26283 PE-1708 SUTTERS
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EN+~X~ER''S ~VIE~ SH~ET -
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ENGAI'NEER'S~-RE~V7AI-E,--?V-;S' y_~'_ ~ET.
. . BLDG. PE'RAvI-TT # -ar -FILE#
- Related File # ( } ~
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b4ate to_keview Tidne # . ,
Date fio AA &IDR 4-14-93 Timc 2;15
Llate Received 3-31-93
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PrbiectNaiiie- S=,u;r-TERIS ADD ~PE-1259)_REPLAT 1vv. Lats 9 No.Acres - 4
Sectivn - Tvw..~hip - Range
S' ITEa~D,,R~SS 12T~1HdI.IVAR LN PA.FtCEL # 2354333~2+
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r~ress`y_ , ;PCI ~30X ]371'7-SP[~KANE VVA 94213 Work #
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,F~LflDD ZDNE V NO W 4 S 1 SCfIC7dL_356
' - ' _ • Engineer f Surveyor's f Arc-hitect's Nsme TA~GART ENGINEERING ~
212$ N PINES RD S'T'E 17-15
SPOKLIVE wA 99206
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Planning CAnitact Persott STACY HJaRDAI-iiL Phone A. 456-2205
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~NO:TICE TO PUBLIC # _1 3 d 5 CC?IVIP'L'ETED - OR -NEEDS TC! B'E ST,GNED~-
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ENGINEER'S REV~V SHEET
BLTIG. PERMff # -or -FILE# - 1
. Related File # ( } _ -
Uace to Review 6-24-93 Ticr►e # 10
Date to AA& UR 4-14-93 Tirne 2:15
I]ate Received 3-31-93 '
Frvject Name St7TTER'S 21vD AnD z NQ. Lats 10 No.Acres 4
Section - Township-7.tange •
SITEAI)I3RE5S S'12THIEAEVERGREEN1BOUVVAR LN PARCEL # 23543-3202+
Applicant's'Nhrne WES CR[)SBY-CF-ID TNC Phone # 925-5229
Address PO BC7x 13717-SPOKANE wA 99213 VVark #
Date Conditians mailed 43
C[7I1taCt peTSiln Phooe #
FT.a[JD ZC]NE v~ ND W 4 S 1 SCH+QOL 356
Engineer 15urveyor's 1 Architect's h'ame TA~'iGART ENGTNEERING
2128'N F'INES RD STE 17-15
SPCJKAiVE WA 9I206
924-9993
Flanning:Contaet Perscrn STACY HJC]RE3AHL ; Plione # , - .456;2705 '
I]ate Su~imit`t°'ed~ llescription Iititrals
~J AGREEMENT' T'(7 PAY FEES CUMPLETEI) & CC1PY 'C(7 ACCC7[]NTIAiG
'FINAL FL.AT FEES CflM F'LETEQ & COPY TiD ACCOiTNTlfiiG
.Ix NO'TIGE TC3 PiJBLIC # 1 3 4 b COM[FLETEI? - OR NEEDS '7O HE STGNEI7
T?FSIGN DEUTATI[]Iii ST,3BMI [1D
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! 1 ALT,ERATTON TO PLAT - BL.aCKS & LC3TS ~
~~)HEARTNG EXAM', A,I'PROVED ~DENIEI3-_APPEALED BBC ~APPROVED =DENIED
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Extension of Time Findings Fde No PE-'S 708-93 Page 7
4. SecUrity sha11 be deposited with the Division of Utilities ior the cQnstnaction 4f Che publie dry-Iine sevwer
connectivn aiad facilities anci fox the prescribed warranty+ period. Security shall be in aforrrt acceptable to the
Division af T]tilities and in accordance with the Spokane County Sanitat'y Sewer Qrdinance.
5. Security wi11 be subtnitted to the Division of L7tilities pri jr ta approVal of Sewer L]esign Pkarts.
6. Arry water service for this project siaall be prowided in ac leordance with the Cnordinated Water
System Plan for Spvkane County, as amended.
Ni3TE. Nm ather new c@nditions of approval were requested by the reViewing agencies listed below,
Llnder state law and county ortlinance, you have the right to appeal this ~ecisian to the Spokane Caunty
Hearing Examiner. Upon receipt of an appeal, a public hearing wiIl be scheduled. To file such an appeal,
you must submit a letter alnng with the appropriate processing fee payable to the 5pokar~e County Division of
Planning; within 14 (fourteen) calendar days fram the date this decision is signed.
Tf you have any questions, p1'ease eaIl the Spokane County Ddrvision of PZanning at 477-7200.
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DATED TgIIS 27'h DAY OF (7C'TQBER, 2000
dames Richardson, Asscaciate Planner
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ec: Spokane County Division of Engineering, Deuelope~ Seruices, BiII Hemmings
Spokane Gounty Division of LTtilities, Water Resources, Tim Hed
Division of Utilities, Starrnwater LFtility, I3renda Sirns
Spokane Regivnal Health T3istrict, Steve HoIderby
Spokane Gounly Division vf Building and Code Enforcement, Jeff Fnrry
Spokarde County Fire District -41
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Vera Water and Pvwer
CHD, Inc.; P.O. Bax 13717; Spokane, WA 99213 ,
Taggert Engineerirag; 2128 North Pines Road; Spokane, WA 99206
File
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F tensiqn of 7ime Findings Frle No. PE-1708-93 Page 6
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11. Prior to fiIing the finaI plat, the sponsor shall demonstrate to the satisfaction of the Spokane Ceunty
Health District that the existing an-site sewage disposaa system serving the residenee 1❑cated on lcst 10 is
whoIly located within the boundaries of the lot ar relacate the drainfeld s❑ that it is entireIy within the Iat.
12. Subject to specific applicatign approvaf and issuance of permits by the health afficer, the use of
individual on-site sewage disposal systerns may be aufihorize;d.
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13. The dedicatory Ianguage of the plat wiii state• "Subject°lto specific appliGatipn approval and issuance of
pertnits by the Health Clfficer, fihe use of individual on-site s6 wage systems may be auiharazed."
14. The dedicatary Ianguage on the plat shafl state: "llse of pirivate weils and water systems is prohibited.,,
15. The fl na1 plat dedicaticrn shal] cantain the fmllowing staternertt: The public water system, pursuant to the
water plan apprnved by county and s#ate health authvrities, tihe 1oca1 fre protecti9n district, Cvunf.y $uilding
and Safety Department, and water purveyor, shall be installed within this subdivisian and tha applicant shal]
provide for individual domestic water senrice as welE as fire protection tv each iotltract prior to sale of each
lotltract and prior to issuance of a buildBng perrnit for each tr`aGt.
SPOKANE CULTNTY 13IVISI{]N OF BUT-LDINGS
1. The applicant shall cantact the Division of 8uildings at tlie earliest possible stage in order ta be irafarmed
of code requirements administeredlenforced as authariaed by the State $uieding Code Act
Designlder+elapment concerns include: ADL7RESSTNG, FIRE APPARATUS ACCESS RQAIJS„ FIRE
HYD1tANTIFLOW; APPROVED WATER SYSTEMS; BThLT3TNG AGCESS113ILITY; C[]NSTRUCTIQN
'F'1'PE; QCCiIPANGY CLASSIFICA`i'1ONEXI'T`rNG, EXTElidC7R WALL PRQTECTIC3N, ANI7 ENERGY
CqDE REGC]LATTONS.
sPvrcEuvE cvuNTY AIR Pc~LUTIoN coNTROL Arr~ORITY
1. All air pallution reguiations must be met.
2. Air poZlution regulations require thaC dust emissions d'uring c]emv9ition, Gonstruction and excavatiQn
prvjects be controlled. This may require use of water sprays, Carps, sprinklers ar suspension of actiaity
during certain weather conditians. Haul ra~ads shouls~ be tre~ted, and emissions from the transfer of earthen
material must be controtled, as well as emissians From al1 nther constructian-related activities.
3. AiZ traveled surfaces {ingress, egress, parking areas, acaess roads} must be paved and kept clean.
4. Measures rnust be taken ta avcaid the depasition of dirt and mud from unpaVed surfaces onta paued
surfaces. If tracking or spills ❑ccur on paVed surfaces, measures must be taken irnmediately to clean these
surfaces. i
5. Debris generated as a result of this pr❑ject must be disposed ❑f by means other than burning (ie
construction waste, etc.).
6. All soIid ffuel burning devices (waod stoves, pellet st jues, etc...) must cornply with local, s~te, an~1
federal rules and regulations.
NEW CUNDTTIONS C]F FTNAL PLA'T API'ROVAL
Wherever the "New Cvnditions of Apprava2" replica#e or cenflict with tiae prior existing conditions of
apprvaal recited abnve, the "New Conditians of AppPOaal" sha11 be cantrolling and sha9t amend andJor
replace the terms and intent of the ariginal conditians.
1. The dedication shall state: Public dry-line sewers shall be constructed to prowide far the future connection
of each parcel to the CQUr~~'s system of sewerage. Whe~ the dry-line sewers became wet (live), uses on
properties within the project sha11 he required to cQnnectito the sewer and pa.y aAplicable charges per the
County Sewer Qrdinance. 5ewer conraectian permits shafl be required.
2. Agplicant shall submit expressly to Spakane County Divisican of T]tilities °under separate cQVer", only
those plan sheets sht~wing sewer plans and specificatio~s for the public dry-1ine sewer connections far
rewiew and appt'vva1.
3. 5ewer plans acceptable EQ the T]ivision nt' Utilities siiall be subanitted prior ta the firaalization of the
praject.
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F..xtenSinn of Time Findirags Fde IWo. PE-1708-53 Page 5
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SPC3KAN'E Cf}iTNTY DMSIUN C3F Y)TILTTIES
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appliGation app;9;;a! and issuance of poFmits by thn 140alth A . . I)ELETE'D
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ftwmlgien of ULID by petmtion method pur-suant to RCI ' '
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5'PUKANE CCDTJNTY HEALTH DISTRICT
t. The fnal ptat sha1l be designed as indicated on the prelim';inary pZat of record andlar any at#ached sheets as
noted. 1
2. Appropriate utilityr easements shall be indicated on cQpies of the preliminary plat of record fnr distrihution
by Spokane CQUnty Planning to Che utility campanies, Spokane County Engineer and the Spr~kane Cotinty
Heaith ~7istrict. Written approe~al of tl~e easements by rhe~urrliry campanies must be received prior to the
submittal of ttie final pFat.
3. Sewage disposai methnd shall be as aufharixed by the Dir,ector of lltilities, Spakane CQUnty
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4. Water service shaIl tse caorzlinaTed througb the Director of CltiIities, Spokane County.
5. Water service shall bs by an existing puhlic water supply when approVed by the Regianal Engineer
{Spokane}, State T]epartpr►ent of Health.
6. Prior tv filing the flnal plat, ths spans4r shail present eviclence that the plat lies within the recorded
ser►=ice area of the water systernr proposed to serve the plat.
7. Prior to fiIang the final plat, the sgansor shall demonstraCe to the satisfaction of the Spakana Caunky Health
L)istrict that an adequate and patable water supply is availatale ta each lot of the plat.
8. A plan far water facilities adequate for dDmestic use, dolmestic irrigatian use and fire protect2on use shall
be appraued by the water pun+eyor. Said water plan must taave been appraved hy the flre proteGtian district
and the apprapriate heal#h authorities. The health authorities, water supplier (purveyor) and the ftre
protection distirict will certify, prior tra tlae filing of the fina!] plat, oii the face of said water plan that the plan
is in conformance with iheir requirements and will adequat,ely satisfy their respective needs. Said water plan
and certification wilI be drafted on a transparency suitable f~~or reproduction.
9. The purveyor will also certify priar tg filing the finai plat ran a copy of said water plan that appropriate
contractual arrangements haue been rnade wsth the plat sponsor for construction of the water system, in
accordance with the a,pproved plan and time schedule. T'he time schedule r.vill provide, in any case, For
completion of khe water systern and inspectian by the appiropriate health authorities priar to application for
building permits within the plat. The cantractual arrange3nents will include a provision hfllding Spnkane
CountylCity of 5pokane, Spokane County Health DistriGi and the purveyor harmless froraz claims by any
lotltract purchaser refused a huilding permit due to failure of the plat spansor to satisfactorily completa the
appraued vyater system.
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10. Prior to filing the final ptat, the sponsor shall demanstrate to fhe satisfaction of the Spokane CQUnty
Health Uistricfi that suitable sites for nn-site sewage disposa6 systems are availabIe on all lots.
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Exterasion of Time Frndings File 1VQ. PE-1708-93 Page 4
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2. PIans, prafiles, and cross-sections as designed to County'ptandards showing pro,posed street centerline and
curb grades sha11 be submitted to the GQUnty Engineer far approual priar to constructian andlor the filing nf
each final plat; road plans to be prepared under the directiun ~of a licensed Professaonal Civil Engineer.
3. IDrainage pians and design calculati6ns showing the aligi ment of drainage ~`acilities shaIl E~e su~smitted to
the C4unty Engineer for approVal prior to construction and/or the filing vf the fnal plat. Drainage plaals to be
prepared under the direction of x licensed Frofessi❑nai Civil Engineer.
4. Constructian within the proposed public streets and uasements shall be perforrned under The direct
supervision af a licensed engineerfsurwepor, who shall furnilsh the Caunty Engineer with "as-buiit° pians anci
a certificate in writing that all improvernents were installed to the lines and grades shown on the approved
canstruction plans and that aIl disturbed monurrients have be'esi replaced.
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5. No constructian wark is to be performed within the existlr►g or propased puhlic right-of-way until a permit
has been issned by the Caunty Engineer. All wark is subject to inspectian and approva[ by the Gounty
Enginear.
6. A11 Construction within the existing Qr proposed public right-af way is to be completed prior to fling each
final plat, or a band in the amournt estimated by the Courity Engineer to couer fihe cost of eonstructian of
improvements, Construction certiica#ivn, "as-built" plans { nd tnanumenting the street centerlines shall be
filed with fhe County Engineer.
7. Individual driveway access permits are required priar, to issuance ❑f a building permit for driveway V
apgroaches to the county road sysCem. ~
8. Dedication of 10 feeC af additianal right-of-way along 12th Aaenue is required.
9. Dedicatlon Qf 50 feet of additianal right-of-way along Holiaar Raad is required.
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ld. Existing count}r roads pror+iding direct access to the plat shalE be paved andlor curbed to Spokane CQUnty
standards.
11. All pu'blic roads within the glat shall be designed and col structed to Sgo9cane County standards.
12. The ward "applicant" shall include the awner or awners,of the properky, his heirs, SSSIgnS aIld 5UCC05S17r5.
13. The County Engineer has designated Typical Roadway Sectian Number T`vo, Lacal Access standard fcrr
the impro-vement of Bolivar IZnad, which is to be corsstructed within the proposed deveiopment. This wi{I
require the instaliadian af 36 feet of asphalt. The c~~stractio'a of curbing is atso required.
14. The County Engineer has designated Typical Raadway Section Number Two, LaCal Access standard for
the impsavement of 12th Avenue, which is adjacent to ihe propased development. This wiIl require #he
addition of apgrvxirnately $-10 feet of asphalt al+ang the 'Yontage af the develapment. The Gonstrucfiian of
curbing is also required.
15. The prespcrsed plat shall bs improued to the standards set forth in Spokane Gounty Board of
Commissianers Resolution hTo 80-1592, as amended, wfiich resalution establishes regulatiQrss far roads,
appt'oaches, drainage and fees in new consfiruation.
16. The County Engineer has examined this deveiopment proposal and has determined that the impact of this
propQSal upon the existing ecrunty road system warrants the dedicativn vf additivnaZ right-af way and the
roadruuay impraVements herein specified. I
17. There may exist utilities, either undergraund or muerhead, affecting #he sub,ect property, including
praperty to be dedicated or set aside fvr future acquisitioni Spokane County assumes no fnancial obligation
for adjustments ar reloCadirrn regarding these ufiilities. Apglicant(s) should check with the applicable utility
purveyar and the Spokane CQUrrry Engineer to deterrnine Whether applicant{s} or the utility is responsible for
adjustrnent ar relocation costs and to make arrarsgements far any necessary work.
18. It does appear that Tract A and Lot 1Sutter's Addition are in this propcrsed p9at, it is the developers
responsibility to make the impravements to Bolivar Road and 12th Avenue, to rneet Caunty Hoad Standards.
If they are in the plaC then the reseumbering of the plafiPr lots shall be acc4mplished prior to final plat
approval.
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Extensian of Time Finding5 File N❑ PE-1 705-93 Page 3
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lfl. Priar to filin of a1I [~r a portion of the final p1aT, tkie applicants' surweyor shajl subrnit c~ne vr more rnaps
c~utlined in red n~the area hemg finalizsd. The sGale shall micch the appropriate assessar's map scale.
11. The final plat shall indicate yard setbacks are iengt'hs ❑n cUl-de-sac iQts which meet nr exceed the
minirnum frontage of the underlying zone of the final plat,
12. A p[an far water facilifies adequate for ci6mestic servi`ca and fire profiectiean sha11 be apgroved by the
water urveyor, apprapriate ire prutectiun district, CQUn~y Building 8c Safety Degartment and County
Heal#histrict. The agencies will certify on the Water Plan prior to the filing vt afmal plat, that the p1an is
in Gonformance wit'h their respective needs and regulafiions. The Water Plan and cer~ificativn shall be drafted
on a transpaaency suitabIe far repraduction and be signed by the plat spQnsor.
13. The water punreycrr shall certify that appropriate contraciual arraazgements and schedule of improVeinents
have been rriade with the p9at sponsor for eonstruction of t4e water system 0n accordance with the ap~ro~+ed
Water Plan. 'I'he fiime sGhedule shall provide for ccampletiara of the watei"system and inspection y the
approprrate health autharities priar tD application for buiIdiri`g permits within the finai pfat. The arrangements
or agreements shall incTude a pror~isivn holding Spokane Gaunty and the ~urveycar harmless frvtt~ cI~ims by
any Zot purchaser refused a building permit c~ue ta the faillure of the su division spansor ta satisfactarily
complete the approved water system. 14. The final plat dedicatian shall cvntain the fo7lawing statement:
"The ►~blic water syste~a, pursuant Ca the Water P1an applrQVed by county and state healtf~ autl~orities, the
local ~re protectipn district, County Suilding &Safety Z)epartment and water purveyvr, shall be ir~stalled
within this subdivision,,and the applacant st~all prowide forJindividual domestic water servflce as we11 as tife
protecfiian to each lcrt pnor to sale of each lofi and prioc to issuance of a buiEding permit for each lot."
15. No building perrrait will be issued for any lot within tE~e final plat aantil certified by a Washington state-
IIcensed engineer that "the water system has been installedI pursuant to the approVed Water Flan for the finaf
plat," including a signed Iicense stamp. The cerCifiCation m~y be ir~ the form of a ietter, but Es preferred to be
certified on acnpy vfthe VVater Plan as a schematic map showing the "as-built" water system.
16. A sutvey is required priar ta the fl ling of afinat plat.
17. Prior to appraval of rQad and drainage pIans, you are required to coordinate with the United States Pastal
Service to determine type and lacation of centt'al maal deliwery facilities which may include applicabte
easeanents for deuelapments of three or more homes.
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24. PriQr to f'ina1 plat approval, the applicant shall dem(insirate to the satisfaction ❑f the Spolcane County
Plax~ning 17epartment that ai7y accessory structures ire excess of those permitted in the underlying zane have
been rem❑ved, '
SpCIKANE COUNTY DIVISIfIN QF ENGIN'EERING AND ROA,IIS
1. The conditional approval of the plat is giVen by fihe Cvunty Engineer subject to decEication of right-of-way
and approval of fihe road system as indicated in the preliminary plat of record.
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Extension of Time Findings File AIo. PE-'! 70$-93 Page 2
3. That at the time preliminary approval was granted, development ❑f the proposal was conditiQned
upan the extension of pukalic services which are nat yet awailable. T`his proVision shalk nQt apply to
public utiFity extensions which the project spansor would normally fund.
RIESP(]NSE: NA
4. That ad.ministratiwe delays have causetl the inability of the applicant tcr finalir,e the plat wi#hin the five
(5) year #irne period.
RESPC}NSE: The appliGant identifies no administrative delays hauing detayed the
finalizaCion of the plat. '
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6, The Comprehensive PIan designates the area of the preliminary plat as Urban. '['he Comprehensive
Plan designatian remains the same since the ariginali preliminary pgat appraval.
7. No new conditivns have been recommended by the reviewing Counry agencies.
$ Thxs is third (3rd) request for atime extenseon. The totai life of the preliminar,y plat has 6een
apgroximaCely seven (7) years. J
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9. T'he applicasitJnwner shouId shdw continued progress toward ccsmplying with Section 12.100.118,
the Subdivisinn OrdinanGe befare requesting an additianal extensiorr aftime.
DEcISIoN
BASE1] UPON A REV~EW of (a) the criteria far approving an extension of t9me of the expirativn date for a
prelimknary plat and (ka) ihe abave Findings of Fact, an exfiension of time request for agplication PE-170$-J3,
Sutters Second Addi#iun, is hereby APPRC3VED far ane (1)Iyear until November YD, 2001.
ORTGINAL CONx]ITI+[3NS OF APPROVAL
Those previous conditions of appraval sgecified in ttte Spokane County Hearing Examiner Committee
Findings of Fact, Gnnclusian and Order dated 3une 25, 1393, are recrted here as fal8nws. (madicatiorzs to 1he
original conditions are ztalicized)
5POKANE C[JTTNTY PLAhTNIlNG DTVISI[7N
l. The praposal sha11 comply with ihe i9rban Residential-3 5(UR-3.5) and Aquifer Sensitiue Area {ASA}
Querlay zones, as amended.
2. 7he final plat sha11 be desrgned substanCially in canformance wath the preliminar}i plat of recvrd. No
increase of density or number of lats shall accur withoutla change of condition application submittal and
apprnval.
3, The Planning TJirectorldesignee shall review a.riy prcrpased final plat ta ensure compliance with these
Findings and Csrnditions of Approval. ~
~
4. A final plat namelnumber shall be indicated before the final plat is filed, such narnelnumber to be
appraved by the Pdauining Directarldesignee.
5. Appropriate road narrte(s) shali be indicated. ~
6. The preliminary plat is given Gonditional appraaal for one (1) year, specifically fo NQVem$er 10, 2001.
The applicant may request an extension of time by submift~ng a written request nDt less thcrr~ 30 days priar tp
the expircrtir~r~ de~te, but no lazer thara [1cto6er 9, 2001.
7. Appropriate utility easements shali be indicated an copies (S) the propased final plat. Written appraVa1 0#'
utiliXy easements by apgrapriate utilit}+ companies shall be receiwed rvith the submitta] of the fnal plafi.
8 The fina1 pIat map shall indicate by a clear, dasheri line the required yard se#backs from ail private, firact
?C or public roads. The dedication shall contain the followiiag statement:
Side yard and reary ard setbacks shall be determined at the time building permits are requested uztless these
setbacks are speciically draf~ed on this ~nal plat. The setbacks indicated on this plat may be varied from if
proper xoning apprnvals are obtained.' !
9 . Fnur current certifCates of title shall be furnished t~~e Planning Department prior to fiting the fnal
p1at.
,F
BEFaxE THE sroKANE CouNrY I MvISTaN oF PLArNIrrG
IN THE MA'T'I`ER DF AN EX`Y'ENSI[7N OF ) ~
TINLE REQLTEST FOR PE-1708-93, } FINDINGS OF FAGT,
SUfiTETiS SECOIYU ADDTTIaN, ~ C&CLXISIUNS AND
AN APPROVED PRELlill'INARY PLAT } DiCISION
T-IIS NIATTER, a request for an extension of time fram CHD, Inc. has been received and decidet[ upnn,
pursuarit ta the Spokane Caunty Subtlivisiun drdinance (Sec:tion 12.100.118) and RCW 58.17.140.
FINUTNGS OF~ FACT
I. The individual signing belaw has been proper[y~ delegated the resp6nslbility for rendering this
decision by the Spokane Cvunty airector of Planning.
2. The t]riginal deaelopment groposal was ta subdivide apprrrximately 4 acres inta 10 lots far single-
family residences. A
3. The subject prelirninaty plat was approved by the H'earing Examiner Cammittee on ]une 25, 1993.
4. The exisfimg z,oning crf the property described an the applicatiQn is urban ReSiaenc;ar-3.5 (vR-3.5).
PrFar aoning was Agriculturat (A) and Singfe Femily Residential (R-1), re-designated #o Urban
Residential-3.5 (UR-3.5) Dn ]anuary 1, 1993 pursuant to the Program to IrnplemenC the 5pakane
County Zoning Code. Pursuant to RCW 5$.17.195'the propusal does canform to the requirements of
the existing Urban Residential-3.5 (LFR-3.5) xone.
s
5. Spakane County has established specific ariteria far considering the extensian of time for the
exgiration of preliminary subdivisions. These criteria are faund in Sectian 12.100.118 oF the Spokaiie
County 5ubdivision C]rdinance and iaave been used as a basis fpr this decision.
Section 12.100.116 states, "Approval af a prejirnidiary su}adiuision, large lot subdivisiQns, short
SLIbd1VI51[3Ti$, and binding site plans shaZl automatica9ly expare firre years after prelirninary+ apprawal is
gran,ted unless a time extensian is appraved far the pr❑ject." and Section 12.100.1 18 foitows with
"The IJxrectvr may adaninistratively appaove an extension provided there are no significant chauaged
conditions which wcauld render filing of the plat or binding site plarr contrary to the puhlic health,
safety Qr general welfare, and further proaided Qne;or mrrre of the fallowing circumstances is faund ta
apPly, a,
The follawing are the relevant sections of Sectivn 12.100.1,18 and the Div ision uf Planning responses.
1. That some portivn vf the extsting preiiminary subdivisian or binding site plan has been finalized sinee
the project was approved and the remaining lots `~ould form a unified development consistent with
the nriginal approval;
RESPONSE: No phase or adtEition of the subdivision approval has been finalized,
2. 'F"hat the preliminaryr su6division, ShQI`t 5L1bdlVI51QT1, or binding site plan remains generally consistenC
with the vriginal plat or binding site plan that was approved, and #he sp+ansor has taken substantial
steps taward finalizing Che plat or binding site p1an, which shall include ane, but is not limited to, the
fallawing:
RJESPUNSE: The propnsed prelimin6ry plat remafns consistent wdth the original
preliminary plat that was approved. The 'Division caf Eiigineering and Raads canfirms that
toad and drainage engtneering plans haae been appraved by the County.
2. a) surveying the lots within the development; b} arranging for pubiic ser►Fices te the site; c} obtaining
neGessary finaneing for all or a portion af the preliminary subdi°visian, short subdivisian, or binding
si#e pian, d} the campletion of studies or other requirements which were part af preIiminary
subdivision, short su6divisian, or binding site plan approval;
`
RESpONSE: NA
i~
~
F-xtension of Time Findings Fi1e Na. PE-170$-93 Page 3
i
i '
2. Subsequent extensian of time will only be considered upon a fir►ding of substantiai
cacnpliance with Chapter Trt, Section C, of the Subdivision Cardinance; ot'herwise
the preliminary subdivision appmval will becvme null and woid.
DATEI7 THTS : C DAY +DF,V&
~
Francine Shaw ~
Planner II
~
under state Iavv and county ordinance, you have the raghi ta appeal this decision to the
Spakane Caunty. Upvn receipt of an appeaT, a gublic, hearing will be scheriuled. To file
such an appeal, you must submit a letter a1Qng with the apprapriate proeessing f~De payabPe
ta the 5pvkane County I]ivision of 8uilding aMd Planning, within ten (10) cadendar days
frvm the date this decisivn is signed.
if yau haVe any questivns, please call the Spvkane County DiVisian of Building and
Planning at 456-2205.
c: Spokane County DiVisian of Engineering and Rbads
5pokane County Division of LTdliries
5pakane County Health District
5pakane County I3ivision of Building
Spokane County Fire Yrotectivn District #I
Vera WaCer District Cenu°a.l Valley Schoo1laistrict
Spokane County Air Pallutivn Controf Autharity
C.H.D., dnc., cfo Wes Crosby, P.O. Box 13717, Sgokane, WA 99213
7'aggart Engineering and Surveying, N. 2128 Pines Rd, Suite 77-15, 5pokane, WA 9920(
Fi1e
{
I
~
~ _
Extension vf Time Findings File Na. FE-1708-93 Page 2
,
a, surveying the lats within the development,
b. aurranging fvr public services to the site,
c. obtaining necessary financing for all rar a portian of the preliminary pIat,
d. the cvmpletivra of studies or vther requirements which were part of
preliminvry plat approwal;
RESPDNSE: "The prelirninarry plat as approVed, is comsistent with the
Cvmprehensive plan and the sponsor has taken steps to f'inalize portivns vf
rhe plat. j
3. That at the drne preliminary plat appmval ruas graanted, deVelapmerat of the
pmposal was canditioned upon the extension af public services which ara not
yet available. nis provisian shall not apply ta public ucility extension which
the project sponsar wauld normaily fund,
RESPONSE: Nat applicable.
8. This is the first request for a time extension. The tfltallife o£ the preliminary plat
nas been approximately three yearss.
9. 1fie follvvving facts are aZso relevant.
a. The applicant fiZed ihe rime extensiQn request within farty-fve (45) days priax
to the expiration af the preliminary plat. ;
~
10. The applicant'owner should shQw substandally greater progress #oward compiying
vvith Chapter III, Sectivn G, of the Subdiwision Drdinamce before requesring an
additivraal extension af time. ,
11. The prvposal has been circulated ter all affected agencies and departments fvr
cvmments. Na additionai conditions have been ree+commendeci by tPte varivus
reviewing agencies and deparnnents, including the Spakane County Dir+isiQn caf
Engineering and Ttoads, the 5pokane Counry Divisian of Utilities, the apokane
CQUnty Hea1th District and the Spvkane Cvuntry I]ivision of Building and Planaaing.
C(]1VCLiJST(}N
SASED [JPDN R:EVIEW aF (a) the criteria for approv'ing an extension of fime and the
ahvve Findings and Fact, the following conclusion is inade:
The proganen[ has dernQnstrated substantial pro~r,ress toward coimpleting the preliminary
pFat as evidence in the above Findiregs of Fact. Therefvre, a three year extensaon of time is
warranted. 1
I
DECISION
BASED UP[3NTHE ABC]iJE Findings af Fact and Conclusivns, an extensian of time
request for application PE-]708-93, Sutter's Secand rAdditian is hereby AJQJ`t
CmNDTTI[)N'S QF AFPROVAL
T~,has,e~ reu~inus.C[~ndition'sv~ f~A,a~l sp~i~ied ir~ tliie Hearing Exanniner Cvmmittee
- Findings of Faet, Canclusions and Order, dated June '25, 1993 together with ths following
updated cvndifions:
SPOKANE CQL1NTY DTVISTDIV UF aUILDING AND PLANNYlYG
1. The preliminaryy plat is giaen conditivnal approval far three {3} years, specifically to
Octaber 1, 1993. The applicant may re},uest an extension af tirne by subrnitting a
wr-itten request appraximateIy farty-fve (45) days prior ta the alxive expira.rion
date.
~
~r,, ,
BEF()RE SFOKAYYE CCDUNTY i)IVISION QF BUILT3TNG ANDftECE1YED
I'LANNING
SEP 3 0 1996
IN THE MATTER OF AN EXTENSION too EWOBedRg
C]F TIME ItEQCIES'I' FQR PE-1708-93, )'i FINDIfiTGS UF FACT
SC)T"TER'S SECOND ADDITION, AN C(]NCLUSI+aN'S AND
APPROVED PREL,IMINARY 1'LAT } I]ECTSXON
TH'IS 1VIA'I°I'ER, arequest for an extensian of tirne from Wes Croshy has 6een receaved
and decided upQn, pursuant ta Spvkane Caunty Subdi'vlsion regulatifln (Chapter nI,
Section G) and RCW 58.17.140.
~
FiNI3TNGS ❑F FACT AWD C[]NCLiJSiONS
i. The indi►ridual signing be1ow has teen groperly delegated the respvnsibility fvr
reradaring this decision by the Spaka.ne County Director of the Divisian of Suilding
and Planning.
2. The proposal was tv divide approxirnately fvur acres inta nine siMgle family lats and
one lot for an existing single family resir3ence.
3. The subjecc preliminary plat was apgraved by the Hearing Examiner Committee on
June 25, 1993.
4. The pmpasal is generally located sauth of and adjacent tv 12th Aventne
approximately 500 feet east of EVerg,ireen Road in the nvrthwest 1r4 of Sectian 23,
Township 25 North, Range 44 E.'VV.M., 5pvk;ane Cvunty, Washingtan.
5. The existing zaning of the propea-t}+ described irz the applicabian is Urban
Residential-3.5 ([]R-3.5), previously established as Agr-icultural (A) and Single
Family Residential(R-1) zoning in 1942 and 1978, respectiwely and redesignated ta
Urban Resadential-3.5 (LTR-3.5) on Tanuary T, 1991 consistent wach the F'rogram ta
Implement the Spokane County Zoning Code. Pursuant to RCW 58.17.195 the
proposal does eonforrn to the requirements of the existing llrban Residential-3.5
{[7R-3.5} zfl,ne. .6. "T'he Comprehensiae YTan designa#es this arrea of the preliminary plat as Urban and
the lc~carion is vvithin the Prit~rit}r Sewer 5ervi~e Area. The Comprehensive Plan
designation remains the same sinee the ariginal preliminary plat appraWa1.
7. Spokane County has estahlished specific criteria for c.ansidering the extensican aF
time far the expiratian of pre]iminar}i subtiivisians, specifically far regular
SY1bd1V151{?[]5, and department policy far short subdivisions. These criteria are
found in Chapter 1I1, Section G of the Spokane County Subdivision OrdinanGe and
have been used as a hasis for this decisican.
Sectivn G states, "Approval of a preTiminary subdivision sha11 autornatically expire
three years after preliminary approval is granted unless a time extension is applied
fvr." and foliaws with "Upan applicatian for time extension, the Directar of the
T7ivision of Building and Planning ar designee may administratively approve
extensions fvr up ta three (3) year periads provitied at least one of the fallowing
circumstances is faunt to apply:" The fallawing are the re1evanc sections of SeGiian
G and the Divisian of Building and Planning response:
1. nat same portion of t.he expsting preliminary plat has been fina1'ized since ihe
last extensivn was ,granteci and the remaining lots wou1d form a unified
development consistent with the originaZ appraval;
RESPC3NSF: 7'he s,ponsor scates the preliminary piat has ~en revised as
re.quired per the Spakane +Caunty DivisiQn of Engineering. 'T`he fnai plat has
been drafted and is ready far review.
2. That the preliminary plat as approved remains eonsistent rvith the Generalizeti
Camprehens~~e Plan for Spokane County insofar as density AN'D ather
der+elvpment provisions apply, and the sponsor has taken substantial steps
tawards finalizing his plat, which shall include hut nvt be lianited to:
~ ~
BP,~~~~ r~,kD
~ SPOKANE COUNTY DIVISI~N OF ~UNry
BU.ELIlIVG A►ND PLANNIN~ ito
~
ey. ~QP
P~LINIINARY PLAT e~i~1~
EXTENSIOh (]F TINIE FORM ~'Vi►~~
PZat Number: 1`2 a`~' 3 P1at Naine: ~~~~•~5 •~Dl> 7~rrv-i
# vf Lats: l 0 # of Acres:
Sponsor: ~Hf ~ /'0'rcA,2S (24,, Uwner:
adares5: ,Ao- ~ nn< Aadress: 94R" f 3
City, 5tate, Zip: 1-U4 9-rf' Z!3 City,5ta#e, Zip:
Phone: Phone: ( 5 4`r`) 9 2- G
Enginee,rlSurveyvr:
r ~
Ad'dre55: 17I s- 41 -2- V AM,
Ciry, State, Zip.
y ~
Phvne: I--~`r~-~ 3"7.,
,
PHASED PROJrECT
, (TQ BE CC3MPLETED aNLY IF THE PLA'T IS BEING I3EVELOPEiD AND FYNALMEI7 IN P,HASE,S)
# af Tots ariginally apgroued:
# of phases fnalized tv date: _ # of ?ots remaining to be finalimd:
# af acres remahiing:
,
PLEASE CUMPLETE TIIE FULLQWiNG INFORINTA►TYON:
Briefly sununarize the progress rnade, to date, in preparing r,he p7at ta be fnaUed (i.e., physical
coastructian, boaciing far improvements, suirveying and drafting work, accamplishing varivus
departmental requirements, obtailung pr granting easernents, etc.)
5 AP v
~i' • 7~-, _ / ~li'~.r~.~d~/~~ ,
.e- Yo 47-1=~,..~ -~L)
r14 AiO !"L !1 s~*seG.~~ r~"F= C~~Ln[~e e~ Jr7t~
.
9~
~
D a ~ E /40PLrCANTLMvEYOR
PLEASE RE'T[7RN THIS FOR1VI AL[]i►1G WTT $19~ XTEIVSTQN ❑F TI.ME FEE.
. ~
IIJETERNIINA'TI[]N OF
1Y01vSIGNIFICANCE _ "DNS"
WAC 197-1 p-97{] and Sectivn 1 Z.10.23Q(3)
SPCDKAfYE ENVIRQNMMNTAL ORD]NANCE
FTLE NUMBER(S): PE-1708-93
DESCRIPTIf3N OF PIiOPQSAL: Freliminary plat of Sutter"s 2nd Additivn with
existing flrban Residential 3.5 (UR-3.5) ZQning and vvlthin the Aquifes Sc:nsitive Area
(ASA) Qcrerlay zone.
APPL~~ANT: Wes C-rosby .
P.O. Box 13717
e SpQkane, WA 99213
926-5229
LOCA'I'IC)N (}F PROPOSAL, generally located approximately 5(}0 feet east of
Evergreen Road and scru[h of and adjacen[ to 12th Avenue ln the S'W' 114 of Scctipn 23,
Tawnship 25 N., Range 44 EWN1, Spvkane County, Washtngton.,
LEAD AGENCY: SPOKANE CC3UNTY PLANNTNG DEPARTMENT
DETERMINATI43N: The lead agency for this proposal has deterrained that it dc>es not
have a probahle significant adverse irnpact vn the envimnment. An Enviranmental Impact
Statemene (EIS) is g4I required under RCW 43.21C.030(2)(c)- "Mis decisican was rraade
aftear review of a completet] enviranrnental checklist and vther infarmation on fle wirh the
lead a.-ency. I'his inforznation is available ta the public vn request.
This DNS as issued under WA,C 197-11-340(2); the leati agency will nvt act Qn this
propflsa1 for at least 15 days from the dace issuei (below). CvmrnenCs regarding this
DNS must be submitted nv later than 4:00 p.m., June 22, 1993, if they are
intended ta alter the Dir1S.
RESPONSTBLE 4FFICIAL: WALLIS D. I-TUBBA,RD, PI..ANN1NG DIREC`I'C?R
By: 5tacy Bjvrdaril, Planrier I
Phone: (509) 456-2205
,Address: Spokaiie County Pldnning Department
West 1026 ~roadway
Spokane, WA 99260 ~
DATE ISSUED: Q- , 1993 SIGNA.TURE:
~ U
CCNIN~ REGARDNCiEV"VMCNN0\ffAL CONCITNS ARETHE
HEARING.
APPEAL OF THIS DETERMINATI[)N, after it becames final, may be rnade to the
SPOKANE CO-ONTY PLANNING DEPARTMENT, West 1026 Broadway, Spoka.ne,
WA 99260. The appea1 deadiine is the sa.me as the above project's appea] deadhne, beuag
ten (14) calendaz' days after the 5igning of the decisran tQ approve vr disapprawe the proj'ecC.
` This appeal rnust be written and the appellant shcauld be grepared to makke sgecific facEual
objectians. Contact the Planning Department tca assist you w7th the specifiGS for a SEPA
dppeal.
This DNS was rriailt-A to:
1. 4VA State Departrnent of CcoZQgy (Olympia)
2. WA State I]epartment of Health
3. Spokane Coi»Cy Health L7ititt-ict
4, Spokane County Division of Engineering
5 Cervral Vzillcy SchtoI DistriGl Na 356 b. Fire Distnct -No. I
7. Vera Trrigation District
Spokane County Air Pollution ControI ALithority
9. Spokane +County Parks Depu-ts-nent
10. ~pokane Ccaunty Boundary Review Board
11. WA Scate Depart~xa.ent of Traz~sportat~on ~~IVEI~r
12. Spvkane Transit ~.uthvrity
~ ~ ~
SPOMWoxwry
.00ft
1 rr , . + .
'P~ANNING DEPARTMENT
4
~~~~I-MIL 1ARY St.fBDJLVJLSION .C7.PPLIL.ATION
11 A RT [ ~
A. CrNERAL rNainR~rar~ON.
NAME (7F A,PPLIC:ANTIREPRESENTATTVE' cs ~-+~'r IJ /IIl1G I',~11l►,5 ~-'/reg
~
~AE-ING ADDRESS- 1 -;-7/--?
CITY. 5Tr',TE Y4~4 L.IF' 4G~9 2. 1 9
PxCaNF-: ~ ZZ7 (homc)
zF APPr IcA.NT zS NQr QWtNER, xNCLuDE WnxT~EN oWNER AuTHORrZATZaN
F[~R APPtWrCkNT xa SErtVE As REPREs~NTATz~E,
LEGALC3VVNER'S Na.~,~. C:d~' 1,1c . Pk)t,;E g"?6-rAaq
- MAIF fh°G ADDRES S • /Kfar 13 717
c1"rY .~~rals r - STAT'E 4119 ZIP 1!7,-7 r 't
PRC}TECT/PROPOSAL SITE ARF-A (acres ar sq fL) cc.cw,,~ 4C`P,4.P.&,
~ F
A DJACENT ft O4;JNED O1Z CC]N !RDi_LED (acres or sci 11) N111
~
~,sSFssOR P,vRc~.L 4s OF PRO~c-~,~RoPOsAL ~~~~'3zo~ ~3~~~
.
ASSECJCJOR pARCEZ. 4'S OF Ij1DJrtCEl~ AREA OWNE-D OR COi~~~~LL~D A1I4
~j~//~ /
i1'f
1rG ~G~ Iw+~4. f'f0~ /a11 J7f_. ,~'~C ~ - J3•G•!9. ~~Y~R~~7C~~
f~
STREET AT?T?RESS OF FROpOiAL A,4aeA&~- -kD 4.nd Sau t{, oi 1.;?-tA 4,venz[ e-
F-XzsTL'qc ZaNE Cz.assrFICATFON(s) (n ATE EsT,~B LIsHGD}
Ex35Tm~G u5E OF PRaPER7Y vAr d..si~
CC:Yfr"REf~ENST"'t~E PL.A,?`T CATEGOk?Y A .4 I'/
SCHOOI.. UFSTRICT ~ t~'• .
FrRE DIS-rRtCT 'V~IATER PvRVEYoR Vera- &)d-t4- F' p~wv-
PRaPOsED usE OF PRop~~TY
5+ngic Carnaly dw(Jlings [~r Dup]excs Mu1uCarniiy dwellings
ManraFactured horrde5 ( } BusaRC55 4 } IridtisEr3ztl ( ) tvfixcCf U5u ( }
OlhCf ( ) - De5G3'1~,'~' .
L.IST °REV1OUS 1'LRNNiNG DEPACt'!'MEN`i'i-=7fC7t,'S it,;VC)I_,V1Nn'C'1-Ifc PFif7F~F:"['Y Z+i
P4,4 I 7~ 1¢7"P
U . j T'l-rAL IN7'nRMAT~ON:
LocATIoiN OF PRaposA. /--~g
sEcrrorr 1~ 3 TowrrsxrP RANGE y~
i*IAM-E OF PU$C,IC RL)AD(S) PROVID1i~xG ACCESS-
WiD•rx OF pRoPEIRTY FRoNTrNc ON PvBLtc ROAD
Dt7ES THL FnflPC3SAL H,A.VE ACCF-SS "i"O AN' ARTERIAL CsR pLANiNEI7 AR,TE
~~L~~~~~n
'LJ
NA~.RE(5) OF ART~.RIt~L RC7r1DS ~'e tro 3~t'p_►rs
i
~9'~3
LEG~.. DESCRZP`I`ION O~' PRQPERTY (Atiach lega! descri}~c-an stamaed by F.and,~5u JUN 3 LEGAL DESCRI'TION FOIt ENTIRE ARE4 T❑ RF' S'tJ~d7IViDFD Q PRELIM
MA F s ,e- 4WAr,,Y;~~'i =IE+iTY ENG11dEF1
~
, .
r
SUBDIV7SIDNr A.PPLICATICCIN Page 2 of 4
IT YOU DD N4T 14OLD Tl`I'T E TO PRaPER`l'Y, -WHAT TS Y(7UR TN`TEREST TN IT?
Nlh
w14Ar ARe rr-rE CI-IANvED c4ND TIoNS OF ~1~~1~7 AREA wFlrC14 YOu FEELM,axE THts
PRoPOS XL W ARRnNTED? 'S~ri r~.c.~►r,~ ~ di~ ha~Lu
~r~ , ~.v~t[, ~ ~rr~' ~7►~5, ra~ • l~.c a.ua
-b~
4VHAT TNPAC7 YdILL TH'E. FaROpC?SEI] L3E3Dd1jFSIC3TST HAVE ON THE ADIACEIeTT PRGF'ERTIES?
rha &
' wxAT FAcTORs svPPORT TxE sUBDIvrsrON? 77x
sf~1a. -~arn~ly f~sri~c,aa~~~~1~~►~s ~.~e av~.~'~~~~~ ~
u
WHAT MEASLTftES DC) YOU PRi7POSE x(7 MlTlGA"i'E YQUR PROPOSAL'S [i'VtPAC°r ON 1.
SCJRFtOUNIaING LAh'I1 USE? I 'S aj
u.+~'7~hrn 44Zc liev,1rs~r»e.a~j
u ~
C, FrET TMTNAR`4'' 1;C1BT~TVTfiT0~~ Gyr'ERAL TNF[)RMAT"TON:
I 1~ '
E ~J
iqb h'FEER OF LOTS' ~r {~55 AR~A
TYPrc~~~, ~.O~r srzE .o.c..~~ ~ `a~"r PrzoPas~~ NET DENszTY* 57
Sh°TM1LLtiST LC71" S1LE Ya° XtMIN1MUM FROiN7AGE go F 1
PROPC3SEI7 SQUIRCE ~F WRTL•I, Int~ivadua1 wefis ( ) Plibl[C SYSlCii1 (V ]'siv~l~ C:~~ini~~uizal}y Sy5«.~I~
(:1ffior ( ) - Dcscribe.
PIzoPasEp MEaNs OF sEW,aGE DI:spOsAL
Publzc scwcr CoinmuFiPty Syslcm Scplic utnk asid drainf-ield ~
Double Plumbfn~ ~ Dry 5cwe,r ~j OLher ( ]
Describe.
UTILITY COiv~IFANIES ANI]/OR DISTRICTS 7'CJ PRQVYDE SERVICZ TO Tf3T5 PROPC7S:?I
x]ecvictty V era.. Scwcr. -SP0 kGLL.P (_.Y1 [.+1.t"f-L
Gas - + f' 1~Ya[et ~ll ~P. r~. 1 ~'hdne d~~I'iS ~
bO 'x'CI'U, oR THE 0W"NER FN T'HE EliENx'~OU I7C} NOT OW~T TNIS PRdPE[tT"k°, HAVE ANIY
PLANS FQR F[3TLJRE ADDITIC]h~5, EXFANSIC]NS D'R7`HER ACTIzJITY 12ELATF-I7 TD THTS
PROPC}SAL7 "Yes ( } 1\10 ( } IF YES, E3CPLAiN-
D. PI;E'LTiViI`JARY S[1-BY?INjTSTf~~ TIM1'Rf7V"FIiwrFA1r r\~FOr:Mr1'rt"ON.
L.EVF_L OF STREE`[' 11'uiPRJVEMFNTS F'ROPCJS[-T7 f5riva cc; ro:icfti ( )
i=°ublic ro;ids N' ArLct-ml roads TrzicE X roZds ( J
DESCRIBE AiNY COMBINATICJN flF'Fti$C3VF
r
ESTIMATED TI]v1E PERI[7I7 EXPECTED FDR CQMPLE'IE. DEVELOPMENT OF xHE SUBDIVISIDN
IS PH4iSTNG OF THE FINALTZA'IION DFTHHE 5U13DIVISIC7N PRf3PQSED7 Yes ( ) `0
IF YES, SHOW PHIASFNG ON THE P~ELIMINAFtY SUBDIVf5IC3iN iMAP
IS DE-bICATICJN OF L,4NI] FQR 1'iJBLiC USE t GN'i"EMPLA7ED (P,zirks, schoals, ctc Ycs h'o ~
I'F 4'E5, DESCRIBE
~.'L'; DF-NSITY I5 UNXTS OR LO"!`5 Pk.R ACRE iMIr"rUS F'RIVA'I~ AIN[?IDR °llBI.IC RO:~D t`.REA
SUBDIVISIQN APP.LTCA 1'ZON Pnn 4
PART 11 .
THzs SEcrioN oF THE APPLIcaTIarr wa..z. gROVInE rHE Pr...~~ ~~PARTrENx ~TAFF WIrH
WRirrEN vERIEca°noN THAx ~~PLzcAN-r xas H.~ ~RELriqNARY coNsULTArIoN wITH THE
AGErtcIEs zDENrMMn. REsULTs oF T~ ~RELIMINARY caNsur..TArpraN sxAt.r. INCoRPoRATED
IN THE PRDPOSAT. BEFORE FITd.4L SL.IF3MI77AL TO THE P[,ANN.fNG FJT--PAFTl\MNllT ,
H.I RE Nt A F2 5 I-I A L.LI Is'T RE DZSI' R x C'I"
A THTS PROPOSAL IS 1MSTHIN FTRE PRCJTF-C`I"DN I3TS`I'RICT NO
B. AL7F-QUAT,E F.RR ANGEM-ENTS (HrLVE) [HAVENC]T) ]BF-EN ivJAI7E 'I"Q MEE'I' C7UFZ NEEDs
TN PRQVIDWG Ff]Et AN ADEQE]ATE WATER SYST-EM A.N-U FACILITIES FOR FIR~ ~l-',oTEc-rzorr PvRPasEs
C. kECC7ivl'I~EhrDED FTRE FLC7W: C7R LTNABLF- TO GA3.IGLILt~TE N4W
BECALISE LISE IS NQT DEFINITPfE; AND 1VYLL HE DF-TERiMTNED AT BUILDIitiaG PERMIT
APPLICATION TI1vM ~ .r`
I? REQll]REhffiI~ii"S INCLLFIJE' rf- rA c , lz
J
i-~f~ I71S"I'FiIC`! `a1C'iIZA"I'1.J1~Lfil"L'LE I7AT~
1V ~l "1' !s 1 t[' U 1~ 1E f~ 1` 01~
A. S,ATIS.FACTORY ARRANGEMEN'TS FOR DOMFSTIC WATER .~~D FIRE FLGW
REQUIftE1s+IENTS (H;O~E (HA'Lj~' NQT) BEF-N MADE .
13 . RE[47UJREMENTS1CdMMEN'X'S ~--C:~ v~, ~~•n. s
FL
WA"[LR DZSTRICT SIGNATUREITITLE llATE
" CDUf~+"'I4.` ENGINisER
A PRELIMINARY I]ISCE]SSTCiN HAS 'I'AKE~T FLACE Alrp G6NTERAL REQUIRERfENTS FOR RDAQS
AN'1J DRA~~IAGE HAVE BEEN DISCU5SE17 WI'T`H TIIF APPLICAN7
A CaNfMiENTS.
SrGNTA7'tJkEM7'LE DATF,
COvNTY v'rtr.r,•zFrs
A PRELIMi~zAR`z' DISCUS$ION I-IA$ TAK.EN P? !-1C:F, ANIf7 GT-\TFRAI.. REi1[ 1MF;MENTS 1=OC2
S!]13MlTf'AL OIj TH1S PIZOPGSAL; (T-IA1a'L) (HAVF NQ'i') P,EFNSATISFIEL] TzLE DE5[GNTATED
WATER PuRVEYQR FOR THIS SI'1'E t5 1/A6-S%.-
_ r1. COMMEN75 ~
W~WtA7 ~ ~ ~ - 2- V''
SIGN URF-/£TTLE DATE
T-lI:E1L'I`Ii DI5't'RIC"i'
* PRELIMINARY DISCUSSIC7N HAS TAKEN PLAC E ND GENERAL REQL]IREMENTS FOR
SUBMI'TTAL OF 7'HIS P OSAL (HA`UE) V1C i4~~~ BEEN SATISFTEU.
* CC?ivfNIENTS 4.1 U-yx- -5)
~ ~
STGI"xATUREITITLE DAT~
.
51:LlVl,i2 I'U!2 VI? ]'ClR '
A PRELIMCNARY 37TSCUSSTCJNIihLS TAKEN 3'LACE AiND GENT--RAL REQUIREMEtiTS FOR `I'It'F
PROVI51C7N OF PCJ$LTC SEWER ARE CJt~DEf:S"I'OC7D BY Ti-IE Ai'1'LICAN"I'
A CD1MMEiVT$
~
SIGN
~
I3ATE
t ' r
L- •
SUBDBII5ION APPLICA'IION Page 4 of 4
PART III
SURVEYOR V~RIFTCATIaN
1, THE L3NDERSIGNED, A LICP-NSET7 LAND SL3"RVEYOR, HAVE C(7KPE.ETED THE INFC3RMATION
RF-QUF-STED THE LEGAL DESCRTPTiC]N ~PRELIMINARY PL.4T HAVE BEEN PREPARED BY ME QR
Uf'~TDER MY SUf'ERYISIQN TN ACCORDANCE WITH THE REQUTREMENTS OF 7'HE 5POKA-NT CC7llNTY
r NISIC]N REGULAT1aN'S AND THE LAWS OF "I`HE STATF_ OF WASHTiNG'TC3N
T
DATE:
A 11~u-A
~ . REss. Zot -rs 1 7-1 s---. PHoNTE- -2 cL? 3
2-~ ZTP Z n C~
]3rt PT TV
F
(SIGiNATURE OF PROPEA7Y C.]lN'1,7F-R.5 C?R I_ETTF_R OF AUTHORI7ATFC~t\D .
~
1, THE CJNI7ERS1GirTED, 51YEAR UI`.'pER PENAL.TY OF 3'EFt7C.IRY THAT THE AB DVE RESPO-NSES ARE
M,ADE TRC3THFnLY AND TO THE BF-ST OF 3vf7' ~TL 'ArL.EDGE.
.C FUR7NER S1'~EAR THAT I AM THE QWWNER OF RECORI7 OF THE AREA PROPOSED FUR THE
PREVIC)USLY FDENTLFIED LFu'YD USE ACTION. C7R, iF N{)T 7HE QWNER, ATTACHED HF-REW1TH I5
NVRITTF-N PERMISSIDN FROM'THE 0W1~E . UTHDRIZAdG MY ACTTONS dNTHISfH-ER $E.HALF.
STG~D-
~AT~..
ADT7FtF-55. 'D,~ PFi{JNE:
r ,J j~}~.J/\.f~7 ~ ✓~u~ L.R~ ~''"~`~r z-r~
SfbN1~~T~~ ~rCaNT ~~REsEjNTA°rtVF- DATE
STATE C?F'WA51I1NCiTC]N }
} SS,
CQUN'7`Y Or SPOKANT- )
S1GNED AhTD 5WflRIN TOIAFFIRMED IIEFORE ME ON TFIIS DAY OF
,199~BY I.~2~~_~~
J 1
, •,NoTAaY sEAL ,~,c~; QJ ti, c c~ -
Nptary Fubfkc in arid for ihe StaLe of Wa5hington
Rcsiding zL <~or•f C- a-' , , , ~ . My apPaintment expires 10913
PART V
(I'O 13E CDMPLETED BY T~iE P! ANNINTG DEPARTA•3ENT)
DA1 I: SUBfull i'IF-13
DAIE ACCEPTED' I3`z'-
TGTjkL F.EES; RECEIP`I" ;f
_
r
~
S P C] KA%. N E ~ (D [J lV 'r Y
[]IVrsIOt~ ~F ENcaNEFr~INc ANI) RQnDs • A DiarsioN aF TI-I E PuaLic WmaKs ~~PA RT•MENr
Wiliiam A. lahrts, P E, Catrnty Engineer t7ennis M. 5rvtt, P E, L7ireclar
.
AGREEMEW TCl PAY FEES
FNIGTNEER'S AGREEMENT 11PIJMB;E~ ~ ~ 0 ~
(2-k` 1). G~
This agreemecat betweera Spokane Cnunty and %A.)
-kRikFUC. tst PresVn~
whase interest in the project is
. . ,
is ec►tered into this day of , 19 ~.This agreement is applicable tc~ the projee-t
~ ? ~
known as: fv* U ' ~
, That the individuals and parties named herein as havirag an interest in the above descrabed property or projeGt agree
tv the folluwing:
D.. Reimburse Spokane CauTlty fmr project review atad inspectian fees as speccfied cn Chapter 9.14 af
the 5pokane County Code. Thc €ees witl be based on actual salary cnsts incurred by Spokane
Caunty far prvject reviews and f nr rnspections pEus a ten percent administratBVe charge, and wiEl
be 9ailled mnnthly as accrued. Any hilling amvunts due, including aaiy expenses incurred An the
cal9ection oF an overdue account, must be paid priar to ihe Cvunty's acceptance of the prajeca for
filing. If a project is aPProvetl anddor filed with a lbalance stil'1 owang, the unpaid balance s1ial1 be
paid wilhin 30 days of the invaice dace.
2. The undersigned agrees ttiat these fees are due and payable upon receipt c,f the bihling as spe~ifted
above.
3. Any invaices not paid with'rn 30 days of the invQ'rce d'ate wilL be considered delinquent. if any
outstanding balance on the account for this project 'rs neak p2rid within 30 clayS of the invoice daCe,
no further reviews af tlle paoject documents will be cvnducted uncil the entire accourat balance is
paid. Any balance oji the account for this project not paid within 65 days af tlae invoice date may
result in legal acti❑n ox the 'rnit'ration of other eallectian pracedures, including referral to a
col[ectivn agency. The Spvnsor will he liabke for any ancl' alb expenses 'rncucred by the County for
the coilecticrra of aWerdue accaunts.
4. The mantlaly balling shvuld be sent ta the attenti+an vf:
NAME, on I?
ADDRESS: 0~p a 7> 6 ve 13
,F~ ^M ~ A of
CITY, STATE:
ZflP CO1]E: ~ 0`' 0930
FI-iON E 7
I understand that fa'rlure to pay these Fees may result in d'elay in campletion or apprcrva] vF the praject nr ather
passible sanctions.
C] If thas Fea agreement is completed by someane aCher than the Sporisar (i.e., the prQject awner err a
prxncipal in the firm spvnsQring the preject), such as the Engineer designing the proaect, then
wratten authorixatibn from the Sp❑nsnr specifically authpriaing the Agent ta execute this Fee
Agreemen#, is attached ta this Fee Agreemsn
5TG1'V'ATl]RE By:
(PR«rT NAME)
gE YET, O SP47KANE C4}i.Il!+ITY ENGINEERS
klslflagneelFee doc 2f 119G
1026 W Braadway Ave Spafcane WA 99260-0170 (509) 456-3640 FAX: (509) 324-3478 `K'UD. (509) 324-3166
FLAT NQ.
p PnIA sLyI 'fc- pl-.,~ r~ ~ D fi--~#AT`ISTICS DATF, I
Plac Gneck Fee
Number of I.,ots ~ • f ~ + ,
iln
Road Nlfles (ATew)
Total Area ~ P
~ r P ' I
MAP ~
North Arraw ~ - - T~d i
ScaIe ~ K) n ~f= ?_rars p f ,
i.egend
Prvicecfures & Equipment
Basis af Searings ~ .~c_.. C) CO,d P A ~r -v I ~
. Plat Loocation Sy Tit[e
OFficial5ignature SZocks
Surveyors Certi#icate
Road Names
Raad Wirlths
Adjacent Area f~Z l,ot ~i. BI~k Numbers ~ ~
R!Vkr QedicatiQn designated
I Foot Strips
3 RPS can GLO Corners
Tract X
a
Lor Areas ~ I ck o.► I T► _ c4K it vt kawst
Bench Mark
, Clasure
D*DICA'Z7DN
Uascription (Ta Map)
❑escription (Tn Cert) ' ~ I ,
~ i.41ri
C}wners 1100
Certifcate tfl Piat 'Ra~
1 Foot 5trips
RTTJ - CPR Stalement
Access Yrvhibited
k1131 1Dedicatian
Qrainage Language
,drainage Cavenant {i
Flood Insurance
2(}8 Banris - $1,000.00 ea ~ 208 PLANS APPRUVED
PriVate Road Doc. #'s ~ - ~
Prrvate Road Waming J ~
Rvad Plains
Raad Band Impravetnent ~
Road Bond Inspecfton
5igned By Engineer ~ -
4,--~ -AMQ[7 ti rz., ."t-)
~ ~ -
- A1`'A- w
tl ~ ~4,u ~ - ~
9765~ . .
~ ~J.~~~~ C.~.►~~~.Q~ Q,~ ~ ~ ~ ~ .
~ ~ ~ c~J•~1 • ~,c.~.~ I~c- ~ . -
kial111plntlist09195 ,
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P1708 -S UttBf S Znd Add itiOfl BDnd SIJm1'1'1a f']]I
21-N❑Y-99
BolivaP Cvurt oanstruction $60,700.00
1 Zth Avenue oonstruction $20,(}00.00
i
tvw $aD~,7C]O.Q0
~
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~ 't~ ~ ' . , ~ 4.. . . . . ; ' " . 7 ^.y~`if,~ . ~ ~ ^ • ~y ~ ~ .
4 ~ s'$' . . ..77a~.-~ t .w.~„ , . M1t .'•i,+A:". Yy~.•'T;'-',r~~'.a+': , ~ ~~i
- ~ - . . • . ' . • ' f ~ . ~ l ' 3'.,.. . 4 *
' . ~ , • ~ . . ~ i , . . ♦yi :+~...>.wvw~.'_,
" . ....Y'~si'.a.v. • ~ ; . . '
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~ii-' r • , 4v. ' ~ ~ ~ ~ ~Y
t3A s r nJ rn k p
» w
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~ ~ .
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' ~ , i ~ ; Yi/ ~ M ~~~6 ~'tt ' s~•~ t r ~ G~
. tt
. •O es ~ ` o~ y .
• • - oA~.t O M = O h _ Z
0 0 ~
~Yt si7~
4`•a` t~ + l
~ ~ l ~s•rw ad, Lb-I/7ip8
' • A ~°~x . . r ? .i 4~ y' ~ N ~ 0 ` ~Q_--- _O •~„t ~ Q o, ` . s,l~ .
AL _
~ ~ i- ~ T . ~ ~ ~ t~i ro~ ao~ so~ ro~ =o~ • ~ EXPIRES 06/27/ ~
_ ~ ~ . rs• .
~ ',pr. /„1 . r~'`, 1~1 ~ ~ • r. ~ ' r`' j /1► ~ ~ O --i-~ ,
t
GI
• + .
c,t
o I ~ ~ ' V. ~ SS-J1
•
i ~1
, • ~ ' " p •a ~r~~
. ~ v ~
Purple area outside of • ~ ~ ~ •
Pzo.~ect is slightly -less ~ V• 1 ~ R.~,s Z A! 0 I •
than blue area vithin •
• properCy boundary. CO Aj . '
A K S ~d~ c.
. . ~ • U" :!~t' , w G.E,. p►,~.-t.~,...~ - .
. _ ' • ' SQALE aooP
v, - . . ' . . • .
wo"
v •,a~ " - . , `
i 6
Curb cut as weir.approximately 601 sauth of centerline af 12th on BoZivar's
west curb line at Station 5+ 56.91.
Q expected kb~ SOl. 91 =
2 ! 543 • 6'+476 CFS
, i
Equation from Spokane Couaty Starmwater Pia.nual, pg. 4-1.
Length af weir = 0
H1.5c ,
Q = CFS flowing
H = Depth of water
C = coefficient use 3.087
i
~
0.64476 ~ 3.116' '
w (0.165)1`5 3.087
Use 3.5 foot curb cut.
~
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; [-:yFIRES 013 127/
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TAGGART ENGINEERINta & SURVEYING
t
Licensed: Suiie 17-15 ~o pffice; i
Washington - 1963 N. 2128 Pines;Road
Idaho 1968 Spokane, WA 99206 f~tiatch, ID 38 • ~
1-800-637-3074-NpTIONAL t -509-924-9993 4-208,; 87~S-Q$55
nFN~tl~~R
Oc t abe r 23, 1996
' Edward ~erry, Jr. PE !
! Plans Fteview Engineer '
Spokane County Engineering
Division '
1026 West Broadway Ave. "
Spakane, Washington `
99260-0170
Subject: Drainage Calculations
Sutter`s 2nd Addition
Dear Mr. Perry:
~ Enclosed is a page that was inadvertently left vut of the drainage
' calculations. Please insert this page in the last addendum.
Alsa the Basin Map may have had the i~icorrect scale an it.
If it is not 1" = 240' please replaceiit also.
Thank yau far your help in this matter.
Very truly yours,
I `
Melvin Taggart, PE & PLS
File: Sutter`s 2nd, Wes Crosby '
i
~
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4a~e Y S 1 Y
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ess ~et er to
~ ~low' e1~y11 o~°0~a 0t w y~~`e,~eY
~ a w ~
~ :yat► ~t , tot srt,ov:C'~'
~ s4e~ Guyaze~'tar e
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neW ~0 y~ to
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1e
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$ ^^°g750555 PO1
~ •
TAGGART ENGINEERINGA SURVEYING 7t
Ucensed: Suite 17-15 Idaho Ofilce:
Washington -1963 N. 2128 Pines Road Rt- 2 BOX 22
Idaho -1958 Spokane. WA 99206 Potiatch. ID 83855
+ 1-800-637-3074-NATIONAL 1-509-924-9993 1-208-875-0555
1 I
, .
Juiy 14, 1996
page 1 of 2
.TO: Ed Perry, 3r. P.E.
FROM: Melvin Taggart i
Subject.: Project 1708, Review of Sutters 2nd Addition
It would be appreciated if you would see'me on Wednesday July 17tl-,
in the afternoon or rnorning if the PM is full
We could find nothing in the County specifications. that forbids
~ negative stationing. These were added after Lhe plan ar►cl ~~rofile of
01, ~ the centerlinE was approved by Mr. Dean Franz. It is not easy to
restation the entire project for a chang,e Spokane County wanted.
The zero change in grade Eor 45 feet at the south side of the cuI-
de-sac was necessary to qet the grade below 4.5% aff the
centerline to the curb north of the cul-de-sac. If we cut the grade
to a negative 0. 5$ we wi 1 1 have -S% of f the centerl ine north of the
cul-de-sac. It is not life threatening to have 45 feet af the
centerline af a cul-de-sac with a flat grade that drains both ways.
~ ~k 4~.~, b~-
It is the 1995 spec that specifies staioning from east to wESt aiid
•south to north. This job was already set from the old blue book
prior to the new specificatian. We need to go over the equation
locations so that they will not need to be done again.
We can boost up the staioning by 200 feet on the curb stationirig
~ to accommodate your wish on the no negative stationing. I do not
_w'sh to reca;culate elevations again. So would like to leave the
ations where t;,ey are now located.
The developer was :.o gave one unsigned set to utilities. I rzo not
'know how you got that set.
As the awner deve'Loper does not need quantities whY dc 1ou aant
existing graaes for the curb:,? The project is not now going LG be
bonded.
Need an example of cirainage structure on a profile.
we added all the notes you gave us unto sheet 1 for erosion
control. D4 you have additional notes to add?
~
There is no room to add curb profiles to centerline profiles
on this project. The scale to da so Woiild be too small to read.
~
~
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5~ c~ ~ ra E (:7 C) u rv -r x
DIVISIC]N DF ENGId+tEERING AN[] ROADS • fl L71VI5[t]N dFTHE PllBLIC Wt3AIC5 DEPAATMENT
WiilLam A. ]ahns, F.E., County Engineer 17ennzs M. Srott, P.E.. Direckor
February 12, 1997
Wes Crasby
CHa lne
P 0 Bax13717 5pokane, Wa 99213
~
RE: P17[18
Dear Mr. Grosby:
Qur reco rds indicate that yvu stili have a~ balance due fvr b i I l number 7550, dated
December 11, 1996, in the amount of $505.21.
Yvur plans wRff nvt be finalized untii aII monies due have been paid.
This means tFtat vnce the County has compfeted its !Ipracess, there will be a delay of at
least a week and a haEf, and up ta a m❑nth and a haif, in order fvr vur billing systern ta
capture all vf the cvsts, before your final bill can be ~prepared. Flli costs must then be
paid to the Caunty befare your pIans vvill be fnalized.
If yau have any questions regarding this matter, piease contact this office.
I.3incerely, '
~
~
S#eve Case '
Accaunting Technician
456-3600 x-277 '
r,c: Planning Errgineer - Ed Parry
2692
I
1026 SM Bmadway Ave. • 5goka+se, WA 99260-0170 •(504) 456-36010 FA?C: (509) 324•3478 TI]I7• [509] 329-3755
'^09750555 _ PO1
FROM: TAGGART fv-NQINE'ERING
PH4IVE1FAx 1-800-637 30T4
TOaDATF:.- -F~
1
~
April zz, 4996
TC]: Ed Pezry, Jr. F.E. ~
FROM: Mel vin Taggart
5ubject: Frcaject 1708. Review of SUtte,r's 2nd Additian
Extra sets of the drawings were given to the Planner to distribute.~ •
A cvpy vf the drainage calculatiants were faxed to the 5pokane v~~,
Cflunty Engineers shortT y af ter giuin;g the p1 ans to the p1 anner
The faxed copy bvre the seal and sighature vf the wri ter .
The deVeioper and my self decided to turn in a set af the p}.ans
as is to see if we couId get them re.d lirsed.. I had made at xeast
3 t riPs to Spokane to see someene alasut the p1 ans (450 mi1 es Each
txme I had left a messa9e fvr the perton to call me if he could nQt
see me. After 3hours nc call, so I wauld take vff to see him.
Each time he was in a meetinq (not with anyane fram the private
sect or ) but wi th ather county employ6es. I t seemed t hat he was nat
abl e to ccanVey that he would he meet'ing with county empl oyees aY 1
day, to the receptrenist.
I would iike to see yau if you are the Qne raow in charqe of the
road and curb plans. Flease cali andileave me a message at 1-800
637-3074 if I am not there.
If you had le€t the reason for yaur call. z would have tried harder
to get back to you. Please do so in the future.
Thank yau for your help in this matter.
~
A ItrA
T13 :
F~ Ed Perr3'. ,~r, p.. APrz,~ ,~2, 19,96
aal: ~
Me I vin 7"lggart ~j,.' '
SubJeet ; t,t'o '
.7eet 1708,
~
view pf
sutter's 2tid
fi co S~~S Of the drawl, ~ ° _ ~ddl
p a gs
h~
'~h~ n t~ '~n~i rt~ r ge re ~'iven 9to
faxed rQp~, ~O~~Qrt1y aftl~ul~tI❑ns pl~nner to
dev ~ t~~ a~r givi~y W~'~'e fa
- elOP~'I" anei S~1 `~1~'d sIg ~'~P~~~ P1*3I2S~a t~e
f ~n
~~0,~[
~
of th~ 0 A1 anner.
The devel aper and my self decided to turn in a set of t~e $31anr.
a5 is to see if we could get them red lined.. I had made at Yeast
3 t rips to Spakane to see someone about the plans {450 mi 1 es}. Each
time I had ieft a messa►ge for the gersan to call me if he could liot
see me. After 3 haurs na cai 1, sv I wauld take off to see hs.m,
Each time he was in a meeting (not with anyvne fram the private ~
sector) but with other caunty emplayees. It seemed that he was not '
able to convey that 3xe wauld he meeting wath caunty employees aliAW&AA
day, to the receptivnist,
I would like to see you if yau are the one now in chacqe o~ t~~'
rgad ar~c~ crxrb pl ans . P~, ease cal l and i eave me a~ m+~ssage at 1-80~ .6;"
537-3074 if T am not there. WK.
If you had left the reason for your cal l, I would have tried harder
to get back to you. Please da so ir, the future.
Thank yau fqr your help in this matter.,
(D~ C~ ~ ~ ~ ~hlow I" aw Aga` Av~
~ 4e 9~ Z3 ~ ~ ~ ~ ~4hgef
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_ ' ' _ - r= _ .!~~:.-~~3+-^; • .
_~a ~+.t'_. ^'i'' -ys~•
jk
. y~ • ~t~J~~
Standard -P1an Notes for DeVeloper PIan Submittals
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~ 1} u;+A11 wor~C and materials shall be in conformanr~ with the "S,POf~ANE C~3~TNTY STAI~iDAR,~~ F[3~
RQAD AN~7 SE°'ER CONSTR~ICTTC3N 1992", and as arnended.
~
2} VQCations of existing utilities shown in the plans are approximate. The Contractor shayl be
~ responsible far 1ocating alt underground utiIaties. Any; canfl icting utilities sha11 be relacated prior
to constructivn of road arsd drainage facilities. I
3} VThe Contractor is required ta haae a cornplete set crf the approved raad and drainage plans an the
jab sifie whenever cvnstructian is in progress.
4) V If the Contractor discovers any discFepaneies between the plans and existing conditions encounterea.
the Contractor shall irnmediately nonfy the Desagn Engineer and the Spcrkane Counry £ngineer's
Of~ice.
LX
5} For construction of drywells, install fi1ter fabric (AmQCo 4545 or apgroved equivalent) betiveen the
drywe91 barrel and the washed drainrack, and 6etween the washed drainrock and the natzue svils.
6) iar to site constructian, the Contractor is responsible fQr locating underground utilities. Ca14 the
~ undergrvund utility iocativn service at 455-$000 before you dig.
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0 tional Notes (when applicahle ta Draject)
~ 7} For any curb grades less than 0.8% (p.pi}$ ftlft), a Washington State-licensed Professional Land
Surveyar shail uerify that the curb forrns are a.t the grades noted on the appraved plans, prior to
piacement vf curb material. The Contractor is responsible for arranging and coordinating work
with the Prvfessional Larid 5urveyvr.
Standard Erosian Cantrol Nntes
These nates are to be Included in the plan set when erosivn contral facilities are required aknd incorgorated
into the plans.
i
✓l} r4n Erv5ion15edimentacion Gontrflt (E5C) plan is required for this prvject. Implemenaatian of the
ESC plan, and canstruccian, maintenance, and upgrading of the ESC facilities are the responsibility
of the Deveivper untii all constructivn is cvmpleted and accepted by Sp[rkane Caunty, or untii
wegetation is established thraughaut the site, and accepted by Spakane Caunty+, whicheVer is later.
~,/Z) ApPrarrai of the E5G plan does ncrt cvnstituie apprqval of any of tlie proposed road, starrn drainage,
grading or utility design elements shown 4n the ESC plan. /3) The erosicrnlsed4mestatian cvntrol rneasures shawn are the minimurn requirements for the anticipated
site conditivns. The Contractor shaiF inspect and rriaintain these ESC measures daily, and shall
naaintain and upgrade these measures as neCeSSary to pTevent 5edlinent-Iaden water from either
flowing off the site, or into newlexisting storrn drainage facilities, such as dryvvells, culverts, ar
grauei galleries.
I
L,#} The Contractarll]eueloper is responsible fvr installing Rocic Constr'uction Entries at any and al1 ~
locatiorss used t4 enter gr exit the project site.
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~ REVIE'V4~ C ~PV~11WN`'S
Proj~ ~I74$
Review # -
March 27, 1997
Page 2 of 2
paved area draanang ta ihe swa1e, cmd (b) for the starm tunoff uolume fhai reaches thrs swcrle and
dr}nwe1Z (these are also krrown as the "Bowstrarzg cales The Tc path, length, arrd s1ope are also
typdcally shawn on the Ba.sarr Map) ~
~
208 LC1T PLANS Not receiued witta this submi[tal; these are required on each lot with drainage
easements (Not recerued wzth thrs .suhrnrtlaZ)
Corrtments, from thrs scrbmitgal.
GENERAL
V The caver sheet inciuded with the previous submittal was not incduded with this subrni#ta1 glease
ensure xhat the Standard Nates vn the attached page are incorparated into the plan seC with the next
submittal Please ensure that a c.omplete ptan set is included with each submittal
/2 The sez marked "C?riginal - return ta C4unty Engineer" from Subrruttal 43 was nat received with
this submittal Please ensure that each new submittaI incluaes that set f,rom the grevdous submitCal.
PLANS "
Sheet 2
1 . The raad plans need t❑ be coordinated with the drivevvay location shvwn an the FDnd Detail on
ee.t 5. Stationang and driveway raanp shvuld be indicated.
Sheet S (Swaie i]etaiIs)
QDPond Detaal
~ 3a Please indicate CL statian &offsets for a1I open pipe inverts CL station & vffsets are nat
needed for pipe ends whiGh are Ivcated at a structure such as a catGh basin
bThe tocation of the driueway access needs to be coardinated with the Road Plans for 12th
Avenue Statir,ning arad driveway ratnp shvuld be indicated.
CALCULAT"Cf3NS
1. Given trhe change in t.he basins caused by the new drywell at 4+50 LT (Balivar), the 2(]8 calcs for
the swales alvng 12rh need ta be revised to demonstrate that adequate volume is pro►rided for water
quaiity treatment ofthe paved area reaching thvse swales. '
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; '~;~.,-'~'s.R.ys'~ " ~~'.~v~=~ r~`-~,- ,;r
as-=
'~'~~''.~i,' : w':~~,:r, ,
z{?~; 4.
•iF J'~:-~Ce. J
,r;F'•n ~~ti:
.~~VIEW COMMENTS
SPOKANE CQ[7NI`Y ENGIlNEER
ENGINEERIN["r SERV [GE5
; ~
PROTECT PE 1708 REVIE'1~iTER- Ed Parrv_ P.E_'~
PRQ.TECT NAME. Sutter's 2nd Additian DATE. March 27_ 1997
REVTEW 9- 4
Cortrmerzts t'emarningftorra previoais sarbmtttals,'
4th 5ubmittal
PLANS
Sheet 2 (Bolivar Court)
The and signs on the Balivar profile grades need to be ~coordinated with the directian of the
sIope run, grades rising in the direction af increasing stativnslare typically indicated as grades
descending in the directi6n af increasing stations are typically indicated as (Czrrls grcrdes Iesa thair
0.8% ivt1d rreed to huve the fQrms verified by a P.L.S. prror to placrrrg concrere Please add the
Starrdard tVote indicated on the attuched page to the rzotes far this projec)
~heet 3 (12th AVenue)
V' fProfiles of curbed streets are typica[1y andicated as "Tap of Curb", as opposed to edge af asphalt
(See Comment g1 fQr Sheet 3, abdve)
Sh+eet S (S►►+aie Details)
Pond Detail
a The type of drywell needs to be indicated on the pond detail. (Please indreate CL scatron
.
and offset for drywells)
CALCULATIONS
2 Culvert calcuiations need to show thafi the HeadwaterlDiameter ratia is within county standards_
Tfus is t,ypically accomphshecf by calculating the head needed for the design tlow under both inlet and ,
vutlet control conditivns, and using the larger of the two as xho contxaPting vaiue (7hese raeed to be ;
revised to refleCl the Chtli7g ~r e3' l)~ ,~l~TE .I~C15TYt ~lIC! cau.sed by the new d ~
rytivell ut 4+50 L7' (Bohvar)
4 Basin 11ap: County Standards require that topv contours be pravided to such a point as to indicate
the basin limits. Where tvpv is nvt of sufficient refief, ar vvhere topo cannot be reasanably surveyed,
the Cvunty has alllovved a statement ea the effect that the basia} li~mits were field-verified to be glaced
on the basut mapY accompanied by a signed, dated P.E. stamp. (~he additrvn of a&}nue11 at ,stahan ,
` 4+50LT (Balavcrr) rs the discharge ,point for the basin recxehtngi that drywell ne Basrn TVfap rreedr ~
10 be revased to reflect thrs. .~i ze draincage calculatrvns also neqd to be revised to demorstrate thrrf ~
the volume provided Zn the .swwale at thrs locatfan rs adequate (6) for water qualrty treatrrrent af the a
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~ A QI< A N E Cc> u Z•]' T-.'
D3VISdQN OF ENGIh7E&FtIhfG AND R[7AC]S ' • A 1]IVISSC),d OF THE PF7BLIC WoIiKS QEPARTMEhfT
William A. 'jahns, P.E, Casunty Enguaeer Dennis M Ssoft, P E, i]irertor
Ivlarch 27, 1997
Me1 Taggar[, P.E.
Taizgan Engineering and SurveYiuag
'VVes Crasby
CHI], Inc,
P.O. Box 13717
Spakane, WA 992 P 3 '
SUB.rECT. P1748 - Sutter's 2nd Addiiion
4th Review
Gentlernen:
A review of the road and drainage plans for this project has been accomplished. Areas of concern to us are
irtdicated in red 4n the attached prints. Given the inzpact these acerns will have on the project design, we have
conducted anly a cursory review; Fiat`ther comments may be deveiaper pending resoiution of these iterns.
Please malce the carrecuons and resubnait them to rhis offce in brder rhat the review gr[]cess may proceed.
_W,hen the qlafla_.gre resubmutt~as~_ m~rk~~ll ch 'nt in color. PleaSe ersure also thac
the redlirred plan seE from this submitta3 1s returned with the nLxit submitt.al
If you have any yuesraons abaut this review, plea.se contact Ed Piarry+ at 456-3600. Tharilk you.
Very truly yours.
William A. lokum, P. E. ,
Spvkane County Engirdeer '
idttr4d J. ~ar d., F'.E.
Plans ReView Engineer 'i
encls: Plans (1 set)
Calcuiatinns (1 eopy)
Commenrs (2 pages) ,
cc: praject file
revietver (aamments oniY)
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, 1026 W. Broadway Ave. • Spakane. WA 992617-4170 •(StKI) 456-360( FA1C• (509) 324-3478 TI7i7. (509) 324-3166
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Suiter's 2"d Additian (p-1708) Page 3
~ Review Camments 45 dated 12l30197
Drainage Calculations & Sasin Maps
Q1} The basin maps need to liave a seaie bar shown thereou. Please pravide.
D2) Storm pipe hydraulic calculations need to be included in the drauaage repont, to dernanstrate that the
pipe is af sufficient size tn canvey the #]ow Please pravnde.
Please address these items and provide aur office a revzsed sut~m~t~l. When the ~Gvunty is ready tv
apprv~re the eonstrs~ction draw~ngs, the plans need to ~ae sub~tted on mylar media Ff you have anv
questinns ar comments #'eel ftee to call us at 456-3604. ,
d
Sincerelv, Spakane Cnunty Div, of Engineering & Roads
R. Dean Franz, P.E. I
Plans Review & Drainage Engineer cc Wes t;rasioy - Prajec[ 5pansor
Pro}ect file
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. Suiter's 2°d Addition (P-1708) Page 2
~ Review Comments #5 dated 12130197
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6'The type af frames and grates to be used with the catch basins need to be defi..ned in the plazxs. Please
note that 1f 1 Type 5 framel"gr2!te is used, the mimmum VerCical; diff'erence bet►reen the grate elev and plpe
I E is 2 25 ft. The plans shDw a vertacal difference of 2.00 ft. ~See Coiznty Std Plans
7. The plans show a curb transrtion at STA 5+78.9I glease specL£y length of tra.nsition.
i
Plan Sheets 3& 4: 12'h Ave and Road Sections
A dnVeway to serve loC 10 fram iZ'h Ave is shown 6n anoth~r plan sheet. Tle plan and profile for 12'h
Ave need to define wbere the residential entry will be lacated. P~;~ovide or reference plan fur entayy
i
9 List in the profile where the curb retum begms, ;
14 The existing nght-af way lututs need to be shown along 12"' Aue, to the fisll lamts of road construction
(e g 5TA 5+00 to STA JfaS). Nv work Gan be done vn private praperty autside of tus plax withour
acquisitian af an easement. If there is, plea,se call to ciiscuss.
1 T Hatf-width irnprovemenrs of 12d' Ave need t❑ be shown along the entire plat frontage The pfans show
the roa.d widening improVements endng at Bohvar Ad, (STA B+Ob), which is nat acceptable Please
revise
Plan Sheet S- Drauaee Detaais
12 Fipe uilets & oudets need to horiaontally defined Ptease llst Eheir stxwan aud off'sets,
13 The typical `208' swaielpond detail shows a 3 1 grade, wtuch is correet HoweVer, T~e contour luies
shown ui the Swale Uetaid mdicate by scale that the slope ca.n be as steep as 1,1, and many areas show
grades at 2 1. Please revise the contour lines kca match the allawable grade vf 3; I,
14 T'he lvcation of the `24$' pondslswales need to be honzontally defined T1us can be done bu
stafiianloffset, dunsnsions frarn properry Iines, or coordinates. Nnrmally, Nwth irregular shaped pands, such
as shawn in tizese pla,ns, caordinate listuags are the easiest #o'use in defimr►g the pond locations CJn a
sunilar aote, #he plans lzst a boCtom dLmensTan far each swale - unpluang a rectangular Eonfiguration.
However, fihe plan detail shaws irregulasly shaped swales Please address discrepancy
15. This plan sheet shnws a1D' right-af-way de.dication afang' 12'h Ave. HoweVer, plan sheet 3 shows in
the road pian a 12' dedicativn. Flease address discrepancy ~
15. A concrete apron is requued wherever curb cuts drain storn nuioff into a grassed swale. The apron is
to 6e constructed m accnrdance with Standard Pian H-$ Ptease mclude andlor ref~rence m the plans
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Misc_ Items ~
Separate lot plans are needed for thase lats which wi11 tse encuin6erori by a dramage easernent. If you da
not have the requirements for the preparation of lnt plans, please call me
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J P C) 1< A N E C~ Q u I-7 7' 1,
DtVISION OF EMCINEERIhIG AND ROADS • A DIvIS1(]N pF Tl3E P[3BLIC WDRKS DEPAATtdENT
Wiliiant A JQhns, P.E.. Counky Enguteer Dennis M. 5ea1t, E, i]irectar
December 30, 1997
Mel Taggart, P".E i .
Taggart Enguzeering & Sunfeying
2128 N T'ines Rd . Suite 17-15 '
5pokane, VVA 99206
Subject. Sutter's Z" Addition
Road & Drainage T'lan: Review Comments 45
Spokane County Project No. P-1708
I]ear Mel,
A revaew of the road and drainage plans foc this project has been accomplished `C'ttere have been
substanual unprovements and changes made to the plans and calculatians since the last subnutcal
Consequently, these review cominents are more detailed than prernous commerats Aseas of concern to
Spokane Counry are listed belaw.
Raad and Drainage Plans
P1an Sheet 2 - Boliraar Ct. PlanfPrafile
t Where [he transition begins for the cul-de-sac, the Statian and Elevataan need to be listed in the road
curb profile The profile 11'sCS the efevatinn, but nQC station is listed. Please provide (Near 5TA 1}50 }
2. At STA 5+ [ 1 91 (and before and after), the raad cross slope is 1.09% and 127%, left and nght. 7'his
as because the centeriine road grade beguuung at STA 2+86 91 has asteeper grade than the cur6 grades.
Ttii emm-unwm cross slvpe is 20%. Please address. T'his ~nli requiae a change in grades from STA
2+85.91 to STA 6+00. ~
3 The vertTCal curves in the r,icini#y of STA 6-+-(}0 have a 1Dw point The profile needs ta Iist the low pomt
station and eIevation, in bath the centerlsne and curb prnfile if they are not cnmcident.
4. Where Solivar Ct. r,onnecis to 12'h Ave. ihe edge of emisting Favement statian and elevativn need ta he
fisted in the road profile. 'Ihe elevation needs ta be field measured and shawn m the prQfile.
Sa. List the centerline curve data fbr the horzontal curue at PC STA 1+9$.05.
5b `Ihe plans show that the right-of-way to the cul-de-sac encroaches anto atract lrscated autside af the
plat boundary. ObviousIy, this is not accep#able. fihe entare cul-de-sac right-of-way needs to be within the
plat baundary. PPease check and revise alignrnent if necessary .
I
I
1026 W. Braadway Ave. • Spokans, WA7 94260-0174 •(509) 456-35170 FAX: (509) 324-3478 '£L7L7. (509) 324-3166
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S p CDs I< n u z•r - -r -y-
DIVISIflN C7F EFVGINEERIdVG AiV[] ROA❑5 ~ F1 I31VISSOiV OF TIiE PUBLIC WQF(TCS L3EPART!A,ELiT
Williarn A. jnhns, P E., Ccaunty Engineer i]ennis ivi Scoft, P E., L7irectae
October 2, 1998 Me1 Taggart, P.E.
2128 N Pines, Suite 17-15 ,
;
Spvkane, WA 99206
Re: Road & Drainage Cvmments 6 for Sutter's 2°d Addition, F-1708
Me1,
The CQUnty Engiraeers have cornpPeted a review of the raad arrd drainage plaras far this
glat The follovving items must be addressed privr to approval ❑f the road plans:
I The c_rass-slope of the asphalt an Bolivar Cvurt is ranly 1.0°/o with the elevations
shvwn. Fer County standards (and per your :detail) the crvss-slopes need to be
between 2.0% arrd 4.5%. Please revise the centerline elevation to actueve this -
2On fihe proposed tap of curb profile an Sheet 3, whar daes the nvte "no curb -gutter
elev " refer to? Twe1Rh Avenue has curb and gut#er in this section
3 Please specify the stop sign to be used on Bo1ivar Court as an "R1-1" and the dead
end plaque as a "W 14- l P"
4 Shaw a splash pad vr riprap at the autlet of the 12" RCCP" which discharges to the
large svvale in Lat 10.
5On the detail af the Type 1 inlet on Sheet 6, change the references to the 10" pipe to
1212
6. The cvnstr-uction bond far ttis prvject will be $74,000 W I have enclvsed a copy of
the estimate with these comments This bQnd must be subrnitted to the Caunty prior
to finalizatiQn af the plat.
Please call if you have any questivns,
Sincerely,
i
Dvug 8usko, F E.
Plan Review Engineer
emcl. i
I
1026 W Braadway Ave • Spol.ane, WA 99260-0I70 •(505) 456-3600 FA)C (509) 324-3478 'fi]D (509) 324-3166
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90' V.G. pFrsrpiew r ~ H D
+ A7 CL ~ YES'T CURB PRQFILE
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~OCT-25-' 98 SUM1I~ 22:54 I I7: TI~_aAF27 EP+GI NEER 65l.l TEL ND: 208B r 50555 #066 PO1
- -
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T~r~
~1C ~'tRA FN'GM~G & SW Zl~~G
Licermed: Suita 17-4 5 ' Idaha C3fftw. Washlnytgn - 1963 N. 2125 Finei Road 5472 Hfoway 85
Idatho • 1968 Spakane, W►~ gm Poftwh,1D ~
14QM7-3074-Ni4T10NAl t -5Q9•~4.~ 1-2~8-875D~
,
Octaher 2$. 1996
I70tig a115"kO r PE
Pla79 FZeVIeW EngiYIeei'
SpakaRe CoeAnty Engineering I)ipfSifln'
1025 Hest Br~~dway Rve. '
Spakane, washinqtan 99260-0170
PAx 3-549-324-7655
5ubject: Centerliae Profixe of Svlivar Crt.
Sutter's 2nd Addition
Dear J14r. Suskc: .
Thank You for yourc 1et ter of october 2. 1998 concerning the pl ans
fvr the Srstters 2nd Addition praject 1708-93 -
The item Yin pour lettet refers to t1h4 cross s3ope of Sc7lf+var Crrt.
The rc+ad.bed is 18 feet sride frflm ;the conterline.Tbe atrGet cross
sectional elevativnis are at 1~~st ,.36 feet lnuer iU the gutter than
tbe oonterl ine- The cul -de--Sac is the onl y place where tbe 2% wss
not h+aid. The 2 to 4.5$ `crown is for the caster and camber af cers
and trucks to automntically tske vver,the stecri,ng af the vehicle
~nd ~oroe it to the center e~f th+~ raad if the driver iet~ ~c~o~a of
•the steerang wheel momentarily. A6 s cu,l-de-sac is not necessarily
a road Wayi but a turn araund. The 2% to 4.5% was not belieYed
necesffiarY. The..alternata is far p cux-da-sac is for a Aegetive
-grade,ta im catch basin in the ce-rster, of a cul-de-sac for dratnage.
I have atkar-hed amarked uA drawinq a# s scslukion of hvlding the 2%
to 4.5% trnm the eenterline of the, street to the curb from the
center of the cul=de-aac to the end vf the curb retur-n at the
, fntersection of Solivar Crt and 12th Ave..
item The no curri -$iittar el~vation -sho~" en sheet 3 is where
tbe access to lat 10 is lacated. See sheet 2 and 5 of T.
Item 3. We wii i add-the,speciffcdtibns far -the signs as yvu have
tham writtern. ' '
Ittm 4- W31 i add a spia~h b1 vck at the end of the 12" concrQte
pipe th ' e _s'wale ia,Lat -10.
Item S. G~e wi l l revise the detail for s 12" cana_rete pipe.
Item 6. This item i.s.ndt -applicalpla to #.he drawings.
P1 ease 1et me knvK i f yau havie gnx quesLi nns nr approve the
prvpQSed revfsfens. FAX 1-208-875-0130. -vz ca21 1-800-637-3074 and
1 eave a nsossage.
Thank ydg for p9ur .h*Xp,._in_„thiv.,*attgr,.
14elvin Tagg rz ~ PLS
File: Sutter's 2nd, Nes Grosby '
~r
S P oK A, zv a C ea u t•r ~r Y
QIV[STDIV pF EfVGINEEAING AND ROAd]5 • A DEVISIC]N DF `CHE IsLIBLlC W❑HKS I]EPAFLTMEIdT
WilIiarn A. Jahns. I'.E., County Engineer Dennis M. 5catt, P E., Llirectnr
i+QCEober 30, 1998
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Mel Taggart, P E- ~
' ' - Taggart Engineering & Surveying 2128 N Firnes Suite 17-1 S ~
Spokane, VVA 99206
Re Oetober 2nd CQfIlT11f.`I1tS for .7L1Ct£C'5 2nd AdCIItIUI1, P-F748
Me1,
Thank far your faac addressing my comment letter Qf Q'ctoher 2, 1398 A5 you did in your
faac I will address each comment in numerical Qrder
Comment 1 The elevativn difference between the centerline and the face of the
gutter (nQt the flowline) is only 0 18', which translatesEto a pavement cross-slvpe af 1.0%.
The centerline elevatian has tfl rise by at least anvther 0 18' to obtai3n a crass-slope af
2.0%.
Ccatnments 2-5 Revise as nated
Camment 5 As stated in the comment letter,lthe constructian bond needs ta be
subrnitted prior cv finalizatton ❑f the plat
Please call if you haue any further questians regarding the Gvnnments.
SincereEy, _
'ar
T]oug Busko, F E.
Spvkane County Engineers
c Wes Crosby, Owner 1026W. 8readway Pave • Spokane, VVA99260-0170 •(509)456-3600 FAX (509) 324-3478 T'D❑: (504) 324-3166
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S P C7 K AT-T E C G iYT N T Y
D1V1S1fJ1Y L3F ENGINEERING AN[7 ROAL7S A DIi7iCSICliV [}F TNE PUSLIC WOEtKS C?EPARTM$NT ~
William A Johns, I?E., County Engmeer ,
MEMO
I)~TE: Tune 17,1999
TU: Wes Crosby
FROM: Bill Hemmings, PE ~
RE: 5utter's 2°d Additi[sn - Plan Status
T lavk into the file today and I took a laok at Ithe plans. The plans are nearly
complete. There are three rninar items that neeci correr,tion before we can accept
the plan5. They are as follows:
~ r~ ~
I. Tl~er~ needs to ~ r~vte that drywells are to be located sa they dv not line up
with curb cuts. This is ko prevent water f~om being directed straight at the
drywell and defeatirng the purpose af the grass swales.
V02. The twn cunc cuts an 12`" Ave. need to be specified and having Type 1 inlets.
~ ~ 43. The followir~g certification statern~ent needs to' be an the first page af the glans:
"The design impravements shown in this set of pyans and calculations conforms
V"A to the applicable editians af the 5pokane Coutity Stand'ards of Road and Sewer
&JW Construction and the Spokane Caunty Guidelines for Stvrmrvater Management.
~
All design deviatians have heen approved by the Spakane Counby Engineer. 1
apprave these plans For construction."
When these items have been addressed, Mey can send in his mylars fvr acceptanee.
We will issue d_rainage language fQr the plat when' the plat gets near campletian. A
constructian bvnd amount of S 5$,157 rvill be required if yau plan kv final the plat
prior to Cnnstruction. -
If you haye any questions, please call rne.
~ ~ ~ ~ Wo 493 .
-t
~'r~` .
~w
1026 WBroadway Ave • 5pokane, WA 99260-[}170 •{5pg} 477-360 Lp FAX: (509) 324- 478 Tf]D (509) 324-3166
Dctober S, 1999
Ta: File
Fram: D€;velapment Services (Ed Pa.xry) ;
SC.TBJECT: P 1748 - Sutter's 2nd Addition
Wes: '
Tt appea.rs ihat Mel caaa submit the mylars for this project.
I]ue tv the numerQUS subm~ittals on this prcaject, Please have Mel also submat at I
copy af the Drainage Report and 2 capies of the 208 I! cat Plans, so t}at we can be sure tv
have everything in one plaice far acceptance. As usuat; the final subrnittaI shvuld also
have 2 blackline ar blueline sets af the plans. If 1VIel would like a stamped copy of the
mylars ar t.he Drainage Report, he shcruld submit an extra capy Qf those as well.
I called Wes Crnsby with this inforrnatian
I
i
Hemming, BiU . m
MMMM~
From: Hemrnings, Biff
Sent; Wednesday, Qctober 11,2000 1:20 PM
Tp; Richardson, Jacnes
Cc; Enge9hard, Scatt; K4mba{I, Sar+dy; Parry, IEd; Sirras, Brenda; Dacrell, Virginia; Baldwin, Greg;
Hohman, John •
5ubject: PE-1708-00 - Wes CrQSby
10-11-00
This prapasal has approved p9ans. I recommend an extension with the pnevious canditivns of approVal.
Bill Hemrnings, PE
i
M
i
r • '
PRaJECfi # PRSJECT NAME DATE
CHECKLIST FOR U5E IN PREPARING 208 LOT DRAWINGS
- PLdT Pr,Au
1. I haVe drawn the Zat p Ian ❑n 8 1/ 2" x 1l" pagaer to a
large enaugh scale tv make the lat as large as pvssible
and still be able tv shaw the curb line and the
necessary notes and certificatiQn stamp.
2. I have shawn the iat, blvck, and subdivision description
for the lot ar tractJshvrt plat
3, I have shawn the drainage easement dimensions in relativn
to praperty lines or cvrners.
4. 1 have shawn the bottom of swale dimensions .in relatian
ta property lines or eorners.
5. I have shawn the battom eletration of the swale.
6, I have shown the lacativn vf any curb, sidewalk ar edge
of asphalt li,ne as app3.icable.
7. I have shvwn the name af the street adj acent ta the lot
being drawn,
8. 2 have shown the statian and any invert elevativn a€ any
curb drvp/vr draps that empty inta the swale.
9. I have shawrr the tyge vf drywell, frame and grate tyge,
elevatian ❑f the grate, and centerline station and offset
of the drywell. :
10. I have shawn any required ditches, their easements orr the r n
drawing, the ditch flow Zine; grade and required rip rap,
etc.
1~. I have shown a north arrow, sca].e, lot dimensions, and
building setback lines with prvper dimension.
12. I have shown any easements which could affect any future
building locatians and I haVe shawn any existing
buiidings.
13. I have sealed, sigrted and d4,atea each drawing that is
being suhmitted far review and in appropriate location,
ATTACHED SECTION DRAWIiNG
14. 1 have shown the curb and/or sidewalk vr edge vf asphalt
in relatian ta the swale, sides slape, vertiaal distance
from the bvttvm flf the swale to the tvp of back slape,
grate and nvrmal f law line af the curb vr edge af
asphalt.
15. Ihave shown ttne cancrete ap'rvn, street R. O. W. 1 ine , and
grass svd ar seeding if ap~prvved and any applicable
nQtes or other ir~formativn which may be necessary to
describe proper constructien.
,
~
208 INDIVIDUAL LOT PLAN GUIDELINES
1.- Shaw lvcation of easements an the 1ot. include dlmen510n5 of
drainage easement and swale bQttom dimensivns frvm lot lines.
Include a deseription of the lot legal description such as Lat y
Block , NAME OF 5[TBDIVISION OR SHORT PLAT. The battam elevation
❑f the swale is aZsa required. The statian for any curb draps or
sidewalk inlets shvuld be shawn on the ~pZan drawing. If a drywell
is included in the sraale it s~aQUld shew the type of drywell, €rame
and grate type, eievatiara of the grate, and center].ine station and
offset to the drywell.
2. If there is n❑ swaZe on the lvt but there is a rlrainage ditch,
` the ditch shauld be shvwn an the plan drawing. The ditch flvw line
grades shguld be shown along with any leasement for the ditch with
dimensivns from property lines. h
3. Al1 lat plans should shaw a north arrvw, sea].e, street name of
adjacent street, curb and sidewalk if applicable or edge ❑f aspha3t
paving if there is no curb. The lat cliiiensions shvuld also be shawn
along with the building setback line with dimensian fram the frQnt
property lines shawn.
4. Any easements such as pvwer lin;p easements which prohibit
buiiding under them shouZd ae shawn ❑n the pZan drawing. Any vther
easements which could interfere with bu ilIdings should also be shown.
Any existing buildings should be shown.
5. With each plan drawing there should be submitted a typical
sectian drawing of acut thr❑ugh the1 swaie or ditch which hest
describes hvw the swale andfor ditch wvuld look as canstructed fram
a side view. mhe typical sectian stivuld shaw the curb and,lar
sidewalk if applicable nr edge of asphalt paVZng in relatiQn to the
swale. The sectian shauld alsa show siae slopes, uertical distance
frvm swale ]bottam to top of back slope of swale or ditch, grate of
the drXwell, and normal gutter line, and any applicable nvte ar ather
xrafarmation which would descrime the praper constructivn of the swale
and/ar ditch , concrete agran, street r;ight-vf-way 1ine, and grass
sad or seeding if agpraved on the constructiara plans.
5. The lat plan and attached sectian sheets shall be nn 81/2" x 11"
paper and shvuld be sealed, signed and i dated hy the engineer in a
lacativn Qutside of the let boundaries,
7. The scale ❑f the drawing should be siuch that the lat is depicted
as Iarge as possible and still be able ia show the curb line of the
street. The interivr of the lat shauld be as free as possible ❑f
nvtes and writir~r~ tv al1.aW the builder raom ta draw in his propased
hause and driveway laeatiQra. An example of a acceptable 208 lat pTan
is attached far use as a guide sn preparing yaur draw.ings.
l
NUTE: YdU SHOT3LI3 NC]T HEGIW LDT PLAN DRA~WI1dG5 UNTIL YC3U ARE CERTAIN
THE SWALE AREAS ARE CORRECT AND Ya[3I HAVE EASEMENTS WHICH ARE
,PPR+DVEL1.
~ •
>I
i
Drainage Easement Exhibits
Exhibit Requirernents
Spakane County Public Works, NDVember 1997 '
~
• Plan to be drawn to scale with narth arr'ow
• I)ocument Size: 8'/~" x 11" or Lega!
I
• Margins: I" ❑r greater ali fvur sides ,
• Items to Include in Exhibit Entise easernent Iimits, surroundin,g praperty Fines, nearb}+
street names, lot and black numloers of affected parcels and adjacent parcels, plat
name(s).
i
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~
. 0 yes 0 n/a Maintenance Manual and Sinking Fund calcdlatioras fvr drainage facilities tocated outsicte of
County road right-of-wap.
Q yes 0 n/a Written explanation af whalwhat entity will be responsible far azaaintaining drainage facilities
which are located outside of public raad right-af-way, and that the pian is acceptable ta the
Couniy Engineers Q -ffice.
0 yes 0 nla Charinelization Plan, or signing and striping infornaation pravided in the road plans. Tv be
- includad in road and drainage plan set.
0 yes 0 n/a I have read the Hearing Exarniner's Report (long plat), or Planining Dept. Findings and
Conditivns (shart plat), for this project. The dlesig,n meets the canditivns in the seport.
0 yes 0 n/a Copy of Appraved Ucesign [7evia#ivns. ~
0 ye.s dnla Fire District Apprnval, foe private roads.
0 yes 0 n/a d.ot Plans. Requised for any Eots with drainage easements and which front a puhlic road, or
for lots which receive and treat eunaff from a pubiic right-of-way.
0 yes 0 n/a Any applicabie Sttate and FedeFal permits have been abtained. (i.e. HPR, 7ARPA, etc.). For
Fermits with conditians, a capy of the permit and conditians are included in the pian
submitt3l.
0 yes 0 n/a Inst)ection AWeement between the sponsor and its engineer.
0 yes 0 n/a Far aff-site easements to be grantQd ta Spokane County, the fvilvwing items sfaii be
incIudecf: fegal descriptian, exhibit, and provf of awnership.
0 yes 0 n/a Erasion Control Plan, required for "Majvr Land-Disturbing Activity." To be inciudei in the
road and +drainaLeplan set.
Expianati4n fnr any iterns listed abvve which are nvt inciuded in t"s submtttal:
(Note: an insufEcientjuustificatian vf why an item was not includecf in the submitted, or incompfete documenis, may result
in the suhmittal heing returned wnthout review or withvut acceptance. F'ravide attachments if necessary.)
By sigrtirtg below, the engineer is stating that the informatian provided in the submittal is camplete, tltat the
irafmrmarion pravided in the Submitlczd C'hecklist is accurate, and the plans and calculations are in aec4rdance with
the 5polsane County Standards far Road & Sewer Construction, and the Cuidelines foY Strrmwater
Management, except where an apprvaed Design Deviatian attows otherwise.
Engineer's Signature: Date:
Engineer's Name:
(please print)
If there are uMy questions about this fvrm vr appropriate procedures, please cp1! Devefvprnent Services,
Spokane County Public Worlrs, Qt (509) 456-3600
For 5pakane County [Xse Only
Submittal No: C4wnty Plan Reviewer:
f] Accepted in far Review or Construction '
0 Returned to the engineer withoui review andlor acceptsnce, See afCached letter of eacglanation.
PrQCessing Date:
I'
Submittal Checklist 2
5pokane Cauniy Prablic WorkS; Aprr129, 1998
Submittal Checklist
for Road & Drainage Projects in Spokane County - Plats/Short Plats
This Submittal Checklist is to be completed and signed by the Sponsor's Engineer, and included with each plan
submittal into the Spokane Counry Engineers Ogice. If this form is not fully completed and signed, do not
submit plans and calculations to Spokane County for review and acceptance. Incomplete submittals will be
returned and will cause unnecessary delays for your client.
Project Name:
Sgokane County Project No. Date:
Project Engineer: Phone:
Project Sponsor: Phone:
A. Preliminary Process
Prior to Submittal of Road and Drainage Plans, the following events are to have already occurred:
(By checking each item offshown below, you are stating that you have ,verified these events/items have been completed.)
0 ~ Adoption of a Hearing Examiner's Report for this long lplat, or a Planning Report for this short plat.
0 ~ At least one Pre-Design Meeting has been held with County staff at the Engineers Office.
0 An "Agreement to Pay Fces" has been signed by the prqject sponsor, and submitted to the Counry
Engineers Office.
0 A Channelization Plan (e.g. signing and striping plan) of public roadway improvements, has been
coordinated and discussed with the County Engineers Office.
B. Road and Draiaage Plan Submittal
The items listed below are to be provided as a minimum with a road and drainage plan submittal. Additional
information may be required to demonstrate that the plans meet all applicable standards.
(By checking ` yes " for each item shown below, you are verifying t/:at these items have been completed and are included
in this submittal. For any box checked "n/a a written justification of arry omissions at the end of this section is
required)
Item Description
0 yes Road and drainage plans, two print sets. (Cer(ification statement on cover of plans)
0 yes Each Plan Sheet of record is signed and dated by the project spoasor.
0 yes The road and drainage design meets the requirements of State law, WAC 196-27 regarding
"conformity with accepted standards"; that is; the design reflects the "state of the practice"
for the proposed concept.
0 yes The plans, Drainage Report, basin map(s), and any other calculations are stamped, signed
and dated by an engineer licensed in the State of Washington.
0 yes 0 n/a Drainage Report, two sets. To include: basiri map(s), time of concentration routes in basin
map, and Certification statement on cover of report and basin map.
U yes 0 n/a Geotechnical Report, one set. (Include all soiljtest pit/borin lg~o s.)
0 yes 0 n/a Structural Pavement Calcutations, one set
U yes 0 n/a Cross-slope grade calculations - for road widening projects.
-
. , - FTELD RE►yICEW REPyQRT
vp Q r~ ~ H~A ~ 1. Field inVestigatinu trip rnade an
ves❑ n~ ❑ NiA El 2. Regort completeci and put intv fi1e an
va [D M Q HIA ❑ 3. Are there any existing utifities on rhe pzroject site? (aVerhead pawer, fire hydrants, etc.) If yes, describe
va El No flNrA E] 4. Are the drainage basins on the ground the same as Lse rhat are presented in the drainage repart?
~
vp ONOOiY1A EI 5. Are there any drainage channets directed toward property7
res C] rw [3 HIn E] 6_ Ace there any drainage channels directiug water through the praperty?
rn L3 N- ❑Nsn El 7. po Caunty raads cut ofF dra,inage as per drainage cplculatiQns?
Y. 0 r4. El nri,. E] 8. Tf there are culverts under county raads, does tiie fl bw gp away from or eoward the project?
Y. 0No El Ni,, 0 9 What [and ❑f ground cover existsl
Y. 0 rJ ❑ LA E] 10. pescribe any existiag channel coudieions: e
vp ❑ t~ta ~ N~n ❑ 11. DeSCI'ibe Cb.anIIel C'r03S SeCti[]n:
r.C1:4.'0 Nin 0 12. Existing Crirb Tyge:
~
I
ck],st+ra o/Jan9s 10
, . El , aN & sEDU4ENTATIotv Corr'TRaG 1-:,.mREn[ErrTs
Y. ~rio D•reA ❑ 1. Idcnrafy the clearing and disturbed areas in the plan. Ttus includes cuts and fills alang slopes. Minimize the
amflunt of eleared area.
v-Q nr, ONIA O 2. PrQ►ride erasion control facilities vvhich slow water velocities - rhrough the use of check duns, debris basins,
etc.
I
res ❑N. ON,A 0 3. Filter run.off from exposed areas grior [o dischargang intQ tlrainage pands and particuAarly prior ta fEirectieg
nznoff inio dryweIls. Fiit~:ring r~~e5 includ~d in5[alling temporary siZt tsaps, silt ponds, gravel cone
fifters, etc. fn silt traps and ponds, size sediment storage volumes by determinimg the aruount of silt material
generated ouer a 6 month peraod, using the Flax,mai 3 Met$od. The silt traps and ponds are to prrovide a setqing
x€ane, and are eo be siwd in accordarace with chel method otitlineci in 5ectiaa II-5.$.6 and 1I-5.$.7 of the
WI][7E Stormwater Manageinent Nlanual, ~
I~
Y. ❑N.ON,A d4. 5cahilize exposed areas as soon as practical a£teri grading work is complete, or when grading work will
tempararily eease fflr more sLm . In weC winter mvnths, tempartry stabiliratian
measures weil be req►uzed throughout the duratian vf coustructivn. Specify stabilizarion procedurm
revegetation requirements, muFctung, etc. 5pecifj+ che max,imum time chat cleared areas aze to be exposec}
without groteccion or st,abilization and tvne of yeai.
Y. C3 rio Cl iri,. ❑ 5. 5tabilize drainage channels_ Frovidc for temporary and permaneut erosion protectiQn measures.
Y. 0 rr. Q r4rn ll Froviele for perimetex barriers around exgosecl areas through the use of silt fences, 5traw bajes, [emparary
interceptor ditefaes, etc. Raute ninQff from unexposeci areas arvund expased areas wherever practical.
Y« p N. C]wAO 7. List rvutine maintenance proceaiures ta be impfemented by the Contr°actos thrpughouC the durativv af
coustructinn. 5ilt traps, silt ponds, check ciams, 4hannel restvratian, etc. AlI will requ.ire fairly consCaut
niaintena.nce, esgecially during and 'utumediately follQwzng a rain storm event.
v~ ~.-4. ❑XI„ Q$. Reduce the amount vf mud, dirt and rracks [ransp[arted ❑nto pubiic roadway5 by mator weWcle5 or runoff by
corstnacting a stabilixation pad nf rock spalls at entrances to construction site.
v.0*0N~A13 9. Provide s cial rovisians fpc constructiflu uiider wet s~oa c ndi'
P~ F~ o tYOns Defime the season.
Yb ON. Q VwACI 10. Pravide final restaration procedures.
ra 0 N. O,~IA 0 11. Tnclude in the pfa.ns the standard E5C notes pnepared by Sp4kane County.
cklis1v4 017an95 9
YaC I W. NIA d UNZIERGROUND GRAVEL GA1..LERTES CA4KLIST
va Q N. 11 rvla Cl t. .3 Voici raei6 For gravel free space vatume is used
vu 0 No Q,vn ❑ 2. Perc rate fram field test is used ro develop outflow rate
r4ft 0 N. ElYt,, 11 3. 10-yc event voiurne is cDntaine[f entprely underground
vpoNoONIAO 4, lOD-yr event volume is cantained by a cQmbination of undergrouiid starage anti aboVe grQUnd storage up to
8" deprh
va C] r+- C] ,rIn E] S. dQD-yr event wolume is contained by a combinafian of un€ierground storage and above graund starage
exceeditig 8" depth
Y~ 0 r~ ❑NI,, ~ 5a. Soil mixture is sp~x~ed for watgr depch in pand e~ ceeding 8"
va 0 Ho EJ Kr„ 11 G. Entiregalfery is vvrapped iu filter fabnc
aeo i
r~ ❑ ~ NIA ~ DETENTION P[7IYD
Yea E] "I nI,, E] i. Releases to a downstream channel ❑r pipe systenx r.4iat is capabfe of hokding the praposed flows and cdoes nat
Cdllae di1WI]Stre3itl flOQCI1Ilg.
E] ra~ E] N,n El 2. Contaius 50-yr tleveloped.
xp ~~0 IIIA 0 3. Aeleases at 5[]-yr pre-iedeloped.
Y- ❑~o E] 41p El 4. 5econdary overtiow ta pipe in contrai structure fvr 140-yr develaped.
r~ ~io ❑zqrn El 5. Emergency oVer#law weir far 100-yr developed.
1'n ❑ tia E]VfA ❑ li. Slln1p []T1C1I' [p C]utle[ tQ CQlltr47l SCY1.lCCUCe.
v~ E] N- ❑ Ylh Cl 7. 1' min. freeboat'ti.
s•.. El YQ ❑ NIA 0 8. Grassed sideslflooe for publicly-niaintaiiied poiids ar dryiand grasses specified.
rti E3r* ❑ H/A 0 9. Speinkier system for pubEicly-masntainecf gonds or dryfand grasses specified.
Y. C3 N. 0 NiA 0 10. Berm cornpaction and lift requirements sgecmfied.
rlj 0 r*❑ Y1A Q 11. Is a 12' rnainteiiance dnae to the battmin of pvns needed? If so max'rmum grade is 6:1.
C208 T.O""i' PLANS CHECfKLIST
Elnw N~+e Ao 1. Lot plaus are required= • subTUicted ❑u _
vt, ~~ONIA Q 2. The 208 lot plaiis stiaw:
Y~. E3No 0YIA ❑2a. The ]ot number, black number, suhdiuision tiame, dace drawn, scale, and north arrow.
11 ro 11 xin 7-1 2b Qlii1e1151on5 Cp l(]C CO["i1ePS
Yc3 0 Pio Yla 0 2c. Drainage merneuts
►•M E3No ❑ Yfa ❑ ?ri. Setback requiremenrs
ti ~j E]rvo [3 v+n 2e. 5wale floar elevatipn
}•n 0 No E] YIn, E) 2f. Swale flaor dirnetisiatm ~
va 0 IIrn EJ 2g. Rim elevation if drywelIs are present ,•a 0;ft EI.NiA E3 2h. Curb cut station, offset, invert and length
re, ❑ rb E] NIA ❑ 2i. Any drainage ditcties
0.11. ~~ACI `?j. 51iows deptti fram tkie tap of ctie curh
0 n, Cl. ❑2k. Au attached cross seceioii of che swale or ditcti
►-es Cl Na Cl NIA d 3. Lot plans lxave been staaiiped by a prQfessioijal engineer on all pages
Y," E] No E] Nrn E] 4. Lat pkans are of sufficieiit seale to inaximixe the lDt sixe t4 die $ 112" x 11 " paper sixe. (DrawiTigs may be
oi) piaiti wliice paper)
►•.Ono 0N,A O 5. 2'08 lot plans were approwed nta _
h
~
ckLsav4 (]11an95 R
f
' ti•es 0"Jb ~3 Y/A 0 4. ff deptll af water from hottom tv dryweii rim is hetNween f and S inclies, snil mixture lia5 been spectfied which
meets 5pakaiie County Guidelines.
,•~l El NO 0 NIA El 5 Drywell is: Lacaeed withiii 8feee of the eurb line, nr a maiiltetiaaice access raute arid easemeat are provided.
res 0~o 0 wiA 0 6. Drywel9 statiotuiig is staggered from the inlet by at leasc 4'.
►fA O,o 0 N/A 11 7 Multiple dryweils are lacated more than 34' (center-center) apart.
ti°~ 0,-z. 0 NiA El Sail type is appropriate for drywef Es (perc rate ? 72"Ihr), If not:
rFS0 No El r,I,a EI $a. Overflow froni a swale at a low point wi11 be directeii away from building pads by an identified easeme:it over
improved grounti or an existing netural draiiiage ckaaiuiel Govered hy an easement
Va ❑~0 P41a E] 9. Drywell location cioe5 not con#lict with uudergrolid utrlrties.
Y. Q nra Q,vn Q 10. IJrywell rype is specified. ~
El+~ 0 vn Cl 11. Drywell grare Lype ds specified (Type 3-std. detail D-7 Far 1981 scandarc3s or type 4, sheet 8-15 af 1995
stauciards.)
rq E3Na OY+A O 12. Drywell grace elevaeian is: A myauanlun of 0.4" below the normai flaw line at the curb inlet and is hetween
6° and 8 above rhe swale floor elevaciou.
.•a 0 Na ONIn Q 13. Does the uoce: "Wrap the dryweil with afilter fabric (Amoco 4545 or equiValent)" appear on the plans'?
14 Swaie flonr eievatian is: ,
s d❑,e y1A C] 14a. Specitied.
►•a 11 N. ❑ YIA Cl 14b. Between fi" aQYd 8" below the drywell gra[e elevation.
s•h 0„O Cl NIA 0 14c. Ac leas[ 6" helow the iivrmal gatter flnwline at the curb in3ec fQr swale ujitbouc a cCrywell.
5•- 0 4. ONin Cl 14d. At least lU" laelnw the iiornia] guccer flowliiie at che curb isilet for swale with a cdrywell.
15. Swale floor.
es ❑ ti- E] 4[A ❑ 15a. DimeiLsians are shawn
)tSE] C] ,1n d 15b. Miiuiiyurti area is skiowti
Y. ❑~OwA El 15c. The area maCCfies oir is latger than Ehe required area ft'om [toe 208 calcula[iQti fQr impervzous areas.
lb. Easements for the 20$:
es dN9 11 ,sA ❑ 1 fia Are shown ori [tie da'aitiage platis.
0 ~E3PVn ❑ 16h. Are shown on the subciivision plat and ma[ch the dcainaEge plauis.
1'tj El n~ C] NIa O 16c. Are tif adequate sexe tv cancain at least b" freeboard abv►+e the max, water surface elevation for the design
storm.
Y•a'fl No 0 w,► O 16d. Are caed to die lot corners
ON* CIYrA❑ 17. 'i'IYe side of the svvale daac is ibe furchest rlistawce from ttie street shesuld have a top of swa3e elevacioiy clzac
:s luglier diaii the liigliesc u+acer level of ttie swale.
►•~sElyo 0N,A E3 l$. TEie iQlverc at the curb iiiiet is at or aboVe die niax. water surface elevanois tar die design scomi or che max
water surface will tiot pozid water tnnre diaii 12" iizi resic3eneial streezs or 6" in arteriats
ti.a E] ,Q d v,A 0 21 ZQ$ SWAd.ES
1s ❑.o ON1A 0 21a. 208 swale floor area, vaiunie requlceuie:ars sued pragexly ta treat inspervi€aus surface areas.
.a ~,fl 0 VrA 0 21b. 208 swaie uak~ie prodicier~ in accordatice wict~ "G~delines tnr S#orcuwater Manager~ent". ~
EASEIViENTS
e-es d,ra OYIn O F. Adequate draiQiage easemeiias are shown for rnaintenance of drunage ditches or pipe systerns.
[3 ,ra L3xIn O Z. 'Chere are easemetirs prnpased or existiiig for natural channels ►uhich cross the praperey, and rtiey are adequate
ta pass the 50 year storm plus a 303'0 added depch df t]aw tor a safecy taccor.
Ya ~~L3,N~AE3 3. Apubiic d,raltiage easement wa.r' prQarded where public screet drainage was eiivereed onto pnvate propkrty.
Y. E]N. ❑N,n Q 4. Tlie perpecval niaintena= ❑f private systems fm properly beeii provided for.
,~ON. L3v/a 0 5. 'Ihe maiixtesiaiice nt draitiage syseeiiis withiu Spokane County ROW lias heen properly pra.+ided for.
) es Q YQ 11 nrn 0 b. Fypprt~priate ~irai~~age lariguage lias been ptc~uicied by; die reVie►~ing engsneer Ca tkie surveynr andlor ezlgs~teer
wfio ss iiiVolved with the piattong ,vork.
►•e, dNO d N/A 13 7. Pre-exisiiFig draiTiage easemeiits ❑n tliis paxcel are iiot atfecied by this piat
V. 0N0 0N)A 0 Ovecflaw ca5enleiits are provided fmni swaaGlleslpondi1; located ita !ow points where it is possibie.
cklistv4 01]a1195 7
i
' r-S ❑ Ko 0 HIn, 0 12. All pipes in the pi~ system a~ 12" and larger as per 5p❑ir~e Caunty 5tam~rds; (I[l" pipe that is allowerJ
for conn~tion o£ inlets ta catch basins vr drywells:, if the length daes not exceed 44 LF and the velocity is
at least 4 fps}.
Y. C3Ko 0 YlA C3 13. A11 storm sewer pipes are Iecated a minimum of 5 feet from a rear ar side propertyy liae and have adequate
easements foT maunterime.
Y. Q rw 0 NI,. El 14. Inlets on the same slQge are Pocated so that the maximum widkh of spread for the guttec flow dQes nat exceed
fi' (from curb face for Type "A" or "B", from back of curb fvr Type "R").
rp ~Tw 0 HIA C3 15. Ttze plans and profiles shnw al1 culvert pipe types, stations, offsets, Iengths, and inverts.
y- ~ na 0 rvrA ~ 16. Pipe ma[eriais meet county standards for systems that lie wichin couney ROW. (Note: The type of pipe in
pnvate systems may be as spmified by the design lengineer).
ra wA d 17. The culaerts shown ane properly stationed from centerline stationing.
ra ~~EJN» 0 18. I]oes the drainage system configurativn avnid conflicas with underground utilities?
Y. 0;,io 0mA 0 19. Is tbere aneed For energy dissigation on aay of the culvert autlets shown on the ,plans?
ra 0,w 0 rv,. E3 24. rs there a need far rip rap arougd the culverc aurlet,,at any of the cuivens as prvpvsei oa the drainage plans.
Y. ❑ r~ ~ Y/A 0 21. 'Phe rip rap that is shown for the rlrainage plans is adequate fQr the culuerts where erosion is a concern and
the engineer has submitte.d acceptahie np rag design Galculations.
Y. ~m C3 NiA ❑ 22. Pipe anchors are shown for pipe $zauies greater than 15
Yp CIN.Elr~~A C3 23. There ase no instances where water is trapped against afi11 wirh no culvert sfn4wn.
Y. El rw El -i/n 11 24. Prafites and cross sectiaas are shown on the plans Far all proposed chamels and ditches,
ra E] It. ❑ N,., El 25. Dicches vvith eroding velacicies tiaVe a praper Iiniqg £or erosivn protectnon.
va E] No F-] '41A E] 26. Water wili groperly flvw from an existing ar prvpcrsed rdi[c9i vn ta the pavemenc as proposeci oa the dsainage
pians.
Ya 0 NOQ HIn 0 27. VVhere the d.itch profile passes from cut to fill the flaw ttas been properly disposed of.
IlY1`1ETS
vq 0,% 0 Niw 0 1. The i171etS shown are rnihin the srieam flCSw.
va El No E3 Hiw 1:3 2. Iniets are shown on tkie low side of a road or at the lvw point of a aertical curve
v-1 0 nro 0 NIn E3 3. Curb type cnetal inlets, if graposed, are shown at sags and are prQperiy sized.
ra 0 No 0 Ku Q 3a. Perimeter caIcWatian does not include the side af the grate against the curb face (a11 grate [ypes).
Ye, ❑,%w 0 NrA 0 3b. Perimet,er is di►+ided by 2 for calculatians where no curb apenimg (Type l see standard DRWG B- lQ) is
provided.
Y. El N-❑ Ki,e d 3c. Area = ciear area 2 for Type 1 grates}
ra 0J] NrAE1 4. T'here are na loiig vertica.[ curves that produce flat r.ounter grades wlaich could pase a prvblem with ponciing
water in traffic lane.5.
y« ❑No 11 HtA ~3 5. The centerfine raad siations, offsets, and invert elevations for all inlets are shnwn in the pian pr4f le views.
Y. dri- 0 KiA ❑ b. Grace type is shown ou the plan and is acceptable. (5pokane Caunt Standard iniets or WSDDT sranciard iulm
in counry RQW, an private praperty r~tl~ier iniet ryge ~ay be specied) Type 1: D-2; Type 2: D-4 in old 1981
stawdards ar type 1, sh~t B 1Q eype 2, sh~t B-ti for 1995 sta.n~rds~}-
ra 0 rO dFr,n 0 7. A detail drawing of the gratelcurb ins¢allation is shown on the p1arLs and includes a mini.mum 1" depressian
an.d uansitions as ger caunry standard.s for rates cl~t ~ lt~catsd within cpunty Rf)V1~, c~E refereuced co SCI~S
std. d~etail 17-$ i,~ 1981 standards vr street~-18 in 1995 staudards.
r~ 01-10 Q~~AE] 8. A curb cut detail is sh6wn on the plans with the new cuunty back daro p with transitions and a l" depression
fQr cuuh cuts i~side county ROW, or referenced tfl SCRS std. detail B-8 af the 1995 standard dra►vings
va 0 Na 0 r~~AE' 9. 'T'he plans shows acceptable curb cut details aud grate details for instalIations rvhich lie wit.bin private road
easecnenrs. For plans that are subject to Spakane County Review.
ra ❑ M E:] Fq,n ❑ 10. If inlets are in a grar+ei road or a dirt diteh a 6' x 5' A.C. apron is shown aaund the inlet.
ra 0 n.E3 Mn 0 11. Catch basin or special cnanhole details are shown ar a siandard dra►ving is referenced-
ya El M 0 r~~A C] 12. Critical Iow potnts in the drai.nage system liave heen groVided with vverflow easemetats. Where it is possible.
708 uVVAI,E SYS'i'EIVIs
ra E' ni. C] HI., E3 I. Is the swale facated outside a future set aside azea? See Findings and Order fbr where serasides are reqwred.
ra 0 K. ❑MA ❑ 2. The swale ba[[vm and sides have sod or grass turf specafied.
V. Q;.. ❑ -VA E1 3. Swa1e srde slopes do not exceW a 3:1 side slape. (X 2:1 side slope as ailawed tif swale depth is less than 12"
deep. Should uniy be allowed where cpnstraxned bV obstacies}
clclsstv4 (l1Ian95 6
'v. d xo Elr,,n 0 DRAINAGE I'LAhsiS
v~ 0, Q V~n 0 1 Has an1 'tted wtiich shvws lvt climensions, street widths, etc.?
S'ct El tia RJ,, 1rl,"
►'n ❑ \O ❑ YIA [I .Si.ioW11.
v" DINa 0 nrA ❑ 2b. 5ubbaiiis are labeled and cvrrelated with calcniativns.
Y. 0,ra 0 Ym Cl 2C. Was a I113p wlt$ COACOUIS SpO[ e1eV3I1065 Sllbtllip[ed [o pfOperIy ifefe[mlAe drairi3~e ba.51I]S?
Y- NoLj v/,► 0 2d, Where the rvutes used ta deternine tume af concentaation shown?
ves 0"lo Cl rvEA Cl 2e. Were all existing eirainage courses shown?
V~a 0 No 0 ro/,.0 2f. Were all the proposed drainage courses suown7
va Q.n ONlp ❑ 3. Were Hydmlogic calculatxons submitied for each 6asin? (Ratianal Formula if area :5 10 acres, SC5 TR-55
tf area . 10 acres).
ra ~No [:];vIA❑ 3a. Basin includes offsite and onsite areas together (use 50 year arialysis).
v.3 N. [j H,,. 0 3b. Basin is all onsite (use la year scorm). ~
ti•.s ❑ tia El v,n ❑ 3c. Runoff off rate for basin is compared ta imperious road area ruiioff rate. nie larger race coiZtrvls clesign.
C4?itiFVEYANCE1DI5PQSA3..
Yft fl,a ~ N1p 0 4 Pipesl Culvents - If, yes, cvmplete chec9clist section for culverts and pipe-systenas.
r•u 0 .9 0 vrA Cl 5 Ditelies are identified in pVans an,d deta%is provided.
,-e- E].%. (:1 yIA 0 b. Are there any Grrnflicts becweeii che propased ciraiiiage6elcis asYd any dicches an the draiiiage plasi?
vz.C3 .o0 ;v/n0 7 Cautter flflw depeh rS fess than gutter heighe.
v,. 0 .Q 0 ylp8 Backwater - AiiAy5is for any pipe andlor diecEies was subnisttei.
Yes 1:1 N. El NiA ~ 9, Headwarer - Calculations for culaerts were Submicced for review
,-e, CI.O ❑ ylA 0 141, Cur6 d.rop(curh itilets aa'e used in the coitveyance. Plart and calculation for flow capacity tiave heen subntiteed.
Y. 0 ~0,-4iA 0 11 Riprap is reqtuaed for er4sion prateetiau and calculatioiis liave heeii subruitted for review
ym Ow DYEA 0 12. Sozls type is "pre-approved" (Gamsoib, etc.,) for clrywelis without percalatian tesrs.
V~SEIN. QLN/A ~ 13. Daes die drainage reprart idencify rhe SCS soil grougs for che project area and for the groposed roads to be
built sn the pro}ecC area?
V- VA ~ 14 T'he drainage ciesign maintairs sheet f1o•n+ pacterns in natural war.ercourses
N N. Q ziA 0 15 Tlie drainage design marntaiiis existing sfaeec flow patterns withaus coxzceiicrating flaws.
❑:w ❑ Y,A lb. The drainage coircept 'ss canspatible wtTli plaiu3iizg comuu5sioiy requiremei3G5.
0.. d nIA ❑ 17 T'lie ciiFference between preseut aucl future flraws ts rerained Qti ciie site.
~~~~❑,On ~ 18. A detention hasin coilcept is proposed for stormwat.er disp4sal. If, yes, use sepat'aCe C11eCkli5[ for
CT7LV'~RTS AND PIPE SYSTEYIS
,•tS [JiN1A ~ 1. The road culVetrs are ar the low points ❑f seream flow.
Y-d,-OMn ❑ 2, 1'he headwater was cafculated for culvert entrances and is undex 2diarneters for c:ulverts uuder 1$" iu
c€ianneter and 1.5 diaineters for Gulverts greater than 18"
s" E~No E3Nrn Cl 3. T'here zs a mznimum af 12" af couer for ail culverts and starm sewer pipes.
11,O, Q r~/A 11 4. Tfie designer 4ias demaiistrated that tkie propaseri pipe is suitable for co.+es less than '?.5' (PVC), 1.5' (CMP),
1'(RCP) {HD~'Elr'~D5) or tlie engin~r has pror~ided [rench details for uggradecl pipe betiding for tiese areas
v., 0~o 0 fV1A El 5. TEie miiuniwaa vetacity witliiai tlie pipe sys#em is 4 feet per seconri ac siesign flow iu a backwarer cQiiditFon.
(Note: The Couaity Eiigiiiz.er niay penrlic ]flwer Velociczes).
.u dNo ED HIn E b. Tiae backrn+ater calculaeivns slavw a rniuimtun freehvard nf 0.75 feet for each catch basin or maitltole.
~~/A 1:1 7. The n1ininiu.u7 Lulvet[ ai1d ptpe 51C7pe ts 4.5 9'a and all pipes diieet or exceed this staudard.
v. 8. A1l angle poiii[s in tfie starni sewer system liave sw[able access sus:li as a maihole for cleaiuiig.
4. ,4t lvcations wfiete two di£feresic pipe sizes eiiter tlie same nyaniiole rhe 0.8 dianlecer poitics ot eacla pipe are
at ttie same elevatinii. (Note: Exception allowed for dmp manholes)
❑ n+o d nrIA ~ i(] ls tliere any dovvnsixiiig of pipes in a systems Qf pi~~es rhat are 1$" in diameter and smalfer.
V~ E]tiIn 0 11, There is adawiisiai~~g oti pipes in ciie aunounc of 3" or a misumwn ~rf 100 feec iii apipe sy~seetii sYiat coticaiiis
pipes diat c~ver 18" iai diazueter. '
cklsstv4 Q71an95
r~" ❑ rra aIn b. SIGNAG]r, r ~.AN ~(y 7, 4 `7 ~ •
VpNo 0 K,A 16a. top signs are shown for all streets wbich intersec¢ an artezial (Check with County Traffic Engineer if there
is a quesuan).
C1 lfib. Street name 5igns are shorvn at all incerseGting 5treeis.
re, 0 w Cl Nin Q 16c. [s there a need for barriers at the eud of dead end streets?
rp C] No ~ n,A 16d. Ts there a need for other speciai signing? (Check with the County Traffic Engineer).
res ❑N.~ x,n ~ 17. Has the Fire Distric[ apprcrwed a11 propased priaate rnad cumarounds that ate substandard acctrrdiug to aur
Spokane County Road Staudards?
~ r~~~~ j. ~[I1~S RE . 9~4'~"~ 57-aXC
Y. 'fl N*E] KrAD 18a. Are BCR, MCR, and ECR stationslefevatiom on curb renrns shown in the plan wiew?
re, 0 roEl.,r►, D 18b. Are the curb retum elevations correct? '
vg ❑ ro Cl N„► E] 1$c. Is there ppsitive drainage frnm the road interseccion to the MCR?
va 0 n., El wA 0 18d, Curb return radius meets the Spokane County 5tandard mirfimum. (tfl back of curb fbr railecllwedge cur6s,
to face for vertical curb face types)? ~
t~~ C3NOOKIAO 18e. BCR, MCR, and ECR elevauvns are set ta allow drainage From the centerline to the curbline?
va Cl N. 0 NiA 11 18f. $GR. 1ViCR, and ECk eievations at intersectians witliaut stop sign control are set so chat the superelewacion
hetween the incersection and the curhfiue does nat exceed: (ref. AASHTQ) 10% (flat terrain); S% (ro7ling
terrain); 6% (mountainous terraiu).
Yet ~fYIA ❑ 19. a..ULDE-SACS
w~s dv* 1:1 K/A E3 I9a. The cu1-de-sac grades (tap of csub) meet caunty cul-ie-sae stanciards (1 % min.)
V. ❑No d r,i„ 1~1 196. The cu"e-sac curb is 5hown in profile.
v~ 0 r% El wn ❑ 19c. The cu1-le-sac radius meet 5pokane Councy Startdards
Y.❑ No ❑,rIA ❑19d. The cencer o£ cul-cie-sac 5taraon is shown.
Y. 0.,i- ❑ N/A Q 20 TNTERSECTIUNS
►•e, El w 11 NiA 11 20a. Intezsections meet AASH'I'fl sight distauce requiremencs
ro Qr,& 11 N/n 0 20b. InterSectiatt separation ss greater than or equal to 160' vn lacai access staeets and 3(]0' ❑f artenals.
rra Erw 0 M1A E] 20c. Do the intersections meet the ianding requirements?
r« 0N- fl wn Q 20b. Wheelchair camps are provided at intersections wirh sidewalks.
rn Q rODwA O 20c. The intersecaian horizontal sight dista.uce anafysis shaws that sighc trianglc encroaclment on pnvate praperty
is 2' ar less for controdled interseccians.
►es 0 ro S<n Q 21. Ts r.here a need for slape easemienrs?
~
cicl;stw4 olJsn9s 4
vm "AD 13. ~TIL=3:-W---ipENINGfINTEItSF,C'I'[UN WI'IH EMSTi.N6 CO[INTY ROA1~
res 0 rw 0 N/ti 0 13a. Are curb design sheets praavided for widening af exisrzng streets?
va 0 No E3N,A 0 13b. L7oes the cuah desigu conf'orm to 5pakaue C4unty Standards of section cross slope (Betweea 29'o and 4.5%)?
r., Q rw 0 rr/A El 13c. Is there asareet crass section shown for widening existing streets"?
re, 0 N* 0 NIA El 13d. Uaes the prmpased new widt}a match rhe width requiaed in the Fiadings and C)rder?
vn 0 N. ❑,~~A El 13e. The crQSS-section shows: Existing RIW, Proposed RJW, and any require[i Future Setaside.
va 'a ~0 N~A 13 13f 100' {:nin.} paVement taper into proje.ct is shown. i
,r- Ej 11 E]wti D ( 1) There is adequate R11hT for the taper tA extend from rhe new paMing width to existing pauemeut.
r~ ~~0 NIA 0 (2) There is inadequace RJW for the taper to exteud from the new paviug vvidth ta existing gavement; taper
extends Lrqm ezi5ting pawing tp RIW.
vp ❑N. El N/h 0 13g. Iyength of pavement taper aut of project meets: WS'-bO for design speeds 5 40 mph, WS for design speeds
> 45 miph, or feec fias been approved by SpQkane County TraffiG Engineea.
Y. El N. Qro,► ❑ 13h. Transition frnm end of cuxh to existing pawing is shawn (curb should nose down in 12").
re$ El N. 11 K~, El 13i. A 4"-wide, whiie paiated iogline at 12" frcam the edge af paving is indicated (tapers or tangents).
Y. 0 r,,. ❑,,F;A 13j. Are the curh grades, for any requiresi curbs, a6ave the ccauncy minimuxn of 0.8 9'a?
Y. El ro ❑ Nin Cl 13k. The curb eype meet 5pokane Caunry Standards.
Y. & e1161:A E:] 14, NEW STREETS
v., N~o1-1 NrA 13 r14a. Do e propctsed alig7unent meec Spnkane Countyr 5tandards?
Yn Dr~ DMA ❑ {1} Centertine slapes are within SpQkane Couutry 5tandards.
,rn D, ❑ NIn ~ (2) Ve1'tICal CilrVe IeIIgths aIe &deqlla[B for lIIterS@Ctltli]5 aild SC€'lpplrig Sight dIS[anCe.
rn d no 2rllA 0 {3} " gntal cusve radius meet Spokane County staudards.
v~43:i~ O N/A El 146. I he giaxs show the typical cros5 5ectiQn for 5trets.
MJE;"Na UNiA ❑ 14c. Does ttie propased streec widrh macch the Finciings and {7rder?
v~ a N. El NfA 0 14d. The e ical road cross-seccian shaws: Existing RlW. Praposed RIW, and any applicahie Futu.re Secaside.
vp C3 N, El n„► <014e. T'he eypic road section an the plars shaws the cross sloge and it is wirhin the 2 9'a co 4 5% scandard.
va 0 No 0 N/n ~ ( 1) e Cross Sfope is corcec:c wben checked on the profile drawings. Y. wn ~ 14f. Cucb type: Is s6Zawn and is the prapose type for the road classificatian.
va M ❑ (fl) Meers 5pokane County Road 5ranciards for curbs widiin the public right-of-way.
ra ~NiA d (2) Consistent with the curb type in the genexal area.
v~ "0 ru,, ❑ 14g. Are the cuab geades a6ove the county minimunn of 0 $~'o?
r~ ~NO N,A 0 15. Locations whece water ":s intended ia flaw througb an iniec or curb cut are at che low poins in uertiral curve.
~I
I
ckliatvkAlla05 3
I
. , IiOAD PLANS
1. List any roads that rnust be designed and eanstructed on the projeet
I RC]AD N11ME ~ RC3Ai) NAME I ROAD NAME ~ RC]AI] Nt#,ME RQAD hfAME I FLOr'1D N,ANiE
R~~ CLAS5 IL30 1•60.aC ~ r2~ I f
'['RAFFiC INL1EX (1)
I ~ I I
TERRAIIY I I I I I
PAYE~ WIDTH I3C. I f ; I I I
R/W WIDTH 1.~~ I I I~ I
~STED $PEED ~ I I i I I
oESIGN SPEED
M941MuM GRADE I-~ ~ ~ , I I I
GRADE I I~ I i ~ I I I
5'['OPPII+IG SIC,iiT I7l5TANCE 0 I2_ O'jCft
MINIlLtUM H4JRZ CLIRVF, a I , I I
WPE DF CURB RE{2LI[REa
MiN ASPFiA[v`l" SECT[ON ~ I I ~ I
MIN GEt,AVEL SECTIf}N I I I I I
I I ~ I I 1
(l)TItAFFIC INDE,C: Majar Anerial 7; Secondary Areenal b; Colfector Artenal 5, L.ocai AccesslResidential 5; Fnvate 4.
0, El Y1p ;4.~l Iaiuung conditions require submission vf a landscape plan. (NOTE: Usually assaciatecf with PT1[7'S)
vn ~ R(a ❑ NIA iiave checked the landscape pian against the road and srorm cirainaSe design and there are the Followin
g
cauflicrs:
The following raad plans Liave a bearvng on the desugu ot roatls tar tbis project arxd a copy is in the Ci1e:
vei ❑ rw Q x/A P01
ertical curves meet stvpping sight (astance reqvireanents. Y. ff or-'Z'd Kr 11 6. An "It" V''alue 7e.st is regui.reti far tlus project. rW M~ o 13 N1A 6a. Far each sail group an "R" Value 'Fest has been subniitted far each soil group for this project.
ra C:1 ro E3 rrI,, 70"Ds the bench rnark shown on the plans`?
v. P'~fmn 0 7a. The pavemenC section is adequate fvr the "R" Value Test and required tra~'ic index.
vz, ~ 11 Q1twr!:Z>e stationing equation.s sbown?
Y. ~ 11 ~ H/ir,9. J,:,;) taeioming correct (south cQ narth, west to east, reading keft to nght an the plan)?
YJ~N/nEJ I[}. Are existing utilities shnwn on dre pEauis (ar an informat3ou ccapy af rhe ucility plans snbmicted)?
Y. Z~NtA ❑ 11. Are grppvseci utilities sliown on ttze glaiis (or an iiifocmation copy o# dhe ucility plans submitted)'j
Y. Erm- U -)-A Q 12. The projecc pian na e matches the pfat name. '
ck1s4v4 OIlan95 2
. _ : _ nJBMUTlrAL C ~ CKjLjiST
PxorEc-r # _M ~vTEw # REViEWER: I~ATE:
PR07ECT: -5 t+~.on 'e, e A oU:
i'RaJECT SPONSaR: QC5 C f 05 1*) ' TEL #
PRO~JECT $NGINEER: 'I'~L #
(IYoad & Dramage P3ans) i
PROJECT SURVEY47R: ~ TEL #
{F'lac}
ALDA+QNISTRUTIVE R,EQC]IREML' N'I'S
va 21~w El mA 0 1. The $I00.00 fee and Agreement to Pay Fees fox plat review have been accepted hy Spokane CQunty far this
suhraittal.
Ya OIZ 0 El 2. Tbe ReView Fee Account is cuYrent (uo invoices over 30 days outstanding}.
rK E~ NIA E3 3. Ihave noted the plans in, plans out d,ates on the pirilc sheet in the file.
res ❑Nw ~~~A B"~ 4. If rhis is a mobile honze park project, plans were rauted thmugh Planning?
Yes [EtZo E3 NIA El 5. The fiie contains a 5paisane Caunty En$incess 5ection map, Assessors's map and aeriai photo.
Y. ~~ZA 0 b. Field review made. If yes, complete attached form, "Field Review+ Repart".
PLAN REVEEW REQUIREME1tifT5
~ ~
va ~ roe~v,~ g5) 21cop~~ibf the plans and a bvund drainage repvrt were 5ubmitted.
rm r!lNo 0 wn 2. The pla.ns ate on 24" x 36" sheets.
Y. MA 11 3 The plans and calculations are stamped. Plans must 6e anarked "PreiimiL►axy" or "Not far Construction°" if
they are not the final apprQved plans. Fina1 plans m'ust be signecf and daCed hy the responsible Wasliington
State Prafessional Engineer.
res ❑N- MMn C] lt:!~he develaper has signe} and apgroVed the Final Subruittal af the road and drainage plaus.
ves ❑ n~ The Sta.ndard Plan Notes have been included on the, plans.
Ya r~ 13 NIA b. The project is located in the Aquifer 5eusitive Are:a.
ves 0 Mq E3 NIA ❑ 7, Lsst aay design dev2ation requests and their status.
Y. ❑~El x,n Cl 8. I.Qeate the Fiudings and Qrder for the prvject ac►d lxst auy unusuai canditian.s:
Y~ 0l'~NTQ-OHr,. CI 9. Street names are consistent with Plat.
FL[]OD tiQ1YES
rH<0 NIA dI . L7oes the entire plat lie autside oF designated 100-year Fload P1ain Area?
Y. ED N. El NIA El 2. Daes rhe entare glat lie outside of 2one "B" of the riesignated FiGod Plain Area7
yd OrO❑ Nu O 3. Is the rnax. sneet ponding in any part of aZone "Bl" less than 1'?
vp E]❑
~Nfn ❑4, Does the plae contaiu appropria[e 1anguage limiting'the lawermost opemng in a structure ioca[ed in aZoue
°8" to not less tba.n 1' abaVe the lawest raad eledataon?
r« ❑ M E] n,n E] 5. Ts the entire projecx locatad autside vf an identified,iFlvvd PWn Area?
v- ~~E]Nea, E3 6. Is the entire project 1oca[eci ourside vf an identified ,Starmwater Managenrent Prablem Area?
,klicfvd illinn[15 ~ !
. .
Standard Erosion Control Notes
These notes are to be included in the plan set when erosion control facilities are required and incorporated
into the plans.
ER1) An Erosion/Sedimentarion Control (ESC) plan is required for this project. Implementation of the
ESC plan, and construction, maintenance, and upgrading of the ESC facilities are the responsibility
of the Developer until all construction is completed and accepted by Spokane County, or until
vegetation is established throughout the site, and accepted by Spokane County, whichever is later.
ER2) Approval of the ESC plan does not constitute approval of any of the proposed road, storm drainage,
grading or utility design elements shown on the ESC plan.
ER3) The erosion/sedimentation control measures shown are the minunum requirements for the anticipated
site conditions. The Contractor shall inspect and maintain these ESC measures daily, and shall
maintain and upgrade these measures as necessary to prevent sediment-laden water from either
flowing off the site, or into new/existing storm drainage facilities, such as drywells, culverts, or
gravel galleries. ,
ER4) The Contractor/Developer is responsible for installing Rock Construcrion Entries at any and all
locations used to enter or exit the project site.
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5tandard Plan Notes for I3evelouer Plan Su6mittals
1) Ali rvark and materials sha11 be in cvnformance with the "SPOKAIydE COLII+iZ'Y STANDARDS FC]R
ROAD AND SEWEA CnNSTRLTCTION 1995", and as amended.
2} Locations of existing utilities shown in the pians 'are appraximate. The Cantractar sball he
responsitrle for lacating ali underground utilities. Any eanflicting utiiities shall be reloca#.ed prior
to construction of road and drainage facilities.
3} The Cmntractor is required to have a comglete set of;the approved raad and drainage plavs Dn the
joh site wheneVer construction is in progress.
~
4} Tf the Contractor discoWers any discrepancies between ihe plans and existing conditions encountered,
the Contractvr shall immediateiy nvtify the Design Engineer and the Spokane Couuty Engineer's
C}fFice. i
5} For cvnstruction of dryu+ells, inst.all fiter fahric {Am ~co 4545 csr approv~ equi~ralent} between ttie
drywell harrel and the washeci drainrock, and between the washecl drainrack and the native sails.
fi} Prior tn site coastruction, the Cvntractor is responsible for lacating underground utilities. Cail the
underground utility location service at 456-8000 befo i re yvu dig.
[lptional Nates (when applica6le to Droied) 1
7) For any curb grades less than 0.8% {0.(308 Rlft}, a','~Vashington State-licensed Professional Land
Surveyor staal1 verify that the curb forms are at the grades nated on the appraveci plans, priar tv
placeznent of curb rnatexaal. The Cantractar is resp,ansible for arranguzg and coordinating work
wit,h the Professional Land Sur►ieyvr. S} The Contractor sha11 emplay a Licensed Surveyar to verify that the crass-gutter fvrms are at the
correct plan grade and elevation priar to coACrete placement. The cross-gutters shall be canstructed
prior to paving, and the pavement shall then match ttie edge of the cvncrete cross-gutter
~
Use ,note #9 whe,never '208' swales are used: ~
9} 'I'he floor of a 208 swale inciudes the level portion off the flaar of the swale, and the sideslapes of
the swale up to tqae 20$ overflvw elevatian or top of drywell. The sail locatecf in the floor of a 208
swale shali be a medium to well-draining materEal, rvith a minimum infiltrativn rate of 4.5 inches
per hour. The Engineer shall prouide a written staterneint which verifies that a11 '208' swales comfQrm
to this requirement. This written statetnent shall be submitted to the Spokane Caunty Engineer's
Dff'ice priflr ta instaiIing finished landscapinglsod and prior to final accegtance. The swale flvor
material shall be instailed to a natirre soil stratum which also meets or exceeds this minimum
percolation rate of 0.5 inches per hour
i -
! • i i
i J 4L1 ■ • • I ■ ~ OMMLENTS
Sr4'KANA CL/V2Y y Yi
DTVISIDN OF ENGTNEERTNG i & RDADS
1026 W BROADWAY, SP(?KANE WA 99260-0710
PHDNE (509)456-3600 FAX {509}324-3478
~
~
REVIEW 1 - , REVIEWER: Ed Farrv
;
PRC3.TECT P1708 ~ DATE: 29 March 96
PROJE+CT NAME: Sutter's 2nd Addition '
~
GENERar. ~
~
Based ❑n the impact these items have on the overall design, anty a cursvry reView of this submittal was
cvnducted. Further comments may be deVeloped pending resalution of these items.
1. Horizantai angles irt the centerline of roads are nat allvwed. The minimum radius as stated in the
Raad Standards is 410 feet. Please use a hcaritiontal curve of sufficient radii far Bvlivar Rd.
2. The Conditians of Apprvval reyuire 12th Ave to he wid.6ned. Prauide a Flan and 1'rvfile of 12th
along with grade sheet calcuiatians. The half width of 12th AVe will be 18' ta the face of the curb,
measured frvm raad CI,. ;
~
3. PrvVide 208 treatment to aIi impervious areas inside of the plat. T7iis includes aIi roadways.
4. Imprvve Balivar thrvugh the radii on 12th. This wi11 inel?ude the cuxb radius vn the scrutheast corner
of the intersection. ;
5. 1Vlinimum pipe slape for storm sewer pipes are 0.5 Minimum cvver vver the pipe shvuld fvilow
the manufacturer's recommendatians, considering type of bedding and canstructivn traffic loads.
6. Calcuiatians were nvt stamped by a Washington State-licensed Prvfessional Engineer.
7: The attached nvtes shvuld he incvrpvrated inta the plans j as apprapriate
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S p aI< A, rr 1E ~ o rs z-r -r ~
DIVISTC}AI taF EIVCINEEAING AND ROAD5 • A DIVISION OF THE PLIBLIC WQRK5 DEPARTME'd+iT
William A. Johns. I'.E., Cvunty Engineer i Dennis lvi 5catt, P E, Director
I
Y !
March 29, 1996
i
Mel Taggart, P.E.
Taggart Engineering and Surveying
Wes Crasby
CHT3, Xnc.
P.O. Box 13717
Spokane, W'A 99213
5T,]BdECT: P1708 - Sutter's 2n+d Additinn
lst Review Gentlerrien;
A review of the raad and drainage pians for this project has been accomplished. Areas of cvncern t9 us
are indicat,ed in red nn the attached prints. Given the impact these items will have on the project design,
we have conducted only a cursory review; further comment5 may be deveioper pending res[alutian of
these items. Piease make the corrections and resubmit thean tol this office in order that t9 e review grocess
lnay proceed. When the olans are resubmitted. nlease marki all chanzes an the revised nrint in color.
Piease ensure also that Che redlined plan set fram Chis su6mintal is retumed with the nexx submmittal.
We also note that only 1cogy vf the plans was included; the SpQkane County Raad Standards require that
zcopies of the plans be submitted. We have also included a capy of our pian review cheeiClist, should
you wish ta incorporate chat into your internal quality contrvl system.
If you hawe any questions abaut this rer+iew, please contact Ed Parrry at 455-3500. 'I`hanic you.
Very truiy yaurs,
William A. Tohns, P. E.
Spakane County Engineer
~ I
~dw~, 7r., P.E.
Plans Review Engineer
encls: Plans (l set)
Cornmants (1 page}
Standartl NaGes
cc: project file
reuiewer (commenrs Qnly) i
5pansor (wIo checklist)
,
1026 W. 8raadway Aee. • 5pakastie,'VyA 94260-0170 •{509} 456r3600 Fd1X: (549) 324-3478 T'G3?: (509) 324-3166
• , ~ ~ . ~ .
.s , J~ - . - . • ~
TABTE
: ' - . , , ~ • ; 1
° , ; ` - • RUNDFF, -'COEFF
xGIENTS FaR Sx'OFtM SEWERS
, - , _ e . ~r~.ti • . , , :
~~~.LIN~`a y
FLP8V@m,4'L1t 1 eti~d f+RQf)£$ AT • 2,'' ~I.d% 'f78$IL ].OR"
a ; ~ . . . • ' r'r.' z • . . ■ . 0•70
' 0.90 4 ~ -
~.~'rt~C' ~Q'{,jAde ` - t s 'r d~ rs • ~ - . ',w4l~a [J~
- }~.~•~rs . . ` , . . : ~ . . . . : 0'54 ~ ,
, •50
• '~{,~1.
, DrinesY and ,~W~ ko 0
; •a. t ••~r•'• r' ' ~ • * ••tirr e . • a . E Go `r`` '.Fy~, • ~=o e~~
BYeffi@rlt' . ' • ' . . ~ , d 0 • , - ; ~a e ' sq;`~• $ *J •
.t, ~`iY'$Ve~., ,P
~ • ■ . . . . . . . 0.50 i~U: 55 ~:a:~6C! .
, ty ausiiiese" `Aresa° • ~yz' ~ . , ,
~p
,,'a . , • . F.. , . . . . . . . ~?.8U ~
T ~~~ITtl'8 s 7V°p~t,~• ~v~f y • - ' ~ ~ ' ° . • VeaV~
W
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i ` .qa ,,4s sd,a`::.., • • ■ • ■ • • • ■ . ■ r i ~ • Vr 'V•~L ' SW
.q5 . C, p~~~r
N~ ~r~+ V
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~~r4~iJ.l ■ • . ■ • • • e • r '
- .11
s .4 ~1y. ' y ~ • ' V ~je
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{ 4,r[~L o ~ de ~ i . ' • ti}_..-_~~
. ~ ■
' •~ti. : • ~ ~ . . _ . w'. . . . . 0.25 ~ 5'.:~'"= `0. 25I
, ~j
, i 4e ',Siil M1 Y 1i ~ L-I , ~ °•.f~~~ . ' ~ f.~.~~ V,`F ' r L~ ~ ~
~~.$~~,t~
~ T ' - g., . ~
s~~Ra 'a . ~ ~ ~~e,+~' • ~ ► . 0.60
, 7 3 : ~ ■ ~ • . "L n
' .
, Side pe `T~sif~ k`~•~■~~, O.fs(1
~~Y~ • ! i `^f ` . •~de!•, . 'T+;•
i , ~ T ~ .•l y■ ! ~ . • r • 0.30 '"`,m" (]if 3d~ . zP„o , . fi LG
~d~.ail ~$As'-*,•t Ttr~'~• i~: r
~ ~p •F ~ r . ■ • w ■ . • • . 0625 30 " 0.30
Cul'tlvated'iaiia~'~
r~. _ ~.•[~.ay and Toam' . >,,,s,:t~,~ . r •:;~s}~~..
,
r . . - . . • . . . 0. SO ~0' 55 ~
rQ•6U
Cu.Ttivated_Land _
sS[1a ana Gx8V~~
,
.
. . ~ . . . 2S ~ i]
0
r;,};.'4 U 35
' ~ .3u
Ind~tri~.I .Areas,',',Light ' . ~ . ~ . s' • ,.'tr, ~iva i '
~ . ■ • • ■ j i • ~ ~y,` ~.50 0.70 0 ,~'-""4✓
r , Industx'~aI A~Ceas ' ~a , ~ . 8v
i , • }
• • ~ ■ • y ~ i~~! ~ f L .0i 6~/ '1/f Q~/ s•~96 ' l~ ' e~ •
. P$r~4it $Sd ~'1lIetaFieB • • ~ ■ • • 5~ ~1 • . < <~',~a ~0'~. 0 "ar' ~
P~aygro~,aern ~a.~s
0■20
d.C8ni~ y ' + tlr ' ~ ~ Y ~S~a ■y •~:t , , ' ,ti~ F ~SV~4J ' ts: ~.r~Rrt +~r y
ff~ ~
$~d•.F4r~.$t8 0.~1T~V ~yc.
~
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c' ,V~sdV
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edows aad"Pieature Iand'' ~r; ~ . ~~s;.
f • . . . . . . . ~l. 25
• . ` .
` . . - , , ~ 5~ s •_y'S` l~''~ _i S •35•~9a~:gf`
P , . ' • h . . ~ - ~ . 7'wr=:.'~.~:.: _ .R:'r~' dk ~~l, ~ ' • . E Y•Y_ a
i-=' _ •g ; ~i ~ i , , vF,~~ 1 ~ .+.y i~ ~.a~~r p,y~.
• ' ' ' ' ' ' *$.IHGLX.~"OiPMI~.Yy~
RLSI➢EItTTIA~,
, _ ~ ° , , ~iigt,'Uni•tlGrvss,: Acrea
, , . . , _,:r'{lS~ndy:i~a~~. ~av~1~ ly:~Sn~l) , .z
` U-I.U'~~ l]ijr/QA .=t r • . . s~ - x;,~ ~ . ~t ~.~yp~ ~
, . . ~ • • b • w • I• f • f of
l~~ 4 • .:C.' - • ~ . `f~'~~~~~ f ir
- z~: 0-1. 5D
~ ~ Ur~~ . : . a
. . . ~ . .s20,,;
, • 1.5-3,0 ~ UU/GA Q0.
3.[J
, -3. n ~
~ DU/GA . . . . . . . . . . 0. 36'
3.5-4.0,DU1GA . . . . . . . . . {].35 f~ ~ , F'~`~:;-~3,'
. t~•0_:5•:0",, " , ~ , , °~~i••~.
. . . • • ■ • ■ . . 0.40
' . ~~'3 '
•
A a~ ,
_ . ~~a■Li[L r r~
5 0`~'7.0 DYJ ■ • • ■ • ■ ■ ■ . FJ~ ~il
. 9, 0;13. Dii/GA . . . . . . . . . . 0.70
' - } ' ° • M~,~ ri
~ 4MWG0 flAL , ''Aw' , • J~ih„~~+,V'f"„~~:
.J Y• ~ ° ~ ~i'i Nry .
ToC ,p~,us or~e-~l~a~.t w~i,~th of abutting sCreet. Dther eoafig*ratinns~c
~
should be checked by combining fndiVidtLil rurioff factare fQr each ►rariaus aurfa6e:,,'l
Date 4/4]84 = . , ~ ~
TASLE ,
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a
" ~ - x ° b~ - •~.ix'
. ~Y ~N A'r. L,.'a"~ .Y .~y L{ • - . ~ ; . ~ :ss:.~ ri:. ~ ~'Pte. 3.'a'.. `
~/I • r - ~ ~ ~Ly S56~euN~i„,'_a.. , ~N'~}es C i~it..'W~.~~~`~` ~'~~lf+'y•~~ 7~-r•My•~ f~
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• . . _ - ~~n~~~'~,~^ i:-• • ;;.~r. _ -=~::r k [ '
~ + ~ ' - - : s« _ - ~
~ ~I` . a:~ fi~, °..1 „ }r =•,'k • ,.-h.°r~ ~y 'i~~'i''~~~'~." ..v
' P-~ • sa:' ` ~s:t` _ "'2"'~`:~s :sa~°+'-.~r:i ~~~r,~r~'1` ~s '"c
;
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TAsLF, 13 rANNINc ° s RoucrNEsS coEFFIcIErrr's
,en Channel$, ],inad:
A. ConcreCe . 0.014 ~
IJ
B. Gxavel 0,030~
Aspha3.t 0.01Fr
2, apen Channeis, eaccavated:
A. Earth, fairly urii £orm section:
1. No vegetation 0•025
2. Grass, some weeds 0•030
B. Rack , 0.035
5treet GutCers ~
A. Concrete gutCer, trowled -01~ B. Asp'aalt pavement ~
C. CancreCe paeement 0•016
3. GlQsed canduits A. CancreCe pipe
B. 'Vetr~,f~,ed C1ay p~.pe 0.013
. C. Plasti.c pipe 0.010
D. Steel pige 0.011 r
E. L'MP (annular) qx helical, part full 0.024
. F. CMP (heli~al, 243" x 1l 2"i f].owing full:
;
r
diameter n diameter ~
(0 0• C? °g
12 0.011 42 0.019
as 0.013 48 , 0.020
],8 0.014 54 ; 0.021
21 0.015 60 0.022 -
24 0.016 66 0.022
30 0.417 72 0.023
i
36 0.018 78 and over 0.024
>
i_
5-34
~
s
~
; TAs LE 13
f I - 2.0
• a
~
(OV~t~Or. 0 • Olli f~ ah •
10000 nIf wuanMtss wen~,~t.+ ir ~~MMiMO .IO 9000 ronrvu ArPRorRuTi ro
8000 wrror 00 CNAMMLI ~
.09• ~ 1.0
7000 t IS atwPOacAL or e.oas a1009
6000 1kcrutru• M. e0 reoc[co'res u.6. .07 }
nat Iao, aou.rior o41 I .80 {
5000
.06
4000 ~ .TO • ~ ~
EXAYPLE isca O.tM(O LIMI{1 ~ ~ A5
. e ioo .60 :i
` ~
-
D000 s~•c~, s • 003 ~
io ~
-.oo ~ -.so
U.
zooo~ 120, ~ 03 ;
-.ao ~
s 1`` _ Z . 2 .L
i
• .30 41
900 ~ t~~~ li - .02 M
W ioo
J
C Z ~y.iJ O
~ 600 = " .6 N , • .20
500 z
400 ~ (yJ
~ . INSTRUCTIONS C7 .i J - .OI
Q• aoo ~C .07 W a:
N 1 COrmLGi !IA MAi10 gIIM SL0►[ 171 Q .Oa IZ ' 4s
•~o co~ricT oncra~~i ~a~ ~~rM = .03 Z .008
200 otrre u~ r«cu two uMC~ rvSt U'^ .ot Q .007 ~ V'^ -.IO
IrTIA1CCT At tYRMIMO lIM! I0~ V/ /
- COrKtTL wLvrior. 0 .01 V .006 ~
a oe
e. ro~ wuw• .005 W
~ 100 r-Sr.rto cHArrcL ~LL" W .07 ~
90 ♦f Sworr wt roroONA►w I~ ~ ( ~
80 ~ - .004 .06
70 .,T. , • 7 W . ~
eo a 0 -.os ~X4
SO s ro o«ar~rc • 0 -.003
~ - .04
a~crs~~c o, ir T ~ • 1
40 r ~
►oNnor M tw~rra• .~•~~~I ~
30 otruruc otrrw 4 •a■ roru ontM.not I+ -.002 .03
[■rI■t tttnpr ►Mtn ust ror0ssare ro .
Ot[t~nMa o~ u ~[thYM • ro• otrin
20 _ t
.Z . i+~.
, . 10 OLi(AYIM( OI~CN~~Q A2
I■ co..oSnc sac~~o~ ~ . ~.~4''~~ : n.
Iouor IrsrNuctIOw 3
tO .OO'
f0 OOTAIM OIaCNAno[ 1■ . ~'d'~.~~~yyy
sttrioM e~t •tturto • ~.~a •d'1 t i~},ontw a~ o~n~r a ro~ . ~ r,.,~
ri0►[ •atia l. •MO oOtM d'. fw[r o, 'O. '0_
.01 f1•~~
NOMOG~,RAPH FOR FLOW ~
.
IN TRIAINGULAR CHANNELS ~
6-42
.
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FIGURE 18
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' Page 3 of 3
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Area gutter flow crvss section: '
~ ,I65 x 4.7 - .,755 s~q. ft.
Z znverse cross slope: .
5lape avg. .035` per f~t. to .03' per ft.
1 ~
~ = 2$..S ' to 33.3'
z
= 2380' -
n
From Fa.g. 1$, Q= 1.75 CPS
V - Q ~ 1.35 _ ' -
' A .7755 2.25 ft. ger sec.
i '
i
T ~ 600 W ,
. 2.25{60} ~.43 mi.n:
Tata1 time - 12.3 + 4.43 - 1.5.73 min.
~
T10 yr - 1.5$" paz hour, fram chart • - i .
_ QIO - CIA = 0.25(Z.5$)A' = .39SA
Q10 - ,395(3.69 acre.3) - 1.46 CFS
1.46 < 1.75 ~ i
Fram 5gokane Caunty Storm ~~,'ater ~Ianagement, Pp •4-15.
2 CFS ] 1.75 CF'S 1.3 CPS C 1.46 CV'S
T3se 2 t e~~8~~ dr' w .
YP y eII. 1
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Page 2 of 3
SUTTER'S 2nd ADDITION
Swale areas:
A1 = 10'avg. x 30' 300 sq, fC.
A2 = 70" x 15' = 1050 sq. ft.
A3 = 25' x 15' = 375 sq. ft.
A4 = 72' x 12' = 864 sq. ft.
Total swale area = 2589 sq. ft.
Total swale area required:'
Hard acre 26,676 _
12 12 2223 sq. ft.
2589 > 2223 ' .
This leaves contractor approximately 300 ft. in
which to reduce the swale area in A3.
Swale volume = 262476 = 1111.5 cu. ft.
Depth of swale area = 1111.5 S ft.
2222.3 -
See Spokane County Storm Water Management Manual for
definition of symbols. •
- - . 6
Tc Ct Ln
Vs
y.6 - -.6
Tc 0.15 600(.4) = 0.15 1549
V.024 .
Tc = 12.3 min.
Gutter flow, assume depth .165 ft.
W ,
, 5i]TTER' S 2rid ADI3ITI+DN k ,
CHI], Inc. ~
February 28, 1996 "
AEiEAS [?F PAVING TO BE TREATED~BY 2(]8 ORDINANGE
i
Aa - 12th Avenue srsuth of,the centerline
to curb line, 3,619 sq. ft.
Ab = Bolivar Court sauth vf curb Zine -
on 12th, including cul--dedsac,
22,385 sq. ft.
Total area = 26,676 sq. £t.
Melvin Taggart
Engineering and Surveying
N. 2128 Pines U. Suite 17-15,
Spakane, WA 99206 RECEIVED '
MAR
~~.,...-,t ~ ;~'r,- , a 4 B96
VMiE MM EN6MEM
PRarau 9 n-J~~il
'Y -K.,RrJT
,
R
i
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f CdjeCf: + -7o
Job N0 :
❑isC.No-:
Flle 111aE1ae. 5 u rT ~rt
ENTER-. ~ 04-May-94
EN`fER-> 03;39 PM
i
ENTER->
EN7LR--,
~r CJ
MSNIMLIM MAXIMLJil11 6Ur7~ C-
Curb EL. Curh EL Edge €'ave.
: t[JG~ DI$T". % SLOPE EDGE []I5T FROM .5°0
(-4 (-2% to Gutter
~ AAVEMENT CIL TQ CIL TD PAVEMEN EDGE PVMT from EtP + FRC?M E+F' + 5ELECT- Desjgn Top Curb
ELEVATI(JN EIA Ef]GE RftVE °Jo SLC7PE TQ CURE3 C4JR13 I-iG IT) CURB HGTl ED ELEV % GRADE % G.-ade
I~'~ • r~ ~ I J c~ • S~ I z.+G 9 C d oi 9I r7 AI' A
i I ~t I ! . ! a
-7. .V s
~ Y ~ 7 = F I ` ' 1
J• r~ L..a.l / C~ e 1' ~ r i=; I 1 I +E ! ~ ~ ~ ~ ~,F
s7, ~9 f n.;~-z_
? e.y ~ ..5 E I r~'' ~ I I ~7• sf ~ d da, ~ f I~`~
~
i~
_i e, _7
I ^ i~s~. ~/+l,^'~•.r'+ I f. ~S~ ~ ~.i R 7,60 i ~ ~C'g I i .
I f ~ ~ 0 I ! 1 {
I ~ ~ f I I ! I i I
I i f ! ! f 1 ~
r
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ro ,t ~ rJ' ,l ~r
~
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,
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Spoktne Caunty Engineeriog I}epartment
I026 W Brvadway ~
~
Spakane, W,P► 99260
~
Fax Caver Sheet
~
OATE; July 31, 1996 TiME: 19:27 AM ~
i
'PO: fVlel Taggart PHDNE: ~
FAX: 180043373074 ~
FROM; Paul Lennemann PHUNE: (509} 456-3500
FA1[: (509~ 324-3418
~
RE: ~
CC:
p
v
Number vf pages including cover sheet: 2
~
[3rigina[ to be sent Wia mail: No
a
1Vxessage
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0 yes t'n1a Mamtenance Manual and Sinking Fund calculations for drainage facilitTes located vutside of
/ County road right-of-way.
0 yes rnla Written explanativn of wholw+hat entity will be responsible fnr rnaintaming drainage facilities
wtuch are located Qutside of public road right-nF way, and Ehat the plan is acceptablc to the
County Enginccrs 4]fFice. ,
E"'yes 0 nla Channalization Flan, or signuig and stnping information provaded sn the rvad pians Tn be
~ included in road and dsainage plan set.
tKyes 0 nla 1 have rcad the Heanng Exam.inee's Report (long plat), or F'Ianning Dept. Findings and
! Conditians (shart plat), far this pcoject The design meets fihe canditivns in fhe repart
ryes 0 nla Copy of Aporoved I]esig n Devzations. _
a yes 9-161a E'ire Distnct Approval, f Qr pirivate roads
9--,Yles 0 n]a Lat Plans Requdred for any lots r+vFth drainage casements and which frant a public road, or
~ for tots which receive and treat nanoff from aloublic nght-of-way 1 nj` z. L.. ut> a 5 1-0710
0 ycs [Jfnla Any appiicable State and Fetleral perTnits have been obCauied (i eHPA, ]ARPA, etG ) For
Pernuts with cvnditions, a copy af the pernut and Gondittans are lneluded m the plan
~ submittal.
0 yes Vilal Inspection Agrmment between the sponsor and its engineer.
0 ycs "a For off-sjte easements to be granted ta Spakane County, the following items shall be
included lega1 desGription, exlubit, aind provfjof ownership.
0 yes rfifa Erosion Conirvi Plan, required for "Major Land-Disturbuig Activity "TQ be mcluded in the
road and drauaage nlan set ,
Explanation for an}+ rtems listed abave which are not included in tliis submittal
(Note, an insuffiCient justtficalron af why an item was not includcd in iJie subnutted, or incomplete documents, inay result
in tlie subiruttal being returned wsihout review or without acceptancc Provide attachmcnts iT necessary )
By signing below, the engmeer is stating that the informa#ivn provided in the submittal is complete, that the
inftarmation provided in the Subrrarttal Checklrst js accurate, arsd the plans and calculations are in accordance w9th
the Spakane County S'tandards for Road &Scwer Consdrucuon, and the Gurdelines for Stormwater
Managerriend, except where an apgrovei Design I7eviatian allows otherwzsc
Engineer's Signature: JI k ~ ~ Date:
Engineer's Narne: Ly~ qkl
F- L. U 1 p Cs a kjo-- F- S~f
(please pnnt)
If there are any yuestaons crbout lhrs form or appropriale pr,ocedures, pdease cadl Developmen1 Ser-vaces,
S'pokane Coairtty 1'ublre Works, at (509) 456-3600.
For Spvkane County T1se Only
Submittal No ~ County Plan Revier~ver:~~ +
lf Acr-epted in for Review or Construction `
0 Returned to the engineer without review andlvr acceptance, Sae attachei letter of explanation
Processing Date: ~ • ~ . ~ ~
'
` Subznittal Checklist 2
'
SpQkaiie Couiity f'ublic Works; April 29, 1999
I
Submittal Checklist
fvr Road & Drainage Projects in Spvkanei Cvunty - PTatslShort Plats
;
Thas Suhmittal Checkl2sr rs to be carnpleted arzd srgned by the Sponsor's Engr,neer, and tncluded wxth each plan
.saclamrttal rnto the Spokane County Engrneers Df,~'ice I~ thrs forirrr ts raot fully eornpleted and srgned. do nn1
sasbrnrt plcrns and calculatzorrs to Spakarae Caunty far rcvrew an'd acceptanee. Incornpdate submaltal.s wrll be
returned and wrdl ccruse unrrecessary delays for your clrent. ,
~T"~ (Z 5 4 ~
Prvject Name
Spakane County Project No JE Q 9 Date ~A-F' 1/ ,9' k-
Praject Engineer M EL v ! ~l1 'T-A- C; 6 /4 I"Z, T- Phane ~2 54- F19 f-3
Project Sponsar: CMe. 0 ~.f I Phone 0/ 2. 6 " ~z z9
A. Preliminary Process Pnor ta Submittal of Road and Draina.ge Flans, the followusg events are tv havc already vccurred
(By cfreckang each item off showrr be2ow, you are statrrrg that you have ver~f ed these events/iiems haue 6een completed )
9"1 Adoption of a Hearing Examiner's Report for t.his long ptat, or a Flannuig Report for this shQrt plat ~
ff-~ I At..leasC one Pre-Design Meeting has been held wnth County staff at the Enginecrs Dffce ~
An "Agrcement to Pay Fees" has been signed by the prr~yect sponsar, and submitted to ttze County
Engineers Of6ce. '
0 A GhanrYelizativn Flan {e g. signing and stnpmg plan} of publxc roadway unprQvements, has been
12N A caardinated and discussed with the Gounty Engineers Q'ffice
B. Road and Drainage P[an Submittal
The items listed belnw are to be prvvided as a minirnum with a road and draina,ge plan submittal Additional
mformatiQn may be required to demonstrate that the plans meet ail applicable standards,
(By cheGkrrrg `yes"for euch 2tem shrwn be[ow, you are verafvrng thal ihese rfems huve 6een crmpleted arrd are ancluded
in thrs submrttol For anv 6ox checked "n1a a writlen justifcaftart af [rnV omi.ssrons at the end of this sectrora rs
requarerl )
Item I]escriptian
0 yes 17 1J A Road and drainage plans, two prant sets (Certlfication statr;ment an cover esf plans) o a o sT tra
$-,Ve-s 0 nla One set of plans on 24" x 36" mylar media, nriCAD electromE file ,DWG or I7XF format F'oYu rte-
9ycs Each glan Sheet of record is signed and dated by the broject sponsor
&-yes The road and clramage design meets the requirements of State law, WAC 196-27 regarding
"conformity wYth acccpted standards"; that is; the design reflects the "state caf Che practice"
for the proposed eoncept
E-1es T`he plans, Drainage Repart, basin map(s), and any other calculatians are stamp4 signed
_ and dated b,y an engmeer lrcensed in the State ef Wa.shmgton
ge,yes 0 nla Tlrainage Repart, CWD 5et5. TO iriCllldE basin map(s), time of concentraCion routes En basm
rrap, and Certification statement nn cover of report and basu1 map
$ yes 0 nla Geotechnical Report, one set (ItlGlude a11 soil~test pit1bonng logs.) l-- S~6 -L 37-3d7q
&-~es 0 nla 5tructural Pavement Calculations, ane set tA3 p e-r tv,. v'T 1r E3 L- E
0 yes 9 - -f Va- Crcrss-slope gradc calculatians for road wid °ening vrajects.
Ttern DeseriDtion ~
i
0 20pQ7F0555 P03
Page 3 of 3
Area gutter flow tross seetion:
.165 x 4.7 = .7755 sq. ft.
Z inverse crvss slope:
51vpe avg. .035' per ft. to .03' per ft.
Z = 28.5' ta 33.3° ;
z
" 238Q 1
n
Fresm Fig. I$, Q - 1.75 CFS
v.~ ~ 1.75 a 2.25 ft. per 3eC.
A .7755 600 T = 2.25(60)
~ 4.43 ~in.
Tatal time a 12.3 + 4.43 =16'.73 min.
T 10 yr = 1.5$" per hour, fr>ora chart
Q = CIA a 0.25(L.58)A _ .395A
10 Qio = . 3950.69 acres) - 1.46 CF'S
1.45 = 1.75
From Spokane Caunty 5tnrm Water Management, Pp. 4-15.
2 CF5 > 1.75 CF5
1.3 CFS c 1.46 CFS c
As~yr
T,*
Uge a tyFe „B„ dry Weii.
~ _OB 6~ ~
1VAL~
' ~ E7[PIRES 061271 ~
V 20aR750555 P04
Page 2 of 3
SUTTER'S Znd ADDITION
Swale areae: ,
Al. ~ Yd'awg. x 30' - 300 sq. ft.
A2 m 70' x 35' _1DS0 sq. ft.
A3 =25' x 15' - 375 sq. ft.
A4 = 72' x 12' g 864 sq. ft.
Tatal swale area = 2589 sq. ft.
Tatal swale area reqafred:
Hard aere 26,676 2'223 sq. f[.
12 ~ i2
2589 > 2223
This leaves contractar agproximateZp 300 ft. in
which tc reduce ihe awale area ia A3.
Swale volume - 2fi~~7b m 1111.5 cu. ft.
Depth of swale area a 1111.,5 ~.5 ft.
2222.3
See Spokane Cnunty Stozm Water Management Manual for
definition of sqzubals.
- - - .b
Tc Ct n
~
- .6 - .5
Tc 0.15 600(.4) ~ 0.15 1549 ~Ly TV, GG'
I~ .024 v
Tc = 12.3 min. " z
Cutter flow, assume depth .165 ft.
v tsr~~
~ ~sSfoNAL
~ EXPIFtES aB!ZT! ~ #
+ 20xa719555 P02
9LITTEk'S 2nd ADDITIDH
CHD, Inc.
FBbl^L481'y z$ r 1906
AxEAs oF PAVINC ro ~E TREAzEn BY 208 oRDIuANCE
Aa = 12th Aveaue sauth af the centerline
to curb line, 3,619 sq. ft.
Ab ~ Balivar Court south of curta line
vn 12th, including cal-cle-sac,
22,485 sq. ft.
Total ares = 26,676 sq. ft.
s
Aielvin Tagg8rt ~~~•l~T~; [~~i'
Engi.neering axzd 5urveyia,g ASy
N. 2128 Pines Rd. Suite 17-35 s
Spakaae, WA 99206
NAL~G
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(6m) 535•01141 Jehn E. Flnnegan FIT
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01123/1996 CHD WES GR0r5Y FAGE 02
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FR0M. TAGGART ENGINEERlNa L~ ~
i -80(P637-3014 - 5 (1 7".V e'tl- ~ s ;Z A-"-A
k PH(3NETA)(
fiQ: DATE: E. M(? tiroadrray Spak*n*, YYl1sshlhpton !lT42
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CK[], i nc. 4anwnx.11.1996
P. Qe Box 13117
Spokane, WA 99213 ~ Project Number L95002
At±ention• Wes Cro3by ,
N PRO.]ECT: 5utter's Set~ortd Additian
I ' Versdale, i1A / #1
I~ SUBJECT: Rasults af Labohatory Testing ~j te T~
Dear Mr. frasby. jr
~ At your request, we flravlded 14boratary testing mn a sail aample sv'bmlttee
~ On ,lanudry 3. 1986, LsbQrat4ry test Nas p*rformad by the fo l1owing mefhad,
I '$$leCted it ]IQ41r disCPptiDtF:
~ 1) "R " ya]ue WSOOfi 611
~'feat results are tabulated amd mresented oraphfcally vn tl+e attzched
~ Rearstence Yalu• Tast ia►^m. Additional somple infarmation nvt included on
the forrn is maintained in our fiTes and may be provided upon requo:t.
~
~ It Is a Pl$asure tv of setvic4 to you an th1s project. ?f yav Shou]d have
any questions ragarding this report, please ca11.
~
I Se3peCLful1~SSOCIIA
I
~ffr~A. Revard
Ngr. l.abvratory Services
L_ JR1rb
Addreasee • 2
Attachment
I
~ . . ,
F.G. Buetnflos Prt
• - -
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r
Extensian of Time Findings File Na. PE-1708-93 page 4
DATEd) THZ5 1 d0 I?AY QF N[]VEM$ER, 1999.
bmo-
Deanna C. Walter
Assnciate Planner
[]nder State Law and Gounty C)rdinance, you have the nght ta appeal this decision ta the Spokane Cnunty
Hearing Examiner. If you desire ta file an appeal, you must submit the appropriate Apgeal AppHcation
together with the required Fee, payable to the Spokane County Divisinn o£ Building and P1annAng , within
faurteen (14) calendar days from the daae this decisian is signed. UpQn receipt of a completed appeal
appIicaiion, a pu}alic hearing vvill be scheduled. I
Ifyou hade any questions, please call the Division of $uilding and°Plammng at 456-3575.
c: WO
Spo3cane County Divisinn of Utilities
5pokane Regianal Health T)isirict
Spnkane County Fu-e I)is#nct No. 1
Vera Water and Fower CQmpan
Wesley C. Crosby, CHD Tnc., [3wner
~
~
r I - -A
1
Extension vf Time Findings File No. PE-17D8-93 page 3
1
CC}Ni~ITI[]NS f3F APPRDVA7L
Those previous Condrtions of Apprava9 specified in the Spokane Caunty Dxvisian of Building and Planning's
Findings and Decision dated June 25', 1993, together with the folilowang updated conditians:
SPfIKA.VE CDTIiY'I"Y DMSION f]F BUIULDING AND PLANN1NG {fTPDAT'ED}
Thrs time extension is approved Until Novernber 10, 200(]. 7`he applacant may request anotherr
extension of time by suhmittirag a urcitten request approximaxeiy forty-fve (45) days pnar to the abnve
exparation tiate.
2. Subsequent extensian of titne wil] anly be cansidered upon afinding of substantial compiiance rwith
Chapter 12.100.11$ (Extensions of Time) of the Spalcane County Subdivssion drdiaaance; 4therwise the
preliminary subdiv*isian appraval wi11 become nu1l an,d void.
3. Thi e applicant shall contact the Davision af Building and Planning at the earliest possible stage in arder
to be informed of cade requirements administeredlenfvrced as authorized by the 5tate Building Code
Act. T7esigr~fdevelopment concerris inGluae: addressmg; fire apparatus access roads; fire hydrantlflow;
approved water systerns; tsuilding accessibilaty; constY-uc1ion typep occupancy classification; exitang;
extericsr wall protection; and eneagy code regulations,
y SPC}KANE C[JiIN''1' DiVZSTOIY Q~' E~Y~GIl~iEETtII~TG A~TD R'OA~]S (T_TPI}ATED)
Z : rNV ' t celg['[Achno.+ r*rdcn Off *U, fC&*wm4S -01640 r-1'e0ftrrW#-nW1l
1. APrafessinnal Engineer, licensed in the State af Washington, sha11 subnnit final road and drainage
plans, a drainage report and caleulations that conform to the Current 1999 standards and laws
goveming stormwater ananagement in 5pokane Gounty tha' t are in effect at ihe tirrie of applicafiiran for
this time extensian. Fina1 drainage plans and a draimage re0ort shal] reGeade fi.he Gounty Engineer's
acceptarace prior ta release of a consinactian ar buildmg penmit, or apprcaval of the land acticrn.
2. T'he stormwater management systems and roads fQr this plat shall be canstructed amd certified ta be
canscructed ui accordance with the accepted road and drairiage plans, ar aId the required imprpvements
rnust he bonded fQr in accocdance with Spokane County reguiations, prior ta the recording af the final
pIat. F{ecord drawings and all construccion dacumentation'shalx be subrnitted with the praper
certification sfatement_
3. This proposed subdivision or development prsaposal is located wi#hin a drairaage basin which has been
identified hy the Spakane Caunty Enganeer's and Utrlities nllffices as having stormwater runaff
prohlerras. Since this praposed subdivision or development lproposa] is affected by or is a contnbutor tv
stormwater ficaws, propert}+ owners shou3d partieigate in the planning and impiementation of a future
basinwide storrnwater rnanagement system. The fallawing statement sha1Z be placed in the plat
dedicar3pn;
"The owner(s) or successar(s) in interest agree to join rn any County-approved starrnwater rrnanagernent
prcrgram and tra pay such rates and charges as may be fixed ? hrough publtc hearings for servace ar
benefit obtained by Che planning, design, constnucting, rrtaintainsng or operation of stormwater cantrol
facilities."
„ ~
r A
~
Exfiension of Tirrie Findings File No. PE-1708-93 Page 2
a. surveying the lats within the development, I
b. arranging for pubiiG services to the site,
C. obtaming necessary financing for ali ar a portion of the preliminary subda`vision, short
subdivision, ar binding site plan;
d. the campletian of sfudies ar other requirements which were part of preliminary
srabdivssion, short subdivisaon, or hinding site plan approval;
RESPDN5E: The app]icani states the sut'aey work has lheen c❑mpdeted and final plat rrraps are ready
to be submitted for revrew. 5everal reviews o#' drainage and road gians have been
necessary through Spakane Caunty Didisivn of Engineering.
3} That at the time preliminary approval was granted, development of the praposal was canditianed
upon the extensian of public services which are not yet aVailahle. This prDvision sYaa11 not apply
ta publiG utility extension which the praject sponsor` would normally fund.
RESFflNSE: Not Applicable ~
4} That administrative delays have caused the inability'of the applicant to finairze the plat within the
three (3) year time penQd.
RE5PCINSE: Not Applicable
8. `Tbis request for an extension ❑f time, ms conditiraned, represents no signiicant change in the approved
ariginal prelaminary plat and will not be adverse to [he public health, safety and general welfare,
9. Additional conditians have been reccrmanended by the 5pokane County Diuision of Engineering and
Roads.
,
" 10. The follnwing agencies were sent notifica#ian of the request for time extensiora on
October 1999, and harre nat responded:
Spakane Gvunty Fire Protectian Disirict No. 1
Vera Water an Pawer Company
11. This is the second request fQr a fime extension. The ~total life of the preiim,inary plat has been
approximately 6 years
12. The applicantlavvner shall shraw substantrally greater pragress taward complying with Section
12.140.118, of the Subdivisian Ordinance before requesting an adc3itianal extensian of time.
DECISxOiN
Based uptrn the above Findings of Fact and Conclusions, an Extension of Time request far
PE-1708-93 is hereby A-PPRd'VET3 for ane (1) year, specifically until November 10, 2000.
~
~
BEFQRE
THE SPOKANE C[]IJNTY DIVISTON f]F BiELDTNG AND I'LANNING
I RECEIVED
IN 'FHLE MAT'X'ER DF AN EXTENSION } FTNDINGS ClF FAC`I', NOV 12 1999
aF TTME REQUEST FQR PE-170$-93, } C[3NCLU5IfJN5 AND SPQKANE QQUtny ENNGINMR
SUTTER'S SECC)ND ADDTTTON, QN ) pECZSION
APPROVED Pi'tE$,FNIINARY PLAT )
THIS NIATTER, a request far an F.xtens€an of Time from Wesley C. Crosby has been received and was
decided upon, pursuamt to the Spokane County Subdivisivn Ordinance (Chap#er 12,1 al7.118) and RCW
58.17 140, on the 10' day of Noveznbes, 1999.
- FMTNGS OF FAaCT AND CUNGLUSIQNS
1 The indiVidual signing below has been praperly delegated; the responslbility for rendenng this decision
by the Spakane Caunty Director of Buildxng and Planning. 2. "The proposal was to divide approximately 4 acres intfl nine single family lots and one tot for an
exasting single family residence in the Urban Residenfial-3,.5 ([7Ra3.5) zone
3 The subject prelirnmary plas# was appraved by Spokane County Divisivn of Building and Planning on
June 25', 1993.
4. The propasal zs generally located sQUth esf and ad}acent tn 12' Avenue approximately 500 feet east of
Evergreen Road in the northwest 1/4 af Section, Torrmship 25 Alortfii, Range 44 E.W.M., Spolcane
County, Washington
5. The existing xoning ❑f the property zs Urban Residential-3.5, which has remained the sarne since the
original preliminary plat approval rn 1993 and continues to,conform.
6. The praposal is Focated in an area desagnated as Llrban by the Spokane County Comprehensive Plan,
whiGh has remained the same since the onginal pre3iminary plat apprvval in 1993 and continues ta
canfcarm to the Plan.
7. Spokane Caunty has established specific cnteria for consrdenng the extensimn of hrne fvr the expxration
o£ preliminary glats, short plats, or hinding site plans. These criteria are faund in Chapter 12.100.118
(Extensiran of Tirne) of the Spakane County Subdivisian Ordinance and have been used as a basis far
this dec7saon. The foilowing are the relevant sectian(s) of Chapter 12.100.I18 and the T3ivision af
Building and Planning response:
I) That some portian caf the existing preliminary subdivision ear binding site plan has been finalazed
smce the project was appraved and the remaintng Iots would form a unified deve]opment
c4nsistent wrth the onginal agpraval;
RESPO1v5E: No prsrtion of the ariginal3y approved plat has been finalized.
2) That the pretiminary subdiwision, short subdivision, or bindang site plan remains generally
consistent with the original plat or binding site ptan that was apprrsved, and the spansor has taken
suhsfantial steps tawards finallzing the plat or bindings site p2an, which shall Frsclude Qne, but is
not limited to the following:
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HEC C7rder for PE-1708-93 Page 10 •-ORnER
The liearing Exarniner Cvmmittee, pursuant to the above Find.islgs af Fact and
Cvnclusion, APPR(7'+rES the agplication of Wes Crnsby far the Prelirninary Plat as
deseribed 'an the applicabivn PE-17(]$-93 lsnown as Sutters 2nd Addition.
Mativn by: Luneil Hau,ght Seconded by: Frank Yuse
Vote: (3-0) UNANIIMOUS TC? APPR47VE THE PRELIM1NARY PLA`C'
HEARING EXAMTNER CUMMFTME
i1.GRE17Y A=s2T LQ THE t'1.L7OYE FINi.JILV V3a OLLVEii.i A1Y1.r Y o iE~
r
lf
Cl1a1im[lIl
~
A7T'EST:
For W""ALLxS D. H(_TBBAR:L]]
PlarLning Directvr
~rPl
yrcrr ~ p~
Ser~ia~.n~ _ 'I` 9-3
Date
F'ursuant to Ccsunry regulations, any aggrieVed party has the right to appeal this written
decision to the 5pvkane Cvunty Board vf Cvunxy Commissivners within ten (10) calendar
days of the signing af this order. LTpon receipt of an appeal, a pubiic hearing wi11 be
scheduled. If yvu desiure to fle such an appeal, y'[]i1 IT3Ll5C 5ubmlC a wrlCCell apF1eal,
preferably an farms designed fvr such purpase, to rhe Board of County Comrraissianex-s,
W. 1116 Brvalway, Spokane, WA 9926(}, alvng with a$204 pracessing fee payable to the
Spokane County Treasurer.
If yvu have any questions, piease call the F1anning Degartment at 456-2205.
HEC Clyder for PE-170$-93 u Page 9
6. AlI solid fuel buming devaces (vvocad stvwes, pellet stoves, etc...} rnust cQmp1y wf th
lacal, state, and feieral nales and regulations.
CENTR,4L VALLEY S+CH[]{7L, I)TS TRTuT # 356
1. See Planning DeparOment condition Nv i$ ;
DEPATtTIVIEN'~ ~F PARKS, RECREATxC)N AND FAik
I . See Planning Department cvnditivn Nv. 19
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HEC Clyder for FE-17U8-93 Page 8 '
11. F'rior to filing the f nal plat, the spransor shall demvnstrate to the satisfaction of the
Spakane County Health District rhaC the existing on-site sewage disgosal system
serving the residence lacated on iot 10 is wh41ly located within the lac3undaries of
the 1vf or aelocate the drainfield so that it is entirely within the lvt,
12. Subject tm specific apglicapon appraval and issuance of permits by the health
afficer, the use of individual an-site sewage dispasaZ systems rnay be authorized.
11 le ~icatory+ l anguage of the plat r~i1l state: "Subj~t to sgecific appLica~ion
►~a1 arrd issuance af pernuts by Che H~:a~1th C~fficer, the r~se af individua1 on-site
ge systems rnay be autharized."
14. edicatory language on the plat shalt state: "LTse of private wells and water
systems is prohibiteci."
6
15. efinal plat dedicatian shall contain the follawing statement: "The public water
sk tem, pllI`SLIASIt 1Q the w7~~r pla9°1 appTDVed by COLli7Ty a17d StaTe h~~th 71Ft10r1i1e5,
1vca1 fue prvtectian district, County Builcicng and Safery I3epartment, and water
'eyor, sha11 be iaastalled wittun ttais subdivision and the applicant shall provide
' individual dvmestic water service as well as fire pratection to each lot priar to
e of each lot and prior to issuance of a building pernzit fvr each lot."
SPCDKANE CC3[.INTY DIVISION OF BCJxLI]INGS
1. The applacant shall contact the Divisian o£ Buildings ac the earliest possible stage in
order to be in.formed of cQCie requirements administeredlenForced as atzthrrize+d by the
State BuilrLngs Cotie Act. I]esignlderaePopment cancerns include: FIRE APPARAT[JS
ACf:ESS ROA,DS, ~HYT]RANTlFLOW; AFPRC7VEI) WATER SYSTEMS;
BUaDINCi ACCESSEBILrI`TY; CQNSTRLJCTI{)N TYFE; OCCUPANCY
CLASSEFTC_'.A'TION; EXITING; EX'TERIC7R. WALL PRaTECTION; AND ENERGY
LOI:UE REGULATIONS.
SPOKANE C(]UNTY AxR P{)LLUTI(]N CQNTROL AUTHORITY
1. AIl air pollution rcgulations musc he met.
2. Air pollution regulations mquire that dust emissaons ciuring demolition, consmucrivn
and excavation proj,eets he contrc.illed. 'Tlis may re.quire use of water sprays, LWs,
spririkters or suspension of activity during certain rveather conriitivns. Hau1 rvads
shauld be treated, and emissions from the transfer of earthen material must be
cnntroTled, as well as emissions fi-om al1 other conslrucrian-related activitzes.
3. AZP traveled surfaces {ingress, egress, parking areas, aGCe55 TCIadS} L11U5i be paved .
and kept elean.
4. Measures must tre taken to avvid the deposntian vf dirt and mud from unpavesd
surFaces anto paved surfaces. I£ traeking or spills occur on gaved surfaces,
measuxes must be taken imznediately to clearc these surfaces.
5. Debris generated as a result af this pmje.ct must be dispased af hy rneans vther than
burnin,g (ie construcavn waste, etc.).
I
H£C Drder for PE-170$-93 Page 7
SI'[]KANE CC3LTNTY HEAI,T.H DiSTRICT
1 The final plat shall be designed as indicate.d vn ithe preliminarr}+ plat of recard andlar
any attache,d sheets as nvteci.
2. Appmpriate utility easements shall be inciicatedi vn -copies of the preliminary plat of
recvrd for distr-ibution by the Planning X3epartrrient tca the utility companies,
Spokane County Engineer and the Spolcane Cvunty Health District. Written
appmVal of the easements by the utality compariies must be receiVed privr~v the
sr~bmittal of the finaa plat.
3. Sewage dispasal nnethod shall be as authorizeci by the I]irector of L]ti]ities, 5pakanne
County.
4. Water service shall be coordinated through the L3irector of C]tilities, Spokane
Caunty.
5. Watez' service shatl be by an existingjPublic water supply when approved by the
Regivnal Engineer (Spokane), State Departmen[t of Heablth.
6. P-inr to filing the final p1at, the sponsar shall present eaidence that the glat lies
within the recordei service area of the water systetn prapvsed to serve the ptat.
7. Frior to filing the fitaal plat, the spansQr shal1 demvnstrate tv the satisfaction of the
Sgvkane County Health I7iscrict that an adequatc and pvtahle vrater supply is
available ta each lat of the plat.
8. A plan far vvater facilimes adequate far domestic use, d4naestic irrigativn use and
fire grr,tectian use shall be apprvvei by the water paiaveyor. Said water plar► must
havs been appmvec1 by the fiue protecdon district and rhe appropriate health
autharities. The health authvriaes, water supplier (purveyvr) and the fire protectiQn
distr;ict wiH cerbify, pzior to the filing of the final plat, on the face of said water plan
that rhe plan is in confvmiance wirh their requirements and will adequateTy satisfy
thes"r respective needs. Said water plan and ~erfi~icacian will he drafted vn a
transparency suitable for reproduction.
9. ne pur-veyar witl also certify prior to ~'~ling the ~nal plax on a copy [~f s~d water
,~lan that appmpriate cQntractua1 arrangemenrs ~tarre been made with the p1at spansvr
foF G0nStruCC1C1Yl of Til$ W$Ler SySYeffi' nn accvrdaa'ee with the appmaed plan and time
scheduie. T7ae ti.me schedule v►+ill provide, in an'y case, fcir cornpletivn of the vvater
system and inspecti6n by rhe agprapriate health authorities privr tn applicativn for
building permits withan the p1at The convwtuall arrartgernents will include a
pmvision haldirig Spokane County, Spokane Cvunry Health District and the
purveyor harmless frvm clairns by any lvtlt3°act puur+chaser refused abuilding permit
due to fOure of the plat spflnsar co satisfactorily cvmplete the appmved water
System. 10. Pri4r ta filing t➢ie final plat, the spvnsor shaU demonstrate to the satisfaction of the -
Spakane County Health l7istrict that a suitable skes for an-site sewage dispvsal
systems are available Qn all lcsts. 1
HEC Order for PE-17M-93 Page 6
IS. The proposeei plat shall be irnprvvei to tF►e standards set farth in ~ kane 2WtY
B maI' , (T ~ ~ ~ ~ ~551i7 ~ f:I' ~o'h' _'O ~ ~1 ~ a5 ~'71~riC~P,d, W 1C ~'k:Sf~Yi1f1QE1
establre~ulativns or ma s, apprvaches, drainage and fees in new
con5iructicrn.
16. T'he County Engineer has r.xamined this developmenC prvposal and has determuieci
that the impaGt of this propvsafl upon the existing cc7uraty rvad system warrants the
dedication of additicanal right-af-way arid the madway impmvements herein
5pecified.
17. nere may exist utilities, either underground or vverhead, aff'ecting the subject
prvperty, including prvperty to be dedicated or set aside for future acquisition.
Spokane Caunty assumes ner fnancial vbligaticsn for adjustments or reiacativn
regarding these uritities. A,pplicant(s) shauld check with t,he applicable urility
purveyor and the apakane Cvunry Engineer to determine whether applicant(s) vr
the utility is responsible for adjustment or relocation costs and to make
arrangements for any necessary work.
18. It does appear that Tract A and Lot 1Sutter's Adciition are in this proposed p1at, it is the
€ievelopers respvnsihility ta make the improvements ta Bolivar Rvad and 12 th Avenue,
tv meet Gvunry ~oad Standards. If they are in the p1at then the renumbering af the plat
for lots sha11 be accvxnplishei priar to fnat plat appmval.
SPOKANE COUNTY DTVTSTQN QF UTILITIES
1. Pursuant to the Board vf County Canm-iissioners Resalucian No. $0-0418, the use
of an-site sewer dispvsal systems is hereby authQrized This authvrization is
ccrnditione1 on complianr„e with all rul~s and regulativns of the Spokane Caunty
Health I]istrict and is furthier canditiDned anci subject to specific appPicarivn
a prova~ and issuance caf perrnits by the Hea.lth IJistrict.
2. e crurner(s) vr successar(s) iri interest agree to authorize the t:ounty tv place their
n n,e{s} on a petition for the farnativn of CJLID by petitivn methad pursuant tv
~~sW 36.94, which petitivn incIudes the vwner(s)' praperty; and further nvt to
t by the signing of a protest petition against the farmarivn of a LTLDI by
lt lu~on methvdp►~rsuar~t ta ~iCW Chapter 36.94 which includes tt~e awner(s)'
ey~',~QV71]EI3p tzis candi~i¢~n shall nt~t prvhibit the owmer(s) ar
esvr(s) from c~bjecting tca any assessment(s) vn the prv~ty as a result vf
rvverr~ents ca11ed for in conjunctivn witri the fvz~narion af a ULAD by either
ion ~r resvlutiota method under RCW Chapter 36,94.
3. Any water service for this project shall be pxvrrided iri accordance with the
Coordinated Water System Plan for Spokane County, as amended.
4. ch new dweIling unit shall be dflubPe-plumbed for cannrctivn to future areawide
ecdon systems.
5. A`seewer connectivn tv the future areawide sewerage systern sha]I be
"constructed. Plans and specifications for the dry sewer cannections shall be
reviewed and approved by the Utnlities Departnent.
• ` °
HEC C]rder fvr PE-T708-93 Page 5
2. Plans, p'rofiles, and crvss-sectians as designed;ta Caunty standards showing
groptsse-d street cenxerline and curb grades shali ke submitted to the County
Engineer far approval priar to construction an4vr the filing Df ea~h final plat; road
plans to be pnepared under the direction vf a li~ense~i Pre~fessional Civi1 Engineer.
3. Drainage plarm5 and design ealculativns showing the a1i,gnment Qf drainage facilities
shall be submitted to che County Enganeer for apProval prior to construefivn andltar •
the filing af the finaT plat Drainage plans to be1 prepared under the directian vf a
lrcensed Pro£essionak Civi1 Engineer.
44 Constructivn vvittain the prapvsed public streets and easernents shafl be perfonned
under the direct supervision vf a licenseri engirieerlsurveyvr, who shall fumish the
County Engirieer with "as-bui1t" pla.ns and acertificate in writing that a.ll
imprvvernents were installed to ttae lines and grades shown on the approv~
constructian plans and that a91 disturbed monu.rnents have been repiaced.
5. Na canstrcactivn ►n+vrk is to tae perfarmed w+ithiti the existing ar pmpvsed puhlic
aight-o€ way untiY a permat hasbeen issued by che County Eng-ineer. AIl work is
subject to inspectian and approval by the Cvunty Engineer.
f. All canstruGtion wxthin the existing vr propased public right-af-way is to be
cornpPeted priar to filing each final plat, or a band in the aznount estimated by the
Counry Engineer to cover the cvst vf construcdvn of improvements, construction
certification, "as-built" plans and manurnendng'the street centerlines shall be filei
with tfie Courmty Engineer.
7. Indirr'idual driveway access permits are require4 privr to issuance of a buitding
perrnat for dxivevvay apprQaches to the county rbad systern.
8. . , 'mal~v ~~~rq-g~1~+~ th v~t~~ ~ .
~
9. eMrC1_a6on-L@k5A- &eggef adita~~i~~a ~ , ~ ~ ng ; a i~ ~ ' o~, ~ • 10. Exasting caunty roads providing direct access to the plat shall be paved andlvr
curbed to 5pakane Caunty standards.
11. All publzc rraads wBthin the plat shall be designed and cvnstructe.d to Spokane
CvUnty standards.
12. The word "apFlicant" sha71 %nclude the avvner or awners of the property, his heirs,
assigns and successors.
13. Gou- ty ~~~~~.ine ie ~as A -1r~ Acc~~~~~t~nda ~ ~ ~ stnucted ~ritn pro~~sed der~el~pr.~ent: wi requ~re th ' nsta~~a~ n af
14. T'hea[:'eam~~~~eeahastdesi~a ~ d , s > >road.v~ra~►Mle ~in~rxib ~v,
L~al~cces,s~~ d~ d '`t~~` pro e l°.-9WA%-Mu -%h, aimojwAr,us[v
tkejFaPosod ent. ~ii~~add2io-nUdapPIex. i~ma~t~'}r~~
ft e_ ftasp~mt~~~gg,e froffag-RT@*&the-~u:~Ir~n~?~"Trh~-""+~-'c~r~'~a~s~~~omi~ ~u~ g
is
I
liEC Chder fvr PE-170$-93 Page 4
15. Na building perrnit wa11 be issued for any lot within the final pPat until certified by a
Washington state-licensed erag-ineer that "the water systern has becen installed
pursuant co the approWed Water Plan far the final plat," including a signed license
stamp. The certificatian may be in the form of a 1etter, but is grefe,rred to be
certified on a copy of tne Wacer Plan as a schematic map showing the "as-huilt„
water system_
1 C. Asurvey is required prior to the filing of a~'inal,plat.
17. Prior ta approval of rvad and d.rainage plans, yau are re.quired to coordinate witta
the Uaiited Sfiates Pastal Senrfce to detern-~ine type and locativn of central rrsail
delivery facilities which may include appYicabie easements for developments of
three or mare homes. 18. The Uwner shall negoriate with the Centi-a1 ValIley Schoal District and submit a
recorded copy of a voluntary+ ageement malcing provisions for public schoals prior
to finatization,and recvrding of rhfs plat. The agreernent shali provade a written
description of t.he subject proper€y tv which the agreement applies and also state the
doTlar amount and any Qther agree.d to mitigacirag rneasures.
T'he f]wner shall a]so norify auny patential purchasers who have rnade an agreement
ta purchase property cvithin said plat pursuaslt to the Revise.d Cade vfWashingcon
(58.17.205), that adequate pravis'rvns for schvol facilities must be made
conditioned on a future a,gx°eement betvveen the plattor and school district.
Woluntary agreements between the Owner and School DistriGt shall confarn to the
requirernents of the Revised Cade of Washangton Chapter $2.02.
19. The Owner shall negotiate with the Spokane County Parks T]epartment and submit a
recorded cop,y of a voluntary agzeement making provisions fvr public parks prior to
finalization and recording of this plat.. 7fie agreement shali provade a written
dmziption of the subject prvperty ta which the agreement applies and also state the
dollar amount and any other agreed to mitigating tneasures.
T'he C3wner shaU alsso nQtify any potential purchasers who have made an agreenaent
tvpurchase properxy within said plat pursuant to the Revised Code of Washington
(55.17.205), that adequate provisivns fvr parks rnust be made canditivned an a
ffature agreenzent tetween the plattvr and Spokane County Parks Aepaxtrnent.
Vvluntary agreeffients between the Owner and Spokane Craunty Parks Departnent
shall canfarrn tv the requirements of the Revised Code of Washangtvn +Chapter
$2.02.
20. Prior to fina1 plat appmval, the applxcant shall demonstrate ta the satisFaction of the
SpQkane Cvunty F'lanning Departinent that any accessory structures in excess of those
permitted 'an ttxe underFying wne harre been remoVed. -
SPClKA,NE COU113TY• DIVISY(]N OF ENGINEERXIV`G AND RQADS
X. The canditirrnal appmval of the plat is given by the Cau,nty Engin&.er'subje,ct ro
dedicativn of right-o£ way and apgroval of the mad systerrr as inciicated in the iprelim.inary plat of areevrd. ' -
i~
HEC Order for PE-170$-93 Page 3
wrixten request approxirnately forry-five {45} cays pricrr to the aboVe expirarion
date. ~
~
7. Appropriate utility easements shall be intiicated ' e~rt copies of the pr~apc~sed fnat g1at.
17Vritter~ approval o~' utility easements by app~priate utility comparlies shail he
receivei rvitln the subrnittal of the final pIat. ,
S The final plat map shall indicate hy a clear, dashed line the required yard setbacks
from aIl priVate, "Tract X" ar puh1ic roads. 'I`he dedicativn shall cantain the
fvllpwing statement:
e yard and rear yard sett~acks shall ~ detersnined at tE~e dme b~ailding permits
~~.~request~ unPess these setbacks are specifically drafted on this fin~ pIat. Tlae
s~t~ acks indicateci an this plat may be varied from if proper zoning appravals are
~ 'ained."
9. Three (3) currenc certificaees of title shaU he f"sheri to the Planning Department
priar io fi1ing the finai plaL
14. Priar tv fiTing of al1 or a partivn of the final p1at, the applicant's surveyor shall
submit one vr mare maps vutlined in red of the brea being finalized. The scaie sha11
match the apgmpriate assessoes map scale.
i
11. The final plat sha11 indicate yarT setback arc lengths on cul-d'e-sac lats which meee
or exceed the minirnum frontage of the underlying zone of the final p1at.
12. .q plan for water facilities ade.quate for dvmestiC senvice and fim protectinn shall be
approve.d by the water purveyvr, appropriEate fire protectaon district, County
Building & Safery Department and County Hea.lrth District. The agencies will
certify an the Water Plan, privr ta the ~'iling of a final plat, that the plan is in
cCJ17~ormarice W1Th theLT reSpectIV[: f7eeds 317d regUlaCiQI1$. The Water Plan and
certificativn shali br, draf'ted an a transparency sraitable for reproduction and be
signed by the plat sponsva.
13. The water purrreyor shall certify that apProFnate Gvntraccual arrangements and
schedule of unprovements have heen rnade with the ptat spansor far construetavn of
the water system in acc.ardance with the agprvueci Water Plan. The time schedule
shall prvvide fvr eompletion of the water systern and inspectivn hy the appropriate
health authorides privr w applicativn for huiTding pernaits within the final pTat. The
arrangements vr agreerraencs sIaall include a pravision. halding Spokane County and
the ptuveyor hannless fmm claims by any Pat piirchaser refused a building pemnit
due ro the failure of the subdivisivn spansvr to satisfactarily cvmplete the apprvded
water systein.
14. Thal plat de,dicarian shall cvntain the fvRowi.ng statement: '~h4 public r~ater system, pursuant to the Water, Plan appmd~ by cgunty and state
1ea~th au~arities, rhe lc~cal fire pracectivn district, ~unty Buile~u~g & iafeity
Department and water purveyor, shall be irestalled within this subdivision , arid the
ap~plicant shall provide far iridividual domestic water service as well as fire
oteccian to each lvt prior ta sale of each lvt and pr"rvr ta issuance of a building
t fvr each lot-"
~
HEC Qrder fvr FE-1't Ub -93 Page 2 ' F-
11. The owners of adjacent pands expressed neither approval nnr disagproval of the
prvpased -u se.
12. The propvsed use waPl not be detrimental tm the public health, safety, marals oa
welfare especialIy in light of the cvndiCions recommended by the reWiewing agencies.
13. The subdivision prapvsal is generally cvnsistent with RCW 58.17 and the Counry
subdivision regulations, promoting the public health, safety and general welfare in
accardance with standards established by the state and Spokane County. The
proposal as cvndirioned dces provide adequate public facilities as cited in RCW
S$. Y7.110 (2), Mvre specifically:
a. open spaces
b. dra.inage ways
c. public andl'vr private rights-af-way
d . transit
e, potable water
fi . sanitaxy wa5te disposal
g. parks attd recreativn faciLities
h . playgrounds
i. schooIs annd schooIgraunds
`1 hhe aboVe umproVements arre either existirxg facilities vr wi11 he provided by the
applicant upan finalizarian of this subdivisian as canditivned by the Committee and
kmglernented by che varivus Cvunty agencies.
C[3NDITIONS +QR C(IIEITTNGEIVCTES APFLZED TO THIS APPROVAL
1. .AU Conditions imgosed by the Hearing Exaniinex Cvmmittee shail be binding on the
"ApPlicant," which term shall include the owner or owners of the prvperty, heirs,
assigns, and successors-in-interest.
SPaKANE COTJN'T'Y PLAN1VIlYG DEPARTMENT
1. The pmposal shall cornply with the Urban Residential-3.5 (UR-3_5) and Aquifer
Sensitive Area (ASA) Overlay zones as amended.
2. The fsnal plat shall be designed substantially in canf'annance with the prel,iriir~
plat of record. Nfl increase of densiry or numher of lvts shau occur wlthaut a
change of canditivn application subm.ittal and appmVal.
3. 'ne Platuiitag Airectvrldesignee sha]I review any proposed final plat to ensure
compHance wirh these Find.ings and Conditions of Appmval.
4. A final plat naneJnunber sha11 be indicated before the final plat is ~i1ed, such
name/numher tv be approved by the Planrung Directorldesignee.
5. Appmpriate road name(s) shall be indicated.
6. arY plat as given condinonal appmVal fvr thr= (3) yeazs, 5pec11f1G3Uy t[3
NMNJX~' The applican't may request an extensiQn of time by submitting a
1
---i -
I 4 ,
AV 1 - '
SPQKANE CQUNTY
- HEARING EXAMINER Ci33MMITTEE
FMUINCifi fyFEACT,-CONStZUSI(INS A1VIl C3RjMg
T1til"TRCIDLTCTrON
This matter has came before the Hearing Exarruner Cammittee vn 7une 25, 1993,
continuei from the 7une 24, 1993 hearing. The members of the Carnmittee presenE
are Verona Svuthern, Chairpersvn, Frank Yuse and Lunell Haught.
PR[7PQ5AL '
The spansor, Wes Croshy, requests appraval of a Preliminary Plat of Sutters 2nd
Addiiivn, FE- 170$-93, to divide approximately 4 acres into 9 single farnily lots and
ane lot fvr an existing singie family aesidence.
FINDrd11GS [3F FACT AND C[7NCLTISZ(]NS -
1. The prvperty is generally located south of arid adjacerrt w 12th .Avenue apprvximately 500
feet east of Evergreen Road in the northwest 114 of Sectian 23, Tawnship 25 Narth, .
R.arage 44 E.VV.M., Sgokane CQunty, Washingtean.
2. The cvmxnittee adopts the Planni.ng Departinent Repart as a part of this record.
3. The existing land uses in the area are single farnily residences and an vrchard.
4. The progased use is comparible with existing uses in the area.
5. The Cjarnprehensive Plan designates this site as Urban. The Urban categofy is for the
Purpose of develaping a'"city-like" ez~vironment, including residential densxties of I
to 17 units per acre, ar 3.3 unzts per acre for rhis proposal.
6. The exi5dng zvning does amplement and cvnform to the Cvmprehensive Plan.
7. The Arterial Raad Plan designates 12th Avenue as a Loca1 Access Street, w'sth a
recQm.mended right of way width of 60 feet.
The existing zaning of the property descxibed in the applicativn is i]rban Residential-
3.5 {C)R-3.5), previously established as Agrieultural (A) and Singie Family
Residential (R-1) zvning in 1942 and 1978 respectively and reclassified tv Urhan
Residential-3.5 (7R-3.5) on Zanuary 1, 1991 pursuant ta the Program tv xrrsplement
the 5pokane Ccaunty Zoning Code. Pursuant to RCW 5$.17.195 the praposal does
conform to the requirements of the existing Urban Residentia1-3.5 (LTR-3.5) zone.
9. 'X'he prlavisions of RCW 43.21 C (The State Envirvnmental PvUcy Act) have been
cQmplied with and a 17eter-minativn of Nonsignificance ►vas issued. 'Ihe Comrriittee,
after iudependent review, hereby adapts the DNS.
10. The legal requirernents far public noiice laave been hlfi11ed,
_
Spokl~~~ County
Public WQrks Department
Divisan of Building & Plunning
Receipt
Receapt Nunaber: 8311 Custo»rerNumLrer
Proiects
FuIA
Froaect Nbr I►rv Nar Fee Ami Inv Amt .(]wing, PA'TD Pmt
99009037 9 $205.00 $205.fl0 - $205.00 $205.00 W-i
Tatad: ==$205:00 ,$205.00' $205.00 $205 00
Miscellaneous Items
Total PAII]: $205 00
Tender
Tvne, -C7reck- Acct Balance CC Nbr ~ Ejw Da'te T.ENDERED
Gheek1 11236
20500
Totai TENDEREI3: 20500
L7ver I (Short) $Q 00
Change $fl Ofl
Notes:
Tran bate / Time: 9127199 10 25 10 AN!
By: Chargraa
Lagoit Llser: gWendel
Station; GWENDLL
Override By:
Prrrsted: 9127199 I0:25:36AM ~ Page 1 of 1
~
s
~ -
ZDNIlNG ~I3 IAI~X7 LTSE FEES ~.J -5,~)-1~j, : S -j- G~
RECEIPT INFORMAnClN
Date: File Number: Pareel Numbea : _
Phon~e Numher:
Name• G~
L~~ ~ l
~ -
Campany Narae (i_f applicable).
Address:~' CitylStateAZip ~/,:w
FEE IlNFORMATION
ITEM I?ESCRIPTIO1V ITEd (Mu3tiplied by m (equals totai)
NQ. AMOLTNT of itefns
~e
TOTAL AiMQUiNT DUE
By: Transactivn No. °I`99 - Receipt No.
~ .
I
~
4. Why has the glat, short plat vr B5/P ttnt heen fufaIized? What h'Ia~s defayed finatizati~n/n?
J
I
5. Fs thss aphased project? Yes No 1f yes, piease corctplete the followins infortnaTion:
Na. of lots ord;inally approved. Tqv. of phases fmalizee! Eo date:
Na. of lats remainina ta be finaIized: Na. of acses remainin; co date:
LEGAL dW,N'ER SIGNATURE .
{5ignacure of ]egal owner Ar representatiaelas authonxe+d by ]egal awner)
I, 2 (Pniat name) 5V4'EAR QR AFF'IRM TH.AT
THE AB4VE RE~t7NSE5 ARE MADEtRUTNFCTLI.Y AND `fO'THE BEST [7F 1NY KNQuVL.EDGE.
T FL#RTHER 5WEAR C}R AFFIRI1+i TH.AT I AM TB3E CIWNER C7F REC0R1] C]1F THE A,REA
PRaPOSED FOR THF, ABt?VE II7ENTTFIED LANQ USE A~T`IDN, DR, IF Nf3T THE C)WNER,
ATT.4CHED HEREWITH I5 WR.ITI`EN FE3tMI55IQN FRC711+1'THE OWNER AUT}iORdZIIVG MY
.4,,CTIONS C)N HIS&MR BEHALF.
aDDREsS: Av)r PxarrrE.
cIrr: sTArE. 144- _ zrP:,~-1t 3
~ efdNATUW DATE
NOTARY
STATE DF ly`ASHfNGTQN J ss:
CDUNTY {7F SPOKANE }
SUBSCRIBEl3 AND 5WORN to before me Rhis 'f'i7 day ofJe.J/2,V, l9 9%
~
1VO1 Ai'S i .3GA7..
w.._ . . _ . ~1~~~~• _ ~-~,~~'1-.~ .
NOTARY aI(aNATd.]RE
WANaA T. CCARiC
d+lC>TARY P!J$LfC N0tar7' Pubiic fn and for the Stare of Washington
~
STATE OF WASHINGTON I{esidsng at
EXRfRE$ lANL1ARY b, 2043
My aPPointtnend expires:
aA't'E SUSViM'E17• RECIEIVFd] HY
AMDUNT AECEIVF-D kECEIPT Ns3
EXT OF'lTivTE ItEQ1WTCt5-99
PayE r of z E
,
Appkafw for Extensron of Tmm
'
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7"}0 DIWISiQM DF ~311I1l.milVG A{Yf] PLANfdlH,f,4.
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NAME QF PLATrFILE rro: 70~'
APFLICANT (NAl1+TE OF I.EGAL OWNER)• 9Nc - Ila-e-11:'6- 0SR-1.
MAILIT+lG ADDRESS: 19 -?I 7 ~ • -
CITY: STA'~'E: ZI~': ~j .
PHONE: (work) 9
24°SLv5, (hDme) 9,?-6-.5 ~ z7 (fa.Y) ~'"J .2.( -[a,z 5? -z-
IF APPLTCANT IS NOT THE OWIYER, INCLUDE WRI'I"TEN OVVIVFER AUTHCIRIZATIOIV FUR
THE HEL(7V4s OWYER'S DESIGNATED CQNTACZ' TO SERVi AS EiEPRESENTATIVE
QWNEFt'S I7E5IC,,NATED CONTACT:
MAILING AUI]RESS:
CTTY° 5TATE: ZFP:
PHONE. (work) fhvme} - (fax]
1. Has any portion of the p1aC, shqrt pfat or BSP been finalized (recvrd'ed)?
2. I4as~roposed ~inal plat, short plat 4r B5P 6een submitaed ao the 0`ivision of Bu~~ding and pla8s~s€~a?
Yes Nn Ifna, why has the plat, short pla[ or $SF' not heen finalEred?
What has been [he deIay? rC
r w r
3. What prragress has occurred: What cflnditions af approval ha+ve beenicompleted (such as survey wvork, _
improaements consmucted, departmental approvals obtained)?
hAK'~
-~..k-Alpa-.f~c "2 ,a, Mreff''w~°~2s~~
~~saR
Page S of 2 -
Appfucation fvr Extertsivn o! Tum
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""NEER
S P c~ r•T ~ C a u ~ T v
$UILDa+IG .4P1p F'LARlNIlNG A LJNLSiUiV OF Ti3E PUBE.IC 4V[]F,KS DEPARTNSEN3'
James L, Manson, C H Q, I?irectvr Gary Qberg, ~~IVED
~
MEMORANDUN1
SP[31~P~1'1~ ~UHl ~.t+lGll~~~~
TO:
Caunty Division of Engineering arcd,Raads, DeWelopment Services, Sill
Hemmings
Cc]lltlfy L71v1S10L1 0f Ut111tIe5; Infarma#ion Management, .Tim Red
County Stormwa#er Utility, 5tormwater []tiiit}+, $renda 5ims
Regponal Health District; Steve Holderby
Spokane County Fire Prvtection District No 1
Vera Water and Power Cornpany
FROM: Francine Shaw, Semior Planner ~
DATE: October 8, 1999
SUBJECT: Extensinn of Time far Short P1at PE-1708-93, Sutters 2°d Addition
The Spokarie County I3iVision of Building & Planning has received the attached request
for an Extensivn of Tirne for the aboue noted prePiminary short plat su6mitted by Wes
CrQSby. ;
Please grcrvide any cvrnments or recarnmended cortditiivns by Dctcaber 22, 1999.
wc
Enclosure
c: Wes Crasby, CHD, Ine., Owner I
~
1026 W BRpAC7WAY • SP[71CAME, WASH]'VGTfJN 99261-0050
PHDIV£: (504) 477-3575 9 FAS [509] 47747(]3 • 'i'7lT? (5a9) 477-7133 ~
~ ~
A
KITI'lt]all, SaIld]I
Frann: Hemmings, Bdl
' Sent: Manday, L7cfaber 11. 1999 10:02 AM
To: Shaw, Franane
Cc: Engelhard, Scoit, 9£imball, Sandy, 5ims, Brencia, Miller, Katherine; ❑arrell, Virginia, Davis, Tam
8&P; Harper, Pat
Subject: P-1708-93 - Time Extensian for SutEers 2nd Addition
1 D-11-99 ,
I have no objection to a time extension. I suSgest adding #he foElow9ng eonditians:
• A Prafessional Engineer, licensed 'an the State af Washingtnn, shall submit f'inal rnad and
drainage plans, a drainage regort and calculations that conforrn tn the current 1999 standards
and kaws goVerning stormwater managernent in Sp4lrane County that are in effect at the time
of applicativn for this time extension. Final drainage plans and a drainage report sha11 recei►ve
the County Engineer's acceptance privr tv release of a construction or building permit, ar
approval eaf the land action.
• The stormwater management systems and roads for this plat shall be constructed and certified
to be constructed Ln accordance with the accepted rvad and drainage plans, vr all the required
impravernents rnust be taonded for in accordance rvi#h Spokane CQUnty regulations, privr to
the recarding of the final plat. Recard drawings and all construetian dQCUmentation shall be
submitted with the proper certification statement.
• This proposed subdivisinn Qr development proposal is lacated ►vithin a drainage basin vvhich
has been identified by the Spakane +County Engineer's and Utilities ofFces as having
stormwater runnff problems. Since this proposed suhdivisinn or developrnent proposal is
affected hy or is a contributor tv stormwater flows, property owners shourd participate in the
planning and irnpiementation of a future basinwide stormwater management system. Tlie
fo11owing statement shall he placerl in the plat dedicatiun:
"The awner(s) or successvr(s) in interest agree tv jvin in any County-apprmved stormwater
managernent prograrn and to pay such rates and charges as may be fiaced through public hearings
for service or beneTt ofatained by the planning, design, canstructing, maintaining ar operation of
stormwater control facilities."
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OFF1GE OF THE SPOKANE COUNTV ENGINEER
1026 WBroadway Ave, Spokane, WA 99260-01 TD [509]477-3600 Fax (509)477-2243
i
AX
s~~;~ cou"M, "ENGINEER'S COiVDtTlONS pF APPROVAL" EXTENSIDN OF TIME
TCJ: Spokane County Planning Depart ent
FRQM: Division of Engineering & Rvads ~G r
DATE° CJctober 21, 1939
PRVJECT: SllTTERS WNO ADD
FILE PE-1108-93
Hearing Date- 06l2411993
SpQnscrrlAppiicant: UIIES CR9SBY
SectiQn Tawrrship Range- 23-25-44
Planner' FR4NCINE SHAW
Technical Reuiew Date: {0411411998 @ 2:15}
The 5poicane County Engineering Department has revieuved the above referenced application. The
followirig "Conditions Qf Approval" are submi#ted tD the 5pvkane County Planning Department for
inclusiara in #he °Findings af Fact, Concfusivns and QrderIDecision" should the request be approved.
t A Professiona4 Engineer, licensed in the State of VIlashmgton, shall srabmit fnal road and draEnage
plans, a drainage repart and calcu1ativns that conform #olthe current 1999 standards and laws
governing stormwater management in Spvkane County that are in effeci at the time of app9icativn
for this time extension. Final drainage plans and a drainage report shall receive the County
Engineer's acceptance preor to release af a constructiun ar buifding permit, car appraval af tht; land
actdQn.
z The stormwater management sy+stems and roads for this[plat shall be constructed and certified ta
be constructed sn accvrdance with the accepted raad and drainage plans, or all the required
improvements must be bvnded far in accordance with Spokane County regulations, prior to the
recarding of the fna6 pfat. Record drawings and all constructian dacumentation shall be
submitted with the prQper certEfica#ivn statement.
3. This proposed subdivision or develvpment prvpasal is lacated w9thin a drainage basin wh sch has
beert identifed by the 5pvkane County Engrneer"s and U4ilities offices as having starmwater
runofF prob lems. 5ince this proposed subdivision ar dev~lapment prapasal is affected by or is a
cantrib~ator ta stQrmwater tlvws, property owraers should ~articipate in the planning and
implementation o# a frature basinwEde stvrmwater management system. Ti he fo9lowing statement
shall be placed in the pla# dedication:
"The awner(s) ar successor{s} in interest agree to jven in any CauntY°apPrvved stormwater
management program and ta pay such rates and cl~jarges as may be fsxed thrvugh pubfic
hearings for service or benefit obtained by the pfanning, design, constructing, maintaini~g or
operatiorr of sform►rrater cvntral facelrties."
CC. ApgJ.xcant ¢App7.xcantNameA
Ersgineer/SurvBy❑r aEnganO@rLookiJpa
Pianner «BuildiaagPlanningCQntact*
I
I I .
. ~ II
REVTEW CRITEIiTA FaR EXTiENST(JNS OF T71VIE
i
12-740.I18 Extensions of Time ;
i
Arr application form and suppartinb data For time extenslon ret{uests must be suhrnitted to the
Darector at Peast thirty (30) days prior to the expiratian of the preIisniriary plat, shart plat, ar
bLnctin~ site plan
`I'he Director may admLaiistratively approve an e-Ktensivn provided there are no szgnificant
changed conciitrons wh3ch would render Fi-ling of the plit or binding site plan c4ntrary ta the
publie health, saFety ar general rvetfare, and further proI ,~ided one or mare a€ the follvwin~
cgreuz~.stanees ~s fsund to aPply
I) 1 hat sorne portian of the exishrto, prelunzna ,ry subdivtsion ar bindtrkg s:te p]ara has '
been finahzed sLnce the project was approved and the rernainzng lvts wouId form a
unifsed detireloprnent corLSistent wgth the original approval,
2} That the prel.iminary subciivi.stort, short subdiuision, or farzidu-sg site pian remainc
crenerally fionsistent wittz origuzal ptat or binki-ng site p[an that was approvecI, and
the spansor has taken substantaI steps toward funall-zing the piat or binding site pdan,
ivhich shaII LncPude ane, but Ls nat lfmited tai the FatIowang
a. surveying the lots within the deveIopment,
b arrangirag For pubhc servpces tv the srte,
C ohtauung necessary finazacing for all or a pottion of the prelaminary
subdivision, sh4rt suladivision, ar bin!ding site p1an,
d the eompletron of st-udies or ather requirements which were part of
prebrninary subdivuion, short subdi%,ision, or bindLao, site plan approval,
3) Thak at the trme preliminary approvaI was grt'tnted, developmenk of the proposal was
cvnditioneci upari the extensian vF gublic servitces which are not yet avai[able ThLs
provuion shall nQt apply ta pubite uhfity extensiorLs whach the praJect sposisor wouId
narmally fund
4) That admuzistratrve delays have caused the inlibilxty of the applicant to finaPLze the
plat w•iLam the five (5) year hme penod ~
4
~
i'ravicied one of the above circunlstances is founcf tp appfy;, the Dirertor rnay gran# one three (3)
year tizne exterLSion khat may incIude any acldFtiona1 or altered condition.s and requFrernents
recornmended by aFFeeted aaencies Any tsme extensian gy,anted as a result af admvustratz,e
deZays are not subject to additional or altered conc-Pitans and requsrements. AdditivnaZ one (1}
year time eYtensFons may be granteci by the Director beyorici the u-ukial three (3) year extension
Prior tea grant3no, hme extensaons, the Directcar sh31l czrcuIate the tanie extension request to
aFfected agencies For eornnlents I
The Dzrertor shall issUe a svrstten [fecisiori approving ar cienyin~ the ~me e~ctenstan request anr~
prauide copfes to affecEed agencies, the apptirant. and ttiose parbes reqvestxng a capy of sUrh
decLszon Appeals of a hme exten5ton shaII be ftded consisterit with the provision5 of Sectrpn
12 100_126 of thzs chapter ~
!
4. Why has the plat, short pPat or BSP not been finalized? What has delayed f nalization7
r F /
r~ !~r`i~•~G7 r ~i4Jrv~. ~I~ r.a s~r~,,~,.~~ e• cr r-- -J
l~~1 ~l71 ~ A a~J I t'9 ~-I
~
5 Is this a phased proi Yes IN ❑ ~V If Yes, please complete the following infarmation
No of iQts oriQi«ally apprqved No of phases finalzaed ro date- ~
Na of lois remaining to be ~tnaiized: I~ No. af acres remainanQ to date
T.EGAL OGVitifER 5IGN.~F'LIRE
($lgna[ure of legaf owRer Or represgntaiive as authorized by IeaaI owner]
1, C;~~~r 1~ S.~i~ III1~~[ tpri nt name} SWE A R OR A,FFIPCM THA7'
THE A'6QVE RF-SP(OiV5E5 ARE Mr''{DE 7Rt1-~iFtILLY ANIJ TD 7'FfE BEST QF MY KNOWL.EDGE
I FURTHER 5WE.AP, OR AFF€RNi THAT [ AiM THE C]WNER dF RECORi7 OF THF, AREA
PROPOSED FOR TE[E ABL3VE [L7ENTIFlED LAND U5E .ACTION, QR, IF NOT THE OWNER,
AT'TACHEIL?? H£REWITH I5 WR[T7EN PERiM15SION FROM Tf-IE OWN"ER AUTHORIZ1NG iv1Y
,4CTdONS C7N I-[ISlHER. BEHALF
AQDR-E55 P H 0 N E•
CITY 51'ATE. ~ ZIF -~7'-~'i ] r 3
474~ lgp
~
~~~~E
NaTARv
5TATE QF GuA5H1NGT'ON ] ss ~
COLINTY OF SPQKf1NE
SUSSCRIBE N to before rrie this day of'~O+ ,2000
S.
Jp
~p~~ ! L:.~
~ o
' ;~OTARt siGN,aTuRE
a -
~UBLLC ^ Nntary Pu61ic in and for the Stat~e of Washin~ran
115'~ Residina at 5,oe) ~CCiv-
My appointment expires 16
I]ATE SUF3tifFTTF17 RrCEfF1EI? BY
AHiOUk'T RECEfVCf] fiCCF:iPT ND k
EX"i" f7f' `fll1E APPAV°I'Clkev 51300
Page 2 of 2
Apphcatwn #or Exiensmn c[ 7ime
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- oo
, - _ - -
- A PPLlCATION"l"
"fC)R-'. , .
~XTENStON OF TtME--
~
~ IIII IIII ill {]IVISlC7i+F C}F PLANNING
SPOKAN£ ~OUNM ~
r~AiViE OF pz..ATrFiLE iNa Scr 4,7,o
PARcEL N0 P.Af
AFPL[CANT (NA4iE DF LEGAL 0 WNER)
MAILINc AD❑PLEss ~ 96-,<-/-Vw-7
c tTY STAr E z I p.
-
PHQNE L'{tvork} {hvrrie}
1F APPLICANT IS \Q`l' THE C)WNER, IiVCLUI?E WitIT'T'Ei'V 'QWNER ALITHORI2ATJON FC3R
THE BELOW OvYiV'ER'S DESZGNATEll CC}N'J ACT TC] SERVE AS REPRESENTATIVE
C]WNER'S C7E51GNCATE37 CONTACT i
MAILNG ADQFZESS
CITY $7'A7E: zIF'.
PHONE (iNork) ftia►ne) (fiax)
t. Has any pvrtioil of [he plat, shon plat pr BSF' heen f-inaIized (recorded)?
2. Nas a rc~posed ina2 plat, shon plat ar BSP been sularnitted to the I~ivision of 8uilding and Flanry~n0
Yes ~ No Tf na, why has the plat, shvrt plat or B5I'rivt been finalized?
Whak has bcen the delav?
;
,
3. LVhat proaress has occurred UAhat conditions af approval have heen eampleted (such as survey ork;
improvemer►ts constructed, departmentat approvals abtained)'?
~{~-tl r•~--~ ~~c. ~ , c~ , .
(
Page 9 ot 2 - Appl=lion Par Lxfensran Qf Tome
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i S P C] K A N E _ _ C C] -uy N T Y
DnArSIoN OF Pi.MVN1rrc A QfVfSION [3F 7'HE IsUBLiC WC}IiKS 17F3ARTiviEtdT
P.IIiCT iAEL V. NEEDHAM, DIRECCDR GARY 013ERG, L}1REC`FQR
MEM[]RANF3UM
~
TO: ~0, N , isi~n rr ' np i~nee- ri g.: g a~nd ranspoja~t~i'vn
c~~t En,g;e,iih~r~, c~~'v ~ ~a~►y ~ira~b:aif~l -
Diuision of Engineering and Roads, i]cvelopznent Services. Bill Hemmings
Division of Utalities; Information Services, ,lii7z Red
Division of Utilities, Scormwater Utility, Brenda Sims
Spokane Regional Health District, Steve Holderby
Spokane Count}= Fire District No. I
Vera Waier and Power
FR[]M: James Richarcison. Associate Planner
DATE: October 3, 2000
'
RF: Fropased Extension caf Time for Sutters Seconci Addxtivn
PE-170$-0Q
Enclased find a copy of lhe application for an extension af time for eglat atCers
Second Addatitrn. Flease review arad forward airy ccamments ta me
PIease Incflude the follawing:
1) QPJGINAL CONDiTI(JNS fio be rcinstated as -vvritten;
REVISEI~ CONDITIQNS intended to replace or madify orinal conditians,
3} NEW CC3NDITICJNS based upon recited flrdinance changes adopted
subsequent fia prelimiraary plat approWal {7Line ?S, 1993).
If yoit have any questions yau rnay cantact me at 477-7 ] 5$.
Cc. Wes Crasby - C.H.L}., Tnc., P.O. Box 13717; Spokane, WA 98213
MeI Ta9,rar-t, 2128 Narth Pines Road, #d 5-17, Spo~:anc, WA 99206
~
i
1026 W BuaAQwnY • SPOxANE, wAsNrNG-l'o,v 99250-0220
Pt-iDNE• (509) 477-7200 • FAx (509) 477-22+13 9 1 'JL7 (504) 477-7133
Page I '
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OFFlCE C3F THE SPC)KANE GQUNTY ENGiNEER
`1026 W BrQadway Ave, 5pokane, WA 99260-01 T6 (509)477-3600 Fax (509)477-2243
~
"ENGINEER'S CONaITiC]N5 nF APPROVAL" EXTENSION OF T[ME
TO: Spokane Gaunty Planning Department
FR[JM: ❑iWision of Engineering & Roads s',--T,-n
❑ATE: ❑ctober 11, 2000 ~ i
PRoJEcT: suTTERs wNo Aoo ;
F1LE PE-1108-93 ~
;
Review date: 1012412000 '
,
SponsorlApplicant: WE5 G'R45BY '
Section Tvwnship Range: 23-25-44
Plarrner: FRANCINE SHAW '
Hearing ❑ate: (06124l1993 ) Technical Review Date: (0411411998 c]r 2: 15) ,
The 5pokane Cvunty Engineering Departraaent has reviewetl the abave referenced applicatiorr. The
fallawing "Conditions vf Approval" are submitted to the Spokane County PEanning Depar#ment fvr
inclusion in the "Findings af Fact, Conclusions and C]rderlaecision" shauld the request be approved.
. >
1. The Spakane County Engineer has reviewed the jexfension of time and has no additional
camments ar canditions to submit at this time. All previous County Engineering Conditions ❑f
Approval are still applicable. .
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END ,
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CC Applicant WES CRDSBY '
EngrneerlSurveyor
Planner FRANGINE SHAW
~
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RECEIPT Date 1~~I l
eceiV.F.d From 1 r .,T~} i 7 I L"" 2 sJ
; Addr
5 ~ z~
. d~`~/r~G
For ~ P
, - Qorlars ~3,/)---
~ ACcoUNr
A~r vF + ~Qlv PAfb - ~
~ OUW CASH
NWT FAlo CPiEC1C + ~J ~ . .
~ ~ - aAtANCE ~ .
~ e^ L~
• IIUE MOhlEY
Wen$ REUFORM ' CeRtR 8Y =
~
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I
litIELVIN TAGGART 2530
IQ pL 53G•3[l-1585 1241
5472 NG11Y. 95 876-0555 214134222
~f
P[]TLATCH, !0 83855 r~- /0, 19! (a
PkY TQ THE ~y
4SCIER 0 ~0tl L CJC/ 024 1 $ 3L1 S-0
t
f]QLlARS
iteyBank o1 Idahv r
~ Troy, Idahv 83871 2 '(,F ~S
~
MEUa ~ -
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L-IV
1:12410i5551:2L '13422 2 u■ 2530
TAGG►4RT ENGINEERINLi & S'IJRVEYING
L9censed. Suite 17-15 Idaha C3ffice:
Washingtan - 1963 N. 2128 Pmes Raad Rt. 2Bax 22
' Idaha - 1968 5pokane, WA199206 Potlatch, ID 83855
1-800-637-3074-NATIOIVP1L 1-509-924-0993 1-208-875-0555
~i
I3ecember 10, 1996
RECE1VED
RBYl31d C. HGrIfIaIlr PE
Spf]kan4 COUIIty EI1g1f7eeY ° D~C I
DiV15iOI1 pf Pt1b1iC WQr}{S ~
Sgokane County Publ ic Wgrks Building sPaKaNE cOuNrr Er~~IN~EVI
West 1026 Sroadway Avenue
Spokarse, washa.ngtan 99260
Subject: Sutter',s SecQnd Add„ition
PE 1708°93
Dear Mr. Horman:
Encl osed is an appl icaticrn, for a design review ❑f Sutter's 2nd
Addition, PE 17(}8-93, Et would 1ve appreciated if this request were
approved so that smal lerr ponds eould be used to store water for
208 storage and treatrnent. Enclpsed is a ccrpy of the 208 ponds
and culvert lflcation. The south porad wi,ll be enflarged to treat
the water it receives and add a dry wel, l to i t. There wi 11 be no
piping to the north pond from the southerre pand.
The south cu1Vert is expected to pass a maxa.mum vf .55 CFS
for a 10 year intensity rain. The nerth cul+vert is expected
to pass .35 CFS for a 1[} year intensity,' rain,
~
Mr. Ed Perry, PE states zn his glan revi.ew that there is a
grade Zess than ,5% in the curka Yine. T do not know where tnis
is lacated. There was a drafting error ara 12th A►renue that had a
grade less than .5% shawra t❑ a curb cut. The elevations en either
side did not compute to the 1 ess than .'S% however. I f there is ane
that rneeds a desi.gn review. I would appr~-ciate it being reviewed at
this time alsa. Mr. Perry wants grade$ shQwn on the work sFaeet
between stations. Do yau have a new work sheet that provides
fvr grades between statiflns alang the curb? Mr. Perry was nnt
a~ail abi e thi,s m4rning.
Yaur help in tYris matter is appreciated,. A check for $30 is
enclosed to caver the cast af the revie~w.
Very tYtl~y yD11rs,
cr~5 ~
'+r~ ~
Mel t7in Taggart, PE & PLS
,
Fx 1 e : +Crosby-Statter' s 2nd ~ -
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1350 Flow in Pipes and Channels Sec
4 13 pct, 1S Transportation of Sediment 1351 ~
~
(bliami Conservancy District Tethnical Reporta, Part III, Dayton, 0' gh
1917) have developed the following (ormula [or the hydrnnlic jump whicn 0e~aes of Deseent of ccrtain fine matecials thtou still water are:~I
m close accord with t6e ezperimental results: t Veloci ;
Materials tL per aee.
Let di = depth o( water above jump' • ~ Bdck clny (mixed with watcr and allowed to aettle hulf nn hour).... 0.009 !
' Fra6-watu sand 0.166
. d: = depth of watcr below jump; $ea asnd 0.196
V1 = velocity of s[ream before jump occurs. gounded pebbla (sue of pms) 1.000
di _ Jd~= 2 V~= d~ ~e heacis coaesponding to these veloeities, h,, mny be takea to measure the ?
. d= ~ 2+.\~ 4+ g smoant of pressure head hy acting upward that is necessary to keep them ia .
i • Waves. When the water in a stream ~on• If the change of velocity in any vertical is such ns to cause the ~
i passes under or over some obstructiua cuess of hy at the lowcr 1evc1 over that next above to be equal to or greater
and is then thrown upward, a standing wave is produced. When a stream o!
, hig6 velocity dischnrges into a large body of water moving with n sloce ~~e h° °ntamed above for the particulnr material, there will be no deposi-
tioa. As the rate of change of velocity is greatest near the bottom, the great- ' i
• velotity, the curve of heading up does not always extend back til
l it reac6a est amount ot suspended matter will be found in thnt region, because material -
the free surface of the water, but ends abruptly at the point of change af 'which may settle through the upper layers will have its descent stopped by
velocity and a standing wave may be there procluced. Under these coadi- tye more rapidly inaeasing pressures.
} tions very little of the vdoaty head is converted into head of elevation, bat
~ is nbsorbed in impact and wave formation. J'!1e 8ow of groun~i water into a river througL ita bed aids in suspension by giving an j
~ opward velacity to the water near the bottom; aad obstrucuons in the bottom which f
Nhirls, eddia, nnd wava all indicate a uselas eapenditare o( force and arelle dkut ~e cuff ent upward nid in awpension tempornrl,v; but the muin tnctor in the
, to cause mage to banks and bed. Where a minimum of loss of Aead 'u dpired tEq riai°'on of suspended matter is the incrmse o[ pressure fram point lo point oo a
should be as far aa possible eliminated, whic6 may usually be nccomplished bq smootb ~firdw as the velocity decreasa. Nhearver due to n disturbance of any sort the
ing tLe chnanel and removing abrupt changq of sectian. ~`Utionpu in % vertical are equa!ized, the prasurn baome equalittd nlsofnd the -
'~aataial depnita.
Phenomena of ScoLr, in the Gue of beds along which the water passes
18. '1raIISp01't.1L10II 01 $CilpIDeIIt ~tially, are also due to diHerenas of pressure causcd by variations of
' j. Sedimerit can be transported by a stzeam in two ways: By beicg dragged h~• The velodty in the semi-fluid layers of sediment next the bottom
ur rolled along the bottom, or by being carried along in suspeasion. 1'he r ~stivdy very low, whereas that in the watcc just above may be consider-
~ weight of panicles mhich will be dragged or rolled along by a scream u sup. The pressure in the water is then less than that in the saturated
posed vary ns the sixth power of the velodty. The experimental dnta and the eacesg in the_latter_lif~ the_particles of it up into the current
usualli quoted to determine the velocity at which tlitferent ma[edals ate e velodty of L6e latter is ruluced to a point whae equilibrium is estab-
~ moved-were made be[ore ihe beginning of the lust century. Tbese wit6 some °r else aU the loose materials are cazried away, and in either cnse the
more added since by various observers gave a limiting bottom vdocity for
i' atability of matetial as tollows: TDe proportio¢ of silt in various wnters, in parb Da 100 000 bq weight, ia as
Hottom velxity, ~ the amounts for the Rhine, Vistula, and Rhone being very acceptiooal.
bSaterial [t. per eec. NuustiDPl, near mouth, in Bood .
E~ f
Soft eartL 0.25 7fissmiPDi, near mouth,ordinary 67
" Soft cla _
Y. . . 0.50 PPi, above Ohio, ordinary . . . . . . 20 to 30
Sand................................................... 1.00 ' dlio.st Lowsvdle,ordinary 35
Grevel 2.00 at Cinnanati,ordinary 23 ~
Srn pebblo (l 06 !n. in diameter) 4.20 ~edheay, at Pittsburgh, ordinary 5 . t
~ ' '
~ Brickbata(4.76 cu.io.) 2.25 W 4 lMalor riven m Dlino
.50 ~ ~s.ordinuY.......................... 1 to 8
560 to 1620 •
~ Slate (9.06 cu.in.) 2.7 S to 3.00 do,st at Yumn, Yuma, flood, Javerngenn., 191nnnual6 . 2990
1'Abnd ~
2990
~ Broken stone 4 00 o ' .
e. Germany,in flood....... . . 1000 +
~ Observations made in Inclia show that for any section of ehannel and eharader 1'htnia, Gvmaay, in 8nod 2000
a~ of ailt there is a certnin eritieal velocity v■ at which silt is neither picRed up aar Holland, ord;eary to Aood 1 to 30 ~
deposited. If the vclocity is inaeased, scous.results; und if it is deaeasod. a+°nbe. Au+tria, ardinary 33 '
a silting xeurs. Tb's critical velocity is (ound to de{xnd upon the depth tod Pmoce, in 8aod 2000 t
~ to be ' en b the 64 I~a1Y.infiood 330
6N Y equation v~ = md where d is the depth of the cha~nd
aad m FM.pt, in Ftood I50 ~
i~ a coe~dent whose values are given as [ollows: a, Indta, in flood... . 130 to 800 J
For fine IiF6t sandy eilt of narthern Tndia, rn v082 Icdia,in flood 420
For someu•hnt rnarser light snody silt, rr = 0.90 ' y
i, i6ttej. IQdia, in flood . 300 to 900 ,
.
For n sandy loam, m- 0.99 ka. canal, Indis, in flood 3000
For a rat6er toarsc eilt, ua dEbrie of hard soils, m= 1 07 m'ae, avernge for year 61 L
1 China, nnrmnl.... . . 400
~ The silt-transporting power of n strcam is said to vary as o=.66. (K~~' ~
Proc. Inst. C. E. l:hina, avvnge floal 6500
, 189~-5, vol. 119.) C6Ina, hi;h flood 9000 to*f9O0
k ~
e
~ - - - - - ' ~ - - -
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S F' Cl K A N E
DEFAATA4EiV'[° OF 13[3ILL7TIVG APr1C] PLANNSIVG • A DiVLSI[)h1 f3F 31-IE P9JBLIC LA10RK5 DEPARTMENT
]a6mF5 T... 14iA Fti[Sc3N, C.B 0. DfRECTOA ❑ENNiS M SCCaTF. I' E., IJIRECTOI{
MEN$QRANDUM
, TC):
Spokane County Divisian vf LTtilities
Spokane County Health DistricC
Spokane Caunty Didision af Buildings
Spokane Caunty Fire Proiection T]istrict #1
Vera Water District
Central Valley SchaQl District
Spokane County Air Pollutivn Cantrvl Authority ~
FR(3M: John Pederson, 5enior Planner~
DATE: Tune 28, 1996 ~
SLTB]ECT: Extension of Time For Sutfier's Second Addition, PE-17fl8-93
The Spokane County Division vf Building and ~lanning has receiued the attached request for arb
Extensian of Time to f nalize the preliminar-y plat of Sutter's 5ecand Additian, PE- 1748=93.
If yau have cvmments on the prapased extensivn or believe additianaZ conditivns should be
made a part af the preliminary plat appraval, please forward cvmrnents John Federsvn by
JuIy 12,1996.
'I'hank ycau. .
c: C.H. I7, Inc., cla Wes Crvshy, PO Box 13717, Spakane, V++'A 99213
Taggart Engineering 8c Suzweying, N 2128 Pines Rd, Suite 17-15, Spokane, Wa 99206
enc.
~
LAA-FN i 76893.ME1VIfi12~~6 WEST BxaAFWAY A~ENvF • SrnKANE. wAIgNG'roN 99264
SUrzorNc PxoNE (549} 456-3G7S • 1FAx (50~ )45G-47Q3
P[NatvNstac 1'HONE (509)456-2205 • FAx (50>)a56-zz43
TDL►: (509) 324-3166
'
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o~~ ~ ~F TwE COUNTY ENGr NEER
SF'Ok.:A14E COUIVTY, WASHINGTC3N
7 uly 3, 19'36
TC]e 5POKANF COUNTY PLANN3NG I7EPARTMENT (plarrent Planning
Administ rator )
FRCJh1: aPCJKAIVE COUNTY ENGINEER (3c37 ~A
5!_.lEs,3c E7CTENSION QF TIMEr PE 170e-9315a.dtter' s ;?nd Addition
Y'ee Sf_1bdi V Y51j_rll5
The Cuianty Ea-sqineer Fras reviewed tl`,e extenszon of tgme and fias no
additinr~al ccQmments to add other than th~.~se cnndit.ziDr~s of rec-Drd as
as amended.
I
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15. The fina] plat dedicataon shall contain the fallowing statement: "The public water
system,_pursuant ta the water glan approveci by .County and 5tate health authvrities,
the 1ocal firre prQtection disteict, County Budding and Safety Department, and water
ptirveyor, sha1P 6e installad within this sundivisi6n and the applicant sball provide
far individual domestiG water service a.s well as fire prvxection to each lot privr to
sale of each 1ot and pric,r ta issuance of a buildifig pernut for each 1ox."
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SPOKANE COUNTY DIVTSI(}N i]F BUTLDI1';~iGS
1. T'he applicant sha111 ocntact the Dhvision of Buildings at the arlieast possible stage in
order tv be informend of cvde requirements admansteredJenforceci as autyharized by the
State Buildings Cade Acc. DeSign~r'developmrent cvncems include: ~RE APPARATUS
ACCESS RC]ADS; FIRE HYURANT/FLQW; ,~PFR,C]VED WA'IF-R S°YSTEIviSN;
BT]TLUTNG AC(:ESSTBlLITY; CGtiNS'TRUCITCJN TYPE; OCGUPAhFCY
CLASSIFTCATIC]N; EXI'T'INCi; EXTERIJIt WALL PROTEC-nClN; AN7 ENERGY
COI7E RECiIJLATTpNS.
SPOKANE ~OU1VTY AZR P[3LLiJTIaN Cf_}NTROL AUTHQRrTY
1. All air pollutian regulativns rnust kae met. 2. Air pvldution regulations require ttaat dust euussions during demolidvn, evnstruGtion
and excavation prajects be controtleci. T'his rnay require use of water sprays, tarps,
sprink.lers vr suspensian of activi.ty during certain weather conditians. Haul raads
shau1d be treated, and emissions fi-orn the transfer of earthen material rnust be
canirolled, as well as emissions fram a91 other canswction-related activities.
3. Al1 traveled srarfaces (ingress, egress, parking areas, access aoads) musc be paved
and kept clean.
4. Measures must be taken ta avoid the deposition of ciYrt and mud from unpavei
surfaces anto paved surfaces. If tracldng ar spiMs occur on pave.d surfaces,
aneaswes nnust be taken irnrnediately ta clean these surfaees.
5. T]ebris generated as a reseult of this prvject rnust be disposed of by menas rather
than nurning (ie constniction waste, etc.).
6. A1Z salid fuel burnrning deaices (w€od stoves, pellet scoVes, etc...) must cvmply with
local, state, and federal rules and regulativns.
CE1VTIiAL VALLEI' SCHODL aISTI2ICT # 356
1. See Pla€tning Department condzrion No 1$
DEPAR'T'1VIENT C}F PARKS, RECREATTON AND FA1R
1. See Plannxng Departmerat canditian Nv. 19
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6193 BEC Staff Report for PN-170$-93 Page 137
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4. Water service shall be coordinated through the Directvr of Udlities, Spokane
Caunty,
5. Water senaice shall be by an existingpublic water supply when approved by the
Regiona1 Engineer (Spokane), State Department of Health.
6. Prior to filing the finai plat, the sponsor sha11 present ewiderace that the plat lies
withan the recorded serVice area of the water sy~tem proposeti tv serve the plat.
7. Priar to filing the final p1at, the sponsor shalt detnvnstrate to the satisfaetion of the
Spokane Caunty Health District that an adequate and potable water supply is
aVailable tv each lcrt of the plat.
8. Ap1an far water facilitie5 adequate fvr domestic, use, domestie imigaticrn use a.nd
fire prvtection use shall be approved by the water purveyor. Said water plan must
have been appro►red by rhe fire prvtectian district and the appmpriate heaith
authorataes. The health authoritaes, water supplier (purveyor) and the fire protectian
district will cerrify, priar to the ~'iling of the fzna7, plat, on rhe face of saud water p1an
that the plan is in confo-rrnance with their requirements and will adequateiy satisfy
their respe.crive needs. Said water plan and cercif"ication wi]1 he drafted on a
transparency suitable fvr reprodactivn.
9. The pu.rveyor wi11 aiso certify prior to filing the final plat on a copy of said water
pla.n that appropriate contmccual arrangements haVe been rraade with the plat spansvr
for cvnstraction of the water sy5tem, in accvrdarrce with the approved plan azad time
scheduxe. 'The time sehedule will prvvide, in an,y case, far completion of the water
system and iraspectivn by the appropriate heaTth authoaities prior tsa applicatian fvr
building perrnat5 wiThin the plaL The cantr-actual arrangements will include a
proviszan hvlding Spokane County, Spokane Counry Health District and the
puzveyor harmless fram clairns by any lotl~'[~-act purchaser refused a huilding perrzzit
due to fOure of the plat spansor tv satisfactorily complete the approved vvater
system.
Tfl. Priar ta filing the final plat, the sponsor shall deinanstrate tv the satisfaetion of the
Spakane County Healrh Distfict chat a suitable s'ites for an-site scwage d.ispasal
systems areavailahle on all Iats.
`11. Prior to filing the finai p1at, the sponsvr shall demanstrate tv the satisfactian of the
5pvkane County Healtta Distcict t}aat the existing on-site sewage disposal syscem
serving the residence located ern lot 10 as w'hally located within the boundaries of
the lot nr relneate the drainfieId so that it xs entirely within the lat.
12. Subject to specific apgla~ation approval and issuance of permits by the health
officer, the use of indivadual on-site sewage disposal systems may be authorized.
13. The dedicatory language of the plat will state: "Subject tv specific applicativn approwa] and isssaance of pernv,ts by rhe Health Off'ieer, the use of individual vn-site
sewage systems may be anttaorized."
14. The dedicatory laraguage on rhe plat shall state: '"'Use of priuate we11s and water
SySteinS i5 prahibiked." ,
6I93 BEC Staff Repart for PN-1708-93 ~ Fage 136
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rhe utility is responsible for adjustment or relocation costs and to make
azrangements for any necessarry work.
18. It does appear that Tract A and Lat 1Sutter's Adciition ar in this proposed plat, it is hte
developers responsibility to rnake the imgrvvements to Bvhvar Rvad and 12 th Avenue,
to meet County Rvad Standards. If they are in the plat then the renumbering vf the plat
for lats shall be accomplisheci prior ta final plat approval.
SPOKAI~E C(][]N'TY DX'VISION []F U7'ILTTTES
1. Pursuant to the Bvard af Caunty Cornmissivners Resalutivn Na. 80-04 18, the use
vf on-site sewer dispasal systems is hereby authorized. This authofization is
cvnditivnui on compliance with a11 ru1es and regulations af the Spokane Gaunty
]Health I7istrict and is further conditioned and subject to specific applrcation
appraval arad issuance af permits by the Hea1th District.
2. The owner(s) ar successvr(s) in intere,st agree tcr authorize the Counry tv place their
name(s) on a pefition for the forrnarion af LJLD7 by petition rnethvd pursuant to
ACW 36.94, which petitivn includes ihe owner(s)' property; and funher not tQ
vbject by the signing of a protest petitivn against the formatinn of a C3LID by
resolUtivn method purswant tQ R.CW +Chapter 36.94 which includes the owner(s)'
propertj'• FRaVIDED, this cvndition shall nvt ~,prahibit the owner(s) or
successvr(s) frvm abjecting tv any assessment(s) an the property as a result af
imprvvements ca11ed for in conjuncavn with the fomnativn of a LTLID by either
petition ar resolutian method under RCW Chapcer 36.94.
3. Any water service for this project shall be praVided in accordance wirh tha
Coordinated Water 5ystem Plan for 5pvkane Clounty, as amended.
4. Each new dwelAing unit sha11 he double-plurribed for cannection ta £uture areawide
Gollectivn systerns.
5. A dry sewer conneetivn ta the futare areawide sewerage system shall be cansauctel. Pla,ns and sgecificatians for the dy sewear cannection shall be
reviewed and apprvved by the LjtFlities Depariment
SPOKANE COUNTY HEALTH DTSTRICT
r. 'xhe fina1 plat shaU he designed as indicateci on the preliminary plat of recvrd andlor
any at#ached sheets as noted.
2. Apprvpriate utality ea,sements shall be iradicated an copies vf t,he preliminary plat af
record for distributian by the PIanning Uepartazaent tv the utilxry Cornpanies,
Spokane Gounty Engineer and the Spolcane County Health District. Wratten
appToval af the easernents by the utility companies mustbe received grioT ta the
submitta.l of the firaal plat.
3. Sewage dispcasal method sha11 be as authcsrizel by the Director af iJtilities, Spvkane
County.
R
61'93 BEC Staff Repart for F"N-170$-93 Page 135
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5. Na constrisctian work is to be perfarmed withirn the e-xisting vr prvpvsed guhlic
righr-of way untsl a pennit has tSeen issued by the County Engineer. All work is
subject io inspecfion and approval by the County Engineer.
6. All canstructiara within the euisting or progosed puhlic right-of-way is to be
completed prior to filing each final plat, vr a band in the aarnpunt esti,mate.d by the
County Eragineer tv cover the cast of construcrivn of imprcavements, construcrion
certificafian, " as-huilt" plans and manumenring,the street centerpines sha1i be filed
Fvich the Cvunty Engineer.
7. Tndividual driveway access perrnits are rre~quired priflr ta issuance of a building
perrnit fvr driweway agproaches ta the cvunty road system.
8. I3edicarian of 10 feet of additianal right-of-way; alorag 12 th Awenue is required..
9. Dedication of 50 feet of additiflnal right-vf-vvay along BaliVar Rvad is required.
10. Exasting c[aunty roads providing di.rect access to the plac shall be paved andlor
curbed ta 5pokane Caunt}r siandards.
11. All public roads within the plat shall be designeci and cvnstructed to Spvkane
Cvunty standards.
12. The woxd "applicant" shall ialclude the ownex or vwners of the groperty, his heirs,
assigns and successvxs.
13. T'he Counry Erigineer has designated Typical Roadway Secdon Number'I'wv,
Local Access standard fQr the imprvvement of Bvlivar Rvad, which is ta te
constxucted within rhe praposed development. This wili require rhe installation of
36 feec of asphalL The cvnsti-uctian of curbing is alse required.
14. The County Engineer has designated Typical Ftvadway Section Number Two,
Loca1 Access standard for the impmvement of 12 th Avenue, which is adjacent co
the praposed develapment. Tlis wi11 require the additian of approxizraately 8-10
feet of asphalt along the frontage of the development. The construction of curbing
is also requfred.
15. 7'he progosed pTat shall be improved ta the standards set forth in Spvkane Caunty
Board of Commissioners Resalution N4. $0-15192, as mneraded, which resalutivn
establishes regulatians far mads, approaches, diainage a.nd fees an new
cvnstrructian.
1+5. The Counry Engineer has examined this deuelopment proposaI and has deteEmined
rhae the irnpact of this prcapasal upan the exiszing county road systern warrants the
dedicativn of addirianal right-of-way and the zoadway irnprvvernents herein
specified.
17. There may exist utilities, either undergmund ar averhead, affecring the subject
gmperty, ancluding Property to be dedicated vr set aside for futiare acquasition.
Spvkane County assurnes na financial obligarivn, fvr atijustments vr relocatian
regarding these utiliries. .Applicant(s) shcruld check with the applicable utilaty
purveyor and_the Spakane Caunty Engirseer to d'etermine whether applicant(s) or
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6193 HEG 5taf'f RepQrc for FN-1708-93 Page 134
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ne C3wner sha1l adsv narify any potential purchaseFS who have rrsade an agreement
tv purchase property within said plat pursuant dh the Revised Cvde o£'W`ashingtvn
(58.17.205), thax adequaie prcrviszons for schcrvl facilities must be made
conditianed on a future agreement between the?plattor and schoal district.
Uvlnntary agre.ements betweera the (Jwner and 5chool Distciet sha11 confozm to the
requirements of the Revised Cvde ofWashingr;cin Chapter 82,02.
19. The C]wner shall negociar,e wirh the Spokane County ParTcs Department and submit a
recorded copy of avaluntary agreement making provisiorrs fQr public parks prior tQ
finalizatian and recording of this p1at. The agreement sha11 pravide a written
des~.-riprion of the subject properry to w,hich the;agireement applies and alsa state rhe
dollar amaunt and arty other agreed ta mifigatin~g measures.
The Clwner shail a1so nvtify aroy potendal purchasers who have made an agreement
xo purchase property urithira said plat pursuant tv the Revased Code of Washi.ngtQn
(58.17.205), that adequate provisions for parksimust be rnade conditioned on a
future agreement between the plattor and Spakane C:aunty Parks Deparnnent. '
Vvluntary agreements between the Owner and Spokane County Parks L]eparoment
shalr conforrn to the requirements v#'the Revase~ Code of Washingtvn Chapter
82.02.
24. Prior to final plat agpmval, the applicant shalT demanstrate to the satisfactivn of the
Spokane Cvunty Planning Department that any 'accessary sreuctures ira excess of those
permitted in the underlying zvne have heen removed.
SP[JKANE CDCiNTY DTVTSIQN t3F. ENGINEERING AND ROA1)S
1. 1'he conditivnal approval of the plat is given by the Counry Engineer subjeCt to
dedicativn of right-of-way and appToval of the road sy5tem as indicated in the
preliminary plat o£ record.
2. Pians, profiles, and czoss-sections as designed tio County standards showing
proposed street centerline and curh grades sha1l ~e subrnitted xa the County
Enguneer fvr approval prior to constructivra andlor the filing of each final plat; road
plans tv be prepared under the direction of a 1ice~nsed ~'rv~'essianal Ci►~i1 Engineer. _
3. Dzainage plans and design calcuIatians showing the alirgnment of drainage faciZities
shal1 be submitte.d ta the Caunty Engineer far appznval paior ta cvnstructivn and/or
the filing of khe final p1at. Drainage plans to be prepared under the directian of a
licensed ProfessionaY Civi1 Engineer.
4. Construcdan within the proposed pvblic streets and casements shall be perfornned
under the dirrect supervisivn of a licensed enginder/surveyor, who shall faxrnish the
County Engineer wath "as-built" plaras and a cerdficate in wribryg that an
imprcrvements were installed to the lines and gra~ies shvw~n t~n the approved
constnuc~on plans and r~hat alI distwbed mvnnments have been replaced.
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6193 HEC Staff Repar€ for PN-X70$-93 , Page 133
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10. Frior to filing o£ a11 or a portion of the final plat, t,he applicant's surveyor shall
submit one or merre maps vutlined in red af the area being finalized. The sGale shall
match the apprvpnate assessor's map scale.
11. The ~'inal plat shall indicate yard setback arc lengths an cul-de-sac lvts whiGh rneet
vr exceed the rnznimum frontage of the ianderlying zone of the fina1 plat.
12. A plan for water faciliries adequate far domestic seraice and fire prvtectic+n- sha.ll be
appraved by the water purveyor, apprapriate fire protection dastrict, County
BurYding & Sat'ety L7epartment and Cvuney Hea1'th District. The agencies wrll
certify on the Water Plan, prior to the ffling vf a final plat, that the plan is in
confarmance with their respectiae needs and regulatians. The Water Plan and
certification shal] be drafted on a transparency suitable far reproducfian artd be
signed by the plat sgonsor.
13. The water purveyor shall certiFy that appropriate contractual arrangernents and
schedule of improvements have been made with the plat sponsor for construcfican of
the water system in accorcta,nce with the approved Water Plan. T'he time schet3ule
shall prorride far cvmpietion af the water systern and inspectivn by the appropriate
health authorities priar to application for bui1din„g perrnits within the final p1at_ The
axraaigements vr agreements shaall inciude a pr~Nisiora halding Spokane County and
the purveyor harrnless from claims hy any 1o[ purchaser refuseti a bui.lding pem-iit
due to the failure caf the subdivision sponsflr to sa[isfactorzly camplete the apprQve:i
vuater system.
14. The final plat dedicativn shall cvntain the follvwnng statement:
"The public water system, pursuant to the Water Plan approwed by caunty and state
health aut.horities, the Ir.cal fire pratection distriet, County Building & 5afety
Departmenc and water purireyvr, shal be installed within this s►ahdivisaQn , and the
applicant sha111 provide far indi.idual dornestic water service as well as fire
prateetian to each lat prior to sale of each 1Qt and prior to issuance af abuilding
perrmat far each lat."
15. No building perrnit witl be issued £ar any Iot vvithin the final glat urttil certified by a
Washin,gtan state-licensed en,gineer that "the water system has been installed
pursuant to the approved Water Plan fvr the final plat," including a signed license
stamp. The certificarian rnay be in the fvrm vf a letter, but is preferred to he
cemfied on acvpy of the Water Plan as a schernatic map showing thhe "as-built„
water system. 1
16. A survey is required prior to the filing of a final .plat.
17. Prior to appraval af road and drainage plans, yau are requi.zed to coordinate with
the Unitad States Fostai 5errice to deterniine type and locatian of central mail
delivery facilities which may include appticable easements #'or develapmenxs af
three or mare homes.
18. The Owner shaU negatiate with the Cenq-al `Yalley SchooI aistrict and submit a
recorcled capy of a valuntary ageement rnaking pravasions for public sclhoois prior
to finaization and recording of this plaL The agreement sha11 pravide a written
desci-iption af the subject property to which the agreement applies and alsa state the
dvllaur amount and any other ageed t9 rnitigating measures.
6I93 HEC Staff Report for PN-1708-93 Fage 132
;
plat will make appropraate prvvi5ians far public, facilitie5 as required by R+CW
58.17. 110. The Planning Deparrtment recoraamends approVal as conditioned.
V . CONDITIONS (]F APPROVAL
i. A11 eanditivns imposed by the Hearing Examiner Committee shall
be bir~ding an the "APplicant", ~vhich xerrns shall inc[ude the
vwner or awners of the prvperty, heirs, assigns and successvrs.
ii. The cvnditions of apprvval appty tv the preliminary subdivision
of record.
~
SPOKAIVE COi,INTY FLANNING DEPAR',FME1'+IT
1. The pmposal shaLl comply with theUrban Resi'dential-3.5 (LIR-3.5) and Aquafer
Sensitive Area (ASA) Cverlay zanes as amendei.
2. The final plat shall be designed substantia]ly in conformance with the preliminary
plat aE recor& No increase of densary or numher of lvts shall occur withcruc a
change of condition application submittal and apprvval.
' 3. The Planning Directorldesngnee shall review any pmgosed final pdat to ensure
compliance with these Findings and Candirivns of AppmvaT.
4. A final piat narinelnumber shall be indicated kefare the ~'inal plat is filed, such
namefnurnber ta be approded by the Planning Directorldesignee.
5. Appropriate road name(s) shall be iradieated.
5. ThC preluniinary pPat is giVen cQnditional approval far three {3} years, sgeci.ficaTly tv
July 1, 1996. The applicant rnay request an ext&nsion of time by submitting a
wntten request appraximately fort,y-five (45) days prior to the abave expiration '
date. -
7. .4pprvpziate ufility easements shail be indicated lan ccspies of the proposed final plat.
Wratten appmval of uti7ity e~er~ents by appmpnate utility companies shall be
zeceived with the subrnittal of the final plat.
$ The final pFat map shaU indicate by a clear, dashed line the rec}uired ya.rrd setbacks
from a11 private, ,"Tract X" ar puhlac ,roads. The dedication shall cvntain ft
following statement:
"5ide yard and reaT yard setbacks shall be detezTninerl at the fime build.ing pern-►its
are reqvested unless these setbacks are sgecifically drafted on this ~inal giat. 'ne
setbacks indicated vn this plat may,be Varied from if proper zvning apgrQWals are
vbtarned."
9. 'i'hree (3) current certificates of titTe s'hall be furr,ished co the Planning T]epartnent
privr to filing the fina2 p1ac.
~
4
6J93 HEC Staff Reptrrt fgr PN-1308-93 ~ Page 131
i
vvluntary agreement aa mitigate the irnpact of the proposal on the schoo1 distz--ict.
This request is reflected in the condations of apgroval of this Aeport.
0. Fire Pco#ectian: The pr[aposal as within Fire District Na. I .The Fire District
and the I]idision of Buildings Ueparnnerat ~(Fire Marshall) are required to agproVe
fire prcrtection prauisions privr tv finalizink the preliminary plat.
~
P. Wetlands: Sgakane County Wedand Inventory Maps do not indicate the
presence of wetlands vn the site.
Q. Farks and Recreation: The 5po1cane County Parks I]epartment has
respanded to the proposal and has request~d that the praject sponsor negotiate a
voluntary ageement to mitigate thie impacts on pax9c facilities and provide
adequate facilities under ItCW $2 .02.0201and RC'W' 5$.17.110. This request is
included as a crrnditior► of appmval of this, repart.
R. Transit: The proposal is 1ocated within the k'ublic Transit Bene~'it Area (PTBA),
Route No. 21, Va11ey 124th Avenue provides service near tYte proposal.
S. Hisfory: A porrion of this proposal was originally submitted as Suttei's
AdditiQn (PN-1259-78). Suttee s Additioni was appraveti in 1978 as a 5 1ot
subda,viszon vn 2.3 acres with a density of;2.17 units per acre. The plat vvas
~'inaliaed as appraVed, but gartially vacated by [he Board of Gounty
Cvmrrussioner's in 1982. The glat vacation process left 2 remaining lats, one of
which is included in ihis prvpaSaI.
111. ENVIRONIVYENTAL, REVIEW.
An Envirvnmental Checklist was subtnitted by th~ sponsor and was reviewed hy the
Cr~unty Planning Z7epa~ment. The reView considerei the speci~'ics of rhe propasal,
vther available information, Cvunty ordinances, dther regulations and laws, pvssi6le
standaxd Canditians of Apprvval, the Generaliz~dl Camprehensive Plan, and Qther
County palicies and guidelines. The Planning DepartFnent has determineti that "No
probable significant adyerse irnpacts" would result from the propvsa.l being developed
ai1d ha5 155ued aateTmlnatlAfl of N+f'sC1S1p1fiC I~1 k ("DNS").
I
The "DNS" vvas circulated to 12 other agencies ofijurisdiction and vther
agenciesJ'departments affeeted by tF►e future devel[ipment for review and commenc.
The "DN5" comrrient perivd end5 .Fune 22, 1993 and was advertised 15 calendar days
before sa.id date in the newspaper, by 1etter ta adjacent prvperty vwners within 400
feet of the praposal, and by notice on a sign poste.d on the propvsal site. The Hearing
Exara7iner rnay cansider additiana~ ~nvironmental ref ate.d testimflny af rhe public
hearing.
~
x'V. ' PLANNING ~EPARTMENT SUMMARY AND RECDMMENTJATrL3N
The preliminary plat canfvrirns tv the County Subdivision and Zoning Gode regulatioras
and is a]sa c4nsistent with, and ianplemerats the goals, objectives and decision
guidelines of the Cvmpzehensive P1art. Furtt-ier, the plat is cvmpatible with existing
land uses and d+ensicies of adjoining develDprnents. As conditionei, the prelimlinary
t
6f93 HEC Sta.ff Report far PN-170 8-93 ~ Page I30
. i
I
Addition (PE-1G21-9fl) lacated adjacent t6 the propcrsal on the east, which vvas
apprawed in 1990. The densities of the existing respdential subdivisivns in the
area rrange fram 2.7 to 3.4 unics per acre.
i
Site: C3ne exisring single-family residence with aecessary sbmctures and
Vacant land. ,
'4orth: Single-faanily residences and an vrchard.
Sauth: Single-family residences, a public school and undeveloped land.
East: Single-family residences. i
,
West; Single-family residences !
G. Circulatian: The proposal frvnts on Twelfth AVenue which will prvVide
connection to a propaseti cul-de-sac (Balivar Road). Alllots excegt the existing
residence located on Lat 10 will have dire& access ta the proposed cu1-r3e-sac.
Bolivax Road wi1l be cvnstructed with a 56 foac right-of-way which includes 36
feet of paving and curb. The existing residence will maintai.n direct access to
Twelfth Avenue,
. H. Design: The proposed plat includes 1 lvffar an exisring singie-family residence
and 9 lots for new singie-fazx-ffly dwellings. The preliminary plat design illustrates
standard xectangular and cul-de-sac lots ranging frorn 10,000 square feet to 1/2
acre in size. Average street fronrage is 80Ifeet The prelianinary plat dres ncrt '
iHustrate requized sethacks, haweVer, privr te plat finalitiatian all lots Eviu be
revxewe,d for cvmplianee wirh the Urban Residential-3.5 (UR-3.5) development
standards.
I. I?ensAty: The net density (excluding road;s) is apgraximately 3.3 unrts per acre.
The net density is cansistent with khe exrsting Urban Residential-3.5 ([JR.-3.5}
and []rban categary density guid.elines. ,
~
J. I)rainage: A drainage p1an is rNuixeei. This pian must he reviewed and
appravec~ by the Caunty Engineer's Depa~ent pricar tn finalizing the plat.
;
K. Power Transmissian LineslQther Krnawn Easements: The preliminary
plat daes nQt ilTustrate any exrsting easem6nts. lhny requared ar reeorded
easements will be shown on the ~~na1 plat.;
L, 1rVater Supply: T'he propasai is within the Vera Water DistriGt. An appraved
water glan will be required priar to fznalizatian caf the plat.
M . Sewage Uispvsal: rndividual an-site septac systems will be utilized fflr sewage
d.ispasal. Double plumbang and a dry sewer line will be installed as required by
the Cvunty Utilities Deparvnent. ;
lw . School: The pmpasal is in the Central WIley School District No. 356. Cenbral
Valley has carnmented on the proposal arad requests that the applicant de required
as a condition of approval tv negoriate witli the sehaol district and reach a
0
~
6193 HEC Staff Report for PN-1708-93 Page 129
already been establashed. The preiirninary plat and density gropvsed are
_ consistent with the guidelines of the [Jrban categvry.
2. Arterial Rvad Pfan: The Spokane Counry Artenal Rvad Plan identifies
Tw~lfth Avenue as a Locca.l Access street with a future right-vf-way width of
60 feet. ~
3. County Parks PZan: The SpQkan+e County Parks P1an identifies Terrace
4`iew Park as the nearest park facility. Terrace View Park is a
Neighbarhood Park.and located apprvximately 1 mile svuthwest of the
prvposal at the intersectaQn of 24th Avenaae and Blalce. Terrace View Parfc
facilities include a swimming pool, picrtic ta.bles, barbecue pits and play
area. ~
C. Site Charaeteristics. °T'he site is generally flat with the steepest slope estimated
at less rhan 3~°o and descending frrom the west to che north. Most of the existing .
vegetation is grass with few deciduous trees and shnubbery. An existing szaagle-
£arnily dwelling unit is lvcateci acijacent to. 12th Avenue and is inclutieti in the
prelirninary p1aL
D. Neighbor-haod Characferistics. The a-rea surmunding the proposal is largely
single-famiTy residences can bathr platted and unplatted lats raitiging £rvm 10,000
square feet to 5 acres i.n size. Van Hees Orcha.rd is located approximately 200 feet
nvrtheast of the site. Public schvals withi~n 112 mile of the prvpasal 'rnclude
Adwns Elementary which is lacated nartheast of the site adjacent tv Eighth
Auenue and Adams Rvad. Euergreen Juniar I-hgh is lvcated svutheast of the
proposal aPang Sixteenth Avenue. ,
E . Zoning Analysis: The site and sun-ounding areas am zanecci Urban
Residential-3.5 (UR-3.5). T'he area has nos experiienced many zvne
reGlassification requests. Mast of the single farnily developnaent that has occw-ared
has been ccrnsisterat with the underlying zone classificaaan.
Nvrth: i7rban Ftesadential-3.5 establishei in 1991, previously classified
asAgricultural(GE-60-42).
South: Urhan Residential-3.5 (UR-3.5) established in 1991, previously
classifieti as Single-Faxnily kesidential Zone (R-1) (2E-59-75).
East: Urban Residenrial-3.5 (t]R-3.5) esrablished in 1991, previously
classified as Single-Family Residential Zone (R-1) and
Agricultural (A) (ZE-167-78/ZE-60-42)
West: Llrban Residential-3.5 ('JR-3.5) established ira 1391, previvusly
classified as agrxcu1~~~ (ZE-60-42).
F. Land Use Analysis: The sunounding aiea cansists of single family residences
on bath platteci and unplatted Iats. Many of'the existing subdivisions were platted
in the late 197gs and early 19$0's. The lots contaaned withirn the Qlder plats are
typical uacban sized lots. The mvst recent deWelopment was the Raymond'Tully -
I
6I93 HF-C S taff Report far PN-170 8-93 ~ Page 128
~i
PLANNING DEPARTMENt REPORT
~
_ TCI: SPQKANE CQC7NTY HEAFtING EXAMINER CC}MIVIITTEE -
FRC3M: CURRENT PLANNYNG SECTT[3N
~
DATE: .IUNE 24, 1993
SUBJEGx: PE-1748-93; FRELIMINARY PLAT OF SUTTER,'S 21YD
AI]DITTDN WITH EXISITINiG LIRBAN RESIDENTIAL-
3,5 (C]R-3.5) Z[3NXNG WITHIIV THE AQi7IFER .
SEN'SYTTVE AREA (ASA) t)V]ERLAY ZC?NE.
1
~
~
1. GENERAL IIVFORIVIATIQN ~
Applicant: Wes Crosby I
CHD, Tnc. ~
P.O. Box 13717
5pvkane, WA 992I3
509-926-5229 ;
eDI1taCt Planner: StaCy B]cJrdahl '
Lvcativn: Generally located approxumately 50C} feet cast of Evergreen Road and
south t~f and a,djacent tD 12th AVenue within the S W I J4 af 5ection 23 s TQWIf 5h1g7 .
25 North, Range 44 EWM, Spakane County, Washington.
~
Prnposal: Prelizrrinary plat tv divade approximately 3.69 acres into 10 1ots far
szngie-family dwellangs and thnse nses allawed m the Urban Residential-3.5
(CJR-3.5) zane. IT. SITE INFORIVIATION ;
~
A. Site Size: 3.69 acres ~
~
Gross Density: Approximately 2.71 urits per acre or
.37 acres per unit
B. Comprehensive Plan ~
1. Land Use P1an: The property is tvcated within the Urban Categvey of the
Cvtnprehensive Plan and within the PriQrity Sewer 5ervioe Area (PSSA)
;
The [Jrban categary is intended ta provide for a"city-like" environment
with i.ntensive residential developmeht. Densities an this categQry will range
fram I to 17 units per acre. The propvsed densiry of 2.7 Xlots per acre is in
accord with the density guidelines caf, the Urban category. 'xhe Urban ;
category promates "fill-in" dewelopment within established developmrent i
areas where utilities, arterials, scho6ls, and coruFnunity facilities have ;
i
6193 HEG Staff Repdrt for PN-17(78-93 ' Page 127 1
.
~ ,
' T.2 5 k., R.4 4 E., W Ad , S 23
C1E5CRIATIS]H '
~ •
ZZRh gT. T074L 117ALi• FRqCT CONTAINS $UT1EH5 A9DIrIpN 10
VERA, VQLL11.1E '0" OF PLATS PAGE 30, AS AECBRDED IN
~ VpLUsAE IS 4F P1,A75 RAGE 50 E%CEPT LDT I!H BLpC1( k
• ANh PHE FOLLOWWC AD01Tl4NAL. fRACT, TIIE lYE5Y V2 0F
a+~i ~0 TO BE 1IIE tRSi Il: Dr 111RCT I13 Vf VfltA d} It[CyiHp[G ApQv[
~ a OfAICaTEQ TO AREA 0£DICATEfS E1tCEPi TFtE SOUTH 134 FT TriEREDF, SiTVaiE4 N SPOICAHE •
117
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E193 HEC Staff Report for PE-170$-93 I Pac?e 125
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°PAGE 2 12;10:49 Ol APR 1993 °
°Road# Road Names......,... MP+ost. Reference aescriptio Road Log Info..,...,...
° 01.250 i7ERCLER RD U 19 PAV ED 200
° 01.320 VTRGINIA 5T L] 19 PAVED 20
° 01,3$0 WOVDLAWN RD U 19 PAVED 200
° 01.510 MCAQNALI7 RD U 19 PAVED 20
° 01.640 CLINTDId RD U 19 PAVED 200
° 01.760 BLAKE RD ° U 19 PAVED 20
° 01,800 BIAIiE FtI] U 19 PAVED 200
° 02.010 EVERGREEN RD U 19 PAVED 20
° 02.230 aEST RD iI 19 PAVED 200
° 02.390 C,ALV IN RD T]' 19 PAV ED 20
° 02.450 WARREAI RQ U 19 FFIVEQ 200
° 02.520 ADAMS R0 b LI 19 PAVED 22
° 02,570 MARIGOLD 5T U 19 PAVED 220
° 02.680 BURNS RI] ' L] 19 PAVED 22
° 02.770 PRDGRESS R[] U 19 PAVED 220
° 02.870 ST CHARLES C1 19 PAVED 22
° 02.920 NEWER RD ❑ 19 PAVED 220
° 02.980 CENTURY Ra U 19 PAVED 22
~aeeeeeeeeeeeeeeeeee~~eeeeeeeeee~e~eeeeeeeeeee~eeeeeeeeee~eeeeeeeeeee~c~~eeeeeee~~
°List ° °Use Direction Keys to View Report (Fress [F1] for help) °Esc-Exit Enter-Next Page °
I
I
~ - -
' F~age 3
Eba2 Ih~ rF.Ji~e I r_ -
~ P-e'"l ~a~.at G°~i-oa11 d~e .~mprr,vmd y 4aF~F the .~~,aradards set
fF-=rth in Spoi, ~.~ne Dr9unty Board o~ ::ommxssioners Re~i3r=]. l€tx uro
nla, a 80... 15~12p ~~s amendeG1, w hir h est ab] is hus r egu1 ai: ions for
rc-adsy ~.appr,m,~chesy draxria4e and -F~ep-s ira nt---w consLrE_irtz.ora.
r
E33- l"he Ccz-ur►ty EnQa.neer i-ias e•.ari-iined ~tF,a.s deve3.oprnent proposa1
aind has deterrna.i~~d that the impact c-f tha.5 prc-pr,sail upori tkie
e:.istin4 Cnoai-ity Ro~.~d aystem warr~~nts the cieda.eataon of
addii:i-Dnal F2imht c-f 4Ja•y and the rbadway improvemen~s herexn
speea.fied.
Esca "I"he applicant should be ~.~dvased that there may exi.st
utx.laties e~ther underqrc;und c-r ,a'verl-aead ~.~ffectinq tl-le
appl x rants property, a.nc l. ukc1inG pruperty tu be deda cated =WFr
set asa.de f-Dr future acquasxtx.orr. SpoPane C-Dunty wil1
asss_liTie nC- f.1.r1aCTG.3.~l ok1l].gclti}mrn fo'jr ad,]I_lstfT1ef1t5 o7" P"eloCc?tiCpfl
rf--Q-RrdznQ tI-iese util.itiesn T~~~ ~~pplicant sFE-,e_dld ehecE. with
the app1 icaQble uti1 a.ta.~~5 and apR~~laine Cc3Lfrsty Enga.neer ti-i
detertna ne wh~ther the ~.~pp1 i 4_arrt o;r ut i1 xty is respons-Lbl.e
f-Dr- ad,jo_istment or rel.ocat icen C_oat~ and tcE ima~e art anr~ements
I 3Dr any necessi..ry Wf.`FY•I a
' Sper.x.a.t Condi~ionsn It dc,LAs ra~~t appear i:hat Trart A arid Lc-t I SE_itter's Addna are ~
a.n thzs pYFDpc6sed p1a1:, xt X(s the ~~~elopers resp-nnsibyl a.ty to
ma4•e the imprG_,uements tPd~ Bola.var Ro~.~d' c-incl 12th Avenuep tc, rneat
rounty Re Fad Standar-ds. If ti-,ey are a~ the pIat then renumiaera.nq
3~3f the plat fFFr :L~~~~ sha11 be accomplashed pri~ai° tc. fir+al p].at
approv a1 a
~
i
pd ge
E F, I'do cOns1:ro.artson worb, a~ to be par;f-Dr-+~ed within the e:xsting
~rop,_asec1 Pr_dbl yc Ra ghtt -c-f -Way Qn ti 1a perreiz 'L. r, as been
r~~sued by the Cor_irroty Enga.neern 411 w,afrk i~ su~)ect to _
a.n~~er-ti-an ariel a-kppr3Dval by the C=_E;unty Enga.rieer q
~
E 7A1 1 C oi-n--i{: Y p A C'L 1 oI"1 w x thintheexi:~ ~'ii1 ra iDrpr rMs posed f' ubi.Lc
Right--r,f-Way is to be comp'Leteti p;ra.or to fali,riq ~~~~e final
p1 at ora bond a. nthe am ount esttm~~ ted by t I-o e Coo_s nt y
Engineer t-D cz:ver the C3a3i"'"t c-f cc.,nF4trucGion ot imprRw-vemen~~~
L0nStrUc~I0rI r_prtzfx.c~~txor:a a,As B'uiJ.t" plar7s arici moriumentzns~
the street centerlines ~'~ha:l1 be file(I uaLth i:hp Crfl€i-ity
Lngiiieera F1:' The ~.~pplicarit sfacil_tld be advased t~~~t individua1 cira.veway
ac~~~~ ~e-rmzi::; are req,-iired prxor tci isar_dance of a iauiida.ng
pergrr.it fox dr x v~~ay approacI~~~s to, the C'oi_tnty rEms~~~ systemn
E13 T3edieat-Lcin )f 10_f~~t of adda.tional Ra gl-01;-of-Way al-M~~~ 12'th
Avenuea ~ •
E1 3 nedzcata.c-ii c-f 50 _~~~t of ?ddatic-na3. Ra.ght-of__W~.~y alc-ng
DiFZ 1 Var {*ciAde
E1F, E.ysting De-ur~ty roac~s providing d!a.rect Rc~~ss-, to t-h'ic- pI~t
sz-,hall b e pav ed andf or~ cLi r bed tc- SliPoE' n e Coun ty -stai`ici ard sn
E17 Th r~~ ~~.1 p3_a~al~.c r~.lads w~.th.zr~ trce ~~aJ.at kse des.~~.tr~ed ar~~!
construcF,ed i-s, ~~ioF-ane Co,.kntyr standards.
;
E1 9 71-ie wor-d "MPpl icant"sFo 71 1 i n c!L€clb the owner ur owner s c.tf
tI•ee prc-perty, his heirs, asrirans '~Arsd succ~~sor s.
i
E 423 TF~~ County Encaineer has desa.gnate, d Typical. Roaciway Section
Nurnber Two,_L_!'€=~.~1_AccP5s standard frar tl7e impr3-3vement of
Bo7.iVarR~,~,~ad whir_h is to be eonst'rr_icted wa.thi.n thc- proposed
(deve1 oW-prnentp This wi 1 1 requir~ ttio a.nsta1 1at.x.on of 36 i t~
cif asphaJ tA The L.on.'r~tr4..ICtJ.cs9f of cm_irbxng is a3 s-, requsreda
E24 TI-,e G,r=unty Encli.neer has cEesx.gnata6 Typ.xca7. Roadwayr Sectxori
No_irnber Twos._!,S'S~.~1_Acress standard. f-ryr the a.rnprc-vemp-nt c~f
12-th~Avenue wha.ch i~ ad,jacerit to tFee prop,:o-sed developmentA
T"Feis wi11 reqa_iLre t-f7t- adclition „-~,appr'cj•r.xmatel.y 2-1cYa fto C-fi
aspt~~al.t a].c~r~~I ti-is~ fr,:~i~ytar~e t-ae~ devel~~pmerat. T~~e
C orstY f_i Ct1oI"'r c-f C F_l rf71 r7 Cf ~'i cl lso Ye[1 i_l iY' eda
1{ ,
+ P i ~ ~
i
ClFF i CL OF° THE COUNTY FNGINELR
' SPOKANE rQUra rY9WASHa: r~~TON
Ap1 .d. ~ 123~ 1993
l
TOn SpF:Elan~ Coi-Enty Inl aiiriz i-iq Department (C>_ir rent inlann.a.ng
Admi na.s t rator)
FROMd Spokan~ ~~~i-ti-ity Ei~girieer-s L7epartment (?O*~A
5UB7a Sut~divisic-i-i Cc-rida.ta-Dris, hla4me a~Yttter's_Add.F2e,p1~►t
Nmmber lJnass7_9nFwd
r eu s~7. I°I LJ d.1. V d. s .l. o F 1~
The t1'~ ~pp}-i7'4al" y'i?1" th~ abaTav-L.~' YefE'Yef7Ced
subcJiuiaion are ss_abrns.tted tc. the Sp,_o4..ane CeDp-trtty i'lani,tiriq
Depai-tment fc,r ir7r_lusi,m,n x.ro the {?esa.g~n Review Meetinq scF~eduled
Apra.l 1-4p 1993e '
E I The condi bion~.~ 1approva1 3 sf t he plat a.s caa,verti by the Crm,{, nt y
Engs.neer si_ibject to rJedxr_atzon of raght-of-way and approva]
or' ttie roari r.iyate~n a=, xnda.cated L,n the prelxmznary plat of
Y"G Cam9Yda
E 2 Thw~t plansq prc-files arasi cross selcti,F-ns was deEa.19r-Eed t3D
Iwc:ir.fnty standards si°~~~~wing pr~ ~posed' s'i reet ce--r-~te-r la.ne and r_i-trb
car ar~es. be s;tbma ~~ed ti-i the Cor_frai:y Erfgx.neer- t0r appr~DV~.-al
pra.or t-, consi;r ucta.on and/or the fil -Lnq 3m~f a fa.nal pIatY
road p1ar3s to be prepared under the dir-er_txori of a I1remsed
I'rof~~~s-Lon~.~]. Czvzl EngineL-rv
E T]-~~t dr~.~iraage p1.-ans, and des.z gn calculatictr~q- showz ng the
aiicli-irnp-ri{: ___f drax.nage -Faca.l ities be s3_ibmatted to the County
Engxneer fctr approval prxc-r td, constructxon ar-edlor tr~c-
fx.la.i-ig of the fi~al p1atP Draanage pl.ana tc. be prepared
3_incip-r ttie di rect,x on 3-o-f a 1 a. censedi i'rofess-,iorra1CivtL
Enqa.neer,
E J I,c:4r~str#_1cti,_en idithin the proposed puta3 ic rstreets ancl
Pasemen1:s shall be pei~formed under the rixrect superva.sa.m of
a licerised eriUiriper1surveyo,rq wh,c, shal Iiur ra~sh the C3:v.inty
EriwiiieEer wa.th "As BEAilt" plans ai-v~ a certa.ficate Ln wrxting
that- a11 irriprovements- were znstallecf tc- the Iirses and gr-Ades
s h ownon the app r.°o ved c onstruetz o~~ plans~.~ n d that a1'L
r1isturtaed mon,_iments h~~e beert i~ep1aced.
I
r
~ ~ ~ e 3
E32- The proposed plat shall be amprcpWed to the standards s~t
fot-th in SpoR-ane County Bcjard of ICommissianers RescslLttion
Noa 80 -1592, as amen~ed, whicFi Ps~tabl ish°fes regu]ations f or
roatisr approachesy drainage and fees xn new eronstructiona
E33 The C-D,anty Engxneer has eiamined thzs devel.cjpment proposal
and has detprmzned that the a.mpact ,._f treas pr,w,po,al 1_ip-Df7 the
e:.istYrsg Coursty' R~~~ad System warra'nt5 the dedicafiiFd,n of
adda.tional Rzqht of W~.~y and tFie roadway irrrpr=aivements herex.n
specified.
F'JCr The appl.x.cc-nt sI-,nl_eld be ac#vised that there rrray exist
ia'ualYties either underAround or overhead affectanq the
applicants proPertyq s.nrludinq prc-perty t-D be dedica+ed or
set aside for fLttl.are acquisa.tion. 5po€;ar~~ ~Liunty wall
assume no fa.nancial obliqatxon for ad3F_istments or relocatiors
reparding tI-kege uti3.ii:iesn 1"he applrcant shFv4uld cl-,e6, wi'L-ti
the applicata1e uti 1 s. t aes and Spokane County Engx rseer t+:3
determa.ne whether the applicant clir utility as responsa.ble
f=_er acijustment or ~~locr-.►ta„ot~ ~~~~~s and to maF.e arrangemerrts
foY cl fl y rSeCessal' y 41 oYk.
Specxal Conda.tions:
It dc-es nt-t appear that "fract Aand Lot I Sutter's Addna are xn
this proposed plat, rt xs the developers responsxbzlity t,e. ma~e
ttie improvements tc, Dr-lYvar RoDad and 12th Avenue, to m~~~ Cor_~nty
Road StanrJardu. If tI°,ey are in the plat traen renumberanR of the
p1at fc-or 1ots sF7~.~3.l be aceorerpiished priAe,r tc, fx.naI plat
appru°.+a1.
d
- ~ _
paqe 2
E 6 No cOnstrUctYon wF_¢r4, is t-D be per,fcirmed wzthin the existing
ri r pro posed P fahi l~r- I~~g h t -a;f -Wzky evintzl. a pe r m I t has k~ee ri
i~sued by the CSr-unty Engineera A1 1 wor E: sub)ec t to
inspectic-n and approval by the Co uratyr Errgxneer o
E 7 Al1 constra_ict3crn within the e;zstinq csr proposed PLitala.c
Rz.qht-c-f-W~~ ~s to be completed prxor tc. fi1inR the fina1
plat c-r a b-Wind in the am.--juret estxtnatedl by the CountY
Ef1QZP1e4'Y t-D CteVel" the Cost rvof c[iC16tYl_€Ctlon itaf .3.fTIpY---~VeIT1e41tsa
c,,nstruetiora rertxfx.catxong „ps Bu«lt" plans and monumentinq
the street centerl xne~ sha3. 1 be f'a. led wa.th th~ County
EnginPE=r a
E12 The applicant sholald be advised t,hat indxvid,ial driweway
atr_ess permits are req,_~~~ed prior tc. i~suanr_e of a kaua lding
permxt fur drxveway approacraes to the Coo_inty road s}rstem.
E13 Dedicatr-Dra of 10_feet 9-,f addai.ta.r-)nal R.iqht--of-Way ..~lorrg 12'tre
Avenue.
E13 Declicz~►tijnn c-f 5(-)_feet kM,f adela.tiorr,~kl. RighL--of-Way along
P-Dl.a.var Rf,ade ~
E1G Fxx.stzng Gounty roads pr~~viding direct acr~s;s to the plat
shal1be payed andlor rLcrbed to 5pokarr~ County standards6
E17 That a1l publa.c roads wlthin the plat be desa.qned and
cunstrs_tcted t-D Spokane C~Dunty standards.
E19 The w=_pr-d "app].icant" shall includen the owrser ur ciwners of
the prc-perty, his heirsr assigns and sj.iGcessors.
E-:::3 The CtEunty Engineer has desa. gnated 'i"yp ica1 F2oadway Sectrp_sn
IVp.imber Twu,_Local_Access standard f-Dr the a.mpr~Dvement of
B-D.livar~Road which s.s tc. be c=v:nstra_icted wx.thin the prcip,µosed
d e ve l.ID pme r) t a "C'his wi1:L req,wiire the a.nsta.Elation of ^G ftw
of asph~---klt. The construe~ion t~~ curbrng aS alSIa reqo_tired.
E24 'The County Enga. neer has designated Typx ca1 Roadway Sec t x.cin
IVumber TwO~-.~2c81_Acress standard for the imprruement cp-F
iith_Avenr_i~ whicrr zs ad)acent to ~he prc-posed deVe1opment.
This wx.l l require the addition of~appr-oxamately LD-10 ftR ~~if
a5phalt al-Dng tF°ze frc-ntage rif the ~devel,_Ppmerrto Trripm
ionstrlacti-an of cur bxng is alsc, r-oquxr-ed.
L7Fi= ICE OF 7HE COl..1NTY ENGI h+IEFR
5F'[7KANE CL7lJlrll"1'', WASHTIVGTi❑N
I
Jun e 14p 199^
TOa Spo~-ane Cc-uiity PIannin4 I]epartm~ent [C}_irrent Plai`ii-ia.nq
Administrator)
FROM~ Spokane C~DLerrty Enqineers Department ~ ~1 •
,
SLIDJa ...~'LdbCI.1Vi51.on C-Dridztioris, Name ~~~itter's Add._f~eLilgt
Noambei~ ~E 1708--93
rew SubdiVa.sion~
1he folloW 1 i-Y Q ~ ~ ~ CoF1iJ I. la iCp riS of AppY' oV al" f3we Y tfs E.' cl boV e Y efeh" enC e~
subdivisaon are subrrritted tc, the Spokane Coi_inty Hearx.ng Examiner
Csimmittee f-Dr a.n~lusa,on in the "F'Iann~.nA Report" arsd "Findinqs
aiid Order" for the publxc i-iearir,g schpeiu3.ed Ji_ii-ie 24, 1933.
E 1 The conditir3nal approvaI of the plat ~s aiven by the Coa_inty
Enqi i-ieer sa_ib.Jec t tc- ded1. c at it=.n o f 1 ri gr,t - of -way a nci approva l
of the road system as inJicated in the preliminary p1at of
r-ecorcio
E _2 That plans, profai.les ar'7d cross section5 as designed to
Ccsunty standards shknwa.n4 pr-Dposed street centerls.r'fe artd ci_Erb
gra-idex he si_ibma.tted t=_o the C-ryunty Enq.~neer f,_~r appr-Dval
pra.c)r tcP constrF_iction and/or the fL].a.nq of a fxnal p1at;
rciad plans to- be prepared Linder the direetion of a z eensed
Pro$~~sional Civi3. Fngineer.
~
E 3 Tfiat drain~~e plans and design calc1.klatic-ns showing the
a].a.gnment -nf drarnaqe facilxties be 51_tbmitted tt- the CiDF_tnty
Engineer f-Dr ~.~approval pt ior tc, eonstriietic-n andIs=,r the
fi.la.rrg of the fina1 platn Drainage plans '~-D be prepared
a_irrder the directiran of a 1.icensed Professxonal Cz. v a, l
Engz neer s
E 5 Constructa.on wa.thin ~~~e pra_-posed pLsblzc streets and
eaSemerats sreall be performed under the d1r2tt supervi~ion c-f
.A 11c2nsed enUx.neer/surveyor, who shall furnish the Cciunty
Engrneer wzth "As Bi_iiit" p1ans and a certifacate a~n writinq
thaat a11 amprovements were a.nstalled ~.z. the lxnes and grades
srrfz-wn on the appriDveci eonstrue t ion p 1 ans and tI-eat a1 1
di5turbec] mc-ni_iments ~~ave been replccerJ.
I
~ .
I
S P C-) K p. r•r rF= o u T'-~[ -r ~
PC.AdVNING IDEPAR'rME1d"I' WAE.LiS D HUBBARL], DiRECTC]R
'
i
MEMQ1iANi]UM
'I`O: Pat Harper, Spokane Cvunty Divzsion af Engineering
Bill Wedlake, Spokane County Utilirie$ Departrnent
Steve Holderby, Spokane Cerunty Healih IJistrict
W°yrr Birkenthal, Spokane Caunry Parks & Recreativn Department
Ted Trepanier, Departtnent of Transportation
Connie Brady, Spokane Transit Auth0rit:y
Susan Winchell, Baundary Revietiv Bvhrd
Central ValIey School District
Vera Water and Power ~ "17
Fire District Na. 1
FROM: Paul F. Jensen, Senivr Planner
DATE: March 29, 1993 +
RE: Replat v#' Sutter's A,ddition. Appiicant: CHD Inc.
APFLIC;ATIC3N AC'C;EPTANC'E AND DE~ICFN REVIEW MEETING
APRTL 141J993 AT 2:15
f7flM
Please review the aboVe applicativn and use the attached APPVICATION ACCEP'I'ANCE AtvD
DESIGN REVIEW MEETTNG FORM for your Gvmmen[s. `Me Planning Deparpment
encourages yaur presence at this meeting. The sponsor and representative have been
inVited to alsa attend. If yau can nat accend, please forwa,r-d your review carnments vn the
attached farm to Stacy Bjordahl fvr the meeting. The attached APPLlC.a.TION
ACCEP3'ANCE AND DESIGN REVIEW FnRMS will be given to #he sponsor at the meeteng and
included in the Planning Uepartment file (sv bring lhr.~g c.apies tv the rneering). 'Manks
for your ccjoperation. If yvu have any quesdons abautithe applicadon, please cvnxact
Staey BjnrdahI caf the Plann'rng Department at 456-2205.
c: VVes C,`rasby, FQ Box 13717, Spakane, VGA 99213
Mel Taggart., N. 2128 Pines, Suite 17-15, Spokage, WA 99206
IaittaChrrlenTS: Application Acceptance and Desrgn Rediew F.prm, F'rflject Design, 5ite Plan
I
I
W[5T 10ZG BRQADWAY AV[NUE • SPoxA,uE,IIVASHI.\-GT?N99260-0240 •(509) 45G-2:?05
April 14, 1993 at 2:15 pm 'Replat of Sutters AdditionlCHD Inc.
The site is locateti abaut 488 faet east of Evergreen Road and svuth of I2th
Avenue approximately 165 feet and isi in Section 23, Township 25 N.,
Range 44 EWM, Spakane County, Waushington. ' LQMFREHENSNE PLAN: Urban withzn the Priarity 5ewer Service Area
(PSSA)
EXISTING ZfJNING: Urban Residential-3,5 (UR-3.5)
PRQTECT IIESCRUMQN: The proposal is to deveiap nane single family '
lots an appmximately afvur acre site. Waste water vyill be disposeci af with
inciiv"rdual on-site septic systems.
PARCEL, NUIvIBER: 23543.3202,.3203,.3204,.3205,.3219
SITE SIZE: Appraximately four (4) acres.
APPLICANT: CHD Inc., Wes Crosby
PC7 BQx 13717
Spokane, WA 59213
(509) 926-5229,
SURVEYOR: Mel Taggart
N. 2128 Pines Rvad Suitc: 17-15
Spvkane, WA 99206
(549) 924-9993,
ASSIGNED PLANNER: Siacy Bjvrdahl
' T.25H., R.44E., W.M., s.aa
DESCRfpT[OH 12t h $T, TflTAL TRA[T° TAqC`f LOkTAtrdS SLl77ER5 A~ITM]H TO
VERA. V{7LVAiE '4' 6F PLArS P,sGE 54, AS AECORDED 1H
WLUA[E 15 OF YLA75 PAC.E St? EXCEPT LOT I ut BLOCIS I,
p~ 0 10 TO 6E PHE EA5T~112~OFIN RAC T 3~pF vERA ,AS P.ECQROE02ABOVE
I ~fJEQfCATED TO ~ AREA DEQICATED ES(CEPT TFE SDUTH 139 F7, tFEREOF, SiTLWiEfl iVJ SPO~cnwE
sPox.+Me easRart f ro sPoKAA& c"rv ~ CiHJNTY, W+srNcrorr
42" ~i K2a'H 104'6! ~~117x
~G'R1r
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I 49' td
S-- L
sp exisrcxa
a o ' Lor s ALAT DATA
~ a eLOCK 1 m
qn 6[ 4f p 8UT'~Ep`~ ~
rCLU[f7Ea L A6OTl Y AREA 3 69 ACRES i
V nd
Ta ~E~cO~I- Gn1 NO, 6F LOiS ip
I I E
TYP, t0T 51ZE I0,000 SQFL
TYP LOT
:3 FflpNTAGE 80 IL.F
p C3 ~ i I Q f STff~ [ -
w " ~ I c) BLK I. LOT 2 oEHSITY 2 TI 7ACRE
~ A ^ « .
Q v m 9 m EC Op CaAWAENENSIVE
PLAH VR9AH
~ W ExiSTIr+G NURSERY J 124 70' g tUHwc uFI 5 s
r 5 69'15'22' E m 5 83'5414' W 'NATEft 5[1PPLY PUDLIC .
q 42 OI'
0 5'.RUCTURES T4 sEUacE
wsaasnL mmIuIDUaz srrrK rnW. srsrEu
Fll6LlC W}iFN AYALABLE
m $ n m m [qN$VL7RNT TAGGART ENGf1.'EERWG L SUfTVEYqiG
B~ HE1~ipyEO ~ N2126 AQ.ES A9 SlA7E tF-i5
S 0917ri4' w SPQi(AHE, YtA 99206
N 99'30 27' +0 124 73 ~
v ~ ACi'LICAH7 CISp. G3[ '
14200 Po 80X 3717
Cr 0 SPpKA7iE. 'Pti 99213
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SUTTER's~ 2rro aDaiTiva~ SFn
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4y ~'`~'a @
22
war
11 D ~4 C7 T 7 d' t
yw
~ a~ ± } o' ofo y 23 rd
Z~Tk ~ 24Ym ~ t" G H 7wENTY•Ff
- •
+ 2ZTH
~ ~ 2L 7
t - • . ~ a ~
y ~ r
rt
_iPOKANE ENVI]RC3NMENTA 1RDi~tinidCE
(WAC 197-11-960) Section 11.10.230(1) 15. FLIBLIC SERVICES
O/j
a. The adciition af new residents and associated popuIatian cQUld gotentially result in an ~
increase~ demand for fre ar~d police pctrtectlian. ~0;-z~"~
rl~
Fire District No. 1 has a manneci statipn at roadway and 5u11ivan, wfiich is appraxirt~ately 2
miles to fi~te nvrtheast t~F the site. Response ~time to tfie site is approximately 5 minutes. The
station i5 equipged with a pumper truek and rescue ladder truck. Fire District NQ. I indicated
they will be able to adequately serve the pra',pased residential development. Na additio,nat
emergency service ar patice protectiun is ant'icipated to require increased service nr
mangawer. ~s
f
The proposad deuelppment is within the Cen,tral Valiey 5chool District. The schooIs that serve this area are Blake Elementary, Evergreen .Tr. High, and Central Valley School. Currently, a bond is on the March 9, 1993 b';allat, if passeci this will a]Ieviate same vf the
avercr4wding probtems the district is facsrsg. The imgact on schooIs will depend on the
nt~rnber of ne►~v schvol ehildrsn and tkie timelit takes to build and accupy hgmes on site. .
b. Adequate fire flaw exists in water mains adjacent to the site owned by tlie Vera Water , .
District. Fire hydrants wiIl be installed wit.hjln t~ie deveTopment to increase fre fightin,g
capabilities in the everat of a fire. High quality campasition roofng wi1P be use,d instead of
wood shalce roofing. ; .
16. [JTTx..ITIES .
r
a. EleCtricity, natural gas. water, refitse servicc,., and te1ep}ionc arc av:iilahle to thfs silc Watite ,
rvater will be dispased of through inciividuai or+ site septic systems until such ttme as public sewer is availa6le far haokug.
b, VV'a.shington Water PQwer wili pravide t.he natural gas lines inta the siie. Vera Water DisCrict ~
has 8-inch water mains in Evergreen Raad arid 12th Avenue adjacent to the site. Water can ~
be easily extendad to serve the site in ttie gro~pvsad private raad. Vera Water and Power wilt ~
proVided the eZectric for the deVelflpment. E1ectricaI and telephones lines serving the
deyeIopment wilI be buried underground. Individual on-site septic systems will be utilized on ~
each Iat until gublic sewer is available. The Inearest sewer line is located in 12th Awenue, ~
west af Evergreen. Spakane County Departrnent af UtiIities states exterrsion af ihis 12th !
Avenue sewer line to the east will nat occur ~efore 1997.
,
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, ~ SP(3KANE ENVIRaNMEN'I'A: FZD__ ._.NCE
(WAC 197-11-964) Section 11.14.230(1} I~
1 t. LIGHT AN'T3 GLARE
a. TypicaI residential lighting on hornes wiIl be visible in the evening antl nighttime hours. 60A~, ~
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`
12. FEECREATION
a. The nearest park is Terrace View Park, Iocated at 24th and Blake Road. `I'his is
approximately 2 miles svuthwest of the site., 'Me Centennial Trail is lacated apprcrximatePy 3
males narth, on Suilivan Road. There is anather caunty park, Sullivan Park, which is
adjacent ts3 the Centennial Trail,
13. HTSTORICAT. AND CUL°Y"CTRAIY PRESERVATI0N
c. Zf excavation vf the site in preparatian for canstructivn activities revea1 evidence of a
significant archaeoIogical site, the proponentlpf this project wzlI contract the Washington 5iate
~'Jffice of Archaealb,gy and Historic Preservation and co4rdinate fiarther develapment activities
in that specific area with them.
14. TRANSFORTATION
a. The site is acce.ssed by the gublic roacJ BoIivar Lane, which is extended off of 12th Avenue.
12th Avenue is a 2 Iane, 44 ft. cight-af-way, gaveci roadway. In the Spokane County's Lang
Range Arterial Road Plan, 12ttt Avenue is identifed as an ultimate 60 ft. right-of-way. An
additipnaI ID ft right-of-way dc.clicatior~ wiLs given on thc site fraantage to meet the long-term
gvals of the fature Arterial Road Plan far 12ih Avenue.
b. 'x'he nearest bus stop is currently at Evergrcen anci 92th Avenue, which is approximdtely 1 112
blocks west of the sice. Regu1ar bus service is avaiPable weekdays and Saturday, exc.ept ]ate
evening, and no service is avaiIable on Sunda,y.
c. Each of the 9 residences will have af the mini'mum a double garage and ample parking space
in driveways. No public parking spaces will be ediminated by this project.
f. When thhe 9 detached single farnily units are fpished, appraximately 85.95 vehicles trips per
day, at 9,55 trips per dwelling unit will be generateci from this site. During the A.M. peak
hour (6etween 7-9 a.m.) a tota] of 9.1$ trips wil[ be generaieci. During the P.M. peak haur
(between 4-6 F.m.) a total o£ 9.18 trips will be generated. These figures were derived by
using rhe Sth Eciition of the I.T.E. 5ing1e Fantily Residential Standaxds.
Apprvximately Sa% pf the traffic trips will proceed west on 12th Avenue to access on to
EMergreen Avenue fio utiIize the Spokane Valiey busirress distriet and Evergreen 7r. High
School.
Agpraximately 509'o of the traffic trips w'sil grace.etl eaast on 12th Avenue to access on to
Adams Aoad ta utifize the Spakane VaIley business ciastrict and Central Valley High 5chaal.
' 'N
3
~ i~. !
SPOKANE ENW~RONMENTpl. iPJ,iirANCE
(wAG 197-11-960) Section 11.10.230(1)
_ ~J(CI^
(3) With the use of individuaT septic systetns it is possible that smal2 amvunts of waste
water could iniltrate ~ the ground water supp9ae,s. Soi1s Ioak excelient for septic and ~
drainField systems. Sewers are nQt available in the area although the site is wathen the ~
IPSSA boundary. When county sewers are auailable the residenees will be hooked up ~
as soon as poss3b1e. f
,
~
d. Due ta the level terrain, there will not he a rapid rate of runofF generatetl fram site. A,ny ~
runoff generated fram site develapment will be accommodafied by the on site gsassy swales. ~
~ i
,
Site specific te.5ting by Caunty Health Distract for septic suitabiIity+, and the issuance af a ;
septpc petmit will be obtained priar ta canstruction of aseptic drainf eld system and ;
orcupancy vf the residence.
,
4. PLANTS
b. Reesidential and road canstr,actian will requir~e the clearing of the grassy areas, iMere are no ;
identified wetland5 ➢ocated within t}zis prcrpased site.
7. ENVFRQNMEN'fAL HEALTH
(Z) There would be a sho€t term increase in noise generated from the site during the
constructian phase due to truclcs and equapment, and normal na9ses assaciated wich
canst.ruction activitie.s. Theses naises wauld occur during daylight work hours. When j
the residences are ccampleted, the noises ernitted would be from the increased traffic a
~
generated hy the derreloprment and normal,l noises associated with a residential r
neighbarhood. , i
~
(3) Cor►struction activities will accur during the normal claylight wtrcking hours. 'I`he
long term noise assnciated with this deveIopmenC wauld not be significant enough to
cause art adverse irrgpaCt.
8. LAND AND SHQRELTNE USE
a. `T'he site is currently vacant. Single farnily residences are located to the north, sou°th, and east
of tkie site. Property directly west of the site rs a mixrure mf limited agricultural and
residenttal uses.
1. The s9ee is designated Urban by the Spvkane County Camprehensive P1an. No
Cam,prehensive P]an Atnendment is necessary with thix prnposat. This prnjcet 4uppnrts that
catcgory'5 pllrpC7Se i117d SntL`Y3t, by provic4ing deyeIopable fots, a paved roatf, and tYte necessary
services within a residential setting. '
161. AESTHETICS
b. Any de►redapraaent will alter the present took af the site. Na view will he obstructed or aItered
by this proposal.
2
~
_TOKANE ENVIRONNIEN'I'A. JR]]L;a-;~XE
(1r►rAC 197-11-95(1) Section 1 a.lfl.230(1)
B. ENVIR()NMEdVTAL ELEMENTS
1. EARTH
c. GgA - Garrison graveIly+ loamr 0 C9 SpP.tC@Tlt SILpeS. Th15 1S LhB doITd1T1dtB SC]II 9I1 ti.tle
_ Spokane Valley. Most s2opes arre between 2 and Spercent. This soil is samewhat excessiueIy~~...~
drained and has maderately 'rapid permeabili :y. It fS eaSy to Watk. The f0rtility i5 medfllT.
5urface runvff is slow, and che hazard of ero,sifln is s]ight. V\;'~''1~~~' S
2. AIR C
~
a. IJust from construction activiCies and CC3 em~ssions froxn the equipment cauld gresent st~ort ~
term lawer air qualiry Ievels foc the azea. The comgletei project wauld intraduce additional j
tesidential units, and paved roads to this areq. The associateci trafFic woutd present an !
insignificant impact on air quality. ~ f
, t
~
c. During the constructiQn phase, spraying of th!e soils will oceur during periads of dryness and
winds to control dust, paved rvads wilI be sgrayecl wrhere traGking frorn trucks occurs during constructian. Construction dehris will be hae'led fram the site to alegitimate solid waste ,
facility rather then huried on site. Ta reducel or control TSP and CQ emissians ta the air ;
after the site is developed, residenEs will not engage in apen burning on this site. The paved ~
roads accessing the site and within the site will substantially cut down an dust emissians in
this area.
{
b. Graund: ~ .
(2) Each af the g residences will be servo 6y individual on site segtic systems gIaced
wirhin eaeh dcuelapmenk lot. The size and fiype of each individua] systean will ciepend
upan individual soii testing of each lo}, and the number of be.drooms wath}n each
residcnce.
,
(3) A continuaus grassy swaIe will be pla* within the front yard setback of each
residential deveIopment Iot. ,
'I`taese swales will retain and absorb 5t rrm water runvff and its as5ociated
cantaminants and sedirr►ents. in additi,Dn, tha swales will coIlect ninaff from
landscape watering, car washing, car rnaintenance, or any vther domestic residentiaI
activity.
(5) Construction management will includetlmonitoring vf waste disposal during
constructifln activities on site. Na cvrkruction waste matetial ar chemicals will be
dispased af on site. 'Ihe residents of the developrnent will be further governed by
applicab2e Ioeal, state, federal regulatians regard'arsg ]eaks and spifIs of pollutants.
~
a
~
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I
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, i 57`LST5311 :lMPin+fi{Flr LL 4RIaSi hHCT ,
~5.'AC 19~-SS-940J Sccri~n 31 10 210[t ' -
~ VVIRb1p2M7kL ELL'SC7l7S (concinurd)
Yvikusrion Foe
4sncr v,e anly
f. Ftaa aany v.hScula. cripa pcr day wuld he gtnera[-f hy ehe crvpleted yrojec[' IC knovn, ~-3
6ndLcaCe -hcn peak Vpyld otcur
,~P A t..ta r-Z~
S trapn.ed mcaeure+ ca rsduce a5 con4tol ta.neparta[ion Lopict., if sny' !
TransDortation imoacts will be munYmal wYt.h the propased
plat af 9 lots, Rights-of-way dedications wi1l be made ;
as shawra an the plat rrap.
, i
1
15 PU6LIC 5£RVICCS
a. Nuuld the prv]ce[ reaul[ Sn an incxeaze4 need for puSlic aesvleee (to[ ea.empLs, fSce pro[eeeinn,
pcc:CCCtan, heairh ta[e, schaalss o[hcr)'. If ov, Senetaily descrl6e.
SE'e AttaChed.
~ t
k
y
h Propa.ed ar..u- co reduse or cenerol ddre.c iwpaCC. an publ[e rervicei, i° eny i
See A~tached. i.
1-• Y} UAC
~
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I
1
ff p~'~s~
i
a CSYCle uC111[dei currenL3y av*! L hlr a[ Che tf[c; e1ttCYfeLiy, tlaSural gae, wa[rC, Ye[u.x ~
4ervics, telephone, ranLrsCr .4++c[, septle gy.een, o[her ,
'P Attached-
6. :k acr[6c chs u[Sll[Sra Lhy[ arc prapoaed [or che proJcei, [hc uLilLty ArovSdSngit}x st`vSec and ~
[ha -,eneril [onEtrutilan aC[iv1Clei on Chc eltt ❑r Sn ehe immedft[e vl.rinlty whi~eh night bs ~
nes6ad ~
sEe AttaChE'd.
~
C. 5IGNArlTRL
~ i
T. the uadersS6ncd, outac under [he penil2y o[ perjuxy chac cht ebave rcoy+onmen aYe made Cru[hfullY and ra the be.c aC ¢y 1,no+e1c4ge I alno
ander+und ch.ar, ■Sauld chs[e Le any -i1LlvS mSUrepre1en[4tS0n or ailliul 1.eY nf :ull dimcln.v;e on uy par[, the sErn[v c.ay v;;hdr+v any
determfnstlan af nonm[gnillcance [h.t it eSyh[ l.avc Sn reif-cs upan thii elseckdla[. ~
It
o.te• MaIC,L r~_ 1M~, II1C, (~.'~~DS~]V HC7IllE'~ ~Ve10~[lEI'1t) We5 ~.'ro5~7Z7
fy~ (Pleaes Prin[ Dr Type) Propanent .ff Add ce e. r. V. L7~1x 12717, J~fCanet YYL~ 99213
" ~ ~53`grviLUre) ~
Phone (509) 72V-J2C7
Per.on toaplsci~y :o~ ~ACSfZC-'l~~ C'/C7 ~Jr7T1Et Z'c3rbLIttC7I1 Ma-rCh rJs 1993
9hone. (509) 534-8086
rort sTNr ust o:rt.x
5[afC deaber(s) TlVi[VST$ ~ivccklTsc: ,
y.aed` o{n [hi, .ca![ rcrlru nL che ~avSr.~~~~nS.l. thre141f.r~in4 or.lur percincn[ Snforou[Sna, L!u .C.[f
A f'1 ConcLudea Ch+[ theYS are no probsble eSanLtiCAnt adverat L".c[a and resaoocrsdi + dcLSrmLna[ipn of nonASrni[lc.ncc.
e. Conck~4a• xllaC pcob.LSc +lgnl;lcant sdrer..e cnvLranmcnC*l Sapactr Ao caYet for the eurrsnt propa.ak and seean-do a uSKLgn[sd deter-
nF"AcAan ni non.lgniSSCanCe vish conSi[ivnp I
C Concluder thae chere .re prob.Lle IgnSSi[ant adverae envira=snial SmpacCs a,nd reeusmcnd. s dc[ermlica[Son of eignlfie+nct.
i
YILIIIC TL'E - ~75.@D 1
i~ ~
.
srorwe CNYLRQNT¢f[TAS, a~Ex~icE '
(slAc 197-11-956) ScccLon xa.io.~•^~i~ ~ . 1,
-
n. Fsvtxaras~rra~, ts.a+sm°s (coUcl_ _e) _ •
Ev.iuatlon For
12 RLCAZAT104 AFsnCx Ilae Only •"f
t
. tff+at de.lgaated .nd ln[oranl rce:eac£nnai appor[unLCies Ors in the imaeSiA[e r(elnLcp'
SEe Atta~hed.
i
h, L~ou1G thc prapa~ed pYoyeec dl.nka~e sny eat.lSny~ resre.Glyn.l u+e•'. [l .y, ~Ir.tPiLe
~ITr's
~
C. Tpapo.ed measvre. [o eedueo or ron[fvl t.r.eei on resre.tian, 4ncludfng reCrea[tone3 npporr.unl- t1c. to be prnrlded 'Ly tl+e pruSrec or .nptieAnc, tI .r=y ~ N/A ` C( PWaVA-1` %yvk~~'{
~
tl. ilis-or.ic nau cULaunr.L rxzSMn_:oii
Aee there aqr plasea or aLjeers li,crd on ai prayvjed Cor naclon.l, Meatm or 1a[.1 pre+es-rm- -
tSan rc&lM[ei. 'cno~ ev he an o[ nsz[ Ca the mfcs'. If +o, yener►1,1i demcr[be. -
Nd
~
I
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b. Csnec+117r ds.aCeE6e •ny 1+n4y.rka ar erldcnCS aC h[.carle arehas01ot1C.1, atScnC[[Sc or eulturak I
Lmyort+nce lcnovn Lo 6c on vr hRtC [o [hc .l[e. ~
ATr-. ~
_ f
i
C. Prepooed tiearursa ta reducc ap tont[oI Sopae[a, [i any;
SLE' Attc"3Cr1ed. I
i
1L :F,ilfI51'QR'AiION e IdentYPy puLLlt aCrcex. .nd hlghvays rervsna the atee aad dsserl6e propa.ed .eeeae lo the
cxi.cS.ny .crcet ~r~eca Shoran Sfcr pS.n., F[ nr'
rSee Pit'taC.`tled . ~
r
i
L. Ib siCs tul'rsnCly dervcd 6r publls LratipLC1 Sf nac, wluc Ls [hs opNraxSmmte Jiscinzs co the nearas[ trd suSC [o ! I
SeE AttaCr7ed.
ilov sany paek1A: ppaees vauld the eoepletcd projecs hAve' 1Snw uanr aauld the p[vjccC c11aLn.[c'
[s~, 1
~`6 Utach „ I
~
d. v=1l ,-QquAre +nr ncr rwds or .srre[+, ar 1nprovamsnt- so ssf.ting ro.S. uc itsreer
no[ SncludLnt dri.eway.' Ff ro, teneraliy ds.erSbc (LndLc.[e rhethcr pu6Lte ar prlvate)
A rrew public cul-de-sac road is propcased with the
oreli.minaru nlat. The road wi1l consist of a 50' wide R.O.W. with a pawed 2 lane roadway and 4 5 " cul--de-sac radzus. ~ • ~ ~ ~'~a
Na lots will access airectiy onto i2tY3 Averrue.
ok
~
,
e v[1A the pYO]eet vac (vr occue Ln ehe lamcdlate rlClni[r a!) ~a[ee, ratP, oc ..1r tranarnrcaeAon' U.
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T[ ro, generallY deaextbe, ~
4
No
~i
" • s~~ar.urr. r.+rvzrrnr~terr.AS o~~!u.v~c
(Uac 1e3-11-9601 sGccson ii io sjr , .
L, [7lViRGH1lL!f[dL !lv¢NFS (eontlnusn)
Sv.lvattan 5'ac
AaenSy ll+c Ort17
j hpqroxle.e[ely ho~ nAn7 yeople vpU,ld [he ena,pleted projsc[ dSapLcs` None
~Fr
Prapaaed mripv[es Co svafd o[ stdvice d1opL ccmcn[ 1mpaCCs, lf eny.
LV I l'] •
. i
i Yrepoicd mesgure. xo snsvre xhe yropoaal Sa cvnpaet4le Wl,ch exlactvS +nd grafae[ed land we. and ,
pl.ns, S( iny I
See Attc'1C}led, 4
. !
t~
i
f
9 NOU5iNC ~
s Appraximaesly S+ou e.an), unl[• vould bc pcuvldcd, I( .ny? Indgcaea v}w chs[ higM- , nlddlc-, or
lov-Tricods hou.Lng. r
There wi1Z be 9 new single farnily reszdential ~nits with ~
miGtTlE 1T]cOme rarlge or La ~r - i~~7Gi
b. Approxla.cekr ha++ n.ny unSCS, Sf any, vaukd be cTlseSn+SsdF Indlcace uhechcr hlgh-, oSddle-, or `
kQV-Sncaac houslag ~
[VCJ["1C i
1
r Pshqo u A ae.surrv to rcdv[e a[ eon[r51 hnu.lng lepset., SS .ny: ~
N['ST'SP ~cf Pcc~r[r 10. AE5311&T1C5
A. 41hp; ls the [ollea[ hciahx oi •ny pcopased tteuctuTC(a), noi ineludfng mRC{i1P4LRT VheC is che
prlnCS¢a1 sxieplar 6u1]dSng eicccZal(o) propoosd'
One a.nd tti+ro story wood frC-une t=on "ratxuctx.on t"1olaSes 1400-
2-zrM sqaare iR~erypicaL wif-h-r.wra-car garages. LomposiLion
raof, vinyl siding and/or T1,11 siding wa1.1 be used.
h ll9ta[ "'SEm6 Sn ;he Smaedlacr vlcSnStY vould Gc al[errd 4Y ah.cYUCtcd7
Spe 6,t~~c.,~]
c. Pro,poiad -ure• co reduee ar can[ral as,.xheSSe Sap.Ctr, Si sny 4.,ro~'JiJv ~U:i.Ldr' s
will buiZd al1 0f the hrxnes in the praposed subdivision.
~
P].ans and bui3.dincr rraterial will be consistent a.hd
complementary to rraintain aesthetic eantinuity.
u,o C,.a,RE
. 'Ih.c eYpe nS 116ht or glare vSil r.he prapo.a1 pradusc? 'rf„ e time ol d+Y Ww 1d EV, n.inly oeede,
See AttaChed.
b Could ltght or 61arz iron 2he find.hsd projece ba . eafety hasaed ax increr4ece vittti view i
o
C. WT++t sxl.[Sng vIS-slts sources pf ],TghG ar glate nay afleet ynur propflaalt
LYDI2e . e.f'`+ ~ ~ 7✓
+S. PYAPO\eC nca.ure. co reducc or concro3 llEhc end glarc lnp.cta. II any: ~
The use of nanqlare liqhtinq far exteriar liqhtinq, sa as
nat to spill ovex onta adjacent properties. ~
~
8 ~
i
{vAC 14.2317 ,rar,av;r. errv11U:.-:'z11rAL :ir.nl,iurc[ gg7-1S-9G0] Seccian 1P • ,
3- MIRaNfGLICTAI. CSZ}MT;S (canr.Snvsd) W
Lra1us[ion Tor
LIfYTiLaN:°g;~AL SiLAL:H (coatlnusd) ' Agcncy 11.c 9n1y
(3) ieo,paeed acABurs' [a itduct ❑i toncrol •_.lrvnmcnc+l hcalch h,sardd, 4S ■np. T
N/A
- r._-- - f
,
]r. Hot.c:
(i) Lfhar irpe& oI nviie ex;j[ !n the arc. ++hfch msy +ifect your proyect [fp~r es.amp;c cxe[(Sc, 4
aquSp~nc, vgera[lort, ncher*
Traffic £rom adjacent streets, rrost natably alonq 72th
Avenue and Evergreen. ~
~
(~7 wh•c trpes snd ke+.ele et nnl.e vould hc cren¢cd hy or r..uci.[ed ~i~f~ [I.e prnjsst a
•hqs{+Refa or •]pnb-rtra ([pS e n(~IR L{'.C{SS, C0~4L~uG[Sion, ~j~eYal44~+~ ~k[lieY)' Ql~~~te ~
.hac hourc naf.r .+ou1d srne [rom the .i(,e I
See Attc3Cr3ed. I
PYapo.cd mt+gucc te rrdu[c 6Y eon[ial no1ie fepAeLs, T[ srvy ~
sega ai-tarhr~ .
B. 4A'Ip AtfD S]IQF.ELIIIC ll5C ~
Yhai Ls the eur[ent vae o[ che Mi[e and .dyrcen[ pYVperFSee? ~
See
r
b. Hds the sltc been u.sd [o'r agcleul[urc' if .o, dee[rtbc.
PITQt zz7 Y'4E~CE1rit vear5 _
e N.trSbe Lny .truceurei on the r1[e.
None
a vili .r,y .LsuCcurti br deaok4.n-51 z€ i , whicl.•
NO
e. +d4.c Sa the cvrren; aQning ciwpall9cr[100 aP ilse .St~3
Urban '
Vhst la Chc tutt'en[ [=pCelien+lvc pLn deNfgn+,sion oi [hs tiee° Urba.L"1
a. If App1Y[ah1e, vha[ 1s Lhe [ucreni ahorelint sas[ez progFam deafgnRtlan a[ the eL[e*
~ /A
h klai anr parC ol [he aitc Lecn cSa..LfSe3 at an -eu.Sxaaaencally acn.ScSrc- nte+T Ef eu,
ipeci[r.
ND
i ~
1. AppsoxLnatefy haw m+ay peapls would re.lde oe vvrk ia the eaayleced pra]c[CI
Approximately 23.22 people wi11 reside on szte v"°ahen ~
1-t zs ruTiy ctevelopea ana occupiea.
r ~
cuAt 197-11-9601 s«t,on il.so zao(i) , sFOKhxC MIRaxuEtrxL ORo9NaxcE -
E. EKY1R4tt1SEHT11L ELErSEHTS (continued) Eralvatlun Far
S. AHSHF.LS Agsney 115e Only
a. Circle any birds and aniraala whirh hava bren ahserred an or near [he site or are knrMn ta be on r~~ y
or near thr Sl;c;
b4rds havk, heran, enqie, songhirds, ❑thrr: ComC3T1 b].rd 5peC1e$, ~ r
rnartnaals' drer, hrar. elk. beaver, ❑zher• 5Ma1~ rodeI7tS (m1CE', & VolLS] SCfLt1rrElS ~
fixh basz, salmon, traut, herring, shellfish, o4her jIT/A
❑Eher NQ'F]e
b. Lfst eny thrrstrned or endsngrred sprCles knarn Co br on or ncar ihr SS[[. . ~
NDI1e I ~
~
I
~
[ Is the sitr part pf a mfqratipn rou[r? ]f sa, cxplaln.
111. of Snnkane Cnuntv is a migratory bird f lyway . ~
.
;
. , i
d. Prppoard nra surrs ta preserve or rnhence viial STc, 9i` any T]'2e SltE PreS2t]~ly laE:}tg
the vexetative caver arcd wate.ic saurces necessax`y £or su,b- ;
stanta.al habitat areas. As Iots are _~anascapea, rrees,
and lal of-i nos rai 1.1 Drovide haba tat fQr birds,
~
5 Eti£&GY AHQ N,iiURAL RCSOU3iCf5 ~
a Vhat kend3 vf eorergy (e}ccirSc, natural qas, xmd s[nvc, solar) MSiI 6s used tq mre[ the i
the [ompleled pro$ect's energy nrtds' Descrl6e xhether S[ ulll he used fpr hratSng, nanuia[-
ivrsnq, e[C ~
er Powex would pravide na'tural gas and Vera
Water & Pawer wil1 provxde the electric tar Zhe reszaerz~ial • I
developnent. h. uovld yovr prv'ec[ affsc[ [he pv[ent9a; use e( sufar enrrgy 6y ad,¢cent prppertles7 ff Sfl,
genarally drstrtGe, ,
Na
C. sthat kinds o' enrrgy conserya[fon fratures arr includrd in the plans of thlg grapvsalp List
o[hrr proposed meusurrs Ca reduct or contral enerqy Imps[is, 1f any
The hiqh Quality homes of this dewelopment will be built in
an energy efficient manner using quaity cons-ciructInn-7mterials
that_ wi 1l nrcrmcate enerqy conservatian.
r EnvIRnMInrAL HrALTN
~Yrr Chcre ayy rnrironmcntal heel[h hatardS. In[]uding exposure to [axlC CF€rmi[als, rltk af Flrs
and ezplosian, spili, or haxar4aus waste, that cauld occur as a rrsvlt aE fhlt progqsal' lf so,
6ESCflbe.
LVQ
f
I ~
DescrlLe sryccRal erm.r9ency srrWS[es ehat migh: 6e rrqulred.
NCJTfe
~
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;
~
{uAC 147-11-960} 5<sslan L1.10 21n(i) 3f'4T_AtC[ V[YIR&7lCtI dRI]i![A:iCE
- ~
,
E. t?NIROEMetTh:. L'll}tLM.'5 (eoncl ) . • , .
TV-1,4i[Iisq f'or
ilpen[7~ Gas eniy
(,S] tilhae praCectlrs ncA.vtci vill Se [+ksn to ln3ura Chit Scak• or cpilla a[ any chewScal@
iSoYtd or uxed on lTce vill not be +314ved [o peeimolace t❑ g[nundvti[ec (chle Sncludea o<saurer C,
Tp
La ksep theniealp put pf dLrpavaS apsieaa deac4i6ed xn )3(2) ane! 3b(3)' r f-JO.,.'=--~
` See Attached. 1-2
VY,~
VaCCY ~unaff [1RCSudIlnS a[vCt va[C[]. I /
[i) De.erLLe ehe aourts vf runoff (lneludln~ aco~n vatsr} anE ae['iod oI ~oLiestlon +nd d[. ~ ~
posal ,
+°7 Flneludc y.unC![Ie., i[ kno.m], uhere vlll [hta uaCer lkaN' Ull$ thL. ..nr.cr flnu Inco
oLhel NaLlTi' Z~ azy4P1LG
St;ozzn water volurne equal to exxsL-xng vo1LFme pa ss.i.ng ove r F i
site will be maintainea. r.-xcess scarm waces w1rl-TyercTyl-crte
irata the "20$°P areas per an approued Drainage Plan to ~
accommodate developed site conc#itions, i
(2) 1511 a.nr chemi[.1a be wtarcd, han4led or v.sd Qn [hc F1[c Sn a]o4+[fon rhsre app11i vr ~
Lsak v11S draln ta surls[c or ground+..ecr vi ta asea[n vaser d5.pn..a1 Sratm diaeharglnG co 1
•urE+ee ar jtwnAwter' '
i
(1] CouSd r&yce, sa¢sr(Ale snxer grvund or rurS+es w ccr.' .a, G-izrelir ds.crdYs ,
SEe Att1ChEd. ,
l
i
- I
~
I
d. Irvpn.sd ne+sures c❑ [educe oT ean[ro1 sucf►cc, grw nd, and runoii vi[er impaets, if any {[f r ~
t Lha pcapoasd ■ttlan 1Ses vtrhin [he AnuSfsr Sen.iCtve AI Rc erpeci.lly clsar nn cepl.n.ilan+
r trlacina ev S+eflitlea eunccrnina Seettanp Sh(&), }b(y), .n, )C{3J oi chf. ehc0.L1.cy•
SL-' P,ttc'iChed. ~~~k •
,
a "hsqk or tirele tygc o[ rege[aiifln Iovnd on ehr .lte I
i
dcelduvvt [eae, aldcr, n.p}.c, aopen, o[he[
ercrareen crec: fic, cedar, pEns, vLher ~
a h ru La
x trum. ~
pascure.
i
Crop ar yrain. ,
wet ~nll plants, CaCCRLY, Lu[ccceup, 6vilru.h, .kunk t.6b.6e, ocher.
w t.r pkant.' ...xer lllly, eelrra.., sllloll. «e1trr +
ncher Lypei o( veqeu i1Dn. ,
b. blsat kind .nd .rouni af we6seatfon vill Le renpred or aLceced? see A~~ached, '
I
~
e f.l.m[ [htu [cncd ux endangecsd oge[Sca knnvn [o Ls an o[ ncar [he atCc.
I
4. Irvposed iandrsapSag, use o[ istt re 1. ❑ otha[ qsarurc. C rc c e ei as n
an zhs ,ize, sr .rY: Indi~ric~ua.°l scapzng w~~.I I~' ~b~~ ~'n ~d~° ~
building lat. Typical landscape SpeC3.@5 0Z trees, snruos, ~
' and Drrrarnenuals wi-L
5 ~
d
- I
' ' SI'4!".Ab'L Cti7C]Sa:':L°I::A7, tlF~„l~:i:7[I I ~
[a~t F93-11•9Li1) Scscion T] ip,:3 '
3• LNVdA01rSLYFAL ELe.^_rF~ [sontinucd)
Lval~aCfva For
hgenty Use 6~,iy
C1C4teace the amoutkc o[ CSIh .nd dreGge t.lCerls,k Chat vouid he pLaced Sn or remaved from the
BurEaer yater or ueClanda and 1ndica[e eht •rea ad the eics :hat Yould be a'(fe[ted. Indletee -
the aource o! Si[l aettrlal.
NC1T1P
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[G1~ ulll [h. Fir.,prv..! r.quir. .urr.rr ~..i.r olchAr.v.E. i41rP~.Inn.Z Llv. . _ iur.l .l~.r~tp- ,
tfoi~, ~~nf~ei~~, ,nd appr~i.lua~c .~u~ntSc'Lr~, !t knwn
~
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1
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(5) Qgrs the yroppaal l1e ++SShtn a I00--yeor Plond plein+ If 9a, naSS lncaalan an thr sSec plaa.
Rlr.
~
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i
(3) Doey [hr proPo"l Snvp3ve .ny di.rhargc■ vf vasce naeeclain [a aur:.cc'iiv•tera1 iP .o.
S-crlbe the t,ypr of usaCS and anclCSpatad volame of dlsChaYge, • ' ~
~
~
f
L CrQUnd
(1' Vl1Y 6roundva¢cr 6r vSthdrevn, ar ui1L ua5cn cc dS.Cl+irgcd co grnunJd.ter' Cive yener.l
IieeGiSgCA9n. Puipaic, ynd .pprarc4mAcr qwn[Seie., i[ 1anoun , I
A3n, watar ^Fnr th~~~t.-F+1narlmPRi- wi J1~,e IDr-nx'r1.ripA hv 1Iara ~
Water Dastrict's waster systems.
(73 AraiectLe vei[r eAtec{A! CIs.[ vill 6c di.ChAYged Sn[o chs t[ounA frrne sep[Sc s.nki pt achsf ~
■anltsE-y va.[s [reaxz.en[ da[Ik![r 6ea[rlbe the goncfad FSxe oI the C]16fC3, [Ai nwa6sc of ~
hov3ea iu be +erved (Sf agpitcs6le) ar the nimLer of pesaona ihe ry.cen(.] •re expetesd La
aecve
See A4tr3ched. ~
(3) Deotrlbe an7 .ymcen,, othcr xhan [ha.e dr.;gntd far the dispq.sl a[ sanicary vaaca,
SneeilPcd fpr the purpvre a[ dSaehargln; fYvId. bciav tke 6roeind avr[aee (lncSuCss ryo[eni au[h
ar thoee fer [hr diapoi.l af a[ora v'+eer oi dCalnags Ireo flaor drains] OcserLbe the [ypc o[
ay:cen, i1~c anaaac a( mncsttal to he dlspe.ed af [hrough the ayo[cn .nd t}ie [ypss oE ma[erSala
likely to Lr dlepo:eS o[ (Sneiuding ma[erf+l+ vhlth mey encer ehc apsccn ina.ivcrcentlp ehsavyh '
splils oY ss a rcaui; o[ tlre[SShtSng actlv![Se+)
See AttaChEd.
(L) vLi1 Any chcalcnSs (C4PqLlALLY ❑rganSc .alven[o nt pe[ra,Leud fusfe] be aiQred Sn a6ave-
greund or underground acbr.gc ;aaka7 If .o, vhrc [y5cea +nd qu.n~ird~, oi eu¢erial■ ulk7 Le
acvrsd'
Nn . _ ~
b ~
- SF6pAYE EYYi::~f?~i}itAL i7~iDEHA~
(WAf 197-11-960) Seet9on 11.10.
8. EnYfRDFCSEXFhL ELEt1EHi5([onCinued}
Evaludlian Fpr
C. Dcscrlbe the Agency I]sc SJnly
pvrpose, type, and Approxinate quanxft+es of any fllllng ar qrading prnposed
lndlcete 5vurce ❑T T111.
,q=Q aradina will te reataired for road, utality and hexne
canstruction with landscaping, No -eaetra fill requzred.
f. Gauld eres9on oa ur as a reiult at elcering, canstructlon, or usc' IC so,~ gencrally descrlbe, ,
SliQi]E 3T1d lpyiGDEZ'
landscaui nq of the iat s .
rmy Oc~~ ~QVIV13
~ ~U~l~~'~ • ~
g. ALqut what percrnt ❑f the sitr vi11 he coversd xfth Impervlqus surfaCes afItcr proiC[t [onstrut-
tlan {for cxar.ipic, asphal[ ar bulldings}? i
Approxiruately 27% wTll be covered with nouses, drxveways, and ;
out-buildinas.
h, propo3ed raeasure3 [o riduEe oY con[ro] erpsSon, pr ❑ChCr lmpACis tv the ear,"E'h, 1f any
0radiria and procer
~andscaninra. Measures ta reduce winc3 eroszo~ during constlcuctzrrrz ~
such as sprinkling, will be used if it becomes a prablem during ~
c-nnst~uctinn _ Soi1 s found on sz te do not loresent an eras ion I
z. tiIa problern due to their texture.
a. khat zyps of emfssrans ca the a1r ++w Sd resui; frcn the proposai {I.c., duslc, autCnoGi}e, odars
Sndus[rSa4, srood s+mkr} during cflns[ru[tlan and uhen the ysroject fs [pmPlet;es7' 7f any, ~
generally drseriTir and glve approxlmate quantites 1f knaan ,fin n 55 D~ a ~
~.J r~E
See RttaChEd. -
~ cvt~ts~~-~'~ ,
~ ~
' I
b Are thrre any off-sl[e soor[es of emfaslans or ador [haC may a(fe[[ yvur propQSa!' If sa,
gentrally 8sacrl6e.
NC]
5hGwls a5so(Aa.Lc ~
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• VL j L1~V~~J~ s~~~ ~ ~
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C. Propaard rreaxures tv redvte qr [untrui enitslons or ❑ther Smparts tv mlr, 1f any. 1{
See Attc'l.Ched. r
. ~
~~'y'~ 1 r ~
sY'1 _S:
.
s unTCR
a SurSree ~
C11 la therr any surfaee watsr 6Qdy an or in [he fu+nealS+[e ricSnfty el FE,e yttt Inclil3fln7 ycar-
round and srasonAl s[reams, saRtwater, ia3ces, ponds, xeCland3}1 Sf yes, descrlbe Eypr and
prarrldr names. If approprlatr, staie xhat strram ar rlrer 1E f1pus inlo.
No surface watex' is found an site.
(t) N111 the project rrpufre any xurk ovrr. In, or adfacenc Lo ZvlLhln ZLq frct] the cles[riped
+++iers' If yct, pleasr det[rlbe snd aLCach avaSlaB}c plany.
hTri ~G i
p
3 ~
- SF9r..~.i:[ eNV.A62~ttL`iTAL_atsL:HN[CY
(VyC 197-11-960) 5ccSian iY IO 230(k)
•I ' _
~ L+SC7LL11~[17 (cnncleued) '
4• DO 7Ou katr` yhrrRer Appiicxtlena ■re pending [ar yovemmenfal sppror+ls of aclur prapoiala diree[1y a[deccing the propcrcy coYered hy your
yrappas,ll Sf rcs, eatplala.
t7ne direetlv east, but tas nc affect ❑n this deve~opment.
10. L1a[ an7 anvsrnmsnc spp:ovsSs ar pernlcs xhac viil br nssdaE (ec re.r propo..l, SI 1~.m 1at:
enqineerinq Plans, specxfa.cat.ions, easenent permit, sep ic ta appravais by Iiea1-Eh
District, and buildincj permits by the Buzlding and Safety Develapmenr.
~
ll CFrs, a hrief, eanple[e descrtpe4on ❑f yw r TYVyaaa3a ineludLng the prcposed uiem artd the sSce ol xtse prayec: and .S[e 71ssre are aeveral ~
queaciona La,cer ln Cf+in cbec},ldat Chac .ak pW co de0cri6e earL.in aapse[o eP your prapoiai Y w do na[ need cr repu.t [hose anewera an C'his
page-
2zQposa1 is ta develop 9 sinqle family lots an apptoximateIy a4 acre szze zpned UR-3.5
The develvpment's water supplies will provided by Vera water & Powear District. Waste- \0
water will be disposed of thxough indivxdual an sa.te septic systems serving eacn
residence,
[acatLoa ol the propaaa3. C4ve +ufCSefent },nfarv.itivn for A per.on ta un3icr.SAnd the pPeeite ivca[Son oI auY ro oecd
1 P p prajec[, Sneluding v ~
trxee[ addree., 1{ any, .nd .z[xiun, covn.hip @nd aanye, lf knovn. S[ . ptapaaal t+ouId orzvt OYGC r range-vf arei, prov{ds ehe e.ngc
6vuadariem aI the adee(i) Prvvide y leg.l deierlption, iltc ,plin, v1elnfCy v.ap, and copagryphlc m..p, Lf [eaaQnaLly ada11sp1c 4lh4ie youiY~
ahaaZd su641E rrvr pLana required Lp r.he a6enc7, y¢u ape no[ rcqulYed [a dupkica[e aap. vI r de[a(]ed plrns av}.uttted -ieh nY Pcrntt
YeL[ed fo ch1.a etuekliat ' +PP1dca[1an ~rY
The site is located abaut 488' ea.st of Evergreen Road and sQuth ❑f 12t-i Avenue
approxima~e2y 16S' _ s lacated j_n Sectian 23. Townshzp 25 North, Ranqe 44 East W.NI- -
13 ❑oe3 [he propvied aceion Ile vl[hSn the Agv,.tfer Ssnaliirs Ares (ASA)' -he Gensr+l Se-ei' 3cc'vlre Area' :he Arlorlty Sever Serv![e At'sa' ;he
Ci[y oI Spak.aneT (Sse. Spekane Councy'e ASA OvecYsy Ipne RCkce Iov baundIclee) ,
✓ TtCb `P_SS11 _ ar-iri f_~-czA hDiinriarLp5 in .14rkrlk-;nbne niMi`V_
.-0 aL eo;sIe':'za Ia arPt[[,vr,
4
6. CHV IH9R'¢:fJII. CL.7[L7r[5 ~
Evalu+clon Far ,
L EA7i~l A8eney Uv Qniy
a General dcoccSp[Son aC the ilte (c{rcle anc}, [1►c, ralling, hSSip, esep a1npeE, nountrlnvu~,
athsr
tr, a littYa cie~r_endi~g.
h 'fhac Sa ;hs s[eepenc alope on [he sZCe (ipproxlnaCe pereent m;ppe)' ~
T1_ f
C. '+hat geaer.I cypea o£ ~ells ate lvond on the ;l[e ([or earaple, clmy, esnd, grarcl, pe.c, ms~C+cyR ~yf&
Ya~s kna. ihe eL~.aipteaclon oi agrlcultural aply., .pecfly e.hen and nats any peime isrcnland. ~
--ge= n~_ o ~
r `
~Dr'a-? 6f) GmE) C-fmf n Suin i
~ E~ ~ ,~~y , I
d, Are thcre ourCa[c lndleacioaa e[ htatorT a!" una[a'~Te soile in [}u icsedla[e vT[;aflp? IP mo,
4l ~ ~ w~ L i
dxzcr3bs . ~ ~
t+TO C ~
~W r
~ y
~
SF6ICAHE £tiYSR0Yt1CM141. 41101inAtlC17
,
(1£AL 193- 91-40) See.lon 11 30
i
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[ikv Ironnk nlai GNCCk 11~d1
f1lt 80.
r Purpase a~ [hecxllst•
The Stste Enr9roremental Pa19cy Att (SEPA} chaperr 43.21C RCW, requirex all goxerrmentel agrnclrs ta cansSder the enrironmantal 1r194LL: Qf s proRa:ai
befort izeking deCisions. An CnrifWnrtcnEeR Impac4 SLettmcnL (EiS} musE 6e p,epnred for all propoaal5 +rllh ptaba6lr slgnlficant advrrsr fnpa[t3 pn
the qunltty of the envirornSent. The qurpase af this checht]ist IS [o pravide SnfQnnAlon ko hclp you and the aqrncY {dRnzrTY {mFacfs TrQn yovr
propas;l {and to reduce or avoSd impacEs Trab tMc proposal, !T It ean br danc} and i❑ hclp llse sgcn[y dccl=fe xncthrr an EIS Is rciiurrrd,
ln5[rvctlnns far App},1sinLS: '
ihis enrlrQmmrntal chec'kiSst asks you to des[rS6c smc has4c tndurnutlvn abwt your prop6sal. Gorernn+cntal sgrntlcs use tht5 [hccY.l{3t to determins
xRcther 3he envirancmntel Iapacts of yaur aCDAoSdI ars sSgnSiScant, requlring prrpar,idion oF an M. AnsNer [hc qucztians brierty, W+th the Mst
prcelst [nfarizat9an knern, or g7ve ihe bezl descrtptlon you c+n
'fou vust answer eaCh quesClon aeevrat::1 .•.t ~:-:j:iy, tc [he Ocs[ sf ynur knvwlcdqe. ln masz eaaes, yau shDVld tsE able [o ans.+cr the queFtluns
frnM yaur arr vbxerratians Or pro}CCt plans viLhout the need [0 Ffre exprrts. If yod rea) ly da not knaN Chc ans+.er, ar Sf a quesiiafl daC; noi ao0lf
[a yaur QPOpp31Y, vrlfe 'do naL knaw' or 'daei no[ apply.' C[anple[r ans+*rrs to ths 9uestlpns ntre may avpfd unneeessary Selays later,
Svx qvestlons ask abovt gavernarn[+1 rrqul4[ian3, xueh ts zcnlng, shorrlinc, anE laqdmark dczIgn.+[spn:, hnsvrr thesr ques[lvne 16 you ean if aai
have pro4fens, [he goxerrmrntel agencltx Can aaslsl you
Tht Cheekflsl 4uzTifons epply ta a11 psris Of your prapasel, evtn 1f you plsn E4 d4 L'hcu odcr o psrlffsf of Gtmc or on d(fftrent parGC9s oi 1anE
ALtach any addStfanal jllLpriM16fI9R tha[ xfli desCrlbr yaur prapp5dl or 1[5 cnr4ranm:nLaa1 efft[SS. She +gcncy to xhlcn you iufstafE ihf; chrcklist mif
ask, yw tp explaln yaur ensvers or prorfdr addi4iona1 Vnfor.natfon reasflnatrly rr3aEed 1[o dete m ~ninq ff Chtre may be :1gnlfieanl advcrsc lrnoact
Ilxt aF eheeklSst for nonpro,fEC[ prnpvsa}s:
i
Ccsaple4e Lhia CheckltlSt far nqnarajrCt proposals, ercrk thaugh qu[SLIanS m5y hC at)swer;d °doez RvS bpply".
I!C A0D[T[pN, ea+glrte thc SVAPLE?1CFt7AL S}fCCT FpR HflYPR03£Ci ACTidHSlPart 0):
Cor nonpro x[t acelons, the relcrrn[cs 1n tht Cheek115t Ga tne words 'prp,ect,* "avpl'I1ieant,' end 'prQperiy or sitr' shau]d 6e resd as 'pre¢asal,'
'propoaer,• and 'affcc[rd gragraphlc area,' reSpeCtIY21y. I~
/
A. 8&CKGRUUti4 ,
l. :lane vf pYOpvsrd projecl, Sf appl S[a61e ~i~~]~'.c'~it o~ ~utter's '~{~C~1~~Cbri1 V
I
z. x.m of Appilcan[' CHD, ZnG. (Crasby Hpme Developnent) ~`l f
3. Jsddress and phene nu:+ber af app!lcant ar cantact persan ~~s Crosbyr p•a. B?x ~~kane► WA 99213 j
Ph. (509) 926- ]229
4. daRe chetklls[ prepared: march 1993
.
5. Agrncy rcqucs4lnq cnetklist.~C3C]~{aI7e '~:DL1CltU PTc~1I7171I"l~j ~~`"rSV'lEY1t
6, Rrapased Cfning or SE}YCdIiI[ {1nc1vdlnq phastng, tf appltcahit) PrQ3ect wil1 ~~~~~~oped in °ne phase W1CI1
a.mprovements plarned for eaxly swmmer oy--~qv.i anc~ ncxne consrczuc-F5rI, l~.a'tc 3~1 ~
r
aI1d fal l C3r 1i`1,i. k
~
I
7. a. Up you havr any pl+rta far lutvre additlnns, expanslan, ar fvrther a[[iviEy rel4ted to or cormccted +.Ith thls propasal? Ir yes, exp3aln ~
NCJ
~
i
i
b, do yau oxn or harr optiflns an land nrarby or adjacen[ [a thls prap+txal? il yet, cxp9ain. '
~ i
f
B. List tny enrlraaarntel fn(amst,Jvn you knoti about that h+s bscn prcpared, or u11) be prrparcd, dlrrctFy relatcd to tnls proposal. ~
hTr,nn ' ~
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Krv.i11188 5
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UP L--_ ~
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~
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7-!-')POKANE ENVIRONMEN`; AL ORDINANCE
SECTION 11.10.230 -1Y
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TRACT 'l-1' D' :RIPI q., T'HE NORT14, 7 F", OF THE VYEST
112 OF THE EAST I12 OF TRACT I73, OF '++1'ERA AS RECQRDEQ
QN VflLUME "Q„ OF PLATS PAGE 301, aND A20 FT. RAnIUS
TO THE SQUTH RIGHT-OF-WAY OF 12TH AVE. AT THE NE.
CORNER OF THE TRACT, SiTUATED, 1N S'~OKANE COUNTY,
WASHENGYaN. -
DESGRIPTIC3N TRACT 'B'
TC3TAL TRACT= TRACT CONTAINS SUTTE'R`S ADDETION Ta
VERA, VQLUIv1E "0" OF PLATS PAGE 30, AS REG{3RDED 1N
VDLUME 15 OF PLpTS PAGE 50 ~~~CEPT LDT I 1N BLaCK f,
ANn TNE f FOLLC7WING ADDaTIONAL T,,PACT, THE WEST II2 OF
THE EAST 112 OF° TRACT 173 OF VERA AS ftECQRQEQ A8OVE
EXCEPY THE SaUTH 150 FT. THER~C~F, SITUIITED iN SPU~SANE
COUNTY, ~'AS~lINGTON, ~
THE NORT H 177 FT, ❑F THE WEST
112 OF THE EAST 112 OF fiRACT 17!3 OF VERA AS F~F-CORDED
ON WOLUME "D" OF PLATS PAGE 30, ANa A 20 FT. RllDlUS
TO THE SCIIJTH RIGHT-DF-WIIY OF I2TH AVE. AT -rHE NE
CoRNER OF THE TRACT. SiTUATEb iN SPOKANE CQUNTY,
WA5H1NGTON.
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• RECEIVED
JUN 0 3 1993
wwwuu+rww+nrtu eit*_l4CC1
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REC"EI P T Date
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CMD, INC. ; 9476
WESLEY C. CiiCSBY, PRESIGENT
WOL CROSSWC60211W
PD BOX 13717 509-926-5229 19 7.~81iZ51
SRqKANE, WA 99213
PAY"ft7 T}-IE f ~
OIdD~ QF r> s~~ e~~/'~~._...~
D 0 LLAR58~: ~
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PU RQX 2l2? SAC71tANF. IY4SHIxGTON 49710-31;; ~
FDR hp
1..1 25 1000891. . LG1Q IL, i q 4 1
•
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0
FRor~ ~~GLE Dx Sr NORTr~ EAsT TO
P1708 SUTTER' ~2NL1 AL1D F'LF1'I" 8O4.4NDRY GALCUI.._ATED ;4-2°96 D. B.
AUTCx TNVERSE ~~-x--x-~ aTAFtT i00lZ+. 00000 1 000. 00000 1
1 INV IV 0 03 14.0 W 497, 9500 1497. 94978 999.53166 2
a T1olV N 89 53 39.0 E $42 . 1200 l498. iwf230 1141.65142
3 INV s 0 05 05.0 E 30.0100 ~ $465. 20233 1141. fa9579 4
4 INV hl 89 53 39.0 E ..,a4G~. QS000 1468. L~468 1191.69571 5
5 1f4V 7 0 05 05.0 E 217.9800 1250.31492 1171=.r 0.4O03 Ly
6 INV hl 69 55 21. 0 E 124.7600 l2,.i0. 46.:,68 1316. "T7792 7
C INV S 0 06 a6. 0 E 399.9500 ' 1350. 534,.:+6 1,:al7. 52637 8
8 INV 5 83 51 19.0 W 175.3100 p 850. 09157 1142. c:1E`93 9
9 INV N 0 03 14a 0 W 150. 2674 ~ 1000.33887 1142.07560 10
30 F Ni1 S 89 51 19.0 L1 142.0761 ; 1000. 00000 1 000. 00000 11
A ~
i ~~y, ~ry. ~ry~~C~YJ~L~w~L+ ~q~0000 it"~h4' iry,~p0•Y~,ry,0Y'1~~^p~L~eL~ ry~
^ 1
NQ CL...C3 aURE ERRQR Ar-ea = 151724. 41 sq ft 483I S~c
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5 i HK r 7$E. 20abm i o.:,e. sc2i0 3
i 3 I NV N 89 SS 21.0 P 124. 7000 732.371P7 1175.02199 4
4 INV S 0 Q16 26.0 3799.9500 382.4c ' 1175.77045 5
. 5 INV S 89 53 12.0 175. 33@0 382. @i 1000. 44079 h
6 INV N 0 03 14.0 W 150. @00O 5,3`. 07509 1000.29971 7
7 INV N 89 53 12.0 E 0.4000 532.07588 1000. 69971 37
RADIAL S 86 20 56.0 W
DELTA 239 00 57.0 l_T
RAD I US 50.0000
TA1V 88.3462
L-ARC 208. 5807
RADIAL N27 19 59.0 E
RG 535.25992 1050.59823 38
37 CHORD N 56 50 27.5 E 87.0288 ' 579. E+77JJ 1073. 55633 39
TANCdF'T N 62 40 01.0 W
RAD I AL S 27 19 59.0 W
DELTA 52 01 12.0 RT
RAD I US 15.0000
TAN 7.3192
L-ARC 13.6188
RAD I AL S 79 21 11.0 W
RP 593.00283 1080.44377 40
39 CHORD N 36 39 25.0 W 13.1358 590.23148 1065. 70`00 41
TANCdPT N 10 38 49.0 W
41 I NV N 10 38 49.0 W 46. 81 00 636.23562 1057.05354 42
RAD I Al. S 79 21 11.0 W
DELTA 10 33 44.0 RT
RAD I US 385. 0000
TAN 35.5874
L-ARC 70.9730
RAD I AL S 89 54 55.0 W
RR 707.36693 1435.42550 43
42 CHORD N 5 21 57.0 W 70.8726 706. 79763 1050. 4259` 44
TAN@F'T N 0 05 05.0 W
44 IiVV N 0 05 05.0 W 75.3900 782. 1875`; 1050.31444 45
LAT & DEF, 0.01504 0.007EE+
45 HCLOSF_ N 26 59 26.8 E 0.0169 782.: 0260 1050. 3`?10 3
PREC = 1 TO 74969 Ar,ea = 50994. 18 sq ft 1.17067 ac
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FSFii'J i FiL C 3 G 1 1 t. iEC.Y W '
RP 7$3/ • 37;276 1^T'3..I• 43.718 51
50 CHORn s 5 21 57.0 E 75.4747 631. 62254 1032. ~916i 192
TAN@P°C S 10 38 49.0 E
52 A14Y S 10 38 47. 0 E 7S7• 0S.5I00 J35. 260,.~l3 1050.60700 JW
53 INV S 86 20 56.0 W 50.0000 332. 0e`'64eJ 1000. 70849 54
54 I N1f a 89 53 12.0 W 0.4000 ~ ,.,32. 07570 1000.30849 55
L.Fl7 & I7EF, ` -0. 00061 -0. 008~8
55 HCLLJ7E ..7 86 01 03.1 W 0. 008G7 332. ~~509 1'L'00. 27 .T71 P'
PREC = I TO 61647 N[7 AY`ea
F'ROM AIVCaLE DIST NORTH EA'ST TO
LOTS 6, 7, 8,'3, 10, SIY1ELINE:5 WITH CCJRREGI"IaNS ;
AL.aTO INVERSE
STF1RT 532. 07509 1000.29971 7
7 INV s 89 53 12.0 W 142.0000 531.79421 858. 29999 B
8 INV N 0 03 14.0 W 487. 9500 i ],0i9. 74400 E357. 84105 24
24 INV N 89 53 39.0 E 122.1200 ~ 1019.96957 979.96084 25
RAr3 I AL N 006 21.0 W ~
I]EI..TA 90 01 16.0 RT ~
RAD I US 20.0000
fAN 20.0074
L.,--ARC 31.4233
,
RAI7IAL IV 8e3 54 55. 0 E
RP 999.96960 979.99779 26
25 CWORL? S 45 05 4,.~. 0 E 2B. 2895 999a 99914 999. 99777 27
TAN@PT S 0 05 05a 0 E
27 F NV 'S 0 05 05.0 E 293. ~~00 ,706 . 73950 1000. 43140 2a
RF1I7I AL S 89 54 55.0 W
DELTA 10 33 44.0 LT
RAI] I L.lS 4..13. 0000
7Alu 40.2091
L-ARC 80.1903
FiAI7IAL 5 79 21 11.0 W
RF' 707.38272 1435.43093 29
28 CHORD S 5 21 37.0 E 80.0768 627. 01358 1007.91976 30
TAN@P'el" a 10 38 49.0 E ,
30 INV S 10 38 49.0 E 46.8200 580. 99962 1016.57006 31
RADIA'L N 79 21 11.0 E
T7ELTA 52 01 12.0 RT
RADILdS 15.0000
TAN 7.3192
L-ARC 13.61B8
'
RF1D IAL S 48 37 37.0 E
FtP 578, 22827 1001.82830 32
31 CH❑RD S 15 21 47.0 W 13.1558 568.31389 1013.08463 33
TAN@PT S 41 22 23.0 W
RfDIAL N 48 37 37.0 W
DELTA 45 Q►f 27.0 LT
RAI3 T US 50.0000
TAN 20F 72.?3~
L-ARC 39 . 291 0
R'ADIR6_. S 86 20 56.0 W
RF=' 5,,.;,5. 26594 1050. 60w=,7,a 34
33 CHORI] a 18 51 39a 5 W ..~8. 2137[3 532. 08J, 90 1 000. 70721 35
TAN@PT S 3 39 04.0 E
35 I N4! S 89 53 12.0 W 0.4000 , 532. 0811 0 1000.30721 36
LRT & DEF' ~ -0. 00601 -0. 007'50
36 HCE..O5E 5 51 17 23.1 W 0.0096 532. 07,..,09 1000.29971 7
' PREC = 1 TO 1 30°T69 Area = 70381.06 sq ft 1.61573 ac
F'RQM ANGLE DxST h1t7RTH E~ST TC7
.............._.__~~.-~..~~~-.~T~_.
L4T5 1, 3, 4, 5SIDELINES ~
01€TC! Th1UPRRF I
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FROM ANGLE D~ ST NdRTH ER57 TO
P1708 SurTE~~ 2ND ADn PLAT BauNDRv 7--18-96 D. B.
AUTO INVERSE
START 1 00tn. 00000 1000.00000 1
1 T NV 1V 89 53 39.0 E 50.0000 ~000. 09236 1049.99991 c_' I NV s 0 05 05.0 E 217. 8900 7E32. 20~~0 1050.32210 3
3 INV IV 89 i r,:°1. k E 124. 7000 ~u `"82. ,37127 1175.02199 4
4 I NV 5 0 06 26.0 E 399. 9500 ' 382.42197 1175. 77045 a
5 INV S 89 53 12.0 W 175, 3300 38?. 07a16 1000.44079 6
6 YiVV N QA 03 14.0 W 150.0000 532.07509 1000. 29971 7 •
7 INV S 89 ,.'~i, 12.0 W ].42. 0000 531. 79421 858. 29999 B a INV IV 0 03 14.0 W 497. 9,.f~0 1029. `7'4,:,9z) 857. A.:,165 9
9 INV 3V 89 53 39.0 E 142. 1200 ~ 12,30. 00651 999.95141 10
10 INV 5 0 05 05.0 E 30.0000 1000. 00654 999, 99577 11
LOT & DEP --0. 00b54 0.00423
11 HCLC7SE 5 32 55 28.4 E 0.0078 1000. V70000 1000.00000 1
PREC = i 70 247737 are, = i317O6. 9e sct ft 3.48271 ac
FFtE7hl ANGLE D TST ' NORTH EAST TO
Lf.7T Si DEL I IVE,-~~
AUTD IhIViERSE
START 10sZ+0. 00000 1000.010000 1
1 INV IN 89 53 39.0 E 50.0000 1000.09236 1049. 99991 a
2 I NV s 10 05 05.0 E 21 7. 8900 782.20260 1050.32210 3
3 I NV N 89 55 21.0 E i 24. 7000 78iR. 371 27 1 175. 02199 4
tF INV "~'v 0 06 26.0 E 399.9500 382. 42197 1175.77045 5
,.5 S INV S 89 53 1r:'. 0 W 17,.J. 3300 382.07516 1000.440e~9 6
6 INV N 0 03 14.0 W 150.0000 532.07509 1000.29971 7
7 INV S 199 53 12.0 W 142.0000 531, `'r 9421 858. 29999 a
8 INV Id 0 03 14.0 W 487". 9500J 1019. 74400 857. 841Q~S 214
24 ~~V N 89 53 39.0 E 122. 42oo 7,019. 96957 979.96084 25
RAT XAL hf 0 06 211.0 W
DELTA 90 01 16.0 RT
RADIU5 20.0000
TAN 2-'0. 0074
L-RRC 31.4233
RADI AL, N 89 54 55.0 E
F2P 999. 96960 979. 9'9779 26
CHORI] S 45 05 43.0 E 28e ~895 999. 99918 999. 997~7 27
TAiV&P`i' S G 05 05.0 E
LA 1 IX D'CP A(1e K10082 afd• 00CLJ
27" HCL_CJSE N E+9 44 54.1 E 0.0024 1000r 0QA000 1000. 0000Q► 1
F'REC =I TO 79B360 Area = 150199. 88 sq ft .:J. 4481 iac
FROM ANGLE DI5T NaRTH EAS`C TC]
CENTERLINE BOEa. IVAR COURT
AU'fO INVERSE
STAFdT 1 000. ~'l00eio 1 000. 00000 1
1 INV N 89 Js 39.0 E 2..~a. 1000.04618 ~024. 99996 49
49 INV S 0 05 05.0 E 293. 2E.#00 706.76650 1025. 433E+c 50
RAT3 T AL S 85 54 55.0 4J .
DELTA 10 33 44.0 L.T
RADIUS 41 0. 0000
TAIV Z37. 898c
I_--ARC 75.5817
LVV 1 Il {~VT YJL G1• V L. 1 u
RAD I US 50. 0000 ~
TAN 39.0362
L-ARC 247. 8717 ,
RAD I AL N 27 19 59.0 E
RP 535.26590 1050.58573 56
33 CHORD N 79 21 11.0 E 61.5386 579.69352 1073.54383 57
TAN@PT N 62.40 01.0 W
RADIAL S27 19 59.0 W
DELTA 52 01 12.0 RT
RAD I US 15.0000
TAN 7.3192
L-ARC 13.6189
RAD I AL S 79 21 11.0 W
RP 593. 00881 1080.43127 58
57 CHORD N 36 39 25.0 W 13.1558 590. 23746 1065. 68950 59
TANCdPT N 10 38 49.0 W
59 I NV N 10 38 49.0 W 46.8100 636. 24159 1057.04104 60
RAD I AL S 79 21 11.0 W
DELTA 10 33 44.0 RT
RAD I US 385. 0@00
TAN 35.5874
L-ARC 70.9730
RAD I AL S 89 54 55.0 W
RG 707.37290 1435.41300 61
60 CHORD N 521 57.0 W 70.8726 706. 80361 1050. 41342 62
TAN@GT N 005 05.0 W
62 I NV N 0 05 05.0 W 75.3900 782. 19353 1050. 30194 63
LAT & DEF' 0.00907 0.02016
63 HCLOSE N 65 46 43.5 E 0.0221 782. 20260 1050. 32210 3
PREC = 1 TO 114078 Area = 121364.96 s,q ft 2.78E16 ac
FROM ANGLE DIST NORTH EAST TO
CENTERLINE BOLIVAR COURT
AUTO INVERSE
START 1000.00000 1000.00000 1
1 INV N 89 53 39.0 E 25.0000 1000. 04618 ' 1024. 99996 49
49 INV S 0 05 05.0 E 293. 2800 706. 7E65@ 1025.43362 50
RAD I AL S 89 54 55.0 W
DELTA. 10 33 44.0 LT
RAD I US 410. 0000
TAN 37.8982
L-ARC 75.5817
RADIAL S 79 21 11.0 W
RP 707.37276 1435.43318 51
50 CHORD S 5 21 57.0 E 75.4747 631.62254 1032.49161 52
TANCdPT S 10 38 49.0 E
52 I NV S 10 38 49.0 E 98.0500 535. 26053 1050. 6070@ 53
LAT & DEP 0.00536 -0. 0` 127
53 HCLOSE N 75 50 57.3 W 0.0219 535. 26590 1050. 58573 56
PREC = 1 TO 22420 No Area
' I
1
- -7 ~
FROM ANGLE DIST NORTH EAST TO
P1708 SUTTERS 2ND ADD RLAT HOUNDRY 12-17-97 D.B.
START INVERSE
1000. 00000 1 000. 00000
1 INV N 89 53 39.0 E 50.0000 1000.09236 1049.99991 ~
2 INV S 0 05 05.0 E 217. 890@ 782. 24►260 1050. 32210 3
3 I NV N 89 55 21.0 E 124. 7000 782. 371 27 1 175. 02199 4
4 INV S 0 06 26.0 E 399. 9500 382. 42197 1175. 77045 5
5 INV S 89 53 12.0 W 175.3200 382.07518 1000.45079 6
6 INV N 0 03 14.0 W 150.0000 532. @7511 10Q0. .30971 7
7 INV S 89 53 12.0 W 142.0000 531.79423 858.30999 8
8 INV N 0 03 14.0 W 497.9500 1029.74401 657.84165 9
9 INV N 89 53 39.0 E 142. 12@0 1030. @0653 999. 96141 10
10 INV S 0 05 05.0 E 30. 0000 , 1000. 0Qi656 1000. 00577 11
LAT & DEF' -0.00656 -0.00577
11 HCLOSE S 41 19 04.0 W 0.0087 1000. 00@0@ 1@00. 00000 1
RREC = 1 TO 220998 Area = 151700.80 sq ft 3.48257 ac
PRBRR: Inval id Command :AEI@CE DIST NORTH EAST TO
LOT SIDW8EINVERSE
START 782. 20260 1050. 32:::IQ 3
3 I NV N 89 55 21.0 E 124. 7@@0 782. 37127 1 175. 02199 4
4 INV S 0 06 26.0 E 399.9500 382.42197 1175.77045 5
5 I NV 5 89 53 12.0 W 175. 3200 382. 07518 1000.45079 6
6 INV N 0 03 14.0 W 150.0000 532.07511 1000.30971 7
7 I NV S 89 53 12.0 W 142. 0000 531. 79423 858. 30999 8
8 I NV N 0 03 18.2 W 487. 9500 1 019. 74400 857. 84125 24
24 INV N 69 53 39.0 E 122.1000 1019.96953 979.940A4 25
RAD I AL N @ 0E 21.0 W
DELTA 90 01 16.0 RT
RAD I US 20.0000
.
TAN 20.0074
L-ARC 31.4233
RAD I AL N 89 54 55.0 E
RP 999.9E957 979.97779 26
25 CHORD S 45 05 43.0 E 28.2895 999. 99914 999. 97777 27
TAN@F'T S 0 05 05.0 E
27 INV S 0 05 05.0 E 293. 2E00 706. 73946 1000. 41140 28
RAD I AL S 89 54 55.0 W
DELTA 10 33 44.0 LT
RAD I US 435. 0000
TAN 40.2091
L-ARC 80.1903
RAD I AL S 79 21 11.0 W
Rp 707. 38269 1435.41093 29
28 CHORD S 521 57.0 E 80.0768 627. 01355 1007.89976 30
TANCdRT S 10 38 49.0 E
30 INV S 10 38 49.0 E 46.8200 580. 99959 1016. JJ00E+ 31
RAD I AL N 79 21 11.0 E
DELTA 52 01 12.0 RT
RAD I US 15.0000
TAN 7.3192
L-A RC 13.6188
RAD I AL S 48 37 37.0 E
RP ~ 578. 22824 1001. 8Qi83@ 32
31 CHORD S 15 21 47.0 W 13. 1558 ! 568.31385 1013.06463 33
TAN@G'T S 41 22 23.0 W
RAD I AL N 48 37 37.0 W ~
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~ ~ ~ TitAN$NATION r4TLE 1145URANCE C4MFANY, .
r TIlIS SIfPfCII IS [7lf3Ykllgd, INith(lUl Ch84'FR, far yaur
~ iniermation It is nnt IrytBlidEfl SO SftOW AlI fi~R1t@f5
related ta 1lie prnpnrty ineluding, huC not limited 4v„
area, dimencivns, ensemen.'s, prernashmenss, nr
~ ~ ~I a tncatiorr ci AaundarEes II is nnt p~rt aF, nnr fi028 1# P
mo,iify, ihn ceunmslmen4 Qr rnlicv tn whlrh it is ~
1 atiachcd. ihe (:nir~eeny ac~l,;nny ran Lint~rs.~rr ror e~
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SUTTER' S ADDITION TO VERA
Dedication of the Plat
Restrictive cavenants and easement(s) referred to in Policy No.
of the Transamerica Title Insurance CamDan~, which are impcrsed by the
Dedication of the Plat of SUTTER' S ADDITI(714 TCl VERA, as per pla~ thereaf
recorded in Val,ume 15 of Plats, page 50, a~s fallvws: Sub j ect to declaration of covenants recorded Auri,l 5 and May 17 ,1979
under Auditor' s Document Nos. 7904450112 and 7'905170204 which by-refearence
is made a part herecsf.
The falYowing descri.bed praperty shall be he1d in tr-ust until Bolivar
Lane is dedicated or deeded : The Wes t si.dp of Solivar Lane. Addi-gional
-right of way along 12th Avenue is hereby dedzcated £ar rvad purposes as
shown. The oGrner, his grantees and assign's agree to participaCe in and
not vppase or protest aRvad Improvement District on 12th Avenue.
WARNIIVG: Spokane County has no respansibility ta huild, imprvve, maintain,
ar otherwise service the private raads con~ained within or nroviding service
Co the praperty described in this plat. By acceDting tha.s plat or sub-
seq-aently by allowing a building permit tv be issued on property nn a
private raad, Sgakane County assurnes na obligation for said private road
and the owners hereby acknowl,edge that the; County has no obligation of any
kind or nature whatsoever t❑ establish, exAmine, survey, canstruct, alter,
repazr, irnpxave, maintain, provide cirainage or snow remaval on aDrivate
raad., This requirement is and shall run wiCh the land and shall be binding
upon the owners; their hei.rs' SuCC@S5C1r5 o'r assig-ns including the obligation
to particigate in the maintenance of the private roads gravided herein.
No mare than one pra.vate dwelling unit sha1l tae placed an any vne J.ot, nor
shaJ.l any lot be further subdivided fvr the puxpose of creating additional
lots or building sites without filzng a replat.
Twa 5 foflt by 10 faot •electricaJ. and wateac! facility easemenCs are hereby
provided as shown.. .
Fublic watex system as approved by Count7-y and State Health Authorities,
the Local idater District and the water supplier will be instalIed within
tha.s plat and the subdivider will provide for ind.a.vidual domestic service
as well as £ixe proGection ta each lat pri.or to the sale of each lat_ Each
l.ot is autharized for the use of individual an-site sewage disposal systems.
The use of private wells in the plaC is prbhibited unless agpraved by Che
owm.er of the publ.ic domes tic use eaater sys tem serving the piat.
• .1.-i..t__1.q1r-p-.._f..A.Jr..4...F.-.l.J .1..A...F.J..*.J.. .
ip
I
ld
1828PbGE
-if;=cs~~ . ,t ►c« ro k[xa9 er eeacSs Of Fii€n an 't~ [tt r_o
rW5 ra+n nama ioe ncvryr~ 1~ j•ua: ~ l-s
!a w
m~ . •la REDUfSTn=
,P10tJEER NAS10N,d1 IDlSURAHtE 4,i '
r~,' rEB Z? 11 09
Filed Por Recvrd st f~tes~urat o1 - n s ae i' Keccticee eerok ro
.t 36 Q.. trc. WILS'►kl E. 130HAHtlE
0. 4ei 13117 d'JOITaR
<+or+MluE spekm. w 9a213 9602220094 SFQhaNC CUUMTTYIASH
A!rplfCA DEpIJiT
74 SiOxAHp. CaUN4Y. *yf~.
~ . , . ~.-'~;t•~~ i~tr~SE ~ ~ .
5Tr1Td1T#7RY WARRAN!'Y DECD
~ . 9110030'223 ir~
TrrEC&qrT0RX SHITZER C0F41UNSCATIQH, xxe. e wasnir,yton corgoratian,
12 2'1...,. 1 ~ 3 4
Jer ond Pn caiddrrnrlcn of Trn ballorr {f►a OR] and o+her swiuo3Pr rnnffdkrerfan
~ aStC1tSltdtj► w[f,IIaAt]► D¢Ld YQRLI L54P la hand palA caRy;yy anAwurrcnrrro C.tE.a., I1[C, a Naahington corporatkon
lG4RPG"fil POAm1
J~t~ 71T E CfSA~TDR ~r ~i' Bi13dlC, A[~NuHINGSL~d WRICIRA3'F[~~, +b Iprl~lad derrnber~ rcad trrurr, lflcrnled re rhr Couary o/Spckenr. Sfgrr n/ WasAPngfvn'
.~,d in mmidrr.tim of Cen dallars and athp-r valuab3e cansideration
[n ihand paid, cnnreya iM RarTanif la CROSBY EITIf:HPRISEa. AWMtNGII1t1 C7RK)R{RTI[R41, ' Lat 2. SLeck 1, 81US3'EMS 11DOITIGf! TCY P8R]1, sStL1aG0 irs th8 COUntY of
~ . Spokafle, Sfats o! klashingtc+n
{J
-Che foll6ring drrsrilted rral sitafe, iitwirdin Elx County el '~F~1~e , S~asr nP
Wa~hinqian.
Lot 2, Btark ] ' --aarding tn plat recarded in Valssne 15 vE ~
Plate, ppg,e 50. in Spdcffise Cvujty, WaahCngtasi, as amen~d bY Resalution dated 6122182
id remrceJ under Auditnz's Fi,le No 6206300170XUCEPf t}wt pvrtian aE vara[ed BoLi3rar
l.n t~ Hnrth 247.8$ Eeet vf [fie EcssC T25 Eeet oE the Fast lislf oF 7raeC 9~'0OQ022Q5
Lvle lying &hgton.
173 accssrding ta plat remrcled fn Vvxun~ "'0" Qf P1ats, p+~ge 30. in Spoknne
Councy~+ T~36
SIJBJE~CL' 153: CrsntracC dated 4125109 deL•ween Vera Slee c 4later C iFxc
vnpeny, D.K. ~U¢~Ld, • pd
et sai., ~d u'ern i.m°rJ Canpany. recarc~d in ioo[s '1P' aConCrarCB, R~~e 292; a~ n ~aid a+l
7r as.
SIhS.JECf 1C1: ~rerrant bete,~em Charles Aly and Vera Irrigatic~t ~Bistric[ No. 15, dated
61151I9, remrcled 8120179 uzder Aur3.i.itnr's Ho. 7948200137, fvz installati.sn, maintenerrce ~
and reps3r of screetltghte. •
SUBiT T0: Fcrrvlsiuu eantafnecf 1n F'Iat anr3 Dedicatidn of Sutter's 14ddit3an Co Vertt,
Thls deed !a Nlren In lu{flllmee6 e[ lhat cerislrt real ealole cnnlrael Letrsree !h4 parllea hercla, 17ATED: FfiBFV/lRY71. f9A6
datad pecrxrber l(}, , 1982 , aad aondliloned !er tho eunvoyence ef the obare
- deacTl6ea prepcrlr.+nd tAe earensnla of wsrr6nly neTCln tnnlalnoQ aheli nplRpqly ea 1ny tlste, 9
lalerese ar eneum6rancs ■r{eln` aJ.ltIf07Eb er nnder [flp yarehanar !n plid CG4ifpC'f, and aTil] ~QR
■pply to onF iaiea, ■seeesmrnta or othev ehirgea leTled, aeareecd or 4eeoming due auhacqueat 614l'FZER C9MSt]HICA.'f`IOHSW SHC.
e
ea tia,r e.ie et aiya conl.■et. P.gvenue stsargs were p=chased on th9.a trarssactLcrs artd aff6xed L
tv Hssti.ee of Gsn►tract dated 12114182, recorded DrC~~iEFp.~] ,1482, inder AuditursQd•~1F~r'~ ~Yttrt.~Y . t~utYLT N
Reel [ee.e. exciie i.s r.m p.1d a+ tkr. ulr ar sta+prd rxasqee m~ , l.e, fto,
TN WITNFSS 1VIiEREUP, said corymaNeA }wa esu.sed tAij insirvmntt to he esmrled 6r ita propor all'xers • ,
and in enrpveair tsal sa be 6srevnse alti:ed ihis dap vP Depmbpx, 1982. STAM OF WASII7NCI7dN ~
l
.'~Ski~C7N
~7s1C .~t1K _ ,x
E.cise lau ~ R~d i~fet~ .m GQUN7Y OF SF{71KANG }
Sale. A~ Pd/~ ~ i
pa~e~up/JL~ ``'~87°f- ]~Y -~"y~r~_ ~ pa jhfj ~J~ day af Frbruu+7; 1FAd, &eferr7ne prrwnafly c~qpeared R89I.BY R. A7U~PLYQH. fr1 Arr tnewse rn
GWtu[~1[N. 6Nf
SPCKAF~E {QUtd~ J ~JSGA .AasC.Viee- Prciidrsr. br !ke PRESIAFM aJ S45'If7ZR COMMVW1CA77f7NS, 7NC.. 7hr roTaraefun 7had rfrrracd !kr forfr C(l~t
T ar},nawfedgrd Ilu raLl Pn.rtmrnrrd la Ae !hr f1`1e aeid vvolunrpry acf cM rlead oJraitf evrparalian.Iar dhr a.rtr and paTasts ehar-n
' arrn+tanrd. and oA aerh rneed fhar rhe ua1 OEud (fI e^y] [r thr eer,parcrr unl a/mkf c"yiaralran-
S
, • STATF oF WA5lIiNGZOFl, • cr~elnry, _
my ~ ClVF,N rnder my hc=+d Qad orrrtaf aruf rhs day anii yeerlas abarr +rrfiren.
' Counlr of SPOKAKE k
Qn uhte dsy of L1eCC9tbeY. 1482 ~ belare mr, ihe undenigned, l. 11.41.+.~C;~Aa. FC V
a Afalnryf'u61fc Pn and Inr lFu 51a1r oi Washinglon, duly rommis~ivnrd a~ reorn, ~PlQBaIIp i~l~cd ~ YQL~. lYOTARY PifUIJt In oiuf farihr Srale of
• J. J. s"pNRFh
WarhLsgtan, Rrsfdma er Spotane .
, ta icnr knofrn [a br fhelL98t.VieE- fYM rsfrne360 4r~': nrmcnr f+e~. ~I.rr-/'^~
qR4RW4~'. ef . ~ . r . { +lf) Aypm ~A '
' 6&A.SF{THG1Ct'1 'iR11ST MM, s Wa9hingtan CcrrNretlan,
Ihe cnrporalFon Ihst exrcuted l'!rc ImeRmnp InaSrumcn1, and axknawSedped !he ea[d Instrumtn; le hc lhe frte anal ;
raluafary ul ind slr~ ffP snl [nr{~+snli+m, fnr Ihe umrs rnd ryurpnen thsrcFn rimimmd, a~ m eee.11~ afaird IY-1 ! p.;'~pa
fse ia sulharired lv raecvte the uiI Ir3lrumenl and Ihaf iFre ssal sfi'iied 6 iIr torptrcale aeal of said , ~r+r*
o ►r ns • .
• i . .
• " . , • • • `l FIt= FOR RE03AD AT RL'QIiCS'f 0 ~ • ! 1 _ _
183.~• ~ PacE ,J i •
i ~iLE9 JR
• CGIIkYfSY RE{OSaIHG
' %n FEr xurnrtnED rt.eavuN Tn MF ' ~ -
nAMM MiR 52
P O iaR I7p
^ nD[7RAMI! ' 'r'E[uou,awA awnpso N I:...+: QOIfAkUIE .
Elo11 ~il I
' CiTY. s[nTi:7sr SPlrKhllr G4uHiT YfASkI.
~ ~ c.~ uEpUrT
FVLYIS11iKH't ~
. + STATraz'OatY wARRANr1t nEED ;
~ n ia -rvk ,HAItY S. MUItFII°Y, az hcr sc{arnte proparty,
' mr,aa+oawWais~eoc I'uiflIImeat nf a Cautrart
' Le h&ia p.a, amm-g..aa .,n,.w. 4-
6w 'IT.7, INC„ a ~FYagfilngioa Gor~srri~fnn, fiAo-ft aftr,tc.~ -a _w.~ qeww r,n. ~ f
c."d sp.&-.., sw~ a wLA.p. .
The Wrs! 142 feet o[ the East haif a[ True3 173 ot VrRA, as pef gfne thereOf rtcctrdrdi sn ~
Valume 'pa of Piais, Page 3fk .
F~ C CEPTf NC T II E R E€" R O i 4 i t he Wes t nns foat o f t Ae 5 o u t h 25 fect diCrevf;
ax cD E7LCEP'IZHG `I7IPItEF'RQAS ehrue pastians dcscribsd ss f41£uwx ~ r.
'I7u1t prirtisare of Lhe FA31 ha3S ai Hltxk 173 qf VF1tA inrludfng^within ttsc cireiemCcrcaee of
~ .
a circlr., htsving a radius of 50 fecd~ Elsc eenter of aalst unles being va 1he Sauth [[rse of said ~ Eitaclc 173, Fms 68.$ (eet From the Suu:hwest comcr of the East haif of said II1ock 173; ~
' 'd`f7GETIIIIt FY3'T1I that portiQn of suid Eass tsa3( a[ 8loclc 173 lyrirsg Suutherfy o[ a curve =
concsvs ua tha Norsh hanng a radiua of 23 feat whicli curva is langent ta the
; a[oredestn'6ed circle having a radiw of SO feet and a]Pne B feet Narth of the Saath llne
, of said SIock 173;
; ALSO the $outh 25 [eet of the Eaxt hut[ a[ m:d alntk 177 ]ysn$ !'Veseerly 6f 1he heretrsfore ,
dacnhed lands;
. EXCEPTIFiC 'FIi&RE"fiCli4'I the V41cst ons fovt;
- ~ AT 5a EKCEY'i1NG TrrMtMf3i4t ihat poscion d=:Cnbied as fQ3lows:
. . 'I'he SauEh ]SD feet of the West I40 feet of the Fnse orie-halFiaf 7ract 173; Si tuutc in t he Caunry eC 5pakanc, 5wle eE Washingt4n.
` SUII.1`ECF Tp: Easemensst rntrizsiana, reservntionr, pravisions and ugreements of recorcl.
.
• awren Norernher 23, 1992 9200019304
b,,,..r" v.em ~ • -
S.J. F,mr. Pd ~~/•o.~ . . -
dj 'SKIP" CiiILBilti
Sva.a Co-~f Trxy -
~ MA1ZY 5
URFiiYJ 0
J ~
~ 5i'ATE Ofi NYASI-I3NG`Y'QN
i ) ss'
i COUN"lY OF 5Fi]KANE
' D6 thi. -.[t:s ,:W11 ot Noremhr+. 19t7. bel~e mr pmma0r -py-ld ASMY$. kllfitYllY. 1a o. ~nnr~ b!s tlar 61.m.1 'r. ~
I
mrl .Sa cee wiw, .na rbtg.L= 4weumend or KlaO.le" ws me agmd wc ..are aa kpm ans ".a w a-% f sb, m~...a '
ibomi1!
, QEvPl3 mdar aoy b.m a09 nmA.l wl iee sg .nd yrsr tw rta.a wrlxua , i
W.~iswiSCAI ~ ' ~~~[_C.L- C~-~~ I •
FI f ~ ~ ~.rz1 11aw= ~ • r~r.~ e.o...~ ~JCYT,AFtY PL,lE34.dC in and fnr ihe 5tate n[
Wnshington, Rcsidmg et 5paknnn .
My Appuiotment E%pqes: 8-15-43
~ , .
~ • . -
• 2fiO 57 ~ . , ' YOl 1075.nGd. 23 4 28(]87
xa. 82 0606 YcL 1075PBGM33 , RssOLUrtvN 82
Page 2 FS-1259-78
9EFQfiE TEfE 80AHd QF C011l1TiY COKKISSIOHER5 4F SFOKhHE C4itF!°iY, VA513EHGYON b. VaCaLC the private road, 8oilvar Lanc, at aaid yla[.
7i[EREFORS, BE I'[ F1fNTIlER RESOLVEO thac thr County Ruditoc ba and in hereby
FE_1259_78 , authori:cd to executs saisl amendmsnt hy re[erencing said uacat3vns on !hc fa[r
IR TFIE KATTER OF AHEHDIHC FIMAL PfrhhT, Slm's`R+& ) of the FIna1 j'lat poc+unent Plat #256$ antltled °SUTGER'3 AAAITIQH TQ VERA" ea
RDO[TION, VpCATION DF I.C1T5 2, 1, 6 14ND 5 QF 8L4CR i J raare pacttcularly seea Lareh ahove.
RNLI SD'.79AR I.AN6 BF SAT❑ PLkT 1H Sh1 1 J4, SECTIDN 23, ] R E 8 a L. 6] T T q H qLjnf Tp5aN51flP 25H &N11GE G4 EiAR{, SPOYANE COi1N7Y, Pp55Ep SY TfSE ${iAltD TNIS Z 2 AAY aF , 14~..~,
SrASRl.FiC70H )
'6!I[EREAS, SUYTER'S AaDI7I0N per RCW 59.17 was apprnved Avguat 13, 1974 eed g6ARi] 4F LOSR7TY COlI1ISSIORER5
Filed ia PLA7 Qi'iOtC 15, page 50, of the CQUnty AudLtor'e QFfieey ~4'.-S1ri QE" 5Pi! COUHTY, ''LPASIIINGTOH
H1tER£A5, RCSd 58.12 eaLabQishee a pracedure tn amend ifnal plete,
k71EREAS, Waah{ngcon Truat Bank end Kenneth 9rQVn, vested parties of rasord. ' . rliave requesied the varation a[ Lata eud the prtvatr aoaO (leaving Let 1, Blark C , ~
and the cemainder) a[ aaid pl+[, f-
~ •',y l ~
VF[ERSAS, the Hoard ai Caunty Comodsaipners considercd GhZa ma[ter a! the ~
regular 8aard hsaring of 22nd day of .Tune, 1982.
A7TEST' VjILl1AFJ~ E C~hAF1UE
9E IT RESOLVED SY T3S£ SOAR11 OF CU11N7Y COF41I5S I4HEAS OF SPOKAHE C4L7JSY , VA5HIHCTDN, that the Ffeeh PIaL of Sl1lTER'S ADDITIUN ia ameeded and to bc f1ZcE Cierk of Bnard
aa ~
T- nnEr~rEt~'a Tv svT`rEn's ni]ai'~ivR 4 sr: - - -
The rast halF of 7cec[ 173 of Vera, SectLan 23, 7uansNip 25 Harth, Renge 44 I FJ-Plh
East, 41.H., ae prr pTat-Ehcxevf-recorAed ln voisrme "0," page 30, of plets, a
E%CEPT the r+es4 142 LeeL thcsea[, situeee in Spokane Caunty, 4Paahington. ~
i
BE ZT FlIR71SF.R R$SdGVED, thaC Fxnai E'lat Suttce'a Addition ila ameodrJ tn tha
tvllarfng pertf[ulrr: '
1. Ve[a[e iha folloving lan$uc5ge of Lhe QedLce'1.kvn n[ aafd pl¢L:
Pssagrapb TvQ^ . "Su6ject to declaration o[ covenants recarded April 5 an9 Hay 17, 1984
undee auditac'a documenl numbere 7404650112 and 7905170204 wh(en by refsscnee
, ia madc a pnrt herenF,"
~ Peragraph Thrse: {Ctrst sentance only}
- "7he Eallvrfng desrrihed gropertg ahall hs heid io truse until EalLvae l.ane
ia drdieated or deeded. Ths s+est slde of Hulfva¢ Lene."
ParaRraph Fvur; ~
"VARNING: Spokaae Covnty Aas no respvneLbiiLtq ke truiJd, impxonr, mainteta,
ar atherw[ee .erv{re [he private roada eontiained within ar grovidtag acrvice
to tbe preperty deaeribed in thia p1nt, 6p accepe.tng this plai or auhaequent[y
6y allorfng s building pecmit te bc feaued en praperty an n privats rnah,
5pakana Cnunty asaumea na ahligaLion fvr said peivate roaA and the Qunars
herrhy acknadisdge that the CounCy hae na ahlfgatLon of nny kind of nature
mhatsaeyer io eaLabLiah, exam[nei aurvsp, eanatruct, altcr, xepair, Lmprave maintain, provide drainmge ar sR9M reowval an a private rnad. This require- ' REf;EIYEfF
ment fs and shaIll run with Ghe land and shaLl bc b#ndfng upan the o+mers; I FILEU On P;COED
their heira, auccesaocs or assSgns dnc9udEag fhe abligation sfl gartLctpaee ~a ~l
Sn the maintenance of r.he privaLe rcads pravided hereln." REOUE:T Or.
Parigraph Six. ~ 2isY 24 2 04 PH'$S
r "Two 5' by 10' elecLrical and watsr Cacility eaucmeais +nrs hereLy pravided '.SlfUg
aa shown. '
2. Vscate all 3aC. Ifues xithfn aaid p1at, except Zat I,,HkockLl. _ f , +r7""'~•C:tYillY.t[6SH~
. ~
. 3, Yacatr e11 lot tiGles of eaid plat, eacept "Lot 1" and "Lat 2."
` ° fJi-ti+~IL ~~'d•l~+,G.~~
; ' 4tiflk>300l.'7L~ ~ ~ - ~~.^"F:': ~-~--s~:"~': _
' ! • " • . ,
r • . -
~0. 821
[7 ~L
RLSal5iTlUft C7Z Cs _t7 Pagc 2 PF-1254-~5
' ~ . REFnRF. T1ff Rf1ARD Of CVf1HiY COff11155[OHF,RS ,
~ nT SPOfiAHE LOlIH1Y, WASS4IHC7QK
r
COPt
6. ❑acatt•ehe prtivatir road, ISnlfivar Lane, 5[ sAiA plaG.
FE-1254-78 +
1H 41fE lfA7TER ❑F AlEEHa1iIG FIFIAI, PLAT1 SUFiER'S } 79fEqEFQ%E, '9E IT FL'RTliiii RESOL►`Fp thac the Courity Aiiili[or 6e anrl fs lierehg
AOa]YI4H, VACA710N OF LDT5 2, ],'C AhU 5OF RL[ICK l ] au[herfzed to cxsriite said amcndment hy rciercncing said vacalians on th- faee
. . 4F SAl11 F'LRi [H SW 114, *F,C'PTZfri t), ) R F. S[Y 1 ll T f[] N of the Finai P1aC Dacuir.eni Plat 62568 entiCle+S "SLfTF,R's nnnrrrnr+ TR VFRA" ss
7qk?I$If[P 25F RAKGF 44 E5•71, SPi]KAHE CMrRiY, f mvre rarticularly Rets fnrth nbnve.
WA F I I I d1CT OH, ~ '
F111ERE15, Sl1IIFR'S ADOITTflN per AL►+ SA 11 tina a PAS5E0 B4 TF[E '~4AR0 T13S5 22~~ i7AY ~F
pprvved 14ipgnst 13, 1771 an 1
f(8rd in FLA"f R[H]K lg, Tnge 50, oE the Cnunty Aiirlitnr'a tlffier, .
~
VlEEREAS, RCW 58 12 eatahl3shES a psocetliiro~ La nmcnl [inaS riita, 84ARp 6F COUNiY C011lISSSli1HF.R5
QF gpL}Fi1;iF COSINIY, WnSil[I7f,1014
1fIlEREr15, VashSngton Friiat aank onrl RenacRh Heawn. •v.6ted partirs v[ rrcorx,
h+ave ceques[ed the ve¢atton of Lete and tfic rrivatc rna4 (Igav(fl1t 1rE I, R'^r'r. !
, end r,hc remidndrr) o[ aaid g+Iat, IACiiRfDE, CIIniN.
161fFREAS, the flanrd ef Cavnty Ca~issianrrs raiisi,fer.tS tljie maitrr nt tlir f"ftiRl{`aHPARD
regular Ilverd haaxinq af 22nd deg 6[ June, 1en2, ;-n9i C'PEfEflSoII
RE 11 RE5[+S.IEII py 7f1E IfPAkfT OF COUNfY CUM115510F:FA5 OF SFnK1;.i' (ni'.Si,
WASIflNCTUIf+ [hat Lhr FLna1 Piat nE S1IITER'& Af)f1[T11111 iq amen•Ir.l ~,..V n $P. ft'••I AfTEST:
aa - - -
AHEHpIlEN7 70 5!1'TTER"S tl➢6l7ION Ctcrk nf Flaarl
Tbe seitt half ai Tract 913 v[ Yssn, 5![t{Qn 23, 7a.nchip 25 Nart9s, Fieige i+- QY
Eaat, W.lS , as per pln[ thareoE retorded in V8]UmP. "Q," paRz 36, nf I•tats ~ i
E7(CF.Pi tPii west 142 frrt thrrrof, atiuate in SpnYinr, Cmmnt}', tiish;nCtnu F1-PJh
' QE IT FUR111ER RE$06l`F.[f, tlii[ F'inol PIaL Suttrr'a Ri9diiion Sa n-n-lr.i {ra ll ~
fo[lawing ParticuSar:
I
1. Vneaxe the Follobiag lanpsinge a[ the ➢erlicnt[on et caid p13t:
Pataqrarh T++o:
"5vhjnrt Eo declaratinn vI covrnants rrcardfd April S and tlin 17 l'+19
un(ler aCr4l i Loe' 3 slnruMrnt fnimhprei 74140ti0 1 E2 n+irl 77051 702 pl .h i r h ho rr f r. •••i.•
" [R maAe a pa rt licrPIf
I
- PnraRrnpL Three- {Tlrat sniernce nnly} +
"The foliauing Acs[rfLrd p[npcrty shall, Le hr1J in [rus[ imlil Pnlid'i* I+r•
is dcdica[rd or dccded. The +est :GJe nF Onl{-ar Linr "
Paragraph Fokir:
"tiARN1NC' Spakene Cnus}ty lias nv responslU!llty [o fini[d, Impr:ti~, M+irt!liFt,
or othervlae srrvice the rr4rate roadF carrtained w[th)n or r rnsiit 1 nqi -er•i[• fILE^C~ ROC 0'
ko the prapcrty drsrrilyd Ln lhia qlat,'by acrtp[inq thts pla[ ~r s•ih;e•l v-n'!c ~ C,txnty Plannisig
5y allovinp, a huil-ltng pcrrnlt te br isxucd on pecl•srte on m pri~ Tt- rra•i,
5gnkaiie Cnsrntg tssumps iiv nhZ,6piCiun [oT fea{d f+rlritr cnad ii[d LNr nyiiors ~17
hrreby aekisowtedg^ that the Coiia2y ham nn obligsetun Q` any klnd rr n•Lrre Juij 50 Z 11
rha4sarvrr, ta rst.16listi, sttml+it, sviney, eanaSrurf. a11.'r, rr¢ iwe, i•vic%.•
moinla3n, lirovy¢e drainvps vr anow removDl nn nrtlratc toiS dhia re-7 H•w- q'ILLIAk E^.fl~~kyE
mcsi[ is and nliell tun vstli llke land siid Sh911 he Uia.l;np urnr. S}+r n6iirra; dIlOl°OR
thrar heiri, nvscPSnora nr asr;p,nx Inr1l~+ldug [he ol+1Fra1jnit in a-irL Ir11- kir
s roKkHE6~vuir'1. w"sx.x~K
SiI the maintenaiiSr nf C1ir petYntr rnnrls Trovldyd hrrein.^ 1: .r(As:M
, Peragraph $ia: ~ . ~
~ "Trra 5' by 16' ele[irienl arsel VAt[y' fat[111y enxsmrnla arr IirrrF-y prnEiiir.1 ,
' a! Ah[sYfl."
' 2. Vacate all lot lines ++ithin aaid plat, eeerpr i.nt 1, Hlerk t •
• 3. Vacate alI tet tit'iea n( Aa{d pIst, rxefpt "Lot 1" aed "1,ot g"
•
~ ,
~ ~ J r
~ J ~ i
p i ~7 0606 PaRe 2 PE-1~54-78
I 8+r ,~r6O~S R£5aL1f6ZOK ~4 .~i
7 r
8al
BEFORE ~ 80NtD OF COl1HTY CUH)iIS510NER5 k. yaca[e the PTLV9CC TQad+ iver 4aoe~ of a+id p~az-
ereb
OF SP6RIU[E CQU4TY, 1~ASHI~lGT4N 'fl[FR8E6AE, 9E 1T FURTk[ER RESOLYED xh+~s the CnvnBS'~uda~~~ion4~otdi tri~h!'~eY
sat1l to exrsuta eald amrnJmes~t by cefercnctng
PK-1254-18 ~nuehec , oF the F1n91 Pl'at Rortuaent PLat U256$ Gnti4lyd "SUT"[ER'a ~I~tTfn~t 7a t~Rn" SMFR'S 7ti TI{E M.ITTER 6F AkRN171HC Fi;TAL PLIT, mbra parCiculat3y 6RtA fartA sbnve.
Atlt7[Tto:7, V,1CE~TiO;1 QF LOTS 2L3 4 S Gi~ BL6LR 1 ) ' ' h1~ ti •~~.P~
AHD DOLIVh'A T.ANM OF SA'1TP7yr71T i 4, ;:k4t10ff7yr,) i! E 5 O L l] 7 S 0 N AA If QF {i!!Lt,
, PAOR~A AY Tl~ ~ARA TI1T9 ~.h !
40w7i5f3{P 25N RIINCE 64 $'~71, SF'OKILYE COUNTY. } •
G'A511[NGfoN J BpAaq iJF C010TY CO'CSf55[ONT.RS
QF SPOY C~Vf,TY, ~+~45f1t',70H
~ V~REAS, 5l1'["fER'S JIDbIT14H Aer RCH 58 17 vas approwed Augnst 73, 1974 a~;d '
Tiled tn FIWiT 80ifK 15, pagc 54, af Chc Couniy AudlCOr"e d[F1re, a ~1--~/~
f"
` u}fERfA4, RCW 58.12 estahlishes + praccdure ta amend final pSats,
, ~ • _ ~T
- WI{EREAS, 473shingkon Tsust Bsnk aod Renneth 8rnvn, rrurd partfe: a[ record, ~ - ~`n
• have rtqucsted the vceaCion of Lots and 4A4 private eamd (feavfag Lo[ 1, 8lacia 1 end the fiwaipdCY) at aaid plat,
'AfEREhS, the Bcard of Caua[y Commieataners eansfdexed ihis matte+r at the ~ regulaf B5ard hteTlhg o[ 22aA day aC .Tune, 1982. AMS-(= v~ISLPAl~ P~`
~ ` - - -
8E IT RESOLVEA ilY TFfE nOAttt! (9F C4EtWLY CnttMI55IQNtA3 oF SPCf4UnF, CnUPTY, af BaAFd
, WAS11ZNGTON, thst ttie F'iaei Pkat ef Si!'rfER"5 7RDTYION ia omended and to he Filesl
~ 's
►srERnKENT ta surTeWs nnDsrxnH
;
The r+et holf of 7rect 913 oE Vsc:, Sact[on 23, Ta~mship 25 Harth, Range 44
EaSt, W.H., as prr plat thcreaf reeorded in valvmc "0," ragc 30, of pists,
E?[CEA7 the ++ese i42 Teet thsreof, sLtuatr ln 5pokane County, kaeh[ngeon.
e
} ! •
H6 1Y FUI17fIFR AESDLV4:D, that F{aal P1at Sottrr't Rddieiea !s amenAed in the -
Salloving parcieular:
1
Vasate the fal3ov(ng languagt af the Dedicakf4n oE said p15t: i
Parsgeaph Tuo:
I "SiibjecL [a dsslaraeion a[ cavennnte recorded April 5 and May 17, 9474 (
~ undrr auAiter'e dncumsnt aumbrra 7904056112 anJ 7405170204 khFth by rclrcrncr ~ , - 'is made a parC hrrenC."
_ Paragraph 7hree• (firet aentence onty) c
",The feilaw3ng desrri6ed propeesq shall be held tn sxust mitil 8alivar L+or i
i !a deddraCed or dr.eded, 7hr veat ofde af Bollvar Lane
paragraph Faur' ~
"6letBHING-t SpoRans Cvunty hae na responaibtlity to huild, imprcyr, maintafn,
or ot'herKiae sss-Wiee the pt'ivate raeCa cautained x[[hin oc psoviding aarvfce {
Lo the praper[y defcrthed ie thie plat, hy acrrpting thie pLat or +ubscquentlq
hy a1lawing a but]ding ptrmit ta ba isaurd on propertg on e prfvate read,
Spnknste Cvunty asaumea no abligativa fos abid pr4vats raad an.l the vrncra t
hertby ac'knawltdge shaC the Cvun[y has nu obYtgasian oI any kind or natvre r
vha[snever to establiah, exemine, auc++ey{ eoeissruct, sltcr, ecpair, 3mproar R
ma;ntain, p[n++ide drainnga or +snuv tesnavrl an a privnte raeA. This requfre- ■anC ie and shall run with the land end oha11 be 3inAina upan the ovnrrs;
CheTs' ha3rx, succeesocs ae asaigna sncluding the nblig+tioa to pact4ripatc '
iq the maCntru+ace n( the ptivate roeds praWided hersi6." i' ir
~
paragr+ph Six. . -r
5'Iyn S' hy la` electticaZ xaa wter dntilltp rasemeee■ are hlYeh]( [1L4F1d4Q -
, aa ah,artg.°
1. Kact,tv R33 lvt linea vith#a ■aid plat, czcrpt I.oi 3. Hlock 1.
" .1, V%rato ■17 3at titlrs o!' aaid p'4st, excrpt "Lat 1" aad "Lot 2." - ~
p _
• - . ~ .
+Y. ru~~ ~s:'r ; nrr 463
- • • ~ ~ i
rf
1i~46
rk+- liiei r1L-L ndtrLva Cu LnyLo11 ytrueC 11t]ht8 at Ct10
~ r' e
• 1''. ~i3~] ~'Li ' lacatia:~s shawn on khe attichecl skic-teh nnd furthc:r a=irePS ta (ipernter
snaintarn and r4-l).&ir th,: nnm.~.
4. The Uiskr'lct has esteblished a eate whiCh proWides for
fIF:E.'~iENT aRartixstien of n~srsnil capital costs, maintenanre aad repair. tt is
STREET LYGSSTING AG
aqreed that safd'rate shail cvVer a11 eharges to ing ownec except for
TilI5 hgreement, ma~tc and entcrerl intv th18 ,CSr- day vf `
the eum af S itC~r,lF
~
At C , 19 N , hetwOen /e,Cr- Ac~/ • 5. Charges for the servfce herein agreed upon shall be
here3.nafCes refcrrad ta es the "4wncr" and Veea Irriqa:ion Ilistxict ~ biLled b/ thn tsletrict aqaLnst the owncrs ❑f the lanel as thclr
Ha. 15, hereinefter referred to as the "Oistriclr"i suceessors as are ather electric eharges ansl the fisst payment sha11
aecome due at the next eequlae hi171'sng [ollpwing campletion ❑f the
WITNESSETfZ s
Wfdf:RETS, a residential area is beinq develaped by the Or+ner, street liqht lnssap3ation.
w}sieh area is served by un8ergraVnd electrical servfce, and ~ 6. Upon the failure nE the ownes to pay the charqes as
wr1Et'tEAS, it is advantageous and less cOstly to install street pKovided for !n the rate, the District may at its elecezvn pl,aca all
~ lighting at the kime the underground diatributfon syssem is instal,ed. ~ gast due svms on the assesament rolY as provided in R.C.W. 87.03.240,
and collectable in the manner provided hy laW for other ofatrxet
and
Wg;ERE755, all praperty in the devePop:nen[ is mare dess.rable assessments.
when served by a properly eagineered and installed system of street 7. This aqreemen[ ahall he a covenant and run aitk the
liqht3ng, and land ahave destribed and be bindinq uporr the qwners and alt persana
he Uwner is requeaEia tl~e vistr'xrt-tn-_urnish' -cla'mtaq an-inee~est Chereln, their successars, heita, and assigne.
- - - -47FSER£h5 , % 9 p - - - •
street liqhtinq for Ip211 FC0pprt]1 heretn descrihed, and
WFl$REA5P ihe benQPits of svCh at[eet lightLng will iRlsre t[r VEP-A xRA10l.~I E I DISTRICT NO, 15 ,
I l+,` ~ , ~~n
the property owners who naw own ar may hereafter acguire any portian gY 4 F~
l ~
af the said praperty herein deserfbed, and
Ch 'rman o ~th glBoar Dwner {
wHe~AS, said street ]iqhta aill require cvntfnuinq ~aymeats
I ~
far ansortiaation aF arigiaal cvsts, maintenance, repaira and electrir i $Y, _
energyo arsd Secretary
WIIERE7~5, the patCtes have reacherl agreement concerninq the 6~+ner ,
j
payment a£ sa~d•cosEs and charges,
~ iVpW THEREFORE, irs consideration af the mutuaL ctinenar.ts ane7
agreemeats herein contained, and oS the gramase a£ the bistrict [a i:svest FILED
r~RREGQRDE~
DLstri+~t funds ~n street ]fghting and tnstall and ma3.ntain the same, it ' pEGli"irr= ysra IrigatSon bssr
la agreed as Eo11eY~+ss ~ N9 15
1. The undersigned repeesent and warrant thaE ha, or the Aw 20 12 29~y'33
cqrpQrat3on whLch he represents, is entitled ho eacumbes the real ~"R
SPUxAN=ALri•a,d~
praparty kerein described and agreea to ahou Qvidessce af such athor'_ty. ~ aeautt
2. The xeal praperey CRVCYBd by Ehis aqreemenE im described as: ~~UNQ
" . 5L.7TC 4'S AD0r7`roN 7'0 ~~RH Focm 1527
_ J Rev~9ec1 .}-]0-T8. +Bax 279, Vsraaall. HA 9 a37
3 Po x~aw~ c akrKrv w Asr~ i,••f- ~ a'-+
I'k R. L Exche r~s F1ema
i • D~la ~`'"~Q~ 197 57
• _ ' s " iJ yl7~~'-c :t-~ ~ ~ ~
~ - b~orTf C~iY Trrsla°.e ,
~
. ` 1
• . 4
o . ~ _ • Val, I " ' I PAGf 8
9602-90293
FiIEG FOR llE[ORh At ■FOI,ELZ OF . RCOiJF5 eTRAN SHAiIOt'I TITLE
YXEY REC9ROE9 RETIiAN iG
'Ii ~E~ ~ { H 1~+~
4100 F1m LCNLEOA, P.S. 2206 roclh Pir+e s Rd,
Sprskarr W '99'2~$ tr;l L':.tii L LUiIAHt1E
tulli••k
rE'ill':.ui 1 CIItNIY SYSSI#
DEPUiY
STATU7'ClRY SVARRAN!'Y DE-ET3
Ti1£CRdNTORS, C.Fi.a. xHC., A Hd6hi1°I[JtoR CcrpoFation,
FoR AND ►nr caNSrDERATIOrv oF TEnr nor.rARS (t10 raa) ArvD orf►ER vALuAnLe cnNSf~ERArrorv
!N 1PeWA PAID, Cf7NYEYS AN,p 1'NAR,R,kIVTS T(3 STEVEN }i. KIJIt'A, an unmarried person, and
DEBRA D. GE[3RFH, an unmarried gersQn, Tf1F. FpLLpfV1h►C flESCRIlTE37 RElt EITATE, S177JA7EA IN 77IE CQfJr l3F SPCJI:APY! ; 17A7E l7F 4VAS11lfVG7(JN.
7.`he Hvrth 154.13 faet of the Weat 142 Peet aE the East ha1P of
Tract 173 of VER)1 as per plat EhereoP recordsd in volume "O•' of
Plats, Page 30:
Situate in the County of Spoknner State of Hashirsgtan.
BUWECT To: 5ecand hal£ genaral taxss tor the year 1996; Liability
for supplemenCal taxea tpr improvements which have recently been
constructed an the property; Eassments, reatrictions,
reservatiane, praViaions and aqreemente of recard.
9C0000256`7
16tc1se Trax PaO 74 $alo Amt. PdQ~ ~
DATEf?, ~FF.BRVAl~Y3d, T446 s. ~ ~CDUnIy GaS f ~
G.1[. D. IHC.
W.:
WESLEY C.~~i0SF3Y i F'resI ili
~ 57ATE QF fYAS!lf14GTl7M y
_ )ss.
CAdJM}` (1F SPOXANE ]
On fh11 d y of Frbruary, 1996, beJaFt rw l+e,rsannfly rrpnebrcrf WEBLEY C. CRdB 8Y, ira +ne knox•n ro br
rhr Pferidrna njC.lf,!], lNC. nce cerpnrtrrfan rhar r,ucurcd rhe jr+rcgaPng ortarnrrrirrir, anil ucknaM-ledgrd rhr uerd lnrrrniurni iu Lr ahe
Jrre anrf vulruirury ucl erul' deed oJ sald [nrparafion, jnr Iht uset urwf lrrrrpares rlicrcin urrnrir+ned, und on oulli sPriled llrrrl he rs
reuthwfs+rd ao rxeeurr thr s6ld lnsrrununl arut tlutr the seaf qYsxrr1 (if ony) 1s sltr Curparurr rrul rt(suirf raqavrurion
Gl1"F1N under riry hnrrrl anrf nff-ocful stof rht day arul)•rar lQar al+nvt wrirren
R48ER1 D. WALQQ NOFARY YUB4fC tn arulfar ihe Sratt of
C7A1E DF YIASkIWG7[]H IVdshin$rari. Reitdrng u! Sl+nFanr
f:U7NtY Pt18L1C A1Y Appuinrerrrad I'rpires: 8•15-97
wy Luzrmssum Lrpes &1597 4 i I . .
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an.:r"•kr~•~~~~
~po,ser la
~ the dre~rererre of a citcle. Freyirc~ a radius a► SO ft, the cmt~e er sald elicle'r!~a ~n ! 5:1 ti _►=_9!: ?l .77, n y~o,r~~°'~d e~~~
.ab•r~nD~wri~s~~w. Cold 9 r ~ ~ ~
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. ~d 'M O"~ p~P~ _W
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~ ~~e~e~1_ -
~ af 54 ►t. a+d a 1L+e 23 f! H of t1+e 5 ISne of Said 81 173; A150 trc 5 25 I[ of t'se £'Air :y 11'_ @: 'F; .,L pWinnway
~ r_:•rlY - - - ~~r- •
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f
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1119E1fS W W7f100. Ts eatt~a~l a! ~qs~ • • ~ , SM d --Dmml - _ . •s'•~ , ` ~ y r.*Ll~. .
{u Ta ke.e or mw l~ e pcoe emrlwp w/emr. h qeerm m ►ns PVe* m eurwn mN.1*+a 1mAn s rrr~r-rr be t.' a ra• = hr 7i,:-r.~ n wr~S453 ~r NW sd rlkw ss 'W ~-Z f j,+ Fdi
~ as" A~7af a^F b+" !IVMPP af . . lftffs +0-A -ry Eo BM~d a. . Wtl 10 [T'y} - vi N q.s Y M'cR r r~~ r.~ra-z vs
~n.er~A wn rnppry i bon v~s • w ~r rv yssa i aw•~ti-'
rs ivra~n+. wwnermnaa ,+a- srHmrR:ekarra ►~mrry+naaM.srr_+NC~.tawnner,-rs+cn.lv~,~ P.+m •
gesd/ k 7q 0M4 d Tr-!
qq ro ftm +r h-e- omw r nwdrr meue rr er oMrq an q rM nrsft +rnaa -a- ¢e r- • e+V-K rr.r.e' ar Rc+
wr nsuaa U+a mrMsen r p -r r~ rsrn nnow iw a.a Hevedbr r++Cw r enni yr sr eewrm •rv a•r•: eo J•x 'r +sx! e-u~ r ' SEGllEST PoA Fi]f,L RECO?IYETANCE _
w~+pRS+- ad+vwbnwY~Mlaaasnrwulrusrypns&lfMlnle.=IM1P~i~eatiw."'a'y+~t7•eeA"nar.:+1.rN_w~r. w...... pn.~e~M.4~w~~•n+fra+er+
twMF fRLf" hrSt.0 Wernwual.i,i_. '5~... vpe.~mnan.di..•.;.....~alryvxr.aproror.W~t,ne!r•4murenr7 wurr~+d"4K"°ic-I
1 . ~ pvls ~q'4 w~a+firRS o~s S1w~ ~ Ivp W~ 4~L ti T+1 R'lr 7iM '
14 }Pdd"dil~atm~R..._... ~j~paNqlCt1~1tl9L[/krHJdaOM~" a6'"sCr}QtlPTII~ 7'L"l3t1!"C'.f'JIL'h:Y~v! SJAoF: Y=nd 6
!N sflT7+ a3 atdhn bI 0,.... . s-aJl NNT 'iXk X~ F, 1AT N ~ w FV' R mw Y.K SI m5 hr. !'-Z! ~ ' ~M sl EAdR d~ T~a ~r'9 6~
(q TeMF lmR4nalrqraaa~....,, r.~ea0rpdi1lat~IM+oLpmm dtlrlFnslnrK~NYw ;1~ srrr4v.*e!'K ~ iMra+73piMit ftwk"~~ ~~~~~y,+9p~..KdM~wse.+C~3~~~°"~"~O1f•~xdn~r++~N~'ry~""~'xi'c't
IM! 1eL~PI+trSl4 n pwf} xftwa . fi~q.:. i~T~
iA31wt 1wl 2m
41 ~R1+. , dei~ppirrpaNSSmRtl~edniKV4+Ken.rr~+l:n0r++4q~aMeexfensls+Mra7ycar.y fi,talYft~steeruWkf~ ~
• fr h{p~'M i~ 1~ sirl9i ~aewa hw Py f rY I~r~ M 454 ' ~ ~ ~ ,'9~ •
~'Ift Yd rl -am of PM ~ Cv4..l P2.4 er f1m s'1 ft/W wu~61lR1! p~ Mq ~dWdiry tr yf+R1 lti'~'r~ 1 . ~
S '
iALIdiRFhunIV :'n.nw.4h..Ie.MMI" E.rruMUaw+rTrwarqrranearrd.rMMww.nv~ srrw+n.+aw i ~ .
. ~.v w.ra~ Aee~sv~ a 7r hpry r r~ r~r5p ~w++ a aw v~+w rr~na n~*se 4rte uw dts^~ . . ar a~! ~wa~r # ~
.~+,.w Mw r w enn w~a~r w ry~ r e.sw w r w+w..+.a r+~www w~*rr+ w M nw n Tn,a = ~ p~ r r4~
' L ~w~~ara T . : : ~9~ • rtY+' - • . lilwlq~3S i~ ~~/~/~OrFUl~ _ ~.a. ~ r ' f ♦r ~ .
. . • ~ ~r ~ _ l ' - ' ' ~ ~ • ' • •
•I , ~ ♦ - ~ ~ a • ~ ♦ = . M1 " , J F. - ' - • • ~ Y • ` - • • • ' ~ ' " ~
n ' _ _ ' ' - ` • • • ' • ' - ' • J ♦ ' _ ~ ~ _ ~ • ' • _ - ' • _ " j - 6'
v u • ' • ~ ' ' . ~ • ~ ~ Y • • ~ '
. i
arasr No co199981
np1r }
L64AL DBSCSiIYTI¢7N, Yt~Ft. I S : I { L~ r f1~1E t . ~I ,
The Eaat haYf aE Track 173 of VBRA aa gar plat theraoE recardee3 ln
Votume '0' of PIaCa. Aago 301 i
I
BXCEPTItt6 i'[IERBFROt4 tlme Haat orie lnot ot C2ie Sauth 75 Leak tImereof y
AL:;O BXCES'[INQ TiIEREFROM tksoae portiottis deecrlhed aa fallowa:
Titaat pcarClort of tlte Baee haSt of Blocls 173 of V8R11 including +rLtitisz Clta -
circum[erenae of a clrsle, liayiag a radiua rsE Sq Ecet, tkke center of
aaid ctacle being on tlte 9auth 3[ne [st sa"Ld plark 173, East fiS.S Eeet '
~ Erven the 8outliseaaC curnar of tltia 8aat 1o-s1 [ of salcl H1nck 1731
T'Q(3E1"IiBR 19'PTII that paCtia,sn of ualr3 Saet lis3 f D! 'Alock 173 1ying `y
SovtlmQrly of a eurve cancaVe zo tlie liortii 9ia+aSng a radius o[ 25 iaet
x4zich c4erVe lo tangetiit to Che aEoreslaecribed circle iievSng a radSu13 of
5o FeaC anei a line 25 CeaC Hcrth of tha 9outh ldne of said B3ock 1731
ALSO tlie 9t+utll 25 Eeet of tktie Esot lislf at aaid aSock 173 lying wesl'aely
of Che kieretolsare dear.rtbed lr+cidap •
EXCkiPTZNC7 TIIT:REFROH k lie Negt ane fonC r ~
ne40 BxCRPTIHC7 TlfERSFRc]H t1tat portSan deucr4brd na FolYowe: j
►
'rha Snutln 150 feeC of ehe Weet 140 Fset oE t9ie Farst attc-linlE of 1Yact
I 173;
f A[,St7 ExCEP'I' Gho Nortli 154.13 Peat tlleieof f
AI.SO E7iCEPT I.flt 1 fti Slock 1 of S[P["tER'S InnDITIOH TO VCRA ae per plat
the[coF recordad izi Votume 15 0f Plata, 'Fage 59; °
' hC,Shc 6XCEPT tlsat partion of vaCated SolivaC 6.arle lying w1C1i [I,c tlorYh 247.88 {eeC aC Ckio BaFit 125 tedt of Che Eaet iialf of Tract 173 of VE'dtAi
SStuaCe in the Couiity aP spakane, State ❑f 11aeltirsgtun.
(Farcel lia. 4523].1927)
l
.
' page 2 of 5 ,
1 . . !i
'S~ ° 5 ' • '~'~;,~,rY ' .
. ~ t ~ _ i~ ~ii~ i' - ~
~ ~ • `i ~~``?;y.
4 . ...i-~•• lj , ~ "
` •
' A ~ lZ1V1~~~T~~ THIB SPACI :PIpED F9f1 R£COFiOEA B L1SE. ;
'
j T17LE TNSURANCE CC)MPANY ~j~ , . _I, g , • ,
~t: ,~~r~ i ~ • , ~ . . .
FIL y RECflRfl Ai HE EST OE
D 19498 MAR 1i d 36 AM 'SG .
•r a ..J1 r L•.iH/1IIUE
5r t,l aYi ytS11HSY oYAS?I.
• t►EPtirv •
WHEH flEC.{,iRF1EQ RETIIRH 7d
. : ~ .
r+.m....... Donuld R....say l e$ : TELANSNA31i3t1 TliiE • ~ ~''i - .
Addroas 7.Tr8R3S1Ati011.. ..TiKle...Co:..N.... ~ , - ' •
N. 72{1 Argnnn+a ~~T~~ ~~0315Qm11.1 YR. 18 .1 DAGt L sl L] :~7
Gur.~~.s..xip. SR~1~~~3~.. T~'1~A.~_519212._....._.......,.n......~..._.»»...»..•• ! '
. . ' ',,:•,'r -
~
DeBd vf TrUSt ' .
eFur [Isr +rr the 3rete aj 63'r►sA,ngivre Onlvt v~''• .
r.:
'I'fit5 i]F:1•13 {11' TFi['ST, mada lhm L.f-- day oI un.rcr . 1996-~ l►ciwecn • ~ ~ ,
f' i7 _ Tnr , CRAM'I'OTi. • ~ .
whE~tiu n~lalrs-~t,w is~- ~ - ~~l~]~ ~ ~7 ~ 7 S~n.,~,4rAFn [dA, ,9921
'i'1[,1N5RAlf:ltlf`A 'F1TF.F INSUR►iNCE C{7MPANY, a coaliornl7on, TRi1S'1'FE, whn4e aeldres.w iw
I200 3i:th 14venua, Sesttle, Washinglwn, nnd~A~n 'I'homPsnr, 4 reti# ,.t el-n 1;y, an,i
Custodian of Caasie Thompeon YiE'tVCsFICIAitY, whovunsldrc-,w iql- Doflald__R_ BQyle3i H_ 77a Argnnrta "•1•" Cnnkace~ LJs1 90,712 ll'1'I'lVl•:1'![: Car•nn lnr herel►y hnrgninx, r~eil~ nnei arnvs•va In Truslce irr'!'rust. zdilh pnHrr nl +nle. [lx• ~
f+iilowmv rErw-ril.cl! W.1E Izlrnlnr7y Ht 5PDkUI]fi _ f'',ne~nty. tiYns}itngfnFl: . , -
5ee attaehed Legal descriptiart
whicii rcal prolkrty is nnL used prineipally [ocnqriculLural nr,fureijing purpnaea, Gagether with a41 the ten• '
riTtcnta, kiuretlitumcnte, and appurtenanccs now or hereafwc thereuntcr bQlonging ar in uny wise aplier•
tuming. and the mrslx. #astica and nrafita t1icreai.
'1'h3H derel le frsr the purpose af vreuring periormunco af cacii agrcemcnt o[ urunt4n cerein eoistainetl, anci
payment uf thu su,zti u(-QTTc-t1UndCF!d thi rty rhnusnucLand_z'►aki.4[AOllsua Is-1,30-,.40ot '
wiLh mkrreat, in arcardanrp witlti the terms ol n promissary nntc af even da[e herewith, paysisle to 13enc.
iiciary nr oriler, nnd mudr hy f irantor, end ali renewals, madifiLstians and ex[ensians theranF, and also
surh fiirilicr sums fi9 may be acivancerf or loased by Bcnc{iciary Co Grantar, or uny uf their sucecssors ar
assiqttis, kngelh4a +vitlti intereat tliercan at such ruCo as sitial] be mgreesi upon.
9b pratect the securiiy ❑F th;a Peed o6'I1-uat, d3rantar rovennnka uild ngresa:
;
~ ].'iL► keep 4hff propertp In gopd concEttion and repair, tc~ permit nn tiraste therno[, to eamplete er~y hui[ding,
slructure qr irn~eravrment leing 6uilC nr abiut 1.o k~e buiik kliereon; to restara promptiy nnp buiiding. sLrueture
ar i mp rovement thcrcan W hLch mny 1e clmma ged Qr cisstroped: an d so campiy w ifh a1! la«s, orclinuuces, reguhO-
tions. rarecnunts. tanditiona ansi mstrietiona affect3ng the >>mE) ir[y,
LP9 22 I~
~ • ;ry . ~ .
• . . ~
. . . . Y • ^ . ' , ' ' • .
• ' YQt. ~ ~ • ~ ~ WS 16~ TlTtE
FltE1i I'ifs
'f" :RE.UUr S i i~ •
1FLb •Z3 I ~.83 PH''96
AFTEfi FRECDR[]lNG MAIL TO. , _WRSHINGTQN TR!!ST BRMM 5n i, m - DGNi.Fd llE
HOME LOAN CEMTER ~ll!11iUR ,SP:ir.:.uC L4UNTT lYA5H. _
P0.BoxTta7 -UEPUTY
SPOIWNE. INA 94210
AP# K1J1FIA S 394138
LI'J# 394136
JSphC£ RBQilE TH1S LlNE FOR FIiECdROING OATAI
oEED OF YRusr
FHIS [3EEa OF TRUST ('Securlty EnstrumEnt') ls made on f a h r u a r y x 6, 1 9 9 s . 7he grantor
jg yiCV E H H K1,11HA, Alt uHMARRIED PERSON and OEBRA O' GfUR9li, AH UPSNARRIE[1 PEEISON
fSarrpwerf.
Thelrusteais TRAASNAf IOM rttiLE itISiJSApGC C074PANY ("frustee'j. The
6aeneiiclaryfs vxsriIXGtaH TRuSf BANx,
whlch ls organIzed and exlsiing under the iaws ni V A s ri 9 8 G T 9 N , and whose address
jg p p, BO% 2127 SPOKANE VA 99210-2 1 27 [EL~~er']. ,
6orrower owes Lender the prlncipal sum vf One flundred E 3evan Thausand H1na ilundrerJ 5 1 x t y Oollars and naJtaO
❑ollars (LI.S. $ 1 31 . s e o. o o This debt Is evldQnced dy Borrnwer's note dated
dhe same date as [hts 5ecurity liistrument {'Nate'}, whfch proviclas [ar monthly paymenES, w#ih the tull debt, iR
not paid eariler, dus and payabiB on. H+ r c h t . 2 n z 6 . Thts Secur[ty Instrumerat secures Eer
Lender: (a) lhe repaymen[ ol the debt evidenced by Ihe 1Voig. whh fnlerast. and sil renewals, extensians and
mnr#ifEcatlans of lhe Nnte, {b) tha ,payment oi ali other sums, wllh inlerest, advanced undar paraqraph 7 to
protace ihe securiiy of lhis 5ecurily lnstrursieni; and tcf ihe pe+iormance a! 8arrowsrs co►eruants arui
ayreemanEs under thls Security knslrument arul tha Note.IFor thls purpose Barror~uer trreVOCabIy grants and
conveys to Trustee, ln trusl, wlltr po~ver sale, lhe fali~ving deserlbeci propersy lacalecl ]m S R 0 K A A E
Caunty. VYashlng(Qn:
TFIE t1ORffl 154.13 FEE1 OF TItE WESf 142 FEET OF TfIE EAST NALF OF 3RACi 113
OF VERA AS PER P1.Ai TIIf1ffOF AEC09DE0 lN YOLUFtE pU" 8F PtATS, PAGE 30;
51dlIATE IN 1'NE CDJIHiY OF iPDKAtIE. STAiE OF YASIfIHGTOd,
wlyich has tEiQ address of l a a a 6 E A S Y 121H R'Y E H U E , 5P oK n 0 E ,
[SraeEr) scIrxl
Washinqtpn 9 9 z y s {"Frnperty Address'},
{xiP CUoE)
~
SNABHIfIG7011-51HGLE FIIMILY-FNlNAJFf']LMC Uli1F{]RIN 1N57R49h1EH7 F0~M 3040 9I20
l5G(C3+AOTWA//DB94f3[l4B(099p)•L PAGE i 4FB
9
- araer Na. cD200174
DEE~ OF TRIIST AND THE TE'RM5 AN]7 CONI7ITIONS THERE[7F :
GRANTOR: Steven H. Kijima, an unmarried person and
Debra D. Geurin, an unmarried persan
TRT75TEE: Transnation Title Insurance Company
S ENE FIC TARY: i ngt on-Tru s L
oRzGINAL AmornNT : , ~Obrtu
L7ATEI] : F'ebru.ary t 26, 1996
RECc]P-DED: Februayr '29, 1996
RECORLfING ND.: 95022902§4
Investigation should be made t❑ deterinine the present baZance owed by
contacting the apprapriate lender]agericy/individual.
g. DEED C3F TFtTiJST AND THE TERMS AND CQNLYITIdNS THEREQF :
GRANTOR: C.H.D. Inc.
TRC75TEE. Transamerica Title Insurance Company, a
(=AnnTTho'mpson, ion
BENEFICI.ARY: i,ndiVidiaaiiy and as
if- ThoMnson
dRIGINAL AMOUNT: $130, t]04.04
DATEI3: MarGh 14, 1995
RECaRDED: March 15, 1996
REcORnz~G No.: 9603150011
Investigation should be made to determine the present balance awed by
cQntacting the agpropriate lender/agencyjindividuaZ.
10. Fatential liability for assessments levied by Sgakane County LTtility
Departrnent fQr the Aquifer Protectian Area. Tg verafy, call 458-2538.
In oxder to make payment, account number is necessary.
TRANSNATION TITLE INSURANCE CC]MPANY
BY 14 .1
For ~'erviee e~r~ this ❑rder Il:
(509) 922-2222 (FAX) 926-1519
Ccannie Dadge, Title Officer
sc
,
Page 4 of 4
• , • • - -
' Qrder No. CD20[]174
3. ANY UNPAILI ASSESSA+dENT C3R CHAF2GES, AND LIABILITY FC3R FUR'I'HER ASSESSMENTS
C]R CHARGES BY VERA IRRIGATIC3N DISTRICT NO. 15.
4. AGKEEMEAFT AND THE TERMS AND CONDITIDNS THEREL]F:
SETWEEN: Vera Electric Water Company, a corporaticsn
p,ND: I3 .K. McDonald, A. C. Jarnzsvn, Andrew Gvvd
and VerapLand Cvmpany, a corpflratian
L]ATED. April 25,1 1908
REC4RI7ED: April 25, 1908, In Boak "H" of Crntracts,
page 252,
RE CDRLI I NG NC).: 2000528 1
REGARDING: Pxovidan4 for construction of ditches,
flumes, pipelines, etc.; erecting poles
and distribution lines, with right a£
ingress and egress tv maintain saicl pipes,
lines, ete.: and providing far lien for
ungaid charges for such service
5. ALL CC)VENANTS, CONDITI(JNS, RESTRICTIDNS OR RESERVAT~ONS; ALL EASEM'ENTS
OR ❑THER SERVITUDES; RIGHTS JR BENEFITS WHICH MAY BE SHt]WN 0N THE PLA`I'
AFF~CTING LANU OUTSIDE THE BOUNDARY DESCRISEI3 IN SCHEDC]LE A; IF AATY,
❑ISCLQSEI7 BY THE RECORLyEL7 DOCUNIENTS OF THE PLAT OF SUTTER' S ADDITIC]N TO
VERA, IN VOL[7ME 15 OF PLATS, PAGE 50, AMENDED BY RESaL[J'I'ID1V 82- 060 6
RECORL]ED JUNE 30. 1982 AND IVQVEMBER 21. 1989 UNDER RECQRDING NOS.
8206340170 AND 8911210231 R£SPECTIVELY.
6. ,AGREEMEN'I' AND THE 'I'ERMS AND CC7NDITI(JNS THEREQF :
RECaRDED: AuguSt 20, 1979
RECOftIJING N(].: 7908200137
REGARI)XNG: Street Lighting
7. DEED DF TRi75T ANL? THE TERMS AND CONDIfiIC?N5 THEREC7F:
GRANTc7R: Mary S. Murphy, a/k/a Mary S. Eivianca, a
s ing1.e waman
TRUSTEE: Ti,L1 a tnsurance Cflmpany
BENEFICIARY . Sraokane Catholic Credit IInioi`i►ti
GRYGINAL AMaC3NT: $35. (7QD . 0Q ,DATEL7: December 17, 1986
RECORDED, L7eCember 23, 19$5
RECORDING NO.: 8512230204
AFFECTS: Parcel A and ather groperty
Tnvestigation should be made to determine the present balan~e owed 1oy
cantacting the apprapriate lenderlagency/indivi.dual.
i
Page 3 oz 4 ~
' Order No. CD200174
~~GAL nESeRIPTxoN
The East half of Tract 173 of VERA as per plat thereof recorded in
VolumE u0ta of PZatS. PagE 30;
EXCEPTING THEREFROM the West one faat,of the South 25 feet thereof;
A,LSO EXCEPTING THEREFROM thvse portians described as fallows:
~
That portivn of the East half of Block'173 of VERA including within the
circumference of a circle, having a radaus of 50 feet, the center of
said circle being on the South Iine of said Block 173, East 55.5 feet
fram the Southwest carner of the Eastihalf of said Slock 173,
T4GETHER WITH that partian of said East half ❑f Block 173 lying
Southerly of acurve cancave to the North having a radius of 25 feet
which curve is tangent tv the aforedescribed circle having a radius of
50 feat and a line 25 feet North of the Sauth lane of said Block 173;
ALSQ the South 25 feet of the East half of said Block 173 lying
Westerly of the heretofare described lands;
EXCEPTING THEREFROM the West flne foot;
ALSQ EXCEFTING THEREFROM that portion described as follows:
The 5outh 150 feet of the West 140 feet of the East one-half of Tract
173;
ALSD EXCEPT Lot 1 in Black 1of SUTTER'S A,DDITION TO VERA as per plat
thereof recorded zn Valume 15 of Plats, Page 50;
Situate in the County of Sgokane, State of Washington.
(Parcel Nos. 45233.1927 and 45233.1928)
VESTED IN:
TEVEN H. KIJII~ n unmarried pe~rsQn ryc~ Z~E~3RA D. GUEk~IN~unmarried
pe r~~n, eac as ~a indeterminate ~.ntere t~ the ivorth 154.13 feet
of the West 142 feet and C.H.D. TIVC., a Washington Corparation, as tn
.
the remai.nder.
EXCEPTIONS:
1. Taxes and assessments, if any, no search having been made thereflf, as
to Parcel Nas. 45233.1927 and 45233.1928.
Parcel nurnbers are p~ovided from the latest Assassar" s Maps available
to the cornpany. Said parcel numbers , are not a matter of the public
record therefor, the company makes no assurance as to validity pr
accuracy relating thereto. I
,
2. Liability to future cltxarges by 5pokane County for Stornt Water service_
i
Page 2 ❑f 4
~ - ~ ,
. I
TRANSNATIC7N TITLE INSLT~RANCE CDMPANY RECEIVED
N~RTx 72 0 . A.RcoiWE
a96
, SPQKANE, WASHINGTDN! 99212 0 1i1Q
Prepared for: CoM 10eerin
C.E.D. TNC. I araer No.: cD200174 _
P.O. Bax 3717 a
SPC]KATfE, WA 99213 ~
RECElVED
SPOKANE CflUA1Ty
; cc: Taggert Engineering ~ MAR 2 1 1996 '
cc: 5pvkane Co. Planning
DIVI51C7lV C]F BLi1LQtNG AAlD PLANNfNB
P L A T C E R T I F I C A T E By-
Certificate far filing Plat af :
SUTTERS 2ND P,DF7I'I'ION
In the matter ❑f the subdivision to be submitted to Spokane County far
appraval., this company has examined the records of Spakane Coianty Auditor's
and Clerk' s offices, and the records of the Clerk ❑f the CTnited States
, District Caurt halding terms an said county. This certificate i.s made far
" the purpose herea.n specified, and is not to be used as a basis for clcsing .
any transaction. Laabil.ity is limited ta the amaunt, if any, gaid for this
certificate. From such examination, Che company hereby certifies the title
to the follawing described land, zn said Spokane County, ta-wit:
5ee Attackie~,~i -
. .
i ,
~
~
j
Page 1 of ,
1 I ~
.71RT.1'i'JT'Q11AN1I1Ij..'IS7
PRDJECT NO. - P-1708 DESIGNER- D0[]G HIJSTfO DATE- 10/ 2/98
PROJEC'I` DESCRIPTIQN- SUTTER' S2ND AIJDI"I'ION, I'P-17(}8
STFtEET # I
NANIE- BOLIVAR LENGTH- 476.00 F'T. WIDTH- 36.{]0 FT.
BEGINNING S'i'ATIQN = 100.00 ENDING STATION = 576.00 -
TERNf # 1: G[TL-DE-SAC STANDARI7 FE1tM RACDITi7S = 45.00 RAbII = 30.00
TERN! # 2 : CHOPPED
I
IT;EM MEp,S'[7REN1gNT QLTAN`!'ITY
SURFACE AREA- 21994.24 S.F.
ROADWAY EXCAVAT I QN 0.75 F'I' , 611.0 C. Y.
CRUSHED SURFACING T'OP COLTRSE 0.58 F"i" . 475.2 C. Y.
CRUSHEI) SURFAC ING BASE C{]URSE 0.00 FT. 0.0 C. Y.
ASPHALT CQNCRETE 0.17 FT. 278.3 TONS
CURB TYPE R EXISTZNG 0.00 FT. PROPQSETa 1109 . 5 FT.
STREET 2
NANIE - 12TH A[IENUE LENGTH - 206.40 FT. WIDTH - 8.00 F'I' .
BEG INNING STA'FI{711F = 600.00 ~~TI7INC~ ST~►~'A~QN = 806.40
C}~iE S IDE 4NLY PW IDT~I- 18 . 00 EW II]T~i= ~10,(3 a QWII]'I'H= 0.00
INTER # 1 T INCLUDEI? ISWIDTH = 36.00 SK _ 0.00 P-AI] = 20.00
.
TERM I ; 'I'APER TAPER LEN~`;TH = 100.00
TERM # 2: TAPER 'I"APER LENGTH = 100.00
ITEM MFASUREMENT QLIANTTTY
ST7RFACE AREA- 3342.88 S. F.
ROADinIAY EXCAVATI QN 0.75 FT . 92.9 G, Y.
CRiJSHED SURFACING TQP CQ[7RSE 0.5$ FT,'. 72.2 C.Y.
CRUSHEL7 SURFAC IIVG BASE CCDURSE 0.00 FT. 0.0 C . Y .
AS PHALT CC7NCRETE 0.17 FT, 42.3 T(]AiS
CC]RB TYPE B EXISTING 0.00 FT. PR{)P{JSEI] 193 . 2 FT.
T(J'FAL 5
RQADWAY EXCAVAT IflN 703.8 C'.Y.
CR[JSFiED SURFACING TOP CCJURSE 547.4 C. Y.
Cffd~,L]SHET) SURFACING HASE COURSE . 4. D C. Y.
ASPHp,LT CONCRETE 320.6 TONS
C[TRH TYPE B 193.2 FT.
CURA TYPE R 1109.6 FT.
SOI... _TIMATE
PR{3JECT Sutter's 2nd Additiun, P-1708 NAME ❑oug Busko, P.E. DATE 02-Clct-98 -
DRAINAGE fTEMS UNITS aUA1J'TITY PRICE COST
1) Orywell - Type A E14', 4.00 135000 5400.00
2} ❑ryvasll - Type B EA i 1700.00 0.00
3) Grate - Type 9 EA' 1.00 320.00 329.00
4) Grat$ Type 2 EA 345.00 0.00
5) Grate - Type 4 EA 4.00 300.00 1200.00
61 Backfill For [7W CY 120.00 17.25 2070.00
7) Goncrete In1et EA 1.00 800.00 800.00
$1 C.M. Pipa 10" L7ia. LF 24.00 ❑.Od7
9) C.M Pipe 12" pia. LF! 40.00 27.00 10$0.00
101 C.M. Pipe 15" bia. LF 29.00 0,09
111 C.M. Pipe 18" Dia. LF 30.00 0.00
12] Precast Manhflle EFI 1500.00 0.00
13} So1id hd EA 325.00 0.00
14y CJitch Excavation CY 10.00 0.00
1515ad SF 0.70 0.00
- - - - -
NC?AI STANQ717RC1 pRAlNAGE iTEMS
- - - - - - -
1) Wd4ert Vault Curh Inlet EA 250.00 0.00
2} 0.00
3) I 0.00
aa 0.00
5) 0.00
6) 0.00
- - - - - - - - - - - - - - - -
QRAINAGE SUBTOTAL 1087000
18) Manumants EA 2.00 185.00 370.00
17) Barrivads LF 35.00 0.00
181 Street Signs EA 3.00 90.00 270.00
aTHER SUBTQTAL 640.00
- - - - - - -
GRAC]ING, SURFACING, CURB, AND 51pEWALK
19} Rough Grada CY 704.00 10.00 7040.00
20] Top Gaursa CY 547.60 15.50 8478.50
27} Basa Course CY 15.50 ❑.Oo
221 Asphalt Concrete Tons 327.00 48.00 14788.00
231 Curb Type A LF 7.60 Q.v(]
24} Curb Type B LF 193.00 8.5[] 1640.50
25} Cur6 Type R LF 1110.00 8.50 9435.00
28? Sidavvalk SQ YD 17.50 ❑.O0
Nf3N-STANDARD RQAD ITENES
1 ) 0.00
21 Q.t3p
af 0.00
a) I 0.00
- - - - - - - - -
GRA[]ING AND SURFACING 41360.00
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
CQNSTRLfCT1ON ZOTAL, INCLLfQING MULTIPLIER OF 1.40
9~AS-
qc
I
BnWWne^lane Quarnittes
Grading
tap floor avg depth Votume
6+10 RT 225 00 72 25 3.00 44588
8+75 RT 900.00 272.25 3.00 1758.38
81.64 CY
Sod 344.50 si
38 28 sy
stop start width
Road 805.00 800.00 8.50
12th Ave -Widen 20500 1742.50 sf
tengent
ex 0.67 1181.67 Ci 43.02 Cy
base 6.00 0.50 871.25 cf 32.27 cy
acp 2.00 0.17 290.42 cf 14.52 tons
taper - inbourtd length 100.00 area 425.00 sf
ex 0.67 0 67 568.67 cf 20.99 cy sum
Dese 6.00 0 50 2762.50 d 102.31 cy ex 8505 acp 2.00 017 920.83 cf 46.04 tons base 236.90
ar-p 106.60
taper - inbourtd length 100.00 area 425.00 sf
ex 0.67 0 67 568.08 cf 21.04 cy
base 6.00 0.50 2762.50 cf 102.31 cy
acp • 2.00 0.17 920.83 cf 48.04 tons
cut fill total
Maaa Earthwork p
curb length Type A
tangent 169.00 1.00 169.00
retums 32.00 100 32.00
Cul-de-sac
total 201.00
sidewalk tengent 0.00
(part of roadway) retum 0.00
cuwe-sac 0 00
0 00 0.00 0.00 sf
0.00 sy
Keyatone Bloek Wall L H FSF
6+25 RT 17.00 2.50 42.50
• Inspection 2.05 stations 500.00 per station 1025.00
1
BOI TIMATE
PROJECT 121708 -12fh Avenue widening by Ed Parry, P.E. DATE 22-No+-99
DRAINAGE ITEMS UNITS QUANTITY PRICE COST
1) Drywefl - Type A EA 2.00 1200.00 2400.00
2) Qrywell - Type B EA 1700.00 0.00
3) Grate - Type 5 EA 0.00 0.00
4) Grate Type 2 EA 345.00 0.00
5) Gtate - Type 4 EA 200 300.00 600.00
6) Baclffili For DW CY 60.00 17.25 1035.00
7) Drainage Structures, instelled EA
7) Carraete Inle! Bmc, TyPe I EA 800.00 0.00
78) Sidewalk Inlet. Tjrpe 1 EA
7b) WSDOT Irdet Baot 6 Gtate EA' 1300.00 0.00
8) CPEP Pipe 10" Dla LF 0.00
9) ADS r}12 Pipe 24" Dia LF 32.00 0.00
9a) CMP Pipe 12" Dia. LF 20.00 0.00
10) CMP 18" Dia LF 28.00 0.00
11) CPEP Pipe 18" Dia. LF 0.00
12) Precast Ntanhole EA 0.00
13) Salid Iid EA 325.00 0.00
14) DitdlBnd Pand Ezcavffiion CY 81.64 12.00 979.67
15) Sod SF 344.50 0.70 241.15
18) Ripap ditCh CY 35.00 0.00
NON STANDARD DRAINAGE ITEMS
1) Wilbert VeLdt Curb Inlet EA 230.00 0.00
2) Etnsion Protectim LS 1.00 500.00 500.00
3) Erosfon Protedion - Rock artry LS 200000 0.00
4) Pipe outid end grates EA 150.00 0.00
5) Keystone Blodc Wall to 3(' FSF 18.00 0.00
8) Concrete spilNvays EA 2.00 500.00 1000.00
oRanwcE susrorAL 6755.82
16) nrtorunems EA 1.00 185.00 185.oo
17) earricaae LF 0.00 35.00 0.00
18) screec swm EA 1.oo 90.00 90.00
OTHER SUBTOTAL 275.00
GRADiNG, SURFACING, CURB, AND SIDEWALK
19) Rcxigh Grdde CY 85.05 10.00 850.52
20) Top Course CY 15.50 0.00
21) 885e Course CY 236.90 15.50 3671.92
72) ASphalt COnCrete TOns 10660 46.00 4903.79
23) Curb Type A LF 7.50 0.00
24) Gab Type B LF 8.50 0.00
25) Gab Type R LF 201.00 8.50 170850
28) SldeYV81k SQ YD 0.00 17.50 0.00
NCN-S7ANDARD ROAD ITEMS
1) Cross-gutters SQ YD 17.50 0.00
2) Mass Eathwork CY 6.50 0.00
3) 0.00
4) 0.00
GRADING AND SURFACING 11134.74
$18.165 55
CON3TRUCTtON TOTAL, INCLUDING MULTIPLIER OF 1.10 $79,982At
use $20,000.00
rnspecao►, $,.a¢s.oo
use $1,100.00
Cancrete Ripe 7 Z" 4800
F(eystone Bloak Wall L H FSF
5+8{] LT 35.00 250 87.50
6olivar Court DuantkJes
Gr'+adirtg
tap floar avg depfh Volume
2>25 LT 122500 400.00 2.59 2031 25 cubic ft
2+10 RT 115600 364M 2.50 189625
3+40 R7 849.00 19600 250 129625
5+64 LT 96100 24025 250 150156
5+80 LT 234000 492.00 4.00 5654.04
45886 cuhic yards
sodlseed 168925 sf
187.69 sy sad
L W 1 11V2 T qtY
Riprap a# pipe nutFall 40+43 1300 500 1000 1.00 3.61
3 61
stop sfarf wfdt,h
Rosd 598.00 150.00 3600
Bal#varCourt 448.00 16128_00 sf _ - - 6 -
tongenC inche.s feet
ex 150 2419200 Ct 896.00 c:y
base 600 050 806400 eF 298.67 cy
acp 200 97 2688.00 cf 134.40 tons
cu1-de-sac radius area
4500 6932 Ofl s'f
ex 1.5t1 100 17330 00 cf 641.85 cy
base 050 346600 cf 129.37 cy
acp 0.17 117844 cf 58.92 tvns
- curb length Type R # sides sum
' tangent 448.00 200 896.00 eac 1537.85
retutns 32.00 2.00 64.00 qase 427.f14
Cul-de-sac 273.00 273 00 aep 193.32
toial 1233 00
$Ittewalk tangent 0.00
refurn 0.00
cul-de-sac 000
6 00 0.04 0.00 sf
0.00 sy
• inspection 4 48 stations 500 00 per statian 224000
i
BQMA ESTaNATE
PRpJECT F1708 - 9ailvarCvurt 6y Ed Fary'y, P.E []ATE 22-Nov-98
DRAINAGE fCEld1S LJNTTS qllRNTITY PRiCE GL33T
1) Drywell - Type A F-A 200 120000 240000
2) oryweu - Type s Ea 000
3) Crra6e- Type 5 F-4 000
4) GraUe Type 2 FA 0 00
5) Grafe - Type 4 EA 200 30000 60000
fiy 8adfil! Far DW CY 8000 17 25 103500
7) Drainage S3ructures, irstaRed
000 F-A+ 000
T) Comste Inlst Boc, TypB I EA 100 80000 80000
7a] Curb Infet, Type I EA 540 25000 12500-0
7b] WSDC)T Inlet Bpx 8 Grate EA aM
8] CPEP Fipe 9(" ETiB LF D[iD
9a) ADS n-12 Pipe 12" C]ia Lfi 004
laaj Corecrete Pipe 12" Dia. LF 4800 2700 129600
1 t1a} CMP R* 24" Dla LF 3600 o.a❑
10] CPEP Fhpe 15" Dta (ADS n-12) CF k? 00
7 t) CPEP Pia818" Dia LF t 000
12) Precast f&nfrole EA 000
13) Sof9d Usi EA ~ 325 00 ❑00
Td} Di[ch arxi Pard Excavatiorr CY 45886 72 00 590638
15f Sod 5F 158925 070 178248
78} Ripap ou4lail pad LS 1DO w0 00 5tl0 Ci0
N[3N 5TAf90ARD DiQ14fhlA{;E ITE6A5
1) WiibeR Vauli Curb inle! EA 000 250 DO O.UfI
2} 'Erosion Pmtieefion - sdt fence L5 1 00 900000 15M00
3] Erssion ProtacOOn - Rock enVy L5 1.00 200000 200000
4) I(eysYone Blrn~c Wall to 3(r FSF 87 50 1500 1312.50
s} 040
sy 000
DFtA1NAGE SiIBTaTs4L 19382.34
16] Nbnurnenb EA ~40@ 18500 74000
17] Bamtade LF 3500 000
10) Steet 5igtbs FJ4 100 9000 90 00
O7HER SUBYOTf4t 830 00
GRALIIHG, SURFACIPIG, CURB, AND SlDEV►IALK
19] Rough Grade CY 898M 9 GM 89W Go
20] 'iop CoursB CY 15 54 000
21] Base Course CY '427 04 1550 681907
22) AsphaIL Cortcre;e Tans 183 32 4800 883281
28] Curb 7ypB A CF 7 50 9 00
24j Curb Type 8 LF 850 000
25] CurhType R LF 1233 00 8 5ti 1(i480 50
28] 5idewalk SO Yq 1750 000
H31PkS'FAhkdARD R014I) ffE11A5
1) Gross gutter S4 YD 17 50 000
2] 000
3) G_[T#3
af 000
GR,AmIHC, AN[7 SURFACING 34952 39
1 $55,1&} 72
CpA15TRUCTI£]N TaTAL, fNCLl1DlNG 14IULTfPLIER OF 1.10 $so,ss~ 19
use S60,700.00
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