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SHARP E 5808 GENSCO-WHSE ~ ~ J ( j\ ✓ J ~ ENGI~-. ,~~~~''S REVIEW SHEFT BLDG. PERMIT # -or -FILE# B93 190-9-1 I2elated File # ( ) Date to Review 12-22-93 Time 11:00 # PRE-APPLICATION Date to AA & DR Time Date Received 12-15-93 f L~ Project Name WHSE - GENSCO INC WHOLESALE PARTS No. Lots No.Acres Section - Township - Range SITE ADDRESS SHARP E 58081W FANCHER PARCEL # 14531-0707 Appl.icant's Name llAVE STARR ~09CVA-rlofJ5 C,.16,1NeCP-> Phone # 206)922-3003 ~ Address Work # Date Conditions mailed Contact person Phone # FLOOD ZONE Nt NO W S SCHOOL Eugineer / Surveyor's / Architect's Name Planning Contact Persou Phone # 456-2205 Date Submitted Description Initials , AGREEMENT TO PAY FEES Ok PRIORITY FEE COMPLF'IED & COPY TO ACCOUNTING FINAI.. PLAT FEES COMPLETED & COI'Y 'T'O ACCOUNTiNG NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NF.EllS 10 BE SIGNLD DESIGN DEVIATION SUBMITTED / i ALTEItATIQN TO PLAT - BLOCIfS & LOTS HEARING EXAM _APYROVED lDCNICD-_APPEALED BBC / PROJFCT _APPROVED _DENIED -2 - ~ Q - ~'`c3` . S - 3 - q `-I (o - z- 9H PI A ti~ ~ J (n - 2 y Y Isp5 o •.A-T +~,d.;~^~, ,.r. 2.o.r..! Q/•4.~~ - ock ~ J P,,_J c-, - N.ddh- N w4b ; c-~` 9 Y Pl,~ A. s ~ q (,~l C~1 L( ~ X~✓h+~ 'w c.0-~A-0wzr ~ r3 3 r.t p I r4~J S 1AU . ~ - 2~3 - 5i-I ~ ~s y % tv . '14Y ~ ~ . ~ ~~-.s",lo~• ; Tr rr ~ 1 -911 ' C/ ~ k\plt\review.for • ir ~ 1 . . BUILDING PERMIT CHECKLIST : . . . . . . . . : . . . . . . . . . . . . . IT . . . . . . . . :,~....r~.::,>.< . N P E.RM. . .~I . . . . ~ ~ - - - ~ - - . . . . ADDRESS: . . . . . . . . . . . ...s.t}~.... . . ~M EETING_: : r3 7 3IqO I E. .57 Sa g 11 REQUIRED{I COMPLETED ~ • , . ~ . ~ :.i. ~ {.ti ti~ .v~: ~ • - . . .t . v~.:::.::.: y • y: v: •..y: v w:.v. ~ nti . . . ~ti2{}tir.? : . ~ ~ i . .ti :.ti ~ vx:.~ r:.vnv:i }Y:? : •y...; ; _ . . . . ~ v"" • 'v;vv:.: • • v::: •n' ,~h.?v- . . : w. :v.~.: . . x MANAGEM NET: ~ . : . ~ . . . s . . AGREEMENT TO PAY FEES RIGHT OF WAY DEPARTMENT DEED I I EASEMENTS R/W RID ~ LEGAL DESCRIPTION CHECK LETTER FROM SCAPCA RECIPROCAL USE AGREEMENT Sc~ PA- I I . . . . . . - : . . - . . . , . : . : : . . . . . . SITE - - - N . . . . . . . . . . . - . . . . . - ~~1 NORTH ARROW ~ ✓ SCALE I 'J I ~ BENCHMARK ROAD NAM ES R/W DIMENSIONS PROPERTY LINES ~ ~ ✓ SET-ASI DE GRADES ~ I ~ STAM P ~ ~ ~ ✓ ~ PAVING TRAFFIC CIRCULATION PLAN voooe APPROACH PERMIT I I I I ,I I I I - - - . ~ . ..'l.: . • l• . : . L : Jf .h~(h •'h.:YfV:::..~: 1~:.~:. L ~ • !.{:l .Y~~ ~ . . • . r.~.,.;._....: • : : . - . . , v,': ri::G:v..:f . . - - ~ . . ~:7::: :4: . {•?{S>.., f{. ; ....~......•,,.•,:,v:. . . . " . . . .......ti.5 . . .n...... . . . . .:....::.:r.v~.. RAINAG ,,.,~..v , . . - . . . . ~ - . . . ~ - ~ ~ 208 CALCULATIONS ~ ✓ I SWALE CROSS-SECTION ~tr,cNT~i~ i~;eJ~,y.•/- I ✓ O✓ SPECIAL SOIL TESTS ROOF CONSTRUCTION HVAC ON ROOF ~ ~ ~ ~ LANDSCAPE PLAN (208 CONFLICT) DITCH CALULATIONS BACKWATER CALCULATIONS GRATE CALCULATIONS PIPE CALCULATIONS RETENTION/DETENTION CALCS 10/50/100 YEAR STORM TR-55 ANALYSIS . : : . . . . . . : ~ . : . . : ~ . . . . . . . , : . . . . . .....r., . . . . - . : . . - - - : _ . . . . . ~ . . . .:.:.~...~:...:..:.:.ROADS.....:. - - ~ . . I _ . . . - - . ~ ~ ~ - - - - . .._~.........~J GRADE SHEET (EXISTING ROAD) , STAM P ~ ~ OWNERS SIGNATURE ROAD DRAINAGE (SWALES, STRUCTURES,..) ✓ "R° VALUE TESTS NEW ROAD DESIGN BOND ~ + ✓ MYLAR COUNTY STAMP I ~ I . ~ ~ EA1.0Tvs\L0TvsnAlActttcS F1Ecr.wKl . . . ` ~ .e ' ` • ~ ~ 1 s S P O K A N I~ ~ , C C7 LJ ~ OFFICE OF TIIE COUNTY ENCINEER • A DIVISIQN OF TIIE PUBLIC WORKS DEPARTMENT Ronald C. f-lormann, I'.C., Cotinty Engineer Dennis M. Scott, ['.E., Director AGREEMENT TO PAY FECS ENCINEER'S AGREEMCNT NUMQER Fa3f ~0 f" nis agreement between Spokane County and CNA2L.1E WALTERS L tname ot person) ' wliose interest tn tlie project is ~W'vr P, ' (I.e. owner, ageni, eic.) ~ is enterecl into this 2 ~ day oF A P121 C.- , 19 gy . This agreement is applicable to the project known as: cc/2 wc. s S o 8 ~.S#A2 p o4✓F. . (praJect aauress or iiienamc cc iiie numuer) Ttiat the incfividuals and rarties namecl herein as having an interest in tlte above cfescribed prorerty or rroject agree to the following: l. Reimburse Spokane County for project review and insrection fees as specified in Chapter 9.14 of the Spokane County Code. The fees will b:, bzsecl on actual salary costs incurreci by Srokane County for nroject reviews ancl / or insoections pItis a ten rercent administrative cliarge, ancl will Iie billed montlily as accrued. Any final billing amounts, to inclucle any late fees or any atlicr exrenses incurrecl in tlle collection of an overclue account must be paicf rrior to tlie County's acceptance of tlie project for filing. 2. The undersigned agrees that these fees are clue anci payable uron reeeipt of the billing as specifiecl above. 3. Anv invnices not naicl wi(tiin 30 cfays of t1ie invoice date will be stibJcctecl to a late fee cliarge oF l°lo per month (12°1o rer year) on the unpaicl ballnce of ttie account anci any acerueci late fee charges. In ndclition, if any outstancling balanee an the account for this project is not paid witliin 30 ciays of the invoice date, na furtller reviews of the project documents will be conducted until the entire account balance is raicl. Any balance on the account for this rroject not paid witllin 65 clays of ttle invoice clate may result in legal action or the initation of otlier collection proceclures, inclucling referral to a colleclion agency. 1lie Sponsor will be liable for any ancl all exrenses inctirrecl by the County for the collection of overcfue accounts. RECEIVEr) 4. Tiie montlily billing stiotilcl be sent to the altention of: . MAY o 2 1994 NAMC: 7wr t-4ASKtN S CoMPAvY C4DEFNFORC ADDRLSS. AIEMr • r'. 3724 F'2oNi E CITY, STATE: 5 Pa ~e, ArtiE w 4 Z1P CODE: 44202 - 02( 9 PkIoNF (so s) s 3 s- 2 9~ S . i uncierstand tliat failure to nay ttiesc fees may result in dclay in completion or arproval of ttle project or other rossible sanctians. ❑ tf this fee agreerncnt is completecl by someone ottier than tlte Sponsor (i.e., the project owner or a rrinciral in the ficro sronsoring the rroject), such as tlie Engineer ciesigning the rroject, then written autliorization from the Sronsor specificnlly Aiittiorizing the Agent lu execute this Cee Abreenient is attaclied to tllis Fee Agreement. SIGNATUIZF By: CmV-g4l s u*-e-r~~ , (PR1NT NAME) , RETURN YELLOW COI'Y TO Sl'hOKANE COUNTY ENCINEERS \ kWV\agrccmcn.tcc 8/10/93 ~ . . • . n.-,n ic11n~ Ar-r-11.1nn r.nv ir,nrn nCZK_A71r, @RDJECT NUMBER= 9400377`~ APPIICAmION DA~ti1= 05/02/94 PAGE= 01 TNIS IS NDT A PERMTT PENALTIES WILL BE ASSESSED FOR COMMENCING WQRK WITHOUT APERNYIT SITE STREET= 580$ E SHARP AVE PARCEIa#= 35141.0701 I ADDRESS= SPOKANE WA 99232 ~ PERMYT USE= GENSCD WAREHOLTSE & 0FFYCE Pi,A"Z'#= 002658 PLAT NAME= TDWN C}F YAR.DLEY BLOCI{= LQT= ZONE= I-3 DIST#- E - AREA= Ff A- F WIDTH- DEPTH= 1~/W= OF BLDGS= #DWELLTNGS= 1 TnTATER DIST = OWINER- CCR. INC. /GENSCD ~ FHDNE= 206 922 3008 STREET-- 4402 E 20TH ST- ADDRE S S- TACOMA WA 98424 CONTACT NANiE= ROGER ALMQUIST PHDNE NUMBER= 509 535 2978 BT,~ILDING SETBACFCS : FRONT= 45 LEF"I'= 5 RIGH"T= 135 REAFt= 26 REVzEW IIw?FOFi.MA,TION DEPARTMENT REVYEW REQ[7IREMENT BUILDTNG REVIEW COORDINATOR - J IrARSON COMMENT5: SUTLDING PLAN REVIEW REQUIRED carMENTs : M41~06 f*0010 ~ t ~ SUILDING SPRINKLEREg BLT]G - PLAN REQrD COMNiE1q"Y`S : ' 4 . . . . i . • i ~ e1Y . sEe~ ~EVzE sUZLnzrrG *1z, 000 sQ FT coMMErrTs - ~ . . . w.c-.._.~.. _ . , . ' ' i,' , ~p +y i~' f' , . - i. .h , . :~,Y ' ` 1r~,~~-~ E,M'6l~~ • }~t,'~'3L ~w-iy`~! k~~~`~~~.4'{Yc ~ - , . ti.,r . - . S~' PA~ ~'iVIE,t ~'+LVVIRO~ "~iN~'1~.~~ ~,r ~~~~1~ . • , - ~~.~`4,~,,., _ , , , , , , , _ a u c,y , s' yi~„ , ~ . ~1• , , . . . . - , IC1J13ili:.sAV 1 S. ' • 1 4 f o-• Fr";'.'7_ 7S r'' ' ' r,• .....lr.1s+ , r..ti ..a- -9e _ ' . w • r _.F.r.r -k'-•ti-r^. - ; , :y~' • , ` h ' . . . ,•J V' • • , * a y~~k. . I 1..5.4,d41 . ~'rk,j :a~};r`;~ • CMA FtEVIEW CRITIC.~LL, M~T,ERIALS (ALL COM) COIwMENTS 6 dSan~ r 'i'°,``~"•ii_ , ,]•y; 1~ ~ ' , ~..s ees. _ .w - c -a.,i.: n... . ~ r..l- .a t',•wi rw. - - _ . . , EN NEE~ S~T~ DRAINAGE,TO BE RE~1'IEWED:~~ 1Lo~.f~ # ' ~ dg*15zo:Ope YC/f ~ ~ _ s 4519( ~ ~ ~4 3:0 1 ✓ REPORI'OI' 12/22/93 PR1~-AF'PLICATION CONI~ERCNCE ~ 5808 Fast Sharp - Gcnsco Inc. Wholesalc Farls Warehousc 99,~ e f I rvn~ (~n~s.s I cr~-Y I srnTe I zrP I prrorvE I cor,rrACr OWTVER I Gcusco, Inc. ~ 4402 20t6 SI E ~ Tacoma ~ WA ~ 98424 1 206-922-3003 ID.ve Scarc CO;YTRACTOR I Dave Starr I4402-20th St B. ~ Tacoma ~ WA I 98414 I206-922-3008 I X STA'T'E CNVtRONMENTALPOLiCY ACT(SEPAI A threshold determination is required to be issued by the Department of Buildings after circulation of an Environmental Checklist to agencies of jurisdiction. Action upon the proposal will not commence until after the 15 day publiccomment peroid. A$75.00 fee is required to initiate the environmental revicw. PROIECT OVERViEW Gensco Inc buys & warehouses a wide varietyoE items for wholesale to HVHC contractors. Working offices down stairs. Proposed upstairswill accommodate lunch room/meeting room. High pile storage was entertained for product storing. Drive-thru pick-up service will be available. Gensco stated current number of employees is 21; no increase is anticipated. SUMMAItY OF PROPOSAL occu- IAND USE PANT CONS1' FIRB PARCEL ZONE ACTIONS TYPE BUILDiNG USE SQ.FI'. CROUP TYPB FLOW VYATER PURVEYOR / PHONE 35141.0701, 1 I-3 IZE-101-411 Now I V1'ho1 sa1. 42.000(bwer) I 13-2 I lIN I 5,250 ICIryofSpolune(625-78A0) , .0702,.0103 I I CG-617-93 1 I Parts Warebouso 3,200(upper) I I I • I .0701..0707 (BRC) PDase il .1403,.1404 60,000 (bwcr) .1504 3.200 (uppcr) ' Without sprinklarsystom:2625 wlth a sprinkbrsystom DISCUSSION TOPICS Any questions regarding overail project status, submittal requirements or similar inquiries regarding this project should directed to the Project Review Coordinator (456-3675). Contact: John larson. PLANNING DBPARTMENT (456-2205) CONTACT: FRANCINB SHAW • Written comments were prepared & a copy given to the applicant. ' Provide calculations verifying no more than 60% of site will be covered by building footprint. ' Sign will require separate permit. « Applicant shail comply with Aquifer sensitive Overlay Zone. « Must meet requirements of SCAPCA. ' Site located in Airport Overlav Zone; contact Dennis Locke, Felts Field at 455-4655 for aviRation easement. ENGINCL7RING 8t ROADS (456-3600) CONTACT: B013 TURNER • Written comments wcre prepared & a copy given to tlie applicant. IiEALTH DISTRICT (324-1560) CONTACT: 1'ERRY CI-tAMBERS. ' Written commentswere prepared & a copy given to the applicant. . " Permit for an on-site sewage system will be required. ' All construction debris must be taken to a licensed disposal facility. No on -site burning or burial will be authorized. FIRE DlSTR1CT NO. 1(92$-2462) CONTACT: KEVIN MILLER ' Knox box entrysystem required. DCPARTMENT OF BUILDINGS (456-3675) CONTACf: KEN JETFREY * Written comments were prepared & a copy given to thc applicant. • smoke heat vcnting required if over 50,000 undivided space. • South wall will require one-hour fire protection tess than ZO' from property line. • Structure located over the Spokane Valley/Rathdrum Prairie Aquifer and is regulated by Chapter 14.706 of the Spokane County Zoning Code (Aquifer Sensitive Area Overlay Zone). ' Any portion of building heated aUove 50 degrees must comply with WA State Energy Gode. s Special inspections maybe required dependingon design of structure. • For information on the Americans with Disabilities Act, call 1-800-435-7232. ' Provide list of what you will be storinQ, volume, and clean-up plan for spillaRe. SEE AEVERSE FOR PERMIT RELEASE REQUIREMENTS I , PERMIT RE-LEASE KEQUIREMENIS I , Please submitseven (7) sets olrevisedsite, drainage, and landscape plans plus three (3) complete sets ofconstruction cirawings to the Department of Buildings fvr acknowldgement and distribution to all tbe appropriate agencies. In order for all agencies to eApcciitivusly process your project; it is impvrtant that submittals include all ncce,ssary cirawlngs anci da;uments to lnsure that review vf your projec:t is cvmpleled in the least amount of time. Da;uments should include: building adcire:ss and legal legal descriptivn of prvlvr1y. Spokane County's Project Review Coordinator will be John Larson at the Dept. of Buildings (456-3675). 1 PLANMNG ~ ENGINEER~ HEALTH I FIRE I13UILDINGS I . . : . , 1. ; . . . . . . . . . . . : ~ ~.r..... . . : • . • ~ . .:r:. ~K x : r}:r• 1 ::•:titi•..• -•N <.::~:•;<;•::•:,. ~•~ti• :ti<:. :;•r x tiv ~$y •r•~:::: r.. .ti:: ~..ti '•~i~ ~ ~ • , ti: • .•rr~: x• • • . . { : . . . •:~fi:.:;:~:~ R~ yy { .~...........`....n h .:v.:~: : :n. • ~ ~i~ •.v~': ~ r:fi "}'f•}:' :':~}...~~i. '•}i. ~ • , ~ , . • ' • •:{v.. ~ " .4.......:: n~ r: w::: : ~ :~•.v h..~. :.v: . . : . y . • ~ . . ♦ ":{.:.ti .......w:::. r::r:v ~ }:ti ti~f{ . . ~v: :\i . k'4 :•.~.v. ~ } k•}?:•?:•r'}• ' . ~ . M ~•.i •.v . k :{4:: v}~r... ..ti ~1.7 r... ~~:y,~ . ~ • R~ . . t{11~ ~ • • YJk' { J ~ ~ . : • t . :.1'. : x:;•::tir•{;":x•. ~ _ . . . ....----...k~---.....~. . :~,..ti~•: :..,~•nn:; ;f:~k...~„~r~:~~x{.~.L•::~r:~~:~:~::::::~: ~~~:•:::::~::::•>'Y:~:<:::~•..<•.:~L.,.....~F~ . . 11 ~ Building height in stories & feet ~ X 21 1 Clear view triangle at ingress/cgress ~ X 31 1 Curbing around landscaping ~ X 41 1 Dimension travel lanes ~ X , 51 1 Exterior lighting/direction of illumination ~ X 61 15 feet Type III landscaping along Sharp & Howe ~ X 71, ( Landsca in (location, species, size) ~ X 81 1 Parking & traffic circulation plan ~ X 91 1 Parking stalls (number, striping, d'unension, directional arrows) ~ X 101 1 Paving ~ I x I I ~ 111 1 Setbacks ~ X 121 2 1 Off-street loading spaces ~ X 131 1 Drainage plan (swales, drywelts, calculations) X 141 1 Driveways & all road approaches X 151 1 Handicap parking stalls & accessways (into & within bldg) ~ X X ~ tit. . ,1.,.ti.., r r, t•: ~ : ~ .r . . r: • • . . . . • r • t, . _ , . . . . : . . . . r..... ::•.~v. ~ . • : . . r : • . r......, ti i:, ao- . . . . , . . . , . . , . . . . . . . . . . . . . . .v.,K . # Ci:~:::~:~:~r`~: t:t•.; . . , . . . . . v , . ~ : . . . . . . , . . . . . ~.r.. . . . . .t . +c$.. .,t:. :~i};` :;i}:~ . . . . . . . . . . . r . ~ , 5...... >.~:ti~S 3'>.' . . . ....r.....~...... ......t. " "'~`':t;~: 5:...,.,, ;,;r.:. ..r........ . . . . . . . . . . . . . ~ . . . . . . .ti? ti . . . . . : • • : y'k. }r. .x. tiv:.•: •wv::•::•}::. x: ' ' ~.x:•::~::::r?~•r:::::.,~:•::::•: • : : : :::k~ . ~ •.k~r. . . . 16 ( Irrigation system ~ X 17 ~ Nursery estimate ~ X 181 1 Promissory letter for landscape requirements ~ X 191 1 Segregate the parcel(s) ~ X 201 1 Agreement to pay fees X 211 1 Critical Matcrials list X 221 1 Lock (Knox) box entry sytem X ~ : . . r ~.r y . vrr.v w:. r f• ' . Y. ? r: r..:::: .:v ~y . . . . . : . • . . • . . . . . . . ~ . . . : • ~ : ii. ~ :.r :~i: {'y - t . . . . . . , . . . . . . . ~ ........a v.:.. S v 'y.......v .~C r .s ti : : ~ v v . . . . . . . . . . . . . . . . . t¢{ .:.:ti::v'::.; .:~~lS{:;: h • - 4 . ti... ::ti•:ti{.:~:•.:•.~• .v>.ti; . . • ♦ . . : . . . ~ • v. ~.::::.:Y'::. ~ X: • L y:, :v ~r:a.•. i ~ ~.~x•:• • • . . . . . . . . . . . : . : . : . . . . . . . . ? . . , .;.;i:::•:~: r::.; • ..k~ . ~ . . : . . . . r . , . . . . . . '~:~r. ~:r..'. { . . . wZ~~~.~. . . . . .....,r.r •....:::;r. • ~v:::.... •:F:~::>;:;:;;?~; : ~;:r:;r::~~:ti} uu.., u......... . . . . . . :'4::w.ti:}v: r. ti........ . ....::::ht: . r"" N I I ~ . .........X.... ' 231 1 Barrier-Free Re4uirements (WAC 51-20) 241 1 Structural drawings with wet stamps & calculations x ~ /v Signature ~f'G`oordinator J,A11( ~ . y Page ~ OFFICE OF THE COIlri3TY EPdGINEER SPORANE COUNTY, WA3HINGTON Project: Genesco Wholesale Whse Date 12-22-93 Address: E. 5808 Sharp Parcel No: 14531-0707 Ref No. B93180 The County Engineering Department has completed a review of the above referenced project. The following information must be provided in order for us to proceed with our review. A) For any new hard surface area, for an asphaltic roof, or a roof containing HVAC machinery, a drainage plan for the site shall be prepared in compliance with Spokane County "Guidelines for Stormwater Management". At a minimum the plan must contain: 1. Drainage calculations for stormwater volumes generated on site. 2. Calculations for total impervious surfaces contained within the site. 3. Finished grade elevations for structures to be constructed on site. 4. Finished grade elevations at the top and bottom of the 208 swale. 5. A typical cross section of the 208 swale. 6. Calculations to justify the number and type of drywells proposed. 7. Elevation of drywell inlets where applicable. 8. Copy of the proposed landscape plan. B) The following improvements within adjacent Right of Way are required prior to the release of a building permit: 1. You must submit road and drainage plans for street improvements. These must be prepared by an engineer. Plans must be prepared for the following streets: a. Sharp Avenue, Typical Roadway Section No.l, Collector Arterial Standard. b. Howe Street, Typical Roadway Section No. 1, Collector Arterial Standard. All required construction (sidewalk/curbing/pavement) within the Public Road Right of Way is to be completed prior to the release of a building permit or a financial guaranty in an amount estimated by the County Engineer to cover the cost of construction or improvements shall be filed with the County Engineer. Required plans are to be submitted prior to estimating the amount of the financial guaranty or permit release. 2. Approach permits must be obtained, after a site plan has been approved, and before the issuance of a building permit, from the County Engineering Department for any new or improved driveEaay approaches to the following streets: Page 2 a. Sharp Avenue b. Howe Street C) Insuff icient information was submitted with the proposal. We are unable to proceed with our review. We will need the following before we can proceed: 1. Site Plan. 2. Drainage plan as specified. 3. Other information: a. A parking and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving as required by the County Planning Ordinance, will be required for any portion of the project which is to be occupied or traveled by vehicles. D) Utility Condition: Permittee is responsible for arranging for all necessary utility adjustments or relocation as required for completion of the improvement. E) The owner of the property or the authorized representative must complete and.sign Spokane County Engineers "Agreement to Pay Fees". This document must be returned to the County Engineers Office. Plan review will not be completed until this document is executed. This document is attached to these comments. Please return the completed Agreement to your contact person at the Engineers Department. The applicant or his representative has been given a minimum requirements list. This list is not inclusive of all the requirements needed but should be used as a minimum guideline. Without the "minimum" requirements the Engineers Department may not be able to perform a complete review of the project and could result in prolonging the period before permit issuance. Only after all the information and requirements listed above are supplied or completed and the necessary review has been accomplished.will your building permit be released. Your contact person at the County Engineering Department is Robert Turner, 456-3600. ~ BOND E$TIMATE PROJECT Gensco NAME pl DATE 23-Jun-94 DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A EA 1 1200.00 1200.00 2) Drywell - Type B EA 1600.00 0.00 3) Grate - Type 1 EA 1 300.00 300.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 4 EA 1 300.00 300.00 6) Backfill For DW CY 15.50 0.00 7) Concrete inlet EA 1 700.00 700.00 8) C.M. Pipe 10" Dia. LF 22.00 0.00 9) C.M. Pipe 12" Dia. LF 25.50 0.00 10) C.M. Pipe 15" Dia. LF 27.50 0.00 11) C.M. Pipe 18" Dia. LF 29.00 0.00 12) Precast Manhole EA 1450.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch Excavation CY 10.00 0.00 15) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS 1) Wilbert Vault Curb Inlet EA 250.00 0.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 g) 0.00 DRAINAGE SUBTOTAL 2500.00 16) Monuments EA 180.00 0.00 17) Barricade LF 30.00 0.00 18) Street Signs EA 80.00 0.00 OTHER SUBTOTAL 0.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 351 10.00 3510.00 20) Top Course CY 175.3 14.00 2454.20 21) Base Course CY 14.00 0.00 22) Asphalt Concrete Tons 120 44.00 5280.00 23) Curb Type A LF 6.60 0.00 24) Curb Type B LF 941 7.90 7433.90 25) Curb Type R LF 7.60 0.00 26) Sidewalk SQ YD 627 16.40 10282.80 NON-STANDARD ROAD ITEMS 1) 0.00 2) 0.00 3) 0.00 4) 0.00 GRADING AND SURFACING 28960.90 GRAND TOTAL 31,460.90 Bond No. p 2480347 ROADwAY Ilv[PROvEMEivT BOND KNOW ALL BY TBESE PRESEN'IS, that A. J. GERARD BUILD ING COMPANY, INC. (developer), as "Principal," aIId RELIANCE NATIONAL INDF.MNITY COMPANv (bonding company), a corporatioa organized and existing under the laws of the State of wisconsin , and authorized to transact a surety business in the State of Washington, as "Surery," are held and fumly bound unto Spokane Counry, a political subdivision oE the State of Washington, as "Obligee," in the penal sum of nNF TN(1TISANn qTX RitNnRFfl A 7T1 7(1li[n____ Dollars (S 1.600.On lawful money of the Uaited State of American, for the payment of which the Principal and Surety bind themselves, their heirs, ezecutors, administrators, sucxessors and assigns, joindy and severally, firmly by tbese presents. . WHEREAS, said Principal is the developer of a tract of Iand in Spokane Counry known as 16916 E. SpraQUe ' and being located in Section 23 1/2 , Township 25 North, Range 44 E.W.M., in Spokane Countv, Washington, and said Counry has required that a bond be furnished in an amount suff'icient to pay the construction cost of installing to the approved orades, curbs, sidewalks, drainage control and/or paving of roadways adjacent to said development, and such other work as in incidental and necessary thereto, all in accordance with Spokane Counry Road Department specifications, and to the satisfacsion of the Spokaae County Engineer, such improvements to be completed two (2)' vears or less time unless said time period be e,ztended at the opcion of the Spokane Counry Engneer. Upon failure of Principal to comply with tne requirements stated herein within the time authorized, and upoa delivery of written notice thereof by Obiigee to Suretv, the Surety shall make satisfaction to Obligee to the extent oF this Bond. "Ihe obligacion of this Bond shail be kept in full force and effect uncii, i.n che opinion of the Obligee, the requirements herein stated have been satistied, in which event written release will be given by the Obligee, the Obligee having sole right to gant such release. S'urety hereby waives atl rights to retease from the obligacion except as herein stated. SIGNED AND SEAL.ED this 29th dav of ,7une , Ig 94 . A. J. Gerar!'iBmildinQ ComAanv. Inc. Magi BY: . verarct rresiaent RP.1.i_ance Na _i ona 1 Tnd mn i ty ompa-uly SLLteN . _ BY: Qj Ch yl Primmer Attorney-in-Fact (T[le) 1cv'111ro.~....amp . ~ +5095344097 THE HASKINS COMPANY 096 P02 JUN 2? '94 13:32 ~ ° . DUPLICATE QRIGINAL BondNo. 30586791 i Ra►AriWAX IIvYPROVEMENT BONb ~ I KIYOW AI.Y. BY TI3ESE PitESF:MI5, tbat T H E H AS K I N S C OMP ANY (denloper), $s 'Priucipai," and F I DE L I TY & DE POS I T COMPANY dF MARYLAN D ~ (bcynclmg oompauy), a corpvrativn OrpqiiZed and e2~itl,ag uIIder the lZVVS of the State of MARYLAND , : aad autharized tv transaci a surety busiuess in the State of Washiagton, as 'Surery," atc hcld ond 6rmiq bound unm Spokane Connty, a poliiical subcfivisiva of the Scate of Was#tingOaa, as "Obligee," in the pcnal ' swn af i i . ' ' --THIRTY ONE THOUSAND FIVEHUNDRID AND 0 0 o~rz~ 31t500.00 % ' lswfui money of the United State oF Americmn, for the payment of which the Printipal and Sttrery bind themselves, theit heirs, ==vtots, admitusuntors, succcoors and assigns, Joiatly and severallp, fbirmly hy thess preseats. ~ WFX-J~'.AS, said Princapal ia the dcvciapcx af a tr9ct of lnnd in 5pokane Counry {cnowa ss ' 5808 E. SHARP - PARCEL 435141.0701 , ~ atui bcaUdtg Iocatcd in Section , TowasWp North, Range E.W.M., in Sgokaue . . Couary. WaShin,gto0, and said Counry has required tbaL a board be furuished iu en aaQOunt sufficien,t ro PaY the ezonstrucsian w-c of instaMng to iht apprrn►eQ gmdes, Guxbn, sidcwalja, drainage wntml aatdloc pavwg vf roadways adjae¢at to said deve[opmeDt, and sucfi ot6er work as in incadental aad aeeenary Lhereio, aU ia acoordance wiz6 5pokate Couaty Road Departmeat spetaCumtiuns, aad w the sacisFactiou of the Spoicaae County Engineer, sucb improvements to be couipleted two (Z)'ycars ar less time unlmmsaid time geriod be i exteaded at the optioa of the Spokane County Engineer. ~ iJpon fadnre of Priadpal to compiy witb the requirenatents ss.9ted herein witbin the time antharizec, ~ and upon dciverr of aritteu aotivc thctcof by 4btigec co Surecy, the Surety shalt malca sati-dac;rioa to Obligee to cbe ezteot of this Boud. The obligativn oC t.his Bvnd sbaU Eie kept im full farcx aad effed until, in the openiva vf the Oblim : the cequitemencs beteia staced have becn sacisfied. in which cvcnc writtea reles,e witl be g,,~vea by the Qbl.igee, the nbligee haviug solc rig,ttt ro granr Sucli relea.se. Surety het'eby waives all righLs ers reIeaad firums the vbligaqoa c=epc as horeia staced. , SjGNED ANU SEALED thiq 2 4 th day vf JUNE ~ ly 94 ~ THE HASKINS COMPANY Priacipai ~ Bl': ~ FIDELITY & DEPOSIT C'QMPANY QF N[ARYI-AND ' Su Ky ~ ~ BY• ROSALIM ~ A. VOLESKY A'T'TC)R1~TF'~'-1TT-FAL''T' cT~~ i ~ i ~ * Power of Attorney . ~FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFFICE, 3AlTIMORE, MD. KNOw ALL MEV BY THESE PRESENTS: That che FIDELITY AND DEPOStT COHP.aNY OP MARYLAND, a corporation of the State of Mary(and, by C. M. PECOT, JR. , Vice-President, and C. W. ROBBIVS , Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By-Laws of said Company, which reads as follows: "The Chairman of the Board, or the President, or anv Executive Vice-President, or any o[ the Senior Vice-Presidents or Vice-Presidents speciallv authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant ~ecretaries, ro appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attornevs•in•Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertakings, recognizances, stipulations, policies, contracts, agreemencs, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages, . and to affix the seal of the Company thereto." does hereby nominate constitute and appoint John P. Moloney, Richard J. 0'Neill, Frank W. 0'veill, Diana M. Nottom, John P. iloloney, Jr., Dean L. Gehrett and Rosalind A. Volesky, all of Spokane, Washington, EACH............ Fr.% „ . an torney-in4 act, to make, execute, seal and deliver, for, and on its behalf as suret,y, and as its act and deed: any and all bonds and undertakings :-knd the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Company, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected oificers of the Company at its office in Baltimore, 1ild., in their own proper persons. This power of attorney revokes that issued on behalf of John P. Moloney, etal, dated, May 10, 1982. The said Assistant Secretary does hereby certify that the aforegaing is a true copy of Article VI, Section 2, of the By[aws of said Company, and is now in force. IV WITti'E5S WHEREOF, the said Vice-President and ,Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY aND DEPOSIT COMPAVY OF MARYI.AVD, this 6.th day A.D. 19.. 85.. of ..---•-•~1pr.il , FiDELITY a1vD DEPOSIT COMPA1vY OF MaRYI.a~Y ~ ')L~ ~o SEAn ~ .c.~.~. . , ~ ' By STATE OF 1'(ARYLAND Assistant Secretary Yice•President ~ CITY OF BALTIMORE ~ S5' On this 16 th day of Apr i 1 , A.D. 19 8 S , before the subscriber, aNotary Public of the State of Maryland, in and for the Citv of Baltimore. duly commissioned and qualified, came the above•named Vice-President and Assistant Secretary of the FIDELITY AND DEPOSiT CONPAVY OF i1'1ARYLAND, to me oersonally known to be the individuals and of[icers described in and who ezecuted the prececiing instrument, and they each acknowledged the ezecution of the same, and being by me duly sworn, severally end each for himself deposeth and saith, that they are the said oificers of the Company aforeseid, and that the szal affized to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affized and subscribed to the said instrument by the suthority and direction of the said Corporation. TEST1M0NY WHEREOF, I have hereunto set my hand and aEfi:ed by Official Seal, at the City of Baltimore, the day and year first above written. o y~ MOtaAYO1 .t... . . . . Notary Public Cornmissio x es..T.V. ly., l...... 1.98.6. s;~:w.uc:~~ ~ CERTIFICATE the undersigned, :lssistant Secretarv of the FroELiTY AND DEPOSIT CONPANY OF MARYLAND, do hereby certify that the original Power of Attornev of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certiEv that the Vice•President who eaecuted the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attornev-in•Fact as provided in Article VI, Section 2 of the By-[aws of the FIDE1.iTY AND DfPOS1T COMPANY OF MARYLAND. This Certificate mav be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FtDEL1TY AvD DepoSI7' CoMpA,vv oF MAttY[.A,vD at a meeting duly called and held on the 16th day of 1uly. 1969. RFSOLVED: "That the facsimile or mechanically reproduced signature of any Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any Qower of attorney issued by the Company, shall be velid and binding upon the Company with the same force and etfect as though manuell,v afGzed. ' Iv TES Y WH EREOF, I have hereunto subscribed my name and affized the corporate seal of the said Company, chis..r~ dey , V of ....:~T.~.~~..--•---....... 19. ~ L1o2s._cir. - 180-4 I 4 7 Au,.u~,u S ~ . FOR 1'UL R PROTECTION LGOK FUR'1'HE F&D \VAPI,ER.N4AIZK , - , 5TREET QUANTITIES 0'PROJECT NOo- B93180 DESIGNER- LENNEMANN DATE- 6/23j94 PROJECT DESCRIPTION- SHARP RD & HOWE RD STREET # 1 NAME- SHARF LENGTH- 605.30 FT. WIDTH- 9.50 FT. BEGINNING STATION = 1652.00 ENDING STATION = 2257.30 ONE SIDE ONLY PWIDTH= 20.00 EWIDTH= 10.50 QWIDTH= 0.00 TERM # 1: TAPER TAPER LENGTH = 100.00 TERN! # 2 o CHOPPED YTEM MEASUREMENT QUANTITY SURFACE AREA- 6225.35 S.F. ROADWAY EXCAVATION 1.00 FT. 230.6 C.Y. CRUSHED SURFACING TOP COURSE 0.50 FT. 115.3 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.17 FT. 78.8 TONS CURB TYPE B EXISTING 0.00 FT. PROPOSED 605.3 FT. SIDEWALK EXISTING 0.00 S.Y. PROPOSED 403.5 S.Y. STREET # 2 NAME- HOWE LENGTH- 338.10 FT. WIDTH- 8.00 FT. BEGINNING STATION = 500.00 ENDING STATION = 838.10 ONE SIDE ONLY PWIDTH= 20.00 EWIDTH= 12.00 QWIDTH= 0.00 TERM # 1: CROSS STREET INCLUDED EW 12.00 PW 20.00 SK 0.00 RAD 30.00 TERM # 2: TAPER TAPER LENGTH = 50.00 ITEM MEASUREMENT QUANTITY SURFACE AFtEA- 3241.94 S.F. ROADWAY EXCAVATION 1.00 FT. 120.1 C.Y. CRUSHED SURFACING TOP COURSE 0.50 FT. 60.0 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.17 FT. 41.0 TONS CURB TYPE B EXISTING 0.00 FT. PROPOSED 335.2 FT. SIDEWALK EXISTING 0.00 S.Y. PROPOSED 223.5 S.Y. TOTALS ROADWAY EXCAVATION 350.6 C.Y. "-RUSHED SURFACING TOP COURSE 175.3 C.Y. ~RUSHED SURFACING BASE COURSE 0.0 C.Y. kSPHALT CONCRETE 119.8 TONS :URB TYPE B 940.5 FT. iIDEWALK 627.0 S.Y. IIANCE SURETY COMPANY ,LIANCE INSURANCE COMPANY uNIfiED PACIFtC INSLIRANCE COMPANY RELIANCE NATIONAL INDEMNITY tOMPANY ADMINISTRATIVE OFFICE, PH{LADELPHIA, PENNSYLVANIA POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESEN7S, that RELIANCE SURETY COMPANY is a corporation duiy organized under the laws of the State of Delaware, and that RELIANCE INSURANCE COMPANY and UNITED PACIFIC INSURANCE COMPANY, are corporations duly organized under the laws oi the Commonwealth of Pennsylvania and that RELtANCE NATIONAL INDEMNITY COMPANY is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called "the Companies") and that the Companies by virtue of signature atid seals do hereby make, constitute arnd appoint Cheryl Primtner, of Spokane, Washington their true and lawful Attorneylsl•in-Fact, to make, execute, seal and deliver for and on their betialf, and as their act and cleeci any and all bonds and undertakings of sureryshlp and to bind tlle Companies ihereby as iull and to the same extent as if such bonds and undertakings and otfier writings obligatory in the nature thereof were signed by an Executive O(ficer of Ihe Companies and sealed and attested by one other of such of(icers, and hereby ratifies and confirms all that their said Attorneylsl-in•Fact may do in pursuance hereof. This Power of Attorney is granted under atid by the authority of Article VII of tlie By-l.aws of RELIANCE SURETY COMPANY, RELIANCE INSURANCE COMPANY, UNIYED PACIFIC INSURANCE COMPANY, atid RELIANCE NATIONAL INDEMNITY COMPANY which provisions are in full torce and effect, reading as follows: ARTICLE VII - EXECUTION OF BONDS AND UNDERTAKINGS 1. The Board of Directors, the President, the Chairman of the Board, any Senior Vice President, any Vice President or Assistant Vice Ptesident or other officer designated by tha 6oard of Directors stiall have power and authority to (a) appoint Attorneyfsl-in-Fact and to authorize them to execute on behalf of the Company, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (b1 to remove any such Attorneyls)-in-Fact at any time and revoke the power and autliority given to them. 2. Attorney4sl-iri-Fact shall have power and authority, subject to the terms and limitations of tlie Power of Attorney issued to ttlem, to execute atid deliver on behal( of the Cnmpany, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof. The corporate seal is not necessary for the validity of any bonds and undertakings, recognizances, contracts o( indemnity and other writings obligatory in the nature thereof. 3. Attomeylsl-in-Fact sliall have power and authnrity to execute aftidavits requirecl to be attached to bonds, recognizances, contracts of indernnity or other conditional or obligatory undertakings and they shall also have power and authority to certify the financial statement of the Company and to copies of the By-Laws of the Company or any article or section tliereof. This Power of Attomey is signed and sealed by facsiniile under and by authority of the tollowing resolution adopteci by the Executive and Finance Committees o( the Boards o( Directors of R@liance Insurance Compaiiy, United Pacific Insurance Conipany aiici Reliance National Indemnity Company by Unanimous Consent dated as of February 28, 1994 atid by the Executive and Financial Cornmittee af the Board af Directors of Reliance Surety Company by Unanimous Consent dated as of March 31, 1994. "Resolved that the signatures of such directo►s and of(icers and the seal of the Coinpany may be at(ixed to any stic4i Power of Attorney or any certificates relating thereto by (acsimile, and any sucli Power of Attor(iey or certificate bearitig suclt facsiiilile signatures or facsimilo seal shall be valid and binding upon the Company and any siich Power so executed and certified by fac- simile signatures and facsimile seal shall be valid and binding upon the Coinpany, in the future witl) respect 1o any boiid or undertaking to which it is attached." IN WITNESS WHEREOF, the Companies have caused ttiese presents to be signed and by tiieir corporate seals to be Piereto atlixed, April 1, 1994. RELIANCE SURETY COMPANY RELIANCE INSURANCE COMPANY UNITED PACIFIC INSURANCE COMPANY . RELIANCE NATIO AL INDEMNI7Y COMPANY EAL ~ STA7E OF Washington COUNTY OF King ) ss. On this, April 1, 1994, before me Janet D. Blankley, personally appeared Lawrence W. Cartstrorn, who ackiiowledged himself to be the Senior Vice President of the Reliance Surety Cornpany, and the Vice President of Reliance Insurance Company, United Pacific lrlsurance Company, and Reliance National Indemnity Company atid that as such, being authorized to do so, executed the foregoing instrurtient for tlte purpose therein contained by signing the name of the corporation by himself as its duly authorized officer. In witness whereof, I hereunto set my hand and official seal.' 1 ~ Notary Pul\ic in atid tor t{ie Stats ot Washington Residiilg at Puyallup 1 Robyn La;!ng, Assistant Secretary of RELIANCE SURETY COMPANY, RELIANCE INSURANCE COMPANY, UNITED PACIFIC INSURANCE COMPANY, and REIIANCE NATIONAL lN0EMN17Y COMPANY do hereby certity that the above atid foregoing is a true and conect copy of tho Power of Attomey executed by said Companies, whicli is still in (ull force aild etfect. , IN WITNESS WWEREOF, I have liereunto set my hand and atfixed the seals of said Companies this 29tbay ol June 1994 . ! OtNoi tt~►.t, Assistaiu Secretary AM►~ w~ . . ; . . ~ ~ SPOKA1vE ENVIRONMENTAL ORDINANCE ~ ~ ~ ~,%;A DETERMINATION OF NONSIGNIFICANCE ~~~y ~n~ineEni,o File No. 94000774 Description of proposal: Wholesale narts warehouse: 42.000 s.f. (lower), 3,200 s.f. (un)er). Phase II: 60,000 s.f. (lower), 3,200 s.f. CuMerl P+roponent: Charlie Walters and Dave Starr, 4402 E. 20th St., Tacoma. WA 98424 Location of proposal: 5808 E. Sham, Saokane, WA Spokane County, the lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on fle with the lead agency. The information is avaiiable to the public on request. There is no comment period for this DNS. [X] This DNS is issued under 197-11-340(2); the lead agency will not act on this proposai for the required 15 day review period commencing on February 7, 1994. Comments pertaining to this checklist/determination must be submitted/received no later than 4:00 p.m., February 22, 1994. Responsib[e Official: James L. Manson, Director c/o Lorne Lakshas, Land Use Planner Spokane County Division of Building and Safety West 1026 Broadway Avenue Spokane, Washington 99260 (509)456-36,75 Date Februarv 7. 1994 Signature ~ You may appeal this determination within 10 calendar days after it becomes final: The Board of County Commissioners West 1116 Broadway Avenue Spokane, Washington 99260 The appeal must be submitted in writing no later than 4:40 p.m., March 3, 1994. You should be prepared to make specific factual objections. Contact above responsible official to read or ask about the procedures for SEPA appeals. A copy oF the Determination of Nonsignificance was mailed to: SpCounty Engineec's Office Fire District No. 1 Bitl Hemmings Mr. Paul Chase Washington State Dept. of Ecology Spokane County Air Pollution Control Authority . Enviroment Review Section-Ms. Barbara Ritchie Mr. Eric Skelton Spokane County Utilities Mr. Bill Dobratz , ' : C 1 SPOKAxE Et'iROtMEHTll1 OR01MISiCE (vAC 197-11-960) Sectlon 11.10.230(11 Envlronmentel Checklist CI f t le No. Vurpose of CAccklist: T1►e State Enviro mncntsl Po11cy Act (SEPA) tfiapter 43.21C RC1f, requlres all gover mtental •gentlef to consl0er the envlronnental tiapacts of a prcposal before neking Aetlsfons. An Enrirona+ental IApact Statemnt (EIS) a+ust Ge prepareE for &11 proposals vith probable signlfitant •dverse impatts on tAe Quellty of the envtroriment. The purpose of thls Checklist ts to provlde lnfor+aation to help you end tAe •9enty ldenttfy lmpatts fraa your proposal (and to reduce or ♦vold impacts frow the proposal. If 1t can be done) and to help the agency declde Mhether en EiS 1s required. Instr-ucttonz !or Appllcants: Th1s cnvlronacntal checlclist asks you to descrlbe sooe baslt lntor+aatlon ebw t your proposel. Governwentil a9encies use this thecklist to Eetermlee rhether the envtroncental tapacts of your proposal are slgnificant. rcqu1r1n9 preparation of an EIS. Ansver the Questlons briefly, witA tf►t most prectse lnformation known. or give the best descrlptlon you tan. You wust ansrer each questSon accurately and carefully. to the best ot your kn wledge. In sast c.sea. yw should De able to tnsver the questlons troe your own observatloni•or proyect plans wlthw t the netd to hire experts. It you really 6o not know the ansver. or it a Questlon does not +pDly to yovr proposal. vrlte 'do not know' or 'does not apply.' Caoplete ansvers to the qvesttoni now may avo14 unnecessary delays tater. Some Questions ask aDout governoental regulatlons. such as tonSn9. zhortllne. anE landmark desigr+atlons. Answer these Questlons 1f you can. lf you fiare problews. the govermental •genclcs c+n assist you. The theciclist qvestlons applr to all p+rts ot your proposil. even 1f you plan to do theo over a pertod of ttwe or on ditferent pareels of land. Attaeh any sEditlonal inforwtlon that wfll describe your proposil or tts enrlronnental eftetts. The agency to which you suQailt thts theckltst atay ask rou to explain your ansrtrs or provlde addittonal lnforuu tton retsonably related to detcroinln9 it there aay be s19^ificant adverse lmvact. Use ot cheticiist for nonproJed propozals: - Complete this checkl/st tor nonproject propozals. even though questlons •ay be answereE 'Eoet not +Dp1y'• IN AOOITIOK. couplete tht SUPPLE?IEMTAL SHEEt FOR NO!IPROJECT ACTIONS(Part 0). Fo~ !►onprofeet actions. the reterences in the checklist to the w rds 'proSect.' 'appllcant.' and 'property or stte' shoulE be reaQ as 'propossl.' 'proposer.' and 'efteded 9eographlt aree.' rezpectlvely. A. BKKGROUt10 1. 'taoe of proposed projeet. If appilcabte: 5$0A EA S;- S14A-R-P ^6GAJSC-O INC. WI{0L('ySAt-C PA4-7-s w~9crJSfi: 5 C ~ r~ C`~Io..Y► ~ ~ 2- 3 2. 'la.e Of AppllCint: CVAL lrr W/4-t..l f'AS (GC(Z 1NC) , 3. AdCress and pAone nurnber ot appllcant or contact person: ~SCA ST'"Q Co¢ 4q02 Lo"' sr F , 't74c.oMA WA t, 44te theckllzt prcpared: TA-NVAe-e Z4 (194 S. Agency reQuesting ehecklist: IFJ P( (fdu N T~ 6. Proposrd tloing or schedule (tecludtnq phaslnq. if •pplltable): rtAACr)4 i. 199tf - oresi c.N ; A-PPct c-4 r) o*J , 7. a. Do you Aare any plsns for tuture addttiorts, expanslon. or turther activity related to or tomed ed w1th tfiiz proposal3 It yes. ezplaln. P1(RSr~ :E : 444, $Do S.~ wlRA"0uSE , PNA-S@. .Q: lb,ooo SF. ~.✓A~'~.t[~E ~1.OC~TtO~V. , b. Oo you own or have optlons oo land ncar0y or aEjacent to this proaosal3 If yes. explain. {V 0 8. llst any environaental tnfora►atlon rou knov about thet has b a n prcpercE. or will be prepared, atn ccir related to this proposil. C Nv ta.o N WovrA4- skT-7c--7-= _A3 Y , - C~I i ro ~1~ ~N SuiTAu"-5- (5~9~ 573'9 - 3676 acv.t/1/88 ~ , , SPOfJJfi CN'CIRONtEttLAL OA.D1NA11CE , 1 ^ (VAG 197-11-960) Seccioo 11.10.230(1) ' 1. MQCC804UU (coottaued) 9. Do you im ov whcchcr •pplt u cioai arc pcuding for 6o.ernncntal •ppro.als ot othcr propo u 1s directly •([ectlnL che propcrty covered by your propo.al! If yce, erplain. L~.l 10. I,ist any aovernment approvals or petnica that v1L1 De needcd [o[ 7ou[ proposal. if lanown. •D~~~~~Avr. PV2.K~,- PQ.e"" SPoK.n.AdL cei o-PrY . 11. Glve a bcie[. complete dcscclpcion o( rwc proposal, Includlrtg the proposed'use• aod t!+e sise o( the project •nd site. :1xre are several Questions latec ia thie chectllat chat ait yw to Eesccibe certain aspects ot ywr proposal•. Yw do not need to repeiLt tfiose ansvers on thi• page. P2oPosr,,0 ~~~~i&L- 0.1900 SF cauceEM 77c7--0P w4r,v n4Er?4c. QeoF srtsM-41 . TYPE ffI N co~vs~✓c..-ZO-n~ , B-2 Dcts.~P.o~vct/ PRgf:. p. :b6,E00 sF 00111oN To wAAF',.KoJSk (60,600 w ?-6-1**-> ~ SM~L caW-"crz~ uSe = wHa.EsAi,E D1s7ZJQUn0A/ oP Hrz.AntA-~ /cacc...✓c-- G&JrPA%r.vr Av&0 . s iPPu rzS, 1'.. Locacioo of the pcoposal. Cive •utficlcnt !a[o n.acloc for & pcrioo to underscaod the prccise laucioa oi rour proposcd prosect. ineludin6 c street address. 1f any. aod seccloo. tovns!►ip aod ranae. if krovn. II • propow 1 vould occur over •range.ot •ru , ptovidt the tanae o[ eouadarics oE the site(*). rtovl6e a leQal desccipcico. •ite p Le►. vlcioitY aap. •nd CopograpAtc wap. if reaeoasblr arai L ele. vhile y w should subnlt •07 p Loa requited trr the aQencr. you ace aoc reQuiTSd to dvplieace sap• oc decailsd pL w subsittcd vich anr pecsit appllcscion ce L tod to thia cheekllsc. 578°9 F-A.s; sNa2A Sim mulAwo mwzs 13. Doe• the psopomed action llc vithio the AQuifer Seroi[Sve Aru (ASA)! :t►e General Scver Se Mcc Atea! :!►e Prioritr Sevcc Se M ce Ilrea! :Ae Gltr of Spokane! (See: Spokaac Countr'a ASA Over L r Zone AtL •[oc boundarins). rrr 1 nJ a o 0, F $W sa#, sMVTL CA -\4,~' ~S ~ , - a. eavixotcsr~+-a~, u.n¢.m ' Evalwtlon for Aaency Use Onlr 1. EAFCii A. Ceoeral desccip[lon of the site (clrtle onc)~L c co111n6. hilly. •tecp slopcs. sountatow s. other: D. 111►at 1s the •ccepesc •lope oa the slte (apptoclsate perccnt slope)! c. `+ha[ acneral cypes of •otls •re louad oa the site (for exu mpls, tlay, raed, aTavel. peat. suct)! It rou lcnov the claaslficatioo ot aaricuStural •oils. •peeitr thea •e►d aoce •e+y prim fotilard. 5,4 QpAw> &4Prv Ei-- d. Ace the[c •uttate loditatloos ot hlotory of ucutable •oils 1a the tmaedlate HctalirT t( •o. deseribe. NO 2 ' . ~ ' ~ SPOKAME E~tVIR01{:1ENTAL OROINAHCE ~ (VAC 197-11-960) SectSon 11.10.230(1) B. CMYIROMiENTAL ELEM£NTS(tontinutd) Evaluetfon For A9enty Use O~ly e. Destrfbe the purpose. type. end approximate quantlties of eny filling or greding proposed. [ndicate source of f111. ~)CC A TtC, r-T) l LL (W 6 '-To P,'415 C n~~ g k;iL71,kJ(, ,a Fr Lt-.,JZ L z~.~ ~'6~v tr!~ ~t' f. Cou1G eroslon oocur as a result of clearing, constructlon. or use? If so. generatly 6ezcrlDe. N 6 y. Abaut what percent of the site wtil bc covereQ w1tA toperrtous surfaces ifter project cortstruc- tton (for eaar.ple. asphalt or buSldin9z)? hPPP-oK gS~Ie ' a h. Proposed a+easures to reduce or control eroslon. or otl+er lapatts to the earth. if •ny: u HpQ0pg4"` Zoe A,A-s~ IM5 sA-u. Af o Ro PRi A-#-v_: t1M/0 S lA1'&Ne, Nc4Q PAlL K,/Llr M~'t4S 2. AIR A. H1►nt tY9e of ealssions to the air ww ld result traa the propotal (I.e.. dust. autaaoDile. odors ' tndustrtal. vood smoke) Quring tonstruction and wAen the prok ct is coopieted? If any. generally describe and 91re approxlmate Quantites tf known. rQ•~'T"o~0 V r l, F~ b. Are there any ott-site sources of enlsslons or oEor thet may af(ert raur proposai2 If so. generally descrlbe. V 1J y~ac,u ~i . c. Proposcd a►easures to reduce or control eartsttons or other 1epacts to •1r. 1t any: n„ ~~•~jp~ N o r- l c4o u) e v ~ • 3. WATER . a. Surface: (1) ls there any surfate water body on or fn the icsoedlate vlclntty of the sttt Includinq rear- rounQ and seasonai streams. saltwater. likes. ponds, vetlands)! lf yes, describe type and prov(de naruez. It appropriate. stite xhat streia or rlver it flovs into. ~ (2) u111 the proJect requlre any wortc over, in. or •djatent to (w/thtn 200 f at) the descrlDcd waters? 1( yes. please describe anQ attach •vatlable phns. Do6s .4jbT- "P(,Y 3 . ~1 1 • SPp/,/JIL Clf'CI1kO10S17'LAL ORDIt:/.ttCL ' ('.JAC 191-11-960) Sectlon 11.10.230(1) B. LNVI0.0ir`CE1.'TAL CLDSEII-$ (continued) Ewlw[lon FoC - ~~~~r u.~ o~y O) Esciruce the •nount o[ [!11 •od dredge n.cerlal ch.c vould be p L ced Sn or removed from the w rface vatec br vetland• •nd lndf u tc the •rea o[ the •!te tl+at vw ld Dt a!(cc[ed. IndiGate the vovrce of f311 os[erlal. 00 G~ ~ar A-PPc.Y (6) Vill the pcoposal rcaulre surfacc y ter vlthdrs w 1s or dlvcrsioru! Cive •-eneral dcscrip- c1on. purpo•e. and •pproxinate Q w ntities. 1[ kn wa. . DarLs Ar); (S) Doe• the proposal lie vithin ♦ 100-rcar [lood p Lln1 I[ •o. oote locatlon oo the slte plaa. NO p (6) Ooes the pTOpoaal lnvolvc anr dlsclu cge• of vaste materials co sutface vater$? 1I •o. • describe the trpe of vaste •e►d •nCiclpaced volume of dlscharte. ~Q b. Cround: , (1) V111 aroundvater be vlthEravn$ or vtli vater be diacha[6cd co grouc+dvater' Clve jeoeral descilptlon. ptirpoic. •nd •pproxlwate Quantltles. il timovn. po&A A4V-r i40" . (2) Desctibe vaate a.aterial tl+at vill pe d1stRatgcd lato the g[wad troa sep[it tanks oT other saoltacy vaste tteadeoc factliry. DesetlDe the seocral sise o[ the rrstm, the nuabei of fiouses [o be •erved (It applicasle) oc the ouaEer of peraoos the rpstcn(s) aTe espcctcd to •t[VC. Gr~.-2A~~.~~.IZ w~4si ~ FR~ R.FzS:~BeMS SiaQ.o P09- A-OP2ac 30 r'..~PLov1M:S. (3) Desccibe •ar •rstcss, otAer tl►aa thooe dcsl;aed tot the dlrpo w 1 ot "altary vu te, inacalled for the purpose of dischargtns iluld• belov the ttouod sur[ace (include• syaccs• such as chose foc the disposal of storm vater or draloa6e fraa flooi dtaiaa). Dcscrlbe cl+e [ype ot . •rsceo. the a wuat of u ter1a1 to be dieposed of tdroush the srstes aed the q pe• of aatsrials llkelr to be d1sposed ot (Sncluding aaterial• vt►1ch aar entcr the •ysta Soadvertectly t!►tou6h spllls or a cesult of firefithtia6 •ctivltics). SroRm- wkre2 0RA1NAtf" FRdM PAeKinXr A"-.4s d- Mjn4'z RMF SVS 7S-u Tv I}PP2oPlt~~4TT~ ` R2CAS Ado D2Y wC-,tGS. (4) Vill anr chmicals (especlallr organic solvcnts or pctrolew fucli) Oe scorcd !a •bove- , Srovnd oc uedertrouod •torase taoksi 2t •o. vhac t-ypcs aod Qeuntltie• of sateilals vlll be •tored! tq0 t . r , C ~ ~yR. ANL Q~2ROh?¢NTAL ORDIt1ANCt (uAC 197-11-960) Scccion 11.10.230(1) SPOR ' S. tNC'IROV`SEI~TAL ELfTffiT'S (contlnued) :valvatlon For AS ~~~y v.~ o~y (S) Whac protectlve oeAsutes vill be ca4cn to lnsurc chat leAke or @pl11• o! any chemfcil• •cored or used oo gite vill not De alloved to peftolate to aroundvatec (Ehis locludc• oc u ures to kcep thtniu 1• out o( dlsposal systcas described 1n 3b(2) •oA 3b(3)! N,A . c. Uater Runoff (locludins stoco vater): ' (1) Ocseribe the •ource oC runott (tocludta; stocn vatcr) •od aetlod of collection aad diapo u 1 i[ any (loclude Qurntltics, i[ lcnovn). Vhere will tM • wwtec tlov! Yill thl• vaccc (low lnto othe[ v&tets' If so. dest[lbc. RooF a16NaF-F -ro '20 g (2) Jill any chcaltaL De storcd. hac►dled or uscd oa the sitc io • lotation vberc • apill or Ieak v111 drain co •utface or troundvater oc ta ••tocw vacer dispos.al •rstm diseharalnZ to •uctace o[ acoundwtetT « JV d (3) Could vasce oatcrial• eater Srwad or suttace tatetsl It •o, Eencrally deaetibe. 14 V 6. Proposcd eeasutea to reduet oc control •uctate. stound. ikod cvno[f vatcc tspacis, lf any (if t tDe proposeE •etlon lles vlchia trt Aqulfer Seneltlve Area be eopetlally eleat oo erzplanatlooa c relatlog to fatilities coneeeninj Seeeioo• 3D(4), 3e(3). aoE 3c(2) ot cAii eheekli.t): -t~c: Z;0(4~ L,Nk PLt AN c E vJ z r ~y oc>e ' c2 A. rl►eck or circle cype oI ve6etation found oo [M sites ~jo deeLduous t[ee: aldec, ample. aopeo. other. 109,55, evec6reen tree: tir. eedar. pLne. otMT. •htvbs. pastuCe. crop or aca1n. vet soil plaoca. eatcail, outtereup. ►ullruoh. skimk eaDDaise. other. w cer plant.: v te[ Illlr. ecl6raso. ailfoll, ot1►er. ocher types of veqetatloa. b. Vhac kind and aoount oI ve6eta[Soa vlll be rmoveQ oT •ltere02 ELp. a c.eass Lc-4--,oxrrLp as Ap oa,oP24*-rtr- At- M0ST 1 Jo ~v ~ `t 2-t C. List thre.atened oc eodangeced specie• taow to be o0 or near tfie •ite. DoC,5 nA57 q-PPc,y - d. Propoecd lanQscapiag. use ot oative p Lecs. or otlu toeaeure• to presern or enlunce vetetatlon oa the •1te. if anr: Cvc,e& g- ~-~..~vs 4- Ua.hcc q-s ~Vv.coPQ,a ; r W k t- c_ F~/lv c t-~ ~J~o t2-t CTA - t'c o N~ 5~~4-P 1 N C~ `f T-F \ s ~/cS w 5 (VAC 197-11-960) Section 11.10.230(1) SPOKAKE CNY1ROKri[NTlll OFO1NA11CE . 8. EMYtROt,?1ENTAL ELENEHTS (contlnurd) Cvaluatton for 5. RNIHALS AqeoCy Use Only A. Clrtle eny birds and animali whlch have been oCserved on or neer the stte or are knoyn to bt on ar near the site: birCs: hawk. heron. eagle. songblyds, other: NB A4Z. ~ aammais: dctr. beer, elk. beaver. other: IVm~~- fish; bass, salmon. trout. Aerring, sl+ellfish. oiher; NOn~rL other: b. List any threetentd or endan9erM speties knwn to be on or nenr the stte. S MrT c. Is the stte part of a wtgretton route? lf so. ezplain. Qo~s ~✓os ,~MPcr d. ProposeQ c+easures to preserve ar enhence vildllfe. tf any: ~ 00 GJb II.GT APpC. <f 5. EMERGY AND NAIURJU. RESOUACES . , a. Vhat ktnds ot energy (electric. natural gas. vooE store. solar) w111 be uscd to oeet tAe Lhe toaplettd projett's energy needs? Oestribe rhether 1t w111 be used for Aeatin9. manufac- turtn9. ett. t-[44-7721 G- C l G N T? N~~ N4--vRA.c, GA-S - St*Atf'c. K"M.LS b, uould your project affect ihe potenttel use ot soler energy by adficent pro9crttes3 It so. - generally descrlDe. l~¢ C. What kinds of enerqy conservttlon features •re included tn the plans of tAis proposal? list other proposeQ measures to reGuce or eontro) ener9Y iapacts. if any: a`v \<tv~~,.; f`.1 A-T- -ml5 7. ENYIRONMENTAL HEALTH a. Are there any envirorxxnttl Aealth ha2srds. 1ntluEiny exposure to to,cic cAeaicais. r1sk ot flre and ezploslon. spill, or ha2arEovi vaste. that tould ottur as a result of tAti proposal? If so. aescrtbe. • ~,3 o (1) Oescrtbe special emer9cncy servtces that mt9ht be re9uired. 6 ' C ~,ror-kxe eKvlaon^-_1s-c" o$AtNUIa ;uAC 19)-11-960) Scction 11.10.230(1) 5. CWIRO~N'IAl. CI.P?tF2tTS (eontlnued) Eveluatlon For EINIRON?MTT:AL HEAL-N (contlnucd) Agcnty Ust Only (Z) Fropoeed eu oures to reduce or cootrol '=.lrorumcnt•1 health h•z.rds, 1t .ny; N ~ A- - b. Noi.t: - (1) Nhat type• o[ ooise esist io the •re• vhich u T affett 7 wr projett (for example: trafflt. eQuipmeet. opecatioa. otherl Nc'T A P'~a ~LCM (2) LThat typeo and levels oi oo1se vould be eiutcd bp oc •ssoclated vitl► the proSee[ on • shorc-tess oc a long-tecm Das1s ([oC euaple: craffie. eoosttvctioa. operatloo. otheT)E Iodieate vhat houre no1ve vould eose frnm the site. 74alCK MA-PFc 4: 7A-" - S Pr~ c--C-s3 1J C~ ~~Y F=~ ~ ~ Kllcy W TIAS (3) Proposed au ture to reduce ot concrol noisc Lpactr. !f anr: ~ . 6. LA.lD AliD SHORF3.It1E USE a. Hliat is the cursent use of the •!te •nd •2jetenc propertles' Sr0 eA-&rL b. tL• the sSte bceo uscd foe asrltulture! I( •o. deseil0e. 60 A.Or KIV6-►J C. Dcaeribe •ny structure• on the •lte. NOI1I~ d. V111 •nr •crueture• be daolisfied2 If so. vhlcA! N OA/:.--- ~ e. V`u t i• the curreut sonin; elassificatioo of the •lteT T` 3 t. Vtut !s the eurreo[ comp.rebeetuirt e pLu de~i o~cloo oi 4he •itc! Dp~~µ) Z 3 q ~ - Q. If appllcable. vhat 1o the eurrent aIW Tt11Nt aaeter progtar desiaaatioa of the •iteT Do~ ~vor ApP~c..y h. Ha• aor part of the •!tt beeo e1ass1i1ed ao `eovitoaneotally sensltive' areal Ii •o. •pecifr. No,ur~ 1. Approxiaately !wv wror pcople vould te.lde or vork lo the eo.pletad pro}eett 2~ , . ~ . / . C C seoiur.2 CcV'tta:LIsrrcwz. oxncNw+cs l. (VAC 197-11-960) Scction 11.10.230(1) D. EtiVIROh':Q'NTAI- L1-LQKI'S (cootloucd) '-valuation FoT Agcncy Use Only Approxio+tely hov e.anr people would the coapleccd projecc d1eP Lce? N OfJ~y " k. Froposed su sures to •void or ceduce displaccmenc inpacts, it ae7: . 1. roposed weasure• co eesure the proposal 1• coapatlble vith e:leting and proseeteC Lr►d uses aed plans. i[ aay: 42,'~ ~ • 9. nouSiNc a. Approxinatelr hw uny unit• vould ee piovlEcd. if •art Ioditate vhethec hish-. ■lddlr. oe lorlcrcoae howtng. ~ fV0 NF"L, p. Approsioately hov Raoy units. Si •ers vould ee eliainutcdt Indiute vhetl+e[ hi;h-0 alddlc-. or lov-ir+cooe bousln8. . ' - - NOAV_ C. Proposed ae.asures to seduce o[ eont[ol l+ousln; lmpacts, it aor: ' N oA~q_ 10. AYSTiIETICS a. H!►ae !s the tallest Ae1;At ot aey pcoposed strueture(e). not ioeludiett ancenaasi Wlut !s the pcincipal exterior Duildln6 Pa[erial(s) proPosed'. • GDNGR-r.1 1-n T= tr-r - J P APPlLaX 79, 77A'u- , b. uT+st vlev• !n the luoedlate vleLnicr vould be altercd or ebtcuctedT C. Ptoposed measures co reduce or cootrol acot!►etie lapaecs. 11 ao7: l.. ~Q-i~>7A _C1 ~.N 11. LI CNT A" GZJ►1lE 'rT►at crpe ol lisht o[ gLre vill the Propoaal ptoducet 'rtuc tiae ot dar vould lt aaiely oceuct tJc~ N~ ~ ~ Yo L.t b, E--H TF-920 kA Lk~ Ll6 E-\T;> o u *Y_ t~c yC _ b. Could lighc ot gL re [roa the Ilnisl+ed project be a salety 1usard oT loceclsre vieA •levei ~ AJO C. Lfiac e:is[ing oif-site •wrce• ot llght or gLre aay alfect ywt proposal! ir.1 (l , d. fsopoead .e.sures to reduee o[ eonttol light and gL re 1apacts, lf aars Lr- ~L 1 o tJ LI ~ r-\ T~ ~Vl --Tpw~A-~~ ~ut L.1~ lIJ t~, ;,~1 O T oN ~-~4"0EV-1 6:S a . . ( 1 ~ ~ _ C ^ r \ t~ SPO[A.~.'L L'i:IR0:~7`MN'CAL ORDiHANtY \ vAC 197-11-960) Sectto~ 11.10.2)0(1) E. C?NIROtMLMAL E1MSZNS'S (tantlnucd) Evaluatton FoT Agenty Ust 0n171 12. 0.EC ttE AT I 0 t1 WhaC dcolgnatcd •od In(oc-mal rct[utional oppoc[unltles are 1n thc imnedlate vicinicrl I~►~1t~IG V_ Nv::•: S~ b. Would the proposed project Elsp Lte •nr exlatla6 recruclon+l uscs! If so, deotrlDe. ~ Q c. Pcopoped ressures to reduce or coe+trol ispacto on recru [lon. locluding tecYea[lonal opportual- t1e• to De provlded by the project oc •pplicant. !f aor: 13. RIS='ORIC AHD CUI.TURAL YRESERVA:ION A. Are chece •nr place• or objeet• 11sted on oc proposed for na[looal. scate oc local presetva- tion ceQiitet• knovn co be on or oest co the slteT If •o. tenerally deacribe. No b. Ceoerally destriDe •oy lAkndoarts ot evideoce o[ A1s[oTlt artlueolocle&1. &tleuclile oi cultural lflporcance ►aovr+ to be o0 oT next [o the slte. NoNla C. Proposed seasuce• [o ieduce or tootrol lspaecs. if anr: li. T.Al1SPOR:ATION A. Tdeocl[y publlc •ctectm and A!=hv s the •Ite ae+d destilbe p[oposcd •ctes• [o cT►e esiatlag •tree[ s7sten. Shov-on •ice p Leu lf •nr. 5 K, 418,p A-✓_ry„~, AA; c-l re-rv% D"b. •S tc cucreetly soa~red br pvEllt tCaw 1tt If not, vbat is cAe appco:inaCe discaace to tke rcsc translt •topt . VA ~l c L ~ C. Ilov saor parking spaceo voul co~pleted pro~c hareT 8ov a,►q vould [lu pro 4 ct eliad nAte! aPp2ox zs d t 1vv N C- d. Vill seQulce anr oev rw d• oc stseets. ot laprove+eet• to exlstiaa road• or •treets pot locludina drlvevays2 if so. geoetally describe (Sodicate vhethc[ puDlie oc prlvate). ' S iYiA,S: Pi4v t'..*%ti,.t/?- wemwn,O 7o M,!-rcrt coi2 jj c.6c.4- tZ o.N Ac.oNG Sr1+0,P A-</r,- i 1'40vJC RQ• . t. vlll che ptojeet u.e (or otcuc ln [he locdlate vYtlnicy of) .acet. iail. oc air uaodporeatlooT If ao. geoer&lly deoerlbe. tj o S.s A.40r M PvY 9 ~ ` . V _ ` ~ ~ SPORANE II7nROtCiLH".AL OP,DINANCL (VAC 191-11-960) Sectioo 11.10.210(l) E. [?loIP.Ot-XN-AL Cl-E'SENTS (eontlnued) Lv.lu.tion For Agcne7 Usc Onlr Aov u nr vchtcular Crips per day vou1E bt Benerated Dy the cocpieted pro)ect? lf knovr+. lndlc.tc when p u k vould occut. , aPPa,6c z TAA4"4 -,a.4mQAs ~I srk.o,a,cr ru,e.Ks •.(nr zz' 66xrL,9 AAvn q,PP?.~x s.-D VM-jS /Pp cK-vPs P~.a OAAr'. ~rz4KS +r ~A'" AO•6 ( ~M T g. Proposed oeosure• to reduce or contcol transportatlon irp&ccO. i[ •nr: ~{►Je~ul2A-~,C c,A~~~c_~►~ G, ~`c E►~PLo`~C~'-~ 15. PUSLIC SEAVLCES A. Vo~ c ccsult in so lncreascd e►ced for pu*jlic ser+►tces (for sm■ple, ite ptocection te protectio . health care. schools. otl►er)! so, reacrally d:scclee. 4~~ 3 a p. Proposed measures co reduce o[ control direcc lupact• oa publtc setvites. 1! aors 16. ITII.I:IES vater retu~~ s. Ctrele utll rtently •val Lble •t the •ICC: eleetclci +tural C. •ervice, telephone. @aottscp #ever. •cpCic ~y,ccn. o b. aeocrlDe the ut111cie• tAat ace proposed tot the pcojet[, the utlller ptovldln6 the secviee •nd ' che :eneral coruttvetloo ae[Svltics on the •Ste or !a the iaredLte rieinity vhicA dahc be needed. C. SICNATUitL . ~ 1. the undersi6ned. wvtAr uadec the penalty of perjucy th.c the aDove respoo+s• •re made i Rtthfullr and to the bes[ ot mr keo+rleQge, i aiso underscaod that. slovld tt+ere be aoy villtul mitrepreseatatlon or villful Ltk of [uil dieelosure oe q part* the Venc/,a&r vithdrav •ay de[ee+alt►atioa o[ aoeu igniticaoce that it R16fic issue in rellaaee upon t!►ls eheckllst. Date: Proponent L W'` IL. t W C- . (Ylcue Yrlnt o[ Type) Z C f ~4L~ a-- ?eopanent: Aeere..: (5lgnature) ~,a : ~Df~ - ° Z z ~ O ?j '.~-o M4" 2-~- Perwa coopletins toca: iC7 1-%g~ Date: P1+one: ~•~✓~O'"'~'Z Z ~j~J . TOR STAT1 OSL ONLT Statt rmDet(s) tevlevtoa ehseklLst: Eaaed on this statf tcvtev ot the eorisoemeotal checklise •nd otl+ec pertloeot lotonutloo. the staitt Cootlude• that there •re ao pcobable •Sgnltleaat adveree lrpacc• •ed recauends • deteT+loatton of o0oe 1`oLtitaate. E. Coaclude• that p[obaDle sigoificont •dversa eavironseo[a1 L paet• do eslsc tor the cucteat proposal •od recoameod• aa1t16ated dectt- nlo+tioa oi oooAisoifieaoes vleh eooditloeu. C. Conclude• t1u t therc •re probable s1gn1t1tant adveroe eavlroaaeocal iopacts •od retoeacod• a detetuitti Ltou o[ •t;niftcanct. TILIPC M - S75.00 10 ' ~Y . . . , NORTH HOWE hTREET 440.0' - . ~ ~ D ~ ~ . . . , . . ~ D . . . . ~ . ...............................::::::.::::::::.::::~::::;:Y , . . . . . . . . . : ~ . ALT;: ~ . rn . ; . . . . : . . . . : : . . . . ~ .................................................Q::::,:;.,.:::;,,..,.:::;:,:: ...~;;::.,...P:IkV:::,:::.:;;;;;::.:;;;:;: . . ORAIN . . ..•.~.......•~i . . ~.5~~..••~....•.•........~.•i.••..~•............~ . . . W:I~:~ - F I E L 0 . . . . : : . . . , , , . # ;;:::~:::~,~:U~G:I~:,:~:Q~DR:~1::::...:2 . 8,,......l.~~I~~:;:. 2 . . :q: ~ . ...M~`...~.~Q~S.. .....9.~......1....... . . . . . . . . . . , " Wl ~ ~ . .k Z::ii~: l..-GAI,I, OOGK . : ;;;,..,,,...9::: , ....,....~::;i:i:: .:::::ii::3::::i:::~:i:;:: I 15.0' \ o U1 0 - ~ /SPRINKLER ~ R15ER 00, a m ~ D ~z, ~-n, rn ~ 0 U~ PREUMINARY hltE PI.AN - 8!D OPTION GEN560 (hPOKANE) -1/12/q4 5808 EAhT SHAKP AVE hGAI.E: I' • 60' ^ 10 -4~ r, . . ■ . ~ • . ~ ' .a . Y ' ~ ~ ` ';f 'F • ~ , • ' ~ /4 ~ ~ ~ ft e ~ s 4 ~ s 5 ~ ~ . - . , , . ~ . ~a cc~er~ ~~p ~ f ~ ~ ta tt tt :3 r4 NA RP , . • ~ ,s ~c ~f~'~ , ~ ' ► ~ ~ ~ r! 17 •1 ~ i , I y ~ ' ~ F ~`'~Si( T • , L , ~ s. j ~ ~,~ra„ • ~ • ~~~i^ L•-!`~. 0C~ I Ol s Qp ~ t , • ~ / ~ . ~ ~ ! . : i_.~ ~ ' • ~ ~ ~ ~ f ~ 1 • ' ~~'`i . ~ n =j ~ A~• ~;r, "i. , . ~ ';x. . iO~N~ ~ , - t= t,3 ! ~ ` , 17' ~a n o r~ . 070Y Iml ~ 8~- ~ ~ " rY ~~r P,~r 9 C,5hlE T A¢ ~ AA • ~J'`-~ is~,~ A-r ~.A-r-A Loo ~ ~ ~f ~ ~ . . ~p s~ ItP 2 ~ I ~ 14 sl 16 I i7 1 ~ I ~ ~ " 9 6 ~ I1I , f * ' : ~ 0 ~y~. R~►s l4~/~ ~ ♦ /it 4 /'f i / ~ !0 ~ ~ , r f ~ ` _ ~ - • ' ' . ' ~ MALLON ,~}+~~s~~.t,'~"~~' ' ~/"1 ~~'•L`~rlfll 1I.~,~':ANU J NHiuSruKIHI I vIu, ~ <"a~ ~ ~ ~r' ,j.. ~r,,.:s ~ ,a~M1:.j~a::.~i•:~,rs~~~~ni.:^i i4JP~5'~:i' :r r..~y ~~r - . .i~' . ~i • . ~ . . j 't:. ~u . 1 , ~ ~ A. •.ti: ~ 1~ ,1. ~'r~ i . . , ,y;~, . , ^ 'Felte F Id Municip Mont om~ onl o ery A~. ~d~ r 0~ md41dA m kArf. . A1 P Mtnt 11C 9 ~ . . Krm Ayg. ~flirAh Kno Ari, t Krm A" ~ 6 Shannc~ l~v~. nn h~ n M c a(► ' '~'~.I~~. •1~ ~a~t~ ~~L ~ Ttyn Ad . . , . ~ w. Idw1n Aw ~i n fbn An Hon . x . . Nan Vro. Au h a +nb A ~ , 1 290 LC) • ' MlnloryAve. ~ LO MbsbnAa. Albmb Aw ~ O ~e MA 11 A r1 TrontA Q O O O I A Nn An, ~ M p 61Mo Sha Are. l() jk4s, Int ~ ~ ~ O M A ~L I Uaq Boon Aw. psOthi w, A e~liry.! . t`n ~y~. 9he Boo ri ~ ~~your C . : . , ,M o~ Boane rt, BooTM ~ po ~ ~ . , . ^ m+ Onm4ve. g _ A Gb1ftAw, G Ido D+u C~tdddArt. MeItar~, d ~ Mllo 1. ~ ~ ~ • , ! '.~:'r•,. > dS BradrntL ~ ' . , Brotdws A ;n: S AR fl IdAYI.'~;' :4.•«i'y~:~';,b? ~,~:I,, ` y" AYI EQ11n~hIM1~. ~ ~ AIk m AlkIA+i i , ~ , 1'~,;'~. Alki&*. AlklAvs. ;T ' I M~~ccxh~~ ~ ~ ~ ~ ~ ; on~a ~:.~~,;:Y~~Int@rS~At9..•i," ~i oaw 90 500 3 Yin" W.. ~ Fer A ~.y'~t? Falrgrounds ;'Hlxon Aa Hart1n on Mxon ~ MdnAw. M M I Aw. MdryAh. ~ Mi1r~AYf,'~'~'~ ' . , j ~ Rh~ td~ Aw, Her* ~ c5 . Rlrenl Aw. ~ Dis Una ~ • ~ 8 n ue AvIP. _jg2pos Ave, nnn d~D ~ ~ litAnJ h1Are. Irt w, 1 vt I ~ ~~5 : ,i - (It AM1 . . pretlk 2ng 2nd An ' ' 1'1 ' 7 Ar+ ~ . • • ' nd Ave E r~, ~•c p IInAro III MAn tthA ~I 500 QlAA ; Ol~~l. t1 Ar 11h Aw ttA Aw 11h A». . . urlion QIAAw ~ ftf~A~, • ~ rB' ~ Ave, ~ -x ' ItA A 6t Are, ~ D~ 101hAvr r, ~ 1 Art, • ~ ~ 41 Avt. IithAn 000 tot) p ~ Utl Avr. tl Aw . 121h Aw. 111h vo, 9 ct ~ 111h'Aw. d' ~ 1 , ' ' C ~ ~ ~ S~ ~ 1Jtt~ AW. • ;•a~'~ 11 Av 12 1 tky-c 131 Yt, ls 12 Ave Uth ~r_, 111h Ave. IIA Ar »m ~s~ ~Q 1500 .a 6thAve. ~j lE A ~ ~ 111 A». 16 Ave 1 ElA Aw. ' ~ " t ~ ~ '~q~, 1ltn Avi. ~ )I 8 s prov 18tfi Ar. 194~ ~ ~ Spokane is+h An, - tdt YL pth Ari s . ',~.,.A;::•,. ~ ~ 191A Oh Aw. Ma p 7 ','•y'Sil' : ; V1~0~~ . ~9~n~,~.~ ~ J~h,A 2000 ~IAre xlrUre, AYE. ~ ~ . ~ . 93N Aw, . ~ n A~' Q ~ ...R~ ~ ~ REVIEW COMMENTS SPOKANE COUNTY ENGINEER DEVELOPMENT ENGINEERING SERVICES PROJECT B93180 REVIEWER: Bob Turner PROJECT NAME: Gensco DATE: 23 Jun 94 REVIEW 3 COMMENTS GENERAL: Approach Permits are required on all new approaches as well as all approaches that will be altered. Contact Sylvia Lightfoot at the County Engineer's Department. Approach permits for county roads will not be issued until a site plan is approved. A bond or some other form of financial surety approved by Spokane County needs to be submitted for proposals that require improvements within the adjacent right-of-way. To expedite your request for a building permit the County has 3 pre-approved bond formats. If you chose to use a different format a member of the County's legal staff will have to review it which will likely result in a delay. A bond in the amount of $31500.00 will be required after final approval of the road plans. Please submit a"Design Deviation" for all gutter grades below 0.8° o. The County requires a Spokane County Type 4 drywell lid for drywells in 208 swales. Specify on the drawings this type of lid. Indicate the taper on the west end of Sharp Ave. Include drywell detail on Plans. (sheet b-1 references sheet b-15 which is type 4. Please correct lid on plans) 1 . . xEvlEw COMMENTS SPOKANE COUNTY ENGINEER DEVELOPMENT ENGINEERING SERVICES PROJECT B93180 REVIEWER: Bob Turner PROJECT NAME: Gensco DATE: 3 May 94 REVIEW # : 1 CONIlKENTS cErExAL : Approach Permits are required on all new approaches as well as all approaches that will be altered. Contact Sylvia Lightfoot at the County Engineer's Department. Approach permits for county roads will not be issued'until a site plan is approved. DRAINAGE REPORT : Provide drywell grate elevations. The County requires a Spokane County Type 4 drywell lid for drywells in 208 swales. Specify on the drawings this type of lid. Provide contours or sufficient spot elevations to check site grades. One-percent is the minimum requirement without special construction requirements by a licensed engineer. Provide a copy of roof detail sheet or state construction of roof. Metal roofs do not have to go to a swale, while asphaltic or built- up roofing is required to be handled by a swale. If HVAC equipment is proposed to be located on the roof then the roof area needs to bP included in swale calculations unless the HVAC unit is sealed and self contained. 1 i . . . , . I ~ ~ . i 208 CA.C.,.A"mm ONS ► project ~ ~ New Warehouse and Off ices ~ for CCR, nc (Gensco) ~ ; location ~ , : Spokane, Washington ~ I I ~ A ' ~ ~7 I . ~ ~ r~ ~ I t 4t ~ d t?`~-'r iTV/l.~.. I ~E3tPoRLJ 5I94 . A ril 29, 1994 p ~yo - Coo ~ S~Fo ; ► ' OFFICIAL PUBUC DOCUMENT ~ ~ SPOKANE COUNTY ENGINEER'S OFFIEE . ; OR G NA. . ' PROJECT SUBMITTAL # ~ I ~ ' RETURN TO COUNTY ENGINEER ~ Job No. 94.006 Page 1 of 3 ~ - _ . . . ~._,..f :~r-- , . .-s-- i Structural Marth 4107 Ella Road Research Spokane, Washington 99212 ` Company (509) 928-0957 ~ ~ ; _ ~ ~ ~ . 248 SWALE AND DETEPITION BASIN CALCULATIONS Project Data Date Name GeGregor D. Edwards, P.E. Project € r~sca . Basin Area & Runoff Coefficient Sub Area 1 2 3 4 5 6 '~:;i(~- Use F~ ~Parr.i~t~~ Total GAsi,~.,~_ , -44 ti-'_~,.::..•.;...Area Sq Ft ~~31;7flQ~~ 31700 Area Acres 0.728 0.728 < ~ _ • ~ - - - = „ ~ ;a;i~' 'ti~:~ ::'a` ° : u~ ~ . . . - z . . , . :Ga • ~-rK Coeff 1.......-., . _ - - A"Coeff 0.6550 Weighted I (Cd) 0.900 Total Acres 0.728 Problem Parameters Swale Information Required Provided Units Runoff Coeff Ct 0.15 Req Vo1=A"'0.5/12= 1321 1380 cu ft Hyd Len L ;;175Depth to Overflow 0.50, ft Friction n 0.016 Area of Swale Bottom 2642;;;~;-~~j~ s~2760; sq ft Total Drop D Slope s(UD) 0.0105 ~ Total storage of swale _ Time of Concentration Total Depth Q??vft Tc=Ct(Ln/Sqrt(s))^.6= Total Storage Capacity 2070 cu ft 1.093 mins Bowstring Method Detention Basin Design Tc 5 Drywell Type Single Outflow cfs Design years 10 Time Intensity Qdev Vin Vout Storage mins In/hr cfs cf cf cf 5 3.18 2.083 837.3 90.0 747.3 10 2.24 1.467 1029.9 180.0 849.9 15 1.77 1.159 1161.6 270.0 891.6 20 1.45 0.950 1236.5 360.0 876.5 25 1.21 0.793 1269.6 450.0 819.6 30 1.04 0.681 1295.6 540.0 755.6 35 0.91 0.596 1312.4 630.0 682.4 40 0.82 0.537 1343.7 720.0 623.7 45 0.74 0.485 1358.0 810.0 548.0 50 0.68 0.445 1381.5 900.0 481.5 55 0.64 0.419 1426.0 990.0 436.0 60 0.61 0.400 1479.0 1080.0 399.0 65 0.6 0.393 1572.7 1170.0 402.7 70 0.58 0.380 1634.2 1260.0 374.2 75 0.56 0.357 1687.9 1350.0 337.9 ; 80 0.53 0.347 1701.6 1440.0 261.6 ' 85 0.52 0.341 1771.7 1530.0 241.7 90 0.5 0.327 1801.8 1820.0 181.8 95 0.49 0.321 1862.0 1710.0 152.0 100 0.48 0.314 1918.3 1800.0 118.3 Max Storage = 892 ~ Conclusion: Use Singte (Type A) Drywell Storage Prov= 2070 Date Name Gregor D. Edwards, P.E. p♦ li,m3'"~u..Yw.ld415r#Project ~Gensco V11~~~~~~~ 68SIt1 .~a• Area & Runoff Coefficient Sub Area 1 2 3 4 5 6 ~ - - _ ~l~.;uc~~^x~s;;~a~i~~;~*~"~~as~~u~ v~a~'~c~;i,-,~,~~;4~-, ~';.E~.-:..~_ -~6ic;~;- - _ - nu~~nr~l' Use a R4 vm'. Totai _n~_,~._•~ - a<~^:n~. "ei":~d• . ~ c~ r.,il...:.~•, -~g`u -A;~s~K.^~^ ~~F>• -..y.c._ _ r;s~ - ;~a~;~~bR.,c~?s<~, _ ,~~d6:!yr~+:~~ =~a,.N~= _ _ ~✓~~F§ y~}' ~ - - ~300; Area S4 Ft 13300 - ~H,,,_ .~-;I~3ri1:- p.~n xr~.y~ ~s~'--"~"-------_':'=~=!rt"_,,... : ",•'r ~ia`_"v--'- - r- ' Area Acres 0.305 0.305 ';^'~4LE 2',,"'~'~..4ui~•~~;.. .i~N"< :t .'a:t"': w KkY~_ " ~.~i`..-...-.z ' " :.3-' Coeff ''~.~a4~: i'•'i`~„i„5~_'yn"°' - N~' .i, r'n=':~.CrYx`" r:.n H~~.:~_ ..Nn'cYY' _ . A"'Coeff 0.2748~ Weighted i (Cd) 0.900 Total Acres 0.305 Problem Parameters Swale Information Required Provided Units Runoff Coeff Ct 0.15 Req Vo1=A*0.5/12= 554 638 cu ft Hyd Len L ; . Depth to Overflow 0.50 ft Friction n 0.016 Area of Swale Bottom 1108 sq ft Total Drop D f_m'~ _1_:42;~! Slope s(UD) 0.0105 Total storage of swate Time of Concentration Total Depth i,y~Kt~,kL-_ YrO.~-: ft Tc=Ct(Ln/Sqrt(s))".fi= Total Storage Capacity ~ 956 cu ft 0.934 mins Bowstring Method Deterrtion Basin Design Tc 5 Drywell Type Single_ _ Outflow cfs Design years . _10._ Time Intensity Qdev Vin Vout Storage mins In/hr cfs cf cf cf 5 3.18 0.874 351.3 90.0 261.3 10 2.24 0.616 432.1 180.0 252.1 15 1.77 0.486 487.4 270.0 217.4 20 1.45 0.398 518.8 360.0 158.8 25 1.21 0.333 532.7 450.0 82,7 30 1.04 0.286 543.6 540.0 3.6 35 0.91 0.250 550.6 630.0 -79.4 40 0.82 0.225 563.8 720.0 -156.2 45 0.74 0.203 569.8 810.0 -240.2 50 0.68 0.187 579.6 900.0 -320.4 55 0.64 0.178 598.3 990.0 -391.7 60 0.61 0,168 620.5 1080.0 -459.5 65 0.6 0.165 659.8 1170.0 -510.2 70 0.58 0.159 685.7 1260.0 -574.3 75 0.56 0.154 708.2 1350.0 -641.8 80 0.53 0.146 713.9 1440.0 -726.1 85 0.52 0.143 743.3 1530.0 -786.7 90 0.5 0.137 756.0 1620.0 -864.0 95 0.49 0.135 781.2 1710.0 -928.8 100 0.48 0.132 804.9 1800.0 -995.1 Max Storage = 261 Conclusion: Use Single (Type A) Drywell Storage Prov= 956 Storage Prov= 1 . JUhI OE ' 91 13 : OE S I MPSON-EtiIG. 066 P01 , . - , . . FACS M LE TRANSM SS ON - ~ . oace ' , , Founde0 lyati ' • ~ L~1._L~f- ; ~ 1 i inr mpson I=nq neers, no. r:o s Givit Enylneeriny, Land Survcylnp NO Of page5 • ' a I.ano Plannlnp 3 ~ u, Ftom . , T6 ,~~cv LE wn ~v Co_ Enq. wo, . ~ ~ S$'r-r rU4 r i N cl er' ~ a el s--..-- ,..f!2,0%.n o-. € ~..t~, ~ o + co . Pt . - - n o n w . ~~G k c r~ , Clatence E Simpson Enqineers, Inc. ~ (509) 926-1322 . fl 909 Arlonne Fioad Sp~okane Wl► 99212-2709' Fdx (505) 326-I323 . OFFICIAL PUBLIC DOCUMENT ~ ~ • SPOKANE COUNTY ENGINEER'S OFFIEE OR N ~ . . PROJECT # . • ~ , . ~ SUBMITTAL # j ~ ' RETURN TO COUNTY ENGINEER . JUN 0E '94 13:09 SIMPSON-ENG. 066 P03 . . ~ , o , • . , , • ' . . ' (,~c!- 04Z \ ~ O T~ . • ~ G.,rb ' `'j . . ~ Ut~ . To 1c~/ ° r ol ~ ic.• . . . , /o $Jo~c Cur b Gv~~ Io x.•C., . t"--.>54_ 4 z ~ q-? 4.( 97 -1. 9 1 °l, 41.9(,,, 0. t 4. 3 Z I G{~ ~-Z 4-- p9 -3 .4o ~-Z 6 r 4-Z .'t - zo`t. 4-1-89 0- %:Z~ +0• sZ , +t~ . 4Z 15 -Z. 90 °j. Z~+~. 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Z t { 7 ~ . , `r ~ Z{24- e4- _~S- ~ t +0.3 _ ° ~ os . . ; ✓ . . . . , . . . AO' ~ JUN 0E 194 13:09 SIMPSON-ENG. 066 P02 r ~ , ' ~ 3o4Z . . . , . ~ S ~ r-~ . . . . . . . . s, ~ ~ C~.. , . ~ . . , ......~7 ~ p ~ D, C s`Cf . ~ . ......,....~~.-ts~_ ~cy'~- ~ . . . . . . . s ~o P~ E~~Osed., . S (~o~.~ ~ ~c . *'.sv. -3. ysY~ 7 Q--3= . . . . a. 9¢ c~' 4:3~-~ -?•L.3L. ~-3~3 Q.¢8, iZ-.2.3 +.Q.2i . 5c>... 4 3 j-° -4 J ~ ~ - Z 3 ~ ~ 4- 3 c~ -p , ~5 Y. 'r3 . ~ ~ Z"" - O. S p , q- . . _ . . . , ~ q..z? !3 - c. s 4 . ~ p. ¢ ~ Y'. . . . . . ~ . _ . . . q-. . , . . . . . . . . . . . _ . 4 -r 1 . . 4-4- '9 44 pO ' ~ •4 l C~ 5 . -,~-4 zp3 43 6~ ~ so ~ s: 082~ fc~e ~ 0-~p.Zo 1. 43`~' --1.5 1 4.35~3 Zs` ?~9• s .S , . . , . . . . . . . . . . U ~ 4:s~ 45 4~ a? 43 3? -~.0~(~ ~-3 S°. . O. 3Z. '.~.o~'o ~O•z3 D j . . _ . . . , . . ~kt ~~~~c ~jur~3 STY~~ ~~1• ~7~a.d~ . . . . ~~a... T C. Gr~...d~ ~ Er, (r,,.~6 . . . ~ So_..~ 3 1 S - ~ ~ . . . tA . . . . : . . . _ . . . . . . _ . . , . . ~ 7 f.r, . . . , . . ~......._.`~38- {o ~c~~ a 4-3 g3 to°`~ . ~ . . . +oZo . ~~zl~~.~4`~~► ~ F4 4¢z2 00 ~ ~ . . . „ . . O . . .a . . . ~ '-4- 9 ~ ~ ~ 4'' c ~ • • . . . . _ . . . . . Scl... • ~ o . , . ~ to , u ~L . . _a.~o~'lo ~ . , -O - . . . . - . . . . { ~ 4~ ~ q4 9 . . . - . o . . , . . . . . . . . . . . . . , , . .._y.._.._ ~ , . ~ - . . . . , , ~ . . . . , : . . : . . . . . . . . . . . . . . . . . . , ~ . . . . . , ~ , p . . , : C. . , . . . . , . . . . , . . . . . ~ . . . E . . . . Slo P S to , . , : . . , : . . . . . . . . . . . . D . 7 . . . . . . . . . . . . . 4 ~ . , . . . . . . , . . . . . . _ . . . . . . . . . . . . . . . . , ~ . . a . . i: . . , . . ~ ~ ~ . ~ . . . . . . . . . . • . . . . ~ . . . . .......i_. . . . . . . . . . . . . . . . . • , . . . . . . . • . . ~ - . . . , . . . . . . . . 1 Spokane County Engineers Project; GENSCO " N. 811 Jefferson 456-3600 Job No,: b 93180 Spokane, WA 99201 Disc.No.: File Name: ` TYPICAL SECTION DATA 09-Jun-94 Roadway half width ENTER--> 20 09:16 AM Road Name ENTER--> Left or Right ENTER--> Curb Type TYPE A COUNTY Sta6on Interval ENTER--> MINIMUM Curb EL. Curb EL, Edge Pave. CENTER % SLOPE EDGE DIST. % SLOPE EDGE DIST FROM (45% (-2% to Gutter LINE CENTER- PAVEMENT C/L TO CIL TO PAVEMEN EDGE PVM from EIP + FROM E!P + SELECT- Design Top Curb STATION ELEVATION LINE ELEVATION E/P EDGE PAVE % SLOPE TO CURB CURB HGT) CURB HGT) ED ELEV % GRADE % Grade 550.001 43.751 ~ 43.261 12.401 -3.95 1 0.00 7.601 43.421 43.11 43.761 -2.00 I 7.961 0.651 600.001 43.871 0.241 43.621 10.601 -2.36 1 0.72 9.401 43.701 43.43 44.061 -2.00 1 0.601 0.631 650.001 43.901 0,061 43.651 10.801 -2.31 0.061 9.201 43.74 43.47 44.101 -2,00 1 0.071 0.631 700.001 44.271 0.401 44.131 12.001 -1.17 0.511 8.001 44.27 43.97 44.621 -2.00 I 1.041 0.65 750.001 44.191 -0,16 I 44.001 13.501 -1,41 1 -0.26 1 6.501 44.211 43.87 44.54 -2.00 1 -0.16 1 0.67 800.001 44.231 0.081 43.711 16.001 -3.24 i -0.58 1 4.001 44.031 43.63 44.33 -2.00 1 -0.42 1 0.70 838.001 44.191 -0.11 1 43.59 15.501 -3.87 1 -0.32 1 4.501 43.891 43.50 44.19 -2.00 1 -0.36 1 0.69 I I I I I ~ I I I I I I I I I I I ~ I 1652.001 42.371 2.561 42.151 10.601 -2.08 2,55 i 9.401 42.231 41.96 42.59 -2.00 1 2.581 0.63 I 1676.001 42.431 0.251 42.091 10.001 -3.40 I -0.25 I 10.001 42.14 41.89 42.52 -2.00 1 -0,33 1 0.63-' 1 1726.001 42.441 0.021 42.151 10.001 -2.90 1 0.121 10.001 42,20 41.95 42.58 -2.00 1 0.121 0.631 1 1776.001 42,471 0.061 42.151 10.001 -3.20 1 0.001 10.001 42.20 41.951 42.58 -2.00 1 0.00 0.63 1826.00 42.47 0.001 42.111 10.301 -3.50 1 -0.08 1 9.70 42.17 41.921 42.54 -2.00 1 -0.06 0.63, 1876.00 42.39 -0.16 I 42.041 10.301 -3.40 1 -0.14 1 9.70 42.101 41.851 42.47 -2.00 1 -0.14 j 0.631 1926.00 42.32 -0.14 I 42.081 10.20 -2.35 1 0.081 9.801 42,14 41.881 42.51 -2.00 1 0.071 0.63 1976,00 42.57 0.50 42.571 11.30 0.001 0.98 8.701 4268 42.401 43.041 -2.00 1 1.051 0.64 2026.00 42.39 -0.36 42.211 11.00 -1.64 1 -0.72 9.001 42.311 42.03 42.671 -2.00 1 -0.74 I 0.64 2076.00 42.43 0.081 42.151 10.301 -2.72 1 -0.12 9.701 42.211 41.96 42.581 -2.00 1 -0.17 1 0.63 2126.00 42.56 0.261 42.291 10.001 -2.70 1 0.28 10.001 42.341 42.09 42.721 -2.00 I 0.261 0.63 2176.00 42.78 0.441 42.501 10.001 -2.80 i 0,421 10.001 42.551 42.30 42.931 -2.00 I 0.421 0.63 2226.00 43.01 0.461 42.691 10.501 -3.05 1 0.381 9.501 42.761 42.50 43.13 -2.00 1 0.411 0.63 2257.00 43.22 0.681 42.961 12.701 -2.05 1 0.87 i 7.301 43.13 i 42.81 43.47 -2.00 1 1.101 0.66 REVIEW COMMENTS SPOKANE COUNTY ENGINEER DEVELOPMENT ENGINEERING SERVICES PROJECT B93180 REVIEWER: Bob Turner PROJECT NAME: Gensco DATE: 3 May 94 REVIEW 1 COlrMENTS JUN 0 z 1994 G=RAL : . CODE ENFORCEMEN7" Approach Permits are required on all new approaches as well as all approaches that will be altered. Contact Sylvia Lightfoot at the County Engineer's Department. Approach permits for county roads will not be issued'until a site plan is approved. DRAINAGE REPORT : ~rovide drywell grate elevations. e County requires a Spokane County Type 4~drywell lid for drywells in 208 swales. Specify on the drawings this type of lid. &,,~P'rovide contours or sufficient spot elevations to check site grades. One-percent is the minimum requirement without special construction requirements by a licensed engineer. Provide a copy of roof detail sheet or state construction of roof. _ al roofs do not have to go to a swale, while asphaltic or built- up roofing is required to be handled by a swale. If HVAC equipment is proposed to be located on the roof then the roof area needs to be included in swale calculations unless the HVAC unit is sealed ~ and self contained. 1 ~ . E. , FI1/E D . . REQUEST FOR DESIGN DEVIATION JUN 2 819% $30.00 _ DATE 6 / Z4 s„'.;4UNTY ENGtNEER ROAD NAME {'I 0 We -S'r, a t&c~ 561 Y' F AV' e. CRP/RID # NAME OF PLAT -rhQHaSkih, C. omfla h:~ Plat # ~ ADDRESS OF BLDG ~5 $ o¢3 S kar p A N evn u e, NAME OF BLDG PROJECT Geh e s co WH ole s a t Q, W ~.s e, BLDG# B9 1-tguS I+ T 2-S R1-3 FEDERAL/STATE PROJECT # - PROJECT LIMITS . EXISTING CONDITIONS: PROPOSED IMPROVEMENTS: ROAD WIDTH 40r Cur~ f a c,.okrb -foi cur bfo ekrb ROAD SURFACE yln+ b i'~ u m t„ okk 5 *24' /q . C.P~~C. S. T. C. AVG. DAILY TRAFFIC Current Traffic Count Design Year Traffic Count . PROJECT DESCRIPI'ION 5~~►a l~}- xis-t s ah Ho~! e S t, a h c~ S l~ c% rp A V e, cc"' ~ 1 D' 1o 1c, ~ r o Vh ~ a K c~ Coh er ~'_'~'E' C'. urb a"t 2 a' "FY' o Irh 1 PROPOSED DESIGN DEVIATTON Fr o.p o se eu r b ct ruJe s f2 ss +Aq h d. 0O . . JUSTIFICATION: 5Xistt;jQ Pave'r►1eK1' o°rctcles akd Cuh~ .5 ra.des Vur4 -firow, 0.000 io EXIS"fiin0 curb vv+U ~e remove.d ,ahj✓P,ew curb d n d u a ft~~- WilI b e e o v► s-f r u~-fe. ~ a-t- c.r •r a cl es -Ct- o nh 0.34`70 f o 1. o d % 1 n o r de •r '~'v eh e a''e C N o ss s I a p e a "F -2 ~/O o-~}-. 5~~ {r o w► X ~ s-~ i~ a e, dc, e o-~ ~au~cn~~~,-~' --o qui f~~ (CLAv-6 u-~.de ~kuk4, b~ Ihei^EAse~ ~ 1~ CY' o S S Slofti kES5 tkqrl VN 0. S p C,Y' Yh I 't'f e-,4 m~ A ltcf_v►sed ~Su~-ve.~or \vUl c6ec-k cu4-1> ~ -Farwts Iess +haiol beiore 1?ot4r i'Kce conerei'e . ~ , ~ SUBMITTED BY 5 i~'►t S o h ~ ilq t iA e Q.tr- S j~ h C. DATE ADDRESS N- 909 A\rq,QVjjje F%ov,d . ~,pokaine , 1NA ZIP CODE 'f 9 ?-iZ .r . ; , PHONE # (50q) 2 - i 3 Z2. ADMINIS'I'RATIVE VARIANCE FEE OF $30.00 PAID TO SPOKANE COUNTY 1026 W BROADWAY, SPOKANE WA 99260-0170 PHONE (509 6 3600 FAX (509)324-3478 .2 >2-1 k -REQUES ILL NOT BE R VIEW D WI'II-IOUT r&iapa CASH/CHECK # RECEIVED BY DATE klplftdesgp.dev 8o93 ~ C DESIGN SUEVIATION ~ t . STAFF RECOMMENDATIONS Z ?EGorti wAf~tP Approved Approved w/conditions Not Approved awA ( ) ( ) ~ Project Manager Date ~a~ v ~ .~S pr2o Ro S j3 Approved Approved w/conditions Not Approved - 30 -<Yl V Planning & Traffic Engineer Date ~ Appr ved Approved w/conditions Not Approved c > Ax ~ Project Management Engineer Date ~ Approved Approved w/conditions Not Approved / . Operations Engineer Date SPOI{ANE COUl\TY ENGINEER'S DETERMINATION: ~ Approved w/no conditions Approved as recommended <<bove Not Approved `cs ` 8/93 Spokane County Engineer ~ Date . MEMORANDUM DATE: June 28, 1994 T0: Bil) H. FROM: Pau] L. SUBJECT: Sharp Rd &flowe Rd. Improvements 1 agree with this design deviation because the road was designed with al] of the county standards held except for gutter grades. The flattest grade is .34%. On a type B curb water shouJd flow adequate]y. Cross slopes are bettiveen 2 and 4.5%. Runoff has beerl directed to drywe]]s. I I . ~ ~ . ~ v 1-;ATMNAL FOr,NuL.() FIj'I:)F*-;c)L_c)c7>> . L'~ Al" E_ 6f i' 71 i`4 L} f°S'1' C3 Nlr R K W I ri L:: MUf_ I:~: 1hl D,-iS1: N 1" L:) 19-1- 7 "5* F'('.OJEL1" NAMF ~ F-I/`i.`.~K: i i'a;•a" C;OMPEaNY , D Lr,3 c 'l'--,'lr' lr 1Q N HC3 WC' '---)"I" REE-C Li E{ ar~ ~a 1•-- Af_;hi ~i wi tJ 'L"{A F: F' 1 i~ Ll ltil C:11M ~ C; i~71w: ]:,C 1fW Nl° n9 r OT-ry f_. ra REa-• A Clti E7S L:, ni"11`, QS I ..f" E F~ Ll i\l CJ F= f~~ C: 0 L: f°.. F 7: C: I E N l" .9 (7 U Ei°-%'L A I\! D FLOW VAI__ l_l ES c -t a a. ~ c:3 hl ~ o1. 6 i ~ 4 (:r Hr`l NNl 1:. L F' 1... n WV~-^.~ L.1.1 ES L_ 7_ 1 ~,.~~f z^_._ . 16.) 7 NI. Mctil C~ x. ~ OF I;~ c~ S ~0(*)7 ~ c~► Z . y O l- ~ . 1 fJ Z • COVIPUTED vRI_uES ~ r) . l..l R . C) C) 2857e~ fv `Zl ~ 110 i 8 ~S~4NAL , e2- 6 G f i EXP DATE 10/4/ ~X1S~1hg Sih9~~ $arre~ Wel~ 0.30 CFS oUT) 5ia• 5 o s c~► Av- oJ ~ o v~~ 1 et ~b r 5-l' o r m wal+ e.r . . - _ . - RECEIVEID ~ JUN 2 8 1994 SPOKRNE COU(VTf ENGINEER ' t r v,m iQ , •a F . r. ~ ~ . . ~ 6xv r..c~-~-~-~ ~ ~ ► . , • • ~opase e Simpson Engineers, Inc. Aroject: Naskins N 904 Argonne Road 926-1322 Job No.: 13042 Spokane, WA 94212 Disc.No.: 15 File Name: 13042 TYPICAL SECTION DATA 27-Jun-94 Roadway half width ENTER--> 20 • 01:08 PM Road Naree ENTER--> Nowe St. left or Right ENTER--> RIGNT Curb Type TYPE B COUNTY Station Interval ENTER--) 50 MINIMUM MAXIMUM Curb El. Curb El. Edge Pave. CENTER % SLOPE EOGE DIST. % SLOPE EUGE DIST FROP1 (•4.5$ (-2% to Gutter LINE CENTER- PpVEMENT C/l TO C/l TO PAVEMENT EDGE PVMT.from E/P t FROM EfP + SELECT- Design 1op Curb STATION ELEVAIION LINE ELEVATIOH EfP EDGE PAVE % SLOPE TO CURB CURB NGT) CUR6 HGT) EO ELEV ; GRADE $ Grade ~ K• 1826.00 1942.41 1942.10 10.30 -3.59 9.10 1942.12 1942.32 1942.b8 SX• 2.38 1618.00 1942.39 -0.16 1942.44 10.30 -3.40 -0.12 9.10 1942.0b 1942.26 1942.24 -2.2b -0.88 1926.00 1442.32 -0.14 1942.08 10.20 -2.35 0.08 9.80 1942.09 1942.30 1942.27 -2.35 0.06 1916.00 1942.57 0.50 1942.57 11.30 0.00 0.98 8.10 1942.63 1942.81 1942.13 -3.12 0.92 2026.00 1942.39 -0.36 1942.21 11.00 -1.b4 -0.72 9.40 1942.26 1942.45 1942.26 -4.41 -4.94 2076.00 1942.43 0.08 1942.15 10.30 -2.72 -0.12 9.70 1942.11 1942.37 1942.11 -4.45 -0.18 2126.00 1942.56 0.26 1942.29 10.00 -2.10 0.28 10.00 1942.29 1942.51 1942.42 -3.00 0.50 2116.00 1942.18 0.44 1942.50 10.00 -2.80 0.42 10.00 1942.50 1942.72 1942.b1 -2.53 0.50 2226.00 1943.01 0.46 1942.69 10.50 -3.05 0.38 9.50 1942.72 1942.92 1942.92 -1.94 0.50 E X. 2251.30 1943.22 0.67 1942.9b 12.70 -2.05 0.86 7.30 1943.08 1943.23 1943.08 -4.57 0.51 , • ~ ~ ~J Simpson Engineers, Inc. Project: Haskins N 949 Argonne Road 926-1322 Job No.: 13042 Spokane, WA 99212 Disc.No.: 15 File Name: 13042 TYPICAL SECTION DATA 21-Jun-94 Roadway half width EHTER--> 20 01:08 PM Road Name ENTER--> Sharp St. left or Right EHTER--> RIGHT • Curb Type TYPE B COUNTY . Station Interval ENTER--> 50 MINIMUM MAXIPtUM Curb El. Curb EL. Edge Pave. CEHTER $ SLOPE EDGE DIST. ~ SLOPE EDGE DIST FROM (-4.5% (•2$ to Gutter LINE CENTER- PAVEMENT C/L TO C/l TO PAVEMENT EDGE PVMT.from E/P + FROM-E/P + SEIECT- Design Top t;urb STAIION ELEVATION LINE EIEVATION E/P EDGE PAVE ~ SLOPE TO CURB CURB NGT) CURB NGT) ED EIEV % GRROE $ Grade E•R • 550.00 1443.75 1943.26 12.40 -3.95 1.60 1943.31 1943.52 1943.39 -4.18 600.00 1943.81 0.24 1943.61 10.60 -2.45 0.10 9.40 1943.64 1943.84 1943.64 -4.49 0.50 650.00 1443.44 0.06 1943.66 10.80 -2.22 0.10 9.20 1943.70 1943.84 194339 -2.01 0.50 100.00 1944.21 0.74 1944.14 12.00 -1.48 0.96 8.00 1944,23 1944.44 1944.39 -2.08 1.00 750.00 1944.19 -0.16 1944.00 13.50 -1.41 -0.28 6.50 1944.16 1944.29 1944.19 -3.90 -0.40 800.00 1944.23 0.08 1943.70 16.00 -3.31 -0.60 4.00 1943.97 1944.04 1943.98 -4.20 -0.42 ~ A. 838.10 1944.19 -0.10 1443.59 15.50 -3.87 -0.29 4.50 1943.84 1943.92 1443.82 ~ X.-5.17 -0.42 , ~ . C K rz ~ Simpson Engineers, Inc. Project: Naskins N 909 Araonne Road 426-1322 Job llo.: 13042 Spokane, WA 99212 Disc.No.: 15 filE Name: 13042 TYPICAL SECTION DATA 21-Jun-94 Roadway half width ENTER--> 20 12:19 PM Road Name EH1ER--> Howe St. ' Left or Right ENTER--> RIGHT Curb Type TYPE 8 COUNTY Station Interval ENTER--> 50 MINIMUM MAXIMUM Curb El. Curb El. Ed9e Pave. CEMTER ~ SLOPE EDGE DIST. % SLOPE EDGE DIST FROM (-4.5% (-2% to Gutter LINE CENTER- PAVLIMENT C/l TO C/L TO PAVEPIENT EDGE PVMT.from E/P + FR014 EJP + SEIECT- Design Top Curb STATIOK ELEVATION IINE ELEVAIION E/P EDGE PAVE % SLOPE TO C11R6 CURB NGT) CUR6 HGT) ED EIEV % GRADE % Grade 1652.04 1942.37 1942.15 10.60 -2.08 9.40 1942.16 1942.38 1942.47 •0.82 1b7b.00 1942.43 0.25 1942.10 10.00 -3.30 -0.21 10.00 1442.10 1442.32 1942.61 1.41 0.58 172b.00 1942.44 0.02 1942.15 10.00 -2.90 0.10 10.00 1942.15 1942.37 1942.74 2.41 0.2b 1716.00 1942.41 0.06 1942.15 10.00 -3.24 0.00 10.00 1942.15 1942.37 1942.85 3.11 0.22 1826.00 1942.47 0.40 1942.10 10.30 -3.59 -0.10 9.70 1942.12 1942.32 1442.68 2.38 -0.34 1876.00 1942.39 -0.1b 1942.04 10.30 -3.40 -0.12 9.74 1942.06 1942.26 1942.43 0.0b -0.54 1926.00 1442.32 -0.14 1442.08 10.20 -2.35 4.08 9.80 1942.09 1942.30 1942.32 -1.15 -0.22 1976.00 1942.57 0.50 1942.57 11.30 0.00 0.98 8.10 1942.63 1942.81 1942.31 -8.13 0.10 202b.00 1942.39 -0.36 1942.21 11.00 -1.64 -0.72 9,00 1942.2b 1942.45 1942.63 0.47 0.52 2076.00 1942.43 0.08 1942.15 10.30 -2.12 -0.12 9.70 1442.17 1442.37 1942.13 2.38 0.20 2126.00 1942.56 0.26 1942.29 10.00 -2.10 4.28 10.00 1942.29 1942.51 1942.88 2.41 0.30 2176.00 1942.18 0.44 1942.50 10.00 -2.80 0.42 10.00 1942.50 1942.12 1943.12 2.7b 0.48 2226.00 1943.41 4.46 1942.69 10.54 -3.05 0.38 9.50 1442.72 1942.92 1943.31 2.94 0.38 2257.30 1443.22 0.67 1942.96 12.70 -2.05 0.8b 7.30 1943.08 1943.23 1943.36 0.26 0.16 A ~ y ~ U 0 ~ 0 ~ O~ ~ 'x ~ I . . ' , ~ • Simpson Engineers, Inc. Project: Haskins N 909 Argonne Road 926-1322 Job No.: 13042 Spokane, WA 99212 Disc.No.: 15 File Name: 13042 TYPICAL SECTION DATA 21-Jun-94 Roadway half width ENiER--> 20 12:14 PM Road Name EN1Ek--> Sharp St. Left or Right EN1ER--> RIGHT Curb Type TYPE B COUNTY Station Interval ENTER--> 50 ' MINIMUM NAXIMUM Curb EL. Curb El. Edge Pave. CENTER % SLOAE EDGE DIST. SLOPE EDGE DIST FROM (-4.5% (-2% to Gutter LINE CENTER- PAVEMENT C/l TO C/l TO PA4EMENT EDGE PVMT.from E/P + FkOM EfP + SEIECT- Design Top Curb STATIOH ELEVATION LINE EIEVATION E/P EDGE PAVE $ SLOPE TO CURB CURB HGT) CURB HGT) ED EIEV $ GRADE $ Grade 550.00 1943.15 1943.26 12.40 -3.95 1.60 1943.31 1943.52 1943.70 0.90 600.00 1943.87 0.24 1943.61 10.60 -2.45 0.70 9.40 1943.64 1943.84 1943.91 -1.08 0.42 654.00 1943.90 0.06 1943.66 10.80 -2.22 0.10 9.24 1943.70 1943.89 1944.09 0.58 0.36 700.00 1944.21 0.14 1944.14 12.00 -1.08 0.96 8.00 1944.23 1944.40 1944.21 -3.92 0.36 150.00 1944.19 -0.16 1944.00 13.50 -1.41 -0.28 6,50 1944.16 1944.29 1944.17 -4.30 -0.20 800.00 1944.23 0.08 1943.10 16.00 -3.31 -0.60 4.00 1943.91 1944.04 1943.91 •1.00 -0.52 838.10 1944.19 -0.10 1943.59 15.50 -3.81 -0.29 4.50 1943.84 1943.92 1943.82 -5.11 -0.24 ~ s . j c.1 4- . o ~ 0 ~ dl L -t' ~ . ~ ~ • • i ~ 19 (/N0. _ R E C E I P 7 Date~ Rece+v'ed Fram YO 4 ~,ddress ~ 470 Dol1cr5 $ For~ , P~~~~ ~ AcCuUNT r;OW P, D xMT. C~Sti ~ ~ ~ - ACcGur.~ti ~ Pfri7_ °Alf} ~ ~ BALA,Na E MONFY B y ' q L! E CR~~'~ i? ■ F TNE HASiCINS CC?MP'ANY 22298 SPOIGAhIE, WASHIfWGTDiV 99202 iSaCTioru REFEREItiiCE C]ATE DESCRIPTfON ~ GR45S AAA[]UNT DISCOUNT NET AIV#4UNT ~ 06/27/94 FILzNG FEE 30.00 , Joa #94-3793 . ~ .NaoR rro, 849 TDTALS 30,00 ~ UYASHINGT0IV TRUST BANK 2$$ ~ ~ SPCDK AhIE,WASHINCr70N 1251 22298 r=, 3-7:~ d F: ROfVT r pNrR- SPOKAN E, vu.a 992 02 •0219 ~ 15091 505•297e DATE ~ CHECK ND. ~ el ~ar~ 06/27/94 22298 30,00 } 'I'liIR'TY DOLLA.RS AND NC) CIINTS*** ~ AY SPOKANE CDLAVTY PEF~NlI~'S, FILI~V(~ F'£ES, ETC ~~H E toER 1026 W BROADWAY 1 r aF SPOKANE WA 99260 L u ii■❑ 2 22 913ii' 4 12 5 LO0O8 9t: S 6Lill(]88~~1 PM II* • . . ~ ' . , . . . ~ . . . . , ~ . ' ~ ~ . ~ . - . . ~ . . . „ . ' • . - ' . . _ . 4 ~ . • • . C • . • - . . . . . Z . ~ • ; . ~ . . ~ . ' e : - . . . . . : ' . . ~ . ' : ~ ~ • . ~ ~ • . • - - • ~ ~ . • . , : . . . . . . . : . N • ~ , . . . _ Ql . ' ' • ~ ; tD . . A . . , ~ • . . . [!1 B ~ , } ; 00, . ~ . . N . . ~ . . . , . . 3 . . ~ . . . . ~ O . ~s' ' . . . . Z , . . ' , • . . • • . . . . _ ~ . . , . : . . . . ~ c+ate -in Teet . ~ . . . m :z jW . . . . ~1 ~roac4~ . . . ~ . • . • td.P ".:SO ~►3 ~ ~ ~ -2 • ~ ~ ~ ' , ~ . . . ~ ~ , ~ -ConstrucA A-o~wide,, .Cer+Iten-t Cvncrete,-ArProach- sPho.lt TapLr ~ {p ~ SPokahe Cov,nty S+d. Sta, 20413 +0 20453 r Z3 . . . f ~ 19-t 7 8.05 ~ . ~ . . - . , : WE 1y 20 ST'~~EET 21 22 . ~ 23+04.~i8 ~ , ~ 23~ . Yole Ar+d Ahchor w.v. . . ;~Exis+~a~ Eage of Pave►nent . . ~ . _ N .~o~ . . . . ~ . ~ . ~ - - - Q►~'~~~' ~ • • , ,r 1 ~ 1' / ~ • 1~f ~r/ M K.~ . i' . . , . ~ A ~ ~ , ~ • Ty ~~L• ~ ~ v_ l 2o ~ fypt, l ~ . ' : ' • .5i9n . .CohSr~c`' Single ~~iarre{ ~rywe{I R~~ n~i ~5whb~8_~~ . ' . ' S4oka►ne Co~hty 5~ahdard(QTav► 5hee{ ~$-1) ~ ~ cet a t4) ~ . . . ~ wi-Vh Metal Gra►te ,T~pe- ~ ( Shce~ B- tf ) ~h o i941 . . . . . . . . . . , . 5ta• Zot Sa, "fop ~Grate Elev. 49411- . ~ . ; o 0 to ► ~ . ~ : ~ - . ~i. ti L:f.e 2.00. ~ . . . _ ...~.9~.~0~~° ~ ~ ~ _ ~ . .~r~vew~y~ S~'A•~5'~~~Z io 6i It . . . ~ . ~ . ,we11;.5ta.19~50 ' ~ ~ . - . . . . ~xis-~~n9 Ca~c~► Basi~ and Sin91e ~ ; . . ~ BArre-C Drywell. . • . Adjusi Cqtth So,Sin arAte eie-v. ♦n 1c~4733 ' ~ ~ I~•v IW•V ~ ExrS~'~h gA~eme.rr! 9 . ~1g~halk ~ohcr~~~ QAVCmCr►+ . G5As5 40'6 r_1 Z` Compar-ted :DeP+~+ . p15~'ialt C~„4tri''..58~?. to 6'4:'.' (w.s.v. o.T. 5 pec Ct'~5hea Sar~acih9 ~?oP Co~rse ~ G~ ComYacted OLPth (w.s,D.o.T. 5pe.c.) :e.meK~ Concr~t~ Curb o.hd G~Ater,TyQe. . s.v~ci G-o Ceimenr Concrete -5'iele-Mralk ~~okane Couh~y Stah~ard Con~,truct 40' CeMent Concrz4e SPokahe County 5 ~ ~'j"~a. 1$t13 to 1q ' Cohsi ruct loo A5+0,. I1tz3 ~to tB-j fS2,04 ft :c ~ . . . . . ~ ` SE6IN PROJECT, SrA, 1e♦2 Consiruci Concreit Inlaf, ` " SpokA~~- Co►.Kty 5+d. (5heei•B- ' w'~th Meto,~ ~rar~e,TyQ~ 2 (3hc Me.ta1 GraAt,T X a 3 (Sln . Sta.l9too , ~'oQ GrEl ~v, .Ccnstru~4 10 .~YC. P~~C 1-50 1.ti. ~N ~939a~ t.E•o~ 19s8'6 ~.x~st rgta ,$o,rrel Drw A a~~,64 gro.~tt elev. '~o ~942°-°' . 4-3 A I:f f:) I\! i i I_ C° C-I Fi II l.l L. oci I-'! YD Ii C)L (:1(3 Y Ti A"l-E 6'.y /2y. t 9~-~ ll ECa T GI'J EI°'r Zn W i ' R(:J,:f k. C'7° NAi'l1 E }--i r1 ISP:: 7. NIJ C; Oiyl P(-1N`{ . r.~ ESCr; x: PTr o N IIOWE ISTREET . f--; L1 i{ i RL:,. A- .15 ta 14" : i '3 l..l Dr-i F~ .03 :l ~..I° t y L.. ri i°~ F. F~ 1~i !=~l:' ~ t'~ I~i i~' 43 a' i~: U P~I Cl F~'f° C I:~►I' I=- I~ C: T ~`~iT c~ . C) V~~ i i L. (-`j N D F° L C:1W VAI_.. i._f E. ::i ' C:, fi ~ i. r:~ N ~ t ~ r."a ~ C i~1 ti..!~-^ L» L. 1 ; C: P') ~ ~N L. ~ ~ .i ~ i- L_ ..:.~1~~:1 67 McM J . IV .01. 6 .1~ OF WAS r{ , y3 N Cj t: ) 1 ~►0 2 ' l" D••-• v ~ 'Z Z I,~~" CDI`1 F*- iJ 1" E*--"IJ V A(_ lRE'cl:i 28578~ D 1..1 . 7. 1( i ta = 4 ' SSIONqI. E'•'~' • C! 1 C) EXP OATE 10/4/ ~x'►sting Singk e. E3arre.1 Drywe.ll 0.3 cFs o~~} a-t S -~a. (qt5o is c~, i s clno►r 9~ o u-~ 1 e..-~ o r 5-~ o v~ w, w a~e.r . J OI~ ~3 ~ Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: howe Comment: Howe St. Solve For Actual Depth Given Input Data: Diameter.......... 0.83 ft Slope 0.0200 ft/ft Manning's n....... 0.011 Discharge......... 0.36 cfs Computed Results: Depth 0.18 ft Velocity.......... 4.27 fps Flow Area......... 0.08 sf Critical Depth.... 0.26 ft Critical Slope.... 0.0043 ft/ft Percent Full...... 21.29 0 Full Capacity..... 3.62 cfs QMAX @.94D........ 3.90 cfs Froude Number..... 2.14 (flow is Supercritical) Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 'r'~ t i T:~ i~l c^•i L_ F' I~, {`'i ~J I._ i~ h I`~' Z~ r.il.._ ~~1 i;1~' I~ii'~CE:: f~ i:'t i`-~•<fi 1; GhIE•~f=~ i~°. W i''"1L::IuI:JI_F;::.i: I-,I :C ~V 1~i -s°7;~ 'CC~ 2::?-4-s:i7 1='IR0JLCT Nn ME FIA f:3 K:l I',1 f3 L, f°l I'1 f:'r•1NY • , DE~y SCIR'1 F' Tl: n N I-10 W E S'I" f=~'E E 1.. . • tJ Et 1=-; L. 1-- „ J. ra C:1=~C! s..ti wi 1_1 0 -l IR~ E: l-~ 1 I~; l~11~d Ll r° F= I~ " J. T f.=. f\I `1 w 7 l" C1 TA!._ a 1 S°o I"; A . . 1. IA C: I°,%, E, s t:; (D C'I i:--'t] ia I "1" h`t U N C:) F F C'.. Ca F" I'= I L: I F.:: N f_'l4' Eh; I.... il NlL7 F" L_ fa W V?"'II_ l.J w= S ra L_ 2 C) i\i .016 C. o . CIFIf"t NNEL FLOW V A L (..I E::7 L.. :c?(.) fr L 1 167 . i~ ki w C.) 3. fa F; 3 q 005 ~ 1 U C t:] MPl.J TL.D V f i L..UIE CS D l.! R ~:i o i"1 0 1 1C) ci :i f: ) 7 t) A Coh s tr uct S ih9le T30,rr el I~r ~wel,t , Ty Pe A(~. 0.30 C~Fs o%A-c) 20 5~ ~15 d~sclnav~9e ~or S torvtiwct~'er, 3=C r~ "i" I ta I~! ("1 I__ F-01~~ Ivl l_1 I_. !-a N-I 1' DIR(:J L_ Cl (a" =r DF•i'T' E 6/ ~ 1. / 94 XJ ESI C lu E-Fi' I. W E+ i i '6 C N 5 Cy "1" 0 7 - a • t:) 0 F' R«~1 E L'T' P~ir ~ M C: h-i f~ ~.31-~; T~1C: f.)i'~1 Ea hl Y • ' , I?ESCI"i 1' F'T C3N = SI•Ar-'il=ii=' F1VIwI`:lt.JC; ,c'-i UJB Fi i l' 1= i1 .1 11 Fl r r' CS L1 B A1=~: f-a :l Il.\'la I'•E 0 1:7 F= O 1_:1=" i"" :I: C IE N T <9 i' u'r ( a Iv_ p 1 F~ F` F, . 0 1 1 ACRES G t7 NI 1=' ()a T°f E I-U.J Nt:i f= Cf_ 11::: I"° F 1: f:. :C EN1" u9 t=;VEF;LANn FL_CJW V i__l.1tw:.a . C:, t u 1. 5 L. .c.! f:) N ~ 1. 6 ~j a n!) C:H (`-,Nl\lE-7 i__ F 7 LC:1W 'J;;L..l.lES . L. l. 'j Z 1. LI. 0 . ~ ~ p I CS , }'J ~ ~~).l, 6 B , ~7 .007 l"U=- d]. 1. 7 C:, Cl I''i PLJ'T ED'v` i i i_n l.! 1 e a n UR o C r, ~ :C 1 C.y ~ 1 1:3 • Ch I ~"I ~xis-Vih9 s~h91e $qrre.l Dr~~,,iell ~ti o.3 cFs corher oi Howe 5-~.- aha S harP AVe. Is dis c.lnAr9e for Sj~or MwAJcr, . , , , • . . ~ 1) ~ ~r = /21r 9~~- , r) c= z~ ~ ~ ~ W M CMULF : 1,1 f_{ I N 7 1) 0 -1- 0 8-~ ~ 6 F."ROJE-C"T` - NA!''I l.E., . 5 . , DESCRI PTIOCJ ~ ' ~ I"I ~'i 4 ry ~a 1~ ~ I'= 7 • ' ' S Ll EJ ~ R f~ A 1 ~ o 02 A c 13 li ~10 Al E- P :l F-t 1_l l '•i L-l F F=' C D E F F T C I E 1\E'1 a r? , . . . ~ 'T Cl ' ~4~ _ ~a ~ f-~i ~ i=i ~ ~ . L:; L~ 1=' ; ~ .I' '.l" l.J 1\E 0 E~ C ' L:: F. ~ ~ 1_ -1' ~ GV E R L A N 17 F" L 0 W VAI._ L.i Ec; ~ . . ~ , ~ 5.1't ~ !'J ~ C 1 P 4 P`4 F:. Lw FLti.J W VALUE.5 17 ° z I ; z 2 a 1 th 7 - - . , , ' N .016 ~ s . 004 . ~ . TO I I ~S . . , GCDiy1PL~-'FE:-'D QALk,Jl:_7-D - LlF'~ .s, « ~rta 0 . D1"3 23 • . ~ Yl 5 ~'41 hrl o~ ~ 1 l ~ ~ ~C x" et D ti" u V►,f ~ l ~ ~ ~ ~ 5 ~7 ~`C ~ ati~ . ~ S ; ~ ~ j C. o~ ~ ~ ~ • O ~l'~ ~ ~ ~ O Y' 1~v1 q[+l 01 i t.tf` , . y "i L'. w. iw - y . Try $ depth of 1« 2' 4-4. 1 Dryweii# ~ Precast concrete dry-- ~ wells, as , sh~wn on County standard 2/3 1/2 i . drawings, may be used to retain sto~m Y~*1.~~~ ~ ~ A~`~~ drairsage in svils with a very rapid per- n - WeCCed perimeter meability. . Typee A and B Drywells i.n the folYmwit~g soils may desigrted to ~ 2'x1~ ~x~.2 5, ~8 s. f,~ f nfiltrate a rate of f1ow of 0.3 efs and _ 2 +2(1.22+2.42) . • 1.36 ft.., 1.0 cfs respectively= , • . : , . Bong , liarble R # *717 , Bonner . Fhaeb~ (CarrisvD Springdale 2/3 1/2 Hagarr V - 1.486 (.717) (.02) s 5.61 fps The locations of these soil Cypes are t03 shawn In the -5oi1 Gonservatian Service 5oi1 Survey for Spakane County. The V~i a 5, 6~ fps x 5. ~8 sf ~~9.6 ~fs drainage. report shall include a copy of s the SCS.ma,p ~rith the su6di►risior~ platted ~ ~fs . . d ~ thereon. The CQUnty Enginee r shall re-- - - q~rire the deve Ioper to provide a_ sieve . S~Ive a~: ~ry 1.3' analysis and sail type test from a soils 3/2 zaboratory acceptable to the Count}r En-. _ ~ ~ (Dc)3 D c - gineer if there is a question regarding , b + 2il Dc the -above sall types. 3/2 In rural areas, as defir~ed ix~ Spokane Q~~~32.~2 ~~~~xZ.~~~ X 1.3 - 30,9 cfs Gaunty Road Standards, open gravel dry_ - (2+2X2X1.3) we1ls may be Rermitted in lieu of the ~ - 30.9 cfs - 30 cfs dc a 1,3' - precast concrete drywells-, , F ❑c > Dn, flow is supercritical. Precast concrete drywells prvpased for : - iuse in other soils than ch❑se shown Since [he flaw is supercriticaI, care above and aIT apen gravel drywells sh,all ~ should be taken ta provide aproper de- be designed according to percalatign ; r~tes det~e~n~n~d ~,y ~ fiel~ tes~ ca~-~ _ sign at po;n[s w~.e~'e hvrizantal' and/Q~ farming to the ~r~ual of 5eptic tar~k . v~rt,i~a~ ~l.~gnment +~h~r~ge. practice. A County insRector shalZ be ~ A free 6aard of .30d shauZd 6e appIied aresent during aT1 percolation tests. A percolation test 'caiculation sheet ~ D=, 30 ?C 1.2 -t 1.56' signed and seal.ed by areg,is tered civiI engineer shall be submitted. 'I`fte per- - V~5. bfps } maximum alzowa6le. colation rate shall be equal to or ~ -greater than 72 inches per hvur to be Provide rip raF. (Refer e❑ Section acceptable for drywelT constructivn. 4. 5. ) 4-4. 2 Storage FaciIities y I?e~e-ntion ~ ~rage faciliti~~ ~a~ b~ ~s~d t~ 4-4 Detention/Retention Svstems - T'he sr~t~gulate flo~ rat~~. Ar~ ouer~~ow peak rate of r~an-aff from an ex~.stin~ type storage system which regulates Che site shall not be increased due tQ the rare of nutfl~~ s~tall ~ used. S~~ , prapase~i deve~.opment for a given desigt~ Fi~u~es ~~+--3, 4--4, ~-5, and 4~~ ~o~~ Storm. `'kiex~ef0re a retenCivn/deten- tion fatility an-site wi11 be required. suggested details. Lanciscaged facil- ~A ities sueh as parks, playfields, tennis cvurts, etc. are recornrnended for Da~e: 41'4J$~ ~T 4_15 ~ R , ~ , . ~ r.. . . , . , . ~ %E't1~,~1ti~; Cc1L~~'T']', 1~:~~~E\G`C~~+ } ~C~1L SL j~1 r'Y 93 ~ l.~t~z,k 7,-..I1~Is~r~~rv~~~~t~r~~~~ ~~f r~t~ir~~~ri~ ,,~,,,rr~{~'i~.~ r,~,~~,~1,,--(.ay~trti~~t~c~~ - - 1 . ~ 1 t _ _ - - • _ ~ . 'r : • ~ ~ _ C~II '1 i 'i~~f''~I11'- ~ ~+6~1F ~l'il~IlCl"~ :k~~i"~ti71Ly~L~il19~11141~1~ ~ ,r~t~.41~~oLC~' .u.i~~. ~aC . ~1 it, ~ . , ~ ~ ti s _ - _ 3.~- F;~i'o~~ ~ot~d ~ !~':~r'n~ i~~,rl~- , , . , _ wk,i~ ~ u~ ~~r tr a'"', } s P Tf~rr:~c•i~s .t~~~i 4 I ~ ~~~u~ ~~r~ .~1~riea~l#t~r,~l ~ ~r~►n rli, ~~a.~,~1 llllt~ I]!'1~1 ri1'1l1~)t~~~i i ~ { . • ° r~ ' }1L'CCSV{~ilti . , , _ ~Ix:~in,r ~ Iir~~,,~1u~ts t ~,6~:~t~_~rn~u}•s fit~l~l~ ~`F~,~~iiet~lfll~e}. 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I~7E tr i mari. r, t~ ~ 4 . . gll:Yd-C2l I I `]'11i,LT, LF►:LL~kt k- f ir) ~x , ~Slr~l CQ11f llt'ti5- I':tt~'~~ I!I 15'lil• 111};~i ll`1t{'r- Etft'~1" ~iC~ll" lf~'~ C1~f'~]( fuP }:f~;il~l 1tLr ~fiii • (';lEk:il'114"f i~14~ a~1[t'l~" ~UH' ItiDL, ...,7'l~~ri-~61's~~~ ' l4 4 j . . a . i ,r, ~ i il~ilit~~• n7~yrlrr;~fc t~.'F :il1C~ 1or~iciis~~ c:~- r,crti~~~n1,ali?r. ;;rlt tolrr,~~it i~f~ ~:apoicit~ ~ c~r:~~~, t~~ i~~cs[ r„rte..~rir~k.i ~li ~afcs,ti.el. ['r:LtK~ tt► ]t:C3c~- f.~r:i#t•1~' :1ns}- ~ ~ ~T'. ~1iK c 71'SII ~ l:iClt1'. `~){'C1ES1.1'l`j~Ct~• rtlt~1C4lS lIl f.'I:l~t~~' :~Dli' j~~t~:oli.ai; ~ii#~ir:~i~~ri .•t;~bfl~Ic, ~ a~ 1 6• ~ • ti«i~ di~ier~it ia ~a~intt°r n~v3 ~:xt•~~r~~~;~~,iliiv. , a~r xtiir~tt~r;~e3d~},rir:~. atld~~~~ ilr~, a; , 1`;~ s rit, f. J,Lt•rI ik u;1 ttilit v. , ~.ta~ ~.lt, p ~ ~ 1 clcr:it.,~ t~~-~ti- :~tt~~ili~r:~Ic r~~~i~t- 1f~~i~~r:,tr~i3~ 1'er~• ]o~~~ ~h~:~r _ ' ' ~ i t ' ,3_ \o~ suits- 5t7r ~~+M{3er:~l,~ to ~•~~rti° lii ~h 11ur3~~rr,t~ ~fa}sil- ~I~±3crr~t~~lr 4E~w~ 1~rrr ~03~' ~li~:ar lfutl~~r~~#~.1~. ~ jla+3~~raicll~ . io ~'re~n~gn (~..~3, Fair k3 _ ~.i~t, F~ _ ~ • er~.• ]ow }h,nr .+fa'['i1gtt1r 11YOti- ~ - ~ ~ih~ io~b ; - ~1~13 to ~rr~~ 4Ya~►' d4 slolr~ .tincc ta cr4- ~~~ic•c #o c~r~~ioti; klo~+. #u `°err ~ta ci,~th~ ri7Q+ Fa~3, ~aC3}. ~,c~~,r. lylt. k~e~~. r~~~~•~~~r~l,i~~#~~ iu ~fr; ~rt~~,c~te~ic~~is t4 t~r}~ -1c,~~• ;trts~~ , 4 s ~~rr~Tlii Th~~:~lcr- ~lc~~~ ,t~r~t~c~~- rr:~i~~ l~t:~r~• ~r~~~t u~•~i~n~ Qrsk~~?~~r- rre;cr~ er~+~> >,ict- ~~rrt~~ti~~a~~ili; , ri~~~~ ~r'htrts tnn►- rlr,~r L~rrnic- inta~e ratt , ivn; r~~o~ ~ f , ~ . it b t.~~~:~c• .~l:iliiti•~ ~°c~rr r.~rr;•iii~ c:l~ rr:itc~ 11}:4 t3- c:~rr.•~i~~ ct~- ~ , r.act~~r]• 2,7t~riii;~~} :k~+ililG•; ~:~tu- ~~er~' ~tii~;h ~~t~~l~~ Elo~~~ ;a lio~~3 , r ~ ~t~~14~ .lo~►~ fo t~~rt' td' li.~i' fU in+,~~i- ~ • • r ~ . ' S1~if['.r•~1U~~111''~ S'4`rl~ 3~Dll ~!i•f• ~ l~l'~ ~'Cf~t't~~ldll }11l',~I ~1.lfC~'- j1;ll;lit'p 1Ll+y.~- ~lvrr j~r~~;rni~a4~~Y1~t4; cr~~li ~til.ri~~l;- ~•nit~~rt~~il~ilil~-; x,~i ~i ir~ ~ 61:Y(.'Jivp 311+??j- Ariti►- to tnc~.~l~ilil~•. i f:iirlr r:i~~- tti ltii~l~'!i!,i; t`.1• C'r:~it~3t' :lC+it ' , l 4~, uaf ~~nt': r7oclcratc st~~~~il- ,~~riz}~. c~:~[~:~t•iir~. . , i,ti~ to r»~a ~r•rai , t~l) 41; , ' i~ ~ i~~t:~l~li~li. ~~k~~ite t i:~l ti rrx- •ln«~ rft.ri~;k.,xt+~y! ~~c~d~~3~= 4~~i1~ ~~r:tcl~ ~r~f,~~n ~ itr, ;~~~i1s ~Cr;GCk r;~~~•r~ it~ pi~rtt~t~~sl~ilGl~3', tirr~- -1nw ~i,~1;-;~ti~r,~1~•!i ii~ [lr'~•, ~rl~GCrdr~. ~ . sprii~4. pc•rtrirnhilil y, s~ri~~~. ; ~ ~ i,l.t' ]otk- s]sl:~r * , ' ,r ~ ~ , w ~ _ I ~ ~r~ ~l~f~,ir 1[ASr~f~ri~te #,a 51nn~ i~~1;~1:c~ ;1~tiiit~r:it1• Ii~wi~l- ~l~~cl~ f:ii~~ r~•:i4t. 1fu~ti~r:~l~~ tn 1~~•a~~ 1«~~a- k}~~•;wr ~ar~e~d ~~a~`~~_._ ~'~►ir to `tio~ ~~~it.r- \at s«~~,~- ]'c~nr...__ A.o~t~r:~f6~ lt~ xt,} kn~;l~i ~ 1i~~~i1•r,~lt 1 ~}~i1 1f~,t~~r:ate ta 1srr~~ 30 . . . ' ~ - ~ tt~'~ ~,~~,~rii~r= ~irt~~i~il~, yra~ - ~ ~ ~ c ~ ~ ~r~h •'r~ ~ r- tt~s~t' i~rtue~ r,i r t•~°rti~ 1.u c ta n ~~~~r~r ~ u~~F fr~if7u ` ~ ~~.~~F~j. r:It~, l;I~. ~u.:r.•`tt~k~,l~~ frc~~1. ~t ian~~, r~~~ao~w .l~,~s f~r, riie- . ~m~~~, ~ ~ p , sirt•tigt24; 11;01- C•1-:k 141 1 to.,•I. ' s~a~ot; tr:~r{l~~•~• r'~~~~~' 1~i~,1~ .31~ilil~ ~ ~rr~~ (•r:~f~~ 1u.,tl• ;~c'ki,~~~• z~~a~J~~r.~tt~ to ~~i~f~n cc~~i~~3.~ct- ~i~il~t;~~. ~~iou; i~~l~a~>> cr~re~- ;~~i1it~~. ]zi~,~~ ~~~~~l~~r- ~ !si ~If rs;~l~~r~ t~.~rrk-i a ~°,4- ' , i I ~ ~ 1~~~9:iii~~ ~a. h t~ ~ - ~n~ r~~~n ~,~,~iLitr~ t~sl' ~~~r~tl~ ral i ~ ~ r3rli~rt~ tut~ciitt.it io .it[s to rlr,rs ~r:~t~_~r•.,~~ ~'s~~ ~ ,~s. t I > ctc } , V;lr!'t-1!ig t',c- , - , ;icil~'. j,rrtt~r;tl~ili~r. c:i(~:irit►•; ~mirlins; C.~• rr~t~itti-; Fni~tf~ ~s~{~rl,~r.~ic tta 1,~~;~e }ii~,~d ; hr~~~~,- ~ ~iE~,h rt~m~ ri.., t~~l~ ~ ~ ' l~c~;~ i;~ii~,r~ , 7.~eilr. c~~;i1t~ t~a wlcwti►. It~~ti4 t-; c~t:iiL'~t0 sl:OX s;~ri~~Ii-~l{~~~11 ;~I~m- ~~~~11 ~a~~~~,li:~l. il~•, r,~cr~lrr;Etc f . . ,•i~~ , ~ ~ ~ I:~'rrl~• ca;~° i,~ ;as ru~~ .~I t ti:+l. ~IaLilil~'; a~}i~ ' ~as rtu~•:ilxi~a: ~ . . . ~s ~rl~eii cirr, i~•~:~l,li;~~. cr,e~,k . l~nt9~~*,rtt~ rr.i%t- l~i,ricr~lle ia lli~f~ Fl~c.tr F];t':L r ~ . ~ r,- ~ r ~1i~~6~t i~ i~~~ ~t~~r~.~ ~ti- :1i~i~~+:~~~1t~:lul~~P- ~t~~~lcr~tc to liiT}isl~{°;rrstrR~n~il~; 11ndc1,~a~~ tu It:~~~id i~~t.~3;a . Id lrr~i~ r , - - ~ ~ (r~srri:oi~ t~ 4 i~ci..~>>t- Con~ ~..14ti ].~erll.~it_ ~ • ~ ~ , ~ ~i ~c~ ~•c~r~' r;~ ~icj r.l~C"; 11lrulf'~~` llll(L' ~0 C'*U- ~u~c~~ Ir~ cro:ir~n; ~~cr}' r.i~rii6 .teri~~t e; , s Ijilit~~ t~s frn~i e~~ti~n ~ ~ it►• ~ ~~~r~~ioii~ t ~rti r:e ii~~ ~{~i ~ ic.u. 1 ~i ~ . , . _ . Gtrt-iigttti; ]iigli !G~B, Grn , r~l;l~. _Urfa~. , . ~ I ~ f I - ~ . ~ i~f 4~l'~i~, 1t'rl!]1;S~1111f}', :114' IU ~[3ll' ~1t111i 1llq~[~~ 1'llff~f :~~r' ~i~ ~i)11' ~7~'1llil..i~}{~I{~ ~ i~:i( C~ fTSlllE Gn6), f~~~-{~r. ~u~~~l~~r~it~~ i~r t~~~~rti• ~a~9~t•~i eor~~= ~ik~r~r~~.~E~~l~lti•~ c~~n~~j~.~ct ~ • ~ , :~te tc~ ti=r1~ ~r:~t~r-lioltli:i~ ~~r«r1~ri~tc tu ~ c,r~si~~iati'~ 3WA-v;irrying c:rr~;ti~•ia ~a ~icl i•rm~~~bil~tc~; ai~~4c~cf~ ~o►c• raEli rc~:4ifjili#y., ~►.rt~t tic.lci~~~~, , " : ~ P . P I' ~ - c:i~r~lc~it~. r.~}~ul }~iitt;t r:~~~:~cit~•; ~•~~~r~- rc~~r~ G~:iicr- r~~t~t er~t~ l,o I~~n~ wl;rit~k s~+c•1l ~}rr•ir~k :,xa~ll 1S10i~('f;atr sl~i- ,il~ilil lral it,ii t3if~icult }i[~ldlin~; Ct~- 4~f•r}` r:t~;l+l 21ri3cler.iSe i,o vE•i•y r:Li;ill ~~~ft ~~,ti~t. pt~~~ tx1 i.s1. l~dli~}•, to c~~C;~~~iwkr ~aat ~~:~cit}•, p~~r~R~~:~9~ili~y ~~i~r►~ ~t~nt• lc~:trit, ptt•isb~.~c~~~ilir v. f~tirlti° c~a~y at~ utlot~~° ~uils. ~ i Ja~~~r~te et r~d of tALle. ~ I . i _ ~ i iri , ~ , ~ , ~ , , ~ , . ~ „ „,~w~ • . . . . a- : , , . . 1_., ~ . , I',. i.~ I~~:r'~~. ~l~lrf C.,~~~~';~n (r~lfirl'~' I~~ilnli ~111•i Illil~l ~31r Inul~~ir~ (Joins sheel 64) T. 2~~ N ~ ~ , _ r ~ •'r1 ItMN ~vV rl M~'- ~ ~Y"" I~ ' 1 ~ . . 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Aroject: Haskins N 909 Argonne Road 926-1322 Job No.: 13042 Spokane, WA 99212 Disc.No.: 15 File Name: 13042 TYPICAL SECTION DATA 21-Jun-94 Roadway half width ENTER--> 20 10:56 AM Road Name ENTER--> Howe St. left or Right ENTER--> RIGNT Curb 1yp2 TYPE 8 COUKTY Station Interval ENTER--> 50 MINIMUM MAXIMUM Curb EL. Curb El. Edge Pave. CENIER ~ SLOPE EDGE DISI. ~ SLOPE EDGE • DIS1 FROM (-4.5$ (-2% to Gutter LINf CENTER- PAVEPIENT C/L TO C/L t0 PAVEMENT EDGE PVM1.fron E/P + FROhI E/P + SELECT- Design Top Curb STATION ELEVATI0N IINE EIEVATIOtI EfP EDGE PAVE $ SLOPE TO CURB CURB HGT) CURB HGT) ED ELEV ~ GRADE % Grade 1652.00 1442.37 0.00 1942.15 10.60 -2.08 9.40 1442.18 1942.38 1942.35 •2.34 1616.00 1942.43 0,25 1942.10 10.00 -3.30 -0.21 14.00 ' 1942.10 1942.32 1942.32 -1.94 -4.12 1126.00 1942.44 0.02 1942.15 10.04 •2.90 0.10 10.00 1942.15 1942.37 1942.25 -3.35 -0.14 1776.00 1942.41 - 0.06 1942.15 10.00 -3.20 0.00 10.00 1942.15 1942.37 1942.19 -4.06 -0.12 1826.00 1942.41 0.00 1942.10 10.30 -3.54 -0.10 9.70 1942.12 1942.32 1942.12 -4.45 -0.14 1876.00 1942.39 0.00 1942.04 10.30 -3.40 -0.12 9.10 1942.06 1942.26 1942.06 -4.45 -0.12 1926.00 1942.32 0.00 1942.08 14.20 -2.35 0.48 9.84 1942.09 1942.30 1942.27 -2.35 0.42 1916.00 1942.51 4.00 1942.51 11.30 0.00 0.98 8.70 1942.63 1942.81 1942.13 -3.12 0.92 2026.00 1942.39 4.00 1942.21 11.00 -1.64 -0.72 9.00 1942.26 1442.45 1942.26 -4.41 -0.94 2016.00 1942.43 0.08 1442.15 10.34 -2.12 -0.12 9.70 1942.11 1942.31 1442.17 -4.45 -0.18 2126.00 1942.56 0,26 1942.29 10.00 -2.30 0.28 10.40 1442.29 1942.51 1942.42 -3.00 0.50 2176.00 1942.18 0.44 1942.50 10.00 -2.80 4.42 10.40 1942.50 1942.72 1942.61 -2.53 0.54 2226.00 1943.41 0.45 1442.69 10.50 -3.05 0.38 9.54 1942.12 1942.92 1942.92 -1.94 0.50 2251.30 1943.22 0.61 1942.96 12.74 -2.05 0.86 1.30 1943.08 1943.23 1943.03 -4.57 0.51 Simpson Engineers, Inc. Project: Haskins 'N 909 Argonne Road 926-1322 Job No.: 13042 Spokane, WA 99212 Disc.No.: 15 File Name: 13042 TYPICAL SECTION DATA 21-Jun-94 Roadway half width ENTER--> 20 09:15 AM Road Nane ENTER--> Sharp St. Left or Right ENTER--> RIGHT _ Curb Type TYPE B COUNTY ' Station Interval ENTER--> SO MINIMUM MAXIMUM Curb El. Curb El. Edge Pave. CENTER % SLOPE EDGE OIST. ~ SLOPE EDGE DIST fROM (-4.5t (-2$ to Gutter LINE CENTER- PAVEMENI Cfl TO C/L TO PAVEMENT EDGE PVMT.from E/P + FROM E/P + SELECT- Design Top Curb STATION ELEVATION LINE EIEVATI0P1 E/P EDGE PAVE $ SIOPE TO CURB CURB NGT) CURB NGT) ED ELEV % GRAOE $ Grade 550.00 1943.15 0.00 1943.26 12.40 -3.95 1.60 1943.31 1943.52 1943.39 -4.18 600.00 1943.81 0.24 1943.61 10.60 -2.45 4.10 9.40 1943.64 1943.84 1943.04 -4.44 0.50 650.00 1943.90 0.06 1943.66 10.80 -2.22 0.10 9.20 1943.70 1943.89 1943.89 -2.01 0.50 100.00 1944.27 0.74 1944.14 12.00 -1.08 0.96 8.00 1944.23 1944.40 1944.39 -2.08 1,00 750.00 1944.19 -0.16 1944.00 13.50 -1.41 -0.28 6.50 1944.16 1944.29 1944.19 -3.90 -0.44 800.00 1944.23 0.00 1943.74 16.00 -3.31 -0.60 4.04 19a3.97 19a4.04 1943.98 -4.20 -0.42 839.10 1944.19 0.00 1943.59 15.50 -3.87 -0.29 4.50 14a3.84 19a3.92 19a3.82 -5.11 -0.a2 [ 1 Siopson Engineers, Inc. Project: Haskins N 909 Argonne Road 926-1322 Job No.: 13442 Spokane, WA 99212 Disc.No.: 15 file Name: 13042 TYPICAL SECTION DATA 21-Jun-94 Roadway half width ENTER--> 20 49:24 AM Road Name ENTER--> Sharp St. Left or Right ENTER--> RIGHT Curb Type TYAE 8 COUNTY Station Interval EM1ER--> SO MINIMUI9 MAXiMUP9 Curb El. Curb El. Edge Pave. CENTER ~ SL4PE EDGE DIST. % SLOPE EDGE DIST FROM (-4.5% (-2# to Gutter LINE CENTER- PA4EMEN1 C/L TO C/I. TO PAUEPIENT EOGE PVMT,from E/P + FROM E/P + SELECT- Oesign Top Curb STATION EIEVATION IINE EIEUATION E/P EDGE PAVE ~ SLOPE TO CURB CURB NGT) CUR6 NGT) EU ELEV % GRpDE ~ Grade 550.00 1943.15 0.00 1943.26 12.40 -3.95 1.60 1943.37 1943.52 1943.70 0.90 604.00 1943.81 0.24 1943.61 10.60 -2.45 0.10 9.40 1943.64 1943.84 1943.91 -1.08 4.42 650.00 1943.90 0.06 1943.66 10.80 -2.22 0.10 9.20 1943.10 1943.89 1944.09 0.58 0.36 140.40 1944.27 0.74 1944.14 12.00 -1.08 0.96 8.00 1944.23 1944.40 1944.21 A -3.92 0.36 750.00 1944.19 -0.16 1944.00 13.50 -1.41 -0.28 6.50 1944.16 1944.29 1944.11 -4.30 -4.20 800.00 1944.23 0,00 1943.10 16.00 -3.31 -0.60 4.04 1943.47 1944.04 1943.91 -1.00 -0.52 838.10 1944.19 0.00 1943.59 15.50 -3.87 -0.24 4.50 1943.64 1963.92 1943.82 -5.17 -0.24 A w d. ~ ~ ~ ~ ~ D O Z P- o ~ r ~r Z P' ~ y r ~ • N X X~ lil . • . ' c. f; WTIOniAL r Oi; iViULA Li Fi °I' f 6 / 1. / ~''r D1:,. 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L_ -b fel • ~ z ..M 4i ~y z. . ~ N ~ ~ Mc . ~ c-,.~ E-` ~a u . . ~ ~ , 0 i ~ C~► 2 I Lf u1I G:) O~r 1 AiJ - C:QMh'!J'1"f_D VAl_.1.1L=l") U L,,R 7■ '.',A~ 26578 ~ i 1 1X(_) .2- C'S,4 ' s f t O1~►Al. a 1 C) • e ~r6 ' EXP OATE ? 0/4/ 14' 1 S Y6 s+ ing Sin9k e, garre-l Drywell ~ti o.3 cFs ou-0 0'1 S-}Q, 19t5o c~ i s c1n o►r g~ o u-~ 1 e.~' o r 5-~ o r w, w a~ e.r . • Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: howe Comment: Howe St. Solve For Actual Depth Given Input Data: Diameter.......... 0.83 ft Slope 0.0200 ft/ft Manning's n....... 0.011 Discharge......... 0.36 cfs Computed Results: Depth 0.18 ft Velocity.......... 4.27 fps Flow Area......... 0.08 sf Critical Depth.... 0.26 ft Critical Slope.... 0.0043 ft/ft Percent Full...... 21.29 0 Full Capacity...,. 3.62 cfs QMAX @.94D........ 3.90 cfs Froude Number....o 2.14 (flow is Supercritical) Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 RZr'11" i f:3 hl i1 I.. 1=" ORRI''I Ll I__ A I- iD 1=ti C) I_. 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Corhe.r oi E-1 ow e S-~ ah a S In Ar P AY e. % s clis c.In qrg e-~'o r S t ro r vh w o~iGr , s n 1=~ l''i! 3L H1' DROG...OGY ~ 1:TE Iai 1! 94 UI:_c,: l: GNEh; i•:; (aJ iv1ChvIL.►L..f::::i: I`I aIN 7•1-i?C) "i"Q 8°f• i Fa F'Rt7J FC'T' NF3MF' I..l(~~ii~~:: J: nl;a C:CII'1f'r1NY ; . ~ I7 E S G c; I: f=l- 10 N E) {-I R 1=' , l" 1='~' cli U F.+ A i:.-\, iw s^~ J. r) 6-1 c!~ ;1=: c3% ;.:i !J E3 r i E: A :l Rt_1 !\Ar:=J F*-" I7 COUT.:C L;l' EN"I' v9 'i" TA!_ i`i R E: Pi i c3 f- i L S l:. 0 N I I"=' Cl T F;. i i U I i~ F=` i.:, „ c~ ta VEi-*k'L. r-*a 1\J D F= L OW;J (•1 I_ IJ E:. k, c t „ 11%5.- i' ~ Itl ~ C) J. F. ~I 4 . CI--i i1M••.I k° L_ h=' i..... 0 W V r=`i L LJ l=: a ' L 176 z :l : 1. 0 12 . lr) i N - a (,:i 16 p c:f . t::y 0q. -1-S7 11 115 Cf.]ivIr'U"C'E:D VAi.._UL:G T) t_J f'Y 5. C_) (:1 11C) IE~ , C! I C) u .ti • OA Q 2 73 S x1SJ'ih9 Sih31e_ Barrel Drywe.tt 0.3 cF5 ouZ~ Sfa. 8-t~6 10 \s, A,\Sc.lno•r9e. -o~~le.~' -For storVAwa-ke.r. Try a depth of 1.2' 4-4.I Drywerla ~ Precast concrete dry- j wells, as shQwn on County atandard 2/3 1/2S . drawinge, may be ueed to retain storm Vs1.486 R S ~R ~ Area draina e in.eoile with a ver ra id er- n Wetted perimeter meability. Types A and B Drywelle in the following eoile may 'be designed to ~ 2'x1.2'+(2x1.2x1.2) - 5.28 e.f. ,infiltrate a rate of flow of 0.3 cfs and 2+2(1.22+2.42) . 7.36 f t.,, -1.0 cfs respectively: . - : . . . Bong . Karble R n .717 , Bonner . Phoebe (Garrison.) Springdale . g Vu 1.486 (.717)2/3(.02)1/2- 5.61 fps The locations of these aoil types are .U3 s hown in the -Soil Conserva[ion Service Soil Survey for Spokane County. The Q= VA a 5.61 fps x 5.28 sf ~ 29.6 cfs drainage report shall include a copy of • the SCS map with the subdivision plotted • 30 cfs d~ 1.2' , thereon. The County Engineec shall re- - quire the developer to provide a. sieve _ Solve Dc: Try 1.3' _ analysis and soil type test From a soils . 3/2 laboratory acceptable to the County En-. Q• ~ g(b +9 Dc)3 pc . gineer if there is a question regarding b+ 2Z Dc the-above soil types. 3/2 In rural areas, as defined in Spokane Q~~32.2 (2+2x1.3)3 X 1.3 a 30.9 cfs County Road Standards, open gravel dry- (2+2X2X1.3) Wells may be permitted in lieu of the 30.9 cfs = ' 30 cfs .0. dc a 1.3' . precast concrete drywel . ls. - ' , Dc > Dn, flow is supercritical. precast concrete drywells proposed for ; use in other soils than those shown above and all open gravel drywells shall ~ Since the flow is supercritical, care be designeci 3ccording to percolation i should be taken to provide a proper de- rates detec-rnined by a field tes[ con- ' sign at points where horizontal and/or forming to the Manual of Septic tank . vertical alignment change. practice. A County inspector shall be A free board of .30d should be applied Presen[ during all percolation tests. A percolation tesC ~calculation sheet ~ D=. 30 X 1.2 Q 1.561 s igned and sealed by a regis teced civil engineer shall be submitted. The per- - V= 5.6 fps > maximum allowable. colation rate shall be equal to or ~ .greater than 72 inches per houc to be Provide rip rap. (Refer to Section acceptable for drywell construction. 4. S. ) 4-4.2 Storape Facili[fes - De[ention ~ 4-4 De[ention/Retention Systems _ The s[orage faCilities may be used to peak rate of run-off from an existing regulate flow rates. An overFlow site shall not be increased due [o the [ype storage system which regulates the proPosed development for a given desig-n rate of outflow shall be used. See storm. Therefore, a retention/deten- Figures -4-3, 4-4, 4-5, and 4-6 for - tion fatility on-site will be required. suggested details. Landscaped facil- ~ ities such as parks, playfields, tennis Date: 4/4/84 courts' Ptc. are recommended for ~ 4_15 . 92 SC1S Fl [NGTOV 93 Suit:lhilit}' :15 SOU1'CC Of- )IlllllUl'd Soil si-ric•s or t}•pG, nncl m:ipsym6ols I Sewngc disposal Tupsoil S:uic! I Grnvcl ~ ];t Watrmnys fic.lds Tr;ifTicability Dr:igoon (DrC, Coocl to -Nof silit- \Tot suiL- F:ic Lo%%• re-,istanrc to \(o(kr,ltc to Vcry low ;hcar DsC, DsD, ponr. at>le. .►ble. t crasioll; 111ocl- modcrntcly strcciglh; low Dv 0). ~ erntc n nter- rilpicl pvrmu- lu;►cl-c;►rrving hol<li~ir c:~p~c- :ibilit v; n)ocl- c:111:1cit v; ~ itv: ve;:etation c•r:iietou otl- tnuclt•r:Itc to clitticiilt to cratOy rapicl nioc1ur:ilOv rsi:il-li:41 excrrf wcitcr-Lalciili~ r:i~ii~l }-~ormc- oii 1)r:~goon c.1pacity. nl~ilit~•. silt lonm. Lloik;i (Ek6, EIC, Fair______ Not suit- Suifablc :+t. Gosl- \loclcratc rcsist- 'AIodcr:iie to Low slicar EID). abie. dcpth • nncc to cro=ion; vcrY rapid strcngtti; tnoc!- c;renter - r»oder:itc water- pcrmuabilif}-; craii, to liigh th:in GO 1101(liug c.l- inudcratc loac! -c:trrying iucLer. pacitv; vegcria - wafc•!-_holcling cnp:►ciiy; tiiod- t.ioll cliflicult to caiiacity. vraie to very c;t:thlish cxcepl r.►pic1 pcrinc- on rloika silt ;:bilit}•. loain. Emdecit silt loam Fzir__Not• suits- \ot 5uit2- Poist• \foderate resist- ModCratc to Vc•rY lc,w :ALcar (Em), ble. ble. - ancc to erosion; moduraN•1v s:renrth; moci- • vc:rv liigh tr:tter- slotir pcnm:- c►-ate to low ,r- liolciing capac- abilitt•;vcn• lo:ul-rarryiug itv; escept for tiigli waler-liul(i- cnlmc•it' v; mod_ Y . s:~lt-tolcrant i~ig capacit.c; rr.itc ta niod- ' Sprcie;,.vrgctn- sai,uratccl in craicly ,low tioii ditficult to wintcr itnrl pcrmr::biliiv. establish. sprinc;. Freeiuan (FaB, Fair to \ot suita- \ot siiita- Po4,- t- Moderatc resict- ~Iod~r:ztcl}~ \'er~• lo~~' sIicnr Fa$3, FaC3), r,oor, ble. 1)le. _ :lncC t0 CrOSiOn; slo~►' Lu vcr~- Sircngth; rnod- - vcrY 1iigh n:itcr- slow pc:rmc- cr:lit: l0:«1- ,o liolLiirig cap.ic- :ibilit.y; verr (.,:,rr%•iiig ctl- u:r- itv; vcgctation higl) water- p.+clir; inod- f:iirl\• c:Lsr to holr3ina ca- rr:ifrl~• slow to t•stoWiF.11. p:Witr; sntti- ~'c•r~• :51ow . rated ili permcabilii.y. Spring. Gnrfield (GaC3)--- Fair to \ot. suita- \'ot suita- Podist . 'Mode►•:,tc rt-;ist• \fadrratv to 1'c•r~• la~~• $hcar good. blc. ble. _ :ini~t: to ~~ro~ion; slc~~~- pcrmc- Stn•11011; ciiod- . ~•u:•~' lii~li :ibilit~•; ~•cr~~ rr:ifr I~,nd- w:4lcr-holclilig higll w;ttcr- c:irn-ing cn- (':ir-ci1V; ra- P:161Y; rnOCl- vc•,+•tmian parity. cr:itc. to slow fnirly c~s ' v to pt•riur:ibilitv. e;t:iWiah. Garrison G~A \ot stiit- Good bclor~• I;\q;L_ Aln~irr;ilr r~•si~f- AIoc3cr;itc; to 11i~;h Elic:►r GgB, Gm , nblc. surfacc _ :,ncc to cvosioli; t•cry rapid strength;hibh Gn5)- 1ayer• 2210fJCmtc to low Pcrnlcubilit,y; luacl-carrying watcr-liolcling niocleriitc to cnj»icii.N~; c c:ipaiCily; Vi-gc,- low w;it.cr- modcrtite to t.:►tic►ii clifTicult liolcling c:i- very r:ipici to esttiblis}i ott parit\•. ~~~•ruice►Uility. v cry s t o n v lo;im, fnirlr c:isy ot► uthur ~uils. zce foutnote st end of teLle. . ~ , , , ~ . . .~~,,..1 ~ Iw.~ .~.~i . •r oi n,. 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Project: Haskins N 909 Argonne Road 926-1322 Job No.: 13042 Spokane, WA 99212 Disc.No.: 15 File Name: 13042 TYPICAL SECTION DATA 21-Jun-94 Roadway half width EN1ER--> 20 10:56 AM Road Name ENTER--> Howe St. left or Right ENTER--> RIGH1 Curb Type TYPE 6 COUMTY Station Interval ENTER--> 50 MINIMUM MAXIflUM , Curb El. Curb El. Edge Pave. CENTER ~ SLOPE EDGE DIST. % SIOPE EDGE • DIST FROM (-4.5% (-2% to Gutter IINE CENTER- PAYEMENT C/L TO C/l TO PAVEMENT EDGE PV19T.from EfP + FROP1 E/P + SELECT- Design 1op Curb STATION ELEVATION LINE ELEVATIOM E/P EDGE PAVE $ SLOPE TO CURB CURB HGT) CURB NGT) ED ELEV $ GRADE % Grade 1b52.00 1942.37 0.00 1942.15 10.60 -2.08 9.40 1942.18 1942.38 1942.35 -2.34 1676.40 1442.43 0,25 1942.10 10.00 -3.30 -0.21 10.04 1942.10 1942.32 1942.32 -1.94 -0.12 1726.00 1942.44 0.02 1442.15 10.00 -2.90 0.10 10.00 1942.15 1942.31 1942.25 -3.35 -0.14 1116.00 1942.47 0.46 1942.15 10.00 -3.20 0.00 10.00 1942.15 1942.31 1942.19 -4.0b -0.12 1826.00 1942.41 0.00 1942.10 10.30 -3.59 -0.10 9.70 1942.12 1942.32 1442.12 -4.45 -0.14 1816.00 1942.39 0.00 1942.04 10.30 -3.40 -0,12 9.70 1942.0b 1942.2b 1942.06 -4.45 -0.12 1926.00 1942.32 0.00 1942.06 10.20 -2.35 0.48 9.80 1942.09 1942.30 1942.27 -2.35 0.42 1976.00 1942.57 0.00 1942.51 11.30 0.00 0.98 8.70 1942.b3 1942.81 1942.13 -3.12 0.92 202b.00 1942.39 0.00 1942.21 11.00 , -1.64 -0.72 9.00 1942.26 1442.45 1942.26 -4.41 -0.94 2076.00 1942.43 0.08 1942.15 10.30 -2.12 -0.12 9.10 1942.17 1942.31 1942.11 -4.45 -0.18 2126.00 1942.56 0.26 1942.29 10.00 -2.34 0.28 10.00 1942.29 1942.51 1942.42 -3.00 0.50 2176.40 1942.78 0.44 1942.50 10.04 -2.80 0.42 10.00 1942.50 1942.72 1942.b1 -2.53 0.50 222b.00 1943.01 0.46 1942.b9 10.50 -3.05 0.38 9.50 1942.72 1942.92 1942.92 -1.94 4.50 2251.30 1943.22 0.67 1942,96 12.70 -2,05 0.86 7.30 1943.08 1943.23 1443.08 -4.57 0.51 Simpson Engineers, Inc. Project: Naskins 'N 909 Argonne Road 426-1322 Job No.: 13042 Spokane, WA 99212 Disc.No.: 15 File Name: 13042 TYPICAL SECTION DATA 21-Jun-44 Roadway half width ENTER--> 20 09:15 AM RoaC Narne ENTER--> Sharp St. left or Right ENTER--> RIGHT . Curb Type TYPE 8 COUNTY ' Station Interval ENTER--> SO MINIMUM MAXiMUM Curb EL. Curb El. Edge Pave. CENTER % SLOPE EDGE DIS1. % SLOPE EDGE DIST FROM (-4.5% (-2% to Gutter LINE CENTER- PAUEMENT C/L TO Cfl TO PAVEMENT EDGE PVMT.from E/P + fROM E/P + SELECT- Design Top Curb STATION ELEVATION LINE ELEVATION E/P EDGE PAUE % SLOPE TO CURB CURB HG1) CURB HG1) ED ELEV % GRADE % Grade 550.00 1943.15 0.00 1943.26 12.40 -3.95 1.60 1443.37 1943.52 1943.39 -4.18 600.00 1943.81 0.24 1943.61 10.60 -2.45 0.70 9.40 1943.64 1943.84 1943.64 -4.49 4.50 650.04 1943.90 0.06 1943.66 10.80 -2.22 0.10 9.20 19a3.70 1943.89 1943.69 -2.01 4.50 100.00 1944.21 0.74 1944.14 12.00 -1.08 0.96 8.00 1944.23 1944.40 1944.39 -2.08 1.00 750.00 1944.19 -0.16 1944.00 13.54 -1.41 -0.28 6.50 1944.16 1944.29 1944.19 -3.90 -0.44 800.00 1944.23 0.00 1943.10 16.00 -3.31 -0.60 4.00 1943.97 19aa.04 1943.98 -a.24 -4.a2 838.10 1944.19 0.00 1943.59 15.50 -3.87 -0.29 4.50 1443.64 1943.92 1943.82 -5.17 -0.42 • y Simpson Engineers, Inc. Project: Haskins N 909 Argonne Road 926-1322 Job No.: 13042 Spokane, WA 99212 Disc.No.: 15 File Name: 13042 TYPICAL SECTION DATA 21-Jun-94 Roadway half width ENTER--) 20 10:43 Aii Road Naroe ENTER--> Howe St. left or Right ENTER--> RIGHT Curb Type TYPE 8 COUPITY Station Interval ENTER--> 50 ' MINIMUM MAXIMUM Curb El. Curb El. Edge Fave. CENTER % SIOPE EDGE DIST. % SIOPf EDGE DIST FROM (-4.5$ (-2% to Gutter LINE CENTER- PAVEMENT Cfl TO C/l TO PAYEMENT EDGE PVMT.from EfP + FROM E/P + SELECT- Design Top Curb STATION ELEVATION LINE EtEVA1I0N E/P EDGE PAVE $ SLOPE TO CURB CURB HGT) CURB NGT) ED ElE4 ~ GRADE $ Grade 1652.00 1442.37 0.00 1942.15 10.60 -2.08 9.40 1442.18 1942.38 1942.41 -0.82 1676.00 1442.43 0.25 1942.10 10.00 -3.30 -0.21 10.00 1942.10 1942.32 1942.61 1.41 0.58 1126.00 1942.44 0.02 1942.15 10.00 -2.90 0,10 10.00 1942.15 1942.31 1942.14 2.41 0.2b 171b.00 1942.47 4.06 1942.15 10.00 -3.20 4.04 10.00 1942.15 1942.31 1942.85 3.11 0.22 182b.00 1942.47 4.00 1942.14 10.30 -3.59 -0.10 9.10 1942.12 1942.32 1942.68 2.38 -0.34 1876.00 1942.39 0.00 1942.04 10.30 •3.40 -0.12 9.74 1942.06 1942.26 1942.43 0.06 -0.50 192b.00 1942.32 0.00 1942.08 10.20 -2.35 4.08 9.80 1942.09 1942.30 1942.32 -1.75 -0.22 1976.00 1942.51 0.00 1942.57 11.30 0.00 0.98 6.10 1942.63 1942.81 1942.31 -6.13 0.10 2026.00 1942.34 4.00 1942.21 11.00 -1.b4 -0.12 9.00 1442.26 1942.45 1942.63 0.41 0.52 2076.00 1442.43 0.06 1942.15 10.30 -2.72 -0.12 4.70 1942.17 1942.37 1942.13 2.38 0.20 2126.00 1942.56 0.2b 1942.29 10.40 -2.70 0.28 14.04 1942.29 1942.51 1942.88 2.41 0.30 2176.00 1942' .78 0.44 1942.50 10.00 -2.80 0.42 10.00 1942,50 1942.12 1443.12 2.76 0.48 2226.00 1943.01 0.46 1942.b9 10.50 -3.05 0.38 4.50 1942.12 1942.92 1443.31 2.94 0.38 2257.30 1943.22 0.67 1942.9b 12.10 -2.05 0.86 7.30 1943.08 1943.23 1943.36 0.26 0.16 'A ao ~ ~ v ~ 0 ~ a r ~ Z r vi ~ x ~ Simpson Engineers, Inc. Project: Haskins N 909 Argonne koad 926-1322 Job No.: 13042 Spokane, WR 99212 Disc,No.: 15 File Name: 13042 TYPICAL SECTION DATA 21-Jun-94 Roadway half aidth ENTER--> 20 09:24 AM Road Naroe EH1ER--> Sharp St. Left or Right ENTER--> RIGNT Curb Type TYPE B COUNIY Station Interval ENTER--> SO MINIMUM MAXIMUn Curb EL. Curb El. fdge Pave. CENTER % SLOPE EDGE DIST. ~ SLOPE EDGE DIST fROM (-4.5% (-2% to Gutter LINE CENTER- PAVEMENT Cfl TO C/L TO PAVEMENT EDGE PVMT.from E/P + FROM E/P + SELECT- Design Top Curb STATION ELEVATION LINE EIEYATIOH E/P EDGE PAVE % SLOPE TO CURB CURB HGT) CUR6 HGT) EO ELEV % GRADE ~ Grade 550.00 1443.75 0.00 1943.2b 12.44 -3.95 7.60 1943.31 1443.52 1943.10 6.90 600.00 1943.87 0.24 1443.61 10.b0 -2.45 0.14 9.40 1943.b4 1943.84 1943.91 -1.06 0.42 650.00 1943.90 0.06 1943.66 10.80 -2.22 0.10 9.20 1943.70 1943.89 1944.09 0.58 0.36 100.00 1944.21 0.74 1944.14 12.00 -1.08 0.96 8.00 1944.23 1944.44 1944.27 A -3.92 0.36 150.00 1944.19 -0.16 1944.00 13.50 -1.41 -0.28 6.54 1944.16 1944.29 1944.17 -4.34 -4.20 844.40 1944.23 0.00 1943.70 1b.00 -3.31 •0.60 4.00 1943.91 1944.04 1943.91 -7.00 -0.52 638.14 1944.19 0.40 1943.59 15.50 -3.87 -0.29 4.50 1943.84 1943.92 1943.62 -5.17 -0.24 P, ~ 7 3 c.1 v w p 0 Z a o~ Y . 2 ~ ry r ~ • ~ X x~ ~ . J ~ . I r\ . l M ~ U . ~ ~ ~ NOTICE OF TRANSMITTAL ADDRESS: 5 r PROJECT t#: BUSINESS NAME: PARCEL NO./LEGAL ~ DESCRIPTION: PROPOSED USE: 3 r~ 1L~t orlc>l CONTACT: PHONE: pa-,-qQ. 2- oca - qz, Z - ~3no,3 , REASON FOR TRANSMITTAL PREAPPLICATION CONFERENCE PRECONSTRUCTION CONFERENCE OTHER: DATE: I 2- 2-2 -~-4 TIME: I m, r DOCUMENTS CIRCULATED ; DISTRIBUTED TO: RECr DESCRIPTION BUILDINGS PLANN[NG ENGINEERS HEALTH SCAPCA F6tE DIST # OTHER: , .-~(-jSite Plan(ne~v) (revised) - • ~ 1 ~ti.Y • :tti.}!.:' ~'::J••f: !}f~ i.V:.i::.::.".ti :.f.' ~•::..i~ii.~:... ~y~~. jt. ~:f .~,1i,+: i::•i: i:ti~:i 1,+~_:{C:$:S.'~ f}}Y.dv... , . r.v. ~ ~ ICritical Materials List . : • L..... .:v. ~ }nx~}:vi}i}.v;:.y:...j•: ' ~ ' . . r} . 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L. :tN .xh:. . . v ..........t;..r, 2~i . ;'i.'... ti•'r' . : : .:r....r...... +.L'•: :..::...r ' • •SS:~. .{i~+l.{•; ::{-i:~i:4$r?:::....... Floor Plan : I :..L . . . . 7;he above i,tems hRvc bccic i received: . Date of Transmittal:J2,, 1 5- Ct_~. Review Coordinator: / Circulatecl by: Spokatie COUIIfy DiVISIO/t Of Buildiirgs * 1026 Wcc1 BroadwRy Avenue * Spokanc, WA 99260 *(509)456-3675 / 1 I{ ; i~ " ~ p U N T Y S P O K A N E n _ OFFICE OF THE COUNTI' ENGINEER • A DNISION OF'CHE PUBLiC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Ronald C. Hormann, P.E., County Engineer Kevin McMulkin Simpson Engineering N 909 Argonne Rd. Spokane WA 99212 926-1322 ~ Kevin; In regards to the road improvement on Sharp & Howe Rd.: Please include these notes on your Road Plans when you revise them with the approaches shown. 1) A Licensed Surveyor hired by the owner or contractor will check the curb forms for all grades less than 0.8% before pouring concrete. 2) Spokane County will water test all curb and gutter for proper drainage. 3) Any curb and gutter which does not drain properly will be removed and replaced at owners expense until proper drainage is achieved. Please submit updated road plans on-a mylar. Include the owners signature on this mylar. . 5 a ly, Paul Lennemann, E.I.T. Ron Horman, P.E. County Engineer 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 • , j ~I • 7- z ta 1\1 r-:i r~ 0 r; rrc LJ L E 1-1 Y n1`; 0 L. ca c, Y D A-1" f= Ey /27/9-4 L'i iS3: Gf'•d i- I~~C i- ` ln! Ni La ilL.1 l._ 1•::: xN BASIh! I7+7:5) i 0 19a- 75j f='FtCIJLCT PJAMC ~ HA%:I {\l;; C;CIMf--'EaNY DE--S Ch 7:1=' l- It7 N ~ HC) WE 'M°C' REE1" . ci L1 L+ A I; EFl o (--)9 ri f_: R r: Ci l.J 1::+ FF i 1=i l=: A 1 R'!.1 kI C:l FF Cf 7 r: f=" i= :1: C:L [:1W "i" „ c-) T CJ 1" F i I_ .09 i iC:1=Z E;:i f.1 f7 f"1 PQ STTE F=i U fu C7 F' F:-- L:. U k:. F' 1=" f::[ F.: Rl "f o9 QVL_I°tL_AND FLnW 'vAl__l..lEfvi C t' 1. 1V .0J. 6 , s CHANNEL F'-- L OW VAL..IJE S , L 1:~ i 1 .cl.0 Nl. W4 ~ 7':? _ r o 167 w,ASy~ ~ c:, - ~►0 2 13 , . t::y C)'I A4 • T D . 1 C) t] '21 CC3MPU'1"EI7 ti'ALUL-ca 28578 U•c~ FCtST~~ c~ I) lJ r)c_a 3s/01-VAL ~G G? C) .26 EXP DATE 10/4/ G F-1 e ~ b s-~'k hg s't hgle~ Barrel prywetl 0.30 cFs oUT) S~a. 1g-~So i~ discL►AroJ~ o~~t~t fbr storv~wa~e.lr. ~ f° . , Simpson Engineers, Inc. Project: Haskins N 904 Rrgonne Road 926-1322 Job No.: 13042 Spokane, WA 99212 Disc.No.: 15 file Name: 13042 TYPICAL SECTION DATp 27-Jun-94 Roadway half width ENTER--> 20 • 01:08 PM Road Name ENTER--> Nowe St. left or Right EhTER--> RIGNT Curb Type TYPE 8 COUNTY Station Interval ENTER--> 50 MINIMUh9 MAXIMUM Curb El. Curb El. Edge Pave. CEhTER $ SLOPE EOGE DIST. ~ SLOPE EDGE DIST FROM (-4.5$ (-2% to Gutter LINE CENTER- PRVEMENT C/L TO C/L TO PAVEMENT EDGE PVMT.from E/P + FROM E/P + SELECT- Gesign Top Curb STATION EIEVATION LINE ELEVATION E/P EDGE PAVE ~ SLOPE TO CURB CURB HG1) CURB HGT) ED ELEV % GRADE ~ Grade E X• 1826.00 1942.47 1942.10 10.30 -3.54 4.70 1942.12 1942.32 1942.b6 SX, 2.38 187b.00 1942.39 -0.16 1942.04 10.30 -3.40 -0.12 9.70 1942.06 1942.2b 1942.24 -2.26 -0.88 192b.04 1942.32 -0.14 1942.08 10.20 -2.35 0.08 9.30 1442.09 1942.34 1942.27 -2.35 0.06 1916.00 1942.51 0.50 1942.57 11.30 0.00 0.98 8.70 1942.63 1942.81 1942.13 -3.12 0.42 2026.00 1942.39 -0.36 1442.21 11.00 -1.b4 -0.12 9.00 1942.26 1442.45 1942.26 -4.41 -0.94 201b.00 1942.43 0.08 1942.15 10.30 -2.12 -0.12 9.10 1942.17 1942.37 1942.17 -4.45 -0.18 2126.00 1942.56 0.26 1942.29 10.00 -2.70 0.28 10.00 1942.24 1942.51 1942.42 -3.00 0.54 211b.00 1942.18 0.44 1942.50 10.00 -2.80 0.42 10.00 1942.50 1942.72 1942.67 -2.53 0.50 2226.00 1943.01 0.46 1942.69 10.50 -3.05 0.38 9.50 1942.12 1942.42 1942.92 -1.94 0.50 E X. 2257.34 1943.22 0.67 1942.9b 12.70 -2.05 4.86 1.30 1943.08 1943.23 1943.46 -4.57 0.51 f Simpson Engineers, Inc. Project: Haskins N 909 Argonne Road 926-1322 Job No.: 13042 Spokane, WA 99212 Disc.No,: 15 File Narne: 13042 TYPICAL SECTION DATA 21-Jun-94 Roadway half width ENTER--) 20 01:08 PM Road Name ENTER--) Sharp St. left or Right ENTER--) RIGHT • Curb Type TYPE 8 COUNTY Station Interval ENTER--) 50 MINIMUM MAXIMUM Curb El. Curb El. Edge Pave. CENIER $ SLOPE EDGE DIS1. ~ SLOPE EDGE DIST FROM (-4.5% (•2% to Gutter LINE CENTER- PAVEMENT C/L TO C/L TO PAVEMENT EDGE PUMT.from E/P + FROM E/P + SELECT- Design Top Curb STATION ELEVATION LINE ELEVATION E/P EDGE PAVE t SLOPE TO CURB CURB HGT) CURB HG1) ED EIEV $ GRADE $ Grade E.R• 550.00 1943.15 1943.26 12.40 -3.95 7.60 1943.37 1943.52 1943.39 -4.18 600.00 1943.87 0.24 1943.61 10.60 -2.45 0.70 9.40 1943.64 1943.84 1943.64 -4.49 0.50 650.00 1943.90 0.06 1943.66 10.80 -2.22 0.10 9.20 1943.10 1943.89 1943.89 -2.01 0.50 100.00 1944.27 0.14 1944.14 12.00 -1.08 0.96 8.00 1944.23 1944.40 1944.39 -2.08 1.00 150.00 1944.19 -0.16 1944.00 13.50 -1.41 -0.28 6.50 1944.16 1944.29 1944.19 -3.90 -0.40 800.00 1944.23 0.08 1443.70 16.00 -3.31 -0.60 4.00 1943.91 1944.04 1943.98 -4.20 -0.42 ~ X. 838.10 1944.19 -0.10 1943.59 15.50 -3.81 -0.29 4.50 1943.84 1943.92 1943.82 E X.-5.17 -0.42 . r 'w Simpson Engineers, Inc. Project: Haskins N 909 Argonne Road 426-1322 Job ito.: 13042 Spokane, WA 99212 Disc.No.: 15 file Name: 13042 TYPICAL SECTION DA1A 21-Jun-94 Roadway half width ENTER--> 20 12:14 PM Road Name ENTER--> Howe St. ' left or Right ENTER--> RIGHT Curb Type TYPE B COUNTY Station Interval ENTER--> 50 MIIIIMUM MAXIMUM Curb EL. Curb El. Edge Pave. CENTER % SIOPE EDGE DIST. % SLOPE EDGE DIST FROM (-4.5% (-2% to Gutter IINE CEHTER- PAYEMENT CJL TO C/L TO PAUEMENT EDGE PVMT.from E/P + FROIi EjP + SELECT- 4esign Top Curb SIATIOM ELEVATION L1NE EIEVATION E/P EDGE PAVE ~ SLOPE TO CURB CURB NGT) CURB HGT) ED ELEV % GRADE % Grade 1652.00 1942.37 1942.15 10.60 -2.08 9.40 1942.16 1942.38 1942.47 -0.82 1616.00 1942.43 0.25 1942.10 10.00 -3.30 -0.21 10.00 1942.10 1942.32 1942.61 1.41 0.58 1726.00 1442.44 0.02 1942.15 10.00 -2.90 0.10 10.00 1942.15 1942.37 1942.14 2.41 0.26 1776.00 1442.47 0.06 1942.15 10.00 -3.20 0.00 10.00 1942.15 1942.37 1942.85 3.11 0.22 1826.00 1942.41 0.00 1942.10 10.30 -3.59 -0.10 9.10 1942.12 1942.32 1942.68 2.38 -0.34 1876.00 1942.39 -0.16 1942.04 10.30 -3.40 -0.12 9.70 1942.06 1942.26 1942,43 0.06 -0.50 1426.00 1942.32 -0.14 1942.08 10.20 -2.35 0.08 9.80 1942.09 1942.30 1442.32 -1.75 -0.22 1916.00 1942.51 0.50 1942.51 11.30 0.00 0.98 8.14 1942.63 1942.81 1942.31 -8.13 0.10 2026.00 1942.39 -0.36 1942.21 11.00 -1.64 -0.72 9.00 1942.26 1442.45 1942.63 0.47 0.52 2016.00 1942.43 0.08 1942.15 10.30 -2.12 -0.12 9.10 1942.17 1942.31 1942.13 2.38 0.20 2126.00 1942.56 0.26 1942.29 10.00 -2.70 0.28 10.00 1942.29 1942.51 1942.88 2.41 0.30 2116.00 1942.78 0.44 1942.50 10.00 -2.80 0.42 10.00 1942.50 1442.12 1943.12 2.16 0.48 2226.00 1943.01 0.46 1442.69 10.50 -3.45 0.38 9.50 1942.12 1942.92 1943.31 2.94 0.38 2251.30 1943.22 0.61 1942.96 12.70 -2.05 0.86 7.30 1943.08 1943.23 1943.36 0.26 0.16 t, ~ i ~ V 0 p- 0 V__ d'1 L . x y ~ • Simpson Engineers, Inc. Project: Haskins N 909 Argonne Road 926-1322 Job No.: 13042 Spokane, WA 99212 Disc.No.: 15 File Hame: 13042 TYPICAL SECTION DATA 21-Jun-94 Roadway half width ENTER--> 20 12:14 PM Road Name ENTER--> Sharp St. Left or Right ENTER--> RIGHT Curb Type TYPE B COUNTY Station Interval EN1ER--> 50 MINIMUM MAXIMUM Curb El. Curb EL. Edge Pave. CENTER % SIOPE EDGE DIST. ~ SLOPE EDGE DIST FROM (-4.5$ (-2% to Gutter LINE CENTER- PAVEMENT C/L TO C/L TO PAVEMENI EDGE PVMT.from E/P + FROM EjP + SELECT- Design Top Curb STATION ELEVATION LINE ElEVA1I0N EfP EDGE PAVE % SLOPE TO CURB CURB NGT) CURB NGT) ED EIEV % GRADE $ Grade 550.04 1943.15 1943.26 12.40 -3.95 1.60 1943.37 1943.52 1943.10 0.90 604.00 1943.87 0.24 1943.61 10.60 -2.45 0.10 9.40 1943.64 1943.84 1943.41 -1.48 0.42 650.00 1943.90 0.06 1943.66 10.80 -2.22 0.10 9.20 1943.10 1943.89 1944.09 0.58 0.36 700.00 1944.21 0.14 1944.14 12.00 -1.08 0.96 8.00 1944.23 1944.40 1944.21 -3.92 0,36 150.00 1944.19 -0.16 1944.00 13.50 -1.41 -0.28 6.50 1944.16 1944.29 1944.17 -4.30 -0.24 800.00 1944.23 0.08 1943.70 16.00 -3.31 -0.60 4.00 1943.91 1944.04 1943.91 -7.00 -0.52 838.10 1944.19 -4.10 1943.59 15.50 -3.81 -0.29 4.50 1943.84 1943.92 1943.82 -5.11 -0.24 ~ i S c.) C4- • O LL- 0 ~ . o-i vi x va . 6impson Encyneem, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926-1322 • Fax: 926-1323 , TO: PAkbL LEiVNENtiANN f E.1,7. 5 P o K A N E doU n1 TY ENdir dE F' x, nr l DEP'i", SUBJECT: Ha wE 51'RCET AN D SNA9? AVE, 6DATE: ! /2-1 1.94 ~ cx GI u,d e-j .o r ~p c~.r e v i e w a re p r i`►~" s o -f'k ~ vr ev~ i s eJ s~'r e e.-}- a h aK d •r r 1 e fo r S+ree,i ~ w ckv%d ~kckr o Aveptue. . AI so ' ~v►~l~.d~~ are c * -s r i-ke. t 2v ise-44 Cur~` glraae- CaIC w la.f 1"0 K she-p'f"s o (1-he sotA+~ 1rmit prn"%e-cf hcxs 6e.e.h Carre.e.+e.d 5+a. istZ3 , iAsteCA J of S-i'a. Ilof sz as Previoulsfu 5 Wo w h oV% ~Owe_ Si'. , D~ a i~.~ e. Cq I c L a.f ib h s ~-o r J ~ ~ Bo;Ne. Si-_ -~row, Sfick. i`Z t°1S +m 19-f75 are InC-lude-d. Also, i~c'lu~d~c~ i s a cle si'an 4ev; a.+ ibh 9req ue.s f- ~o r c- ur ~rad~s less +hah 0.$17o , av~d $31D.vo clnecl~. , ~ti~►~k YOIA jw. InInA.. ~v t-,~ ~ , ' cr~~a ~rvnAi.' • - . - . Signed 7 ` S P O K AIS7 E C O U N' T Y - OFFICE OF THE COUNTY ENGINEER • A DMSION OF THE PUBLIC WORKS DEPARTMEM Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director Date: ~ ~ ~ I y SUBJECT: C L P~, Sn~~ RECE-FIIVED ~~+►FMS tQ Gentlemen: J(1N 2 1994 Ro6ep,T I?aaoa1( SiL CaDE EN~OFiCEMENT A review of the road, drainage, or site plan for the above-referenced building permit has been accomplished. Areas of concern to us are indicated in red on the attached plan set and calculations marked "ORIGINA.L". Please make the corrections and resubmit them to the Building Department in order that the review process may proceed. When the Dlans are resubmitted, mark all chanLyes on the revised Drint in color and include the mark-up. Please note that the plan set and calculations marked "ORIGINA.L" are official public documents, and must be returned with the revised plans and calculations. Review of the revised plans and calculations will not proceed until the "ORIGINAL" set is returned to the County. If you have any questions about this review, please contact us at 456-3600. Thank you. Very truly yours, Ronald C Hormann, P. E. S ~ne County Engineer Robert Turner, E.I.T. j Plans Review Engineer ~ 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 4 E. 3724 FRONT ~ ~r PHONE (509) 535-2978 • FAX (509) 534-4097 P.O. BOX 4219, SPOKANE, VYA 99202-0219 ~ June 1, 1994 To: Robert Turner REcEIV;:D PReview En ineer g JUN o 2 1994 From: Roger Almquist CODE ENFpRCE Project Coordinator MENT Subject: CCR, Inc. (Gensco) ~ Enclosed please find revised plans for site drainage (DRZ). Changes are lughlighted in yellow. Originals are also enclosed. Enclosure Spokane County Engineers Project: GENSCO N. 811 Jefferson 456-3600 Job No.: b 93180 Spokane, WA 99201 Disc.No.: File Name; }k TYPICAL SECTION DATA 14-Jun-94 Roadway half width ENTER--> 20 10:37 AM Road Name ENTER-> Left or Right ENTER-> Curb 7ype TYPE A COUNTY Station InteNal ENTER--> MINIMUM Curb EL Curb EL Edge Pave. CENTER % SLOPE EDGE DIST. % SLOPE EDGE DIST FROM (4,5% (-2% to Gutter LINE CENTER- PAVEMENT CIL TO C!L TO PAVEMEN EDGE PVM from E/P + FROM E!P + SELECT- Design Top Curb STATION ELEVATION LINE ELEVATION EIP EDGE PAVE % SLOPE TO CURB CURB HGT) CURB HGT) ED ELEV % GRADE % Grade 1 550.001 43.751 1 43.261 12.401 -3.95 0.001 7,601 43.421 43.11 43.761 -2.00 7.961 0.65 1 600.001 43.871 0.241 43.621 10.601 -2.36 0.721 9.401 43.701 43.431 44.061 -2.00 0.601 0.63 650,001 43.90 ~ 0.061 43.651 10.801 -2.31 0.061 9.201 43.741 43.471 44.101 -2.00 0.07 0.63 700.001 44.27 0.401 44.131 12.001 -1.17 0.511 8.001 44.271 43.971 44.621 -2.00 1 1.04 0.651 1 750.001 44.19 -0.16 i 44.001 13.501 -1.41 -0.26 1 6.501 44.211 43.871 44.541 -2.00 1 -0.16 1 0.67 800.001 44.231 0.081 43.711 16.00 ~ -3.24 -0.58 1 4.001 44.031 43.631 44.33 -2.00 1 -0.42 1 0.70 838,001 44.191 -0.11 43.591 15.501 -3.87 1 -0.32 ~ 4.501 43.891 43.501 44.19 -2.00 -0.36 1 0.691 I I I I I I I I I I I I I I I l I I I I ( 1652.001 42.37 2,56 42.151 10.601 -2.08 1 2.551 9.401 42.231 41.96 42.591 -2.00 1 2.581 0,63 1676.001 42.431 0,25 42.091 10,00 -3.40 1 -0.25 1 10.001 42.14 i 41.89 42.521 -2.00 1 -0.33 I 0.631 1726.001 42.441 0.02 42.151 10.00 -2.90 1 0.121 10.001 42.201 41.95 42.58 -2.00 1 0.121 0.63 • 1776.001 42.471 0.06 42.151 10,00 -3.20 1 0.001 10.001 42.20 ~ 41.95 42,58 -2.00 1 0.001 0.63 1826.00 42.471 0.00 42.111 10.30 -3.50 1 -0.08 9.701 42.17 I 41.92 42.541 -2.00 1 -0.06 I 0.63 1876.00 42.391 -0.16 1 42.041 10.301 -3.40 I -0.14 9.701 42.10 41.851 42.471 -2.00 1 -0.14 1 0.63 . 1926.00 42.32 -0.14 i 42,08 10.201 -2.35 1 0,08 9.801 42.14 41.881 42.511 -2.00 1 0.071 0.63 1976.00 42.57 0.501 42.57 11.301 0.001 0,98 8.701 42.681 42.401 43.041 -2,00 1 1.051 0.641 2026.00 42.39 -0.361 42.211 11.001 -1.64 1 -0,72 9.001 42.311 42.031 42.671 -2.00 1 -0.74 0.641 2076.00 42.43' 0.08 42,151 10.34 •2.72 -012 9.701 42.211 41.96 42.58 -2.00 1 -0.17 0.631 2126,00 42.561 0,26 42.29 10.00 -2.70 0.28 10.001 42.341 42.09 42,72 -2.00 1 0.261 0.631 2176.00 42.78 0.441 42.50 10.001 -2.80 1 0.421 10.001 42.551 42.30 42.93 -2.00 1 0.421 0.631 2226.00 43.01 0,46 42.691 10.501 -3.05 1 0.381 9.501 42.761 42.50 43.13 -2.00 1 0.41 0.631 2257.00 43.22 0.68 42.961 12.701 -2.05 1 0.871 7.301 43.131 42.811 43,471 -2.00 1 1.10 0.661 Spokane County Engineers Project: GENSCO N. 811 Jefferson 456-3600 Job No.: b 93180 Spokane, WA 99201 Disc.No.: File Name: ~ TYPICAL SECTION DATA 14-Jun-94 Roadway half width ENTER--> 20 10:37 AM Road Name ENTER--> Left or Right ENTER--> Curb Type TYPE A COUNTY Station Interval ENTER--> , MINIMUM MAXIMUM Curb EL. Curb EL. Edge Pave. CENTER % SLOPE EDGE D1ST. % SLOPE EDGE DIST FROM (45% (-2% to Gulter LINE CENTER- PAVEMENT C1L TO CIL TO PAVEMEN EDGE PVMTfrom E/P + FROM EIP + SELECT- Design Top Curb STATiON ELEVATION LINE ELEVATION EIP EDGE PAVE % SLOPE TO CURB CURB HGT) CURB HGT) ED ELEV % GRADE % Grade 1 550,001 43.751 1 43.261 12.401 -3.95 1 0.001 7.60 43.421 43.611 43.751 -0.13 1 7.951 1 600.001 43.871 0.24 43.621 10.601 -2.36 0.721 9.40 43.701 43.931 43.871 -2.66 1 0.24 1 650.001 43.901 0.06 43.651 10,801 -2.31 0.061 9.201 43.741 43.97 i 43.901 -2.72 1 0.06 700.001 44.271 0.401 44.131 12.00 ~ -1.17 0.511 8.00 44.271 44.471 44.271 -4.50 1 0.74 750.001 44.191 -0.16 1 44.001 13.501 -1.41 -0.26 1 6.50 44.211 44.371 44.191 -4.77 1 -0.16 ~ 800.001 44.231 0.081 43.711 16.001 -3.24 -0.58 1 4.00 44.031 44.131 44.231 0.48 0.08 ~ 838.001 44,191 -0.11 1 43.591 15.501 -3.87 1 -0.32 1 4.50 43.891 44.001 44.191 2.22 -0.11 1 I I I I I I I I I I 1 I 1 I I I I ~ I l I I ~ I 1 I 1 1652.001 42.371 2.561 42.151 10.601 -2.08 1 2.551 9.40 42.231 42.461 42.471 -1.91 1 2.57 1. 1 1676.001 42,43 J 0.251 42.09 ~ 10.001 -3.40 1 -0.25 1 10.00 42.141 42.391 42.611 0.201 0.58 1 1726.001 42.441 0.021 42.151 10.001 -2.90 1 0.121 10.00 42.201 42.451 42.741 0.901 0.26 ~ 1776.001 42.471 0.061 42.15 ~ 10.001 -3,20 1 0.001 10.00 42.201 42.451 42.851 2,00 0.22 1826.00 42.471 0.001 42.111 10.301 -3.50 -0.08 I 9.70 42.171 42.421 42.681 0.72 -0.34 11876.00 42.39 -0.16 1 42.041 10.301 -3.40 -0.14 1 9.70 42.101 42.35 42.43 -1.13 1 -0.50 1 1926.00 42.32 -0.14 1 42.08 10.201 -2.35 0.081 9.801 42.141 42.38 42.32 -2.65 1 -0.22 1 1976.00 42.571 0.501 42.57 11.301 0.001 0.981 8.701 42.68 42.90 42.37 -8.05 1 0.101 2026.00 42.39 -0.36 1 42,21 11.001 -1.64 1 -0.72 1 9.001 42.31 42.53 ~ 42.63 -0.89 0.521 2076.00 42,43 0.081 42.151 10 30 1 -2.72 1 -0.12 1 9.701 42.211 42.46 42.73 0,82 0.201 2126.00 42.56 0.261 42.291 10.001 -2.70 1 0281 10.00 42.34 42.59 42.88 4.90 0.301 2176.00 42.78 0.441 42.501 10.001 -2.80 1 0.421 10.00 42.55 42.801 43,12 1.201 0.48 2226.00 43.01 0.461 42.691 10.501 -3.05 0.38 1 9.501 42.761 43.001 43.31 1.261 0.38 2257.00 43.221 0.681 42.961 12.701 -2.05 0.871 7.301 43.131 43.311 43.36 -1.33 1 0.17 Spokane County Engineers Project: GENSCO N. 811 Jefferson 456-3600 Job No.; b 93180 Spokane, WA 99201 Disc.No.: TYPICAL SECTION DATA File Name: 14-Jun-94 Roadway haff width ENTER-> 20 11:06 AM Road Name ENTER--> Left or Right ENTER-> Curb Type TYPE A COUNTY Station Interval ENTER-> MINIMUM Curb EL. Curb EL. Edge Pave. CENTER % SLOPE EDGE DIST. % SLOPE EDGE DIST FROM (4,5% (-2°,b to Gutter C~~ G~~~er LINE CENTER- PAVEMENT C1L TO CIL TO PAVEMEN EDGE PVMT irom ElP + FROM E1P + SELECT- Design ~Top Curb STATION ELEVATION LINE ELEVATION EIP EDGE PAVE % SLOPE TO CURB CURB HGT) CURB HGT) ED ELEV 96 GRADE /o Grade ~P I 550.00 43.751 1 43.261 12.401 -3,95 0.00 7.601 43.421 43.11 43.75 -0.13 1 7.951 0.50 0.24 ~ 600.00 43.871 0.241 43.62 i 10.601 -2.36 0.72 9.401 43.701, 43.43 43,87 -2,66 1 0.24 i 0.50 0.06 ~ 650.001 43.90 0.061 43.65 i 10.801 -2.31 1 0.061 9.201 43.741 43.47 43.90 -2.72 1 0.061 0.50 0.74 ~ 700.001 44.27 0.401 44.13 i 12.001 -1.17 1 0.511 8.001 4427 I 43.97 44.27 -4.50 1 0.74 j 0.50 -0.16 750.001 44.191 -0.16 1 44.001 13.501 -1.41 1 -0,26 6.501 4421 ~ 43.87 44.19 -4.77 1 -0.16 1 0.50 0.08 800.001 44.231 0.081 43.711 16.001 -3.24 1 -0.58 4.001 44.031 43.63 44.23 0.481 0.081 0.50 -0.11 838.00 44.19 -0.11 1 43.59 i 15.501 -3,87 1 -0,32 4.501 43.891 43,50 44.19 2.221 -0.11 1 0.50 5.21 I I I I I, I I I I I, I I I I 1652A0 42.37 2,56 42.15 10.601 -2.08 2.55 9.401 42 23 1 41.961 42.47 -1.91 2.57 0.501 0.58 1676,00 42.43 0.25 42.09 10.001 -3.40 1 -0.25 ~ 10,00 42,141 41.891 42.61 0.201 0.581 0.501 0.26 1726,00 42.441 0.02 42.151 10.001 -2.90 1 0.121 10,00 42.201 41.95 42.74 0.901 0.261 0,50 0.22 1776.00 42.471 0.06 42.151 10.001 -3.20 1 0.001 10.001 42.201 41.95 42.85 2.001 0.22 ~ 0,50 -0.34 182600 42.47 0.001 42.11 10.30 -3.50 1 -0.08 1 9.701 42.17 ~ 41.92 42.68 0.721 -0.34 j 0.50 -0.50 • 1876.00 42.39 -0.16 1 42.04 10.30 -3.40 1 -0.14I 9.701 42.10 ~ 41.85 42.43 -1.13 1 -0,50 1 0.50 -0.71 1926.00 42.32 -0.14 42.081 10.201 -2.35 0.08 1 9.801 42.141 41.88 42.32 -2.65 j -0.22 1 0.50 0.10 1976.00 42.57 0,50 42.571 11.301 0.00 0.981 8.701 42.68 42.44 42.37 -8.05 1 0.101 0.50 0.52 2026.00 42.39 -0.36 1 42.21 i 11.001 -1.64 1 -0.72 1 9.00 42.31 42.03 42.63 -0.89 1 0.521 0.50 0.20 ' 2076.00 42.43 0.081 42.15 i 10.301 -2.72 1 -0.121 9.70 42.21 41.96 42,73 0.821 0.20 i 0.50 0.30 2126.00 42.56 0.261 42.29 i 10.001 -2.70 0.281 10.001 42,34 42.69 42.88 0.90 j 0.30 i 0.50 0.48 2176.00 42.78 0.441 42.501 10.00 i -2.80 0.421 10.001 42.551 42.30 43.12 1.201 0.481 0.50 0.38 2226.00 43.01 0.46 I 42.691 10.501 -3.05 I 0, 38 1 9.501 42.761 42.50 43.31 1.261 0.381 0.50 0.16 2257.00 43.221 0.681 42,961 12.701 -2.05 ~ 0.871 7.301 43.131 42.811 43.36 -1,37 1 0.161 0.50 1.90 ~K POL u /G ~n~ ~ Uoy5 510P-0- Spokane County Engineers Project: GENSCO N. 811 Jefferson 456-3600 Job No.: b 93180 Spokane, WA 99201 Disc.No.: File Name: TYPICAL SECTION DATA 14-Jun-94 Roadway half width ENTER-> 20 11:06 AM RoadName ENTER-> Left or Right ENTER-> Curb Type TYPE A COUNTY Station Interval ENTER-> MINIMUM Curb EL Curb EL Edge Pave. CENTER % SLOPE EDGE DIST. °r6 SLOPE EDGE DIST FROM (4.596 (-2% to Gutter 0~d~~ LINE CENTER- PAVEMENT CIL TO CIL TO PAVEMEN EDGE PVMT from EIP + FROM EIP + SELECT- Design Top Curb ~ STATION ELEVATION LINE ELEVATION E1P EDGE PAVE SLOPE TO CURB CURB HGl) CURB HGT) ED ELEV % GRADE 96 Grade ~XQ05~~ ~p 550.001 43.751 43.261 12.40 -3.95 1 0.001 7.601 43.42 43.11 43.75 -2.00 1 7.951 0.64 0.65 600.001 43.871 0.24 43.621 10.60 -2.36 1 0.721 9.40 43.70 43.43 43.87 -2.00 1 0.241 0.44 0.07 650.001 43.901 0.061 43.651 10.80 -2.31 1 0.061 9.20 43.741 43.47 43.90 -2.00 1 0.061 0.43 1.01 700.001 44.271 0.401 44.131 12.001 -1.171 0.511 8.00 44.271 43.97 44.27 -2.001 0.741 0.30 -0.20 750.001 44.191 -0.16 1 44.001 13.501 -1.411 -0, 26 1 6.50 44.211 43.87 44.19 -2.00 1 -0.16 i 0.32 -0.48 800.001 44.231 0.081 43.711 16.001 -3.24 1 -0.58 4.001 44.031 43.63 44.23 -2.00 1 0.081 0.60 -0.34 838.001 44.191 -0.11 1 43.591 15.50 -3.87 1 -0.32 4.50 43.89 i 43.50 44.19 -2.00 1 -0.11 1 0.69 5.19 I I I I ~ ~ I I I I I I I I 1652.001 42.371 2.56 42.15 i 10.601 -2.08 j 2.551 9.401 42.23 i 41.96 42.47 -2.00 1 2.57 0.51 -0.30 1676.001 42.431 0.251 42.091 10.001 -3.40 i -0.25 1 10.001 42.141 41.89 42.61 -2.00 j 0.581 0.72 0.12 1726.001 42.441 0.021 42.151 10.001 -2.901 0.121 10.001 42.201 41.95 42.74 -2A01 0.261 0.79 0.00 1776.001 42.471 0.061 42.151 10.001 -3.20 0.001 10.001 42.20 i 41.95 42.85 -2.00 1 0.221 0.90 -0.07 1826.00 42.47 0.001 42.11 10.301 -3.50 -0.08 1 9.701 42.171 41.92 42.68 -2.00 1 -0.34 i 0.76 -0.14 1876.00 42.39 -0.16 1 42.04 10.301 -3.40 1 -0.141 9.701 42.101 41.85 42.43 -2A01 -0.501 0.58 0.08 1926.00 42.32 -0.14 1 42.081 10.20 -2.35 0.081 9,50 42.141 41.88 42.32 -2,00 1 -0.22 i 0.44 1.02 • 1976.00 42.57 0.501 42.571 11.30 0.00 0.981 8.70 42.681 42.40 42.37 -2,00 1 0.10 -0.03 -0.73 2026.00 42.39 -0.36 1 42.211 11.001 -1.64 -0.72 1 9.001 42.311 42.03 42.63 -2.00 1 0.52 0.60 -0.15 2076.00 42.43 0.081 42.151 10.301 -2.72 -0.12 I 9.701 42.211 41.96 42.73 -2.00 1 0.201 0.77 0.27 2126.00 42.561 0.26 42.291 10.001 -2, 70 1 0.281 10.001 42.341 42.09 42.88 -2.00 1 0.301 0.79 0.42 2176.00 42.781 0.44 42.501 10.001 -2.80 1 0.421 10.00 i 42.551 42.30 43.12 -2.00 1 0.481 0.82 0.40 2226,00 43.011 0.461 42.691 10.501 -3.051 0.381 9.501 42.761 42.50 43.31 -2.00 1 0.381 0.81 1.01 2257,00 43.221 0.681 42.961 12.701 -2.05 I 0.871 7.301 43,131 42.81 43.36 -2.00 1 0.161 0.55 1.90 0.0 (.f016 S Iep-a- Uo~% lexfos,A ~ ' CLARENCE E. SIMPSON -~1C~ineens, Inc. 1941-1987 %5mmpson ■ HIcHARD L. sIMPsaN Cf111L ENGINEERS AND LAND SUR1IEYORS CHARLES E. SIMPsoN Licenced rr, Washington arrd ldaha N. 909 Argonne Road Spokane, WA 99212 {509} 926-1 322 Fax: 926-1 323 June 11, 1994 Bill Hemmings P.E. Development Services Engineer/ Manager Spakane Caunty Engineers W. 1026 Broadway Avenue Spokane, Washington 99260 Dear Bil1: Our firm has been retained by The Haskins Campany to design the road improvernents along Hawe ancl Sharp Street for the Genco Froject. This project has existing curb except for ane area of approxi- mately 40 feet a~ong Sharp. Frorn the enclosed two wor}c sheets you can see t~at the existing cu~b varies from 0.06% to 0.74 % within 50 feet stations with na real consistent grade. I have had two different discussions with Paul Linneman of your departrnent about the problems af designing a grade that can meet your department requirements. He felt that I should write this letter to you showing that it is impossible to design a rQadway for this project using the existing curb and the requirement of 2% tv 4. 5% from the edge of pavement. I woulc~ appr~:ciate any ic~eas on how this pra~ect can be compl.eted to the Cvu,nty's satisfaction so that The Haskins Carnpany can be issued a b-uilding permit. SincerelY. F_ r -.X, - _ ~harles E. Simgson ciuil Engineer cc Roger Almquist The Has}cins Company ~ , , • c 4'••4`r► N-A~ ~G CC,~ ~uc `_,1 O'~~ i';, j 0 vc- h ".To av"-: < v ( J ~ ~ - 4- 2 4- t., + v. 5 9 ~ • 9 4-p ~ ~ 0" ?c.~7 L~- "rl Q, 9 0 '7 10 ~ ~ . 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JJ Q • t - , ~ ~ ~ . ~ = ~ c - Y ~ aG _ o. ~ =1, o i-A 05 O ~ ~ ; f ^ o ~3 ~ ~ • ~ ~ , -r ► -3 o t 5.• ~ r ~ ~g D 3,,..- c,_, O • -7 _-7" ~4 Q 3 - ~ a ~ - 2s '44_3.~a cd 4.4- qr t ~ . ~ -2,6- , ~4 G~~•c ,~b ~ ~ l r e- G 1~ ~ 1 ~ ,~~-j•2°`~ 43 ~ 0~~.. ~ ~ i to c~ ~c~D• ~ ~ ~ h F~-~c " O c - ~Q r~-~C • y _p .~Q• Q t► ~ ~i ~ cC? ~ 9- 1 ! Q AA- Z- 0-1> 0 ~ o. tio ~ ~ t~ ~ ~r~ ► ~ ' . ~ ~ .....a.. _ . ~ . JUhI 13 ' 91 11 !33 S I MPSOM-EtiIG. 070 P01 , . ~ . ; - ,v,~.... • FACS M LE ~ ~ . TRANSM SS ON ~ Oate ' ~ . FounOsO 19A6 G l/ jr 94 Rime . ~ ~ impson En9ineers, Inc. , c{vu EnojnQ•tin9, La►+a survoyinQ No of peges ' - . . a ~nQ f'Isnninp ~ To [3~ ~ l H~.~ ~g S F'rom h ~ --j l m, p 3, 0►'1 . , . . . • • •-•,-i~ 0.L`1 Q ~ - (~i. rY1 ~.t. S ~E,~~ u r ~ ~n ► !L C ~ r.6,T f P10 I.C 4- n~ Y• b _ , 1r`~e.~ v~► r ea. O ~ ~ • . (R• C(Q n 4t-4--Lf . ~ ~ ~n A ~ Q i+ 0.`'ro l-1 Q ~^►l v. o.. . J Clarence C'3impson Engincers, Iric. ~(509,) 926-1322. ~ t1 909 Arganne Hoa4 ~ ~ S.pokana WA 99Z12-2784 Fax (500) 32G.1321 JUN 13 ' 94 11: 33 S I MPSOtiI-EtiIG. 0?0 P02 , . • . . C:i ARFNrF F SIMPRnN 6impson r=nqlneers. nc. 1901 1087 RlrHARD L SIMPSON CIVIL ENGINEERS AND LAND SURVEYORS C:HARI FS F';IiUPS(.)N L/cence4 in Washinpron and laaho N. 909 Arqonne Road Spokdiie, WA 99212 (509) 926-1322 Fax: 926-1323 Julie 11, 1994 Bill Hemmings Y.E. Development services Engineer/ Manayer Spokane County Enginaers W. 1026 Broaflway Avenue apokane, Washington 99260 Dear Bill: our firm has been retained by The Haskins Company to flesign the road improvoment3 along Howe and Sharp Street f or the Genco Prnjpnt. ThiE projcct has cxiating curb cxcczpt for one area of approxi- ma t P 1 y 40 f P.P.t a1 ong Sh.a rp. Frnm t.h.p P.T1f,: lAsP..d two taork Fheet s yuu c;an 5ee tilat the exi5tiny c:urb varies frvm 0.06$ tv 0.74 % Within 50 fcct Etationc with no resl aonEiEtcnt gradc. I have haii twu dirreret,L dibc:-ubeiuns wl'L'll Paul Lirttieuitsri uL your department about the problems of designing a grade that can meet your department requirements. He relt that I snould write thi.s letter to you showing that it is impossible tv design a roadway for this project using tha eYisting curb and tha requirement of 2% to 4.5% f rom the edge of pavement. I would appreciate any ideas en how this project can be completed to the County's satisfaction so that The Haskins Company can be ia9ued a building permit. SincPrPly, F_ _ Charles E. Siiupsu,i Civil Enginccr cc Ruger Almquist Tha Haskins Company 1 ■ JUN 13 194 11:34 SIMPSON-ENG. . 070 P03 . . . O w •i I cA \ 1~1 ~ S~TrQ-.~ . . EP I jC74Z tt~5 . C.W I~ .17o ~ ~ p S S 1 o Fa- I~ Ct,r-b C o 5-~-~. 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Q 1 ~ . ~ ~ T~ , C(apc,. ~`j~ope, ' ~,-~r _.,.r,... ti~/` ~ . ~ NOTICE OF TRANSMITTAL ADDRCSS: PROJECT ` $USINESS NAMC: PARCEL NO./LEGAL DESCRIPTIC)N: PROPOSED USE: ! .~.~r~o~s-r - ~ ,E-,c-.~ 3,~/~/~ • ca ~ d / CONTACT: PHONE: REASON FOR TRANSMY`Y"x'AI. , PREAPFLiCA7'TON CONFERENCE PRECON3'1'RUCTION CONFERENCE OTHER: DATE: TIME: DOCUMEN']("S CIRCULATEI3 DISTRIBUTED TO: REM DESCRIATION BUIi.DINGS PLANNING ENGIN,ERSHFALTH SCAPCA FBtE D1ST Or'HIIt: klklffooP-, y ".91SiteAKA& (new) (revised) Critic+I Materiats List . • Pariciag Plaa. ~ . ~ ~ r1 ♦~~I I M~~1 I~ oi I IIM1• ~.~MMM MM MMMM M'. Mw ~ I~M~~MU~~~.w Signage Plaa . 4t~P ao~a Lighting Plan ~ , ~ . - • ~ .r i n • iD,rainage~Pl_an ~ , f D,r:sinaYgt)qCaileul-ations xt I~M ~w+~1M~ _ ~~YMM , • 1~I~~M ~ 11~ IF I 1~ i co,Pay Fces o, o ~ +Inigation Plan Landseape.:Plan ~ - ( r - ~ - , ~ Promisso y♦ " ` " ry Letter .I ~ ~..M ♦.i ~ ,~IpII ~ I 1 M~ ~nM+1I ,•.~N~WMµ ~ M t II,II MI IIII I w M Y~M ~M Y~IIMM ♦ III 1 -jr<j- °Lart'"dscape Cosi Estimate . . ! • , . ~ Traffic Cimulation Plan "--e-;Constcuction Dcawings ,:.."Ftoor Plan ~ I ~ A 1 ~ ~ 1 • ~ . Thc abovc itcros hnvc bccri J'CCCi vctl: ! Date of Transmittal: Review Coordinator: ~ ~ Circtilatccl hy: . • • ~~r. nn-./n t /~'n/11IC/, 7l,7C ~ ~ 1 j~, E. 3724 FRONT PHONE (509) 535-2978 • FAX (509) 534-4097 P.O. BOX 4219, SPOKANE, WA 99202-0219 ~June 8, 1994 Mr. Paul Lenneman Spokane County Engineers 1026 West Broadway Spokane, Washington 99260 Re: Gensco Building 5808 East Sharp Spokane, Washington Dear Paul: Please find enclosed the drainage plan for the above referenced job, with the two changes you requested for the 40' approach and the 6'-6" sidewalk/curb dimension. Simpson Engineers has been retained by our firm to do the road plans, as you requested. The plans will be completed by June 15 and delivered to your office. Sincerely, THE KINS COMPANY ~ Roger Almquist Project Coordinator Enclosure RECEIVED J UN 0 9 1994 SPOKANE COUNTY ENGINEER r • ` NOTICE OF TRANSMITTAL ADDRS.SS: F. 5606 s PIt01 C-C1' lt: $USINESS NAME: PARCEL NO./LCGAL G,CNS CO DE,SCR[I'TION: PROPOSED USE: WHOL~---c>AI.,C- CONTACT: Po~HONE: %r q a REASON FOR TRANSMITTAL , PRfiAPPLiCATiON CONFERENCE PRECONStRUCTION CONFERENCE OTHER: ~2-~~C7 ~ ~ DATE: TIME: QL A`T M14fi' DOCUMENTS CIRCUI,ATED DISTRIBUTED TO: ROM DESCRIPTION BUILDtNGS PLANNING ENGlNEERS HEALTH SCAPCA FIItE DLST 1 C7TF{ER: ~ ISite Plan (new) (revised) ~ ti;;~~ + ~ _ , .-f }q-::•:;;;,7~; • r , w .ti . r cal Matenals List iCn • 1 ^^~i•:~~aSS!?a~~. .~,,s~'~~.V,~'',~..~~.~,'.~~ ~:~:av~-:x:t~r..r1 . n ` w s:5~ y...~ ..~~.ti3>+e < +`.•y • n~h++ . A:ar . r Z " -ir' i • IParlcina Plan. ~ ( Y~. ~ s:i~ . Y. x . p s .s -<< ~ y ~ ~ . 1 ~fi'.v'~w.'-~9'~~Ya'•;~ota~~v"t?'.;~•~~~5:~ :.Z,. .i`~ib ~~C,~ ' ISignage P1an ~i{_.•yy/~/~yf.ti~ :}7G)S~`??~. ~RY ei~~P~. '~i) ♦MMMMM~~MM~N~~M~ A ?0 V)~'. ~f Y•. A\' ' .S 17r wf : r iF ~i •~.n 1~ 4 t~:: .?~.<r~~n ~ ~ I yr5. O.. x. +5~..}:: '2>~}:n}.. i • .L: k~tr,. . r r ~ ~ ~ v ~ ' ~ ~ ~ r. • ~Y'J • r ~ }3ti'.. ~ ~ OS;tyti4:; .c'~+.~ ~ n'`:y' 3v,,y`~`. . t ~,3_~:• ~y ~ ' f~::;y~, c:: : ~t.cti. ~ ~Li htin ~ ~ Plan r .~~2~:.•<'4 . :~.:i.. ay`.~~~;~ ~~i~:..<!`n~k~~d':S~ , . •t' A~ ~ S ~i•~.' y" ~ ~ tir{' :li:ti: . r, ~ } • : . &1.: 'S ' S:}•~! • f ~a' ~ • r,F' n f ~ IDr~uinage Plan ~ ~v.~4~5Ci:•:~~C~.'rt~Y1Y.8~ ~ ~..~"•':SN..+:•r!,.M~+.t~}?%~:{~..5?%~r::r:!??{i~+~:~::.M~:^!~K . . ~~...i:r ♦ " ,'vi"'"' ~.,H' n..!f ~7. I ' r_:ti'1.. 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'•~:<::{{~i:;i Ffr.~• o~({~ ><•~•..x! ~Cr:h ~ ~,S?;,y~ I1 !:'X., ~~x4~5:~:h:4~: •..!o•1:~~•Sf.:7ti!W.t{ik~~{y{~{:~x:.Y.'A.~i.~:~'iW..%:Y?i?!:~}':f:S:'!::~thi?9.•i.yqrri;:i.).~N.~,~y~,:Y. . i y ~}ti' ~Y. . Y}i" 1 _t:; ti S..'_': "r'?:.L•,i k ; ' } Si . : ~y.~:}~~'t (2hti:;:ti•:!j~}~ ~~}~7}:.:`-<Zf.v 2~:.J:'"?~?1~t:^h'~:,~~r`.r;.3v.;1, sQf. J~ibY ~1~ ~v2 F 10o r P 1 an k~ a:a ~,c~' ~..c.:-.~;. ~~iy ~~r t•}':<.•.::: ~~:tj ^•.:';;{~~?'::::;:~;a.,,.4r::>~ ~s'~t~ t~~V~'"~.% I . ~ ~:Jv v ?;i?.\ ~•~::i:ti+{h.:itti'i:{}~.{j ~:tiv:ti:~i.S::X:~: 1:}::C•:ti{:: r.ti:~; { <6 ~..hi 1~ • Ce~. 's I~ k I 1 7C l~ I I ~ I . i I I! I I i I 1 I I~11 I i I I ~ ?hc abovc items hnve beeti . reccived: " Date of Transmittal: f(S)" Review Coorclin• tor: ~ Circulatecl hy: - ~ W-, Rrnililivrtv AveI1fIe * S»okanc, WA 99260 * (509)456-3675 • ~ ~ o K • .r ' ! ...,,Y, . ~ . LO e lk \ Y'+ ad %Ao~ 93 : ~ _ ~ ` ' ,~;1 ~ As 5)4A 90 3 ; -l r3 pqol ~ ~ j ~ ' , ~ 1 t ,{Q, ~ . . ~ ~ 'p Oqp3 ~ ~ . . ~ i ~ - n~- ~ o t/ 'I .:.~Ar Z~~ ~o o py IYo$ P~ r , ~ : ~ 6 1 ~~o r n /l 10 D~~M~ 7 L p+D = I ,~,s ;11 W - 1,l • ' y~ h NOTICE OF TRANSMITTAL ni>»Iti:Sti' - 1) 1 :().iI :c`' i' i/: `0 go~ E I3l1SINFSS NnMI.: PnRCc*L't_ NO./i_rCnL I)I7-.SC}1211'TlC)N: I'IZOI'OSE--U US1;: CON"I'ACT: 1'EiONL: REASON FOR TRANSMITTAL PREAPPLICATION CONFERENCE PRECONSTRUCTION CONFERENCE OTMER: V DATE: TIME: VZ.Vviz;C-cJ nOCUMENTS CIRCULATED D1STRiBUTED TO: KECD DESCR[PT[ON BUfLD(NGS PLANNING ENGINEERS HEAL.TH SCAPCA FIRE D1ST ll OTHER: ✓ISite Plan (newk(revisud)T I/ I I ~ I I I I Cri t ical M ateria ls-L~~ . i~`:~~~:=~:::: =:=_<:~:::=:::=:::>:=:=:::<:=>:i~~s ~ 1 ParkinS Plan 1 ti''•~:. , ~:~?n::yr~:4.ti;;.Xr : t.u... .xt•:,•::::-.:•::-r>_:-r:,::>_:-r::a:;`.•:>: I 1 I 1 -.::?S•i_{:•ii~i<?~:iik,}}..r....~........ - • Y.:1•A•.~Yj A}~:.}1:.•.{•.•.•:.•.:•i :J:l.' ..Y.•f:...1•' •.'.•l:~:~~.•i:t::•:..::.:~•~.~•.~•.~~ ~.•t ~ . -i •:;vrr ~r: r v •'f:•:::. . . . :::.J.... . _ . . y n .~rr::,.~x :~~yr:~ .v........... . _.L~ ~ ~ 1.••...~. _ Stinage U . lan y.;:~:::•.~.::•-::.,.: 'f . y Y ! . . _ !J.•...::::. r.~-.~• h J.:: ':::y::~'L " U T .1{•SG}rx . :::"rr::.:::::::: :?v:.::...... ?:•::4"r:..:rr.~::. 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" • ' . nd.S~PP C0S t L.JIIIIZatL'4i ::'::.:>tiv}::4\:hr. •i.~Y:. •..r.. r:•i: h•: ~ . :n:.::•x••.•::: •~f::•: :~2~'` L A'=,..~:~-.'t:=::'=:~'~•.::::-•::.:~::--:- I::~~ Traffic Circulation Plan + _ :ti. *',*.":".:`:`'.Y.'•::.~::: :::...:;:i r~~: •:r:. ;~f::;.•r ~ 1 I ~ ~ I ~r • `~':==:>:~•.~•.sw..,; . . _ . "_.•.Y.~:. : .......+v;v.x• .t}'t:::?}: ,•,_;?,iii v, e . - :•'v'•"'' W. i- :~:~}~}::j•i}.v' : ".::'::::;iS:: "".~SCP.,4 Snl.~:: v:.~4.? ::4:.~ ::r:::Fi::::::.:. v: vix::.ti ~ Const n.iction D rawin(1s :;=i . :r.>(~:;:.:;::.::-:;::;::::: b ~i:}ryS::{ ;::.y:'~ . :i: i ; \ ..x; :~,,-i•iv : . , v: r r''..r .t~}_.n _K~ ~ . . . ' :~~:~}}ii}'}i}:i:?: v " ' ' ~ =:v....i.:~• "'v""•'r'ti•..{.4r F. . :::~:}:~}i.~:i:::.F.......:"'•" ...~.:..:..:..}i:. : "}Y,'v;\~} ~:ti{•'.i}n'5::~:}:~:: 4::C•:4X4}Y':'':5::;::vii:ti3?t}.:::vn : ~:v•'r}}T:i:4?Ti ~r:yv:}:; . • Eloor Plan . .:•:ix• I I I:.•~''J:.ti':t:fl:l:' ~:.:rn}-.•.'.-~.--f._._~:.-:.~: ;•.:.r.'.Y~•~•t.~__..:..:::l~.,.~::.._ • . •_.....~::.~.`.••~:•.LL I .r . •''tivi:tii4.~....: •:F•:?:?i:i:~i} ~ I ~ I I ~ I I I I ~ I I I I ' , I ~ I I I I I ~ 73ic abovc itcros have becit rccci vetf: Date of Transmittal: Review Coorclinator: --\m 6~N Circulated hy: 5Pokirne Cnma), Divisrou (!f L3uildirrg.r 1026 We.ct Qi•omltvav Ai-eittic f Spuktrnc•. WA 99260 (509)456-1675 I ~ ~ impson 1='nq1nee(.s, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926•1322 • Fax: 926-1323 TO: PAUL LiENNEMANW i 6'- i,'r. 5'?0r-qqE' CaUNTy ~nP6[n!'~ER~nP~; ~EPT, SUBJECT: HowE Sr9FUT qND SHARP AYE', (-PiC HASPnrs cOMPAn,Y) DATE: ep, I Z~ ~ ~ 4 ~h c_Itt d~4 -'For ~tur revi ew are Pr~n+5 -f-he . ~ Siree,t ~tqm a~,d (~v- How~ S~'Fee--f ah4 skctr p AvE: h k e „ AI So I iv4 O-IcLCLe.-d a r e. C of>i es e~ -f4 e. c u rS~ 5 lr N d. 4Z C. Q (c~ I a.-f - i~b w sA ee--f s 3 Qhj c1 r ai h. Q3-e cct r cul ai't)a tis Ho~~ ~-f e e~e-t Q~tJ SG,~i-p Aveiik-e. . Th op%k Yo k t 14v'~ tim.. _ ~'~C,. 2.~,,, i • Signed 4 t ~ ! NOTICE OF TRANSMITTAL ~ IA1D I) IZI:SS: !'RO1C~C-l° Adoo" J 7 2-1 I3USINESS NAME: 1'AI2C[:L NO.iLLGAL ~ 04,1 A r, 0 D CS C[2 I P'I`[ 0 N: PROPOSED USE: . CON7'ACT: PHONE: . - ~ REASON FOR TRANSMZ'I"rAL PREAPPL[CATiON CONFERENCE PRECONSfRUCTION CONFERENCE OTHER: ~ R F ~ C E I V DATE: TIME: ~ -JUI~ 4 4 13% DOCUMENTS CIRC'ULATEn = I cPnrcANF MUNT1. ENGINEER DTSTRiBUTED TO: t- - ~ . - - y . . ,y" RSM DFSCRIPTiON BU[LD[NGS PLANNING ENGINEERS KEALTH SCAPCA FIItE DIST !I OTI-iFR: ~Site Plan (new) (revised) ~t4"•: {A~.,.7~'~~` 1i'iti ~ 1 f` < ~v~n'ry-,'Q' Critical Materials List I I I'-'^'!-4~~:~µ- h~Y,~:~.. . . 'G,~':;\y . . 1~ .r n':K~tv~93?~ n.~•x\~~.+'2G`.~.ay~~~.C~ ti~VYY • , ~.c 00"111§i2d q°`~'.~s . ~Pa~• ~p~ Pl~. w~}:, iSignage Plan . ..;r ~:z~ Lighting Plan v ~i~ ~ A x~ 1 ~ : Q <~A,:•'. v..,. , ~ r ,.Y++~• . ~ ♦ ~ ~~f~~~~i> 1-1 1 > +t;u4 ;iK r~4+,~x;C- ::`'rSfi; <u~~;<:.,~•~~ ,r„ ,y~ <t• ~ .cK ~ `4 ~^r r "fP{i.v~/~h~<' i~`"~F..:.•w.~.- v ~ • ' w • : . Dcainage Plan . 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' . . . . . . . . . . . . . ; ' .y . ~ . ~ . . . . . ~ . . . i ~ ~ ~ . „ _ ~ ~ ~ . . . ~ ~ . . . . . . . . . . '~`y . . . . . . . . . . . . r + ~ ~ ' ~ ~ ~ . ~ . . . ~ . . ~ ~ . ~ . ~ ~ . . U I . ~ . . . . . ~ " ~ ~ ~ . - w . . . . . . . . ~ . 4 i ~ n_.. ~ Q '1T~~ P~~~T~4[~`i'1~~C~ ~ _ , . _ ; e~ ~~~-3~ j' _Q._.._~} , ~ .~W-- . ~ q~~* ~ r~"~ u~n~. °..~:.,..W: ~ --...e,~.. . . . . ~ ~ f..~ ~ 7~f~V~ . . . a~.xi~. . ~ . ~ ~ LJ .r. ; ' . . .~....a....,.~-~-...~.~.--~.o.,._,.,,.,..e.~ ~~~„p=..g.. ~ . _ . _ ~-:-«~Y ~ ~ ~ g ~ ~ ~ ,,.4 .~n ~ ' ` ` ..n.= . ~ ~ ~ 1 u ~ p~ ~ ~ ~ ~...w~..~ .ti m ~ ~ ~ ~ ~ ~ L~GtiB~~ ~EPTH '~,{~1 4 ~ DRY W~~.~ ` ( ~ ~ 5 ~~~DS {~i I~VI `~iJ I 11 -T l1 ~ U f~~} ~ fl ! JI I I `t €3 , ~1 ~ x~ . ~ ~ J~ ~ ' { ~ ; `t~ ~ _~.~e J ~ ' ~f l1 tJ ~ t-~(} ~ 1 It . lf . . . ~ j~ . . ~ . . . . . ~ . . . . . . ~ . . ~ ~ ~ .~-_..,.._..v._._....~_.._..__._.,_ . . . . . . . . t t! . ~ . . . ~ . . ~ . . . ~ ~ ~ ~ . . . . . . . m..~„ . " . . . . . ~ . . . . . . . . ~ ~ , _ _ _ _ _ . . _ _ _ _ _ _ _ _ _ _ _ r _ ..J U l.7 ~ !I _ _ U - , _ T___ . _ ~ ~ fi ~ _ _ ~ / ~ i ~ . 1 E) ~ I . ~ ~ , 451 0„ # R ll%All It aU3i PROJECT ~r ~?~D :~u~3P~1a G~3 . . ~ . . . . ~ ~Ra,na ...,....I C"PC`C har4rc-~t*. Approaef nurrabe?s or oddressov s~iafk b~ rovE .del for a,1 n~ j #~u31dIng s in euch a poeaia€~ as #o be ploin3~+ vis+ble and €e ibCa #rom th~ ePr~f of re~cd #von4l ng the prt?peet}+. ;{~t,6,C. SEGi~ 51 P L I N The fl r or ictnding shall be nat more than 1/2 ' - A / ~nch Cower than ~ the th hold of th~ ~doc~rway, l.c~r~ngs sho13 be tev~ excest for n-_~~t r ' ~ exterior lprwiags w mc} hau~ ~ ~!--~;w no t to exceed 1 j4 htch iP~+~r foci Wre.~ s°~rs over lnn~~s sthe lang. rlng aha11 hove a Ie~`~g.h ~n tF+e dir ic~n of #rc~v~ of no# less €h+~n 5 fee~, (Se~4ic~n 33#?4(1) of the regalcrtioe~ for barrter- f+ ft~cilttles, 'rr~. :x~ , ) ~ . . . . . . . . . . . . . . f a i; ~ ~ ~ . . . . . . . : T,,.~,r- . . . . . . . ~ ~ . . k . a 1 p . . . . . . . . . . _ ~ ,;.r; . . ~ . ~ . . . Pi,L 1i.: o-v .t ~ . ~ . . 1" . . . . . . ~ . . . ~ . . . . . . . ~ . . ~ . . ~ . ~ . . . . . . . ~ . . _ , . _ _ . . . . . . ~ . . „ . . . . . , . . , , , _ , , . . ~ . , . . . t. , . . t J ~-p . ~ r . C ~ ~ , ~ , .<i . ~ i , ~ r ~ _ . _ . , , _ _ . . . . ~ . _ . . r , ^ , ~y; ~ ~ ~ ~ . 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