TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5 SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4
SP
.
,
n
ni
U ,
~
d
C
O
-y
0
n.
~
~ FRAME WALL
~ .
o ao N MINIMUM ELEVATIaN WINDOW OR
o OF CONCRETE SLAB ~ FRAME WALL
o FOR GARAGE
~ MINIMUM ELEV.
o OF CONCRETE WALL
~ T-
o CONCREfE
~ TYPE B CURB ~
~
3
~ co . LOWEST
0
0 TOP OF CURB ELEV. ' r y N r ~ ELEVATION
~ OF LIVING
o TOP OF CURB ELEV.
LO SIDEWALK AREA
~ . ' : ` ' ~.'r , . . , TOP OF SIDEWALK
~ GRASS SWALE OR IS 0.0' BELOW
a CONCRETE DRIVEWAY TOP OF CURB CONCRETE
CP SWALE TQ 8E SODDED. FOUNDATION W WALL (UNBRQKEN)
N
0
W
ti
N
L
C
E
In
I
VI ' 6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
0
o M 9
cn
h
SP
~
1~
< <
/ N
SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD.
WITH EXCEP110N OF ONE 20-FOOT WIDE (TYPICAL) DRIVEWAY ENTRY PER LOT.
I~T BOUNDARY
P ago 26 ~ ML-M
N~l
6~' IV
~Q`~wwsk
y Z~
2(D
~
29403 3.
1STELZti~
NAL ~
ExRtREB 6/22/ .
N ~
7C) ~ O
-y O ~
0 Q
N
~
t
~ 14' WIDE
N
N SETgpCK BORDER
a ~ gUILDING EASEMENT
32.5 - ~ S
~
-
~--ws ~
o , -
~ ~TILIN EASEMENT
10' WIDE
rq SIDEWALK
~
SWALE -
~ - .
s ,
y
0 TYPE B CURB As12 351~ ~
o ~a82,q4
0)
22 +00
~ ~ -
~
~
- GROWN AVE.
~
~
~
0
RIGHT OF WA
~ SCALE: 1 30' ~
~
Ln
-0
~
`
a) ENQlNBER/NG • 3URVEYlNO • PLANN/NC3r!,TE3 4fNO
~ LOT 6, BLOCK 28 Yz ~ s°~
~ SUMI~ERFIELD EAST STH ADD. "";~~,OYYARD S N~~ERI,lV ~~,N
~ SPOKANE, WA 99201 LEW7STON, /D 83501
Q. PMONB (509) 328-3138 ~ PHONE (206) 74B-2BB7 ~
Q \ / ♦ Fax (sos) 32e-os23
nw'`y/
~ _ ~ ~...a. _ ,;~9^5+4...~
~ • ~ y ~ ~ j ` ~ , 2r ~
I`(O
A g C
AT BEGINNING OR
END OF SWALE, p` DRIVEWAY TRANSITION ~
SLOPE INTO BOTTOM
AT 4:1
7 TYPE 1 TYPE B CURB .
CURB INLET AND GUTTER ~
'
~ ~ I ► I I I I ~ i i ~
i 1 I I I M v 4 V
_ FLOW
CENTERLINE OF SWALE . , '
i
. DRIVEWAY
~ SIDEINALK •
.
m- .
q g C
2 PLAN VIEW OF DRAINAGE SWALE OPTIONS NTS
9 ' SP
A ,
h
N
~
I
Q)
~
~
x
0
a
~
~
Q
~
~ 10,0' 5.0' OR 6.0'
N s °
00
O
N
° 6° 7HICK CONCRETE TOP OF SIDEWALK
0 2 Q~ PAQ FOR DRIVEWAY IS 0.1' BELOW
AND SIDEWALK TOP OF CURB
~ o ~
-SIOEWALK
~ 2% - ~ ~
-c! 6, 1
o
~ ` '
r ~ FINISH SURFACE OF TOP 4F SIDEWALK
fS 0.0' BELOW
, ORIVEWAY IS 0,55
~ BELOW TOP OF CURB TOP OF CURB
~
0
a
~
~
rn
c w BOTfOM OF DRIVEWAY
o IS 0.9' 6ELOW
W TOP OF CURB
-0
~ .
w
~
(U,
E
E.
~
~
a 3 SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
'
,
a
rn 9
m
i SP
~
,
10.0' 5.0' OR 6.0'
CONCRETE r ~ TYPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK ~IS 0.2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB ,
r ~
, '
SIDEWALK ~
2% J5'1
, • . . ~.1 ' 1
. . . . . . . •
BOTTOM OF SWALE TOP OF SIDEWALK
FINISH SURFACE OF IS 1.2' BELOW IS 0.0' BELOW
SWALE IS 0.2' BELOW TOP OF CURB AND TOP OF CURB
TOP OF CURB 2.0' WIDE
SWALE TO BE SEEDED.
NOTES:
1, SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5 SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4 SP
.
♦ h
nl
~
~
~
c
0
-y
0
n
~
~ FRAME WALL
~ o o co N MINIMUM ELEVATION WINDOW OR
o OF CONCRETE SLAB FRAME WALL
N FOR GARAGE
0
° MINIMUM ELEV.
o OF CONCRETE WALL
o CONCRETE
~ lYPE B CURB
m s
o ,
LOWEST
o TOP OF CURB ELEV. '0 r N ~ ~ ELEVATIaN
~ TOP OF CURB ELEV. OF LIVING
AREA
~ SIDEWALK
~ . . . . . . .
~ tOP OF SIDEWALK
0 GRASS SWALE OR IS 0.0' BELOW
CONCRETE DRIVEWAY TOP OF CURB CONCRE7E
C, SWALE TO BE SODDED. FOUNOATION
W WALL (UNBROKEN)
~
~
a
W
b
~
L
v
E
E ~
cn -
' 6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
0
0
~ 9
h
`i SP
. ~
. • •
' a
SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD,
WITH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) DRIVEWAY ENTRY PER LOT.
N~L
T BOUNDp,RY wAS ~O
P~
65.5q
o zsao33o ~
'~tsr~t~
~NAL ~
EXPiRES 61221 cl~7 ~
_o
a~
~
c
a
~
p-
~ O
a b 14' WIDE
CN 5~8P%K ~
WS i E~ EMENT
0 32 5 ~ ~ /~PS~~,E
SS
~ -
o v \1.~~
04
1-1
N ~ 0' `N\~~
~ A 510~ , ~~p
o S* 30 ~q 7A
o ~'$•O -
3.150
N
o ~ g C
~
ri 23+00
O,
>
~
W
~
~ ~WN
~
~ L~
~ SCALE: 1 "=30' ~
y
-0
~
L
(1) ENQ/NEERJNQ • SURVEY/NCi • PLANNIIYG • TE3T/NO
E
E LOT 7, BLOCK 28 ~ A SUBS/OlAAY OF
:3 ~
(I1
SUMMERFIELD EAST 6TH ADD. 1220 N OWARDgT+EER/NQ 101TNA/NROAD
`
4J SPOKAN$ WA 89Z01 ~ LE'1NlSTON, ID 83501
Q PHONB (509) 928.5138 PNONE (208) 748-2661
Q. FAX (509) 328-0429 • FAX (208) 706-6825
~ ♦ / \ /
N ' - - .
O
~ .
r- -
~
i
.
q g C
AT BEGINNING OR
END lJF SWALE, ~ RRIVEWAY TRANSITION ~
SLOPE INTO BOTTOM
AT 4:1
7 TYpE 1 TYPE 6 CURB .
CURB INLET AND GUTrER ~
/ I I I I I I , X ~
v v v
FLOW
CENTERLINE OF SWALE '
i
. DRIVEWAY
A A A 1\ A n
~ SIDEWALK .
A B ~ .
~ PLAN VIEW OF DRAINAGE SWALE OPTIONS NTs
~ .
SP
~
~
nl
. .a
~
N
C
O
~ • .
0
N
~
Q
~
~ 10.0' 5.0' OR 6.0'
N - r •
00
O
N
o , - 6" THICK CONCRETE TOP OF SIDEWALK
o 2 0' PAD FOR DRIVEWAY IS 0,1' BELOW
AND SIDEWALK TOP OF CURB
~ .
o ~
~ SIDEWALK 2% ' r
3 I~ -
~ ~ -
~ ~a 1
~ . ~ , .
i FINISH SURFACE OF TOP OF SIDEWALK
~ DRIVEWAY IS 0.55' IS 0.0' BELOW
~ BELOW TOP OF CURB TOP OF CURB
,
0
a`
I
~ •
~
c .
w BOTfOM OF DRIVEWAY
a IS 0.9' BELOW
w TOP OF CURB
~
m
w
~
EE,
~
' 3 SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
o ,
0
in
C, 9
i SP
.
.
10.0' 5.0' OR 6.0'
CONCRETE
TYPE 8 CURB 5,0' FINISH SURFACE TOP OF SIDEWALK IS 0,2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB ,
SIDEWALK
2% f t
.,i' ~ j
. ~ / ~ •1 ~
.
/ BOTTOM OF SWALE
FINISH SURFACE OF IS 1.2' BELOW TOP OF SIDEWALK
SWALE IS 0.2' BELOW TOP OF CURB AND IS 0.0' BELOW
TOP OF CURB 2.0' WIDE TOP OF CURB
SWALE TO BE SEEDED.
NOTES:
1. SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5 SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4
SP
~Y
.
L
r-~
I
ac
0
~
0
a
N
~ FRAME WALL
Q 0
0
~ N MINIMUM ELEVATION WINDOW OR
o OF CONCRETE SLAB FRAME WALL
N
0 FOR GARAGE
° MINIMUM ELEV.
a OF CONCRE7E WALL '
o CONCRETE
TYPE B CURB
Cn
~
~ , .
LOWEST
~ ~
o TOP OF CURB ELEV, ~ y N N ~ ELEVATION
~ OF LIVING
TOP OF CURB ELEV.
AREA
~ SIDEWALK
.r .
~ . . . . . .
TOP OF SIDEWALK
~ GRASS SWALE OR IS 0.0' BELOW
CONCRETE DRIVEWAY TOP OF CURB CONCREfE
SWALE TO BE SODDED. FOUNDATION w WALL (UNBROKEN)
~
~
~
w
ro
~
'h .
L^`
W
E
E
~
N
' 6 HOUSE F4UNDATION ELEVATION CONTROL DIAGRAM NTs
0
~
~
01 9
r,
SP
t
i ~
SWALES SHALL BE CONSTRUCTED ALONG THE EN71RE LENGTH OF THE ROAD,
WITH EXCEPTION OF ONE 20-FOOT W1DE (TYPICAL) DRIVEWAY ENTRY PER LOT.
NEIL
`"ASxJ* t
8
P/ Z
I 29403
00 Fcrsrfl-~ G~
,
I~NAi, tiV'
EXPIRES 6/22/
N
9
.w
~
~
~
~
C
a
~
0
a
~
~ 14' WIDE
G
a ~ BORDER
co 'A EASEMENT
o
~p.SEME
o ~
~ ' WS~ E ~
N i ~ o~ W~~ DE~I p,~K
o
~ ~p 4'
~
° uR N
0
r~ 2A40o
O~N
~
>
-0 ~
,
w
Ln
o R1~N~
~
SCALE: 1 "=30'
~
Ln
~
a) ENG/NEER/NG • SURVEY/NC3 • PLANN/NC; • TESTlNC;
E
A SLBSIDIARY OF >
LOT 8, BL4CK 28
(!1 - SUMMERFIELD EAST 6TH ADD • 1220N. MOWARD SNEER/NQ 'INC.
101 ~ SPOKANF WA 98201 LEW! O I~D 83501
C PHONB (SOm) 928.l139 ^ r PNONE (208) 7462661
d FAX (509) 328-0429 FAX (208) 74B-6825 ,
,7 • ,
M . ~
n
~
i
,
4.
,q g C
AT BEGINNING OR
END OF SWALE, ~ DRIVEWAY TRANSITION ~
SLOPE INTO BOTTOM
AT 4:1 TYPE 1 TYPE B CURB
CURB INLET AND GUTTER
/ ~ ~ 1 1 4 h ~ I v v
- - ~
v v
FLOW
CENTERLINE OF SWALE . , '
~ A
i
DRIVEWAY
A A A A A A A
~ SIDEWALK .
q g C
~2 PLAN VIEW OF DRAINAGE SWALE OPTIONS NTs
~
SP
N
~
~
QS
C
a
~
o .
a
~
~
~
00
~r
10.0' 5.0' OR 6.0'
N ~ . .
00
Q
N
6° THICK CONCRETE TOP OF SIOEWALK
0 2 0~ PAD FOR DRIVEWAY IS 0.1' BELOW
r AND SIDEWALK TOP OF CURB
~ SIQEWALK ~
cn ~ 2% '
3 ~ .
a . 6,1 10;1 .
V+ • ' , I ~
r,
`i FINISH SURFACE OF TOP OF SIDEWALK
dRIVEWAY IS 0.55' IS 0.0' BELOW .
° BELOW TOP OF CURB TOP OF CURB
~
~
0
a.
~
~
rn
c
W BOTTOM OF DRIVEWAY
o IS 0.9' BELOW
w 70P OF CURB .
~
~
~
~
E
E. 3
~
' 3~ SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
0
Q
rn 9
CY,
i SP
4
M
Y
10.0' 5.0' OR 6.0
CONCRETE r ~
TYPE B CURB 5,0' FINISH SURFACE tOP OF SIDEWALK IS 0.2' BELOW IS 0.1' BELOW
. rOP OF CURB TOP OF CURB ,
. ' f
SIDEWALK
2% ~
j~. / yi
~i' 3'1
. ' . ' ~;1
~ BOTTOM OF SWALE
FINISH SURFACE OF IS 1.2' BELOW TOP OF SIDEWALK
SWALE IS 0.2' BELOW TOP OF CURB AND IS 0.0' BELOW
TOP OF CURB 2.0' WIDE TOP OF CURB
SWALE TO BE SEEDED.
NOTES:
1. SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5 SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4
i SP
~
r'r
k
ra .
I
~
c
0
-y
0
a
~
s FRAME WALL
Q ~
o f
o CC) N MINIMUM ELEVATION WINDOW OR
o OF CONCRETE SLAB ~ FRAME WALL
N FOR GARAGE
0
° . MINIMUM ELEV.
a . OF CONCRETE WALL
o CONCREfE
TYPE B CURB ~
~
~
cn • Nt . LOWEST
~ TOP OF CURB ELEV. ~ y N y ~ ELEVATION
n TOP OF CURB ELEV. OR~LIVING
SIDEWALK
~ ' . -
% , . ' . . • . . ~
70P OF SIDEWALK
p GRASS SWALE OR IS 0,0' BELOW
CONCRETE DRIVEWAY TOP OF CURB CONCRETE
c, SWALE TO BE SODDED. FQUNDATIQN
w WALL (UNBROKEN)
~
N
0 '
W
~
d
w
~
QCl
CC
C
7
6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
0
0
~ 9
~
r,
i SP
r y
. ~ ~ 1 ♦
SWALES SHALL 8E CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD,
WITH EXCEPTION OF ONE 20-FOOT WIOE (TYPICAL) DRIVEWAY ENTRY PER LOT.
N EIL
wAS~~~ ~
o
la ooNO Z ~
~
~ a0 0 -o
~ ~ 2saos
~NAL ~
EXp1RES 6122/
O ~
CP.
~
~
~
v
0
le -14' WIDE
° BORDER
N EASEMENT
~
~ G ~ ~WS ~
o ~ ~SS ~ ~PSEM
E K
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~
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o S~IPLE ~ STA: 25+00.0
~ OFFSET 20.0' LT
~ GvRB 400 TYPE 1 CURB INLET
o ~ -
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Q) ENQ/NEER/NG • SURVEYIIYGi • PLAIYN/NQ • TE3T1N0
E
A St/BSfOIARY OF
c LOT 9, BLOCK 28
U) LJW(H
~
SUMMERFIELD EAST 6TH ADD. ;z20 N OWAROSNEER, 'lNG ~NC. 10 1 TNAlNROAD SPOKAHE, WA 89T01 j,v_. LEW/STON, ID 83501
Q PHONE (50D) 92Bd1J9 PHONB (208) 748-2661
Q FAX (SOB) 328-04?3 FAX (208) 748-6825 . '
7
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AT BEGINNING OR
END 0F SWALE, ~ DRIVEWAY TRANSITION ~
SLOPE INTO BOTTOM
At 4:1
7 npE 1 TYPE B CURB CURB INLET AND GUTTER ~
/ I I I I I I , X ~ M,
v V v ~ ~ U U
FLOW
CENTERLINE OF SWALE
i
DRiVEWAY
A A A
~ SIDEWALK .
A g C
2 PLAN VIEW OF DRAINAGE SWALE OPTIONS NTS
. 9
SP
~
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6
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10.0, 5.0' OR 6.0'
00
O
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o 6" THICK CONCRETE TOP OF SIDEWALK
0 2,0' PAD FOR DRIVEWAY IS 0.1' BELOW
AND SIDEWALK TOP OF CURB
o ~
~ sioEwALK .
~ 2% .
v 6' ~ 10:1 ~
°o • . , .
a~i • . , ~
r•,
~i FINISH SURFACE OF TOP OF SIDEWALK
~ DRIVEWAY IS 0.55' IS 0.0' BELOW
~ BELOW TOP OF CURB TOP OF CURB
~
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c
w BOTfOM OF DRIVEWAY
o IS 0.9' BELOW
w TOP OF CURB
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' 3 SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
o .
~
~ 9
~
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•
Y
10.0' 5.0' OR 6.0: t,
CONCRETE
TYPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK ~IS 0.2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB ,
' r~ . .
SIDEWALK
2% . ' . ; • . ' q.;1
. . .
BOTTOM OF SWALE TOP OF SIDEWALK
FINISH SURFACE OF IS 1.2' BELOW IS 0.0' BELOW
SWALE IS 0.2' BELOW TOP OF CURB AND TOP OF CURB
TOP OF CURB 2.0' WIDE
SWALE TO BE SEEDED.
NOTES:
1, SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAO, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIUEWAY ENtRY PER LOT. THE MINIMUM SWALE LENGTH REQUIRED ALONG CROWN AVENUE IS
APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN RDAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
~ SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4 SP
. •
ni
- ~ .
~
N
C
a
~
0
0.
N
s- FRAME WALL
Q ~
o ~
o . •
ro MINIMUM ELEVATION WINDOW OR
o QF CONCRETE SLAB ~ FRAME WALL
N FOR GARAGE
0
° MINIMUM ELEV.
o OF CONCREfE WALL
o CONCRETE
~ TYPE 8 CURB ~
~
~
co LOWEST
~ TOP OF CURB ELEV. r M N r ~ ELEVATION
TOA OF CURB ELEV. OR~LIVING
SIDEWALK
~ • . ~ .
• . • ; '
S • t• . . . ' . . • . . . .
~ TOP OF SIDEWALK
a GRASS SWALE OR IS 0.0' BELOW
CONCRETE DRIVEWAY TOP OF CURB CONCRE7E
SWALE TO 8E SODDED. FOUNDATION
w WALL (UNBROKEN)
.
~
a w
b
a~
,i
a,
E
.E
V) ' 6 HOUSE FOUNDATION ELEVATION CONTROL DIAGRAM NTs
0
0
~ 9
~
i SP
1
/ ~
SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD,
WITH EXCEPTION OF ONE 20-FOOT WIDE (TYPICAL) DRIVEWAY ENTRY PER LOT.
Bo~N~ARY
'
P =1 . 55.011
oF
o ~
z ~ G
- EXISTIN&
10' W I OE
)Q UTIL ITY
29 a03 EASEMENT
~tsTEt~~~G~~' ~ PER AFN
~ ~NAL 4740419
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UTILITY 32i , PER AFN
~ EASEMENT 4718034
~
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~
~
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Li
OFFSET: 27.2' LT
a INSTALL TYPE B
~ DRYWELL
~ RIM=2036. 10
SCALE: 1"= 30' ~
~
Ln
~
~
~ ENQJNEER/Na • S[JRVEY/NQ • PLANN/NG • TEST/IYO
-a.,~...,~,+.
~ LOT 10, BLOCK 28 A~BS~v
. „ ~
:3
Ln lAOiEJ.'. . ' • ~4
SUMMERFTELD EAST 6TH ADD. 1220 w~~, ~ p.~~/~N~ ~NC. _ k~.
` S r"' ~'~~~f..fO1TMAfNRQAD- ~4
~ ~ i~W1STON; ~fD 83501 ~
Q PHONE (509) 928d13a PHONE (?08) 748-?861 Q FAX (SQ9) 92H-0i29 FAX (708) 74"W5 / t w
Q ~S~`I ~ y •4
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~
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~
AT BEGINNING OR A B C
END OF SWALE, ~
SLOPE INTO BOTTOM DRIVEWAY TRANSITION
AT 4:1 TYPE 1
7 TYPE B CURB
CURB INLET AND GUTTER '
~ j I I I I I ~ I ~
V V V U
~
FLOW
CENTERLINE OF SWALE - -
~ A i~
DRIVEWAY
A n n A A ~ A
, SIDEWALK
A B C
2 PLAN VIEW OF DRAINAGE SWALE OPTIONS NTs
99
SP
l
,
c
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10.0, 5.0' oR 6. 0'
N ~ -
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O
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o 6° THICK CONCRETE TOP OF SIDEWALK
0 2,0' PAD FQR DRIVEWAY IS 0.1' BELOW
AND SIDEWALK TOP OF CURB
~ 0
SIDEWALK , ~ 2%
6; 1 ~ ~
N
L , ' •
0 . • ' •
Q . . • 7 . . , y ' t
M , .'..•~r•1• I~
V+
i FINISH SURFACE OF TOP OF SIDEWALK
DRIVEWAY IS 0.55' IS 0.0' BELOW
~ BELOW TOP OF CURB TOP OF CURB
~
~
0
a
~
~
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w BOTrOM OF DRIVEWAY
a IS 0.9' BELOW
W TOP OF CURB
~
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' 3 SECTION C-C FUTURE DRIVEWAY CONSTRUCTION NTs
0
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a
N
~ FRAME WALL
Q ~
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o 66 N MINIMUM ELEVATION WINDOW OR
o OF CONCRETE SLAB ~ FRAME WALL
a FOR GARAGE
° MINIMUM ELEV.
o OF CONCREfE WALL
o CONCRETE
`TYPE 6 CURB ~
s
v . LOWEST
o ELEVATION
Y N r ~
TOP 0F CURB ELEV. ~ ~
M OF LIVING
TOP OF CURB . ELEV.
AREA
~ SIDEWALK
~ .
.
~ , . • . ~ , , • . . , ,
' TOP OF SIDEWALK
o GRASS SWALE OR IS 0.0' BELOW
CONCRETE DRIVEWAY TOP OF CURB CONCRE7E
SWALE TO BE SODDED. FOUNDATION
w WALL (UNBROKEN)
~
~
a w
'0
~
~
~
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~
:3
U) •
' 6 HOUSE FOUNDATION ELEVATI4N CONTROL DIAGRAM NTs
0
Q
~ 9
~
ri SP
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k
v
. 10.0' 5.0' OR 6.0
~ ►
CONCRETE
TYPE B CURB 5,0' FINISH SURFACE TOP OF SIDEWALK IS 0,2' BELOW IS 0.1' BELOW
TOP OF CURB TOP OF CURB
SIDEWALK
/ 4•~ ~ 2% 3.
. \ ' I' ' '1 / ~ I
. ; ' • ' • . • , ~.1
BOTTOM OF SWALE TOP OF SIDEWALK
FINISH SURFACE OF IS 1.2' BELOW IS 0.0' BELOW
SWALE IS 0.2' BELOW TOP OF CURB AND TOP OF CURB
TOP OF CURB 2.0' WIDE
SWALE TO BE SEEDED.
NOTES: 1. SWALES SHALL BE CONSTRUCTED ALONG THE ENTIRE LENGTH OF THE ROAD, WITH EXCEPTION OF ONE 20-FOOT WIDE
(TYPICAL) DRIVEWAY ENTRY PER LOT. THE MINIMUM SWALE LENGTH REQUIREO ALONG CROWN AVENUE IS
' APPROXIMATELY 783LF PER EACH SIDE OF THE ROAD. CALVIN ROAD REQUIRES A MINIMUM SWALE LENGTH OF
APPROXIMATELY 273LF PER EACH SIDE OF THE ROAD.
5 SECTION A-A TYPICAL SWALE CONSTRUCTION NTs
4
SP
ENGINEERING • LAND SURVEYING • PLANNING • MATERIALS TESTING
~
. 'r s 86~
:
.,e
i
~ SUMMERFIELD EAST, 6TH ADDITION
RESIDENTIAL SU.BDI VISION
~ SPOKANE, WASHINGTON
~
' (Section 35, T 36N, R44E WM)
~
STORM WATER DESIGN
DRAINAGE STUDY REPORT
~
~
, ' ,
,
prepared by
~ USKH / WYATT ENGINEERING, INC.
A Subsidiary of USKH, Inc.
1220 N. Howard Street
~ Spokane, Washington 99201
(509) 328-5139 PH
(509) 328-0423 FX
OFRGIAL PUBUC DOCUMENT SPOKANE COUMY ENGIHONS OM -
- - OR G NALe--~-L
PROJECT # J
SUBMITTAL # ~
Submittal Date: March 7, 2003
~
RETURN T4 COUNTY ENGlNEE
~
Copy No.
~ 1:1679302-Tuppcr Summerfield Sth Add PSEIReportslDrainagel6th addition1679302-DrainageRpt-6thAdd.wpd HEC~ ~1*% L~
~ "~0 1 "PI1;,
jPOfG4NE C0~~1~ ~~G1P~EEi-
Summerfield East 61° Addition
Subdivision
Y_ SUIIIMERFIELD EAST, 6TH ADDITION
_ RESIDENTIAL SUBDI VISION
~ SPOKANE, WASHINGTON
(Section 35, T 36N, R44E W1V1)
~
L
STORM WATER DESIGN
DRAINAGE STUDY REPORT
~ "The design improvemenh shown in thrs set of plans and calculcfions conform to the ,
~ applicoble editions of the Spokone County Sfandards for Road and Sewer Conshuction and the
Spokane Covnty Guidelines for Stcrmwater Management. All design deviations (ff ony) have
- been approved by the Spokcne County. 1 approve these plans for construction."
N ~
wAsk,
~
~ R~~~
~~N~ ~
- LEXPIRES 6/22! o3
USKFI / Wyatt Engineering (679302) Storm Water Brief
~Mazch 7, 2003
I
1.J
i
~J
~
~
Summerfield East 61 Addition
Subdivision
~
Table of Contents
,
Section Page
_ I 1.00 Introduction 1
2.00 Site Conditions 1
~
3.00 Drainage Area Summary 2
~ 4.00 Summary of Stormwater Calculations 4
5.00 Erosion Control Considerations 5
6.00 Summary/Conclusions 6
List of Tables
" 4.01 Tabular Summary of Storm water Analysis 5
-J List of Appendices
~ Appendix I- Project Location Map
~ Appendix II - Soils Information
Appendix III - Drainage Area Map
~ Appendix N- Rational Method Catculations
_ Appendix V- Miscellaneous Figures
Appendix VI- Miscellaneous Letters
_J
USKH / Wyatt Engineering (679302) Storm Water Brief
March 7, 2003
~
~
,
Summerfield East 61° Addition
~
Subdivision
~
~
~ Drainage Study Report for Storm Water Design
~ 1.00 Introduction
J The intent of this design study report is to determine the peak storm water runoff resulting from the
~ proposed design of Summerfield East 6`I Addition. The proposed project is located in Spokane County,
Washington (T26N, R44E WM), located north of Olympic Avenue and west of Burns Roads. (See
v Appendix I- Project Location Map). This project consists of the construction of roads and utilities for the
development of 22 residential lots. The road improvements are portions of the existing paved streets
Calvin Road and Crown Avenue. This project includes excavation and backfill for structural roadway
sections, pavement, sidewalk, curb and gutter, and utilities, including the necessary storm drainage
~ improvements to handle runoff.
_J
The storm drainage system (i.e. type "A" and "B" drywells, grassed percolation areas (GPA) or "208"
~ swales) will be installed to accommodate the storm water runoff generated by the impervious areas
created by constructing Calvin Road and Crown Avenue. Additional drywells will be installed to
J accommodate stormwater runoff from non-impervious surfaces of the lots. (Refer to Appendix III -
Drainage Area Map).
~ 2.00 Site Conditions
~ Soils in the area consist of Garrison Gravelly Loam (GgA) and Garrison Very Gravelly Loam( GmB), and
~ are shown on the attached SCS soils map (Refer to Appendix H - Soils Information) for Spokane County,
Washington.
- Further geotechnical investigations were performed by Strata to evaluate existing subgrade materials.
Testing identified the existing subgrade material as predominantly SM (Silty Sand/Sand-Silt mixtures)
~ materials over GM (Silty Gravel, Gravel-Sand-Silt mixtures) materials, as classified under the Unified Soil
-~Classification System (USC). These materials are covered with a top layer of ML (Inorganic Silt, Sandy
or Clayey Silt). A copy of the Geotechnical Report, prepared by Strata is attached (See appendix II -
~ Soils Information) for detailed soils information and recommendations.
As per the Spokane County Stormwater Guidelines, this soil allows for the use of drywells to dispose of
stormwater runoff.
F7
~I .
USKH / Wyatt Engineenng (679302) Storm Water Brief
' March 7, 2003 Page 1
U
i
Summerfield East 6' Addition
Subdivision
, 3.00 Drainage Area Summary
~ The project area consists of six (6) new drainage areas (DA). All drainage areas consist of the pervious
lot acreage and impervious asphalt, curbing, sidewalk, roof and driveway, which comprise the subdivision
improvements. The slope within each DA generally ranges from approximately 0.5% to 1.5% in the area
of construction. Following is a summary description of each Drainage Basin:
Basin DA-8: ~ V
J This basin has a total drainage area of 62,372 ft2 and incl es approximately 220 LF of Crown
Avenue. This basin area also includes drainage for fve 5) respective adjacent lots. The
~ previous development (Summerfiel East 41 Addition) included a type "B" drywell and catch
basin for future development in thi area, under DA-5 and DA-6 of. the 4~'' Addition. This basin
area was combined with DA-8 to ccommodate flow and drainage structures. Therefore a
^ combined total basin area of 86, 3 ft2 has been provided and will accommodate a total of
approximately seven (7) respective adjacent lots on the north and south areas of Crown Avenue.
Flow from this basin will be diverted offthe street area via curb and gutter. Flow will then eacit
^ the gutter t type 1 curb openings located on Crown Road. Flow will drain and be treated
' throu swale #8 d will have a total bottom area of 1,064ft2 and treatment volume of 1,070 ft3.
~ Discharg x~r ~s basin will be deposited into one (1) exPing type "B" drywell. Based on the
equations for capacity of curb opening inlets on page 6-40, "Guidelines for Stormwater
✓ Management," a 2-foot opening is adequate. \ J
C,o~' ~ •
~ Basio DA-9:
J This basin has a total drainage area of 94,893 ft2 and includes approximately 375 LF along Crown
~ Avenue. This basin area atso includes drainage for approximately seven (7) respective adjacent
lots. Flow from this basin will be diverted off the street area via curb and gutter. Flow will then
~ exit the gutter through type 1 curb openings located Afl,191ftl venue. Flow will drain and be
~ treated through swale #9 and will have a bottom are) nd tYPtreatment volume of
1, 197f~. Discharge from this basin will be dePosit1 e"B" d~ell. Based on the equations for capacity of curb opening inlets on "Guidelines for Stormwater k;~v
~ Management," a 2-foot opening is adequate.
~ ~
Basin DA-10: 1V
~
I
~ This basin consists of the remaining drainage area not covered under DA-8 and DA-9, along
Crown Avenue. This basin is 30,600 ft2 in size and includes approximately 175 LF along Crown
~ Avenue and approximately two (2) respective adjacent lots. Flow from this basin will be diverted
J off the street area via curb and gutter. Flow will then exit the gutter through type 1 curb openings
located along of Crown Avenue. Flow will drain and be treated through swale #10 and will have a
~ minimum swale bottom area of 436 ft2 and treatment volume of 442 W. Discharge from this basin
USKH / Wyatt Engineering (679302) Storm Water Brief
March 7, 2003 Yage 2
~
' I
Summcrficld East 6' Addition
Subdivision
will be deposited into one (1) type "A" drywell. Based on the equations for capacity of curb
opening inlets on page 6-40, "Guidelines for Stormwater Management," a 2-foot opening is
~ adequate.
Basin DA-11:
This basin has a total drainage area of 45,012 ft2 and includes approximately 250 LF of Calvin
Road. This basin area also includes drainage for three (3) respective adjacent lots. The proposed
~ development (Summerfield East 51 Addition) includes a type "A" drywell and catch basin for
future development in this area, under DA-2 of the 5" Addition. This basin area was combined
with DA-l 1 to accommodate flow and drainage structures. Therefore a combined total basin area
of 48,5673 ft2 has been provided and will continue to accommodate a total of three (3) respective
` adjacent lots along Calvin Road, south of the intersection of Calvin and Crown. Flow from this
~
basin will be diverted offthe street area via curb and gutter. Flow will then exit the gutter
through type 1 curb openings located on Calvin Road. Flow will drain and be treated through
swale #11 and will have a total bottom area of 702ft2 and treatment volume of 708 ft~. Discharge
~
from this basin will be deposited into one (1) existing type "A" drywell. Based on the equations
~ for capacity of curb opening inlets on page 640, "Guidelines for Stormwater Management," a 2-
foot opening is adequate..
- Basin DA-12:
~ This basin has a total drainage area of 18,856 ft2 in size and includes the west area of Crown
~ Avenue, west of the intersection of Crown and Calvin Road. This area includes drainage for one
(1) respective adjacent lot. Flow from this basin will be diverted off the street area via curb and
gutter. Flow will then exit the gutter through type l curb openings located along Crown Avenue.
Flow will drain and be treated through swale #12 and will have a minimum swale bottom area of
440 ft2 and treatment volume of 446 fl. Discharge from this basin will be deposited into one
~ type "A" drywell. Based on the equations for capacity of curb opening inlets on page 640,
- "Guidelines for Stormwater Management," 2-foot openings are adequate.
` Basin DA-13:
This basin has a total drainage area of 30,278 ft2 in size and includes the north area of Calvin
Road Avenue, north of the intersection of Crown and Calvin Road. This area includes drainage
i- ~ for three (3) respective adjacent lots. Flow from this basin will be diverted off the street area via
' curb and gutter. Flow will then exit the gutter through type 1 curb openings located along Calvin
`Road. Flow will drain and be treated through swale # 13 and will have a minimum swale bottom
~area of 388 ft2 and treatment volume of 394 W. Discharge from this basin will be deposited into
1 one (1) type "B" drywell. A type "A" drywell is adequate, but more flow could be accepted from
~ future phases with a type "B" drywell. Based on the equations for capacity of curb opening in(ets
, on page 640, "Guidelines for Stormwater Management," 2-foot openings are adequate.
i
USKH / Wyatt Engineering (679302) Storm Water Brief
j March 7, 2003 Page 3
~
~
~
Summerfield East 6' Additivn
Subdivisinn
4,00 Summary of Stormwater Calculations
~ Attached are worksheets {See appendix W - RationalMethod Calculations} which detertnine the p~ak-
storm water runoff for Past-Development conditions for each raadway DA. The defned draunage areas
~ are less than 10 acres in size and vvere analyzed using the ra#ional methnd (Q=CIA) to determine the
peak storrn water runoff based an a 10 Y'R design frequency. The tirne ofconcentration ('Tc) for the
-far#hest sub-basin (1ongest Tc) was detertnined using the method outlined in the "Guidelin~~ -for
Stormwater Niarragernent", Spokane County, WA.
For all dr°ainage aceas using the Ra#ional Method, the Jntensity-Duration Curve for the Spokane Area was
~ u-sed to determine the correspanding intensit3' (1) for each time of concentration. A weighted runoff
coef,.[,icient (C) is calculated for the Post-Develvpment conditions, usrng fihe surface types and areas
within the each drainage area (DA).
Grassed percolativn areas (or "208" swales) will be used for storm water treatrnent aund detenfiion for the
Summerf.ield Subdivision drainage areas (DA's), Type "A" andlor Type "B" drywells will be installed
within the grass percola#ion area (GPA). The drywell rims wiil be elevated 0,5 feet above the bvttom
~ elevation of the GPA. The intent is to pravide storage for the first Y2 inch of stvrrn water generated frorn
impervious areas that require treatrnent. T'hese areas include the road, cu.rbs and driveuvays.
- The capacity of each type "A" drywell is 0.3 cfs a-nd for each type "B„ dryvvelr is I cfs in the Garrison
soils as outlined in the 5pokane County Guidelirtes for 5torm water Management, Pg 4-15.
~ CJ'sing t-he Bawstring Method, the pealc runoff is routed thmugh each respective GPA to determine trie
Ni'inimum Required Storage Valume. The Minimum Required Storage Volume is then determined and
~ eompa.red ta the Provided Starage Volume by th~ GPA.
T'he Minirrrum Required Storage 'Vvlume consists of both the valume requtred for treatment (described
~ above) plus the required detentian volume. The detentian valume is the difference between the inflow
~ and nutflow rates. (See Design Caic~lations). In each DA, the Provided Storage Volume will exceed the
Minimum Required Storage VQlume.
- Curb inlets, sidewalk inlets or catch basins will be used ta diverk storn water fram the roadway areas into
the grassed percolatinn area (or "208" svvale). The minimurn required length ofcurb opening is
J determined based on #he procedtire outlined in the 5pokane Courtty "Guidelines for Storm water
- Management". For asump condition, the procedure is based on a full apening of 0.5 feet (or 6 inches) of
a type A curb atong with a 2" inlet depression (Seic SpQkane County Standard, B-9 for dimensions) vr js
~ based on a full, opening of 4" in the case afa T}{pe 2 sidewalk inl,et. For a catch basin inlet on a grade,
-f.igure 15 from the Spak,atte Cau.nty "Guidelfnes for Stnnn water Management" was used to deterrnine the
amount of -t1ow captured and the arnount bypassed to downstrearn basins. These calculations are
.included in each basin calculatinn.
LTSKH JWya#t Engineering (6793[}2) S#ortxx Water Brief
~ March 7, 2003 ' Page 4
J
Summerfield East 6t° Addition
Subdivision
~ 4.01 Tabular Summary of Storm water Analysis
Drainage Time of Rainfall Weighted Total Peak Runoff Minimum
- Area, Concentration, Intensity, T Coefficient, Area, A QIoYR Required
DA Tc (min.) (inlhr) C (acres) (efs) Storage
(CF)
~
~
J Post-Development - Summerfield East, 6t° Addition
~ DA-8 * 0.99 3.18 0.53 2.00 3.35 1,389
I
~ DA-9 0.88 3.18 0.54 2.18 3.71 1,576
DA-10 0.88 3.18 0.55 0.70 1.23 560
~ DA-11 0.88 3.18 0.52 1.11 1.85 921
DA-12 0.79 3.18 0.54 0.43 0.75 448
J DA-13 0.88 3.18 0.58 0.70 1.28 416
~1I
Post-Development - Summerfield East, 5`h Addition
DA-2 0.46 3.18 0.59 0.29 0.15 123
Post-Development - Summerfield East, 4`h Addition
DA-5&6 1.29 3.18 0.59 0.56 1.05 388
^ * lncludes drainage area from Summerfield East, 41 Addition.
_ Includes drainage area from Summerfield East, 51 Addition.
~ 5.00 Erosion Control Considerations
The erosion or sediment control plans are included as part of this project.
The Contractor is responsible for insuring the use of proper erosion control and shall maintain such
measures throughout construction, until all pertinent landscaping and permanent erosion control measures
~ (i.e. grassed areas, paved surfaces) have been established. Maintenance shall include daily inspections
and repair of the silt fencing, hay bales, or other. The Contractor will also inspect all erosion control
measures following each storm water event during construction or until the permanent measures are
~ established.
Specific temporary measures which will be used during construction include the installation of silt fences,
hay bale check dams, and construction entrances. The measures will be installed along the down gradient
~ property lines, parallel with the existing ground contours or perpendicular to the storm water runoff
direction. The upstream ends of all existing culverts will be protected by the installation of hay bales.
,
USKH / Wyatt Engineering (679302) Storm Water Brief
March 7, 2003 Page 5
! _i
;l
Summerfield East 6' Addition
Subdivision
Construction entrance will be required in order to clean the tires of trucks and vehicles exiting the
construction area.
Periodically, the temporary erosion control measures must be cleaned of debris and siltation. The
contractor shall dispose of the materials so as not to damage any reclaimed areas or create other erosion
- problem areas. Upon direction by Spokane County, Owner or Engineer, the Contractor may also be
required to clean the County roadway of siltation or other debris which may occur along Crown Avenue,
Burns Road, and/or Calvin Road at the construction entrances.
~
~ 6.00 Summary/Conclusions
The storm water runoff generated by post-development conditions of the Summerfield Subdivision project
~ will be directed to `208' swales sized to handle the first'/2 inch of stormwater runoff. Discharge from
~ these swales will be directed into the subsurface native soils using either type "A" or type "B" drywells.
The GPAs (or "208" swales) will function as storm water detenrion areas as well as provide treatment
~ prior to discharge into type "A" or "B" drywells.
DA-8, including DA-5&6 from Summerfield 41 Addition, are 2.0 acres in size with 0.39 acres of
~ impervious area. Drainage will be directed into two (2) `208' swales with a minimum capacity of 1,389CF
and will be discharged into the subsurface strata via one catch basin and (1) type "B" drywell.
✓ DA-9 is 2.18 acres in size with 1.45 acres of impervious area. Drainage from DA-9 will be directed into
two (2) `208' swales with a minimum capacity of 1,576 CF and will be discharged into the subsurface
strata via one catch basin and (1) type "B" drywell.
DA-10 is 0.7 acres in size with 0.17 acres of impervious area. Drainage from DA-10 will be directed into
four (4) `208' swales with a minimum capacity of 560 CF and will be discharged into the subsurface strata
~ via one catch basin and (1) type "A" drywel l.
DA-11, including DA-2 from Summerfield SL' Addition, are 1.11 acres in size with 0.23 acres of
impervious area. Drainage will be directed into two (2) `208' swales with a minimum capacity of 921CF
~ and will be discharged into the subsurface strata via one catch basin and (1) type "A" drywell.
✓ DA-12 is 0.43 acres in size with 0.11 acres of impervious area. Drainage will be directed into two (2)
~ `208' swales with a minimum capacity of 448CF and will be discharged into the subsurface strata via one
~ catch basin and (1) type "A" drywell.
~
--DA-13 is 0.70 acres in size with 0.16 acres of unpervious area. Drainage will be directed into two (2)
`208' swales with a minimum capacity of 416CF and will be discharged into the subsurface strata via one
~ catch basin and (1) type "B" drywell.
USKH / Wyatt Engineering (679302) Storm Water Brief
March 7, 2003 Page 6
i
~
_ Summerfield Cast 61 Addition
Subdivision
The Contractor(s) will be responsible for the proper installation and maintenance of all temporary erosion
control measures necessary to protect down gradient areas from siltation. The Contractor shall also
rT protect against siltation of the drywells and GPAs (or "208" swales) throughout construction.
✓ To prevent runoff entering from the north of the plat and provide an addition factor of safety against
flooding f.rom the Zone B Flood Plain, a one foot berm was constructed along the north boundary of the
plat, for Summerfield East 4'h Addition. Type "B" drywells were installed at the east and west ends of
J the berm to handle any runoff that accumulated against the berm. These measures were outlined by
~ Spokane County as a requirement for that plat. (Refer to Appendix VI letters from Tammy Williams and
Dean Franz.) Summerfield East 61 Addition will require these berms be constructed during this
~ development.
The bottoms of the swales in the development are constructed parallel to the road curbs and 1.2 feet
below the top of curb. All swales are less than 1 percent in slope and are considered flat as per the
~ Spokane County "Guidelines for Stormwater Management." Driveways will be constructed across the
swales when the lots are developed. The area of these driveways has already been subtracted from the
~ area of the swales, and the runoff from the driveways calculated for treatment. Driveways will be
~ constructed across the swales with a low point 6" above bottom of the swale. This will allow areas
~ between driveways to act as mini GPA's and prevent a single large area of ponding. Overflow from
~
these mini GPA's will continue to the drywell location and be discharged to the subsurface.
~
_
~
USKH / Wyatt EnginECring (679302) Storm Water Brief
March 7, 2003 !'age 7
- Summerfield East 6" Addition
- Subdivision
APPENDIX I- Project Location Map
- USKH / Wyatt Engineering (679302) Storm Water Brief
March 7, 2003
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SPRAGUE ¢ :3
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V1Cl1ViTY MAP
- Summerfield Fast 61' Addition
- Subdivision
APPENDIX II- SCS Soils Information
- USKH / Wyatt Engineering (679342) Storm Water Brief
March 7. 2003
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LOT 0 ~~¢a p Q Q LOT 5 ~ y,~ ? ~ ~ ~ ~ ~ Z
, • 33~. u u W • 4TM il ~ 0 W ~ T zo~e ~ W = Z 33
~o~+~a~ u n W ~ ~ . , ~rx ~iw,~ae i u =W~~
. ~~o ~ Z W ~ ~ J , - ~ r2 2 / • - u ii Q 0
~ ii = ~i ~ C! ~ w~ 1 i~ u ~ t ~
z ~ , u N W s z~°.- ~ u
„ Ao~ t Y ~ u - ~ s' ~ U '',y ' , , U II
~,r u n ~o~r ~ ~ ~-+e.o~ y~~ u u
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(~uw~QO ~n+ aoano~q ~ U~ ~ ~on~oi~ ~•i ~i~ ~ u i~ , Q; ~ ~z .e ' 1DRAl Af~MJ.8E8 9F II II ~ ~ w w ~
11 E"'~ ~y II q ~ N W W ~ C\l
03S I ~ 1 20 11 ( ~I F ~ p II Qi ~
II " II • W 23 II ii ~ w Z ~w YM ~I w
~u ii c~ t ~ i~ ~ ~ , ~ +!aa u Q ~ ~ ~ - ~ o z ~ ` + ~
z z o ;
TOC=TIME OF CONCENTRATION ROUTE W U o Z . ~ E F ~
~ ~ w U Qi W Qi w ~
Z _ _ G~.1 ~ A DRAINAGE AREA DA 5&6, 4th ADD : DRAINAGE AREA DA-9 : DRAINAGE AREA DA-11 : DRAINAGE AREA DA 13 : cn A ;
~ TOTAL AREA=24,552SF TOTAL AREA=94 893SF , TOTAL AREA=45 012SF TOTAL AREA=30 278SF _ ~ , ~ ~
IMPERVIOUS TREATMENT AREA-6 240SF IMP RVI TREATM NT = ✓ _ _ ~ , E OUS E AREA 19,809SF IMPERVIOUS TREATMENT AREA 8,644SF IMPERVIOUS TREATMENT ARE~1 6,870SF
aa SWALE VOLUME REQUIRED=260CF SWALE VOLUME REQUIRED=825CF WA VOLUM = M = S LE E REQUIRED 360CF SWALE VOLU E REQUIRED 286CF ~ ~
SWALE VOLUME PROVIDED=388CF u~ SWALE VOLUME PROVIDED=1 197CF SWALE VOLUME PROVIDED=708CF WA VOLUME P VI ED=394CF , S LE RO 0
~ a~+ er: c~ er, ~ ~ JNL CHMS ef: JNL
`h Br, DRAINAGE ARfA DA-8 : ~ , DRAINAGE AREA DA-10 : DRAINAGE AREA A-1 : ~ LlF
D 2 TOTAL ARF~4=fi2,372SF TOTAL AREA=30 600SF TOTAL AREA=18 856SF ~ ,
~m IMPERVIOUS TREATMENT AREA=10 890SF IMPERVIOUS TREATMENT AREA=7 482SF IMP RVIOUS TRf~4TM NT AR = F , , E E EA 4,SSOS =80'
SWA - - - o2-2t-o3 LE VOLUME REQUIRED-454CF SWALE VOLUME REQUIRED-312CF SWALE VOLUME RE UIRED- 03 F Q 2 C 21-03
SWALE VOLUME PROVIDED=682CF SWALE VOLUME PROVIDE0=442CF W E VOLUME PR V!D =4 S AL 0 ED 46CF s~9~o2 679302
SHEET OF ~ OF ~
1
~ - -
Sulrlrncriic;lJ L:ast 6" AdJit,on
Cuhtjivi-,E,n
APPENnt?C !V - Ftzilft`JlaI MeIIl(►ll C'alcu(aticms
l: tiK,} 1, Wyalt Fngincaing (6793()2) Sto»n Water Firirf
Marcti 7. 2003
Summerfield East 6th Addition
Storm Water Design - Drainage Study Report Calculations
Drainage Area Summary
DRAINAGE AREA (DA) DA-8 DA-9 DA-14 DA-11 DA-12 DA-13
SUBDIVISION ADDITION 1 PHASE 6 4(DA5&8) Combined 8 6 6 5(DA2) Combined 6 6
1# OF DWELINGS IN AREA I 5 1.5 J 6.5 ~ 7 ~ 2 r 3 1 0 J 3 1 1 1 3
ROOF (SF) ~ 9,800 2,940 ~ 12740 ~ 13,720 ~ 3,920 ~ 5,884 ~ 0 ~ 5,880 ~ 1,980 ~ 5,880
SIDEWALKAREA(SF) ~ 2,045 1,040 ~ 3085 ~ 3,776_ 1,430 ~ 1,760 ~ 335 ~ 2,095 _ 818 1,411
DRIVEWAY AREA (SF) 21180 540 2700 4,320 1,820 1,620 0 1,620 0 1,620
CURB & STREET PAVEMENT AREA (SF) 8,730 5,700 14430 15,489 5,862 7,024 1,376 8,400 4,880 5,250
TOTAL IMPERVIOU8 AREA (SF) 22,735 10,220 32955 37,305 12,832 16,284 1,711 17,995 7,667 14,161
OPEN LAND 1 PERYIOl13 AREA (SF) 39,836 14,332 53968 57,688 11,768 28,728 1,844 30,672 11,198 16,117
ITOTAL ARF&I8D 82,372 24,552 86823 940893 50,640 45,011 3,555 48,567 18,668 30,278 ~
IMPERV. TREATMENT AREA (SF) 10,890 6,240 17130 19,809 7,482 8,844 1,376 10,020 4,860 6,870
MIN SWALE VOLUME (CF) ~ 454 260 ~ 114 ~ 825 312 ~ 380 ~ 57 ~ 418 ~ 203 286
MIN SWALE LENGTH (LF) 227 130 ~ 357 413 ~ 156 180 29 ~ 209 ~ 102 143
,ACTUAL SWALE LENGTH (LF) _ 409 230 639_ 755 278 352 59 ~ 411 ~ 220 ~ 274
DRIVEWAY IN SWALE (LF) 80 27 107 I 180 60 ~ 60 ~ 0 ( 60 ~ 0 ~ 80
NET SWALE LENGTH (LF) 329 203 ~ 532 ~ 595 218 ~ 292 ~ 59 ~ 351 ~ 220 194
NET SWALE VOLUME (CF) 858 406 ~ 1064 ~ 1,191 438 584 118 102 440 388
OIFFERENCE (CF) ~ 204 1 148 ~ 350 ~ 385 ~ 124 224 61 284 237 102
USKH ! Wyatt Engineering, Inc.
1:1679302-Tupper Summerfield 5th Add PSE1679302AreaCalcs-6thAdd.xls-Area Page 1 of 1
~
I
- Summerfield East 6th Addition
Storm Water Design - Drainage Study Report Calculations
~
Date: March 12, 2003
Name: Summerfield East 6th Addftion
Basin Nam DA-8 (Includes DA5&6 from Summerfield East 4th Addition) Design Frequency: 10 YR
,I
1. Detennine Time of Concentration
Segment 1- Overland Flow OVERLAND FLOW
Length L= 145 ft(Length) MAX LENGTH = 300 ft.
Slope S= 0.01 ft/ft (Slope)
n = 0.016 Roughness Coefficient (Asphalt)
Ct = 0.15 From Figure 3, Page 6-5 of
"Guidelines for Storm Water Management".
I- Tc1 = Ct'(L"n/(S^0.5))"(0.6); From "Guidelines for Storm Water Management".
J Tc1 = 0.99 min.
Segment 2- Shallow Concentrated Flow CURB GUTTER
~-J Length L = 0 ft
Slope S = 0.005 ft/ft
;n= 0.014 Roughness Coefficient (Concrete Gutters)
i Depth, y= 0.09 ft. (Assumed depth of flow)
~ Cross s = 0.02 ft/ft
Z = 50.00 ft/ft (Z=1/s)
Area, A= 0.20 ft. (A = 1/2`Z'(Y"2))
J Q gutter = 0.21 cfs (Manning's equation flow)
Velocity, V= 1.05 fps (V = Q/A)
~ Tc2 = LengthNelocity Tc2 = 0.00 min. ,
Segment 3- Channel Flow PIPE
~
~ Length L= 0.00 ft
Slope S = 1.000 ft/ft
n= 0.012 Manning's Roughness Coefficient (Concrete)
l Diameter = 0 inches
Area, A = 0
R= D/4 = 0 ft.
~ Velocity, V= (1.49/n)*(R"2/3)*(So"1/2) (Mannings Equation)
' Velocity, V= 43.62 ft/sec
Tc3 = LengthNelocity
• Tc3 = 0 min.
0.99 min.
Total Tc =
- ~
~
~ USKH / Wyatt Engineering, Inc.
I:\679302-Tupper Summefield 5th Add PSE\679302AreaCalcs-6thAdd.xls-DA8 Page 1 of 4
;
Summerfield East 6th Addition
Storm Water Design - Drainage Study Report Calculations
i I
I
_l Date: Marcfi 12, 2003
~ Name: Summerfield East 6th Addition
~ Basin Nam DA-8 (Includes DA586 from Summerfield East 4th Addition) Design Frequency: 10 YR
`
2. Determine Weighted Runoff Coefficient (C ) and Area:
' Area
Surface Type (sf) (acres) C' CA
Open Land (2% - 10% slope) 53968 1.24 0.3 0.3717
Roof 8 Sidewalk 15825 0.36 0.9 0.3270
Asphalt, Curb 8 Driveway 17130 0.39 0.9 0.3539
From Bypass DAx 0 0.00 0.9 0.0000
Total Drainage Area 869231/ 2.00 Sum CA = 1.0526
- Total Impervious Treated Area 17130 0.39
- , * From Table 1, Page 6-2, "Guidelines for Storm Water Management"
,
Weighted C=(Sum CA)/(Sum A) = 0.5275
~ 3. Determine Peak Runoff (Q = CIA):
Based On: Total Impervious Area
Duration (Tc) = 0.99
~ Weighted C = 0.5275
f Intensity (I) = 3.18 inlhr from IDF Curve for Spokane, WA
Area (A) = 2.00
~ Peak 10-year discharge = 3.35 cfs
4. Determine Volume of Biofiltration Swale/Drainage Area:
{
Total Impervious Treated Area = 17130.13 sf
J Required Biofiltration Swale Volume = Impervious Treated Area x 0.5712 inlft
Required Biofiltration Swale Volume = 713.76 cf
i i "208" Biofiftration Swale Bottom Width = 2.00 ft
'J"208" Biofiftration Swale Bottom Length = 532.00 R
"208" Biofiltration Swale Depth = 0.5 ft
i i "208" Biofiltration Swale Side Slopes (X : 1) = 4
"208" Biofiltration Swale Bottom Area = 1064 sf
"208" Biofiftration Swate Top Area = 3216 sf
"208" Biofiftration Swale Volume = 1070 cf POND SIZE CHECKS
5. Determine the Maximum Outflow:
Soil Type: Garrison Gravelly Loam (GgA) From Spokane County Soil Survey, SCS
Based on the soil type and "Guidelines for Storm Water Management", Page 415, the allowable
design drywell ftows are as shown below:
f ,
Number of Type A(0.3 cfs) Drywells Required: 0
Number of Tyae B(1.0 cfs) Drywells Required: 1
Total Outflow (Qo) = 1 cfs
USKH / Wyatt Engineering, Inc.
l- 1:1679302-Tupper Summefield 5th Add PSE\679302AreaCalcs-6thAdd.xis-DA8 Page 2 of 4
~J
I
~-JI Summefield East 6th Addition
Storm Water Design - Drainage Study Report Calculations
1 ,
Date: March 12, 2003
~ Name: Summefield East 6th Addition
t
Basin Nam DA-8 (Includes DA586 from Summefield East 4th Addition) Qesign Frequency: 10 YR
r-
6. Determine Required Detention Storage Using Bowstring Method
-1
' Time Increment = 5 min.
Elapsed Time Intens. Q in Vol. In Vol. Out Storage '
~ (min.) (sec.) (inlhr) (cfs) (cu.ft.) (cu.ft.) (cu.ft.)
I---j 0.99 59 3.18 3.35 266 59 207
0 0 3.18 3.35 0 0 0
~ 5 300 3.18 3.35 1072 -20 1091
10 600 2.24 2.36 1462 146 1316
15 900 1.77 1.86 1714 326 1389
20 1200 1.45 1.53 1862 499 1363
1 25 1500 1.21 1.27 1936 660 1276
~ 30 1800 1.04 1.09 1993 823 1170
~
35 2100 0.91 0.96 2031 983 1048
40 2400 0.82 0.86 2089 1160 929
~ 45 2700 0.74 0.78 2119 1326 792
~ 50 3000 0.68 0.72 2162 1505 657
55 3300 0.64 0.67 2237 1712 525
_ 60 3600 0.61 0.64 2324 1934 391
65 3900 0.61 0.64 2517 2234 284
70 4200 0.61 0.64 2710 2534 176
~ 75 4500 0.61 0.64 2902 2834 69
80 4800 0.61 0.64 3095 3134 -39
85 5100 0.61 0.64 3288 3434 -146
90 5400 0.61 0.64 3480 3734 -253
' Storage = (Vol in. - Vol. out)
~
~ 7. Determine the Minimum Required Deptfi above Biofiltration Swale:
Required Detention Storage 1388.7 CF (Ses Bowstring Method, maximum value)
Calculated "208" Biofiltration Swale Volume: 1070.0 CF
- Required Storage Above "208" Swale: 318.7 CF NEEDS ADDITIONAL SWALE VOLUME
~ °208" Swale Top Width: 6.0 ft (See "208" Swale Volume Calculations)
"208" Swale Top Length: 536.0 ft (See "208" Swale Volume Calculations)
"208" Swale Top Area: 3216.0 SF (See "208" Swale Volume Calculations)
"208" Biofiltration Swale Side Slopes (X : 1) = 4.0 (See "208" Swale Volume Calcutations)
~ Depth Above "208" Biofiltration Swale: 0.1 ft
Detention Pond Top Width: 6.8 ft
Detention Pond Top Length: 536.8 ft
Top of Detention Pond Area: 3650.2 SF
Volume above "208" Biofiltration Swale: 343.3 CF POND SIZE CHECKS
f
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~USKH / Wyatt Engineering, Inc.
1:\679302-Tupper Summefield 5th Add PSE\679302AreaCalcs-6thAdd.xls-DA8 Page 3 of 4
I
Summefiield East 6th Addition
Storm Water Design - Drainage Study Report Calculations
' I
Date: March 12, 2003
~ Name: Summerfield East 6th Addition
i
~ Basin Nam DA-8 (Includes DA5&6 from Summerfield East 4th Addition) Design Frequency: 10 YR
I
~
8. Detennine Adequacy of Drainage Structures:
`s
~ Curb Opening:
~
Q = 0.56'(Z1n)'(S^0.5)'(d"(8/3))
; Flow, Q= 3.35 cfs, From Peak Runoff Section
Slope S = 0.009 ft/ft
n = 0.014 Roughness Coefficient
~ Cross Slope, s= 0.01 ft/ft
Z = 11s = 100 ft/ft
~ Flow Depth, d= 0.170 ft. WITHIN 10°!o OF ASSUMED DEPTH FOR SHALLOW
CONCENTRATED FLOW (CHECK)
Curb Opening at Low Point: (see page 6-40, "Guidelines for Storm Water Management")
Curb Height (h) = 0.5 ft(Type 1 Curb Inlet)
Discharge Qn = 3.35 cfs
` Flow Depth, d= 0.170 ft.
Length of Opening: 4 ft.
(Length of opening consists of 2 drainage areas, 2.0' wide at each opening)
~
~ Use Q= 3.087(L)(H4312); Solve for H
Depth, H = 0.42 feet
f H/h = 0.84 OK - H/h<=1
~Use 4 ft. ofTotal Curb Opening ~
~ Grate Inlet: Yes
~
~
-
I
,
I ~
~
~
~
I~
SKH / WYatt En9i neerin9, Inc.
U
1:1679302-Tupper Summefiield 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA8 Page 4 of 4
~l
Summerfield East 5th Addition
Storm Water Design - Drainage Study Report Calculations
~
I (
~
Date: March 12, 2003
Name: Summerfield East 6th Addition
~ Basin Nam DA-9 Qesign Frequency: 10 YR
r
~
~
1. Determine Time of Concentration
~ Segment 1- Ovedand Flow / OVERLAND FLOW
Length L= 120 ft(Length) MAX LENGTH = 300 ft.
Slope S= 0.01 ftlft (Slope)
~ n= 0.016 Roughness Caefficient (Asphalt)
~ Ct = 0.15 From Figure 3, Page 6-5 of
"Guidelines for Storm Water ManagemenY".
r-~ Tc1 = Ct*(L`n/(S110.5))^(0.6); From "Guidelines for Stortn Water Management".
I Tc1 = 0.88 min. o
Segment 2- Shallow Concentrated Flow CURB GUTTER
Length L = 0 ft
~
Slope S = 0.005 ft/ft
n= 0.014 Roughness Coefficient (Concrete Gutters)
Depth, y= 0.09 ft. (Assumed depth of flow)
Cross s = 0.02 ft/ft
w Z = 50.00 ft/ft (Z=1/s)
Area, A= 0.20 ft. (A = 1/2`Z'(y^2))
Q gutter = 0.21 cfs (Manning's equation flow)
w Velocity, V= 1.05 fps (V = Q/A)
~ Tc2 = Length/Velocity
Tc2 = 0.00 min.
Segment 3- Channel Flow PIPE
1 Length L= 0.00 ft
Slope S = 1.000 ft/ft
n= 0.012 Manning's Roughness Coefficient (Concrete)
Diameter = 0 inches
Area, A = 0
R= D/4 = 0 ft.
I( - Velocity, V= (1.49/n)'(R"213)*(SoMl2) (Mannings Equation)
Velocaty, V= 43.62 ft/sec
~
Tc3 = LengthNelocity
i--,I Tc3 = 0 min.
~ I
Total Tc = 0.88 min.
I
f
~J
,
i I
I
USKH / Wyatt Engineering, Inc.
1:1679302-Tupper Summefield 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA9 Page 1 of 4
~J
~
II I
' - Summerfield East 5th Addition
Storm Water Design - Drainage Study Report Calculations
I I
Date: March 12, 2003
Name: Summefield East 6th Addition
Basin Nam DA-9 Design Frequency: 10 YR
-
'I
2. Determine Weighted Runoff Coefficient (C ) and Area:
Area
Surface Type (so (acres) C* CA
Open Land (2% -10% slope) 57588 1.32 0.3 0.3966
Roof 8 Sidewalk 17496 0.40 0.9 0.3615
Asphalt, Curb S Driveway 19809 0.45 0.9 0.4093
From Bypass DAx 0 0.00 0.9 0.0000
Total Drainage Area 94893 2.18 Sum CA = 1.1674
~ Total Impervious Treated Area 19809 0.45
From Table 1, Page 6-2, "Guidelines for Storm Water Management" •
i
Weighted C=(Sum CA)/(Sum A) = 0.5359
~ 3. DeteRnine Peak Runoff (Q = CIA):
i
~
Based On: Total Impervious Area
Duration (Tc) = 0.88
! Weighted C = 0.5359
~ Intensity (I) = 3.18 in/hr fram IDF Cunre for Spokane, WA
Area (A) = 2.18
r Peak 10-year discharge = 3.71 cfs
I
~
4. Determine Volume of Biofiltration Swale/Drainage Area:
ti
I Total tmpenrious Treated Area = 19808.98 sf
Required Biofiltration Swale Volume = Impervious Treated Area x 0.5"712 in/ft
Required Biofiltration Swale Volume = 825.37 cf
"208" Biofiftration Swale Bottom Width = 2.00 ft
"208" Biofiltration Swale Bottom Length = 595.29 ft
"208" Biofittration Swale Depth = 0.5 ft
"208" Biofiftration Swale Side Slopes (X : 1) = 4
I
"208" Biofiltration Swale Bottom Area = 1191 sf
"208" Biofrltration Swale Top Area = 3596 sf
"208" Biofiltration Swale Volume = 1197 cf POND SIZE CHECKS
.
5. Determine the Maximum OuMow:
~ I Soil Type: Garrison Gravelty Loam (GgA) From Spokane County Soil Survey, SCS
Based on the soil ryRe and "Guidelines for Storm Water ManagemenY", Page 415, the atlowable
design drywell flows are as shown below:
Number of Type A(0.3 cfs) Drywells Required: 0
j Number of Type B(1.0 cfs) Drywells Required: 1
Total Outflow (Qo) = 1 cfs
' i
! .
I
USKH / Wyatt Engineering, Inc.
~ i 1:1679302-Tupper Summerf'ield 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA9 Page 2 of 4
~ I
J
, i
Summerfield East 5th Addition
Storm Water Design - Drainage Study Report Calculations
~
Date: March 12, 2003
f~ Name: Summerfield East 6th Addition
Basin Narn DA-9 Design Frequency: 10 YR
~
~
6. Determine Required Detention Storage Using Bowstring Method
F I Time Increment = 5 min.
Elapsed Time Intens. Q in Vol. In Vol. Out Storage'
; (min.) (sec.) (in/hr) (cfs) (cu.ft.) (cu.ft.) (cu.ft.)
' I
-0.88 53 3.18 3.71 264 53 211
, 0 0 3.18 3.71 0 0 0
' 5 300 3.18 3.71 1181 0 1181
10 600 2.24 2.61 1616 142 1474
15 900 1.77 2.07 1897 321 1576
~ 20 1200 1.45 1.69 2062 493 1569
25 1500 1.21 1.41 2144 653 1491
' 30 1800 1.04 1.21 2207 814 1393
35 2100 0.91 1.06 2250 974 1276
40 2400 0.82 0.96 2315 1150 1165
~ 45 2700 0.74 0.86 2348 1315 1033
1 50 3000 0.68 0.79 2396 1493 903
`55 3300 0.64 0.75 2479 1698 781
60 3600 0.61 0.71 2576 1920 657
65 3900 0.61 0.71 2790 2220 570
70 4200 0.61 0.71 3004 2520 484
75 4500 0.61 0.71 3217 2820 398
80 4800 0.61 0.71 3431 3120 311
~f 85 5100 0.61 0.71 3645 3420 225
I 90 5400 0.61 0.71 3858 3720 139
' Storage = (Vol in. - Vol. out)
, i
7. Determine the Minimum Required Depth above Biofiltration Swate:
~Y Required Detention Storage 1576.0 CF (See Bowstring Method, maximum value)
~ Calculated "208" Biofiltration Swale Volume: 1196.6 CF
~ Required Storage Above "208" Swale: 379.4 CF NEEDS ADDITIONAL SWALE VOLUME
~"208" Swale Top Width: 6.0 ft (See "208" Swale Volume Calculations)
I "208" Swale Top Length: 599.3 ft (See "208" Swale Volume Calculations)
"208" Swale Top Area: 3595.7 SF (See "208" Swale Volume Calculations)
"208" Biofikration Swale Side Slopes (X : 1) = 4.0 (See "208" Swale Volume Calculations)
Depth Above °208" Biofiltration Swale: 0.1 R
J Detention Pond Top Width: 6.8 ft
Detention Pond Top Length: 640.1 ft
Top of Detention Pond Area: 4080.6 SF
~ Volume above "208" Biofiltration Swale: 383.8 CF POND SIZE CHECKS
~ I
;i
USKH / Wyatt Engineering, Inc.
~--I 1:1679302-Tupper Summerfield 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA9 Page 3 of 4
I
;
i
Summerfield East 5th Addition
Storm Water Design - Drainage Study Report Caiculations
i
Date: March 12, 2003
~ Name: Summefieki East 6th Addition
JBasin Nam DA-9 Design Frequency: 10 YR
1
~
8. DeteRnine Adequacy of Drainage Structures:
~Tl
Curb Opening:
~
Q = 0.56*(ZJn)"(S"0.5)'(d^(8/3))
Flow, Q= 3.71 cfs, From Peak Runoff Section
~ Slope S = 0.009 ft/ft
n = 0.014 Roughness Coefficient
Cross Slope, s= 0.01 ff/ft
Z = 1 /s = 100 ft/ft
~ Flow Depth, d= 0.177 ft. WtTHIN 10% OF ASSUMED DEPTH FOR SHALLOW
CONCENTRATED FLOW (CHECK)
~
~ Curb Opening at Low Point: (see page 6-40, "Guidelines for Stonn Water Management")
Curb Height (h) = 0.5 ft(Type 1 Curb Inlet)
~ Discharge Qn = 3.71 cFs
Flow Depth, d= 0.177 ft.
`J Length of Opening: 4 ft.
^ (Length of opening consists of 2 drainage area, 2_0' wide at each opening)
Use Q= 3.087(L)(H^3/2); Solve for H
Depth, H = 0.45 feet
^ H/h = 0.90 OK - Hlh<=1
~ ~ Use 4 ft. of Total Curb Oipeninq ~
Grate Inlet: Yes
I
~
,
~
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USKH / Wyatt Engineering, Inc.
1:\679302-Tupper Summerfeld 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA9 Page 4 of 4
~ I
~ - Summerfield East 6th Addition
Storm Water Design - Drainage Study Report Calculation
Date: March 12, 2003
Name: Summerfield East 6th Addition
~ a Basin Nam DA-10 Design Frequency: 10 YR
i 1. Qetermine Time of Concentration
u
Segment 1- Overland Flow OVERLAtdD FLOW
~
Length L= 120 ft(Length) MAX LENGTH = 300 ft.
` J Slope S= 0.01 ft/ft (Slope)
n = 0.016 Roughness Coefficient (Asphalt)
Ct = 0.15 From Figure 3, Page 6-5 of
, I "Guidelines for Storm Water ManagemenY".
.
Tc1 = Ct*(L*n/(S^0.5))^(0.6); From "Guidelines for Stonn Water Management".
Tc1 = 0.88 min.
1
Segment 2- Shallow Concentrated Flow CURB GUTTER
Length L = 0 ft
~ Slope S= 0.005 ft/ft
n= 0.014 Roughness Coefficient (Concrete Gutters)
Depth, y= 0.09 ft. (Assumed depth of flow)
- Cross s = 0.02 ft/ft
Z = 50.00 ft/ft (Z=1/s)
Area, A= 0.20 ft. (A = 1/2'Z'(y^2))
~ Q gutter = 0.21 cfs (Manning's equation flow)
Velociry, V= 1.05 fps (V = Q/A)
Tc2 = LengthNelocity
Tc2 = 0.00 min. '
Segment 3- Channel Flow PIPE
Length L = 0.00 ft
~ Slope S= 1.000 ft/ft
~ n= 0.012 Manning's Roughness Coefficient (Concrete)
J Diameter = 0 inches
Area, A = 0
R= D/4 = 0 ft.
. ~
• - Velocity, V= (1.49/n)'(R"2/3)'(So^1/2) (Mannings Equation)
Velocity, V= 43.62 ft/sec
I
~ Tc3 = LengthNelocity
' Tc3 = 0 min.
l~ Total Tc = 0.88 min.
~
~
~
I
~
,
I,
USKH / Wyatt Engineering, Inc.
1:\679302-Tupper Summeffield 5th Add PSE\679302AreaCalcs-6thAdd.xls-DA10 Page 1 of 4
i i
Summerfield East 6th Addition
Storm Water Design - Drainage Study Report Calculation
„
,
Date: March 121 2003
Name: Summefield East 6th Addition
Basin Nam DA-10 Design Frequency: 10 YR
2. Detennine Weighted Runoff Coefficient (C ) and Area:
Area
~ Surface Type (sf) (acres) C* CA
Open Land (2% - 10% slope) 17768 0.41 0.3 0.1224
Roof 8 Sidewalk 5350 0.12 0.9 0.1105
Asphalt, Curb 8 Drnreway 7482 0.17 0.9 0.1546
~ From Bypass DAx 0 0.00 0.9 0.0000
~J
Total Drainage Area 30600 0.70 Sum CA = 0.3875
~ Total Impervious Treated Area 7482 0.17
I
• From Table 1, Page 6-2, "Guidelines for Storm Water ManagemenY"
- Weighted C=(Sum CA)/(Sum A) = 0.5516
i
~
~
3. Determine Peak Runoff (Q = CIA):
n
Based On: Total Impervious Area
Duration (Tc) = 0.88
Weighted C = 0.5516
~ Intensity (I) = 3.18 in/hr from IDF Curve for Spokane, WA
i Area (A) = 0.70
~
~
Peak 10-year discharge = 1.23 cts
4. Determine Volume of Biofiltration Swale/Drainage Area:
^ Total Impervious Treated Area = 7482.18 sf
Required Biofiltration Swale Volume = Impervious Treated Area x 0.5712 in/ft
Required Biofiltration Swale Volume = 311.76 cf
"208" Biofiltration Swale Bottom Width = 2.00 ft
~ "208" Biofiltration Swale Bottom Length = 217.95 ft
"208" Biofiltration Swale Qepth = 0.5 ft
~ "208" Biofiltration Swale Side Slopes (X : 1) = 4
^ "208" Biofiltration Swale Bottom Area = 436 sf
"208" Biofiltration Swale Top Area = 1332 sf
"208" Biofiltration Swale Volume = 442 cf POND SIZE CHECKS
5. Detennine the Maximum Outflow:
Sail Type: Garrison Gravelly Loam (GgA) From Spokane County Soil Survey, SCS
Based on the soil rype and "Guidelines for Storm Water Management", Page 415, the allowable
~ design drywell flows are as shown below:
~ i
"
Number of Type A(0.3 cfs) Drywells Required: 1
Number of Type B(1.0 cfs) Drywells Required: 0
I
Total Outflow (Qo) = 0.3 cfs
i
. i
USKH / Wyatt Engineering, Inc.
~ 1:1679302-Tupper Summefield 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA10 Page 2 of 4
~
i
~ Summerfield East 6th Addition
Storm Water Design - Drainage Study Report Calculation
~
~I Date: March 12, 2003
Name: Summefield East 6th Addition
Basin Nam DA-10 Design Frequency: 10 YR
i I
' 6. Determine Required Detention Storage Using Bowstring Method
Time Inc,rement = 5 min.
Elapsed Time Intens. Q in Vol. In Vol. Out Storage "
(min.) (ssc.) (in/hr) (cfs) (cu.ft.) (cu.ft.) (cu.ft.)
I 0.88 , 53 3.18 1.23 88 16 72
I
~ 0 0 3.18 1.23 0 0 0
5 300 3.18 123 392 0 392
~ 10 600 2.24 0.87 536 27 509
15 900 1.77 0.69 630 77 553
~ 20 1200 1.45 0.56 684 124 560
25 1500 1.21 0.47 712 167 544
30 1800 1.04 0.40 733 211 522
35 2100 0.91 0.35 747 254 493
~ 40 2400 0.82 0.32 768 303 466
45 2700 0.74 0.29 779 348 432
50 3000 0.68 0.26 795 397 398
55 3300 0.64 0.25 823 455 367
60 3600 0.61 0.24 855 519 336
65 3900 0.61 0.24 926 609 317
70 4200 0.61 0.24 997 699 298
75 4500 0.61 0.24 1068 789 279
80 4800 0.61 0.24 1139 879 260
J 85 5100 0.61 024 1210 969 241
90 5400 0.61 0.24 1281 1059 222
Storage = (Vol in. - Vol. out)
7. Determine the Minimum Required Depth above Biofiltration Swale:
~ Required Detention Storage 560.3 CF (See Bowstring Method, maximum vatue)
Calculated "208" Biofiitration Swale Volume: 441.9 CF
Required Storage Above "208" Swale: 118.4 CF NEEDS ADDITIONAL SWALE VOLUME
J "208" Swale Top Width: 6.0 ft (See "208" Swale Volume Calculations)
"208" Swale Top Length: 222.0 ft (See "208" Swale Volume Calculations)
r~ "208" Swale Top Area: 1331.7 SF (See "208" Swale Volume Calculations)
"208" Biofittration Swale Side Slopes (X : 1) = 4.0 (See "208" Swale Volume Calculations)
~
Depth Above "208" Biofiltration Swale: 0.1 ft
i Detention Pond Top Width: 6.8 ft
--Detention Pond Top Length: 222.8 ft
Top of Detention Pond Area: 1514.7 SF
Volume above "208" Biofiltration Swale: 142.3 CF POND SIZE CHECKS
~
~
~
USKH / Wyatt Engineering, Inc.
1:\679302-Tupper Summefiield 5th Add PSE1679302AreaCalcs-6thAdd.xls-OA10 Page 3 of 4
i
l~
-i
~ Summefield East 6th Addition
Storm Water Design - Drainage Study Report Calculation
Date: March 12, 2003
Name: Summerfield East 6th Addition
Basin Nam DA-10 Design Frequency: 10 YR
!
i ~
, i
~ j 8. Determine Adequacy of Drainage Structures:
Curb Opening:
~Q = 0.58*(ZJn)"(S110.5)'(d11(8/3))
Flow, Q= 1.23 cfs, From Peak Runoff Section
~ Slope S = 0.009 ft/ft
; n = 0.014 Roughness Caefficient
Cross Slope, s= 0.01 ft/ft
Z = 1 /s = 100 ft/ft
~ I Flow Depth, d= 0.117 ft. WITHIN 10% OF ASSUMED DEPTH FOR SHALLOW
CONCENTRATED FLOW (CHECK)
Curb Opening at Low Point: (see page 6-40, "Guidelines for Stonn Water ManagemenY")
I~ Curb Height (h) = 0.5 ft(Type 1 Curb Inlet)
Discharge Qn = 1.23 cfs
f- Flow Depth, d= 0.117 ft.
Length of Opening: 4 ft.
' (Length of opening consists of 2 drainage area, 2.0' wide at each opening)
~
Use Q= 3.087(L)(H^3/2); Solve for H
i Depth, H= 022 feet
~
H/h = 0.43 OK - H/h<=1
~ Use 4 ft. of Total Curb Opening ~
Grate Inlet: Yes
~
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1' I
USKH / Wyatt Engineering, Inc.
I- 1:1679302-Tupper Summerfield 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA10 Page 4 of 4
~
- ' Summerfietd East 6th Addition
Storm Water Design - Drainage Study Report Calculations
~
Date: March 12, 2003
Name: Summerfield East 6th Addition
~ Basin Name: DA-12 Design Frequency: 10 YR
~
~
~ 1. Determine Time of Concentration
^ Segment 1- Overland Flow OVERLAND FLOW
Length L= 100 ft(Length) MAX LENGTH = 300 ft.
~ Slope S = 0.01 ft/ft (Slope)
n = 0.016 Roughness Coefficient (Asphaft)
i~ Ct = 0.15 From Figure 3, Page 6-5 of
t "Guidelines for Storm Water ManagemenY".
~.-.J
Tc1 = Ct"(L"n/(S"0.5))^(0.6); From "Guidelines for Storm Water ManagemenY'.
(~-Tc1 = 0.79 min.
I
Segment 2- Shallow Conoentrated Flow CURB GUITER
r, Length L= 0 ft
Slope S = 0.005 ftift
- n= 0.014 Roughness Coefficient (Concrete Gutters)
Depth, y= 0.09 ft. (Assumed depth of flow)
- Cross s = 0.02 ft/ft
Z = 50.00 ft/ft (Z=1/s)
~ Area, A= 0.20 ft. (A = 1/2'Z*(y"2))
~ Q gutter = 0.21 cfs (Manning's equation flow)
Velocity, V= 1.05 fps (V = Q/A)
J Tc2 = LengthNeloc'rty
Tc2 = 0.00 min.
Segment 3- Channel Flow PIPE
Length L = 0.00 ft
~ Slope S = 1.000 ft/ft
! n= 0.012 Manning's Roughness Coefficient (Concrete)
~J Diameter = 0 inches
Area, A = 0
1r R= D/4 = 0 ft.
Velocity, V= (1.49/n)'(R^2/3)'(So41/2) (Mannings Equation)
Velocity, V= 43.62 ft/sec
Tc3 = LengthNelocity
Tc3 = 0 min.
Total Tc = 0.79 min.
;
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USKH / Wyatt Engineering, Inc.
1:1679302-Tupper Summerfield 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA12 Page 1 of 4
~
~
I
- --Summefield East 6th Addition
Storm Water Design - Drainage Study Report Calculations
Date: March 12, 2003
Name: Summerfield East 6th Addition
Basin Name: DA-12 Design Frequency: 10 YR
I Li
.
~ 2. Determine Weighted Runoff Coefficient (C ) and Area:
Area
Surface Type (sf) (acres) C" CA
- Open Land (2% - 10% slope) 11198 0.26 0.3 0.0771
Roof & Sidewalk 2778 0.06 0.9 0.0574
Asphait, Curb & Driveway 4880 0.11 0.9 0.1008
From Bypass DAx 0 0.00 0.9 0.0000
~J
Total Drainage Area 18856 0.43 Sum CA = 0.2353
~ Total Impervious Treated Area 4880 0.11
From Table 1, Page 6-2, "Guidelines for Storm Water Management"
~ Weighted C=(Sum CA)/(Sum A) = 0.5437
3. Determine Peak Runoff (Q = CIA):
Based On: Total Impenrious Area
` Duration (Tc) = 0.79
Weighted C = 0.5437
Intensity (I) = 3.18 in/hr from IDF Curve for Spokane, WA
Area (A) = 0.43
J Peak 10-year discharge = 0.75 cfs
4. Determine Volume of Biofiltration Swale/Drainage Area:
Total Impervious Treated Area = 4879.82 sf
Required Biofiltration Swale Volume = Impenrious Treated Area x 0.5712 in/ft
Required Biofiltration Swale Volume = 203.33 cf
"208" Biofiltration Swale Bottom Width = 2.00 ft
~l "208" Biofiltration Swale Bottom Length = 220.00 ft
"208" Biofiltration Swale Depth = 0.5 ft
J' "208" Biofiltration Swale Side Slopes (X : 1) = 4
"208" Biofiltration Swale Bottom Area = 440 sf
"208" Biofiltration Swale Top Area = 1344 sf
~ "208" Biofiliration Swale Volume = 446 cf POND SIZE CHECKS
5. Determine the I'Vlaximum Outflow:
Soil Type: Garrison Gravelly Loam (GgA) From Spokane Counry Soil Survey, SCS
- Based on the soil type and "Guidelines for Storm Water Management"', Page 415, the allowable
design drywell flows are as shown below:
~ Number of Type A(0.3 cfs) Drywells Required: 1
Number of Type B(1.0 cfs) Drywetls Required: 0
Total Outflow (Qo) = 0.3 cfs
1
USKH / Wyatt Engineering, Inc.
~ 1:1679302-Tupper Summefield 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA12 Page 2 of 4
~-j
~I
Summerf'ield East 6tfi Addition
Storm Water Design - Drainage Study Report Calculations
~
Date: March 12, 2003
Name: Summerfield East 6th Addition
Basin Name: DA-12 Design Frequency: 10 YR
i ~
6. Determine Required Detention Storage Using Bowstring Method
.
Time Increment = 5 min.
~ Elapsed Time Intens. Q in Vol. In Vol. Out Storage'
(min.) (sec.) (in/hr) (cfs) (cu.ft.) (cu.ft.) (cu.ft.)
0.79 48 3.18 0.75 48 14 33
I ~
`0 0 3.18 0.75 0 0 0
5 300 3.18 0.75 237 0 237
10 600 2.24 0.53 325 0 325
~ 15 900 1.77 0.42 382 0 382
20 1200 1.45 0.34 415 0 415
25 1500 121 0.28 432 0 432
30 1800 1.04 0.24 444 0 444
j~ 35 2100 0.91 0.21 453 5 448
40 2400 0.82 0.19 466 27 440
45 2700 0.74 0.17 473 42 431
50 3000 0.68 0.16 483 64 419
55 3300 0.64 0.15 499 102 398
60 3600 0.61 0.14 519 148 371
65 3900 0.61 0.14 562 238 324
70 4200 0.61 0.14 605 328 277
' 75 4500 0.61 0.14 648 418 230
80 4800 0.61 0.14 691 508 183
85 5100 0.61 0.14 734 598 136
•90 5400 0.61 0.14 778 688 90
Storage = (Vol in. - Vol. out)
~j 7. Determine the Minimum Required Depth above Biofiftration Swale:
i
`Required Detention Storage 448.0 CF (See Bowstring Method, maximum value)
Calculated "208" Biofiltration Swale Volume: 446.0 CF
n j Required Storage Above "208" Swale: 2.0 CF NEEDS ADDITIONAL SWALE VOLUME
i
"208" Swale Top Width: 6.0 ft (See "208" Swale Volume Calculations)
"208" Swale Top Length: 224.0 ft (See "208" Swale Volume Calculations)
~ "208" Swale Top Area: 1344.0 SF (See "208" Swale Volume Calculations)
"208" Biofiitration Swale Side Slopes (X : 1) = 4.0 (See "208" Swale Volume Calculations)
1
Depth Above "208" Biofiltration Swale: 0.1 ft
~
Detention Pond Top Width: 6.8 ft
~ Detention Pond Top Length: 224.8 ft
Top of Detention Pond Area: 1528.6 SF
;Volume above "208" Biofiltration Swale: 143.6 CF POND SIZE CHECKS
I '
;
USKH / Wyatt Engineering, Inc.
I:\679302-Tupper Summerfield 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA12 Page 3 of 4
~
I
I
~ Summerfield East 6th Addition
Storm Water Design - Drainage Study Report Calculations
,
i
I J Date: March 12, 2003
Name: Summerfield East 6th Addition
Basin Name: DA-12 Design Frequency: 10 YR
J
I ~
' 8. Determine Adequacy of Drainage Structures:
Curb Opening:
i
i Q = 0.56'(ZJn)'(S^0.5)'(d1(813))
Flow, Q= 0.75 cfs, From Peak Runoff Section
Slope S = 0.009 ft/ft
~n= 0.014 Roughness Coefficient
Cross Slope, s= 0.01 ftfft
Z = 1 /s = 100 ft/ft
I Flow Depth, d= 0.097 ft. WITHIN 10% OF ASSUMED DEPTH FOR SHALLOW
-CONCENTRATED FLOW (CHECK)
~ Curb Opening at Low Point: (see page 6-40, "Guidelines for Storm Water ManagemenY')
Curb Height (h) = 0.5 ft(Type 1 Curb Inlet)
Discharge Qn = 0.75 cfs
r~ Flow Depth, d= 0.097 ft.
Length of Opening: 4 ft.
(Length of opening consists of 2 drainage area, 2.0 wide at each opsning)
Use Q= 3.087(L)(H"3/2); Sotve for H
Depth, H = 0.15 feet
I
H/h = 0.31 OK - H/h<=1
~Use 4 ft. of Total Curb Opening ~
~
i l
Grate Inlet: Yes
I ,
~
y i
i
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USKH / Wyatt Engineering, Inc.
- I:1679302-Tupper Summerfield 5th Add PSE1679302AreaGalcs-6thAdd.xls-DA12 Page 4 of 4
II
Summerfield East 6th Addition
Storm Water Design - Drainage Study Report Calculations
1
~Date: March 12, 2003
Name: Summerfield East 6th Addition
( Basin Name: DA-13 Design Frequency: 10 YR
.__J
I ~
1. Detennine Time of Concentration
Segment 1- Overland Flow OVERLAND FLOW
' Length L= 120 ft(Length) MAX LENGTH = 300 ft.
Slope S = 0.01 ft/ft (Slope)
n = 0.016 Roughness Caefficient (Asphalt)
~ Ct = 0.15 From Figure 3, Page 6-5 of
"Guidelines for Storm Water Management".
Tc1 = Ct"(L'n/(S^0.5))^(0.6); From "Guidelines for Storm Water ManagemenY".
i Tc1 = 0.88 min.
Segment 2- Shallow Concentrated Flow CURB GUTTER
Length L = 0 ft
i Slope S= 0.005 ftlft
- n= 0.014 Roughness Coeffiaent (Concrete Gutters)
Deptfi, y= 0.09 ft. (Assumed depth of flow)
Cross s = 0.02 ft/ft
Z = 50.00 ft/ft (Z= Vs)
Area, A= 0.20 ft. (A = 112'Z'(Y"2))
Q gutter = 0.21 cfs (Manning's equation flow)
I ( Veloc'rty, V= 1.05 fps (V = Q/A)
._Tc2 = LengthNelocity
~ Tc2 = 0.00 min.
~
Segment 3- Channel Flow PIPE
Length L = 0.00 ft
Slope S= 1.000 ft/ft
n= 0.012 Manning's Roughness Coefficient (Concrete)
`JDiameter = 0 inches
Area, A = 0
R= D/4 = 0 ft.
I ,
- Velocity, V= (1.49/n)'(R"2/3)'(So^1/2) (Mannings Equation)
,--,Velocity, V= 43.62 ft/sec
Tc3 = LengthNelocity
~-Tc3 = 0 min.
Total Tc = 0.88 min.
I I
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USKH / Wyatt Engineering, Inc.
1:1679302-Tupper Summefield 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA13 Page 1 of 4
I ~
i
- Summerfield East 6th Addition
Stonn Water Design - Drainage Study Report Calculations
~I Date: March 12t 2003
Name: Summerfield East 6th Addition
r-,
Basin Name: DA-13 Design Frequency: 10 YR
i ~2. Determine Weighted Runoff Coefficient (C ) and Area:
Area
Surface Type (sf) (acres) C* CA
Open Land (2% - 10% slope) 16117 0.37 0.3 0.1110
Roof & Sidewalk 7291 0.17 0.9 0.1506
Asphaft, Curb & Driveway 6870 0.16 0.9 0.1419
From Bypass DAx 0 0.00 0.9 0.0000
l J
Total Drainage Area 30278 0.70 Sum CA = 0.4036
~ Total Impervious Treated Area 6870 0.16
From Table 1, Page 6-2, "Guidelines for Storm Water ManagemenY"
,-Weighted C=(Sum CA)/(Sum A) = 0.5806
3. Detennine Peak Runoff (Q = CIA):
Based On: Total Impervious Area
~Duration (Tc) = 0.88
Weighted C = 0.5806
Intensity (I) = 3.18 iNhr from IDF Curve for Spokane, WA
I l Area (A) = 0.70
~ ~Peak 10-year discharge = 1.28 cfs
(
4. Determine Volume of Biofiltration Swale/Drainage Area:
Total Impervious Treated Area = 6870.28 sf
Required Biofrltration Swale Volume = Impervious Treated Area x 0.5712 in/ft
~ Required Biofiltration Swale Volume = 286.26 cf
"208" Biofiltration Swale Bottom Width = 2.00 ft
y~ "208" Biofiltration Swale Bottom Length = 194.21 ft
~ "208" Biofiltration Swale Qepth = 0.5 ft
"208" Biofiltration Swale Side Slopes (X : 1) = 4
"208" Biofiltration Swale Bottom Area = 388 sf
"208" Biofiltration Swale Top Area = 1189 sf
"208" Biofiltration Swale Volume = 394 cf POIdD SIZE CHECKS
-l
i~ 5. Determine the Maximum Outflow:
Soil Type: Garrison Gravelly Loam (GgA) From Spokane County Soil Survey, SCS
f ~ Based on the soil type and "Guidelines for Storm Water ManagemenY", Page 4-15, the alfowable
1 l design drywell flows are as shown betow:
Number of Type A(0.3 cfs) Drywells Required: 0
Number of Type B(1.0 cfs) Drywells Required: 1
~ I
~ Total Outflow (Qo) 1 cfs
=
~ i .
USKH / Wyatt Engineering, Inc.
1:1679302-Tupper Summerfield 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA13 Page 2 of 4
i'
I
- Summerfield East 6th Addition
Storm Water Design - Drainage Study Report Calculations
i
Date: March 12, 2003
Name: Summerfield East 6th Addition
Basin Name: DA-13 Design Frequency: 10 YR
6. Determine Required Detention Storage Using Bowstring Method
Time Increment = 5 min.
Elapsed Time Intens. Q in Vol. In Vol. Out Storage "
' (min.) (sec.) (iNhr) (cfs) (cu.ft.) (cu.ft.) (cu.ft.)
0.88 53 3.18 1.28 91 53 38
-0 0 3.18 1.28 0 0 0
5 300 3.18 1.28 408 -7 415
10 600 2.24 0.90 559 164 395
15 900 1.77 0.71 656 348 308
`j 20 1200 1.45 0.59 713 526 187
25 1500 1.21 0.49 741 692 49
, 30 1800 1.04 0.42 763 860 -97
~ i 35 2100 0.91 0.37 778 1026 -248
i-i 40 2400 0.82 0.33 800 1208 -408
45 2700 0.74 0.30 812 1379 -568
50 3000 0.68 0.27 828 1563 -735
55 3300 0.64 0.26 857 1773 -916
60 3600 0.61 0.25 891 1998 -1107
65 3900 0.61 0.25 965 2298 -1333
70 4200 0.61 025 1038 2598 -1559
75 4500 0.61 0.25 1112 2898 -1786
80 4800 0.61 0.25 1186 3198 -2012
85 5100 0.61 0.25 1260 3498 -2238
90 5400 0.61 0.25 1334 3798 -2464
.
Storage = (Vol in. - Vol. out)
7. Determine the Minimum Required Depth above Biofiltration Swale:
i
- Required Detention Storage 415.5 CF (See Bowstring Method, maucimum value)
Calculated "208" Biofiitration Swale Volume: 394.4 CF
; i Required Storage Above "208" Swale: 21.0 CF NEEDS ADDITIONAL SWALE VOLUME
1
- "208" Swale Top Width: 6.0 ft (See "208" Swale Volume Calculations)
"208" Swate Top Length: 198.2 R (See "208" Swale Volume Calculations)
"208" Swale Top Area: 1189.3 SF (See "208" Swale Volume Calculations)
~"208" Biofiltration Swale Side Slopes (X : 1) = 4.0 (See "208" Swale Volume Calculations)
Depth Above "208" Biofiltration Swale: 0.1 ft
Detention Pond Top Width: 6.8 ft
Detention Pond Top Length: 199.0 ft
Top of Detention Pond Area: 1353.3 SF
Volume above "208" Biofiltration Swale: 127.1 CF POND SIZE CHECKS
I ~
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I ' USKH / Wyatt Engineering, Inc.
1:k679302-Tupper Summerfield 5th Add PSE1679302AreaCalcs-6thAdd.xls-DA13 Page 3 of 4
~
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~ J
-i
Summefield East 6th Addition
Storrn Water Design - Drainage Study Report Calculations
~I
Date: March 12, 2003
Name: Summerfield East 6th Addition
i Basin Name: DA-13 Design Frequency: 10 YR
~ B. Determine Adequacy of Drainage Structures:
. Curb Opening:
i,
; Q = 0.56'(Z/n)*(S^0.5)'(d^(8/3))
Flow, Q= 1.28 cfs, From Peak Runoff Section
Slope S = 0.009 ft/ft
n = 0.014 Roughness Coefficient
`J Cross Slope, s= 0.01 R/ft
Z = 1/s = 100 ft/ft
' Flow Depth, d= 0.119 ft. WITHIN 10% OF ASSUMED DEPTH FOR SHALLOW
~ CONCENTRATED FLOW (CHECK)
;--Curb Opening at Low Point: (see page 6-40, "Guidelines for Storm Water Management")
Curb Height (h) = 0.5 ft(Type 1 Curb Infet)
Discharge Qn = 1.28 cfs
Flow Depth, d= 0.119 ft.
' Length of Opening: 4 ft.
~ (Length of opening consists of 2 drainage area, 2.0' wide at each opening)
Use Q= 3.087(L)(H^3/2); Solve for H
Depth, H= 0.22 feet
H/h = 0.44 OK - H/h<=1
~l ~Use 4 ft. of Total Curb Opsning ~
i
Grate Inlet: Yes
i 1
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•-J USKH / Wyatt Engineering, Inc.
1:1679302-Tupper Summerfreld 5th Add PSE1679302AreaCalcs-6thAdd.xis-DA13 Page 4 of 4
~
_
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--CATCF LBASlN 4 ALLR
, GCNERAL NOTES VrATERPR00F-~ PIPE (TYP,)
GRA4EL BACI<FILI 4uArIT11Y FoH DRYrifI.LS ; .NOM-SIiRINK . ~ NOTE,
1'YPE "A" - JO CUBIC YAROS ~dU41MUti4 f 42 TOPIS, CROUT V
TYPE "8" - 40 CUBIC YAR6S h11N161U~1 / 56 TONS, NSHAPE AI~VO~SIZE AS~ IILUGASKET SrtATEU ~ VARY
4
OR AS SPECIFIEU ON ROAD PLAIJS. DETAII BY ACCEPThBLE ALTERNATE IN
2. SPECIAL BACi(F1LL IdAlEttIAL FOR ORYYx'ELLS StlAll CONSI51' OF ACCORDANCE titi11'H A.S;T,M,-C-428.
WA5IIED CRAVEL CRAOEq FROId I" TO 3" W1TN A MAXIMUM OF 5% PASSIPIG 111E U.S. IJo, 200 SCREEN, A5 MEASURED 9Y R'EICHT, GASIiET
. A MA%IIdUM Of 10x OF 111E ACCRECATE, AS MEASUREO 8Y WEIGHI, + PVC ADAP7ER '
• h1AY BE CRUSNED OH FAACTURED BOCK. ME HEMAVNINC 90%
SIIALL 8E NAt'UnALI.Y OCCUaRIPlG UNFRACIURED IdATERIAL. P VC AD AP TER ,
3, FAARIC 511AU. 8E lAOOERATF SURVIVABIUTY AS OUiUMED (SAND COLLAR) ~
' . '
I1J 5TANpARU 5PECIfICAl10MS 9-33
d. SEE Sl'ANDARO p1.ANS SI-IEETS 13-2 ANQ 8-3 fOR
PAECAST COPlCREiE OETAl1,S, METAL FRAtilE rYPE 4 CAATE TYPE 4 MUR'(AR IIJ PI.AC[ '
5. ADJUSTldENT BLOCKS SNALL BE CEMENT CONCRETE. PAY UMITS 6. WiTFI OR PRECAST iN RISER LIEU M UF AY BE USEp ADJUSIINC 1PI COId BlOCK5. BINATION METAL FRAME _
• dc CRATE ` _ y IU1l~l1fl~IIlQpIldl~110~I1~~~ft~~UI1148~~fl~I
r ~ 7, 4~YIEM PVC PIPE 15 USED A f'VC ADAPIER SI4ALL BE IMSfAILED. °z ~ TOP SOIL ;-%A-MORTARED bDJUS'f1dENT
8. PIPES SHALL 8E CROUTED IhITO ORY%'EI.IS, RINCS
t
~A~i~ ~~P~'E4 rrPe a
GRAVElBACKFlII
~ ldORl'AR IN PLACE , 70 BE CQNIPLETELY
i C04E EO W1iH fABR1C
~-iNLEr PiaE .
TOP SOIL ~•~%,,,r-ldORTARED ADJU57hdENT RINCS
CRAVEL BACKFILI.
, TO 8E COMPLETEI.Y 2'_0' P '--SEE WOiE 7
n COVERED WiThl ''e w ~ ::1
N fAHRIC 5EE CEN. :
r' NoTE i
CRAVEI 'I - SEEPACE PORTS,
- INLET PIPE 5 BACKFIII, '..I SEE DETAIL, 5l-IT, 8-2.71,
, :3 ~
`0 FABRIC LIFlER
NOTEGINb~ 2 - _ ~
~ ti
GRAVEL (--l CI lJ ' ;1 O l~ ` -
, BACItfILL, ~SEE 7 , u
~ ' ~SE~pCE ~OR7S ' a
~ SEE D t iAI 5 EE T B-2, t
~F A B R IC L I N E R
M""i~,'
~
I ~,~..r~•ih~~ ' ,'~1!:`:.~" " :r! i , t~~' .
.Y.
.i '
~ .
. 50QISTl1R8EO
S~J~QI57UR0ED
u~
DRYWELL - TYPE 'A' SWALE DR,,YWELL - TYPC 'Dl SWALC ,
am•m•~ow
SPOKANE COUNTY ~APPR. APPROVEO'STANDARO
DEPARTMENY OF PUBLIC WORIfS c~~~r ~RY IGI(D. I i~q1~T6~ sPokuic, wA. 99206 45e-3aao DATt~~!~~ PRECAST DRY4VEll_S PLACED 114 SWAI.CS
.
a_•L •
I lr . ~ .
~ •
~ , . .
l. - -
. "
a
•
1
t ~
1
I ~
Min, 8erm elev.
. ~ Tap or Sod plus 1.0 ft
Top of curb (Tc) elev. Curb
3 max. • ~
` 1 Z" curb drop
~ . ~
3„ ~
, ~ grate e e ~
A
_ Tap of Sod , 6 8" 4" concrete
Top of subc2rade
~ .
• !
drywell •
~
f
;
, .
W~
-1
i
I.
' - I -
ul ~ .
I
~
~
. .
Grass~~ ~~~~olati~~a. ~-ea (G~'~.) .
~ ~ .
~L
~ Guiae?uies for Stor~awater 3V~anagement
$
- ~ 1➢~~1~1
~ riwre ~ ~ .~.cidend~~m, February 1998 spa~~ CO~`
p~. 6-84 . -1
~
, . .
~ -
GENERAL NOTES
1. CUR9 INLET SNALL BE CaNSTRUCTEQ IN ACCORDANCE
WITH ASTM C 470 (AASI4TO fd 199) dc A5T1a C 890
' UNLESS 07HERWSE SHOWN ON PLANS OR NO'(EO
IN 11iE PROJECT SPECIAL PRONSIONS, •
2. TOP Sl1RFACE TO BE BRQtlM FINISIIEO, ,
J, All EXTERNAL EDCES PIOT LABELED SNAI,L BE ,
TROWfLLED titifl}I If4" RADIUS EDCER,
4, pIMENSION 'L" SHALL BE SHOWN ON TNE PLANS,
E~
DRAINAGE (t CURB DROP
~ SWALE _ _ _ _ _ •
30 - ~ QRAINAGE
SWAI.E
r•1•.
` CURB ANO
` ~CU1'TER
~ . I I i I I 1 • 4" PQRTLAND CEMENT 4~,~ , •
CONCRETE
~
g~ SECTION B-B 3'-
,
d • .
, CURB INLET TYPE 1 . ,
S / 71➢-EIlONS
SP01(ANE COUNTY APPROVEO: 57ANDARD SHEET '
_p
I p,q~l-~~~~ o bgq[t i DEPARTMENT OF PUBLIC WORKS cou++ ~mN rro~~~~ B
~ ~ ~ sPacu~¢, wA. eesoe 456-1600 nti1 i ~••c,«~~ i ' CIJRB lNI.ET TYPE 1
~J
~P~~ .
, ~ ~
,2'
ZA•
. , . 2 3 4" `yr' ' . 22'
2 3/4 =---`--6=-, / + ~g=-•.~: ~ A
17'
1s' 4`
1
d ~ ~ ~ R~,•~ .~.YPE „M
PAVEl~ENT '1 ~ •
1 3/13
" 4. A 11 ,~~~i`i~
16• p~ OUANTITY . 0.022633 C.Y. / LF',
CEMENT PORTLAND N ~c
CQNCRETE ~
. ' ► ► ~ ~J_, VARIESJ , ---6"--
" A5PNALT CONCRETE . ' ~
TYPC ATYPE "8" TYPE 01 C~~ • , 1z*
, OUANTITY: - 0.036025 C.Y./ LF. OUANTITY • 0.047657 C.Y. / L.F. QUANi1TY - 0,023123 10NS / L.F. SEE NOTE 6, • 5EE N01f 6
TYPE "S"'
OUAN111Y - 0,018519 C.Y. / L.F.
~
GENERQL NOl"ES Q ~ I. POttTI,AND CELIENt COfaCRE1E SflAll BE
k~ . CLI,SS 3000 CONFORMING TO THE S1APlbARD ,
~Nf I 24~ EXISI1NC CUaB 18" SPECIFICATIONS,
~ 2. WEAKENEO PLANE JOINiS FOR PORILAND ,
~ M ~SIpEWALK - 9. 1-9. CE~IEPaT-CONCREIE SHALL 6E PLACED AT 15'
I
10" 2I 12 INTERVALS.
F•
I ~ 7 3, 3/6' EXPANSION JOINT5 IN PORTLANO CEMENT
•
~ + } t0I - 1 3{B` CONCREIE SHAL1 8E PUCED hT CUR9 RETURNS,
2% ~ R~~.
~ 4, EPaXY CEMENT 5HAL1. BE APPUED AT A 10-15
~ R~13" ~ iv d Mll, 1HICifNESS AND SHALL CONfORA! TO iHE
. ~ ► ~ ~ ! t~ REWIRE~A£NTS pF SECiION 9-26 OF TME
,o '(EPQkY 1+ ~ STANpARD SPECIFICATION5
I SEE NOTE 4 B. CO!l5TRUC110r1 OF 1YPE 'M' CURB SMALI COhJfORld
L J ~ PORTLAND 10 SEC110N 6-04 OF TME SiANRARO SAECIFICA11OP15
1-1 11/16~ CEMENT EXCEPT t1iAT POR1lAFlD CEMENT SHALL DE REPLACEU
~3 1/2" OPTIONAL FOR CONCREYE K1TH 'TRIMITY WNITE" CEMENT. i1,IE FIP115H SHA 9
PORTLAND INTEGRAL POUR, LL E ,
STEEL TRONELLEp TO PRONDE A DENSE; SIAQ0IH
CEldENT CONCRETE GUTTEf~ REFLECIIVE FINISH.
CONCRETE
TYPE 11R„ 011AN11TY ■ 0.0744149 C.Y. / L.F. fi• TO BE USED DNLY IN SPEGAI. CASES YAlli ApPRO4Al
' OF 1HE COUNTY EMGINEER. ,
,ipUANTIIY - 0.052259 C.Y. / L.F.
' . ,
1. CURBS SHAI.L HAYE A LIGHT BAODMED FIkISH. I
• ~K GUitERS SWALI 8E ilrtISHED vnTH A SiEEL 1120wEL
t r ,
~ SPOKANE COUNTY
csrr RCH_~N'' DI4ENSIOfJ A06EIJ TO CURB SECiIDNS~. APPROVED; STAh{DAaD s~feE,'r
LID61Lffj_ csr4 acH Ql~IENSIQN CqRAECi1OFf - YPACURB DEPARTMIENT OF PU6l.IC WORKS auu c~~ y,~' N srwxurc. w~ D9:oa ~x-sooo OaIES CUR6S ~ GUTTERS A`3
' ~ .
Summerfie4d Bast.6Adciiti.on ~ -
' . " ~ . &ibdiAsion
. - ,
APpENDIX VI - N1:.isGellaneous iefte-rs
- . , , . . .
. - ~ ~ . .
-
. ♦ ~ . • '
~ ' •
~ storr~, ~i~'ate.r, :k~ri~;f
. - i~~~~ ~ ~~1~a~C ~a.giijeering (679302) ~
Mlanob.7s 2003
~ , _ ~ • , .
. ` _ .~:±e_ • . 4 . . ~ . _ . .
l \I '
~ . ' . ry~l~~ • "C.: ,
I
~ '
- DIVZSION OF ENGIIU'F'...RLNG ANTD IZOADS A D1VISION OF T'tIE PUBLIC WORK.SDEPATtTMT-iti'T
• WEliam A Johns, P.E., Courtiy Engineer Dennis M. Scoet, P.E., Director
i Juiy 6, 1999
'Dean Fran? -
IPEC
707 W 7`h, Suite 200 -
Spokane, WA 99204
s -
, .
`J RE: Summerceid East 4`h and 5th Addition, PE-I205 -
,
Dear Dean,
I am in receipt of your lettex dated 7/1/99 outlinin~ the conditions for building within the 7one B.
~ floodplain zn the above noted development. The conditions outline what we ag-eed upon zn the
fejd on 6i29/99, and clazify wbat has been ciiscussed thu-ough prev3aus correspondence. I believe
the floodplam conceria,s will be adequately addressed if these couditions are adhered to. ,I
- if you have questions, please let me know.
, ~ .
I I Sincerely, -
~
. :
; - , Tammie w-xlhams
~ Floodplain Administrator . . '
i c-: Ken Tupper, fiIe
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~1020 W Boroadj+my Ave_ • SpoKane, WA 99250-GI70 (509) -15fi-36G0 FA:: (509} 3Za-3c,8 T-DD: (509) 3324-3166
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~ i IN-~ND PACIFIC ENGINE-ERIN'~~ JW-
~ .
~
1999 . . .
~ PE Frolect: 99004
"
.
Tammie Williams . .
_ FloodpJain Admi-tazstrator
~ Spokane Couuty Public Wozks -
1026 W_ Broadway Ave, 2Rd Floor -
Spokane, WA 99260-I0IO
l __J
RF,: Summex-field East Qth & 5`h A.ddxtiom -
(Spokaiie County No. PE-1206) .
Dear Tan=e: -
, - ( Thank yo-u zor meeting -cvith us at the proj ect site a few days 'ago. Given the inusual conditions o_f
-having an_ `Alluvi.al F3,oodplain' impacting the arEa, this, natura.lly czeates the need for close
. comxnunicatiori with County enganeeximg staff as tbis development embarks u~on fna.l design. ~iil'e
i have lisfied below our wadersfanding of what was agreed upon duri-ag the f eld meeting_
.
The livixag spaces for single-family housincr within the FEti1A Zone Bfload zone is subject
- to certain elevation restxictions, as follows: 1) tb.e top of concrete foundanon/wall shall be
no less than 24 mches above the top of curb of the fxontage road; 2) no opeuings (e.g_ doors
and wmdows) wzll be allowed below the "min. elevation of conczete waIl"; 3) tbe garage
slab siaall be no less than 18 'Mches above the top of curb of the froaatage road; and 4) the
- livivg area can extend 42 inches below the descnbed top of conerete wa1l_ An exhibxt
showing these dimensions is enclosed for clatif catian, and is labeled "Housing Consizuction
► in FEtitA Zone B Area." .
0. T'he fnish grade of the proposed streets within thi.s plat, (e.g. the remaining phases within
the FEiMA. Zone B area), is zo be at or close to existiug grade. ne intent of this cnteria is
to not have an.y of the antezaal streets sigaificant.ly below existing grade. -
A one foot deep interceptor bti-La and two Type B drytivells will be constnzcteti along ~'~e
~ north side of the Zone B area with the next phase oi Sumrner~eld .~ast. W.bzle no flooding '
~-of the az-ea from the `Forker Dra-vcr' is expected or has ever been observed, (due to tLe
~ presence of highly permeable `vailey gravels'), an inzerceptor bexm wiE be cnnstruructed to
.
provide an addiuona3. zactor of safety a.gainst flooding. Maiutenance access shaU beprovided
"-to thi,s intezceptor beiiia, the berm will be placed witbiu 3n easement and m.ainienance
res~~ons~.-bil3~ies of said berm and ciryweIls wiIl be assumed'ny the developer.
,
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' -
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Letter to Tammze Williams (7
-1-99)
Summezfield East (PE-1206)
I page ?
~i
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~If any ol'these ltems oi undezstandin~ are different lihat ~vhat you und~stood, please ca,ll. me anc~ we
can promp Lly xnake the necessary adjustments.
Sincerely,
; InIaz~d '11'aciflac Engineez-ing
-
. . .
Dean ~'zanz, P.E.
-
EDgi-aeering Managez
ii
encl_ Exi.i-bZi -`Housizig Consiruction in FEMA Zone B Area' (8 %z" x 11
1 I .
, cc: Ken ltuppez ~ .
i- Project file
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PArIFIC . ~ SUMMERFIELD EAST 4TH A\ID. 5TI-I ADDITI0.k
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70'7 West 7lh - Sulle 200 (50p) 458-6840 IPEC-L99004-EX1•13,DWG DATE' 6\30\99•
`Spolcano, VdA 99204 FAX; (509) 458-880 . ,
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END OF STREET
1MPROVEMENTS
SEE ROAD CONST
NOTES 24 AND 26
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ED ~
C
BEFORE SPOKANE COUNTY DIVISION OF IvING ~
FE3 2 l 2004 ~
fi
IN THE MATTER OF AN EXTENSION D J
) if S
C O OF TIME REQUEST FOR PE-1206-78, FINDS O
SUMMERFIELD EAST, AN ) CONCLUSIONS AND A,PPROVED PRELIMINARY PLAT ) DECISION
~
THIS MATTER, a request for an extension of time from Five Fifty, LLC, c/o Ken Tupper, has
been received and decided upon, pursuant to Spokane County Subdivision regulations (Section
12.100.118) and RCW 58.17.140.
FINDINGS OF FACT
- 1. The individual signing below has been properly delegated the responsibility for rendering
this decision by the Director of the Spokane County Division of Planning.
2. The original proposal was to subdivide approximately 91 acres into 268 lots for single
family dwellings with a Zone Reclassification from Agricultural (A) to Single Family
Residential (R-1).
3. The subj ect preliminary plat was approved by the Hearing Examiner Committee on
January 30, 1979. -
4. The proposal is generally located north of Wellesley Avenue, south of Forker Road and
west of Progress Road in Section 35, Township 26 North, Range 44 EWM, Spokane
County, Washington.
5. The existing zoning of the property described in the application is Urban Residential-3.5
(UR-3.5), previously established as Agricultural (A) zoning iri 1961 and re-designated to .
Urban Residential-3.5 (UR-3.5) on January 1, 1991 consistent with the Program to =
Implement the Spokane County Zoning Code, and remains unchanged by adoption of the
Phase I Development Regulations on January 15, 2002. Pursuant to RCW 58.17.195 the
proposal does conform to the requirements of the existing UR-3.5 zone.
6: The Comprehensive Plan designated the area of the preliminary plat as Urban at the time
- of application acceptance. On August 24, 2001, the Board of County Commissioners
(BOCC) adopted a new Spokane County Comprehensive Plan (see Resolution #1-0799).
The new Comprehensive Plan designates the subject property as Low Density Residential.
7. The subject properiy is located inside of the Urban Growth Area (UGA).
8. Spokane County has established specific criteria for considering the extension of time for .
the expiration of preliminary subdivisions, specifically for regulaz subdivisions, and ;
department policy for short subdivisions. These criteria are found in Section 12.100.118 (Extensions of Tune) of the Spokane County Subdivision Ordinance _and have been used
as a basis for this decision.
. Section 12.100.118 states that "The Director may administratively approve an extension _
provided there aze no significant changed conditions which would render filing of the plat
or binding site plan contrary to the public health, safety or general welfare, and further
provided one or more of the following circumstances is found to apply."
Extension of Time Findings File No. PE-1206-78 Page 2
1) That some portion of the existing preliminary plat has been finalized since the last
extension was granted and the remaining lots would forrrc a unified development
consistent with the original approval;
RESPONSE: Five (5) phases of the original preliminary plat have been finalized for a
total of 159 lots with 1091ots remaining to be finalized. The most recent phase,
consisting of 25 lots, was finalized in October, 2002.
2) That the preliminary subdivision, short subdivision, or binding site plan remains
generally consistent with the original plat or binding site plan that was approved, and
the sponsor has taken substantial steps towards finalizing the plat or binding site plan,
which shall include one, but is not limited to, the following:
a. surveying the lots within the development;
b. arranging for public services to the site;
c. obtaining necessary financing for all or a portion of the preliminary subdivision,
short subdivision, or binding site plan; d. the completion ofstudies or other requirements which were part ofpreliminary
subdivision, short subdivision, or binding site plan approval.
RESPONSE: The preliminary subdivision remains consistent with the original plat that
was approved. In addition, the applicant has finalized 159 originally approved lots,
with 1091ots remaining.
3) 7'hat at the time the preliminary plat approval was granted, development of the
. proposal was conditioned upon the extension of public services which are not yet
available. This provision shall not apply to public utility extension which the project
sponsor would normally fund.
: RESPONSE: Not applicable.
4) T'hat administrative delays have caused the inability of the applicant to finalize the
plat within the five (S) year time period.
RESPONSE: Not applicable. _
9. This is the eleventh request for a time extension. The total life of the preliminary plat has
been approximately 24 years.
10. The proposal has been circulated to all affected agencies and departments for comment.
Additional and/or revised conditions of approval have been recommended by the Spokane
County Division of Engineering and Roads. These recommended conditions of approval
,
are included below.
.
11. The applicant/owner should show substantially greater progress toward complying with
Section 12.100.18 of the Spokane County Subdivision Ordinance before requesting an
additional extension of time.
Extension of Time Findings File No. PE-1206-78 Page 3
CONCLUSIONS
BASED UPON A REVIEW of (a) the criteria for approving an extension of time of the
expiration date for a preliminary plat and (b) the above Findings of Fact, the following
conclusion is made:
. The proponent has demonstrated progress toward completing the preliminary plat as
evidenced in the above Findings of Fact and there are no significant changed conditions
which would render filing of the plat contrary to the public health, safety or general
~ welfare. Therefore, a one (1) year extension of time is warranted.
. DECISION
BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request
for application PE-1206-78 is hereby approved until February 1, 2004, and subject to those
conditions specified by the Division of Planning Findings of Fact, Conclusion and Decision
dated January 11, 1996, updated as follows: New conditions are illustrated in bold text and
revised conditions are illustrated as St-ri- or underlines.
CONDITIONS OF APPROVAL
SPOKANE COUNTY DIVISION OF PLANNING 1. The preliminary plat is given conditional approval for one (1) year, specifically to
February 1, 2004. The applicant may request an extension of time by submitting a written
request no later than thirty (30) days prior to the above expiration date.
2. The proposal shall comply with the Urban Residential-3.5 (UR-3.5) zone, as amended.
3. The final plat sha11 be designed substantially in conformance with the preliminary plat of
record. No increase of density or number of lots shall occur without a change of condition
application subrruttal and approval. 4. A final plat name/number shall be indicated before the final plat is filed, such
name/number to be approved by the Planning Director/designee.
5. Appropriate road name(s) shall be indicated.
6. The Planning Director/designee shall review any proposed final plat to ensure compliance
with these Findings and Conditions of approval.
7. Appropriate utility easements shall be indicated on copies of the proposed final plat.
Wntten approval of utility easements by appropriate utility companies shall be received
with the submittal of the final plat.
8. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all
private or public roads. The dedication shall contain the following statement:
,
Extension of Time Findings File No. PE-1206-78 Page 4
"Side yard and rear yard setbacks shall be determined at the time building permits ar"e
requested unless these setbacks are specifically drafted on this final plat"
9: Four (4) current certificates of title shall be furnished to the Planning Department prior to
filing the final plat.
10. Prior to filing all or a portion of a final plat, the applicant's surveyor shall submit one or
more maps outlined in red of the area being finalized. The scale shall match the
appropriate assessor's map scale.
11. A survey is required prior to the filing of a final plat.
12. The final plat sha11 indicate yard setbacks arc lengths on cul-de-sac lots which meet or
exceed the minimum frontage of the underlying zone of the final plat.
13. The Spokane County Planning Department shall prepare and record with the County
Auditor a Title Notice specifying a future land acquisition area for road right-of-way and
utilities. The reserved future acquisition area Title Notice sha11 be released, in full or in
I~ part, by the Planning Department. The notice should be recorded within the same time
~ frame as an appeal and shall provide the following:
~
a. At least 20 feet of reserved future acquisition area for road right-of-way and utilities, in
addition to the existing andlor newly dedicated right-of-way along Forker Road.
b. Future building and other setbacks required by the Spokane County Zoning Code shall
be measured from the reserved future acquisition area.
c. No required landscaping, pazking, `208' areas, drainfield or allowed signs should be
located within the future acquisition area for road right-of-way and utilities. If any of
the above improvements are made within this area, they shall be relocated at the -
applicant's expense when roadway improvements are made. d. The future acquisition area, until acquired, sha11 be private property and may be used
as allowed in the zone, except that any improvements (such as landscaping, pazking,
surface drainage, drainfield, sign or others) shall be considered interim uses.
14 The plat dedication shall contain the following statement for those lots located on a stub
road or temporary cul-de-sac:
"Lot(s) Block(s) are located on a temporary cul-de-sac/stub road. This
temporary cul-de-sac /stub street may be extended to provide access to adjacent
property and/or connect to existing roads or new roads as development and/or
circulation needs dictate."
.
15. The conditions of approval apply to the preliminary subdivision of record.
16. Subsequent extensions of time will only be considered upon a finding of substantial
compliance with Section 12.100.118, of the Spokane County Subdivision Ordinance.
17 That the sponsor constructs a 6 foot high chainlink fence around the entire periphery of the
retainage basin in the storm drainage plan.
~
~ y ~kJ
Extension of Time Findings File No. PE-1206-78 Page 5
18. That all construction will be monitored by the Spokane County Air Pollution Control
Authority to insure compliance with air pollution requirements and control techniques.
19. That the sponsor limits the construction activifiies from 7:00 a.m. to 6:00 p.m.
20. That the sponsor provides and constructs 6-foot sidewalks excluding curbs (in addition to
hose required along the pathways) and bike paths along the plat boundaries of Progress
Road, and Wellesley Avenue as required and approved by the Spokane County Engineer.
2.. That the sponsor construct a 6-foot chainlink fence along the approximately 900 feet
common lot line shared by this proposal and property owned by Tony Danelo, prior to
~ finalizing of any phase of this project. Mr. Danelo's property is legally defined as West
- Farms Irrigated Tracts Plat #4, Blocks 113 and 112.
SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS
to release of a building permit or use of property as proposed:
l. The conditional approval of the plat is given by the County Engineer subject to dedication
of right-of-way and approval of the road system as indicated in the preliminary plat of
record.
2. A Professional Engineer, licensed in the State of Washington, shall submit final road and
drainage plans, a drainage report and calculations that conform to the 2001 Spokane
County Standards for Road and Sewer Construction, the current ' 1998 of the
Spokane County Guidelines for Stormwater Management, and all other applicable
standards. The plans and report shall receive the County Engineer's acceptance prior to
release of a construction or building permit or approval of the final plat.
3. Construction within the proposed public streets and easements shall be performed under .
the d'uect supervision of a licensed engineer/surveyor, who shall furnish the County =
Engineer with "As Built" plans and a certificate in writing that all improvements were
installed to the lines and grades shown on the approved construction plans and that all
. disturbed monuments have been replaced.
4. No construction work is to be performed within the existing or proposed Public right-of-
way until a permit has been issued by the County Engineer. All work is subject to
inspection and approval by the County Engineer.
5. All construction within the existing or proposed Public right-of-way is to be completed
prior to filing the final plat or a bond in the amount estimated by the County Engineer to
cover the cost of construction of improvements. Construction certification, "As Built"
plans and monumenting the street centerlines shall be filed with the County Engineer. .
:
6. No direct access from lots to stub road connections until such roads are constructed to ~
County standards and established as county roads.
7. Road design, construction, and drainage control for one-half (1/2) rights-of-way and stub
road connections are the responsibility of the owner, developer or applicant. .
.
~ p
Extension of Time Findings File No. PE-1206-78 Page 6
8. The proposed subdivision shall be improved to the standards set forth in Spokane County
Board of Commissioners Resolution No. 1-0298, as amended, which establishes
regulations for roads, approaches, drainage and fees in new construction.
9 A statement shall be placed in plat dedication that no direct access be allowed from lots to
Pf Wellington Avenue, Forker Road and Progress Road.
~ 10. Dedication of 20 feet of additional right-of-way along Progress Road is required.
~ 11. That the sponsor allocate and redesign north access road intersection at Progress Road.
Design standards for neighborhood collection arterial should be used. 12. That the sponsor provide 50 foot radius cul-de-sac rights-of-way. 13. That the sponsor provide and construct 6 foot sidewalks excluding curb along pathway
" routes as designated by the County Engineer, and shown on the preliminary plat of record,
and along Wellesley Avenue.
14. That the sponsor provide stub road connections, to the west, to access center of Tract 103
and south line of Tract 113 in West Farms Irrigated Tracts.
15. That the sponsor assume responsibility for reconstruction of Progress Road should flooding, caused through activities of the plat, cause damage to the road.
16. That the stub roads to the west be barricaded, by the sponsor, in a fashion acceptable to the
Spokane County Engineers.
17. There shall be no further finalization of phases, all or a portion of which is within the
Zone-A Floodplain, until engineering work is completed to evaluate the impact of storm
. water runoff from Forker Draw as predicted in newly released FEMA maps and reports.
= Storni water management plans shall be developed prior to finalization of any further
phases.
18. A bond for the anticipated engineering inspection and certification portion of the project
sha11 be posted with the County Engineer prior to plan acceptance.
19. Condition No. 18 in Spokane County's Finding of Fact and Conclusions for PE-1206-78,
Sumerfield East are hereby amended as follows:
a. Within the development all lots shall be required to have site plan showing lowest adjacent
grade and lowest opening at least 2 feet above curb elevation for residence and concrete
garage slab at lease 18 inches above curb elevation.
b. Each lot will require a floodplain development permit prior to any development (to include
grading, filling, excavating, paving, construction and otller development activities).
c. Plat -sha11 contain language identifying the area as a flood hazard area, alerting
homeowners of the requirements for developing within the floodplain.
d. No further plat encroachment or finalization of phases may occur within the Zone A
Floodplain without a CLOMR.
~ ~
l R l ;
Extension of Time Findings File No. PE-1206-78 Page 7
20. The County Engineer has examined this development proposal and has determined that the
impact of this proposal upon the existing County Road System warrants the dedication of
additional Right of Way and the roadway improvements herein specified.
21. "The applicant is advised that there may exist utilities either underground or overhead
effecting the applicant's property, including property to be dedicated or set aside future
acquisition. Spokane County will assume no financial obligation for adjustrnents or
relocation regarding these utilities." "The applicant should contact the applicable utilities
regazding responsibility for adjustment or relocation costs and to make arrangements for
any necessary work."
22. Erosion Control: A Temporary Erosion and Sedimentation Control (TESC) plan shall be
- prepared by a WA State licensed Professional Engineer and implemented throughout the
duration of construction. The TESC plan is to be prepared using best management
practices (BMP's) currently accepted within the Civil Engineering profession. The TESC
plan is to include, at a minimum, a grading plan, location and details of silt control
structures, and street cleaning program. Runoff from exposed areas shall be filtered prior
to discharging into a detention pond, swale, infiltration facility, or natural drainageway.
The TESC plan is to be included in the road and drainage plans. The applicant's Engineer
is to submit the TESC plan and supporting calculations to Spokane County prior to site
disturbance. The TESC major structures (such as silt ponds, silt traps) are to be installed
prior to other site work and the TESC measures are to be implemented and maintained
throughout the duration of construction, including house construction.
23. Any part of the drainage system that lies outside of the public right-of-way will neither be
maintained nor operated by Spokane County forces. Prior to plan acceptance by the
County Engineer, the Sponsor shall provide a mechanism, acceptable to the County
Engineer, for the perpetual maintenance of the stormwater drainage system. This
mechanism shall also provide for the funding of routine maintenance and the replacement
of the various components of the drainage system at the end of the service life of the
respective components,: and any other improvements that may be legally required in the
future. An Operations and Maintenance Manual for the stormwater management system
shall be prepared by the Sponsor's Engineer, and included in the project documents
submitted to the County Engineer for acceptance, along with a discussion of the design life
of the various components, a calculated annual cost for repair and maintenance, and a
calculated replacement cost. Homeowners Associations aze accepted by the Spokane
. County Engineer for carrying out the required maintenance functions and responsibilities.
24. Appropriate provision shall be made that the following described property be held in trust
until the continuation of the streets be dedicated or deeded: A one (1)-foot strip at the
ends or edges of all streets that terminate or border the plat boundary. (Temporary cul-de-
sacs are required when streets terminate at the plat boundaries of the final plat.)
" 25. Individual driveway access permits are required prior to issuance of a building permit for
driveway approaches to the county road system.
26. All public roads within the plat shall be designed and constructed to Spokane County
standards.
1 ~ D
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Extension of Time Findings File No. PE-1206-78 Page 8
27. The County Engineer has determined that this project permit is exempt under the
Phase I Development Regulations - Section IV (B) (2b). Future time extensions will
require review by the Spokane County Division of Engineering for concurrency with
the Spokane County Comprehensive Plan.
SPOKANE COUNTY DIVISION OF UTILITES
1. Pursuant to the Board of County Commissioners Resolution No. 80-0418, the use of on-
site sewer disposal systems is hereby authorized. This authoriza.tion is conditioned on
compliance with all rules and regulations of the Spokane County Health District and is
further conditioned and subject to specific application approval and issuance of permits by
the Health District.
} 2. Any water service for this project sha11 be provided in accordance with the Coordinated
..Water System Plan for Spokane County, as amended.
3. Each new dwelling unit shall be double-plumbed for connection to future area wide
collection systems.
SPOKANE REGIONAL HEALTH DISTRICT
1. The final plat shall be designed as indicated on the preliminary plat of record andlor any
attached sheets as noted.
2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record
for distribution by the Planning Department to the utility companies, Spokane County
Engineer and the Spokane Regional Health District. Written approval of the easements by
the utility companies must be received prior to the submittal of the final plat.
3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane
County.
4. Water service shall be coordinated through the Director of Utilities, Spokane County.
5. Water service shall be by an existing public water supply when approved by the Regional
Engineer (Spokane), State Department of Health.
6. Prior to filing the final plat, the sponsor sha11 demonstrate to the satisfaction of the
Spokane County Health District that an adequate and potable water supply is available to
each lot of the plat.
7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the
recorded service area of the-water system proposed to;serve the plat.
8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire
protection use shall be approved by the water purveyor. Said water plan must have been
approved by the fire protection district and the appropriate health authorities. The health
authorities, water supplier (puryeyor) and the fire protection district will certify, prior to
filing of the final plat, on the face of said water plan that the plan is in conformance with
~
, • 0
~ i
~
Extension of Time Findings File No. PE-1206-78 Page 9
their requirements and will adequately satisfy their respective needs. Said water plan and
certification will be drafted on a transparency suitable for reproduction.
9. The purveyor will also certify prior to filing the final plat on a copy of said water plan hat
appzopriate contractual arrangements have been made with the plat sponsor for
construction of the water system, in accordance with the approved plan and time schedule.
The time schedule will provide, in any case, for completion of the water system and
inspection by the appropriate health authorities prior to application for building permits
within the plat.
10. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the
Spokane Regional Health District that suitable sites for on-site sewage disposal systems
are available on all lots within the approved preliminary plat not already finalized.
. 11. Subject to specific application approval and issuance of permits by the Health Officer, the
use of on-site sewage systems may be authorized.
12. The dedicatory language on the plat shall state:
"Subject to specific application approval and issuance of permits by the health officer, the
use of on-site sewage systems may be authorized."
13. The dedicatory language on the plat shall state:
"Use of private wells and water systems is ,prohibited.'.'
. .
14. The plat dedication will contain a statement to the effect that:
,"The public water system, as approved by county and state health authorities, the local fire
district and purveyor, will be installed within this plat, and the subdivider will provide for
individual domestic water service as well as fire protection to each lot prior to sale of each ;
Jot." .
. DATED THIS 17THDAY OF JANUARY, 2003
&A
Tammy n
Associate Planner
.
Under state law and county ordinance, you have the right to appeal this decision to the Spokane
County Hearing Examiner. Upon receipt of an appeal, a public hearing will be scheduled. To
file such an appeal, you must submit a letter along with a processing fee, payable to the Spokane
County Division of Planning, within ten (14) calendar days from the date this decision is signed.
If you have any questions, please call the Spokane County Division of Planning at 477-7200.
, . . - ,
Extension of Time Findings File No. PE-1206-78 Page 10
c: Spokane County Division of Engineering and Roads; Scott Engelhard
Spokane County Division of Utilities; Jim Red
Spokane Regional Health District; Steve Holderby
Spokane County Division of Building and Code Enforcement
Ken Tupper, Five Fifty, LLC, 322 N. University Rd., Spokane, WA 99206
Page 1 of 1
Sandra Raskell
From: Sandra Raskell
Sent: Friday, February 27, 2004 2:17 PM
To: Heather Kauer
Cc: John Hohman
Subject: PE-1206-78 Summerfield 6th Edition Time Extension
Heather,
The Public Works Department has no changes to the Findings of Fact, Conclusions and Decision dated January
17, 2003. With those conditions we approve the time extension.
Let me know if you have any other questions.
. Thanks,
. Sandra Raskell, P.E.
Assistant Development Engineer
City of Spokane Valley
11707 East Sprague Avenue
Spokane Valley, WA 99206
Phone: (509) 688-0174
Fax: (509) 688-0037
2/27/2004
Page 1 of 1
Sandra Raskell
From: Don Ramsey
Sent: Wednesday, February 25, 2004 3:55 PM
To: Sandra Raskell
Subject: Time extension for Summerfield East 6th add PE1206-78
Sandra,
No issues with this time extension.
Don
2/27/2004
t C ~
0'
Spoloaone COMMUNITY DEVELOPMENT DEPARTMENT
,;oOValley CURRENT PLANNING DIVISION
COVER MEMORANDUM
Date: February 24, 2004
To: City of Spokane Valley Engineering Department
. ■ John Hohman, P.E. Senior Engineer
; ■ ~11[ilI r
■ Don Ramsey, Traffic Engineer
City of Spokane Valley Building Department - Tom Scholtens
Spokane County Division of Utilities - Information Services; Jim Red
Spokane County Air Pollution Control Authority - Ron Edgar
Spokane County Transit Authority - Gordon Howell
Spokane County Fire District No. 1
Spokane Regional Health District - Steve Holderby
Trentwood Irrigation District
East Valley School District E c ~ w From: Heather Kauer ^ ~
11707 East Sprague Avenue, Suite 106 F~3 2 4 2004
Spokane Valley, WA 99206 D
PH: 509.688.0046 -y- ~
FX. 509.688.0037 ~
E-MAIL: hkauer@spokanevalley.org
SUBJECT: Extension of Time Request for Summerfield East 6th Addition: PE-
1206-78
The City of Spokane Valley is requesting your comments in regards to approving a
twelfth time extension for SummerField East 6th Addition (PE-1206-78). Should the time
extension be approved, the preliminary plat approval will be extended to March 11,
2005.
Please review and submit written comments via mail, facsimile or mail by March
9th, 2004 to the attention of the staff person identified above.
Attachments: Time Extension Application
Site Plan
11707 E. Sprague • Suite 106 • Spokane Valley, WA • 99206 •(509) 921-1000 • Fax (509) 921-1008
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CITY OF SpOKANE VALLEY .
AFPLICATION FQR EX'rENSIUN aF TIM
bY'YYSION OF PLANNING
NAME OFFLATIFILE NO: Summerf ield East ; PE - 1206-78
PARCELN0:46353.9074; 46354.9050; 46352.9052; 46352.9066; 4E351.9049
APPLICANT (NAME OFLEGA►L OWNER): KJT Investments LLC -
MA-MING ADb1tE55: 122 N. Raymond, STE 3 .
CYT"y; Spokane STATE: WA ZIP: 99206 FHONE: (work) (home) (fax) 9 2 2- 019 5
YF A.pPLTCANT YS NOT TFIE OWNER,'INCLTJIyE WRITTEN'UWI-MR ALITHbRIZATYOAI FOR
THE BELUW aWNER'S I)ESIGNATED CON'TACT TO SERYE AS REpY2ESEHTATIVE
OWNER'S DESIGNATED CONTACT:-Ken Tupper .
NiAII.ING AI3DRESS: 122 N. Raymond, STE. 3 CM: Spokane 5TA'TE:wA-` ZIP: 99206
PHONE: (work) (homc) (fax)
1. H$s any portiQn of the plsE, shQrt plat or BSP been finslind (recorded)?
See attached
. 2, Has a proposed fmal piat, shart pIat or BSP been submitted to the Division of Planning? • Xes X No If no, why has Ehe Plat, shor# plat or BSP not been fuaalized?
What has been the delay? See attached ,
3.Wbat progress has occurred: What conditiona of approval have been caropleted (such as survey
work, improvements constructed, departmental approvals obtaiaed)?
See attached EQ
u
- DEPARTMENT OF . (;pMMUNITY DEVELOPMENT
aJJLL 1J GrJt1J 10 • k'JO rm I U 4Jt34~'f lY
- • _ , 0
. 4. Is this a phased project? Yes X No Xf yes, please complcte the followuig irYfarmAGion;
Na. of lots originaify approved: 268 No. of phases finaIized t4 datie: 5
rIa. oflots remsin.ing to be finalized:109 No. of acres remaining to date: 40 LEGAL OWNER $YGNA'T'URE .
, (Signature of legal owner or representative as authorized by legat owner)
LKennith Tupp er , (princ naae) SV1+EAR OR AFFIRM THAT
TxE ABOVE RESPONSES ARE MADE TRUTHFULLY AND T4 TM)BESr OF M'Y IQNOWLEI}GE.
I FURTHFSt SWEAR UR AP'FIRM THAT I A1VI THE UWNER OF RECORb Op Tj4E AAEA PROPUSED
FOR THE ABOVIEIDENTIIFIED LAND USE ACTION, OR, IF NOT THE OWNER, A,TI'ACHEp
HEREWITH IS WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACl'IONS ON
HIS/HER BEAALF, '
ADDRESS:KJT Investments 122 N. Raymond STE, 3 pgONE:
CITY: Spokane STATE: WA ZIP: 99206
SIGNATURt \ v ~ • • DATE
. NQ7'AR'Y ,
STATE QF WASHINCTT'ON }$s; ' CXTSC OF SPpKANE VALLEY) . '
.
SUBSCRIBED AND SWORN ta bcforc mc this, G day of ~QlWhfK, 20 a3 . NOTARY SEAL
.
Ntya1L'9''VGNA'Y`UItE
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..~•°NXI
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Notary Public in and for tbE Statc of Washington Cij ~ = Residing at:_~~~(__7
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0-7. Myappointmcntcxpires: )DJ
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DATE SUBMTfTED= I1-~~' RECEIVEU BY:
/ • , . .
AMOtINT RECEIVED: RECEIPTNO:
.
• , 0 `
APPLICATION FOR EXTENSION OF TIME
SUMMERFIELD EAST; PE 1206-78
ATTACHMENT
The preliminary plat of Summerfield East was approved for development of
approximately 91 acres into 268 lots for single family dwellings. The developer has continually
developed the property since it was granted preliminary plat approval. In 1984, "Summerfield
East," consisting of 28 lots was recorded with the Spokane County Auditor. Also in 1984,
"Summerfield East First Addition," consisting of 53 lots was recorded with the Spokane County
Auditor. In 1985, "Summerfield East Second Addition," consisting of 19 lots was finalized and recorded. In 1987, "Summerfield East Third Addition," consisting of 34 lots was recorded.
"Summerfield East Fourth Addition," consisting of 25 lots was recorded with the Spokane
County Auditor in October, 2002. In total, 159 of the 268 lots have been finalized.
The next phase, "Summerfield East Fifth Addition," consisting of 19 lots has been
reviewed and approved the City and is ready for recording with the Spokane County Auditor.
. All field work has been completed, inspected and bonded for. The developer is also presently
completing "Summerfield East Sixth Addition," which consists of 22 lots. All engineering work
has been completed for the Sixth Addition, plans have been signed by Spokane County and the
City of Spokane Valley, and the phase is expected to be finalized and recorded during 2004, . .
however, the applicant may elect to finalize the Sixth Addition at a later date based on market
demand. In that case, the applicant may need to seek an additional time extension.
The remaining unplatted property remains consistent with the City's Comprehensive Plan, which designates the property as Low Density Residential. The property is still zoned
Urban Residential-3.5.
.
The plat sponsor respectfully requests a time extension in order to finalize the remaining
acreage of Summerfield East.
G:\11Tuppu ICrn 856061Summerrield 2Wnachment to Extension of Time.2003.wpd
7FEE CI'1'16"ne / 1 5
s 2005 p VaUey
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhallCspokanevalley.org
Memorandum Date: February 15, 2005
To: Sandra Raskell, P.E.
From: Heather Kauer
Re: Latest Update Summerfield East 6th Addition
Cc:
LUT e '
m,et4 SF
Lnr I
u," ar
LDT i
ro,ss+ sr
I LOT e m~i ~
~ ioasz u
~ LOT 9
Lor a 10,409 SF
\ 10an SF ~
u
Lor 4 Lar 7
10A17 SF LCFT 6 10A19 SF
LOT 5 10,094 SF
lO,OQJ S► /
Lnr e /
13,842 6i
I Lur 2 ~
1t,617 S►
\
~
lm B
i 7 1~ ~
LQf t IA
10d09 SF Lfft 3 lO.GOB SF
LGf t aR21 SF lQf 6
11,E48 SF LUT 4 10A23 SF
~ 1OJ19 SF LOT s
1D,79B SF
SUMMERFIELD EAST 6TH ADDITION
Course: N 00-06-02 W Distance: 399.40
Course: S 90-00-00 E Distance: 130.95
Course: S 84-12-32 E Distance: 38.00
Course: S 05-47-28 W Distance: -28.21
Course: S 90-00-00 E Distance: 100.57
Course: S 00-00-00 W Distance: 35.77
Course: S 62-01-30 E Distance: 233.25
Course: N 80-50-34 E Distance: 182,15
, CS Course: N 67-31-10 E Distance: 155,62
pA Course: N 76-27-10 E Distance: 85.09
~0~~ Course: S 19-18-07 E Distance: 122.51
~0000 Arc Length: 48.40 Radius: 372.50. • Delta: -7-26-38
LO,~~ ~po IG. Course: S 66-37-28 W Distance: 9.31
Course: S 21-22-32 E Distance: 45.00
Course: S 00-05-00 E Distance: 171.90
Course: N 90-00-00 W Distance: 159.82
Course: S 71-11-32 W Distance: 98.14
Course: N 87-55-06 W Distance: 105.37
Course: N 82-48-02 W Distance: 111.15
Course: N 72-52-00 W Distance: 112.56
Course: S 00-00-00 W Distance: 18.83
Course: N 90-00-00 W Distance: 140.52
Course: N 00-00-00 E Distance: 16.30
Course: N 90-00-00 W Distance: 164.14
Perimeter. 2712.96 Area: 290839.55 6.68 acres
Mapcheck Closure -(Uses listed courses & COGO Units)
j-Er - • 0.006 Course: N 80-26-42 E
CITY OF
S ponne al ley 11707 E. Sprague Ave. • Suite 106 • Spokane Valley,WA 99206
,,;oOV
(509) 921-1000 • Fax (509) 921-1008 • cityhail@spokanevalley.org
i ■ I ■ f T February 24, 2005
Mr. Ken Tupper
KJT Investments, LLC
122 North Raymond Road
Spokane, Washington 99206
RE: Notice of Decision for Egtension of Time for Preliminary Plat Approval for Summerfield
East Preliminary Plat (PE-1206-78)
Dear Mr. Tupper:
The City of Spokane Valley Planning Division received your request for an extension of time on
January 24, 2005 for an additional one-year time extension in order to complete Sununerfield East
6th Addition Final Plat (City of Spokane Valley Reference No. PE-1206-78). The site is identified
by Parcel Nos. 46354.9050, 46353.9074, 46352.9052, 46352.9066, and 46351.9049; located west of
Burns Road, north of Queen Avenue, approximately 250 feet east of Bannen Road, and
approximately 500 feet south of Forker Avenue in Section 35, Township 26 North, Range 44 East
Willamette Meridian, Spokane County, Washington
Preliminary plat approval for PE 1206-78 (Summerfield East) was originally granted on January 30,
1979. This current request represents the thirteenth extension request for the previously approved
preliminary plat. In your current request, you specify that additional time is needed to complete final
grading of swales and lots prior to receiving final plat approval for the sixth phase (Summerfield
East 6th Addition) consisting of twenty-two (22)-lots. Intended completion and recording of
Summerfield East 6th Addition is forecasted for 2005. The fifth phase (Summerfield East 5t'
Addition) was recorded on January 30, 2004 and there is an additional ninety (90) lots to be finalized
including the 6th Add.ition.
The City of Spokane Va11ey has completed a substantive review of your proposal pursuant to tZie
applicable regulations of Chapter 12.100.118 (Extensions of Time) of the City of Spokane Valley
Interim Subdivision Ordinance, and has also routed the request to appropriate internal and external
review bodies. Pursuant to the submitted information, it is determined that the applicant meets the
criteria for allowance of an extension of time according to 12.100.118(2)(b). You are hereby
notified that your request for an extension of time is APPROVED subject to the following
conditions of approval:
T. I
~
Letter to Ken Tupper. - ~
RE: Extension of Time for PE-1206-78 (Summerfield East Preliminary Pla) " - ~
February 24, 2005 F~e 2 5
2005
,
.t'•
1. This letter grants a maximwn one (1) year time extension from the date of this letter. The
prelimunary plat approval for PE-1206-78 (Summerfield East Preliminary Plat) sha11
therefore expire on February 24, 2006.
2. For additional extensions of time an application form and supporting data for time extension
must be submitted at least thirty (30) calendar days prior to the expiration of the preliminary
plat approval extension request.
Please be advised that all conditions of approval from the original preliminary plat approval and all
previously authorized time extensions are still applicable.
Pursuant to Section 12.100.126 (Appeals) of the City's adopted "Subdivision Ordinance, a written
appeal of this Notice of Decision shall be filed with the City of Spokane Va11ey Community
Development Deparkment within fourteen (14) calendar days after the date the notice of the decision
is mailed. The appeal deadline is at 5:00 pm on March 10, 2005.
Pursuant to Section 7 of Ordinance No. 57, the Hearings Examiner shall conduct a public hearing on
appeals of administrative decisions made by the Current Plann.ing Division. Pursuant to Section 11
of Ordinance 03-081, the Hearings Examiner's decision on the appeal shall be final and conclusive
and shall have the effect of a final decision of the Ciiy Council.
Please contact me at (509) 688-0172 or kkendall@spokanevalley.org if you have any questions or
need additional information.
I
j4Sincer-e, , j
KE L
Assistant Planner
CC: 01 •11
City of Spokane Valley Builaing Depai-tmen Dawn Dompier
Spokane County Division of Utilities; Information Services - Jim Red
Spokane County Air Pollution Control Authority - Ron Edgar
Spokane County Fire District No. 1
Spokane Regional Health District - Don Copley
Trentwood Imgation District
East Valley School District
Encl: 12th Extension of Time for Preliminary Approval letter dated March 23, 2004
Page 2 of 2
Page 1 of 1
Latalia Church
From: Sandra Raskell
Sent: Friday, February 25, 2005 8:46 AM
To: 'Jeffrey N. Logan'
Subject: Summerfield Lot closure
Jeff,
The lots close within limits. Do you know when you will get an updated bond copy of the changes to the
language?
Thanks,
Sandra Raskell, P.E.
Assistant Development Engineer
City of Spokane Valley
11707 East Sprague Avenue
Spokane Valley, WA 99206
Phone: (509) 688-0174
Fax: (509) 921-1008
3/4/2005
< Page 1 of 2
= \
Latalia Church
From: Sandra Raskell
Sent: Thursday, February 24, 2005 4:22 PM
To: 'Jeffrey N. Logan'
Subject: Summerfield 6th Addition Language
Jeff,
The language you have on the plat does not match with our language. Below is the language needed for this
plat. Let me know if you have any questions. FYI - some of our language is a little different than the County's.
Make sure you use this on other submittals.
The public streets and/or drainage facilities shown on this plat are hereby dedicated to the City of Spokane Yalley
for public use. The subdivider/sponsor will construct the public and private streets and all assocaated drainage facilities in
conformance with the approved plans on file in the City Engineer's Office.
The Border Easement as shown hereon is here by granted to the City of Spokane Valley and its authorized agents,
and to the public for road purposes, including but not limited to curbs, sidewalks, drainage, signage, and other
usage deemed necessary by the City of Spokane Yalley Engineer for the safery and welfare of the public. No fence
or portion thereof will be constructed within said easement without permission of the City of Spokane Yalley
Engineer, nor will any objects be placed in said easement that would obstruct the sight distance necessary for
safe and efficient vehicular movements. Any other easements granted or dedicated within the Border Easement
area will be subordinate to the rights created by this easement and are subject to the City of Spokane Valley's
permit process prior to usage.
The property owners within this plat are responsible for keeping open and maintaining the surface path of natural
or man-made drainage flow over and across their respective properties. If the property owners fail to maintain
the surface path of natural or man-made drainage flow, or drainage facilities on private properties, a notice o,f
such failure may be given to the property owners. If not corrected within the period indicated on said notice, the
City of Spokane Yalley has the right to correct the maintenance failure, or have it corrected, at the expense of the
property owners. No structures, including fences, shall be constructed directly over or within a natural drainage
channel or drainage ditch without the expressed written consent of the City Engineer.
The City of Spokane Valley does not accept the responsibility of maintaining the drainage course on private lots
nor the responsibility for any damage whatsoever, including, but not limited to, inverse condemnation to any
properties due to deficient construction andlor maintenance of drainage courses in drainage easements on
private properry.
Properties may be located uphill and adjacent to this subdivision that periodically discharge stormwater runofj
onto individual lots within this plat. Stormwater runof,j`'from nearby uphill properties should be expected, and
during snow melt periods or wet seasons the lots may be subjected to higher amounts of stormwater runoff than
what is normally observed or anticipated. Because stormwater runofffrom adjacent properties has discharged
onto this plat prior to development, stormwater runoff will likely continue to do so after development.
Any building that is con.structed on a lot in this plat shall be set at such an elevation so as to provide positive
drainage away from any drainage entry point to the building (including but not limited to a window well, a
window unprotected by a window well, or a doorway). The lots shall be graded so that either a) all runoff is
routed away from the building and conveyed over the lot to a natural drainage swale or approved drainage
facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage facility. All
drainage facilities for this plat, including any swales, shall be constructed in accordance with the approved plans
on file at the City Engineer's Office. Any proposed changes to the approved road and drainage plans must be
3/4/2005
Page 2 of 2
,
~ ;
approved by the City Engineer's Office prior to construction of said changes.
The owner(s) or successor(s) in interest agree to join in arry City-approved stormwater management program and
to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the
planning, design, constructing, maintaining, or operation of stormwater contpol facilities.
The lot owners within this plat shall maintain all natural drainage channels, drainage ditches, and all water
quolity treatment swales situated on their respective properties, and any portion of swale situated in a public
right-of-way adjacent to their respective properties. Maintenance of drainage facilities includes, but is not limited
to, keeping open and cleaning storm pipes, ditches, drainage ponds, swales, etc., replacement of drainage
facilities as needed, and maintaining live native-type dryland grasses or lawn turf in the swales. The lot owners
are responsible for removing, disposing, and replacing the soil and grass sod located in drainage facilities
situated within private lots at such time the City Engineer deems necessary. Maintenance of the lawn turf within
the swales shall also include, but is not limited to mowing, irrigating, and keeping the area free of debris. The lot
owners shall be respon.sible for payment of all claims and other liabilities which may become due for said
maintenance responsibilities. The City of Spokane Yalley does not accept the responsibility to inspect and/or
maintain the drainage easements, nor does the City of Spokane Yalley accept any liability for any failure by the '
lot owners to properly maintain such areas. If the lot owners fail to maintain the drainage facilities in
conformance with the accepted drainage plan on file at the City Engineer's Office, a notice of such failure may be
given to the lot owners by the City Engineer. If not corrected within the period indicated on said notice, the City
has the right to correct the maintenance failure, or have it corrected, at the expense of the lot owners.
7'he City of Spokane Yalley is responsible for maintaining the stormwater facilities located within the public ROW
as shown in the final plat documents. Maintenance shall include cleaning the structures, pipes, and drywells.
Thanks,
Sandra Raskell, P.E.
Assistant Development Engineer
City of Spokane Valley
11707 East Sprague Avenue
Spokane Valley, WA 99206
Phone: (509) 688-0174
Fax: (509) 921-1008
3/4/2005
Page 1 of 1
Latalia Church
From: John Hohman
Sent: Thursday, February 24, 2005 3:16 PM
To: Sandra Raskell
Subject: RE: Summerfield 6th Add
He is almost there. I drove by today but the repairs were covered. Ken is working on the bond and will submit
soon.
-----Original Message-----
From: Sandra Raskell
Sent: Thursday, February 24, 2005 1:52 PM
To: John Hohman
Subject: Summerfield 6th Add
John,
Is Ken ready to go to warranty bond? Jeff sent me the bond quantity est, but I couldn't remember if
everything was final.
Thanks,
Sandra Raskell, P.E.
Assistant Development Engineer
City of Spokane Valley
11707 East Sprague Avenue
Spokane Valley, WA 99206
Phone: (509) 688-0174
Fax: (509) 921-1008
3/4/2005
Page 1 of 1
` .
Latalia Church
From: Sandra Raskell
Sent: Thursday, February 24, 2005 1:52 PM
To: John Hohman
Subject: Summeffield 6th Add
Tracking: Recipient Read
John Hohman Read: 2/24/2005 3:15 PM
John,
Is Ken ready to go to warranty bond? Jeff sent me the bond quantity est, but I couldn't remember if everything
was final.
Thanks,
Sandra Raskell, P.E.
Assistant Development Engineer
City of Spokane Valley
11707 East Sprague Avenue
Spokane Valley, WA 99206
Phone: (509) 688-0174
Fax: (509) 921-1008
3/4/2005
Page 1 of 1
:
Latalia Church
From: Sandra Raskell
Sent: Friday, March 04, 2005 4:15 PM
To: Heather Kauer
Cc: 'Jeffrey N. Logan'; John Hohman
Subject: Summerfield 6th Add
Tracking: Recipient Read
Heather Kauer Read: 3/4/2005 4:37 PM
7effrey N. Logan'
John Hohman Read: 3/7/2005 8:03 AM
Heather,
Summerfield 6th Addition is ok to go to Mylar for final plat.
Thanks,
Sandra Raskell, P.E.
Assistant Development Engineer
City of Spokane Valley
11707 East Sprague Avenue
Spokane Valley, WA 99206
Phone: (509) 688-0174
Fax: (509) 921-1008
4/4/2005
- , , Page 1 of 1
Latalia Church
From: John Hohman
Sent: Thursday, February 24, 2005 3:16 PM
To: Sandra Raskell
Subject: RE: Summerfield 6th Add
He is almost there. I drove by today but the repairs were covered. Ken is working on the bond and will submit
soon.
-----Original Message-----
From: Sandra Raskell
Sent: Thursday, February 24, 2005 1:52 PM
To: John Hohman
Subject: Summerfield 6th Add
John,
Is Ken ready to go to warranty bond? Jeff sent me the bond quantity est, but I couldn't remember if
everything was final.
Thanks,
Sandra Raskell, P.E.
Assistant Development Engineer
City of Spokane Valley
11707 East Sprague Avenue
Spokane Valley, WA 99206
Phone: (509) 688-0174
Fax: (509) 921-1008
4/4/2005
;r-Page 1 of 1
Latalia Church
From: Sandra Raskell
Sent: Thursday, February 24, 2005 1:52 PM
To: John Hohman
Subject: Summerfield 6th Add
Tracking: Recipient Read
John Hohman Read: 2/24/2005 3:15 PM
John,
Is Ken ready to go to warranty bond? Jeff sent me the bond quantity est, but I couldn't remember if everything
was final.
Thanks,
Sandra Raskell, P.E.
Assistant Development Engineer
City of Spokane Valley
11707 East Sprague Avenue
Spokane Valley, WA 99206
Phone: (509) 688-0174
Fax: (509) 921-1008
4/4/2005
- Page 1 of 1
Latalia Church
From: Sandra Raskell
Sent: Friday, March 04, 2005 4:14 PM
To: 'Jeffrey N. Logan'
Cc: Ken Tupper (E-mail 2); John Hohman
Subject: Summerfield 6th Add 2nd Sub
TraCking: Recipient Read
']effrey N. Lagan'
Ken Tupper (E-mail 2)
]ohn Hohman Read: 3/7/2005 8:03 AM
Jeff,
The language is correct. You are acceptable to move towards final plat. Thanks for your cooperation on this.
Sandra
-----Original Message-----
From: Jeffrey N. Logan [mailto:JLogan@uskh.com]
Sent: Friday, March 04, 2005 2:30 PM
To: Sandra Raskell
Cc: Ken Tupper (E-mail 2)
Subject: RE: Summerfield 6th Add 2nd Sub
Attached is the PDF for the signature sheet. I'm not sure what Heather did with the copy I dropped off for
you. We need a log sheet or something so we can keep track of all this stuff! We added the language
that you emailed for the roads and drainage. Any items having to do with DOH or County Utilities, we left
as per the findings. Let me know if this is o.k. We're pushing for final plat ASAP (big surprise!). Is there
anything else that you need from me to sign once language is checked?
-----Original Message-----
From: Sandra Raskell [mailto:SRaskell@spokanevalley.org]
Sent: Friday, March 04, 2005 12:18 PM
To: Jeffrey N. Logan
Subject: Summertield 6th Add 2nd Sub
Jeff,
I checked with Heather and she doesn't have either copy. Could you get me the updated copy
today, and I will look at it when I receive it. If you have questions, I am going to lunch but you can
call me at 701-7601.
Thanks!
Sandra Raskell, P.E.
Assistant Development Engineer
City of Spokane Valley
11707 East Sprague Avenue
Spokane Valley, 1NA 99206
Phone: (509) 688-0174
Fax: (509) 921-1008
4/4/2005
Page 1 of 1
. ~ ~ ~
Latalia Church
From: Sandra Raskell
Sent: Friday, March 04, 2005 3:55 PM
To: 'Jeffrey N. Logan'
Cc: Ken Tupper (E-mail 2); John Hohman
Subject: RE: Summerfield 6th Add 2nd Sub
Tracking: Recipient Read
'leffrey N. Logan'
Ken Tupper (E-mail 2)
John Hohman Read: 3/4/2005 3:55 PM
OK, there has been some clarification. The plan ended up on my temp's desk instead of my inbox. I will look at it
ASAP and let you know. Sorry for the confusion. I very much appreciate your patience.
-----Original Message-----
From: ]effrey N. Logan [maifto:]logan@uskh.com]
Sent: Friday, March 04, 2005 2:30 PM
To: Sandra Raskell
Cc: Ken Tupper (E-mail 2)
Subject: RE: Summerfield 6th Add 2nd Sub
Attached is the PDF for the signature sheet. I'm not sure what Heather did with the copy I dropped off for
you. We need a log sheet or something so we can keep track of all this stuff! We added the language
that you emailed for the roads and drainage. Any items having to do with DOH or County Utilities, we left
as per the findings. Let me know if this is o.k. We're pushing for final plat ASAP (big surprise!). Is there
anything else that you need from me to sign once language is checked?
-----Original Message-----
From: Sandra Raskell [maiito:SRaskell@spokanevalley.org]
Sent: Friday, March 04, 2005 12:18 PM
To: Jeffrey N. Logan
Subject: Summerfield 6th Add 2nd Sub
Jeff,
I checked with Heather and she doesn't have either copy. Could you get me the updated copy
today, and I will look at it when I receive it. If you have questions, I am going to lunch but you can
call me at 701-7601.
Thanks!
Sandra Raskell, P.E.
Assistant Development Engineer
City of Spokane Valley
11707 East Sprague Avenue
Spokane Valley, WA 99206
Phone: (509) 688-0174
Fax: (509) 921-1008
4/4/2005
- .1 Page 1 of 1
Latalia Church
From: Jeffrey N. Logan [JLogan@uskh.com]
Sent: Friday, March 04, 2005 2:30 PM
To: Sandra Raskell
Cc: Ken Tupper (E-mail 2)
Subject: RE: Summerfreld 6th Add 2nd Sub
Attached is the PDF for the signature sheet. I'm not sure what Heather did with the copy I dropped off for you.
We need a log sheet or something so we can keep track of all this stuff! We added the language that you emailed
for the roads and drainage. Any items having to do with DOH or County Utilities, we left as per the findings. Let
me know if this is o.k. We're pushing for final plat ASAP (big surprise!). Is there anything else that you need from
me to sign once language is checked?
-----Original Message-----
From: Sandra Raskell [mailto:SRaskell@spokanevalley.org]
Sent: Friday, March 04, 2005 12:18 PM
To: Jeffrey N. Logan
Subject: Summerfield 6th Add 2nd Sub
Jeff,
I checked with Heather and she doesn't have either copy. Could you get me the updated copy today, and I
will look at it when I receive it. If you have questions, I am going to lunch but you can call me at 701-7601.
Thanks!
Sandra Raskell, P.E.
Assistant Development Engineer
City of Spokane Valley
11707 East Sprague Avenue
Spokane Valley, WA 99206
Phone: (509) 688-0174
Fax: (509) 921-1008
4/4/2005
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Page 1 of 1
' • t ~ , i _ J',
Latalia Church
From: Sandra Raskell
Sent: Friday, March 04, 2005 12:18 PM
To: 'Jeffrey N. Logan'
Subject: Summeffield 6th Add 2nd Sub
Jeff,
I checked with Heather and she doesn't have either copy. Could you get me the updated copy today, and I will
look at it when I receive it. If you have questions, I am going to lunch but you can call me at 701-7601.
Thanks!
Sandra Raskell, P.E.
Assistant Development Engineer
City of Spokane Valley
11707 East Sprague Avenue
Spokane Valley, WA 99206
Phone: (509) 688-0174
Fax: (509) 921-1008
4/4/2005
✓
Latalia Church
From: Jeffrey N. Logan [JLogan@uskh.com]
Sent: Tuesday, February 22, 2005 6:03 PM
To: Sandra Raskell
Subject: Summerfield 6th Addition
~
90i",
579302 Street Bond
Estimate to...
We are getting ready to submit the final plat for 6th Addition. I had dropped
off copies from our original submittal to Heather and she said she was going to give a
copy to you. As part of the submittal, we are starting to work on the bond reduction.
Ken has walked the project with John and I believe that except for a couple of small
items, we are good to go. Attached is and excel spreadsheet with the quantities that we
had previously estimated for Summerfield 6th. I think this is the typical information
that we send you so that you can come up with a bond reduction amount. If not, let me
know what else you need and we will get right on it. Thanks.
«679302 Street Bond Estimate to Valley 2-22-05.x1s»
1
•
BOND ESTIMATE
Project Name: Summerfield 6th Additon dTIProject Number: PE 1206-78F Date: February 22, 2005 3POKanci
Prepared by: Sandra Raskell lle
Y
Item Description Unit Unit Price Total
Summeffield 6th Addition
Drainage Items
1 Drywell, Type A(incl. backfill, fifter fabric, frame 8 grate) 2 1.00 $ 2,100.00 $ 4,200.00
2 Drywell, Type B(incl. backfill, fifter fabric, frame 8 grate) 2 1.00 $ 2,700.00 $ 5,400.00
3 Concrete Inlet, Type 1 4 EA $ 600.00 $ 2,400.00
4 Concrete Inlet, Type 2 EA $ 600.00 $ -
5 WSDOT Inlet and Grate EA $ 1,300.00 $ -
6 Catchbasin, Type 1 EA $ 750.00 $ -
7 Curb Inlet, Type 1 8 EA $ 75.00 $ 600.00
8 Curb Inlet, Type 2 EA $ 600.00 $ -
9 Metal Frame and Grate EA $ 300.00 $ -
10 Pipe, 4inch PVC, perforated LF $ 12.00 $ -
11 Pipe, 4inch PVC LF $ 12.00 $ -
12 Pipe, 12-inch PVC LF $ 18.00 $ -
13 Pipe, 6-inch CMP LF $ 15.00 $ -
14 Pipe, 8-inch CMP LF $ 16.00 $ -
15 Pipe, 10-inch CMP LF $ 18.00 $ -
16 Pipe, 12-inch CMP LF $ 20.00 $ -
17 Pipe, 15-inch CMP LF $ 25.00 $ -
18 Pipe, 18-inch CMP LF $ 28.00 $ -
19 Pipe, 24-inch CMP LF $ 38.00 $ -
20 Pipe, 10-inch CPEP or HDPE LF $ 18.00 $ -
21 Pipe, 12-inch CPEP or HDPE 206 LF $ 21.00 $ 4,326.00
22 Pipe, 18-inch CPEP or HDPE LF $ 25.00 $ -
22 Pipe, 24inch CPEP or HDPE LF $ 40.00 $ -
23 Pipe, 30-inch CPEP or HDPE LF $ 45.00 $ -
23 Pipe, 12-inch Ductile Iron (Sewer Gravity) LF $ 28.00 $ -
24 Manhole, Precast Type III - 48 EA $ 1,700.00 $ -
25 Manhole, Precast Type III - 54 EA $ 2,100.00 $ -
26 Solid Manhole Lid EA $ 325.00 $ -
27 Concrete Inlet Pad EA $ 200.00 $ -
28 Concrete Slotted Caver w! Ring EA $ -
29 Pond Outlet Structure LS $ -
30 Pond Access Road + Temp Cul-de-sac CY $ 17.00 $ -
31 6-ft. Chain Link Fence LF $ 15.00 $ -
32 12-ft wide Locking Gate EA $ 500.00 $ -
33 Pond Excavation Incl. Haul CY $ 8.00 $ -
34 Ditch Excavation Incl. Haul 1,031 CY $ 8.00 $ 8,248.00
35 Sod SF $ 0.80 $ -
36 Seed, Fertilize and Mulch 30,000 SF $ 0.05 $ 1,500.00
37 Irrigation System (public drainage facilities)
38 Bentonite Clay Evaporative Pond Liner CY $ 12.00 $ -
39 Membrane Liner SF $ 0.75 $ -
40 Topsoil 350 CY $ 18.00 $ 6,300.00
41 Washed Drainrock CY $ 31.00 $ -
42 Clearing and Grubbing (under one acre) AC $ 3,000.00 $ -
43 Clearing and Grubbing (1-5 acres) 2 AC $ 2,000.00 $ 4,000.00
44 Clearing and Grubbing (aver 5 acres) AC $ 1,500.00 $ -
45 Non-Woven Geotextile Fabric (embankment drains) SY $ 4.00 $ -
46 Fifter Fabric (under riprap in ditches/outfall pads) SY $ 3.00 $ -
n r~~~; /
47 Riprap for Ditch (3 inch miriu-alf CY ~ 20.00 $ -
48 Riprap for Ditch (6 inch minus) CY $ 25.00 $ -
49 Riprap for Ditch (12 inch minus) CY $ 32.00 $ -
50 Riprap Outfall Pad (hand placed) CY $ 50.00 $ -
50.A Energy Dissipator (DOT) L.S. $ - $ -
Dreinage Items Sub-Total $ 36,974.00
Roadway Items
51 Rough Grade (sub-grade preparation) CY $ 10.00 $ -
51A. Mobilization 1 LS $ 1,000.00 $ 1,000.00
51A. Excavation 3,700 CY $ 8.00 $ 29,600.00
52 AMOCO 2002 FiRer Fabric (or equivalent) SY $ 3.00 $ -
53 Pit Run Ballast Material CY $ 12.00 $ -
54 Base Course CY $ 24.00 $ -
55 Top Course 892 CY $ 24.00 $ 21,406.00
56 Asphaft Concrete Pavement TN $ 45.00 $ -
57 Asphalt Concrete Pavement (2 in) 7,320 SY $ 4.25 $ 31,110.00
58 Asphalt Concrete Pavement (3 in) 1,673 SY $ 6.80 $ 11,376.40
59 Sawcut Existing Asphalt ($1.50/in of depth/tfl (<1000 If =$5/1f) LF $ 3.00 $ -
60 Curb, Type A LF $ 9.00 $ -
61 Curb and Gutter, Type B 2,748 LF $ 10.00 $ 27,480.00
62 Cufi and Gutter, Type C LF $ 2.00 $ -
63 Curb and Gutter, Type R LF $ 10.00 $ -
64 Curb and Gutter, Type R(reinforced with rebar) LF $ 12.00 $ -
65 Sidewalk 1,744 SY $ 23.00 $ 40,112.00
65A Driveway Approach SY $ 20.00 $ -
66 Wheelchair Ramp 4 EA $ 300.00 $ 1,200.00
67 WSDOT Type III Barricade 1 EA $ 250.00 $ 250.00
68 WSDOT H-1 Flexible Guide Posts EA $ 25.00 $ -
69 WSDOT H-3 Pipe Bollards EA $ 250.00 $ -
70 Street Signs 1 EA $ 175.00 $ 175.00
71 Striping LF $ 1.50 $ -
72 Tubular Reflective Traffic Delineators (flexible) EA $ 30.00 $ -
73 Barrel-styie Reflective Traffic Delineators EA $ 50.00 $ -
74 Barrel-style Reflective Traffic Delineators w/base EA $ 90.00 $ -
75 Temporary Traffic Control LS $ 1,000.00 $ -
76 Monuments (1 approx every 300 ft) 5 EA $ 200.00 $ 1,000.00
72 Cross-gutters, Type 1 SY $ 30.00 $ -
73 Cross-gutters, Type 2 SY $ 25.00 $ -
Readway Items Sub-Total $ 164,711.40
Erosion Control Items
74 Silt Fence 455 LF $ 4.00 $ , 1,820.00
75 Straw Bales 40 EA $ 7.00 $ 280.00
76 Permanent Seeding and Planting SF $ 0.03 $ -
77 Inlet Protection 10 EA $ 50.00 $ 500.00
78 Rock Construction Entry 150 SY $ 16.00 $ 2,400.00
79 Erosion CoMrol Blanket SY $ 3.00 $ -
Ernsion Contnol Items Sub-Total $ 5,000.00
SUBTOTAL of ALL ITEMS $ 206,685.40
3% inflation from year 2002 to 2004 $ 12,587.14
Sub-Total includirrg inflation $ 219,272.54
CONSTRUCTION TOTAL (includes multiplier of 1.10) b 241,200.00
Inspection
80 Inspection af Drainage Facilities 1 LS $ 1,000.00 $ 1,000.00
i 81 Inspection of Roads f 14 STA 4)~ 500.00 $ 7,000.00
lnspection ltems Sua-Tota! $ 8,000.00
SUBTOTAL ofALL ITEMS $ 8,000.00
3% inflation from year 2002 to 2004 $ 487.20
Sub-Total including inflation $ 8,487.20
INSPECTION TOTAL (includes multiplier of 1.10) $ 9,300.00
GRAND TOTAL (includes multiplier of 1.10) $ 250,500.00
Page 1 of 2
Latalia Church
From: Sandra Raskell
Sent: Thursday, February 24, 2005 4:22 PM
To: 'Jeffrey N. Logan'
Subject: Summerfield 6th Addition Language Jeff,
The language you have on the plat does not match with our language. Below is the language needed for this
plat. Let me know if you have any questions. FYI - some of our language is a little different than the County's.
Make sure you use this on other submittals.
The public streets and/or drainage facilities shown on this plat are hereby dedicated to the Ciry of Spokane Valley
for public use.
The subdivider/sponsor will construct the public andprivate streets and all associated drainage facilities irt
conformance with the approved plans on file in the Ciry Engineer's Office.
The Border Easement as shown hereon is here by granted to the City of Spokane Valley and its authorized agents,
and to the public for road purposes, including but not limited to curbs, sidewalks, drainage, signage, arrd other
usage deemed necessary by the City of Spokane Valley Engineer for the safety and welfare of the public. No fence
or portion thereof will be constructed within said easement without permission of the City of Spokane Valley
Engineer, nor will arry objects be placed in said easement that would obstruct the sight distance necessary for
safe and efficient vehicular movements. Any other easements granted or dedicated within the Border Easement
area will be subordinate to the rights created by this easement and are subject to the City of Spokane Yalley's
permit process prior to usage.
The property owners within this plat are responsible for keeping open and maintaining the surface path of natural
or man-made drainage flow over and across their respective properties. If the property owners fail to maintain
the surface path of natural or man-made drainage flow, or drainage facilities on private properties, a notice of
such failure may be given to the property owners. If not corrected within the period indicated on said notice, the
City of Spokane Yalley has the right to correct the maintenance failure, or have it corrected, at the expense of the
property owners. No structures, including fences, shall be constructed directly over or within a natural drainage
channel or drainage ditch without the expressed written consent of the City Engineer.
The City of Spokane Yalley does not occept the responsibility of maintaining the drainage course on private lots
nor the responsibitity for any damage whatsoever, including, but not limited to, inverse condemnation to ony
properties due to deficient construction andlor maintenance of drainage courses in drainage easements on
private property.
Properties may be located uphill and adjacent to this subdivision thot periodically discharge stormwater runofJ
onto individual lots within this plat. Stormwater runofffrom nearby uphill properties should be ezpected, and
during snow melt periods or wet seasons the lots may be subjected to higher amounts of stormwater runo, fJ'than
what is normally observed or anticipated. Because stormwater runoff from adjacent properties has discharged
onto this plat prior to development, stormwater runoffwill likely continue to do so after development.
Arry building that is constructed on a lot in this plat shall be set at such an elevation so as to provide positive
drainage away from any drainage entry point to the building (including but not limited to a window well, a
window unprotected by a window well, or a doorway). The lots shall be graded so that either a) oll runoff is
routed away from the building and corrveyed over the lot to a natural drainage swale or approved drainage
faciliry, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage facility. All
drainage facilities for this plat, including any swales, shall be constructed in accordance with the approved plans
on file at the City Engineer's Office. Any proposed changes to the approved road and drainage plans must be
4/4/2005
Page 2 of 2
approved by the Ciry Engineer's Office prior to construction of said changes.
The owner(s) or successor(s) in interest agree to join in any City-approved stormwater management program and
to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the
planning, design, constructing, maintaining, or operation of stormwater control facilities.
The lot owners within this plat shall maintain all natural drainage channels, drainage ditches, and all water
quality treatment swales situated on their respective properties, and any portion of swale situated in a public
right-of-way adjacent to their respective properties. lllaintenance of drainage facilities includes, but is not limited
to, keeping open and cleaning storm pipes, ditches, drainage ponds, swales, etc., replacement of drainage
facilities as needed, and mointoining live native-type dryland grasses or luwn turf in the swales. The lot owners
are responsible for removing, disposing, and replacing the soil and grass sod located in drainage facilities
situated within private lots at such time the City Engineer deems necessary. Maintenance of the lawn turf within
the swales shall also include, but is not limited to mowing, irrigating, and keeping the area free of debris. The lot
owners shall be responsible for payment of all claims and other liabilities which may become due for said
maintenance responsibilities. The Ciry of Spokane Yalley does not accept the responsibility to inspect and/or
mointain the drainage easements, nor does the City of Spokane Yalley accept any liability for any failure by the
lot owners to properly maintain such areas. If the lot owners fail to maintain the drainage facilities in
co»formance with the accepted drainage plan on file at the City Engineer's Office, a notice of such failure may be
given to the lot owners by the City Ertgineer. If not corrected within the period indicated on said notice, the Ciry
has the right to correct the maintenance failure, or have it corrected, at the expense of the lot owners.
The City of Spokane Yalley is respo»sible for maintaining the stormwater facilities located within the public ROW
as shown in the final plat documents. Maintenance shall include cleaning the structures, pipes, and drywells.
Thanks,
Sandra Raskell, P.E.
Assistant Development Engineer
City of Spokane Valley
11707 East Sprague Avenue
Spokane Valley, WA 99206
Phone: (509) 688-0174
Fax: (509) 921-1008
4/4/2005
Page 1 of 1
♦ h ~
Latalia Church
From: Sandra Raskell
Sent: Friday, February 25, 2005 8:46 AM
To: 'Jeffrey N. Logan'
Subject: Summerfield Lot closure
Jeff,
The lots close within limits. Do you know when you will get an updated bond copy of the changes to the
language?
Thanks,
Sandra Raskell, P.E.
Assistant Development Engineer
City of Spokane Valley
11707 East Sprague Avenue
Spokane Valley, WA 99206
Phone: (509) 688-0174
Fax: (509) 921-1008
4/4/2005
BOND ESTIMATE ~ i
0 ~
Project Name: Summerfield 6th Addition
Pro'ect Number: P-1206F ~
~ ne
Date: February 24, 2005 ~
Prepared by: Sandra Raskell Valley
Item Description % Remainfng Quantity Unit Unit Price Total
Drainage Items
1 Drywell, Type A(incl. backfill, filter fabric, frame & grate) 100% 2 EA $ 2,100.00 $ 4,200.00
2 Drywell, Type B(incl. backfill, filter fabric, frame 8 grate) 100% 2 EA $ 2,700.00 $ 5,400.00
3 Concrete Inlet, Type 1 100% 4 EA $ 600.00 $ 2,400.00
4 Concrete Inlet, Type 2 EA $ 600.00 $ -
5 WSDOT Inlet and Grate EA $ 1,300.00 $ -
6 Catchbasin, Type 1 EA $ 750.00 $ -
7 Curb Inlet, Type 1 100% 8 EA $ 75.00 $ 600.00
8 Curb Inlet, Type 2 EA $ 600.00 $ -
9 Metal Frame and Grate EA $ 300.00 $ -
10 Pipe, 4inch PVC, perforated LF $ 12.00 $ -
11 Pipe, 4inch PVC LF $ 12.00 $ -
12 Pipe, 12-inch PVC LF $ 18.00 $ -
13 Pipe, 6-inch CMP LF $ 15.00 $ -
14 Pipe, 8-inch CMP LF $ 16.00 $ -
15 Pipe, 10-inch CMP LF $ 18.00 $ -
16 Pipe, 12-inch CMP LF $ 20.00 $ -
17 Pipe, 15-inch CMP LF $ 25.00 $ -
18 Pipe, 18-inch CMP LF $ 28.00 $ -
19 Pipe, 24inch CMP LF $ 38.00 $ -
20 Pipe, 10-inch CPEP or HDPE LF $ 18.00 $ -
21 Pipe, 12-inch CPEP or HDPE 100% 206 LF $ 21.00 $ 4,326.00
22 Pipe, 18-inch CPEP or HDPE LF $ 25.00 $ -
22 Pipe, 24inch CPEP or HDPE LF $ 40.00 $ -
23 Pipe, 30-inch CPEP or HDPE LF $ 45.00 $ -
23 Pipe, 12-inch Ductile Iron (Sewer Gravityy) LF $ 28.00 $ -
24 Manhole, Precast Type III - 48 EA $ 1,700.00 $ -
25 Manhole, Precast Type III - 54 EA $ 2,100.00 $ -
26 Solid Manhole Lid . EA $ 325.00 $ -
27 Concrete Inlet Pad EA $ 200.00 $ -
28 Concrete Slotted Cover w/ Ring EA $ -
29 Pond Outlet Structure • LS $ -
30 Pond Access Road + Temp Cul-de-sac CY $ 17.00 $ -
31 6-ft. Chain Link Fence LF $ 15.00 $ -
32 12-ft wide Locking Gate EA $ 500.00 $ -
33 Pond Excavation Incl. Haul CY $ 8.00 $ -
34 Ditch Excavation Incl. Haul 100% 1,031 CY $ 8.00 $ 8,248.00
35 Sod SF $ 0.80 $ -
36 Seed, Fertilize and Mulch 100% 30,000 SF $ 0.05 $ 1,500.00
37 IRigation System (public drainage facilities) $ -
38 Bentonfte Clay Evaporative Pond Liner CY $ 12.00 $ -
39 Membrane Liner SF $ 0.75 $ -
40 Topsoil 100% 350 CY $ 18.00 $ 6,300.00
41 Washed Drainrock CY $ 31.00 $ -
42 Clearing and Grubbing (under one acre) AC $ 3,000.00 $ -
43 Clearing and Grubbing (1-5 acres) 100% 2.0 AC $ 2,000.00 $ 4,000.00
44 Clearing and Grubbing (over 5 acres) AC $ 1,500.00 $ -
45 Non-Woven Geotextile Fabric (embankment drains) SY $ 4.00 $ -
46 Fifter Fabric (under riprap in ddches/outfall pads) SY $ 3.00 $ -
i .
47 Riprap for Ditch (3 inch minus) CY $ 20.00 $ -
48 Riprap for Ditch (6 inch minus) CY $ 25.00 $ -
49 Riprap for Ditch (12 inch minus) CY $ 32.00 $ -
50 Riprap Outfall Pad (hand placed) CY $ 50.00 $ -
50.A Energy Dissipator (DOT) L.S. $ - $ -
Drainage Items Sub-Total $ 36,974.00
Roadway Items
51 Rough Grade and Excavation (sub-grade preparation) 100% 3,700 CY $ 10.00 $ 37,000.00
51A. Mobilization 100% 1 LS $ 1,000.00 $ 1,000.00
52 AMOCO 2002 Filter Fabric (or equivalent) SY $ 3.00 $ -
53 Pit Run Ballast Material CY $ 12.00 $ -
54 Base Course CY $ 24.00 $ -
55 Top Course 100% 892 CY $ 24.00 $ 21,408.00
58 Asphait Concrete Pavement TN $ 45.00 $ -
57 Asphaft Concrete Pavement (2 in) 100% 7,320 SY $ 4.25 $ 31,110.00
58 Asphalt Concrete Pavement (3 in) 100% 1,673 SY $ 6.80 $ 11,376.40
59 Sswcut Existing Asphalt ($1.50rn af depth/lfl (<1000 If =$5/If) LF $ 3.00 $ -
60 Curb, Type A LF $ 9.00 $ -
61 Curb and Gutter, Type B 100% 2,748 LF $ 10.00 $ 27,480.00
62 Curb and Gutter, Type C LF $ 2.00 $ -
63 Curb and Gutter, Type R LF $ 10.00 $ -
64 Curb and Gutter, Type R(reinforced with rebar) LF $ 12.00 $ -
65 Sidewalk 100% 1,744 SY $ 23.00 $ 40,112.00
65A Driveway Appraach SY $ 20.00 $ -
66 Wheelchair Ramp 100% 4 EA $ 300.00 $ 1,200.00
67 WSDOT Type III Barricade 100% 1 EA $ 250.00 $ 250.00
68 WSDOT H-1 Flexible Guide Posts EA $ 25.00 $ -
69 WSDOT H-3 Pipe Bollards EA $ 250.00 $ -
70 Street Signs 100% 1 EA $ 175.00 $ 175.00
71 Striping LF $ 1.50 $ -
72 Tubular Reflective Traffic Delineators (flexdble) EA $ 30.00 $ -
73 Barre4-styie Reflective Traffic Delineators EA $ 50.00 $ -
74 BarreNstyle Reflective Traffic Delineators w/base EA $ 90.00 $ -
75 Temporary Traffic Control LS $ 1,000.00 $ -
76 Monuments (1 approx. ev2ry 300 ft) 100% 5 EA $ 200.00 $ 1,000.00
72 Cross-gutters, Type 1 SY $ 30.00 $ -
73 Cross-gutters, Type 2 SY $ 25.00 $ -
Roadway Items Sub-Total $ 172,111.40
Erosion Control Items
74 Silt Fence 100% 455 LF $ 4.00 $ 1,820.00
75 Str'dW 681eS 100% 40 EA $ 7.00 $ 280.00
76 Permanent Seeding and Planting SF $ 0.03 $ -
77 Inlet Protection 100% 10 EA $ 10.00 $ 100.00
78 Rock Construction Entry 100% 150 SY $ 16.00 $ 2,400.00
79 Erosion Control Blanket SY $ 3.00 $ -
Erosion Control Items Sub-Total $ 4,600.00
SUBTOTAL ofALL ITEMS $ 213,685.40
3°k inflation from year 2002 to 2004 $ 13,013.44
Sub-Total iRCluding inflation $ 226,698.84
CONSTRUCTION TOTAL (includes multiplier of 1.10) $ 249,400.00
Inspection
80 Inspection of Drainage Facilities 100% 1 LS $ 1,000.00 $ 1,000.00
81 Inspection of Roads 100% 14 STA $ 500.00 $ 7,000.00
Inspection Items Sub-Total $ 8,000.00
SUBTOTAL ofALL ITEMS $ 8,000.00
3% inflation from year 2002 to 2004 $ 487.20
Sub-Total including inflatron $ 8,487.20
INSPECTION TOTAL (includes multiplier of 1.10) $ 9,300.00
GRAND TOTAL (includes multiplier of 1.10) $ 258,700.00
BOND ESTIMATE
Project Name: Summeffield 6th Additon d7YaProject Number: PE 1206-78F Date: February 22, 2005 3POKane
Prepared by: Valley
~
j~~~
41;00
)
Item Description Unit Unit Price Total
Summeffield 6th Addition
Drainage Items
1 Drywell, Type A(incl. backfill, filter fabric, frame & grate) 2 1.00 $ 2,100.00 $ 4,200.00
2 Drywell, Type B(incl. backfill, fifter fabric, frame 8 grate) 2 1.00 $ 2,700.00 $ 5,400.00
3 Concrete Inlet, Type 1 4 EA $ 600.00 $ 2,400.00
4 Concrete Inlet, Type 2 EA $ 600.00 $ -
5 WSDOT Inlet and Grate EA $ 1,300.00 $ -
6 Catchbasin, Type 1 EA $ 750.00 $ -
7 Curb Inlet, Type 1 S EA $ 75.00 $ 600.00
8 Curb Inlet, Type 2 EA $ 600.00 $ -
9 Metal Frame and Grate EA $ 300.00 $ -
10 Pipe, 4-inch PVC, perforated LF $ 12.00 $ -
11 Pipe, 4-inch PVC LF $ 12.00 $ -
12 Pipe, 12-inch PVC LF $ 18.00 $ -
13 Pipe, 6-inch CMP LF $ 15.00 $ -
14 Pipe, 8-inch CMP LF $ 16.00 $ -
15 Pipe, 10-inch CMP LF $ 18.00 $ -
16 Pipe, 12-inch CMP LF $ 20.00 $ -
17 Pipe, 15-inch CMP LF $ 25.00 $ -
18 Pipe, 18-inch CMP LF $ 28.00 $ -
19 Pipe, 24-inch CMP LF $ 38.00 $ -
20 Pipe, 10-inch CPEP or HDPE LF $ 18.00 $ -
21 Pipe, 12-inch CPEP or_HDPE • 206 LF $ 21.00 $ 4,326.00
22 Pipe, 18-inch CPEP or HDPE LF $ 25.00 $ -
22 Pipe, 24inch CPEP or HDPE LF $ 40.00 $ -
23 Pipe, 30-inch CPEP or HDPE LF $ 45.00 $ -
23 Pipe, 12-inch Ductile Iron (Sewer Gravity) LF $ 28.00 $ -
24 Manhole, Precast Type III - 48 EA $ 1,700.00 $ -
25 Manhole, Precast Type III - 54 EA $ 2,100.00 $ -
26 Solid Manhole Lid EA $ 325.00 $ -
27 Concrete Inlet Pad EA $ 200.00 $ -
28 Concrete Slotted Cover w/ Ring EA $ -
29 Pond Outlet Structure LS $ -
30 Pond Access Road + Temp Cul-de-sac CY $ 17.00 $ -
31 6-ft. Chain Link Fence LF $ 15.00 $ -
32 12-ft wide Locking Gate EA $ 500.00 $ -
33 Pond Excavation Incl. Haul CY $ 8.00 $ -
34 Ditch 6ccavation Incl. Haul 1,031 CY $ 8.00 $ 8,248.00
35 Sod SF $ 0.80 $ -
36 Seed, Fertilize and Mufch 30,000 SF $ 0.05 $ 1,500.00
37 Irrigation System (public drainage facilities)
38 Bentonite Clay Evaporative Pond Liner CY $ 12.00 $ -
39 Membrane Liner SF $ 0.75 $ -
40 Topsoil 350 CY $ 18.00 $ 6,300.00
41 Washed Drainrock CY $ 31.00 $ -
42 Clearing and Grubbing (under one acre) AC $ 3,000.00 $ -
43 Clearing and Grubbing (1-5 acres) 2 AC $ 2,000.00 $ 4,000.00
44 Clearing and Grubbing (over 5 acres) AC $ 1,500.00 $ -
45 Non-Woven Geotextile Fabric (embankment drains) SY $ 4.00 $ -
46 Filter Fabric (under riprap in ditches/outfall pads) SY $ 3.00 $ -
47 Riprap for Ditch (3 inch minus) CY $ 20.00 $ -
48 Riprap for Dftch (6 inch minus) CY $ 25.00 $ -
49 Riprap for Ditch (12 inch minus) CY $ 32.00 $ - '
50 Riprap Outfall Pad (hand placed) CY $ 50.00 $ -
50.A Energy Dissipator (DOT) L.S. $ - $ -
Drainage /tems Sub-Tota! $ 36,974.00
Roaciway Items
51 Rough Grade (sub-grade preparation) CY $ 10.00 $ -
51A. Mobilization 1 LS $ 1,000.00 $ 1,000.00
51A. Excavation 3,700 CY $ 5.00 $ 29,600.00
52 AMOCO 2002 Filter Fabric (or equivalent) SY $ 3.00 $ -
53 Pit Run Ballast Material CY $ 12.00 $
-
54 Base Course CY $ 24.00 $ -
55 Top Course 892 CY $ 24.00 $ 21,408.00
56 Asphalt Concrete PavBment TN $ 45.00 $ -
57 Asphalt Concrete Pavement (2 in) 7,320 SY $ 4.25 $ 31,110.00
58 Asphalt Concrete Pavement (3 in) 1,673 SY $ 6.80 $ 11,376.40
59 Sawcut Existing Asphaft ($1.501n of depth/lo (<1000 If =$511f) LF $ 3.00 $ -
60 Curb, Type A LF $ 9.00 $ -
61 Curb and Gutter, Type B 2,748 LF $ 10.00 $ 27,480.00
62 Curb and Gutter, Type C LF $ 2.00 $ -
63 Curb and Gutter, Type R LF $ 10.00 $ -
• 64 Curb and Gutter, Type R(reinforced with rebar) LF $ 12.00 $ -
65 Sidewalk 1,744 SY $ 23.00 $ 40,112.00
65A Driveway Approach SY $ 20.00 $ -
66 Wheelchair Ramp 4 EA $ 300.00 $ 1,200.00
67 WSDOT Type III Barricade 1 EA $ 250.00 $ 250.00
68 WSDOT H-1 Flexible Guide Posts EA $ 25.00 $ -
69 WSDOT H-3 Pipe Bollards EA $ 250.00 $ -
70 Street Signs 1 EA $ 175.00 $ 175.00
71 Striping LF $ 1.50 $ -
72 Tubular Reflective Traffic Delineators (flexible) EA $ 30.00 $ -
73 Barrel-style Reflective Traffic Delineators EA $ 50.00 $ -
74 BaITel-style Reflective Traffic Delineators w/base EA $ 90.00 $ -
75 Temporary Traffic Control LS $ 1,000.00 $ -
76 Monuments (1 approx. every 300 ft) 5 EA $ 200.00 $ 1,000.00
72 Cross-gutters, Type 1 SY $ 30.00 $ -
73 Cross-gutters, Type 2 SY $ 25.00 $ -
Roadway Items Sub-Total $ 164,711.40
Erosion Control Items '
74 Sift Fence 455 LF $ 4.00 $ 1,820.00
75 Straw Bales 40 EA $ 7.00 $ 280.00
76 Permanent Seeding and Planting SF $ 0.03 $ -
77 Inlet Protection 10 EA $ 50.00 $ 500.00
78 Rock Construction Entry 150 SY $ 16.00 $ 2,400.00
79 Erosion Control Blanket SY $ 3.00 $ -
Erosion Control ltems Sub-Total $ 5,000.00
SUBTOTAL of ALL ITEMS $ 206,685.40
3% inflation from year 2002 to 2004 $ 12,587.14
Sub-Total including inflatron $ 219,272.54
CONSTRUCTION TOTAL (includes multiplier of 1.10) $ 241,200.00
Inspection
80 Inspection of Drainage Facil'rties 1 LS $ 1,000.00 $ 1,000.00
♦ ~
81 Inspection of Roads 14 STA $ 500.00 $ 7,000.00
Inspection ltems Sub-Tota! $ 8,000.00
SUBTOTAL ofALL ITEMS $ 8,000.00
3% inflation from year 2002 to 2004 $ 487.20
Sub-Total including inftatron $ 8,487.20
INSPECTION TOTAL (includes multiplier of 1.10) $ 9,300.00
GRAND TOTAL (includes multiplier of 1.10) $ 250,500.00
~
'
r
Sample Pfat Language
J The Public streets and/or draina9e facilities shown on this Plat are herebY dedicated to the CitY of ~
.
Spokane Valfey for public use. - , The subdivider/sponsor will construct the public and private streets and all associated drainage
facilities in conformance with the approved plans on file in the City Engineer's Office.
The Border Easement as shown hereon is here by granted to the City of Spokane Valley and its
authorized agents, and to the public for road purposes, including but not limited to curbs, sidewalks,
drainage, signage, and other usage deemed necessary by the City of Spokane Valley Engineer for
the safety and welfare of the public. No fence or portion thereof will be construcfe-ff-within said
easement without permission of the City of Spokane Valley Engineer, nor will any objects be placed
in said easement that would obstFUct the sight distance necessary for safe and efficient vehicular
movements. Any other easements granted or dedicated within the Border Easement area will be
subordinate to the rights created by this easement and are subject to the City of Spokane Valley's
permft process prior to usage. • .
T,~`he private roads and/or common areas shown on this plat are hereby dedicated to the
(Home Owner's Association)
crea d by document recorded under State UBI number .
(dafe)
The priva roads and/or common areas cannot be sold or transferred, and shall be considered
subservien states for the tax purposes to the other lots created herein.
The status of t e areas designated as, subservient estates for tax purposes cannot be changed
without filing a re lat.
The private roads, s shown hereon, are easements which provide a means of ingress and
egress for those lots 'thin the Plat having frontage thereon.
Drainage easements, a platted and shown hereon, which are for the purpose of installing,
operating, and maintainin drainage swales and drainage facilities to dispose of runoff, are
hereby granted to the or successors in interest.
(Home Owner's Association)
The City of Spokane Valley is he by granted the right of ingress and egress to all private roads
and common areas.
Drainage easements as platted and sh wn hereon, which are for the purpose of conveying and
storing stormwater runoff, and for inst ing, operating and maintaining drainage ponds and
drainage facilities which dispose of and tre stormwater runoff, are hereby granted to the City of
the Spokane Valley. The drainage easements re (ocated on Lots f Block-~b►
The City of Spokane Valley and its authorized a ts are hereby granted the right to ingress and
egress to, over and from all drainage easements the purposes of inspection and emergency
. maintenance of drainage swales, ponds, ditches, c verts and other drainage facilities, if not
properly maintained by the lot owners. The City Spokane Valley does not accept the
responsibility to inspect or maintain drainage facilities locat outside of public rights-of-way, except
in cases where the City of Spokane Valley specifically a sumes that responsibility in writing.
Neither does the City of Spokane Valley accept any liability for ny failure by the property owners to
properly maintain such areas.
~
t r
A is served by a private road when: a. the only road frontage for the lot in the Development is
on th rivate road, or; b. a lot having frontage on more than one road (pubiic or private)
constru an approach to the private road.
The Home Owner's
Association or !helir successors in interest shall maintain the private roads and associated drainage facilities in onformance with the approved plans on file in the City Engineers Office.
The owner(s) of any lot cr ted by the Development or altemation thereof and served by a private
road shall be responsible fo aintenance of said private road, including associated drainage
facilities.
Maintenance fnancing of the private oads and associated drainage facilities shall be in a manner
determined by the
Home Owners Association or their su cessors in interest. .
Should the . Home Owners Association be terminated fo ny reason, the successors in interest shall be the
individual lot owners, or their successors in inter t, who are members of the
Home
Owners Association at the time of said termination.
Owners of lots within the Development who are served such road, may sue and recover
damages and attorneys' fees from any owner of any lot wi in the Development which is similarly
served who refuses to participate in the road and drainage ilities, construction, financing, and
maintenance.
WARNING: Spokane Valley has no responsibility to build, impro or maintain or otherwise
service the private roads, and associated drainage facilities confain d within or providing service
to the property described in this Developmenf. By accepting fhe Deve ment or subsequent/y by
allowing a building permit to be issued for property on a private road, S kane Valley assumes
no obligation for said private road and the owners hereby acknowledge th the City has no
obligation of any kind of nature whatsoever to establish, examine, survey, c struct, alter, repair,
improve, maintain, provide drainage or snow removal on a private road, or its' sociated
drainage facilities.
This covenant and agreement shall run with the land and shall be binding upon the ow r, their
heirs, successors or assigns, including the obligation to participate in the maintenance of
private road and drainage facilities as provided herein.
The property owners within this plat are responsible for keeping open and maintaining the surface
path of natural or man-made drainage flow over and across their respective properties. • If the
property owners fail to maintain the surface path of natural or man-made drainage flow, or drainage
facilities on private properties, a notice of such failure may be given to the property owners. If not
corrected within the period indicated on said notice, the City of Spokane Valley has the right to
correct the maintenance failure, or have it corrected, at the expense of the property owners. No
structures, including fences, shall be constructed directly over or within a natural drainage channel
or drainage ditch without the expressed written consent of the City Engineer.
The City of Spokane Valley does not accept the responsibility of maintaining the drainage course on
private lots nor the responsibility for any damage whatsoever, including, but not limited to, inverse
condemnation to any properties due to deficient construction and/or maintenance of drainage
courses in drainage easements on private property.
.
~
y
Properties may be located uphill and adjacent to this subdivision that periodically discharge
stormwater runoff onto individual lots within this plat. Stormwater runoff from nearby uphill
properties should be expected, and during snow melt periods or wet seasons the lots may be
subjected to higher amounts of stormwater runoff than what is normally observed or anticipated.
Because stormwater runoff from adjacent properties has discharged onto this plat prior to
development, stormwater runoff will fikely continue to do so after development.
Any building that is constructed on a lot in this plat shall be set at such an elevation so as to provide
positive drainage away from any drainage entry point to the building (including but not limited to a
window well, a window unprotected by a window well, or a doorway). The lots shall be graded so
that either a) all runoff is routed away from the building and conveyed over the lot to a natural
drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on
the Iot in an approved drainage facility. All drainage facilities for this plat, including any swales,
shall be constructed in accordance with the approved plans on file at the City Engineer's Office.
Any proposed changes to the approved road and drainage plans must be approved by the City
Engineer's Office prior to construction of said changes.
The owner(s) or successor(s) in interest agree to join in any City-approved stormwater
management program and to pay such rates and charges as may be fixed through public hearings
for service or benefit obtained by the planning, design, constructing, maintaining, or operation of
stormwater control facilities.
The lot owners within this plat shall maintain all natural drainage channels, drainage ditches, and all
water quality treatment swales situated on their respective properties, and any portion of swale
situated in a public right-of-way adjacent to their respective properties. Maintenance of drainage
facilities includes, but is not limited to, keeping open and cleaning storm pipes, ditches, drainage
ponds, swales, etc., replacement of drainage facilities as needed, and maintaining live native-type
dryland grasses or lawn turf in the swales. The lot owners are responsible for removing, disposing,
and replacing the soil and grass sod located in drainage facilities situated within private lots at
such time the City Engineer deems necessary. Maintenance of the lawn turf within the swales shall
also include, but is not limited to mowing, irrigating, and keeping the area free of debris. The lot
owners shall be responsible for payment of all claims and other liabilities which may become due
for said maintenance responsibilities. The City of Spokane Valley does not accept the
responsibility to inspect and/or maintain the drainage easements, nor does the City of Spokane
Valley accept any liability for any failure by the lot owners to properly maintain such areas. If the lot
owners fail to maintain the drainage facilities in conformance with the accepted drainage plan on file
at the City Engineers Office, a notice of such failure may be given to the lot owners by the City
Engineer. If not corrected within the period indicated on said notice, the City has the right to correct
the maintenance failure, or have it corrected, at the expense of the lot owners.
The City of Spokane Valley is responsible for maintaining the stormwater facilities located within the
public ROW as shown in the final plat documents. Maintenance shall include cleaning the
structures, pipes, and drywells.
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E . . : rcu Aerv+rimunvaGrri.aaalWAILOIrA4RWM o . _....am iM . , ~ ~Summv°~Mg.B.ld East SubdIlvision
~ Fitth Additiori
- PE 1206 F ~
' (5pokane Courify Pro)e.:t Numbe,)
, R
- SPOiCANE, WqSHINGTON .
~ (SE 1/2 Section 35, T 28N, R434 WM)
;
~ CERT~~~CATION AND CONSTRUCTION iNSPECTION REPORTS ~
for ~
,
~ Roads & Drainage irnprovemenfs
~
Y ~
L
; hovembe7 24, ?.3o>
, .
~
: prepared by
~
V$KH, INC. `
1220 N. Howard Stre,at
Spokane, Washingfion 99201
(509) 328-5139 Ptinne
p (509) 328-0423 Fax ~
USKH - ~
Engineering Land Surveying Envit•onmeata! Mateczalc 't'esting .
~
_ . ,~+..~en , . • ~ ,
~
L
UNWIN SCHEBEN KORYNTA HUETTL, INC. ARCHITECTURE • ENGINEERING • LAND SURVEYING • PLANNING
USKH LETTER OF TRANSMITTAL
oaTE: Novemaer 25, 2003 Joe No.: 788000
ro: City of Spokane Valley ATrENrioN: John Homan, P.E./Sandra Raskell
Engineering Department
11707 E. Sprague Ave. PROJECT: Summerfield East 5th Addition
Suite 106
Spokane Valley, WA 99206 su~ECT: Driveways
(509) 921-1000 ~ Hand Deiiver
1313y U.S. AAail
[30vernight Courier
r] Rckup
Received
By:
WE ARE SENDING YOU: X Attached Under separate cover via the following items.
COPIES DATE NO. DESCRIPTION
1 11/24/03 1 Certification Report (with Draft As-builts) for your review
THESE ARE TRANSMITTEO as checked below:
[3For your approval ~ Approved as submitted 13Resubmit Copies for approva)
a For your use ~ Approved as noted [3 Submit Copies for disVibution
OAs requested ~ Retumed for correction [3Retum Corrected prints
13 For review and comment 13
[3For bids due ~ Prints retumed after loan to USKH
REMARKS:
If you have any questions, please feel free to contact me at 328-5139.
If enclosures are not as noted, kindly notify us at once.
Copy To: Randy Stronks - Valley/Spokane County Inspector, File Signed: Lisa L. Frey, Civil Engineering, E.I.T.
❑ 2515 A Street • Anchorage, Alaska 89503 • Phone (907) 2764245 • Fax (907) 2584653
O 544 4th Avenue Suite 102 • Fairbanks, Alaska 99701 • Phone (907) 452-2128 • Fax (907) 452-4225
0 3031 Clinton Drive Suite 200 • Juneau, Alaska 99801 • Phone (907) 790-2901 • Fax (907) 790-3901
a 290 North Willow Street • Wasilla, Alaska 99654 • Phone (907) 376-7815 • Fax (907) 378-7819
• 1220 North Howard • Spokane, Washington 99201 • Phone (509) 328-5139 • Fax (509) 328-0423
❑ 101 Thain Road • Lewiston, Idaho 83501 • Phone (208) 746-2661 • Fax (208) 746-6825
0 1920 Main Street Suite 14 • Femdale, Washington 98248 • Phone (360) 312-1815 • Fax (360) 312-0124
~
~
Summerfieid East Subdivision
Fifth Addition
~
~ PE 1206 F
(Spokane Counfy Pro)ett Number)
~ SPOKANE, WASHINGTON
(SE 1/2 Section 35, T 26N, R434 WM)
~
CERTIFICATI4N AND CONSTRUCTION INSPECTION REPORTS
for
~ Roads & Drainage Improvements
~
~
L
November 24, 2003
~
~
~
~ prepared by
~
USKH, INC.
1220 N. Howard Sheet
~ Spokane, Washington 99201
(509) 328-5139 Phone
~ (509) 328-0423 Fax
~
~
UBKH ~
~
Engineering Land Surveying Environmental Materials Testing
~
~
y
~
PROJECT CERTIFICATION
SUMMERFIELD EAST SUBDIVISION
~ FIFTH ADDITION
~ SPOKANE, WASHINGTON
~
ROAD & DRAINAGE IMPROVEMENTS
TABLE OF CONTENTS
~
- Section I Certificate by Engineer
Section (I Inspection Reports
Section III Compaction & Field Tests
~ Section IV Material Lab Tests
Section V As-Built Construction Plans
~
. .
~
~
~
~
~
v~
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~
~
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rs-
--c
~t
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~ CERTlFICATE BY ENGtNEER
~
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~ ~ •
f CERTIFICATIQN BY ENGINEER
~
--J SUMMERFIELD EAST SUBDIVISION
f-- FIFTH ADDITION
SPOKANE, WASHINGTON
~
I hereby cerfify that the DAILY FIELD REPORTS ("REPORTS") were prepared by me or under my
direct supervision and that I am a duly registered Engineer under the laws of the State of
Washington.
- These REPORTS represent the construction worlc observed as near as can be determined. They
were prepared from information gathered during the construction activity by the controctors
~
and inspectors and are thought to be accurate. However, no guarantee or warranty is
` expressed or implied as the their exactness and they should*be used only as a general
representation of the constructed work.
I have reviewed the construction and to my knowledge find it to be in substantial conformance
~
with the approved certified plans and Standard Specifications except as noted.
1 y ~
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294rts~~~
. Al. ~ \ . - -
- ~rey N. logan, P.E.
.
ac~MES 61221o,y j
Professional Engineer's Stamp Date
Lic. No. Washington 29403
. USKH
~ 1220 N. Howard
Spokane, WA 99201
PH: (509) 328-5139
FX: (509) 328-0423
~
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PE 1206 F i November, 2003
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INSPECTION REPORTS
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~ UNWiN SCNEBEN KORYNTA HUETTL, INC. ARCHITECTURF . ENGINEERING • UAND SURVEYING o PLANNIPlG
, . • '
~FIELD REPOR DATE 10/13/03 JOB NO. 788000 :
Monday - ^ PROJECT SUMMERFIELD 5"" ADDITION
J LOCATION Queen & Calvin @ Sullivan & Wellesiey
CONTRACTOR Eiler Construction, Inc. • w TO Lisa Frey & Jeff Logan WEATHER TEMP ° AT AM
Cool Cloudy, Partly sunny
1220 North Howard 65+ ° AT PM
Spokane, Washington 99201 AT SITE Jim Winkler 4/men ,
Grading Crew
~ 1-4/m Mr. Jim Wrinkier 1-PU
- 1-oper 1-303 Cat sm rubber-tire track-hoe excavating swales. 1-laborer 1-service truclc ' - Testing Crew
~ 4-Personnel Testing Crew 1-compressor
2-Service trucks
_8:30 am Called by Jim Winkler for a test a 11:00 am. 2.5 hour notice on testing
~ 11:00pm leave existing project. Postponed to 11:30 am arrived at 11:45 am
- 11:52 am Obser-ved a pressure test from MH#5 to MH #6 at 4.25 psi for approximately 12 minutes. No apparent pressure
- drop. Test Passes. See report form.
- 12:14 am Observed a vacuum pressure drop on Manhole #6(4' diameter by 8.3 -foot deep 1VIH). Actuai test observed a 10"
of Hg to 9" of Hg(1 "of Hg) in 20 second period. The standards provided indicated that a 14 second drop of 1" of hg was
^ permissible during that time period. Since this test took longer than the 14 seconds to observe the 1" drop, the manhole .
_ appears to be more secure than the test requirements. Approved the test subject to verification of the standards provided
by the contractor were indeed correct according to the drawings and WSDOT and County Sewer specification
^ requirements. Subsequently, confirmed the table was correct for timing. Confirmed apparent passing test. See report.
~ 1:10 pm Eller crew attempting flow rubber ball through 10" pipe. Not proceeding well. Replace ball with ofd one. It
, proceeded faster. Using water to fill manhole to generate hydraulic pressure.
` . 1:28 pm 10" pipe washed and 9.08 mandril pulled through line. Ciearances Confirmed.
~ 1:40 pm Iv site and retum to previous project 2:45pm arrive.(time 3.5 hours)
f
~ s'G"E° hhartung PAGE 1
CAPIES TO
. OF 1
.
l ■ 2515 A Street e Anchorage, AI'asica 99503 p 3031 Clinton Dr., Ste. 200 • Juneau, Alaska 99801
~ Phone (907) 276-4245 9 Fax (907) 258-4653 Phone (907) 790-2901 • Fax (907) 790-3901
,
_ O 1830 Second Avenue o Fairbanks, Alaska 99701 p 290 N. Wiliow St o Wasilla, Alaska 99654
! Phone (907) 452-2128 • Fax (907) 452-4225 Phone (907) 376-7815 • Fax (907) 376-7819
~
1:1788000-Summerfield Construction ServiceslReportsl10.13.03Monday.wpd Updated: 11/19197
-
. . , .
PRESSUI2E TES'I' FORM
V ~ ~ ~ ° ►
Pr0jeCt -
~ JoU No. Lgo ~ . _ .
~ Test Numbez:
~
~ DateofTest: ~C)JIO~
- Location or Line Designation: ~ .
Type of Test Hydrostati.c Watex Test ~Aix Pxessu.re Test
^ System: Wate.r_ Sewer Othex
~ Pipe Foota.ge: O • ~ ~ Pipe Size: Lin.e Ident7fication
ox Class of Pipe
Vh;.
~
^ Sta.tion
d-F-00 To Station
.
~ Design. Test Pressiire:
- Start Time: ~ ~ ~ i~ Ln.itial Pressure:
~ Stop Time . -z 1%-4 Final Y'ressure:
. ~ .
Water Loss: ~Peu.nitted by Deszgn ~ctual ~r Loss ~ .
~ Test Results: Pass ail. ~ e. ~ ~
4 • - ~
~ ~ - ~ 1 Cv
_ Comm.ents: Uk v i C'
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to
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I_\725700 - Silvez~vood WarerPari~\Reports\PressureT°.s ]ankForm.~vgd ~
, -
~
~
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~ PRESSURE 'I`EST FORM
~ Project
~ .
.
J job No.
~ ~ . .
Test Num.ber:
_ Date of Test: 1 O /13~ b 71
- Loca-tion or Line Designation: . i4p _
Type of Test Hydrostatic Watex Test Pxesswre Test ,
~ System: Watex 6--~ewex Othex
Pxpe Footage: 77-3_ Pipe Size: Line Identification
~
. or Class o£ Pipe ,
13 r
~ Sta.tion "Z'o Sfialion
Des' Test Pressure: A -
~ ~
~
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- Start "Z'ame: Ynitial Pressure: ~ ( ZJ
s
~ Stop Tune ~ ~ ~ Z t~~ '-%A ~ Fina1 Pressure:
~
~ Water Loss: Perinitrted.by Desib•n ~~Actual. Water Loss
Test Results: Pass Fai.].
,
.
jlk, C omments:
, . .
~
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-
II
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~ 1 i~.-Z i~' ..~,Ryi• ~i~!T~i~-; ICf„i~s ~~~IGi~t F~,y~` i,'_.a,.~:fer ~1 ♦ y~~~~;ii~P~ft~.f~``.'.S.b'€r ~a~'~.v :_v , , ' ' ~
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- Nianhbie Test Selection antl'Acce~~nce ~~,,:r~:, _ n, ;.~:_.r• ..5..r•:. - - .Y ~ ~:...~~,:~~.~~.,ft~~;; t:-;y::.. ~
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. .:.ti'::s• r ~ ;~t;b~'`'kl .~y_ y ry~, ~ .~;~..".F~ ::r«c n g::i ~~'C3~ e~'~. ~ .~5dq~r~: ! ;:4.-~.~ a *'.d'~~C`c .i ~eyc ~ rd•;~T'?T~ ' •r
- :i; X~~j ~ `4:.~ 'i'.i!1"`-~a-a ♦eJ-E ry.:i',~':c '9'i... a...4 - •~~y~;i'.v_• _ :_~~•;.ti ta^' ' ~a•.~' .-r.s' 'a
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. • 7 ;,4• ~,,.,ri' ~ ..i..~ ~rt ~ 'e'` Y'%?'_ y'4'1'. : i~ ' .i.:: ~ " ` 1'-~i~ = ~ . S.. V '``"3 ~ -
e~~~.~v.r..:. •_i~~!!?. J-~ ' f :I'r~~~~. t~~ ~ A= .•ti, - ^ 'a:
- . <J' ',s~'~ g;~`:-a • '-'zj?c`?tr" E.,~`~°. - t'::=i,_ ti..s `;v- ~ ~~......,i-.. .r ~.r_w _.rY ~ itz4, •3' •
-F . . . .~'j; °`L'.~. ~ ~C.~k~!.:~'' ~ ' . 1 r!t.=~ • • ;z.`._•.. ;i~ : , ~C.`. ,
. -The Engirieer will seiec~ #he~manholes,' quantify~as`spec~fed in ttie bid docu'ments, •at random for testing. •
~ I ' . , : ;=a,..i ~:tj. '~t$ r'~~~:• ~i.~"+:~~~.~t °~N~ . ~ .~E :l rr _fL..._.aa ~-yr • ~~n~~~r-~'-:-. : ti , . , i
. • , r. - :Y :'1.a,j~iri~ :'1~w• •.It"i,~;'~'~.n ~~,"'F:.`~ `~7:.ti ~o-; q't.a'3iY ' •.2~j 1-ti-; e;r.-~'ti•';:~ty',.:,c .~}_~:L~.-•: 'y;^ :
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:t...r_S:b.'.• _~icd~4 rvces,'y~="sth~e :~cti~:x.{s~.- right + >t:o^Li-y.,'yw,i~~!"d'., ~i.. - d'{; }
, , .1 r}•'. ~J. . -r ..U_ t+'K •~'e: ^'~`.w. z'!: .i •.'1: ~r ` L.. ~ '~S. 'a~ o{'. i t e~.~ : :1"s 'E
lf ~ ,
. .
'any qf,~t ~xli _eP~originalfy~ selected tmanho{es~faiis ~:ti~ie ~:fEStr:the ~Engineer ~_rese' •~~szlec# ~ : • - .
_ s . .I y ~ . . - :a s, . 0. . . ~ 1 : , . _ ° LT. . , ! r~ = ~ ~ ~ t: F ~ ~ v
~t.. .
- a~ditiorial ~inanholes for ~~tesfing untii f~he"'number of con'secutive passing fi~ st attempt tests ~ reaches the~ - : `
t~•;••
. number of manholes to ~be #ested,-as specined intthe'bid docurnent ~ . : ^~,1~~' ' -~.4 L4: ' • ` • • ,..4~
' `ri K1a~.~.~.,.n,~~_F... ~.,4y: . r , i . ~ .:I:- ' ' .
r.. ' j;~ F.:tf'1!'1LZ .J• ¢~-yi{".T'T~S.~'Y-4• 7~ . . `1_ ~ v '..;'~+t. ,;~..r :fe L: - ~ ~ ? . . . ' . . , - • .
_,p ii_ t•r,~
. . i i . - . ~ , i' .-r+)'i~ 'f' ya ' ~ ~ " .1,~• • ; . y ' • ~ t • t . 'y ~ - . . . . . i~ . t ~
% T • , , y~':3ti "'.'c~; : , , .'r:. • ~ ; : .
- Manfioles faiiing the test shal! be repaired~and re=tested ,until they p~ss: : Re-tested rrianholes'will not be .
a~ .....include'd~iri ti~e totaf numbe~ to be'~iested as slecified in'th° bid documents.~ Th~ ~Coritractor1shall re air - .
, . . . . • -•-•.,A.s-„ - . . p . . . . p .
. ~-and re~,#est failing manholes':at 'no~additionai cost-.;=Any repairs done. to the failing~rnanholes, ~in'or'der fo - ;
- . . • • - - . • • :
•~'`make fhern "pass;~ sha11 be performed to ~al! rerrlaining rrianholes prior to the Fngineer selecfing a dditional
. .L• ' .c . - ' - - , „ ~ .
.
inanht~,o~./es for testing. The repairs ~shall be rrmade af rio additional cost to fhe Owner. - .
' " tL .;.'i :~~°~'~'i':: i ~t• ~ • ~'~~1cJix'~i,,ott~~: _ - . . - . . ~ I. .
IL. I 1 :7 . , r,. _ - • ~ 4~ A~I~ - t~~: ' ' 3,~~
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r~: . , - • • . ~t • ~~a:.. k?~`•w3;~N: ; ' : • . ~ : - - • . • : t= . ,
. `M1
r~ The~co . st for - test~r~g 'manholes'be yond theoriginal'number specified in~the bid•- document s ~or ~re-tesfing of . - =<°~r-;~~~I
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. ' j . . 'a : <F~ •'r. ':t.e i°' ir_.' e; i-• . ~ ~ . : . . • • ' -
} . - ~ -manhofes - shail be ~ c~nsidered ~ncidentai ~~o the cost of ••manhole t~e'sting."~, = ~.~`~s~ Y,~~~=.~ > ~'~',°-i=` ~,=~~.--r~ ~ r=~~:.~;:
' . _ • ? . I . . - . . ,.~..,,;;T'~~~I5)~
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7- ~ 5 'i' ~~~a . ~ - _ J>, ;tir~<L+=.~'c4-.• .6,4~ ~ - . . . ~ 'A s._=r' i - " ~51 . ~ ' ~
, ~1 ' ~t• ~ .•i, :a~' t' S~ . . , . : ~ : ~ - ` , . s`~ ~ ~•'~,~f~A;i:-
. Y:"^~ •~Native ~`maferial. ~in .,the^>bottom : of '~the • trench s~all , be~re-compacted with _~:a. ~srnall.,- mech . anical - r -
~
:
~ r - ~ . , e4'•: ' :}'-,I . :p - ' ~qu ~ ' ~f ~ ~:s~ g the~ ~rmanhole base: ~ ~;:Speciai ~ care =shall ~be ~takeii ~~~at the . . ~~:'''?I
=.-vibrator corn actor or e al ibefore'2t#in r.' ' ~ icy
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• ~ _ _ - . . • . . . ' ' . .:S ~.~,:"c:...~
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x, , . a , ' ry_ . . ' - • ~;=t~.7t~ ef: .•a: ' - ::j L•.i.'; i:_~ i.t i`T ~rF'1:}: f
. manhoie,' where 'over excavation occu, .to recarrmpact under th 'e~ pipe: ~ : t.., 6 r~.
f+ t~; ' ~1` ;,t':.Y,+~'~. .t; 1 . ~ • . rs . ' . . ~i'. ,s.: ~ •4• ' - `.-''r .:t ' •r:~ .i.T::~- j~ y;~.yfy.'t':=i,
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c' _ 7~~ . . • n . ''F I ' ' . ' ' . • i i. :.i ♦ . ; • . , • , ' t
• ~
~t: . . , :Channels ~ - . ~ ~ _ . . . , _ ' _ - :Y :,?ir-~
~ ~ _ . . - . , , . .h . _ - , _ , • _ ~ ~;f:;J•~C,;~ i
..r _ i. ..a , ~i~. - " Ig:' . . . " . ~ . :e -::ii. ~t• ' ..'e ' ' ' _
, . . » ' . . 7, . . ' . ' rti:: s~2.~1. .t: :r.,:~~.•t: ~.Z"...•`.'2_ -.t`..~.'~,. , " = s . '-a r-'"~ait`i~'L ~.'C.ai~ ~
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i;r _ .i_ - _.I'_. ~ • , . . - : • ~ r~:: ' -s;s~:i•.;...i: I°, ~_1 ? . . ,,,.f..~.
. Channels shail be constructed to a unifiorm section and .grade as sfi~olnm on the plans. ~'Channe! seciions '"~"''~~4
. . . . .
~
' t ~ • I~~~nN Y~ -/~J~
- : ~ '-shall not ~ be ~smafler ~than .the connecting pipes. . All channels < `wiih .deviat~ons not .acc. . eptab.. le to th . e ~ _ ^ '
. . V 4• " ~t . ~•••_v~;j1 . C ~ ~sC.~.~ ~ `I'
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~ ~ ~ ~ ~ ~ . Engineer sha!! ~be removed Gnd reconstruc~ed at rio addiU ~}~onal co~t to Spokane ~Count}I. °Channe I ! ~surface - ~~Y tx
_ - . 4...w rG~~i~: y
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, . + ~ ° ~ : , . I . ~ . r, v'~
- hal! ~have a smQOth. trowe( finish. . - : . - - . ~ . . . : : _ . ~:x~. . . . _ _ ~E r~' .
~ ~li ~Y3; l I . i ; . . ' • • ' I 1i~<iI'~ 4v~?•~~
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i"""`s~T%1 ' . ~ ~Concrete~DrainaQe Inlets~and CatcE~ Basins ~ . . . . . . . . . -y„3 ~Z~i~ra~7~• •~•:YyI ~~•L~e~~'=.~~~:F.~_-l'•Y~~.T=
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The ~Con~rac - tor 'st~ail .in . ovE a~ id r _ einstail conc . re#e draind9e* iniets ~a .nd- catc~i'~b . Gs . in s;° in.-c ,j luding.frarries ;;s ~ w~~;~,;
~ ti•'' - ' ~ . • . ~ - . • • . - . . • - . ~j, ~.t~.y,;.!" . ~.1-.I.;. ~•v{ _ e:-'•yM1~II.'yr 7~.r
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• • .~=:.z;: ::an. d',.
;the~(,j~y .;~+iell ~wittiin _the:_q ~•;~~~.r~~~~:
grates,.`,and cotinectirg pipe 'beiwEen .the inleis or catch basiris;V,an • ~.r-~ ~ ~y~" ~
~ T:: !SYav.~ g.I:
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~ Excavat ion ~liri~i~s.• li th . ~ e . ~ ~ ~ - - e:Engine~r { rt~~`r~ .
- :;~-A''_ . Exis~ng fr~m and cover or ~grat~ ~re ~de~med ~not .rausa~le * by I
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- UNWIN SCNEBEN KORYN7A HUETTL, INC. . ARCHITECTU°~ o EiVGINEERING a LAND SURVEYING a PLANNING
~ ~ ~ L LE) ~ ~ ~ DATE 10/10/03 J OB NO. 788000
J Friday ~
~ PROJECT SUMMERFIELD 5T" ADDITION
-
_ LOCATION Queen & Calvin @ Sullivan & Wellesley '
~ CONTRACTOR Eller Construction, Inc. ~
. .
TO Lisa Frey & Jeff Logan WEATHER TEMP ' ° AT AM
Cool Cloudy, Partly sunny :
1220 North Howard 65+ ° AT PM ~
` Spokane, Washington 99201 AT SITE Jirn Winkler 4/men
Manpower Equipment
1-4/m Mr. Jim Wrinkler 2-PU
~ 1-oper 1-Cat 303 sm rubber-#rack hoe
2-laborer 1-service truck
• 1-Trench Shield
~ 1-compressor
8:14 am on-site
Apparent that the top of stockpiled backfill material was compacted with small backhoe sheep's foot roller. Crew then
compacted top with jumping jack.
~
4/m indicated that going to saw-cut patch square and at least one foot beyond excavation edge to prevent potential shear
plane in asphalt. Part of pavement undermined with location of big rock that fell info trench during excavation.
Took a compaction test on the top of apparent stockpile material from last excavation.
9:30 am left site.
~ 1:00 pm left previous project
~ 2:00 pm on-site Summefield
Apparent 3/4" crush material installed and rolled with sheep's ioot on small backhoe. Contractor placed jumping jack on
~ surface. Took two tests. Contractor moved metal buclcet within 10 feet of nuclear densometer. so re-took test to make
sure no impact on test. Both tests passed. See materials report.
~ Contractor had expanded saw cuts on MH-#6 around excavaUon providing at least the one foot expansion beyond
~ excavation as planned and beyond the undermining previously described. (Size of saw cut 9.6' x 12.8') Observed sawcuts
around MH #6 for centering and around two raised gate valves at intersection of Calvin and Queens.
' Crew working most of the day on grading swaies and making sure maximum 2" reveal on sidewalks and 4"+ on curbs.
~
i sIcrvEo hhartung PAGE 1 .
COPIES TO
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~ ■ 2515 A SVeet • Anchorage, Alaska 99503 0 3031 Clinton Dr., Ste. 200 o Juneau, Alaska 99801
I Phone {907} 276-4245 • Fax (907) 258-4653 Phone (907) 790-2901 • Fax (907) 790-3901
❑ 1830 Second Avenue • Fairbanks, Alaska 99701 p 290 N. Wiflow St. oWasilla, Alasica 99654
~ Phone (907) 452-2128 s Fax (907) 452-4225 Phone (907) 376-7815. • Fax (907) 376-7819
1 J I:\788000-Summerfield CansWction Services\Reports110.10.03Fnday.wpd Upaated: 11/19l97
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- ~ ARCHITECTURE a ENGINEERING ~ LAND SURVEYING - PLANNING-
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;N.O.# Date 8y Checked By ,
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0~`,4 ~~y 9`~ A
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\iff DfTAII 3/9' ERPANSION PATtERN ~ O fDEYIAIK PAY ITEM
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JOINT (lYP)
m ry DETECiABtE WARNIkC PATtERN AAfA
SiOEwnLK PAY ITEM c SHALL BE YEILOW, lN COMPLIANCE
S,OEWAIK PAY ITEM L.S,D'J_ \-SIDEYlALK PAY ITEIb a~soa N .",7TH STp, SPEC B-14.3(3)
RA~IP CURB RAUP A,
CURB RAA1A CURB PAY liEld 'SO' RAAIP
PAY iTEtA PAY iTEM ~~A~ CURB RAfAP g I 4
'CNORD I,ENGiHS AT -~'A '40' • PAY ITElA
BACK Of CURB 'GNORD LENCMS A1 ~ _ t.~'~'~,~,ii"'!, ~
BACK Oj' CURB I i~aESicr~ a," a A~, ~ a
TYPF n CURB
~ 6•_6• DESIGN "B„
I bUN ~ MAX,
50;1 SIOPE nl1 5/812 3J8" PIAN
T ~i fI.USN f . 12:1 Sl4PE !AA%~------ - 6 5/6", t 1/2- C ' .
. . . , . ~ ' - • - - - „ _ Y ~ U N G 7J16, l 3/4n 1 ~ Y -
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SECTION A-A LP,NDI ~TYP~ SECTION B-g
ElEVA110N
sncK QF - TRUNCATEQ DOMES
C wALK DEIEC7A9Lf 4JARNINC PATTERN DETAfL
b'-0" (SEE 1407E 2)
1 TY?E A CURB
BEHINI RAMP GENERAL IVOTES
L DRAII+AGE fNLETS SHAtI BE OUT5IDE THE CURB RAMP.
+ 2, DETEC1aBlE wARNINC PATiERNS MAY BE CREA1Ep BY aNr
I (TYP) ~,ETN40 1HAi 11111 ACNIEVE THf TRUNCATED OOµE
O11~E1JSIbNS NJD SPACINC'SH04IN.
CURB FACE 12:1 SIOPE MAX, L12.1 SlOAE MAX 3. CURB RhfdP OESIGN A OR B SHALL 8E SPECIFlEO IH iN:
SECTION B--B CONTRACT PLANS OR SPECIAL PROVISIONS
9ACI( UF 4. CURB RAIAPS SHALL BE lSOIATFD BY
FXPANSIDN JOINT MAiERIAI ON ALl SIDES,
-MID.I,K 4.i p,. EXCEPf AT THE SIOE ADJACFNT TO 1W£ ROAOWAY.
iM- 5'-0'I I `i -05, N'NERE CONSTRUCTEO ON 5TRAIGNT CURA, DESICN "A"
OIAIENSlQNS REMAIk TNE SAME AS SHOWN.
Gx (TYP) 6, TOP Of CURB ELEVATI6NS SHOWN Oi! PI.ANS ARE PROdECTEO
TOP OF CURB ELEVATIQNS THROUCH CURB RAMP AREA
. CURB FqCE ~ 10:1 SI.OPf MAX. I L 10;1 $LOf E MAX 7. TYPE "A' CURB'AT BACK OF RAlAP IS INCwENTAL
TO CURB RAMP PAY ITEM. LURB hDdACENf TU RDAU PAID PF.R L.F.
sEcYioN a-a
A S 0 S3JC ~AH IREVISEO PAY LIf~ITS ANQ C WARNINC f~ fiON ATT C~~ RN
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R~~'JAFIADDE~ K6Tk T E~~~I~STE ~a I SPOKANE COIINTY J` APPROVED STA~IDARD SNEET
q,~ UrWS,v_ iREi~4Rl E~~l~~d J UEPkkT~1ENT OF PU6LIC WORKSj coUHlY F,mNe 'frowU~ , _jP No ~VI.IDtv 1 :POKNtE, wa. 49260 (5D9) 471-3600 ~ oA TC,.~ ,~,,,z,; , CURB RAMP A-5
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F? . & 3i6' EXPANSION J
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~2,1 ~r D(TYP)
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RAldP , p
TERNRE D cn , . ,
L .5.0'
6CNOftO LEFIQiIaS At ~Q~ ~ 1 1 /2"
9ACK OF CURB. ~ PLAN ws.o. ~4~9
13,0, "CHOAD LENC11~5 AT +114" i
DESIGN ~~A~~ , ~
6 -6' ' tlACi( OF CURB,
TYPE A CURD TYPE A CUpB S_s C RAMP TEX1'URE
0 ,5, 50 1 SIOPE 0,5, 50;1 SLOPE DESIGN "B" DETAIL
; FLUSH 1 1~-^-------C _--,----T -,~!"FLUSM , 'NOMINAL DI?dEN510lJS
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SECTION A-A SECTION A-A , 12:1,SLOPE hiAX ,
(s. sw) ' (5' sw) . _ ~ . . ~ , T Flusai
BACK OF LANOiric-~ 4"
WALK ~ (rrP) '
SECTION C-C
_ 5'_0"
6'-0"
TYPE A CURB •
~AEHINO RAldF GENERAL NOTES
I. DRAINACE INLETS SHAIL BE OUTSIDE h1E "iEELCHAIR RAti4P,
' ~-6° (TYP} 2• ftAlap TEXTURIttC 1S TO BE DQNE WI1N AN EXPANpEO ti~ETAL
CRID PLACED AMD REIdOVED FROhI WfT CQNCRETE TQ LEAVE `A piAMOWD PhTTERM A5 SHOWN, THE LONG AXIS pF THE
r;i..
CURB FACE 12:1 SLOPE MAX. L12;1 SLOPE MAX. DIAldOND PATTERK SHAI.L BE I/0" UEEP AND I/4" N1DE. '
SECTION B-B 3 CONiRACI' PLANS OR SPECA L PR~01A510NSECIFlEO IN iNE
BACK OF 4. CURB RAldPS SHALL 8E POURED INiECRAi.LY W1TH SIpEPrAL
WALK APID SHAII BE lSOLATED BY EXPANSION JOINT IdATERIAI 01-
S-0" I 5- -0" I All SIDES, EXCEPT AT TIIE SIDE ADJACENT TO THE ROAOWAY,
5, 4h4EfiE C4NSIRUCTED QN STRAICNT CURB, DESIGN "A"
pIAIEMSIDNS REMAIN 1WE SAME AS SHOWN.
8. TOP Of CUftB ELEVAAOPI5 SN015?J OM PLANS ARE PROJECIED
~ T0P OF CURB EtEVA110NS iNROUGM CURB RAIAP AREA
~ CURB fACE \-10:1 SI.OPE MAX. L10;1 SLOPE MAX. 7. PAYMENT fQR TYPE "A" CURB IS INGOENTAL 10 THE ,
SECYION D-D ~ SIDEWAU( PAY ITEM
~ siaaeo~o
SPOKANE COUNTY APPROVE ~ S1'ANDARD sr~EEr
DEPARTMENT Of PUBLIC WORKS couN NpN • fJPorA~ ~ ,
Y saacuIE, WA, 99206 4sa-~ao~ CURB RAMP A - 5
~ nm o~m uw~ue
...r:u: ..a~.....,..-.;.~sc:~-2::.:.:Y3.s++•~ .,_~t,.. ....s._ ._.uinr:~. ,v:.,
, ---...._..............._......_....~._...._..~_..a:~._..._.._
~ UNWIN SCHEBEN KORYNTA HUETL, INC. ARCHI7ECTURE o ENGINEERING o LAND SURVEYING o PLANNING ICH
US. 1 ~ _ . . . i . . • -
3 F~~~~ ~EPORT DATE 8/28/03 JOB NO. 788000
'
Thursday
PROJECT SUMMERFIELD 5T" ADDITION LOCATION ~y Queen & Calvin @ Sullivan & Wellesley .
CONTRACTOR Eller Construction, lnc. .
_J .
:TO Lisa Frey & Jeff Logan WEATHER TEMP ° AT AM '
- : Hot, ciear, warm
' 1220 North Howard 85 + ° AT PM -
~
Spokane, Washington 99201 AT SITE Inland Asphalt ~
V, Inland 1- foreman 1- Paving Machine 5 - Laborers
- 4- Operators 2- Rollers(Knockdown & Compaction)
1 - Finish Roller.
Eller 3 laborers 1- loader 1-service truck
6:30 am on-site. lnland on-site making preparations..
~ Curb Tack Coat looked good. Requested they spray some missed spots. Inland Asphalt. crew re-sprayed curb alpAg with
~ MH's and water gate valves.
~ 7:00 Observed Eller 3 man crew removing asphalt at saw cut at Calvin Road. Being excavated for clean edge. Lifted
~ asphalt and broke behind saw cut. Requesfed they cut-back a patch and trim out again.
- Placed string-line between curbs and took measurements to verify centerline elevations. Spot checked depths against
_ curbs. Averages appeared consistent with 3" depth requirement. _ Took 4 compaction tests on sewer-joint repair area around Station 14 + 93 on 3/4" crush material. All 4 tests passed.
8:30 am Inland Asphalt began paving. Inland Q.C. provicled rice 155.2 #Ift3. Temperature taking of asphalt 300 degrees.
' Noted pull lengths and direction by Asphalt Machine.
~ Took compaction tests at the locations identified in Compaction Test fteports. All passed.
10:45 Strata out to take an asphalt sample for testing.
~
--11:00 am paved the last truck against the Queen Avenue edge. Finished compaction tests and finish rolling by Inland
~ completed by 1:00 prri.
' 1:30 pm returned to office.
s'G"E° hhartung PAGE 1
COPIES TO
OF 1
M 2515 A Street o Anchorage, Alaska 99503 0 3031 Clinton Dr., Ste. 200 o Juneau, AlasEca 99801
~ Phone (907) 276-4245 • Fax (907) 258-4653 Phone (907) 790-2901 o Fax (907) 790-3901
O 1830 Second Avenue o Fairbanks, Alaska 99701 O 290 N. Willaw St. a Wasilla, Alaska 99654
, Phone (907) 452-2128 a Fax (907) 452-4225 Phone (907) 376-781 5 s Fax (907) 376-7819 •
1:1788000.Summerfield Construction SenriceslRepats18.28.03ThursPaving.wpd I tnriated: 11l19/97
UNWIN SCI-iEBEN KORYNTA FiUETTL, INC. ARCJ-1iTECTI;:^.;r o ENGINEERIMG fl LAND SURVEYING 0 PL4NNING
: ' ` ,•I..:4
USICH
- FIELD REPORT DATE 8/26/03 JOB NO. 788000 :
~ PROJECT SUMMERFIELD 5T" ADDITION . ~
LOCATION Queen & Caivin @ Sullivan & Wellesley
~ o
C4NTRACTOR Eller Construction, Inc.
TO ~ Lisa Frey & Jeff Logan WEATHER TENiP ° AT AM
- Clear and warm
1220 North Howard go+ ° AT PM ~
~
Spokane, Washington 99201 AT SITE ~
- . . , •
1-Loader Clean 1-Big Sky cleaning truck and operator
J Service Truck - 2-Laborers
- 3:30 Spokane ,
_ 3:50 pm onsite.
_ Big sky just through cleaning. Ready to pull mandril through pipe.
~4:13 pm MH 1 to MH -2 through.10" line 9.08 OD ok.
Curb Inlet North side curb, kid rolled his bike tracks into concrete Sta 12 +25. Station 13 +35 North side curb cracked
curb.
Spoke with laborers about raising done on the waterline gate valves at the intersection of Calvin Road and Queens.
Excavated and raised the valves from figure 8 excavation around valves. Said the repair and patching should be a more
~ squared saw-cut for presentation. They said the patching crew would take care of that.
~ 4:28 pm pulled mandril through manhole #2 to manhole #5 and through intervening MH #4.
4:42 pm pulled mandril through MH#5 to iV1H #6.
~ Then put 8" mandril on 7.28 OD and pulled through MH #6 to MH at center of Burns and Queens.
~ 5:14 leave site
hhartung.
1
~
~i s'G"E° hhartung PAGE 1
_ COPIES TO
OF 1
~o .
2 2515 A Street • Anchorage, Alaska 99503 ❑ 3031 Clinton Dr., Ste. 200 •,luneau, Alaska 99801
-Phone (907) 276-4245 • Fax (907) 258-4653 Phone (907) 790-2901 a Fax (907) 790-3901
O 1830 Second Avenue a Fairbanks, Alaslca 99701 0 290 N. Willow Si. s Wasilla, Alaska 99654
, Phone (907) 452-2128 • Fax (907) 452-4225 Phane (907) 376-7815 • Fax (907) 376-7819
I:1788000-Summemeld Cortstruction ServiceslReaorts~826.03.wod i indato.i• ti1H9/97
UNWIN SCi1EBEN KORYNTA HUETTL, INC. ARCHI"1'ECTUF'., ,+°ENGlNEERING o LAND SURVEYING o PLANNING
~
T~
. . , , . _ . . , . . USI<H:~~~~~ ~EPOUIRT DATE 8/22/03 JOB NO_ 788000 Friday ~
1 .
' . PROJECT SUNIMERFIELD 5T" ADDITION
LOCATION Queen & Calvin @ Sullivan & Wellesiey
CONTRACTOR Eller Construction, Inc.
--TO Lisa Frey & Jeff Logan WEATHER TEMP ° AT AN1
Clear hot
_ 1220 North Howard 90+ ° AT PM
T--Spokane, Washington 99201 AT SITE ;
~ Eller Crew and Equipment 1- AI foreman 1-Grader
1 - Laborer 1-Water Tanker
1- Laborer 1-Dbl Drum Roller
- 1 - Operator 1-Scraper
1-Water Truck
~ Took 7 compaction tests on top of crush earlier in day all passed. 1 hour
~ 3:00 pm Returned for additional compaction tests on 3/4" minus material. Took 4 additional compaction tests. All
passed. See compaction test report.
~ Performed depth excavation potholes on crush material. Checlced 7 sites #hrough out project. Found two locations that
were not to grade. Contractor re-staked areas and graded to proper elevations. Average depth 6.5 inches plus. 4:30 pm left site. -
~
~
I
SIGNED
hhartung PAGE 1
~ 'COPIES TO
I OF 1
■ 2515 A Street o Anchorage, Alaska 99503 0 3031 Clinton Dr., Ste. 200 • Juneau, Alaska 99801
Phone (907) 276-4245 • Fax (907) 258-4653 Phone (907) 790-2901 o Fax (907) 790-3901
~ ❑ 1830 Second Avenue • Fairbanks, Alaska 99701 Q 290 N. Willow St_ o Wasilla, Alaska 99654
I
I Phone (907) 452-2128 ~ Fax (907) 452-4225 Phone (907) 376-781 5 • Fax (907) 376-7819
UNVJIN SCHEBEN KORYiJTA HUETTL, WC. ARCh11TECTURr,~. ENGINEERING m LAND SURVEYING o PLANNWG
~
o -
~
; USKH:FIEL~ DATE 8/21103 JOB NO. 788000 -
Thursday ,
~ PROJECT SUMMERFIELD 5T" ADDITION ~
~
~ LOCATION Queen & Calvin @ Sullivan & Wellesley ~
CONTRACTOR Eller Construction, Inc. ~
- ~
TO Lisa Frey & Jeff Logan WEATHER TEMP ° AT AM Clear hot
1220 North Howard 90+ ° AT PM
_ Spokane, Washington 99201 AT SITE , Eller Crew and Equipment 1- AI foreman 1-Grader
1 - Laborer 1-Water Tanker
~ 1- Laborer 1-Dbl Drum Roller
t 1 - Operator 1-Scraper
1-Water Truclc
~ 6:30 am on-site
- Received proctor from Chris. Took 4 shots along Queens at edge of curb. Both sides and centerline to MH #5, to give
Eller crew and indication of their compactive effort.
~
_ AI(foreman Eller) stated loose joint at tee East of N1H #5 revealed from video camera. Chuck to review TV video with
County and ascertain the problem_ If severe enough Eller wi(I dig up service Friday if too Bad. Paving looks like it will be
~ postponed from schedule this Friday to later.
- Need to check cl for crush depths. Eller crew not finished w final grading on 3/4" crush this date, only East end of
- Queens.
7:30 am left site.
~ .
~
~ sIcNEfl hhartung PAGE 1 COPIES TO O F 1
_ i •
t
~
j a 2515 A Street • Anchorage, Alaska 99503 ❑ 3031 Clinton Dr., Ste. 200 • Juneau, Alaska 99801
Phone (907) 276-4245 • Fax (907) 258-4653 Phone (907) 790-2901 o Fax (907) 790-3901
❑ 1830 Second Avenue o Fairbanks, Alaska 99701 0 290 N. Willow St. • Wasiila, Alaska 99654
~ Phone (907) 452-2128 e Fax (907) 452-4225 Phone (907) 376-7815 9 Fax (907) 376-7819
,
t:U88000-Summemeld Conswdan ServiceslReports18.21.03ThursCrush.wod I lnriatari• 11119197
UNWIN SCHEBEN KORYNTA HUETTL, 1NC. • 11RCHITECTII';--.'-4;, ) ENGINEERING o LAND SURVEYING o PLANNING
_ • ' ,
U
SKH
f
l
~ F~~~~ ~~~~~"'r DATE 8/19& 20/03 JOB NO. 788000 Tuesday & Wed. -
PROJECT SUMMERFIELD 5T" ADDITION ~
LOCATION Queen & Calvin @ Sullivan-& Weilesley :
CONTRACTOR Eller Construction, Inc. - ~
TO Lisa Frey & Jeff Logan WEATHER TEMP ° AT AM .
Clear hot 1220 North Howard go+ ° AT PM
~ Spokane, Washington 99201 AT SITE
. ;
Eller Crew and Equipment 1- AI foreman ' 1-Grader
1 - Laborer 1-UVater Tanker
~ 1- Laborer 1-Dbl Drum Roller
_ 1 - 4perator 1-Scraper
1-Water Truck - 8/19/03 Tuesdav
7:00 am on-site.
,
~ .
'Eller crew bringing Calvin up to top of subgrade. Took shots near at centerline and curbs. Some over sewer line.
- Performed 7 Tests, all passed. See compaction test report.
~ Except for some finai touch-up on Calvin majority grading completed and compacted on Queens and Calvin Avenue.
Eller crew planning on bringing crush material in tomorrow.
7 9:00am leave site.
I
8120/03 Wednesdav ~ Not on site this date. Call with AI(Eller foreman). Indicated I could do compaction tests on Top course crush material
late this afternoon or early Thursday Morning. AI stated just bulking in material today tomorrow(Thursday) would be fine.
. i .
~
~i
S`GNED hhartung PAGE 1
CaPIES TO
~ OF 1
1 h
~ i 2515 A Street e Anchorage, Alaska 99503 ❑ 3031 Clintan Dr., Ste. 200 • Juneau, Alaska 99801
Phone (907) 276-4245 • Fax (907) 258-4653 Phone (907) 790-2901 • Fax (907) 790-3901
~ 0 1830 Second Avenue • Fairbanks, Alaska 99701 p 290 N. Willow St. • Wasilla, Alaska 99654
1 • Phone (907) 452-2128 o Fax (907) 452-4225 Phone (907) 376-7815 • Fax (907) 376-7819
1:1788000-Summerfield Construction Senrices\Reoorts18.19&20.03Tues&WVed.woci ~ ~~+aro~• ~~/19M7
^ ` .
- - - . - - . . . . -
i-, • C/!/OL LAvoo SCJF?i/~Y<Di=iS
Inspe~~or'~ ~~~ly Re~ort
1220 N. HOWARD STREET 701 THAW ROAO
6POKANE, WA 882vI L6W/STON, /D 63:+07
PH (509) 328-6198 PH (208) 746-2661
FAX (609) 328-0429 PAX ((208) 746-6825
_J
~ _ / ~'S !
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c,v/LEne40/,vjEE~0 LAAeL~) Inspe~~or's Daily ~e~~~°~
1220 N. FlOWARO fJTRE~T 707 '7'HAlN ROAO
SPOKANE, WA 9'J201 • LEWlSTON. JD B3Sp7
I ~ F~ (SQ9) 328-04I23 FAX (208) 746-2661
I CC--WI 748-ea_s 1 ~
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cdviLffdvC3eA1jEjffF?s ~ L.aIVE; suF?V~YG0F?s I~~~~~~or's Daily Re~ort
1220 N. HOWRRD STREFI" 101 THAIN ROAO
SF'OKANE, WA S9207 t6W/S7'ON, 10 835477 ~
PH (509) 3--8-3999 PN (209) 746-2661
~ FAX (509) 328-0423 FAX ((208) 746-6825
J
i ~ ~ 1e r ~ n .1r~ ~•1.. s ~ P-°.r ~ F,~~~ j
; Project: Date: ~ ~
~ •
Location:
Inspector:
.
Job No.: ~ ~ Weather:
f~
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( ~ `E 1'f'~~•CS.=-t~rf~+~..s..~ f
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~-r`~•'~..~~:--t1..a,~'
~
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~ --w
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1220 N. HOWARO STREET >OY TNA/N ROAD
SPpJG4NE, Wi4 99d01 • LEW/STON. JD 83507
PH (509) 328-6158 PH (2Q8) 746-266!
FAX (S0.9) 326-Qd,23 F.4X ((208) 746-8825
Pro ject: Date:
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12~0 N_ HOWARO STREFT 701 THA/N ROAD
SPOKiiNE, WA 99201 - LEW/STpN, /O 83507
PH (609) 328-5198 PH (208) 746-2661
PAX (50.9) 328-0423 FRX ((208) 746-6825
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1220 N. HOWARO 977?EE7' >OY TH,41N ROAO
~ SFOKANE, WA 99201 LELV/STON. IO 83507
PN (508) 328-5139 PN (208) 74G2661
FfiX (E0.9) 328-04I23 FfiX ((Z08) 746-6825
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1220 N. HOWARO 3TREET 107 TNAlN ROAO
~ SPt7KANE, WA 99207 LEW/STQN, ID 03507 • •
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I FAX (50.9) 328-0423 F.4X ((808) 746-6825
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PH (S09J 3--B-5199 PN (208) 746-2661
~ FAX (509) 328-0423 FAX C(20B) 746-49625
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C/V/L EIVG1NffE04S ~ LAiVo SURVEYORS In~~~~~orjs Dally Rep0rt
t 7220 N. /-rOWAiiD S7REET 701 THAJN ROAD
~ $ppKANE, WA 99207 ~ LEWlSTpN, ID B3507
Pli (509) 328-573H FH (209) 74G2661
F.4X (50.9) 928-Q4P3 F/iX (C208J 740_6B25
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C!1!/L E/VC//VjEEf7S Q,') L.4I1/O SUR1/~YOFIS II~specCtOr's Dally Report
7220 N. HOWARO STREFT 701 TNA/N ROAD
SPpJGONE, WA 93201 L6WISTO/V, 10 83501
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PH (509) -R29-6739 PN (209) 746-2661
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CENTRAL PRE-MIX CONCRETE CO. CIISTOMER
PO Box 3366 Spokane,►NA 99220 Dispatch Direct (509) 533-0208 Bus. Office (509) 534-6221 son=
A
11919 Harris Rd Pasco,WA 99301 Dispatch Direct (509) 545-8510 Bus. Office (509) 545-8405
~ v PO Box 9575 Yakima1WA 98909 Dispatch Direct (509) 248-2046 Bus. Office (509) 248-2041
i W. 2180 Sel6ce Way, Coeur d'Alene,lD 83814 Dispatch Direct (248) 664-2333 Bus. Office (208) 664-2111
PO Box 750 Hermiston,OR 97838 Bus. Office (541) 564-8005
- C131ALBR 1/01 WA Reg. # 223-01 CE-NT-RP-M311J8 ID Reg. # 5894-AAA-1-2-3 OR Reg. # 122179 *5A7EN ADDED AT
1Alarning:lnjurioustoeyes.Causesskin irritation.Contains Portland Cenent. ADomorvAL waTER ADDeo To rHls
Read?he•7oltawing~warningbeforeeasing:Contactwithwei unhardened LIMITEDWARRANTY CONCRETE WILL REDUCE ITS STREN
~w
concrefe mortar, cement or cement mixtures can caus2skin irrifation, severe The only liabiliry of Central Pre-Mix Bu Yer~s agent agrees to acc onsibility for
~ chemicaf burns or serious eye damage. Avoid con#act with eyes and skin. concrete co. for product derece is reduced strength due to wa added above design.
Wearwaterproof gloves, a tulfy-buttoned long-sleeve stiirt, ful!-12ngth trousers the return of the purchase pnce. In
and tight-ftting eye protection ~vhen woricing vvith these materials. Ifyou have no event shall Central Pre-Mix Con-
- to stand in wet concrete, use waierproo f beoIs t ha t are tig h t a tt he topan d hig h crete Co. be liable for any direct, ArTive d atjobwith ` inch slump.
enough to I<eep concrete from flowin into them. If fnishing concrete, v+iear indirect, incidental or consequen-
I<nee pads to protect {cnees. After conact %nnth any of these materials, wash tial damages resulting from the use qdd d qal water at tomer r ue
- offimmediatelywith fresh, clean water. lndirect cantactthrough clothing is as of the products or arising oUi or eq st.
dangerous so promptly rinse these materials from clothin~. Seek immediate breach of any warranty. All daims for
rnedcal attenfon if you have persisteni or sevzre discom ort.ln cas2 of eye ~~9~ or shortages must be made Other additro
contact, flush with p7enty of water for at feast 15 minutes. Consult physician witnin 24 nours of delivery.We do
~ not assume responsibility for any ~ Te ~linders taken
immediately. KEEP OUT OF REACH OF CNILDREiV. USER AGREES TO CONVtY THIS damage beyond the curb line.
WAf2NINGTOdLLPE.RSCNS1AlFfOMAYUSEORCQIUlE1NiOCONTACTWITH1NEf(UNF1ARDENED) . RECEIVED
- CONCRETE, (1AORTAR, CEMENT OR CEMENT fU'IIXTURES.
,
LFJ~VE PLAN 7RAf_JOBSIJF_ START DISCHARGE I DISCHARGE LEAVE JOB SITE ARRIVE PLANT B
~ V
~ a d apprAoval t ot an~ added concrete
o~ a e ■
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~ COMMENTS
_J Order No. Cust. No. CPM or Customer Job Customer PO / Phase Code TICKET NO. Driver CPM Project No.
1 -Y
_ 7-:~ ~ ; 4 1 Ci 14767A
~ ~ 1-°~
Customer • Delivery Address Date
_ Fm 1 ! c R 117'0 R F' Ct R A T T 1t1 ! 1~ ~ F ! ~
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Delivery Instructions Map _ZOr18
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1i~: ie~ d,i A 1; ~ TOTAL DUE
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• ~ CENTRAL PRE-MIX CONCRETE Coe CUSToMER I ,
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PO Box 3366 Spokane,bVA 99220 Dispatch Direct (509) 533-0208 Bus. Office (509) 534-6221
11919 Harris Rd Pasco,WA 99301 Dispatch Direct (509) 545-8510 Bus. Office (509) 545-8405 i I
_ PO Box 9575 Yakima,WA 98909 Dispatch Direct (509) 248-2046 Bus. Office (509) 248-2041
- ~
W. 2180 Seltice Way, Coeur d'Alene,tD 83814 Dispatch Direct (208) 664-2333 Bus. Office (208) 664-2111 i
PO Box 750 Hermiston,OR 97838 Bus. Office (541) 564-8005
VJA7MR
C131ALBR 1/01 WA Reg. # 223-01 CE-NT-RP-M311J8 ID Reg. # 5894AAA-1-2-3 OR Reg. # 122179
F/Varnir~fl:lftl~Uf10US f02yeS:C2USeS Sk1f1 IffltatlOfl.COfltaiflS POftJBnd Cefll@tlt. ADDITIONAL WATER.ADDED TO THIS
Read 4he fo9lowong uvarnir.g before using: Contact with wet unhardened LIMITED WARRANTY CONCRETE WILL REDUCE ITS STRENCT}}r'
concrete mortar, cementarcem2ntmixtures can cause slcin irrifation, severe The only Iiability of Centrat Pre-Mix Buyers agent agrees to acc onsibility for
chemicaf burns or serious eye damage. Avoid contact 4vith eyes and skin. concrete Co. for product defecl is reduced strength due to wa r added above design.
Wearwater~o roofgloves,afulfy-buttoned long-sleeve shirt, full-length trousers the retum of lhe purchase price. In
and tight-ftting 2ye protection when working with these materials. If you have rto event shall Central Pre-h4ix Con- ~
to stand in wet concrete, usewaterproof boo-ts that ars tight at the top and high crete Co. be liable for any direct. Arrived atjob with inch slump. :
enough to keep concretz from fiawin into them. If fnishing concrete, wear indirect, lncidental or consequen-
!<nee pads ta protect ltnees. Afiier conact ~rith any of these materials, wash uai damages resulting fram the use Add d pal water at tomer re uest
off immec~iatelywiih fresh, clean water. lndirect contact throu h clothing is as of the products or arising out or Q 1
dangerous so promptly rinse these materials from clothina. eel< immediate breach of any warranry. All claims for •
medcai attention if you have persistent or severe discomtort.ln case of eye damagesorshortagesmustbemade Other addi6o .
con4act, flush with plenty of water for at feast 15 minutes. Consult physician w^tncn 24 hours of delivery.We do
u Te clinders taken
immediately. KEEP OUT OF RE~4CH OF CHiLDRENI USER AGREES TO CONVEY THIS not damage assume beyond the re5ponsibiUcurbty One for. any Y
WARDNI~GTO ,4tLPERSONS4VNOAA<1YUSEORCOMEINTOCOPlTACTWCfHWET(UPJNARDEiVED) . RECEJVED
CONCRETE, c1AORTAR, CEIyiEP1T OR CEi1fiE1JT iMDCTURES.
B
LEAVEPLAN ~ JOBSIT STARTDISCHARGE EIA}FSfr-DISCHARGE LEAVEJOBSITE ARRIVEPLANT ~ I
~ Buyer's Agent receipt of concrete -
and approval of any added items.
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Dkitif-RS' ~
COMMENTS ~
Order No. Cust. No. CPM or Customer Job Customer PO / Phase Code TICKET NO. Driver ' CPM Project Na `
,
.-tt~f'= ~ 4 1 Cy'=` 147 6:'l aL
!s c., r'a ~
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t j • TOTAL DUE 1-7 f 1'~ ! .
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C/!!IL EA/G/IVEjEF?S ~ L.4NM~O SUF?VEYOFIS IYgspector's Dail~ Re~ort.
~ 1220 N. HOWARO STREEl' 10 1 THA/N ROAO
a^ SPpKANE, WA 98207 - LEi1//S7'0N, /D 83507
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PRESSURE TEST FORIV1 ~
Project: yv-%
JobNo.
Test Number: ~ .
~
Date of Test:
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` Y.ocation or Line Designafion:
Type of Test G" Hydrostatic Water Tesfi .Air Pressure Test '
- System: 11-~Water Sewer Othex •
' ~ E C--9 0 -1-- 3~~ I
` Pipe Footage: ~ Pipe Sve: ~ Line rdentification
- ox Class of Pipe
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~Design Test -Pressure:
start Time:
~ Tnltial Pxessuxe:
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Final Pressure:
ctual Water Loss
Water Loss: ~ermitted by Design r
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Test Results: Pass Fa~l.
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~ PN (509J 9t29-6199 PN ('108J 748-2681 -
F.4X C6Q4I S?d-Od-O$ FAX (('20a) 746-Qd2S
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Pro ect:
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Location: Inspector:
~ Job No.: 9M,Weather:
J Contractor: Visitors:
Contractor Workforce Present: ,
Contractor Eq*uipment Present: -
Summary of Daily Activities:
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( 1220 N. hlOWARO STF7-- T >oi nwiw Roao
' SP~E, WJ1 vV201 LEWfS71:W. !O =507
PH (509) 328-8136 PH l"11DB).7sFr26B1
FAX (509) 3Pa-Oa?S FAX ((~2floD) 7td~dt25
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Pro ~ect Date:
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Location: Inspector:
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LJSKH
civ~L L-Anro svneiff-Kons Inspector's Daily Re~ort
' 1220 N_ HK7WAfiQ 87'i7EffT 701 TI-[AfN ROJ1lJ
SPOKANE, wA 9820s LEW/STQN. ID B3501
-1 PH (609) 9C'8-6139 Pt/ ("CW) 746-2661
Fs1X (509) 328-Od23 FAX (('2'QB) 748-6825 . • ~~l~~j ~ t+.m„~
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6P~pKANE, W/1 pi4.'~O7 1.6WlSTONI. /O B3507
- PH (S09) St28-6199 PH ('Z08) 746-Z6B 1
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Pf1001fCT2(N•1(Si* She.ts) ZOS-1(Pa0ed)
~ CENTRAL P' Eg' ~ ~ in LIMITED WARRANTY
J o Ths oniy liabili[y of Central
°O Box 3366 Spokane, WA 99220 : PO Box 9575 YaftitTla, WA 98909 Pre-+vlix Concrete Co. for prod-
~ Dispatch Direct (509) 533-0208 ' Dispatch Direct (509) 248-2046 uct defect is ine return of the
purchase price.
Sus. Office (509) 534-6221 E Bus. Office (509) 248-2041 o In no event shall Central
°re-Niix Concrete Co. be !i-
~ Box 750 Hermis4on, OR 97838 11919 Harris Rd Pasca, li11e4 99301 able sor any direct, indirect,
~ Bus. Office (541) 564-8005 Dispatch Direct (549) 545-8510 incidental or consequential
Bus. Office (509) 545-8405 damages resulting from the
use of the products or arising
W. 2180 Seltice Way, Coeur d'Alene, DD 83814 out of breach of any warranty.
Dispatch Direct (208) 664-2333 a Afl ctaims for damages or
Bus. Office (208) 664-2191 shortages must be made
, wiihin 24 hours of delivery.
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ EL WA. R D R EG?#5894-AAA-1R-2-3 311 J8
OR Reg. # 122179
-]UNLOADlNG • ~
~ We malce deliveries inside the curb line at customer's risk onlv and acceot no resAOnsibilitv whatsoever for damaqes resultina fmm such deliveries.
"-'I`LEAyEpLANT ARRNE JOBSITE ~ LEA`JE JOB S1TE ARRIVE PLANT
, •
~ e ■ o ~
~ ~ 0 O ~ • B ~
~ TRUCKSTANDSYTIMECHARGEDATPOSTEDTRUCK IMERATES.A RECD
~ LATECHARGEEQUALTOTNEMAYIMUMALLOWEDBYL4WBUT~lOT ~
J LESSTHAN18/oANNUALPERCENTAGERATEWILLBECHARGEDON
ALLPASTDUEACCOUNTS.
• _ _ •
--,{)rder N0. CustomerNo. CP!!H Jab / CustamerJob P.O. N0./ Phase Code Delivery Date TICFCE'TiVO.
ii-7
~;ustomerName ProjecY No. Map Zone Scale Tim~e A
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!?elivery Address& Ins4ructions
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o The only liability of Central
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FO Box 3366 5poka91e, WA 99220 PO Box 9575 'faki174a, WA 98909 Pre-Mix Concrete Co. for prod-
- Dispatch Direct (509) 533-0208 - - ; Dispatch Direct (509) 248-2046 uct defect is the return oF the
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e In no event shall Central
Pre-Mix Concrete Co be li-
Box 750 Herrniston, gR 97838 11919 Harris Rd Pasco, b`VA 99301 able for any direct, indirect,
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Dispatch Direct (208) 664-2333
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CONCRETE CRUS{~~~ ~~~D 9 CgRAVEL IDREG.t15894-AAA-1-2-3
OR Reg. # 122179
UNLOADING . .
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- CEoATRAL PREmMIX ~~~CRETE COo LiMiTED VVAr'2F'cANT`V1 1
- -,I
. o The only Iiability of Cenfral
°re-Mix Concrete Co. for prod-
FO Box 3366 Spokane, V!A 99220 PO Box 9575 Yakima, !!4!A 98909 uct defect is the retum of th, ~
Dispatch Direct (509) 533-0208 ~ Dispatch Direct (509) 248-2046 purchase pnce. ~
Bus. Office (509) 534-6221 Bus. Office (509) 248-2041 0 In no event shall Certq__ ~
Pre-Mix Concrete Co. .
PO Box 750 HeTmisbot?, OR 97838 11919 Harris Rd PaSco, WA 99301 able ror any direct, ~nL..'
Bus. Office (541) 564-8005 Dispatch Direct (509) 545-8510 incidental or consequen'ti J
damages resulting irom th
Bus. Office (509) 545-8405 use of the products or arisin~L-,
W. 2180 Seltice Way, COeu1' d'Alene, $D 83814 ' out ot breach of any warranty.
.
Dispatch Direct (208) 664-2333 0 All claims for ciamages shorcages must be mad~
Bus. Office (208) 664-2111 within 24 hours of delivery. ~
CONCRETE CRUSHED ROCK o~~~D & ~~~VIEL WA.RDREG2#5894-AAA-1R-2-31371J8-
' OR Reg. # 122179 i i
UNLOADING . ' ~
We makQ de!iveries inside the curb line at cuFstomer's risk only and acceDt no respqnsibilitv whatsoever for damaaes resultinq frQm such deliveries ~
LEAVE PLANT ARRIyEJOB SITE ~ LEAVE JOBSiTE AFtRtVE PLAiVT ~
o ~ e . a B ~
TRUCK STANDBYTIME CHARGED AT POSTED TRUCK TIME RATES. A REC'D
I.ATECHARGEEQUALTOTHEMAXIMUMALLOWEDBYLAWBUTNOT gY
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~ CENTRAL PREmMIX CONC ' 'TE CO. t_IMITED WARRANTY
- e 7he only liability of Central
RO Box ~3366 SpOkane, WA 99220 PO Box 9575 Yakima, !1!!A 98909 Pre-Mix Concrete Co. for prod-
~ Dispatch Direct (509) 533-0208 Dispatch Direct (509) 248-2046 uct defeci is the retum of 4he
purchase price.
3US_ Office (509) 534-6221 Bus. Office (509) 248-2041 o In no event shall Central
Pre-Mix Concrete Co. be li-
i Box 750 Herr~isLo~a, OfZ 97838 r, 11919 Harris Rd PaSGo, WA 99301 able tor any direct, indirsct.
Bus. Office (541) 564-8005 Dispatch Direct (509) 545-8510 ~ncidental or consequential
i 8us. Office (509) 545-8405 damages resulting from the
use of the producis or arising
-J W. 2180 Seltice Way, Coeur d°Aierae, ID 83814 out of breach of any warranty.
Dispatch Direct (208) 664-2333 0 All claims for damages or
shortages must be made
Bus. Office (208) 664-2111 withm 24 hours of delivery.
~~~~~~~E CRUSHED R`~~~ ~ ~~~EL WA. R D REG2. #5894-AAA-1R-2-3 311J8
l OR Reg. # 122179
F 1 UNLOADING
[We make deliveries inside the curb line at customer's risk onlv and acceot no resoansibilitv whatsoever for damaaes resultina from such deliveries.
~ILEAVE PLANT ARRIVF JOB SITE LEAVE JOB SfTE ARRIVE PLElPdT
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LiMlTED WARRANT4'
'O'~"ENTRAL PRE'~~~~ ~OmICRETE CO.
o The only liability of Cenlral
RO Box 3366 Spokane, WA 99220 PO Box 9575 Yaki171e, WA 98909 Preuct-Mix Concrete Co. for prod-
detect is the retum of tF,;~1
Dispatch Direct (509) 533-0208 Dispatch Direct (509) 248-2046 purchase price. 1
Bus. Office (509) 534-6221 8us. Office (509) 248-2041 o In no eveni shall Centr:'
Pre-tvlix Concrete Co. - '
PO Box 750 Hermisdon, OR 97838 11919 Harris Rd PaSCa, !!VA 99301 able for any direct, inL
Bus. Office (541) 564-8005 Dispatch Direct (509) 545-8510 , incidental or consequentiiz 1
8us. Office (509) 545-8405 damages resulhng trom th~ ~
use ot the products or arisin;. ~
W. 2180 Seltice Way, Coeur d'Alene, ID 83814 out of breach of any warranty.
Dispatch Direct (208) 664-2333 0 AII claims for damages
• Bus. Office (208) 664-2111 shortages must be mad(
within 24 hours of delivery. j
CONCRETE CRU.~~~~ ~ CP"VEL D
WA.RREG?#5894-RAA- 2-3311J8
OR Reg # 122179
UNLOADING
We make deliveries inside the curb line at customer's ris~_ onlv and acceot no resoonsi4jlitv whatsoever for damaaes resultina from such delivenes
LEQ►VE PLANT ARRIVE JOBSITE LEAVE JOB SITE ARRIVE PLANT (
;
TRUCKSTANlDSYT1MECHARGEDATPOSTEDTRUCKTIMERATES. A REC'D
LATE CHARGE EQUAtTOTHE MA?CIMUMALLOWED BYLAW BUTNOT `
LESSTHANIB%ANNUALPERCENTAGERATEWILLBECNARGEDON t. . . . : - . , . . I
BY
ALL PAST DUE ACCOUNTS. ' • . ..`y ' . •
OrderNo. CustomQrNo. CPMJob/CusYomerJob P.O. MO./Phase Code Delivery Date ~ TtCKETNO. ~
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C"ENTRAL PRE°MIX CONC, ~ RO ' LIiVIITED 'Jt/ARRAfV7Y
' o The only liability of Centrai
P0 Box 3366 Spokane, WA 99220 PO Box 9575 Yakima, WA 98909 Pre-►wix Concrets Co for prod-
DispatCh Direct (509) 533-0208 Dispatch Direct (509) 248-2046 ; uct defect is the return of the
Bus. Office (509) 534-6221 Bus. Office (509) 248-2041 purchase pnce.
9 In no svent shall Central
Pre-Vtix Concrete Co. be li-
~ ) Box 750 HeTm1S$Otl, OR 97838 11919 Harris Rd Pa5Ca, WA 99301 able tor any direct, indirect,
Sus. Office (541) 564-8005 Dispatch Direct (509) 545-8510 incidental or consequential
damages resulting from the
~ :tY Bus. O~C° (509) 545-8405 use of the products or arising
J~ W. 2180 Seltice Way, COeur d'Alene;.ID 83814 out of breach of any warranty.
~ Dispatch Direct (208) 6642333 A AQ claims tor damages or
• Bus. Office (208) 664-2111 = shortages must be made
within 24 hours of delivery.
~ • WA. REG. # 223-01 CE-NT-RP-M311J8
C~~~~~~~ ~~~~~~D ROCK:.:.. SAND GRAVEL ID REG. #5894-AAA-1-2-3
OR Reg. # 122179
UNLOADING .
~ We make cieliveriss inside the curb Ime at customer's risk only and acceot no responsibilitv whatsoever for damaaes resultinn from such deliveries.
-LEqVE p Tj. ARRIVE JOB SITE LE~+VE JOBSITE ARRIVE PLANT
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CENTRAL PRE4AIX CONCRETE COM LlPli1TED WARRAVTY
o The only liabiliiy af Centrai
PO Box 3366 Spokane, WA 99220 , pp Box 9575 Vaki611a, WA 98909 Pre-Mix Concrete Co. for prod-
i Dispatch Direct (509) 533-0208 ~ Dispatch Direct (509) 248-2046 uct defect is the return of the
Bus. Office (509) 534-6221 Bus. Office (509) 248-2041 purchase price.
. o In no event shall Central
_ 1~- • Pre-Mix Concrete Co. be li-
i Box 750 !'He1'mi5foP1, OR 97838 11919 Harris Rd PaSGa, WA 99301 able for any direct, indirect,
Bus. Office (541) 564-8005 ~ Dispatch Direct (509) 545-8510 incidental or consequential
~ Bus. Office (509) 545-8405 damages resulting from the
' use of the products or arising
Coeur d'Alet~@! 83814 out of breach of any warranty.
W. 2180 Selt'tCe WBy, 0 All claims ior damages or
^ Dispatch Direct (208) 664-2333
shortages must be made
- Bus. Office (208) 664-2111 : within 24 hours oi delivery.
~ CONCRETE CRUSHED ROCK: S'` ~D & ~it"EL WA.RDREG.#5894-AAA- 2-3311J8
OR Reg. # 122179
UNLOADING '
. We make deliverie$ inside the curb line at customer's nsk only and acceot no resoflnsihilitv whatsoever for damapes resultinp from such deliveries ,
LEAVE PLAIVT ARRIVE JOBS1TE : LEAVE JOB S1TE ARR[VE PLAWT
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LESSTHAN18%ANNUALPERCENTA RATEWILL BE CHARGED ON ALL PAST DUE ACCOUNTS.
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TAKEN BY CHECPC#
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CENTRAL FRE°~ ~X CON, ~019 L1MtTED V1J;aRRAMTY! ~I
I e The only liabihty of Centrai PO Sox 3366 5po6~ane, V►JA 99220 PQ Box 9575 Yaki9'Yla, OiVA 98909 Preuct-IVtix Concrete Co. for prod-
c►efect is the retum ot th~_ -
Dispatch Direct (509) 533-0208 Dispatch Direct (509) 248-2046 purchase price. ~
Bus. Office (509) 534-6221 Bus. Offtce (509) 248-2041 . o In no event shall Centr~
Pre-Mix Concrete Co.
PO Box 750 Hermiston, OR 97838 11519 f-larris Rd Pascm, iPlIA 99301 able tor any direct, int a _
Bus. Office (541) 564-8005 Dispatch Direct (509) 545-8510 incidental or consequentic~
damages resulting from th= ~
- Sus. OffiCe (509) 545-8405 use of the products or arisin,: ~
W. 2180 Seltice WBy, Coeur d'A1ene; !D 83814 out of breach of any warranty.
Dispatch Direct (208) 664-2333', All claims for damages c,
~ shortages must be mad- i
- Bus. Office (208) 6642111 : within 24 hours of delivery.
CONCRETE CRUSHED ROCK•, SAND A 0""VEL WA.RD EG? 'r#5894-AAA-1R-2-3 311J8
.
OR Reg. # 122179
UNLOADING • ; ;
We make deliveries inside the curb line at customers risk oniy and acceQt no resoonsihilitv whatsoever for dama9PS resialtinq from such deliveries
LEAVE PLa3MZ ARRIVE JOB SITE . LEA1lEJOB SITE ARRIVE PLAj11T ~
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TRUCKSTANDBYTIMECHARGEDATPQSTEDTRUCKTIMERATES.A REC'D ~
LATECHARGEE(2UALTOTHEMAXIMUMALLOWEDBYLAWBUTNOT gy _
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LESS THAN 18% ANNUAL PERCENTAGE RATEWILL BE CHARGED ON
~ M -
ALL PAST DUE ACCOUNTS.
. - . .
Customer No. C~'M .lob 1 Custorner Job P.O. i~0. I Phase Code Delivery Date T!ClCET PlO.
Order No.
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o LIMITED WARRANTY
~ ~ ~ ~ CER-ETE
• o The oniy liability of Central
O BOx 3366 S Ok7~'ie~► 99220 Pre-Ntix Concrete Co. for prad-
P ~ ~ ~U PO BOx 9575 Yak=ma, WA 98909 uct detect is the return of ihe
~ Dispatch Direct (509) 533-0208 Dispatch Direct (509) 248-2046 purchase price_
Bus. OffiCe (509) 534-6221 12F in;Ec Bus. OffiCe (509) 248-2041 ~ o In no evenl shali Central
Pre-Mix Concrete Co be li-
~ ~ Box 750 9-~ermiston, OR 97838 ~ ' 11919 Harris Rd Pasco, WA99301 able for any direct, inairect,
Bus. OffiCe 564-8005 incidental or consequential
(541) Dispatch Direct (509) 545-8510 damages resulting from the
- Bus. Office (509) 545-8405 use of the producis or arising
- W. 2180 Seltice Way, Coeur d'Aiene, Ip 83814 out of breach of any warranty.
Dispatch Direct (208) 664-2333 0 All claims for damages or
• Bus. OffiCe (208) 664-2111 shortages must be made
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WA.RREG? 894-AAA-1R-2-31311J8
` ~~~D (M rllAtVEL D
OR Reg. # 122179
~ UNLOADING
We make deliveries inside the curb line at customer's risk Qnlv and ac.ceQt no resoonsibilitu whatsoever fflr damaaes resultina from such deliveries.
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'*bENT- - L PREm-NINX CONCR' J TE COM L1MITED WARRANTV, J
o The onty liability of Central
Pd Box 33fi6 ~~k2di~, ~!!A 99220 ~ Pre-A,tiX cor,crete co. for pro~►=_
pPo 8ox 9575 Vakima, WA 98909 uct defect is the return of
Dispatch Direct (509) 533-0208 Dispatch Direct (509) 248-2046
purchase price. I
Bus. Office (509) 534-6221 PRE ~ gus. Office (509) 248-2441 ~ 0 In no event shall Certr`
Pre-Mix Concrete Co.
PO Box 750 Hermiston, OR 97838 11919 Harris Rd Pasco, WA 99301 abie ror any direcf, int
Bus_ Qffice (541) 564-8005 ~ Dispatch Direct (509) 545-8510 incidental or consequenW ~
damages resulting from thr
' Bus. Office (509) 545-8405 use of the products or arisir~~z ~
W. 2180 Seltice Way, Coeur d'Alen2, Ip 83814 out of breach of any warranty.
Dispatch Direct (208) 664-2333 a AII claims for damages r•r ~
shortages must be ma61 I
• Bus. Office (208) 664-2111 . i
within 24 hours of delivery
CONCRETE CRUSHED ~ WA. REG. # 223-01 CE-NT-RP-M311 J8 ~
~OC~ ~ GRUVEL ID REG. #5894AAA-1-2-3 ,
OR Reg. # 122179
UNLOAD(NG '
We make dehveries inside the curb hne at customer's risk only and acceot no resDonsihilitv whatsoever for damaoes resultina from such deliveries. ~
LEAVE PLAf\IT ARF:IVE JOB SITE LEA!!E JOB SITE / ARRIVE PLANT ~
TRUCKST,4MDBYTIMECHARGEDA►TPOSTEDTRUCKTIMERATES. A REC'D "L A7 ~
LATECHARGE EQUAL TOTHE MAXIMUM ALLOWED BYLAW BUT NOT gy _
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ALL PAS7 DUE ACCOUNTS. r
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~ ~ TRAL PRE-MIX CONC` ETE CO. LIPJIITED 11VARlZANiY
o The onfy liabiliiy of Centra!
Pre-Mix Concrete Co. far prod-
F'O Bo; 3366 Spmkane, UVA► 99220 Pp Box 9575 Yakit7la, Vl/A 98909 uct detect is tne retum of the
i Dispatch Direct (509) 533-0208 Dispatch Direct (509) 24&2046 purchase price
Bus. Office (509) 534-6221 PRE Bus. Office (509) 248-2041 o In no event shall Central
L°"" Pre-Mix Concrete Co_ be h-
' ~ Box 750 Hermiston, OR 97838 ~ 11919 Harris Rd Pasco, !NA 99301 able tor any direct, indirect,
Bus. Office (541) 564-8005 Dispatch Direct (509) 545-8590 incidental or consequential
~ damages resulting from the
~ Bus. Ofifice (509) 545-8405 use of the products or arising
out of breach of any warranty.
J W. 2180 Seltice Way, Coeur d°Alene, ID 83814
Dispatch Direct (208) 664-2333 • All claims for damages or
shortages must be made
• Bus. Office (208) 664-2111 within 24 hours of del+very.
I ~
y CONCRETE CRUSHED ROCK'' Sw~D & GRe~~EL WA RDREG2#5894-AAA- 2-3 311J8
- - OR Reg. # 122179
'UNLOADING • •
We make deliveries inside the curb line at customer's risk only and acceot no rP§ponsihditv whatsoever for damaaes resultina from such deliveries.
LEAVEPLAPdT Q►RRlyEJOBSITE . LEAVEJOBSI"fE ARRIVEPLANT .
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ALL PAST DUE ACCOUNTS.
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%ociNT' • ~ ~~En4MIX (CONCRETE CgIN L9MlTED V1IARRAfVTI"`J
o The only I12bility oi Central
PO BOx 3366 Spokane, WA 99220 Pre-Nhx Concrete Co for prod-
PO Box 9575 `tabC1ma, WA 98909 uct defect is the return of tl~
Dispatch Direct (509) 533-0208 Dispatch Direct (509) 248-2046 purcnase Qrice. ~
Bus. Office (509) 534-6221 PRE Bus. Office (509) 248-2041 A In no event shall Cent(j.,_
Pre-Mix Concrete Co, t
PO Box 750 Hermiston, tJR 97838 11919 Harris Rd Pasca, WA 99301 able for any ctirect, inoi.
Bus. Office 541 564-8005 incidental or consequenti~~
Dispatch Direct (509) 545-$510 damages resulting from tt7 ~
Bus. OfifiCe (509) 545-8405 use of the products or arisir~.---
W. 2180 Seltice Way, Coeur d'A.lene, 1D 83814 out of breach of any warranty.
Dispatch Direct (208) 664-2333 o All claims for damages ti.--
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' Bus. OffiCe (208) 664-2111 shoriages must be mac'I ~ within 24 hours of delivery.
CONCRETE CRUSHED ROCK - ~ ~R"EL WAREG.#223-01CE-NT-RP-AA311J8
ID REG #5894-AAA-1-2 3 .
- OR Reg. # 122179
UNLOADING •
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We make deliveries inside the curb (ine a# customer'§ risk onlv and acceot no resoonsihilitv whatsoever for damaoes resultin❑ from such deliveries. -
LEAVEPLANT ARRIVE JOB SiTE - LEAVE JOB SITE ARRIVE PLAMT . ~
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ARCHITECTURE ~ ENGINEERING a LAND SURVEYING • PLANNING
~ Spokane Lewiston Anchorage Fairbanks Juneau Palmer
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(O.# Do Date C)~ ~
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ARCHITECTURE - ENGINEERING ~ LAND SURVEY{NG 0 PLANNING
L Spokane Lewiston Anchorage Fairbanks Juneau Palmer
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LJSKH
c,vs~ ~Noo,a~HjEic?,43 LAivi:) sunvHyons Ins~~~~or's Daily Report
~ 1?20 N. HOWARD STREET 101 77i.4fN ROAD
SPOKANE, WA 66207 16IMJSTL7M/, 10 8.'rsO1
_ PN (509) s=8-6139 PM (208) 746-2661 .
' FAX (504) 928-Od23 FAX (r") 746-8825
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caai~~ ~v4O/,vffE'qO ~ L-Aiv1:;PsuF?v~~cvr?s Inspe~~or's Daily ~~~ort
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` PH (5091 =8-5138 P1Y ('10gJ 746-2661 .
F.4X (S09) MV-O"S iAC ((`200) 7sB-88.._°5
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Project: . Date_ •
Location: Inspector:
b ~
~ Job No.: Weather:
Contractor: Visitors:
~ Contractor Workforce Present:
` Contractor Equipment Presenr. '~"~l r L° ~ ~
~ Summary of Daily Activities: o
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ScsvEY^$nprovements ❑
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LA0VL/ SL~f-7VHro~R ~RS Inspector's Daily Report
I frs~F~r roa Txauv Frosio
` ~pT L~~lST~ !CD 83.'S0T
PW (2108) 748,2681 •
FAX (('1D~'8) 740-6825
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SP"OK/INE, WA 54720t LEW/S7L?N, IO 8330s
- PH (S09) =8-6138 PH (''OB) 7462661 _
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; -
clvaL E/vc3oivHH1c?s ~ LAvo sur?aiH'~,rcP,7s Inspector's Daily Report
1"0 N_ FiOWARO BTRZ~T YOY TJ•L4W RQ/lD f ` ;r
$PICOCANE W/1 AA201 LEbV/STCW !O BJw7 ~
PH (509) ~2~6138 P!'I (2QB) 74~1681 ~ ri• ~r
f l F.ox (sa9) s~2a-c~aQS F.ax fr2Ml 74&48--"S / ~
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Pro'ect: Date:
-J Location: ~ Inspector: . ~
Job No.: '7-eo a ' Weather:
Contractor: Visitors:
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~ Contractor Workforce Present:
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Contractor E9uiPment Present: ~
~
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~ Summary of Daily Activities:
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~ ~ civIL ffvc3,/vjEjEF?s ~ LAIvo suF?eiA- YOfi=?s Inspector's Daily Report
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` 1220 N. hIOWARO 87REET 701 77-l4L4ROAD
SPO/GaNE, Wi1 96207 LEw15TON. /D BsSO s
. PN (509) =49-6132 PN (2-109) 746-S'681 .
' FiOX (509) 328-OI23 F/1X ((208) 710-8826
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~ Project: Date: ~
Lacation: n - Inspector:
Job No.: Weather:
` Contractor. V isirors:
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Photos/Video Taken O ✓'li_~-J Page 1 of
~ Sewer Improvements Z
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veL HA14oe~~oF?s ;Z LAIvo Inspector's DailY Report
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~ 1220 K HOWARO STREtT >DY TN<l!N ROAD
SAOlUNE, Wit QV20s LEWl67L7N. /O 83507 '
PH (509I ~.'9-6138 Pl'I ("DB) 746-2661 rt ~
' FAX (509) 328-"23 F.4X ((2Q9) 740-6825
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Project: Date: .
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Location: Inspector:
~ Job No.. 7- 55 -5" w~ Weather.
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civiL E~~A~v~~~s ~~Ao sv~v~YOf7s Inspector's Daily Report
' 1220 N. MOWARO BTREE~l 709 TJiIiW f70AD ~
. SA0IUNE, WA PS2+OS LEWISTL'laA4 /O 8 sI1
PN (609) St2"139 PH (zoe) 7I6,..'nf'i8f
FAX (G09) SY8-OIYJ PAX ((200) 7I0-8823 r ~ • l ' ~ ~
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C/VIL EiVGlNEERS ~ LANrp SURVEYOF?S Ins~~~~or'S Da11y RepOI-t
~ 1220 N HOWAFIO STREET 70Y TH,41N ROAI7
SPpKANE, WA H9207 LEWI.~ . uN, 10 83507
, PN (SD8) 326-5158 PH (209) 746-2661
FAX (50.9j 328-04E3 FAX ((208) 746-B825
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C/V/L E/VG/NEERS ~ LAJVL~O SURVEYOF3S Inspector's Da1ly ~~~ort
~
1220 N. HOWARO STREFr 701 THAIN ROAO
SPOKANE. WA 99207 • LEWJSTON, !O 83907
i ( PN (509) 928-5139 PN (208) 746-2661
I FRX (50.9) 328-0423 FAX ((FQS) 746-6R2S ~
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l 7ob No.: Li-? e-f 3-0 ~ Weather:
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C/V/L ENGlii/LERS Q~ LANL~I SUR`/EYORS jnspe~~or's juaily R.eport
y220 M. /fOWARO STREET 10Y THAlN ROAD ~
SPpKANE, WA 99207 L.F►NlSTpN, 10 835oT
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f'N (SOB) 328-5199 PH (208) 746-2661
~ F.4X (.ri0..9) 328-0483 PAX ((2Of1) 74B-B825
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C/VIL EIVGlNEHRS ~ LA/i/o SL.lF3t/AEYORS Inspectog''S Dally ~~~ort
~
' Y2P0 N. HOWARO STRE~T 707 774AJN ROAO
~ SPOKsiNE, WA 99201 LEWIST4N, !O 83.507 • • ~
PH (509J 928-5~38 PN (:_"OB) 746-26E31 - _ ~
~ FAX (50.9) 328-0423 Fi4X ((208) 746-6B25
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C/V/L ~1VGlNEERS ~ LA/VL7 SURv..=- YORS Inspector's 11y'aily ~~~ort
72"N HOWAAO 5 7REFT Y07 THA1N ROAO
' SPOKANE, WA 99201 • LEW/STON, !O 63507
~ PH (509) 3.?8-5139 PH (208) 746-2661
FAX (SQ9) 328-0423 FAX ((208) 746-6825
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ClVIL ENGi/V,=f?S ~ L..4i!!L) SURVEYORS
Inspector's Daily Report
' >220 N. NOWARO STREET y0Y TWA/N RQAO
~ SPOKi1N-W, WA 89207 LEWlSTpN. /O 83507 _
PH (509) 328-5139 PH (208) 7462661
I F.4X (5Q9) 956-04Q3 FAX ((209) 746-8825
Pr
~ ~ oject. ~ Date:
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Job No.: 110~9 :so Weather: (Ji r-~
Contractor: Vlsitors:
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~ Contractor EquiPment Present:
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C/VIL E9VG/1V~E/4S 0 LA/VL~O_SUF?V,,=._YORS j~~~~~~or's 'Da$ly I~~~ort
,
!22I N. HOWARO STREET 701 THAlN ROAD
- SPOKANE WA -99207 LEWIS7"0N, !O 83501
PH (509) St28-5~99 PH (208) 746-26E1
' F.4X (5Q9) 3E8-04E3 F.4X (C208I 746-6825
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Job No.: Weather: cAxa'"p-,/ A~A-~-S
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L.4iilLDO SURVEY'O'c'S
Compaction Test ~~~ort
12E0 N. HOWARO 3TREET 101 TNA/N RC/SD
SPOKANE, WA "Q-01 L6WfSTpN, /D 83.,01'
Pt/ (609) 3?.8-5139 PN (20$J 746-2667
~ FAX (Sd.9) 328-OQP3 FRX ((208) 74B-B825
- ' .d. Z.rt..►~s`~f'~+sja='~r• ~a~' `:~l' •~aY~~ ~ ~ W"`S'~ Project: - " s Date: , •
Location: Inspector: ~
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Contractor Equipment Present: .
~ Gauge: ~ Model: Standard Densiry Count: Standard AToisture Count:
~
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Test Below Moisture Dry Density (pcf) Check One
No. Test Location FSG *Material
Opt. Test Max. Corr. Test % Max Pass Fail ~ r
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~~~w=+~"'vsg~"ts.~°r„e ~,,2 ~~''icnC,~mov r ~ ~~F~~ ~r~^'`~o~' ~ ~,•f ~ :~~'~~y'~'2., A.
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12P0 N_ f~lOWARO STREET YO> THA/N RQAO
SPWCAN_~, WA 68=7 LEWISTON. !O B,-x507
PH (4909) S28-5158 PH (ZGtBJ 746-2651 '
~ FAX (5Q9) 328-0423 FAX 4(208) 74B-H&2_6
L
7 Project: Date: C)
Location: Inspector:
~ - Job No.: Weather:
Contractor: Visitors: ~
` ~
Contracior Workforce PresenG
Contractor Equipment Present:
~
Gauge: Model: Standard Density Counr. Standard Moisture Counr.
' Test $clow Tvlois=e(4'0) Dry Density (pcf) Check One
~ No. Test Loca[ion FSG *Materia]
Opt. Test Max. Con. Test g'o Max Pass Fai!
^ ~4 • 4~ 2 .
Mi••
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~*Material ID: S=Subgrade, B=Base Aggregate, A=Asphalt Concrete Pa nt t ~
J Summary of Daily Activities:
k4,y
~
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~ UNtNiN SCHESEN KORYNTA HUETTL, iNC. . ARCHI7EC7U^- o ENGINEER1NG • LAiVD SURVEYING a PLANldIVG
USI<H.
~ .
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~ DATE 10/9/03 JOB NO. 788000
FIELD REPORT :
Thursday
~ PROJECT SUMMERFIELD 5T" ADDITION ~
LOCATION Queen & Calvin @ Sullivan & Weilesley CONTRACTOR Eller Construction, lnc.
,
~ TO Lisa Frey & Jeff Logan WEATHER TEMP ° AT AN1 •
Cool Cloudy, Partly sunny
4 1220 North Howard 65} ° AT PM
Spokane, Washington 99201 AT SITE Russ Eller on-site-Helped with repair
, Manpower EQUipment
1-4/m Mr. Jim Wrinkler 2-PU
1-oper 1-Cat 303 sm rubber-track hoe
2-laborer 1-service truck
1-compressor
_ 10:30 Lv other project 1-Trench Shield
11:14 on-site Summerfield 5tn
Between Sewer MH #5 & MH #6 Station 14+90.4
Mainline exposed and removed. Broken wye to South exposed also. Service to left heading West.
Crew broke for lunch. Hole width 10' by 5.2'. Depth to top of pipe - 7.7feet. .
~ Crew greased all gasketed fittings. Installed new tee and pipe. Installed tee to mark-line on pipe, checking tee to make
~ sure inserted to proper depth on pipe. Checked grade of 4" service lateral. At least a full bubble positive grade on 4"
~ service pipe. Called office, discussed flow-fill option. Allow contractor to proceed with his own backfill plans. County may
not permit use.
~ 2:00 +/-pm Chuck Eller showed up on-site. Assisted in putting mainline pipe together. Installed 10" mainline pipe with
V two couplers after service wye and 4.9 If of 10" pipe. Crew marked pipe to affirm proper centering of both couplings.
£ 3:15 pm All pipe had positive grade prior to bacfcfill except flat to 1/16 bubble reverse on upstream pipe. Pipe was
I~ undermined slightly to depress pipe towards positive grade. All 10" pipe soundly bedded with J-bar to make sure bedding
~
- properiy seated under pipe.
~
3:48 Rolling trench with sheep's foot roller. Approximately 1.5 feet of bedding material placed over pipe, leveled and then a
foot and a half of stock-pile gravel. 4.3 feet first lift. 4.8 foot depth after compaction. Took compaction test. Obtained 95°/a
compaction. Leave site 4:30 pm
_ SIGNED hhartUng PAGE 1
COPIES TO
OF 1
I '
■ 2515 A Street • Anchorage, Alaska 99503 ❑ 3031 Clinton Dr., Ste. 200 • Juneau, Alaska 99801
Phone (907) 276-4245 9 Fax (907) 258-4653 Phone (907) 790-2901 : Fax (907) 790-3901
❑ 1830 Second Avenue • Fairbanks, Alaska 99701 ❑ 290 N. Willaw St. o Wasilla, Alasica 99654
Phone (907) 452-2128 s Fax (907) 452-4225 Phone (907) 376-7815 • Fax (907) 376-7819
I.V88000-Summerfield CansWctian Service5lRepflrts110.9.03Thursday.wpd Updated: 11119197
. ~
40a v'L USKH
r-AnvD s"R vJEyc~;PFrs
Compaction Test Report
1._20 N HOWARD 677TEEI 107 Tf-lA/N RG1AD
Spp/CANF- WA 98207 L6W1STDN. ID tT3507
PH (b09J 328-613H PH (208) 74Fr2SG1
FAX f509) sP8-0dE3 FRX C(206J 746-86?B
~
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Location:
Weather. ~ ~R..Y! ~ ~ f~~ ~
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Contractor: ulS1iOTS:
,
- Contractor Workforce Presenr.
~ - ~'~r~--~ ~ " ` • .
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Contractor Equipment Present: ~
, ~ ~ ~ .r~~-~;~-~.....'t.s~~. : ~-~~►a-~_ ,~c~t~d..~
- A--)~i~~ Model: Standard Density Count: 6 3 Standard Moisture Count:
Gauge:
~ Test Delow MoistureE(~'o) Dry Density (pcf) Check One
No. Test Location FSG *Material
Opt. Test Max. Corr. Test 9'o Max Pass Fail
; t
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Summary Daily Activities:
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' GEOTECHNIGAL ENOI►dEERINO 8 MATERIALS 7ESTINO
10020 East Knox Avenue, Suite 200, Spokane, WA 99206-4748
509 891-1904 ! Fax 549 891-2012
i Project Daily Report
~ Ms. Lisa Frey
USKH Engineering
-1220 N. Howard
- Spokane, WA 99201
Project Name: Summerfield St" Addition
Date: September 27, 2003
~ Clier~t No.: USKE~`1G
Project No.: S03006D
Daily No.: 2382
Permit No.:
~ Address: . Spokane, VVA
Inspection: Cylinder Pick Up
~ Personnel: Craig Knapp
~
Narrative: Strata made a site visit to obtain, de-mold, log and label compressive
~ strength concrete test cylinders, cast on September 26, 2003, for moist curing
~ - and testing. .
~ Sincerely,
- ~ STRATA, INC.
li
Rick Woodworth
Area Manager
~l
Distribution: KJT Investments, Inc. - Ken Tupper
L
~I
~ ~
J
~ ~
~ IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA
~
a -1 a
' CiEOTLCMNICAL ENOIN6ERING E MqTER1Al$ TESTING
10020 East Knox Avenue, Suite 200, Spakane, WA 99206A748
509 891-1904/ Fax 509 891-2012
~ Project Daily Report
Ms. Lisa Frey
' USKH Engineering
`--1220 N. Howard
- Spokane, WA 99201
Project Name: Sunamerfield 5th Addition
~ Date: September 26, 2003
- Client No.: USKENG
Project No.: 503006D
Daily No.: 15450
- Permit No.:
Address: Spokane, WA
Inspection: Concrete
~ Personnel: Cole Warrick
Narrative: Strata obtained sample of concrete from sidewalk along Olyxnpic Street (Mix
~ #306066, Truck #10, Ticket #151366). Sample obtained on west side of
. roadway. Strata will obtain cylinders tomorrow. Test results are as follows:
Slu.mp 4.5", Entrained Air 6.0%, Mix Temp. 72° and Air Temp. 52°. Wyatt
~ only wanted one (1) set of cylinders cast.
r_ Sincerely,
STRATA,INC.
l Rick Woodworth
- Area Manager
Distributioil: KJT Investments, Inc. - Ken Tupper
~
~
~
~
~
.
,
~
~ IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA
' n~ v~ "T C~ j"• ~ i;i
STRATA PROJECT DAILY REPORT -
Preliminary of ~
~ ' .
f Project: Client No:
roject Address: Project No:
- Jate: Permit No:
. _
Codes Project Time Mob Time Miles Per Diem Lodging
- From To Hours From To Hours B L D $
- ..,L
~
EQUIPMENT Nuke: Mobile Lab: Torque Wrench: Rebar Loc:
Other (describe): Weather: ( ! , ~ Approved Plans on Site: Yes No Date: Architect:
.
Type of TesUlnsp: "k
^ Deficiencies:
Action(s) Taken:
Results Reported to: of 'y~
of .
-J Narrative: ~ i f~=~~'~- i ,~d f; ~ f ~ e~~ ~-fr.~ P v~►c ~t-:..~. -~:~W..~.,
~ • t„J~ iC~~ ~.-d ~~'~~fl'A~ ✓ ~~~?i"~' y~
i ! ill~d'~~ ~ ft,~ ~ ~ ~ ~ ~e~ r'~ n . <~s ; • ~ i~ ~t3{ 1 (IL v i► ~S ! t`'~ ~✓f~1 y~tq~? ~ r.~,~ • ,s ~ ~J ~,fp
~ , ! } ~~a• i• +
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- ~ Sample Type Set No.
Mix No. 't-.J Slump Mix Temp, °F ( ` ~
~ Ticket No. % Air ~ ~ Total Yd'
Truck No. ~yr Temp.°F, Truck Yds ~?0- Z:.
.
Sample(s) Obtained: ~
Descriation Location
1. . Strata Representative.
2. Received Bv: ~
~ cIVIL ~~~//VjffjEjRs ~ LAJV0sv~~~YC~)fi3,S
Co~~~~t~~~ ~~s~ R~~~~-~
` 7220N_ htOWAR~ 3TREET 701 Ti~/A/N RQAO ~ r
\ SPCKANE, WA 99207 LEW/STON, IO 83507
~ PH (509) zt~ I3H PN
. X (509) 3S8-G~423 FAX ( )
P.4 ) 746-6825
II~ I
/ ~ . . _
~ 1'roject: Date: ig
~ ~ f
~ ~ l~ ~ Inspector:
Location:
e
Job No.: ~ 5 i's Weather:
~ t
I Contractor: t G~~~'~ ~,m. ;,°°~r~.` ~'~°';'z,...~t~..~..;~,...~~,~;,~,~•~.•..-~.,~ ~ ~..•L a~-~~,
Visitors:
Contractor Workforce Present: -IP-- A p
~
~
Contractor Equipment Present: ~ - I-co
c'~r~+.
II ' _ ,
-Gauge: Model: Standard Density Count: Standard Moisture Count:
Test Below Moisture (~'o) Dry Denslty (pc fl Check One
~ No. Tesc Locauon FSG *Material
Dr, U~ Opt. Test Max. Corr. Test ~'o Max Pass Fail
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*Material IID: S=Subgrade, B=Base Aggregate, A=Asphalt Concrete Paveinent
l ~ ' \ 1 ✓1 ` ~.~t, ~ Q ~ s'~ ti1~,,,, \ ~~i ` 9 P1
Summary of Daily Activities: r0 ;e I
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cIVeL Ejv40WHE7F?s ~ LAlw~) svF?eiH,$,-40F?s Com ~etion '~est Report
~
1220 N. HOWAfiD STR~ET 701 THAW RQ,40
SP'O1CiiNE. WA 9D201 LEWISTON. !M 835p7
1 PH (Sa9) =8-5138 PN (:.'GBJ 746-26EY
FfIX (50.9) 3-z8-0423 FAX (('_208) 748-6825
f a ~
X
Pro ject: Date: ~ ! Z (e j cl 3
Location: Inspector: L~ P'-''°-~
, Job No.. Weather:
I Contractor: ~`..~.~..,l~.. v r.~t''~ Visitors:
~
Contractor Workforce Present:
Contractor Equipment Present:
I
Gauge: Model: ~ Standard Density Count:2Z~t Standard Moisture Count:
~ Test Below Moisturc; (~'o) Dry Density (pcf) Chec.F One
No. Test Locauon FSG *Material
Opt. Corr. Test Max. Corr. Test % Max Pass Fail
_ , '~-t.~ u i•l~.J ~ t
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*Material ID: S=Subg;rade, B=Base Aggregate, A=Asphalt Concrete Pavement
~
; Summary of Daily Acavities: ~ •
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INSTALL CURB INLETS END OF.STREEi', I PROVEME
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ERGRQUND CABLE LQCAT14N ASSISTAN-CE
SfCAL.L BEFORE YQU DIG" `
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1-509-456-8000
,
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S~'R~►TA PROJEC~' I~A1L'~ REP0R~'
Preaimirary
of V
° . Project: J t:,r.rM f=J:'-. 1
Client No:
Project Address: u,J,: ~J~~; r~~~ • Project No:
~ Date: 57/4! Permit No:
- Codes Project Time Mob Time iiliiiies per Diem Lodging ~
From To Hours From To Hours ~ B L D $
EQUIPMENT Nuke: Mobile Lab: Torque Wrench: Rebar Loc:
Other (describe): ~ Weather: Jf
~
~
Approved Plans on Site: Yes No Date: Architect: ~
~ Type of Test/Insp: ~'0'-E,,
~ Deficiencies: t_
Action(s) Taken: ._'°44_4
r .
` Results Reported to: of
- ~ of
Narrative: _5
` " `-~r` ~t;.'~ ~ ! ~~t{:~'nd~; ~ . # ~C s,'.'~- • ~:-~e.~ j f ~ r'1 ~ iYil ;v-~ ~~rl ~~r, s;_-- r, ~
. , .
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Sample Type Set No.
Mix No. S1ump 'e
~ ' ~ iVlix Temp, °F ~ ;
~Ticket No. %o Air Total Yd"
Truck IVo. Ter7ipy,.-°F~~:,~ Truck Ydj N ? • ~ : ~
. :r
Sample(s) Obtained:
J jI, 7
^ Description Location . ~
1. . Strata Representative:
V Rarp1var1 Rv•
r~ .
• ~ . ~ i ' ' _ Q ' ' ' ' ~ , • Lo
~ ~ _....~r _ ~ ~ .r, ~~l =t.R =-~~~~Y' •.XL'i[~~ _w,
• ~ ~ - • •uii
" c' VeL EA14a1ivHAff)Rs 0 LA1VOsuF?VAff YCT~,s
Compaction Test Re ~o~-t
1T20 N_ HOWARO STREPT 707 TIYAIN ROAD
SP+OKANE. LVR 892p7 L6~Y/S7'97N. /O B3507 " .
i ~ FAX (~.9) 3~8-O~P3 FAX 74 ~ 1
!
-A i
Project: Date:
~
Location: ~
Inspector:
C-N-IQLcA-sPL - d-
Job No.: Weather:
Contractor:
c Visitors:
~ Contractor Workforce Present: ~ ~ ~ ~ ~ F~
~ . z~ C 1~~ ~ S~~-~ I-~
~ Contractor Equipment Present: ~ L 6 • 7 ~
L~ : b FJ Y~ F
Gau~e: Model: Standard Density Count: Z;X' Standard Moisture Count:
`J Test Below MoistLire (4'0) Dry Densiry (pcf) Check One
No. Texf Location FSG ' ~~Matenal
~~i «~,~p~ ~ °y,~~:~ Opt. Tcst Max. Corr. Test % Max Pass Ful
CZ'U i AJ - 163`V 1Z7~9 10 VS
~m Cc~ d► u Zq'ti'4, G ~
' I. ~
we;, CJA) ,;,:T 1\4 (91< G, & -7
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W)~U-L~A-s (7,~' ) 6,
~
~
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0 Lt)
~ *Material IID: S=Subgrade, B=Base Aggregate, A=Asphalt Concrete Pavement ~
i
L i~ i~:;,;
Summary of Daily Activities: - • • _ , , . ' '
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{ COV/L E1VG11VAff~ffd=?S ~ LArv0su~v~yo~s Compactflon ,,eSt "epo~°$
, 722s0 N_ HOWARO S7REET >Oy THAIN RQAp
SPQ/G4NE. 1NA 99207 L6WlS7-0N. JO 83507
PM (609) 325'v~138 PH (209) 746-2661 '
i f FAX (5Q9) 328-0423 FAX ((208) 746-6825
~I 5
I ' Project: Date:
1
Location: Inspector:
~55~~~
1 ~ Job No.: Weather: ~~..-~.•3~.--`~~_-... ~•~~.'--~s~
Contractor: F,-'( b Visitors:
~ -
~ Contractor Workforce Present:
, , .
~
1 i Contractor Equipment Present:
m
Gauge: Model: Standard Density Count: Standard Vloisture Count:
I I -
i
~-J Test Below Moisture (~'o) Dry Density (pcf) Check One
No. Test Location FSG *Material
~ Opt. Qarr. Test Max. CoiT. Test 4'o Max Pass Fail
~
o~oO- ~fa$~ ~e~~~~3'l~! ~ r ~ 4~~L~ g~a~~ ' •
v
g, 6 -7, k-,
3 9 t Z g~ ~ III
3
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- *Material ID: S=Subgrade, B=Base Aggregate, A=Asphalt Concrete Pavement
Summary of Daily Activities: .
r~, ~ • s? ~ i 7 . ~.'°~'_~-•-Sa.) .e`..~. t~`''~'=..~' ~-~-•s~"`°~""__~ Y-~~ \ 4. '"~t,~..~~~ ~
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, Compac~~on Test Report
. 18E0 N. HO!W/iRD 3TR~E1 701 THAfN ROAD
sFCXK1q1VH. w.4 sMvI c.EnrrsTanr. io a-WoT
~ PH (509) 328-5139 ~ 7746-2661
48-6825
FAX (5Q.9) 328-GA23
~ D
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Project. Date:
• I Locarion: Inspector.
- Job No.: Weather: - % ~
~
~ : K L✓+,;~`~-~{.p--a~
Contractor: g Visitors: ~
Contractor Worlcforce Present:
~
I
~~.~`~-~~o~ k.~-~~
Contractor Equipment Present: ~
Gauge: Model: Standard Density Count: 2, Standard Vioistu.re Count:
. r z°^~.q G\
Test Below Moisture (3"0) Dry Density (pcf) Check One
T1o. Tesc Locadon FSG ~A~ta~er~ial .
j,"~~ S ppc. -~orr Test Max. Con. Test % Max Pass Fail `
ND •~~~~G~" :4a--~ ~ ~J,~.~n ta~4 ~5~a~ i~i~►°~' 9~~r`~
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*IVlaterial ID: S=Subgrade, B=Base Aggregate, A=Asphalt Concrete Pavement • -}-v`~
,ls ~ ,~.~a. ( E ,,~,t"j • I
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' Summary of Daily Activities:
ry `
Yr~ ~ t;r~.~.~.,.~~_ :j ~~~i'~~--~-~~
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1220 N_ HOWARO 87RF~T' 701 THAlN ROAO p p
SF40KANF_ WA 90201 L.EW/STON, /O 83501
r--- PN (509) 328-51S9 qH Zag 746-2661 ,
i FRX (5Q9) 328-0423 FAX (('20B) 746-6d25
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Project: ~cJ rvt r~ A'~~ t E~..•~ Date: ~ d ! z~
Location: Inspector:
t
Job No.: Weather: r
►
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- Contractor Workforce Present: 1`4-2-- ~ • ~ o
~
Contractor Equipment Present: Lo
fl~~ 9-__S ~ V: - ~ ~ ~ . .
~
Gauge: IVfodel: Standard Densiry Count: Standard Moisture Count: ~ ~
Test Below Moisture (~'o) Dry Density (pc fl Check One
_ S No. Test Locadon FSG *Material
,r✓
U.'r~ OpL Tesl MaK. Corr. Test % Mac Pass Fail ~1/v~S
h~ti~~ [4-~ ~ J `r, f ~ ~~T~ ~~,G~_~ " -l-~ . f 4~- A (t ~ <
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~ { 1 a ~
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*Nlaterial ID: S=Subgrade, B=Base Aggregate, A=Asphalt Concrete Pavement
-
Summary of D,-uly Activities:
L f ; ..i & s--1--' c!'J_Lo t G'~~ i•~ ~ ~ ~r ~~-~~"y 1 ~ t
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( ~'w, 1 l F~. " ~ R i ~~n t~ t• '2 ~j. ~ ` ^ ~ ~ L.... • ` 4.~
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~ 12.E'O N. HOWARW STREST 70f THAJN RG►Ap Compactoon Test Repo
' SPOKANE, LVA 98207 LEWlSTOwC 1D 8.3501
.
PH (509) 328-5139 PH (108J 746-2661 ~
I FAK (509j 328-OCP3 FiQX !(208) 74"B25 •
%
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; - Project: Date:
Location: Inspector: Cn
1--~ Job No.: , Weather: ►,~,,`"~-~°,.+..r, ~
I ~ Contractor: V1S1tOTS: ~JQ P-L i,:F~-..~:~~.L~.d ~d'',~"ys`1"C-AS..y,dZr
~
Concractor Workforce Present:
-~--~fw-
~
. ~
_
Contractor Equipment Present:
~
Gau~e: Model: Standard Density CounE: Z-ZQ ~ Stand~u-d Moisture Count:
j Test $elow Moisture (4'0) Dry Density (pcfl Check One
~ No. Tesc Locaaon FSG *vTaterial
Opt. Corr. Test Max. Corr. Test 4'o Max Pass Fai]
f ~ Saa~ ~v ~ '~v~ t~, ~ t l1, S~ ~7~ P 7 ~ ~ ~ o-i
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*Material ID: S=Subgrade, B=Base Aggregate, A=Asphalt Concrete Pavement
Summary of Dail Activities: . •
~ D
~
~i i ,r,`r~~ lei,,, ~ f 4 ~ ~ Qa~;* ' ' ~ ~"Y~vs ~ Y ~ S ;.e~,.rt.~'9 1~.~`' k ~ V c;..,.:~"F`ti~.. E~~ 4...~•, ri's'~+'.*+-,~~ ~
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_ OEOTECHNICAL lNOINeEF11Np 6 MATEfilAl9 TESTINO rl A2
10020 Eest Knox Avenue, Swte 200, Spokene, WA 99206-4748
' . 509 891-1904 / Fax 509 891-2012
• ' v J'~j
~ ~ . Project Daily Report
Mr. Ken Tupper
KJT Investments, LLC
122 N. Raymond Road Spokane, WA 99206 ,7I Project Name: Summerfield 5`hAddition
' Date: August 28, 2003
Client No.: TUPKEN
Project No.: • S03006C
Daily No.: 15343
Permit No.:
' I Address:
Inspection: Obtained Sample
Personnel: Chris McKissin
is
Narrative: Obtained sample of asphaltic concrete from auger on paver of mix being
placed on Queen Street. Returned to laboratory.
l+
Sincerely,
STRATA, INC.
~
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, i Rick Woodworth
Area Manager
Distribution: USKH Engineering
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Comp-action Test Report
'7.°~..°O N. HOWARD STRHjEFI" 701 TNA11V ROAO
i- SpOKANF ti✓A g9207 LEW/STO/V. ID 8350J
~ PH (509) 328-513B PH ('1OB) 946-2661 '
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Gauge: - Modei: Standard Density Count: Standard Moisture Count:
2-17,
~ ~\J ~ Test Below ~ Ivioisture~(4'o) Dry Density (pcfl Check One~ p`~
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SPQKANE WA 90207 LEW/STpN, 7D 83507
PH (509) 9Z8-5199 PH (209) 746-2661
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SPOKLINE, WA 09201 LEW/STON, !D 8350T
PH (509) 326-5139 Pf-I (208) 746-2661
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~I Project: ~....t~ ~ Date:
V .
- ~ Location: Xnspecto-~r.: ~
~ Job No.: ~ ~t~'•,-.d Weather: kr\ 0 ~ =_~5'~✓`'~L;ut,~
Contracior: ~ "~q'~•2'`~',,,_""~~5= ' .
Visitors:
Contractor Workforce Present:
, .
Contractor Equipm nt Present: \ a=--~~"= ~ ~ t - ~v~r~.-.
~ 1 ~ i c. 3 - ~ ~c~~ ~'':~r ~ 1. ~=`-C~, \
~ . ~ ~ .
Gauge: ~ ModeL• Standard D ~ity Count: Standard Moisture Count:
f~'`", r;
~I Test ~~~-Lr~ Below Moisture (4'0) Dry T7ensiry (pc~ Check One
No. Test Location f-3C'f *Material '
Opt. Corr. Test M:ix. Coxr. Test 3'o Mac Pass Fail
j<~
14 P-J ;
T t~,~,~"z'=~`~sF lk ; Gi V .
y ~ ~ . _
e t ~ ~s • _r
(VV~
Z`?3 z ~ ~ F : • ~ - t ~a. ~ ~E~?,.
4~'
c. c.
k~,~ l ✓ ' t : ~ E t ; ~ ` ~ !f , ~ ;
~ ~7
'
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~
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v S
4-9 L'; W
I ~i ~ i~~ t M:,i' le: ^ 1Y6~14?, •'1 ~ ` ~ V f f! . / ~ ~ ~ ~ ~
v~ Material IOD: S=Subgrade, B=Base Ag~egate, A=Asphalt Concretc Pavemen,,~-L /40-
L
~ ? t.
- jUj 1-1 ``s ~ f I'
mmary: of baiTy t~cti
Suvities: .
,
cl
~ t-;• r ~_l, 1?~j~il n , \ % i.L t~" i
- ~•N'' l
-7 - . ~ ~ ~ : ` ; ~ ~ ; ~ t i
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~ cIviL AE1vC311V~~~~ ~ ~UF?vECom~action rTest' e~ort
~ o ~v_ raow~aRn sr~rM t-r
ra~ >ol rtr.aUv ftoAo
, - S~POKaNF_ WA DsuWs LEW/STQN, 10 sssor
PN (508) .t.t8-5199 py (2Qg) 7-46-2667 •
~ F/3X (SQ9) zJ28-04?3 FAX ((20f3J 748-6825
~
~
c
~ Projecr Date:
I ,
` Location: (e-o Inspector: M . .
,
~ - Job No.:
Weather:
, j 1
Contractor:
Visitors: -
'f Contractor Workforce Present:
~
I
- Contractor Equipme t Present: ~ ✓ ~ ( ~J r~ j ~ ~~^'~i_. ~
~,:v~ 1 k.Y~.•~,i~'"~~.~"J '~""~te` ~r ~ C~et J a ~ ~ r ~ ~ ~~✓ci!
Gauge: Model: Standard Density Count: Standard Moisture Count:
Test $elow Moisture (4'0) Dry Density (pcfl Check One
' No. Test Location ~ F5G *Material
Opt. Coi•r: Test M:ix. Corr. Test % Max Pass Fail
Q
2~
1' ^l
~ L t~` ' '
_ _ .
drQ
.
.
r-- • ,
~ j
I ~
,
*Material ID: S=Subgrade, B=Base Aggrcgate, A=Asphalt Concrete Pavemen[
~
S Summary of Daily Activities:
~ ~ ~-~f`~--'~ ~~`'s.J'`~.:a°'~-s ' !
.
CR
k~+L ~ •
~ .
f ,
I
i
i _
~ ~ ~ • _ ~-ffi ~ _ - _ _ - ~ , - ~
- ~ ~~~~~HE~j=?.s ~ ,~~~~,••~~c~~~
nr
4 r~aso. .aav~r~a,~a sa~,~r Compact
SPIp1{ANE, 1•.4 Su=Y [€LVf.S'~nf. f~ ~~ar
- P!`# i'709) ,.~'5~7:3l9 FX {''LL'J) 74[`r~`"~6] -
326-aG23 F}LY ({.208} 748-6825
~
PTOjeGt: ~'~'~'4' ~~~°#i•,.~"'~,~~~r-~ • ~e'".e ~ ; ,D3te:
Inspectaj-:
- Iob No.: VVenthef:
C071tFaCt4r: V1S1tOFS' _
'Contractor Workforce PIeseIIC: ~
_ J • - ,
Contracior EquzgmenC PresenC:
i
~ J Gauge: Modei: Stazrdard Density Count: Standard U'vistuFe Caunt:
~
'~est ~ ,~`'~~r~ Beluu+ Moist= (9`0) TJry DensitY (Pcf) Check One
Na. est Location ,
. FSfiT ~~vlatcrial - -
~g, ~ ~;~'r'_,LE.~~ ~`t ~ C4pr,_Tesf Niax. ~ Corr_ Test I ~'o imax Fass Fail
I'T~-~ °tv,L ~41 I 1, 3 1+cs-
C~. ~ ~ 1,~ ~ 1~. Y+~}. . ~f,d~~&~`d~ ~ac, ~ ~ _ ~ ~ , ~j '+.fd~ ~4 T I ~ ~ ~ ~ ~ ~ ~
~ ~ • cy
~4 E
~ ~-S-- P 6~~ ~YVD
~0 '0 4~T~~~go ~ *-'"q-p"
a : ~
~
. • ~ ~ + q + I ~
S=-Subgr'ade, 13=1Ba.5c Agaregate, A=;Asphalt Concrein P~qvement -
~r
_J Sumrnary of Daily Activitaes: =
~ ~ ~ N~ 1. ~ 3 ~ ~~4` ~ +G ` ~ '~l~
V\IN l4
- ~ A
~
~._q~ ~ •
~
J
~ .
_ ~ , . . -
- - - - _ - = - - , - . - - -
r
civIL EA/~1A`~HF?s ~LAivo suRv'ffYoa=?s Com~actflon Test Repo~'t
7220 N. HOWARO BTREET 70f THAlN ROAO
SPC7UC4NE, WA 9M°D1 L6WIS71QN, !O 83;f07
i F~ 328 6-04E3 ~~(''OB) 746,2661
I~ I (("10B) 74B-6825
Project: Date:
_ ~ A
` Location: Ynspector:
r 7ob No.: Weather:
Contractor: Visitors:
Contractor Workforce Present: 2-• ~ t-'~
4 ~
,
- . y
Contractor Equipment Present:
~
~ Gauge: Model: Standard Density Count: Standard Moisture Count:
Test Below Moish►re (R'o) Dry Density (pcfl Check One
No. Test Location .F~ *Material - ~ ~
Corr. Test Max. Corr. Test 9'o Max Pass Fail ~
10
~ -
. ~
&1C&,.ar .Z4 LCE ~ ~ 3 7 ~ ~ ~~b• ~ qoo •
4,) ~+r ~ ~ /
1
I ~1 1 ~0 7 J
~ ~ 1 r ~ 22
.
t~
z t7~11
~ ' v s. 1 ~ ~ f ~ t- .E9 J ! i l, „J t' -
i,- -61UIU ir`..~~ f 2-7¢ S Sf 6 i .
• . '~:'R'•~J t i_i!__ :Cd' ~I,.ck'fl~~e~'ir3~''t ~ ~ , ~C~../ 60 L ~,~'J~~' ~ ' ?+7~,~.,~
~ • ~+v .
c- tl .
V t ~ ~ -
-~:*Material-ID: S=Subgrade, B=Base Aggregate, A=Asplfailt Conerete Pavement ~
~4 U/
l
lo- . : :1~: 7 ~r~~I r~~i L'~ ~ S ~ t~, ~ ~
S ~ ~111 HCilvlt~ ~~?~5
~C/ ` ~ ''a'~ •r~~ 1 ~J~~ ~`1~ ~ 1 ~
~w T
I ~ 1 - ~ ~ ~,,,~u'~l`+~Y~`•~+3 ~c'~ ~4~: ~e~'~cp.'~\-... • ` ZeiS `b ,°0~ (i4~..rs~ t~
' f s
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~~+,~.~rtL-¢,~.~`~'•~'~~~4f... ~i~
n
~ . ~ .~~4~~ L ~r ~ ~ ~.E~~~ ~ p ie• i ~ ~ i° t~..: t~v~ ~ .
t,4 w ° ~ ~ ~v'~-~ C? F~
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~ GEL77V-CHNICRE ENi31NEEAlhli3 & MA'S'ER1,4L5 TESTIhfi3
70020 East I[nox Avenue, Suite 240, Spokane. WA 99206-4748
509 891-19041 Fax 509 891-2012
Pr4ject Da1ly ~eport
~ Ms. L,isa Frey
USKH Engineering
~ 1220 N. Howard
~ Spakane, WA 991-01 .
~ Project Name: Summezfaetd 5th Addition
Date: August 16, 2003
Client No.: USKENG
_JProject No.: S03006D
Daily No.: 15 314
Perm;i,t No.:
-Address: - Spakane, WA
~ Inspeotian. Cylinder Pick Up
Personne1: Craig K-naFF
I -
~ Naxrative; Strata made asite visit to vbtain, de-moldy 1og and label carnpressive
s~~rength concrete test cylsnders, cast August 15, 2003, for moistule curing
- and lab testing.
' - - Sincere1y,
STR-ATA, IN'C.
- r
- Ri,ck Woadwarth _ J Axea Manager
Distribution: KJT Investments, Inc. - Ken Tu,pper
~
~
~
~
~
. IaAHO - V3lA5HINGTQN • OREGON WYDN11NG - MONTANA • ITAM • NEVADA
. , . - . .
caveL AffrvG11vjEjEe?s ~ LA)vO sU1=IvJENY0"oFas ~'e~~ ~e~'t
• pactfl~~ po
1220 N. HOWARO STREL~T 70y THA!/V ROAO Com
- - SPOIG4HZ wA 89OM LEW/STON, ID 83501
' PH (509) 928-5139 PN (208) 746N2661
Fi4X (5Q9J 328-Q423 FAX !(2QB) 746-88-5
~r ~ J ~ ' •
I Pro ject: ~ u Y r
Date:
~ Location: r.nspector:
7ob No.: Weatlier:
-
i
~ Contractor: A Visitors: ~ ~
Contractor Workforce Present:
7
+5.. ' ~ ..a ~ s°.~ ~ ~fi ~ ~
Con[ractor Equipment Present: ~ 1-`~
r
Gauge: Model: 3 ~ Standard Density Count: Standard Moisture Count:
: Test Below Moisture (4'0) Dry Density (pc fl Check One .7 Zg~~
- ~ No. T,fes/t'~i.~ FSG; AVlaterial
' • • ' J 1 r r "r i t,~~~ ^ ~ 1 I i~
. S~~ c~j "~C~~~ ~1;~d;~.~+~t ~.40pt. C-r3r"r'~ Test Max. Corr. Test %Mvc Pass Fail
~
, t
f • ~ ~ .:~~u.;..~-~3 ~ ~t~~'~ ~ ~ e~ ~>,c ~~r1
. - ' :;~x ,e, , c~• , E.E~ ~ n ~ :r..-
~'l.}~-'~"
. .
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,
7~ ~ L' .
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Ip~ ~ `1
^ ~ ~ ~-31~ ~ ~ ~ ~ ` ` ~ ~ ~ ~ I ~ o ~ ~ 7 ~ ~ ~ `-~e~
' ~ ~
~r~.1~i,~. Q' • ~1 Ili~ /Oi7 ~ t~~ bf 2
. ~ . ~o ~
~*Materlal ID: S=Subgrade, B=Base Aggregate, A=Asphalt Concrete Pavement
Summary of Dail)~Accivities:
A
ji~~Tv ~~'"~'~1 ~ ; ti i~~~- ~Ai(~.'~~`~ ~-~~3~•I`•5:1'~t..sa .v:~✓~-.-~~.~•~~~ _ ~~.C)-~'~' ~./`.~.--q~'.:°i_.a
4~ I' t•
;`~^-~.•~j`'- Ua
-•.d `.,°y.."~-'`~'~~.e~.a~ ! `iJ~r~.P.V`-~L-i S t. LA
t1~~C 'Q~ ~i ~ 1.'1"' ~ G' Ct... ~ ~ CI ~ L~ ~~'•t9' T`~--v~ L('~ ~ t~}- 5 V\_1.~,,, ~
~T, 5 ~~/i ~✓L~ ~~.Z•~-`.~0.~/~~~j •t~f~.~~'C~r-~.~Z~ ~t ~"~-i~ r ~ ~ i ~ ~ ~ ~ ~ .
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r~ (
,
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•
4
i ~
s ~~~~~g~' 9 ~ ~ ~ ~
GEOTECHNICAL ENOItJEERINCi b MATERIAI.S 7E5YING ~
10020 East Knox Avenue, Suite 200, Spokane, WA 99206-4748
J; 509 891-1904 / Fax 569 891-2012
Project Daily Report ~ Ms. Lisa Frey
~ USKH Engineering -
1220 N. Howard
Spokane, WA 99201
Project Name: Summerfield 5t' Addition
Date: August 15, 2003
Client No.: USKENG
~ Project No.: S03006D
Daily No.: 15234
Permit No.:
- Address: Spokane, WA
. Inspection: Concrete
Personnel: Cole Warrick
Narrative: Strata obtained sample of concrete (Mix #321115, Truck # 10, Ticket
#227251) from first truck along north curb line on Queens Street. Four (4)
- concrete cylinders were cast and concrete was tested for air content,
temperature and slump with the following results: Slump 0.25", Entrained
j Air 6.0%, Mix Temp. 75° and Air Temp. 68°.
~ Strata will return tomorrow and obtain samples.
4 Sincerely,
~ STR.ATA, INC.
R.ick Woodworth
Area Manager
Distribution: KJT Investments, Inc. - Ken Tupper
~
l
~
,
, , .
I l
i
IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA
U a ^ -
;
CBV/L AEA/G/iVAEE/=?S ~ 'LAA'o svF?v~yc:)Rs Compaction TestReport
i?20 N. HOWARO 6771EF7" >DY 77-fA1N ROAO
- SP'OKLINE, WA 982p7 LEW/STQN, /D 8=07
PH (509) _qZ6-5198 PH ("'DiBJ 746-266~
F.4X (SQ9) 3F8-OsCIc3 FAX ((208) 74B-6025
~ .
^ n
~ Froject: r^.~f'"e Date: 5 / (4 /o3
~
. , Location' f?-o+~---- Inspector: V !/~,•~-t:~ ~
~ Job~No.: Duo Weather:
~ - ~ Contractor: ~ if l~'?~._.-~..:~~..~~
V isitors:
~
~
~ Contractor Workforce Pr,esent: J 'U '
`
~ Contractor Equipment Present: •
Gauge: 1~Iodel: Standard Densi'ty Count: St~~ndard Moisture Count: b~'~~
~ Test Below tiloisture (4'0) Dry Density (pcf) Check One
No: Test,=Loc on FSG *Material
S-~~ k;,- `Corr. Test Vlax. Corr. Test % Max Pass Fail
_ ~ , • ,:ST'~;~,,:~:~~ a„n a ~a „e,,~;
14- ~ ~ _'t ~E~r~~% Yl` , ~ ~ 1~~~~ ~t ~ .
- ~ •
. ! j D' ~ i' j ~'ti.}~,~~1 ti ( ~ ~ i ~ ~ ~ ~ I ~ 6 ~ ► ` I.~`li Z ) z~`Q, ~ .
~ I Y, ~"'r. ~ t"~ , ~l ~ + "'FJ..~ t ` ~ e ~ ~ ~ 1 . t o 1 L)51 Li
_ f~.~ , i , . , f , ~
~ ~r~: ~ ~ , ~ t1~,1 t'~_, ~ ~ t~~'p t~+ . ~ ~ / ~ ~ ~ r '
-J . _ . ~ ~ ' ' ~ ~ ~ ^ ¢~~j ~ ~
tF 139.3 1c~
1 f " , ~
~ ~ ~ ` : _ , • S ' ~ I`~. E ~ ► ~ ~ t.~ ~ , ~ ~ ~ ~2~ ~ ~ Z , ~
c~t ~ " 1 t L-(
-7-i~: Z, -7, ~ ? ~t)~ `Q Z:~ ~ • l Zq.~ R3r ~ ~ - ~
• ' , ' *Material:ID:,,S=Subgrade,_B=base Aggregate, A=flsphal~~oncrete 1'lvement
, • • ' .
: ~ qq~ , • ~ N , } rt ~ ~ 1 l ~ ~~~f ~ ~ f~ ~ ' C,
` _ ~ 0 f lT . , ~ T V
g t3 ~ ~ ~ ~ ~
~ S.mm~~ ~ ~o `I~ail~ Acti~ties~~ 3
t-u..~"vzLt N r
~
~
~ ` ~~1,'' `L--C 1 ~t--t• ~Y1, ~ ~,~j ':"JT.~ ~4.~~~'~'t--~ -7~"`tS ^~7 " "''-~"t'...~.~ V ~1..]""'`~'`'f a
- C111 ~'~a~s~~,'~ ~ ~ ~-t C ~ i~.:~-~'f~_ l..~.~e~-~,.~ ` L iU ~ iZ~ ' ~-~.~'a°'~•1
• . C~eV^'-/ _15 1_3
~ d-C _ ,+~6 L~ ~ ~C..`~9'--~'S4-~~ "~±~v~ ~°T-~`~~'~s_ g~`,.d~ t 7CY ~ ~'~i~ ~---E.esp • -
` ~~-1~~~1'`~~~~. f' ~ ~~'t*.~s `6
c- r~` i G ~
~
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,
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~
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~r` ~ i~ f✓`/~ ~~-.U~~. ~ i~C v t:
~ - -
" -•-1 7
~ ,k ~in..'.s f..~-i ' . •
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- f:: ~ 'ti; t .
I~
Cli/IL E1!lG1110~~~~ ~ LAniO svF?VHYOF?s
Y220 N ~~~~~~~g~~ ~est ~e~o~'~
. HOWAAO STF?EE7' 701 Tfi.4/N RQAp .
~ SPOKANE, WA 69207 LEW/S7'i7N. /O 8350T
I FH 3285-ed23 ~C20BJ 746266 1
(C") 74e-ea25
• .
~
I Project: Date:
~ Location: Inspector:
Job No.: Weather:
L'.~.i•.f
Contractor: Visitors:
~ n {1.
r Contractor Workforce Present: t• v~`~~~~""'-r'''~"~
.
. E
- Contractor Equipment Present:
-y--
_;,.i.
, (
Gauge: ~ `n ~ Model: Standard I?ensiry Count: -7 % p f Stanffird Moisture Count:
}
Test $elow j~QQt;~{ ~y~~.~Q Moisture (4'0) Dry Dcnsity (pcf) Check One
No_ Test Location -f-SG *TvIateria) ,I
-Corr. Test Max. Corr. Test % Max Pass Fail
C4;b I t ~ ~
7 f I~ 3
qS-% I
~ 13~~~
~*Material ID: S=Subgrade, B=Base Aggregate, A=Asphalt Concrete Pavement
Z 2 J ~ ~ e~
' d~ ~~-~`•-~''0~:. ~9'~,--~'i~+-~1 ~'r,. ~.i.~~jG•-•~ ,?~/r r}`' ~ ~ =~'"r~
- Summary of Daily Activicies: ~ .
j~ . ,i ~r~ •Z. .~'L f, ' i t ~ ~ e 71_ .f t\ ~ i ~ 1 ~ ~ ~ . ~ t- _..'y-''~J
4c...N~
! _ r~1 ti~^.- r ~-r„ ~ 5'; 4' t~'~.F , i C~ ~-y 'f,~ ~ ~ ~+~L9 r ~ 'J f
1 16 : S~ ~ ~ '~1._ :1 ~ ~ r- ~-~:d .`~1 ~"~,~J~ . eDS ~~~.~L~-:Ije~~.i 4~ n e'~✓
s
1 ~ 64
~ ~
~
!
~ .
- - "
_
. •
_ civoL Ejv40sivE7ERS ~LAivLDO suRVEYORS Compaction ~'est I~epo~'t
;
12P0 N_ HOWARO 6TREFr >OY THAW RQSiO
~ • SAOKANE WA 8~."f07 Lb'LNlSTON, 10 83507
PH (S09) 328-6139 PH (20tB) 746-2661
F.vX (5oe) 32e-0423 Fsvr CC208I 74s-eR25
-1
.
~r~-o.lect: ~
Date: ~
Location: Inspector:
, Job No.: ~ c~~- ~ Weather: ~ .
~ - Contractor:
. V isitors:
Contractor Workforce Present:
<
Contractor Equipment Present:
Gauae: Model: Standard Density Count: Standard iVloisture Count:
~ Tcs[ Below Moisture (~'o) Dry Density (pcfl Check One
_
No. Test Location _-F~' *Ma[erial ~
_ p ~ (QI L 5TbLo o'y~p G~+ Corr. Test Max. Con. Test % Max Pass Fail ~
~1-,.. 1:b-t35,3 1?-s~So_~tC S~ ;L ~e~ 3,~~ 13~ -101z
"7 ~.15-~-6~► a lZ-1'Ro Sc. ~'f$•Z P-,/
I • ~l`"1:~_~1~1' ~?it ~o~~- ~1 ~~lC~•''{~~'~~►5/ <I
~ a~j'3 ;~_~~'r~.';50 .ly ~ Qa IL ~ 7 Z4 + 3 ~ ~ IJ O { i I i I/r
~ i ~ ' ~
L e-4 i 127,) Q .
• ,'~a'..
S6 kx.wo_'~_--i t f~ /d~ -
~P ~ tG/Y • l •~••~rl-,~
A€_t
a~~:; • ti~ I ~r.~ ~ ! ~~-'r''':,it_'r t,. .,r s .~sa ~ i I r. J 1 ~1 F .
- - ~•.i._~. •L1 i ~ ( ~ ~'a~ : ~ j ~ r ~ ~ ~ , ~ _ ,..f.~ p
M ` • .
7e S 9 ! l
1°',~~~'..~~ ~.t~~ i! •~c~ w~.e^~
)`t'aq )f1ts ~ ~
~*1~1~1aterial,'ID: S=Subgrade, B=Base Aggregate, A=Asphral[ Concrete Pavement ~
~7~ ~ezr-,5 Vr
~
.r,. . ..Suinmarof~7a~Activi~'~ ._..s~-e e` ~ t~ ✓
t ~ `~sz~_..~-~~ ~ ~ ~ ~ a ~ 1 f.'.~►~. `~-~.,~~o.. a.;.,.~~.~- ~r~~ ~ ~
• _ ,
_ •a,~.. ~~r".~''~s,.>,}a _ ..s, ~ . aa ~ i• ~ ~ ~ _ - } ~ ~ ~
4.:
l. . ~..G~r~..d~f~ v' ` ` ~,~''~Ji. d.. , ``C) Y~i ►~~.'`~,~..~'~~i"~bo t~dsj-~~~ ~~a,,,~m~ ~ W'Vl./'~ " ~~y~~~ .
• ` `
s~ ` ~ - • ~ Q ~ -
11:5 f
1-\_ k~~ . ~._k -zi 12 1 -2-o-o
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~
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. ' • . ~ •i - . ~,l•. : ~ • , . . , , , . .
; ,ti . . . ~ • . ~ ' . ~ ' . . .
' ~ ~~~1ilti~~:t`tiitit~'~i1i;~~L:~i11.: ' . a • ' <~~~~'1~~~i.~•.
f'~ 1 ~ ~~SM
~ ~ - 7- ~
C/VIL E1VG11VEEf7S ~ LANro SU140%EYOF?S Compaction T~~~ ort
12P0 N. HOWRRM 87HEET 101 THAlN RQAD ~
SP'OKANE, WA 59.201 LSW/STON, !D 83507
j PH (S09) =$-5139 ^ PH (208J 74&2681
F.~ ~sav~ s2e~a~2s F.ox C(2oa) 7-4e-e82s
Project: Date: J ~~l C~
i . ~ _
Location: Inspector: ~ 1 Y 7..,11~...
7,f
Job No.: Weather: ,
.
Contractor: C~-, ~k44Ule Visitors: ~ C• C,
r ~ Contractor Workforce Present: ~~~~~`'ti~ ~ ~ ~_...e~- 1l.~~~~~
~ . ~ Contractor Equipment Present: gop•
. ~
~3-•~ t~ ~4 ~ ~ ;,a, ~ ~
Gauge: . Model: Stlndard Density Count: Standazd Moisture Count. .
Z$/Q3
Test Bclow Moistwe (g'o) Dry Density (pcfl Chcck One (~~~d-t~,,-,
No. . Tesr-Lm~ n FSGf *i1~tcr,ra1
~~Opt. Cron""~' ~y
y3 Test Max. Corr. Test R'o M~.~c Pass Fail
` . . , ~ :t • " :i~~ ~ ~ ~ 9s
m
5~ ~ Y
~A b Z,3~
L 5-3 7, c~ • I 35-- 7, Z .
~.~14, zD c~~•~.~ '
~
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t 3 vj~-
11, 7 f di7 -ZLO/Z Q&.~; I` b1, 0°2
<
_ • : ~~1.~4 Ij~t~
. •.a ~c .
.~.~~`MaCeriaT ID: S=Subgrade, B=Base Aggregate, A=Asphalt Concrete Pavement
I ' •
- - Suinmary of Dail~Activities:
~Q
~I ~ , ~ t ! A y ~1 ~W ~ r~,
; . ~'~.9 v, "'.J~~.*v ~'i -~.t.'~s _ ~4.` 6'~UlZ. ~'Cr•CJ~1r-~.(~°.Crt~° ~~i~• ,~'.(5~-u~--~ . ~"~1d-~h_.-~ , l.h~--s(^1--s..q
~°`~~.~.v<.~.. ~i1 U.~,VZ/~-~1 t~ C~h.~lu-~.j , ° ~~~Y~.~~i~.~-i 51 ~ L fi 'i"~=`1~(..►` ~ :
,
~~''~il., ~11 &-Y\
-
2 C)
~
'C.a-+ti1~-t--v~
,
_ ~ .
~ .
~~l ,~~,k• S yr `F' ' ~ ~'1' ~.'L•. '
- . ~ :i
~ C/V/L Ef~/G/NE~F 4S ~ I~IV~ SU~9/EYOl4S
~ ''est Report
Y2QD /~L HOWARO S7REFr 70Y THA/NROAO Compac~.on
j sPOx.wF- w.a 69207 4ES.visTOw. io ssso:
~ PH (508) 325-5199 PH (208) 746-2661
FRX (SQ9) 328-OQ23 FAX ((lOB) 74B-B826
' N
' rJ ,l (4! o~ H;6(Qw4s, 4M-,u~4
Project_t~Date: ocatian: ~ ~8-c.~'~ ~d.t~Yt~ V~
.L - ~
. ~ Inspec[or:
~ Job ~No.: Weather:
~
~
- ~Concractor:~ Visitors: . ~
~
1
Contractor Workforce Present: ~ 40,
` ~ .
~y Contractor Equipment Present:
~ Gauae:. Model: Stlndard Density Count: Standard i~Ioisture Count: ~
i - b . . t . , . . .
f t ~
Te;st [-l41~ Below Moisture Dry Density (pcf) Check One
; No: _ • TeY~ L:oc on FSG '~Matenial ~ , ~ a ~
, ~ . ' ~ -~~j'~~°;=`• ~ -EoiY: Test Max. Corr. Test % ylax P\ss Fflil
3
il tq
I ~ : •~~I~.~-i~~,1 - t L „~D.P ~'t E'i ~i~ ~ ~v • Cj Ll ~ ~t~ d`~ 1 ~ ~ , - -
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,
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• _ • ~ . , .
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. 1
, < r-
• *M~ teri11.ID' •S=Subgrndea.B=$ase Aggregate, A=Asphaly~oncrete Pavement
- • f . .
;y~- .~C~c!~ ~Jy t ~C' l ~ 0~ ,-~j . ~ .
~ ~ • '9 ~
i 3 ~ ~
Acti'vtiti.
~ ~ - Summ' .o'~:D'a es:(.
'
,~j`~ly'• ~i~ ~'a~ ~-~...1~"L~,;f-f9~L-C~ t-L.)~~`-~ ~~~`g-T~''~~~.'' ~ .~nn- ' .
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VA- k-~'.wz- .
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. ~_z . ._~....-..a.-.,.. _ _ . . . . _ . - _
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~~-'~•`}i ~ ~r+:~, ~i~ ~ ~~:~._7i!_~:~::
I
LA/Vo SURd/EYOf?S actioIR Te5t Repy Ol't
" 1J20 N. HOWARO S7REE7' 701 THAJN Rl7A0 ~ Y
SPOK/iNE, WA 90207 L6W/STON, 10 MS07
F.4X ~J 325-5139 ~~(2~B) 74('r2661
I, ((208) 74B-B825
)
~
~ Project: Date: ~a4,,~,.~'.~,~•
`J Location: inspector: `
.
7ob No.: Weather:
Contractor:
Visitors:
`~g.~. l i ~PiG~.,~/' ~^..~s"~-~•~,
< ~ - ~l
Contrzctor Worl~orce Present:
~ 42
. Contractor Equipment Present: ~ ' c~~~ 11)
r r
; " ~C~''x~.~c'~~~'"'i~- ~ \(~•C.~.?~ ~10 • ~ L-c~~~✓_,~ '1''~,~ l
~ O
Gauge: ~ ~ ~ •n-'~ - Model: Standard Density Count: Stanc~ard 1kloismre Count: ✓G ~ ~'-t'~~..s
~ - ,
; - Test Below ~QC.~ Moisture (~o) Dry Density (pc~ Check One
No. Test Location ~3P *Ivlateria;~-
~;.E~~gC Corr. Test Max. Corr. Test % Max Pass Fai1
-7 -~-G ' sa. ° ~ t ~ ~ Z ~ C~-• ~ 3 ~ ~ C~~ ~ ~ ~ , ~ ~
. ~ ~ - z -I~ , ~-s~ ` , ~ J, , ~.o ~
~ , .
9&.~~ ~
;_11 3 0 l - , t
c~ 13~~~ k I
r cf../v W ~ 1L~ ~ ~v !ry~ ~ L ~
- ' ~
~ . -
1
*Material ID: S=Subgrade, B=Base Aggregate, A=Asphal[ Concrete Pavement
-
,
`y,
:~'eo~^~'
Summary of Daily Activicies:
~r\'~ r"~.. ~►.~v~, ~ ~ ~ ' ~ ;~'--~_~..L._.:~~.~._.
~ i 'j\ t^. t 7 ~ ~ ~ c/~ p~ ~ ~ ~
~l ) . ,.~-•~'i . t.i.~.~^ ~TJ-i...~'L~•~% ~ C _ l-% f ~ =...-~Y?_
E f'°_ c~ _ F~~~._~:...=~"r~ •t_~ i l~a'r 1(T y~ i~ ~^_;,•f r-. I~C_~
r ` ~ ~ • : 1 ~
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!
1 0
4 ~ E
~ 'I ~ 6~ °~`~3 ~r ~ ~~.:~~-..r~•'~,~.~ IMb aNi- C-1v ~ Ga~,~~~~~'~
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-
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L-AMD Sr.~~~~YC:))RS Compaction Test Report
r~o nr. ~,rovv.as~a sr~~r r07 7"ArMAcann
$)=p1G41YfE. WA I92197 LEWf$?`¢N, ILT $.~~p7
I ' F~) ~ ~-crd2.~ x ~~a; 74~2ssi
(P-M) 74e-6825
~ C:n ~ .
~ Project: Date:
- Location; ~ `ti- f!"°f~'~~• "1 ~ . I i"i. `~~~~e',y' '-'4'-`■--~'"'F
¢ 1275peCtOT:
- JDb N0.: C~ ~t ~ i~ ° il „ f a ~ 4^;....
. -a
contractor: Visitors:
- ContracCar Workfarce Present:
_ Contractar Equipment Present:
Caugc: IVIodei: Stind:ird T)ensity CoUnt: Standard Moisture Count:
~ i
~est Below Mvisture (~o) Y]ry T}e,nsity (pct) Check One
No. '~,'est Laca~an ~~-*1vlaterial. ~
_~r ;;°r• f
~ Nlax. Cai-r. ~est 9'a ?1~Iax Pass ~'aii i
~-7pt- Test
T+~~~ E
v "_J/
e ,
Y a3
i
- +4` ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~i ~ ~ ~ ~ ~ i ~ ~ ~ ~ • ~
;
~x;_ • ~ ~t. , ~ ~
~ 6 I E
~1.s ~ ~l
, • & ~ J { _ ~ ~ ,
*'Material ID: Sz-Subgrade, B=Sase Agggegate, A=rlsphalt Concrete Pavement
.
Summary of Darly Activities:
~
~
Z+
IY [ I Sv 6 L.. N
aa~/ a7L a ~u ' ~ u ~ ~ J oL WS ~
clVIL EIae~~~~Hf?s "rQ-u2' L-AIVO sUF?vff Yov3s Co~~~~~~~n T~~t lle o~'t
1220 N. HOWARO STREET 101 TNA/N RO,AD ~
SPOKANE, WA 982D1 ' LEW1STQN, /O 83301
~ PH (608) 328-5199 PH (208) 746-2661
F/iX (509) 328-0G23 FAX ((208) 748-6825
.
~ ~ 1 !
V
Project: `-Wr- Date:
f
Location: ~ ~=,.~t,=,.~-,?.~'-"~ _,Inspector: ~i~. ~~~"o`~''
. ~
Job No.:
Weather:
Contractor: ~ ~ - ~ n ~ ~-t l ~
Visitors:
Contractor Workforce Present:
_ Concracror Equipment Present: } ~ ~ ~ e
~
~ ~ ~ ,
Gauge: Ntodel: Standard Density Count: Standard Moisture Count:
~ ' .
~ Test Below Moisture (~o) Dry Densiry (pcfl Check One
No. Test Location FSG aterial I1
~ ~ ~
rt- ~ s t~;-(,,~ Opt. Test M.ix. Coir. Test % Max Pass Fail
(0 0 l•a ° t y! r " ° ~ Z c 1~8` r '68,3 1. 6 7 1)
411)
~ ~ s-(
~
1(~`° 72. 7-) IoSr 7 I.o~
, -2-` TY' f c• l b 1~► 'F td 31 3 ✓
,
r~
~
~ ~ J ZTlJ~4 ~'~y'P t~ ~J~ L,~}~li'P Q`~a~
r
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~
1
*7Ylaterial ID: S=Subgade, B=Base Aggregatc, A=Asphalt Concrete Pavement
,..r~ ` , ~ ~ ~ ~ '2 ' \ ~ ~ t f ~~,ti„r_.~
Summary of Daily Activities:
ti 9 .td ~ 1 -f ~ ~
~°'t~9-E.~"~ ~.,-t';~ . ; i, :,~...-~°,;t .~,'t--~ R'_ t~~= ~ ~:;~~`~!;t.~'~
• . ~ ~ ' 1 I .t
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-v
~
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. s✓r : ~
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` 1 ~~i`,w'~.+~~ ~ ~'sf"-i.G-~~~ . ~~~-.....i +~w: . ar ..o~~~~ v ` "~r.~'~ - .~~3y w.-w'~eA ~ ~~ben:✓~~ . .n . -.F--' „ -'rs~'=s ,
l
C 3
~
1
~ - ~.,.~:1 . ' ' •
- - - - - i - - - ~ '
V . .
~ C/VI 7L2P0 ~N_/HO~/GW/NEEl4S ~ LA!\/~ S1~lIAEyc~01:?s ~ Compact.
~on ~'est Repo~°t
. ARO6TREPT Y0 7 THA/N D
- SPOfCA
NE, WA 9W207 LEW/STON. IO 8350 1
PH (609) 926-5198 PH (208) 746-2661
FAX (50.9) 328-0423 FAX ((208) 746-682S
~
d~V~°I N ~ Date: ~
Project:
a
,
Location: Inspector:
.T Job No.: Weather:
Contractor: . Visitors:
~ Contractor Workforce Present:
~
Contractor Equipment Present:
~
~
E_
Gau;e: ~ 9DY Model: Standard Density Count: Standard Moisture Count:
~
Test Below Moisture (~'o) Dry Density (pcfl Check One
J No. Test Loca[ion r FSG *Materiai
OpL Corr. Test Max. Corr. Tesc °lo Max Pass Fail
~ v
_ 2, l 2 --g 7
. ~2)
~ , .
~ . ~
~ .
s. -
' , , ~':1` •
*Materlal ID: S=Subgrade, B=Base Aggrcga[e, A=Asphalt Concrete Pnvement
I
~J • '
Summary of Daily Activities: ~
Z ~ ~..Lf E ` ~ ~ ~ ~ 1 ~E ~ ~~''t!'• %/~~~,r~" ~ i'r3 E''~ ~ f ~ `~~'~.;,c,'°~~"..e~4`"'t. _
~
~
, ~ • -
1
l )
~
c>vsL EA/<3s/v,~EF?s Qk c-AIVO svf?vHvoF?s Compaction Test neport
1220 N /-lOWARO STRL=FT • 707 THAWRQAO
~ SPOK<1/VE, WA 99207 LEW/$TON. !O 83501
I F~() B 04P3 F~(208) 746-26Bf
` t (f208l 746-8e2s
~
~ ' ~~.~4~+lZ- `~-~-'Y+ Date:
Project:
I I ~:Q~ ~~'~''~s'~ais~'~' t~y~~'~~,• ~ 4 Z ~ ~ ~ 1
~ Locaaon: Inspector:
Job No.:
v
( Weather: j
~ Contractor: " Visitors:
~ Contractor Workforce Present: ~ei
- 3~
Contractor Equipment Present:
~ Gauge: Nlodel: Standard Density Count: Z3 Z~ Standard Moisture Count:
~
~ t Test Below Moisture (4'0) Dry Densi ty (pc fl Chcck One
No. Test Location FS*Material
Opt. E$~rr Test Max. Corr. Test axp, Pass Fail
~ ~
Z ' 3~ ~~~n (~~q q,~ ~ lZ2.o
~
t~1~~ 1) 9,a o.,;u;a~ .
%Yti ~ . (?O,G3. ~
5o
L,~~ iZ;Z M13
~ - . ;_~.44v, ~ 11.5~' Ik.3 ~
3 1,91 1-0 .9 ( oZ?-~
.
0~~
~
~ ~ '~t~ ~l ~(~i_~~` -rl~-~~ ~ ~ 11 ~ S' I~, ~ o,~ 1 ~a7
(;71 Vt~ iZ.3 1 ~1 .0 iZ~c,.I
~ . . - . .
. - ~ -
*Material ID: S=Subgrade, B=Base Aggregate, A=Asphalt Concrete Pavement
- Summary of Daily Activities:
tvv\
~ I~..J--~~~.~',~,.•-~`i ' ~ ~ t' ~ ~ ~,t Fi'~ s~~~'-~ 74
~ X4
~~~~.~.s
~ ~ ► ~ ~ p ~ t ~ c~ i. Y~~ s~ t,,,,*-.~~~..~~W`-~,,,~,~, ,~,~„3~.'~,R-~'~- ~"7'~~
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t 1 ~ 3 A~ ,y~.+~~ r~ a 4. ye~ a w~ ' •~..o i• 1 f~ ~ ~ ~ S„`~~, t a:hsi.. ~ d~e~ ~ y~
!J'rb.9 ~ :..~4~~L <<~s'`C~+'~, ~ ~ ~^e ~at~}' t'~ a~: ti~• { ~ :~:~`~a~a''S"'~ ~s~ Il ~ao ~k ~ ~v~~ °`oJ'~1'
CtX _
~~~G~"Arg \~.rY f
S~~ie L~ '
N_
•
-A
- 1~.~sz•~a~q~ ~ .~~.a_~~»I''~v ~§~~'~dyy~a~`xf~-°-~'~:a.... } `'~iv't•c.~sa ~+~o`~ {y~''~:q ~~J" ti~y~
3 } ~~„~„:g._ •~7 F~ ~,Y~ ` : i C ~.rjt..-"A' 17t_rJ
~ ~a t ~ r
r--~ •
~
_ , - ~~~IL ~~~11VEAE)=j,~ ~ ~~r-?Ve~~~~ ~~~~~~~~~n T~~~ ~~~ort
' 7.-dWN_ fJOWARO.S77;?E&-Y 707 TNSklN iiCAO
,.PC?1G4N1S, 1NA 9gL2n7 LESvVfS7ON, fz;~ assar
~-t► (sas) a28-'61r5s P►-r r208] 746-26V
J-,ax' paq3 '%2s-042s FAc ffOOJ 746-e&25
ProjecC:
` Lacatio~:
XnspectQr; ~
~ lob ItiTo.: Weaffiez:
Contractor: ~ uij
Visitars:
~ Cautrar,tor Workforce Fresent: ~
~
Conrractor Equipment Present:
Gauge: 1+1ade1: Standard Density Ccunt: Standaxd '11+1ozsture Caunt:
~
'
~ Test Below Moisture Dry DciisatY (pcf) Cheek Cnc
Na. 7est Y.acatiart FSG *IVlaterial . _ . .
Opt. Corr. Test Ma.x. Corr. Test ~ % Max Pass FarZ
L Z3q
~ ~ ~ ~ti~$ ~ ~ ~ ~ ~ ~~f ~ .
- . ~ ~ 9 ~ •°~'~a~,.~~~.~ ~ ~ ' ~ ~ ~ ~'f
~ - ~
7, ~ ~ j.~~ ~ qx,
7.-~~`~ ~1 ~'T 5R x I
~ . , I Lod
~
I ~
*Material UD: 5=5ubgrade, B-Ease Aggegate, A=ASphali Concrc[e Favement
~
- SLtmmary of DaiIy Activitses:
,
~ .1 - ~
~ A + ~K- &
V . ~
.
; -
- _ - ~ti_ -
Z. CI V/L EiVG11VEH14S ~ L.4ii/L~P SLl14VEYC>R.S action ~,est o~'t
Y.1'O N. HOLVAAD STREET 101 THAJN ROAD ~ ~
- SPOKAN£ WA 982p7 L6W/STpN, 10 83307
PN (509) -32~5138 PH (208) 746-2661
P/iX (609) 328-0423 FAX ((206) 746-6R4 S
n ~k f~ f~
I Project: b ~ Date:
nAc
~ Location: `t ~ ~ Inspector: ~
7ob No.: Wea[her:
Contractor: `~~'"'i 's'rtsr
, a
Contractor VVorkforce Present: ' ~ ~ ~ ~ ~ r ! ~ t
~ IN,
Contractor Equipment Present:
Gauge: Model: Standard Density Count: Standarci Moisture Count:
~
Tes[ Below iYloisture (9'0) Dry Density (pcf) Check One
No. Test Location FSG *Material
OpL ~orr.L Test M:uc. Corr. Test °!o Max Pass Fail
J~«
~~2 ~2~~c~ ; ~,t--~ ~ • 7i` ' ` (~.-7 j~ '-1 19 0. 40-01
i
,
~
~ .
~
_ *Material ID: S=Subgrade, B=Base Aggregate, A=Asphalt Conerete Pavement
i
Summary of Daily Activicies:
~ •
~
I ~
f
~
I
~
I
r-
~
~~1
i~~ ~`r . •
,
~ -
~ , .
.
. _ - _ _ - - - - - _ - - - - ~ - - -
~ _ - _ _ - ~ o ' -
C/V/ -L- . EA/G1/VEERS ~ L...4/VO SUFIVEY<DI4S InspeCtOr'S DaiIy RepOrt
1220 N NOWAi70 STREET YOY THA/N ROAD
i SPaKAlVE, WA 89207 LEW/STON. !O 8o507
~ PN (509) 9C28-5139 PH (208) 746-2661
Fi4X (509) 928-0423 FAX ((248) 748-8825
~ l
~ !
Pro)'ect:
_ , . Date: , r-
.
Location: 10 Q-A* - Inspector:
~ Job No.: Weather:
- Contractor: V isitors: ~ ~
Contractor Workforce Present: ~ ~ ~ ~ ~ ~ ~~-~-~~~j
Contractor E uiPment Present:
r . ~ -
~ Summary of Daily Activities:
~
~
°t-LID
~
~ . .
Lt
~
I z.~j tw L
f~
~
_ ~ t2 ~ ~ 8`.~'"F'--6°~- w
v ~ ~ .
Z c ( c..~• ~ ~i'°~ -ru... `~'~~r
4 ~
~ ~ \u C-~~•~ ~ ~r ~ ~ ~ . 1~~~ Fc ~--t. 2~ ~ ~~3-t--~►
~
T-
a
~ ~ `~-`~~f~ ►~%.f~~~.~t ~ ~ ~-G~ L C~~ b
~
~ OU ~ • t •E~-jC/'~ ~F ` n ~ Y `~C~. ~-~'~~~tr. v' ~ ' ~ r 1 }6.~j `
n ~
,
G~ CL
- IP Q'y\,e- " Dosui-<--~, er"P ~~•I.S ~t~e,lC.~ ~ o-.{
~ ~1. ~ •!~.yQ..(~ c ~ `J ~ (f~ Jp,(,.~ ^t_ ~.~s rw- ~~.s...o ~d~'`°"'` ~
~ v' ` ~ ~H `eaa~ ~d t `F
~ Photos/Video Taken Ro' Page ~ of
~
i ~
-
CiVIL EA/40//VjEERS . r
~ LANL~) SURVEYORS Inspector's Daily Report
- ' 7250 N. HOWARD STRE~'T >OY TNA/N ROAO
i SPOKANE, WA gg2Q> LE1N1STQN, /D 83507
P?-/ (509) St28-6738 PH (:MB) 746-2661
' Fi4X (50.9) 328-Q.l23 FAX ((208) 7446-6825
i
,~Pr C ~ 44~i'
Project: 0 tb Date:
~ Location: Inspector: ~
~ E -
Job IVo.: Weather:
~ .
A
Contractor: Visitors:
-3
Contractor Workforce Present:
~
. Contractor Equipment Present: .
Summary of D,~ily Activities:
t
IL
~ a
44
A
N~9'?~- v®r - -AM, 4& ~
x OA
;J
#
1 kNlk.. -zP -z
J4,16, *A4-6
L-A-°'t- Ymi- ~~L4t
s ~
, , ' - -t ~ c~--
,
ri
- ~'"Y. ~ :a;'~b'~'!'„~'~n i',~-- ~c~ ~1~~;~•~`~~~ `t ~,,'J-r~'.w.~~..~.
o ,S i~r •
~r~^ ~ ~a a ~y `E~'
A T ~ - z °7~ , - ~
d . ~ ~ ~.4 ~ +m~% P i 1 y 1 ~ s~l ~ 3
_5
Photos/Video Taken Pabae C..~--of ~ :
4 ~
i . •.p ~ 1 -a.~ i Cwd' rJ~.. ~ ~ ~ : ~3 ia.~ s ~ ~
I r -
l_ = - ~~r~
CIvIL ~~r~1ArHF~~ ~ SU~~~Yr-)F~,S
L ,
7~nc ►~owm~ srRH~r 707 77-J~SAuF7CI4~0 Com~~.ction
- ~~7C.9t1Y~ i4".4 :s&~o7
LEWf57%DA1. 10 e;xSP'!
PN (509) wa-5 rsa Pt,r [2~) Ya~sssr
~.a~c s~a~2n ~sur ff~J • as-e~2.5
~ Project: 17att-:
~
ILocation: InspecCar:
.
~ Job No.: Wenther:
Contrac[or: Visitors: t
~ Cantractor Wark;)rce Present:
~ Contractor Equipment Present:
^ Csauge: Model: ..w Standard Densi[y Caunt: 5tandard Moisture Connt:
Test Belaw ~ Moistur~(9~) ~ UryDensitY{Pcf) I CheckOr~e
~]'a. Test L.ocarian FSG 11+~ater,ial ,
p- 'S !<Opt- Test Max. ~ Corr. Test °lo max Fass i Fail ~
~~~7 9,aZ 13Cpq -5
L41 I~ 41-'o
t -31 -61.~ t 1 01 1zx-(a 110370 k_+ Z;20
~
'
y-- ~ . . ~ ~
*MaterialII]: S=Subgiade, B=Base Aggregale, A=Asp ialt Concsete Pavement
~
• Summary af Daily Activities:
~
+ . ~
• ~ ~ t
i-d
---R i . F ~
~
~
- P4ST-PAVE iNSPECTION
i-~Q°.._, ~ i :Ci•~.L.:r.:=.aL`!<=ri~ .'.U'~Jl;i! = t ~.'r_^`..3~ ~t t' -e.',5 . ~ ~J
~ .
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T 9-19-03; 8:18AM;Spokene Caunty Utfl ;509 477 4715 7
5tw /rolT PAVZ
SQoGo Wastewater
12007 E Empire Way
Spolcane, WA 992o6
Tel: 509.477.1984, Fax 509.477.6996
~ Inspection-protocol
~
~ Dace: Worlc P Weatfier. Operator sectionnumber. Sedion Name:
09/14/2003 9267 clear dry Chris 1 144J152.3N
Present 7ruck: Camera: Preset• Cleaned: Grade:
- v-3o7 a
- 'Stieet cap-n caEvin rd Map #1: MM: 144.7I52.8N j
Tawn: spokaite File MH: 144.7152.3N
~ Situatlon: Street - light traffic Tape 1304 sec!!onlength: 126.4 ft
- Reason fot inspecfion: post-pave inspection Diameter. 10"
Section Type: Wastewater Materiah PVC Length:
Protection:
~ V Grid: no data Reserved: _
- Remartc;
1:325 position code abservatlon counter photo grade
0.00 CA Cap 00:05:24
~ r4,C 32.8 '042 3
J' 14_80 T Tee, at 10 o'clock, diameter 4 in 00:04:39 0
A• F~e wG Qm~ tai,=r2(F~ 'T"Uc: FbSz R&VG
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ML'ER au:> "*Q . 5U001 NA TO 6 ~
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77.60 T Tee, at 02 o'clock, diameter 4 in 00:02:03 0
96.80 T Tee, at 02 o'clock, diameter 4 in 00:01:10 0
~
^ 1:7152: ' 126.40 MH Finish survey @ mh 00:00:00 4
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030910PasiPave.mdh !1 caae:l .
I
9-79-03: 8:78AWSpokAne COunxY U'tfl ;509 477 4715 # 2/ 7
~ ~ . S~o 4VasteWraf~r
12007 E Empire Way
, 5pokave, WA 99206
rai; -RM_an_ IMa. Faac 509.4rt ssss
Inspection -protocol
^ Da#e; Worfc#! Weatrier. Operatar sectiannumhel: Sectiafl Harrte:
09!'141Z903 9257 cleardry Chtis ~ 2 144.8151.$N
V Present Truck; Camera: Preset Cle2ned: Grade:
U-307 A
~ • - ,r
Sfi2et: n calvln rxi ~ Map #1: h+lli: 144.8151.8N
- 3Fowfl' spokane File P MFi; , 144,7P62.3N
~ Situaiion, Strget - lighttratfrr. Tape#: 1304 sedonlergth: 127.6R
Reasoa for €nspection; pos#-pa+re inspaMvn Diameter i0" ,
Secti4n Type: Was#ewater Wienal: PWG Length:
~rat~gn:
Grid- na data , Resmved:
Remark
~ 1:325 position cade ohservat7an counter photo grade ~
3.50 T Tee, at 10 o'cfock, diameter 4 in 00:09:28 0
. 17.20 l" Tee, at 10 cy'clvck, diarrrefer 4 in 00, 10'21 ~
- ]
~ ~ -
127.60 h+EH Finish survey Q rnh 04;0524 0
~
103O91OPostPave.mdh 01 oaae:2 1
^ 9-7 9-03 : 8: 7 8AM : SX3ol4a itie Cau:1'C Y ILJ-c k I ; 5C)9 477 471Z # 3,r ~
spA cd WBSfEmte} ~
12047 E Ernpire Way
SpokBne, WA 992c8
Tel: 509.477,1994, Fax 509_477_09&
, InspectionRprotocol
~Date: WOrk Wea#her_ Dperator see1onnum6er. 5ection NarMe:
4g1l0I20113 9287 Clear dry C#irFs 3 144.7152.3N
~ Present Truck: Camera: ~reset cleaned: Grade;
U~34T 0
~ Street e queen aYe Map 41: Mh1: 444.7152.3Cd ~
i'own: spokane Pe#: MH; 1A~.4152.3~+1
Sfbua6on: Strmt - I[glt !m#fia Tape 1304 ~ wtonlertigth: 169.8 ft
~ Reason for inspec~kn' post-pave inspectIion diameter.
Sectan TyW: Waste►aratsr Ma#eriaE: P1VC Length-
P roleciton;
Grid: no dst~ Reseroed,
J - Remarfc- -
1:425 positivn c.Gde observaUvn counter
photo grade
't :Tlv2: h1
- .
•
~ 1 .
- ~ r
~ - ~
~ 152.20 T Tee, ai 'i 0o`cf ack, dlame#er 4 sn fl
967.10 T Te+3, d# 02 O'ClacK diameter4 in 00:16'55 f]
~ ~:4f52; N
, 169.90 MH Finish surkrey aQ mh ' 0D.1 7:27 0
[#3491OPastPave,mdh 1t naae:3 - +
~
~ 9-19-03; 8:18AM;Spokzne County Utll ;509 477 4715 # 4/ 7
SpoCo Wastewafer
d~ 12007 E Empire Way
Spokane, WA 89206
Tel: 509.477.5984. F9x: 509.477 6998
Inspection-protocoi
~ Date' Work tt: Weather Operator sectionnumber. Section Name:
0911012003 9267 ctear dry Chris 4 145.4152.3N
Present Tn,ck: Camera: Preset Cleaned: Grade:
U30T
0
~ Street e queen ave Ma t~1: ~
P MH; 145.4/52.3N
~ Tawn: spokane File MH: 146.1152,2N
Sih,a6on_ Street - light trafHc Tape 1304 sectioniength: 206.3 ft
~ Reason for inspection: post-pave Inspection Diameter. 10"
Section Type: Wastewater Material: PVC Length:
Protection:
Grid: no data Reserved:
~ Remark:
_ 1:525 position code observation counter photo grade
14~ :4152: N
~L 9.20 T Tee, at 10 o'ctock, diameter 4 in 00:17:47 0
24.50 T Tee, at 02 o'clock, dEarneter 4 in 00_1828 p
!J
~
~
159.90 T Tee, at 02 o'cloGk, diameter 4 in 00:23:32 0
~ 188.70 T Tes, at 10 o'clock, diameter 4 in 00:24:49 0
193.90 T Tee, at 02 o"cloclc, diameter 4 in 00:25:17 0
9 6.1)a-
MH Finlsh survey @ mh 00:25:57 0 030910PostPave.mdb 11 oaae:4 .
j":,
~
^ 9-19-03; 8:18AM;Spokane County Util ;509 477 4715 # 5/ 7
SpOCo Wastewater
12007 E Empire Way
s~Ycmu, Spokane, WA 99206
- Tel: 50'9 477.1484. FSx 509 477.6896
; lnspection-protocol
~ Date: Wortc Weatfier. Operator sectionnumber. Section tYame:
0911 Q/2a03 9267 ctear dry Chris 5 146.1152.2N
~ Pcesent Truck: Camera: Preset Cfeaned: Grade:
U-3O7 0
SUeet: e queen ave Map #1: . MH: 146.1152.2N
_ Town: spokane Fite MH: 147.1152.2N
Situalion: SUeet - light traffic Tape 1304 seclionisngth: 249.5 ft
Reason for inspection: post-pave inspeciion Diameter. 10"
Section Type: Wastewater Mat$rial: PVC Length:
~ Protection:
Gnd: no data Resetved:
~ Remark:
_ 7:550 pasition code observation caanter photo grade
1 6.9f52: N
~
J
~ -
~ \ ~
96.90 T Tee, at 10 o"clodc, diameter4 in 00:29:02 0
~ .
. 110_30 T Tee, at 02 o'ciock, diameter 4 in 00:29:45 0
114.90 OJL Gasket visibls-@ coupling 00.30_33 20a, b 5
M _\117.30 T Tee, at 10 o'clock, diameter 4 in 04:31:42 0
130.80 T Tee, at 02 o"clocic, diameter 4 in 00:32:25 0
=
219.50 MH Fnish survey @ mh 00:35:53 0
030910PostPave.mdb /1 aane:5
~
9-t9-03; 8:18AM;Spokene County Util ;509 477 4715 # 6/ 7
~ •
~
~ SpoCo Waste►vater
12007 E Empfrie Way
kaw9cam Spokane, WA 59206
Tei: sos.an.1saa. Fax &)s_ari.ssss
lnspection-photos
~ Tawn: StreeC Date: sectionnumber. Section Name:
spakarte e queen ave 0911012003 5 146.1152.2N
.
~
-
i
L'I
.i
Photo: 20a, Tape 1304, 00:30:33
114.9FT, Gasket visible--@ coupiing
r
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;
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~
~ . ;~r,~ , ` 5• .
~ Photo: 20b, Tape 1304, 00:30:33
114.9FT, Gasket visible--@ coupling
030910PostPave.mdb ll page: 6
I
~
- 9LL19-03; $-18AM;Spokane CoUni'y UtEE ;6OO 477 4715 ~ 7f 7
6
. SPDC:+D Wasirewdt@r
12407 E Empit2 Way
Spo![arie, WA 99208
Tql: 509.477_ i 38d. Fax: 5d9.di7 5936
_ Ins peCtIDn -p1"ot+QGol
Date; Work a lfMfaather Qperator- sec#iannumber, Sect,on Name:
ri911012003 9267 cfear dry Chris S 147.113UN
Present 7FVCk: Gamera. PrQSet Cl$aned: Geade: ~
U-3Q7
. ~
5h'eet 9 qUeen -ave ~ Map #l: I~U1#i: 147.1152FN ,
-rown' spokane FiEe MH: . 148.1152.2i+1
~ SikuaGon: Street - tight draffiG Tape 1304 seManfengfh: 264 ff
Reason for inspeetion: pos#-pave Inspectlnn Diameker. 7o"
~ Sectlon Type: wastewaw Makenal. PVC Lengtf5:
Prote~,~=
Grid= na da#a Resewd:
RemarEc: L
posltian code observaf3on counter pho#o grade
N
49.50 T Tee, at 10 o'clack, diarraeter $ in 00:38,05 0
A _j
55_00 T Yee, at 02 o'clock, diameter 4 in 00:38:32 p
~
l 72.20 T Tee, a1 10 o`clock, diarrtefer4 in 00:39:26 0
- ~ 78.80 7 Tee, at 02 o'clnck, diametef 4 an 00:395$ a
1 , .
7 -
- ~
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264_00 lIAH Finish sunrey ~ mh 40:47:34
a
0309t0Pn9tPaue.mdb 1) aaue:7
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PRE-PAVE iNSPECTION
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Spakane. WA 99206
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9135 cfear dry Chris S 146.1l512N
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~
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Reasan iar inspec#ion, pre-pave tnspecd orr 'Diameter. 10"
SeL#ion Type: WasfinkWatpr Mat,eriai: PVC Length.
Pro#edlon:
- Grid: 35643 R2Sen+ecj;
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- ~ 12007 E Empire Way
Spolcane, WA 99206
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~ lnspection-pho#os
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~
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I~ S
' GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING
~
; 10020 East Knox Avenue, Surte 200, Spakane. WA 99206-4748
509 891-19041 Fax 509 891-2012 www.stratagaotech.com
CONCRETE CYLINDER TEST REPORT
_ Report to: Mr. Ken Tupper Report No.: 15450
KJT Investments, LLC Date: 11/05/03
I- 122 N. Raymond Road Client No.: TUPKEN
Spokane, WA 99206 Project No.: S03006C
_Project: Summefield 5th Addition Permit No.:
Address: Spokane, WA
Contractor:
Placement Location: Sidewalk - west side of Olympic Avenue 100' north of south end
~
-~lVIATERIALS AND Ml.IX DATA
~
~ Reported by: Central PreMix Concrete Supplier: Central PreMix
Mix No.: 306066 Method of Mixing:
~ Sacks/CY: 6& 3/4 Aggregate Source:
, Cement: AG-11 - 5640 Water Source:
Admixtures: DARAVAI R
~ REQUIRED STRENGTH, PSI .
SPECIFICATIONS 7 Day:
Slump, inches: 28 Day: 4,000
Air Content,
f FIELD TEST DATA 1
Slump, inches: 4.5" (ASTM. C-143) - Truck No.:. 10
- Air Content, 6.0% (ASTM- G231) Ticket No.: 151366
Unit Weight, pcf: (ASTM C-138) Time Batched: 6:35 AM
Conc. Temp. °F: 72 (ASTM C-1064) No. CY represented: 10
- Air Temp, °F: 52 Water Added, gal.:
Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31)
Tested & Cylinders Cast (ASTM C-31) Field Cure Days:
f~ Date Cast: 09/26/03 at Temp. Range, °F:
! Time: 7:05 AM Lab Cured from: 09/27/03
By: C. Warrick Gate Received: 09/27/03
LABORATORY TEST DATA
I(ASTM C-39)
Sample No.: 2131
Cylinder Cylinder X-Sec Total Fracture Date Age Comp.
_ ID Diameter Area Load Type Tested Tested Strength
(inches) (sq in) (Ibs) (days) (psi)
2131 6.00 28.27 101,000 Shear 10/03/03 7 3570
-
i 2131 6.01 28.37 124,000 Shear 10/24/03 28 4370
2131 6.00 28.27 129,000 Cone/Shear 10/24/03 28 4560
~ H ~ ~ . cc: USKH Engineering
,
I~^i - ~ C > >
Reviewed By:
~
IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA
r7
~
-1 '
(
GEOTECMNIGAI. ENGINEEAING d MATERIALS TESTING i 1~.~D 2 7 2003
i '
, 10020 Easl Knox Avenue, Suite 200, Spokane, WA 99206-4748
' 509 891-1904 / Fax 509 891-2012 www.stratageotech com
.
CONCRETE CYLINDER TEST REPORT
Report to: Mr. Ken Tupper Report No.: 15450 KJT Investments, LLC Date: 10/22/03
122 N. Raymond Road Client No.: TUPKEN
Spokane, WA 99206 Project No.: S03006C
i
Project: Summerfieid 5th Addition Permit No.:
Address: Spokane, WA
Contractor:
I 1 Placement Location- Sidewalk - west side of Olympic Avenue 100' north of south end
~ MATERiALS. AND MIX DATA
~ -
_ Reported by: Centra{ PreMix Concrete Supplier: Central PreMix
Mix No.: 306066 Method of Mixing:
^ Sacks/CY: 6& 3/4 Aggregate Source:
Cement: AG-11 - 5640 Water Source:
Admixtures: DARVAIR
~ REQUIRED STRENGTH, PS1
, SPECIFICATIONS 7 Day:
S1ump, inches: 28 Day: 4,000
Air Content,
FIELD TEST DATA
-
Slump, inches: 4.5" (ASTM C-143) Truck No.: 10
Air Content, 6.0% (ASTM G231) Ticket No.: , 151366
'y Unit Weight, pcf: (ASTM C-138) Time Batched: 6:35 AM
~ Conc. Temp. °F: 72 (ASTM C-1064) No. CY represented: . 10
Air Temp, °F: 52 Water Added, gal.:
I
-J Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31)
Tested & Cylinders Cast (ASTM C-31) Field Cure Days:
DateCast: 09/26/03 atTemp. Range, °F:
i Time: 7:05 AM Lab Cured from: 09/27/03
Bv: C. Warrick Qate Received: 09/27/03
r ~ LABORATORY TEST DATA ~
(ASTM C-39)
~ Sample No.: 2131
I j Cylinder Cylinder X-Sec Total Fracture Date Age Comp.
_ lD Diameter Area Load Type Tested Tested Strength
(inches) (sq in) (Ibs) (days) (psi)
2131 6.00 28.27 101,000 Shear 10/03103 7 3570 2131 0.00 10/24/03 28 0 -•2131 0.00 10/24/03 28 0
~ H
i I - cc: USKH Engineering
. ~
Reviewed By
~
IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA '
I ~
~
i
- •
~
k'a :L
I GE07ECHNICAL ENGINEERING 8 MATERIALS TESTItJG
I ~ • . '
10020 East Knox Avenue, Suite 200, Spokane, WA 992064748
. 509 891-1904/ Fax 509 691-2012
~ •
- CONCRETE CYLIMDER TEST REPORT
Report to: Ms. Lisa Frey Report No.: 15234
' USKH Engineering Date: 09/17/03
1220 N~ Howard Client No.: USKENG
Spokane, WA 99201 Project No.: S03006D
i
Project: Summerfield 5th Addition Permit No.:
Address:
_J Contractor:
Placement Location: Curb line north side of Queens Street
,
' MATERIALS AND M1X DATA ~
Reported by: Central PreMix Concrete Supplier: Central PreMix
Mix No.: 321115 Method of Mixing:
_I Sacks/CY: 6 Aggregate Source:
Cement: AG-11 Water Source:
Admixtures:
REQUIRED STRENGTH, PSI
- SPECIFICATIONS 7 Day:
, Slump, inches: 28 Day: 3,000
j r Air Content,
- ~ FIELD TEST DATA ~
~-i Slump, inches: 1/4" (ASTM C-143) Truck No.: 10
Air Content, 6.0% (ASTM G231) Ticket No.: 201188
Unit Weight, pcf: (ASTM C-138) Time Batched: 8:15 AM
, Conc. Temp. °F: 75 (ASTM C-1064) No. CY represented: 10
, Air Temp, °F: 68 Water Added, gal.:
Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31)
Tested & Cylinders Cast (ASTM C-31) Field Cure Days:
_Date Cast: 08/15/03 at Temp. Range, °F:
Time: 9:00 AM Lab Cured from: 08/16/03
I-I By: C. Warrick Date Received: 08/16/03
LABORATORY TEST DATA ~
(ASTM C-39)
~I Sample No.: 1976
I- Cylinder Cylinder X-Sec Total Fracture Date Age Comp.
ID Diameter Area Load Type Tested Tested Strength
; (inches) (sq in) (Ibs) (days) (psi)
1976 6.00 28.27 125,000 Cone/Shear 08/22/03 7 4420
1976 6.01 28.37 131,000 Shear 09/12/03 28 4620
i- 1976 6.01 28.37 128,000 Shear 09/12/03 28 4510
, H
cc: KJT Investments, Inc. - Mr. Ken Tupper
,
Reviewed By:
~
~ IDAHO • WASHINGTON • OREGON WYOMING • MONTANA • UTAH • NEVADA
, ~
i
.
i '
~ S 1 R a 1 a
GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING
10020 East Knox Avenue, Swte 200. Spokane. WA 99206-4748
- 509 891-1904 / Fax 509 891-2012
CONCRETE CYLINDER TEST REPORT
~ Report to: Ms. Lisa Frey Report No.: 15234
- USKH Engineering Date: 08/26/03
1220 N. Howard Client No.: USKENG
~
Spokane, WA 99201 Project No.: S03006D
J
Project: Summerfield 5th Addition Permit No.:
1-7 1 Address:
J Contractor:
Placement Location: Curb line north side of Queens Street
MATERIALS AND MIX DATA ~
Reported by: Central PreMix Concrete Supplier: Central PreMix
Mix No.: 321115 Method of Mixing:
Sacks/CY: 6 Aggregate Source:
Cement: AG-11 Water Source:
~ -Admixtures:
REQUIRED STRENGTH, PSI
SPECIFICATIONS 7 Day:
. Slump, inches: 28 Day: 3,000
Air Content,
- FIELD TEST DATA ~ -
~ Slump, inches: 1/4" (ASTM C-143) Truck No.: 10
Air Content, 6.0% (ASTM C-231) Ticket No.: 201188
- Unit Weight, pcf: (ASTM C-138) Time Batched: 8:15 AM
Conc. Temp. °F: 75 (ASTM C-1064) No. CY represented: 10
~ Air Temp, °F: 68 Water Added, gal.:
Concrete Sampled (ASTM C-172), Cylinder Curing (ASTM C-31)
Tested & Cylinders Cast (ASTM C-31) Field Cure Days:
; Date Cast: 08/15/03 2t Temp. Range, °F:
Time: 9:00 AM Lab Cured from: 08/16/03
~-By: C. Warrick Date Received: 08/16/03
~ - LABORATORY TEST DATA ~
(ASTM C-39)
Sample No.: 1976
~
Cylinder Cylinder X-Sec Total Fracture Date Age Comp.
ID Diameter Area Load Type Tested Tested Strength
~ - (inches) (sq in) (Ibs) (days) (psi)
i 1976 6.00 28.27 125,000 Cone/Shear 08/22103 7 4420
1976 0.00 09/12/03 28 0
, 1976 0.00 09/12/03 28 0
I H
; cc: KJT Investments, Inc. - Mr. Ken Tupper
Reviewed By:
IDAHO • WASHINGTON • OREGON • WYOMING • MONTANA • UTAH • NEVADA
~1 .
~ MUISTURE-DENSITY RELATIONSHIP CURVE
AASHTO T-180
Method C
Project: Summerfield Sth Addition GRADING ANALYSIS
~ Client: KTT Investments, LLC SCREEN SIZE % PASSING AS TESTED
File Name: TUPKEN 503006C s ir,cn
Date Tested: July 27, 2003 4 inch
Tested By: K. Ballenger 2 iR n 100
V Sample Number: SL1847 3J4 inch 74 100
#4 screen
1 Sample Location: Embankment
Sample Description: Sandy Silty GRAVEL
Corrected Dry Density, pcf: 139.0
~ Maximum Dry Density, pcf : 134.5 Corrected Moisture Content, 6.0
Coarse Aggregate Correction, W 26
' I 160 Optimum Moisture Content, 6.0 Bulk Specifc Gravity (assumed): 2.65
I I I I I I I I i I I I I IO OPti
,sa mum Point
( I I I I I I I ~ I I Proctor Points
156
54 ! ~ I I~~ 1 I I I I I I I I I I ~ I I
~ 1
152 I I I I~ I I I I I I I I I I I I I
150
148 I I I 1 I I I~ I I I I I I I I I I I
146-1 ~ ~ ~ ~ ~ ~ 1 _'Ili~ I I I I I I I I I I
1 1 I I I I I I I I'~~ ~ I I I I I I I
144 -I I I I I I I I I I ~ia`s I I I I I I I
142-
Q 40
- 138_
136 I I I I I I ( I I I I I I I I I I
Z 134 I I I I I I I I I I I I I I
~ w
I~ 1 I
0 132 I I I I I I I I I 1 134
-J 130 r
01zs 1
,
ZS I I I I I I I I I I I I ( ~ I (~I I
124
172 II I I I I I I I I I I I I I I I I ~
120
„s ~ I I"Ooo' I I I I I I I I I I I I I
_ 16_ I I I I( I I I I I I I
14_ I I I I I I I I I I I I
- 121 I I I I I I I I I I I I I I I I I
110~
p o_s 1.0 1.5 2 Zs 3.0 3-5 4 a.s 5.0 s.s g s.s 7.0 7.5 g s.s 9.0 9.5 10
MOISTURE %
r-
_
~ ~Reviewed By
s T R a T a
i I GEOTECHtJICAL ENGINEEAING &MATERIAIS 7ESTINCi
I
I
~ .
~
F1 ' GEOTECHNICAL ENGINEERINQ 6 MATERIALS TESTING
10020 E. Knax Ave., Suite 200, Spokane, WA 99206
509-891-1904 / Fax 509-891-2012
July 25, 2003
' Client No.: TUPKEN
Project No.: 503006C
~ Reference No.: SL1847
;
Mr. Ken Tupper
~ - ' KJT Investments, LLC
~ 122 N. Raymond Road
Spokane, WA 99206
~
Project: Summerfield 5t' Addition
(l" Date Received: July 22, 2003
Date Tested: July 22, 2003
Description: Sandy Silty GRAVEL
Sowce: Embankment, #1
i
REPORT UF SIEVE ANALYSIS
~ ASTM C-136 . . . .
~Sieve Size Percent Passing Specification
2" ~ 100
~ 1 '/2" ~ 95
92 ~
~
~3~4I 87
i
I
~ 12I 80
3/8" ~ 71 ~
No. 4 ~ 54 ~
No. 8 ~ 41
, No.16 ~ 27 ~
' No.30 ~ 19
No.50 ~ 16 ~
- , No. 100 ~ 13
, No.200 ~ 11.1
Sincerely,
~ STRATA, INC.
~ 9*sMcKissen
C ~ ' . . Laboratory Supervisor
. , .
i l IDAHO • WASHINGTON • OREGON •WYOMING •MONTANA • UTAN •NEVADA
I ~
~
S i rZ- a T a
GEOTECMNICAL ENOINEERIN(3 6 MATERIALS TE3TING
~
10020 E. Knax Ave., Suite 200, Spokane, WA 39206
509-891-1904 / Fex 509-891-2012 .
, - July 25, 2003
Client No.: TUPKEN
- Project No.: S03006C
- -Reference No. : SL 1847
~
Mr. Ken Tupper
KJT Investments, LLC
L 122 N. Raymond Road
Spokane, VVA 99206
~
I
Project: Summerfield 5'hAddition " Date Received: July 22, 2003
Date Tested: July 22, 2003
Description: Sandy Silty GRAVEL
Source: Embankment, 42
I REPORT UF SIEVE ANALYSIS
l_I ASTM C-136
f Sieve Size Percent Passing Specification
,
r-3" ~ 100 ~
~ 2 '/2" ~ 95 ~
~ -2" ( 90
1 '/2" ~ 85 ~
~ 1" ~ 80 ~
'_J
I
34~ 74
^ 1260 I
i
3/8" ~ 59 ~
No.4 ~ 43 ~
I No.8 ~ 32 ~
- No.16 ~ 21 ~
No.30 ~ 15 ~
~ I No.50 ~ 13 ~
No.100 ~ 11 ~
No.200 ~ 8.8 ~
Sincerely,
S A, INC.
. .
, . ~-v~
~s McKissen
~ Laboratory Supervisor
- IDAHO • WASHINGTON • OREGON •WYOMING •MONTANA • UTAH •NEVADA
1 I I 4{~~ ,
} I , ~ - ~
~ ~ ~ --•1 I ~ ) l _ - ~.y tt~ . , . :
-J
- ~ ti~':,G- • ~r
. i. ,t•y<I ~ 1
TP-3
~ . .
.
:
TP-4 ~
Crowm
N;, , • ~ i~d ~ ' • ~ • .
~ ~
~ ~
. ~ f ~ 1► ~ . c~,
'
~ TP--2
~ Queen
TP-1
. •~~1 ,
• ~ ~ 1
~ N ~
~ TP -1
Test Pit Number and Appr x . S TE SCHEMA C
o imate Location
~
~ ~ ,
~ a a
NO SCALE INTENDED a~ GEOTECHNICAL EMOINEERING 81AATERIALB TEBTING '
~ (For Reference Only)
File, T[k'KEN 503006A ;
-PLATE 2 ~
,
w
. - _ _ . _ '
• ..r. i . " . . .:_._~Ihl..i.~1 d~...~ _ • - _.r~_' _._-u ..~•S.r~:.u.-._.__~...~..._ _ r _ - . . - , •
. . • ? ~
: • . _ . , - . o- ,.m„-._..,.-.- - ,
. . • , ' _ .
~ ORNI.~ BE.c~.~I~G TIO
CAL'
_
AS TM D-1883
~ . - ~ .
- . ;
Project: Summerfield 5th & 6th Additions
Ciient: KJT investments, LLC Lab Number: SL1204 :
• ; :
File Name: TUPKEN S03006A Date Sampled: January 28, 2003 ~ -
. .
Sample Location: Test Pit TP-3 @ 1- 2' Date Received: January 28, 2003
Sample Description: Dark Brown Silty SAND w/Trace Gravel Sampied By: S. Ward
~i . .
, SOIL CONSTANTS
CBR = 36 :
Liquid Limit:
;
Plasticity Index:
~ Sand Equivalent: !
~ Texture Classification:
; .
- , : Fines Classifiication: ~
Test Dr-,; Density 97.9 Pcf (95% max.)
' Test SpecimemNold`ed @ 17.5% Moisture
° Test PerFormed @ 18.2% iVloisture
r'
Percent Swell = 0.4
Surchar9e CPsD _ 75
~ ~
GBR CURVE
ti o00 . ii
MOISTURE-DENSITY CURVE
r ~ soo ASTM D-1557 . .
~ Method: A
~ soo Maximum Dry Density, Pcf: 103.0
. Optimum Moisture Content, °/a: 17.5
rY 120 7oo ~
; L
~ !0 600 ~ 110 : d
~ 5oo
U •
P ~00 . .
~S
aoo N : b
2 4
300 90 - ~ ~
_ • 200 ~
80
100
I I 0 70
0.0 0.1 - 0.2 0.3 0.4 0.5 12 16 20 24
l~ Penetrafion, {nches Percent Moisture
l_j r ~
. ~ _ Reviewed by:
s , R _
~ - a ~
OEOTECHiJ1CA1. EtJGINEERING 8!dATERIALS TESTING
I ~
^I I
I t ~
i ~
E ~
. . , . . . . _
. - ......._...,..Y...: . . . . ~ , . a,.~. -
. . - • ~ f=;,;'vra _ v~e _
. ~M ' S :
,1
CAM~ ORNIA BEARCNG'RATI O ~ .
~.<•,y~~~v 1 51,../ ~M D-A 8i73
Project: Summerfie(d 5th & 6th Additions :
Client: KJT Investments, LLC Lab Number: SL1204 ~
~ Fi1e Name: TUPKEN S03006A Date Sampled: January 28, 2003
, Sample Location: Test Pi# TP-4 @ 1.5' fo 2.5' Date Received: January 28, 2003 ;
~ Sample Description: Dark Brown Silty SANQ w/Trace Gravei Sampled By: S. VVard ~
SOIL CONSTANTS
~ : • ,
eBR = ss :
~ Liquid Limit:
Plasticity Index:
Sand Equivaient: % . ~
- - Texture Classification: -
Fines Classification:
Test Dr Density ~113.1 Pcf (95% max.)
Test Specimem Molded @ 11.5% Moisture ~
= Test Performed @ 12.8% Moisture
Percent Sweil = 0.00 = A
~ f . Surcharge (psf) = 75 . : ;
k
- CBR CURVE
isoo - , ,
~ MoIsTuRE-DENSITY CURVE .
. 1400 , ASTM D-1557 . ~ ~
r • • ~ {i
° 1300 Method: A
1200 . Maximum Dry Density, Pcf: 11-9.0 .
: Optimum Moisture Gontent, 11.5 .
1100 '
- : 1 QQO
140
0 SOD
~ _d soo
~P 700 i
600 tn ~
S
~ 120 ;
500
aoo
300
200 100
100 ~
~ . ;
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TESi1NG pND SAMPUNG FREOUEHCIES. COMPACTiON OF SUBGRADE, BASE MATERiALS, AND Lir C, ,d ~ J, ASPWIIT SHALL BE IN ACCORLIANCE WITH THE STANQARD CONSTRUC110N SAECIRGITIONS. ''r{ a C tao' S.0' OR 8.0' ~ wd~~A F
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~~r. ~ ~ . , . W:~'1.~~ ~ :,a~..'~?'. ~ : I E7CS11NC PAVEIIENT Ri W 4. SEE SPQlGWE COUNIY STANQARD PLAN A-5 FOR CURB RANP CONSTRUCRON. ~ W z''~ ~ tx W ~ z W Z ~
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