25983 ENGINEERS REVIEW
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ENGINEER'S REVIEW SHEET ~ . BLDG. PERMIT # -or -FILE# PE4570CRg
Related File # ( )
Date to Review Time #
Date to AA & DR Time
Date Received 10-10-94
Project Name AUTLJMN CREST 4TH ADD No. Lots - 24 No.Ac.res 8.7
5ection - Township-- -,Range
SITE ADD'RESS E PROGRESS/N 21ST PARCEL # 26541-0612
Applicanl's Na_me SCOT1, LANDRETH Phone # 927-7401
Address 708 N ARGONNE RD S7~ 18-SPOKANE WA 99212 Work # Date Conditions mailed .
Contact per;sob Phone # '
FLOOD ZON.E ~ NO W S SCHOOL 356
Engineer / Surveyor's / Architect's Name INLAND PACIFIC ENGIEERING _
' MARYCLIFF HALL
707 7TH S1E 200
SPOKANE WA 99204
458-6840 FAX 458-6844 .
; - ,Pgarn,rung .~0;ntact P_erson Phone 4(5_6-2205
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Descriptiou Initials
„ irt _ - - - - - , ; . .
/r~ • _ AGREEMENT TO ~'AY FEES OR PRIORI'TY FEE COMPLETED & COPY TO ACCQi~1NTING , .
- _ ,
CJ/, FINAL PLAT FEES CO1VSPI:'ETED & COPY TO ACCOUNTTNG ~
NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED
DESIGN DEVIATION SUBMITTED `
ALTERATION TO PLAT - BLOCKS & LOTS
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BOND 12ELEASED -ROAD & DRAINAGE IMPROVEMENTS
HEARING EXAM _APPROVED _DENIED-__APPEALED BBC / PROJECT _APPROVED _DENIED
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BEFQRE SPOKANE COUNTY PLANNING DEPARTMENT
IN THE MATTER OF AN EXTENSION )
OF TIME REQUEST FOR PE-1570-89 ) FINDINGS OF FACT
AUTUMN CREST, AN APPROVED ) CONCLUSIONS AND
PRELIMINARY PLAT WITH ZONE ) DECISION
RECLASSIFICATION, ZE-7-89 FROM )
AGRICULTURAL (A) TO URBAN )
RESIDENTIAL-3.5 (UR-3.5) )
THIS MATTER, a request for an extension of time from Landreth Construcrion has been
received and decided upon, pursuant to Spokane County Subdivision regulation (Chapter III,
Section G) and RCW 58.17.140.
FINDINGS OF FACT AND CONCLUSIONS
1. The individual signing below has been properly delegated the responsibility for
rendering this decision by the Spokane County Director of Planning.
2. The proposal was to subdivide approximately 38 acres into 1091ots for single family
dwellings.
3. The subject preliminary plat was approved by the Hearing Examiner Committee on
March 23, 1989.
4. The proposal is generally located at the southeast corner of 16th avenue and Progress
Road in Section 26, Township 25 North, Range 44 EWNi, Spokane County,
Washington.
5. The existing zoning of the property described in the application is Urban Residendal-3.5
([JR-3.5), previously established as Agricultural zoning in 1942 and redesignated to
Urban Residential-3.5 (UR-3.5) on January 1, 1991 consistent with the Program to
Implement the Spokane County Zoning Code. Pursuant to RCW 58.17.195 the
proposal dces conform to the requirements of the existing Urban Residential-3.5
(UR-3.5) zone.
6. The Comprehensive Plan designates this area of the preliminary plat as Urban, and the
location is within the Priority Sewer Senrice Area. The Comprehensive Plan
designation remains the same since the original preliminary plat approval.
7. 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 Chapter III,
Section G of the Spokane County Subd.ivision Qrdinance and have been used as a basis
for this decision.
Section G states, "Approval of a preliminary subdivision shall automatically expir+e
three years after preliminary approval is granted unless a time extension is applied for."
and follows with "Upon application for time extension , the Planning Director or
designee may administratively approve extensions for up to three (3) year periods
provided at least one of the following circumstances is fount to apply:" The following
are the relevant sections of Section G and the Planning Department response:
1. That some portion of the existing preliminary plat has been finalized since the last
extension was granted and the remaining lots would forrn a unified development
consistent with the original approval;
RESPONSE: Of the 1091ots within the original preliminary plat, 521ots have
been finalized in three phases, identif'ied as Autumn Crest 1 st, 2nd and 3rd
Additions.
2. That the preliminary plat as approved remains consistent with the Generalized
Comprehensive Plan for Spokane County insofar as density AND other
a.
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Extension of Time Findings~~--PE-1570-89 Page 2
development provisions apply, and the sponsor has ta.ken substantial steps
towards finalizing his plat, which shall include but not be limited to: 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 plat,
d. the completion of studies or other requirements which were part of
preliminary plat approval;
RESPONSE: The approved preliminary plat remains consistent with the Urban
category of the Comprehensive Plan, which remains the same since the original
preliminary plat approved. In addition, lots within the original preliminary plat
have been surveyed and public services provided as evidenced by finalization of
Autumn Crest 1 st, 2nd and 3rd Additions.
3. That at the time preliminary approval was granted, development of the proposal
was cond.itioned upon the extension of public senrices which are not yet available.
This pmvision shall not apply to public utility extension which the project
sponsor would normally fund.
$E&nNSE: Not applicable.
8. No addidonal conditions have been recommended by the various reviewing agencies
and departments, including the County Engineer's Office, County Health District,
County Utilities and the Department of Building & Safety. However, the Central
Valley School District has responded to the extension of time request and has indicated.
that exisring facilities are inadequate to accommodate the impacts generated by the
proposal. The School District has requested that the applicant be required to reach a
voluntary agreement to mirigate the unpacts of this proposal on the School District.
This request is included as a cond.ition of approval for this extension of time.
9. This is the second request for a time extension. The total life of the preliminary plat has
been approximately 5 years.
DECISION
BASED UPON 1'HE ABOVE Findings of Fact and Conclusions, ane nsion of time request
for application PE-1570-89 is hereby APPRr~V
CONDITIONS OF APPROVAL
SPOKANE COUNTY PLANNING DEPARTMENT (UPDATED)
1. All those conditions of approval specified by the Spokane County Hearing Examiner
Committee Find.ings and Order dated March 23, 1989, with the following updated
cond.itions.
2. That the preliminary plat be given conditional approval until September 1, 1997. The
applicant may nequest an extension of time by submitting a written request 45 days
prior to the above expiration date.
3. The owner shall negotiate with Central Valley School District and submit a recorded
copy of a voluntary agreement making provisions for public schools prior to
finalization and recording of the plaL The agreement shall provide a written description
of the subject property to which the agreement applies and also state the dollar amount
and any other agreed to mitigating measures.
The owner shall also notify any potential purchasers who have made an agreement to
purchase property within said plat pursuant to the Revised Code of Washington (RCW)
58.17.205, that adequate provisions for school facilities must be made conditioned on a
future agreement between the plattor and school district.
Voluntary agreements between the owner and school district shall conform to the
requirements of RCW Chapter 82.02.
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Extension of Time Find.ings PE-1570-89 "Page 3
DATED THIS SI5DAY OF AUGUST, 1994
j HN PED fRSOIN~~
enior Planner Under state law and county ordinance, you have the right to appeal this decision to the Spokane
County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be
scheduled. To file such an appeal, you must submit a letter along with the appropnate
processing fee payable to the Spokane County Planning Department, within ten (10) calendar
days from the date this decision is signed.
If you have any questions, please call the Planning Department at 456-2205.
c: County Engineer
County Utilides .
County Health I?istrict
County Building and Safety
Central Valley School District
Landreth Construction, 708 North Argonne, Suite 18, Spokane, WA 99212
Inland Pacific Engineering, 707 West 7th Avenue, Suite 200, Spokane, WA 99204
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SPOKANE COUNTY HEARING EXAMINER COMMITTEE
FINDINGS & ORDER
DATE: March 23rd, 1989
RE: HUNTER'S GLEN
PE-1570-89 Prellminary Plat
ZE-7-89 Agrtcultural to UR-3.5 ,
1. The proposal is to divide approximately 38.2 acres into 109 lots for single family _
dwellings and to change the zoning from Agricultural to UR-3.5. ;
2. Located: On tfie southeast comer of Progress and 16th Avenue in the Spokane Valley. The property is "L" shaped extending south from 16th Avenue and Progress
to the vicinity of 22nd Avenue and then east to Sullivan Road. LACated in Section
26, Township 25 Nonh, Range 44 E.W.M., Spokane County, Washington.
3. We find that the item has been property advertised in accordance with state and
local regulations.
4. We have considered and evaluated the infoRnation and oonditions oontained in the
Planning Report for this proposai.
5. . The Comprehensive Plan designates this area as Urban and is within the Priority
Sewer Service Area (PSSA) boundary.
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6. That we believe the proposal is compatible with existing uses in the area which
include single family residential uses on similar size lots.
7. We note that owners of adjacent and nearby property spoke generaliy about
improvements concerning 16th Avenue. No one appeared to oppose the proposal.
8. We find the provisions of the State Environmental Policy Act have been complied
with.
9. That we approve the recommended changes in the oonditions of approval presented
at the public hearing.
. 10. That the reoommended guideline of 35' ft. setback was excessive along 16th Avenue
and Sullivan Road due to existing development in the area and the remote necessity
of the setbadc being necessary.
QECISION AND ORDER
VOTE: 2-1 to Approve
IN R FERENCE TO THE ATTACHED FINDINGS & ORDER. THE HEARING
EXAMINER COMMITTEE ADOPTS THE FOLLOWING CONDITIQNS OF
APPRQVAL ATTAQiED LLERETQ
PLANNINQ DEPARTMENT CQNDtTIQNS:
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3-89 HEC Findings Page 2
1. That the below listed oonditions of all Departments and Agencies are binding upon
the applicant, owner(s) of the property, heirs, successors or assigns.
2. The preliminary plat of record approval is for the property legally described in
- the application for this proposal.
3. That the Final Plat be designed substantially in conformance with the preliminary
_ -plat of record as legally described and advertised. No increase of density or lot
number shall oocur without a new application submittal and approval.
(G .
;.4., The Spokane County Subdivision Administrator shall review any proposed Final
'Plat to insure compliance with the. Findings and Conditions of Approval.
That the preliminary plat be given conditional approval for three (3) years to
`April 1 st, 1992. The applicant may request an Extension of Time by submiriing a
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written request forty-five (45) days prior to the above expiration date.
6.. Upon filing the Final Plat the zone change of the Final Plat area shall be finalized
and the existing Agricultural zone classification shall be changed to UR-3.5.
That a Final Plat name\number be indicated before the final plat is filed; such name\number to be approved by the County Ptanning Director/Designee.
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- c 8. That appropriate road names be indicated on the plat.
.9. That appropriate utility easements be indicated on oopies of the proposed final plat.
Written approval of said utility easements by said utility companies must be
. received with the submittai of the final plat.
10. That 3 current certificates of title be fumished the County Planning Department
prior to filing the final plat.
.11. That the following statement be placed in the final plat dedication: "No more than one dwelling structure be placed on any lot nor shall any lot be further subdivided
for the purpose of cteating additional lots, ownerships, or building sites without
first filing a replat."
12. e final plat map shall indicate by a clear dashed line, the required setbacks from
, private, tract x or public roads. the dedication shall contain a statement that:
' ide yard and rear yard setbadcs shalt be determined at the time building permits
. re requested. The setbacks iRdicated on this subdivision may be varied from if
roper zoning approvals are obtained." In additwn setbacks for buildings shall be
25' ft. from the Sullivan and 161h Avenue right of way.
13. That a plan for water facilities adequate for domestic service and fire protection be
approved by the water supplier, fire protection district. Spokane County Building
& Safety Department and County health authorities. The agencies will certify on
the WATER PLAN, prior to the fling of the final plat or any phase of the
preliminary plat that the plan is in oonformance with their respective needs and
regulations. The WATER PLAN and certification will be drafted on a transparency
suitable for reproduction and be signed by the plat sponsor.
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14. The purveyor will aiso certify on the Water Plan that appropriate contractual
arrangements and schedule of improvements have been made with the plat sponsor
for construction of the water system in accordance with the approved WATER PLAN.
The time schedule for improvements will provide for completion of the water
system and inspection by the appropriate health authorities prior to application
for building permits within the final plat. The arrangements or agreements will
include a provision holding Spokane County and the purveyor harmless from claims -
. by any lot purchaser refused a building permit due to the failure of the plat
§ nsor to satisfactorily oomplete the approved water system.
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~15 he fi nal plat dedication will contain the following statement: "The public water
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~ Atem, pursuant the WATER PLAN approved by County and State Health
uthorities. the local fire district, County 6uilding & Safety Department. and
ater purveyor, will be installed within this plat, and the subdivider/sponsor will
~ provide for individual domestic water service as well as fire protection to each lot
prior to sale of each Lot and pr'wr to issuance of a building permit for each Lot "
That no building permit will be issued for any lot within the Final Plat until
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certified by a Washington State licensed engineer "that the water system has been
installed pursuant the approved WATER PLAN for the Final Plat", signed and
stamped by said engineer. The certification may be in the form of a letter but is
' preferred to be certified on a copy of the WATER PIJAN as a schematic map showing = . the "As Built" water system.
That a survey is required prior to the filing of a final plat.
~ 02_VNTY EtOINEER'* CONDITIONS
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1.'~ That plans, profiles, and cross-sections as designed to County standards showing
proposed street centerline and curb grades be submitted to the County Engineer for
approval prior to construction and/or the filing of each final plat; road plans to be
prepared under the direction of a licensed Professional Civil Engineer.
_ 2. v/ That drainage plans and design calculations showing the alignment of drainage facilities be submitied to the County Engineer for approval prior to construction
` and/or the filing of each final plat. Orainage plans to be prepared under the
direction of a licensed Professional Civil Engineer.
- 3. Construction within the proposed public streets and easements shall be performed
under the direct supenrision of a licensed engineer/surveyor, who shall furnish
the County Engineer with "As 6uilt" plans and a certificate in writing that all
improvements were installed to the lines and grades shown on the approved
construction plans and that alt 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 worc 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 each final plat or a bond in the amount estimated by the
; County Engineer to cover the cost of construction of improvements, construction
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3-89 HEC Findings Page 4
certification, "As 8uilt" pians, and monumenting the street centeriines shall be
filed with the County Engineer.
6. No direct access from bts to Stub Road oonnectbns until such roads are constnucted
to Counry Standards and established as County Roads.
. 7. Roardesign, construction, and drainage controi for 1/2 Right of Ways and Stub
Y 1. Road oonnections are the responsibility of ihe eve oper.
_:8: T~ t appropriate provisions be made that the following descxibed property be held
in trust until the oontinuation of the streets be dedicated or deeded: A I-ft. strip at
't~e ends or edges of all streets that terminate or border the final plat boundary.
emporary cul de sacs are required when streets terminate at the plat
ll'oundaries.)
.~y9 . The applicant should be advised that individual driveway access permits are
required prior to issuance of a building permit for driveway approaches to the
County road system "
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0. % ication of 10' ft. of additional Right of Way abng Progress Road as depicted on
e Preliminary Plat.
D - icatan of 30' ft. of additionaI Right of Way alonA 16th Avenue and Sullivan Road
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s depicted on the preliminary plat.
.1lt. A statement shall be placed in plat dedication that no direct access be allowed from
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lots to 16th Avenue or Sullivan Road.
42. Existing County roads providing direct access to the plat shall be paved and curbed
to Spokane County standards.
43. That all public roads within the plat be designed and constructed to Spokane County .
standards.
V14. That sidewalks are required along the arterial(s) on Sullivan Road 16th Avenue
and St. Charles Road.
15. The word "applicant" shall include the owner or owners of the property, his heirs,
assigns and successors.
L( 6. The County Engineer has designated Typical Roadway Seciion Number Two.
Collector Arterial Standard for tfie improvement of St. Charles Road which is to be
constructed within the proposed development. This will require the installation of
40' ft. of asphalt. The oonstruction of curbing and sidewalk is also required.
JThe County Engineer has designated Typical Roadway Section Number Two, Access
Street Standard for the improvement of internal streets other than St. Charles
Road, which is to be constructed within the proposed development. This will
require the installation of 36' ft. of asphalt. The c;onstruction of curbing is also
required.
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3-89 HEC Findings Page 5
The County Engineer has designated Typical Roadway Section Number Two, Access
,.,/Street Standard for the improvement of Progress Road which is to be oonstructed
adjacent to the proposed devebpment. This will require the installaiion of 10' to
12' ft. of asphalt. The oonstruction of curbing is also required.
The proposed plat shall be improved to the standards set forth in Spokane County "
Board of Commissioners Resolution No. 80-1592, as amended, which establishes
regulations for roads, approaches, drainage, and fees in new oonstruction.
8*. This plat or devetopment proposal is located within a drainage basin which has been
identified by the Spokane County Engineer's Office as having stoRnwater runoff
` problems. Since this plat or- development proposal is affected by or is a
contributor to stormwater flows, property owners should panicipate in the
planning and implementation of a future basinwide stormwater management
system. The following statement shall be placed in the plat dedication: "That the .
owner(s) or successor(s) in interest agree to join in any County 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 ptanning,
design, constructing, maintaining or operation of stormwater control facilities".
Note: The proposed road rigM of way dedication depicted on the preliminary plat +s ~ consistent with the County Arterial Road Plan. This dedication eliminates the need
for the establishment of a reserve strip along either of the arterials.
o~That Sullivan Road and 16th Avenue be improved per the approved Typical Roadway
Cross Sections for those roadways. A copy of these Cross Sections is available at
the County Engineer's Office for inspection. These improvements will consist of
1/2 right of way along the frontage of the site.
20. Any change in alignment, removal or relocation of power lines located along the
West side of Sullivan Road is the responsibility of the applicant.
21 . That the location of the 21 st Avenue intersection at Sullivan Road shall correspond
with the intersection alignment of 21 st within the proposed plat of Ridgemont 3rd
Addition. If the alignment of the intersections is not possible then the intersection
shall be offset per Spokane County Standards.
22. Construction of the median depicted on-the preliminary plat at the 21st Avenue,
Sullivan Road intersection is subject to the approval of the County Engineer.
Additional right of way width may be required if approval of construction is given.
COUNTY HEALTH DI$TRICT CQNDITIQNa
.1. 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 (purveyor), and the fire
protection district will certify, prior to the filing of the final plat, on the face of
said water plan that the plan is in conformance with their requirements and will
adequately satisfy their respective needs. Said water plan and certification will be
drafted on a transparency suitable for reproduction. -
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3-89 HEC Findings Page 6
, 2. The purveyor will also certify prior to filing the final plat on a copy of said water
plan that appropriate contractuai arrangements have been made with the ptat
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. The contractual arrangements -
will include a provision holding Spokane County/City of Spokane, Spokane County
Health District, and the purveyor harmless from claims by any IoUtract
purchaser refused a building permit due to failure of the plat sponsor to
satisfactorily complete the approved water system.
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3. A public sewer system will be made available for the plat and individual service
- ~ will be provided to each lot prior to sale. Use of individual on-site sewage disposal
systems shall not be authorized.
A~s~~ tement shall be placed in the dedication to the effect that: "A public sewer
s~ "tem will be made available for the Plat and individual senrice will be provided
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o each lot prior to sale. Use of individual on-site sewage system shall not be
uthorized."
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' S: The dedicatory language on the plat shall state: "Use of prnrate wells and water ~J~_systems is prohibited."
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• 6. Theplat dedication will contain a statement to the effect that: "The public water
, s~y~tem as approved by County and State health authorities and the local fire
, ciistrict and purveyor will be installed within this plat, and the subdivider will
, p r o v i d e f o r in dividual domestic water service as well as fire protection to each lot
prior to sale of each lot."
_Q_UNTY t1TILITIU DEPARTMENT CONDITIANS
1. This project will make connedion to the Valley Sewer project.
BUILDING & $AFETY DEPARTMENT (;ONDITIAN$
1. The applicant shall contact the Department of Building and Safety at the earliest
possible stage of desigNdevebpment in order to be informed of oode requirements
administered/enforced by the department; e.g., State Building Code Act regulations
such as requirements for fire hydrant/flow, fire apparatus access roads, private
road designation/naming, street address assignment, building/demolition permits
and general coordination with other aspects of project implementation. _
FIRE DI$TRICT NO. 1 CONDITIONS:
1. The installation of five (5) new fire hydrants. These fire hydrants for fire
protection will be installed acoording to an approved water plan submitted to Fire
Oistrict No. 1.
.
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3-89 NEC Findings Page 7
Approved on 23rd day of March, 1989.
THE NEARING EXAMINER
COMMITTEE HEREBY ATTESTS TO =
THE ABOVE FINDINGS AND
CONCLUSION AND VOTE.
Chatrperson
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OOUGLAS S. ADAMS DATE: 3-23-89
Spokane County Subdivision Admtnistrator
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~ 'OFFlCE QF-THE COUNTY ENGINBER ~ ' A DIR!iSIbN OF THE PUBLIC WORKS DEPARTMENT
= `"1'_ `Ronald 'C, H-o_r.mann, P.E., County Eyngineer . Dennis M. Scott, P.E., Director
~ PRIO,RITYTEE ~ A"GRUE-MENT . .
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ENGINEE~R'SAGREEM~ENT NUMB~ER 70 ~
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Thi~s,.agreemen~t. 'between Spokane Coui~ty~~an.d ,'Lt~AWIP;~',f~
" . k~name,-or;persan-
whose, i,erest .i`n~_tlie proj:ect is
_ _ . . kr.e. owner, agem,.;e.~c:~~~~
This a reement is a. - 'roect
is ent~eredF'i~~nto Yt~hi~s. IIP'~T~1~, daY of DL'~f'0~,'.E12:~~ 1~9 ,
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projec'~a~ P ress or~fi~ename &Ti_~e ~~um .
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~~=~~~1~[~-tti~e~ parties narned ~heire,n~,as. hxaving a~n i~nteres~t in ttie abov.e describe`d!p'.ro e~`r".t~y•~o'r~-'-~
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project -a~e~to: ,the Foll'owi~ng:_
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. k. '`,r'~sThey re9uest,that Priority review be given to t'heir project.
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:-~,~Re{irn~burse Spo~kane Cou~nty for ,project, .revie,w;r.a~h~d~s`pection fees as, specife.d -=in,
Gha~pter 9.:;4;~'of the :Spo~ka,n,e,County~~`de.-~-;~,~~e''feesill~be based on z'oubl~e-t"iTmrc
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.~s.t*incu]rred, by S~pokane,-,Caun~ty,r.fo~r;p_roJectk r~i'ews,:pl,us~ ten pe~rce~nt ~adm~inistrat~ve~r
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.cliai;ge;,f,a.n~d wiR1~1, be billed~.montih~~ly-a-s accrued:aI~~ ~~~Any:~~na~l~ bi~ll~~i~ng amoun{ts; to in,clnu~de.
~ ~ ~t~, ~ - • ~~L - • ~
~anFy~l,ate,:~fees or-any othcr expre ses,, i~ncu«ecl'ain, .t~t~i~e._'col°lect-i:on olf an over~d'~ue accounf:
„r ~ : r , ~ ~ s---~•
.
';.rn~ust ;tie~,paid.prior 'to t-he Coun'~ty's~ acceptance~-o,f"tfie ~project for filing.
' ~~„t ; -i-r.~ • , . - ~ r . ,
. . < • _ r 'n' ~ ii~ i' ~ ~ . -
. . ?;c ~ ~tit~ .,y; y' S~ ,-~t • " _ ~ _ . , . r , ' " _
~3Th;e~.u,n;de;rsigned ag:rees that these fees a~re due, aynd payahle upon receipt ~of the
" •,R~ :;.s~'~~ ~,;.~b:i~l'l~n~g a~s spr' ecified a.bove.
'r~An~y~-invoi,ces not ,paid within 30 days~o,ft`the-~in~voice_ d'~a~t~e.will be subjected-to a la~te;-~.
• , " - , - • ~rl:' ' . ~ ~ • . a ~ > . -
ch~arge of 1~,% per, tnon~th (1,2% ~er.year)t ,on,~~tlie-~ u J~Z•:n~pai~d balance o~f ~th,e a~ccount
. • ~ ~ t , - Y;
~ ~R` • . ~
..Y~.,, and any ,accru~ed late fee charges.-~> In .addditon; 'i~,f'~:any~ ou,t,stanc~ing ~ba~la~nce o~n~ the
~ 'acco~untV for ~t'h°i~s projeet is not paid -wi~.th'in tfhe ;i~nvoice d'a~te~ ,no fur tl~er.
k . - r' c o .
_ reviews- of the~ project ~iocuments~will:e~~%co,nduct;e.d~*un,t,i.l the entire acco,un,t' ~ba'la,nce
~i-s, pai;d.., Any bala~nce on t:he acco~untr~fo;r~rt5his~.,projecrt~~riot pa~id within~ 65" days of the
` invoice may ~resu'1't in ~legal-;cact~i',on~. o~ri'tsh ipe ni i,ta~tion of other collection
proced~ure~s;;.iJncluding referral to"a°c`o,l~l'ectjon,ra*gency: -Th;e~~Sponsor wil~l be, liable for ~
~a~~n~y~ and~-all, expenses i~ncurred ~~by t''~~ e~~Cou~rnty~~for -f'he col~lection of overdue a~ccounts., -
5.. The monthly billing should be sent to~'the_a,t~t;enti.on'~o,f:
_
NAME: L~~~iz.~'CN _ ~C~~oNST`'~'U'~,;.-G~T►;A~,,~=~ -
r _ -'7 _ ' _ ~ • f-~ ' 3-• ~ ~
- ~cTw3 . S Go"T~'
ADDRESS: 708 ~J • A~2~G:~~~oiQi.~_ 1~
,
CITY, STATE: Sp'u~.A~S~
ZIP.,COD;E: q q Z►2-- - - ~ , - - .
. i`- . .
q 2I ~1`-=,~c~'1~
•~~1" . I • , ~ M 1~~`r' - ~ ~ " ~~Yy' . '
~
. y~
t;and ~t~h.at fail'ure to ~aay these fees ~r"n~.vay• '-~Yres~s' ,~u~lil~a.y. :i~n cornplet,ion, ~or, a;~/ ~o~a~l~o~f'~t~he-~``ro ect4~or
~ Y
- _ _ g .l p
of~~e,~r=;p ssibl~e ~s~anctions.
this -,fee agreement is comp.l'e~ted~~s.om°eon~e~~ot4~er `t~han the Spo,nso~r<;(i.e.; t}tie~
.t • ` - „ •
--V~~p~roject owner or a. }~r_incip.al:is~~on~s~«.~n~g`t~he~p~coject); ~s'uc-'h, t~k71e~ -E~n:~ineer•.
' t 1 ~,s, ~ • ~ r
' horiz~att,on:.''ffthe •`S;pons9r specifc:a-l'ly
- <clesi~s r ~gn+ieng ~•th~e project, then writt-en a~ut
-
t i' i ' • • " A~•• f 3
' ~~ut~liur~~z~~~ng the A~~ent to execute th~ts "Fee~gree " ent is a,t~t~a -he~1 to this ~Fee
Ag~reem~ent.
SIGNATLJRE By:
;
SC~'C`t
~ .
(i . ~ PRINT, NAME)
,~T~UZN.PI~NCOPY TO'SPO i, ~ _ ~E'_CO_U,NTY_ENGINEERS .
! r; U~ir~ont,~ycfe"~e,~j 8~'R~U/93 • • <;;<
Avp~ k~Tne,.W~1;9,Q}2~C~i (509)-~,4'wSCi'~3M00` ~F'!1;-i(~'.09456=47,15, ' •4 ~r ~ s
(1?6 '.Rr ci
~f~ ~c~~..iF.~. . ~ .,'~f~y~~f{c`~~•r:.~. 71~i~1~~ vF 1 ....,~.N
. ~ ,
S P O ]L< r-4. L • C O C1 N T Y
r-- .
OFFICE OF TE IE COUNTY ENGINEFR • A D1VISION OF Tf IE PUF3L[C WORKS UEPARTMENT
Ronald C. Hormacin, P.E., County Engineer Dennis M. Scott, P.E., Director
PRIORITY FEE AGREEMENT
ENGINCER'S AGREEMENT NUMaER I ~IU _
Tllis agreement behveen Spokane County ancl L A►u 0%ZE'T'0 GoNSTrLV GT1CIv ,
(name ot pcrson)
whose interest in tlie project is 0~1VN6V.,
ki.e. owncr, agcni, etc.) "
is entered into this 10 Ttk ciay of OLT0i~3Q2.. 19 This agreement is anplicabte to the project
known as: Av"TUwW -p~G~--~'~` T T71~ITIt~t~1 E
~ O - 8q ~ .
lI'r~~jcci~tress c~r filcnanic ~tie uum ~cr'
Tliat the indivicluals and narties nameci herein as having an interest in the above cleseribeci rroperty or
project agree to the following: ,
1. They request that priority review bc given to their projec;t.
2. Reimburse Spokane County far project review and inspection fees as specified it]
Chapter 9.14 oF the Snokane County Coc1e. 7lie fees will be based on doublc-time
cost incurrecl hy Spokane County for project reviews pItis ten percent administrative
charge, and will be billecl monthly as accrued. Any final billing arnounts, to inclucle
any late fees or any otlicr expenses incurreci in tfie collection of an overdue account
must be paid prior to the County's acceptance of the project for filing.
3. The unciersigned agrees that these fees are (iue and payable upoi) receipt of the
billing as specificcf above.
4. Any invoices not raici witliin 30 elays of the invoice date wiU be subjected to a late
fee charge of 1% per month (12% rer ycar) on the unraicl balance oE the account
and any aecruecl late fee eharges. In aclclition, if any outstancling halanee on the
account for this project is not raicl within 30 days of the invoice clate, no further
reviews af the project documents will be conducted until the entire account balance
is paid. Any balance an the account for this project not raici witllin 65 days of tlle
invoice clate may result in legal action or the initiation of ollier colleclion
procedures, inc;lueiing referral to a collection agenc,y. T'lic; Spoilsor will be liable for
any and all expenses incurred by the County for the collection of overclue accounts.
5. The nionthly hilling should be sent to the attention of:
NAME: Lp~rivvz~q\
AcTt,} : s c o TT l-Ar.t ov_ e--ra l
ADDRESS: '1vF5 N. X42-6t okjNj=.
CI'TY, STATE: E , W •
F
ZIP C0DE: q q 2--
PHONE 6fZ"1--
I understand that failure to pay these fees may result in clelay in coinpletion or arproval of the project or
other possible sanctions.
❑ If this fee agreement is comrletecl by someone other tlian the Sparisor (i.e., the
project owner or a rrinciral in the Grm sponsoring the rrojcct), such as tlle Eiigineer
designing (he project, then written autliorization from the Sronsor speci[iealty
nuttiorizing tfie Agetit to execute this Fee Agree ent is atta tieci to this Fee
Elgreement. ~SIGNATURE By: ,i
(PRIN"T NAME)
RETURN P1NK COPY 'I'O SPOKANE CUUN'I'Y ENGINEERS
k\pV\priority.fee 8/20/93
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(5I19) 927-7 101
~ 7118 N. AKCIINiVh;, SUI'PI? 1tt ~
' srOKANr, "NA 99212 CHECK N0. "z
PAY DATE CONTROL N0. AMOUNT
~ TO THE Q'
ORDER OF 101.
( ~
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.
118008 LL91+' i: L 250000 A': Lt,9 50 604II'
RECEII.PT ~.~~ry►~ t~ .I___ 19 t~ No,
Received From
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. N I S'.?U
p1 ACCOUNT HOW PAID
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0
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Iil'1Sll)fN'1"lAL [)I1'I.rillliV SrnnANC. Nr,t 1192101
(509) 97 i- i -1111
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=
5PI1KAN1;, R'A 99212 C1AECK N0. 7
r
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DATE CON7ROL N0. AMOUNT
PAY
TO THE :5,p a~~'e O~i/'t .
~ ~
ORDER OF ~
7~•~-~~A! ` . . '
. ~
u6008 L L9,+' i: L 250000 2Lo: L4950 60L,11'
. ,
: _ ,
RECEIPT Date _._.19 ~ No. "il w ~~►i~
° Received Fram - -•C)l! A ~ . . , . - .
N
~
" Address
D ~
m
y Qo I la rs $4-QU ~
° For
~
L5.70 )7
ACCOUNT NOVJ PAID
AMi. OF
y ACCOUNi C'+''~~
~
3
. . • nbtr. v4iD CHECO
AAIANC( MONE't
DUE Ofl}fF
: • ,
. - ~ .
INLAND PACIFIC ENGINEERING, INC.
October 11, 1994 RECEIVED
~CT 131994
Mr. Dave Berto COUnty Engineering
Spokane County Engineer's Office
North 811 Jefferson
Spokane, Washington 99260
RE: AUTUMN CREST FOURTH ADDITION
PE-1570-89 •
Dear Dave:
Enclosed please f ind two copies of the draft final plat
referenced above. Please review for final approval. The
enclosed check for $100 is the plat check fee. Enclosed
also is a copy of the plat certificate, and a signed
Priority Fee Agreement.
Please call if you have any questions. Thank you.
. Sincerely,
INLAND PACIFIC ENGINEERING CO.
. .
Billie J Sp ling
. v
BJS/bjs
Enc. .
707 West 7th • Suite 200
Spokane, Washington 99204
509-458-6840
FAX: 509-458-6844
INLAND PACIFIC ENGINEERING - TRANSMITTAL
707 W. 7th Avenue, Suite 200 Spokane, WA (509)458-6840 Feuc: (509)458-6844
.
.....vr . . : .
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~
•
TO. SPOKANE C4UNTY E
NGINEER
~ . . ; .
. . . ••1~{•:•'.,~ J.tiStiti::.:
.1~.•.:::::~ •.:i.~~~.':~.'. }J.{1'F. :.1ti•}}::':~•.::i.:•:•::•.~~ ~'r•
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::.IP.
~ ~ ' }5•: ~3~3~~~ATT ENTION. Dave Bert ~ ~ ~ P ~ ~ •~~fi~ . ; . :.r~
~ : ..K.~;~ r:
..1ti~V•:.~• ~ •:f. ~~•t.
: fJi J.~:
~'~5'r::~:'-r '~':~i::; ti ~ ?~i:
- . ,~:~:{~i:t:~.~' ::~7
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PROJECT PE-1570C ~
~
JqjV 2 2 1996
: .
. ~ . .
Description: sPOxA14E ccuM1't EN61NEER
■ Xerox Prints 0 Copy of Letter ■ Oriqinal LettQr,s of Qredit
0 Originai Drawing ❑ Contract Documents 0 .
■ Title Report ■ Declaration of Cov. 0
No. Copies Description
1 mr1r%in : ioned and Notorized Declaration of Covenants
Oriainal Mylar Qf Final Plat (2 Shpets)
1 Sewer BQnd
1 $treet Bond ~
Purpose
■ Information 0 Review & Comments ❑ Per Your Request
O Written Approval 0 Signature & Return ■ File
Remarks ~
Dave - Enclosed please find the original Declaration of Covenants which
needs to be filed. Also Enclosed please find the Original Mylar with the
Original Sewer and Street Letters of Credit. 1f you need any additional
information, please do not hesitate to contact this office. Thank you.
~
Signed: '
~
f.14 yards of each residence shall be landscaped by each owner '
in subs tantial conformi ty wi th those homes already bu ilt
and landscaped.
I) Maintenance of Storm Water Drainage System. The
storm water drainage system, as designed by Adams and
C-lark, and approved by Spokane County, has been or is being
installed' for the purpose of controlling surface water in
the project. In order to ensure the efFectiveness of this
drainage system the Autumn ('-'rest Homeowners' Association
shall be responsible for any ongoing maintenance and
expenses thereon. The Association shall maintain the
stormwa'ter d rainage system -in reasonable conformance wi th
the approved drainage plan.
. J) Rentention Pond and Drywells on Lot 5, Block 2
and Ditch Adjacent to and West of Lots 3-7, Block 2.
The surface water collected- by the drainage system
. • described above shall be placed in a retaining pond which
is inside •the' project, and a ditch which is outside the
project. * The Developer shall retain the right to drain
surface water from the additional land owned by it into the
pond and the ditch. Maintenance costs of the pond and the
ditch including, but not limited to, taxes, insurance,. weed
control, etc. , shall be the responsibility of the
' Association. The-Association shall maintain the Rentention
Pond and ditch in reasonable conformance with the approved
drainage plan. The Association shall have the right to
-11-
' • r •
~ pro-rate the above mentioned costs and charge- the
appropriate amounts for the additional drainage, from tne
adjacent property currently owned by the Developer, to the
then owners.
Section 6. .1-onstruction Restrictions.
A) Alteration and/or Impcovements to Property. With
the exceotion of work carried out to further tne completion
of the project, no building, fence, wall, obstruction,
balcony, screen patio, patio cover, tent, awning, carport,
carport cover, improvement, structure of any kind, and no
site prepat ion (Excavation, clearing or other preliminary
work) shall be commenced,- erected, painted or maintained
upon the oroperty, nor shall any alteration or improvement
of any kind be made thereto until the same has been
approved in writing by the Architectural Control Committee
hereinafter referred to as the "'Committee", appointed by
the undersignedi and/or the Board of -Directors of the Autumn
.
'C'rest Homeowners' Association, at such time as that
responsibility is transferred to the" Autumn Crest
Hvmeowners' Association by the Developer, but not later
than the sale of the last lot in the project, including any
land or lots annexed to the project.
B) Plans and Approval. Plans and specifications
showing the nature, kind, shape, height, color, size,
materials and location of such improvements or alterations,
shall be submitted to the Developer, or Committee if this
-12-
~
.r
. .
DEVELOPER BOND REVIEW FORM
ProJ'ect Name: ~ i/vIli/ Avv
,
Project Number: /57o r..
J~
Location: zDya ~ 1 61-r44 (4,-r
. ~
~
Original Bond Amount: I S, 700
Original Bond Date: ' 1 Z)oZ~I, c-~-
Bond Balance: ~o
Bond # ~
v ~
REVIEW ~
o N\1
Last Review Date or Punch List Date: L
Work Remaining to be Completed: T
Reviewed by: Date:
Findings:
RECOMMENDED ACTION:
(Circle Action)
1. Release Bond 2. Reduce Bond 3. Continue Bond
By: Date:
Action Taken:
(Circle Action)
1. Release Bond Letter 2. Reduce Bond Letter 3. Continue Bond 4. None
By: Date:
FOLLOW UP
Follow up Scheduled:
Comments:
Files Updated Comments: Date: By:
Files Updated Comments: Date: By:
Files Updated Comments: Date: By:
Files Updated Comments: Date: By:
Files Updated Comments: Date: By: .
~
. ,
pur-310HN J
PROJECT NAISM. hvk C r e st y~~ Dejd,*., '
INSPECTOR: DATE' I a13 f 9 S-
t 1/r'i/9S
COrfTRACTOR ANDIOR SUBCONTRACTORS: Kpdute%
MurplUj $ro, w~'.~kl~. ~ S~a~r
. .
ITF.MS: - '
Ae
~ ~ Sf:~7 I I S~ rf ~ .
. J
ML
&fel ~
~{,7TtK ~ f A D NarireAl, GLo►out1r I IAQ
N.~r+zo R~ A^' 4q.V50 /et,
SBWER INFORMATION:
• f
AIR TESTED: DATE: 51z Dr PASS o PAIL
. : .
~ NiANDRELL: DATF: )WPASS o FAIL ,
TV INSPECTION REQUEST: . DATB:
LNSPECTdR' S SIGNATURBD. ' . ~
~ ~ • ' . . ~
. . • • . • .:~':1~j':~~.1~7i[~t- • - -^►`'.A, • . ' • i - _
~
YRF►EYOCABLE LE1'TER OF CAEDYT
AttourtT: s 15,700.00 _ Na.
T0: Spokane County Enga.neers
• North $11 JefFerson ;
Spokane. WA 99260-0174
SUBJECT: Autumn Crest Fourth Addition
. (Development)
Gentleaen: . Wc hereby auChorize our irrevocable Lerter of Credit in yQUr favor, and '
$uChorfze you to draw on tha Washington Mutual,Bank ,
(nama of bank)
a draft up to Fifteen Thousand Seven Hundred & 00/100ths (Dallars)
($151,700.00 far the accourit oF . Landreth Construction, InC.
(name of cus tomer)
The draft, drawn uuder Chis Letter of CrediC, covers the assuraace of
-completiou of installation of roadway improvements, including grading, gravel,
paving:, curbs, sidewalks, sCorm drainage, draiuage swal.es, monuments, street sigas aad other work as is incidental and. related rhereto in'accordance with
Cbe drawings and specifications as eubiAitted..to and approved by the Spokane
County Eugineer's Office ori = f _ • . ' ' - , and is Lo be
(date)
accompaaied by the following documents: written request by Spokane Couety
BngineeY's Office.to Washin&ton Mutual Bank (bank), ati the
above sddress indicating non--couipletion of a].l or any of the above inprovements '
aad, that amount of money required,_to eompleCe Such impravemenes.
ue hereby agree with the drawer, eadorsec and bona Fide holder- of * thia
. draft. negetiaCed under and id CompXignce wiCh the texms af this credit, that said draft , sha11 be dtily honored upon presentaGion at the Washinqton Mutual Bank (ba❑k), at any time befpre complettan of xhe
above-described improvemeAts or. performance, in vlstch evenC kriLten notice shall be given by~Spokane CaunLy to Che barik. .
Drafts, dravn under thf.s Letter of Credit, shsJ.l bear on their fare the
words: • • Drawn under Washi,ngton Mutual Bank _ (bank)
. Credit No. O1-f332-
.501701-7 Dated . . .
- Bank Name:
, By~.
,f , ► ~
-.-.-Gary.~. Marks A.V.P.
- (authorized signoc)
9/1987:PLAT6
.
OFFICE OF THE CODNTY EDTt~I~ER
$FQRM Ca'OLqTY, MUNINGTON
TQ : 9GQTT EQC#EA
.
FRCK: DAVE BERTfl ~
DAT'E: January 24 r 1946
BIIBJECT: BOND ITFMS P1570G AUTUNN GREST 4TH ADD
Thra bond fvr thra abova m$ntivned project is for the following
items:
1) All the items on the approved road and drainage plans with
the exception of the sad for the "208 fi Swales.
2) Bond has been redueed to $15,700,00 to reflect work
completed.
c : \wpdoc\dave\memo\items
{
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~
S P O K A N E C O U N T Y
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director
h~ n•~r¢ IVI
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1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
,
. ~
;
S P O K A N E C O U N T Y
DNISION OF ENGINBERING AND ROADS ~ A DIVISION OF THE PUBLIC WORKS DFPARTMENT
William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director
~o ly, o r ~ f~ '7 t~ O 1
t
geozt Landre :h
a.s~.~aii!~ i i `•;~w;.:. a + ^~at~ro 7 n~:v~` 1
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i i LA 1.a. ir CJ l.• 1'J 1 1 t 1 i i '~t Y~ .1► . 1~i i. ~r 1 1 L`.d rJ Z~1 :r ~ Lw ar
be°n recruCed tC: S15,'700.00.
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Va r-~.r ~-t-I L ~r ~rc. u C-o :
f~
\ •
Gal,r~d A. 3e rt~ a t 1o ti1 p~.~ a1~~~~ z~~L~/ ~3 S~L,
1026 W. Broadway Ave. • Spokane, WA 99260-O1T0 •(509) 456-3600 FAX: (S09) 324-3478 T'DD: (509) 324-3166
9 ST BONb REDUCT'lON
PRO.lECT P15"M AUTUMN CREST 4TH A$O NAME OAVE BERTO DAfiE 204MW-W
uRAM4 i~ uwrl ~ QUANiT1f PRiC € i:i~ 1
11 ta# - T~ A R~ 1f1A~ FA A'% 1 ~Ff1 f1f1 '%7~ flfl
wr v.w-
A~ q T A • AA/ r~ I~ • MI" /►Iz} Lgywen- i ype cs 0 i uM rA 0.2 1 o'vu'.wAA ozo.w
3) (3rate - Type 1 EA 315.00 0.00
4) GraM Type 2 EA 340.00 0.00
5} GrAe - Type 4@ 1096 EA 0.8 300.00 240.00
013adffil Fcw uiAl (D 1016 CY 28 16.00 464.00
7) ConeWe lnkt (D 100% EA 2 750.00 1500.00
8) Spakane Cw* SWndard Curb iniet ~ 1096 lF 0.6 250.00 150.00
9) C.M. P±m 1T DiB. LF 77.90 0:90
10) v.iR. Pipei6' Dia, i.F Z7.80 0.00
11) C,M. PiRe 18' Die, LF 31.50 0.00
12) Pre= Manhole EA 1500.00 0.00
13) SoM lid EA 310.00 0.00
14) DkCCtUU208 Excawation ~ 30% CY 82:5 10.00 825.00
15) Sod SF 0.08 0.00
NON STANDARD DRAiNAt3E tTEMS
1}F(1et Fabfc L1ring For 8D.iM. ~ 1096 LS 105.00
2) 0_00
3) 0.(0
ay 0.00
s) 0.00
6) 0.00
0.00
ORAIMAC3E SU6TQTAL 4484.00
16) !l~mumerns ~ ! Q% F4 0.5 ±&S.OQ 92.50
17) Barricafa LF 33.00 0.00
? S) Street Signs ~ 100% EA 3 85.00 255.00
OTHER SUBTQTAL 347,50
.
GRAOINQ, SURFACIldC3, CURB, ANQ SlQEWAIK
19) Rough Gtade @ 10 % CY 167.42 10.00 1674.20
20) Top Caurse C 10% CY 133.54 16_00 2136.64
211 Base Gourse GY 16.00 0.00
22) Asphaft Corctete Q 1096 Tons 69.46 44.40 3084,02
23) Cutb TyW A LF 7:A0 0:00
24) Curb Type BQ 1096 lF 296.31 8.00 2370.48
25) Cwb Type R LF 8.00 0.00 .
28) SkWm* IM 1096 SQ YD 87.48 16.70 14+60.92
NON-STANDARD ROAD ITEMS
1) Saw Cut & Remwre Etsift A9ph On Progress ~ 1096 LS 50.00
2) 0.00
3} 0.00
41 . 0.00
GRAOING AAiD SURFAC11dG 10778.26
USE $15,700.00
aRANO TOTAL 15,607,76
` ~~'.i. ~~=y~..~:'~I~p~{~,M+i.' . ' L"^ • _ ~ ~ .n _ . ~ . ~r1w~
• ~ i . G i~ ~ y~ , ' V . ' ~
v . ~ . i «
~ - DF. F tC E O►F CO}U~N~T ENGINE ER ~ ~ .
SROICANE GQUN~'LY;,VIfASHIN GTOf['
Daip- , 0
f`nter,-offita Commun' 'on
. r - , .t
~
F ~ . .
r I ' • "t
f: ro ►
- - S`ub
,
. ~
• ' . r
,
~
0,1
. ~ ~ ~
~
• . j ' ~r~ ' ' ~,.+''i } Y • r ~ ~ ~ ~t~
~ Fornm 327.=G:
~ . . , .
w . ~ ~
:ti•
BOND EST I irATC
- -
cCT F, 1~7Q1 C )=I UTUMi1 '~.rN E` i4 Tti A DQ NnME CAV[; BCR~J GA7E 02-Dec--94
5:~;: A itiAGE TATf=MS 7 R4t UNIT~ QUIAN IT`f PRICE Ct7ST
Dr-ywe 1 1 - T`!pe A 1o7o EA 3 1250. 00 3,750. 00
0 ry c•, e 1 1 - i y p e B 10,70 CA 5 1630.00 8250.00
Grat e- Type 1 Ea 315.00 0.00
3T-:,i: r-. Type 2 c~ 340. 00 0.00
;;,ai e- Type 4 10%-S5~a EA $ 1300. 00 '62400. Q►0
13 ,,cl: 4F i 1 1 ro r• rW 107. y 2^0 lb. 00 4640.00
Concret e I n 1 et - - lpp~o t=A ` a 750.00 1500.00
Z)rGl<"TiE County Standard Curb In,et 107o C;~ ~ 250. 00 1500.00
C. M. Flire 1:" Dia. LF 27.00 0.00
Ripe 15" Lia. LIF 27.80 0.00
: C. P'i pe 18" Di a. 3, 1. 5. 0 0. 00
Mw1 i ih15 0 ~l . J_~t~l . ~Zltt
. .Z ~ ~~Z~ h
3 01 i d 1 i d ~ i t1.~ . Zt~+ 0. 00
2: '~Z1,3 E x c_av a i an 3076 f60s V~0 7 l ~~h. 0 ~
~I ♦ .r ~ • Lr
~ ~C:j 70
. Z'qNL"'ARD DRAi^lFttuE iTENS
~ k. .
' :t'i. r:.f~ - 1070
1 ~~~.r. .
' • :'1, ~1~1
6;1. i71 dJ
• ~f ~
• ' b~. a~
DRA i NAGE SUgTOTAL 25840.00
Mcn1.trnents 1ot. f~~b ~5 ~~5. Ol.t 92 23. 0 0
• i 1 . S ~ : i l. fl ~ ~ ` F I ~ • ~~~(1'+ f.._ r-1 • . ~ ~
,:.`•.r~e.. ~~s ..5. 0 c~~ 255. ~0
n
cR a!
^tn'1nlJT1 lir• ...%S ~~Ur` /1/^f~ F IM l.Z4l=~ f''~, Lr`•.r ~~~::J '+hirr.~-~"_. ••^•J
\ 1T~ ~ 1 •'1 L ~ 1 lJ .'I f 1 L~ i♦
3i1
10'10 .r.~ L C, ! 4 . ~ 1 ~Ll. ~L.62 0 l 6 74 2. 0 0
2136EI.40
i Dp CO;_1rs@ ~~y0 C.Y l.r.:r~. 4 1.~. 710
1~ ~
a ~ ~ltK.~
- - , i~ c~ = ir 0 1~ f- s e ~..ii t~.'• ~C.►0
Hsanal t Conct,ete lOl, c94. 6 44.40 30840. 24
:.37i i ur•t Type A 0s„ ~.a'.
8 1p7o Lt= 29E~s. 1 3.00 2'3070- 4. 80
Tv a N R 2: . 0. 0
::L; SidewalK lOT. fe&;~ `'"D YL 874. 3 1S. .70, 14609.16
•:^;~-STANLARD ROAD ITEMS
: ~ ~ ke a.x i r~ r-. 1 • Gi '~VI
...~~3'l ~ r1~.. r`_ t1ii~V @ i3 ~S
rqr-cbss 1010 :_S 430
. \ V~w VYJ
0.00
G:A1?;N3 AND SL'RFACIPJG 10 77Cu.. E~0
C^aND TOTAL :-0 f+, 73 6ti
•-~~-r' • . . . . . - , . . ,
- ---~i-
. • ; .
BOivD ESl" I MATE
PRt3JEGT P15I0C AUl"UMh! CREST yTf-i AnD NAME r.1AVE PERTO DATE 02-Dec--94
D FZAI IVAGL I"fEhrlS UN Z Ta G!iJANI TY PRT CC COST
13 Urywel l-- ('YPe A EA 3 1250.00 3750. 00
2) Dr,ywe1 1 1 Ype R CA J 1650.00 8`50Q 00
3) Grate Type 1 EA 315.00 0.00
4) Gr,a{; e 1-Y~e 2 1=A 340.00 , 0.00
5) Cr,at e- T y pe ti. EA 8 3,00. ~0 24~.70. 0Q►
6) BaCkfi 11 For' nW CY 290 16.00 4640a 00
7) Concr,et e I n 1 et EA 2 750.00 1 500. 00
a) Spoka.f-ie Co'Ant ySt andar,d C'_ir-ta In 3. et Ef~ 6 2_150. 00 1500.00
9) C. M. F'i pe 12" Di a. LF 27.00 0.00
10) C. M. Pipe 15" Di.-A. Lr 27.80 0.00
11) C. M. F'i pe 18" Dia. L.,F 31.50 0.00
12) F'recasl%-,- Man h o 1 e C A 1 15 0 0. 0 0 0. rzlo
13) S o 1 i. d 1 i d EA 310.00 0.00
14) Ditch/208 Excavai ion CY 275 10o 00 2750.00
15) 5od SF - 0.70 0.00
NUN STANDARD DRAI NFtGE I TEMS
1) h i 1 ter, r= a br i.r_ L i rii n g f= or 8 Ia .l# Q I_. s 1~ 50A00
) ~.04.'~
wt „ 0 t71
4) 0.00
5) 17J, 00
Ei,) • ' 0.00
URAINHGE aUBTOTAL 25640. 00
18- ) hl a mt rn e n t- s C7A 5 185.00 925.00
17? Barric^ade LF 00 0.00
18) Street Sigiis CF~ :3 35e 017i ~:'55. 00
0~~~-~E i~ ~~UI=~T~JTAL 4. I ~a~1, ~tt~
URaDING, Sl1RF= (G x NCg C:UR~~, AND S I DEt•.rtLK .
17) Rota9 17 6 r,ac,e- 1674,2 10.00 16742. ~0
20 T Top GoLtrae CY 13:5= lE 16.00 21366. 40
21) Ba se C oLt•r, s c.~ CY 1 11-1.00 0. 00
`L) Hspt7a1 t- Concr°ete Ton s 694.6 4•4a 40 30840. 24
23 ) C uT' l, T yr w e A LF 7.OV) e..00
`4~ C;i_irt~ 'fype B LF 296~~ti 1 8.00 23704. 80
25) Cur°b 1" y I•a e ~2 8. 00 0.00
26) SideWG;iJ. k St',! Y Ll CI /°'Po 8 16a (0 14609e 16
NaN-STANDARD f,OAll ITFIYiS -
1) S)aw 'C;_a t?v Rem c ve 11-Ex i sti ng nspht'-sn 0.00
F'ra gr, eas t_ s 500.00
2) 0. 00
3) . . oQ+
GRADI NG APJD Si..:RFAC I NG I 0776~_. 60
sw. _1
34-~~ ~
i
. CRA~iD ~"fafA~.. 1..°./jq ?"L'. 60
~ • r._._".__--';~~~
.f'
~ •
~ ~ .
~ • ,
~ SrREET nuANT z I"l cS
PROJE.G-f N0. P I,.,70L DESIGIVER-- DAVE BEFRi C3 DATE-- 12'/ ►2 '/94
F'RO.rEcT nEScRIr'T I Clh1-- AUTUMiV CRLST FOURI-H A►JD
STREFI" # 3.
4VAME- aT CHNft1...E i FZOAI7 LE:hiGT'H-- 666.25 FT. WIDTH- ;7, 0tZt F
T r
BEG I NN I trlG 5TAT I Ohl = 6-9 66.►'6 END I NG Sl°AT I Oh! 461302.51
I NTCFt # 1 T I AJCLUDED T SW I DTH = 33. 0c-21 St: 0.IZ~~~ RAT3 =20. 00
I hITER # ` T I NCLUL7ED IS41 I D7H = 33.00 SK 0.00 RAU 20.00
TERM # ' 1 : CHL7PIF'ED
TERM # GHOfi'PED
T 7EM MEASURE=MENT . G;UANT x T4'
StJRFACE HREA-- 26314. 61 S. F.
RC7ADW;lY E:tCAVATT0N 0.83 FT. a ? 2 C.
CKUSNEll SUf:FAC 31UG TOS=' COURSE 0.67 FT. - 649.7 Co Y.
CRUSHf.~I? S:.1Ri ACSNC BASE COURSE ~~►va F'T. tr, (r.~ i z V .
~1SPH4~LT C[~h?GRE-~E 0. ].7 F°'-i'. ~ ~"#`~4c~
° t tRJ3 TYF' C 1L EX TS)l" 1: N%-; 0, tii O FT.. F' F, C, r' G:.:' E
SIDEWALF: EXI~~7TNG 0.00 Sti Y, PROt"CJSEi:3 874. 8 S. Ye
STRCET # 2
NAME- ;'oTN AVE LENG7H- 51 1. 77 F'T. W I D"n-I-- 33. lZtC~ FT.
BfaG I Nh! ING S'TAT ION = 0e k"1 0 CiVDL fVr rTAT IrN = 511. 77
TERhri # 1: CRQSS STREE:T x NLLUpED EW 10. 00 P'W 18. 00 a}. 0. 00 F"dAU 2'0a 00
TERtYI 1# 2 : CRUSS STREr'l- EYCL.UJCD FW 0. 00 F'trJ 18. `:~0 :_1'. 0. ~.0 0. F-,:Au :w'viG 00
I -f"E.M hiEASUREMEN-C' (741-tAN~"; "f'!j
c~, t r~ ry , , L
s-•
~ tJ ~ ~ ~ L. Y"f ~ r'1 1. ( f ~ ~ a s
R0 R lj'Wf'-i Y EX Ci=~ *v,i--i1" T 0N 0 v 8 3$ FT. 437. 01 Y.
CRU'3!-_'I~ SL14f"AGTLlCi T~1V! COLlcZSE 4?!. E~`l f=T. :~c~t~'~. 6 C'~ Y.
CRuSHf^D )URFAC~~~~ ~AS{° COURC:i`. iz) n 01Q) 1'-T. I~.0 C. Y.
A S PHF•a l_ T C:; U hf l:. RETE LA. l 4r F T. !9C3 4 f Tofoi3
CU~'tB TYPE B EX TSTING EZt. 0w~t FT. Ftr?OPOSED 9~ -3a 4 #="T,.
STREF T # 3
IVAME- 19TI-I CC]URT LENGTH-- 177.02 F"r. W11.1TF4-• 3,.:;a FT.
131~ GtNN INU STAT T Ota ;3 5. k~10 E1uD I NG a°f AT TOr:.;
TEP.M # J. : t1L1L.--DE-SAC STANDAFcD P'ERM RADILla = 45.00 RAD I I w3to. 00
I'E Rly, it 2 aC' R CI SS ST IRF G: -11- FX CL_ Un C D c:1rJ 0. iZi 0 F' W i8.::~ ►b S1' tZt. kt 1r c R A Lr fi i 0.
Z `rElyi MEASUREMEhlT C!UAPVT I T1°
Sl;RFr•',CE AREFI- 9 5 6 1. L'.Lt S. F.
RuPUWflY E'XCAvA'l']:~,iV 0 . 830 FT. ,D,__fn Y.
l.rRV~~l-_j ) bL.JRt-Hl.I fIVC7 10P l.iUlJf~~E 0. Lry 7 i` fa 1136o 1 L: e Y.
CRUS{' i ED S'1..1 1^. FA~ 1 Nl.7 Bi"I ..~.71:. l.w Oi..l R3 l:.:. 0. Q,t 0i F r n 4 ~ i C. Y ,
ASPHPLT CGNC:RF'TE 0.17 FT. -i"(.1 NS
C UI3 B 1"Y F'E P E X 5..}'rl'tV(= O~, 0l~~ f=T. i='R 0 r='C,S, 1 -:I~ 4 3 f: li1 Fi".
' 1 . . _ - . . '1v.~wavM, . , • 4yr4/.. . . . - , . . -L"~/!`d°a . . . . . . . 1 ' ryy~Il~~:~T NtGRESS RC1A1] LENGTH-- 3-354a 56~ FT. W Ill
TH-- 8. Otz) FT.
BEQI NNI hJG STAT X ON = 16 9 o. 70 EiVD I h!G S1"AT I Qiu = 4 ~*24. 26
ONF 6GI,DE.. CINLY PW J DTH=: 1 8. 01?t EW I DTH= 10a 00 G!W I llTH- L. 00
IiVTER ak 1 T EXi_,I_IJDED ZSWIUTH = 33.00 SI; 0.00 RAD ~ 20a 00
'TERM ft 1 : CHOFIF°ED TE RM # 2~' ~ TAPER TAF'ER LEIVG-fN = 100. 00
T 'TCM MECSUf~C~1E1vT GLr~~9T ~ ~"Y
;~Jl~f=F~GE F~I~f~'F~-- 3`~~+. 48 S. F.
RC1ADWAY E:XCAVATIQU 0.67 FT. 79.9 G. Y.
CRUSHCD SURl=ACIiVG TC?F, rOUfzSE 0o S~► FT. 59a 9 C4 Yn
GRUSHED SURFAC I IVG BASE CC]URSE 0.00 FT. 0.0 Ge
ASF'NALT CC1NCRr:TE 0.17 FT. 41.0 TCJNS
CL;RB TYPE B EX IST I NG 0.00 FT. F'ROF'OSEU 281.6 FT.
TQTAi._S
RUADL;1EaY EXCOVAT]:ON 167'4e 2 C. Y.
G RLs ` HF" DSURFf3 C I r1 C l- OP C C] U~SDE 1335.4 (1. v' o
CF?UCatiEID SURfAGING KASE C'CJURSC 0.0 C=. Y.
ASt-'Hii{-1 CONCRETr 4e ~ ONJ
r.1J RE T YP'E B e_ 76 ~J o 1 i' • f o
IDEWF-1 i... K i u
~ ~
J 1
. . ~ ~
SPOKANE COUNTY ENGINEERING - DEVELOPMENT ENGINEERINC3 SERVIC$3 :
BOND ESTIMATE FORM "
PROJECT AU'rv rn nl fe_ES'f '4~°' ,~~-~o►,b DATE ~I • Z • °I ~
PREPARER 4::'~'•f2 EI c--4' PROJECT NO. Y I570 C-
.
ITEM # DESCRIPTION QUANTITY PRICE TOTAL COST
1 TYPE "A" DRYWELL $
2 .TYPE "B" DRYWELL O ~ $
3 TRIPLE DEPTH DRYWELL $
4 FILTER FABRIC LINING
FOR TYPE A& B DRYWELLS ~ $
5 FILTER FABRIC LINING
FOR TRIPLE DEPTH DRYWELL $
6 BACKFILL FOR DRYWELLS 2O c..Y $
7 TYPE 1 METAL GRATE $
8 TYPE 2 METAL GRATE $
9 TYPE 3 METAL GRATE $
10 TYPE 4 METAL GRATE ~ $
11 TYPE 1 CONC INLET PADS ~ $
. Ct3-e~
12 WSDOT TYPE 2 GRATE $
13 WSDOT TYPE 2 CONCRETE
INLET BASE - UNIT "H" $
14 SPOKANE CO. CONC. INLET $
15 SPOKAND CO. STANDARD Wr~
CURB INLET (DRWG. #B-9) Cn $ 16 48" PRECAST MANHOLE $
17 SOLID METAL LID $ 18 DITCH/208 EXCAVATION 29 5 $
19 8" ST SEWER - $
:
20 ST SEWER - $ 21 10" ST SEWER - $
. . ~ ~
22 12" ST SEWER - s
23 •15" ST SEWER - $
24 18" ST SEWER - $
25 21" ST SEWER - $
26 24" ST SEWER - $
27 3 0" ST SEWER - $
28 3611 ST SEWER - $
NON STANDARD DRAINAGE ITEMS:
1 $
2 $
3 . $
4 $
5 $
6 . . $
,
TOTAL ESTIMATED CONSTRUCTION COST: $
COMMENTS ON BOND ESTIMATE:
►
~ .
. ' ~
orl-pilarlip, or wi ER~ ' ~ ospo-sATTV1191 .
PROJECT NAME: A,,,~4ddnr CrP.st yt-4 acJd,*.,
INSPECTOR: DATE: I013 /9S
CONTRACTOR AND/OR SUBCOrI'TRACTORS:
murp4AI $ro) WJ:A1<1 ~ ~ S~r•r ro~,l~
w
ITEMS: L) - c~ ~e
cj=LC~ jN /PTj,t kef~4i.^~( r'~~
~ Cxcavrate anrl .44~'e- ~l -e -
~ 5iJew.~~,lks
✓ ~
~
SEWER INFORMATION:
AIR TFSTED: DATE: S/Z zlP9- Ir PASS o FAII.
MANDRELL: DATE: 5-ILZ/9S" )i' PASS o FAIL
TV INSPEC17I4N REQUEST: DATB: , INSPECTOR' S SIGNATURT: .
. ` w
. 1
1
. •
, -
' ~ ~ On
`t~ ~ •
' k~
~ • 10
y ~
~ r ~
n~.NAM,; Add , ~a i~r~~t9s
pR0
Sg~TpR'" C0r~'(
~Q~~~,/~ .
~ R A~~~R' S~ '~►1~ 1~- ~ s~`"'t
COr~'T~~'CTO u r S r~) vi~ _
1 ~
. ,
. s~ k~e.r 1 i n? .
N
1 jrla~~a ~ ~
p n" Rt,
~ 1 ~ "til ~
_ - ~
.
- I
.
. I _
SV,TF.RU00plAA~ot;*- . o P Au-
-
DA~; 5'/~7.~~' PA1L +
AUt t~
TES~' ' : ~lLZ,l9y UpA~s DA'TS ;
.
.
• r~.A►N~P'F'1`L~ ~ =
' icTio- N IUEQUTST• . ~
. ~ TV I13Sp ,~.u~,• , r-
. . p~QR, S SIGNA . ' ~
_ •--;~y~,: _
_ • '``T r •
1
r • ~
• r
BOND EST I MATL
=J'`.C,Tr~`1574'~r `~UTUMN CF:F.-T 4T4°iwf-IUD NAME C:AVE BEP.TJ DATE 02-Dec--94
;;;:ni tir GE x TEMS`---`--- /Qct U1u I TS G;JAN I TY F' R I CE CC1ST
Dc-ywe 11 -'fype A j07o EA 3 1250.00 3750.00
J r;: ~ 1 1 T y r e B 1076 EA 5 1630.00 8250. 00
Grate - Type 1 EA 315.00 0.00
ti~p e 2 LA 340.00 0. 00
~4~.~+Z~. ~Z►Q~
~~;~~;z e- Ty pe 4 IOy,-8~a F'i 1 8 300.00
3~, cI;- i 1 1 F o r- I; W I O 7. _ r~:0 16.~1 k.~ 4 G 4 01.e. 0
Concr,et e I n l et ' 10070 ~ EA P -50. 00 1500.00
Srol;`-.ne Coijnty 5tanda.r,d Curb Yn~et E a 6 250.00 1500.00
M. F, ire 1L" Dia. LF 27.00 0.00
C. M. Pi pe 15" G i a. LF 27.80 0. N~:~
: C. M. r-lipe 18" Dia. L.F 31. 50 0.00
J= E ; 1 5 t~ ► . ~ k'► 1.). ~Zi 0
mc 1 i d 1 i d EA 310.00 10.00
i~:: ~Z~ ,3 C x c,~ v aL i. on 3076 C'r 5 10. v~ 0 2750. O~
, r- - _ .
,
.
_ cId SF 70 ~c~tZ.
_ m'ANL.aRD DRAi;4AGF ITEMS
; 1 k .
- - ~ i ~ _ r'4 i:_•r 1 .r_ L i ! ; i : , .r_ f' )070
' • :'i, ~7~~
. ~ 0
• M_•
0.00
DRA I NAGE SUgTOTAL 25840.00
V_ 1 ;yi c nura e n ts lo t. -FAB~e =A 5 18 5. tZ+0 92r--.OtZ►
~.a. 14 3
~,.e i=
~~3; ~
n~ ~:J•0~~ `..J5.
..r
~ f-'~E'i
•r r~2ti ~7T 0 1 i ~
, ..i~_~~ L . l1i71
~ z s. ~
7 r-• / 1 nc T11~1 1r'+ 1i~~ •'1 h 1 T1 I"~ ? 1
17 t""1 IJ J. 1\ t~~ f ~ V f1f_ 1~1 i.r A l r-.~ ~ ` ~ iL L+ rl L~ 1\
1 j+. ~ 1 V. 430 16742.00
. .
-.;.:.c, , . ; I op Co..tr-ae I pyo GY 1::... 4 111.Q~tZ► ~:1 66.40
r. L'~ .00
Ba~ = v O S L• 1 .i . t.
HspiC~I ~ Concrote l070 -i crls 6q. 4.. 6 44. 40 0840.24
~T 0.
3) Cia r- I~ T y p p fa L 7. e4.~ ~ a .
L:-irb ('Ype B ~~7o L(= 2963.1 3. 0 L1 ~ t7.14. 8 0
_ . ? ~ '-i r' ~ i w G? Z : • . ~t~4?t . t~'+'J
Sidewalk lO S a Yv P.~'4. 3 I=. 7t~~ 1~+E,0S. 24
, l.
STANDARD ROAn ITEMS
wZ%W t-l1t iZe. in -uve i+A 1stii►l riSph Oii V:1,•ZlV1
r1,.agrf,ss /07v ~-S 54.0.4.'~0
1 1/1 w 00
- •j • ' 0.00
. GRAI?ING AND SURFAC'LNG 4L 0 776~. E0
C. e~'r1- ~40 TOTAL 13 41 f vi'::.
- . . . . , .
. . j .
,
OFFICE-Apt or jwi ME~ ~ Spolwaw
PROJECT NAME: 4mLddfto CreA
INSPECTOR: DATE: 1013/95
COrfTRACTOR ANDIOR SUBCON'TRACTORS:
Iuu rplul Bro, Wr'^k1=.c) S4aw, rock
I a i.MV • ~ - DrwuA& . ~mi4l in cle-, ei f w
Ciu'4
T
a) G?~C~VBfD~ c71~fGi ~rr~ ~ 'e -
t1LlGllr' ~
a /
sEwER INFoRMaTIoN:
AIR TESTED: DATE: S"/z Zo0y- OrPASS o FAIL
~ rZANDRELL: DATE: 5-/LL/9S" )l' PASS o FAIL
' TV INSPECTION REQUEST: DATB: ,
, INSPECTOR' S SIGNATURF: .
. . : . . ►cn~~ ~:t~r.~~r • - - • •a:~.•.•, s ' . . . i1 ~
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POND EST I MIATE
;-'ROJECT F' 1570fr-AUTUMiV CRE=;-` 41"N PIDD ftlft-ME I".;AVE BE"P, i D GATE 02-Dec-94
- DfRnL NnGE x TF=h';S - Ret L►h1 I TS G+IJGN I T`t F-' R I CE CC]ST
1) Drywel I- Type A i0l, EA 3 1250.00 37"50. 00
2) Grywe]. 1-- l'Ype R lO7o CA 5 1E51'cl. 00 8250.00
Grat p- Ty pe 1 EA 3,1 5. Q►0 0.00
4'1 Gr'ate TY pt? 2 EA :-40. 00 0tZt
53 Gr,at e- Type 4 8570 EA 8 6- 1c~0. 0 0 2400.00
c Y 21il ~ -1C.~ • 00 4 l~6 'Y 0. 0. 0
6) i IL 1 For- DW 1070
7) Concr,et e I n 1 et i/0070 EA + a 750.00 1500.00
SPal{c,x;E Caunty ~tandar,d Curb In~ct 1010 Eq E ~'Jo.00 1500.00
, r, LF ~7. 0t~ 0.00
9) C. M. Flipe 1` D i a.
10) C. M, 1='ipe 15" Dia. LF 27.80 0.00
11) C. M. F-'i pe 18" Di. a. LF 3 1. '5 0 0.00
12) 1='r, ec ast tlr-in i-ioIe L= tw ? '500. 00 .00
1 W) Solid lid FA 30 10•00 0'00
141 D i;:ch/i2s8 Excaviat ion 10070 GY L~5 10, 00 c-f 7 r'5 V~e 0 0
SJ) JGCj SF 0.70 0. 00
~'U~1 STANL'~~RL RA i ~IF~GE ~ TEMS-
c r r a r i c L_ i -n i n r, r o 1070 10 5, 0,~
, ' ~ , Gl ti~t
4) 0". l?► Ln
5) 0. 00
6.) 0.00
I~RAI NAGE SURTOTAL 25840.00
ic) Manunents 14010 E A 5 xu5. 0 0 92 ~0
17 . a • _ c, 'r ' ? ' i .u ~ c1 1Z 1j~. 10
C ~ ~ P
:3) S t t- e et CS: J g~~s g-pyo - ~'.~.i. 0L%1 5.00
r rn;t -r Z- t +
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~~cAB ~ i ~rs ~.F~-~rt ,Ca , CLR~ r,LK nra;_i r...i clC.r. : ►090
16 74, ~ 10. 4~t ~ 16742.00
►l
~.'0) Top Coi_ir-se l0yo C`~ 1-~:. 1~ 110. 00 21366. 40
) @ a=e C o~_lr" 5 c: i G. ~!_c o u~~
22) F-1spha1 t- Concrete 107o ior~~ 694. 6 44. 40 30840. 244
QP.
` tp) C i_i ~-Fj T y p e A 1_ 7. e. 0, V . L
214; Ci_crb 'fype P /p7o LF ~='9630 1 w. 0 0 2'3- 7 0 4. 8 0
,
r ~ ~ t.' u IL~ L-+ . a
2:..a ) G i r, h~ T v c~ e Z ,T n~.~ v!
6) S i d e wa1k /007o SQ Y v 874.8 1 70 14 60bi. 16
N.C.W-STANDARD ROAn I TEMS -
t
1 i S W C I a t; ~ iZ e !ii U°J c- iY ;-S Is t 11 A, 5 r i-'0 n Via 0171
~-1" i) C! l'~ FS S~i 107c, i_ S 500.00
4:i .00
3) 0, oizi
CRADINv AND SURFAC I NG .10 77c1 E0
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S P O K A N E C O U N T Y
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director
December 19, 1995
,
Murphy Brothers Construction
East 3812 Broadway
Spokane, WA 99202
Att: Tim Hurley
Re: Autumn Crest 4th Addition: Sewage Collection System
Dear Tim,
Please be advised that the Construction Division accepts the quality of construction of the
following system components: .
- All mainline sewer pipe, manholes, and side service stub-outs located beneath paved.
roadways within the platted boundaries of Autumn Crest 4th Addition.
The above acceptance will allow the County Utilities Department to establish a one year warranty .
period. Utilities will begin this period when all as-built drawings, O& M manuals, easements,
and other related system components have been satisfactorily provided. Any additional defects
observed in the system during the warranty period will be brought to your attention by the
Spokane County Utilities Department.
Sincerely, ~
. ~ ~
.
Jim Radke, P . E.
Assistant Construction Engineer
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
,
S P O K A N E , C O U N T Y
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director
November 15, 1995
Murphy Brothers Construction
East 3812 Broadway
Spokane, WA 99202
Att: Tim Hurley
Re: Autumn Crest 4th Addition: Sewage Collection System
Dear Tim,
The following items were noted during the November 7, 1995 television inspection for the above
project sewer system. Prior to construction division acceptance, the items will need to be
corrected.
1) There were several large rocks located in the following section of pipe: from a
point approximately 8.5 feet upstream of manhole #152.5/18.5 and running into
the manhole (pipe runs east-west along 19th court.
2) There were several large 4 to 5 inch rocks located in the following section of pipe:
From manhole #151.3/19.5 to a point located approximately 5 feet downstream of
the manhole.
3) The channel in manhole #151.3/ 19.5 was noted as being rough and/or needing
grout. Check the channel in this manhole and smooth by grinding/grouting. Also
check to see that the pipes are properly grouted-in where they enter the manhole.
I am including a map of the system for your reference. Upon completion of cleaning and repairs,
please contact me at 456-3600 to arrange for the repairs to be Re-TVed.
Sincerely,
7ji ~ ~
m Radke, P.E.
Assistant Construction Engineer
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
FAX COVER ~S~HE~ET
Spokane County Lngineer's Orrice - Third rlooc rax # 324-3478
1026 WBftOADW/\Y SI'OK/1NE, WA 99260 -['HUNC #(509) 456-3600
DA'I'E: gX0 FAX • .32h~' 3417S'I'
TO: S o -J L
COMPANY: u ~o v-1 p- S
l~r ~ ~ .
CiTY / ST r~:
2-
NUMBER OF PAGES (1NC UD1NG COVER SHEEl):
'
FROM• . F- vk"f
U~-
0?1
MESSAGE /SPECIAL INSZ' UCTIO :
~
FAX COVER SHEE~
/
' SPOKANE COUNTY FAX #(509) 324-3478 & PHONE # 324-3478 - ENGINEERS 3RD FLOOR
1026 W BROADWAY SPOK:ANE, WA 99260 - PHONE #(509) 456-3600
DATE: FAX
TO:
--L , .
COMPANY:
CITY / STATE:
NUMBER OF PAGES (IN LUDING COVER SHEE'I): ~r
FROM:
- - . ~ . -
ME SAG /SPECIAL INSTRUCTION:
(Z~~ S?z
,
Lic. # LMND-RC-11-82MA_
`
~
~ • •
010 • . .
, , ' ' . • • ' i
, I
' September 5, 1995 '
. a .
' `Terry Lightfoot .
, Spokane County Works ~
1026 W. Broadway -Ave.
.Spokane, WA. 99260 i
. i ~ - .
Re: Autumn Crest 4 Addition 1 -
' 20th AVe. & South Progress
Veradale, WA. 99037 I ,
- ~
. ~
Dear Terry:
The purpose. for my letter is regarding bond reduction for ~
Autumn Crest 4th Addition. We anticipate p'aving of streets
. to be completed on or around the 11th of September. Side- - walks, 208 grading, etc. should be completed by the follow- .
ing *week. Please feel free to call me at anytime for a progress '
update so we can set an.inspection date for items left to . ,
complete. , .
Sinc e , . . ~ - Scott Landreth Pager # - 623-0385 RECEIVED
SEP' 0- 7 ijja ' SPOKANE COUNTY ENClNEEA
708 North Argonne Rd. • Suire 18 • Spokane, Washingion 99212 • 509 / 927-7401 • fax,509 / 927-7639
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Page 1 of 2
Wayne McGavran From: John Hohman
Sent: Tuesday, April 04, 2006 11:53 AM
To: Wayne McGavran; Alysa Wiyrick
Cc: Henry Allen
Subject: RE: Recommendations for PE-1750-C and PE-1773
Ok to both. Thanks.
-----Original Message----- .
From: Wayne McGavran
Sent: Monday, April 03, 2006 11:02 AM
To: Alysa Wiyrick
Cc: John Hohman; Henry Allen
Subject: Recommendations for PE-1750-C and PE-1773
Alysa,
Listed below are updated reports for two projects shown on the surety inspection spreadsheet.
I visited this site on 3/29/06 and found no areas of concern. This project was constructed in
1994.
A Letter of Credit was in the files in the amount of $15,700.00 with Washington Mutual Bank.
No release was found. Placed call to bank and was told that file was too old and would have
.been purged from system. Therefore, it would be safe to assume LOC was released. If not, I'm
sure someone would have heard from Landreth Construction.
Recommendation: Consider this project closed with no further action required.
PE-1773 Shelley Acres Addition
I visited this site on 3/29/06 and found no areas of concern. This project was constructed in
2000.
A Warranty Bond was in the files in the amount of $32,820.00 with Bank of Fairfield. No
release was found in the file, but two letters were in the file dealing with reducing the original
bond amount to $21,880.00 and then releasing the $21,880.00 in full. This letter states that a
replacement wa.rranty security replaced the need for a performance surety. However, nothing
was found in the files concerning this latest warranty swety. There was a post-it stating 4/5/2006
. Page 2 of 2
"warranty bond already taken out. Disregard this letter". It was initialed RS. Called bank and
the savings certificate for this bond was released. I requested bank fax copy of release letter for
our files.
Recommendation: Consider this project closed with no further action required.
Please let me know if you need more information.
Wayne McGavran
4/5/2006
" Page 1 of 2
x
s .
Wayne McGavran
From: Wayne McGavran
Sent: Monday, April 03, 2006 11:02 AM
To: Alysa Wiyrick '
Cc: John Hohman; Henry Allen
Subject: Recommendations for PE-1750-C and PE-1773 Alysa,
Listed below are updated reports for two projects shown on the surety inspection spreadsheet.
I visited this site on 3/29/06 and found no areas of concern. This project was'constructed in 1994.
A Letter of Credit was in the files in the amount of $15,700.00 with Washington Mutual Banlc. No
release was found. Placed call to bank and was told that file was too old and would have been purged
from system. Therefore, it would be safe to assume LOC was released. If not, I' m sure someone would
have heard from Landreth Construction.
Recommendation: Consider this project closed with no further action required.
PE-1773 Shelley Acres Addition
I visited this site on 3/29/06 and found no areas of concern. This project was constructed in 2000.
A Warranty Bond was in the files in the amount of $32,820.00 with Bank of Fairfield. No release was
found in the file, but two letters were in the file dealing with reducing the original bond amount to
$21,880.00 and then releasing the $21,880.00 in full. This letter states that a replacement warranty
security replaced the need for a performance surety. However, nothing was found in the files concerning this latest warranty surety. There was a post-it stating "warranty bond already taken out.
Disregazd this letter". It was initialed RS. Called bank and the savings certificate for this bond was
released. I requested bank fax copy of release letter for our files.
Recommendation: Consider this project closed with no further action required.
Please let me know if you need more information.
4/3/2006
Page 2 of 2
a
•
Wayne McGavran
4/3/2006
• ~ ~ ~
. ~
1
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`
S P O K A N E C O U N T Y
DMSION OF ENGINFERING AND ROADS • A DNISION OF THE PUBLIC WORKS DEPARTMENT
Williaat A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director
N G,t r '1 fl G~
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13 1 '•1 011 tllp .'r.: ul r v ? 1T0 L,
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 4563600 FAX: (509) 324-3478 TDD: (509) 324,3166
9 ST BOND REDi,.~ ()N • PROJECT'P1570G AUTUMN CREST 4TN AM Nl4ME OAVE BERTb OATE 2+0-NOV-M
OPAMGE i~~ U= "MTYr PRfG€
1l rkww•N _ Twri• A Ob 1 AW. FA n'% 1~t1 t1t1 947.Ci f1n
. j u..~•'.... • ~r.. • • ~ • .Nw A.wf% ~ /1
Ai. n N ~ I►I~I r~ Ir • Ar I\AI"' Ii6~ ~ T ype cs/'~~~~o r.A u.a 10cw.w Uxo.w
3'y t3,r3te • Type 1 EA 315.00 0.00
4} Gtate Type 2 EA 340.00 0.00
5) Grate - Typa 4@ 109b EA 0.8 300.00 240.00
8} Backi'~li For t'3W Q 1096 GY 29 16.00 464.00
7) Gonme irM C 100% F-A 2 750.00 1500.00
8) Spokane Coufty Standard Cutb iniet ~ 9 0% LF 0.6 250.00 150.00
9) CX Pipe 12" M. LF 27.00 0t00
10) C.M. Pipe 1S' €3ia. LF 27.80 0.00
11) G.M. Pipe 1tr Dia. LF 31.50 0.00
12) Precast Mwhab EA 1500.00 0.00
13) Sotid Nd EA 310.00 0.00
14) DWl" Exc:avation C 30% GY 82.5 10.00 825.00
15} Sod SF 0.08 0.00
NON STANDARD DRAINAGE ITEMS
1 yFNer Fabrfc lWng For 8 D.W. ~ i 096 LS 106.00
2) 0.00
3) 0.00
4) 0.00
s) 0.00
6) 0.00
. a.oo
aRaINAGE susTOTAL 4484.00
iS; Monuuem a 10% EA 0.5 185.00 a2.590
17) Ba,rricada LF 3:3.00 0.00
18) Street Signs @i OO% EA 3 85.00 255.00
QTHER SUBTQTAL 347.50
4RADlNQ, SURFACINO, CURB, AND 5lQENVfAI!!
19) Raugh Grade Q 10 96 CY 167.42 10.00 1674.20
20) Top Course @ 10% cY 133.54 16.00 2136.64
21} Bass Gotxse CY 16.00 0.00
22) Asp#aR Corwrete 0 10% Tans 69.46 44.40 3084.02
23} Curb Type A LF 7=00 0.00
24? Ctfb Type BC 1096 LF 286.31 8.00 2370.46
25) C«tb TyRe R LF 8.00 0.00
26) Siclewalc Q 1 d96 SQ YD 87.48 16.70 1460.92
NON-STANDARD RQAD ITEMS
1) S$w CL4 & Retnwe Eads*V Asph On Progress C 10% LS 50.00
2) 0.00
3) 0.00
41 0.00
GRADfMG ANd SURFACING 10776.26
USE $151700.00
aRANQ TQTAL 15,607.76
.14 : fti?~t~"r~ . - • V
•i
. ~ : 1 _ • . , `~r `.'C'
- O~`FI~~r~. ~F CO~U ~T~YA~=E~N~ ~=-~INE E~R
• ~ ~ . .Y... , } '
~ ' t. -i~ " ~r i' _ . ` . ~
S'PO.KA~NE COUNTY, WASH.I','N`GTO'N~ . , . _ ~
i • - ' y' '
Data _ ~ _ , •19'~~ .
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aef
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- - , ' • ~ - '~ti
Form -3,27; ="G.R,
r . = : , , r ,,.T~,,~ ~ • ~ • - ~ - i t~T { • ~
• . ..4~~. DL _ _ . ~ `a'_ _ ,ii .LS . _ fA`~M~LIFY.~t 1`_~~:..c-~'.~'.•.¢i 5:y.tF. ~Z:~il~ Is S..
. " • 1 ~
CL j
BOND
_ _ ______EST I iY~~sTC`------- _ _ _ _ _ - - -
'
~
1=' 1~74'~r wUTUt+I~~ CRE:= i 4TFi (aUi? hlr►;YlE CAt3r SCR ~"J GATE v~;~-DPC-~~+
x~ f_MS ktt UiV I TS G!!AiJ I TY F' R I CE COST
Jr-ywe 1 1 -'CyPe A to~o EA 3 1250. 00 3 0 750 . ►c1~
0 rv:,e 1 1 ► YPe g 10 70 EA J 1630.00 8250.00
Grat e- Ty pe 1 EA 31 5. 00 0.00
jr-,~O: P. T ;i pca 2 EA "340. tiD0
0.00
3 ,-c-;i e Type 4 10-136&r EA 8 3,00. 00 2400, 00
For I:W jOy. !.Y 2n0 - - lb. 0kl 4640.00
Concret e I n 1 et ~ ` Ip,p~v EA~ ~ a 750.00 1500.00
SraGIiariE County Standzr,d CiArb In~et lo~o E~ ~ 250. oiz 1500.00
C . M. Fli-e 12" Dia. LF 27.00
0.00
Pipe 15" GiL-A. LF 27.80 ~.v_►r~~
: C. M. F'i ae 18" Di a. L.F 3, 1. 5. 0 0.00
• :Z ' : ~ f ~ ~i ^ 11 i3 1 ~ i= l-i ~ J 0 13 . 0. Vl Ia. 00
Sa 1 i d I i d cA 0. O~ 0.00
_ ,•-.~~,3 Cx c .~v~;, ~ -
- - • ~ ` i ~ ~ ~ 30l~ ~6~~ 1Y ~ 75 10.00 2750.00
_ z c d ~ t= 2) . 7 0
DRAiNAGE ~TE`i~
r:.. C:• r1 C~ 1.T' I: i C: f' ''ti „ 1,, . ~~~p~,. ^ ~ fU C t:
Y
'rl
0.00
D RA I NRGE SUgTOTAL 25f340. 00
M c n~.t ui e n t 5 tot. Et~ 5 85. ~.'1.'~ 9~ ~.~Da
P L-i" .iv. 11. 1,410
~lr^5 /Qp7o n..~.l. 0Cl i: -~cc. 0 0
J.J
-r
ne •r r, ~ -r
l- ~ t: ~t ~ a_ 1 -r r~ ` 1. 1~ tC~ . l~ 0
3nUn t1. i r~S ~ui r^nF►-1 nCa~ d l.~ rLIR...~ •ti, ^a i rn ~ r• i«~/
IZty r~ ic L:~ r„
• t - s
;.~=_;r~,~ ~rac.~ 1090 16 74, %2 It~l. Q1.1 ~t~ t6742.00
Op Co-.trSe 1Oyo C`f 13:~. 4 1lo. 00 2I36E+. w0
i..~ - . r 1 ~ 21,~
. t~ O~.d~' S L ~G
µsph~~ I t C o n c r, et e IO 70 o ri s 44.40 30840. 24
:.-2i TYpe A
f-F ol . t?:Z.
Curb '('yAe B /pr, LF 296 3. 1 3. a~~ ~~7t~4. ~Qt
- -ti _
L•.i r` 11 i v c~ c? Z s W W. ti►'~
• t.
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Sidewal►t 10r. f8e;a ,,Q Y~ 874. 3 1S.71Z. 14609. 16
-STaNDARD ROAD ITCMS
.r
-aa:N ~ i7 efA u V e C.{ 1 5~ti.' i ii i3 f•~ 5 1r u iZ
~ ~ w
r_~•~~gr£,Ss 1070 :_S 500.00
. 0.00
j 0. 1tlO
GRt~n TNG AND SLRFAC 'T~G 10 77c,~, E,~Z►
0^a.sD T: 0''AL
4
- _ - . - • - • ,-;y.;,,• . . . _ ,
. _ .
\ ~ • '
~
c7FFIrE OF 'I'HE COIINfiY EDIQrnEEER
r WhSH=NGTON
TO: 9COTT EC'YGER
.
: DAVE ~tT~J ~
IlATE : Januar~ 24F 1996
9IIBJECT : Bt7RtD ITEMS 215 70C AUTUiMN CRE-OT 4TH PtDD .
The bund tu~~ ~~ie dbuve meIjLioned project iz for tTila Lol-IuWing
1 C (A3 :
13 Jkil the iteras on the L~pprovec_i r~ad and drainagP rlans wi t-h
ti1e exG2pt;ot1 :~f 1--l1e -3c.3(a fuL' 1-1Ze "2018 1' Stdal e~;.
BoI1d 113:s Jeet1 L' edt1C ed to ;3 15 j'70 0 . l.1 0 i+? C r GJU
~OICip i?t ?{i .
c: \WFJdoc \ddvP \Laemo :r'm3
I
xR8,EY0CAB4E T.ETTER 4F CALDIT ,
Na.
AMourrr: s 15,700.00
TOs Spoka,ne County Engineers .
Nozth 811 JefFersc+n :
Spokaae, WA 99Z60-0I70
Si1B3ECT: Autumn Crest Fourth.Addition
. (Develapment)
. .
Geatleaen:
. We hereby auChocize our irrevocable Lerter of Credit i.n your,favor, and '
guthorize you to draw on CheWashington Mutual.Bank
(name of bank )
a draf t up to Fif teen .Thousand Seven Hundred & 60/100ths (Dollars)
~S 15,700.00 for the account aF . Landreth Construction, InG.
(name of cus tomer)
The draEt, dracru under Chis Lettier of CzediC, covers the assul:ance of .
. -completiou oE installation af roadwaY improvements, iacluding gradiAg, gravel,
paving., curbs, sf.devalks, sCorm drainage, drainage swales, moauments, street sigas and other work as is incidental and. related thereto in*accordance with
t'he drawing6 and specifications as sub itq dto and approved by the Spokane
County EAgineer's OffS.ce on ~.rQ ~ and is to be
~ 4 '(date)
accompaaied by the following documenks: writtea zequest by Spokane Couaty
Bngineer'S Office, to Washin~ton Mutual Bank . (battk), ati the
ebove address indicatiag non--completion of a.11 or any of the above improvements '
aqd. tbati amouctC of money required,_to eompleCe such impravements. -
' Ve herebp agree with the dxawer, eadorser and bona fide holaer* of *this
. draft, flegntiated under and in c-ampliance with the terms af this credit, that said dxaft , sball be duly hoaored upan presentatian at the Washinqton Mutual Bank . (bank), at any time beFore completion of tihe
ebove-described improvemenCs or performance, in which event; WriLten notice shall be given by.Spokane County to the barik. .
DraFte, drawm under thfs Letter of CredtC, shall besr- on their face the
wordss ' •
Drawn under Washington Mutual Bank (banlc)
, Cxedit No. D1-f33~01701-7 Dated
' Hank Name : . . ~
. $CarV7.. Marks A. ,P.
• (authorized signor) -
o~
-[r,o r wo~ u rf
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SPORANE COUNTY ENGINEERING - DEVEI,OPMENT ENGINEERING SERVICES
BOND ESTIMATE FORM
PROJECT AU-rv rn ►J (22ES'T DATE • Z ~ • ~
PREPARER~ PROJECT NO. ~S7d
ITEM # DESCRIPTION QUANTITY PRICE TOTAL COST
1 TYPE "A" DRYWELLf $
2 .TYPE "B" DRYWELL ~ .115 $
3 TRIPLE DEPTH DRYWELL $
4 FILTER FABRIC LINING
FOR TYPE A& B DRYWELLS 8 $
5 FILTER FABRIC LINING
FOR TRIPLE DEPTH DRYWELL
6 BACKFILL FOR DRYWELLS 2°\ O c.Y $
7 TYPE 1 METAL GRATE $
8 TYPE 2 METAL GRATE $
9 TYPE 3 METAL GRATE
10 TYPE 4 METAL GRATE f~s $
11 TYPE 1 CONC INLET PADS Z $
12 WSDOT TYPE 2 GRATE $
13 WSDOT TYPE 2 CONCRETE
INLET BASE - UNIT "H" $
14 SPOKANE CO. CONC. INLET $
15 SPOKAND CO. STANDARD W/
CURB INLET (DRWG. #B-9) Cn $ 16 48" PRECAST MANHOLE $
17 SOLID METAL LID $
18 DITCH/208 EXCAVATION 215 L~f $
19 8" ST SEWER - $
20 ST SEWER - $
21 10" ST SEWER - $
o - -
1 / • -
22 12" ST SEWER - $
23 .15" ST SEWER - $
24 18" ST SEWER - $
25 21" ST SEWER - $
26 24" ST SEWER - $
27 30" ST SEWER - $ .
28 36" ST SEWER - $
NON STANDARD DRAINAGE ITEMS:
1 $
2 $
3 . $
4 $
5 $
6 . $
TOTAL ESTIMATED CONSTRUCTION COST:. $
COMMENTS ON BOND ESTIMATE:
,
.
P' TSAMri. P I 5 _7,_ _ PA ti y C -e~} NO
S'I'ATlS'I'ICS llATE
,
1'lat Clieck ree 16a
Nwiiber af Lots ~
ltoacl Miles (New)
~02
`1'otal Area q-7 7,1-
rviAP
Nortli Arrow
Scale
Leeeud
I'rocecfures & I3,quivnieiit
13asis o[ 13eariims 4 IeP .
Plal Lucatioii 13y "l'ille ! O[[icial Sianature 131ocks ~
Surveyors Ccrlificatc •
Roaci Nanies G.~
Itoacf Wicltlis
Acliaceut Area I.,ot & I31ock Nunibers "
lt/W lledicatiou clcsipnatecl
1 Foot Strius
3 RI'S oii CiLU Coruers /V /4- .
"1'racl X
. ,
Lot Areas
13ench Mark Closure
,
Uesciiutiou ('1'o Mau) ~
llescriptiou ("1 u Cert)
Owners
~
Certificate to I'lat
1 root Strins
1ZIU - OPIt Statciiietit A/04_
Access I'roliibilecl /t/M
R/VE' lleclicatioii (K
llrainap-e L.anQuaee Drainapte Covettanl # eC
Flood Insurauce
Stormwater ManaQeuieiit O/IJ OQRIA*G-6-
208 t3oticls -$1,OQQ.00 ea 208 PLANS A['I'1tUVCU L4/.%/ gl,~
Private Itoad Doc. #'s
Private Roacl Wari.iiug
t Itoaci 1'lai►s
I3oud ltoad Iinpro
Signecl t3y Cngiticer
I i
`
~
kvVNpiauisc.ck
' 9501240310 COPY
.
OR1ClNAI. Fli_R) nR RECOf~Df{~
DBCLARATION OB covBNANr JAN 2 41996
wu~r , huUi I vti
SPOKA(VE COUNTY, In consideration of the approval by Spokane County of Plat I P1570C,
AUTUMN CREST 4TH ADDITION (hereinafter referred to as the "plat"),
undersigned covenants and agrees that:
1. Spokane County and its authorized agents are hereby qranted the
right of ingress and egress to, over, and from said easements for
the purpose of inspection and emerqency maintenance of water
quality treatment swales (11208 swales") and other drainage
facilities, if not properly maintained by the property owner.
Spokane County does not accept the responsibility to inspect or
maintain the drainaqe easements or drainage swales, nor does the
County accept any liability for any failure by the lots owners(s)
to properly maintain such areas.
2. The property owners within this Plat shall be held responsible
for keeping open and maintaining the surface path of natural or
man-made drainage f low over and across their respectfve
properties.
3. The property owners within this Plat shall maintain all water
quality treatment swales (11208 swales") and drainage ditches
situated on their respective properties, and any portion of a 208
swale situated in the public right of way adjacent to their
respective properties, with a permanent ground cover as specified
on the current approved plans on file at the County Enqineer's
office. The property owners may install approved shrubbery
and/or trees which do not obstruct the f low or percolation of
storm drainage water in the 208 swale and drainage ditches, as
indicated by the current approved plans on f ile with the County
Engineer's Off ice.
~ 4. The property owner or his representative shall inform each
succeeding purchaser of all drainage easements on the property
and of his responsibility for maintaining surface drainage paths
and swales within said easements.
5. Spokane County does not accept the responsibility of maintaining
the drainage course on private lots within drainage easeYnents or
f loodplain areas, nor the responsibility for any damage
whatsoever, including, but notlimited to, inverse condemnation '
to any properties due to deficient constructlon and or
maintenance of drainage courses in drainage easements on private
property.
6. If the property owners fails to maintain the surface path of
natural or man-made drainage flow, or the drainage swale, a
notice of such failure may be given to the property owner. If
not corrected within the period indicated on said notice, Spokane
County has the right to correct the maintenance failure, or have
it corrected, at the expense of the property owner.
7. 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). Said positive drainage shall consist of a minimum
slope of 3% away from the building for a dista ce of at least 10
feet from the building. The lots shall be gred so that either
a) all runoff is routed away from the building, and conveyed over '
the lot to a natural drainage swales or approved drainage
facility, or b) drainage intercepted on the lots is disposes of
on the lot in an approved drainage facility. The approved
drainage facility shall be constructed in accordance with the
approved plans on file at the County Engineer's Office. Ariy
revisions to the approved drainage plans must be approved by the
County Engineer's Off ice prior to construction of said revisions.
1
8. The Plat is located within a drainage basin which has been
identified by Spokane County as havinq stormwater runoff
problems. Since this Plat is affected by, or is a contributor to
stormwater flows, the property owners, or their successors in
interest, agree to participate in the planning and implementation
of a future basin-wide stormwater management system and/or
assessment district. The property owners, or their successors in
interest, agree to pay such rates and charges as may be fixed
through public hearings, for service or benefit obtained by the
planning, design, construction, maintenance, or operation of
stormwater control facilities.
IN WITNESS WHEREOF, t under~i ned has caused this instrument to be
executed on this ~~ay of ' 1994.
~
J
LANDRETH CONSTRUCTION, INC. ~ I
Scott Landreth, President Dorita M. Wallis, a married
woman, as her separate
~ - property
1.~11 .
N'~cy J mms, Vice President
NERG 4
A , ,
ION
WASHINGTON MUTUAL BANK,
a Washington Corporatio T A Fe
.
~ : .
.
:
J,'OUgLtiC,~ .
. ;
BY : ~ y~.~A 16 10, .
~ F 0••...:~,
• ~C>
. _ ~ W A..
Its.
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
) ss
County of Sp t ane
~
On this day of , 19 before me, the
undersigned, a Notary P/ub ic in and or the State of Washington,
personally appeared SC LANDRETH nd NANCY J. SIMMS, to me known to
be the President and Vice Presiden of LANDRETH CONSTRUCTION, INC.,
the Corporation that executed the within and foregoing instrument, and
acknowledged the said instrument to be the free and voluntary act and
deed of said corporation, for the uses and purposes therein mentioned,
and on oath stated that they is authorized to execute the said
instrument and that the seal affixed (if any) is the corporation seal
of said corporation.
Given under my hand and official seal the day and year last above
written.
~Oa--~,-~.~
~ ~R E,V
f~ E G
f..,~. .
F,~~.::; ; ~sION NOTARY ' P BLI n anid" for ?tlthe State of
O j AR y~~, Washington, residing at S r
My comYnission expires n
. •
, .
. •
.
o r)"UBOC' '
~ •
~ -i~. 16 1.•' ,
C~~
.
~'.o, \Cv
Of St1'
2
- • ' ' a.STATE OF WASHINGTON )
) ss
County of Spokane )
I certify that I know or that I have satisfactory evidence that DORITA
M. WALLIS, a married women, as her eeparate property, is the person
who appeared before me, and said person acknowledged that she signed
this instrument, on oath stated that she was authorized to execute the
instrument and acknowledged it as her free and voluntary act and deed,
for the uses and purposes s ated in the instrument.
~
DATED this day of 12-41'I'Ldlul , 19
~
_-NOTA.RY UBLIC i and for*the State of
Washington, residing at Spoka e
My commission expires
STATE OF WASHINGTON )
) ss
County of Spo ane
On this ~ day of , 19 before me, the
undersigned, a Notary lic in and.lfor the State of Washington,
personal appear to me known to be the
4 ~ of WASHINGTON MUTUAL BANK, a
-,0
~to
Washin fi Co porat on that executed the within and foregoing
instrwnent, and acknowledged the said instrument to be the free and `
voluntary act and deed of said corporation, for the uses and purposes
therein mentioned, and on oath stated that they is authorized to
execute the said instrument and that the seal affixed (if any) is the
corporation seal of said corporation.
Given under my hand and official seal the day and year last above
written.
_NDTAR
Y P LIC ' in Wnd f or the State of
ooNERGE~ . Washington, residinq at Spo an
~r\~P,.stioN''y•.~Fp/ My commission expires
a - • ~
. ,
~ `/.v ~~OT•A~y u'•
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b 'buBl\Q'~\:
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3
~
OFFICE OF THE COUNTY ENGINEER
Spokane County, Washington
November 1, 1994
To: Steve Soltvs. P.E. - Inland Pacific Eneineerine. Inc.
From: Development Engineering Services
RE: Ianguage for Plat Dedication & Covenants
Project # P 1570C
PLAT DEDICATION:
Drainage easements, as platted and shown hereon, which are for the purpose of installing,
operating and maintaining drainage swales and drainage facilides, as conditions of plat approval,
are hereby granted to the public.
This Plat is subject to the separate DECLARATION UF COVENANT as recorded
- under Auditor's Document No.
which by reference is made a part hereof.
{WARNING: The draft covenant must be approved by the County Engineer's OfCce
PRIOR to recording the covenant!}
pubrwdr.dod\28MaA4
`
DECLARATION OF COVENANT
In consideration of the approval by Spokane County of Plat # P1570C, Autumn Crest 4th Addition (hereinafter
referred to as the "Plat"), undersigned covenants and agrees that:
1. Spokane County and its authorized agents are hereby granted the right of ingress and egress to, over, and from
said easements for the purpose of inspection and emergency maintenance of water quality treatment swales
("208 swales") and other drainage facilities, if not properly maintained by the property owner. Spokane County
does oot accept t6e responsibility to inspect or maintain the drainage easements or drainage swales, nor does
the County accept any liability for any failure by the lot owner(s) to properly maintain such areas.
2. The property owners within this Plat shall be held responsible for keeping open and maintaining the surface path
of natural or man-made drainage flow over and across their respective properties.
3. The property owners wi(hin this Plat shall maintain all water quality treatment swales ("208 swales") and
drainage ditc6es situated on their respective properties, and any portion of a 208 swale situated in the public
right-of-way adjacent to their respective properties, witb a permanent ground cover as specified on tbe current
approved plans on file at the County Engineer's Office. Tbe property owners may install approved shrubbery
and/or trees which do not obstruct the flow and percolation of storm drainage water in the 208 swale and
drainage ditches, as indicated by the current approved plans on file with the County Engineer's Office.
4. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on
the property and of his responsibility for maintaining surface drainage paths and swales wittun said easements.
5. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within
drainage easements or floodplain areas, 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.
6. If the property owrser fails to maintain the surface path of aatural or man-made drainage flow, or the drainage
swale, a notice of such failure may be given to the property owner. If not corrected within the period indicated
on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at the
expense of the property owner.
7. 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). Said positive drainage shall consist of a minimum slope
of 3% away from the building for a distance of at least 10 feet from the building. 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 ttie lot in an approved
drainage facility. The approved drainage facility shall be constructed in accordance with the approved plans on
file at the County Engineer's Office. Any revisions to the approved drainage plans must be approved by the
County Engineer's Office prior to construction of said revisions.
8. The Plat is located within a drainage basin which has been identifiecl by Spokane County as having stormwater
runoff problems. Since this Plat is affected by, or is a contributor to stormwater flows, the property owners,
or their successors in interest, agree to participate in t6e planning and implementation of a future basin-wide
stormwater rnanagement system and/or assessment district. The property owners, or their successors in interest,
agree to pay such rates and charges as may be fixetl through public hearings, for service or benefit obtained
by the planning, design, construction, maintenance, or operation of stormwater control facilities.
{IlVDIVIDUAL OR CORPORATE ACKNOWLEDGEMENT}
~ ✓
(INDIVIDUAL ACKNOWLEDGEMENT)
(si Qnature)
(name)
(siffnature)
(name)
STATE OF WASHINGTON )
) ss
County of Spokane )
I certify that I know or that I have satisfactory evidence that
(and ) is(are ) the person(s) who appeared before me , and said persons acknowledged that
he(she)(they) signed this instrument, on oath stated that he(she)(they) was(were) authorized to execute the instrument
and acknowledged it as his(her)(their) free and voluntary act and deed, for the uses and purposes stated in the
instrument.
DATED this day of , 199_.
NOTARY PUBLIC in and for the
State of Washington, residing at . My
appointment expires .
I -No
c
{CORPORATE ACKNOWLEDGEMENT}
(CORPORATION NAME)
By:
(Z'itle)
STATE OF WASHINGTON )
) ss
County of Spokane )
I certify that I know or that I have satisfactory evidence that
is the person who appeared before me , and said person acknowledged that he(she) signed this instrument, on oath
stated that he(she) was authorized to execute the instrumeot and acknowledged it as the (Title) of
(Corporation name) to be the free and voluntary act of such corporation, for the uses and purposes stated in the
instrument.
DATED this day of , 199_.
NOTARY PUBLIC in and for the
State of Washington, residing at . My
appointment expires .
DECLARATION OF COVENANT In consideration of the approval by Spokane County of Plat # P1570C,
. AUTUMN CREST 4TH ADDITION (hereinafter referred to as the "plat"
undersigned covenants and agrees that:
1. Spokane County and its authorized agents-are hereby granted the
right of ingress and egress to, over, and from said easements for
the purpose of inspection and emergency maintenance of water.
quality treatment swales (11208 swales") and other drainage
facilities, if not properly maintained by the property owner.
Spokane County does not accept the responsibility to inspect or
. maintain the drainage easements or drainage swales, nor does the
County accept any liability for any failure by the lots owners(s)
to properly mainta-in such areas. 2. The property owners within this Plat shall be held responsible
for keeping open and maintaining the surface path of natural or
man-made drainage flow over and across their respective
properties. .
3. The property owners within this Plat shall maintain all water .
quality treatment swales (11208 swales") and drainage ditches
situated on their respective properties, and any portion of a 208
swale situated in the public right of way adjacent to their
respective properties, with a permanent ground cover as specified
on the current approved plans on file at the County Engineer's
Off ice. The property owners may install approved shrubbery
and/or trees which do not obstruct the flow or percolation of
storm drainage water in the 208 swale and drainage ditches, as
indicated by the current approved plans on f ile with the County
Engineer' s Of f ice .
4. The property owner or his representative shall inform each
succeeding purchaser of all drainage easements on the property
and of his responsibility for maintaining surface drainage paths
and swales within said easements.
,
5. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or '
f loodplain areas, 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
propertya
6. If the property owners fails to maintain the surface path of
natural or man-made drainage flow, or the drainage swale, a
notice of such failure may be given to the property owner. If
not corrected within the period indicated on said notice, Spokane
County has the right to correct the maintenance failure, or have
it corrected, at the expense of the property owner.
7. 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).. Said positive drainage shall consist of a minimum
slope of 3% away from the building for a distance of at least 10
feet from the building. The lots shall be grated so that either
a) all runoff is routed away from the building, and conveyed over
the lot to a natural drainage swales or approved drainage
facility, or b) drainage intercepted on the lots is disposes of
on the lot in an approved drainage facility. The approved
drainage facility shall be constructed in accordance with the
approved plans on file at the County Engineer's Office. Any
revisions to the approved drainage plans must be approved by the
County Engineer's Office prior to construction of said revisions.
1
L
L
. 8. The Plat is located within a drainage basin which has been
identified by Spokane County as having stormwater runoff
problems. Since this Plat is affected by, or is a contributor to
stormwater f lows, the property owners, or their successors in
- interest, agree to participate in the planning and implementation
of a'future basin-wide stormwater management system and/or
assessment district. The property owners, or their successors-in
interest, agree to pay-such rates and charges as may be fixed
through public hearings, for service or.benef it obtained by the
planning, design, construction, maintenance, or operation of
stormwater control facilities. IN WITNESS WHEREOF,*the undersigned has caused this instrument to be
executed on this day of , 1994.
LANDRETH CONSTRUCTION, INC.
Scott Landreth, President Dorita M. Wallis, a married
woman, as her separate
property
Nancy J. Simms, Vice President
ACKNOWLEDGMENTS
. STATE OF WASHINGTON )
) ss -
County of Spokane ) On this day of , 19- , before me, the
undersigned, a Notary Public in and for the State of Washington,
personally appeared SCOTT LANDRETH and NANCY J. SINIIKS, to me known to
be the President and Vice President of LANDRETH CONSTRUCTION, INC.,
the Corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and
deed of said corporation, for the uses and purposes therein mentioned,
- and on oath stated that they is authorized to execute the said
instrument and that the seal affixed (if any) is the corporation seal
of said corporation. •
Given under my hand and official seal the day and year last above
written.
NOTARY PUBLIC in and for the State of
Washington, residing at Spokane
My commission expires
2
y ' . STATE OF WASHINGTON )
) ss
County of Spokane )
I certify that I know or that I have satisfactoryievidence that DORITA
M. WALLIS, a married women, as her separate property, is the person
- who appeared before me, and said person acknowledged that she signed
this instrument, on.oath stated that she was authorized to execute the
instrument and acknowledged it as her free and voluntary act and deed,
for the uses and purposes stated in the instrument.
DATED this day of ~ 19 -
NOTARY PUBLIC in and for the State of
Washington, residing at Spokane
My commission expires 3
' SIIBMITTAL CHECRLIST .
' PROJECT # ~ l590 G
REVIEW # i
REVIEWER :
DATE: -n beptember 93
`1`4
PROJECT : ~~vm Q Ge.£s~t 4Ab
PROJECT SPONSOR :~'~cc'ri TEL # q2-9 -'1%A01
PROJECT ENGINEER (Road & Drainage Plans)
TEL 45B- l,F>,y0
PROJECT SURVEYOR (Plat)
TEL #
GENERAL ITEMS
YES NO N/A
J 1. The $100.00 fee for plat review has been paid to
Spokane County for this submittal
J 2. An agreement to pay fees has been submitted to
Development Engineering Services
3. The fee agreement has been signed by the project
owner or a principal of the developer' s firm. If
signed by an agent of the owner, written
authorization from the owner is attached to the
fee agreement
✓ 4. Review fee account is current (no invoices over
30 days outstanding)
✓ 5. I have noted the plans in, plans out dates on the
pink sheet in the file
6. If the project is a mobile home park, were the
plans reviewed by Planning?
~ ✓ 7. 2 copies of the plans were submitted
~
i
i
~ J 8. 2 copies of the calculations were submitted
i
J 9. The plans are on 2411 x 36" sheets
GEMP-AL ITE+iS ( COnt' d)
V/ 10. The calculations are bound together O.V
11. The plans and calculations are stamped and signed
by a PrafessiDnal Engineer
~
12, The developer has signed and approved the raad
and drainage plans
13. Are there any conflicts between the proposed
drainf ields and, any drainage c3a.tches on the plat
14. Bowstring calculaGions by developer are a,n the
file far t17is review.
~ 15. Vertical curve stopping sight distance
calculations by develcper are in file for this
review
16. Horizantal & uertical alignrnent sight distance
calculations by developer are in file foar this
review
17. 'I`he engineer/developer has provided evidence of
coardination with the electric utility servicing
the project
~ 18a. The file cantains aSpokarie County Section Nlap
y~ 18b. The file contains aSpokane ~~unty Assessors' s
Map
18c. The file contains an aerial phota of the propased
' project area
18d. The file contains a carr~cted preliminary af the
final plat map
~ 19. The proj ect is located in urban boundary area
20. The project is located in the Aquifer Sensitive
Area
21. The project plan name matches the plat name
22. Is the entire project located outside of an
~ identified Flood Plain Area?
~
i ~
~ 23. Is the entire project is ].ocated outside af an
~ identified Stormwater Management Problem Area?
i
. 2
clc1iatv3 . 0 /Aug93
y
GENERAL ITEMS ( coAt ` d)
. ~ 24. List any design deviation requests and their
,
' status: ~ 25. Locate the Findings and Order far the praject and
list any unusual conditioris :
23. Backcheck of previous camment5 carnpleted
24. All previous comments adequately addressed
, 3
ck1isCv3. oJAug93
FIELD REVIEW
, 1. Field investigation trip made on
2. Report completed and put into f ile on
3. Are there any existing utilities on the project
site? (Overhead power, fire hydrants, etc.) If
yes, describe.
4. Are the drainage basins on the ground the same as
those that are presented in the drainage report?
5. Are there any drainage channels directed toward
property?
6. Are there any drainage channels directing water
through the property?
7. Do County roads cut off drainage as per drainage
calculations?
8.. If.___there._ are culverts under county roads, does
the flow go away from or toward the project?
9. What kind of ground cover exists?
10. Describe any existing channel conditions:
11. Describe channel cross section:
12. Existing Curb Type:
' 4
ckliatv3.0/Aug93
f-
, i
;
ROAD PLANS
. 1. List any roads that must be designed and
, constructed on the project.
ROAD REQ'D WIDTH DESIGN MIN./MAX. STOPPING SIGHT MIN. CURVE
NAME CLASS. PAVED R/W TERRAIN SPEED GRADE DISTANCE HORIZ. VERT.
, ~
4n con ~r. 4n o.g /8- 0 W75 -7 k5
. ,
nr~+ ~3n Lhd
o~~" AJ~. ~t~.k q w 1
~
-A2 Nec. 2C0 Li lo
~ 2. Planning conditions require submission of a
landscape plan. (NOTE: Usually associated with
PUD' s )
✓ 3. I have checked the landscape plan against the
road and storm drainage design and there are the
following conflicts:
4. The following road plans have a bearing on the
design of roads for this proj ect and a copy is in
the f ile :
S A . G1..C..j L,0 - Qa..~-• ,.G . . 4o a rQ
~ 5. I have sent an "RII value and percolation test
request to the Construction Section with soils
information and a layout of the project. "R"
value test request to Designer
(date).
5
ck1ietv3.0/Aug93
~ .
ROAD PLANS ( con t' d)
. ✓ 6. Is the bench mark shown on the plans?
7. Are stationing equations shown?
8. Is stationing correct (south to north, west to
east, reading left to right on the plan)?
✓ 9. Are existing utilities shown on the plans (or an
information copy of the utility plans submitted) ?
~ 10. Are proposed utilities shown on the plans (or an
information copy of the utility plans submitted) ?
11. Does the note "Any conflicting utilities shall be
relocated prior to construction of roads or
drainage facilities." appear on the plans?
12. STREET WIDENING
12a. Are curb design sheets provided for widening of
existing streets?
~ 12b. Does the curb design conform to Spokane County
Standards of section cross slope (Between 2o and
4.So)?
12c. Is there a street cross section shown for
widening existing streets?
~ 12d. Does the proposed new width match the width
required in the Findings and Order?
12e. The cross-section shows:
✓ existing R/W
proposed R/W
~ future setaside
12f. 100' (min.) pavement taper into project is shown
(1) There is adequate R/W f or the taper to extend
from the new paving width to existing pavement.
i (2) There is inadequate R/W for the taper to
extend from the new paving width to existing
pavement; taper extends from existing paving to
R/W.
o~ 12g. Length of pavement taper out of project meets:
~ ✓WSZ = 60 for design speeds s 40 mph
/ WS for design speeds > 45 mph
ft. min. taper length approved by County
i
~ Traffic Engineer
✓ 12h. Transition from end of curb to existing paving is
shown (curb should nose down in 1211)
6
ckliatv3.0/Aug93
ROAD PLANS ( cont' d)
. ~ 12i. A 411-wide, white painted fogline at 12" from the
~ edge of paving is indicated (tapers or tangents)
~
12j. Are the curb grades above the county minimum of
0.80?
~ 12k. If curb grades are below 0.80, has a special note
been added which requires a licensed land
surveyor to verify that the curb forms are at the
correct plan grade prior to construction?
13. NEW STREETS
13a. Does the proposed alignment meet Spokane County
Standards?
vertical
J slopes
J vertical curve length
horizontal
~ curve radius
~ intersection separation
~ V/ 150' on local access
~ ✓ 300' on arterials
i
~ 13b. The plans show the typical cross section for
streets
J 13c. Does the proposed street width match the Findings
and Order?
13d. The cross-section shows:
~r existing R/W
v proposed R/W
~ future setaside
13e. Does the typical section on the plans meet
Spokane County Road Standards?
v cross slope is shown
~ cross slope is within standards
~ cross slope is correct when checked on profile
13f. *Curb type:
~ shown
~ proper type for the road classification
meets Spokane County Road Standards for curbs
within the public right-of-way
~ consistent with the curb type in the general
area
~ 13g. Are the curb grades above the county minimum of
0.80?
ckliatv3.0/Aug93 7
' • ~ ~
ROAD PLANS ( cont' d)
. ✓ 13h. If curb grades are below 0.80, has a special note
, been added which requires a licensed land
surveyor to verify that the curb forms are at the
correct plan grade prior to construction?
>Y ~ 14. Has an "R" value test been per,formed for each
soil group?
~ 14a. The pavement section is adequate for the R-value
and Traffic Index for the road type
✓ 15. Locations where water is intended to flow through
an inlet or curb cut are at the low point in
vertical curve
16. SIGNAGE PLAN
J 16a. Stop signs are shown for all streets which
intersect an arterial (Check with County Traffic
Engineer if there is a question)
✓ 16b. Street name signs are shown at all intersecting
streets
f 16c. Is there a need for barriers at the end of dead
end streets?
✓ 16d. Is there a need for other special signing? (Check
with the County Traffic Engineer)
J 17. Has the Fire District approved all proposed
private road turnarounds that are substandard
according to our Spokane County Road Standards?
18. CURB RETURNS
18a. Are BCR, MCR, and ECR stations/elevations on curb
returns shown
J on the plan?
✓ in the profile?
~ 18b. Are the curb return elevations correct?
18c. Is there positive drainage from the road
intersection to the MCR?
18d. Curb return radius meets County Standard minimum
of 20' (to back of curb for rolled/wedge curbs,
to face for vertical curb face types)
~ 18e. BCR, MCR, and ECR elevations are set to allow
drainage from the centerline to the curbline
. 8
cklistv3.0/Aug93
.
.
ROAD PLANS ( cont' d)
. 18f. BCR, MCR, and ECR elevations are set so that the
, superelevation between the intersection and the
curbline is banked properly for right-hand turns
into and out of the intersection roads (the road
slopes from the intersection down to the
' flowline)
✓
18f. BCR, MCR, and ECR elevations at intersections
without stop sign control are set so that the
superelevation between the intersection and the
curbline does not exceed: (ref. AASHTO)
100 (flat terrain)
80 (rolling terrain)
6a (mountainous terrain)
19.- CIIL-DE-SACS
✓ 19a. The cul-de-sac grades (top of curb) meet county
cul-de-sac standards (lo min.)
✓ 19b. The cul-de-sac curb is shown in profile
✓ 20. INTERSECTIONS
20a. Do the intersections meet the 2o grade
requirements?
20b. Wheelchair ramps are provided at intersections
with sidewalks
20c. If there is a change of direction at the
/ wheelchair ramps, are the ramps oriented so that:
a 51x5' pad is provided at the top of the ramp?
the required 5'x5' landing zone at the bottom
of the ramp is located inside of a line drawn 1'
inside a line extended between the curb faces of
the adjoining street at intersections?
f any drainage structures are located outside of
the landing zone?
✓ 20d. The intersection horizontal sight distance
analysis shows that sight triangle encroachment
on private property is 2' or less
✓ 21. Is there a need for slope easements?
J 22. Is there a need for erosion protection?
. 9
cklisGv3.0/Aug93
r .
ROAD PLANS ( cont' d)
. 23. DRIVEWAYS
, ✓ 23a. Can a driveway slope of 80 or less be maintained
between the edge of pavement and the right-of-
way?
` 23b. Can a drivewaY sloPe of 12a or less be maintained
between the right-of-way and the building setback
line?
' 10
Cklistv3.0/Aug93
• ll~ ~ , t
DRAINAGE PLANS
. ✓ 1. Has a plat map been submitted which shows lot
, dimensions, street widths, etc.?
I ~ t
~ 2. Was a map with ~ contours spot
~ elevations submitted to properly determine
i drainage basins?
J 3. Were all existing drainage courses shown?
✓ 4. Were all the proposed drainage courses shown?
5. Were Hydrologic calculations submitted for each
basin? (Bowstring if area s 10 acres, SCS TR-55
if area > 10 acres )
✓Offsite (50-yr storm if undeveloped, 10-yr
stonn if developed)
~ Onsite (10-yr storm)
Q for entire area
L/ Q f or roads only
J INFILTRATION POND
Actual pond volume provided
DETENTION POND
~ Release to pipe system:
~ v contain 50-yr developed
release at 50-yr pre-developed
secondary overflow to pipe incontrol
~ structure for 100-yr developed
emergency overflow weir for 100-yr developed
sump prior to outlet to control structure
1' min. f reeboard
~ d grassed sides/floor for publicly-maintained
~ ponds
sprinkler system for publicly-maintained ponds
~ Retained on site, no drywell:
contain 100-yr developed
emergency overflow for 100-yr developed
i ~
J 208 SWALES
208 swale floor area, volume requirements
208 swale floor area provided
d 208 swale volume provided
Ckliatv3.0/Aug93 1 1
DRAINAGE PLANS (cont' d)
~ j 11. Does the entire plat lie outside of designated
~ i 100-year Flood Plain Area?
i
i
~ 12. Does the entire plat lie outside of Zone "B" of
i _
~ the designated Flood Plain Area?
~
13. Is the max. street ponding in any part of a Zone
"B" less than 1'?
14. Does the plat contain appropriate language
_ limiting the lowermost opening in a structure
located in a Zone "B" to not less than 1' above
the lowest road elevation?
15. The drainage concept is compatible with planning
commission requirements.
J 16. The difference between present and future flows
is retained on the site.
INLETS
~ 1. The inlets shown are within the stream flow.
✓ 2. Inlets are shown on the low side of a road or at
the low point of a vertical curve
~ 3. Curb type inlets are shown at sags and are
properly sized.
Perimeter does not include the side of the
grate against the curb face (all grate types).
Perimeter is divided by 2 for calculations
where no curb opening (Type 1) is provided.
Area = clear area = 2 for Type 1 grates)
~ 4. There are no long curves with flat grades
which pose a problem.
~ 5. The centerline road stations, offsets, and invert
i
~ elevations for all inlets are shown on:
i
~ ✓ plans
i v prof ile .
~ 6. Grate type is shown on the plan and is
acceptable. (Spokane County Standard inlets in
county ROW, on private property other inlet type
may be specified) (Type 1: D-2; Type 2: D-4)
~ 7. A detail drawing of the grate/curb installation
is shown on the plans and includes the 2"
depression and transitions as per county
standards for grates that are located within
county ROW, or referenced to SCRS std. detail D-8
13
cklistv3.0/Aug93
DR.AINAGE PLANS ( cont' d)
~ UNDERGROUND GRAVEL GALLERIES
• i
i
~ ✓ 1. .3 void ratio for gravel free space volume is
~ used
i
i
i
~ 2. Perc rate from field test is used to develop
i _
~ outflow rate
i
i
i
~ 3. 10-yr event volume is contained entirely
~ underground
i
i i 4. 100-yr event volume is contained by a combination
~ of underground storage and above ground storage
~ up to 8" depth
i
i
~ 5. 100-yr event volume is contained by a combination
i of underground storage and above ground storage
~ exceeding 8" depth
~ 5a. Soil mixture is specified for water depth in pond
~ exceeding 8"
i
i
~ 6. Entire gallery is wrapped in filter fabric
CONVEYANCE
, Conveyance -
pipes
J ditches
~ gutter flow depth is less than gutter height
,
~ Backwater - pipes, ditches
~
Headwater - culverts
I
✓ Curb drop/curb inlets
on grade ( f ig 16), sump ( f ig 17)
~ Grates - sump ( f ig 15), continuous grade ( f ig
16)
Riprap - stone gradation, pad dimensions
~ ✓ 7. Soils type is "pre-approved" (Garrison, etc.,)
i for drywells without percolation tests
~ 8. Does the drainage report identify the SCS soil
groups for the project area and for the proposed
roads to be built in the project area?
9. The drainage design maintains sheet flow patterns
~ in natural watercourses
i
i r
i
i d 10. The drainage design maintains existing sheet flow
i patterns without concentrating flows
cklistv3.0/Aug93 12
;
. , J
' DRAINAGE PLANS ( cont' d)
✓ 8. A curb cut detail is shown on the plans with the
' new county back drop with transitions and a 2"
depression for curb cuts inside county ROW, or
referenced to SCRS std. detail B-15
~ 9. The plans shows acceptable curb cut details and
grate details for installations which lie within
private road easements.
J 10. If inlets are in a gravel road or a dirt ditch a
6' x 61*A.C. apron is shown around the inlet.
J 11. Catch basin or special manhole details are shown
or a standard drawing is specified.
✓ 12. Critical low points in the drainage system have
been provided with overflow easements.
208 SWALE SYSTEMS
1. Is the swale located outside a future set aside
area? See Findings and Order for where setasides
are required.
J 2.. The...swale_ bottom and sides have sod or grass turf
specif ied . '
✓ 3. Swale side slopes do not exceed a 3:1 side slope.
(A 2:1 side slope is allowed if swale depth is
less than 12" deep. Should only be allowed where
constrained by obstacles)
~ 4. If depth of water from bottom to drywell rim is
a between 6 and 8 inches, soil mixture has been
~ specified which meets Spokane County Guidelines.
5. Drywe 11 i s:
located within 8 feet of the curb line, or
i ✓ a maintenance access route and easement are
i provided
~ 6. Drywell stationing is staggered from the inlet by
at least 4'
✓ 7. Multiple drywells are located more than 30'
(center-center) apart
' 14
ckliatv3.0/Au993
,
~ _ JI
DRAINAGE PLANS ( cont' d)
~ J 8. Soil type is appropriate for drywells (perc rate
i
- ~ z 72"/hr)
, i
~ if not :
i
~ 8a. overflow from a swale at a low point will be
i
~ directed away from building pads by
an identified easement over improved ground
i ~ an existing natural drainage channel covered by
i an easement
i
✓ 9. Drywell location does not conflict with
underground utilities.
v 10. Drywell type is specified.
~ 11. Drywell grate type is specif ied ('I`ype 3- std.
detail D-7)
~ 12. Drywell grate elevation is:
below the invert at the curb inlet
~ between 6" and 8" above the swale floor
elevation
J 13. Does the note: "Wrap the drywell with a filter
fabric (Amoco 4545 or equivalent)" appear on the
plans?
f 14. Swale floor elevation is:
specified
J between 6" and 8" below the drywell grate
elevation
J at least 6" below the normal gutter flowline at
the curb inlet for swale without a drywell
✓ at least 8" below the normal gutter flowline at
the curb inlet for swale with a drywell
~ 15. Swale floor
~ dimensions are shown
minimum area is shown
~ the area matches the required area from the 208
calculation for impervious areas.
16. Easements for the 208:
~ are shown on the drainage plans
are shown on the subdivision plat
are of adequate size to contain at least 6"
~ freeboard above the max. water surface elevation
~ for the design storm
are tied to the lot corners.
17. The side of the swale that is the furthest
distance from the street should have a top of
swale elevation that is higher than the highest
water level of the swale.
' 15
ckliatv3.0/Aug93
DRAINAGE PLANS (cont' d)
d
18. The invert at the curb inlet is at or above the
max. water surface elevation for the design storm
~ 19. Filter fabric
is specified for the gravel envelope around the
drywell
is specif ied between the drywell and the gravel
i envelope
installation specification is adequate.
~ ~ -
~ 20. Irrigation plan for County-maintained 208 swales
~ Lot plans submitted on
208 LOT PLANS
1. Lot plans are required; submitted on
2. The 208 lot plans show:
the lot number, block number, subdivision name,
date drawn, scale, and north arrow.
dimensions to lot corners
drainage easements
setback requirements
swale floor elevation
swale floor dimensions
rim elevation if drywells are present
curb cut station, offset, invert and length
any drainage ditches
shows depth f rom the top of the curb
an attached cross section of the swale or ditch
3. Lot plans have been stamped by a professional
engineer on all pages
4. Lot plans are of sufficient scale to maximize
the lot size to the 8 1/2" x 11" paper size.
(Drawings may be on plain white paper)
5. 208 lot plans were approved on
CIILVERTS AND PIPE SYSTEMS
✓ 1. The road culverts are at the low points of stream
flow.
~ 2. The -headwater was calculated for culvert
entrances and is under 2 diameters for culverts
under 18" in diameter and 1.5 diameters for
culverts greater than 18".
~ 3. There is a minimum of 12" of cover for all
culverts and storm sewer pipes
' 16
cklistv3.0/Aug93
l ~
DR.AINAGE PLANS ( cont' d)
~ 4. The designer has provided a letter from the pipe
manufacturer certifying that the intended pipe is
suitable for cover less than 3' (PVC), 2' (CMP,
RCP), 1' (HIDPE/ADS) or the engineer has provided
trench details for upgraded pipe bedding for
these areas
~ S. The minimum velocity within the pipe system is
4 feet per second at design flow in a backwater
condition. (Note: The County Engineer may permit
lower velocities)
v 6. The backwater calculations show a minimum
freeboard of 0.75 feet for each catch basin or
manhole.
~ 7. The minimum culvert and pipe slope is 0.5o and
all pipes meet or exceed this standard.
8. All angle points in the storm sewer system have
suitable access such as a manhole for cleaning.
~ 9. At locations where two dif ferent pipe sizes enter
the same manhole the 0.8 diameter points of each
pipe are at the same elevat,ion. (Note: Exception
allowed for drop manholes)
f
10. Is there any downsizing of pipes in a systems of
pipes that are 18" in diameter and smaller.
11. There is a downsizing of pipes in the amount of
3" for a minimum of 100 feet in a pipe system
that contains pipes that over 18" in diameter.
J
12. All pipes in the pipe system are 12" and larger
as per Spokane County Standards; (10" pipe that
is allowed for connection of inlets to catch
basins or drywells, if the length does not exceed
44 LF and the velocity is at least 4 fps).
v 13. Al1 storm sewer pipes are located a minimum of 5
feet from a rear or side property line and have
adequate easements for maintenance.
14. Inlets on the same slope are located so that the
~ maximum width of spread for the gutter flow does
i
~ not exceed 6' ( f rom curb f ace f or Type "A" or
i
f rom back of curb f or Type "R" )
i
✓
15. The plans and profiles show all culvert pipe
types, stations, offsets, lengths, and inverts
' 17
cklistv3.0/Au993
DRAINAGE PLANS ( cont' d)
. ✓ 16. Pipe materials meet county standards for systems
, that lie within county ROW. (Note: The type of
pipe in private systems may be as specified by
the design engineer)
✓ 17. The culverts shown are properly stationed from
centerline stationing.
✓ 18. Does the drainage system conf iguration avoid
conflicts with underground utilities?
19. Is there a need for energy dissipation on any of
the culvert outlets shown on the plans?
/ 20. Is there a need for rip rap around the culvert
outlet at any of the culverts as proposed on the
drainage plans.
J 21. The rip rap that is shown for the drainage plans
is adequate for the culverts where erosion is a
concern and the engineer has submitted
acceptable rip rap design calculations.
J 22. Pipe anchors are shown for pipe grades greater
than 150.
~ 23. There are no instances where water is trapped
against a fill with no culvert shown.
24. Profiles and cross sections are shown on the
plans for all proposed channels and ditches.
f 25. Ditches with eroding velocities have a proper
lining for erosion protection.
f 26. Water will properly flow from an existing or
proposed ditch on to the pavement as proposed on
the drainage plans.
J 27. Where the ditch profile passes from cut to fill
the flow has been properly disposed of.
18
cklistv3.0/Aug93
EASEMENTS
. ~ 1. Adequate drainage easements are shown for
, maintenance of drainage ditches or pipe systems.
J 2. There are easements proposed or existing for
natural channels which cross the property.
J 3. An easement was provided where street drainage
was diverted onto private property.
4. The perpetual maintenance of private systems has
properly been provided for.
J 5. The maintenance of drainage systems within
Spokane County ROW has been properly provided
for.
J 6. Appropriate drainage language has been provided
by the reviewing engineer to the surveyor and/or
engineer who is involved with the platting work.
~ f 7. Pre-existing drainage easements on this parcel
i
~ are not affected by this plat
i .
i
i ~ 8. Overflow easements are provided from swales/ponds
~ located in low points
i
MISCELLANEOIIS
1. QC check of review completed
(date) (init. )
2. Bond quantities for drainage item calculated
(date) (init.)
3. Vertical curve sight distance worksheets done
(date) (init. )
4. Vertical curve geometry worksheets done
(date) (init. )
5. Drainage volume worksheets done
(date) (init.)
6. Stamped road mylars to Permit Tech.
( Sylvia/.Suzanne )
7. Stamped lot plans to Admin. Asst. (Sandy)
cklistv3.0/Aug93 19
.
TRANSAMERICA TITLE INSURANCE COMPANY
NORTH 7 2 O ARGONNE
SPOKANE, WASHINGTON 99212
Prepared f or :
LANDRETH CONSTRIICTION Order No.: ME-189668M ATTN: SC4TT LANDRETH
N. 708 ARGONNT - STE. 113
cc: Inland Pacific Eagiaeering
SECOND REPORT .
P L A T C E R T I F I C A T E
Effective Date: December 1, 1995 at 8:00 a.m.
Certificate for filing Plat of : .
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:
Tract 199 of VERA as per plat thereof recorded in Book "O" of Plats,
Page 30, in the Spokane County Auditor`s Off ice;
EXCEPT the North 313.00 feet of the West 145.00 feet of said Tract 199;
ALSO EXCEPTING that portion of said Tract 199 described as follows:
BEGINNING at the Northeast corner of said Tract 199; thence South
890421S711 West along the North line of said Tract 199, a distance of
125.00 feet; thence South 00002'33" East, a distance of 26.28 feet;
thence North 8904612711 East, a distance of 125 . 00 feet to the East line
of said Tract 199; thence North 00002'33" West, along said East line a
distance of 26.40 feet to the Point of Beginning;
Situate in the County of Spokane, State of Washington.
VESTED IN:
TA~.M~,.WrAL~@&'~,~-a ffl, a ried woma"n, as her separate property, as to the
South 120 feet of the North 433 feet of the West 141 feet of Tract 199
and L# DR•E,,-,T-,~.H%:;tCO)NS~TrR+UCT~*I~ON!WNNC".,, a Washington Corporation, as to the
remainder.
. {
i
Qage 1 or 4
,
~1
.
. ~ ~
, , .
Order No. ME-189668M
/EXCEPTIONS:
1. Taxes and assessments, if any, no search having been made thereof, as
to Parcel No. 45261.0612.
Parcel numbers 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 charges by Spokane County for Storm Water service.
3. ANY UNPAID ASSESSMENT OR CHARGES, AND LIABILITY FOR FURTHER ASSESSMENTS
OR CHARGES BY VERA IRRIGATION DISTRICT NO. 15.
4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
BETWEEN: Vera Electric Water Company, a corporation
AND: D.K. McDonald, A.C. Jamison, Andrew Good
and Vera Land Company, a corporation
DATED: April 25, 1908
RECORDED: April 25, 1908, In Book "H" of Contracts,
RECORDING NO.: 2000528
REGARDING: Providing for construction of ditches,
• flumes, pipelines, etc.; erecting poles
and distribution lines, with right of
ingress and egress to maintain said pipes~,
lines, etc.: and providing for lien for
unpaid charges for such service
5. Restrictions imposed by instrument recorded under Recording Ivo. 179518B,
as follows:
The Grantor reserves the right to construct, repair and maintain over
and across said premies any ditches, flumes, pipe lines and electric
lines, new existing or hereafter required by the Grantor, for district
service, and the Grantor reserves an easement and necessary rights of
way thereon and therein for said purposes.
6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
DISCLOSED BY: Instrument recorded under Recording No.
~~41@t8s0~3~0,4w4m8"=b,"'
PURPOSE: Maintaining a property line fence together
with use and enj oyment of any portion of
. said easement lying Westerly of said fence
AREA AFFECTED : The East 4 feet of the West 145 feet of
the South 120 feet of the North 433 feet
of Tract 199 of VER.A, in the County of
Spokane, State of washington
Page 2 o f 4
, J
. .
Order No. ME-189668M
(")7. OPTION TO PURCHASE AND THE TERMS AND CONDITIONS THEREOF:
GRANTED TO: Landreth Construction, Inc.
RECORDED: June 9, 1989
RECORDING NO.: 8906090095
8. Potential liability for assessments levied by Spokane County Utility
Department for the Aquifer Protection Area. To verify, call 458-2538.
In order to make payment, account number is necessary.
9. Declaration of Protective Covenants' imposed by instrument recorded on
March 15, 1990, under Recording No. 9003150115, including, but not
limited to, liability for assessments levied by the community
association, and rights or benefits which may be disclosed affecting
land outside the boundary described in Schedule A.
10. Declaration of Annexation of Autumn Crest, Covenants, Conditions and
Restrictions imposed by instrument recorded on June 13, 1995, under
Recording No. 9506130235.
11. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
RECORDED: June 29, 1995
RECORDING NO.: 9506290320
REGARDING: Street Lighting
12. MITIGATION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
RECORDED: June 29, 1995
RECORDING NO.: 9506290339
REGARDING: Leins and charges assessed by Central
Valley School District No. 356 for impact
of development on area
Page 3 of 4 .
Order No. ME-189668M
C-1'13. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: Landreth Construction, Inc., a Washington
Corporation
TRUSTEE: Transamerica Title Insurance Company
BENEFICIARY : Washing4 t,~on,-,~, qLt-jon
ovorat ion
ORIGINAL AMOUNT: $340,000.00
DATED: April 18, 1995
RECORDED: April 27, 1995
RECORDING NO.: 9504270668
Investigation should be made to determine the present balance owed by
contacting the appropriate lender/agency/individual. .
TRANSAMERICA TITLE INSURANCE COMPANY
~
For service on this order call:
(509) 922-2222 (FAX) 926-1519
Micki Erwin, Title Officer
sc
~
Page 4 of 4
, UL. A. A A I v ,
~ ~ „ . 9504270668: . aECC.r:o
Da „~ssPacE FOir~e~"us~~aEo
YDI. ~7`~~PAGE~~7:~. ~ , , , ,
• ►ibit n Lepl Descriptia,: ~i-aa2_soiao,_17 " . AEOU
- i ,~nt
E51 ~
, . . . . . , 4RAtZSMEPI(7► TTILE IIYSTJRANCE QMPA,Y Oi+der.# %IE-191183 1.~►~
~RECORMIN11%MALM.;,, . , r,• ~
• , ;
. . . . . . . . . ~i. .'~7. ,.~'I,.y,~. ;r{n~S•t..±'n.f,.:. 3e Pii 9S
11-
Tract~ o! Vfg~ ae per platthereot rcoorded in Book "0' ot Plate, ~4~~ ~ ''•6'~'~ wiui,~►+•,
PAge ~3~-in tho Spokane Ceuntp Auditor'e Office, County of Spokano, ' euoIT,uF
6tate of waehington; 1201 3id AVE / PQB 834 / VMT1004 SPOKAI;E. CCIINI't. waSH,
' . • . . , . . '
EXCEPT the North 313.00 feet oi the Weat 145.00 feet of eaid Tract 1991 SE►'~. Wh 98101 •
ALSO EXCEPTIN6 lhet portion ot eaid Tract 199 deecribed an followei
' iiru o
DECINNINO et. the Northrapt corner of eald Traet 1991 thenoe SouEh 13EAONSE01}NTIHEPROMtS90Rt'NOTE6ECUREDBYI}iIS0EE00FTAU3TPR0VIDE6fOR5HORTTERMFRUNCW00NI-Y.
89' 42' 57" weet, along the North I ine ol eeid Tract 199, a disCanre •of 0E FURTHEA AONSID 1141T ME MOTE MAY Pi101ME FOR PEPoOmIC pICFEA&FS W 1}IE RfTEfiEST pq1E M10 MONTHIY
125.00 Eeets thance Sonth 00'02133" -Eaet; a diatance of 26.28 feett ~~~PAYA8lE1HEREUNpER ,
• . •.r:
thence North 84046'27" EeaL, e diatance ot 125.00 feet to the Eaet line of eaid Tract 199; thence NorLh 00•02133' waet, alonq eaid Eaat line DEEDOFTRUSTANDSECURITYAQREEMENT
a dietancc of 26.40 feet to the Point o! Deginningl Lend Development . l►ND EXCEPT the South 120 Eeet of North 433 Leet of the Wcat 141 Ecet o f s a id Tra c t 19 9; . Tm MM oF TRU~T M+n sECUwtt AoMEMENr ra.d aa Tnown b m.e• e,is teth •d•y o+ 1_aqs
Situate in the County ot Spokane, State ot Washington. b'"w' a wagghin~'r..c[►.Sb
i
, PndMdu+M WW oollealliveN. 1~e U-n-,'aaMa'1. whae sddreu 6 7Q9 N AR(221NF qft'1R 1R . SPpifANF.. WA 22712
ANV , the addrau d
. ~r tsmu 72o nucrORNF urmn. cECEM_ mm aa,)nr, ,
. ~,a Ib woowon In m,M.na wyiu (Tnal»~~ u,a
, i , n,..eem. ofwnkn r Lnl MOM nvfMM,- 505=
i li1 n1 ~qm~fidu~,• , .
1, OnMMp Claww aruAa Mnby pruib, bmpdru, w!b ud jo to TrudN ud Itr sucnaon In Uwt uM ualqns lonver, In Wel wluh
' I powet d9d9, IM IoncwAtpdo&eriNd pi"rty bttted M_S23gAW, Counly, WuAlnpton, ¢he 'Real Ea1a1e7, JI Intaat Neidn
wfikh Qrunor mry Mndur kquln, I!M owmmq, dqfi4 u+d appuAmuioes Nenol uid 1M IneorrN. nnL and paiiu therdrom:
• . l1~ ' • . . .
SEE @aMIT 'A' ATII= F83tEI0 APID 8Y 'IHIS RFFE R IIdCE h41LE A PART }{ERDOF.
fi , . . . . . , ` . . .
~ 3yo
~ .
TOOEiHERWITH a11 plans. Drellminery p1a4, dedpnf md eivdla usaleted rrNh tl» Red Ettde. All 01 the PrapeAy deudbed In Ihle Seetion 1 h
' someUmas edledbely refotrod 1o Aeretn u tho 'Propay. Ormlar pnrft Bmellclery, as seeuiad perfy, e saarity fnteiesl In erry o1 Ihe
' oba'"ooeAbwd popeM wfikA Y Aoemod ta De MnoneAy topetl+m wMh o saurhp Mleint In aII olher penonel propeAy ol wheuoever newte whicn
b beuid an a uad a lo be wod In eonr»elbn Mlh ury od IM Red Euue, an aomtruetbn pulpmeM end malerlels veed ar piaurod !or use In
aormyaifon wflA t!N tauUudlon d IM Impowmerts (u Mnlndler deHned), a+d tll eoMrkb, aptammU, permKe, ptens, specHiaOone, end
pmdamuxe ud psymad boMs und a proewed la uu In eonnetUon wllh oorotrueUon of Vro Im~ eMa. dl punuent la Ihs Uniio-m
Comrmrcld Cade d tM SINs ol Wahlnvton ph* 'l1CC') an ft lerms uid condNom ooMelned hmdn exoept Nat wfieie erry piwiiion horaof Ix In
eonlAd wM tlro UCC, IJh l1CC she11 eonUol. BemOolery heteby udpns wefi seeuMy Mfmtl to Tnnlee, In Wst lo be deeA wNh ne e poNon al tha
tl o~ aapl u othmrbe epoeHieQ Maln. Thb OMd ol Tnnl sh*ll M dNmed to M a sxurRy aprnment wNh respeel lo atl pioporty wbjxi io
KdNpkn
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YOI. 1743P6GE1I89
' 9506290339
4, At the time of issuance of a building permit by Spokane Coumy or such other MiT[CATIO AGRF.F,[vtEIV'f Yot. 1743fhGE 1 288 municipality asserting jurisdiction over the property for conswction of a dwelling, Developer
or his suaesson shall pay in cash to the District the sum of seven hundred fitty dollars and ,
001100 (5750) for each new single family residential unit. TH(S is an agreemenl entered into by and between the Central Valley School Distnct No.
5. The County of Spokane or sueh other municipality asserting jurisdiction shall not 356 (hercinafter refernd to as 'District` and Landreth Construction, lncorporated hereinafter
a building permit for any residential untt wlthin the development without praof of payment refcrted to as 'Developer"),
~`--f~i the sums roquired under this AgroemenL Provided, however, that should Spokane Caunty , R E C I T A L S
refuu lo roquiro the payment provided herein as a condition of obtaining a building permit, the
panias agra lo negouate in good falth an tlternalive collection pracoss,
1. 'I'tu lkvelopet has submitted to Spokane County sn eztension of time request far
6. ' Mitigation payments shall be used at fotlowr. Autumn Crest Imown as PE•I570-89, more paticularly described in Exhibit'A' attachcd hereto.
This prrsendy proposed plat, Aulumn Cnst Phase IV is located in an area which is served by
A. Payments shall be held in a reserve axount and :hall be expended ta fund the District.
the District's apital neods which ate rtasonably nxessaty in orda to 2, Aulumn Crest Phase 1V will contain twenty-three (23) new single family
miligale the impact of the incrcase in student population due lo the residtntial unit which, upon completion, may generate new sludents which will have an impact
development ot Autumn Crest Phan 1V.
on the District's capital facilities.
0. The paymenb shail be expended In a11 cases within five years of Dittrict 3, The Districl ls currenlly operaling over ib capacity and will continue to do so
collection; and when Autumn Crest Phase lV is fully developed unless additional student housing is provided.
. C. Any payment not expended w3thin five yr3rs of collectlon shall be ' . 4, The District das not have facilities available to accommodate the additional
rcfunded wilh intercst at the rate applied to judgements to the propeny students generated by the propoud development.
owners of record at the time of the refund; however,lf the payment is not
eapended within tive ytars due to a delay solely attributable to the 5, A dispute has arisen between the parties as to the steps which should be taken by
Developer or buildcr, the payment shall be refunded wiehout interesG the Developer to offsel the impact this development will have on the District. In order lo
1. 71u parties acknowledge that the provisions of this Agreement may be affxted resolve this dispule, the parties have agreed as fallows:
Qy action of Spokane County in connection with the epproval of Autumn Crctt Phase IV, The NOW, THLRGFORE, for good and valuable consideration, the receipt and
parties agree thal if Spokane County fails lo approve Aulumn Crest Phase IV, lhls Agrctment sufficiently of which is hereby acknowledged, the parties agra as follows:
is null and void.
8. The miligation fa per unit shall not be ineroased or reduad for a period of thra 1. Dcveloper and the Di:trict egra Ihat this Mitigalion Agrament is a voluniary
years following approval ot Aulumn Crcsl Phase 1V by Spokane County. The final plat sha11 agtament which is reasonably naessary in order to mltigale the direct impact on the District
provide a covenant on the face oi the plat for the paymenl of the mitigation for each lot in the of additional students which will be gcneratcd by the development and tor whiclr there is no
final plat as provided by lhit Agretment. appropriate facilities to house such additionat stadents.
9. The lerms and condilions hereunder shall be adoptal as a condition of tnal plal ~ 2, In exchange for the promius of the District as containcd in lhis Agreement,
approval of the development. Developer agrees to make payments to the Dislricl as specified below.
3
10. The District shall ezocute any documen~ to nlease the covrnanl described in Ihis . The Dislrict hereby agrees Ihat the performance of the conditions in ~his
Agrament, i( rcquired by Developet or his successors and assigns upon satis[action of paymtnt AB~ment by Developer shall cons►itute miligalion and offset of adveru impac►s of the Autumn
Ihit A Crest Phase IV developmcnt ta the District. Nolificalion will be givcn to Spokane Coumy by
under grxmenL , the Diserict that impacts to the Dislrict from this development have ban mitigateG as a resull
of this AgrKmenl.
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YOI, 174 3PAGE.~~J~, •
EXIlID1T "A'
Iaeal bescrindon YOL. 17 4 FbGE 9 0
r~~•~:t~~,kb•i', ' ll. This Agretment is madc wilh rofennce and is intended to be cortstructed in
-,e'~=~►~'• accordanx with the laws o( the State of Washington. The parties agra that the venue for any
• 0.1,' W. suit brought urtder this Agrament shall be exclusivcly in Spokane County, Washington. Shauld
any pravisfon of this Agreement be declared invalid or in conAict with any law of the State, (he
validity of all other provu(ons shall nmain unafialed and in full furce and effect.
11, This Agrxment shall consutute a covenant running with the property described
Dchtbit A t,egal Descri.ptian: in &hibit "A' htreto and ahall be binding upon and enure to the benefit of the heirs, execuiors,
• administrators, successors and a:signs of both the partia hercto.
Trar,t 199 ot VERA ae per plat theront racordnd in Book '0" of P1aCt 13, nis Agteement constitutes the entire agrcemeot between the parties and no
Page 30, In the Spwkane County Auditor'e 0(lice, County of 9pokam modifications or rovl:ions shall be binding unlas made in wnting and signed by the partiea
SCate of WtehingConj hent0.
EXCEPT the North 3t3,00 Er.et of the Weat 195.00 teet ot uaid Traet 19' SCOTT LANDRETH CEM'RAL VALLEY SCHOOL D1STRICT k356
ALSO ExCF,PTtNG that portion of said Trect 199 describr.d as followN: LANDREfH CONST'RUCTlON, INC. 19307 EAST CATALDO
' N. 708 ARGONNE, SUITE 18 GREENACRFS WA 99016
QrGINNINC at the Nnrthaant cornrtr et anid Tract 1,99s thanee Sotii SPOKANBWA99212
89•42'570 Weet, alonq the NorL•h IinR o( eaid Tract 199, a dfatance~ '
125.00 feett thenne Sonth 00•02033' Raet; a diblanr,e ot 26.28 IGei '
thc:nr.e Nnrl•h 09`46127" Eaat, a distance of 125.00 feet Lo the Eaet 1ti. $y; Zgy;
oL eaid Tract 199; thence Nerl'h 00'02033• Woat, along said EaeG lii r
a distenee of 26.40 Eeet to the Point of Deginningi
ANO EXCfP Dated: l Datod:
r the SotiCh 110 feet ot North 417 teet of the WrAt 141 [ec
of said Tract 1991
SituAte in the Caunty ol 3pokane, State oL WashLngton.
. S'fATE 0F WAS111N0'('ON ~
es.
Covntr of *4A--L-j
Rif Ihla dny of , 19 9S, lrcloro me. Uro umlcrelgnetl, e Nnlary I`ublfe In nnd
fm tha Stele of WMeltington. July mml~elonetl enJ sworn, penonelly spivcercd
, end
' b me knmm eo be the ~ Aresident end Seeretery, Repectively, of
. ~c,- G~.~~~s~► /n~,
. Uu temontlon thet e:eculed lhe (orcgoing Inelrument, enJ uMnawl gcJ the seIJ inatrument to Lo !Lc Irce anJ voluntery
met nnd daJ oi eelJ eorywretion, lor Ute uus enJ purlwxt lliereln menlloneJ, anJ on oelM itet.ed Oiet
evUwdud lo e:aute tlie wld Inetrument end thel the aca) efpxed Qf eny) b the mrporele ael of eeiJ corporatfon,
. O1VEN unoer my hend end oflicial eeel the day end ycer laet ebove Ndtlen.
' ~~~pv~ ~ t ti~~~ ~j Nalary Public n end lor e tete eliington,
- o: ~ fesidin¢.t
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i I Myeppolntmmtcxpircr,
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YOL 17 4 3 PacE 12 5 G 9506290320 YOI, 1`~ ~ 3 P~GE l. ~
Ple~s~ rotum to; FI~EU Oh AE!:is~UEO
d. Tha Diatrict heo establiehad n rata'vhich provldeo for VERAWATERANOPOWER
emortizetion oL normal cepital coats, maintonnnoa nnd repair. It ie agreed P.0.8ox630 R:QUEiT^
that seld rate ehall cover all cherges tc the ovner except !cr tha eum oi VERADALE,WA 99031 -
S O . cTR„EE'f L•IGI1'►'rtvG AGR ~MCNT~N 21 3 15 PN ~95
CE
5. Charges for the service hei0ln agraed upon shall be billed by the klll 1:;J E. o0Na11uE
District againet the orrnere of the lend or their aucceseore na are other AU)ITOR
0 ~ric cherqea end the Lirat payment shall become due et the next regular SPOAAr1; couHtr wasH,
OEPUTT
~nq following completicn oi the etreet light inetnllntion.
i , b~~~n
6. Upon the failure of the owner to pay the aharges eB provided for TFitS AGRFEMENT, made end entcred Into Ihls day ot~K1995
heRin rcferred to es Ihe "owner' and VERA IRRfGnTiON
n the rate, the Dietrict mey nt ita electivn place ell peet due euma on LAneL,eiA (_'nnc jrtcfran Ie e,
the easesement roli ng provided in R.C.W. 87.03.240, end Qolleetable in the pISTR1CTN0.lS,her~lerefeaedwuthe'District';
manner provided by lar+ for otiher dietriot aeaesemente.
7. Thia aqreement ehall ba a covennnt and run xith the lend ebove WITNESSEPH;
described end be binding upon the ownere and ell pereons olaiming en ~~g, a resfdenBal ara Is being dcveloped by thc Owner, which area is served by undergrourd
lntereat therein, their aucceeeore, heire,and eeeigne.
• . electrical servia, and
' 1VHEREAS, {t ►s advantagcous and less cosAy W Irutall street iighting et the Bme the underground
VERA IRRIGATIOH DI9TRIC1` N0, 15 distrfbution system is ImtaHed, end
WHER$AS, afl propeny in 4e development is moro desirable when served by a properly engineercd end
imtalled sysum of atrat ligheng, md
WHEREAS, the dwner 1s ttquesting 1he DisUict to futnish sUeet {Sghting for real properry herein
described, and
CNAIRNAN WHEREJIS, the benefits o[such strett lighting will inure to the properry owr+ors who raw own or may
hecea[ter ecquite eny portion a{ the xaid properry hercin described, end
BY s L 46 WIICRCAS, aald stttet qghta will rcquiee taminuing payments Wt nmordudon af uriginal coscs,
S RETARY mainterooa, rcpairs and electric energy,
- WNERFAS, the Qandes have reached agnement concerning ft payment of said costs ard charges,
~ PA'D • . NOW THEREFORE, ln corsidention of the mutual covenants and agreoments Aerein containcd, end of
the promise of Ihe Diatrict to fnvest District funds 1n sveel IighUng and Install and maintain the x+me, ii is egreed as
r~lam:
1, 'Rie undetsigtKd represent and watrant Ihat he, or Ihe ootpontion which ho represents, is entided
lo encumber the real property hercln described and agras to show evidence of svch authoriry.
2. The real propxrty covered by thi rn described as:
umd C~es , Fou r~'
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• CoKnl~, O! SDO',tQj C
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Sfat~ of W.rknq ron F
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. , 3, The Disuict egrees lo insbll strat lighls el ihe IocaOons shown on the auached skelch and fu er ~(J
agrees to oper+tt, maintain and rcpair de sartk.
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, ; r • • . : :,,':T'; ' . REOUE51 of 1DAPUqhiFR(CA 711LE ,
9408030272
, . , . . • .r . . 3... :r: • . : : weEN uco o b~ 3 I 09 PN '9~
' • ' , ' „~.f c:::- ; >:'';r,,;' R ~D AETUAN TO
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, •y;~;..:~; t" :r.~•;r... + . • ~ TRUNKENBOLZ 6 CMLSON, P.S. Ill
; . • ~ , .:~.'•'i; :.l:"'SiL. ra .~4'• bUUI~ON ,
. . • •,n,• ° ~ , r>~• Beet 12704 Nora Avenua
. . ; '~t~~•';;', t, SPOKANE.COUN11,1riSH,
, • • • ' , ; ~4.,~~;;,.:~c';+;~,..,~~~;d~,;..~.:r._., ,;•~'-~,F'.ti:; Spokane, WA 99116
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fo , . . , : , c-3n7e YOI. 6 3 2) P6GE ~ 5 'a'
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I8Sll Sf S T A T U T 0 R Y W 1► R R A N T Y D 8 B D
YQL, 1632pA6E ~ J TtIE GRANTORS, DORITA H. WNLLIS, h• parried vomen, en her eepnrate property;
U
, I N C O N S I D E M T I O N o f Ten Do l lnre an d o t hez ve lua b le cone i dera t lon; .
ICXHIATT in hand paid, convey and warrant to LMIDAETD COHSTttUCTION, INC., A Waehington ~
, Corporationj ;
(Fiallis to Landreth • 7►utumn Crest 4th,- ptn.) the follrnaiag described real eetate, eitueted in the County of Spokene, State
of Heehinqtonc '
Tract 199 0! VERA, 44jcCEPT,> the North 319 feet thereof, and SEE BXDIBIT 'A' (
. !
l"EXCEPT, the South 120 feet ot the North 433
eVf-thereof, feet ot the Weat 141 i
SUBJECT TQ: All in the County of Spokane, State o! Washington. 1. Aenl Eetate texoe for the second hnlf of 1994, tax eccount no. !
45261.0612.
2. Liability for future chargee by Spokane County for Storm water
eervice.
• 3. Any unpaid aeeeeementa or chnrgee and liebflity for further
neeeeements o= chezgee by Vera Irrigation District Ro. 15. ,
n0 4. Agreement and the terms and condltione thereof between Vera 2lectric ~
B\Wallla2,8xh, 1Nater Company and D.K. Hr,Donald, A.C. Jamieon, Andrew Good and Vera Land ,
• Company, Dated April 25, 1908, Recorded April 25, 1908 in Book 'il" of Contrecta, pege 292, Aecording No. 200528. ,
, S. Reatrietiona imposed by inetrument recorded under Recotding No.
179518B.
, Dated: July ;14~. 1994. 0094012j~j
etase T
~ • . Sale exPaidp~ ~
PE. ~
DOAITA M. H IS ~wJ 0~~"'~ ~e S.
STATB OF WASHZNGTON ~
) ae.
County of Spokene I
On this day pereonnlly appeared before me AORITA M. WALLIS , to me ,
, known to be the individuele described in and who executed the aithin and
foregoing inetrument, and acknowledged that ahe eigned the eamo ne her fr.ee
and voluntary act and deed foz the usee and purpoaea therein mentioned.
, GIVFN- vnder'my hend and official eeel this 4G dey of July, 1994.
~ ; . ~
ary ubli or the State of
/,"Washington, Raeiding in;
My commieeion expiree:a
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sXeIat CP nPPJCDCD%= ta=a" oF eAsEMErr
~Q EASEMENT FOR MAINTAINING AN EXIS'TPIG FENCE
F~IT
• ~
~ . The underaigned, LJWDRETf{ CONSTRUCTION, INC., a Waehinqton
corporation, doe6 hereby qrant to all present and luture ovners of
Approximabe locatrcn the folloaing described property:
of easerrent '
' . The West 141 reet of the South 120 teet of the North 433
N feet of Tract 199 of VERA_ in the County of Spokane,
~ 0 Stata of Washinqton,
an easement lour (4) feet in vidth, for the express purpose of
' ? . . ~ ~
, ~ i • • t ' maintaininq a property line fence togather vith the use and
~ ; ~ ~ ' ' enjoyment of any portion of said easement lying aesterly of said
~ : ~ ~ ►
PROGRESS ROAD, tence, describea as tollovs:
, i y 'd1• The East 4 feet of the West 145 teet of the South 120
• ~?9~ a\ ~a~ ~~t~ k' I ~ feet of the North 433 leet of Tract 199 of VERA, in the
County of Spokane, State o! Washington.
W 2 v J ~ ; ~ CD
I► sketch ehowing the approximate location of said easement as
N
physicnlly located on the property is attached hereto as Exhibit
' ' y~:: ~ • `
I ~ ~r.,.•~~'____,~r ~ 318 ,s~ ; "A" and incorporated herein by reterence.
` ~ •~rr~- ~ id9• ~ v o.
C) , r P , DATED this 26th day of July, 1994.
~ w
0 N o W \ '
A ~
~ ; 7 ~ , ~ . a U~ ' LANORETE{ CONSTRUCfION, INC.
~
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1 ~C W ~ Q
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Exrkila
1~• m~ m ~ o ~r~ ~ RF. T2XExempt BY:SCOTT LANDRETH, President
~ o C c° yc ne ry Treas. BY: ,~//~Y
w
p3i A ~ m 4,. ~
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NANCY J. SIHl4S, Yice-President
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CHARLES SYREET .
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• 950E~1302~ YOI. 1737 PAGE 11 G 1
' FitEU (PI 1. `0MANSA6ERICA71TtE
~ REGUES' c•:
RBCORDED AT TH$ RHQUSST OPs JU 13 1 23 fl 'gs . •
TRUNRENBOLZ i CARLSON, P.S.
ATTORNBY3 AT LAii w~~~:. • . .
:.1lVt1q't
' BAST 12704 NORA AVBNUE SPOKANi. Z1juHi'1. ti:'i°_I1.
' SPOKANB, WA 99216
DBQ.ARIITION OP AHMXATION
AVPOHN CRBST - PRASB IV
SPORANB COIIt+Tl'Y, WASHIN6TQH
THIS DECI.ARATION OP ANNBXATIOH is made, entered into and
becomea effactive on the date' hereof ae eet forth beloW, by
LANDRBTH CONSTACJCTION, INC., n Waehington corporation, (hereinafter Y '
• referred to as "Graator'), with refezence to the follorring facte: ' •
''fff ' • A) Grantor is the eubdivider and developer oE a certain
' tzact of land vhich ia legnlly described on Exhibit •A' attached .
• hereto and incorporated herein by t2iis ralerence, which land is
' lxeted in tha County of Spoknne, Stata oF Waehinqton, commonly
knovn ae AUTUHIJ CREST, e davelopment of numerone raeidential lota,
which development io governed by that certain 'Declaration of
Protectiva Covenanto !or AUTUlRi CREST' (Phase I), recorded March
15, 1990 at Paqes 140 et eeq. and bearing Spokane County Auditor's
Pile No. 9003150115 (hereinafter referred to ae the 'Declaration'),
the definitione end terma of which Dealaration ara incorporated
herein by thie reierence.
e)Grnntor ie alao the owner of n certein edditionnl tract
of land near end/or ndjoining the property described on Exhibit "A" ,
~ which has been pletted by Grantor, but which hae not previoualy
been subjacted to eaid Decleration. Said other Icnd ie legally
!
' t deaczibed on Bxhibit '8• attached hereto and incorporated herein by
" thie reference. Said other lend conaieta of numerou9 reaidential
lote, alonq vith the dedicated roadvaya ("Autumn Czest - Phaee
IV'). .
. C) Grantor desirea to annex esid other land known ae Autumn . •
Cre9t - Phaea IV to the original Autumn Creet land and land t. ' .
1
r
_ - . . ` _
• . . , .
, • Yoi.17 37 PACE 1i 6 3 . • YoL. 17 3 7 PacMG2
, , .
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DECLARATION OP ANNEXATION •
DECLARATION OF ANVEXATION
AOTUFQi CREST-P9ASE IV
AUTlllN CREST - PBASE IV
PACE ]
PAf3E 2
benetit of all enid Lot Ounert. Orantoz aleo hereby raeerve@ irom
all Oanere oi Lote in Autumn Creet - Pheee IV, and grenLe to the previouely ennexed to it, and eubject enid Exhibit "B" property to
Ownere of Lote in Antumn Creet and prior phesee, ell righta and the Declnrntion ae provided in thie Declerntion of Annexation.
easemente which were reeerved to Grnntor under the Declnretion and NOW TBEREFORE, Grantor hereby declaree and covennnte ae
the Plet. . , followes
!^`1 3. Without limlting the genernlity of the foregoing,
1. That, in accordance with the righte reeerved to Grentor
Crentor, for eech Lot owned within Autmmn Czeet - Pheee IV, hereby in the Declaration, Autunn Creat - Phnee IV (the Exhibi.t "B"
covenante, and eech Owner of any Lot within Autumn Crmet - Pheee IV property) ie hereby mede eubject !o the Declezation and ehall for
by acceptance of e deed therefore, ie hereby deemed to covennnt and • all intente and purposes be pert of nutumn Crent Subdivieion,
egzee to pey to the Aesooietion regulnrly monthly neeeeamenie oz
:rest ffeative upon the dete that thie document ie recorded. Autumn
chnrgae, end epesinl aseeeemente !or cnpital improvements end - Phnse IV (the Bxhibit "B" Property) ehall be held,
unexpected expeneee, or reeonetrnetion eeeeeemente, all aeoozding conveyed, mortgaged, encumbered, leased, rented, ueed, occupied,
to the Oeclarntion.
4. All property and lote with AutumA Crest, Autumn Creet- sold and improved, eubject to and in accordance with all of the
terme, covenante and provisione which have been set forth in the
Phase IV and eny pcior pheeee ehall hereafter have reeiprxel non- Deelnretion, all of which nre for the purpoee of enhancing and
exclueive easemente and righte of uee ee to eny of the roadvaye or
protecting the velue and attractiveneas of Autumn Creet - Phaee IV,
etreete, and eommon nrene, ae may be depicted on the plate of
ae well ee all prior phases of Autumn Creat, and to facilitate
Autumn Creet - Phaee IV and nll prior phaeea of Autumn Creat.
managemen . t and control of the common areae located in all of the
5. From the effective dete heteof, Autumn Crest, Autumn developmenta. All of the limitatione, covennnte, conditions,
~ J Crest - Phnae IV and all prior pheeee ehnll be eoneidered ee one
reetrictions, and easemente aet forth in the Declaration ehall
development of property in nll xeapeote ne to npplicntion of the
constitute limitatione, covenante, conditione, restrictiona and
Declarntion.
• encumbrancea which ehall run aith Autumn Creet - Phnee IV and ehnll
The undereigned hae exeeuted thie Dealarntion of Annexatfon ae be perpetuelly binding upon Grantor and ite reepective succeeaors-
of June /.Q//), 1995.
in-intereet and neeigne, and all pertiea heving or acquiring any
LANDRBTB CONSTAOCTION, INC. ^ right, title, or interest in or to nny 1 art of Autumn Crest - Phase
gy s -L~~~G~~'""'~✓it.ul. I ~1 . IV.
T. SCOT'T LRNDRETH, President Z, Grentor hereby grente to al Owners of lote in Autumn
' Crest - Phase IV ell righte and easen !nte which were granted to
BYt , ~~J~"~• Ownere of Lote in Autumn Creet and pzi,r phaaee, which righte and
N CY~s~ns~ Vice Pres dent
~ . ensemente are reeerved to Grantor !n t,e Declnretion for the
~ . ~ ~4.~✓ 3 2
~ ,6 .
. t ' . • •5' • . , . . . . • ' • ' 'i;. ' ' , ! , ' • , . . , . . • ' . , • , . • .
' . , • . ' . . , • . . . .
• , ' • ' S . • , , • , • • ' '
17 3 7 PbcE 116' 7 , ,
YOL 17 ~ ~7 F~tiGE.l1~
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'fract 199 0! VERA as per plat thereot recorded in Eook "0" o( plats,
Page 30, in tha 9pokane County Auditor'e Oitica; '
EXCEPT the North 313.00 teee of the Went 145.00 feet of said Tract 199;
That poction of Tract 205 of VERA, as pec plat theceoE
ALSO EXCEPTIN4 that portion of •tid Tract 199 described as Iolloas: ~ cecocded !n Volume •0" of Plats, Page 30, in the
Noctheast Quarter of Section 26, Toxnshlp 25 North,
BBGINNINC at the Northeaet eorner' of said Tract 199; thenae SoutF Aange 44 E.W.M. desccibed as follows:
89'42157" West aloqq the North line of said Tract 149, e dieLance of
125.00 feet; thenCe South 00'02133" Eaet, a dl.ttance of 26.28 teet, BECINNINC at the Noctheast corner of aeld Tract 205;
thence North 99'46'27' Eaeti, a distance of 125.00 feet to the EaoC 1lne thence South 00000100" East along the East line of
of said Traet 199; thenee tiorth 00'02133" West, along eaSd EasE lxne eaid Tcact 205, 667.07 feet to the Southeast cocnec
a distance o! 16.40 teee to the Poine of eeqinning; of said Tract 205; thence 5outh 8T 49'58" West, along
Situata in the County of Spokane, Stete of Waahington. the South*llne of said Tract 205, 286.00 feet; thence
Nocth 00 10 02 West, 180.00 Eeet; thence South
89'49158" west, 51.49 Eeett thence North 00'00'00'
. East, 486,12 ieet to the North line of said Tract
205; thence North 89946128" Eest, along satd North
Llne, 138.00 feet, to the point of beginning;
Situete ln the County of Spokane, State of Washington.
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~ovlded. Wlthout c
' atch le D ~ 10 eho`" a{! matte~s .
S8d
Iniormation• It is no ~ Y~~1cIrufin9, aut no,nts, a .
f0l8tdd1 G tih* a~B, ~5 M t~1S, ~ 0l" nof ~ a~ i•. ~ f.
I to, erra. dimt underie$ .lt Is no1 ~h;ch it
laetion °1th° c Co~,~►~mitment a W g ~ uA,g1U''(Y 1^r an
t mod'+tY• aOY eseum ehouMd be 1, . ;
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to ih ai hor
to an rau►~e urwY
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,.o ~ ' SUBJECT PROPERjY
17
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10
70
11-10
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~ INLAND PACIFIC ENGINEERING, INC.
o~a~~a~ To ~oww.
August 22, 1995
Bill Hemmings, P.E. _
Spokane County Engineers Office
W. 1026 Broadway Ave.
Spokane, WA 99260
RE: Autumn Crest Fourth Addition
I.P.E. Project No. 94308
Bill: -
Enclosed please find "R"-value test information for the above referenced project. Based on a
WSDOT "R"-value of 64 and a traffic index of 5, a pavement section of 2" AC on 6" CRST
(the County minimum section) is adequate, according to the attached WSDOT Flexible
Pavement Design Chart. We wish to change the approved road section, based on this
additional soils testing, to be revised appropriately. Please process the enclosed information
and call if you have any questions or require additional information.
Sincerely,
INLAND PACIFIC ENGINEERING COMPANY
8~ ~s
~
Steven P. Soltys, P.E. 0K ~aWT P V iq~,s
_ SPS/wp
, Enc. r~
-
AUC 2 2 1995
707 West 7th . Suite 200 • j -ap.i vf.e(5~r I
Spokane, Washington 99204 , ~y"~'~~•~.~'
509-458-6840
• FAX:509-458-6844
~ 'M w--Y-"8911944 HGI-SPOKANE 444 ~C PO1
HCI Howard Consultants, Inc.
Consu3cing Geotechnical Enginerrs bT Geotogiscs
(V 2128 Pints Rosd, >u►tt SN, Spoksnc, WA 951200 g09-891-3904 Fax 504-891-2012
August 21, 1995
Project No. S4371-0110
Mr. Steve Soltys
Inland Paciflc Enginecring Company
W. 707 7th StroCt, Suite 200
Spokane, Washington 99244
RE: LETTER
Subgrade "R"-Value; Retest
Autumn Cresc 4th Atfdi[iun
Sgokane County, Washington
Dcar Steve:
Per your verbal requast, we have ptrformed an "R"-value test of the subgradc soils
at tht Aututriti Cre.gt 4th Addition Subdivision. Attached is a copy of the lab furnl grapliical
plot. t)uc testing was petformed in accordance with AASHTO T-190 guidelines.
The sample was obtained a~the interseciion of St. Charles ~toad and 2ihh Avenue
from the surface to a deFih of 8 inches. The resulting R-value was determintxl tu te 66. This
value carnlates tg a WSDOT "R"-value of 64. This dalue shows an improvement over ihe
subgtacle reaction "R"- value of 55 (corresponding WSDOT "R"- value of 53) as determined in
a November, 1994 test at the same location.
If you have any questians regarding this letter, piease call.
Sincerely,
H4WARD CONSUi.'CANTS, INC.
~
~
'1'imothy FI. Roberts, P.G.
Engineerirtg Geologist
?HR:kh
STA8ILOMETER R VALUE
0 10 20 30 40 50 60 70 80 90
3.0
2.9 -
2.8 p _ • -fi-
2'T 0.35' ACP ~ 0.45' AC8 =--i-
2.6
2.4
~ _•p ~ , \ _ 0.35, ACP 0.35' ACB
z. 3
2.2 ,
2.1 T - - ~ - - . 0.35 ACP _
~F _ _ . . . _ • , ~ - - 0-25' ACP + 0.35' ACB - .
2.0 - - - - . ` •F. - .I• . - iv _-~r r4- 0.30' ACP -
1.9 0 ~ 0.25'ACP
1.8 • • I~•~ 'f - • - - - -
'.7 ; . ~ ' \ 1t - . - . .-t"- - _ _ ._j;= 0.20' ACP
A
1.6 0.15' ACP ;
W •5 ~ - So
i _
1.4
0
3:
W 1.2 - - - ~ L-. - -
° 1.1
i 1.0 ~ ~0 - Z 1- ' • ;
~'a 0.9
~ 0.8
0.7
W 0.6 _
> 0.5 F~C ~ ~ . ~ . ~ ~ • • . i .
a
•
5 0.4
• W 0.3
0.2
~
TT.
0.1 _ : - : - _ - _2=.: - _ - - rt-~'_.~.-_~
0.0
'i-T -B -C
0 0.5 I.0 1.5 2.0 2.5 3.0
- MOOIFIED SURFACING OEPTH (FEET)
EXAMPLE:
Given an R votue of 25 ond a troffic Index of G.O.
cover thfckness requlrements can be determtned as follows:
An equivalent qravel depth of 1.65' (round to 1.7) at polnt A.
A mod(fled surfacfnq depth of 1.05 feet at polnt B for o pavement
of 0.35 foot ACP + 0.35 foot ACB.
A modifled surfacln9 depth of 1.41 foot (round to 1.45) for
povement of 0.35 foot ACP.
I • . CIGG•~.} , GO<<<t~v~ ~
STRUCTURAL DESIGN CNART FOR FLEXlBLE PAVEMENTS ~
Fiburc 520-1 a .
I)esipn M:inual
ALrx-22-1995 08:52 ~t"LAND PACIFIC ENG P.01
INLAND PACIFIC ENGINEERING, 1NC.
Otlct~vk~ ~ht,~rr,
August 22, 1995
Bill Heaunings, P.E.
Spokane County Engineers OfFice
W. 1026 Broadway Ave.
Spokane, WA 99260
RE: Antumn Crest Fourth Addition
LP.E. Prnject No. 94308
Bill:
Fnclosed please fmd "R"-value test information for the above referenced projeet. Based on a
WSDOT "R"-value of 64 and a traffic index of 5, a pavement section of 2" AC on d" CRST
(the County minimum sectioa) is adequate, accorciing to the attached WSDOT Flexible
Pavement Design Chart. We wish to chaage the approved road section, based on this
additional soils testing, to be revised appropriately. Please process the enclosed information
and caIl if you have any questions or require additional information,
,
Sincerely,
INLAND PACIF'IC ENGINEERIlNG COMPANY
Steven P. Soltys, P.E. SPS/wp
Enc.
707 weat 7th . Suite 200
SpohanQ, Washington 99201
509-458•6840
• FAx: 509-458-6844
AUG-22-1995 06:52 I,~AND PACIFIC ENG P.02
c ~ ~ i~\ • -
,
~~I Howard Consultants, Inca
Conwlcing Geotechnical Enginerrs di Gevlogtscs
N?128 ftflts 1lwdv iuae SN, Spoksne. WA 951200 IU9$91-19N Fax S04•893 •2012
!►ugust 21, 1995
ProJect No. S4371 -01 10
Mra Steve Soitys
Inlertd Paeific ftginaering CQmPanY
W. 747 Ttls SU+oCt, Suite 200
Spobm, WashlngtvA 99Z04
RE: LE1'7'ER
Subgtade "R'-Value; Rttea
Autumn Cresc 4th Acfdition
SFokane County, Washingtan
Dtar Stcve:
Per your verbal requm, vve have perfarmed an •R"-va1ue test of the su6grade soits
$t thC AUturi3n Crat 4tt Addition Subdivision. AMchod ia a copy cf the lab Cvrai graphical
plot. Oui ttsting was xrformed ina000rdaaa with AASH1'O T-190 guidelines.
The sanaple was obtained at the iatersection of Sc. Charles Road and 20th Avcnue
from the surfa= to a depth of S inches. The resulting -R•-vatue was determinW tu te GG. 'thi:
Yaltm corrclsits t0 a WSDOT "R"-vaYue of 64. This value shows an improvement over ft
submft reaction "R"- value Of 55 (cortespottding WSDQT "R"- yaluE of 53) as determiAed in
a Novtmber, 1994 tcst at the same location.
if you have any quesiions r+egardiag this tetter, piease ca21.
Sincrrely,
KOwARD CONSULTAMO INC.
r
iP~
'!'imothy 11. Robctts, P.G.
Engineering Geologist
TNR:ich
AUG-22-1995 08:53 AND PACIFIC ENG Pe03
STA81LObtETER R YAItlE
O 10 20 30 40 50 60 70 80 90
3.0 .
•o - .
2.8
2.9 ~ E0-35' .
2.7 ~ 0.45' ACB . 2.6 . .
2.5
2•4
0.35 ACP + 0.35' AC8 ' . .
41
2.3
' "1'1= L ^ - -•T . .
' ~ 0.35' 4CP
?~2 1
Q.25' ACP • 0.35' ACe -
2.0 ~•.14 ~ •i ~ t. 0.30'oCP-~,,g IT. pr~_
< •a _
. < . . . _ ~ 0.25' ACP !.6 • . . ~ , , i , . . ; . . . . . _ _ : ! : + , , . .
0.20• pcp.:.
.
- 1.6 r ► - ' ~ - - - O.iS• ACP
W . s L~ ♦ ~ ~ _ _ _ _ .
I.S
~ ' 4 Z^ ~O , L4 . ^ • ~
x
I.- ~.3 , .
a 1.2
a 0.9 . ; . . .
u 0.8 '
; •
W 0.6 194~
>
4
~ 0.4
• W 0.3
0.2 :t:.. .
0. ~ - • - -l----;---
0.Q
- 8 - C
0 0.5 1.0 1.5 2.0 2.5 3.0
wOaFrED SURFACING OEPTH (FEET)
ExAMPLE:
Glven on R vdue of ZS ond v tratllc tnOex of 6.0.
cover thIckness reduirements can be determineC as lopo.vss
An aQulvalent Qraveida0th of 1.65' (round to LT) af point A.
A mo4lftaa surfoclnp deDth ot LOS leot ot polnt 8 for o oovament
Of 0.3S fOOt ACP + 0.35 fpOi ACB.
A moaifled surfactnq depth of L4I foot tround to 1.45> for
povement of 0.35 foot eCP.
STRUCTURIIL DES[GN CHART FOR FLEXlBLE PAVEMENTS ~
Fibure 520-la
. . I~~iul At:wua{
_ :~7~;~ - T.'~T•-' ~ ..~c.r-' _ , - - r•_ , r • ^ . Y : -:s,
46
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_ ' L y ' = G'_ ' rs 1 ,
=11 a ~ : ~~L~ ~D PACIFIC E ~ ~ GT ~ ~Y~~ ~ = ~~ERING COMP~~NY
~ • `~•..yc'.,~~it`. w~,,.'
.~707f W. 7th Avenue, Suite 200 Spokane, WA 9,9204 (509)458-6840 Fax: (509)458-6844
_ _ .
_ . . - - - - ~
_ ==O~k~~?~" .Ccx.»zH ~ ,
" -~~02 - ,i
DATE: ~2 ~Z•q`~
WA . Qa z(o o a~
A TTENTTON : IZel G}} ~ PROO
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Ta+a~t;~ _ .
Dres~c'LIT"iption -
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Bd,uel~ine Prints Copy of Letter M - ~
Contracf Docurnents M~
rk Authorization Report
M~
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UE.~ R_ N ~ ,`S,e .
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riformation M~ Review & Comrnents M~ Per Your Request
:~1-~ ` ~~'ritten Approval M ~ Signature & Return
ks
-
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Signed :
V- ~ . 5'fE:V~~.1 ~~.'l'~-tS e• ~ SPCKAiiL
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S P O K A N E O U N T Y
OFFICE OF THE COUNTY ENGWEfiR • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
REVIEW COMMENTS
TO: Steve Soitys, P.E. - Inland Pacific Engineering, Inc.
FROM: Chris Reich - Engineering Development Services
SUBJECT: Autumn Crest 4th Addition
DATE: November 1, 1994
A review of the above referenced project has been accomplished. The list below is a
summary of the items that need to be addressed. Please refer to the enclosed check prints
for complete comments.
General
~I Plans need to be stamPed by professional en9ineer prior to final approval.
~
Developer's signature is needed for final approval.
Sheet 1 of 4
`3. Add the following note: "Any conflicting utilities shall be relocated prior to
/ construction of roads or drainage facilities."
v~. The bearing shown for 20th Avenue does not match the bearing shown on
sheet 2 nor the plat. Please revise and correct the deltas for C 10 and C 11.
Sheet 2 of 4
v5. Add the following note: "Any conflicting utilities shall be relocated prior *to
construction of roads or drainage facilities."
~ Coordinate the street bearing for 20th Avenue to match the plat. Revise the
deltas for C 12 and C 13 due to inconsistent bearings.
~ V~ The radius for C 14 should be 30' at the face of the curb and 25' at the R/V1/.
~ Provide the station for the right curb return at the intersection details.
. The difference in grades for 19th Avenue exceed 1%, therefore a vertical curve
should be provided. Please revise the grade difference or provide VC.
0. The elevation at Sta 3+ 87.74, RT for 19th should be 54.57 to coordinate with
the cul-de-sac profile.
Label the cul-de-sac stations on the road profiles.
W. 1026 Broadway Ave. Spokane, Wn 99260-0170 (509) 456-3600 FAX (509) 456-4715
~ T~, . ~
Sheet 3 of 4
. Revise the taper to 120' to meet the recommendation of AASHTO.
Add a note to nose down the curb within 12" at the end of the project.
Provide a 4" white painted fogline, 12" from the edge of pavement.
5. Add a note to have curb grades verified by licensed surveyor prior
to pouring concrete.
Sheet 4 of 4
~r
6. Per Jim Radke's comments, please provide an R-value test for each soil
a, ~g / group within the plat. Provide calculations verifying the section indicated.
Vf 7. The back of swale should be 0.2' - 0.3' higher than the normal gutter line.
` /Please revise the back dimension to reflect this requirement.
Revise the cross-section for sidewalk to indicate a Type 2 curb inlet, instead
of the concrete apron.
~'9. Please label the ponds as L through S to correspond to the drainage basins and
the drainage report.
20. Provide the offsets for each drywell on the pond details.
Drainaae Renort
21. The runoff coefficient for Basin R (und) should be 0.25 for meadows and
pastureland. Please revise calculations based upon this value. The effect of this
revision should not change your pond size or drywell.
22. The calculations for Basin M do not take into consideration the entire basin.
Please revise these calculations. I have enclosed a copy of the calc's that
I did. A Type B drywell will need to be used or else the pond will have to be
increased significantly.
23. The drainage easements need to be shown on the plat.
Lot plans are required for each Iot with a swale before final approval can be given. Please
include these plans with your next submittal. The drainage language that needs to be included
on the plat dedication is also attached.
Please return the items marked "Original" with your next submittal. If you have any questions
feel free to call.
ia. + •y
7
~
• t
E,
S P O K A N E U 1-4 T Y
O
PLANNING DEPARTMENT WALLIS D. HUBBARD, DIRECTOR
RECE9VEp
. . OCT 25 )994
MEM4RANDUM Gounty Engineerin2 ,
~
TO: Division of Engineering and Roads
Division of Utilities
Division of Buildings
Spokane County Health District
Fire Protection District No. 1 -
Vera Water and Power
FROM: John Todd, Planner II
DATE: October 25, 1994
SUBJECT: Review of Final Plat PE-1570-89 Ai;f1'UMN CREST 4TH ADDITION
Enclosed find copies of the above referenced final plat. Please review and forward any
cogunents by November 7,1994. If you have any questions you may contact John Todd
at 456-2205.
Thank you.
sam ~
Enclosure
c: Landreth Construction, 708 North Argonne, Suite 113, Spokane, WA 99212
WEST 1026 BROADWAY AVENUE • SPOKANE, WASHINGTON 99260-0240 •(509) 456-2205
, - 7
" ~ - -
INLAND PACIFIC ENGINEERING, INC.
October 7, 1994
Bill Hemmings, P.E.
Spokane County Engineers Office
W. 1026 Broadway Ave.
Spokane, W A 99260
RE: Autumn Crest 4th Addition
Dear Bill:
Enclosed please find two sets of road plans, a copy of the storm drainage a'x alysis, and the
sight distance analysis for the above referenced plat. Also included are an informational
copies of the sewer and water plans. Please forward the project information to Jim Radkey
so that he can make a determination as to whether we need soil testing performed. If you
have any questions, please feel free to contact us.
Sincerely,
INLAND PACIFIC ENGINEERING COMPANY R F r... IF I; ~~f E D ~
OC'T 1 1 1994 .
Steven P. Soltys, P.E. ; SPOKAiIE_CUW3 i:LNGIhLER
SPS/wp
Enc.
707 West 7th • Suite 200
Spokane, Washington 99204
509-458-6840
FAX: 509-458-6844
BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT; P1570C TIME OF CONCENTRATION (minutes)
DETENTION BASIN DESIGN BASIN: L
REVIEWER; REICH Tc (overland) Tc (gutter) Areas "C A'C
NUMBER OF DRYWELLS PROPOSED DATE: 01-Nov-94
1 Single (type A 0 Double (type B) C1= 0.15 L2 = 170 0.49 0.40 0,196
Total Area (calc.) (see H1) 0.49 21 = 48 0.07 0.90 0.063
Time of Conc. (calc.) (sse 1-11) 7.46 L1(A) = 100 ZZ ■ 0.16 0.00 0.00 0
Composite'C' (calc.) (see H1) 0.40 N(A) = 0.4 B= 0 0.00 0.00 0
Time of Conc. (min) 7.46 S(A) = 0.01 n= 0.016 0.40 0.00 0
Area (Acras) 0,49 s= 0.008 0.00 0.00 0
C Facior 0.40 Tc (A) = 5.46 d= 0,144 0.00 0.00 0
Impervious Area (sq. fl.) 4120 Total A Comp'C"
Volume Provided 208; 183 slortn: 366 L1(B) = 0 Tc (gu) = 2.00 0.56 0.46
Outtlow (c(s) 0.3 N(B) = 0 Tc(A+B) = 5.46
Area' C Factor 0.20 S(B) = 0 Q=C'I'A= 0.70
Tc(tot.)= 7,46 Q(est.)= 0,71
#1 #2 #3 #4 #S 96 #7 Tc (B) = 0.0 Iniensity = 2.72
Time Time Inlensfty Q dev. V in V out Storage A= 0.499323
Inc. Inc. WP = 7.0593
(min.) (sec.) (nJhr.) (cfs) (cu. fl,) (cu. ft.) (cu. ft,) R = 0.0701
(#1'60) (A'C'#3) (Oulf.'#2) (#5-#6) V= 1.42
- __:.-W-=---------=-=----- Tc (totaD = Tc (overland) + Tc (gufter) TC(gU) = 2,00
7,46 447,46 2.72 0.53 319 134.24 185 Tc (overland) = CI'(L1'WS"0.5)"0.6) Q(est) = 0.71
Cl = 0.15
5 300 3.18 0.62 251 90 161 L1= Lenglh of Overland Fbw Holding = 6.06
10 600 2.24 0,44 330 180 150 N= friction factor of ovedand Ilow (.4 fa average grass cover)
15 900 1.77 0.35 365 270 95 S= averege slope of overland Oow
20 1200 1,45 0.28 384 360 24 Tc (gutter) = Length (fl.)Nelociry (ftJsec.)160
25 1500 1.21 0,24 392 450 -58 B m Bottom widlh of gurier or ditch
30 1800 1.04 0.20 398 540 •142 Z1= inverse of cross slope one of ditch
35 2100 0.91 0,18 402 630 -228 Z2 = inverse of cross slope two of ditch
40 2400 0.82 0.16 410 720 •310 d= depth of Aow In gutter (estimate, check eslimate Nrith Flow)
45 2700 0,74 0.15 414 810 -396 Area = d'B+d"2!2'(Z1+Z2)
50 3000 0.68 0.13 420 900 -480 Wetted perimeter= B'd+(11sin(atn(121))+ 11sin(atn(122)))
55 3300 0.64 0.13 433 990 •557 Hydraulic Radius = R= ArealWeried Perimeter
60 3600 0.61 0,12 449 1080 -631 Velocilyr=1.4861n'R".681's".5
65 3900 0.60 0.12 477 1170 -693 Flow = Velaity'Area
70 4200 0.58 0.11 495 1260 -765 n= 0.016 for asphafl
75 4500 0,56 0.11 511 1350 -839 s= longitudinal slope of gutler
80 4840 0.53 0.10 514 1440 •926
85 5100 0.52 0,10 535 1530 •995
90 5400 0.54 0.10 544 1620 -1076
95 5700 0.49 0,10 562 1710 •1148
100 6000 0.48 0.09 579 1800 -1221
DRAINAGE POND CALCULATIONS ~
Required grassy swale pond storage volume
= Impervious Area x.5 in112 inJft, = 172 cu. ft.
provided: 183 cu. ft. OKI
DRYWELL REQUIREMENTS -10 YEAR OESIGN STORM
Nknimum storage required by Bowstring = 185 cu. ft.
provided: 366 cu. ft. OKI
Number and type of Drywells Required = 1 Single 0 Doub}e
BOWSTRING METH00 (TEN YEAR STORM DESIGN) PROJECT; P1570C TIME OF CONCENTRATION (minutes)
DETENTION BASIN DESIGN BASIN: M
REVIEWER: REICH Tc (overlanc) Tc (gutter) Areas "C A'C
NUMBER OF DRYWEILS PROPOSED DATE; 01-Nov-94
0 Single (type A 1 Double (type B) C1= 0.15 L2 = 110 0.99 0.25 0.2475
Total Area (calc.) (see H1) 0,99 Z1 = 48 0.00 0.00 0
Time of Conc. (calc.) (see H1) 9,32 L1(A) = 160 7.2 = 0.16 0.00 0.40 0
Composife "C' (calc.) (see H1) 0,25 N(A) = 0.4 B= 0 0.00 0.40 0
Time oi Conc. (min) 9.32 S(A) = 0.01 n= 0,016 0.00 0.00 0
Area (Acres) 0.99 s= 0.008 0.00 0.00 0
C Factor 0.25 Tc (A) = 7.24 d= 0.135 0.00 0.40 0
Impervious Area (sq, fl.) 4120 NOTE: Only ACP form 201h Total A Comp "C"
Volume Provided 208: 116 storm; 352 L1(B) = 0 Tc (gu) = 2.08 0.99 0.25
Outllow (cfs) 1 N(8) = 0 Tc(A+B) = 7.24
Area'C"Factor 0.25 S(B) = 0 fKC'I'A= 0.59
---------------=~z~~---== = a
c(tot, 9.32 Q(est.) 0.60
#1 #2 #3 04 AS #6 #7 Tc (B) = 0.0 Intensity = 2.37
Time Time Intensity Q dev. V in V oul Storage A= 0.438858
Inc. Inc. WP ~ 6.6181
(min.) (sec.) (inJhr.) (cfs) (cu, fl.) (cu. fl.) (cu. ft.) R ■ O.OfiB;i
(#1'60) (A'C'#3) (Ouft.-#2) (p5-#6) V= 1,36
= Tc (iotaD = Tc (overland) + Tc (gufter) Tc(gu) = 2.08
9,32 559.49 ~ 2.37 0,59 439 559.49 -120 Tc (ovedand) = Cl'(L1'N/S"0.5)"0.6) Q(est) = 0.60
Ct = 0.15
5 300 3.18 0.19 316 300 16 L1= Length af Overland Flow Nolding = 6.06
10 600 2.24 0.55 438 600 •162 N= friction factor ot overland Oow (.4 for average grass cover)
15 900 1.77 0.44 478 900 422 S= averege slope of overland Ilow
10 1200 1.45 0.36 489 1200 -701 Tc (gurier) = Lengih (N.)Nelacity (ftJsec.)!60
25 1500 1.21 0.30 506 1500 •994 B= Bottom width of gutter or ditch
30 1800 1.04 0.26 512 1800 •1288 Z1= inverse of cross slope one of ditch
35 2100 0.91 0.23 516 2100 -1584 Z2 = inverse of cross slope hvo of ditch
40 2400 0.82 0.10 526 2400 •1874 d= depih of Oow in gutter (estimate, check estimate with Flow)
45 2700 0.74 0.18 529 2700 -2171 Area = d'B+d"212'(Z1+Z2)
50 3000 0.68 0.17 537 3000 •2463 Wefled perimeter = B'd+(11sin(atn(121))+1/sin(atn(11Z2)))
55 3300 0.64 0.16 553 3300 •2141 Hydraulic Radius = R= AreaMfetted Perimeler
60 3600 0.61 0.15 572 3600 -3028 Velocity =1.4861n'R".667's".5
65 3900 0.60 0.15 607 3900 -3293 Flow = Velocity'Area
70 4200 0.58 0.14 630 4200 -3570 n z 0.016 for asphaft
75 4500 0.56 0.14 650 4500 -3850 s= longitudinal slope of gutter
80 4800 0.53 0.13 655 4800 4145
85 5100 0.52 0.13 681 5100 -4419
90 5400 0.50 0.12 692 5400 -4708
95 5700 0.49 0.12 714 5100 4986
100 6000 0.48 0.12 735 6000 -5265
DRAINAGE POND CALCULATIONS
Required grassy swale pond storage volume
= Impervious Araa x.5 inJ 12 inlfl. a 172 cu. ft.
provided: 116 cu. ft. OK!
ORYWELL REQUIREMENTS -10 YEAR DESIGN STORM
Maximum storage required by Bowsiring = 16 cu. R.
provided; 352 cu. ft, OK!
Number and type of Orywells Required a 0 Single 1 Double
BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: P1570C TIME OF CONCENTRATION (minutes)
DETENTION BASIN DESIGN BASIN: N
REVIEWER: REICH Tc (overlanc) Tc (gutter) Areas 'C A'C
NUMBER OF DRYWELLS PROPOSED DATE: 01-Nov-94
1 Single (type A 0 Double (lype B) Ct = 0,15 L2 = 280 0,85 0.35 0.1975
Total Area (celc.) (see H1) 0.85 Z1 = 48 0,00 0.00 0
Time of Conc, (calc.) (see H1) 8,04 Lt(A) = 100 Z2 = 0.16 0.00 0.00 0
Composite "C" (calc.) (see H1) 0.35 N(A) = 0.4 B= 0 0.00 0,00 0
Time of Canc. (min) 8.04 S(A) = 0.01 n= 0.016 0.00 0.00 0
Area (Acres) 0.85 s= 0.4142 0,00 0.00 0
C' Factor 0.35 Tc (A) = 5,46 d= 0.135 0,00 0.00 0
Impenious Area (sq. fl.) 9810 Total A Comp "C"
Volume Provided 208: 411 stortn: 822 L1(B) E 0 Tc (gu) = 2.58 0.85 0.35
Outilow (cis) 0.3 N(B) c 0 Tc(A+B) = 5.46
Area • C" Factot 0.30 S(B) = 0 Q=C9'A= 0,78
------w~~----=====-==== Tc(tot.)= 8.04 Q(est.)= 0.79
#1 #2 #3 #4 t5 96 #7 Tc (B) = 0.0 Intensity = 2.61
Time Time Intensity Q dev. V in V out Sioraga A= 0,438858
Inc. Inc. WP = 6.6181
(min.) (sec.) (inJhr.) (cts) (cu. ft.) (cu. ft,) (cu. ft.) R = 0.0663
(#1 "60) (A'C'#3) (OuN.'#2) (#546) V = 1.81 ~
ee==°------_ ====acn- m_- ------====~c~ =~-=========-----====a~cacsmmess Te (totaD ~ Te (overland) +Tc (gurier) TC(BU) m 2.58
~
8.04 482.27 2.61 0.78 502 144.68 357 Tc (overland) s Ct'(L1'N!S"0.5)^0.6) Q(est) ~ 0.79
Cl = 0.15 5 300 3.18 0.95 380 90 290 L1= Length of Overland Flow Holding = 9,98
10 600 2.24 0.67 509 180 319 N= trictlon factor of overland flow (.4 for everage grass cflver)
15 900 1.77 0.53 SSO 270 290 S= average slope of overiand 8ow
20 1100 1.45 0.43 588 360 228 Tc (gutter) = Length (ft.)Nelocity (ftlsec.)/60
25 1500 1.21 0.36 599 450 149 B= Bottom width of gutler or ditch
30 1800 1.04 0.31 608 540 68 Z1= inverse oi cross slope one of ditch
35 2100 0.91 0.27 613 630 -17 Z2 c inverse of cross slope fwo of ditch
44 2400 0.82 0.24 625 120 -95 d= depth of ilaw in gulier (eslimate, check estimate with flow)
45 2700 0.74 0.22 631 810 •179 Afea = d'B+d"212'(Z1+Z2)
50 3080 0.68 0.20 640 900 •260 Wetted perimeter ■ B'd+(1lsin(atn(121))+11sin(aln(1l12)))
55 3300 0.64 0.19 660 990 -330 Hydraulic Radius ~ R= AreaMletted Perimeter
60 3600 0.61 0.18 683 1080 -397 Velceity =1.486/n'R".667's".5
65 3900 0.60 0.18 725 1170 -445 Flow=Velocity'Area
70 4200 0.58 0.17 753 1260 -507 n= 0.016 fot asphafl
75 4500 0.56 0.17 777 1350 -513 sm longitudinal slope ai gutler
80 4800 0.53 0.16 783 1440 -657
85 5100 0.52 0.15 814 1530 -716
90 5400 0.50 0.15 828 1620 •792
95 5700 0.49 0.15 855 1710 -855
100 6000 0.48 0.14 880 1800 -920
DRAINAGE POND CALCUlATIONS ~
Required grassy swale pond storage volume
= Impervious Area x.5 inJ 11 inlfl, ~ 409 cu. fl.
provided: 411 cu. fl. OK!
DRYWELL REQUIREMENTS -10 YEAR DESIGN STORM
Maximum staage tequired by Bowsiring S 357 ar. ft.
provided: 822 cu. fl. OKl
Number and type of Diywrells Required = 1 Single 0 Double
1~
BOWSTRING METHOD (TEN YEAR STORM DESIGW) PROJECT: P1570C TU41E OF CONCENTRATION (minutes)
DETENTION BASIN DESIGN BASIN: 0
REVIEWER: REICH Tc (overland) Tc (gutter) Areas 'C A'C
NUMBER OF DRYWELLS PROPOSED DATE: 01-Nov-94
0 Single (rype A 1 Double (ype B) CI ~ 0.15 L2 = 280 1.14 0,30 0.342
Total Area (calc,) (see H1) 1.14 Z1 = 48 0.00 0.00 0
Time of Conc, (calc.) (see H1) 9.85 Li(A) = 160 7.2 = 0.18 0.00 0.00 0
Composite'C (calc,) (see H1) 0.30 N(A) = 0.4 B= 0 0.00 0.00 0
Time of Conc. (min) 9.85 S(A) = 0.01 n= 0.016 0.00 0.00 0
Area (Acres) 1,14 s = 0.0138 0.00 0,00 0
C Fador 0.30 Tc (A) = 7.24 d= 0,135 0,00 0.00 0
Impervious Area (sq, ft.) 9440 Total A Comp'C
Volume Provided 208: 397 storm: 794 L1(B) = 0 Tc (gu) ~ 2.61 1,14 0.30
Oumow (cts) 1 N(B) = 0 Tc(A+B) = 7.24
Area' C Factor 0.34 S(8) u 0 Q=C'I'A= 0.78
============~~r: Tc(tot.)= 9.85 a(esl.)= 0.78
#1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensity = 2.27
Time Time Intensity Q dev. V in V out Storage A= 0.438858
Inc. Inc. WP = 6.6181
(min.) (sec.) (n1hr.) (cis) (cu. fl.) (cu, ft,) (cu. ft.) R z 0.0663
1'60) (A'C'#3) (Outf.'#2) (#5-#6) V = 1.19 ~
:~_a~:=========~;,~~~======w=~=~. Tc (tataR = Tc (overland) + Tc (gulter) Tc(gu) = 2.61 J
9,85 591,15 2.27 0.78 614 591.25 23 Tc (overland) = CI•(L1'NIS"0.5)^0.6) Q(esQ = 0,78
C1= 0.15
S 300 3.18 1.09 437 300 131 L1= Length oi Overland Flow Holding = 9.98
10 600 2.24 0J7 614 600 14 N= friction factor oi overtand (low (.4 for everage grass oover)
15 900 1.77 0.61 666 900 -234 S= average slope of overland (low
20 1200 1.45 0.50 695 1200 •505 Tc (gutler) = Length (fl.)Nelocity (ftlsec.)!60
25 1500 1.21 0.41 704 1500 •796 B= Botlom width of gurier or ditch
30 1800 1.04 0.36 112 1800 -1088 Z1= inverse of cross slope one of ditch
35 2100 0.91 0.31 116 2100 •1384 Z2 = inverse of cross slope Mro of ditch
40 2400 0.82 028 729 2400 -1671 d= depth of Ilow in gutter (estimate, check estimate with Flow)
45 2700 0.74 0.25 734 2700 -1966 Area = d'B+d"112'(L1+Z2)
5a 3000 0.68 0.23 744 3000 -2256 Wetted perirrteter = B'd+(11sin(atn(121))+11sin(atn(tlZ2)))
55 3300 0.64 0.22 166 3300 -2534 Hydraulic Radius = R= ArealWefled Perimeter
60 3600 0.61 0.21 793 3600 -2807 Velocily =1.486ln'R",667's".5
65 3900 0,60 0.21 842 3900 •3058 Flow a Velociry'Area
70 4200 0.58 0.20 873 4200 -3327 n= 0.016 tor asphalt
15 4500 0.56 0.19 900 4500 •3600 s= longitudinal slope of gutler
80 4800 0.53 0.18 906 4800 -3894
85 5100 0.52 0.18 943 5100 4157
90 5400 0.54 0.17 958 5400 4442
95 5700 0.49 0.17 989 5700 4711
100 6000 0.48 0,16 1018 6000 4982
CL~~~~~~~~~ C~~~~~M~L3 L~mTTCIIM~ L•C~~7~C: C~ ~M~..~~~~~ ~~Y.C~~~~..
~
DRAINAGE POND CALCULATIONS i~
Required grassy swale pond storage volume
= Impervlous Area x.S in112 inJft. m 393 cu. R.
provided: 397 cu. R. OK!
DRYWELL REQUIREMENTS -10 YEAR DESIGN STORM
NFaAmum storage required by Bowslring a 137 cu. ft.
proviaed: 794 cu, fl. OKI
Number and lype of Dryvvelts Required m 0 Single 1 Double
BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: P1570C TIME OF CONCENTRATION (minutes)
DETENTION BASIN OESIGN BASIN: P
REVIEWER: REICH Tc (overland) Tc (gutter) Areas "C A•C
NUMBER OF DRYWELLS PROPOSED DATE: 01-Nov-94
0 Single (type A 1 Double (type B) q= 0.15 L2 ~ 175 0.88 0.40 0.352
Total Area (calc.) (see H1) 0.88 Z1 = 48 0,00 0,00 0
Time of Conc. (caic,) (see H1) 7.13 L1(A) = 90 7-2 = 0.16 0,00 0.00 0
Composite "C (calc.) (see 1-11) 0,40 N(A) = 0.4 B= 0 0.00 0,00 0
Time of Conc. (min) 7.13 S(A) = 0.01 n a 0.016 0.00 0,00 0
Area (Acres) 0.88 s= 0.0069 0.00 0,00 0
C Factor 0.40 Tc (A) = 5.13 d= 0.167 0.00 0,00 0
Impervious Area (sq. fl.) 9100 Tolal A Comp "C
Volume Provided 208: 380 stortn; 760 L1(B) = 0 Tc (gu) ~ 2.00 0.88 0,40
Oumow (cfs) 1 N(8) = 0 TC(A+8) a 5.13
Area • C" Fada 0.35 S(B) = 0 Q=C'I'Ad 0.98
--Zzs=--- Tc(tat.)= 7.13
Q(est.) = 0.98
#1 A2 #3 #4 #5 #6 p7 Tc (B) = 0.0 Intensity = 2.78
Time Time Intensiiy Q dev. V in V oul Storage A= 0.671567
Inc. Inc. WP = 8.1869
(min.) (sec.) (in1hr.) (cis) (cu. 8.) (cu. fl.) (cu. 8.) R= 0.0620
(#1'60) (A'CYt3) (Outi.'#2) (#546) V= 1,46
-----Tc{totaq=Tc(overland)+Tc(gutter) Tc(gu)= 2.00
7.13 421.88 2.78 0.98 561 427.88 133 Tc (overland) = CI'(L1"N!S"0.5)"0.6) Q(est) = 0.98
Ct c 0.15 `
5 300 3.18 1.12 450 300 150 L1 = Lengih oi Overland Flaw Flolding = 6.23
10 600 2.24 0.79 588 600 -12 N= friction factor of overland Oow (.4 for average grass cover)
15 900 1.77 0.62 651 900 -249 S= average slope of overtand ilow
20 1200 1.45 0.51 687 1200 -513 Tc (guner) = Length (fl.)Nelocity (ftlsec.)!60
25 1500 1.21 0.43 TOt 1500 -799 8= Bottom w+dlh of gutter or dilch
30 1800 1.04 0.31 112 1800 -1088 Z1= inverss of cross slope one of ditch
35 2100 0.91 0.32 719 2100 •1381 Z2 = inverse of cross slope two of ditch
40 2400 0.82 0Z9 735 2400 •1665 d= depth ot ilow in gufter (eslimate, check estimate wNh Flow)
45 2700 0.74 0.26 141 2700 -1959 Area = d'B+d41!2'(Z1+Z2)
50 3400 0.68 0.14 753 3000 •2247 Wetled perimeter = B'd+(llsin(atn(1IZ1))+1lsin(atn(1R2)))
55 3300 0.64 0.23 716 3340 •2524 Hydraulic Radius = R= ArealWetted Perimeter
60 3600 0.61 0.21 804 3600 •2796 v9lOClty a 1.486l11'R".667*Sl.5
65 3900 0.60 0.21 854 3940 -3046 Flow = Velocity'Area
70 4200 0.58 0.20 887 4100 -3313 n= 0.016 for asphalt
75 4500 0.56 0.20 916 4500 -3584 s= longfludinal slope of guiler
80 4800 0.53 0.19 923 4800 -3871
85 5100 0.52 0.18 960 5100 4140
90 5400 0.50 0.18 916 5400 4424
95 5700 0.49 0.17 1008 5700 4692
100 6000 0.48 0.11 1038 6000 4961
~
ORlUNAGE POND CALCULATIONS
Required grassy swale pond storage volume
= Impervious Area x.5 in! 12 in1fl. = 379 cu. ft,
provided: 380 cu. ft. OK!
DRYWELL REQUIREMENTS -10 YEAR DESIGN STORM
Meximum storage required by Bowstring = 150 cu. ft.
provided: 760 cu. ft. OKl
Number and rype of Drywells Required = 0 Single 1 Double
BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: P1570C TIME OF CONCENTRATION (minutes)
DETENTION BASIN DESIGN BASIN: Q
REVIEVUER: REICH Tc (av8rland) Tc (gutler) Areas "C A'C
NUMBER OF ORYWELLS PROPOSED DATE: 01-Nov-94
1 Single (type A 0 Double (type B) Ct = 0.15 L2 = 250 1.29 0.25 0.3225
Total Area (calc.) (see H1) 1.29 Z1 ~ 48 0.00 0.00 0
Time of Conc. (calc,) (see H1) 8.70 L1(A) = 125 Z2 = 0.16 0.00 0.00 0
Composite'C (calc.) (see H1) 0.25 N(A) = 0.4 B= 0 0.00 0.00 0
Time of Conc. (min) 8.70 S(A) = 0.01 n= 0.016 0.00 0.00 0
Area (Acres) 1.29 s$ 0,0119 0.00 0.00 0
C Factor 0,25 Tc (A) = 6.24 d= 0.14 0.00 0.00 0
Impenrious Area (sq. fl.) 9893 Tolal A Comp'C
Volume Provided 208: 416 storm: 832 l1(8) = 0 Tc (gu) = 2.45 1.19 0.25
Outftow (cis) 0.3 N(B) = 0 Tc(A+B) = 624
Area' C Factor 0.32 S(8) = 0 Cr-C'I'A= 0.80
Tc(tat.) = 8.70 Q(esl.)= 0.80
#1 #1 #3 94 95 #6 #7 Tc (B) = 0.0 Intensity = 2.49
Time Time Intensiry Q dev. V in V out Storage A~ 0,471968
Inc. Inc. WP = 6.8632
(min,) (sec,) (inJhr.) (cis) (cu. h,) (cu. fl.) (cu. ft.) R a 0,0688
(#1'60) (A'C'#3) (Outf.'#2) (#S-W V= 1.70
Tc (totaQ = Tc (overlanc) + Tc (gutter) Tc(gu) = 2.45
8.70 521.79 2.49 6.80 560 156.54 404 Tc (overland) = Ct'(L1'WS"0.5)"0.6) Q(esl) = 0.80
Ct = 0.15
5 300 3.18 1.03 412 90 322 L1= Lenglh of Overland Flow Holding = 8.91
10 600 2.24 0.72 562 180 382 N= iriction factor of ovedand Oow (.4 fot avetage grass cover)
15 900 1.77 0.57 615 270 345 S = average slope of averland (low
20 1100 1.45 0.47 644 360 284 Tc (gutter) = Lenglh (fl.)Nelocify (flJsec.)160
25 1500 1.21 0.39 655 450 205 B a Botlom widlh of gutter or dHch
30 1800 1.04 0.34 663 540 123 Z1 = inverse of cross slope one of ditch
35 2100 0.91 0.29 668 630 38 Z2 = inverse of cross slope two of ditch
40 2400 0.82 0.26 682 720 •38 dm depth of tlow In gutler (estimate, check esiimate wilh Flow)
45 2700 0.14 0.24 687 810 -123 Area = d'B+d"2l2'(Z1+Z2)
50 3000 0.68 0.11 697 900 •203 Wefled perimeter = B'd+(llsin(atn(11Z1))+11sin(aln(122)))
55 3300 0.64 0.21 118 990 -272 Hydraulic Radius = R= ArealWetted Perimeter
60 36010 0.61 0.20 743 1080 -337 Velocity =1.486/n'R".667's^.5
65 3900 0.60 0.19 789 1170 •381 Flaw = Velocity'Area
70 4200 0.58 0,19 819 1260 441 n= 0.016 for asphafl
75 4540 0.56 0.18 845 1350 •SUS s= longitudinal slope of gulter
BU 4800 0.53 0,17 851 1440 •589
85 5100 0.52 0.11 885 1530 -645
90 5400 0.50 0.16 899 1620 •721
95 5100 0.49 0.16 929 1710 •781
100 6000 0.48 0.15 956 1800 -844
DRAINAGE POND CALCULATIONS i~
Required grassy swale pond storage volume
~ Impervious Area x.5 in112 inJft. = 412 cu. ft.
pravided: 416 cu. ft. OKI
ORYWELL REQUIREMENTS -10 YEAR DESIGN STORM
Maximum storage required by Bowstring = 404 cu. ft.
provided: 832 cu. ft. OKl
Number and lype of Drywells Required = 1 Single 0 Double
BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: P1570C TIME OF CONCENTRATION (minutes)
DETENTION BASIN DESIGN BASIN: R
REUIEWER: REICH Tc (overland) Tc (gutler) Areas C. A'C
NUMBER OF DRYWELLS PROPOSED DATE: 01-Nov-94
1 Single (type A 0 Double (lype B) q= 0.15 L2 = 150 1.32 0,25 0.33
Total Area (caic.) (see H1) 1.32 Z1 = 48 0.00 0,00 0
Time of Conc. (calc.) (see 1-11) 8.84 L1(A) ~ 125 Z2 = 0.16 0.00 0.00 0
Composite'C (calc.) (see H1) 0.25 N(A) ■ 0.4 8= 0 0.00 0,00 0
Time of Conc. (min) 8.84 S(A) = 0.41 n= 0.016 0.00 0,00 0
Area (Acres) 1.32 s= 0.0102 0,00 0.00 0
C Factor 0.15 Tc (A) z 6.24 d= 0.144 0,00 0.00 0
Impervious Area (sq. fl.) 10227 Tolal A Comp "C
Volume Provided 208; 434 storm: 868 L1(B) = 0 Tc (gu) ~ 2.60 1.32 0.25
OuHlow (cfs) 0.3 N(B) = 0 Tc(A+B) = 6.24
Area' C' Factar 0.33 S(B) = 0 Q=C*I'A= 0.81
e_nar_===--==acam~acas~e-=-=°----°°aecaaca:a---- =---°--xaa~ansc TC(t01.)= 8.84 Q(eSt.)° 0.80
#1 #2 93 94 85 #6 ri7 Tc (B) = 0.0 Intensity = 2.46
Time Time Intensity Q dev. V in V out Storege A= 0.499323
Inc. Inc. WP = 1.0593
(min.) (sec.) (inlhr.) (cfs) (cu. N.) (cu, ft,) (cu. ft.) R = 0.0707
1'60) (A'C'03) (Out(.'#2} (#5-u6) V= 1.60
~w-=======_==_~~-~~=== ==_=======L==~ = Tc (totaD = Tc (overland) + Tc (gutter) Tc(gu) ~ 2.60
t
8.84 530.62 2.46 0.81 577 159.19 417 Tc (overiand) = Ct'(L1 `rUS"fl.5)"0.6) Q(est) = 0.80
~
CI = 0.15 -
5 300 3.18 1.05 422 90 332 l1 z Length of Overland Flow Holding ~ 8.91
10 600 2.24 0.14 577 180 397 N= trictian factor of overland OaN (.4 for average grass cover)
15 900 1.77 0.58 631 270 361 S= average slope af overland ilow .
20 1200 1.45 0.48 661 360 301 Tc (gufler) a Lengih (R,)Nelocity (ftJsec.)!60
25 1500 1.21 0.40 671 450 221 B= Bonom width of gurier or ditch
30 1800 1.04 0.34 680 540 140 Z1= inverse of cross slope ane of ditch
35 2100 0.91 0.30 685 630 55 Z2 = inve►se of cross slope two of ditch
40 2400 0.82 0.27 698 720 •21 d= depth of flow in gutter (estimate, check estimate with Flow)
45 2700 0.74 0.24 703 810 -107 Area = d'B+d^212'(Zt+Z2)
SO 3004 0.68 0.22 714 900 •186 Weried perimeter = B'd+(11sin(atn(121))+1lsin(atn(122)))
55 3300 0.64 0.21 735 990 -255 Hydraulic Radius m R m AreaMfetted Perimeter
60 3600 0.61 0.20 761 1080 -319 Velocity =1.4861n'R",667's".5
65 3900 0.60 0.20 808 1110 -362 Flow = Velocity'Area
70 4200 0.58 0,19 838 1260 -422 n= 0.016 for asphall
75 4500 0.56 0,18 865 1350 -485 s= longitudinal slope of gutter
80 4800 0.53 0.11 871 1440 •569
85 5100 0.52 0,17 906 1530 -624
90 5400 0.50 0.17 921 1620 -699
95 5700 0.49 0.16 951 1710 •759
100 6000 0,48 0,16 979 1800 -821
r --_aee_ =°=---=a~~°=cna==== =c~ee°-----=---==--o~sxmmasreaeaez_
DRAINAGE POND CALCULATIONS
Required gressy swale pond storage volume ~
= Impenrious Area x.5 in112 in,lfl. m 426 cu. ft,
provided: 434 cu. ft. OKI
DRYWELL REQUIREMENTS -10 YEAR DESIGN STORM
Maximum storage required by Bowstring = 417 cu. fl.
provided: 868 cu. ft. OKl
Number and type of Orywells Required = 1 Single 0 Double
BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: P1P10C TIME OF CONCENTRATION (minules)
OETENTION BASIN DESIGN BASIN: RWNO~
REVIEWER: REICH Tc (overland) Tc (gutter) Areas C. A'C
NUMBER OF DRYWELLS PROPOSED DATE: 01-Nov-94
1 Single (type A 0 Double (lype B) qm 0.15 L2 = 140 0.99 0.25 0.2475
Total Area (calc.) (see H1) 0.99 21 ~ 48 0.00 0.00 0
Time of Conc. (calc.) (see H1) 14,41 L1(A) = 445 Z2 = 0.16 0.00 0.00 0
Composite "C (calc.) (see H1) 0,25 N(A) m 0,4 B= 0 0.00 0.00 0
Time of Conc. (min) 14,47 S(A) II 0.013 n= 0,016 0.00 0.00 0
Area (Acres) 0.99 s= 0.0056 0.00 0.00 0
C' Factor 0.25 Tc (A) = 12.36 d= 0.13 0.00 0.00 0
Impervious Area (sq. fl.) 0 Total A Comp'C
Volume Provided 208: 434 storm: 868 L1(6) = 0 Tc (gu) = 2.10 0.99 0.25
Out(low (cts) 0.3 N(B) • 0 Tc(A+B) = 12.36
Area' C Factor 0.25 S(B) = 0 Q=C'I'A= 0.45
TC(to1.)= 14.47 Q(est.) m 0.45
#1 p1 #3 #4 #5 #6 p7 Tc (B) ~ 0.0 Intensity = 1.82
Time Time Intensiiy Q dev. V in V oul Storage A= 0.406952
Inc. Inc. WP • 6.3730
(min.) (sec.) (inJhr.) (cfs) (cu. ft.) (cu. fl.) (cu. fl.) R n 0.0639
(#1'60) (A'C'q3) (Outf.'#2) (#5-#6) V= 1.11
Tc (totaD = Tc (overland) + Tc (gulter) Tc(gu) = 2.10 f 1
14.47 868.04 1.82 0.45 524 260.41 264 Tc (overtand) = CY(Lt`WS"0.5)"0.6} Q(est) = 0.45 ~ J
CI = 0.15
5 300 3.18 0.79 316 90 226 L1= Length of Overland Flow Holding = 4,99
10 600 2.24 0.55 446 180 266 N=(riction facfor oi overiand ilow (.4 tor average grasa covet)
15 900 1.11 0.44 524 270 254 S= average slope of overland Ilaw
20 1200 1.45 0.36 537 360 117 Tc (gutter) ffi Lenglh (ft.)Nelocity (ftJsec.)!60
25 1500 1.21 0.30 538 450 88 B= Bottom width of gutter a ditch
30 1800 1.04 0.26 539 540 •1 Z1= inverse of cross slope one of ditch
35 2100 0.91 0.23 539 630 -91 Z2 = inverse of cross slope Iwo of ditch
40 2400 0.82 0.20 547 720 •173 d= depth af Oow in gutter (estimate, check estimate with Flow)
45 2700 0J4 0.18 549 810 •261 Area = d'B+d"2/2'(Z1+22)
50 3000 0.68 0.17 555 900 -345 Wetted perimetef- = B'd+(1lsin(atn(121))+11sin(atn(122)))
55 3300 0.64 0.16 569 990 421 Hydraulic Radius = R= ArealVNeUed Perimeter
60 3600 0.61 0.15 588 1080 -092 Velaciry =1.485/n'R^.667's".5
65 3900 0.60 0.15 623 1170 •547 Flow = Velceily'Area
70 4200 0.58 0.14 645 1260 -615 n= 0.016 for asphalt
75 4500 0.56 0.14 665 1350 -685 s a longitudinal slope of gutler
80 4800 0.53 0.13 668 1440 •772
85 5100 0.52 0.13 694 1530 -836
90 5400 0.50 0.12 705 1620 •915
95 5700 0.49 0.12 727 1710 •983
100 6000 0.48 0.12 148 1800 -1052
DRAINAGE POND CALCULATIONS
Required grassy swale pond slorage volume
= Impervious Area x.5 inJ 12 inlft. = 0 cu. fl. providsd: 434 cu. fl. OK!
ORYWELL REQUIREMENTS -10 YEAR DESIGN STORM
Nkutlmum storage required by Bowsiring = 266 cu, fl.
provided; 868 cu, fl. OKI
Number and type of Orywells Rsquired = 1 Single 0 Double
BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT; P1570C TIME OF CONCENTRAT{ON (minules)
DETENTION BASIN OESIGN BASIN: S
RENIEWER: REICH Tc (overtand) Tc (gutter) Aras C. A'C
NUMBER OF DRYWELLS PROPOSED DATE: 01-Nov-94
0 Single (lype A 1 Double (type B) Ct = 0.15 L2 = 206 0,89 0.40 0.356
Total Area (calc.) (see 1-11) 0.89 Z1 = 48 0,00 0.00 0
Time of Conc. (calc.) (see H1) 7.78 L1(A) = 95 Z2 m 0.16 0,00 0.00 0
Composite "C" (calc.) (see H1) 0.40 N(A) = 0.4 B r 0 0.00 0.00 0
Time o( Conc. (min) 7.78 S(A) = 0.01 nm 0,016 0.00 0.00 0
Area (Acres) 0.89 s= 0.0062 0,00 0.00 0
C Factot 0.40 Tc (A) = 5.30 d= 0.168 0.00 0.00 0
Impervious Area (sq. fl.) 9173 Total A Comp'C'
Volume Provided 108: 392 storm: 784 L1(8) = 0 Tc (gu) = 2.48 0,89 0.40
OuHlow (cfs) 1 N(B) = 0 Tc(A+B) = 5.30
Area' C Factor 0.36 S(B) = 0 Q=C'f'A= 0.95
Tc(lot.) = 7.78 Q(est.) = 0.94
#1 #1 #3 fW q5 #6 #7 Tc (B) = 0.0 Infensiry = 2.66
Time Time Intensiry Q dev, V in V out Slorage A= 0.619634
Inc. Inc. WP = 8.2359
(min.) (sec.) (inJhr.) (cfs) (cu. ft.) (cu. ft.) (cu. fl.) R= 0.0815
1'60) (A"C7l3) (Outf.'#2) (#546) V= 1.38
=-r_======~mcia:aaa~.aa_-~--ae~aa~caa=ae=_--_==_=====_~~~_.n---_aarm TC (IOlflQ = Tc (overland) + Tc (gutter) TC(9U) ~ 2.48
7.78 466.51 2.66 0.95 592 466.51 125 Tc (ovedand) = Cl'(L1 `NfS"0.S)"0.6) Q(est) = 0.94
C1= 0.15 `
5 300 3.18 1.13 455 340 155 L1= Length of Overland Flow Nofding = 7.34
10 600 2.24 0.80 605 600 5 N= friclion factor of overland Oaw (.4 for average grass cover)
15 900 1.77 0.63 667 900 -233 S = average slope oi overland Oow
20 1200 1.45 0.52 TOt 1200 499 Tc (gutter) = Length (fl.)Nelocity (ft/sec,)160
25 1500 1.21 0.43 114 1500 -786 B= Bottom width of gutter ot ditch
30 1800 1.04 0.37 725 1800 -1075 Zt = inverse of cross slope one of dilch
35 2100 0.91 0.32 132 2100 •1368 Z2 = inverse of cross slope fwo of ditch
40 2400 0.82 0.29 741 2400 •1653 d= depih of ilow in gutter (estimate, check estimate with Flow)
45 2700 0.74 0.26 753 2700 •1941 Area = d'B+d"2/2'(Z1+Z2)
50 3000 0.68 0.24 765 3000 -2235 Wetted perimeter= B'd+(IIsin(atn(121))+11sin(atn(122)))
55 3300 0.64 0.23 788 3300 -2512 HydrauNc Radius = R= ArealWetted Perimeter
60 3600 0.61 022 816 3600 •2784 Velociiy = 1.486ln'R".667's".5
65 3900 0.60 0.21 867 3900 -3033 Flow - Velocity'Area
70 4200 0.58 0.21 900 4240 -330O n s 0.016 for asphaH
75 4500 0.56 0.20 929 4500 -3571 s= longitudinal slope of gutter
80 4804 0.53 0.19 936 4800 -3864
85 5100 0,52 0.19 973 5100 4127
90 5400 0,50 0.18 989 5400 -4411
95 5700 0,49 0,17 1022 5100 -4678
100 6000 0.48 0.17 1052 6004 4948
DRAINAGE POND CALCULATIONS ~ J
Required grassy swale pond storage volume
= Impervious Area x.5 in112 inJfl. = 382 cu. fl.
provided: 392 cu, fl. OKI
DRYWELL REQUIREMENTS • 10 YEAR DESIGN STORM
Maximum storage required by Bowslring = 155 cu. fl.
provided: 184 cu, ft. OK!
Number and iype of Orywells Required = 0 Single 1 Double
SPOKANE COUNTY ENGINEERS
STOPPING SIGHT DISTANCE CALCULATIONS Date: 01-Nov-94
SAG VERTICAL CURVE Review 1
Reviewer. C. Reich
Project Project name: 20th Avenue
Terrain: x Flat (General land slope 096 to 8%)
Rolling (General land slope >8% to 1596) f
Mountains (General land slope >15%)
ROAD TYPE:
Urban/Suburban Semi-ruraVRural
Public Public
x Local Access Local Access
Arterial ADT<100
Collector 100>ADT>400
Secondary
Major County Arterial
ADT<400
Private 400<ADT<750
Extension to 8 or fewer lots ADT>750
Tract °9'
Private
Extension to 8 or fewer lots
Tract "X"
Road name: 20th Avenue
PVI station: 0+50 Length of vertical curve provided: 50
Design Speed: 30 Min. Stopping Sight Distance: 200
Entering slope (G1, -1.00
Exiting Slope (G2, 96): 0.80
G2-G1 l= A= 1.8
Check S>L:
L1 = 2S -((400+3.5S)/A)
L1 = -211.11 note: use min curve length = 0.
Required minimum curve length: 0
Check S<L: Curve provided is Adequate
L2 = A(S"2)/(400+3.5S)
L2 = 65.4545
vcuN1. vAn,g93
0
SPOKANE COUNTY ENGINEERS
STOPPING SIGHT DISTANCE CALCULATIONS Date: 01-Nov-94
CREST VERTICAL CURVE Review 1
Reviewer: C. Reich
Project Project name: 20th Avenue
TeRain: x Flat (General land slope 096 to 8%)
Rolling (General land slope >896 to 1596) f
Mountains (General land slope >15%)
ROAD TYPE:
Urban/Suburban Semi-ruraURural
Public Public
x Local Access Local Access
Arterial ADT<100
Collector 100>ADT>400
Secondary
Major County Arterial
ADT<400
Private 400<ADT<750
Extension to 8 or fewer lots ADT>750
Tract "X"
Private
Extension to 8 or fewer lots
Tract "X"
Road name: 20th Avenue
PVI station: 2+50 Length of vertical curve provided: 50
Design Speed: 30 Min. Stopping Sight Distance: 200
Entering slope (G1, 96): 0.80
Exiting Slope (G2, °k): -2.79
G2-G1 l= A= 3.59
Check S>L:
L1=2S-(1329/A)
L1 = 29.805
Required minimum curve length: 29.805
Check S<L: Curve provided is Adequate
L2 = A(S"2)/1329 L2 = 108.051
vcw-2. vaugs3
0
SPOKANE COUNTY ENGINEERS
STOPPING SIGHT DISTANCE CALCULATIONS Date: 01-Nov-94
SAG VERTICAL CURVE Review 1
Reviewer: C. Reich
Project Project name: 20th Avenue
Terrain: x Flat (General land slope 096 to 896)
Rolling (General land slope >8% to 15%) f
Mountains (General land slope >15%)
ROAD TYPE:
Urban/Suburban Semi-ruraURural
Public Public
x Local Access Local Access
Arterial ADT<100
Collecttor 100>ADT>400
Secondary
Major County Arterial
ADT<400
Private 400<ADT<750
Extension to 8 or fewer lots ADT>750
Tract "X"
Private
Extension to 8 or fewer lots
Tract "X°
Road name: 20th Avenue
PVI station: 3+25 Length of vertical curve provided: 50
Design Speed: 30 Min. Stopping Sight Distance: 200
Entering slope (G1, 96): -2.79
Edting Slope (G2, -1.25
G2-G1 J= A= 1.54
Check S>L:
L1 = 2S -((400+3.5S)/A)
L1 = -314.29 note: use min curve length = 0.
Required minimum curve length: 0
Check S<L: Curve provided is Adequate
L2 = A(S'*2)/(400+3.5S)
L2 = 56
vrnNL vAug93
SPOKANE COUNTY ENGINEERS
STOPPING SIGHT DISTANCE CALCULATIONS Date: 31-Oct-94
CREST VERTICAL CURVE Review 1
Reviewer: C. REICH
Project P1570c Project name: Autumn Crest 4th Addition
Terrain: x Flat (General land slope 096 to 896)
Rolling (General land slope >8% to 1596) f
Mountains (General land slope >1596)
ROAD TYPE:
Urban/Suburban Semi-rurallRural
Public Public
Local Access Local Access
Arterial ADT<100
x Collector 100>ADT>400
Secondary
Major County Arterial
ADT<400
Private 400<ADT<750
Extension to 8 or fewer lots ADT>750
Tract "X"
Private
Extension to 8 or fewer lots
Tract "X"
Road name: St. Chades Road
PVI station: 39+50 Length of vertical curve provided: 50
Design Speed: 40 Min. Stopping Sight Distance: 275
Entering slope (G1, 96): 0.80
Exiting Slope (G2, 96): -0.80
G2-G1 J= A= 1.6
Check S>L:
L1=2S-(1329/A)
L1 = -280.63 note: use min curve length = 0.
Required minimum curve length: 0
Check S<L: Curve provided is Adequate
L2 = A(S"2)/1329
L2 = 91.0459
vciuV2.1/aug93
,
u
SPOKANE COUNTY ENGINEERS
STOPPING SIGHT DISTANCE CALCULATIONS Date: 31-Od-94
SAG VERTICAL CURVE Review 1
Reviewer: C. REICH
Project P1570c Project name: Autumn Crest 4th Addttion
Terrain: x Flat (General land slope 0Q6 to 8°i6)
Rolling (General land slope >8% to 15%) f
Mountains (General land slope >1596)
ROAD TYPE:
Urban/Suburban SemaruraVRural
Public Public
Local Access Local Access
Arterial ADT<100
x Collector 100>ADT>400
Secondary
Major County Arterial
ADT<400
Private 400<ADT<750
Extension to 8 or fewer lots ADT>750
Tract "X"
Private
Extension to 8 or fewer lots
Tract "Xp
Road name: St. Charies Road
PVI station: 41 +Z5 Length of vertical curve provided: 50
Design Speed: 40 Min. Stopping Sight Distance: 275
Entering slope (G1, 96): -0.80
Ewting Slope (G2, 96): 0.80
G2-G1 J= A= 1.6
Check S>L:
L1 = 2S -((400+3.5S)/A)
L1 = -301.56 note: use min curve length = 0.
Required minimum curve length: 0
Check S<L: Curve provided is Adequate
L2 = A(S"2)/(400+3.5S)
L2 = 88.8073
vcuir/!. vnug93
C~
SPOKANE COUNTY ENGINEERS
STOPPING SIGHT DISTANCE CALCULATIONS Date: 31-Oct-94
CREST VERTICAL CURVE Review 1
Reviewer: C. REICH
Project P1570c Project name: Autumn Crest 4th Addition
Terrain: x Flat (General land slope 0% to 896)
Rolling (General land slope >8% to 15%) f
Mountains (General land slope >15%)
ROAD TYPE:
Urban/Suburban Semi-rural/Rural
Public Public
Local Access Local Access
Arterial ADT<100
x Collector 100>ADT>400
Secondary
Major County Arterial
ADT<400
Private 440<ADT<750
Extension to 8 or fewer lots ADT>750
Tract "X"
Private
Extension to 8 0r fewer lots
Tract "X"
Road name: St. Charles Road
PVI station: 43+00 Length of vertical curve provided: 50
Design Speed: 40 Min. Stopping Sight Distance: 275
Entering slope (G1, 96): 0.80
Exiting Slope (G2, -0.80
G2-G1 l= A= 1.6
Check S>L:
L1=2S-(1329/A)
L1 = -280.63 note: use min curve length = 0.
Required minimum curve length: 0
Check S<L: Curve provided is Adequate
L2 = A(S••2)/1329
L2 = 91.0459
vauv11tAug93
~
0 ` J
SPOKANE COUNTY ENGINEERS
STOPPING SIGHT DISTANCE CALCULATIONS Date: 31-Oct-94
SAG VERTICAL CURVE Review 1
Reviewer: C. REICH
Project P1570c Project name: Autumn Crest 4th Additlon
Terrain: x Flat (General land slope 096 to 896)
Rolling (General land slope >896 to 1596) f
Mountains (General land slope >15%)
ROAD TYPE:
UrbaNSuburban Semi-rural/Rural
Public Public
Local Access Local Access
Arterial ADT<100
x Collector 100>ADT>400
Secondary
Major County Arterial
ADT<400
Private 400<ADT<750
Extension to 8 or fewer lots ADT>750
Tract "X"
Private
Extension to 8 0r fewer lots
Tract "X"
Road name: St. Chartes Road
PVI station: 44+50 Length of vertical curve provided: 50
Design SReed: 40 Min. Stopping Sight Distance: 275
Entering slope (G1, -0.80
Ewting Slope (G2, 96): 1.00
G2-G1 J= A= 1.8
Check S>L:
L1 = 2S -((400+3.5S)/A)
L1 = -206.94 note: use min curve length = 0.
Required minimum curve length: 0
Check S<L: Curve provided is Adequate
L2 = A(S"2)!(400+3.5S)
L2 = 99.9083
VCUFVrz. u,w&93
0
SPOKANE COUNTY ENGINEERS
STOPPING SIGHT DISTANCE CALCULATIONS Date: 31-Oct•94
CREST VERTICAL CURVE Review 1
Reviewer: C. REICH
Project P1570c Project name: Autumn Crest 4th Addition
Terrain: x Flat (General land slope 096 to 896)
Rolling (General land slope >8% to 15°6) f
Mountains (General tand slope >15%)
ROAD TYPE:
Urban/Suburban Semi-ruraURural
Public Public
Local Access Local Access
Arterial ADT<100
x Collector 100>ADT>400
Secondary
Major County Arterial
ADT<400
Private 400<ADT<750
Extension to 8 or fewer lots ADT>750
Tract "X"
Private
Extension to 8 or fewer lofs
Tract "X"
Road name: St. Charles Road
PVI station: 46+50 Length of vertical curve provided: 50
Design Speed: 40 Min. Stopping Sight Distance: 275
Entering slope (G1, 96): 1.00
Exiting Slope (G2, g6): -0.80
G2-G1 l= A= 1.8
Check S>L:
L1=2S-(1329/A)
L1 = -188.33 note: use min curve length = 0.
Required minimum curve length: 0
Check S<L: Curve provided is Adequate
L2 = A(S"2)/1329
L2 = 102.427
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