SP-801-92 Ad
c
r . -
BLDG. PERMIT # -or -FILE# 92
Related File # ( )
Date to Iteview 12- 0-92 Time #
IF—
Date to AA & DR Time
Date Received 11-24-92
Project Name SINGLE RESIDENCE No. Lots 3 No.Acres 1.27
Section - Township - ftange
SITE ADDRESS 1223 S UNNERSITYiS 12TH PARCEL # 21543-7072
Applicant's Name $ILLY McELROY Phone # 208-263-5438
Address 2499 WOODED ACRES DR,SAGEL, ID 83860 Work # 928-0600
Date Conditions mailed 12, L
Contact Person Phone #
.
FLOOD ZONE Yes No N/
Engineer J Surveyor's I Architect's Name WILARD BOATWRIGHT
Water 4 Acidress 130X 921
SeNver 5 83854-0921 - 924-3905
School 356
,
Plauuing Contact Person TIM LAWHEAD Phone # 456-2205
Date Subnutted Description Initials
AGREEMENT TO PAY FFFS COMPLETED & COPY TO ACCOUN-1-ING .
f-!73FINAL PLAT FEES COMPLLI Ell & C4PY TO ACCOUNTING
J
NOTICE TO PUBLIC 3 4 6 COMPLET'Ela NEEDS y BE SIGNEll
~ ~ - ,
/ / DFSIGN DEVIAI'ION SUBMI'1'TEI7
AL,'1'ERATION TO I'LAT - BLOCKS & LOTS
HFARING EXAM APPROVEll DENIED-_APPEALED BBC _APPROVED _DFNIED
c > e ~ Gva_ d~ C v FuL Ac.~ Oc)
~
m c~ G-w e
A~ft
/ ~ 4r ~v y /
C,c.~y / ce Cf
~ o
~ (F) • a~ - ~ e,,.~~o , ~ ~
11 - q2) ~
Illnki)
I - ~
l I ' ►'1 ' ~ ~ ~g Dn,.,, n ~1r1-~' ~
~
i l • Z -q3 ~ 4
t-Z -7 • ~ 3 ~ c~~ b~ ►4 ~.,.J
t r 1VV+n ra _.t+ 1 c*1 :'xL' 1A.~sr~ -
-tJ -t ~ UVC~~ ~ d
A ! rr'v., z-xy -
Y
~ 162 &Jyz (y2 U~ti? rc-n22-2 r.--~-► rrA /C
r ~ Li
3--9~
~)F, ra- J7 C /X
,
k\p\t\review.for
. . . . . - - e_ . - . . ' _ ~~.i ~s _..Y..~.- ra
~
P p
~LAT NAM~ ~ P 80) NO.
~ sTATISarIcS DAxE
Flac check Fee .5 Lg Aee 9,3 ~
,
Nunriber of Lats . . ~
Rvad 1VTiles (New)
. ~
Tatal Area
MAP
North Arraw
Scalc . Ck -
Legc:id . ~
Procedures & Equipment ~
Basis of I3earings 1 ~ ~ 2, s~ .
Plat Iocativn By Title -
Official Signature Blocks
Surveyors C'ertificate
Road IVarnes c- c- o
~
Rvad Widths ~
Adjacent At'ea
T,ot & J31ock Ntimbers
R/W Dedicazion designated
1 Faot St-rips ~
3 RPS oii GLC} Corners
~ ~ .
TXaci X - ~
~
Lvc Areas
~
Becch Mark ~
Closux~ ~O&Z ~ L I AJ C- S~ ~ C
~
# K-W
nEDzcATIorr ~
~
~ DMriptian ('Fo IV.iap) ~~~`'t ~ ~
ij Dor, 'N.i ~ +~Il rw.AC` k ~
T~escri ptian ~'o Cert) ~
'Owners ~ ' -
~ (7
Certi6cate to Plat
l Foot SItlp,~
RID - CPR Statement ~l
` Access Prohibited F1204\ C X
RIW Dedication
Drainage Language
~
Flood Insurance
5tarmivater Managenient
208 Bonas - $1,000.00 ea 208 PLArrs .~~ROVEo
Pr1V[1tPi RUad DoC. #',S t) ~Go
Private Road Warning ~
I
Road Plans
Boiid Road Inipra ~
,
Signed I3y Engineer
U,fflnl:iV r •
.
' - - . •~n~;.... •
-DECI.ARATIUN OF COVEN_,__. ,
9405260449 MAY 2 6 1994
In consideration of e app oval by Spokane County of Luuov►ti pquui I Uli
sPOKANE COUiJ"sY~", VVN.
(hereinafter referred to as the "Development"), the undersigned covenants and agrees that:
l. The subdivicier/sponsor will construct the private roads and associated drainage facilities in
conforinance with the approved plans on file iii the County Engineer's Office.
2. A lot is served by a private road when: a. the only road frontage for the lot in the Uevelopment is
on the private i-oad, or; b. a lot having Frontage on more tlian one road (public or private) constructs
an approach to the private road. .
3.- The owner(s) of any lot created by the Development oi• alternation iliereof and sel-ved by a private
road shall be responsible for maintenance of said private roacl, including associated drainage facilities
in conformance witli approved plans on file with the County Engineers office.
4. Maintenance financing of the private roads and associated drainage facilities sliall be in a manner
determined Uy the owners of:
G the majority of lots served by such private road;
b. the inajority of fi-ontage oF lots seived by such private road;
c. the majority sqiiai-e footage of lots seived by such private road; or
d. .
5. In the event sucli private road, including associated drainage facilities is improved to Spokane County
stanclarcls for public streets, and tlie County is willing to accept the declicatioli of sL,ch 1•oad and
facilities, each lot owner shall exccute any documents necessary to accomplish such dedication.
6. Owners of lots wiihin tlie Developmeilt who are seived by sucli road, may sue and recover daniages
and attorney's fees from any owner of any lot within the DevelopmeYlt whicli is siinilai-ly seived wlio
refused to participate in the road and drainage facilities, construction, finaiicing, and maintenance.
7. WARNINC: Spokane County has rlo responsibility to build, improve, ol- iilaintain oi- otlierwise service
the private roads, inclucling associated drainage facilities, containecl within or providing service to the
property described in this Development. By accepting this Developnient or subsequently by aUowing
a building permit to be issued for property on a private roaci, Spokane County assumes no obligation
fol- said pi-ivate road and the owners hereby acknowledge that the County has no olaligation of any
kind of nature wllatsoever to establish, examine, sulvey, construct, alter, repaii- improve, maintain,
provide drainage or snow removal on a private road, or associated drainage facilities.
8. This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs,
successors or assigns, including the obligation to pai-ticipate in tlle maintenance of the private road,
aiid drainage facilities as provided herein.
OWNER
OWNER S'I'A'1'E OF WASIIING7'ON )
: DATED this day of , 19_.
County of Spokane )
Ou this day personally appeared before me o ,c
.
known to me to be the individual(s) described in and who executed the witliin and foregoing instrument
and acknowledged that he/slie/they signed the saine as his/her/their Free and voluntary act and deed for
the uses and pu,; qffiy,QjFj-pi;,stated. ~.~Y P. F y7
GIVF~ . AND OFFICIAL SCAL this ~S day of 19
. • • .
~
o0 i9 : ^ ,
. NOT'` Q~ fn . • -
•v
r
• • • ~ HPublic 22 ~0 PUeUc o,No~ iri Ad for the State J
'•.,.~eER o~.~`.~ Ov: of Washington, residing at Spokane
k~uwedara.pr ~ ♦
103Z ~ WA SV~•~~~~~10``
~
-FICE OF THE COUNTY ENGINEE
Spokane County, Washington
Date:11• l~l •9,~5
TO: W 1lrl...% A.v-c:>
FROM: LACVCz., &,«.A
SUBJECT: Standard DrainaLye Languaize for the Dedication on ~5;p
1 Drainage easements, as platted and shown hereon, which are for the purpose of installing,
operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby
granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage
easements adjacent to the public right of way. The property owner shall maintain the drainage
swale with a permanent live cover of lawn turf, with optional shrubbery andlor trees, which do
not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated
by the approved plans.
2) The owners of Lots L.Ls
shall be held responsible for
keeping open and maintaining the path of the natural or man-made drainage flow aver and across
the property.
~ The proPerty owner or his representative shall inform each succeeding purchaser of all drainage
easements on the propecty and his responsibility for maintaining drainage facilities within said
easements.
4) ~ Spokane County cloes not accept the responsibility of maintaining the drainage course on private
lots w'thin dra image easements or fl0odplain areas, nor the responsibility for any drainage
~
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.
5) The lowest building opening, including basement opening, for any builcling on Lots A. 2> ,
G and t-_> Block shall be high enough to allow a minimum slope of 3%
away from the building in 10 feet. All drainage shall be routed away from the building to natural
drainages or other lawful drainage features.
6) Development within this subdivision shall conform to the requirements of the National Flood
lnsurance Program and Chapter 3.20 of the Spokane County Code. The lowest floor, including
basement floor, for any structure shall be constructed according to the requirements of the
Spokane County Flood Zone regulations in effect at the time a building permit is issued.
Purchasers of property in this subdivision are warnecl of possible flooding or ponding and the
potential requirement to purchase Flood Insurance. This warning shall be carried in each and
every deed drawn to transfer ownership of any and all property within this plat in the Area of
Special Flood Hazard.
7) An approved lot grading plan exists for Lots . , and ,
Block , and Lots , . & , Block .
.Grading must conform to said plan on file in the County Engineer's OfFce.
8) Spokane County shall not be responsible to maintain ingress or egress across the flood plain area.
9) 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 planning, design, constructing, maintaining, or operation
of stormwater control facilities.
10) A statement must appear in the dedicatory language of the plat that individual clriveway access
permits be requirecl prior to issuance of a building permit for driveway approaches to the County
road system. This appraach shall be constructed in accordance with the approved plan on file
in the County Engineer's office.
IVard-dcvlgen\st.drain
BEFORE THE SPOKANE COUNTY PLANNING DEPARTMENT
IN THE MATTER OF A )FINDINGS OF FACT,
CHANGE OF CONDITIONS ) CONCLUSIONS AND
FOR SHORT_ PLAT N4. ) DECISION
SP-801-92 )
THIS MATTER, an application for a change of conditions for a previously approved
preliminary short plat, from Billy McElroy has been received and decided upon, pursuant to
Spokane County Subdivision regulations, on the __L;Z- +Pl- day of May, 1993.
FINDINGS OF FACT AND CONCLUSI4NS
1. The individual signi.ng below has further been properly delegated the responsibility for
rendering the decision by the Spokane County Director of Planning.
2. The original proposal, approved on February 3, 1993, was to divide approximately
1.27 acres into 31ots for single family uses and those uses permitted in the underlying
zone. Thc Preliminrlry plat has hcen rcclcsig►-icc1 for fntir rctiicicntial lots r,n
approximately 1.45 acres. .
3. The proposal is locateri approximately 180 feet south of 12th Avenue and east of and
adjacent to University Road in the SW 1/4 of Section 21, Township 25 North, Range
~ 44 E.W.M., Spokane County, Washington.
4. The existing zoning of the property described in the application is Urban Residential-3.5
(UR-3.5) previously established as Agricultural zoning in 1950 and reclassified to Urban
Residential-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 does confonn
to the requirements of the existing Urban Residential-3.5 zone.
5. The Spokane County Comprehensive Plan designates this area as Urban. The development and uses proposed are generally in accord with this category.
6. Surrounding uses are primarily single fami.ly dwellings.
7. The requireri public notice was provided for this proposal and agencies havi.ng a
potential interest in the project were notified and recommendations solicited. Additional
publi'c notice was not required for this design change.
8. The Central VaUey School District No. 356 has commented on the proposed short p]at.
The District has ind.icated that existing school facilities are inadequate to serve the
proposed short plat and wishcti tn ncbo6atc with Ilic ownc;r to proviclc aclcclu.itc capit.il
facilities as required by the Revised Code of Washington (RCW) 58.17.110: The
Planning Depa.rcment must assume that the agency of jurisciiction, i« this case the
Central Valley School District, has made a reasonable request. Approval of this short
plat should include cond.itions requiring that pxovisions for adequate facilities be in
place prior to recording this final plat in the forni of a written agreement between the
owner and the school district.
9. No comments were received from any adjoining property owners.
10. Recognizing the recommended conditions and Spokane County development standards,
the proposed short subdivision makes appropriate provisions for the public health,
safety and general welfare and that the public use and interest will be served by platting
the subdivision.
The subdivision proposal is generally consistent with RCW 58.17 and the County
subdivision regulations, promoting the public health, safety and general welfare in
accordance with standards established by the state and Spokane County. The Planning
Departnient has considered the provision of adequate public facilities as cited in RCW
58.17.110 (2). More specifically:
a. open spaces
b. drainage ways
FINDINGS AND DECISYON SP-801-92 Page 2
c. public and/or private rights-of-way -
d. potable water e. sanitary waste disposal
f. parks and recreation facilities
g. playgrounds
h. schools and schoolgrounds
i. sidewalks
11. The Spokane County Arterial Road Plan designates University Road as a Principal
Arterial with an existing width of 73 feet. To implement the Spokane County Arterial
Road Plan, the Spokane County Engineer has reyuested that a strip of property 13.5
feet in width along the University Road frontage be set aside as a Future Acquisition
- Area.
12. The proposed short plat will be served by a public water system. Waste water disposal
will be as authorized by the Director of Utilities.
13. The project is exempt from environmental review under the State Environmental Policy
Act pursuant to WAC 197-11- 800 (6) (a).
DECISION
Based upon the above noted Findings of Fact and Conclusions, this Change of
Conditions for SP-801-92 is hereby ApPROVED until the expiration date of the
original preliminary plat of record on arch 1, 1996, subject to the remaining conditions
of approval. Most of the conditions of approva.~ s'-F~iall be accomplished by the applicant
and/or sponsor prior to finalizarion of the short subdivision. This decision is final unless
appealed in writing, consistent with adopted appeal procedures.
These Conditions of Approval apply to applicant(s), owner(s) of the
property, heirs, assigns or any successors-in-interest to property.
PLANNING DEPARTMENT CONDITIONS (MODIFIED)
1. All conditions imposed by the Planning Department shall be binding on the
"Applicant , which term shall include the owner or owners of the property, heizs,
assigns and successors.
2. The proposal shall comply with the Urban Residential-3:5 (UR-3.5) zone as amended.
3. The final plat shall be designed substantially in conformance with the redesigned
preliminary plat of record. No increase of density or number of lots shall occur without
a change of condition application submittal and approval.
4. The Planning Director/designee shall review any proposed final plat to ensure
compliance with these Findings and Conditions of Approval.
5. Appropriate road name(s) shall be indicated.
6. The preliminary plat is given conditional approval for three (3) years, specif'~cally to
March l, 1996. The applicant may request an extension of time by submitting a written
request approximately forty-five (45) days prior to the above expiration date.
7. Appropriate uCility easements shall be indicated on copies of the proposed final plat_
Written approval of uCility easements by appropriate utility companies shall be receiveci
with the submittal of the final plat.
8. Three (3) current certificates of title shall be furnished to the Planning Department prior
to filing the final plat. `
9. The Spokane County Planning Department shall prepare and record with the County
Auditor a Title Notice specifying a future land acquisition area for road right-of-way
and utilities. The reserved future acquisition area Title Notice shal.l be released, in full
or in part, by the Planning Department. The notice should be recorded within the same
time frame as an appeal and shall provide the following:
FINDINGS AND DECISION SP-801-92 Page 3
a. At least 13.5 feet of reserved future acquisition area for road right-of-way and
urilities along University Road.
b. Future building and other setbacks required by the Spokane County Zoning Code
shall be measured from the reserved future acquisition area. _
c. No required landscaping, n.irking, '209' arcas, drainficld or allowed sibns shoulci .
be located within the future acquisition area for road right-of-way and utilides. lf
any of the above improvements are made within this area, they shall be relocated
at the applicant's expense when roadway improvements are made.
d. The future acquisition area, until acquired, shall be private property and may be •
used as alloweti in the zone, except that any improvements (such as landscaping,
parking, surface drainage, drainfield, signs or others) shall be considered interim uses. .
e. The property owner shall be responsible for relocating such "interim"
i.mprovements at the time Spokane County makes roadway improvements after
acquiring said future acquisition area.
10. The final plat map shall indicate by a clear, dashed line the required yard setbacks from
all private, "Tract X" or public roads.- The dedication shall contain the following
statement:
"Side yard and rear yard setbacks shall be determined at the time building pernv.ts are
requested unless these setbacks are specifically drafted on this final plat. The setbacks
indicated on this plat may be varied from if proper zoning approvals are obtained."
11. A plan for water facilities adequate for domestic sezvYCe and fire protection shall be
approved by the water purveyor, appropriate fire protection district, County Building &
SfLfc;ty Dc;puullc:nt a»ci County 1 Ic;.iltli Disti-ict. "1'iic; ugc;iicics will cc;rtil'y un Llic Wzttci-
Plan, prior to the f~ling of a final plat, that the plan is in conformance with their
respective needs and regulations. The Water Plan and certification shall be drafted on a
transparency suitable for reproduction and be signed by the plat sponsor.
12. The water purveyor shall certi.fy that appropriate contractual azrangements 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 shall 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 shall include a provision holding Spokane County and the purveyor
harmless from claims by any lot purchaser refused a building pennit due to the fa.ilure
of the subdivision sponsor to satisfactorily complete the approved water system.
13. The final plat dedication shall contain the following statement:
"The public water system, pursuant to the Water Plan approved by county and state
health authorities, the local fire protection district, County Building & Safety
Department and water purveyor, shall be installed within this subdivision, and the
applicant shall provide for individual domestic water service as well as fire protection to .
each lot prior to sale of each lot and prior to issuance of a building permit for each lot..'
14. No building permit will be issued for any lot within the final plat until certified by a
Washington state-licensed engineer that "the water system has been installed pursuant
to the approveci Water Plan for Lhe iinal plat" incluciing a signexi license stdmp. "!'he
certification may be in the form of a.letter, but is preferred to be certifxed on a copy of
the Water Pla.n as a schematic map showing the "as-built" water system.
15. The Water Plan and the above conditions of approval regarding the Water Plan may be
waived by the Planning Director/designee upon receipt of letters from the appropriate
water purveyor and fire protection district stating that simple connections to an existing,
approved water system will provide adequate domestic and fire protection water to
ensure the public health, safety and general welfare. -
16. A survey is required prior to the filing of a final plat.
17. The Owner shall negotiate with the Central Valley School District and submit a
recorded copy of the agreement malcing provisions for public schools prior to
FINDINGS AND DECISION SP-801-92 Page 4 finalization and recording of this short plat. 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 measure(s).
The Owner shall also norify any potential purchasers who have made an agreement to
purchase property within said short plat pursuant to the Revised Code of Washington
(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 the Revised. Code of-Washington Chapter 82.02.
COIJNTY ENGINEER'S DEPARTMENT CONDITIONS (MODIFIED)
1. The conditional approval of the plat is given by the County Engineer subject to .
dedication of right-of-way and approval of the road system as indicateci in the ,
preliminary plat of record. .
~ .
2. Plans, profiles, and cross-sections as designed to County standards showing proposed
~ street centerline and curb grades shall be submitted to the County Engineer for approval
03. prior to construction and/or the filing of each fnal plat; road plans to be prepared under
the direction of a licensed Professional Civil Engineer.
Drainage plans and desigri calculations showing the alignment of drainage facilities
shall be submitted to the County Engineer for approval prior to construction and/or the
filing of the final plat. Drainage plans to be prepared under the direction of a licenseti
Professional Civil Engineer.
4. No construction work is to be performed within the existing or proposed public right-
of-way until a pernut has been issued by the County Engineer. All work is subject to
inspection and approval by the County Engineer. 5. Ind.ividual driveway access pernuts are required prior to issuance of a building pernut
for driveway approaches to the county road system.
,
6. A statement shall be placed in plat dedication that no direct access be allowed from Lot
"B" to University Road.
7. The word "applicant" shall include the owner or owners of the property, his heirs,
assigns and successors.
8. The proposed private road(s) as shown on the preliminary plat serving three lots with
no extension possible, future public right-of -way tract is approved by the County
Engineer.
9. Private road(s) shall be improveti to Spokane County standard for a private road
Urban/Suburban standard serving three lots, and are subject to approval under Section
10.207 of the Spokane County Fire Code.
10. The following provisions shall be made on the final plat: The following-described
property shall be held in trust until the continuation of the private road and the Tract
"X" is deeded or dedicated: A one (1)-foot strip at the ends or edges of all private Tract
"X" that ternunate or border the plat boundary.
11. A statement shall be placed in the plat ded.ication that the Tract "X" private road(s)
contained within this plat (is/are) foz the sole use of parcels within the plat until such
time as the roadway is improved and established as a public road.
12. All vested owners shall sign and record private road documents as prescribed by the
Spokane County Engineer. These documents shall be reviewed and approved by the
Spokane County Engineer prior to record.ing with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory langtiage of the plat. 13. The following statement shal.l be placed itl the plat dedication:
"WARNING: Spokane County has no responsibility to build, improve, maintain or
otherwise service the private roads contained within or provide service to the property
described in this plat. By accepting this plat or subsequently by allowing a building
, -
FINDINGS AND DECISION SP-801-92 Page 5
permit to be issued on property on a private road, Spokane County assumes no
obligation for said private road, and the owners hereby acknowledge that the Caunty
has no obligation of any kind or nature whatsoever to establish, examine, survey,
construct, alter, repair, improve, maintain or provide drainage or snow removal on a
private road. This requirement is and sha11 run with the land and shall be binding upon
the owner(s), their heirs, successors or assigns, including the obligation to participate
in the maintenance of the private road as provided herein."
14. The proposed subdivision shall be improved to the standards set forth in Spokane
County Board of Commissioners Resolution No. 80-1592, as amended, which
resolution establishes regulations for roads, approaches, drainage and fees in new
construction.
15. The County Engineer has exam.ined this development proposal and has determined that
the impact af this proposal upon the existing county road system warrants the
dedication of additional right-of-way and the roadway improvements herein specified.
16. The following statement shall be placed in the final plat dedication: "The private road as
shown hereon is an easement which provides a means af ingress and egress for those
IC?l5 W1CI1111 LIle 5Ub(j.1VISlOII 11i1V1Ilg f1'OllliigC ll1CfCOiI."
17. The County Arterial Road Plan identifies University Road as a Principal arterial. The
existing right-of-way width of 73 feet is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right-of-way dedication, a strip of property 13.5 feet in width along the University Road frontage
shall be set aside in reserve. This property may be acquired by Spokane County at the
time when arterial improvements ar.e made to University Road.
18. There may exist utilities, either underground or overhead, affecting the subject
property, including property to be dedicated or set aside for future acquisition.
Spokane County assumes no financial obligation for adjustments or relocation
regarding these utilities. Applicant(s) should check with the applicable utility purveyor
and the Spoka.ne County Engineer to determine whether applicant(s) or the utiliry is
responsible for adjustinent or relocation costs and to make arrangements for any
necessary work.
COUNTY HEALTH DISTRICT CONUITIONS
1. The final plat shall be designed as indicated on the preliminary plat of record and/or any
attached sheets as noted. .
2. Approprintc utility c.iscmcntti `hall bc inclic,tted on coliics of thc prcliinin:tiry pIat of
record for distribution by the Planning DepartmenE to che utility companies, Spokdne
County Engineer and the Spokane Counry Health District. Written approval of the
easements by the utiliry companies must be received prior to the submittal of the final
plat.
3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokwie
County.
4. Water service shall be coordinated through the Director of Utilities, Spokane County.
5. Water service shall be by an existing public water supply when approved by the
Regional Engineer (Spokane), State Department of Health.
6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the
Spokane County Health District that an adequate and potable water supply is available
to each tract of the plat.
7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within
the recorded service area of the water system proposed to serve the plat.
8. A public sewer system will be made available for the platlproject, and individual service .
will be provided to each tract prior to sale. Use of individual on-site sewage dispasal
. systems shall not be authorized. The existing on-site sewage system for the house on
'Ill'Il(;l C 111Uti1 bC ICbillly abunclunc;cl iLI lCC LI1C IWIIS(: 1S l;U(111(:(:.lC(,I lU SCWt%I'.
• ' .
FIlNDINGS AND DECISION SP-801-92 Page 6
9. A statement shall be placed in the dedication to the effect that: "A public sewer system
will be made available for the plat, and individual service will be provided to each tract
prior to sa1e. Use of individual on-site sewage disposal systems shall not be
authorized."
10. The dedicatory language on the plat shall state: "Use of private wells and water
systems is prohibited."
11. The plat dedication shall contain a statement to the effect that: "The public water
system, pursuant to the Water plan approved by county and state health authorities, the
local fire district, County Building and Safety Department and water purveyor,-shall be
installed within this plat, and the applicant shall provide for individual domestic water
. service as well as fire protection to each tract prior to sale of each tract and prior to
issuance of a building pemut for each tract."
COUNTY UTILITIES DEPARTMENT CONDITIONS (MODIFIED) 1. Applicant shall make corulection to public sewer system. Sewer connection pernut is
required. Plans and specifications are to be reviewed and approved by the Utilities
Department. NOTE: Design as public extension from University Road, plans and
security.
DEPARTMENT OF BUILDINGS CONDITIONS (MODIFIED) 1. Fu-e Apparatus Access roads are to be const-ucted substantially in accordance with
Un.iform Fire Code, Article 10 Division II. Provided that roads constructed under the
direction of and to standards set forth by the County Engineer shall deem to provide
substantially equivalent access. These access roads shall be named prior to issuance of
rerni i t.
2.. Fire flows are applicable for this proposal. The minimum fire flow and flow duration
wiil be based on a representative dwelling size for all floors not including the basement.
The maximum dwelling size needs to be submitted to the Departinent of Buildings.
3. An approved water supply capable of supplying the required fire flow protection shall
be provided before any building permits are issued. The water system shall be installed
in accordance with an approved Water System Plan on file with the Department of
Buildings. Certification that the installed system complies with the requireriaents of the
plan and is operational shall be submitted to the Department of Build.ings prior to permit
issuance.
4. Hydrant location, number and type capable of delivering the required fire flow for
residential development shall be providecl in accordance with required design
specifications. The average distance between hydrants shall be 600 feet and shall not
exceed 700 feet.
h
npprovccl ihc c3ny of Mtiy, 1993.
~~~~~'!'L •
HN PEDERS ON
enior Planner
For: Thomas Veljic, Planner I '
-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
FINDINGS AND DECISION SP-801-92 Page 7
will be scheduled. If you desire to file such an appeal, you must submit a letter along with the
appropriate appeal fee, payable to the Spokane County Treasurer, 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.
pc: County Engineer
County Utilities
County Health District .
County Building & Safety
Billy McEkoy, 2499 Wooded Acres Drive, Sagel, ID 83860
Willard Boatwright, Box 921, Post Falls, ID 83854-0921
~ .
• - f , OFFICE OF THE SPOKANE COUNTY ENGINEER
811 Nortb Jefferson, Spokane, WA 99260-0170 (509)456-3600
-SHORT PLAT REQUIREMENTS-
TO: Spokane County Planning Department, Plats Administrator
FROM: Division Of Engineering & Roads 5CO7T E-
DATE: May 4, 1993 SUBJECT: SP # 801 / MCELROY, BILLY
The following "Conditions of Approval" for the above referenced subdivision are submitted to the
Spokane County Planning Department for inclusion in the "Findings and Order" should the short plat
be approved.
E 1 That conditional approval of the plat by the County Engineer is given
subject to dedication of Right-of-Way and approval of the road system as
indicated in the preliminary plat of record.
E 2 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
a final plat; road plans to be prepared under the direction of a
licensed Professional Civil Engineer.
E 3 That drainage plans and design calculations showing the alignment of
drainage facilities be submitted to the County Engineer for approval
prior to construction and/or the filing of the final plat. Drainage
plans to be prepared under the direction of a licensed Professional
Civil Engineer.
E 6 No construction work is to be performed within the existing or proposed
Public Right-of-Way until a permit has been issued by the County
Engineer. All work is subject to inspection and approval by the County
Engineer.
E12 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.
E14 A statement shall be placed in plat dedication that no direct access be
allowed from lot "B" to Universitv Road.
E19 The word "applicant" shall include the owner(s) of the property, his/her
heirs, assigns and successors.
E26 The proposed private road(s) as shown on the preliminary plat serving
three lots with no extension possible, future public Right-of-Way tract
is approved by the County Engineer.
,
E27 That the private road be improved to Spokane County standard for a
private road Urban/8urburban standard serving three lots. Subject to
approval under section 10.207 of the Spokane County Fire Code.
E28 That the following provision be made that the following described
property be held in trust until the continuation of the private road and
the Tract "X" is deeded or dedicated: A 1 ft. strip at the ends or
edges of all private Tract "X" that terminate or border the plat
boundary.
E29 A statement shall be placed in the plat dedication that the Tract "X"
private road(s) contained within this plat is/are for the sole use of
parcels within the plat until such time as the roadway is improved and
established as a public road.
E30 Al1 vested owners shall sign and record private road documents as
prescribed by the Spokane County Engineer. These documents shall be
reviewed and approved by the Spokane County Engineer prior to recording
with the Spokane County Auditor. Recording numbers shall be referenced
A
SHORT PLAT: # 801 / MCELROY, BILLY 2
in the dedicatory language of the plat.
E31 That the following statement be placed in the plat dedication: WARNING:
Spokane County has no responsibility to build, impi.~ove, maintain or
other wise service the private roads contained within or providing
service to the property described in this plat. By accepting this plat
or subsequently by allowing a building permit to be issued on property
on a private road, Spokane County assumes no obligation for said private
road and the owners hereby acknowledge that the County has no
obligation of any kind or nature whatsoever to establish, examine,
survey, construct, alter, repair, improve, maintain, provide drainage or
snow removal on a private road. This requirement is and shall run with
the land and shall be binding upon the owner, their heirs, successors or
assigns including the obligation to participate in the maintenance of
the private road as provided herein.
E32 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 construction.
E33 The County Engineer has examined this development proposal and has
determined that the impact of this proposal upon the existing County
Road System warrants the private roadway improvements herein specified.
E35 That the following statement must be placed in the plat dedication:
"The private road as shown hereon is an easement which provides a means
of ingress and egress for those lots within the plat having frontage
thereon."
E61 The County Arterial Road plan identifies Universitv Road as a Principal
Arterial. The existing right of way width of 73 feet is not consistent
with that specified in The Plan. In order to implement the Arterial
Road Plan it is recommended that a strip of property 13.5 feet in width
along the University Road frontage be set aside in reserve. This
property may be acquired by Spokane County at the time when Arterial
Improvements are made to Universitv Road.
E90 The applicant should be advised that there may exist utilities '
either underground or overhead affecting the applicants property,
including property to be dedicated or set aside future acquisition.
Spokane County will assume no financial obligation for adjustments
or relocation regarding these utilities. The applicant should
check with the applicable utilities and Spokane County Engineer to
determine whether the applicant or utility is responsibl.e for
adjustment or relocation costs and to make arrangements for any
necessary work.
t ~ l. .
~ r
BEFORE THE SPOKANE C0UNTY PLANIVING DEPARTMFNT
.
,
~ JC~iIN THE MATTER C)F ) FINDYNGS OF FACT,,,; j.,, ,
SHORT PLAT NO. SP-801-92 ) CONCLUCIONS AND-'__ - - =DECISION -
THIS MATTER, a.n application for subdivision of land, from Billy McElroy has been
recei ed and decided upon, pursuant to Spokane County Subdivision regulations, on the
- day of February, 1993. '
FINDINGS OF FACT AND CONCLUSIONS
1. The individual signing below has further been properly delegated the responsibility for
rendering the decision by the Spokane County Di.rector of Planning.
2. T'he proposal is to ciivide approximately l.'? 1 acres into 31ots for single family uses and
those uses permitted in the underlyinb zone.
3. The proposal is generally la:ated approximately 180 feet south of 12th Avenue and east
of a.nd adjacent to University Road in the SW 1/4 of Section 21, Township 25 North,
kZange 44 E.W.M., Spokane County, Washington.
4. The existing zoni.ng of the property dzscribed in the application is Urban Residential-3.5
(UR-3.5) previously established as Agricultura.i zoning in 1950 and reclassified to Urban
Residential-3.5 on January l, 1991 pursuant to the Program to Implement the Spokane
County Zoning Code. Pursuant to RCW 58.17.195 the proposal does conform to the
requirements of the existing Urban Residential-3.5 zone.
5. The Spokane County Comprehensive Plan designates this area as Urban. The
development and uses proposed are generally in accord with this category.
6. Surrounding uses are primarily single family dwellings.
7. The required public notice wis provided for this proposal and agencies having a
potential interest in the projc:.ct were notified and recommendations solicited.
8. No comments were received from any adjoinulg property owners.
9. Recognizing the recommended coiiditions and Spokane County development standards,
the proposed shoi-t subdivisian makes appropriate provisions for the public health,
safety and general welfare and that the public use and interest will be served by platting
the subd.ivision.
The subdivision proposa] is generally consistent with RCW 58.17 and the County
subdivision regulations, promoting the public hea.lth, safcty and general welfare in
accordance with standards established by the state and Spokane County. The Planning
.Iaepartment has considered the provision of adequate public facilities as cited in RCW
58.17.110 (2). More specifically:
a. open spaces
b. drainage ways
c. public and/or private ribh`s-of-way
d. potable water
c:. sanitary waste disposal
f. parks and recrearion facilides
g. playgrounds
h . schools and schoolgrouncis
i. sidewalks
T'he above improveinellts are either existing 'acilities or will be provided by the
applicant upon finalizatiotl of this short subdivisiori as conditioned by the Committee
and implemented by die various Counry agencies.
10. University Road is designar.-d as a Principal Arterial with an existing width of 73 feet.
7'o i.mpiement the Spokane County Arterial Road Plan, the Counry Engineer has
~ r
F.[i IDINGS AND DECISION SP-841-92 Page 2
requested that a strip of property 13.5 feet in width along the University koad frvntabe
be set aside as a Future Acquisition Area.
11. The proposed short plat will bE served by a public water system. Waste water disposal
will be as authorized by the Director of Utilities.
12. The project is exempt from environmental : eview under the State Environ.mental Policy
Act pursuant to WAC 197-11-800 (6) (a). DECISION
Based upon the above noted Findings of Fact and Conclusions, Short Plat Application
SP-801-92 is hereby APPROVED unril March 1, 1996, subject to cond.itions noted
below. Most of the conditians of approval shall be accomplished by the applicant and/or
sponsor prior to finalization of the short subdivision. This decision is final unless
appealed in writing, consistent with adopted appeal procedures. -
These Conditions of Approval apply to applicant(s), vwner(s) of the
property, heirs, assigns or any successors-in-interest to property.
PLANNING DEPARTMENT CONDITIUNS
1. All condinons imposed by the PlaniUng Department shall be bindi.ng on the
"Applicant", which term shall irlclucie the owner or owners of the property, heirs,
assigns and successors.
2. The proposal shall comply with the Urban Residential-3.5 (UR-3.5) zone as amended.
3. The final piat shall be design&d substanfial.ly in conformance with the preliminary plat
of record. No increase of density or number of lots shall occur without a change of
condition application submittal and approval.
4. The Planning Director/designee shall review any proposed final plat to ensure
compliance with these Findings and Conditions of Approval.
5. Appropriate road name(s) shall be indicated.
6. The prelirninaty plat is given coiiditional approval for three (3) years, specifically to
March 1, 1996. The applicant may request an extension of time by subrnitting a written
request appt-oximately forty-five (45) days prior to the above expiration date.
7. Appropriate utility easements sha11 be indicated on copies of the proposed final plat.
Written approval of utility easements by appropriate utility conapanies shall be received
with the submittal of the final plat.
8. Three (3) cu.nent certificates of title shall be furnished to the Planning Department prior
to filing the final plat.
9. The Spokane County Planning Department shall prepare and record with the County
Auciitor a Title Norice specifyulg a future land acquisition area for road right-of-way
and utilities. The reserved future acquisition arca Title Notice shall be released, in full
or in part, by the Planning DepartYnent. The notice shoulci be recorded within the same
time frame as an appeal and shall provide the following:
a. At least 13.5 feet of resc:rved futurc acquisition area for road right-of-way and
utilities along 'University Road.
b. Future building and other setbacks requi.red by the Spokane County Zoning Code
shall be measured from the reserved future acquisition area.
c. No required landscapinb, parking, '208' arcas, drainfield or allowed signs should
be located within the future acquisition area for road right-of-way and utilities. If
any of the above improrvements are znade within this area, they shall be relocated
at the applicant's expense when roadway improvements are made.
~ ~ . • ~
«
FrNDINGS AND D:ECISZON SP-801-92 Page 3
d. The future acq«isition area, until acquired, shall be private praperty and may be
used as allowed in the zone, except that any improvements (such as landscaping,
parking, surface dra.inage, drainfield, signs or others) shall be considered interirn uses. e. The property owner shall be responsible for relocating such "interim"
improvements at the time Spokane County makes roadway improvements after
acquiring said future acquisition area.
10. The final plat map shall inciicate by a clear, dashed line the requirei yard setbacks from
all private, "Tract X" or public roads. The dedication shall contain the following
statement:
"Side yard and rear yard setbacks shall be deternvned at the time building pennits are
requested unless these setbacks are speci.fically drafted on this final plat. The setbacks
indicated on this plat may be varied from if proper zoning approvals are obtained."
11. A plan for water facilities adequatc for domestic service and fue protection shall be
approved by the water purveyor, appropriate fire protection district, County Build.ing &
Safety Department and Counry Health District. The agencies will certify on the Water
Plan, prior to the fil_ing of a final plat, that the plan is in conformance with their
respective needs and regulations. 1'he Water Plan and certi.fication shall be drafted on a
transparency suitable for reproduction and be signed by the plat sponsor.
12. The water purveyor shall certify that appropriate contractual arrangements and schedule
of i.mprovements have been made with the plat sponsor for construction of the water
system i,n accordance with the approved Water Plan. The time schedule shal.l provide
for coalpletian of the water system and inspection by the appropriate health authoriries
prior to application for build.ing permits within the final plat. The arrangements or
agreements sha.ll inclucle a provision holdin.,; Spokane County and the purveyor
harmless from claims by any lot purchaser ~ -fused a building permit due to the failtue
of the subdivision sponsor co satisfactorily complete the approved water system.
13. The final plat dedication shall contain the following statement:
"The public water system, pursuant to the Water Plan approved by county and state
health authorities, the local fire protection district, County Building & Safety
Department and water purveyor, shall be i.nstalled within this subdivision, and the
applicant shall provide for individual domestic water service as well as fire protection to
each lot prior to sale of each lot and prior to issuance of a building permit for each lot."
14. No building permit will be issued for any lot within the .final plat until certified by a
Washington statc-licensed erigineer that "the water system has been installed pursuant
to the approved Water Plan for the final plat" includ.i.ng a signed license stamp. The
certification may be in the form of a letter, but is preferred to be certif ed on a copy of
the Water Plan as a schematic map showing the "as-built" water system.
15. The Water Plan and the above four (4) conditions of approval regarding the Water Pla.n may be waived by the PIanni ng Director/designee upon receipt of letters from the
appropriate water purveyor and fire protecrion district stating that simple connections to
an existing, approved water system will provide adequate domestic and fire protection
water to ensure the public health, safety and general wel.faxe.
16. A survey is required prior to the filing of a final plat.
COUNTY ENGINEER'S DEPARTiVIENT CONDITIONS
I . The conditional approval of the plat is given by the County Engineer subject to
dedication of right-of-way and approval of the road system as indicated i,n the
prebminary pl at of record.
2. Plans, profiles, and cross-sections as designed to County standards showing proposed ,
street centerline and curb grades shall 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 d.irection-of a licensed Professional Civil Engineer.
' • ~ . . ~
FLNDINGS AND DECXSZON SP-801-92 Page 4
3. Drainage plans and design calculaaons showing the alignment of drainage facilities
shall be submitted to 6ie Caunty Engineer for approval prior to constniction andJor the
fi.ling of the final plat. Drainage platls to be prepared under the direction of a licensed
Professional Civil Engineer.
4. No construction work is to be perforznFd within the existing or proposed public right-
of-way until a permit has been issued by the County Engi.neer. All work is subject to
inspection and approval by the County Engineer.
5. Individual driveway access pernuts are required prior to issuance of a building permit
for driveway approaches to the county road system.
6. A statement shall be placed in plat dedication that no direct access be allowed from lot to
„B" to University Road.
7. The word "applicant" shall include the.owner or owners of the property, his heirs,
assigns and successors.
8. The proposed private road(s) as shown on the prelimuiary plat serving two lots with no
extension possible, future public right-of -way tract is approved by the Counry
Engineer.
9. Private road(s) shall be improved to Spokane County standard for a private road
urban/suburban standard serving two lots, and are subject to approval under Section
10.207 of the Spokane County Fire Code.
10. The following provisions shall be made on the final plat: The following-described
property shall be held in tnist until the continuation of the private road and the Tract
"X" is deeded or dedicated: A one (1)-foot strip at the ends or edges of all private Tract
"X" that terminate or border the plat boundary.
11. A statement sha.ll be placed in the plat dedication that the Tract "X" private road(s)
contained within this plat (is/are) for the sole use of parcels withi.n the plat until such
time as the roadway is improved and established as a public road.
12. All vested owners shall sign and record private road documents as prescribed by the
Spokane County Engineer. These documents shall be reviewed and approved by the
Spokane County Engineer prior to recording witll the Spokane County Auditor.
Recording numbers shalll be referenced in the dedicatory language of the plat.
13. The following statement shall be placecl in the plat dedication:
"WARNING: Spokane County has no responsibility to build, improve, maintain or
otherwise service the private roads contained within or provide service to the property
described in this plat. By acc:epting this plat or subsequently by allowing a building
permit to be issued on propErty on a private road, Spokane County assumes no
obligation for said private road, and the owners hereby acknowledge that the County
has no obligation of any kjnd or nature whatsoever to esta.blish, examine, survey,
construct, alter, repair, llnprove, maintain or provide drainage or snow z-enaoval on a
private road. This requirernent is and shall run with thc land and shall be binding upon
the owner(s), their hei.rs, successors or assigns, including the obligation to participate
in the maintenance of the private road as pxovided herein."
14. The proposed subdivision shall be xmproved to the standarus set forth in Spokane
County Board of Commissioners Resolution No. 80-1592, as amended, which
resolution establishes regulltions for roads, approaches, drainage and fees in new
construction.
15. The County Engineer has examined this development proposal and has determined that
the impact of this proposal upon the existing county road system warrants the
dedication of additional right-of-way and the roadway i.mprovements hereui specified.
16. The following statement shall be placed in the final plat declicarion: "The private road as
shown hereon is an easement which provides a means of i.ngress and egxess for those
lots within the subdivision havillg frontage :Iereon."
17. The County Arterial Road Plan identifies U'n.iversity Road as a Principal arterial. The
exisring right-of-way width of 73 feet is not consistent with that specified in the Plan.
In order to implement the Arterial Road Plan, in addition to the required right-of-way
~ ~
. •
FINDINGS AND DECISI4N SP-$01-92 Page 5
dedication, a strip of propc.r-ty 13.5 feet in width along the University Road frontage
shall be set aside in reserve. This property may be acquired by Spokane Counry at the
time when arteria.l improvements are made to University Road. .
18. There may exist utilities, either underground or overhead, affecting the subject
property, including property to be ded.icatetl or set aside for future acquisition.
Spokane County assumes no financial obligation for adjustments or relocation
regarding these utilibes. Applicant(s) should check with the applicable urility pluveyor
and the Spokane County Engineer to determine whether applicant(s) or the utility is
responsible for adjustment or relocation costs and to make arrangements for any
necessary work.
COUNTY HEALTH DISTRICT CONDITIONS
1. The final plat shall be designed as indicated on the preliminary plat of record andlor any
attached sheets as noted.
2. Appropriate utility easements shall be indicated on copies of the preli_minary plat of
record for d.istribution by the Planning Department to the utility companies, Spokane
County Engineer and the Spokane Counry Health District. Written approval of the
easements by the urility coinpanies must be received prior to the submittal of the final
plat.
3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane
County.
4. Water service shall be coordinated through the Director of Utilities, Spokane County.
5. Water service shall be by an existing public water supply when approved by the
Regional Engineer (Spokane), State Department of Health.
6. Prior to filing the final plat, the sponsor sh,i! i demonstrate to the satisfacrion of the
Spokane County Health District that an adequate and potable water supply is available
to each tract of the plat.
7. Prior to filing the final Qlat, the sponsor shall present evidence that the plat lies within
the recorded service area of the water systenl proposed to serve the plat.
8. A public sewer system will be made available for the platJproject, and individual service
will be provided to each tract prior to sale. Use of individual on-site sewage disposal
systems shal.l not be authorized. The existing on-site sewage system for the house on
Tract C must be legally abandoned after the house is connected to sewer.
9. A statement shall be piaced in the dedication to the effect that: "A pubuc sewer systerrl
will be made available for the plat, and uidividual service will be provided to each tract
prior to sale. U'se of individual on-site sewage disposal systems shall not be
authorized."
10. The dedicatory language on the plat shall state: "Use of private wells and water
systems is prohibited."
11. The plat ded.ication shall contai n a statement to the effect that: "Tl1e public water
system, pursuant to the Water plan approved by county and state health authorities, the
local fire district, County Building and Safety Department and water purveyor, shal.l be
installed within this plat, and the applicant shall provide for individual domestic water
service as well as fire protection to each tract prior to sale of each tract and prior to
issuance of a building pernlit for each tract."
COUNTY UTILITIES DEFAR"I'MEo1T CONDITIONS
1. Applica.nt shall make connection to public sewer system. Sewer connection permit is
required. Plans and specifications are to be revieweei and approved by the Utilities
Departnent.
~ .
. , ♦
FINDINGS AN77 DECZSION SP-801-92 Page 6
BUILDING AND SAFE'TY DEPA~.2TM]ENT CONDI'TIONS
1. Fire flows are applicable for this proposal. The minunum fire flow and flow durarion -
for dwellings not exceecling 3600 square feet for all floors shall be 1000 G.P.M. for
thirty niinutes.
2. Hydrant location, number and type capable of delivering the required fire flow for
residential development shall be provided in accordance with required design
specifications. The average distance between hydrants shall be 600 feet and shall not
exceed 700 feet.
3. Private access roads are to be constructed substantially in accordance with Uniform Fire
Code, Article 10 Division R. Roads constructed under the direction of, and to
standards set forth by the County Engineer shall deem to provide substantially
equivalent access.
Approved the day of February , 1993.
JOHN PODERS ON
Planner 17
For: Tim Lawhead, Planrier 11
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. If you desire to file such an appeal, you must subnut a letter along with the
aPpropriate appeal fee, payable to the Spokane County Treastuer, 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.
pc: County Engineer
County Uti.litres
County Health District
County Building & Safety
Billy ivlcElroy, 2499 Wooded Acres Drive, Sagel, ID 83860
Willard Boatwright, Box 921, Post Falls, TD 83854-0921
~ • '
~
OFFICE OF THE SPOKANE COUNTY ENGINEER
811 North Jefferson, Spokane, WA 99260-0170 (509)456-3600
-SHORT PLAT REQUIREMENTS-
TO: Spokane County Planning Department, Plats Administrat"or
FROM: Division Of Engineering & Roads S Co'7T L.
DATE: December 10, 1992
SUBJECT: SP # 801 / MCELROY, BILLY
The following "Conditions of Approval" for the above referenced subdivision
are submitted to the Spokane County Planninq Department for inclusion in the
"Findings and Order" shoul8 the short plat be approved.
E 1 That conditional approval of the plat by the County Engineer is given
subject to dedication of Right-of-Way and approval of the road system as
indicated in the preliminary plat of record.
E 2 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
a final plat; road plans to be prepared under the direction of a
licensed Professional Civil Engineer.
E 3 That drainage plans and design calculations showing the alignment of
drainage facilities be submitted to the County Engineer for approval
prior to construction and/or the filing of the final plat. Drainage
plans to be prepared under the direction of a licensed Professional
Civil Engineer.
E 6 No construction work is to be performed within the existing or proposed
Public Right-of-Way until a permit has been issued by the County
Engineer. All work is subject to inspection and approval by the County
Engineer.
E12 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.
E14 A statement shall be placed in plat dedication that no direct access be
allowed from lot "B" to Universitv Road.
E19 The word "applicant" shall include the owner (s) of the property, his/her
heirs, assigns and successors.
E26 The proposed private road(s) as shown on the preliminary plat serving
two lots with no extension possible, future public Right-of-Way tract is
approved by the County Engineer.
E27 That the private road be improved to Spokane County standard for a
private road Urban/surburban standard serving two lots. Subject to
approval under section 10.207 of the Spokane County Fire Code.
E28 That the following provision be made that the following described
property be held in trust until the continuation of the private road and
the Tract "X" is deeded or dedicated: A 1 ft. strip at the ends or
edges of all private Tract "X" that terminate or border the plat
boundary.
E29 A statement shall be placed in the plat dedication that the Tract "X"
private road(s) contained within this plat is/are for the sole use of
parcels within the plat until such time as the roadway is improved and
es}ablished as a public road.
E30 All vested owners shall sign and record private road documents as
prescribed by the Spokane County Engineer. These documents shall be
reviewed and approved by the Spokane County Engineer prior to recording
with the Spokane County Auditor. Recording numbers shall be referenced
in the dedicatory language of the plat.
. „
.
,r
SHORT PLAT: # 801 / MCELROY, BILLY 2
E31 That the following statement be placed in the plat dedication: WARNING:
Spokane County has no responsibility to build, improve, maintain or
other wise service the private roads contained within or providing
service to the property described in this plat. By accepting this plat
or subsequently by allowing a building permit to be issued on property
on a private road, Spokane County assumes no obligation for said private
road and the owners hereby acknowledge that the County has no
obligation of any kind or nature whatsoever to establish, examine,
survey, construct, alter, repair, improve, maintain, provide drainage or
snow removal on a private road. This requirement is and shall run with
the land and shall be binding upon the owner, their heirs, successors or
assigns including the obligation to participate in the maintenance of
the private road as provided herein. _
E32 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 construction.
E33 The County Engineer has examined this development proposal and has
determined that the impact of this proposal upon the existing County
Road System warrants the private roadway improvements herein specified.
E35 That the following statement must be placed in the plat dedication:
"The private road as shown hereon is an easement which provides a means
of ingress and egress for those lots within the plat having frontage
thereon."
E61 The County Arterial Road plan identifies University Road as a Principal
Arterial. The existing right of wa.y width of 73 feet is not consistent
with that specified in The Plan. In order to implement the Arterial
Road Plan it is recommended that a strip of property 13.5 feet in width
along the University Road frontage be set aside in reserve. This
property may be acquired by Spokane County at the time when Arterial
Improvements are made to University Road.
E90 The applicant should be advised that there may exist utilities
either underground or overhead affecting the applicants property,
including property to be dedicated or set aside future acquisition.
Spokane County will assume no financial obligation for adjustments
or relocation regarding these utilities. The applicant should
check with the applicable utilities and Spokane County Engineer to
determine whether the applicant or utility is responsible for
adjustment or relocation costs and to make arrangements for any
necessary work.
EASYDISP V1,01 - ROAD SEGMENT INFORMATION 1
Road Number: 5012 - TJNYVERSITY RD
Start MP: 00.49 Function CIass: Principal Arterial
Endinq MP; 41,49 Rural/urban: Urban
Federal Route 4049
Pavement Shaulders
Type: Asphalt Type: Surfaced
Width (Feet 20 Lef t { Feet } : 06
# vf Lanes; 42 Right (Feet) : 08
Medians General Inforrnativrr
Type : None Curbs: Nane
Width (Feet): Sidewalks: None
PF,5 to List Road Intersectivns.
PF15 ta Enter new Segrnent.
PF 1 6 To Enter new Road.
_ , , . GURREAIT & PROJECTED TRAFFIG COUN"I`S 1
StatlDll ~ 4028
UNIVERSITY RD UNIVERSITY RD
RD # 5012 NORTH RD # 5012 SOUTH
07/28,r86 - 8,154 07/28/86 - 71131
CURRENT - 10,454 CTJRRENT - 91143
+ 5 YRS - 12,719 +5 YRS - 11,124
+ 15 Y,RS - 18,827 + 15 YRS ~ 161466
+ 20 YR,S - 221907 + 20 YRS - 20. O33
16TI3 AVE 16TH AVE
RD # 5122 EAST RD # 6122 WEST
07/28/86 - 5,241 07/28/86 - 31765
CURREIwTT - 6 , 719 CURRENT ! 41827
+ 5 YR5 - 8,175 + 5 YRS - 5,572
+15 YRS - 12,101 +15 YRS T Sr692
+ 20 YRS - 14r723 + 20 YR5 10,576
These counts are seasonally adjusted by group mean factars.
Projected counts are calculated at 4% per year.
Press <Return> ta contYnue. PF15 to Exit.
CURRENT & PROJECTED TR.AFFIC COUN'I`S 1
Station # 4037
UNIVER5ITY RD UNIVERSITY RD
RD # 5 012 * * * NC3RTH * * * RD # 5012 * * * SOLTTH * * *
07/23/86 - 1o,424 07/23/86 - 11,337
CLTRRENT - 13p372 CURREIdT - 14 , 5 43
+ 5 YRS - 16,258 + 5 YRS - 17j693
+ 15 YRS - 24efl8l + 15 YRS - 26,191
+ 20 YRS - 29,298 + 20 YRS - 31,865
8 TH AVE 8 TH. AVE
RD # 5866 EAST RD # 5866 WEST
07/23/86 - 1,,714 07/23/86 - 4r7i9
CCTRRENT - 2f 19 9 CURRENT - 6,054
+ 5 I.Ri7 ' 2.p676 + 5 Yi1S ' I 13?66
+ 15 iRS 3P961 + 15 YRS - 10f904
* 20 YRS - 4f$19 + 20 YRS - 13,255
These caunts are seasonally adjusted by group rnean factvrs.
Froj ectecl caunts are calculated at 4% per year.
Press <Return> tv continue. PF16 to Exit,
CURRENT & PROJECTED TRAFFIC COUNTS 1
Station ~ 4037
UNIVERSITY RD UNIVERS'I'TY RD
RD °-NOR'FH-u*-* RD # 5012 * SOUTH
07/23/86 - 10,424 07/23/86 - l1r337
CUR.RENT - 13,372 CURRENT - 14,543
+ 5 YRS - 16,268 + 5 YRS - 17,693
+ 15 YRS - 24rO81 # 15 YRS ! 26,191
t20 YRS - 29,298 + 20 YRS - 31f865
8TH AVE STH AVE
RD # 5866 EAST RD # 5866 WEST
07/23/86 _ 1r714 07/23/86 - 4f7l9
CURRENT - 2,I99 CURRENT - 6,054
+ 5 YRS - 2,676 + 5 YRS - 7,366
+ 15 YRS ~ 3,961 + 15 YRS - 10,904
+ 20 YRS - 4,819 + 20 YRS - 13r266
These counts are seasonally adjusted by graup mean factors.
Projected counts are calculated at 4% per year.
Press <Return> to continue. FF16 to Exit.
r , _ .
,
S P O K A N E i3,~ C O U N T Y
OFFICE OF THE COUNTY ENGI~~JEER • A DNISION OF THE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
AGREEMENT TO PAY FEES
ENGINEEI'Z'S AGREEMENT NUMBER i~
This agreement between Spokane Counry and
~n~me oC per~n~ ~
whose interest in the project is ~ C~ f'J .
T eni, eEc.)
is entered into this ~ da. 19 93 . This agre ement is applicable to the project
known as: „ ,
~ 3 G~~iv~ysi .
tpraJea auaress or tuename ac ine numoer) I -
That the individuals and parties named herein as having an interest in the above described property or
project agree to the following:
l. Reimburse Spokane County for project review and inspection fees as specified in :
Board of County Commissioner's Resolution 80-1592 attachment C, as amended.
The fees will be based on actual salary costs incurred by Spokane County for project
reviews and / or inspections plus a ten percent administrative charge, and will be
billed monthly as accrued.
2. The undersigned agrees that these fees are duc and payable upon receipt of the
billing as specified above. The monthly billing shouid be sent to the attention of:
NAME: ~~y i~~C ~O y
_ ~ •
ADDRESS:'
' CIT'Y, STATE: ZIP CODE: 9 9 a I L
PHONE ~ C~
I understand that failure to pay these fees may result in delay in complet•ion ot approval of the project or
other possible sanctions.
SIGNATURE By:
(PRINT N
RETURN YELLOWACOPY TO SPOKANE C UNTY ENGINEERS
~Nk~g~flagreemen.fee' 4026 Broadway Ave. Spokane, WA 99260-0170 (509) 456-3600 FAX (509) 456-4715 ,
RECEIPT SUMMARY
TRANSACTION NUMBER: T9300778 DATE: 05/19/93
APPLICANT: CURRY, GORDON PHONE=
ADDRESS: 14313 E TRENT AVE
SPOKANE WA 99216
CONTACT NAME: GORDON CURRY PHONE=
TRANSACTION: PRELIMINARY FINAL PLAT
DOCUMENT ID: 1) SP-801 2) 3)
4) 5) 6)
COMMENTS: JACK L& BILLY B MCELROY
FEE & PAYMENT SUMMARY
TTEM DESCRIPTION QUANTITY FEE AMOUNT
PRELIMINARY PLATS: FINAL 1 100.00
TOTAL DUE _ 100.00
TOTAL PAID= 100.00
BALANCE OWING= .00
PAYNENT DATE RECEIPT# CHECK# PAYMEN'1' AMOUNT
05/19/93 00004115 1001 100.00
PROCESSED BY: WENDEL, GLORIA
PRINTED BY: WENDEL, GLORIA
THANK YOU
- I
1 15,..` ~ k. f&A
_ . i'~i~.`.7~:.:"~.~~t ~ ~ 1 t~:"" ~ ,~`i"'i~'~ ~ i.JE~+9 .l~, 4 i~y P•i ~ i~
+..a.~'~ .t 9 f f-i~ \0~- ~~ti' 4 ;~i ~L~ 1 S . l~~«~ ~ L.
~.ii-t ?t ~ ~4:~~ 1~.. ,f ~,,..1__' = ~ :1. ~ . :f ~4,
}...t... ~
i ~5- OD ~f:~ ~ ~4
11 of 1- 1 1E ~ i ~.=~C_~OV; h E ac>w-.t~>:~~t~ ►9
~^a j l! ~ r A I'"` !
t...n s : e.~ ~.1a~}.k ~tr.0'ti..r~. ~ _ ~ik.~ F•~~~:~..~o C. ~4~}-._t~?;~r
. 0. , 1 l ~ 'i ~ L-.j`.. Jt~>`b ~a m ,
i . ~ 9 t ~.7 i 1'`~:i~ ~ F-~7 rr'd'~ ~L.?'' . I A C Pv;
3 14 Fl El t'
.r i 000000 ~~i~:~:.~,. ~ ~ ~ 2 ~7~ ~ ~~~5 ~t;S a.~
La r~
¢Wai}=rKRE► S' 13; ° f~} 2 F'Fet..!FO „ 0000
e_AWAL_ Q a' :i. 6°.;'d `t Zv a'-! J p 'I t..,~. S_Yy j 2 p....1 €RF~ W I e;tx) r ~F7 W Li i.iFO' l.JF N%J i. 14 Gk'.-
L.)WK Of CY v~...9hAl f1'~
n r
c-r Z.
i " i 1~~~L... 'i~~ 1 ~°L...a.i a.~i..~[~i°- 1"lI`-, t.t~~'
n . ~ iiEE i"'u..lca
1~ ~ L-~ _I ~A Y ~ 'l
F !!*ki{''Y.e._. ~ a..~ f ~ ! {.Y O 1 / f,1~J, : ~ l•! r 1 ,
J. ~ :s. 1 •J
':4iG'- F Y 0
1 Y-i A€~ i:~ f,» J. '0
i X n i%i') t 1;.'. T F\1 °e P!'Z 1 CE s
Y AY- W". 9 L / A y C 114 FJ 9 0 [ RA'14f e P( \ .t i..: E.~ ui
i011 4~~0 _...S:a1 L.1iN I .i i=t i C i.{_. ati.~ ; d_'7 6 ~C) 9V
~ ii, i.; \~iS~t~ o i'7 ~~~',~F"bP~.e'.~~~ ii ~~~E~1 ~..J f_~i.ZF~~i-l .1 n .f. i~~~•4
..e........,....._....,....»~,.....«....,~...........-...~...... {t.»+C....~'~..!-~"~ . . I.~ ~ ~g~. r'~ ~e~»., _`~~1~ _._s.~_........-..........._
S ~f. °~k.~~-•i!- -~s~t~.k~... ~ 8 .-t ...;,.}t°.
a1_ _ t i Y i a. r_.~ I ~ ' c..i ~ i!• » k ~~L e } « t. . sD o ~ : ~4 h; I._ i.". 1. ' 7
~ ? .i ~ F !`v` % n... 4 ti! C: r' i , ; F° ~•..'g
,t. t"io'•" q Ea1. T I . i' .1111 _i.% .~(_!Oi~. U f ~I ~f~~: i F
~ ~'i r ~ ° : : i„) 4 ~ ~ ~ ~ •.'y f i E4I
G S
i . t. f t.
+ ` . E..1 , i. ~ t k b, f' . ~ . : 9
l iDMi~.:.SS E{: 13,0; 1 j4 hak. C M- I tiI -ri
F )OF" t i1 101 MOM:
1, Ull i VE.!°°iS -17 ~a 'R f"le:? S
E-. ; ;s ; F; t. t 1, .°-o X 7) .1. S Fa 1 ..V f ° 0.) V ~ 0 c: 7 ~•i ~~..1 C; t i e )
k,., n . t: r°• c cr ~ ~
~ ~~,;o J. e~; f' b°~ e.t,} 1 E k°. e : -~-ptW~~~~ - e.•
^ 1 '1 t~ . . - . . ..1 ~ r 3 . i r;°: g . , _ ~ ~f~~~ e ~ . r~ s'.:. ~--z 1. ~ _ . .
Pl!S,''~..~i5 1 -k'i'US 100hi' i' { [ly PURPOSE.:.7 FMOY
:00 i'I 1 ' _!T' 1 I) 1_. I I ' ♦ -ti • 9 '..g.f Ee{_..;iJ~~ 'y d "1'!"! i! i s-•I~_i f~ ~ fr: V~• p e n I•°~..) t.•
't i' C~:. 3~ 0~. {~.t... ~a° r. ~ D
_
,
a~~w°.!~,'s~~ i - . E=a
F IM A L. 0 i k ~ , . f:':, , jt ?i,) 102 ~ Y Jt,;?f 3 t ) 7 C) i D
. .
aF !i G'.f`iF" -f 113 N7E; ° gotisn 100
1 A » A 131_ ir
: "P_... , 110 _ Ai EE p 1. i-.i f o 1 R 4 W ' ` R . c ~
,
o . ~a~ ° i; : • . . c:_
l~ , - 1; . . t ~rD" i ~ .
•
: i
Ev?3'. t`BGO 00313 1 ~ ~pq i iV i C J. :Y ~'z ! 0 r"9
3G.AY.ti:: (..»:44 u k'3SM Uti0f111tk1n L M,~
. » . ~ft.-~~~,:L~. t~~1.: ' a } .$s Dt.~ ~.~.~~;Cq~;~I.~t s, 0..~~~ d.~!" i { w.~b..,~: i~
.e \i...F,. ~
c.~ (.~i"~. :a E.~ ~ Y i.,4~'~ { ~~f ~'a;" • 94 RE 1~ G°~~`e~.s~:M._.'.. . r:!,.: ~'i~'~_3 l~:.~'~2
, F r' i j_~,. . - .~~'j_°r t:s
• . ,..4{~` E._
C (M. 1 F".~~ `.j~:.Y~~>:ry lyi p ~ Fi 'a ' ~.f i r. i i S._ ~ 0 r :
~~f~ n o • ~_l~- .D_"' 1 •.:?r 17
4:.
~ ~.`..y~. ,.~~"yJ°~ j a ra i j~,^'~s j • I,'p-
o ~r'
r locv^f 1~kj a 'ti ? ~ ri `-f v°i
j=14~~ ~ , ._~q-^ c_t~~~..~d``~u~ : ~At~'-'9 r } .!•.:1i..b ~ „
f b)(1' ~ FO, E: %1 ol 4,.! a
I`{ ~ ~A~'D~7 n tF~
r~~ t
P~ Loa b 000000 `,'".3 D E~D~.~1J,
z•'r u::'.'r : I WE . `iFst) 'o' F, x t ► 1131 It I iV D :l 4" C> C, T PF=tOr= u C; z~> F°h (c)
J - 5-44 P.j 1 /4 OF RJ 1 m L1 t: 001 d 4 f~ X t::: F' 40i i C 2 J
'rc J if) 1 0-9";-iEr-i f:Y; IR xl4-E-I"" 1(:;;u
~y ciEm -r oA
1"1 ~?If_. i-~`•.ri`~~~~ a 1 ~ er~'u,' q 12i ) 0
T 1' t!h .M
1H J., (V'f ~ ~w~t•..7' ~ 7 .1~1 ~~YPl~ a ~...~i..~ a
E) P`S i E: ° 1. M " ; PRHM; c L:. «
A4_S Cqi.D. i. f .j11; l i R ~6 Cl 1 4i' . f..19 9
: ~'AGE
~~3 vo~. 14 t~ U :9
lh DAt9: cl Par~~ 7 ~
AoadNamaMo:
Purposa: C
~c.- ~
'ropared By: es RF0 l! r. - - ~
REq By:*(twid Oev) 5A Id
ROFFICE, .~UL 19
'iNTC ~
~l , r r'; \O', I f,
` 3U'7O~Uf~~~ NOTIC~ 1O1II~ 1'UI3LIC cju ,dT r, riasw.
src.,.
RID WAIVEIZ AGREEMENT nND COVCNnNrI, 7'O CONS'I'RUC'I, IZOnD nND DEDICATE
FUTURE PUBLIC RIGHT OF WAY 'I O COUNTY:
KNOW ALL MCN BY THESE PRESEN"1'S, That Billy McI:lroy ancl .fack McElroy, being the owners
of the following described lands in consideration of Mulual 13enefits to be hereafter derived do for
themselves, their heirs, grantees and assigns, Iiereby agrec; lo:
Construct a road, when so directcd by the Spokane Couiity F-nbineer, to serve the lands
herein described in accordance with the adoptecf County roacl slancfards for future public
rigllt of way Tract X.
Said roacl sllall be contained in Lhe following clescribed right of way:
That portion of the Northwest Quar-ter• (NW 1/4) oF lhc Soutllwest Quarler (SW 1/4) of
the Southwest Quarter (SW 1/4) clescribed as follows;
The North 30 feet of the South 247 feet; EXCrI'T the Cast 300 feet.
I..ocated in Section 21, Township 25 North, Rangc 44 Lasl, W.M.
Deliver to Spokane County a properly signed a»d executed [Zight of Way Deed ccsvering
said right of way to accomiYiodate 1 future Couiity Roacl to be constructed by a County
Road Imp.rovement District (RID) in accordance wilh 1pproved County road standards.
Authorize Spoka»e County to place their names on a pelilion for the formation of a Road
Improvement District (RID) by the petition niethocl pursuant to Cnapter 36.88 RCW,
which petition includes the owners property, and furllier nol to object, by the signing of
a ballot, or ilot to protest the formation oF R1D by the resolution method pursuant to
C"aptLr 36.38 RrW, which resol_Ut;oll iiicltidPs the nwnci-s property. If e RID iC fnrll1ed
by either the petition or resolution melhod, as proviclecl i'or in Chapter 36.8$ RCW, the
owners or successors further agree: (1) that llle improvements ar conslruction
contemplated within the proposeci IZID are reasiblc, (2) that lhe benefils to be derived
from the formation or the RID by llie properly incluclecl tlIcrcill, together with the amount
of any County participation, excEe(is the cost and expense of formation of the RID, and
(3) that the property wilhiii the proposecl RII) is sulTicicntly developed. Provided,
further, the owners or successors shall retain the ribht, as authorizeci under RCW
36.88.090, to object to any assessnleiits on thc propcrly <<s a result of thc improvements
C1lled fOt 111 COI1jllllCtlOll Wllil Ll1C 10t'lllall011 Of a IZII) by CIIIICf llle OefILl011 O1" TESfdlUtlOll
I1lElIlOd uncfer Chapter 36.88 RCW all(l f0 appC1I lU llic SuI)erior Courfi lhe clecision of
the Board of County Conimissioners aftirminb tlle f'iiial assessment roll.
Timing of the fori»ation of said 1ZID or other roilcl improvement project shall be
determined by Spokane COu»ty consislent with RCW 36.88. The street improvement
authorized by the Rid or other improvement prujert shall call ior the improveme►it of
Tract "X" and its immecliate street system to at least thc l»iniinum Spokane County Road
standards applicable to Tract "X" ancl the immecliace street system at the time the Rid,
or other road improveiiient projECt is constructecl. lr a majority of lhe property owners
desire a higher standard of construction, e.g., gutters, undergrounrl c~rainage, etc., that
stanclard shall prevail.
Any buildiiig construcled oii any parcel aUuttin(I r1'r<<ct "X" SI1alI bL Set b1Ck fl'0111 the
TTc1Ct "X" bounclary by thal dista11CE whICh CqUalS 1hC SLl baek requiremeiits of the 7one.
The RID waiver coiitinued in tllis aurcenient sliall expire after ten (10) years from the
date of execution below. NoNvever', aL tlle expiration clatc tlie owners or successors agree
to construct the requirecl improvements at their own expcnse; pay lo Spokane County the
then estimated cost of the requirecl improvei»ents to cnable the County to complete the
same; oz furnish a bond or olher seeure nietllocl suil,tble lo the Counly, pr-oviding for or
SeCLICltlg l0 tllC COllllf_y L{le ?rRlt1l COI1Clt't►Ct1011 Uf lI1L Illll)1'l)VCIllE111S. ,
.1 :J L . g Y • / . I J 1 1 i 'J L. . v v
Spokane County has no xesponsibility to build, improve, maintaul or olherwise service
the private roads contained within or providing scrvicc to tlle lands herein described. By
allowing a builcling permit to be issued on property oii a private road, Spokane County
assumes no obligations for said private road and the owners hereby acknowledge that the
County has no obligation of any kind or nature whatsoever lo establish, examine, survey,
construct, alter, repair, improve, maintaiii, provide clrainage or snow removal on a
private road.
The above conditions and covenant apply to the following clescribed property: Assessor's Parcel No. 45213.9072.
That portion of the Northwest Qulrler (NW 1/4) of the Southwest Quarter (SW 1/4), of
the Southwest Quarter (SW 1/4).
EXCEPT the East 400 feet and except the South 217 I'eel and except the North 205 feet,
in Section 21, Township 25 North, Range 44 East W.M., aiid, except University Road,
and, '
Also Assessoi-'s Parcel No. 45213.9196.
The North 175 feet of tlle South 392, feet of the West 100 feet of the East 400 feet of the
Northwest Quarter (NW 1/4) of tlle Southwest Quarter (SW 1/4) of the Southwest
Quarter (S W 1 /4) .
Located in Section 21, Township 25 North, Range 44 East, VV.M., in Spokane County, Washington.
Tne undersigned owners, their heirs, successors or assigns hereUy release Spokane County, and all its
officers, employees and agents from any responsibility or liabilily for any damage whatsoever to the
hereinabove descriUed lands and improvements thereon as a result of allowing a building permit to be
1ssu;,d O:t Frop: i iY wh1Ci1 1S Si:f'vi;ii ~'J j% a pi'iL'alC; r:laii.
ThESe IeC1U11'el1lE(1tS c1rE af1d SI11l1 TUII W1tIl t11e la11d a11C1 Sllall vC b111CI111g UpOIl tlle OW(lel"S, their heirs,
successors or assigiis.
IN WIT SS WHERCOr, We have hereunto set our hancis ancl seals this -Z ~ day of
1993.
,~~t► ,Q ~'~''1 ~ ~~u_
, ~ . .
~
Bl LLY I3. McELROY,
NCRSONAL REPRESENTATIVE
Edith N4. Nl1cElroy Estate
• G~ ~
k~K L. NkELROY,
RESIDCN"I, AGENT
Allorilev for tl~P Fst:~t~
. -
of Eclith M. McLlroy
STATE Or WASHINGTON ) COUNTY OF SPOKANE ) ss
On this day personally appeared before iiie Billy B. McElroy ancl Jack L. McElroy personally known
to me to be the individuals who executed the foregoing inslrumciil and acknowledged the said instrument
to be the free and voluntary act and deed of said inclividuals, for the uses and purposes therein
mentioned.
Given under my .hand,and seal this ~210 clay o 1993.
/
,
~Nota(y Public in and for the tate o
. ~ Washinglon, residing at Spokane.
~ ~ • cnginccrlwpdc.iclrof'wnylwcslmclrynol.llbt
, . . . , . .
. _ _ ~ , • n •t
. , ` • ~
ln 4ate: 3 Parc6t 13. 40 72 4~5:2 ~ 3. q.j ~ b Yoi. 14 5 5 pAGF b U `J
Road NamalNo: f tLE 0 OR
Purposa. SP I . .
'tQpared 8y: R✓cs 1-4-A~ o~ REpUES ~
Reg..BY: (Lwid Dev) - J g~ 19 f~
rlNTE-ROFFICE, uL
,
:r, NO. 1
9307090650 N ~uo~ ~ o~
- OTICE TO THE P U B L I C SPOKANE, cavN.~y, w A S H.
RID WAIVER AGREEMENT AND COVENANT TO CONSTRUCT. ROAD AND DEDICATE -
FUTURE PUBLIC RIGHT OF WAY TO COUNTY:
KNOW ALL MEN BY THFSE PRESENTS, That Billy McElroy and Jack McElroy, being the owners
of the following described lands in consideration of Mutual Benefits to be hereafter derived do for
themselves, their heirs,,grantees and assigns, hereby agree to:
Construct a road, when so directed by the Spokane County Engineer, to serve the lands
herein described in accordance with the adopted Cou,lty road standards for future public
right of way Tract X.
Said road shall be contained in the following descri,b,ed raght of way:
r r '
. ,
- ~ That portion of the Northwest Quarter (NW 1/4) of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) described as follows; The North 30 feet of the South 247 feet; EXCEPT the East 300 feet.
. . , , ,
Located in Section.21, Township 25 North, Range 44 East, W.M.
Deliver to Spokane County a properly signed a►ld executed Right of Way Deed cavering .
said right of way to accommodate a future County Road to be constructed by a Cou:ity
Road Improvement District (RID) in accordance with approved County road standards.
Authorize Spokane County to place their names on a petition for the formation of a Road
Improvement District (RID) by tlle petition method pursuant to Chapter 36.88 RCW,
which petition includes the owners property, and fiirther not to object, by the signing of
a ballot, or not to protest the formation of RID by the resolution method pursuant to
Ch=ca-ter 36.88 RCW, which resolt!tion :ncludPs the owners property. If a RID is fn-rmed
by either the -petition or resolution method, as provided for in Chapter 36.88 RCW, the
owners or successors further agree: (1) that the improve,nents or construction
contemplated within the proposed RID are feasible, (2) that the benefits to be derived
from the formation of the RID by the property included therein, together with the amount
of any Coullty participation, exceeds the cost and expense of formation of the RID, and
(3) that the property within the proposed RID is sufficiently developed. Provided,
further, the owners or successors shall retain the right, as authorized under RCW
36.88.090, to object to any assessme»ts on" the property as a result of the improvements
called for icl conjunction with the formation of a RID by either the petition or resolution metliod under Chapter 36..88 RCW and to appeal to the Superior Court the decision of
the Board of County Coinmissioners affirmi,ng the final assessment roll. .
Timing af the formation of said RID or ot}ier road iinprovement project shall be
determined by Spokane County consistent with RCW 36.88. The street improvement
. authorized by the Rid or other improvement project shall call for the improvement of .
Tract "X" and its immediate street system to at IeasC the minimum Spokane County Road
sta.ndards applicable to Tract "X" aild the immediate street system at the time the Rid,
. or other road improvement project is constructed., If a majority of the property owners
desire a higher standard of construction, e.g., gutters, underground drainage, etc., that
standard shall prevail. . Any building constructed on any parcel abutti»b Tract "X" shall be set, back from the ,
Tract "X" boundary by that distance which equals the set back reqilirements of the zone.
The RID waiver continued in this agreement shall expire after ten (10) years from the
date 'of execution below. However, at the expiration date the owners or successors agree
to construct the required improvements at their own expense; pay to Spokane County the
then estimated cost of tlle required improveiiients to enable the County to complete the
same; or furnish a bond or other secure method suitable to the County, providing for or
securing to the county the actual construction of.the improvemenp.e
, , .
. ,
~
r.,..,.,.~ L., VuIIu, improve, maintain or otherwise ser`vice ~
. tne private roads contained within or providing service to the lands herein described. By
allowing a building permit to be issued on property on a private road, Spakane County
assumes no obligations for said privat~ road and the owners hereby acknowledge that the
County has no obligation of any kind or nature whatsoever to establish, examine, survey,
construct, alter, repair, improve, maintain, provide drainage or snow removal on' a
private road. ,
The above conditions and covenant apply to the following described property: Assessor's Parcel No. 45213.9072.
That portion of the Northwest Quarter (NW 1/4) of tlie Southwest Quarter (SW 1/4), of
the Southwest Quarter (SW 114). EXCEPT the East 400 feet and except the South 217 feet and except the North 205 feet,
in Section 21, Township 25 North, Range 44 East W.M., and, except University Road,
and, ,
Also Assessor's Parcel No. 45213.9196. - . .
The North 175 feet of the South 392 feet of the West 100 feet of the East 400 feet of the .
Northwest Quarter (NW 1!4) of the Southwest Quarter (SW 1/4) of the Southwest
Quarter (S VN 1 /4) . Located in Section 21, Township 25 North, Range 44 East, W.M., in Spokane County, Washington.
The undersigned owners, their heiXS, successors or assigns hereby release Spokane County, and a11 its
officers, employees and agents from any responsibility.or liability for any damage whatsoever to the
hereinabove described lands and improvements thereon as a result of allowing a building permit to be
issu;d cn prop%erty.which- is served by-a piivate road. These requirements are and shall run with the land and shall be binding'upon the owners, their heirs,
successors or assigns. _ IN WIT S WHEREOF, We have hereunto set our hands and seals this -Z9 day of
1993. . Q ~ .
x ~ -
' BILLY B. McELROY, ~
PERSONAL REPRESENTATIVE
Edith M. McEiroy Estate . .
- L. McELROY,
RESIDENT AGENT
Attor. ney for tbe Estate
of Edith M. McElroy
STATE OF WASHINGTON ) .
COUNTY OF SPOKANE ) ss ' On this day personally appeared before me Billy B. McElroy and Jack L. McElroy personally known
to me to be the individuals who executed the foregoing instrument and acknowledged the said instrument
to be the free and voluntary act and deed of said individuals, 'for the uses and purposes therein
mentioned. Given under my hand and seal this day , 1993. y'
,
. i a.j ~i.
1 F'"• t" ; S ► i"~ '
. ' . , _ 1~ . 1 • n t
• . , ' • . . - - - / ' -
"t L ~ -e"'Notal~ Public in and for the'-~te o~--
' - - , Washington, residing at Spokane.
r
engineerlwpdoclrofwuylwcs\mclrynot.llbt -
t._.. . ,
, I}~ ~;i I }
S 1~ OK A N:1= .o ` ,-,,T C O 'U N T Y
PL,A\TNING DEPARI'MEN1' WALLIS D. f iUBBARD, DIREC7'OR
MENI4RANDUM
TO: Spokane County Division of Engineering and Roads
Spokane County Division of Buildings
Spokane County Division of Utilities
Spokane Counry Health District
Fire District # 1
Model Zrrigation Distrirc
Central Valley School District
FROM: Thomas Veljic, Planner I~ ,
~
DATE: June 9, 1993 ~
SUBJECT: Final Short Plat SP-801-93
~
Enclosed find copies of the above referenced final plat. Please review and forward any
com_ments by rune 23, 1993. Yf you have any questions you may contact me at 456-2205.
Please direct your written comments to Thomas Veljic. ~
Thank you.
sam
Enclosure
c: Billy McElroy, 2499 Wooded Acres Drive, Sagel, ID 83860
4VEST 1026 BROADWAY AVF.NliE • S4'O}:ANE, WAS}-IINGTON 99260-0240 • (509) 456-2205
, VAItIANCE # APPLICANTS NAME~ G l C~~~-SJ
~ y
BLDG #
ADDRESS ~'¢9
~ O f MAILING _
OTHCR #
s at T 94;~ , R -4~ At-,ftC-S .S~ GP-r- C , g'a?c5c
, ~n
PARCEL # ~ 7 O 7. ~ PHONE - HOMF a O~- 0 93 3E
ROAD NAME '/,''rC G PHONE - WORK 9;;L V C "C1
~IZ ~ .
~
The following documents are needed before tbe Spokane Counry Engineer's Department can begin processing your
variance or building applicatioo as approved. (509) 456-3600
'X~ AGREEMENT TO PAY FEES have been collected.
r
~ RECORDED COP'Y OF DEED, DEED OF TRUST, coatract or conve ing instrument. These may be
obtained from the County Auditor, 2nd flour of the Couribouse. --C fP (a- f _
k LEGAL DESCRIP'IZON of your access easement. aC~r "P~'~
A LISTING OF NAMES of individuals who will be signing the documents. These individual names-
should appear as tbe person(s) legally sign the'v dame.
/
( A CURRENT ASSESSOR'S MAP which depicts the location of your property.
OWNERSHIP MICRO-RiJN. These may be obtained from the County Assessors, lst floor, of the
Courthouse, Jefferson entrance, 2nd door on the left.
The necessary documents will be prepared by the Engineer"s Departmeut, Right-of-Way Section, upon provision of
the information noted above. You will be notified when the documents are ready for signature. The documents may
be sent to you, however, IT SHOULD BE N4TED THAT ALL SIGNATURES MUST BE NOTARIZED. Tbe
Engineer's Department does have notaries available if you choose to sign the documents at our office.
Please call when ready Please mail when ready
Notice to Public Right-of-Way
~~17-
COMMEN'IS .
Ri ht-of_WaY Agent ~ Forward to You from
g
' k\p\f\notioe.192
sp801 plat laouncir,y 5-12--94 Dp Bo
AUTO %NVEfdSE
SYART 2883P.86032 2040o 04407 14
14 INV N 0 13 47.0 E 2440 BE00 ;128o 79.~~5 2041. 0`58g 15
bJ 11VV N 87 47 48e 0 E 226o (000 3129.39098 2267a(2481 16
16 INV 5 0 13 17n 0 W 70v 1900 30590 20151 2267. 453E0 17
1I Y NV N 8 7 54 54.0 IE 1 000 0000 3059.134986 e::367. 45.g49 18
18 INV 5 0 13 17o 0 W 175m ~~00 `884a 35117 23660 777;0 19
19 INV 5 89 54 54.0 W 32bo 71300 28830 86E4~ 20400 04766 20
LAT R nEF{ -0o 00613 -Q►. 00359
20 HCL05E S 30 20 25a 1 W 0.0071 288vo 86034 2040. 04407 14
PREC = 1 TO 16090E3 flrea = 73049a 26 sq ft 1.67698 ac
FR0M ANGLE D I ST NORTH EAST 1'0
PR
AUTO I hlVERSE
START 2884 0 351 2 7 2v660 7?'73Qi 19
19 INV S 87 54 54u 0 bV 326s 7300 2883. 86645 e.:~~40n 04(66 20
20 INV N 0 13 47.0 E 30.0000 29130 86621 20400 9.6?'94 21
21 INV IV 89 54 54.0 E 3`Ga 7.SIZ10 2914.35093 23E+E+. 897J8 2a-_'
22 INV S 0 13 17.0 W ;0o 0000 2884.35115 2366.78166 23
F RQM ANGLE DI S1' NORTH EAST TO
TRACT X AREA
AUTO IRlVERSE
S'fART 2884.35117 23660 7773Qt 19
19 INV S 89 54 54o 0 4J 326. 7300 288; 0 86645 20400 047~~ 20
20 I NV N 0 13 47.0 E: 30.0000 291 30 86621 2040o g6794 21
21 INV N 89 54 54a 0 E 3260 7~~0 2914. 35093 2366. 89758 22
22 I h!V S 0 1 6- 17.0 W 30.0000 2884.35115 2366.78166 2;
LAT & llEP 0.00002 -0. 0043b
23 HCI_OSE N 89 46 28o 0 W 0.0044 `884. 35117 23660 777s0 19
F'REC = 1 TO 163513 Ar-ea = 98010 8c sq ft 0.22502 ac
FFZOM ANGLE D I ST iVC?RTH EAS1" T'tJ
AREA LOT B
AUTQ INVERSE
START 29130 £36621 20400 16794 21
21 I NV N 0 13 43Q E E 107. 4600 3021.32535 2040a 59701 24
24 g NV 6V 89 49 48.0 E 1`5. 0000 3021.69624 2165. 59646 25
25 x NV 5 0 13 47.0 W 107o 6400 2914. 0571 0 216 5. 16489 26
26 INV S 89 54 54.0 W 125.0000 2913.87166 2040. 1E►JQrs'r 27
LAT & DEFI -Q+. 00545 0.00292
27 NCLOSE 5 28 09 48m 1 E 0.0062 29130 8E621 2040. 16794a 21
F'REC = 9. TO 75245 Area = 134420 99 sq ft 0.30861 ac
FROhi ANGI_E D I ST NORTH ERS1' TQ
F' R
START 31280 71 8,305 2041.02581 15
FR0M ANGLE D g ST NOR1"H EAS1" TO
LOT A SIDELINES
wu-ro INVERSE
-IE~~~~f# START ' .50210 32J3J 2040.59701 24
i ~
, i
,
# # # ~ ~F T A R T 21l.1 5o J J 4.' 46 •L. ~
25 I IVV 6~ 13 47.0 E 107.4000
~ 1~'9 0 095~7 l~~ o~+~'7~7 ~8
28 INV N 89 49 48.0 E 101.7000 ;1`90 ;9712 2267.72662 31
31 INV S 0 1%3 17.0 W 21 5n 1900 2914.20873 2266.89514 3;
a.'. 1 NV S 8 9 5 4 J 4. 0 W 101.7300 L-914. 05781 2165.16525 ~i3
33 INV N 0 13 47.0 E 107o 6400 3021. 69694 21630 596£32 34
LAT & DEP -00 00Q)71 --0o 000a6
34 HCL05E 5 26 59 5co La W 0.0008 ;02f o69624 2165.59646 25
FIREC = 1 TO 797366 Ar,ea =21879p 9b sq fi; 0.50229 ac
FROM ARIGLE D I ST NORTI-I EAST TO
LQT D AREA -
AUTO INVERSE
STAFtT :'914o 20673 "66. 89514 32
32 I IVV h! 89 54 54e0 E l00a0000 2914.35708 213566o C39J0..~' 3..~J
35 1 NV N 0 13 17o 0 E 145.0000 ~.'10J9n 35600 2367. 4JJ.J0 . ~.°~6
36 bNV ..7 89 54 Jf"f o0 W 100o0000 3059.20765 22,67o "PJJ"7 L 37
37 J. (4 V a 0 13 17.0 W 145•0SC.00K.0 V. 9 1`? u 4.. 0C_ ` 2- C+ h• 8 9.J J. 4 38
2914.20873 2266.89514 32
N0 CLC]SURE ERROR Ar,ea = 144990 79 sq ft 0o ; s287 ar_
~ Ca T P1 1 1 t.'fa ~ _ -~s • ~ +s i .z r. w.-r. • r ~ r^ r..'A l. .L C n rA 4 '7 !SS
~
FROM ANGLE DZST hlORTH EAST TD
SP 801 F'LAT ROUNDRY 6--9--93 D. B.
AUTO INVERSE
STtaRT 2883. 86032 2040. @44Qi7 14
14 I NV hf 0 13 47.0 E 244. 8000 3128.65835 `041. 025J7 15
15 I NV N 89 49 48.0 E 226.7000 31 29. 33098 2*267. 72457 16
16 I N V S 0 13 17.0 W 70.1900 3059.14151 2267.45336 17
17 I NV N 89 54 54.0 E 100. 0@00 ;059. c8966 23E7. 45;:'S 18
18 TNV s 0 13 17.0 W 17v. ~000 2884. ?91 17 `366. 7770h 19
19 I NV S 89 54 54.0 W 326.7300 2883. 8064~ 2040. 04742 20
LAT & DEF' 0.05387 -0. 00s35
20 HCLQSE tV 3 33 28.0 W 0.0540 2883. BEtZi32 2040. 04407 14
F'REC = 1 TO 21186 Area = 73049.26 sq ft 1.67698 ac
FROM ANGLE DIST IVORTH EAST TO
F'LAT BOUND RY W I TH D I STANCE ADJUSTED OtJ WEST L I NE
AUTO I NVERSE -
START 2883. 86032 2040. 04407 14
14 I IVV IV 0 13 47.0 E 244. 850Q► 31 28. 70835 2041. 02577 15
15 I NV N 89 49 48.0 E 2:'6. 7000 3129.38098 22E'7. 72477 16
16 I h!V S 0 13 17.0 W 70.1900 3059. 191 51 `L67. 45356 17
17 I NV N 89 54 54.0 E 1 00. 0000 30 59. 33986 2367. 45345 18
18 T NV S 0 13 17.0 W 175. 0000 2884. 341 17 23E6 . 77726 19
19 I NV S 89 54 54.0 W 326. 7300 2883.85645 `040. 04762 20
LAT & DEF' 0.00387 --0. 003JJ
hiCLQSE iV 4~ ~3 ~3. 3 W 0.0052 2883. 86032 2040.04407 14
PREC = 1 TO 217846 Ar,ea _73049.26 sq ft 1.67698 ac
FROM ANGLE DIST NORTM EAST TO
SP 801SW 1/ 4 SW 1/4 21--25-44 6-8--93 D.P.
AUTO INVERSE
START 2000. 00000 2000. 00000 1
1 I NV N 0 13 47.0 E 1333.6100 3333. 59928 20iZt5. 34b97 2
2 T NV N 89 49 48.0 E 1326.3400 3337. 53461 3331.68114 3
3 I IVV S 0 12 48.0 W 1337.5400 `~00. 00388 3326 . 70099 4
4 INV IV 90 00 00. Q1 W 1326.7000 2000.00388 c0Qi0. 00099 5
LAT & DEP -0. 00388 -0. 00099
5 NCL.OSE S 14 21 16.7 W 0.0040 200~'cl. 0O000 2000. 00000 1
PREC = 1 TO 1330547 Area = 1771 637. 71 sq ft 40.67121 ac
FROM ANGLE DIST NORTH EAST TO
AUTO INVERSE
START 2000. 00000 200Q►. 00000 1
1 INV iJ 0 13 47.0 E 666. 8100 26E6. 804E4 200`. E7351 6
E I NV N 0 13 47.0 E 6E6. 8000 3333. 59928 2@05. 34697 2
2 INV N 89 49 48.0 E 6b3. 17@0 3335. 5E+694 2G6B■ J140J 7
7 INV N 89 49 48.0 E 663, 1700 3337. 534E+1 3331. E8114 3
3 INV S 0 12 48.0 W 668. 7700 26E8. 76924 33`9. 19106 8
8 I NV S 0 12 48.0 W 668.7700 :000. 003Bg 3326.70099 4
4 INV N 90 00 00.0 W E63. 3500 `000. 00388 2E63. 35099 9
9 I NV IV 90 00 00.0 W 663.3500 cQ10Qt. 00;88 2000.00099 5
5 I NV S 14 21 16.7 W 0.0040 2000.00000 ~000. 00000 1
1 I NV N 0 13 47.0 E 666.8100 :'666. 80464 2002.67351 6
6 INV iV 89 54 54.5 E 663. 2597 2667. 78694 2E65. 93253 10
10 I NV M 89 54 54.5 E 663.2593 2E68. 76924 3329. 191 06 8
S INV S 0 12 48.0 W E68. 7700 2000. 00388 3326. 70099 4
4 INV N 90 00 00o 0 W EE3. 3500 :'00@. 0Q1388 2663.35099 9
9 INV N 0 13 17.4 E 667.7881 2667.78E94 2665.93253 10
10 I NV N 0 1; 17.4 E 667. 78,'.~0 3335.56694 2668.51405 7
FROM ANGLE DIaT hJORTH EAST TO
IdWl/4 SW1/4 SW1/4
AUTO INIVERSE
S7ART 26E6.804E4 2002.67351 6
6 INV N 0 13 47.0 E 666. 8tZi00 3333. 5992$ 2005. 34697 2
2 INV N 89 49 48.0 E 663. 1700 3335.56694 2668.51405 7
7 INV S 0 13 17.0 W 667. 7900 26E7. 7819 ; 2665. 93374 10
10 I NV S 89 54 54.0 W 6E3. :'E►00 ►'E►E6. 7979b 2002. 67447 11
LAT R DEF' 0.00668 -0. 00097
11 HCLOSE N 8 14 17.3 W 0.0067 26EE. 80464 2002. 67351 E
FIREC = 1 TO 394367 Area =442554.08 sq ft 1 0. 1 5964 ac
. .
DECLARATION OF COVENA2- In consideration of the approval by Spokane County of
(hereinafter referred to as the
"Development"), the undersigned covenants and agrees that:
i. The subdivider/sponsor will construct the,private roads and associated
drainage facilities in conformance with the approved plans on file in the
County Engineer's Office.
2. A lot is served by a private_;road when:: a. the only road frontage for
the lot in the Development is,.on;:`;the,- private road,,. 'or; b. a lot havin.g
frontage on more than one road(publf:c or:private) constructs an approach to
the private road. . . 3. The owner (s) of any lot created by the Development or alternation thereof
and served by a private road shall be responsible for maintenance of said
private road, including associated drainage facilities in conformance with
approved plans on file with the County Engineers office.
4. Maintenance financing of the private roads and associated drainage
facilities shall be in a manner determined by the owners of:
a. the majority of lots served-by. such .private road;
b. the majority of frontage.:of~::lots'. served by such private road;
co the majority square footage.`of.-lots served by such private road; or
d
. •
5. In the event such private road, including associated drainage facilities
is improved to Spokane County standards for public streets, and the County
' is willing to accept the dedication of such road and facilities, each lot
owner shall execute any documents necessary to accomplish such dedication.
6. Owners of lots within the Development who are served by such road, may
sue and recover damages and attorney's:fees from.any owner of any lot within
the Development which is similarly=served*who refused to participate in the
road and drainage facilities,.construction,-financing, and maintenance.
. .
7. WARNING: Spokane County has no*;responsibility to build, improve, or
maintain or otherwise service the. private roads, including associated
drainage facilities, contained within or providing service to the property
described in this Development. By accepting this Development or subsequently
by allowing a building permit to be issued for property on a private road,
Spokane County assumes no obligation- for said private road and the owners
hereby acknowledge that the County has no obligation of any kind of nature
whatsoever to establish, examine, survey, construct, alter, repair improve,
maintain, provide drainage or snow.removal on a,private road, or associated
drainage facilities. . . . . . . - . , . . -
. .
8. This covenant and agreement shall:;'run.wfth'~the land and shall be binding
upon the owner, their heirs, successors or assigns, including the obligation
to •participate in the maintenance -of the private road, and drainage
facilities as provided herein. .
OWNER
'OWNER
STATE OF WA3HINGTON
~ .
.
' DATED. th i s d ay o f 119
County of spokane ) : . " :',~-:t,;,• r%
• . . .
On this day personally appeared before me' .
known to meto be the individual(s) described in
and who executed the within and foregoing instrument and acknowledged that
heishe/they signed the same as his/her/their free and voluntary act and deed
for the uses and purposes therein stated.
GIVEN UNDER MY HAND AND OFFICIAL SEAL this day of , 19 •
Notary Public in and for the State
of ;,Washington, residing at Spokane
i~ ' ••1: • • .!.`J.
k\j\f\declara.pr ' .3/90
. ^ ' .
, ~ . .
TRANSAMERICA TITLE INSURANCE COMPANY
720 NORTH ARGONNE
SPOKANE, WASHINGTON 99212
(509) 922-2222/FAX 926-1519
PREPARED FOR: Order No.: ME-186399M
Certif icate for Filing Proposed:
HOMESTEAD CONSTRUCTION SP 801-92
ATTN: CHRIS SWANSON
312 S. FARR RD.
cc: Spokane Co. Engineer
cc: Spokane Co. Planning Charge: $125.00
Tax: 10.00
Total: $135.00
PLAT CERTIFICATE,
Effertive Date: May 11, 1994 at 8:00 a.m.
In the matter of the subdivision to be submitted to Spokane County for
approval, this company has examined the records of the Spokane County
Auditor's and Clerk's offices, and the office of the Clerk of the Unitecl
States District Court holding terms in said county. This certi.ficate is
made for the purpose herein sper_ifi.ed, and is not to be used as a basis for
closinq any transaction. Liabilitv i.s limzted to the amo►int pdi(i Cor this
certificate. Erom such examination, the company hereby certifies the title
to the following described land, in said SpokanP County, to wit:
The Northwest quarter of the Southwest quarter of the Southwest
quarter, EXCEPT East 400.00 feet and EXCEPT South 217.00 feet, AND
EXCEPT the Norfih 205 feet AND EXCEPT County Road in Section 21,
Township 25 North, Ranqe 44 East, W.y.;
AND the North 175 feet of the Sauth 392 feet of the West 100 fPet of
the East 400 feet of the Northwest quarter of the Southwest quarter of
the Southwest quarter of Section 21, Township 25 North, Range 44 East
W.M.;
Situate in the County of Spokane, State of Washington.
VESTED IN:
THE HEIRS & DEVISEES OE EDITH M. McELROY, deceased.
paqe l_ of 3 _
[ ` f • Order No.: ME-186399M
EXCEPTIONS:
1. Taxes and assessments, if any, no search having been made thereof, as
to Parcel Nos. 45213.9281 and 45213.9196.
Parcel numbers are provided from the latest Assessor's Maps available
to the companv. 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. Liability to future assessments by Model Irrigation District No 18.
4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOE:
.
BETWEEN: • Model Water and Light Co., a
corporation
AND: G].enn Pierce
DATED: May 4, 1911
RECORDED: In Book "M" of Misc., page 511
RECORDING NO.: 321718
REGARDING: ' Relating to the furnishing of water
and el ectric i.ty to sa id prope rty and
other properties; providing .for lien
for unpaid water or power charges;
and creating easements for pipe
lines, ditches, etc. over said
property.
5. EASEMENT AND THE TERMS AND CONDITIONS THEREOE':
GRANTEE: The Washington Water Power Company,
a corporation
PURPOSE: Electrical distribution line together
with right to remove brush and trees
DATED: August 12, 1949
RECORDED: September 1, 1949
RECORDING v0.: 900560A
page 2 of 3 .
' .
Order No.. ME-186399M
6. NOTICE TO THE PUBLIC AND THE TERMS AND CONDITIONS THEREOF:
GIVEN BY: Billy McElroy and Jack McElroy
REGARDING: Agreement to join and participate in
the formation of a Road Improvement
District (RID) or any road
improvement project sanctioned by
County of Spokane, and nQt to oppose
or protest assessments therefor.
DATED:
RECORDED: July 9, 1993
RECORDING NO.: 9307090650
7. CONTRACT OE' SALE AND THE TERMS AND CONDITIONS THEREOE':
SELLER : Bil ly B. McE.I. roy and Jack L. McEl roy,
as Co-Personal Representatives of the
estate of Edith M. McElroy
PURCHASER: Homestead Construction, Inc., a
Washington corporation
DATED: May 9, 1994
RECORDED: May 10, 1994
RECORDING NO.: 9405100654
8. Potential liability for assessments levied by Spvkane County Utilit_y
Department for the Aquifer Protection Area. To verify, call 458-2538.
In order to make payment, account number is necessary.
. a
:
*END OF EXCEPTIONS*
NOTE 1:
Edith M. hcElroy died June 7, 1992. Non-intervention will admitted June
10, 1992. In Spokane Countv Probate Case No. 92400653-9. Billy B.
McElroy and Jack L. McElroy are authorized as a co-personal
representatives to sell and convey, or contract to sell and convey,
said property for an enta_re monetary consideration. Attornev for the
esfiatp: Jack L McElroy, has been noma.nated as residPnr agent.
TRANSAMERICA TITLE INSORANCE COMPANY
,
- By /IC-.~,'"' .
Mir_ki E.rwi.r~,Tit1N OE.fir_er
md
page 3 of 3 ,
l,Vlnll4w:
nae►+~, L R ey (.q,xt RECEif
ao,po"; sp frllJ FIlEO DR jransarnenca Title Insurance Co '~"rv"' ~~1~1 r" j1~•~~•~ "iequdBr,Wc.~ AEOUE51~~•"0-•`""~~'
aroer. M1+nd D"
'INTEROFFICE, JW 9 a
4 i44 U ' ru ro on arro~u[o ~
' M
ol,ort .I N
n
N0. I Q
3307090f50 wn;u'-uG.tOA LHUE t ~ ~ ~ -
NOTJCE TO TF1C PUBLIC SPOr1.KE,c0uMiY.MASH. ~
, ; tv
~ ' Fce I6 9.57 aO10
' aO~ RID WAIVER AGREEA1EKf AND COVENAM' 1'0 CONSTRUCT ROAD AND DEDICATE Filed for Record ot Request oF l aNU, AuI)iiOK I
FUTURE PUBUC RIGH'f OF 1VAY TO COUNTI': ' 1SPOK~NE COUNIY~ wASH.
, .00 '
~
Nune_...._..~............__.a ~ DEPUT'f
a
KNOW ALL MEN BY THESG PRESEM'S, That Dilly htcElroy and Jack McEiroy, bcing the ownen Addras.....W......_....._.w.. ..---........-....~.-..T~.°--°.~
of the following described lands in considtration of M14ulual ikncfils lo be hercaher derived Oo for
ra Ci and Sute . Srr aR_ue 99 ~ 06
themstlves, their heirs, g~amees and assigns, hereDy a~ree lo: ry ~ gaq, E 10$19
Canstrucl a road, whcn so dircctcd by the Spokane County Engineer, to servc the lands
herein described in accordance with the adopted County road sundards for fwure publie • _ .
righl of way Tract X.
Statutory Warranty Deed
Said road shall be contained in the foflowing dcscribcd right of way: '
. That porlion af the Norlhwesl Quarter (NW I!4) of the Souihwest Quancr (S1Y 1/4) of THE GRnXTUAS VANCE K. CONFiER and ROSENA 0. CONIdER, husDand and wi fe
the Snuthwest Quancr (SW I!4) described u follows;
la and in cons;Aerwtion of ten dollars and other good Rrio vazuable conszde ration
The Norlh 10 fcel of the South 247 fat; EXCEPI' ihe East 300 feel.
. io band paid, eom•eys and Rirrtnts to JOEIPI L. 1-1C6LROY and ERITN M. h1CELR0Y, fiusband
L.acatcd in Sation 2 wnshi 15 tjorth,_Qa~oP dA-Eau, W.M. and uiife •
the Inllowing dcKribcd ral state, sitwted in the County o1 Spokane , 5ute at
Deliver to Spokane Coumy a properly signeG and executetl Righl of Way Dad covcring u~~~~,on: said right of waY to accommoclaie a future Coumy Raid to be constroaed by a Cou~ty Tne nortii 1.7; feet of the south 392 feet of ~~~~e 4Jest one hundreedof
Road lmprovemem Disiricl (RID) in accordancc wilh approved Coun(y road Siandards. Teet e:' thQ east four hundred feet of the~norGn~UartereofuSe~ t: on
the souti~~,_s;, one quarter of the southwes~ en_
\
T+'
Aulhoriu Spokane County lo ptzcr Iheir names on a peiiiion for the formation of a Road entv-one Township t~:enty-f ive north, ran;e fbrt~~-four, East oI' the
Improvement Districi (RID) by ihe pelition meihod pursuant to Chaptcr 36.88 RCW, 4Hlla:n°tte i•leridian, in the County of Spokarie and State of ~Jast~,r.gton
which petilion inchidcs the owncrs property, anG funlier nol lo objxl, by the signing of
a ballm, or not lo pratat the (onnalion af Rlp by the resalulion method pursuam lo Sublec:. tc: Easements, rest.ri=tions and reservations of recorc and ~
~~mon to the Distr_~`•
provisions co
Chapter 36.38 A.CW, which resolution incluc+es the owners pmnen,v. If a RfD ia (ermcd
by riiher the petiiion or resolution method, as providcd for in Chapter 30.88 RCW, the
ownas or successors funher agree; (I) that the improvements or construction
comemplated within the proposed RID arc fcasiblc, (2) thal the Denefils to be derived
(rom the formaiion of the RID by Ihe property includecl tberein, iogether wiih the amount
of any Coumy puiicipaiion, excteds Ihe tost and ezpcnsc of (onnation o( the RID, and
. (3) Ihat the propeny within the proposed RID is sufficicnQy developcd. Provided,
~ `
furthtr, the owners or successors shall tetain Ihc rioht, aS authoritcd under RC1V ~36.88.090, lo objctt lo any assessmenls on the propcrly as a resull o( ihe improvemcnts is F„dK To W R•~ Fj6Y .a~ouno~Wi,'~
called for in conjonction wiih the formation o( a kIU by either the pniiion or resolulion yd~ Amt Pd f~7~
methoJ under Chaptcr 76.89 RCW and ta appxal io Uic Superiot Coun the dtcision of o•~r'~~; ~N°' Z() 1.2U
ihe Ifoard of Coumy Commusioners affinning the fiml asxssmcnt roll. MER10N Nowa~o,ll~.tr~d'
Timing of the formation of said RID or oihcr rmd improvemtnl projat shall bc
dtlermined by Spokane Coumy consistcm with RCW 36.98. The sircet improvement ~4 ,~,y o{ Februe.ry 11970
aulhotiud by the Rid or other improvtment prnjL~ct shall caU for the imDrovcment of Dued i~~s
Troc1 'X' and ils immediate Strcet sysiem io at Inzi the minimum Spokane Coimly Road ~.I
standards appiicahle to Trac1 'X' 2nd the immcdiaie streei system at the iimc the Rid, ,~',~;L';~;~~...... . F-~"~~.: IsraL)
. ,
or other toad impiovemrnt projett is consmictcd. If a mijonly of the propcny owners
desire a higher sundard of constroction, e.g., guiiers, underground drainaqe, etc,, that ~l.~rt,~~ • l:~''~-~'u^/ ~S~w~
`
sundard shall prevail. STpTg pE %VnSHINGTUN, .
ss.
Any building construcied on any parcel abuuing Tract 'X' shall be ut back from the Counry of cPnkane •
• Troct 'X' boundary by thal distance which cquals the ut back requiremrnts of the zone. • pn-thisdnypersonallyipqartdbtlwcme VAfJCE Y. COIJf*l:,R anC ROEiIJA 0. (;Oi31d_R
71ie RID waiver cominued in this agrecmem shall ezpire after len (10) y:ars from the ~
to mt knoWn. to be tht individual dt1trihcd in tnd Nho execuud the within and Imegoing ies' .it, and
date of exccution below. Howcver, at the upiration dite the otvners or su:;cssors agra lckno~ledred that th:;; -igned the same as 9-he1 r Irtt and volunuty act tnd aied, for i1u
` totonstruct Ihe requircd improvemcnts at Iheir own cxpxnse; pny to Spokan: County the i
~ I uxs md purroa,t tliertin mentioned. f
Ihen eslimated cost ot the requi►t(! improvemems io enible ihe County to camplete the - ' V) 7; :
samt: or I'urrii~.h . t: 'r{ina Of (,(l~\ under my hand end o(fitial xal this , , day nt . •iJ:'U~t:'< <
~ ' •
t D Ha ~
j . ~
p D,G
. ~
~
20 . ro~ . s( , 2 6
/2 rH el v,67
wow
.90; ' • o . 7I ' /4S • ~
Aqo
*(1 4q / ~ I .
, F6
D
Q !~9Jlq ' ~
a
~ ~ , • 0 7
KE
160 ~'1 ~
B SA Q
/ ! • 4 , 5
; ~h 44.75 ~ 7s ~
~tl
. K l~
C U ~ ' ~ SE
, ~ , N
ll
r \ / l ~ ~ 67 •
1 ~ ~ ~ •
. : ~ ~ V IC(711 ~ ~ c
. ~ oq_~ Z ~ • ~ ~ s
?i /1/
JB'~c~~~.,,~.~ 3 4i~70 _ n, \ t
~ 47i
)
~ - I~
~ f
~ • e , ~ ~
. l~~, y~ 0
~ ~ t
C rae + ; ~
~ ♦ ~ 4 ivc P ~F ~ J ~
PA: , ~ . ~ay~.Q~y~' ;
. ~ . F s °F ~
i ~ 'o
. Za -.'a,cY~
D i { 1•
UNIVER917Y H~1GHTy 46 ~ zz -
I~Sr I9'l» F 2
bCbC .
Zzo' . _ . .
Cif 0667
. ~o
. . ~ .
c N ~
" 70 AC• v 7'
,
.
. ♦ .
> , , ' . _ ,
TRANSAMERZCA TITLE INSURANCE COc~~PANY ~ ~ ~
720 NORTH ARGONNE
SPOKANF, WASHINGTON 99212 MAY 2 0 1993 ~
(509) 922-2222/FAX 926-1519 s ~
~
PREPAREn FOR : Order No ' V6K~W!P1.~"~2'y1F!§9N~E1R
Certificate for F'iling Proposed:
McELROY SHORT PLAT NO. 801-92
C/O GORDON CURRY .
ATTN: GORDON . •
E. 1431_3 TRENT
cc: Spokane County Planning
cc: Spokane County Engineer
cc: Landmark Surveyors
Charge: $125.00
• Tax: 10.00
Total: $135.00
2ND REPORT
PLAT CERTIEICATE
Ef_fPCtive Date: May 14, 1993 at 8:00 a.m. Tn t:l-ip mattPr of the subdi.vision to be suhmittecl to Spokane County tor
appr, ova , t:ha.s company has examined the r. ecords of the Spokane Caianty
AIId1_tU.C's and C'lerk's ofiices, and the offi.ce of tl7e C1erk of the United
States District Court holding terms in said county. Tha.s ce.r. tif j_cate a.s
made .f_or fi}-ir pur.pose here:i.n spPCified, and is not ta Y~aP used as a basis f_or
c.lc,s.7_ng any transacti_on. T,iability i_s limited to the amount pai.d for thi.s
cr-.rti Ei.cai.e. Pram such Rxaminati_on, the company hereby certifies the title
to the follawing desr.ribed ].and, in saa.d Spokane County, to wifi: ,
7'he Ncir,•t.:hwest qijar. ter. of the Southwest qiaar.•ter of the Southwest
quarter, EXCEPT East 400.00 feet and EXCEPT South 217.00 feet, AND .
FXCFPT the North 205 .f_eefi AND FXCEPT Courity Road in Section 21,
'I'ownship 25 North, Range 44 East, W.M.;
Situate x.n trie County of Spokane, State of Washington.
- -vr_.sTrD 1tv: TtiE HF:rRs & ncv:Isres or Ff):I:'rfl M. Mcrz,Rax, decease-,d.
EXCEF''I"70NS : '
I. '1'axes and assessments, if any, no search having been made thereof, as
to Paxcel No. 45213.9072A and 45213.9072B. 2. I,iabil. i.ty to fiatuxe 3ssessments by Model Irrigation District No. 18
page 1 of 2
. „ .
~ . .
Or(l(,r. No.: ME-3.721_59
3. AGREEP1rNT AND THE TF;Rh1S AND CONDITIONS THFRFUF :
RFTWr.i;N: Model WatPr and Light C.a., a
corporati.on
pND; Glenn Pierce
nATEr) : May 4, 191.
R F C 0 RI')f;D: :C.n F3ook "M" of Mi.4r. ,payr-. 511
lZ EIC«R 1) 1 NG NG.: 3 217 8
RFGARi7TNG : Relating -to t1•ie fur. nisha.ny of water
and ea.ectri.ci_i.y to said pT-aperty and
other prope.rti es; providing for ].ien
for unpa a_d wa tFr ar power charges ;
and creating PaspmeriLs for pipe
I a.neg, di.tr.hr- w, Ptc. ovFr sa _i_d
property.
4. rASEMENT ANIJ THE TFRMS AND CONDITIONS THEREOF :
GRANTER: The Washingran Water. Powec CompanX,
a corporati_on
PURPUSF: E].ectrical cli.st.ra_bution .line together
with right to r-(-move br. ush and t.r. ees
nATFn : 11ugust l 2 , 1. 94 9
FtFr.ORDr:i): September. 1, 1949
R r;(.(7R1) -fNC; tvo.: 900560A
5. Po t ni:7.11a. 1i_ab:i_ 1. ii.y ,fnr assessments levied by srokarie County Uti1a_ty
Depal•tment. £ox the Aquifer Protertion Area. TQ verify, ca_l.l. 458-2538.
:tn or.dpr to make payment, accotznt number is necessary.
'T'RANSAMERTCII '1''I'i'f,E I:NSURANC:F COMP11NY
;
$y ~ kct,.'_j~~-
Aicki Erw.i_n, t'i.tl.e O.f:.f.icer
(J l~
rxnM r.NrR NoTt, :
Nc)Tr
Edii-h M. rir.r_;)roy tiip-d ,7une 7, 1992. Nan-intervention wi].l admitted June '
1.0, 1992. In Spokane County Probate Case No. 92400653-9. F3i11y 13.
MrEI roy and .7ack L. r1cEl.roy is authorized as peJ-sonal representative
to sPl.l convey, oz confiract to sell and convey, said property, for an
Pnt.:i. r.•c moriFtya r. y cons a der. afi ion . Attorney f.o.r the estate : Jack i,.
McE.I. r. oy , has been nominatecl as resa.dent agent.
page 2 of 2 `I '
,
S F. O '1< X,' N 17- C~o -C.J .IV. -T- -)L`.
- - --z ~
PLANNiiNG L?E1'ARTPv1ENT ' WALIAS D. I°fiJI3BIIRD, DIRECTOP.
MEMORANDUM
TD: Divisian of Engineering and Roads
Divi.sion, of Utilities
Division of Buildings
5pokane Cou.nty Hea1th District
Spokane County Fire District #1
Model Irrigativn Distnct
Centra1 Va.]Iey Schvc~l District
FRDM: ThomaS Veljic, Planner I~ .
~
. DATE: April 20, 1993
SUB:TECT: Preliminary Short Plat SP-801-92
Attached is a capy af the pr~apos~ esj ~
~i-pre~i.r.~inary S~ort F~at ~01-92 ,
submitted by 8il1y McElroy for the sub-division of 1,45 acres iri, a."~~.t~for single faznily
dwellings. Th-is shart p1at was preuiously apprvved for 3 lots 1:27 acres.
PXease review this grapoW and retum your comments and recommendar.ions by May 4,
1993. If you have any questions regarding this fi-le, you m.ay contact me at 456-2205,
P1ease direct any rvxitten response ta Thomas Veljic.
Thank you for your prompt attention.
~
' f
S aIl7 f
I
Enclosuxes
,
~
- f
~
4
c; B'Illy McElroy, 2499 W[oded AcI'eS DrriV e, 5 agel, ED 83860 j
5
. ~
[
l
1
S
WEsT 1026 BRaADwAr:°+~ENUE • St~~KAvZ-, IA~,15H11~1GTC7N 9~260-Q240 • (509)456-2205
~
, . a9.
_ --`r- , . r ti,,. s•~`,n,:. : ~i + ~~5~~~
PLANNING DEPARTMENT.
~ i ~ i J ~V►ti~' '
BROAOWAY CENTRE BUILOING N 721 JEFFERSON STREET
PHONE 456-2205
G2 ' ~ ~ E "-'"=i-'YSPOKANE, WASHINGTON 99260 ~
.
SPOKAreE COUrtTY GOURT NOUSE
NOV
h
~C~b~ 141bA~ibY i6.cuU~IN~~b~
MEMORANDUM ~ --`J~
TO: Division of Engineering and lZoads
Division of Urilities
Division of Buildings
Spokane Counry Health Disrrict Spokane County Fire District #1
Model Irrigation District
TROM: Tim Lawhead, Planner II
DATE: November 24, 1992
SUBJECT: Preliminary Short Plat SP-801-92
Attached is a copy of the application and proposed preliminary Short Plat map submitted by
Billy McElroy for the subdivision of 1.27 acres into 3 lots for single family dwellings.
Please review this proposal and return your comments and recommendations by December
10, 1-992. If you have any questions regarding th:is file, you may contact me at 456-2205.
Please direct any written response to Tim Lawhead.
Thank you for your prompt attention.
sam
Enclosures
c: Billy McElroy, 24991Wooded Acres Drive, Sagel, ID 83860
o ~ i ~ l S ~Q~~~~ s> rc7
x
~ PLANNING DEPARTMENT
. ~l
.•Mtil• 'l' nJ_• 1;, Y~
• . . n.'u
OC COV-f• COV-T 40VEC
PRELzMzNARY sHoRT PLAT APPLIcATIoN
PART x
A. CYENERAL XNFnRMATZnN:
NAME OF APPLICANI'/kEPRESENTATIVE: /z~~C'.- ~/~~C?•'`~
~ . _ .
MAILI N G ADDRESS: 0 4'
. ~
CITY: STATE: ZIP: ~ei
PHONE:.S4,3d~ (work) v (home)
ZF A.PPX,TCANT XS NOT 0WTIER, XNCLYJDE WRZTTEN 0'WNER AUTHORXZATION
F012 APPLICANT TO SERVE AS REPRESENTA'Z'ZVE. LEGAY. 4WIIER'S NAME: `57~/~ v~~CYi/71 ~G ~~~o• PHONE:
- ' i
M ATI.TNG ADDRES S:
i
PROTECT/PROPOSAL SITE AREA (acres or sq. ft) ~.z Ci'-??'r
ADJACENT AREA OWNED OR CONI'ROLLED (acres or sq. j=-
~ •
ASSESSOR PARCEL #S OF PI20TECT/PROPOSAL z-/ 3.,~. 5;'0 7Z,A `/s"2
ASSESSOR PARCEL #'S OF ADJACENT' AREA OWNED OR CONTFZOLLED
STREET ADDRESS OF PROPOSAL ~-3 cJc'~f~~~ .
EXISTING ZONE CLASSIFICATION(S) {DATE ESTABLISHED ~
/ - EXISTIlNG USE OF PROPERTY
t ~
COMPREHENSIVE PLAN CAT'EGORY
S CHOOL DTSTRICT CJ • l1.
~
FrRE DTSTRICT ~ WATEIt PURVEYOR %,:Jcl
. ~
PROPOSED USE OF PROPERTY:
Single family dwellings (X Duplexes ?viulafami!y dwellings
ManuFaccured homes ( } Business ( ) Induserial ( } Mixed Usc ( )
O[her ( ) - Describe:
LIST PREVIOUS PLAN'NING DEPARTiMENT ACTIONS INVOLVING THIS PROPERTY:
B . LErAL xNFORMATrON;
LOCATION OF PROPOSA.z.: ,,.Ir
SECTION ~ I TOWNSHIP RA-NGE y L
NAIvIE OF PUBLIC ROAD(S) PROVIDTNG ACCESS: 11 1-7 j r/Pl" 7/-4A
/
~ Y
WIDTH OF PROPERTY FRON"I'ING ON PUBLIC ROAD:
DOES THE PROPOSA_L HAVE ACCESS TO AN AFZTERIAL OR pLA...~rFD A-TZTE?ZIAL (X) YES (}iNO
NAME(S) OF a..RTERIAL R0.4DS ~~I, - s~ y
,
LEGAL DESCRIPTION OF PIZQPLRT`f (Attacn ]cgal description sLamped by Land Survcyor). INCLUDE
LEGAL DESCI2IPTYON FOR FNITIRE A..REA TG BE SUBDIVIDED ON PRELIMINARY SF-iORT PLAT.
,
.
61 [ e .1
~
. PRELTivLxNARY SHORT PLAT APP.LICAT"IO\j Page 2 oF 4 a
LF YOU DO NOT HOLD TIIZ..E TO PROPERTY, WHA7' IS YO'UR INTEREST IN IT?
WHAT ARE THE CHA.NGED CONDTTIONS OF THE AREA WHICH YOU FEEL MAKE THIS
PROPOSAL WARRANTED? .rrWHAT IMPACT WLLL THE PI20POSED SHORT PLAT HAVE ON THE ADJACENT PROPERTIES? Si~-►''i IG~. ~u L~%./1'~%v~ //NYJC'. c~{ A
. WHAT FACT012S SUl'PORT THE PROPOSED SHORT PLAT?
i
~C• r'L.z ~ Y~nt~r~ c U.y- f~~~ ~n..f'I vQ
. i ~
WHAT MEASURES DO YOU PR4POSE TO MITIGATE YOUR PROPQ~AL'S IMPACT ON
SURROUNDING LAND USE? ,00~7
G~~~-
C. pI2EX.,XiVIYNARY SHnRT PLAT (~EN*ERAL iNFnRMATIC>1:
..3
NUMBER OF LOTS: GROSS AREA: . 4 c.-~ TYPTCAL LOT SIZE: 41". PROPOSED NET DENSjTY*:
~ , -
SMALLEST LOT STZE: MITiIMUM FROiNTAGE:
,
P.ROPOSED SOURCE OF WATER:
- Individual wells O Pubiic systcm ~ Private CommuniLy System
Other ( ) - Describe:
PROPOSED MEANS OF S-EWAGE DISPOSAL: .
I'ublic scwer (c,)-" CommuniLy sysLcm O ScPtiC tank and drainFicld O
Double Plumbing IJry Scwer Other
Desccibe:
UTILYTY C4MPANIES AND/OR DISTRICfS TO PROVIDE SERVICE TO THIS PROPOSA.L:
ElectTicity: Sewer. ~~•~~y
Gas: CC.tt~~ ~ Water: PhonE:
DO XOU, OR THE OWNER LN THE EVENT YOU DO NOT OWiN THIS PROPERTY, HAVE ANX
PLAiNS FOR FUTURE ADDITIONS, LXPtINSIONS OR FURTHER ACTrVITY RELATED 7'O THIS
PROPOSAL? Yes No IF YES, EXPLAIhT:
D. 1'RELZMrNARI' SIZnIZT PLAT ZMPRnVEMENT ZNFnRMATInN;
LEVEL OF STTZEET INiPROVEivf.ENTS PROPOSED: Private roads
Public roads- Arcerial roads O Tracc X roads
DESCRIBE ANY COMBINAT70N OF ABOVE:
ESTIIvZATED TIlvfE PERIOD EXPECTED FOR COMPLETE DEVELOPMLNT OF THE SUBDIVlSIO\:
~
IS PHASING OF THE FrNALIZAT'ION OF THE SHOT2T PLAT PROPOSFD? Yes No
IF YES, SHOW FHASING ON THE PRELIMIiNARY SHORT PLAT iMAP. '
IS DEDICATION OF LAND FOR PUBLIC USE CONTEMPLA"CE-D (Parks, schools, ctc.)? Ycs No
IF YES, DESCI2IBE:
* NET DENSITY IS UNITS OR LOTS PER ACRE MINUS PRIVATE AND/OR PUBLTC ROAD AREA. ~ to. . ~
~ 9-
3' ~ ~
- '
PRE? rNL[NARY SHORT PL,AT A.PPLZCATZON Page 3 of 4
PA.RT XI.
THTS SECTTON OF TKE APPLICATION WILL PROVTDE THE PLA,NNING DEPARTMENT STAFF WITH
WRITTEN VERIFTCATION TI-iAT THE A.PPLICANT HAS HAD PRELTMINARY CONSULTATION WITH THE
AGENC.XES IDENTT'FLED. RESULTS OF THE PRELTMINARY CONSULTATION SHALL BE NCORPORATED
IN THE PRQPOSAL BEFORE FINIAL SUBMITTAL TrJ THE PLA.NNTNG DEPARTMENT. FIRE MARSHALL/FXRE DISTRXCT ~ f
A. THIS PROPOSAL IS WTTH]N FIRE PROTECTION DTSTRICT NO. ze~
B. ADEQUATE fIRRANGEMENTS (HAVE) (HAVE NOT) BEEN MADE TO MEET OUR NEEDS
IN PROVIDI~i 1G FOR AN ADEQUATE WATER SYS7EM AND FACILITZES FOR FT.RE
PROTECTION PURPOSES.
C. RECOMMENDED FIRE FLOW: 612,OR UNABLE TO CALCULATE NOW
BECAUSE USE TS NOT DEFTNITIVE; AND WII:L BE DETERM INED AT BUII..DTNG PERMIT
APPLICATION TIME.
D. REQUIREMENTS IlNCLUDE:
~
Ap ~
FIRE llISTRICT / STGNATURE/TITLE /D A/r E
WATER PURVEYOR A. SATISFACTORY NTS FOR DOMESTIC WATF-R AND FLRE FLOW °
REQUIREMENTS (HA'VE (HAVE NOT) BEEN MADE.
13. REQUIREMENTS/COMMENTS:
r ~
/G WATER DISTRISIGi~IATURE/TITLE '
DATE
COUNTY ENGINEER
A PRELIMINA.RY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOP. ROADS
AND DRAuNAGE HAVE BEEN DISCUSSED WITH THE APPLICANT.
A. COMMENTS :
~ L
SIGNAT f/I'ITLE AT +P
C OUNTY UTZLXTIES
A PRELIM .li tARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUTREMENTS FOR
a~ SUBMITTAL OF THTS PROPOSAL (HAVE) T) BEEN SATISFIED. THE DESIGINAT',ED
~ WATER PURVEYOR FOR THIS SITE IS
A. COMMENTS: Wi LL n14-Itz. COS'% LcT~o~ T0 L/ 4 L C~ S~.co
~ dL
s~'" g~~ ~t-iiLdl
/P
SIGdATURE/TITLE DATE
r~,2 a u HEALTH DISTRTCT
A PRELIMINARY DISCUSSTON HAS TAKEN PLACE AND GENERAL REQUTREMENTS FOR
SUBMITTAL OF THIS PROPOSAL (HA.'YE) (HAVE NOT) BEEN SATTSFIF-D.
r
A. COMMENTS: /,Z~;~~,GL
y/ .
i~ SIGNATURE/I'ITLE ~ llA1'
SEWER PUI2VEYOR
A PRELIMINARY DISCUSSZON HAS TAKEN PLACE AND GEiNERAL REQUIREMENTS FOR THE
PROVISION OF PUBLIC SEWLR ARE UNDERSTOOD BY THE APPI 1CANT.
A. COMMENTS:
SIGNATURE/I'ITLE DATE
, i -
PRLLZM INARX SHORT PLAT APPLrCA1ION Page 4 of 4 .
r .
PART HY
VEhIFICATTON
B
I, THE UNllERSIGNED, A CE .~•••.r~ Y R, HAVL COMPLETED THE INFORMATI4N _
REQUESTED. LEGAL DES R .~P Y SHORT PLAT HAVE BEEN PREPARED BY ME OR LTNbER MY SUPERVIS ~H THE REQUTREMENTS OF THE SPOKAN£ COUiNT
ZONLi tG/SUBDIVISIONRE LI.A.h S OF STA"I'EE OF WASHTNGTON.
~
SIGNED: DATE:
s • 5~
ADDRESS: ~ PHONE: /-,5"DQ - 97-4 - 3136S
~ - r1 ~131 93 ~ ZIP: ZL
PART XV
t
(SIGNf1TURE OF PROPE~2TY OWNERS OR LETTER OF _~.J LJ~IORLZATION)
I, 'i'HE UNDEh2SIGNED, SWEAR UNDER PENALTY OF PERJURY THAT THE ABOVE RESPONSES ARE
MADE TRUTHFULLY ATID TO TkIE BEST OF MY KNOWLEDGE. I FURTHER SWEAR THAT T AM THE OWNER OF RECORD OF THE AREA PROPOSED F(JR THE
PREVIOUSLY TDENTIFLED LAND USE ACTION, OR, TF NOT THE OWTFER, ATTACHED HEREWITH TS WRITTEN PERMISSION FROM THE OWNER AUTHORTZING MY ACTTONS ON HIS/HER BEHALF.
. t
SIGNED: DATE: ~ .
ADDRESS: ~5~~~ PHONE: ~v 8
.
Z~: ~z, F-yLC7
d . .
SIGNATt1RE OF APPLICANT OR REPRESENTATTVE DAT'E ,
STATE OF WASH1i-IGTON ) . , ) ss:
COtTNITY OF SPOK:ANE )
SIGNED AND SWORN TO/AFFIRMED BEFORE ME ON THIS DAY OF
I992, BY ~ ~r~K..~~~G~l • ,l ~ `t 0~~~--,~~
~ LIIu
°s .
;1-
l~~~ARY
Rl3Bt.``C _Notary Publ~n and for thE SL(J oC Washington
~ ,
9h aResiding aL , ,
• Ot . ~ . J ~ p l'
My, appointmen explres:
~a WAS~'`
; - - PART V -
~ (TO BE COMPLETED BY THE PLANNING DEPARTMEI~TT')
DA'T'E SU13MI7TED: FILE
DATE ACCEPTED: z- BY: ,
,
TOTAL FEES: 214 RECEIPT 7315
~ yft
i .
~ ~~~~~j ,
• ~ ~ ~~L;~~ . P1.ANNING DEPARTMENT ~
. ~
f t
1 L1
1•O...C COV•t♦ COU4 T.OU)C
P1ZELIIVIIN.A,.RY SHORT PLA.T .A.pPLICATION
P AR'T X
A. CrENERAL rNFnRMATInN:
NAME OF APPLICANT/REPRESENTATIVE:
MATLING ADDRESS: A/d0a~'d
~
,
CITY: e- l /~a STATE: /0/r'7 zrp:
~
• PHONE:"--,?6.?- ~Y,3d" (work) (home)
IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORXZATION
FOR APPLXCANT TO SERVE AS REPRESEI`tTATIVE. .
LEGAL 4WNER'S NAME: Al-a/c! d1 '1~1'/~J ye- ~ILo PHON£:
~
MAILTrIG ADDRESS: ovc..
i
PROTECT/PROPOSAL SIT'E AREA (acres or sq. ft)
ADJACENT AREA OWrIED OR CONTROLLED (acres or sq. ft.) ~Z_ ~~i~~_,~.
ASSESSOR PARCEL #S OF PRO7ECT/PROPOSAL
ASSESSOR PARCEL #'S OF ADJACENT AREA OWNEV OR CONTROLLED
,
STREET A.DDRESS OF PROPOSAL vc'V'<; f .
. ~
EXISTLNG ZOI~,TE CLASSIFICATION(S) (DATE ESTABLISHED
/
EXISTING USE OF PROPERTY
COMPREHENSIVE PLAN CATEGORY ~
S CHOOL DISTRICT (f • i~.
FIRE DISTRICT WATER PURVEYOR
PROPOSED USE OF PROPERTY:
Single family dwellings (X Duplexes Multifamily dwellings
Manufaccured homes ( ) Business ( ) Industrial ( ) Mixed Use ( )
Other ( ) - Describe:
LIST PREVIOUS PLANNING DEPARTMETIT ACTIONS INVOLVING THIS PROPERTY:
B. LEGAL XNFORMATYnN;
LOCATION OF PROPOSAL:
SECTION TOWNSHIP RANIGE y ~I
NAME OF PUnLIC ROAD(S) PROVIDING ACCESS:
i ~
W 1DTH QF PROPERTY FRONTING ON PUBLIC ROAD:
D4ES Ta PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANNIED A.RTERIAL (X) YES (}N0
NAME(S) 0F AR7ERIAL ROADS
LEGAL DESCRLPTION OF PROPERTY (Attach legal description stamped by Land Surveyor). INCLUDL-
LEGAL DESCRIPTION FOR FNI'IRE A.REA TQ BE SUBDIVIDED ON PRELIMINARY SHORT PLAT.
J '
. - .i •
. PR.ELDv1INARY SHORT PLAT APPLICATTON Page 3 of 4
PART 11
TliIS SECTION OF TKE APPLICATION WILL PROVIDE THE PLANNTNG DEPARTMENT STAFF WITH
WRIT-MN VERIFICATION THAT THE APPLICANT HAS HAD PRELIMINARY CONSULTATION WITH THE
AGENCIES IDENTTFIED. RESULTS OF THE PRELIMINARY CONSULTATION SHALL BE TNCORPORATED
II~T THE PROPOSAI, BEFORE FINAL SUBMITTAL TO THE PLANNTNG DEPARTMENT. '
FIRE MAIZSHALL/FIRE DISTRICT --a r
A. THIS PROPOSAL IS WITHIN FIRE PROTECTION DISTRICT NO.
B. ADEQUATE ARRANGEMENTS (HAVE) (HAVE NOT) BEEN MADE TO MEET OUR NEEDS
IN PROVIDING FOR AN ADEQUATE WATER SYSTEM AND FACTLITIES FOR FLRE
PROTECTION PURPOSES.
C. RECOMMENDED F1RE FLOW: ; OR UNABLE TO CALCULATE NOW
BECAUSE USE IS TIOT DEFINITIVE; ANll WLLL BE DETERMINED AT BUILDINIG PERMIT
APPLICATION TTNSE.
D . REQUIREIv1EiNT'S INCLUDE: FIRE DTSTRICT SIGNATURE/TITLE DATE
WATER PURVEYOR
A. SATISFACTORY ARRANGEMENTS FOR DOMESTIC WATER AND FIRE FLOW
REQLjIREMENTS (HAVE) (HAVE NOT) BEEN MADE. B. REQUIREtvLENTSICOMMrNTS:
WATER DISTRICT SIGNATURE/T'ITLE DATE
COUNTY ENGINEER
A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS
AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT.
A. COMMENTS:
C~ L
SIGNAT (TITLE AT
COUNTY UTILITIES
A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR
SUBIvIITTAL OF THYS PROPUSAL (HA'VE) (HAVE NOT) BEEN SATISFIED. THE DESIGNA'IED
WATER PURVEYOR FOR THIS SITE IS
A. COMMENTS : ,
S TGNATURE(TITLE DATE
HEALTH D7STRYCT
A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUTREMENTS FOR
SUBMITTAL OF THIS PROPOSAL (HAVE) (HAVE NOT) BEEN SATISFIED.
A. COMMENTS:
SIGNATURE/TITLE DATE ,
SE'VVER PURVE'YOR
A PRELIMINIA.RY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREIviENTS FOR TI-fE
PROVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE A.PPLICANT. A. COMMENTS :
SIGNATUREfI'ITLE DATE
SPO~_.._ XNE COUNTY ENG.:'.JEER'S '
SHORT PI1AT -
PRELIMINARY CONSULTATION
A. PROFOSAL: Project Name:
Project Address: 12~C~ ~ . ( Number of I,ots: '1 Parcel #-CLL5721 2. . r9 1 qLQ-( y5113 .`l0 72 R~
Section ~L 1 Township 25 Range `/IV Quarter 1 2 3 4
OWNER Owner Name: G s r*r9- glr CD;Tu Mc-EL-ltc>Y
Address: Pbone: Business . Home
SPONSOR Name: 66rin000 C4jo-c7
or Address: 14313 E_ tnsti i SPb~.'A-t,cr tvA 99~-/ 6
AGENT Phone: Business a2S'' d~o c:> Home ENGINEER Name: L-4 NA StJi2vsya.t._
or Address:
SURVEYOR Phone: Business Home
B. PR.ELIMINARY CONSULTATION: •
Preliminary a) Right-of-Way
Conditions b) Curb YES'O NO (A i
c) Sidewalk YES (1 NO V/ d) Pave YES O NO ( rY
e) Approacbes YES (J( , NO (1
0 Drai.nage YES NO ( ) .
g) Flood Zone YES NO (,Y"
h) State / City Review Yes No (vlf
NOTE: This proposal must comply with Spokane County Road Standards, adopted by tbe Board of County Comnlissioners
Resolution No. 80-1592 as amended, and Spokane County "Guidelines for Stormwater Management".
~
SPECIA.L CONDITIONS or Remarks: 13. S fiv7-iJ2iE SV- --4S, QG. AR-Tt92I.4
Jlo~
C. FEES:
1. PRELIMINARY FEES:
50.00 SHORT PLAT 2-LOT (ADMINIST:RATIVE DNISION) or DUPLEX DIVISION
yZ $100.00 SHORT PLAT 3-LOT (or more)
Cash or Check #
h
2. FINAL FEES:
a. $100.00. FINAL MAP AND PLANS SUBMrrI'AL.
(Fee to be paid when final plat is subautted to Spokane County Enginecrs Offce).
b. AGREEMENT TO PAY FEES - ACTUAL COST + 10%.
(Based upon the hourly rate of the person checking the plan + 10% administrative chazge of the total hourly cost. In order to have the
plan checked the applicant must submit to Spokane County Eagineers a signed an agreement to pay fees.)
NOTE: FOR FINAL hZYLAR ALL SIGNAtURES AND NOTARY & SURVEYOR'S STAMPS to be in PEF,MANENT BIfACK
INK. (Per WAC 332-134-050 vii 2). No ball point, fo 'n pens, or bossed stamps will be acoepted.
a e:
D t ;$ffQ / t 1 By.
r COU~~II'iEk~
Date: By: ~
C
7PLI
THESE CONDITIONS ARE PRELIMINARY, AND ARE DISCUSSED A THE TTME OF APPLICATTON
SIGNATURE. FURTHER INSPECT'ION OF APPLICATION MAY RESULT IN FUTURE CONDITIONS BASED
UPON SPOKANE COUNTY RECORDS AND DOCUMENTS.
t1g111pre13rsup.cic 192
~
.
0 U M f3 E R
a DA7E RECEIPT' q-
~ RECEIVED FRO ~ •
~ , .
; • Address
~
0
DOLLACtS
~ FOR
~
~ ACCOUNT ~ HOW PAID
~~~~'.L ~ ~ . ~ , BEGIN'NING _ I • I CASH I I ' . ' . ~tl,;s'~•, .t.•.+~a ~a.a i'`~ ~
~ BALANCE
• o
c PA'DOUN7 I,~ Q pOl CHECK I
~ MnDE iN usA. BALANCE I I I MONEY ! I
3 o wit,orionm iM DUE ORDER
gY
: . " ~ ~ - . : • . - ~ ~ • ' ~
FIRST'CHOICE"
, . . . , .
.l~ L9 9 Z , 9-2/, 230
Pay to che
Orrler oj
CA- ° / / p o ✓ ' Dol/ars
~ i - • % .
1 sEA F/RS r'M wK
. .s
S 1-
Z~..i ?41,19
; 1: L 2 50000 2411: 8 2 2 5 2 008~~' ~
rn+rnS`cF Sn _
~
~
• ~ -
~ 9"93C
- ~ - PS- I7o4- 93.
~ .
U R 3 z"S
F I F T Y-~T H ,R DA v Es___~.~~_~~.~_____
y 1 d4 w
URm22
/0 ~ ~ ~ 4 %3 2
~ ~
~
~ 33(~b I C
-032- 4485 •
110 ~
w~ 1
~
!
/
~ l8 19 20 Z! 22 23 3
~ I.~
82- 1 ~ 82- 81 C
~
.
, ~ /27 ,
- _ . . ~ ; - . 127 127 fa r
~ F~lR=~5
.3 7 ~ .~,5 %3~ ~ .3 2 31 29 2$ 2 7 s ~
~ 6a 9-61
4 (D
~ ~ ~ ~ ~
~ ~6~ ~ f aD ~ 62 _ 3 ~
~ ~ ~ ~ • ~ ~ 43 - 83
r ~
' t 27 _ ~ •f !27 t/T
~ R 4 N , ~ 11 R AVE _
• FEE lE '94 13:30 WAM ENTERPRISES. INC. P.2i4
EASEMENT ,A,GREEMIU'qT
. THIS EASEMENT AGREEMENT is made this .1edaY of February, 1994, bY and
between WA,M ENTERPRISES, INC., a Washington corporation ("WAM") , anci WILLIAM
AND VERNA SILER, husband and wife, and JEFF AND LISA SILER, husband and wife,
(4WNERS).
WITNESSE?H:
WHEREAS, William and Verna Siler and Jeff and Lisa Siler are the owners of a 20'
wide by SO' wide tract of property Iocated on that certain real property legaily described as:
~c.-~ Lot 25, Pine Wood A,ctes B37, Spokane County, Washington
WHEREA,S, the parties wish tv create an easement and right in favor of WAIVi for the
purpose of stormwater runoff;
NOW, THEREFORE, in consideration of a one rime lump sum payment of $6,000.00
(Six Thousand Dollars), OWNERS grant and convey to WAM a perpetuaI easement for the
purpose of draining stormwater runoff, below the surface of che above described propercy.
The paTties further covenant and agree not to erect any permanent vr temporary strvctufe
which will obstruct the rights granted in. this easement in any way, or in any other manner
. interfere with the other party's use and enjoyment of the rights created hereunder.
Each party shall maintain its own insurance coverage on the respective, progerty odvned
by it and agrees to hold each other harmless from claims arising as a result of this easement,
except as a problem may occur due to damage from WAM's underground stormwater d~~ge.
WAM also agrees to pay for any damage to existing landscaping or paving during the proce~,.,
of installing or maintaining the drainage system.
?his Easement shall run with the land and be binding upon both parties hereto and thei ,
: heirs, successors, and assigns.
IN WITNESS WHEREOF, this Agreement is executed as of the day first above written. WAM ENTERPRISES, INC. JEFF AND LISA SILER
~ ' - ,
By r+ By BRUCE D. MILLER, Vice Pres. J LISA S WER.*-OrWNER
WILLIAM AND VERNA SYLER
WtLLIAM AND VERNA SILER,
owNER
• FEE lE '94~ 13:31 WAM ENTERPRISES, INC. ~ P.3i4 '
. ycM.~ .~e~,c uv • 3 . $ rJ.r~/.~c~ r~-} , ~ ~ ~
~ai$1.~G. TRe~J9~T • G~S' alJ.~.~cQ~ ~ .
• Z6.~! tt.t~r~ ecaE I ' ~
u .
x 1.74 eCAes
-r~ret 'n~crowQO ~1.~~ ts ~6'd:~t• r's . , • .
, . • ~ . . .
Vk
• I p • ~ ~ 1 t ~ ~ a~s'r► -a . i ~ R.
. ~ ~ ~ ~ ♦ ` . : , ~ . ~ . . . _
, ~ , ~ . h • - . ~ . ~ 1Z !T, ~ . .
• ~pL ie~~ . . _ . . ~ . 11Py4~LTMF~lT ~l.Gis/(p "Gu
~ , ~ ; ' , . . , . ~ ;
, . . .f : . . . . • . • t . • .~dCIL ~ ~ . . ~
~ ~ ~ r • 4 . . . . ' ~ i , . Y~ , s ~r..J.
. ~ ~ ~ e ' ~ 4o4i4G
~ " • ~ • ~
r ~ . , . .v .4. . . - , . , . . . . . . . ~ . .
14
1:3
h , ~ salr OOS[J+l•dV 1
FK.r~b .4(r /S/ttto
o( ~ ~ I • . i
a! ~ ~ y?.o
~
. ~ - . .
~ • ~ . a ~o ~
- ~ ~ ' ~ ~ ~j
, ~ * ` , •,,,i~. ` ~ .
ui
~ . 9
M/✓T IMWJ1t G) l~ Ji "
• ~ t ~ Lr ~
. , ~ . lpI74
s r...J. • W ~ !A
~ . SiLor .
. s . _ ~
4L ,
. r .
.o • ~ ~ . .
+ p~,;' F~~+?.~~-~ : ~.r~~,,i~e~ . . - . . . . . ~ . , ' ' ' , •
. - . . . . , . . , _ _ . . .
' : . . . . . . n~ PIPWW 742 0
- . . . , , ~ ss '0 w"T
~ . . . . . ~ ~ ,
. ,
~ -95 ct..r~rs~
.
~ , ' . . ° - - . ~ . ' - _ ~ • , . ~ . . ~ . •,2. . . . Q~cidTi.I(r ~~G3 vR84J R8►Li06r✓T~a~.-3~S
• , . . . ~OLs1tlStG~ZwJ6: , illtlsd,l ft5rC&./Ti.e1f. - Z2,
• ~ l~ ~ h[ S'T~ JR" t
PcpGc;~.iT'OR 8w/L0I+kr GOVdR.A4t.i 32.9 e
dsARTAsB.f?S < GoRa"S
?T te~.lpSLOP~%~ AsMA :
-4
1 e6, o , or
OLIIF- 17-e- I1-1-93 T+PS ac t4.Jbscdpr.,+C~: SF.E Pca.l
ars ~ ,^^r /.2~►2-95 ' ^/G oP PaliJaAJ(V S:fttE.$ liSQaJ~AED: 68
~S Ll+hT dFlS,1e'TM&AJT AQ04E,G7- . PE.~saGPi T ae Gm F-..I 5j;~& c6
~t pW [p SBTAO ctS : Si~ Q~o al
' &j
\~(/A~1/1 L~ o JTL~ M S~ jG c c' i o lI n- o e o e o
~ ~~Ausu.xuh"!"'~H...Ua ° _~rl~
• ';~..«.....~~..,...4u , . •:i• ' . ~•t
, . . v „ • ' ~ tY(.
f~TS l , i
. ' ';~r. ~ N ~ o . t ,_./t ~n • .
. . d N ~ `~1 ~ ;r , •'i;". V.~t.f~; ~f ~ ` .
Q ~ ~ ~ W ~ ' Q ~ r~ • , • ~;ir ~ `
' nAYA ST • . n ~ : '
i i s ~ N ~ • ~ ~ ' ~ ^ Q ~:~i* ~
O ' (fl ' , ~ (L~ ' ~ ~ :..r~'';,~• j~ii~:~ ►2~Y
tJ 61~ b Q~ .P ~ ~ W ' fV ~ ~ , ` O •`;~l'~ ~
~ ~ 2•~ os ~ i. ~ ~ ~ _ /i 1 - O , , * • ' f . . j•~ ~ ~
Ltt M AR? t N ~ • : ~
O . ~ , , • ~
• ~"Lu,~a ~ . . ; ~.ri• , • ~
IE) W . c. ~ . • , • ~
:~~',;iy~•~'!~+,~.tin~.'s',•:,1
1 e ~ t.:.~ ~ ~ ~ N y ` ' ~ ' i • . t~: ?if:;~~
co j,+► ~ ~ v► ~ ' 4?.~-~ ~ • ~ .:Y:~~•"S3:
. ~ .
o• ~
~
~
' FEE 16 '94 13:30 WAM ENTERPRISES, INC. P.1i4 -
Mrall ENTERVAfsM MG 280 SEAFJRBT AMuwC1AL CfNr'EP WEST 601 AfVERSlDE AYEN(fF SpOwlnrE VASNtnrGrpN 99201 dpyggg~ggg
I~AX TRANSM= TT1~I.. FAGL
WAM Enterprises, Inc.
280 Seafirst Financial Center
601 West Riverside
Spokane, WA 99201
Phone: (509) 838-8888
Fax: (509) 747-7013
ATTN : 15it-l' \492~-~
COMPAIdY : 6-~i ~c~iJ.•l TY r ,,,,,r ~ z
. FROM:
RE : )?~-C-z5. e' i
.
DATE :
-j
NUMBER OF PAGES (including cover):
ADDITIONAL MESSAGE:
<
.96-
PLEASE INFORM US AT THE ABOVE NUMBER IF YOU HAvE ANY PROBLEMS WITH TRANSMISSION. THANK YOU! '
Receiving Parties Fax Number: - f-S-4-7-7
BGNSTRING METHOD (fEN YEAR STOflM DESIGVV) PROJECT; WAM TIME OF COIVCEMRATION (minutes) .
DETEN110N BASIN DESGN BASIN; ALL
REVIE1RtEfl; WFH Tc (oveflanco Tc (gutta) keas "C
NIUBER OF DAYWELLS PROP0SE0 DATE: 2-22-94
t Single (type A) o Double (type B) Ct = 0.15 L2 = 0 1.17 0.90
Toial aea (calc.) (see 1-11) 1.73 Z1 = 6.172 0.56 o.»
Time d Conc, (calc.) (see 1-11) 5.00 Ll (A) = so z2 = 50 0.00 0.00
Composne °C' (calc.) (see H1) 0.66 N(A) = 0.4 8= o 0.00 0.00
Time of conc. (mfn) 5.00 s(A) = 0.005 n= 0.016 0.00 0.00
Area (Acres) 1,73 S= 0.0096 0.00 0.00
G Factor 0.47 Tc (A) = 4.95 d= 0.097 0.00 0,00
Impevlous Area (sq, ft) 51005 Total A Comp "C
Volume Praidad 208: 2142 stam; 2142 L1(6) = 0 Tc (gu) = 0.00 1.73 0.66
Oulflo,y (cfs) 0.3 N(B) = 0 Tc(A+B) = 4.95
Af 23 t C°F8= 0.81 S(B) = 0 Q=. `I*A= 3.65
Tc(tot,) = 5.00 Q(est) = 0.00
#1 #2 #3 #4 #5 #6 #7 Tc (B) = 0,0 Intenslty = 3.18
Time Time IMensily Q dev, V in V out Storage A= 0236034
Inc, Inc, WP = 4.9494
(min,) (sec.) ~n./hv,) (cfs) (cu, ft,) (cu. ft.) (cu, ft,) R= 0.0477
(#1 *so) Wc*#3) (outf.*#2) (#s-#s) V = 1z0
Tc (mtao = Tc (overland) + Tc (gutter) Tc(gu) = 0.00
5.00 300.00 3.18 2.59 1039 90.00 949 Tc (werland) = ctk (Li *NUs^o.5)^o,s) Q(es~ = 0.28
cc = 0,15
5 300 3.18 2.59 1039 90 949 L1 = Length of Qverland Flow HaOdng = 0.00
10 600 2.24 1.92 1279 18o 1099 N= frictl on factor of waiand flow (,4 fcr average gass cover)
1s soo 1.77 1.44 1442 270 1172 S= avgrage slope of werland flow
20 1200 1.45 1.18 1535 360 1175 Tc (gutter) = Length (ft,)fU210Cfty (ft,/SeC.)j60
25 1500 1.21 0.98 1576 450 1126 B= Bottiom width of gutterr cr ditch
30 1800 1.04 0.85 1608 540 1068 Z1 = inverse of aoss slope one of ditch
35 2100 0.91 0.74 1629 630 999 Z2 = Invase of aoss slope two of ditch
ao 2400 0,82 0,67 1668 720 948 d= depth of flow In gutter (e5tlfrrate, check estimate witli Flow)
45 2700 0.74 0.60 1686 810 876 --AIP.a = d*Bt d"2/2'`(11 tZ2}
50 3000 0.68 0.55 1715 900 815 Wetted perimeter = B*d+(1Jsin(atn(1/Z1))+1/sin(atn(1/Z2)))
55 3300 0.64 0.52 1770 890 780 Hyd^aulic Radius = R= ArealWetted PerimelEr
60 3600 0.61 0.50 1836 1080 756 Velocily =1.486jn*R ~.667`s ~.5
65 3900 0.60 0.49 1952 1170 782 FIrnN = VeIOCIIy*Af23
70 4200 0.58 0,47 2029 1260 769 n= 0,016 fa asphalt
75 4500 0.56 0,46 2095 1350 745 s= longjlldfrial Slope of gutter
80 4800 0.53 0.43 2112 1440 672
85 5100 0.52 0.42 2199 1530 669
90 5400 0.50 0,41 2237 1620 617
95 5700 0.49 0,40 2312 1710 602 ,
100 6000 0.48 0.39 2362 1800 582
DRAINAGE P0ND CALIXJLATIONS
Required grassy swale pond storage vdume
= Impervlous Area x.5 1 n,1 12 in,f fL = 2125 CU• ft
prwided; 2142 au. ft OK!
DRYWELL REQL.11REMERITS -10 YEAR DESIGN STORM
Naxlmum stcrage required by Bowslring = 1175 cu. tt
prOrid2d, 2142 Cu. ft CK!
Number and type of Orywells Required = 1 Single 0 Double
• - . . . g~~~o~..~4 r~~~~rs : 3~:v~/.~%aSTO~sY
. .
. . . . : .2 12 ~ c.~ `20a' 12~cQ'r, ~ , , . • W~Z~T ~
, . , . .
D ~ ,r' ~ ' 8 •
G7„~iZr ~ ~ ~ ~ IG ~.M ,.GVB , I '9W ~VX:
~ ^ ~ I ' J • , , ••jA • • ; ~ •
. , ~ . .
~ •y
' ' • ' . . • , ~~~~_•7 ~i.,'~. . ' .
~ ~
e~n~nslYL~nSN~e~~rilta'~•, ~ "`Y:.
FEE lE '94 123:31 WAM~ENTERPRISES. INC. P.4i4
, ~~~P ~ f ` , • ~ f
~tl 1 ~~1 t• ~ •1~•. •
~`\I;~ y!►'.It:!~~ . • . . ~
{ • ' ' ' ' • ~ ' • •
r.~i r, ' . •1
al .7
E_~~1, ~~iyi~~^;,, • ~ ~ U • A . ~ ~ .
(1 ~!;~.~~~y"',;,rY~.~~;1'.. • . ~ ~ ~ ~ A~. . ` 14 ~ \ ' ~ ~
47
~ ,l{H+'• • . . ~ ~ . ~ , , ,
L4~v i, • I
~ ~ . .
♦ . .
f
.
l ~t'/}~ • ~ , ~ i1 • , ~ ` ~ ~
j ~
, ` •f ~~'1ii~ . • ~ • ~ _ ~ . ~i. ~ ~ n Y
~ • I , R
••0-;1~5~'t~f~~l 't~ . I • ~ ~~•~l~,` • ~'\Y~~ • • ~ ~ A
~h !;~~~~'i.~!`~ ,I.. I ~ • ~ J' `
, h ~ }id~%p'i; .•i: • ~ ~ .
S 17 .~~t'~ 1~,~~~ ~ 1~ ' ' I ~ ~~y~~7
•~C r.~' ~ 4~', ,•1~'~ ~ ~ ~ Y~ ' / . O W
~ ; ' ~ , ; . 'i'~•,;. . I ~ ~ ~
~ ! . ' . ~ ~ N ' , ~ 1
~ r~ ~ i~l~wSc +ti•:~ . f . . ~ . .
t' q r • • ~ ~ ~i'~„~'y~ •
,.~.;~~'~-j~~4~~ : s~. . ~ ~ 3~ ; , ~v ~ Z1 ~ C~ O~/
~ t ~a~', ~ y~ ~~,J'
' .:,1 ;9: ~ • tl „ ~ '
~ .1~,, ; ~ ' . {f~ ~ ,
L ;,•~2Ai ti~ • ,~1r j ~ • F ~ '
t, ,L~.'y~'(~!~~; • ~ ~ ~ ~ t e ~ ~ ~ , v,
~ ~,IILUs~r~~I , • , • . • V • ~ ~ ~
• ('~1 ►la~.~ ~~N f'~~ ~I~ ~ N.~ ~ j/ 1 !
71,•11~~~~ j.~~i7y ~.y~. ~li~. ' • 1`
~ (1 ' ~ • ~.i1: ! ~ ' • ~ ~ I' ~ • ~ ` r 1
z:.~,~,.~.~,r,'.' . , ' , , ~ . ~ . •0• , ~iA
. I.),
;t : ~ M., , J Q , ~ . . `
ti: ~ ~ I ' ' ~ . . a ; .
ib
~ ' ' , ~O ~ ~ ~ ~ F~ rd.~
, ~y~E;,~;:~;: , . ~ ~ ~ O ti '
4,~.
~~~;r~~ d~~;{i~,ti.~;:.~ . ( n
al h•~?~F , . , i . ~ '
~ ~y~ ~::is, I . Q O t~ . ~
3~, •i~,;,r• ~ _ ~
r.3 ~ ~ ~~'~i ti . . - • ,
~ ~~~~~~y~~~ .l~ • - - • 1
~,.r~•f~~~ ~ , ~1- ~ ~ ~ ~ ~Y ~ ~ ~ r~ „ d~
i ~ ~ ~'d ti' • , ~ ~ O
0 't'C t 4~ ~l': , ' . { , , i ~ ~ ~ ~
~ ~~.'r,~tx„t, c ;~•~a~!^~,~. ~ ~ i
~ : •t;;,~;;~ ; : ~ . ~s. ~ ; . ~ ,
~ } 5`,.~ ~~,~~~tf; _ , • ~l a
. ~
J ,c,'~~i~';.!• . , I~ , ~ ~ ~ .
' r~~y'?'`~ ° • ~ . ~i< y
; ~ ti~ j',~~'~~.~j. ' . ~ ~ • ~ ~ O ~ ^^I t ~ . ' 10)
~"l•.•• :a' • ~ oR ~O , ~
~ , `R~'I:1~. . . •
.a 7,?j Q- - ~ '
~ "~~~~.'~rt,t~.,+' ~ . 0 • ' CV ~
~i "
~p r ,~,l:~ ~ t~ ~ ~ ~
' j; t' '~Pl~ ;Y:~ ltns ~►'1f ii'►
; y 'k~ ~~t~~ j. . r ~ , ~ pL ~ ~ d
I - ~J;~, ~ I , .O , w ` M •O« HR7
4t[~~y~,.~ :.~•j.'" . . . ~ ~ ~ w
~~:~•1 )'iL'U '~~~:.•{r.;' ~ 1
~~ryl~ ~f ~~~y~„~ ~ . { ~ • . : ~ ~ ~ ^ ~ ~ 1
~ y7Y~~~f.~^ l"iL} ~ 2 v , Jg
\ ` ~ Q
,
' ,.~~~:'t'~ ~ . ~ 1O ~6
Vc
r~ ~,,k ' + , ls' .7iY015
~ ~~.I ! ~..1 ~ ~ l ~
, ~t'~`~~ ' ~ ; " . v • ~ t^~ ~ 58 ti.
`T- b~~;~.'.~'~~jt4•.~. tj ~ V ~ ° t} V V ~ S b 1~ A
~ O ~ ` ti •
Ikt ~ 1 L1r~. ` I~ ~ ~ r ~1 ,
~ i ~ a• ~ ~ . ~ ~ 3r~ , .
! , 7" , • ( 1 .
( o
r 4~ . • ' I ~ • ~ . , ~ ~ .
..s
o
j,,;, i.~~~~~~; ~~',:.i-~;}~.,' , -6,,. . ~a . ` e~ ok. -
3~>~,ot ,~ty~~ ~ ; ~ . ' ' ~ ~
, ~ , . . _ 8' S
~ 1i~~'•r.• ~ f_ O A
~ o , .,~~+G~i:i ~ar~r~ K • • ~8 ~ ~
t
I
r
i
S P O K Ak N ~ y o C C7 U N'I Y
. , _
OFFICE OF TFiE COUNTY ENGINEER • A DIVISION OF THE PUBLIC WORKS DEI'AKTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
Date: i l• 1-1, 93 .
\J. L1F-,NN%E 1~~a , P•~' •
Cor4SUC:-f l Nlk E r.l60 NEF~ '
SUBJECT: SP eo I- MC-ELrr.dY Gentlemen:
A review of the road and drainage plans for this project has been accomplished. Areas of
concern to us are indicated in red on the attached plan set and calculations marked
"ORIGINAL". Please make the corrections and resubmit them to this office in order that
the review process may proceed. When the plans are resubmitted. mark all chanizes on the
revised print in color.
Please note that the plan set and calculations marked "ORIGINA,L' are official public
documents, and must be retumed with the revised plans and calculations. Review of the
revised plans and calculations will not proceed until the "ORIGINAL" set is returned to the
County.
If you have any questions about this review, please contact us at 456-3600. Thank you.
Very truly yours,
Ronald C Hormann, P. E.
Spokane County Engineer
~
Cliristopher J. Reich, E.I.T.
Plans Review Engineer
encls: 13'=~ La►vE-Q.o4A ~-°'•'s
cp . ~cn aQ.a,vJ ~ ►.i C~ F"oQ G.v-r,-T,C eS
cc: project file
reviewer (comments only)
W. 1026 Broadway Ave. Spokaiie, WA 99260-0770 (509) 456-3600 rnx (509) a56-4775L
k\w~1review.ltr SIA ~ .5
V. LENI'-TI E Ht1SA P. R.
C4NSULTING ENGINEEP.
E. 11020 18TH AVENUE
SPOKANE, WA. 99206
509-924-1298
November 10, 1993
Wi 1 1 i am H. Helnmi ngs P. E.
Spokane County
Pu?a I i c VJorks Departlnent
1026 Broadway Avenue
Spolcane. WA 99260-1070
Dear Bill,
I' m submi tt i nct herPwi tb 2 set s of the revi sed Road and
Drainaae Plans for S.P. 801-92, Billy Mr.Elroy Development for
vour of f i r•P revi ew and approva 1. I' m a 1 so enr. l os i ng cop ies of
sorrae revi sed hyclro 1 agy aT'IC3. YIydY'dU. l1 G computat i ons pert.a i ni ng to
t.his praject.
These drawings and computations have been modified as a
resu 1 t of your cormnents to siibmi tt al # 2.
I'm aIso submitting herewith 2 sets of the "208" Lat draw-
inqs ior this praject.
I f you have any quest i ons ar rotnment s conrern i ng th is
project. don't hesitate to ctive me a call.
Sincerely. '
_ _ -
~
V. Lennie Husa P.E.
Enc: 2 sets of Road & Drainage Plaras
2 sets of "208" Lot drawincts
2 set.s of Computations ~
RECEIVED
NOV151993
SPOKANE COUNTY ENGINEER
V. LEIdNIE I-3t_lSA P. E .
GONSUL,T I NU ENGI NEER
E. 11020 18TH AVENUE
SPOKANE, WA. 99206
509--924-1298
Gctober 28. 1993
Wi 11 i am H. Hemrrii ngs P. E.
Spokane County
Public Works Department
1026 Broadway Avenue
Spokane, WA 99260-1070
DPar Bi 1 1. ,
I'm submi tt i ng herewi th 2 set s of the Road and Dra i nage
Plans for S.P. 802-92, Billy McElroy Develonment for yaur- office
review aizd approval. I'm alsa enclosing coniPs of some hydro]ogy
and hydraul ic computations pertaining ta this proiect.
These drawinqs and camputatians havP been modifierl as a
resu 1 t of your coi*mnPnts i n submi tta 1# 1.
Utilities for servicing lots B, C. and D may be located in
the 30 foot wide road easement for 13t.h Lane.
If yau have any questions or comments concerning this
praject. don't hesitate ta give rne a rall
Sinr.Prelv.
V. I.ennie Husa P.E.
Enc : 2 sets of drawings
2 sets of computations RCCGIVED
, OC 12 8
SPOKANE COUNTY ENGlNEER
~c 8
~
~
SUBMITTAL CHECKLIST
PROJECT # ~ ~30 1
REVIEW 2
REVIEWER :
DATE: 93
21 C~r~ b~~
PROJECT : !SP F30 l
PROJECT SPONSOR N\c.G~.~~ TEL # Cw~~ 2-co3-54-S8
PROJECT ENGINEER (Road & Drainage Plans ) . ~~WT- 1~U46ee
. TEL #
PROJECT SURVEYOR ( Plat ) 0at,4,1 A r
TEL # 9,~4` 2RDS
GENERAL ITEMS
YES NO N/A
✓ 1. The $100.00 fee for plat review has been paid to
Spokane County for this submittal
~ 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
; ✓ 8. 2 copies of the calculations were submitted
✓ 9. The plans are on 24" x 36" sheets
~
GENERAL ITEMS ( cont' d)
✓ 10. The calculations are bound together
11. The plans and calculations are stamped and signed
by a Professional Engineer
✓ 12. The developer has signed and approved the road
and drainage plans
~ 13. Are there any conflicts between the proposed
drainfields and any drainage ditches on the plat
✓ 14. Bowstring calculations by developer are in the
file for this review.
15. Vertical curve stopping sight distance
calculations by developer are in file for this
review
16. Horizontal & vertical alignment sight distance
calculations by developer are in file for this
review
17. The engineer/developer has provided evidence of
coordination with the electric utility servicing
the project
✓ 18a. The file contains a Spokane County Section Map
/ 18b. The file contains a Spokane County Assessors's
Map
~ 18c. The file contains an aerial photo of the proposed
project area .
✓ 18d. The file contains a corrected preliminary of the
final plat map
19. The project 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
i
23. Is the entire project is located outside of an
i identified Stormwater Management Problem Area?
ck1iotv3.0/Aug93 2
~
GENER.AL ITEMS (cont' d)
24. List any design deviation requests and their
status:
25. Locate the Findings and Order for the project and
list any unusual conditions:
~ ° ~ ~ e~ •
,
~ 3. 5~ s~,~.-
~
✓ 23. Backcheck of previous comments completed
~ 24. All previous comments adequately addressed
3
ck1iotv3.0/Au993
_ F I ELD REV I EW -a~
1. Field investigation trip made on
2. Report completed and put into file 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:
cklistv3.0/Aug93 4
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.
~
JWT l lo ~b .
✓ 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 project and a copy is in
the f ile :
~ 5. I have sent an "R" 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).
ck1ietv3.0/Au993 5
ROAD PLANS (cont' 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?
J 12. STREET WIDENING
12a. Are curb design sheets provided for widening of
existing streets?
12b. Does the curb design conform to Spokane County
j Standards of section cross slope (Between 2o and
~ 4.5a)?
9
► 12c. Is there a street cross section shown for
'I widening existing streets?
,
~ 12d. Does the proposed new width match the width
~ required in the Findings and Order?
4
p 12e. The cross-section shows:
~ existing R/W
~ proposed R/W
a future setaside
12f. 100' (min.) pavement taper into project is shown
" (1) There is adequate R/W for the taper to extend
,
~ from the new paving width to existing pavement.
~ (2) There is inadequate R/W for the taper to
S extend from the new paving width to existing
~ pavement; taper extends from existing paving to
R/W.
i 12g. Length of pavement taper out of project meets:
WS2 = 60 for design speeds s 40 mph
~ wS for design speeds > 45 mph
ft. min. taper length approved by County
~ Traf f ic Engineer
r 12h. Transition from end of curb to existing paving is
shown (curb should nose down in 1211)
ckliatv3.0/Aug93 6
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 0.8%, 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
✓ slopes
~ vertical curve length
horizontal
✓ curve radius
i intersection separation
150' on local access
i 300' on arterials
13b. The plans show the typical cross section for
streets
~ 13c. Does the proposed street width match the Findings
and Order?
13d. The cross-section shows:
~ existing R/W
~ proposed R/W
✓ future setaside
13e. Does the typical section on the plans meet
/ Spokane County Road Standards?
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
0.8a?
Ck1iotv3.0/Aug93 7
ROAD PLANS (cont' d)
~ 13h. If curb grades are below 0. 8 0, 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?
✓ 14. Has an "R" value test been performed for each
soil group?
✓ 14a. The pavement section is adequate for the R-value
and Traffic Index for the road type
V 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
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
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)
~ 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
~ on the plan?
I 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
ck1iotv3.0/Aug93 8
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)
60 (mountainous terrain)
19. CUL-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 2a 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 51x5' 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?
i
~ any drain4ge 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?
cklistv3.0/Aug93 9
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?
r 23b. Can a drivewaY sloPe of 120 or less be maintained
between the right-of-way and the building setback
line?
I
ck1iaLv3.0/Aug93 10
DR.AINAGE PLANS
✓ 1. Has a plat map been submitted which shows lot
dimensions, street widths, etc.?
; ✓ 2. Was a map with contours spot
~ elevations submitted to properly determine
i drainage basins?
✓ 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
storm if developed)
f Onsite (10-yr storm)
Q for entire area
✓ Q for roads only
INFILTR.ATION POND
~ Actual pond volume provided
DETENTION POND
; Release to pipe system:
~ ✓ contain 50-yr developed
i 1 release at 50-yr pre-developed
secondary overflow to pipe in control
; structure for 100-yr developed
; emergency overflow weir for 100-yr developed
i I sump prior to outlet to control structure
i 1' min. f reeboard
; grassed sides/floor for publicly-maintained
; ponds
i _ sprinkler system for publicly-maintained ponds
Retained on site, no drywell:
; contain 100-yr developed
emergency overflow for 100-yr developed
i
i
208 SWALES
208 swale floor area, volume requirements
~ 208 swale floor area provided
~ 208 swale volume provided
ckliatv3.0/Au993 1 1
DR.AINAGE PLANS ( cont' d)
~ IINDERGROUND GRAVEL GALLERIES
~
i
i
; ✓ l. .3 void ratio for gravel free space volume is
~ used
i
i
i
i : 2. Perc rate from field test is used to develop
outflow rate
i d
i
~ 3. 10-yr event volume is contained entirely
underground
i
i ~
i . 4. 100-yr event volume is contained by a combination
i of underground storage and above ground storage
up to 8" depth
i
i
5. 100-yr event volume is contained by a combination
; of underground storage and above ground storage
; exceeding 8" depth
i 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
ditches
gutter flow depth is less than gutter height
✓ Backwater - pipes, ditches
~ Headwater - culverts
✓ Curb drop/curb inlets
on grade ( f ig 16), sump ( f ig 17)
~ Grates - sump ( f ig 15), cont inuous 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
; 10. The drainage design maintains existing sheet flow
i patterns without concentrating flows
ckliaGv3.0/Au993 12
DRAINAGE PLANS (cont' d)
i V, 11. Does the entire plat lie outside of designated
; 100-year Flood Plain Area?
i
; V/ 12. Does the entire plat lie outside of Zone "B" of
; 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.
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
~ i elevations for all inlets are shown on:
i
plans
i ~ prof ile .
6. Grate type is shown on the plan and is
~I 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
cklistv3.0/Aug93 13
DR.AINAGE 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.
~ 10. If inlets are in a gravel road or a dirt ditch a
6' x 61 A.C. apron is shown around the inlet.
~ 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.
/ 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 11 deep. Should only be allowed where
constrained by obstacles)
4. If depth of water from bottom to drywell rim is
between 6 and 8 inches, soil mixture has been
specified which meets Spokane County Guidelines.
; 5. Drywell is:
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'
vl/ 7. Multiple drywells are located more than 30'
(center-center) apart
cklaatv3.0/Au993 14
DRAINAGE PLANS (cont' d)
i ✓ 8. Soil type is appropriate for drywells (perc rate
~ z 72"/hr)
~ if not:
i
8a. overflow from a swale at a low point will be
; directed away from building pads by
i .i an identified easement over improved ground
an existing natural drainage channel covered by
~ an easement
~
9. Drywell location does not conflict with
underground utilities.
~ 10. DrYwell tYpe is specified.
~ 11. Drywell grate type is specif ied (Type 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
✓ 13. Does the note: "Wrap the drywell with a filter
fabric (Amoco 4545 or equivalent)" appear on the
plans?
14. Swale floor elevation is:
✓ specified
v- between 6" and 8" below the drywell grate
elevation
.i 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
i
~ minimum area is shown
i
the area matches the required area from the 208
calculation for impervious areas.
16. Easements for the 208:
✓ are shown on the drainage plans
17
,
are shown on the subdivision plat
are of adequate size to contain at least 6"
~ freeboard above the max. water surface elevation
i
i 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.
cklistv3.0/Au993 15
DR.AINAGE PLANS ( cont' d)
1 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 specified between the drywell and the gravel
; envelope
✓ installation specification is adequate.
20. Irrigation plan for County-maintained 208 swales
i 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 from 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
CULVERTS 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
ckliatv3.0/Aug93 16
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' (HDPE/ADS) or the engineer has provided
trench details for upgraded pipe bedding for
these areas
✓ 5. 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)
✓ 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 exceeci this standard.
J 8. All angle points in the storm sewer system have
suitable access such as a manhole for cleaning.
✓ 9. At locations where two different pipe sizes enter
the same manhole the 0.8 diameter points of each
pipe are at the same elevation. (Note : Exception
allowed for drop manholes)
✓ 10. Is there any downsizing of pipes in a systems of
pipes that are 18" in diameter and smaller.
f 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.
✓ 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).
~ 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
; "B" , f rom back of curb f or Type "R" )
~ 15. The plans and profiles show all culvert pipe
types, stations, offsets, lengths, and inverts
cklistv3.0/Au993 17
I
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 configuration 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 15a.
/ 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.
25. Ditches with eroding velocities have a proper
lining for erosion protection.
26. Water will properly flow from an existing or
proposed ditch on to the pavement as proposed on
the drainage plans.
✓ 27. Where the ditch profile passes from cut to fill
the flow has been properly disposed of.
ckliatv3.0/Aug93 1 $
I
r
EASEMENTS
✓ 1. Adequate drainage easements are shown for
maintenance of drainage ditches or pipe systems.
✓ 2. There are easements proposed or existing for
natural channels which cross the property.
~ 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.
~ 5. The maintenance of drainage systems within
Spokane County ROW has been properly provided
f or .
~ 6. Appropriate drainage language has been provided
by the reviewing engineer to the surveyor and/or
engineer who is involved with the platting work.
7. Pre-existing drainage easements on this parcel
i are not affected by this plat
i ,
~ 8. Overflow easements are provided from swales/ponds
, located in low points
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)
cklisCv3.0/Aug93 19
J
~e-
g/I
Q1f ~
• ` / ~'~G ~ 2.~ ~ i IE
rz
Vv
iit~G ENG A L
12018~ ~ ~ - o
99206
y ~ r
~urLtG ~r;- .
5~J
zo~ci
a~SSIO
~jIB,
= fi ~ S a z S' , ~ - ( ,S?. S
t f j oo~
1
. ~
u~~ic oa~v
oFFI ~~~N~.~ ~s oFF4c~.
E
1
. gpOKANE ~ N !2s O~IG~
- , -
1 E ~ ~
PpOJECT
, c CugCJ11TTAL # ,
-
R cOU~T`t
ETURN To
~ n-le)
~ .
A ~ Z - ~ j ~ f ~i 5`1•0
A,
o y f' / 1 ~ f ----.f - ~ . , . f•' i~ f f`~
:56<~
; ~ , t. ~ , , , ~ ~ . v ~.r
, t~ , f ~ • ' ~ ' ~ ' ' ~ i ~ ~ '
~
~ ~ ' ' • `J'~. • `h~ ' ~ r . ~ ` ~
~ ' • ~ . , ~
1.~ b
NN,
E.~ . ' .
~
~ . .
~
SO/
V. LEraNIE HuSa, P.E
CONSULtING Er;^,;:fER
E. I10201STHA7E.
SP01uK- V,a 9`31C5
S
~~U) l! Z-S,
G. 0 6 Cc~~f
V4- 3 Z 4 (/.z
~
~ . : o . go ~ c(
1 ( 2G ~~Z~ ~ c~l, 71
_
~3 s6 0 - 518
C~cr~s
ee- yt-- z rer=-~~ ~s
/y~~~,~ Z-
~
fo~ U S T.~/~-S~.S
V. LENNIE HUSA, P.E. S , p C9 o
CONSULtING EhGII:EER
E. 1102018TH AVE.
SPOKAt=E !':A 53105
-79 r ee
~~G 4 rct e 1~~~ E
3j Cb . 3G~ ~G v 5)'~) w.f rLe
~ b
, LG
cco~)- ~
r/
-!47 ~
~o . ~ci~ ~r)
Q,
a '
Z 5-
~
,
o . 3S
2r~4~~~
, . ~ G I ►r,,~a-~-
~2S-~
= Cd. /sj = ~9~ G 9 1~ri~r IA~
L V0,
/,Z-
z-~-
~ = C'~s~ - O,~S~ ~3.g9~0•~0~
C ~
'V. LENNIE HUSA, P.E
JONSUlT1HG ENGlNEER
L 11020 ism avL
SPOKAN.E 1iA 99106 ~C(l'~
< 7-
('0. 3 0)(a,s3~
G. S 8
T~- = CT ~ v
S
o/
v p.GG2 ~ ~ 4
CJWI. -
\J
Z~S~-
,
f
6.40)
b v e r-~~~c~ tc- = C T ~ y1
D. ~
~ ~(?ff1C
o
Gl~~ 9`'~t/yI
= . 3 g ~ (3, ¢4- G~ c'~ S
CO
~ 2 ~-C~ t-l~-t~ ~2 e_ ~ !-C l~ ~ -~-¢--G ~-r~ C G G~~ `~~r ~ ~ ~ ~ ~ ~ ~ ¢
4- CO, --3 a) (0,527) _
0.3 S
h o,~
O v o k'la lC ~ 7-c = C-l- • ~ ~ ~ 6, oa~ 4 7 A
-1~ = I .0 Azr ~ y
o
3 .
v LENNIE HUSA, P.E. sP 86 z-
-X;;suirIr;c E~GRIEt
E. 11020 isTH avE. :
sPo.ur,~ t7a s32G6 O
cl tA-~
9 ~
GG !-t d- ~ f~a ~r 74 -~~/l Pv,el~f•~t
0'
~lop7~
(Z Z 6,70J I•(9E)
ID e, `t- E' ~ 1Zt / k E61411t
~j f-nLf lt J ~ 4 ~~4 C •S ~ Z C w ~ .11
~Ct Li ,e 14c. -P ~ 4- PS Q , d S Gl~ ~ G
Gt-4 ve ~I? s~-
Gc~ /~lva fe
L-
- E lG. G s) Ca.~ti) 4Z ss.j 4- s-q1 (p.3 o6) o,is~
G =
c f.,711~ = 0.3 g
So~15 f-e 4? 15
c~3 S~Gr Z,o~Azi o~ -4
v e
USD~- Se s - iLre*r--cGr ~ 969
~ . .,L7 /#,Oooo-
Q ~4-
~
z.o
~
p~~
E~z -4 g, 8)zz4~-_ Cl o2
J.Er;NiE HUsA, P.E
:;O'NSUlT1" G tFy~~~:EER /
E. 11020 18TH A'dE. ~ / ` /Y I ~l ra iJ . 14lZ g `,3
SPG~'~f~E ti,a 13920S
! ✓
24- e f k)7!~1 c -iT GCJ"t V Co e--~ • C
~ss~~e -~e~~~~•i~ aC~wAt a~
y.
f C~ ~ d t~ / Aff k- e
~ f C., c-f Gfc~ f' ,.S / z e
v eI-a e r,e 4-
~ a ~~rs 1,33 fj, o, ~ b U, ,3 a
~
o.zs0-) 4 ~.3J~as~ fCo,,~,
C = o = 0,Z J
~G
- G~ 5 s cr Gt ~e -1r C 9--
~ n
z /J ~'1 ~ /~C~ - ~i ~~J
- ~ = ~ ~ C'~S < zGS ~ f S
~tif ~ r~e. Pf-~sP~rL
o ~ G~ S e
11~ v.,, '
~/is
9 z
V. LENNIE NUSA, P.E.
CONSUlT1NG ENGIilEER
E. 11020 18TH AyE. 17"~dt'4--C7--j /a CS
SPOK~4hE !':a 9~2 es
~ e4-e rkzi 1,~fG 2e5 0
~
~ G~ c~ ~ GQr~G~ l!~ `t~ cSG~,' ~:.~G ° i-/✓_ l.~O, j~-
' `
~~i Sl•t( Gc~f-~c~~ L~7/- "B
Z
~
~ ~ Z ~ ~ ` ✓
, - 1 a 4L l~~
L 3~
e
S/ dp
(c~~ c~~ / G -f- ~3~~U, r~ / S ~
~5 = ~/✓a~~ ~J ~>~,5~ ~O, ~ ,
C J ~
74 *G w ~ cl
1-7'1-G 4z-,t Z, e ,,,,ty~ 18
r
r -c-Gi
6e <
U 7/-- I'D ~ .
613 3)
3GC°'
2, JT'
,
v a . -
i
. . 8/s
V. LENNIE NUSA, P.E. '.ANSULTIN6 Efl'GINEER -13 o~~G~E?
E. 11020 I8TH AVE
SPOEUhE 1';A 99105
CD) 6p
'J
~G ~c, 4
(1c.. l ~ -31~
Q~--j
,~~"r!~ e l~ ;71
~
y
4~~-
V. LENNiE'NUSA, P.E. ;
CONSULT1tdG ENGPtEER
E. 110201GTN AVE.
r6 9~"
~ SPOFtkt;F i'IIA 99206
;Il!i~ST~. INb MEjt3l~'.T,f ~~C i CI. T l~li~ pa511i C
~
-n ~i} j-~i'
~
i,f
~i 3`_•:,~~ ~Ei'_: 'IY ~~i.~.` ! ~T.ri i~rfe f)Y5
~l• .,?TE~} B~`i~,: V. t„r~ 3q_ d
~1C~:'t'Fr ;C~.
E:_fi{~t„ ~ t ~l l ~ ?'f_ tit~._: .
{n~fii ;In u LE c~
~ Ffti~ ~eT 0 0-- n C, .,•1rIUle s1 ?,f••~E
!l~~Ci:.~C} ( rrj) F `ifi
EpCJiK:4 Ltr~LY 1 jVri 1(`.ii ~ yti
~ra1f1_no ir.`.L (L~t'FSj
r
ul e,~.
Ht a-
~ fip T.
Tl'me I i tnl L
r t1 C, -u 1j ll ~ -1:-rsj' o
1HIL i~~~ t 3
• ! M) 3 I~:. t: J ~ ~j{ ~ iJt VL'~1 'L~6
t_e C.~ GCi~=,4=et= ifi.?~1r L•r~ CU. F?. Yi. v
r ~r•~ ` cr •
J J':ti 4; ~,j ~i:
~ J9.~ F'i, l= jii~
1 ii .•v~~ L~40 LA . 5.6 ~t~L j ~iii~ • -
( [ r ~y ~g t ~q
1~~ nilk:~ J~- ~l:ll ~ 'i 3b
r
0 11f~F! J'tt~ ~.71 !M~~! 0. -r ~4 I,V-A ~t~;'t -
< - . - ~ t, r • ~
~ J.}'• .~~1: A. 11 ,
~~'?l+ 10 .2 1 ul'~ f.00 !R (iif
~..10 Ej
r. ` _ r, : ~ -e 7 • el ' i
~•4liU 4
V >>17 17
. • f~ t
~i`1 J~ttp ~}a ~i. ij, i4 .~.1=!.°- ! _2
:J l~
-j~6 ,'•.~i(11j
"Ij~
-;;A 11-
's~. I.ENNi~ HUSA, p.E ' G~- c1 ~ ~~.5
~o~:su~tir;c Er;Li,:~E~ ~j ~ 1~c ~~f-~
~ Z~~~
E. IIG20 1`~4' .'~.:'E.
~iPC~~F+i•~. ~v.i `.r,~.~~ J ~~~~U~~y~ o= ~T /~~~Z
~~:~~;~i:`r-~~ ~it~ii~~~i iicc~t~~~i~;; ~~;a~ ~ ii~~~! ~
~ 4~~~1'~7a~ -
~~E~'~~i c ~N ~t~}-41 tl ~ 1~ ~Cf lt'~w
~f a~•~~~ ~~r~. fs}'O?4 f~. ! it~ ~~~f~. ~t~.+r ~~i k~G~,
~,i~t~~~ITF~~ C~1~: t~. ~LF: ~il;~v L'~?~: !LL'?~~~i l~~
, ~
IGi~ _(lCr ~ri°!1~ tf',>'.fl~:~: ~ sf:~l
f
! I~° r'~ 1.LF~i. 4G~'t~:L~e~1 Iu,=~ti.
t~l T T i G~; : I.:1i- ~
~l~.t~~~►~1 j~~1~ Ftf?Y; ~~'~wt 1' iti
~~r~:f1d{j: ~~~'u ~~Ci~=} ~'r,t?
i+°`l. °E~° ~~Cic~~"
i_' si r ~ `i 1=
; ~ 3 k: , !
ii`n':~ i~~~~ : u~ ~ ~~~Tjf' t~{iG~ 1~1! LS r` 1lrti ~ L61r~ 3 :~i tt ti`~i _~~IL1~'~.~ii~
ic- ! z. ~ E__-: . . v _ :n .t
; j t'z-~ :i f ~ 'cct`• : ~ i ~ 1.ii. . ~~a l•l':, ~ `t.i!. ~
(ni~es •~~~r • v.~~~ ~ i• i i ii ~
. . _ ' ~v ,
w ~J ~j ~if ~'1 ~ u 9~~~ w 1 h 1~~. t~ ~3 : i, ~ ~
3`j .~h~ii~} ~3\~ij _ea'~r 5~.~~~ atisY ~~2: : ~~t1 .r..
tJt ~ ~l•' C`i~Y
i v 4!141 ~ti4i u~ E•`'. f~~ C`ii ~7G i 1 r EILI ~!itf -r' ~ 1
+;~fv ~iE `.tl~~ ~ 17 9i ~r~t tt ' rl lif t } f~~ e~~ ~L ~
L'. F ~ r. a• r iz. . r v~~• 1•: s r 1`~..:
LS ~~~~1~ ~t.'~a l~vd l~~ii[ :i~~.~7 i? ~e`~" ~i:~43 -jjl
1~,11.'• •`_,!(1 1.~~ lt,~ ;F.,.'•f i`.~ !.L~: ft~;::,: ':;i.t+
~
_~J .~j1~1~} :~~f1 ~1,i~ t4,:ii !~~J~` ~js1~3 't~,~~:
r
j~~j lfitlip ~'yi'Ff) ~ t ;r ii = ~i -~j i:'~ i ).r~ /,a ~
T: LI_. V~t .tl•V: .D~~~• t'J: f`'\i V\t -~l'`i
i:~ i~tl ~ ii" t~ i~ ~~7 ~ilh i. -j~f~j
tii . b.~~ =.t'~ ,1 L•.~ ~y~E :ii~l
r.
a{} `.~lil(~4 ~jifi ~ . ~~lt l~. _,c v: ~ ? , ;,iSriif
C= • ti r r.~ -7 ~ --r-' i
' ~e~ ~ '~.~_t ' ~ j {~i! -.~aii _ ^,'rr
Jv Ja ~ ~L~~ ~i a._. LTi.
.!1 1-a"° - P'lo^ h
. ~
• +t Y r ~ ~
PROJECT~ S~ (3QI ~ 70._. DESIGNER N z
-0;~g-DATE :
P1 YG (S ~ A
~
HYOROLOGIC ANQ CHANNcL INFORMATION SKETCH
~ STATION : C---) sL tn
'Z u So: OcS,-
-a
EL. L= ~ D
} n:
' AHW1= 2, GQ ~
p~ T w Tw
~ - e-, -5'3. 46Z c~ r' , 5 yc-
EL. ~ El.
~ - f
(Q1 = DESIGN DISCHARGE, SAY Q10 , 050~
CULVERT DESCRIPTION HEADINATER COMPUTATION 0 SIZE OPEN FLOW I PRESSURE FLOW m ~
_ - - ~ o COMMENTS
(ENTRANCE TYPE) d V d V Inlet-Outlet V~ 2 HW d dc• ~ TW h LS 3Hyy 0 j
K e= l~ p c c n n Control _2 9c 2 0 0
n Z
~ ' . ' Ou+l.~ f-
iGi`~" 6.74--i .
. i ' . ~
. I
~ SUMMARY a RECOMMENDATIONS :
m N N . ~
1. ANW = ALLOWABLE HEADWATER 2. HW = d+ ( I~ K. ) 3. HW = H4 ho - LSo dc ~ dn = Inlet Confrol, use dc, Vc. ~
2D OR LESS FOR D~18" 2g (Use Fiqure to. dn>dc = Outlet Control, use dn ,Vn.
\
1.5D OR LESS FOR D>18'obia(n H.)
I
s~
~r. LE«NIE HUSA, P.E.
,,OKSUITIr;G ErrG1►;EER
E. 110201$TN AVE.
SPOi(T1. tOA 99206 Cl Ce /~~e'S
C ~r e G w c~ P IC~ c
/V,
. . : . ..t . . -.~,t 1:~ ~ ~ ~ ~ .i. i"` E._, ~ { ~ i• ~ ar E f 'ti `y.: i -.i .!.ti._ . ! t'" r~• S . }.~:C. y.. ~r•. r~ t ~ r..
t- ; i ~ (~a c._i { e'_'. 4 . r ' 4 ~ 7 ~ . _t F i ~ t. ! 1. i t_. < .f. T
„ , - :.r~,._ , .
`F~.~.-~
r.. ; . f.. r_ f~ ~i'-. t... y. - . . e rt ~ r^. '
. ( • 1 `
. ' ! ~ i : '1 L.. S ~ f 1..: s { r'''' t Ez~ . ~ ~ = 'I )i i ~ 1 f. ...t i it•~'r
f
} Y . ~ M. _ ~ .t ~ ~ •~•3 . ~t . . A.~ 4.. l.. E.. t...
~ • ~ r, ~
~'t r..:: t".. F.:5 ~ r..~ z, i i r a. j i Y^ : c_:,
.f ~ E ~ „i ~ S -1• ~ .~v- ~ r. ~ ~ n .
• i o m a°i i d t 1 , c_, .i.. 3. i., L-, 1 J. i~i y" i = l:.•t'~" i u r i
Pf 1'- Sa: (",f f.j, ow, A) :tr-7 Ci i.. ~ : ti, i
14 El 't': r_a r'~ r' r..
5... 1.. ! L.~
t • •
r"~',: ~ , L t"." :Y F:'
Si Oj..':::' i..ef WtL.. h !S} a r .."t 1 "¢.."C.
y.., :i t:o 414' 7.::. iE..~ f i l:. ci ,Y' W'U::t ~..li'.iC'~:{~
I o f : 'r' ,:1 1. t •,i : ? r-i t ~ .'=a c:'
:
, c_ ~
r• l. t..14 1.i QL.41saif!, r•• ti ty .J. . t i _tr r°
: i ~i a f..r_
C 4 S'J
~ f ~
`-4 l_EN11rIE NUSA, P~E /'V~ 24-/,~6 L v~~C
vOEtiSULTIP~G Et~G1►iEER
1. 11020 11iF~ ;vE. /C7'1 C
SQOX A t ZZ. I *:A 9 9 1-1 CS
/A/, 71~ 116005e? -
'r-'(.:li::i~:'A 1'~l F D F:: F:CJ!'1s `t'l" T N G H'D R.1 i: F';='Df= F'~a~ Di~ i"? j Fi:HIr:.;~' W I..+..f-i
~ • . ~r.. ~ ..:;;~,a~•. °ti .
.9.. , r- ; : ~ r• . f~. ~ t.! , {io z.) ~x,i t•"
1 4.3 1. r ~ ~ 3. ~ ~
T Mwt t F..! c-, 4" i° o vJ ' {:i f a. f e t
L •W
.T. C) }:t r°= .i. 1:. ! l.
i-:l'• (•:i't.i cif 1. r°•i.,I i • r.~ , r-,~,^
W e t t I I~I r, r 4 4"•i I.
~~i
4
~ i v d i •_1 J... I. C 1..i 1_ 1 :i i 1..; L~ l-' + 1 e _e
J. c • ~ + J. . .f-
L.i C. ~ f i • .t. ~ ~ . 'Y" , i., ~ "1 , , ; i
i t
c°s I i._ l. .~r y: .CI ~ .L ; 'S" „ . e:; t. , ~ i_?._.•
. Z-toooS e
v LENN1E H,USA, P.Fr
rANSULTING ENGI;;EER
E. 11020 18TH ANE.
SPOKANF 1'iA 99206
C cl/
de l 3 74~
,..l . , . , ~ ~ . _ -t,. ~ CP. ~ ~.l.~.-4 ; ; , •_`_:.,.:.i ~.ti.,
,,_1 I ~ t d°~t 1._• { 1 ~ ! 4. ~ ; ~ ~'`•I ? '7 1' 1.1 i..i , .I. 1-::. : l .I. r~. ti:i t~l~'I I• =l ) t j. F1't
v ~ s ht ` f 3 r ~ r 7 _ i~ ...i . la ! ir'• 4 Y"' ' i ' f _ ~ i !i a ~ ~
a. i••i I ~i l:_ t._ `-t SW I'°. ~ _ _ . t,1 ~ . : ; A.: r . . ~ n i-..i .~c .~:s ~ j}..: r-
n .1. _ ~ JlJ ~::.1..... ~ _
F? pJ ti h C.1'Y" f f. ti ) w ( Ci i l. rl 'Y" i:: E' k.. i. -4
0 p t :1 i i't- ~ r-:, •F •t- i ::?v"I I :s r°i t- a. ,z i,• _ `
t-; 7 ~
l'.. ' c', 1::. 'L' : 6 ~f ~ i. - .
i~ • rq
1c..-ti • 1 - :a ' :s . ; ,i_ ~ . t
s.. t... t::f L= 'r" .a ' f`i t• 'i". , t ~-"•s j~~ a. ~ ~ ' f
~,f c:a r- r..i :i. z c_ r•• ; t t:! i t..~ r.. ; i. n~~:
W 1 tCd. 1 1 i s' 7 ~ ..e T° t/ft- C) tl C. 5 3 1 _
C. C'7 WA' C:!. E:: f A 01" 1'" :"'i LQFM,r..:. c.:: cl. 040
F I invi 'Vc:r 1. j. -r ) i rt 4=t
F : r':'t t q ~ E c ; r..t .C:. 'f= 's 1.:a t i. Lv_ ~ ...i , r , J f:' C.::n '
~ _ . . ~ ~ n .
~
~'I
,r,ORSE!!I![:u Ei1vIi,1EER ,A //G
E. 11020 1fiTN AVE.
S°Qr,~i? - 1',A 99206
~ 4 G' C t'G ~~c c-.e, c b
~ SC/ Z-
~
r.. , ~ . :..4 r..~ e•~ i - ] I':: -
f~~. ~ ~ . . ..i.. ~ ~ l
19 ~...r;- ~~v. ~.:E r- r ..r.x:: ~ ~ ~:;+r =
~ ; ~-ir° ~ ~ 1 ~i ~
. r..: » ' , • •p i _
~ + f y ~ ~ _ A r•t . 9•-•
r4.
~:7 _ f L_ i=: S~' , r., ~ a iL,_ l_r s..9 ih,~ ~a ~ • : h~ 1. .1 . "j' ~l ..e ~_s r ; : L. ~w~ ~
.i
i-i c::, , .d t.. ~ •l~• 1 . i •f.. , • 1. t ' ~:.,i r` } .l. ,-•1 r-~ +
~vi v-4.. I1
..~.t:) ; 1 :^d i i`i C { ov" { J. F'{
N4.` i::`• i.. ~ ~ ~ i. • t ~ti i
~
C~~ • f=f r . {~"I (::I 'f" ~ • i a
4
W~ r t 't di r-! E°: ~ - 3. tP (2 ` fi'. El 1- : !r,+ t:' 1 r-I l::a t ~ 4 :3
`7~
t S ; T ;_o t.1 : i a... r ca d i US s. • 1 .i r I T ` . .
. . . . . ~
l.}.' (J'~" i..i .3. r- i' l t--~ .?°•L ,•'r .~._'C' ~~i , i"li:t` °•i f-Sf:.
E t~: "i° r•. f ; ~1 r~•: ~4- r•. ! ~ • d-•~ r•~ . ~ c~.: f.. ti.. j Y
i~ .~.I. C1 ? •.E ',v' ::a
i~
1 P'i?:1 5 j.~ ^ 1' •t~' \r1 i` ~y' .a~ 1 a r i.^
. . o v ~
r t r.
. ~
6 l~
,
~r,1~ 1 1
S P O K A N F C O U N -F '1'
p $r
_ ,
OFFICE OF THE COUNTY ENGINEFR • A DivIsioN ar• rHE Puai.IC WOKKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
Date: 10 • 2cI • 93
suBJECr: 5 P 801
Gentlemen: L. I~N N 1EOUSa
A review of the road and drainage plans for this project has been accomplished. Areas of
concern to us are indicated in red on the attached plan set and calculations marked
"ORIGINAL". Please make the corrections and resubmit them to this office in order that
the review process may proceed. When the plans are resubmitted. mark all changes on the
revised print in color.
Please note that the plan set and calculations marked "ORIGINAL' are official public
documents, and must be -returned with the revised plans and 'calculations. Review of the
revised plans and calculations will not proceed until the "ORIGINAL" set is returned to the
'
County.
If you have any questions about this review, please contact us at 456-3600. Thank you.
V ery tru ly yours,
Ronald C Hormann, P. E.
Spokane County Engineer
. '
Christopher J. Reich, E.I.T
Development Services Engineer/Manager
encls:
cc: project file
reviewer (comments only)
k1wlf\revj9wtWG Bro-,Wway Ave. Spokane, WA 99260-0170 (509) 456-3600 FAX (509) 456-4715
. ~
SIIBMITTAL CHECKLIST
PROJECT # ~ 80 ~
REVIEW # ~
REVIEWER: G• EE►c-"
DATE : 2 93
PROJECT : ~P i3ok
PROJECT SPONSOR :~~~~~r r~Ic~tL CaY TEL # l~e> 2b~,-54 ~rs
PROJECT ENGINEER (Road & Drainage Plans) ~-~r~*►~~ 405A
E Itcn~ +8~ OF-
TEL 5F014-,N-Qc, c•Jp► 9920(0
PROJECT SURVEYOR ( Plat )
TEL #
GENERAL ITEMS
YES NO N/A
. V/ 1. The $100.00 fee for plat review has been paid to
Spokane County for this submittal
✓ 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
~
; ✓ 8. 2 copies of the calculations were submitted
✓ 9. The plans are on 2411 x 36" sheets
. ~
GENER.AL ITEMS ( cont' d)
10. The calculations are bound together
11. The plans and calculations are stamped and signed
by a Professional Engineer
✓ 12. The developer has signed and approved the road
and drainage plans
13. Are there any conflicts between the proposed
drainfields and any drainage ditches on the plat
~ 14. Bowstring calculations by developer are in the
file for this review.
✓ 15. Vertical curve stopping sight distance
calculations by developer are in file for this
review
✓ 16. Horizontal & vertical alignment sight distance
calculations by developer are in file for this
review
✓ 17. The engineer/developer has provided evidence of
coordination with the electric utility servicing
the project
✓ 18a. The file contains a Spokane County Section Map
,i 18b. The file contains a Spokane County Assessors's
Map
18c. The f ile contains an aerial photo of the proposed
proj ect area
18d. The file contains a corrected preliminary of the
final plat map
✓ 19. The project 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
i ✓ 22. Is the entire project located outside of an
i identified Flood Plain Area?
i ~
i
; 23. Is the entire project is located outside of an
~ identified Stormwater Management Problem Area?
ck1iatv3.0/Aug93 2
. r
GENER.AL ITEMS (cont' d)
24. List any design deviation requests and their
status:
25. Locate the Findings and Order for the proj ect and
list any unusual conditions:
Lujba~ ItCL . .
la. - 5
~
23. Backcheck of previous comments completed
'7
24. All previous comments adequately addressed
ck1iotv3.0/Au993 3
. r
FIELD REVIEW
1. Field investigation trip made on
2. Report completed and put into file 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 proj ect?
9. What kind of ground cover exists?
10. Describe any existing channel conditions:
11. Describe channel cross section:
12. Existing Curb Type:
4
ck1iptv3.0/Aug93
' 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.
✓ 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 file :
I
✓ 5. I have sent an "R" 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).
ck1i0tv3.0/Au993 5
i
i
ROAD PLANS ( cont' 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 2% and
4.So)?
I
~ 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
y future setaside
! 12f. 100' (min.) pavement taper into project is shown
@ (1) There i s adequate R/W f or the taper to extend
~ from the new paving width to existing pavement.
(2) There is inadequate R/W for the taper to
H extend from the new paving width to existing
pavement; taper extends from existing paving to
R/w.
~
i
a 12g. Length of pavement taper out of project meets:
~ WS2 = 60 for design speeds s 40 mph
+ WS for design speeds > 45 mph
ft. min. taper length approved by County
~ Traf f ic Engineer
12h. Transition from end of curb to existing paving is
shown (curb should nose down in 1211)
cklioCv3.0/Au993 6
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
~ slopes
vertical curve length
horizontal
curve radius
; intersection separation
150' on local access
; ✓ 300' on arterials
13b. The plans show the typical cross section for
streets
~ 13c. Does the proposed street width match the Findings
and Order?
13d. The cross-section shows:
✓ existing R/W
✓ proposed R/W
~ future setaside
13e. Does the typical section on the plans meet i
Spokane County Road Standards? 'I
✓ cross slope is shown ,
✓ cross slope is within standards ~
cross slope is correct when checked on profile
13f. Curb type:
shown
O 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?
cklistv3.0/Aug93 7
ROAD PLANS (cont' d)
/ 13h. If curb grades are below 0. 8 0, has a special note
been added which requires a licensed land
surveyor to veri fy that the curb f orms are at the
correct plan grade prior to construction?
✓ 14. Has an "R" value test been performed 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
✓ 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
~ - 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)
~ 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
on the plan?
d in the prof ile?
► 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
cklistv3.0/Aug93 8
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)
100i (flat terrain)
80 (rolling terrain)
60 (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 prof ile
20. INTERSECTIONS
✓ 20a. Do the intersections meet the 2a 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 5'x5' pad is provided at the top of the ramp?
~ the required 51x5' 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?
✓ 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?
~ 22. Is there a need for erosion protection?
ck1iatv3.0/Au993 9
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 12 a or less be maintained
between the right-of-way and the building setback
line?
i
~
cklistv3.0/Au993 10
DR.AINAGE PLANS
✓ 1. Has a plat map been submitted which shows lot
dimensions, street widths, etc.?
2. was a map with contours ~ spot
i elevations submitted to properly determine
i drainage basins?
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
storm if developed)
Onsite (10-yr storm)
Q for entire area
~ Q for roads only
~
✓ INFILTR.ATION POND
Actual pond volume provided
DETENTION POND
; Release to pipe system:
; ✓ contain 50-yr developed
release at 50-yr pre-developed
i
secondary overflow to pipe in control
i structure for 100-yr developed
; emergency overflow weir for 100-yr developed
sump prior to outlet to control structure
~ 1' min. f reeboard
; I grassed sides/floor for publicly-maintained
; ponds
sprinkler system for publicly-maintained ponds
i Retained on site, no drywell:
i contain 100-yr developed
emergency overflow for 100-yr developed
i
i
208 SWALES
~ 208 swale floor area, volume requirements
~ 208 swale floor area provided
~ 208 swale volume provided
Cklistv3.0/Aug93 11
DRAINAGE PLANS (cont'd)
~ IINDERGROUND GRAVEL GALLERIES
i
i
i vl
; 1. .3 void ratio for gravel free space volume is
~ used
i
~
2. Perc rate from field test is used to develop
~ outflow rate
i
i
; ✓ 3. 10-yr event volume is contained entirely
i underground
i
; ✓ 4. 100-yr event volume is contained by a combination
; of underground storage and above ground storage
; up to 8" depth
~
~
; ✓ 5. 100-yr event volume is contained by a combination
i of underground storage and above ground storage
; exceeding 8" depth
; ✓ Sa . Soil mixture is specified for water depth in pond
; exceeding 8"
i
i
; ✓ 6. Entire gallery is wrapped in filter fabric
CONVEYANCE
Conveyance -
✓ pipes
~ ditches
gutter flow depth is less than gutter height
✓ Backwater - pipes, ditches
✓ Headwater - culverts
✓ 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.,)
; 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?
~ -e- 9. The drainage design maintains sheet flow patterns
i
' in natural watercourses
i
~
~
; ✓ 10. The drainage design maintains existing sheet flow
; patterns without concentrating flows
ck1iatv3.0/Aug93 12
DRAINAGE PLANS (cont' d)
; ✓ 11. Does the entire plat lie outside of designated
; 100-year Flood Plain Area?
i
12. Does the entire plat lie outside of Zone "B" of
; 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.
✓ 16. The difference between present and future flows
is retained on the site.
INLETS
✓ 1. The inlets shown are within the stream flow.
1 2. Inlets are shown on the low side of a road or at
the low point of a vertical curve
r
~ 3. Curb type inlets are shown at sags and are
~ properly sized.
I 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
'a which pose a problem.
G
i ~ 5. The centerline road stations, offsets, and invert
elevations for all inlets are shown on:
i
plans
~ s 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)
J 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
ckliatv3.0/Aug93 13
DR.AINAGE PLANS ( cont' d)
~ 8. A curb cut detail is shown on the plans with the
new county back drop with transitions and a 211
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.
~ 10. If inlets are in a gravel road or a dirt ditch a
6' x 61 A.C. apron is shown around the inlet.
✓ 11. Catch basin or special manhole details are shown
or a standard drawing is specif ied.
✓ 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.
~ 2._ The swale_ bottom and sides have sod or grass turf
specif ied . ~ 3. Swale side sloAes 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
between 6 and 8 inches, soil mixture has been
specified which meets Spokane County Guidelines.
i 5. Drywell is:
; ✓ located within 8 feet of the curb line, or
~ a maintenance access route and easement are
provided ~
~ 6. Drywell stationing is staggered f rom the inlet by
at least 4'
✓ 7. Multiple drywells are located more than 30'
(center-center) apart
ck1iotv3.0/AUg93 14
DRAINAGE PLANS ( cont' d)
i ✓ 8. Soil type is appropriate for drywells (perc rate
a 72"/hr)
~ if not :
i
; 8a. overflow from a swale at a low point will be
i directed away from building pads by
i ✓ an identified easement over improved ground
, ; ✓ an existing natural drainage channel covered by
' an easement
~
~ 9. Drywell location does not conflict with
underground utilities.
~ 10. Drywell type is specified.
✓11. Drywell grate type is specified (Type 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
✓ 13. Does the note: "Wrap the drywell with a filter
fabric (Amoco 4545 or equivalent)" appear on the
plans?
14. Swale floor elevation is:
✓ specified
between 6" and 8" below the drywell grate
elevation
at least 6" below the normal gutter flowline at I
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
i
minimum area is shown i
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 rnax. water surface elevation
i
~ 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.
ckli8tv3.0/Aug93 15
DRAINAGE PLANS ( cont' 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 specified between the drywell and the gravel
envelope
installation specification is adequate.
.
20. Irrigation plan for County-maintained 208 swales
; Lot plans submitted on
✓ 208 LOT PI.ANS
1. Lot plans are required; submitted on 11 • 15 •°L26
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 from 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 1/211 x 11" paper size.
(Drawings may be on plain white paper)
✓ 5. 208 lot plans were approved on
CULVERTS 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
ck1iotv3.0/Aug93 1 v i
• V
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' (HDPE/ADS) or the engineer has provided
trench details for upgraded pipe bedding for
these areas
~ 5. 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)
✓ 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 0.51 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 elevation. (Note: Exception
allowed for drop manholes)
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.
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).
~ 13. All 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
; not exceed 6' (f rom curb f ace f or Type "A'l or
; "B" , f rom back of curb for Type "R" )
~ 15. The plans and profiles show all culvert pipe
types, stations, offsets, lengths, and inverts
ck1iotv3.0/Aug93 17
. ~
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 configuration 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.
~ 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.
~ 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.
~ 25. Ditches with eroding velocities have a proper
lining for erosion protection.
~ 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.
ck1ietv3.0/Aug93 18
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.
1/ 3. An easement was provided where street drainage
was diverted onto private property.
J 4. The perpetual maintenance of private systems has
properly been provided for.
5. The maintenance of drainage systems within
Spokane County ROW has been properly provided
for.
0
~
6. Appropriate drainage language has been provided
by the reviewing engineer to the surveyor and/or
engineer who is involved with the platting work.
; ✓ 7. Pre-existing drainage easements on this parcel
; are not affected by this plat
i
i ~ 8. Overflow easements are provided from swales/ponds
; located in low points
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)
Ckliotv3.0/Aug93 19
Qvt S e ~o~Z8~4,;
~ a 1 ~~~1 S-~~ 3
~it Nus' , ~ ~IE ~U
EKGIi.EER f Jj r~ se
AVE. ~i 5 ~ `f ,y ~ W ASNN
J2018TH ~j 1H 4" pF , e
93206 yl w r.~-
• • o
ANE 14,A 1
. G~ t Lt c~
C, u
Ctf ~ / (u I ~b ' S fs~ ~C
c f
~ Z~ G
G1'
r. + g
s`' '~ssror~~~
~r sp•s ~0,,~6'
~ ~tPiA~S
f ~ '2Sr .
q ~ ~ .
C'X-
• ~ 'l~` ~..7~► `
~ ' OQG~~Q`~ ~C~'1
Q~~\,~~~t7~'~`~ • r'1 • ~
C! `
E? Sf-. , 2 S
n5
d,j
~ ~3l.(✓B 1 , n ~ ~ r ,
~ , ~ t ~Z " , ~ Z ' ~ ` _ _ _ _ ' f E f 5~,~
4e
_ ; ~ ~ ..5~ , r e . ; , . ~ . ~ . ~ . ~ ~ ~ ~ ~ !
♦ f ~ r r / ~ f i ~ _ t ' ` . t i ' J t
~ , f~'~~ ~ f ~ ' , . ~ , O- r(, ' ! '
1\ ; r~ f' ~ ` • ' ~ - 1'~,~.~` ~ ~ , fr~ . , 0
• l ~ ~ ~ . ~ ~ f ~ , t`~
. ~7 ~ , TG ` • ; " ~
~ v
: ~ , ' N ~ '
` ~ ~ E•~ ~ - r.~~*1/l
; ' , ~ ` \ \ /
74. e~ .
E.~ $G'• ~ , ~ E/ ~.5'9 7
~ J
.
~d. LEPdNIE fiUSA, P.E. s ~Z.
CONSULTIhG ENU;;'EER M/G ~1"A-0
E. 110201CTH A': E.
SPOKOE :',a 9,32015
~z~
?J l ~3s'~ a ~ G. 0 6 C~ Ct-~.f
~ 3 3 Z Z
Z (
~
~ ~r f ci a . go
~ ZG -4- 13 Z I
~J
D~- 4- - Z ~ (zo
= .~S ~cr~s
~-3 S6 0 o.
. ~
V. NNI H S P.E. S.~? c~ D/-~~
CONSUItIMG EhG~:EER ie l t-o
E 1102018TN AVE.
sPOKAr•F Wa 93205 C-1
G4r~LeL„e
. • `7 , U 31 -f- CO • 3c, (G v t- ,574r- t" t~.r c..~tt r--
C
~
fas
60.~~~ ..1- ~~(ci.ols~
C - ~.aC?
sa ~ .
c-
~
,
~ l2t / ~2 ~ l~l 4~ O C z.-~f-• C
~
f 1
D .
G,
" -4), T,. - C T
. ~
~ ~ .S~ G v3 9• _ : 'u s ~ !st ~ ~1
Z~ / /oo v~: z, 3~/S<< - s-~ s!>Qef c~L
~ lG = ~ Gt~/L1
J
C. Z-J
~
C
.
' g~lS
'd. IENNIE HUSA, P.E.
CONSUlT1HG ENGINIEER
E. 1102018TH AYE.
SPOKAhf.1iA 99106 "a- ~tCS
~
(0, 30~ U,S31
G. S 8
c. V S
a.~
. ~ ol
l.I SC-
Tc
~
~
~ `
{J5~ ~-P ~ G~ ~Grit ~ U -t P- Gf GL o F47 7~
La.6
cl tc. = C T~~ l
`n Tc ~ z3 6GJ - v, Y~l h, ~/ecJ ~cGf G~~GrGc~~ TC
( X
J ~ b to t-~( TC
~ ~ ~ ~ -~,sa = 3~ 4a "1174-j- J -
~
~ ~ ~~-t ~ !2 e... ~ GC t,~ _ s f- G C ~ G-~~ l ~ ~ ~ ~ ~ ~ G~ ~l' ~
471
G- U6 7 - a.3 S
,
~
(f> v 1 C, ~T r(/S ~.r oQZ
~ o .
- GL[4lil~t,G ~ 7C ~Q,'Zjt6,j Ic= 3n (Va= I.Z sp~. s~~~ ~i3J
_
T~
~
~ ~sa = Z , 9 S"
~
3 cs ? rL7. g 12-)
~r. LENIN1E HUSA, P.E.
-X;
,;SULTIf~G Ehr.I1':EER 73114" ff/G.~~C'G P
E. 11020 1STIi AVE. s,206 q-19 3
-~~6 ~-Zj
7L~
-v~
GD 7-/-/ Q!~l - f~e u_ 1 t l4- ~4 3
~
c14
r- -t"4 e i-o 47 cb/ 'er ce,f el~• Pk
f°
~
te d 5 G Fc--4 ~e. s/Zc
t-7->G &,e ltic ,P tc
G't-a ve l ss-
Gc~ ~-e~ ~~,c~ (,54kZsj 0.3o
G.~~ ~c o. i s
„ ~o f S~~~il%lwC(Jf
f tJ s~!>~L ~o GL/i a eeJ"'
s) ~SSJ 4- 061) o,ii
G = 47 L") = 0,31
7 s~Uy
s~.p e q ~
-~-'o SG S~ f v e Y
U 5 0A-- 5 c's -/vtcr f--cGr 09 69
S
4p
Q - ~ ..z-
= g ~~~Glf c, F~e I-e -r ek
/0
LENN1~ ~U'ZA, P.~ ~ J° g~~
~N~ 11~? I~ 1~T#i A~~E~R g A:P-3
SPGitrzt";L t`~ d92u6 AL cl f~~J ! D C",
~ ~ f IN ~ ~ ~ pt C)
's e c1 o 4C.)
Ate
'
~a~~.~ - l~ 33
~
~~Jr
7- c-
~ MZ
f.
rt-
~
V. LENNIE HUSA, P.E.
COHSULTi(VG EI1GI~~EER ~
E. 11020 18TH A~lE. `
sPO~ur~F t:~A 9.4es r ~4 cs
l G! t(- d ~ ~CG / L~ •C~ cS Gti' r'-- ~G ~ i- C~ U G,~
= ~ ~ ~ f~ L_ ~ ~ e - ,,2 c. ~ ~ ` G~ ~ l ~ c ~ r~
7`_
le:74,-
~
-
- l el 1zJ 6 ¢ G~` ' IL
r C Z U~ i, ~(--e C-l. frc.J
C.4,1
~ ~ ~ Gv, c~r _ / G ~3)~G, ~ ~ / S f
c> ho
(ZDJ ~
e~C'
74. 7-L-
-7-
7'-
~
-74-U
~GGa1 /5pe? 6- 2, s" ,'-I"
,
/ cb- ° ,S` cC' ~'.f
.
z
V. I.ENNIE NUSA, P.E.
CONSULTING EhGUIER T3
F. 1102018TH AYE. /
SPOKM,t t';A 59205 tl/ r _s
<D)
k7
~G ~c-l~t Z,
S~re af-j S-
ee
J ~ ~ ~ C W G /S O
V. LENNIE HUSA, P.E.
CONSULTING ENGPMEER
E. 11020 13TH AVE. /Z6/
< .9
SPOKk(;f ~~A 99105
riOWS'71RlfxG MtiiiOi} ~~THTIO;1 CA>iN DHl;aN
~~•~~a rra
P h` C I ~ P 0.~ 31 T 3~ U ~f ~ V
:_6 ~ , I '72
~
3fIz:c~ E_l_. '-.}t±Lt~~~-' . `ft~q
_ ' ~~i ~I~u~y
i
iCU Iii~: TC; ~:iU~tt LC~~ 3 rz
7~
L ~ G'a6e1T i~~~` ~i'•~j
1511~` l~lV~\E4Livf ~ l~~~L Lt '
E:tfL~ GT LC+(-,L. ?
tif~~{r¢ln~ ;~.4's < .
;tccinn :ro~Y or, ly,.
~'r? os'
1!f ilriC{rie ili H, ~i.J
nL•n Ta[.tUF
AYPa x `
'C"
Ijpe !r1c. ?ifii~ ~r,,c. E.vf Ztt+ePsIitl cE. 3T1 li out It, U'tlI
~~!lf+.. ~ 1`_•ti1./ r•r i:~~~ lr!. !~?P Lfo L. Cu. F:. F : ~ ~ . ri, ~~?6.
~ ~,;t~ ~ ; - =<<~ ~ :~ti + , f~r, ;~~r~ ~i► ~
J V ~ 1 ~ V ' i ~ • i J : L • . ' : t' :
V ~IIt~ LL1~ Li~LE: lyS e-
5 C1i~
_ . . ~.,:b '~Jv : ~
aL.F ].!;t t;1• re~J .
ii eli e~ ~l~i Ir~•v 7'v';:l
~
'F 9
iki -1 L`>
20 itQ, 0 114 476 00 1W
r ~ - r. ~ ` r. • - • - t r. r •
J uV 1. t~ i! 1 i ii it $'au i~ ~ifi t La!t!~ 'Sl}tiL
! t,,('i'• t '
~ti~ ~.~4(~ ~ a i~i Fi~~ 13 '1~ ! E i~
1 ? ~ . f.,~„ icv:~
5 4 0 ;,;i {i,at ie.~ 1.(}rF ly'fl} -I_<<;1
Stf 6~~}i~ 54 0 1r17 17 .Ia•i1 _E~j~
1~►g f.~►~ ~s.;? 6,i; 4~ }=00 tl;! ,i -2 16
! Li~i i1~'7 i3~17 y ii(1 ~iiff(1 '`u~tf:i
. .
~l~ ~'V I f . . ♦ 1 L
i~. ? f i 5 ~t} ~ , O;; ? ;6 0
i J ;~ti~v;r 7
s ~O , a/- Z.
l.ENNl'E HUSA, P.E. / s
!;0"SULTIhG EItiL'I1:cER ~
E. 11020 1 CTi ~
~,:l("i~j':It~,"1t~J Et~CD DEIEl~iIcR;~ rti r~krTzi Pr..l--~_
~ &ir~
~ROIJECT: SP $01-72' r11_ly' MCEIeov
`IaJJVd ;'zvr. H►'ga, fy, 'n tareE, i~ear Sia 7+4_a
^~3~yE[~1 !jEZ` ~ r~~ ~i {a nj r ~'~r, ~r!~
~.~•!7``t! t`~ ~32'{ v~LL7E3i.i
~ fIMi+ 11ltF C'a H~ liutOC 1
•L
T1m° oT ConC. timif;utoc_} :
ol!}f jRv; ~~:r~•:
Dt{1CIil l~esl' Ti~~w (ifYdl ; J
Igv3.r:,gla lt';.vta (ACt~51) '•.~.L?
NC :r 'arto` r1„R .
1}?v, ~
y!:p
1 eV ~ ~ t' I l. 1~
3 - ir
I fI L ii~14L .,c t 1 l;y ,;R~ V ; f,` i ~-tcrci#v ~S ~L•-~ 4 il-. Ju '
1 ~ ♦ 5 1 ~ 2 i t 1: L~ t~ ~ 1
~tt Do a-,~ , rt- -
j , I Pi `CIE - .
. L. L-U.
v 1, S i 4`C~ `•Yf . '
_ _ ~J t _ L Sc,.r
1l:"j
htfil ~ . =J~ ;:c? t , Fa'i
L. : ~ i ~ ~ ~ i . vr .
0
'1`r:' V'j L~f(1 2J d ~ l~fa 4 t';' :{tiii _7-•
l+l~ t~.•: l~~u _ _ ,~?~J „1
-r: 1ti-~ ~i`j~1 yr' t.n.~.f j i~'i ers'-•`~ -;i~~ri ~
~:~v ~ .t .
(t.25 1i0 (a _s717
~A t) 0 o.fi} i. t►. ~J i,r~;_p ~~u~;i; -f ~:f j
er 0" Lf ?.!IB 4 7~~~
:W)1liE Lfifi j~ ~fFt -I f`e 0 r~C R1
L L• . 1 LV' ~~Y 1 l i l .,t~f.• ~
J.' 77 .iff 6 0 C, -2f.,+,73
•k: ~ V q _ " 4 1 y•~f~
~
PROJECT: SYO eQI- DESIGNER : C)
9 r~lzc lf3 ~~1~--~ATE 8/l ?193 n~ ~
HYDROLOGIC AND CHANNEL INFORMATION SKETCH
STATION :
l S0=
EL. L= ~3
n=
~
ANWI= 2,60
p~ = O e~8 TW~ = TW Q. Sd
?
EL. EL.~- ~ 7
(Ql = DESIGN DISCHARGE, SAY Q10 Q50 )
, CULVERT DESCRIPTIoN . HEADINATER COMPUTATION ~ 0 SIZE , OPEN FLOW ~ PRESSURE FLOW COMMENTS
(ENTRANCE TYPE) r Inlet-Outlet bL 2
d dc+ D . 3 p' ~
~So
K e' ~~0 dc d^ v~ Control 2 g HW c 2 TW ho HW
n ~L '6w~'z
l,32 o.(,,z z,Go
4
• ' ~
~
,
}
.
' I .
SUMMARY a RECOMMENDATIONS: ~
c ~J
m 'N
N •
1. AHW = ALLOWABLE HEADWATER 2. HW = d+ ~ ( I• K.) 3. HW = N4 ho - LSo dc 7.:-dn = Inlet Conlrol, use Cc, Vc.
~o
2D OR LESS FOR D<182g (Use Figure to, dn >d~ = Ou11et Conirol, use dn ,Vn,
1.5D OR LESS FOR D>18abtain "H".)
' ~ &;
S~
v. LENNI'E HUSA, P.E. o
CONSJLTING ENuIi:EER //ll- S(/jC fp v
E. 11020 IaTH RYE.
SPOi(fiNF.1'A 99206 A4- d
C ~ e c /c. /f /e, w cl P~`~
.e + t._ , . . l~..1...~ ~ tf.^ i . k i ~ _ _ . .F. ~ l_ . . . i... ~ .1 _ _ . . ~
p.. ...c r 1 9 t 1 t
~ I Fe' { E F° ~•r !-,C,
Y t
4. t~ ; ~ ~ ~ l.. i 'I i-~ l... 1 .i. 1-~ _ , ~ ~ . C:3 E._: r .
, . . , , 1. .t. .
. 3 ....~.a ~ y ~ r.. r i r•.., . ~ ~_ry 11_ i ..i.. ~ , . ~r
.
ti ,
+ : • .r._ ,i:• "i"_- - ' • ,
~ ~ ~~?l...i..~
, ~ T. t-i i`.~ ; : E (~s. 1..: I ..1.,, I. v ~C f ~-•i : : ~ h~-j i. ~ a , . •
1_f~:: i':,i.4 4- C:f
ta
..I^ C._- ~~Y L C,i .I ;_E •T•• r:.a fa ~ • _ .
rd ~ . .i" ~
i ~S 5 3 r.:. ; ~ ~ i } q
tAi
~y r s'. { . C~• , N .a _ ~ . . ~ .
G'~ f::' ~.~5 C.~~ i ~ ~ ~ .I. { f ~ ~~''l, c;~' ~ L : ;~'i ~ ~ I 6 Fz-' 5.;;'
Ei i t.
9
C.-I 'i" tn : 1 ~-i ~Fti n s ~„~~...:~1.'~~~
~S.
• 6'.~ ~y ...a
L. ~ - l~ f:'f i, 7 A.~ }
~ : . "f° 'i 1 i~. (°E . ' i:=~l ► ..r ~'i I~~t tc t::'
~ ~ .t ~ ' •i- E R • C
C
~ ~''v i._ ti.. `.i ~ r . . _
,
.1 ^ ~ ~a ie» i ~..y 1... i..~ n . e . i~Yf~:: u rt k i.'•
, j" C ~ - U • ~CD
Sa _
~ J -e
~
V. LENNIE HUSA, P.E.
CONSULTING ENGINEER
E. 110201Cih ,VE.
spo;:Ar:Ei. VA K-?:s
G7
e-
~
R C' (°i (_i i~. ~ , ~ 1- l_> ; Ih; G !°'1 'f Il RF=: U, .1. t ; ~.a i~ , r .1. z:. G&Af } :~~i i 1 .T(..: t'. ;°i Wl* f' H
t: ~ r`.., t .
}
+r{ 7s-13~.. . s...E.{ ..~Zr-; ^a • u .~.:1 .
~ • 1.~ E . y , i 1 1 1 ~ A ~ . 7 . €'..1Y
_ _ : ~ .
! r~~ ~'~i i ta i ~ t . I ~ ~...r r a~3 F_. l i .1. i..z ~ ~ F"! . ~ i . . rt v ~~l . .
~ _ j.. . r ~ •3 ~~f.':1!'.y.';" ~
T~•• .5 ~ rS 1 :a-1 ! ^ 1. 't r~ C5 C'.T. ' . ~ 1.44
C_t 4.? t~"1 .L ';:j L. ~ j .t..
y . ~4
~a %vl l..) f ~ Ir.i i, 1 i. E"~f e:, t.~ a - rt~'~ . ~1 . i_
u
~ i_ '
L i". ~a 1..~ i. J . r- . 4 i...:: f:.s'~` '_r•7
E? ti°
x fn e~~. F:' i (t•1•!-'1 7, ri .
i ) 1 { ~ I 44D i:::
h~., ` L.R ~..j 1 l.1 . 05
! 1 .t. .l ~ ::s , . . . ~ . .
.L '..•7 : } ' i::: ..3 i~l
r~ i....~ . .i. ~ '
~ ~ ~ ~ i... ~ - ~ J.. . . k .i ~ ~i . • ir .i r . ,
i~ •
;.._f i- E _ ~ r- :L F? ri •f~ w. ';t 1 i P t t-~ t:. i"y
. . . ,
1-- t ...Fmi 'r •r. a_e c , u C)
~j~ - z ~
' ~ °r r•S t '1 R " y~
• %
~`•f . .
C.! L^;1 Ci l ~ 5.~t t •f % ~..1
`-t3
O'L
~S e
,s ,V /
~ V. i.ERNIE HUSA, P.E.
CONSL'LTIRG ENu1MEER ~1"A-v ~
f. 11020 18TH AYE. V~~
sPO~,AhF ~•ra 992e5 /-~Ycl /
C ~XC ~o C ~ c-
S , S/ cf e. / 3
. ~_106 - . 7__ p{ p ~ - .;..,.t.._....d f I 1..., i i : r-.
r' { r - E ~f .t { f ~i 1 ^i 17 ~ v f ~ `r~-ti t 3 p• .~.`t ~ 6"' i~e•; f ~ _,S 1'_ _ { a! i .F..j
c i••:~ s ~ . 1.~~ 1 • ~ 1 ~v ~..5 • / .i ~ A.1 ~ ~.•J f J~ L.. • ~ : . 1• h.~ ~ . 7 1~~~ L.: ~1 l~.l f
{ i ~
~ ir, ~ ' i r-il~ `J'• t ~t~ ~ F ` ~T, .a. n -0 l~ j}' i t
i~.~. ~ t....
. . . ~ ~ ^ ~ j ~ i k I h.! Y ~Y .4 ~ 1 J ~~~i ~ ~i .1. ~ = ~:3 i . _ I_~ 3'" 5:=.
F~° j._'s ~ G"1 Y° 1. i:: l'•e a i'~t ; r.: f= t
t:j-~= F .1, o~v, ~r •~i:-~:~~'~~' 1.39
'g" 'T" . . 1 ~ :i i ; {'t. •°t r-,
~ .
i•-~ i'" F:. C.i - . . .
:f. n 'r' t i:::' i:.
ry~j~~
Ei J. 0 ~..r' iO ~ i T cli t c -j_ .l -F t.
C:+ f.-= f rj. i= En r.i t- of r' ie: ;_E i.:{ i°E i"e FP c.. E. C, r"i 40
t t ~ j- r;'
f .i. Li i i ~•ij ~.~e_.'`}~ F~ :a ~ j, ~ i r~~~n l C~~~ c. a:_. o .f. ~
C L..i ~ j ~..t » . 1~ ~~.n:. ~~.:.r•.~•F• •i. •F• ~ f i ~t - • Wt ~a. :n ~ 'i•• c:e. a C_ ~r t ~ yi 3'` / jsO ~ ~ ~S
~ . f.:4 f .i. i~~ t . . . c.rr ~ r
✓
D ~
~f ~
j~/ r G..---
cr~~1~, ~ H USA /S
J 1 ~ , r . E.
Cflf~S'tJlI4P:G EP;UIiyEEt
E. 11020 18TH AVE ~
V.a99ZGS
~ Lf C' C ~G ~ `G ~ i a f~~~ ~ ~~G• w J ~ ~~G C_ ~ ~,Cw ~
/
rx Gt e
/
I.~.t. .y..
I"'~l...~ 1_. ~...i .+'c h~,! F.... i"}'•"~.l ~ 1•. . r-. r-y ~ ; L.l ~ 1 ~ 1... ~ ~ ~..~.1~~ •...y t 1 ,3 1 1 ~ l . . _ _.r ,.L ~ ; .~.~t..: ~ye. . l....., : 1.~ 1 i . 2'•~ f- c ~ a.-. ..L: y..t~.... Y.., i.iJ. \..J i 1 I L~J .~..~.~.1...~ ~ !
) 7 ,~..1 iiY'. F~~~ v. .~G } ~..1
r { { E71 7~qj ( q . q_: 1 ..:}~L.•.~ ~ i i'r- 7n ~ I i ~ ! .
~ 1 ~ ' ~ j. 1•Y. 6...i 1 i fY r.~_ t.... 1 • 3- ~y.«
~
1.._; j f : : ~ { •v., , 1-; . : _ ~t E., •'1^ C31413 rs, 1 . ~4.~ . i ~e. i.: ,:-i L. ~ i
~ _ . ~~i Y.~ : :i ~ _ . r..' .i, i.. i , ~
~
.p.. ~ 'T"
r ~ . i. ) a'J F, i~E ! .1. 11 'F" :a : ' ! ;..~t :.r r?
_ , v
y i...i :°r ? : f L E i~:'T" .1, 4`~ ; .1 i'ti r ~~1 . , . _
M .
r- e? E, 'f" r~ .e 1 ~.S Y4~ ! ` {""j f e 3. 1• `y t..~ 'd-'f. n F~': [ 1
i~ 7 n
e 1~ P .Jr' C
'c.Ad -l'- t: F 1.°) C~ i' . ~ E _ i Y' `L'♦~~ '1" w_" i`~P..!
i ~ F . f ' .
' S_.
Hyd ~:;.,_t t=
: • - r-at :~..t~_
~ , _ _ ~
~ ( } , c - .~..t r' .i.~•~•
~Y .j t
.in 040
w.a ~ 1. ~ r... ~ % ~ : ''k 1 i / S_~ r~ ` j ~
ci ~ 'v
~ _ a.. Y` ~ ~ .i. 1~~ ~ . n n a...
F i. Q"_' r1 s.'f••. r J ; j' ` 1 • 3 ' i t e r: s /
. . ~ a. r_ _ ~..i » t._~ , ♦ (O r
. ~
V
. r`` ~
6 ~C
~ f
. sc~L
I
LENNtiE HUSA. P.E.
ygSULnNG ENGIiiEER U/ / ` q 'f ¢ ,G .
E.1182018TH AVE Z r!
1'1A 93206 / S litt ~f IE
S~o~~. Sw
~ti of wASNj,y sq
,
~
G`t ! ~oti~-trf'19~~ T
n~UAlif
to ~ ~ ~ h
ZGou~
0~/~'~ 6959
ol~a ~a4 ect
6c F/ rO1VAl-
Fr
,zs,
eXPIRES 7118i Q
-
6j .S9
S
~ . ~ 0~.
~
60
• ~ . ~l/~-
~il/•
`2 S • . G~ ~tm
ar4
~t1~
oaoy7 . , . t
'D A
~ / . Er 59 S
ID,A. a 8r . .
S a f f . r . o~o ~
~ ,4 ~ / ~,0 ~ 4 r ~ t 1• ; ~
T ~"'F/
ti / ~ ' ,l ~ I
~ ~ ~ • ~ ~ ~ji-- / ~ ~ .
~ ~ . f r .
~~~CtAt FUBLIC D U O IGE
Q,
~ SPQKANE ~{JUNTY ENG~NEER' E ~r ,
~ ' • i f j 10 . ~
~ • ` . , ~ A• • i , .
PAOJE T #
ustA .
s
~ ~ ~ , • ~ 11
To covN-rY E4GI
REYURN
,
p, vd aGr~s . / uell*
t ~-3s'6 ~
~G) (-Za
19 ° u c ~ ~.S ~JZdiX .
~ _~<<saCr 2r) _ o, 3 3 -tJ
sd- °
p~ o _
~ ?1 /L ¢ (iS't" ~ )Zo / •7~ -
V. LENNIE HUSA, P.E.
CoNsuLnNC EhcrTER
E 1102018TH A`!E.
SPOKAPIE !'.A 53105
~
„D
.
CLe
3j + CO r--
C
' LG /6=s ~ 1001.
_y
" e = C ~,sa /4-
D e-(-e
, ~o < <cj} (o. ~ qsj (o. 3 G) (6.04 5' ~
~S-SGlGr~ e 7:~. = .S
a -
o
~
"-r
(Olc~r'o)(0,G3) 4- (0,3cj)Ooj _ -
O. 3s
~ ~l.~S~
. ~ ~ C ~S-o / . ~ ~~~c ~s)
\
RECSWOL-D
AUS 4 q
$AOXAtVE UNN ENGiN F
~`,q
u ~l ~
usa. T, ~ l ~
~EN6illEEA
t6 pVE. ~ Y c~ liLt 09~ ~
~ ~ 99Z~6 • ~ ~
0
37
~ -
~ C-~ ~ 1T S v o-r o'C° ~ r S~,C~~ Gu~G~
~~u~" TG 4 ~l4 ~ . ~ .
ov2r
Ga~
Af
~.s7~ _
. _ ~ -f~-u
3 3`~
) 3
(o,3c
-
D-e
°
az 57,3
, . ~V e~ ~ G~ ~ 4-, pf~3 c
3
O ~
g,
6
~ ~j • ~ • ~ r C- o
e--
~ ~ r~ 1 ~ o t ~ a + s 2- ~ a r ~ ~ ~ ►
~
~
'7
. s -e. 3,6 U , -
9-
1
C,
. U.lt 1
t~ =
. , ~ • ~ ~ Y ~ cs
~N-
INUSA;
G E~Gi►~EER
Y-u 2 ~
z-~~~
, 44
~
w r t
<(ZU
~ ~CJ G 2 L4)
~ o. .
- 47
e-
. ~ ~ rce"
IA
3 ~ -
l~ i1~ ~ G G Q / 5 ~ • ~ ~I
~
a~ - 1
~J a
o
0 0
-z,.f 7 1.4
. a (J [ ~ ~ Z v
P.E. HUS~
ta~+ E~ , ..5 .
IG EN~ aVE. 5-~► Z
7:- V)Qvc
/e ~
~
elrCcl~~
~Gr~-
.
' • . . ' . ~
r
o ~
~
PROJECT: SYO 5::36
~ ~ DESIGNER :
. ' o nt
DATE : ~
HYDROLOGIC AND CHANNEL INFORMATION . SKETCH ' o~-~
• STATION : Q ~ 578 ~n
So: EL, Z CJS~• S,3 . L:
~ n - Q4 24~
aHwI- Z, Ga
} ~
rwI = Tw o. sa
CL.Zo! 5 2. E o'it. -3.g' f . ,
,
( 0~ = DESIGN DISCHARGE, SAY 010 Q50 °ZO~'•
CULVERT DESCRIPTION HEADWATER COMPUTATION ~ Q SIZE OPEN FLOW ~ PRESSURE FLOW u COMMENTS
o
(ENTRANCE TYPE) Inlet-Outlei V~ 2 dc• D 3 1 o m
K e` Dq0 dc dn ~n Control 2 q HW dc 2 TW ho ~So HW >
CT) .
_
'f ' 4>L4''1 f' YA
z ,
~ Q$ 2 'G~4Z 3,z o.&z z,~o o
~ 6,~~ . ~ ~
, ,6
c ~ ~ ~
;
. I . ;
. . ~
; . .
~ . .
~ SUMMARY 8 RECOMMENDATIONS:,
.
m . N .
N ,
1. AHW = ALLOWABLE HEADWATER 2, HW = d+ ~2 ( I~ Ke ) 3. HW = H+ ho - LSo dc ;:,,-dn = Inlet Conirol, use dc, Vc.
2D OR LESS FOR D<18" 29 f Use Figure to. dn>dc = Outlef Control,'use dn,Vn.
1.5D OR LESS FOR D>18#1 obtoin ~~H.) p
. ,
V. LENN"rE HUSA,'P.E. L'ONSUITING ENGINEER ll ~~A~G
SPO~'{AN~.18A 99206 ~ ~~`u f~Cs
.y~'
ci iff~r`?~' 4v re~- i(/,
Z, ~ - 1.~,~~ s~ o►-~ Z-
F=' RU GRAM FOiCOl''iF' L1'T T h! G ?-i'r' DRAUL_ 1 C.: PF=: OF` F: RT T ES OF FRu t :L~ . IDE DITCFiF~ S WZ T H
l" F' I A!'Av 1_.l LAF: ~ ~SECrC' I ONL Ai`,M) Gv T-!" r-; ~TI~ SL C{ PE:-'
.~ept h of f1ow (c:! i-nfe--t.
T op wi d th o"r' f10 w -f :i n t~ ~et r~, e~.~ t}
Area o f - low ti A) i r ; s,-,a f tv
, Wet fi. ed pe-r- :i. rri ~ -tF r° f.Va p) ; r i c m.. r~? o 99
H ydrc4 Ll .E ic r° . ;-Ji i..t : r- i - r~~ ~~Fe a: -t ~r+ o cD 7
S1 opr o•4= dz tch s ? i ri f-L .i ft i ! . C)57 '._jCa; :
C o r~ f f:i c i e nt c.-i f r° clt..i h ri E~ s S,
c {~i t•J i i i 1 2 i t fi t
, d l~
F" q, ua nt a t y (0) j. n Cu e f t S E c o C? ~ J. _ Q so
Lrs .
s
L.ENNIE KUSA, P.E gol- e7a
^„Oh'SUIT(NG ENG1iJEER 731' /1/
E. 11020 18TH RUE, c cY ~ c ~ : .'!"t.~~='~.~%% r' . 2, j
5
SPOKANE. 9320
,
Z,~ P 7Z,'.-- -z
WRt::! GRr• ~ M FFOh' C: 04'lr' U*i 'a 1'~jG i-i YDr ; A;.! :w IC Y' ROPERT3: ES CVF= F° OA;:i SI: :'k: WT 'T' l- 4
TI, IAj,.a Ge I i... AR C.:: ROS:3EEi:~ 'TT. tDiN: : f`e C•I D WITH 3u:E ANID 1.50. S1Dr Si_ r i PE%
t'~r •
DeQ'U:i 4-..{ i...,t i (f~~ 7.f'E 7-E:~'
T o.-J w.",. Ca' h T flm',t T 1 i°I eet 1.44
. t r-~ -:r
F=4 i'" i~~ ~c i~~'~' l~ 1~°! . ' ! f n.~:..
~ ~1 C"f f- F:,'~:, . r.::~rf
s.. ~ ~ r. t A. r•• i iY•,! ~ . G.:,E~.. 3 1 \ T 4 i..- • . i t., ~ t•J .
. 5'~ . ~ b,
Hyd1'' a! 4 l1 c t" ad1 l_1s• i' irs ; i n 1s.-
3~-: P1 C 0 ~ d 1 . i F~~ ~ ) i. -T 1-_ / ~ J r -t. y i_: 11500
~l. 6.i
- CDG C? 4` 4" G. E?r1 i-. C3~'t" t' 1.1:_l : t #'.'7 nE.-' r-• s7 Ci . 040
1-' I :_J ' 1 ~W, E. d E c- - ~ ~_7 ~ C.J ~
:°o ~4• ~ tS ~ a. • - i~ o
F'6. c:; w t~ U a ri t a. t 'C'j ? a. r's c:. u, n T= i. ~ i.: . - ~ sG
~S2
~
^
LE(Vf ~IhG E GA~JEE,R ~/re
:,O~'Slll - o~
E. 11420 18TH AYE.
SPOWJI~ 1,7A 93206 f / • ~ ~
a~ ~ l~ L G L~c..~ .~..,Ji ~"~,i / ~ 'L~.,~ ~=`d ~ ~ ; _ E:r ~
~ L L C P i 3 ~ / ~ ~ ~ C
_~G/'~f~,~ ~ ~i ~ ~ ~
~ ~ ' iy1 FE.:! 3.« t... ~_:i~ i~T7 r' i • iF'r"~ ~~E~ ~~1~'Tf.:S CE r~a ~s Zi . i i~a ~ ~-i~'~ i:~~='w~ L_..~.t:. i~~ 1: iY j)a. "i' :s. ;E:" winu
u fx. r, ~
, ,'i j. ^ ` n ~ ~ } ~ ~N_... 1. w, f ~ f~',
_ ~ e ~ ' ~ n ~ -~i
T' r.. a. r-; r~ 4~_ r-, f~~ c~ i~~ i_: ~ a:W i~ a t~! 1 I~~ e~. F~, i~~ i .l ~ i ~ 1~? ti~ L. U#~~ E ti:
D E-., p 't fn c:~ t= -4= I t:? d> ( d ? i. n f r F! t
d .W: .
T a p v.= i cCi. i-i of fi c-.,ti: ii n fe:=t
r ~~J ~~~t
t r- ia zt c=;= + 1 c:.; 4•a :~'=s ) i r~s E~ o~= i. o ..3 4__
W c-L-. -i:. F-- d ti' h" 1 tT i Ci- E? P' tvi c~ ;i. ri •F e e~t. 1.54
,
H''y :i : : l..l t= rt d L; t s : :t ~'c 'r':=e'~:. _ a i ;i
l.r'~t !
~ r, ~ I 'C ~ I -s ~ •f • 1 I 'T- t . Y" C. _ .i_ c 3 r"~ ; .
~ C=~,._ e-m U •v= t~ .1 r t „
f., o ca 1 i C j. l: d ! 7 t» 0 1 t i:) L.t G i 't ►1 El r:, r ; a C) Zo Cl. .
c~ ~ , ~
,
1"- lC~'J e' LJ L~ y ' ~ `o': _ . , f-t-„ ; ' : Et n1.9
0 lN Ci 1,.::. r";t 'L t'`r 10 t!"', C L.i t E-l r°: n C> it = OS 0 •
• ' f~ -t 4;
V. L.ENNI,f HUSA,'P.E.
COISULTIPdG ENGIilEER ~ t`4-- r°
E. 1142018TH AVE
~ ~ / / i /'~C ~~1~.3
SPOXANE.1','a99ZQS , GS .
C14~ ~ ~ ~ - . .~'i • .
X
✓ ' '
.
y .
:
_ . . - ; _ 7
C"t r~ y . . . l... V, ~ { ~1 W.1
l-:
i~` F~: C..1 C.. r-. 1 ~i i..± . E ! r . - . F ' s~:: i ~ ,_r ; . t... . - : t.~ t_ . ~ .
Fe .1. ~'Ji i,•~ Li f r....~'• `i... N i ~ A:~ .~i y^~ ^ ~ ~ 4~ D u r.i .i. ~ a. n. ~ • ~..i i.._ d ~ i. . ~ ~
t~:.
t {"l lpy
° _ s. •t ~
' i i.•~ :s. d-:_ 1-i ~ •f=1 c-i v;
n - ~ .":-t-
.1. ~ ,
ir r' A] 1 ~l- ~ I 1-a.--
WE L3 i:: Ef i' tT'i (n- r.:_ F. ~ inII) i i s-~ p [-i" i:. ~
~ • ' ~ . r ~ h 9 ~
( i ~..Ij ~ C:~ L.~ .i. i 1 17 ^ t:e~:.. L. . ei .e
L Oi1 cr` i , •L t i.Y ~•E i ~.'i i .i 7...i ~ r ~ ~ i
• . _ .
~-~r...,e +'.4" J. ~ E:' 1 !f:"P't r o i_.c.; r-IC:°` , ti~ .
1° I (D w I r~, r .i c:_= .
ris0
F .L ( _E L 1 C.~ l.t c=l c::!
1
L oT A
-U f"! Ot7r ~~tS erxe yf
P, ~
~ .
~
~13.5~ z 5
4
oc ~
\
VL
J - i ~
S b ~ ~
V)
~
. ~
~ 28. S ~ ~ 1 z S •
1< 3 6.s' s~ f as.dc
~r«
~ RECE VED
~ NOV 15 bv~
SPOKANE (;nUNTY ENGINEER
DRAINAGE EASEMENT
SP 801- 9 2
~ . ~ McELROY AQDITION
Sheet 1 of 5
Drawing # BM - 2
/ ~ •Y~ ~
a~>~ ~ ' .
Scafe: 1 ° = 3QILY)
By VLH
; =XPIR~s 7/;8/ Drawn Date: 11 /5/93
,
~ V. Lennie Husa P.E.
. ~ ~ Consulting Engineer
~ ~ 3
5 et ba G~ L 1 ri c--
; L
1d V . ~
Zs
a
[ 1
i
14) geod
l ~ ~ ~QSe~~n
~ a
10
~
; - ~ ~ ~ >
S ~ ^ ~ l ~`j,%~ ~ ~ } y 'r
~ ~ ~ - _ ~
' ~ ~ ~ ~ ~ ~
34 #
r,., ~ V; t
i ~
j ~
~-d
5 t 5 „ Y
C) 53•sg
~rcrf~ • Zo
E I
~o r
0
DR~NA _ ~ 2
~P $a ~ p~p~t~Ci
VAGEUROY 5
S~et Z
lxIn ~.i'rf~4 y~•,~ ~ ~a
`l~~ • :c 1
~.C.~' cz,,~ 'Q"~ a • 3C
' r 6Q+
.Y• } ti.~' ~ t ~ \ ~
" ~
{
~`af e~~te u
~
,
V • _nC
n9
(;On
sutt
~ •
6
~
~
' ` ° i~ Q}~~rt
. ` . ~
~ ~ ~►1 ~ -s~~~ ~ ~
f1~ N
' ~
E7(PdRES 7!l SI
. D
~n-7 e- o~
~
DRAiNAGE EASEMEN1
SP 801-92
MeELROY ADDiTION
6
Sheet 3 of 5
Drawing # BM 2
~
:S:c e: 1 3 OPL)
Drawn By VLH
Datei 11/5! 93
~ V. LeCtnie HuSa P.E.
~ Consui~~n-Q Enqineer
~ • v
L O T
Q too' o
F
1 .
i
\
\
~ 1
♦ '
/13 c.cld i ny 5'e4-bcrcx C.irr~
~
~
2S Y1Jl~~I•CM - _ ,Q ~
, ~r.~,, / • i i 1 ~
t
A
~
• ~i
30 fa o 7`f O$~~ S
Et 2 o.s*~, so DRAINAGE EASEMENI
s oK4ne co . s~cr~~du d SP $01-92
;:<<,sp t ~ ~f$ " , . tr McELROY ADDITIOhI
.
ShE'et 4 4f 5
F - ~ tt ~.r ~ i~ ~
Drawmg # BM - 2
E'! 2 BS 0
Gf
~ : `~t ~ . ~ _ -
r~ f~~` •-~r ` ; ="2 i c^ ~
3{}
S'4 Drawn By VLH
'T
Date: 11 / 5/ 93
7;l&' V. Lennie Nusa P.E.
f _nnetiitinn FnniTlPPr
1
~d~'~ ~
~prA111Aye ~ ~s'~n+e h~ 1 5 S~tac~ 4/7 ~4 a/7 E4Sen7erlY'
~ V
mo-t~arrr
Pa uerneV&
V
.
1 o p o f g ry~e~ T4~f' e~-
~~e,euer tq17d ar al
~
0 V`,~
+
.
nlof ~ teQp er th44 Y1
No sfiQepPr 1h4y 3
Gon5frucf "zG.Br~ swa~e
bo7-I-onm 1eveI ahd to ~T n 5~~1I esfab 1'Shed ~as.s sad
e l e vu+-ion 05 SkuwH
q ~ ~
~n p/~'/J. -t6 2~8 SG~ ~ ~ba ~o Gr~l~
,~ocafc d rj-cJpl! CvrM14 ~ lop~s.
"zos'' s w Ql~. As ~07d tc~~
~h p/a h .
~ hGl1 b 8 ~ 6r~ raGted nof 67-4a40pv=r fhc1,0r7
DRAINAGE EASEMEN
TYPICAL X- SECTION
~ SP 801- 92
«
2 a 8 SWALE McELROY ADDiTIdN
~ ` GRASSED PERCOLATIQN AREA
Sheet 5 of 5
Drawing # BM - 2
~ ~ ~•:~~`;1` r,~ (~~i~~ ,~~I~
SCale. N.T.S•
•rr;~ ~.a
Drawn By VLH
q~ ~ Date: 11 / 5/ 93
V. Lennie Husa P.E.
Consulting Engineer
OFFICFAL PURIC DOCUPvIFNT
5P01(ANE COUfVTY ENG;NEEA'S OFFiC~
O~PROJEC7 9 5~ 9,01
SUBMlTTAL # 3 '
RETURN TO CQJNTY ENGINEEfl
t
r'
i
Y.
ENGINE~~ER
ISTH AVE11AUE
9-1a..~98
Y°[u u L L 9ry 1'5~ 9 75
Pr-CEIVED
FP~1 .L _F_ -F_ i~fl! rt 1"F~111111 .7. ! i~~ ~ a 1~. n ~ F ? ~ ~ ~ ` }
[
oka~e C~.1Lt n L. y
Publi c Woh` ks SPOMW
r~
1,026 BrC.a e.~S d}v*d ci }r Avrs nue ENG~~EE&
S-2oktane, Wr~ q192"60-- 1~,3 7i`1
a!'' Bi 11
T s m s u~ b, rn:L Lt. 3'. r ~g h, e r" c~ ~i i ~ ~ e t ~ h EF~ R c.:i ci n tj iE.7 r- ra i v I a c~ E-
pl:~t ~ ~ ~ ft-33- S. P. Bi ~ ly Mc-E1 ru ~ y d(= velnp:~ ~ nt i-or~ our- of-Fi LE
r e v i ew 4--.1 r-ic, I a~ pp r{:~ -va, I. rr. a I S 0 E r-ld C J10SIFIg c~ susne: hy-dr- ca llc:m,ly
i_ind }~-~,ydr° aux ic computat:~ nE~ pert~~ lna. rig to t he pr- oject„
cs u ~i a v z.} ~=r ri y q ~t C-a S-; t i c- rt c~ r a ~ omments. c. t'~ c-, r r7 i r-i c.ry t h j. s
F3 f- D7 CHm t ~r "C.~r f'1 t c- t f~- :k VGs M C:.' z:~
- i nc E-., I'" e
P.E.
A-iJ f drLawii A gs
i' ~ ~ ~ ~ i..f 3 1 ~ }i-i L C'.i•~.~ L~ 1 0 ..~'1
~
.
SUBMITTAL CHECKLIST
PROJECT # 15FI!501
REVIEW # 1
REVIEWER :
DATE: ~~S r 93
PROJECT :
PROJECT SPONSOR : TEL #4GO)ZO3 -54M PROJECT ENGINEER (Road & Drainage Plans)
TEL #
PROJECT SURVEYOR ( Plat ) e2 ?wec,y-T
TEL #
GENERAL ITEMS
YES NO N/A V/ 1. The $100.00 fee for plat review has been paid to
Spokane County for this submittal
V/ 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 fir~n. 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
8. 2 copies of the calculations were submitted
~ 9. The plans are on 2411 x 36" sheets
J
GENERAL ITIIMS ( cont' d)
✓ -
10. The calculations are bound together
✓ 11. The plans and calculations are stamped and signed
by a Professional Engineer
~ 12. The developer has signed and approved the road
and drainage plans
~ 13. Are there any conflicts between the proposed
drainf ields and any drainage ditches on the plat
✓ 14. Bowstring calculations by developer are in the file for this review.
V/ 15. Vertical curve stopping sight- distance
calculations by developer are in file for this
review
~ 16. Horizontal & vertical alignment sight distance
calculations by developer are in file for this
review .
V/ 17. The engineer/developer has provided evidence of
coordination with the electric utility servicing
the proj ect
V/ 18a. The f ile contains a Spokane County Section Map
~ 18b. The file contains a Spokane County Assessors's
Map
V/ 18c. The file contains an aerial photo of the proposed
proj ect area
V 18d. The file contains a corrected preliminary of the
final plat map
~ 19. The project is located in urban boundary area
~ 20. The proj ect is located in the Aquifer Sensitive
Area
~ 21. The project plan name matches the plat name
' --V/- 22. Is the entire project located outside of an
i
; identified Flood Plain Area?
i
i
23. Is the entire project is located outside of an
i
i identified Stormwater Management Problem Area?
ckliatv3.0/Aug93 " 2
,
GENERAL ITEMS ( cont' d)
~ 24. List an desi n deviation re ests an
y g qu d their
status:
25. Locate the Findings and Order for the proj ect and
list any unusual conditions: •
. .
a,aX' 0 ,
✓ 23. Backcheck of previous comments completed
✓ 24. All previous comments adequately addressed
cklistv3.0/Aug93 •
3
FIELD REVIEW
1. Field investigation trip made on
2. Report completed and put into file on lo- 1"13
~ 3. Are there any existing utilities on the proj ect
site? (Overhead power, fire hydrants, etc.) If
yes, describe.
C2 ca's- 0'th LM~4A tiomt-CD
. ? 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?
. &L
10. Describe any existing channel conditions:
✓ 11. Describe channel cross section:
12. Existing Curb Type:
cklistv3.0/Aug93 4
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.
. ~ /
✓ 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 project and a copy is in
the file:
✓ 5. I have sent an "R" value and Percolation test
request to the Construction Section with soils
information and a layout of the proj ect . "RII
value test request to Designer
(date).
ckliotv3.0/Aug93 " -
5
ROAD PLANS ( cont' d)
✓ 6. Is the bench mark shown on the plans?
~ 7. Are stationing equations shown? Y 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
J 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 201 and
4.50)?
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 for the taper to extend
from the new paving width to existing pavement.
(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.
12g. Length of pavement taper out of project meets:
WS2 = 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)
cklistv3.0/Aug93 '
6
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 slopes
✓ vertical curve length
~ horizontal
curve radius
; ✓ intersection separation
; 150' on local access ; _4Z 300' on arterials
V/ 13b. The plans show the typical cross section for
streets
✓ 13c. Does the proposed street width match the Findings
and 4rder?
✓ 13d. The cross-section shows:
existing R/W
~ proposed R/W
✓ future setaside
13e. Does the typical section on the plans meet
✓ Spokane County Road Standards?
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?
ck1ietv3.0/Au993 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?
14. Has an "R" value test been performed for each
soil group?
/14a. The pavement section is adequate for the R-value
and Traffic Index for the road type
J 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
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
~ 16 c. I s there a need f or barriers at the end of dead
end streets?
✓ 16d. I s there a need f or other special signing? (Check
with the County Traffic Engineer)
~ 17. Has the Fire District approved all proposed
private road turnarounds that are substandard
according to our Spokane County Road Standards?
18. CURB RETLTRNS
18a. Are BCR, MCR, and ECR stations/elevations on curb
J returns shown
on the plan?
in the prof ile?
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)
J 18e. BCR, MCR, and ECR elevations are set to allow
drainage from the centerline to the curbline
ck1iotV3.0/Au993 8
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)
4- 18f. BCR, MCR, and ECR elevations at intersections
without stop sign control are set so that the
superelevation between the intersection and.the
curbl ine does not exceed ref. . A.ASHTO )
100 (flat terrain) 80 (rolling terrain)
60 (mountainous terrain)
J 19. CUL-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 prof ile ✓ 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?
J 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?
~ 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?
✓ 22. Is there a need for erosion protection?
Ck1istv3.0/Aug93 9
ROAD PLANS ( cont' d)
/ 23. DRIVEWAYS
c/ 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 12o0 or less be maintained
between the right-of-way and the building setback
line?
ck1ietv3.0/Aug93 10
DR.P,INAGE PLANS
~ l. Has a plat map been submitted which shows lot
dimensions, street widths, etc.?
2. Was a map with contours sPot
~ elevations submitted to properly determine
; drainage basins?
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
storm if developed)
Onsite (10-yr storm)
Q for entire area
Q for roads only
/ INFILTRATION POND
Actual pond volume provided
DETENTION POND
i Release to pipe system:
~ contain 50-yr developed
, release at 50-yr pre-developed
i secondary overflow to pipe in control
, structure for 100-yr developed
~ emergency overflow weir for 100-yr developed
, sump prior to outlet to control structure
i 1' min. f reeboard
grassed sides/floor for publicly-maintained
i
; ponds
sprinkler system for publicly-maintained ponds
~ Retained on site, no drywell:
, contain 100-yr developed
emergency overflow for 100-yr developed
i
~ - 208 SWALES
208 swale floor area, volume requirements
✓ _ 208 swale floor area provided
~
✓ ~ 208 swale volume provided
ck1ietV3.0/Aug93 ~ ~ •
DR.AINAGE PLANS (cont' d)
i UNDERGROUND GRAVEL GALLERIES
t ~
i
i 1. .3 void ratio for gravel free space volume is
~ used
2. Perc rate from field test is used to develop
~ outflow rate
i
3. 10-yr event volume is contained entirely
~ underground
i i
~ 4. 100-yr event volume is contained by a combination
~ of underground storage and above ground storage
~ up to 8" depth ,
~
~
~ 5. 100-yr event volume is contained by a combination
~ of underground storage and above ground storage
~ exceeding 8" depth
~
~ 5a. Soil mixture is specif ied for water depth in pond
~ exceeding 8"
i / .
~
i
6. Entire gallery is wrapped in filter fabric
i
CONVEYANCE
Conveyance -
pipes
ditches
~ gutter flow depth is less than gutter height
~ Backwater - pipes, ditches
~ Headwater - culverts
✓ 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
i i. 7. Soils type is "pre-approved" (Garrison, etc.,)
~ 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 10. The drainage design maintains existing sheet flow
~ patterns without concentrating flows
12
ckl i stv3 . o/Aug 93
DRAINAGE PLANS (cont'd)
i J 11. Does the entire plat lie outside of desi9'nated
i 100-year Flood Plain Area?
i
i V/ 12. Does the entire plat lie outside of Zone "B" of
, the designated Flood Plain Area?
✓ 13. Is th m x
e a. street ponding in any part of a Zone
"B" less than 1'?
~ 14. Does the Plat contain aPProPriate lan9ua3e
. 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.
' 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
i plans
i 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 il drawin f th
deta g o e 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
ck1iotv3.0/Aug93 13
DRAINAGE PLANS ( cont' d)
J 8. A curb cut detail is shown on the plans with the
new county back drop with transitions and a 211
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.
10. If inlets are in a gravel road or a dirt ditch a
6' x 6'A.C. apron is shown around the inlet. 11. Catch basin or special manhole details are shown
or a standard drawing is specified. '
J 12. Critical low points in the drainage system have
been provided with overflow easements.
208 SWALE SYSTEMS .
J 1. Is the swale located
outside a future set aside
area? See Findings and Order for where setasides
are required.
v 2. The swale bottom and sides have sod or
grass turf
specified. . I
~ 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
between 6 and 8 inches, soil mixture has been
specified which meets Spokane County Guidelines.
i J 5. Drywell is:
, 4 located within 8 feet of the curb line, or
; ✓ 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
ck1iotw3.0/Aug93 ' 14
DRAINAGE PLANS ( cont' d) ~ ? 8. Soil type is appropriate for drywells (perc rate
i
~ z 72"/hr)
i
~ if not :
8a. overflow from a swale at a low point will be
+ directed away from building pads by
~ ✓ an identified easement over improved ground
; ✓ an existing natural drainage channel covered by
~ an easement
~
/7
• 9. Drywell location does not conflict with
underground utilities. ✓ 10. Drywell type is specified. ✓ 11. Drywell grate type is specif ied (Type 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
~ 13. Does the note: "Wrap the drywell with a filter
fabric (Amoco 4545 or equivalent)" appear on the
plans? -
/ 14. Swale floor elevation is:
J , specif ied
~ between 6" and 8" below the drywell grate
elevation
~ at least 6" below the normal gutter flawline 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
i
i J minimum area is shown
i
/ 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
i
~ for the design storm
i
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
cklietv3.0/Aug93
DRAINAGE PLANS (cont' 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 specified between the drywell and the gravel
i
~ envelope
i
installation specification is adequate.
t
20. Irrigation plan for County-maintained 208 swales i
~ Lot plans submitted on
i
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 from 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
CULVERTS AND PIPE SYSTII+SS
✓ 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/Au993
DRAINAGE 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' (HDPE/ADS) or the engineer has provided
trench details for upgraded pipe bedding for
these areas
~ 5. 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)
✓
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. Al1 angle points in the storm sewer system have
suitable access such as a manhole for cleaning.-
✓ 9. At locations where two different pipe sizes enter
the same manhole the 0.8 diameter points of each
pipe are at the same elevation. (Note: Exception
allowed for drop manholes)
✓ 10. Is there any downsizing of pipes in a systems of
pipes that are 18" in diameter and smaller.
V/ 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.
v 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).
✓ 13. Al1 stonn sewer pipes are located a minimum of 5
feet from a rear or side property line and have
adequate easements for maintenance.
i ✓ 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
from back of curb for Type "R")
✓ 15. The plans and profiles show all culvert pipe
types, stations, offsets, lengths, and inverts
cklietV3.0/Aug93 17
, .
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)
-44 17. The culverts shown are properly stationed from
n centerline stationing.
18. Does the drainage system conf iguration avoid
conf licts 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.
✓ 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.
/ 22. Pipe anchors are shown for pipe grades greater
than 150.
V 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.
" 25. Ditches with eroding velocities have a proper
lining for erosion protection.
~ 26. Water will properly flow from an existing or
proposed ditch on to the pavement as proposed on
the drainage plans.
27. Where the ditch profile passes from cut to fill
the flow has been properly disposed of.
18
Ck118tv3.0/Aug93
. r
iKi✓E31ENTS ,
✓ 1. Adequate drainage easements are shown for
maintenance of drainage ditches or pipe systems.
~ 2. There are easements proposed or existing for
natural channels which cross the property.
~ 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. ~ 5. The maintenance of drainage systems within
Spokane County ROW has been properly provided
for. ~ 6. Appropriate drainage language has been provided
by the reviewing engineer to the surveyor and/or
engineer who is involved with the platting work.
i ✓ 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
i -
~ 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)
19
cklfstv3.0/Aug93 ,
- ~7~~ par ~~~Z/3•~0~.~ A.~vc~ 3• YO~.. PAGE V U~
ln Date:
Road NarrGRdo: _ 1~2 o tL L~~I.__~__. R F C 4~' '
PtirPosa:
.,?Op2(Ad By: YY~C-,S /4A/q D ~ ~~Q~~ , • /
i4cq ey:'(l.snd Oev)
INTEROFFICE ; JUL
'
930,7090650 N0.1 ,T
NOTICE TO THE PUI3LIC 5pGc}Wi TY, WnsH.
RID WAIVER AGRLCMENT nND COVCNANT 10 CONS`I'IZUCT ROAD nND DEDICATE
FUTURE PUBLIC RIGHT OF WAY TO COUNTY:
KNOW ALL MEN BY THESE PRESENTS, That Billy McClroy and Jack McEiroy, being the owners
of the following described lands in consideration of Mutual Benefits to be hereafter derived do for
themselves, their heirs, grantees and assigiis, hereby agree to:
y
Construct a road, when so directed by the Spokanc County Engineer, to serve the lands
herein described in accordance with the adoptecl Couiity road standards for future public
right of way Tract X.
Saicl road shall be coiltained in the following clescribecl rigiit of way:
That portion of the Norlllwest Quarter (NW 1/4) oF tlle Soutliwest Quarler (SW 1/4) of
the Southw.est Quarter (SW 1/4) clescribed as follows;
The Nortll 30 feet of tlle Soiitll 247 fecl; LXCEP"I' tlie C-ast 300 feet.
Located in Section 21, Township 25 Norlli, Range 44 l:ast, W.M.
Deliver to Spokaiie County a properly sibned ancl cxecutCcl Riglll of Way Deed ecsverir~g
said right of way to accoi»inodate a future Couilty Roacl to bE constructed by a Coisnty
Road Improvemeilt District (RlD) in accorclance with approveci County roacl slandards.
Authorize Spokane County to place tlleir iiames on a petilion for the formation of a Road
Improvement District (RID) by the petition meeliocl pursuant to Cliapter 36.88 RCW,
which petition includes the owners property, and furlher iiot to object, by the signing of
a ballot, or not to protest the fori»atioil of RID by the resolution method pursuant to
Chapter 36.38 RC\u, which resolL!601i hncludPC the. nwnci-c property. If a RID is fnrtned
by either the petition or resolution method, as provicied for in Chapter 36.88 RCW, the
owners or successors furtlier -agrce: (1) that the i iiiprovei»eiits or construction
contemplated wiehin the proposed RIn are feasible, (2) that the benefits to be derived
from the formation of tlle RIll by tlle property ineluclecl tfic;rein, together with the amount
of any County participation, exceeds the cost and expense of forinltion of the RID, and
(3) that the property w.ithin tlle proposed RID is sul'ficiently developed. Provided,
further, the owners or successors shall retain the ri(ylit, as authorized under RCW
36.88.090, to object to any assessments oil the properly as a result of the improvements
called for in conjunction with the rorn»ation of a Rll) by cilher lhe petition or resolution
method under Chapter 36.88 RCW and to appeal to the Superior Court the decision of
tile B011"d Of COUIIty COI111111SSIOIle1'S affiCllllllb the final assessment roll.
•
Timing of the formatioii of said R1D or other roacl improvement projcct shall be
determined by Spokaile County consistent with RCW 36.88. The street improvement
authorized by the Rid or other improvement project shall call for the improvement of
Tract "X" and its iminediate street systein to at leasl che minimuin Spokane County Road
standards applicable to Tract "X" and the immediate street system at the time the Rid,
or other road improvement project is coiistructecl. If a n»jority of the property owners
desire a higher standard of construction, e.g., gutters, underground drainage, etc., that
standard shall prevail.
Any Uuildiiig construclecl oil any parcel abulting Tracl "X" sliall be set back from the
ti
Tract "X" bounclary by that clistance which equals the set back requirements oF the zone.
The RID waiver continued in this abreenieiit shall expire after ten (10) years from the
date of executioii below. However., at the expiratioii date the owners or successors agree
to construct the required iinprovements zt their own expense; pay to Spokane County the
then estimatecl cost of the required improvenienls to enable the County to coniplete the
sa»>e; or furnisli a bond or otller sccure i»ethod sui<<ible lu lhe County, provicling for or
securing t.v the county the actual con-S(ruction of tlle inipruvements. .
Spokane County has no responsibility to build, improve, t»aintairi~or dlherwiscscrvice" ~
the private roads contained within or providing service to the lands herein described. By
allowing a building peri»it to be issued on property on a private roacl, Spokane COunty
assumes no obligations for said private road aiid thc owncrs hercby acknowledge that che
County has no obligation of any kind or nalure wliatsoever to establish, cxal»ine, st,r-vey,
construct, alter, repair, improve, maintain, provide clrainage or snow removal on a
private road.
The above conditioils and covenarit apply lo the followiilg clcscribecl property: . ,
Assessor's Parcel No. 45213.9072.
That portion of the Nortliwest Quarter (NW 1/4) of lhe Southwesl Quarter (SW 114), of
the Southwest Quarler (SW 1/4). .
EXCCPT llic East 400 fcet a»cl except the Soutli 217 fccL ancl cxcept the North 205 feet,
in Sectioil 21, Township 25 Norlh, Range 44 East W.M., 1nc1, exccpt University 12oad,
and,
Also Assessor's Plrcel No. 45213.9196.
The North 175 feet oF the South 392 Feet of the West 100 feEt of the East 400 feet of the
Northwest Quarter (NW 1/4) of tlle Southwesc Quarter (SW 1/4) of thc Southwest
Quarter (SW 1/4).
Located in Sectioii 21, TownshiP 25 North, Ra»ge 44 East, W.M., in Spokane County, Washington.
The undersigned owners, their heirs, successors or assigns hereby rclease Spokane County, and all its
officers, employces and agents froin any responsibility or liability for any damage whatsoever to the
hereinabove described lands and improvements thereon as a-result of allowing a building permit to be
is-o::: d cn properrY WlliCil lS scrved by a pi'ivale road. These requirements are and sliall run with the land and sliall be binding upon the owners, their heirs,
successors or assigns. IN WIT S WHEREOF, We have hereunto set our Iiands and scals this -Z i day of
1993.
.
BILI~Y T3. McELROY,
~
PERSONAL REPRESI~NTATIVE
Edith M. McLlroy rstate
. vv~,„
;e)K L. McLLROY,
RESIDENT AGENT Attornev for tlle, F.state
.
of Lditll M. McElroy
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ss
On this day personally appearcd before me Billy B. McElroy aiid Jack L. McLlroy personally known
to me to be the inclividuals w1lo executeci tlle foregoing iiistrumcnt ancl acknowledged the said instruilient
to be the free and voluntary act and deed of said individuals, for tlie uses and purposes therein
mentioned.
Given under my :hand ;and seal this ~qclay o 1993.
j
Nota~y Public in and for the tate of
W1shinbcon, residing at Spokane.
, . . ,,,j cn~;inrrrl~v~ulcx\~'ulva~•\~~rsliticl~ynol 11h1
. , . . . . . . . , ,
SPOKANE COUNTY OFFICE OF COUNTY ENGINEERS
CALCULATION SHEET
Description: Project No.:
Colc. by: Date: Title:
Checked by : Dote : Sheet of
, Notes :
GZ = - i,2% , . . .
A = lGZ-G.1 = 1-1.2. --r .9
~ = 12U
L= 2~- `1 ~40 - ~3~.°t, q~• ~ , .
Al
S < L 93, (o Co~re~1.S
9 zZ`1
;
L P P-QJ ~ c~c, ip ~ d oO ~ ~ ~ • ~ o. ~ .
. ~
\
e ~
,
~ s~~ ~ ~ f~~ ~~u ~
~u t5o 7~
AIE 5
~
~5 togg w7A xit F
- ~
, r,k'„j}.;: ti;~+'j;},:~lw:i;~7~7~7~:i+};;r. ^ ~i~,F•}~. ~ ~ l ~k/ ki • ~ :~•a•'1~-`:~:}+r'~?T:y~~n . ~
i _ . . . . ~
f
~
T
~ ~/~"~]~L~~ •~~I~~
Odu ~
~S1C~~ rU 7~~ c~ a ~r9rtJ~ Fcjle-
~
-yl4C-- Ar-f
-
b"111J51 ~ 6-L
~ ~ ~ ~ ~ Of
r
~
~ e
SCt- f
lE IN rEET
j, -,i , • ~ ' ' , . i . ~ ' • . , • ~ ~ ~ . . 1 MIIS /
. ~ . Q
i . , i) ~ , " ` ' . ~ . , ~'~r ? 1,~'. . ~ ~ ~ ~ • • i ~ ' ; ' ~ ~ . . ~ ~ . .
, • 't I . , .
. ' ~f
NW CORNER SW1/4
~ . SW1
. I4' SECT . , . . 0
, . ION . 21.. 50
~ • ~1•+ ~ l..M1~ I ~ . ' ~ ~ .
~ ~ h , ~ . ~ ~ . ~ • . NE COR
. ~ , . , . NER SW1/4
, ~ ~ • SW . .
1 /4 SE
, N.89. ~ "CTION 2 . , .
, , . . . 663.17,,
_ , 49 48 ~ 1. . .
i , . . E• 1326
.340
6 6
, 3.17 ~
FD. IRON PIPE
, , , • . . . , , , , . . ~ . ~ . . ,
See ROS 41-
, . . , , ~ , . , , , . . , i. . . ' , ~ , • 3
~13 .5 # '
. . , Yutare acquiaition , ' ~ . • ~
~ Area
, ~ . N.890%4
. , , 498.g .
. . • . 224.70 ~ . .
. , ~ 125, .0 . . ~ .
: ~ . ' . .101.70' ~ . ~
400, p 1,
. .
. . ~ .
o ' 13 4 ` i .
25 Sq.
, O
(n ~Q ~ ; ~ ~ t ' ' • ' ~ , , , , ~
. o , LOT' A 100.001.
o . , ~ , ~ G . .
, ~ . . ' l H• 8 ■ . .
54'54 B
. .
. ~ ~ p ~ , • . , , '
~ .
' • I ~ ~ LOT ~ C 100,
. . U 00 ,
. ~ ~ ' , , ~ ~ N 1 •
, . . b
- r . Ipb
. ~ 125 . . `yo ~ . . ~ , ~ . e ~ . .
~
~ 1 . ry
014 . )n ~ • ~ . . ~ ' ~ , ' ~ ~ ,
I 1 i d. s .
, ~ .
_ .2
1,878 S
W . ~ . ~ .89 49 ,148 E
'n 9• Ft. ~ ~ '~i~~~~ ~ • . . ~
y
~ .
~w
frh~~~l~il. ~ S;I try 1~ • ~ • i~ 1.. i~ ~ vl . ~ 1 ~ . • ~ ,
N M. ~ '~n;,~, I . ~ ~,'1 t~ ~ ~ ~ v,~~~„ ~ .i ;r'4", ~ . . • / ~ ' .
H . . . . , , ~ . „ . In , I,OT D , . . ~ ~ . , ~ , , • , . .
n. _ , . . , . ; . . . . . . . . , . ,
z : . 13 . ►n
, 43 . Ft
o ~ o ~ ~ q 14 00'sq. Ft • • ~
, N • .i' ~ er o ' ~ , ' • • .
t ~ ~ . • ~ . , n1 , . . H
u LOT . , g T8
. ~ ~PorarY ma Ham~,erhead.~ . ~n o
w•~. . . . . , . 1 , ~ ,
~ . , , , . ~J ~ . . ~r o . . . . , ,
y r, o o required b ' . ' . ~ . ~
Y loca
l.fire
.~~i':1 ,I ~ ~ A . ~ f~1~i ' , ~ ~ • ~ • f
~ ►y~r /y~ • u. •n~~• . ~ t~ , district. ~,l ~ ~ ~ , . r
^
'72 5~~p.~~
♦ ~'{7' i ~1' , ' V ~Ha`1 r , pLLyldin ~A'V • • e • ' r~" , ~ , ~'4 ~r (~~y~~'.t~'~~,~,~ ~ ~
g ~.t
1 ..~Yi~R,, •~e' , 15~.~~ ~ ~~C~ 1a1~A' I' S '.•^Eill.Il:~.~ifJ,'M~~~t...r.. . ~ Lli
. ` Q . , , o
• V • . w ~ . I ~`I
- . 1 0
utility Eaeemen
- - - ^ t
CL
250 -
1
. . ,
101. 7 3
-10 -
0 ~ . • ,
. .M
o '-J
~ .....r 1
L ~ ~j . .
. , TRACT XM
Lo n « . .
-RicyAf r,-•
' t F 1'X 30f .
, - _ 3 2 6. ~ 3 300
- - .
. S 300 0l m
a
. 36,5, .89 54054 ^
, 3~6.73.. _ _ •
• , • . ' ~ a
. . ~ • ; ~ ,
, Lot "EM u1
,
. , 1 X 326.73,
, .
%
~ ,r ~
GA, I j/ ~
r'''1,*
en
. .
► .
RECIlVw
N o v 2 3 1993
V. LENN I E HUSA P. E. Cpunty Etigineerir,g
CONSULTING ENGINEER
E. 11020 18TH AVENUE
SPOKANE, WA. 99206
509-924-1298
November 22, 1993
4J i 1 1 i am H. Heirnn i ng s P. E.
Spokane t;ounty
Publ ic Works DepartmEnt
1026 Broad.way Avenue
Spokaiie WA 99260-1070
Dear Bi 1 1
I'm submitting herewifih 2 sets of the revised Road and
Drainage Plans and 1 mylar tracing of the Road and Drainage Plans
for S.P. 801-91, Billy McElroy Develapment for your final approv-
al. These plans were reviewed and discussed with Chris Reir.Ya on
November 19 as beinct rPady for your final approval with the minQr
modification being made to the drawinq.
I'm also submitting 2 sets of the revised "208" Lot drawinc.~s
for this project. They were modified as suggested.
If you have any further questions or comments concerning
tlzis project, dan't resitate to give me a call.
Sincerel.y,
V. Lennie Husa P.E.
Enc: 2 sets of Road & Drainage Plan prints
1 mylar tracing of the Road. & Drainage Plan
2 sets "208" Lot Drawings
~
Jk8
f
~
p` "vf e, H
0
~ ~ -
•
~
1
--r~ ~J 1 - -
.
1 .ri T . • ti
4 3~ ~
~
~ .
~ t ! . Pj ~tr Jc~/~~
z s, s
d•~' . 5~
~
►
~ ~ .
~R~~ - 9► 2
. s~ aQ ~
tJ1CE~-RoY aD 5
t I Of ;
, Sh~eet
_ 0~14~ 1~
r~ '~~l ~ ~ f? ~
30
3~V cCale:
A
'Y ~
l BY
E~~ Dr2~ ~ 93
;-~j:,~
p~►te: ~ us`-,
~1• nnie ~
e
~ ~ ~''...;~;t ~ •
Ssio,q rtiL`"--'~ consU;lfI[19 E{"1g
REVEIY ED
oEC o 1 1993
So~~,APdE COUNTY ENG(NEER
0Qf ldlh~ ~ar-K LIY1S
i ~
~
! .r
• ' < ~
k
k
I rzp.s' 14eod
~
~ r6 ~ ra age
k
ei'7T+
.1
~ : 'Y~` fi r~'~ ~
3af
0 8r
. ~Lo C4 e
~ ~ ~ ~ ~ ~5~~~~r ~ ~G1,~~f6C~ ~4 • ~ 1'~ ~ ~l"'~
;
. -r 13 p w~./I t17
4-1 E3 .5 Wles ~
d
ly, N-3,
DRA1NAGE EASEMENI
~ ~ ~Y ASpr.~~ SP 8 01-92
McELROY ADDITIC)N
µs v7 ~ - ~ • -ra
~heet ~ ~f 5
~ • ~~r-r~, z ~ ~ ~ Df aW 111g # ~ ~
i ~
~ - , ~ ~
~7
C' t•~~~;`~~r~k~ cale: 1' a 30
~awn ~ ~1
Date,
V. ~ennie HUsa P.E.
Consultln~ Eng![~~er
r 1
RECE1 r ED
D E C 0 1 1993
SPpK,QNE CQUNTY ENGINEER
"
Lo7 "C
,
Q io1.9' ~
~
~ y 4.~
1
~F Sl,
~ , f{~ 7
. rr~•+
V±~r-
~r
~
,~.~jv~`7 i • ~ \V
EXPfRES 7I1&! 9'¢
~.13u< <d pny 5e-°t bQc k L «e
pra11'7 4 9,e a7 a,se t77 c hf
~rrmmer HeQd .
L~'e1Se n-7 en~
s ease nn~n f
- ~ ~ ~ - - -
~
zs~
3 >
~ / .
~ ~o• DRAINAGE EASEMENl
SP 801-92
McELRdY ADDITION
~
(o Steet 3 of 5
Drawing # Bhtl - 2
SCale: 1, - 30
d~ t ~4 de ~Q,is Drawn By VLH Date: 11 / 5 / 93 ~~~2~j
~ V. Lennie Husa P.E.
Consulting Engineer
RECEIV EV
DE C 0 1 1SSJ
SPQKANE COUNTY ENGINEER
~ •
~ y
R
~ O V i
a ~
s
t
1
~
. ~
y~ 41W 1 .
i
.
~
C
~ , 4-baCff
G~,~jd'`ny t
,
e rae
,
~
w 1 ~ . . ~ ~
...5--
s' ~ ° ~ -
-A- .
~ pl*~ ~
3 0.
-
. t ~Q $a ~,oa~
~ f~- t~IG~~-R'~ af 5
G rd Sheet
tl~ awin9 #
Qne W~ ~ ~
• ~ ~f~si ,~w a . 0 ~ ~ 11 ;O D l' ?
e.
A S P,,►,~,~
n .
~ , ~ ~Sl ~ ~ r a ~ d ~,{~11 S . Lec► ~
s1 ~~r~~y ~ s~~ s ~ ~ l~ c r ~,►ting
Aa 0 iJ c 4r-4
cF~'~~~`--•,.: ~v "
s,: ,TON. ~
c-C, -
-
REcEIvEa
0 E C 0 1 1993
SPQKANE COUNTY ENGINEER
~ a~~
~ ra 1 ri 49 e- tF- 4 c nV a S 5- cw 17 017 . ~~~Se ~"f7~~►?'~-'
• ~ F r p
~ a H"
~
oA C. CO . 15 Or
A~ ,
1.f9{ ►~a, 1,0
.
a ~
TG~c~n
Nal st-ee-rlt!-r rhQm
"2 6 .9'f
-T 5 4-4r ll e s 4b f ~ jk~~ ~a&-i s o d
~
Ar ~ 2oe!` 5C~ R!e ,~a ~n ~ Grn d
f ~ ~~aI7 - CAfc d t- 1-1I 6-~~ rth 14 s lopes.
"Zo e:5c.~4? le- ~s r~17 cl t cr~
! n ,V 1,~7 17 .
'I
ol1 a at-M 61cp~s ?'-he "f,.t.~ t~h r~ ~0-9
~ 17a I~ jo e C a r~ s-/ rae-~-e ct n a,~
DRAINAGE EASEMEI
Tl'PlCAL X"'SECTION
SR 801- 92
~fA:: ~
~R 208" h►i
SWALE GELRO1( ADDIT'ION
[ 4•' i
_ . 7
GRASSED PER .
~ ~r ,rM1x~ CUL14TiQN AREA ShQ~t 5 Qf 5
~ .
~2S' Dt a rnd,q e A-7 45e- rrrer~~ ~awln~ # BM '2
,
~ ~ •Sr~~~.~~~1~,'~~~~.,.~''Jr~h I .f
~^+ti. -•,r' 4
SVafe: N.1 ■S■
~Drawn By VLH
' ~
~ Date; 11! 5193~ev''h~a
N
s ~ p~ r t 3
s ~~,~~~r 0, V. Lennie Husa P.E
ROAD SIDE D TCH X-SECTION Cansuiting Engineer
_ , RECEIVED
D E C 0 1 1993
SP4KANE COUNTY ENGINEER
. ~ . ~ ~ . 1"=50 `
.50
50. .
.
, , , , . . • , , ~ , ~ , . t , •
~ , . • ~ ' ~ ' ~ '~a , ~ , ~ , • ' • , , ' ' , ' , .
. , , . • l , „ < < , , •t•, ~ , . .
, . , ~i
NE CORNER SW1/4 SW1/4 SECT
ION 21. . ~ .
ER SW1/4 SW1/4 SECTION .21.
~ . ~ ~ , . . . .49 ~ ~ • ~ ~ " ~
Nw ~co~ e9 ,48NE. 1326 ,34,
N
~
1 ,
t ~ ~ R. ~
.
663.17' ~ FD. IRON PIPE
663.171,
, ; . , ~ .t. • ' • ~ , . .
See ROS 41-3
, . , ~ ~ , ~ • . , ~ ; ' ~ 1 ~ . ' , ~ ,
• ' ~ ' ~ ~ ~ ' ~ ~ ' . ~ ' . ' . , , , . , ~ .
, in . . , , . ~ ~ , ~ ,
tf1
o • . ~ ~ , ~ . . . 'i ~ , , ,
. , , • ~ , , , ~ N ,
. , . , .
13.51,Futare Acquieition 1►rea
, ~ i , ~ ~ ' • . . i ~ .
~ p / • ~ • . . ~ '
H.89 49 48 B. . 226.70 ~ ,
~ ~ ~ . ~ •
1 ~ ~ .
125 , . 101.701 4 0 0 .Ol .
• ~ ~ r . ~ .
o0
~ • ~ : ~ ° ' ~ , , ' , , , . + . ~ ' f'~1 , , ~ .
.-1 • ~ ' . ~ .rl ~ .
13,425 Sq. Ft. o . , , , . , , . , • o
to
r~ \ 100.00
•
~ . • ~ • ~ ~ . , y . . • . .
t"~ h 1 ' A , h o ~ ~
LOT o
~ . ~ N.89 54 54 B. . , ,
o
.
~ . I , ~ : ~ ~ ° • , 1 ~ .
, 1. , , . . ~ . . ,
pT ; C 1.00 , . . . .
. n , ~ e .
I b ~ .
L , ` , , , , . • . ' ' -
G . , . . , ~ .
. .,.U 00 . . , . ~ . . _ . ~ ~ . . . . , . .
y a . . . 'P~ , , 1~ ~ , ,,r ~ , . • , ,
125"
• er i ~ ~ ~W , ~ • . ;,,.ii:~ ,
: 21,878,S
. N~ ~ q. PC
Ft. . . . ~ , e . _ _
. ~ , p''I , ~ 1 ~ iA. ~ ~ I, . . • t~ . • r . ~ • . . '
d
89 • c%
• , ~ 1 Q ~ • . •49,48 E. Q , ~ ; .a•'• . , ~o ~ ,
r„+ .
~n , LOT D
, ~ ~ ~ ~ ~ , ~ ~ r~ ~ ' ~ • ' . ~
,i
~
H ~ i: ~ r.{ : 1 ~ ~
a Ul)
~ ~ Ft 14 OO.Sq.
13,43 q , . ,
. . ~ .
z . . . . i
„ o
~ ~ .
° , . ~ c . z Temporary Hammerhead-
H rt • . LOT B
Ove
,
, ~ , ~ I , • required, -by ,local,;fire ~ ~r- . . .
•
•
0 C)
, N • diatrict.
0 N . ~.Ir, . , , ~ ♦
' ~"i~ q`~tii i ; ~ ~ • ~ , . ~r: i . ~~f ..y ~ ~ i . .
Q r;i*,, • ~ ~ f ~ . ~:5.:~ r' . ~ ~ ,I ~ ~ ~ l,4~:...~ ' ~
,~4 i • \ { , '
z
~ •
;v25.Bnilding"~ , ~ 'setback Line~.y~~Y,
•rw r' a'~~. ~ •i ~ „ ~ , ; . ..L L _ _ ~ , . , ' . , , ~ ~ .
. ~ - _ ~ f -q,-. }t• , I . ~ . . . .
• : ' , I„r~: r-~" ,
r
. --7
y. v , ~ . . . 1 ~ ~ ' , . ~
~ • 10 UtilitY Eesement r' . . • . ~
- - - - I- - , _ _ ~ .
,
125 , .
. 101.73 ~ .
~ . , . ~ ~n
. , ,
ui 5-8~=~q~
.
~
` ~ Lot "F" 1IX 30' . ~
~ M N , ~ ~ 3QQ ~
. . , L TRACT•X o,, .
4. 0 O1 . ~ ~ .U ~
. . , _ 326.13' . ~ ~ 3~ M
~
. E . . ,
. S.89 54'54`W. 326.73,
36.5' , . : • ~ .
. • , • ~ / ~
~
• ~r NEM 1IX 326.73 VL I t .
Lot
. ~
,
, ~
VAItIANCE # nI'PLICAN'I'S NAML~.:~I4G
~ y
BLDG #
OTHER # MAILING ADURESS OC'¢9 ~ ~`~~C~/1
S at , T o~ , tt '4 9 3ff CC)
PARCEL # 19 l S~3 7 0"7 PHONC - HOMF POk-C9C3 "R--cl 3Y
'o
z- ~ ( ~
ROA.D NAME PHONE - WORK Q
The following documents arc needed before the Spokane Counry Engineer's Department can begin processing your
variauce or building application as approved. (509) 456-3600
AGREEMENT TO PAY FEES have been collected.
i ~ RECORDED COPY OF DEED, DEED OF TRUST, contract or conv~e !ing instrunient. These may be
obtained from the County Auditor, 2ad flour of the Court6ouse. ,~C's P(6.-/ _
~
j ~ LEGAL DESCRIPTION of your access easemeni. c,.SC~r c ~
'
)c-^ A LISTING OF NAMES of individuals who will be sigaing the documents. These iudividual naales-
should appear as the person(s) legally sign their fiame. 15 C..-1F pD 61 _
/
A CURRENT ASSESSOR'S MAP which depicts the location of your property. S~G'`-"
OWNERSHrP MICRO-RUN. These may be obtained from the County Assessors, lst floor, of the
Courthouse, Jefferson entrance, 2nd door on the left.
,
The necessary documents will be prepared by the Engineer"s Department, Right-of-Way Section, upon provision of
the inforniation noted above. You will be notiCed when the documents are ready for signature. The documents may
bc sent to you, however, IT SHOULD BE NOTED THAT ALL SIGNATURES MUST BE NOTARIZED. The
Engineer's Department does have notaries available if you choose to sign ihe documents at our office.
Please call when rcady Please mail when ready
Notice to Public ~ Right-oE Way
7)209c7` X` f2~~'v~ ~'oc,~{
COMMENTS ,
i
Right-of-Way Agent J~ Forward to You from
' k\p\f\notioe.192
;
,
. a
♦
o
sh<3w ti f~c~c a~v s
~i~' A ~t~l 7~,~ fa '51Doktqrtl E Folv,~iU
~
-PI~~ ~'qcsc-C ~cr-f~
5~
f- - ez G~S`
U ~U /WLEYRa~ 1,qNE h`,1`5
~
~
wi dTA Xot oF
y
. . . . . . .:.:.~.s:,~ r,.~:w... . , ~ P . ~.2 . . . .
~ ' ~ _
so
, ~ ~ ~8 CO~NER SWYI4 S SWII ~ SW1 # 4 S~CTION ~ 1 .
SW~ 4 SECTI~N ~1, ~ • ~ ~ R SW~14 I t3~i C0~ I~.89 ~9 48 E. 13Z6. ~ 1 .1326.34' ~
4 ~ ~•I ~ n- Y~ , ~ 663.1I r
i~ ~ ~ ~ ' ~ ~ 1
~ ~ `
• ~ ~
~ • • ~ ` ~ ~ ~ ~
~ r ],3. ~ • g~lta~e A~quisi~ioa ~~~~1 . . i . . 1
+ _ H. ~9°49'4'8~'~, 226.7~'• ~ ~ ~ .
~ ~ ' ~ w
~ ► ~ ~ 40~. 1 ~ z~~, ~o , ~ . ~ . ~ r
. : ~ ► . I ~ ~ , co w
1 N1 r~ . ~ ~ ~ ~ ~ ~ , ~ ~
~ ` ~ ` ~ 1'~ 425 S . Ft. ~ ► % ~ .a ~ C~ ~ ~ , ~ q O . ~ - , 1
~ ~ ~ , ~ I~0.00 ~ . ~ . . - ~
r ~n ~ r- . ' ° ► ~ ~ ~ ~ flT A a ~i.89 54 5~ L ~ ~ . ~ l ~
~ ~ , ~ ~ ~ ~ , SO ~ , , 4~ ~
~ , v ~ iJ' , ► ~ 1. ~0~ . ~ . ~,a~ e ~t 1 ~
~ ~ ~ ~ d
~m ~ . ~ ~ ~ ~ . ~
. 'd' ~ - 1~5' ~ ' r ~ . , ~ R . . 1 ~ r 21, 878 Stj. ~'t. ~ ~ /JI
. N I r~ ' ~ ~ N. ~9 49 r48"E. ~ , • - ~y i e rJ- ~
~ ~ 0 q • . ~n LOT D _ ~ . ~t ~ ~ . . ~ , . i I ~ ~ • ~ .
~ ~ ~ , w . ~ ~ 14 a0 Sq. Ft•, ~ , ~ ~ ~ ~ ~ s
13 437 S, Ft. a ry Iw ~ , ~ p + q ~ ~r1 ~ ~ I~ ~ , ~ ~ . ~ ~ ~ r~ a : ~ 4~, ~ _ ~r. e
o ~ 1} y ~ ~ ~ d ; Tea~~or~ry Ha~erhead . ~ LUT H r`A\ ~ _ N ~ ~ 1
i " F ~ S~ ~ i . ~ required by ~.oc~l fire c~ r~ r~ . ~ ~ , r~ ~ ~ ~ .
o I ~ ~ ~ . d~strict. , . cw t~ . - O
a , , ~ . ~ ~ ~~'sui~dia ~ setback L~na ~ ~
~ - - - - - _ _ ~ ~ ,.n.,e ~ I ~ . , . ~ . w , , ~ ~ , ~
10 u~ilitp ~~sea~ent ~ ~ . _ __1_... - ~ • - - , r. ~ , _ ~ _ _ - ~ ~ T140 r.
125' 1Q~.73 t ,,,,_,.~,t - . . , ~ ~ ~ ~ 1 ~
_~~~~~..r.~~ . _ . ..t• ~ r ~ ~ : ~ ~ ~ ~ ~ ~ ~ ~ ~ w-. ~ ~ tt X vti~ ~ry . . F,O~ F I~X ~4r . ~
. * r r~ ~ ~ ~ TRAC~ "X - ~ r~ , ~ t~ ~
~ ~ 6.73' ~ ~ ~v 3~~, ~ r ~ . i.r - - - n 32 . ~
~ ~ ~„~,r~ _ ~ ~ ~ ~ ~ ~ ~ - ~ ~ . ~ ~ 1 ~ ~ M ' / ~ - ~ 1 ~ ~ 5:89 5~'54~i~. 3~6.'J3 _ [ , I
. ~ ~a
w , _ ~ LOt "E" 1'X 32b.73 ~
. ~ , *
~ ~ y ~ ~"1 ~ ~ I
. ~ C■ ~ . ~ L 63• L 6*
{y ~ O 0 ~ R
1/ 1
. v~ ~ r
_ : ' o w
663.~5' I ~ r , ~ . fr K . ri ~ ~ ~
~+'1 ~ . ~ ► " ~ . ~J Z' . 4 ~ 1 5~ 54 W. 13~ ~ I
~ y . ~ ~ ~
~ ~ I ~ ~
{~.i ~ ti ~ ~ ~
W y ~ Si ~
ti • ~ ~
~ h
i ~ '
,