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24646 BSP-39-95 ~a PLAT PUNCH LIST OFFICE OF THE 4' ~ Gr . SPOK:ANE COUNTY ENGINEERS PROJECT NA.1: Sullivan Road Widening BSP-39 INSPECTOR: E. Atkinson CONTRACTOR AND/OR SUBCONTRACTORS: Vortex, Jim Johnson, Inland Asphalt ITEMS : 1. Catch Basin @ Sta. 11+35 right needs grate guard 2. Catch Basin Sta. 11/75 ricy,ht needs Type 1grate and grate guard 3. Catch Basin Sta. 16+90 right needs Type 3 grate and grate guard 4. Catch Basin (a~ Sta. 17+20 right needs Type 1grate and grate guard 5. Replace 10 foot section of curb and gutter that was not poured correctly on southeast radius of Sullivan and Kiernan Av. (B St.) ~ 6. No work done on northeast corner of Sullivan Rd and Kiernan Av (B St) ~ ~ INSPECTORS SIG1tATURE: ~ DATE: ~_3p - Dt Post-ir Fax PVote 7671 Date~l'46( 1pages~ ( To Mnt4 j~a~l.SCOPC 1c'wl4 From ~ Pf1L~t~ Co./ ePt. ~~'Y~l~l Co.Sn" Phone # Phone # Fau # Fax # . Y vC ~ f &P -;N As 964UeSA0 r ~ x ~ Q PLAT PUNCH LIST OFFICE OF THE 4w or SPOK:ANE COUNTY ENGINEERS PROTECT NAilvffi: Sullivan Road Widening BSP-39 . NSPECT4R: E. Atkinson CONTRACTOR AND/OR SUBCONTRACTORS: Vortex, Jim 3ohnson, Inland Asphalt 5 -right needs grate guard (75 ri(yht needs Type 1grate and grate guard , 00 richt needs Type 3 grate and grate guard ~ ~20 right needs Type 1grate and grate guard ( i of curb and gutter that was not poured correctly on , ivan and Kiernan Av. (B St.) ieast corner of Sullivan Rd and Kiernan Av (B St) ~ . ~ ( i ( ~ INSPECTORS SIGNATURE: DATE: v .~jjrbj Ipa°ges10- Post-itm Fax Note 7671 Date3t- To IC~~~ From ca B t. ~ ~J►~r~t co.SR~M~ Phone # ' Phone # ! Fax # Fax # . ; ~P -;N - As 2OUK0140 : ~ Post-it° Fax Note 7671 Date,Z ji,6 0 1 pa°9es~ ~~.D Aa G FromeD PAgii ' + Q To~ co./D c. ~O.SP~*~ l,o. 6rres,lL's 3 Phone # ~)r~-~, Ywo Phone # ~ I Fax # /7~ Fax # ` •f ~r ~ ~ ~1• ~ DEVELOPER BOND REVIEW FORM Project Name: r LK) e`~ l , Project Number: Location: d~ jJ e2.N a k1 - S Id E ~ ~ Original Bond Amount: Original Bond Date: Bond Balance: ~j, DV O 11104198 Bond # REVIEW Last Review Date or Punch List Date: 16 . ~ Work Remaining to be Completed: Reviewed by: Date: Findings: ~ RECOMMENDED ACTION: (Circle Action) 1. Release Bond 2. Reduce Bond 3. Continue Bond By: Date: Action Taken: (Circle Action) ~ 1. Release Bond Letter 2. Reduce Bond Letter 3. Continue Bond 4. None Date: S. V~~- - ,I?•~b ~~Ynyi... _ • ~ ~ I, ~ ~ FOLLOW UP r~ ' 9' ~i~:~ I ~~a~=>.~• "'i-.. , ~ ~ I / a. IS-~-,~il_ ~`tt~ir~~-~ - • ~ - - ~i,* ' ~ . - Z•` ~ : . D y ~ .t~~ .tt'y_1 'k^ : s - .•*t~1` j~` -~,li _ v i ~V Date: By: , / ^~}sI~..Y: ' ~ . ' "1~~_ •Mf. - . ~ _al~~ _ ~ ""~9' ~ ~,_9. - Y ' • ~ y• Date: B ~R~ • F . ~y~,~ ~ ~ p_,~,,~~ . . .a _ _ _ ~ ` Date: B y. ' ` iP ~ - " ~ - : _.r•y~ - ,1,- ' ~ - = • i - ~ ~ < ~ ~t~i~,~''/'• i'..-,.~. - - -y's,.:~ • t - - = P. Date: By: i- y/C~~• Date: By: or%Awm . aq)Vmwy . 1 PR4IECT NAbM 9 ~ DATFs: o - ZY 9 II`jSPWMR: 6 Ct}rtTRACTOR AI`IDIOR SUBCaN-MCTORS: ~ O~CX •J c ~rr. .So ~~~Sai'~ ~rR 1 ~nd ~,--~hct ~ - - - ~ V . ~ • . ' ~ lfr✓.x~, 1~ ~rnan c~~ !?Q~ - Po~sf r'dr~~ cf~~' I -2) C~7~ucf r`~:acl ~i►ar,0/~avti'~u~.. A.7~ ~u . • ~ . ~ - ~ vr jPr • /74~ ~ ~ . , ~ ~t~~ta t~' ~aT~►,td~ . E~ ► l ` I i ~ , , - SEW+++) r'''~ OPNfAPIIONi - 1 ~ • . . 13 gASS D PAIL ~ DATB. ' AIR:'lC~~: DA'IF: D PAS3' n P,►It. - • { . TY REQ ~ U~1DA'IB: T II~g~~ON . . . t ~~~T~JR'9 $It~rNAT'URB: ~ . II~3 . . , : . • . . . : : . . . . . t • • Y . ~ t ' • • ~ • ' `-~•1V~T~ •N16 r + ~ r I'►i'wtM ~ ~ • • ~ti~~~~ ~ ,1~ ~ ~ "F.r . • V~ ~ • - ~ 1..,..~,~.+' • ' ` . . ' : -4~ ~ ` ~ . . . . . • , • . . . . ~ . 1 sEAFiRsr . .A . September 18, 1997 Doug Busko Spokane County Engineers North 811 Jefferson • Spokane,, WA .99260 . , RE: Developer: Crown West Realiy, L.~;~;,;:.' ~ Binding Site Plan 39-5~5 , - . . Dear Sir: Funds in the amount of $$7,627.00 are being held in a special account in the name of Crown West Realty, L.L.C. for the purpose of assuring completion of widening and improvement of Sullivan Road from Kiernan Aaenue southerly for approximately 1200 feet and the addition of a pedestrian pathway and other work in accordance with the drawings and specifications as submitied to and approved by the County of Spokane Engineer's Office on Septcmber 2, 1997. No funds will- be disbursed from this account without the prior written authorization of the Spokane County Engineer. This set aside of funds will not be revoked. without--the. consent of the County Engincer. In t4e event that the completion * and acceptance of the above-named imp,rovecnc'nts' for maintenance by the Caunty of Spokane are not ; accom~ilishe4 within aperiod of .one ~reac. from . the. : date o f•~this agreement{ atl , • • r..} j~ i i a r t - 6C N+ + .r•tAt 1~ ~ 0 j4 r L t ' . . • . d4 I'Ot1~~1~i~g li~tt~~ ~ `'ocpoi~tit will ,,for(je~~'~d "tq~' th~o ~ounty af Spakanc .'wii9 n wr~it~n cequcs~,,b~~[he Spokanc County -'Engineer`,s Officc /o Bank af ori cA~ ~fptlonal ~T►uet~nd' 'Saving~ 'f ,pssociationdoing busiriess as Seafirst • Aar~k. It ~ 's undersioad ~nd agreed that upon ' f4rfei~uce of the funds to thc CAu~t~r of Spo~C~ne, 1hat t~ie. ~ County ' qF SpQkane wilt lhen undertake comptetiQn of ttic I m p rovements 'to be` accoinplishcd with'in Iwclvp (12) . tnonths from tbc date, of the fqcteitut, of fur~ds. ~tais. fu~'ther ~ndersioo.d atid agrecd that in thc ever~t of' any. shQrt4gc~ of funefsEo campleEe improvements, the County o'f Spplcane' inay _ have recourse against the developer named above. • • 2 . • . • . . . • . . _ . • . ti is specifically uqderstood and pgree4 by the parties, that in holding funds ' -For , this development, Seafirst •Bank is qQt serving as guarantor,_ for any addttional costs 1incurrad by -tho- County Qf Spokanc in Ihe completion atld acceptancc ot ` the above-named Impcovements, ACCEPTED AND APPROVED This~,'4__day of S61~,1997. Crown est Realty, L.L.C. Bank of Amercia National Trust and ~ Savings Association dba Scafirst Bank ' - BY,• ~ k , - t11~{~~ ~'lkti~ ~$IMi~ll . 1! BY: 04010110 Ittiritt Wliqt f401 Rivtjr8lcla Aventya, Plaor 8/6pakene, Waahtngton 139201 telephona (508) 1363~1Ml . ~ e , 2nd BOND REDUCTION PROJECT BSP-39 Crown West Realty, Sullivan Road Imp. NAME Doug Busko DATE 04-Nov-98 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA 1350.00 0.00 2) Drywell - Type B EA 1700.00 0.00 3) Grate - Type 1 EA 320.00 0.00 4) Grate Type 2 EA 345.00 0.00 5) Grate - Type 4 EA 300.00 0.00 6) Backfill For DW CY 17.25 0.00 7) Concrete Inlet EA 800.00 0.00 8) C.M. Pipe 10" Dia. LF 24.00 0.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 29.00 0.00 11) C.M. Pipe 18" Dia. LF 30.00 0.00 12) Precast Manhole EA 1500.00 0.00 13) Solid lid EA 325.00 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 6) 0.00 DRAINAGE SUBTOTAL 0.00 16) Monuments EA 185.00 0.00 17) Barricade LF 35.00 0.00 181 Street Signs EA 90.00 0.00 OTHER SUBTOTAL 0.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 10.00 0.00 20) Top Course @ 5% CY 25.70 15.50 398.35 21) Base Course CY 15.50 0.00 22) Asphalt Concrete @ 5% Tons 39.50 46.00 1817.00 23) Curb Type A LF 7.50 0.00 24) Curb Type B@ 10% LF 116.00 8.50 986.00 25) Curb Type R LF 8.50 0.00 26) Sidewalk SQ YD 17.50 0.00 NON-STANDARD ROAD ITEMS 1) Concrete Median Extension @ 0% LS 1.00 0.00 0.00 2) Asphalt Pathway @ 100% @ 60°r6 SQ YD 384.60 15.00 5769,00 3) Legends/Striping LS 1000.00 0.00 4} 0.00 GRADING AND SURFACING 8970.35 USE $9,000.00 CONSTRUCTION TOTAL $ 8,970.35 . k Z r . . a . ~ • _ _ _ • ~ ~ ' . . L . . ~ . • . ' r I - • ` ~ t' 1 - . . . . . 1.~~ MW i • _ . ~ OFFICE OF,♦~~~~~~ ~~~~~EER ~ ' ~ ~ y ' • _ SPOKANE CDUtVTY, WASH1kG7ON _ 4 ~ ' • ~ ' ` - Datp 0~1 79"~ , , , . . ~ Inter-vffice Comnnunication ~ - ~O-Ae~ 4'e--0 ~ ~ - ~ - from-! r * Sub fecr 1,[~' . ~ Y , v ce - • r ~ - ~ . ~f ' f f1 7Z ~ ~ 5 r ~ - fOrf'fl 327-C.R. r x - . ~ a r ~ t ZST SOND REDUCfiiON PROJEGT BSP-35 Crown West Realty, Suilivan Road Crn NAiVIE Daug 8usko DATE 07-Nav-97 ~ dRAENAGE ITEMS UNITS QUANTITY PRICE G05T 1) ❑rywell - Type A EA 1354.00 0.00 ' 2] Drywell - Type B EA 1700.00 0.00 3) Grate - Type 1 EA 320.00 0.00 4) Crate Type 2 EA 345.00 0.00 5) Grate = Type 4 EA 300.00 0.00 6) Backfill Far aW CY 77.25 0.40 7) Cancrete Inle# EA 800.0O 0.04 8} C.fVI. Pipe T(Y" Dia. LF 24.00 0.00 9) C.M. Pipe IZ" Dia. LF 27.00 WOO 90} C,M. Pipe 15" Dia. LF 29.00 0.00 11} C.M. Pipe 18" Dia. LF 3G.00 0.04 12) Precast I+Aanhale EA 1500.00 0= 13} Solid !id EA 325.00 0.00 14} 0ktch Excavation CY 10.00 0.00 15] Sad SF 0.70 0.00 NON STANDARD DRAIfVAGE ITEMS 1) W;ibert Vauk curb rni~t EA 250.00 0.00 2) o.aa 3) 0.00 4) 0.00 5) 0.00 6) 0.01) DRAlNAGE SUBTaTAL 0.00 16) N1onurnents EA 785.00 0.00 97) Barricade LF 35.00 0.00 18) Street Sigrrs EA 90.00 0.04 QTMER SUBTOTAL 0.00 GRAD1NG, SIIRFACtNG, CURB, AND SICIEWALK , 19} Rough Grade CY 10.00 0.00 20} 7ap Caurse @ 596 CY 25_70 15.5{] 398.35 21) 8ase Course CY 15.54 0,00 2-2) Asphalt Gancrete @ 5% 1'ons 39.50 46.00 1817.04 23) Curb Type A LF 7.50 0.00 24) Gurb Type $@ 10% LF 116.00 8.50 986.00 25) Curb Type R LF 8.50 0.00 26) Sidewalk sQ YD 17.57 0.00 NDN-ST.4NDARD RaAC) I7EMS 1) Concrete Median Eartensian @100% ' . LS 1.00 2000.00 2000.00 2) Asphalt Pa#hway @ 100% SQ Yti , 641.G0 16.00 9~15.OD 3) LegendslStriping LS 1 OG0.00 0.00 4) 0.00 GRADING AND SURFACING 14816.35 'r`J'-~G C4NSTRUCT#DN TOTAL ~ 14,816.35 ~ • - . 5 ~ a~ ~ - ? ' - i • I i; rS P O K A N E U N T Y DIVISION OF ENGINEERING AVD ROADS ~ A DIVISION OF THE PUHLIC WORKS DEPARTVIENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director NovembeY 4, 1998 Seafirst Bank West 601 Riverside P.venue Floor 5 Spokane, WA. 99201 RE: BSP 39 Crown West Realty, L.L.C. Dear Sir or MGdam: Please be advised that the Mortgage P.ssianment issued by your company as surety for installacions of roads Gnd associated drainage facilities for the above mentioned plat, dated September 18, 1997 in the current amount of $14,900.00 may now be reduced to $9,000.00 (nine thousand U.S. dollars). If you have any questions, feel free to call our office Very truly yours, Bill Johns, P.E. SP-okane County ~ng eer , ~ , ` r ~ , C~ ti~ ~ r ~--~-1. l7aV1d A. B2z'LO v Plat Compliance Surveyor 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509)456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 r - - - 1. ,L 11:..:,.i ..J K u.s.uoS T arc K . ~ Sullivan Road ~ NOV-A'97 x ng N-15 .3 2 ane,~ N'A 99216-1670 ~ . . C. ~;f-~,: . . d ~ • - ~ ~ K ,,s, ~ . i..:: i.l~'~:.~ c'.. . ~ ~ LY {5 tg K Mr. Terry Lightfoot, County Engineer Spokane County Department of Engineers W. 1026 Broadway Ave. ~ Spokane, WA 99260 . . g v n ✓ , . 1 ST BOND REDUCTION PROJECT BSP-39 Crown West Realty, Sullivan Road Im NAME Doug Busko DATE 07-Nov-97 DRAINAGE fTEMS UNf7S QUANTITY PRICE COST 1) Drywell - Type A EA 1350.00 0.00 2) Drywell - Type B EA 1700.00 0.00 3) Grate - Type 1 EA 320.00 0.00 4) Grate Type 2 EA 345.00 0.00 5) Grate - 7ype 4 EA 300.00 0.00 6) Backfill For DW CY 17.25 0.00 7) Cancrete {niet EA 800.00 0.00 8) C.M. Pipe 1(r Dia. LF 24.00 0.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 29.00 0.00 11) C.M. Pipe 18° Dia. LF 30.00 0.00 12) Precast Manhole EA 1500.00 0.00 13) Solid lid EA 325.00 0.00 14) Ditch Excavatian CY 10.00 0.00 15) Sad SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS 1) Wilbett Vauft Curb Inlet EA 250.00 0.00 Z) 0.00 3) 0.00 4) 0.00 5) 0.00 6) • 0.00 DRAINAGE SUBTOTAL 0.00 EA 185.00 0.00 16) Mvnuments 17) BaRicade LF 35.00 0.00 18) Street Signs EA 90.00 ' 0.00 OTHER SUBTOTAL •0.00 GRADlNG, SURFACING, CURB, ANO SIDEWALK 19) Rough Grade CY 10.00 0.00 20) Tvp Course @ 5°r6 CY 25•70 15.50 398.35 21) Base Coufse CY 15.50 0.00 22) Asphalt Concrete @ 5°r6 Tons 39.50 46.00 1817.00 23) Curb 7ype A LF 7.54 0.00 24) Curb Type B@ 10% LF 116.00 8.50 986.00 25) Curb Type R LF 8.50 0.00 26) Sidewalk SQ YD 17.50 0.00 NON-STANDARD ROAD ITEMS 1) Concrete Median Extension @ 100% LS 1.00 2000.00 2000.00 2) Asphalt Pathway @ 100°k Sa YD 641.00 15.00 9615.00 3) Legends/Striping LS 1000.00 0.00 4) 0.00 GRADING AND SURFACING 14816.35 Cf (i CONSTRUCTION TOTAL $ 14,816.35 f-- • ~ ' . ~ . - S P O K A N E~ C O U N T Y . DIVISION OF fiNGINEERING AND ROADS ~ A~ ~~D''Iy,-S'~~tON OF THE PUBLIC WORKS DEPART?vfEVT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director November 7, 1997 Seafirst Bank West 601 Riverside Avenue Floor 5 Spokane, WA. 99201 RE: BSP 39 Crown West Realty, L.L.C. Dear Sir or Madam: . Please be advised that the Mortgage Assignment issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned BSP, September 18, 1997 in the current amount of $87,627.00 may now be reduces to $14,900.00 (fourteen thousand and nine hundred U.S. dollars). • If you have any questions, feel free to call our office Very truly yours, Bill Johns, P.E. ' Spokane County En ineer < J David A. Berto Plat Compliance Surveyor 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3473 TDD: (509) 324-3166 , ~ . . . . . . . . , • - ` . ~ ~ - • '~t.~^.`, yt~~: OFFICE OF ~ . . ~ SPOKANE COUNTY ENGINEER ••~c~ AVOIDVERBALORDERS 1. . TO DATE , FROM SUBJECT i/~•/.~ ~ ' ~ . . - ~ ! • i:= '000 Xoo~ CL"-- ~ v . . ~ . . . • . . • , . . . ~ . . - . - . ___r ~ . • _ . . . _ _ ~ . . - ~ _..'.i._ . " - _ - : _ . _ - _ - - . ' . , ~ ~ . . . ~ I n . 80ND ESTIMATE PROJECT BSP-39 Crawn West Reatty, Sullivan Road Im NAME Doug Busko DATE 03-Sep-97 • , DRAlNAGE ITEMS RN(TS QUANTITY PRICE COS . . - 1) Drywe➢ - Type A EA 1350.00 0. - 2) Drywretl _ Type B EA 200 1700.00 34 .00 4.00 320.00 12 .00 ' 3) Grate - Type 1 EA • 4) Grate Type 2 3A~- EA 200 345.00 690.00 5) Grate • Type..4 EA 300.00 0.00 6) Backfifl Fat DW '7&4a-- CY 60.00 17.25 1035.00 7) Cancrete inlet EA 3.00 800.00 2400.00 8) C.M. Pipe 1(" Dia. 4~ LF 100.00 24.00 2400.00 9) C.M. Pipe 17 Dia. LF 27.00 0.00 10) C.M. Pipe 15' Dia. LF 29.00 0.00 11) C.M. Pipe 18" Dia. LF 30.00 0.00 12) Precast Manhole EA 1500.00 0.00 13) Salid Gd 'EA 2.00 325.00 650.00 14) Ditch Excavation CY 10.00 0.00 15) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS 1) WiIbert Vauft Curb Inlet EA 250.00 0.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 . g) 0.00 . DRAINAGE SUBTOTAL 11855.00 ' 16) Monuments EA 185•00 0•00 ' 17) Barricade LF 35.00 0.00 , 18) Street Signs EA 90.00 0.00 OTHER SUBTOTAL 0.00 . , . GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade 07- " CY 899.00 10.00 8990.00 ' 20) Top Course CY 514.00 15.50 7967.00 . 21) Base Gaurse C Y 15.50 0.00 . 22) Asphaft Concrete J7101 `ZV?,.-Tans 790.00 46.00 36340.00 23) Curb Type A LF 7.50 0.00 24) curb Type e_ LF . 1160.00 8.50 9860.00 25) Curb Type R LF 8.50 0.00 26) Sidewalk SQ YD 17.50 0.00 NON-STANDARO ROAD ITEMS 1) Conuete Med'ran Extension l007. LS 1.00 2000.00 2000.00 2) asphatt Pathway 14oyoSQ YD 641.00 15.00 99615.00 3) Legends/Stripirtg ;g7,,- LS 1.00 1000.00 1000.00 4) 0.00 GRAOING AND SURFACING 75772.00 ► CONSTRUCTION TOTAL $ 87,627.00 ' . . . + ~ i~ ~S P O K A1~-1' E C O U N T Y DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTNfENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director November 7, 1997 Seafirst Bank West 601 Riverside Avenue Floor 5 Spokane, WA. 99201 RE: BSP 39 Crown West Realty, L.L.C. Dear Sir or Madam: Please be advised that the Mortgage Assignment issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned BSP, September 18, 1997 in the current amount of $87,627.00 may now be reduces to $14,900.00 (fourteen thousand and nine hundred U.S. dollars). If you have any questions, feel free to call our office Very truly yours, Bill Johns, P.E. Spokane County En ineer < J David A. Berto Plat Compliance Surveyor 1026 W. Broadway Ave. • Spokane, M 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 . 1ST BOND REDUCTION PROJECT BSP-39 Crown West Reaity, Sullivan Road Im NAME Doug Busko DATE 07-Nov-97 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA 1350.00 0.00 2) Drywell - Type B EA 1700.00 0.00 3) Grate - Type 1 EA 320.00 0.00 4) Grate Type 2 - EA 345.00 0.00 5) Grate - Type 4 EA 300.00 0.00 6) Backfill For DW CY 17.25 0.00 7) Concrete Inlet EA 800.00 0.00 8) C.M. Pipe 10" Dia. LF 24.00 0.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 29.00 0.00 11) C.M. Pipe 18" Dia. LF 30.00 0.00 12) Precast Manhole EA 1500.00 0.00 13) Solid lid EA 325.00 0.00 14) Ditch Excawation 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 6) 0.00 DRAINAGE SUBTOTAL 0.00 16) Monuments EA 185.00 0.00 17) Barricade LF 35.00 0.00 18) Street Signs EA 90.00 0.00 OTHER SUBTOTAL 0.00 GRADING, SURFACING, CURB, AND SIDEWALK , 19) Rough Grade CY 10.00 0.00 20) Top Course @ 5°r6 CY 25.70 15.50 398.35 21) Base Course CY 15.50 0.00 22) Asphatt Concrete @ 5% Tons 39.50 46.00 1817.00 23) Curb Type A LF 7.50 0.00 24) Curb Type 8@ 10% LF 116.00 8.50 986.00 25) Curb Type R LF 8.50 0.00 26) Sidewalk SQ YD 17.50 0.00 NON-STANDARD ROAD ITEMS 1) Concrete Median Extension @ 100°k LS 1.00 2000.00 2000.00 2) Asphalt Pathway @ 100% SG2 YD 641.00 15.00 9615.00 3) Legends/Striping LS 1000.00 0.00 4) 0.00 GRADING AND SURFACING 14816.35 4/~ l /-I) 9o0- 0~ ) CONSTRUCTION TOTAL $ 14,816.35 , 1, N ~ .;•.:-;~c. QF~ T,~ ENG E~R :'~:.:t ppK E '.,~,r' S gA~~RpER s Q ~ ~.~I: :tf ~~pID ER yr ` `-~!~'~'••i / / _ T • ~~AiI.~ q + / f s~ ~ f; .y.;t. s. r j~ f, ~ j~-~ - S~B`~E~T ! ~ - ` 7Z- 1.~5 . Ta' - ` e ' ~ /i • : . _ " - ~ ~ r ! , I f ✓ t ~ ~ . ♦ ~ . ' T` ' , • - ~ BOND ESTIMATE CC.' PROJECT BSP-39 Crown West Reatty, Sullivan Road Im NAME Doug Busko OATE 03-Sep-97 • • '.~r , • ' : ORAINAGE ITEMS je?&#4NITS QUANTITY PRiCE /.00 • 1) Orywell - Type A EA 1350.00 2) Drywell - Type B EA 2.00 1700.00 ~ 3) Grate - Type 1 EA 4.00 320.00 12 4) Grate Type 2 3646- EA 2.00 345.00 690.00 . 5) Grate - Typa.4, EA 300.00 0.00 6) Backfill For DW CY 60.00 17.25 1035.00 7) Concrete Inlet EA 3•00 800•00 2400•00 8) C.M. Pipe 10" Dia. LF 100.00 24.00 2400.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 29.00 0.00 11) C.M. Pjpe 18" Dia. LF 30.00 0.00 12) Precast Manhole E4 1500•00 0•00 13) Salid lid -fd~o 'EA 200 325.00 650.00 14) Ditch Excavation CY 10.00 0.00 15) Sod SF 0.70 0.00 NON STANDARD DRAINAGE tTEMS 1), WiIbert Vautt Curb Inlet EA 250•00 0•00 2) 0.00 g) 0.00 4) 0.00 ~ 5) 0.00 g) 0.00 ' DRAINAGE SUBTOTAL 11855.00 16) Monuments ~ 185•00 0•00 17) Barricade LF 35.00 0.00 ' 18) Street Signs EA 90•00 0•00 OTHER SUBTOTAL 0.00 . ~ , . GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade J, a~'~ CY 899.00 10.00 8990.00 : 20) Top Course 4CY 514.00 15.50 7967.00 . 21) Base (Zourse CY 15.50 0.00 , 22) Asphaft Cencrete J71,19, -Zt1--Tons 790.00 46.00 36340.00 23) Curb Type A LF 7.50 0.00 24) Curb Type B LF . 1160.00 8.50 9860.00 25) Curb Type R LF 8.50 0.00 26) Sidevralk SQ YO 17.50 0.00 NON-STANDARD ROAD ITEMS 1) Concrete Median Extension 1 Oo9'o LS 1.00 2000.00 2000.00 2) Asphalt Pathway lOoyc6Q YD 641.00 15.00 9615.00 3) Legends/SUiping -„joAo,-- LS 1.00 1000.00 1000.00 4) 0.00 GRADING AND SURFACING 75772.00 • CONSTRUCTION TOTAL $ 87,627.00 . . , • . PLAT PUNCH LIST ~ OFFICE OF THE SPOKANE C4UNTY ENGINEERS - - - - PROJECT NAME: Sullivan Road Widening BSP-39 INSPECTOR: Stronks DATE: 10/31 /97 - . . . . . . _ CON'TRACTOR AND/OR SUBCONTRACT4RS: Vortex, Jim Johnson, Inland Asphalt . ITEMS: ~ 1) Install grate guards in gutter inlets. 2) Construct road improvement at Sullivan/Kiernan on north-east radius - curb, ~ Asphalt removal, CSTC, and paving. (After traff'ic signal pote is relocated) 3) Fiaisb construction of CSTC and paving south-east radius Sullivan/Kiernan. (After traffic signal pole is relocated) 4) Construct island median egtension in Sullivan Road. . ; 5) Construct asphalt pathway. ~ • r . ~ ~ . ~ ~ . ~ ~ - M r . ! INSPECTOR SIGNATURE: ~ ~ - ~ ~ CROWNWEST R E A L T Y, L. L. C. 3808 N. Sullivan Waad F3uilding N-I5 Spukane. \\'A 99216-1670 Mr v e% 509.924.1720 c SM ~r S09 ~)2-! 37-+R fas r t,-~,~v.cro~mvest.com V 4 5 ~97 N4 November 3, 1997 S~oNE ~0ONSY ~NG~N~~A Mr. Doug Busko Spoicane County Department of Engineers W. 1Q~. Broadway Ave. Spokane~ 99260 RE: PARTIAL RELEASE OF COLLATERAL ASSiGNMENT Dear Mr. Busko, On September 19, 1997, Crown West Realty L.L.C. executed a cash collateral assignment in the amount of $87,627 in favor of Spokane County. This assignment was for the Sullivan road widening project - for work to be completed under binding site plan #39- 95 and ZE 2-97. This amount is held at: Bank of America National Trust and Savings Association d.b.a. Seafirst Bank Attention: Robert K Stump, Vice President. The work secured by the special account has been completed, except for the pedestrian pathway and the concrete median extension. These amounts respectively are $9,615 and $2,000, for a total of $11,615. Therefore, the amount of collateral to be released should be $76,012. Please release this amount ($76,012.00) at your earliest convenience. Very Truly Yours, CROWN WEST REALTY, L.L.C. ?Rob Grag , PM Asset Manager cc: Robert K Stump, SeaFirst Bank ~Terry Lightfoot, County Engineer h Ashare\terrylbnd re I.doc l ~ ^ OFFICE OF THE COUNTY ENGINEER SPORANE COUNTY, WASHINGTON TO: CHAD COLES FROM: DAVE BERTO DATE: September 22, 1997 SUBJECT: BOND ITEMS BSP 39-95 The bond for the above mentioned project is for the following items: 1) All the items on the approved road and drainage plans. ~ . : BOND ESTIMATE PROJECT BSP-39 Crown West Realty, Sullivan Road Im NAME Doug Busko DATE 03-Sep-97 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA 1350.00 0.00 2) Drywell - Type B EA 2.00 1700.00 3400.00 3) Grate - Type 1 EA 4.00 320.00 1280.00 4) Grate Type 2 EA 2.00 345.00 690.00 5) Grate - Type 4 EA 300.00 0.00 6) Backfill For DW CY 60.00 17.25 1035.00 7) Concrete Inlet EA 3.00 800.00 2400.00 8) C.M. Pipe 1(Y" Dia. LF 100.00 24.00 2400.00 9) C.M. Pipe 12" Dia. LF . 27.00 0.00 10) C.M. Pipe 15" Dia. LF 29.00 0.00 11) C.M. Pipe 1 S" Dia. LF 30.00 0.00 12) Precast Manhole EA 1500•00 0•00 13) Solid lid EA 2.00 325.00 650.00 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 11855.00 16) Monuments EA 185.00 0.00 17) Barricade LF 35.00 0.00 18) Street Signs EA 90.00 0.00 OTHER SUBTOTAL 0.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 899.00 10.00 8990.00 20) Top Course CY 514.00 15.50 7967.00 21) Base Course CY 15.50 0.00 22) Asphalt Concrete Tons 790.00 46.00 36340.00 23) Curb Type A LF 7.50 0.00 24) Curb Type B LF 1160.00 8.50 9860.00 25) Curb Type R LF 8.50 0.00 26) Sidewalk SQ YD 17.50 0.00 NON-STANDARD ROAD ITEMS 1) Concrete Median Extension LS 1.00 2000.00 2000.00 2) Asphalt Pathway SQ YD 641.00 15.00 9615.00 3) Legends/Sfiping LS 1.00 1000.00 1000.00 q) 0.00 GRADING AND SURFACING 75772.00 CONSTRUCTION TOTAL $ 87,627.00 . . STREET QUANTITIES PROJECT NO.- BSP 39 DESIGNER- DWB DATE- 9/ 3/97 PROJECT DESCRIPTION- CROWN WEST REALTY - SULLIVAN ROAD IMPROVEMENTS STREET # 1 NAME- SULLIVAN LENGTH- 962.00 FT. WIDTH- 20.00 FT. BEGINNING STATION = 973.00 ENDING STATION = 1935.00 ONE SIDE ONLY PWIDTH= 40.00 EWIDTH= 20.00 QWIDTH= 0.00 TERM # 1: TAPER TAPER LENGTH = 107.00 TERM # 2: TAPER TAPER LENGTH = 50.00 ITEM MEASUREMENT QUANTITY SURFACE AREA- 20810.00 S.F. ROADWAY EXCAVATION 1.17 FT. 899.2 C.Y. CRUSHED SURFACIPIG TOP COURSE 0.67 FT. 513.8 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.50 FT. 790.0 TONS CURB TYPE B EXISTING 0.00 FT. PROPOSED 962.0 FT. SIDEWALK EXISTING 0.00 S.Y. PROPOSED 641.3 S.Y. TOTALS ROADWAY EXCAVATION 899.2 C.Y. CRUSHED SURFACING TOP COURSE 513.8 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.Y. ASPHALT CONCRETE 790.0 TONS CURB TYPE B 962.0 FT. SIDEWALK 641.3 S.Y. r, , . . Canceled File ENGINEER' S REVIEW SHEET Date Filed Date As Built Plans Received Date Road Plans Approved BINDING SITE PLAN FILE # BsP-0039 -95 New Road Standards 5-15-95 Mylar Companion File Hearing Date: H Time: H Number: Related File Technical Review Date: TR Time: Building Dept Review Date: 03/31/1995 R Time: R Number: ~VIIEW # Date Received: 03/20/1995 Review Type: La''Se Lot ~ Bldg. Square Feet: No. Lots: 17 No. Acres: 21.7 Project Name: SPO IND PK PE.25NTZER DEV I-1B-2 Range-Township-Section: 44-25-1 Site Address: E SULLIVAN/S "B"/W 1ST PARCEL(S): (first 20) Applicant Name: PENTZER DEV CORP-ID, FRANK Phone 328-3371 45016.9091 Apnlicant Address: 106 W MISSION STE 206 - Phone 2# SPOKANE, WA 99201 Date Conditions Mailed: Flood Zone: No Water Source: 4 Sewer Source: 5 School Dist: Fire Dist: Phone Dist: Billing Name: Owner: Engineer: Address: Owner Address: Company: TAYLOR ENGINEERING INC Address: 106 W MISSION STE 206 SPOKANE WA 99201 Phone: Owner Phone: Phone: (509) 328-3371 Fax: (509) 328-8224 Signed Name Building # 456-3675 / Planning # 456-2205 Contact: JOHN TODD Date Submitted Description Initials ~ DATE TECHNICALLY COMPLETE DATE NOT TECHIJICALLY COMPLETE DATE PAY FEES RECEIVED DATE PRIORITY FEES RECEIVED COPY TO ACCOUNTING FINAL PLAT FEES COMPLETED AND COPY TO ACCOUNTING ~ I NOTICE TO PUBLIC / NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED ln-Out #1 In-Out 1/2 !n-Out l13 08mi1997 - 09112/iW7 DESIGN DEVIATION DATF,S IN-OUT In-Out tl4 In-Out HS In-Out i!6 BOND QUANTITIES FOR DRAINAGE ITEM CALCULATED I 09/22/1997 DATE BOND RECEIVED BOND AMOUNT RECEIVED $87,627•40 DATE BOND RELEASE - DATE BOND REDUCED BOND BALANCE $87,627•00 Hearing Date Decision Approved Denied ConUnued Appealed BCC Approved Denied Appealed to Court Approved Denied Conrinued Final Project Status STAMPED MYLARS TO PERMIT TECH1vICIAN (SYL) / / STAMPED 208 LOT PLANS TO SECRETARY (SANDY) . ~ 50 25 0 50 100 50 100 ~ i ~ + { SCALE FEET FEET ~ CONS1FtUCT EXIENSI~J UF ElQST1NC iRAfFlC ISLAND PER COUNTY STANDARO SHEET A-6 0 Q O ~ ~ Z ~ ' I Z I STA 18+85, 38' RT. ~ BEqN 4' N'HITE SOUD I W I LANE SiRIPING ~ Y CROSSWAU( STRIPINC TO STA 18+00, RT. BE INSTAU.ED BY CWNTY IALK STRIPING TO fAU.ED BY OaJNTY STA. 14+74 CENTER OF ~RIGHT E__~ IN CONJUNCTION WITH iRAf SiA 9+70.90, 38' RT. END OF TRAF'f'IC NRN ONLY' PAVEMENT c i o SICNAL IUPROVEMENTS. ISLAND EXTENSION MARKINGS 1 n INrnnu vnna raaFFlC r'i1 i'li* BEGIN 4' MHIiE SOUD I LANESTRIPING s~, ' - - ° ^ - ~ ~ ~ ~ 0 ~ ~ ~ - ~ .v ~ _ - ~ ~ ~ ~ -~7-- ~ ~ - - - ~ ~ ! YlORK IN THIS AREA Y~ $ULLIVAN ROAD t6 » IB „ t9 _ 1 ~ ND.IPFOCEED UNTIL 'o , t~ t~ {y t~ t5 ~J-= = , r=- _ ~ _ .1tlSTALLA110N OF NEW RK IN i}iIS AREA MALL , 1 4 e ~ ~ ` J~ , - SIt~JAC POIES BY COUI . ~ i 20''T'f~ r , _ DE _ TALLATION OF NEW NAC POLES BY COUNTY ~ 1 ~ o ❑ . . 0 ' ~ ~ ^ ~ ~ 1 o ~ ~ ~ - rc ~~f ~ ~ ~ , ' ~ • N.00~5'S6'W. 111000' 1 f2 4~ / ~ 1 ~~-~-~-+c_s ~ _ ~ ' ~ • w~v~~rs~~~~-i~t~~~~~~ ~ `7 'Y i ~ ~ ' ~ii ~ _ -'~II~a r ~ r ~ ~ ~ I _ . i ~ T ~ ~ I j ~ i , . a - - I~I - ~IT ` 1 I i+ I ~ ~ . o IN ALL 6' W1DE WHIiE I T I I I ~ I -~,s ~ ~T ~ ~ , T i. N 111 IT ~ g r T I j I~ i ~ A CATE EXIST. OSSWALK SiRIPINC ~ T r ~o ~ I~ I, TI ~ , T ~I~II < . , ~ ~ ~ rnrws~R sTnnoN ~c~ i, , LOT 9 20 I STA 19+64, 105' R RELOCAIE EXISIIMC L ~ ~ I I 1R1DE YVHITE :~TRIPIN(: ~ I ` MIEAIAN WARNINC r I / + ~;I 'RICHT ~t AHEAD ONLY ARRC ~ T THE NE'N I ~ I~ tiul I ~ I~~ SIGN 0 I STA 19+77, 120' R CENiER ~ III I I I III I I - ' - - 6'W- - - - - _ _ _ - END OF YEUTAN STA 15+5Q, ~ ~ 'RIGHT ONLY MARNINGS - - - - - - - - e CENTER Of GHT ~ _ _ - FUTU~R . TOP ' I o STA 10+00, RT. SIGN LQC aTION (NIC) TUIBJ ONLr AVEMENT ~ s ~ STA 19+53, 69' TO ~ P STRI AHEAD ONLY ARROW • I " IAARKING I INSTALL 4 YELLOW ~ CENTER OF ~RIGHT I S ~ ~ ` , ~ 1 1~ . 120' R CENTER ' .Y MARKINGS I ARKINGS~ PA~~T ' I FVNRE STOPI I STA 19+69, 64' TO 194' RT ~ ~ ~ SICN lOCA110 ~ IC ~ ~ P SIRIPI ~ STA 11+70, RL- t) 1, ~ INSTALL 4' VYNIIE SIa 3, 69' TO 199' RT ' YELLOW 9CIP STRIPE ~ r ~ ~ I L - - - - - - - - - CENIER OF 'RICHT ~ I • T x vn~Ktr+Giux~naa~NG ~ NRN ONLY PAVEbIENi ti; / h„ ~ I MARKINGS y~ 64' TO 194' RT . W ' 7 ~ ' WHITE SKIP STRIPE ~ N ~ If ~ / j t 1. ALL SIGNAGE AND STPoP~NG SHALL BE INSTALLEO PER SPd(ANE COUNTY STANDARDS AND LAiEST EDITION OF 1HE MANUAL ON U~FW~A iRAFFlC CONiROL OEYICES. 2. CONIRACTOR MAY 0.ECT TO IffIlABURSE ~OKANE COUNIY CREIVS TO INSTALL . ALL THE INDICATED S1fiIPINC, CONTRACTOR TO INSTALL ALL ARR6YIS AND LECEND NARKINGS. THESE 11ARKINCS SHALL BE IAADE OF PRE-FaRMED PLASTIC AND BE AFPROVEO 8Y THE COUNTf 1RAFFlC ENqNEER. ' SI'Oi:A\C COG\Tl' ' OFFICIAL PUELIC ~UCUASETT OF.IGDIAL G: 0::~:'u CC)J:1 ~ Y E'r;C!'•~'PR S Ci f'ICE ~ ' ~C~)i~S;"lJCTIL't~ FLF;~~- F~.~;r•~r a:8sp 39 ;AT qAlEF:~~l~l?i::9•.13•H97' ' F:CFf•!f»i~E ~.'.FL3EF:q•~,~,pOU ICE ~ f.C::Ei w'C~o7: Ci~CIR.'Fl,iF.'~Yt R.~D f.Ef.~~i;L,: ; Iu:CCC,p piu:~YlttCS R9c P.EL11!REJ Pf.~GR TO Ca.S.T,: ; A.^..~:.° ~0.\:.E A.~C L-SLS:Lt,",I~~:I,T OF IFIC f,0l:A A\: ~ Ca1iti'•C$ F~l1ilES !C'1 tN~.TEIiW'~CE ~ PCAM~T M1EQlZIQEO G TJ~ ~~QuGT/ON ) Ca.ti.s. t ti►S ~Q u G.t/ON 1 i .:tr_ r ' HE/GHr WJ~L MA~LN TNB EX/ST/NG v~ C'LoupfO ON THfS K ! D A4N Nfi. TRAffIC /SLAND. ' io~1,~~ ~ . 50 25 o so iao so ioo ~ ~ ~ ? i 1 SCAIE FEET t j FEET CONSTRUCT D~iENgON OF fJUS11NG 1RAFFlC ISIANU PER COUNTY STANOARD !6*SQ .SaWCUT INOREMOVE SHEET A-8 MED/AN 70 SOUfH Q Q O ~ ~ /5~19 BEG/N CoNSTR~CTION I Z + oF TP•AfFlC /SLAND PER Q • CovNtY 57ANDARO SHEETA-6 STA 18+85, 3B' RT. I Z + M00/F/E0 PfR NO~E J. BEpN 4` WHIiE SOUO , ~ LANE STRiPiNC r I W I STA 18+00, RT. Y p i 0 5 S 4 f A 1 J( S T R I P M G T O STA, 14+74 / 5+ 9 9 B E G/ N C E N i E R O F ' R l p i i BE INSTAIIED BY CWNiY STA 9+70.90, SB' RT. END Of TRAFFIC 7RAffIC /SLANO 1URN ONLY PAVt1AENT c - --o (N CON~l1NCT10N WITH TRAFF tx sTRIa~NC m u.ED eY couNrr NcnoN Vnna rnaMc • BEqN 4' NMITE SOUD ISLAND EXTENSIQN LANE STRIPINC CI~RV£ ~IARKINCS a . SICNAI IMPROVEMENTS. IPROVEMENTS_ - - (I/ _~.~~.o-_.~.~_.~.~.°_~_•_._- ~ ~ ' I SULUVAN ROAD o I wcxtK iN t~is aREn w~u 8 7 ~ 10 t1 1 13 14 _ ' 15 18 17 18 1A ~ ~ : . f . . ; -c ~ . ~ . _ _.e-~-~ _ - - NQT~ROCEED UNlll 1=, ~ ~,,•~~~o,,,• JNST9LLATION OF NEW - ~ - ~ - 51GNRCPOLES 8Y COUNI I . . . , _ fi 2a-rr~: / ~ • y . ~ ~ a _ , . , . . - . . . . ~ . ~ _ ~ 1 ~ ~ ~ ❑ - - - oE ' _ - ~ ~ . N.ao~ssaw - izzaoo~ . ?w . ~ _ P_ROCEED UNT1L ~ ~;e+~a►~-;~~~r+~~ . ~ oE - ~r_. , ~ _ ~ / f.~ t- W~:: 1 p qr . , _ ~ 1 + ~ " ~ ~ 1 ~ ~ ~f~ m ~ ~ cJ~J f ' . ~ x , Ir ~ ~e I!II I. ► ►Iro~la , ~ ►I~i~lff~~ I~li TI~I~I , ~ ~ ~ I li ~ i Trl I I U . o ~ III 1 111~ ~ ~ - / ~ ~ aaoca~ ~sr ; ~ ' N ~ INSTALL 8' N1D£ WHI1E LOT 9 ~ ~-~Y 1RAN~R STATION Slf~l ~ ~ ; ~ ~ ~ ~~~WALK S1RIPINC , J tr POLES BY COUNTY , , Raocn~ aasnNC ~ ~ ~ ` I ` ~ ~ ~ ~ 1~ ~ MEDIAN WARNINC ~ I I STA 19+84, 105' R ( Y ~II I , r I I I~III ~ i ' ~ SIGN TO 1FIE NEW 1 ~ y( ~ T 'RidiT OR AHEAD ONLY ARROW -b•w_ / I~ ~I~ - I END Of MEDIAN I - ~ ~ STA 19+77 120' lE y FUTUR~:TOP • STA1S+5~R. I RCEN R o STA 10+00, RT. ~ p~ ' q~T ~ I 'RIGHT ONLY IAAfB(INGS I ( SIGN L iTION (NIC) ~ ~ CENiER Of 'RI NRN OOJ A I , ` i G}IT ~ L F VEMENT T 19+ NRN ONLY' PAVEM T Mp~N~r ` S I S A 53, 68' TO 199~ RT At1C WITt I ~ INSTALL 4' YEI.LOW SKIP STRIPE MARKINGS ~ I ~ I ~ _ I fUNRE STOP~ - - - ~ ' ' I STA 11+70, RT. StGN IOCAT10 ~IC ~ ~ ( STA 19+89, 64' TO 194' Ri iTRIPI NG ( ) , ~ I CENTER Of 'RIdiT I ~ INSTALL 4' N'MIiE SKIP STR1PE ~ I ~ NRN UNLY PAVEMIENT ~ t' ' ~ J IRUCK ~ZK7NG/UNlQAOII~ ~ I 05' R fEAD ONLY ARi20W ~ MaRKikcs 1; i ~ ( ~ W 20' R (F1J1FR W ~ h- N ' I t 68' TO 199' RT 'E1LOW__SKIP S7R1PE m / i i / ~ 64' TO 194' RT VMI7E SKIP STRIPE 111[~ 1. ALL SIGNAGE ANO SIRIPINC SHALL 8E INSTALLED PER SPq(ANE COUNTY STANDARDS AND LATES7 EOITION Of iHE MANUAL ON UMFaRM TRAFFlC CONTROL OENCES. 2. CONTRACTOR IAAY ELECT TO R~MBURSE SPOKANE COUNTY CREXS TO INSTALL ' ALL iHE INDICATEO SIRIPINC, CONIRACTOR TO INSTALL ALL ARROWS ANO LfCENO MARKINCS THE~ MIARKINGS ~IpLL BE MADE OF PRE-FORMED PLASTIC AND BE APPROVED BT THE COUNTY TRAFFlC ENqNEER. SPQKA\F CQI;\'TY OfiF1C1AL PUTLIC DQCU,IRF.~1T oxicmnL G'~(7'J' °:c!;';; Y Ei~ ::1?I': ~ti ~ C~I°ICE ~C~~~S^3J~TIC~ f'LFN~ osa. ~rr,8eR39 o,,*~ acc~~,z~, 9 •z3 • ~~r PCLEPft!;~E o:G1~5.9•.~.,L000 ^,C:'S~TUCFr~V CC~U!lEhilT`q a~:n CES'S;^;! F:C4.:D ~t.t'AN0.9 R~E PEQU"1FJ PRiGR TO C7~Ai` ~ . ALC%°:I!+CE PX6 FST,4USH~d;IR OF TNG ROAG; A\~' C°~dS:C•F.fnCIl1TIESFO'ILt1~vtEt~F71C5 ~ PaAK~T nE(,~LrQEO ~ n~~ C.vuSTQuCT/OA/ I I I i ~ r ~i~,,,,R , i I I I I ~ Drarn Qafe A. SWr~AA ca,~,n e~ , 1 . a'h.~~ . I _ VERTICAL DAIUM; - • ~ - wwwu ~ ww~n,~v w~~w~ ~w u~ww~rw ~ 1 MAf G I CROWIV WEST REALTY ~ S~F1EE A\'0 ~ 'QuCT/OA/ ~ - - CURVE TABLE EX1511NG IYPE B DRYWELL CONSIRUCT IXiEN~ON OF 4 EXISTING TYPE B ORYWELL ~ HUMBERIRADIUSI~CTH~TANCE7d11 OEITA ROAOVE FRAME AND GRATE REMOVE FRAME AND GRAIE C1 ~ 30.00' ~ 26.55' ~ t~.21' ~ so'~2'~3' INSTALL TYPE 4 RINC AND ElOS11NC TRAFFlC ISUND 3 INSTALL TYPE 4 RING AND C2 ~ 3000' ~ t2.2o' ~ 8.18' I~~Y~~ ~VEME~NT.~REI~OVE NY~ SH~EET~AN6 STANOARO 50UD COVER fIUSH TO NEW ~ 50 25 0 50 so iao LOCAL PAVEMENT DEPRESSION. STA. 16+A0, 54.50' RT PAVEMENT. REM~VE ANY ~ r t + } ca ~~o'oo ~~6.u ~ i4.Z1 ~ so 4Z i3~ NEW 10' I.E. E= 2009.70 QOSIING TYPE B DRYWEIl ~E 1 CATCM BA~N LOCAL PA4EMENT DEPRES50N. ~ SCALE fEET I~•~~ I 12.20' ~ 6.~8' ~ 231729' g STA. 14+89.03, CENTERUNE ~ REMOYE fRAME AND GRATE R~M ELo2013.58 NEW 10' I.E. (E) = 2008.90 Z + ' FEET STA. 10+30, 54,50' RT OF 30' DRiVEWAY 10' I.E.(5~=2009.64 D EwsnraC rrn~ 'e' uw CS ~ So.oo' ~ 785~' ~ so.oo' ~ sono'aa' 3 TYPE B ORTN'ELL STA. 10+B2,7B, CENIERUNE-- INSTALL TYPE 4 RING AND yy~ npE 1 fRAME I Z I ~~^~E a1:D can~ 'B' DW 1 GRATE 1.87 Cs ~ 50.00' ~ t7,9e' ~ 19.~~' ~ 89'21'~6' RIM E1.~2013.63 pF 4p' DRIVEWAY EXISIINC TYPE B ORYY~EIl SOUD C04Efi FIUSH TO NEW 0.. 2oir.8~ W1TH C9UNTY TYPE 1 RECT. AND TYPE 3 GRAIE NEW 1D~ I.E E= 2Q08.50 PAVEIdIENT. REAIOVE ANY E~ast ttt~F~IC I y I ~E~aSnnC ~t~'iC 9ct+n~ C~ ~ i0.oo' ~~5 ~i' ~ io,oo' ~ e9s9'S~' FRA1(E ANO TYPE 1 GRAIE • IOCAI PAVEMENT QEPRESSION. sid+,u r+aNOHO~E To C POlES TO BE RQOCAIEO 4FFIC SIGNAL E R0.oCA7ED NEW 10' I.E (E) ~ 2008.73 Bi AELOCAtED BY COUNtt er ca,NrY E1fI5T PON'ER POLE I Z I rEXISi1NC 1RAFFlC iW, Of 4 TO 8E C 9CNAL B0IlES iitAFFtC 30XE5 STA. 9+127B, 55.5~ RT. - 10~ SO STA. 14+74 REMOVE EIOST. ISIAND ~ RELOCATEO EY WYR m ~ NOIE: WORK IN 1H15 N END TAPER 1~25.9~ END OF 1RAFFlC ~ TMIS AREA ~p• OE SFIALL NOT HEqN UNTiI : woRK iN nus aREn 1 NOT BEpN UNTiL 11V Cfl M~flf1~1 /1_C ~ - ISLAND ERTENSION L=16.BA~ STA. 18+85.0 ~ COUNT( RELOCATION OF STA.8+66, 38' RT. l 29.6' m 55.5' RIGMT 1 1TtAfFlC SIGNAL POLE IS SAWCUT EXISIING CURB pW Ca.02~4 ~ C'~~ ~ CURB REIURN I ~'QM~i~ FlC SIGNAL POLE IS AND BEqN TAPER ~ ~ - ~ ~ ~ f~~ - ~ .a. ~ ~ ~ -y - • 'V r ' ~ ~ L'~ ~ ~ ~ ~ STA 26+; ~ ~ + ~a0i° T ti 0~ ~ ~ ~ ~ SULUVAN ROAD L. ~ ~ m SEC.1 ILT13) STA 26+38.39 ~SEC. 1 Ois~ JL D 11 / 14 ~ 1S 18 17 _ - 9 ]-ti-►~ W. 1/4 0 a~cuiniwcsanoN ~ti°' ~ ~ ~ ~Q ~ v Q Q . - -1-~ • 1 . - ~ • . /i/:~%' b ti_~ W. 1/4 OORNER ` . ~ 1-~ ` N.00'35'S8"W, 20.00' ~ RFNOVE 11040 L~ CQriC. ~ ` lEL NN o r / p~ ~ SICIJA~ BO% FOR - l SEE NOTE 11 \ o~ ~ ~ r" ~ CURB AND CUIIF.R DEIECTOR LOOP I.~~~ ~ ~ - 8 Q $TA. YO+3S.0 l ~ Ow ~ AxCUt E~iSi nC r D+.* ~ ~ ~ ` - iEL PED. 3 5' RICHT ~ STA. 20+35.01 37.5' RIGHT ~ I~ ~ - - - - ~ - ~ - - r - - - - 8~~ H, - v - - 1D ~ ~ - ~ e. _ ~ B~.L6,s.. ---L-~ - - `N6iF=t ~ ~ CURB REiURN - L'~r,.,~ ' - z~ =i- - - J . - - - - - ~i -OE TCEL2015.9 - ! _ - n H,p_c, ; ` 'Q zoil tiPF6r6i". OE~~--F)T = ~ ~ ~ 2 5.73 TC CURB RETURN TC TC EL 2015.92t IL=I:~_74~.1~+L-~3q-- ' M .OE F ~ . . ~tf I I 1 I \ r~ ~ ~ ~ 1 ~ EN7RY ~ ~i~f,'~~~:~~i~'~..'~'~1~~;+A~~%~ ~ ENIST 1ELE.~A~AI C~~ ! _ - ~ _ . - --SI 0. I _ - - - / ~ F OOD L~NT a~r ExTEND 6' ~WK TO AIEET~ ~ - ~-rrrr;~ - --T- - A 1 7 - 2 ~ a - - - FUNRE SDWK ADJACENT 0 ~ . 1 278, 55.5 RT ~4 ~ I ` , NA~ .TA. 19+85.09 _ T. , ~ , ~ A P~. ~~1 ~ -C~RB ON-SIitLVAN I E RN _ i RIM EL.~201J.31 SEE NOTE t~ 10" SG 87.02~ RIGHT 6.09 Y 1H S - _ N m - + I ~ ~ ~ ~ CURB RENRN ~B 0 ER ) ~ o e STA, 10+55.99, 6fi.5' RT ~ 10'I.E.(SY~=2009.31 ~ I ~°2 '19 TC E1.=2015.47t o i a> N R E L O C A T E E% I S 1 1 N G ~ I ❑ C--.~ 3 1~' y~ 0 R 0. 0 C A T E E l tl S i. C A T E ~ , 0 4 W/ T Y P E 1 F R A l 1 E L ~ ~ ~ lior URN 115.47t o„ ~ ~ o EIOSiIkC LICHT POLE B E H I N D N E W S D W K ~ 9 ~ I A N D T Y P E 1 G R A T E A t E ~ ~ A N W A R N I N G r - R E ~ a c a t E f x ~ S n N C I ~ I B Y O T H E R$ I ~ 1 S I G N T O 1 H E N E W I ~ TRANfER STAiION SIGN I 1~15.59 ''DV ~ o' TO REMAIN HT POLE ~ ~ END CURB 2014.04 TC ' E) O S 1 1 N G C A T C H B A 9 N T O ~p p F MEDIAN . N S T A. 1 9+ 3 5. 0 1, 1 0 5. 5' R T. - - E~~'- - ' - - - - - - - - - - - - ~ BE REMOVED. REAIOVE AND I I ~ CURB RENRN, fND TYPE 8 ~ ~ BEdN TrPE A CURB 35.01, 105.5' RT. iURN, END TYPE 8 CURB ~ F U N R E I A A N D C U R B S R E P L A C E A S P H A L T T O R E M O V E TA. 1 90 SS. ' R T S T A. 1+' t~, 5 4. 5 0' R T I I ~ I OEPRES~D AREA, s TYPE 1 C'CH BASIN 1 TC Q.=2015.62t W i TO BE CONSTRUC7E0 BY OTHERS I SP01(ANE COUNTY CONCRETE TypE OR ~ I I `tS ~ W~r STA. U+35, 54.5 RT APPROACH PER STANDAR~ ~M =2014. 8~ RIM EL= 3.)J i I PE A CURB I F r I LOT 9 I TYPE 1 CATCH ~N ORAWING A-7 W E 1 FR IAEI 3 10 LE. ~2009.73 ~j _ o_ 1 ~ DfISTINC iRAFFlC I KAN I VOLUME ~ I ~ W ~ FRAME -'v ~ SI.AND ~ {A ~ J SPO E COUNTY H GH ~ RIM 0., 201J,11 AND E 1 AT~ ~ ~ ~ ~ dc LIGHT TO BE REMOYED G TRAFFIC ISLAND I ~ J 101.E(NYQ~2009,11 FUNRE ISLAND CURBS AND iYpE CRAIE ~ ~ - - - ~IVEWAY-APR&OACH ~VI1N~'P6- I , ~ ( STA. 11+32.78 ~ 2ot9.3q I ~ ~ 55.5' RIGHT w~ ~E 2 FRANE TO 8E CONSIRUCIED BY OTHERS ~ ~ J . ~ ~ R A W I N C B- 1 B A AND TYPE J CRATE ~ 7 H R E S E T E X I S T i N G C A T C H B A S I N f TO BE REMOVED ~ d 1 R 6 R E N R N I f TO CANFORM TO NEW CURB 1. ALL EAit1FIWORN AItD PANNG TO CONFOHY i0 1888 W~OT STANDARD SPECR1CAl10NS Q~~~~~ Jp HA~E A COYPLETE SET Of 111E APPROVED ROAD AND ~6. SAWCUT E70STWG AC BACK FROM EDCE OF E105T. GUT1IIt 7l7 OBTIJN ~1RAtCHT AT STA 18~37.50, 144.4~ RT CATCN BASIN ,-NEW CURB ALL STqW ptAMACE TO CplFqlY TO SPOKANE CGUNIY STIWDARDS ALL S110PWC AND ppNNAGE PLANS ON 1HE JOB SIIE N410JEYEA Wf6tRUC1~! LS IN PR~RESS ~~~~~T PArE1k11L TAIX COAT CUT AC FACE Pf~Oft TO PLASJNC 1@M' AC ~ RIIA EL~ 2014.58 CNANNEl1ZA11Q1 TO CONf'OflY TO THE 4ANUAL OF UKI~ORIA IRAfFlC COW1Ra DEMCES 17. i0R SIRIPMG REpUTAEAIDliS gEE CMANNFIJJZAAlION PLAN, SNEE~ 2 STA 19+15pp, 117.75 RT N (~~prT B I~ 1HE COd1RACTOR DiSCOVERS ANY DISCREPANqES BE1M4U1 1HE PIANS At~ E10S11NC Z EE EH4 kEIY TYPE A q1FB TC EL.= 2015.14 2~JBptADE AND OtAVEI BASE OOUNSE TO BE CdAPACTED TO o9JC dF MAX A51Y 0 1557 ~~n~5 ENCOUNI~, ME CONIRACTOR SHALL OA~mIAmY NOnFY TME DE~GN ALL DOSTING DRYNfl15 iD REaIAIN (TYP. OF 1) SHALL BE qFAkID Ofi ALL SILT B1' ~ • RECONNECT 10~ PIPE TO a~+~ ~+n ~a~5 ~ A COMPANY IN 1HE flUS~ OF WAINTApUNC DRY~L~. ~ m QuSnHC DRYN~ OE?Y91Y. ASPHAIT TO BE COHPACTED TO 91x OF NAK RICL DEN9TY. PA1~EHlDIT TO BE t OONS1RlJC1~ IN A~ANCE YA1H APPUCA~E SECnONS OF ~C110N 5-04 0~ NSDOT 10. FOR CONSTAUC110N Of DRYYIfLLS, INSTAII FlL1EA fABPoC (MtOCO 4S4S OR APPROVFD i i ~ s~umuto s~a~no►~s, n e~N n+c oar~u. e~aaa u~o TMe rrrs~+m a~~u~aoac, µo s~ EWIVUFN REMOVE t 160 LF OF E%IST. ~TM iHE N'ASHW DRMNROq( AND 1ME NATII~E SqLS 3 N~OENING CONC. CURB. SAwCUT AC a ca►r~cra~ s►wi e~ aesve►~~ cna oooeu s~aau~e cou~ ~c n. Paroa ro g~ carsrnuclooN, TME Corn~cTOa is F~svor+se~ rrn ~oc~nKC u~t- SEC110N 1 aaN~s iN n~as ~~sr~~unon o~ m,vs~c aa+u ca+ma uao~na+s~r rr~ INIERSEC110f1 OF SUWVAN RWN AND KIEANAN A~ENUL CROUND UTf1111E5. CALL THE UNDERCRWkD U71UTY LOCAlION ~1CE AT 458-8000 NOIE FOA TYPICAL PAVE31pIT SEC71ql SEE ~ FUTURE CURB TO BE LF OF EX1ST. ;AWCUT AC 4. CONIRACTdfi SHALL BE RESPONSIBIE fOR OOORDINAitON 0~ WORK M11H WA9IMCTOH ~CAIl BffORE YOU DIG~ 3 ~I$TRU~Tm BY ~TH~$ WAIER PONER IN 111QR POWER Pdl£ RflACAT10l1 N~DRK AkD YATN USWEST IN THQR 12 FOR Al1Y CURB GRAOES 1E55 1HAN 0.&L (QOOB fi/1T) A YUSHINCTON STATE-IJ~ENSED PEDESTAL REY6YAl AND YANMOIE MII MdIS1hICNi NORK. PROFES90NAl IAND SURVEYOR 9W1 YE78FY 1NAT TNE d~tB FOfCAS 1J~ AT 1}E CRADES TO BE BY OiHERS 5. CATCFI BASINS AT $TA 11t35 AHO 18+90 SHALL HA4E SPOKANE C01NIiY IYPE J METAI N01ED ON 1NE APPROVED P~ANS, PRDOR TO P1ACfYENT OF QIRB YATERIAL iNE CONTRACTOii ~ iRAI/E AND GRAIE ALL Ol}EA CATCH 81151N5 S111LL1 HAYE iYPE 1 UETAL FRAME AND a RESPON9BLE FOR ARRANqNC AND COORDINATING NOFtN N1111 1HL PR~FES9WUl UND pUIE ALL NEW DRYM431S SHALL HAYE IYPE / I~iAL FRAYE ANO SOl1D COYFR. SUR~EYOR. B. ALL 1YORK ANO MAiER1AlS SNALL BE W CUNr~IMANCE M11H iNE ~SPOKANE COUNTY 13. OONiNACTOR IS RESPONS~£ TO WOf~1NAlE ALL CONSIRUCTION WI1H SPqCAI~ COUNTY SiAkDARDS FOR RdAO AND SfNER CONSTRUCiION 199Y, AND AS AMENOEO. AND PER INSPEC110N ANI CERIIFlGUION. ALL CONSiRUCT10N NUST BE OBSERY4D 1HE '1~84 STANDARD SPEqFlCAlI0N5 fOR RMD. BPoOCE. AMD MUNICPAI CONSIRUCTIOH• PRIOR TO BURT OR SURFAdNG OPERAlIONS, AS PUBUSHm BY THE YlASHINGTOH S1AIE OEPARTMENT OF iRAHSPQATA11pt(M5DOT). ~4. US WEST ODN7RACi0R TO R£MOY£ lE1IDHONE PWESTALS (1YP OF 2) At~tD LOYkR VA4RT AND BY 1NE AYEPoCAN PUBUC NORKS ASSOqAl10~i(APWA). YANNOIE PoNtS (i1P OF Z) TO ~ FUI91 N1TM NEII' PAYDIFNT. 7. LOCAlI~LS Of E1O511NC U7W11ES SHONN N llff ~LAHS ARE IPPROlOYAIE 1HE CWIRACTOR 1S. NMF OCAiE OVFRHEAD POAER l1NES APPROx 15~ EAST 0~ E)(IST. LOCAl10N SNALL 8E ftE5PON5181E fOR IOCAIIMC ALL. UK~DERCRWN~ U11L111ES, ANY COlSLt~11NG AS INd~~, U11U11ES SHALL BE RELOCATED PAtOR 10 OONSTRUC110N OF ROAD MID ORAINACF FAplJ11ES 6 7 8 I~ 9 I 10 1~ 12 13 14 15 18 17 18 19 20 ~ ~ ~ ~ I ~ S O W ~ ~N Q C ~ ~ Q~ ~ m m m ~ ' f' ~ ~ W K a + n a - _ w ~ ~ m ~ _m, ? _ ~I `•~'-~i;A~1'C~('Ai'aYS.~' W ~ . ~ ad n ~ ° o~ r ~ o I . i ~ ~ m ~ n o ^ ~ + ~ ~ Q ^ ~a + n ~ ~ ~ OE F1CIA ( LBLIC 11;1ClJbiEl1 ' o DOST. ND r h ~o mh N~ a nN n~ ^O1 N N ~ 3N ~ m N+ 1 ~N OfiICI11Al~ +a +ri j~o nS ~ <ui .r~ m~ i - MSJ- I iy~ 4~ C~ 1 1 O m 1 W I m ~~~0 a0 NN F~O~J Q aN I I ~ ~ I~ 1OI'l.7B' sr~ ~+cn; a cv _ ~ N~N ~ ~ I ~ID W y N W~~ _ S J rl:~'i%~i: •~f F;~I~~~I rU'FI~~~ , 2a2o - Y . a~ ~ . „ ~ ~ ~ T~a ~ y F< W ~ HJ f~1 5 J ~ ~ a W Fi 5, ~ ~ W •LL:~:A~~:~~.,~~i. r. I N S N~! N W 4 W S~' C a W C ~i„ l J~:~7 d H S P• 3 - DD79 -.0050 L _ -a~5u_ - - - - ` =DO - - - -+.aa _ - - q,,:rF:~:~~~:9~.t3~1, 7 UrFlJc~ RICNT - - - ^ ` - - - . 1 ,[C..,. I I ri:l.C•.,tii:9~xJ•R7oU' , CURB I 1 ^C;:i~~':~J~i ~t7.U"Et~w:pl' A1R CCr:i+.i , 2M0 ~ ~ _ _ i" ......a ~,~rt, c,r~ rc ra ~ TOP OF 'WRB ''.e'iL Ffatta.l7',1~''~ Ci 1M°_ P:xV:.t\~'' ti!:1:-~ ~!f~y:''vI' cl' ~ . t . I y :::~.i R CC~: i +'.i' • .rcr_a. . L. ' ` ~r►iT fZaoLL~RCn! FerCa+nRUcrio~l Ps i= rx+_s I ' M - - • ° - • I oNS7R~rLcT~ol~ °arp ^ o~;` p~ p m ~p ~ n,~ `~n ma n s~ In n N o CALL I N mN 1 NfV ~D h+ lrvy~ ~m r♦ ~D 1~p1 ~q ~m A^ ~.fN O~N S eV m~0 r . n~ ni ~o m ro ~•r mn e~ cr o ~ ui a~ r~ui 'v H~ mn co ad ~ 6 ei ed ~ h ~ + m p~~• nh m ~ri nri no + i ai m^ r• nc i'o :o n"o o +j i~ o I ,o ~ o o „ e _o No _N _n _N .N ~ry~ ~ mN ~ EFORE YOJ DI + N^ ~ m^ mN n O ~N ~N O n0 nN O 10n J Hd IV 01ry ~N 1V ^rv ' 1 N ..N ~ ~ ~ 2020 1 ► - d ~ - N ~ i c: ~ i ~ ' ~ 1 ~ _ ~ w ~i 14~ _ `L~ d ~ d < _ a W ~W W ..~-~a ~W ~a N ~ ~ ~ ~ ~d _ , _ ~ DI ~ N W y~ F~ ~ V1 ~ I4) ~ N N N '!1 ~ W ~il in N ~ ~ e .oa33 . o~-ots, +.u~s },L ~K -.oas - oa~s . ..oo~u - - - ~ +,4~'z, r joo4~ 00~8 __t1_.r 0053 ~ ±.ooi i ~ ~oa2 ~ : ,o~~~ ~yas _.oooi_ .oo~c ~+;~ga_ ti ~.aoa2 ~ R~p~T y _ ooz _ - . ~ -f,- ~ ` . - rt,- ONE ALL N MBER GUTTER f.0065. 0040 , 4 HR. aTICE ' EQUIR D J ~ ~ . ~ ~ ~ 2010 ~ 11¢•o[s~~t►tPR ~tSSHOrn'a+~nnS-~ ~114-umtuda~tlw~>-eor~FOtr~- ro n+~ ~ar~ur~at nor~s a~ n+e ~acu+e oo~n st~u~s ra~ kwo +x~ sc~r+ I I p I I itl- T.B.M. - ISPOKANE COUNTY T.R.1~, N(1, 111 - ISPIKC iu I CON51Ri1C110N AND SPOKAHErCOUNTY CUDEUNES kOR SipRMWAIER Y~VA60/kNT. ~ Taylor En gmeermg,. 'Inc. Civil Design and Land Plarining principals: Perry M. Taylor, P.E. Stmiley R. Stirling Mark A. Aronson, P.E. July 22, 1997 David C. Lar.ren, P.E. Associates: ' Scott M. Buscl4 P.E. MI. Dean Franz Frank R. Ide, ASLA Spokane County Engineers 1026 W. Broadwa Avenue Chief Financial Offcer: y Edwin G. Wagnild Spokane, WA 99260 RE: Sullivan Road Widening Adjacent to Crown West Industrial Park Dear Dean, Enclosed are calculations and drainage basin maps for the subject project. Per previous discussions and your letter of July 14, 1997 we are submitting drainage basin maps and calculations for direct runoff from the new and existing pavement to new and existi.ng drywells without `208' treatment. All existing drywells are to cleaned as part of this contract. The County standard disposal rate of 1 cfs was used for the Type B drywells. This rate is appropriate for the Garrison gravelly ~ soils as evidenced in the soils on the Industrial Park site next to this project. Attachment "A" is the Basin Map and Attachment "B" are the calculations using the Rational Method with Tc = 5 min, intensity = 3.18 inches/hour and the runoff coefficient = 0.90. Attachment "C" are the inlet calculations using Heastad Methods Quick HEC-12. Interception rates and spreads are calculated for each catch basin using Type 1 and Type 3 vaned grates. Runoff not intercepted is carried over to downstream grates. This carryover is reflected in the calculations in Attachment "B". In all cases the intercepted runoff is less than or equal to 1.0 cfs, the capacity of a Type B drywell in Garrison gravels. Attachment "D" is an Excel spreadsheet that calculates the cross-slope at selected stations to check that new cross slopes are between 2% and 4 1/2 % per County Standards. The longitudinal gutter slopes are maintained at greater than or equal to 0.5 % per County minimum grades. Please feel free to call with any questions in your review. . OFFtC1AL ,PU.~g ~MGf~l~S Q~t~~ Sincerely, ~KANE CoU~ . ORGI NAI TAYLOR ENGINEERING, INC. pRa!ECT 4 s~,wmTTAti ~ . ~ &Szer, ~~~U~ ENGU~R M P. E. ~ Project Engineer MAS/trt/96-005K/franzl.wrd 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 1 ° • . ~sC5~' ' • . I . ~ . ' . _ ~ ' I . . - ' ~ ATTACHMENT A , ~ - ' ~ . , r • ~ 1 . ~ 1 ~ . ~ ~ . • . , . &TTA.CtUvWNT B . , , . i . ~ , ~ . , . . . 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I ' 1 + • d I t , 1 ' ~ , . • - . ~ " ~ PROJECT 96005K HEC12 Version: V2.90 Run•Date: 07-16-1997 INLET NUMBER 1 LENGTH 2.0 STATION 10+30R DRAINAGE AREA = 0.161 ACRES C VALUE _.900 CA = 0.145 SUM CA= 0.145 INT= 3.18 CFS= 0.461 C0= 0.000 GUTTER FLOW= 0.461 GUTTER SLOPE = 0.0077 FT/FT PAVEMENT CROSS SLOPE = 0.0300 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 3.49 1.7 0.48 0.0810 2.7 0.88 2.0 0.101 0.119 XXXXXXXXXX GRATE INLET ON A GRADE XXXXXXXXXX CFS INTERCEPTED= 0.42 CFS CARRYOVER= 0.04 INLET NUMBER 6 LENGTH 2.0 STATION 17+20 DRAINAGE AREA = 0.319 ACRES C VALUE _.900 CA = 0.287 SUM CA= 0.287 INT= 3.18 CFS= 0.913 C0= 0.000 GUTTER FLOW= 0.913 GUTTER SLOPE = 0.0050 FT/FT PAVEMENT CROSS SLOPE = 0.0380 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 4.77 1.7 0.35 0.0810 2.1 0.75 1.9 0.093 0.108 ' XXXXXXXXXX GRATE INLET ON A GRADE XXXXXXXXXX , CFS INTERCEPTED= 0.75 CFS CARRYOVER= 0.16 INLET NUMBER 3 LENGTH 2.0 STATION 11+75R DRAINAGE AREA = 0.371 ACRES C VALUE _.900 CA = 0.334 SUM CA= 0.334 INT= 3.18 CFS= 1.062 C0= 0.000 GUTTER FLOW= 1.062 GUTTER SLOPE = 0.0050 FT/FT PAVEMENT CROSS SLOPE = 0.0440 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 4.70 1.7 0.36 0.0810 1.8 0.69 1.7 0.087 0.104 XXXXXXXXXX GRATE INLET ON A GRADE XXXXXXXXXX CFS INTERCEPTED= 0.83 CFS CARRYOVER= 0.23 PROJECT 96005K HEC12 Version:*V2.90 Run-Date: 07-16-1997 INLET NUMBER 2 LENGTH 0.0 STATION 11+35R '-"DNINAGE AREA = 0.077 ACRES C VALUE _.900 CA = 0.069 'AINAGE AREA = 0.178 ACRES C VALUE _.900 CA = 0.160 t . FOR THE FIRST SIDE SUM CA= 0.069 INT= 3.18 CFS= 0.220 C0= 0.230 GUTTER FLOW= 0.450 FOR THE OTHER SIDE . SUM CA= 0.160 INT= 3.18 CFS= 0.509 C0= 0.040 GUTTER FLOW= 0.549 AT THE INLET . , SUM CA= 0.229 INT= 3.18 CFS= 0.730 C0= 0.270 GUTTER FLOW= 1.000 "\,-..-'CTER SLOPE = 0.0050 FT/FT PAVEMENT CROSS SLOPE = 0.0400 FT/FT SPREAD AT A SLOPE OF .005 (ft. /ft. ) AND 0.55 (cfs) IS 3.68 (ft. ) XXXXXXXXXX GRATE INLET IN A SUMP XXXXXXXXXX DEPTH OF WATER ( f t) = 0.16 SPREAD ( f t) = 3.94 Grate operates as A WEIR INLET NUMBER 5 LENGTH 0.0 STATION 16+90R DRAINAGE AREA = 0.048 ACRES C VALUE _.900 CA = 0.043 DRAINAGE AREA = 0.160 ACRES C VALUE _.900 CA = 0.144 FOR THE FIRST SIDE SUM CA= 0.043 INT= 3.18 CFS= 0.137 C0= 0.160 GUTTER FLOW= 0.297 FOR THE OTHER SIDE SUM CA= 0.144 INT= 3.18 CFS= 0.458 C0= 0.030 GUTTER FLOW= 0.488 AT THE INLET SUM CA= 0.187 INT= 3.18 CFS= 0.595 C0= 0.190 GUTTER FLOW= 0.785 GUTTER SLOPE = 0.0050 FT/FT PAVEMENT CROSS SLOPE = 0.0400 FT/FT ~ ' , . , 87PKEAD AT A SLOPE OF .005 (ft. /ft. ) AND 0.49 (cfs) IS 3.48 (ft. ) XXXXXXXXXX GRATE INLET IN A SUMP XXXXXXXXXX DEPTH OF WATER ( f t) = 0.13 SPREAD ( f t) = 3.35 Grate operates-as A WEIR , . PROJECT 96005K ' HEC12 Version: V2.90 Run•,Date: 07-16-1997 INLET NUMBER 4 LENGTH 2.0 STATION- 15+90R DRAINAGE AREA = 0.148 ACRES C VALUE _.900 CA = 0.133 SUM CA= 0.133 INT= 3.18 CFS= 0.424 C0= 0.000 GUTTER FLOW= 0.424 GUTTER SLOPE = 0.0050 FT/FT PAVEMENT CROSS SLOPE = 0.0370 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 3.37 1.7 0.50 0.0810 2.2 0.90 1.9 0.094 0.121 XXXXXXXXXX GRATE INLET ON A GRADE XXXXXXXXXX CFS INTERCEPTED= 0.39 CFS CARRYOVER= 0.03 . '"J ♦ , , . , • . _ ~ - ~ ~ f . . ~ . , . N'rD ~ ~ TT AC~~ . , . . A . ~ - , , . . . . . - , . . - _ . ~ ~ ~ . . ~ , . r ~ . ~ , ~ ~ - . ~ ~ . ~ ~ . ` ' ` r~i ~ • ~ 1 ` - TAYLOR ENGINEERING, INC. PROJECT: SULLNAN WIDENING SOUTH OF KIERNAN . W.106 MISSION AVE., SUITE 206 DATE: 16-Ju1-97 SPOKANE, WA. 99201 TYPICAL SECTION DATA - ROAD NAME: SULLNAN , u . ROAD HALF WIDTH: NA ' CURB TYPE: TYPE "B° #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 , C1L E.P. DIST. FROM DISTANCE MITiIl1fUM MAXIMUM SELECTED % GRADE % GRADE STATION ELEVATION ELEVATION C/L TO E.P. FROM E.P. CURB ELEV. CURB ELEV. ELEVATION CROSS- LONGI- TO CURB (4.5% SLOPE (2% SLOPE SECTION NDINAL FROM E.P. + FROM E.P. + OF ASPH. CURB HEIGHT) CUIt13 FEIGHT) 8+66.11 NA ~ 2014.95 ~ 38.0 ~ 0.0 ~ 2015.40 ~ 2015.36 ~ 2015.34 ~ 0.67 ~ 9+26.43 NA ~ 2014.75 ~ 38.0 ~ 9.9 ~ 2014.75 ~ 2014.96 ~ 2014.87 ~ 3.10 ~ 9+80 NA ~ 2014.57 ~ 38.0 ~ 17.5 ~ 2014.23 ~ 2014.63 ~ 2014.46 ~ 3.06 ~ 10+08.79 NA ~ 2014.44 ~ 38.0 ~ 17.5 ~ 2014.10 ~ 2014.50 ~ 2014.32 ~ 3.13 ~ 10+55.10 NA ~ 2014.23 ~ 38.0 ~ 17.5 ~ 2413.89 ~ 2014,29 ~ 2014.09 ~ 3.25 11+15 NA ~ 2014,01 ~ 38.0 ~ 17.5 ~ 2013.67 ~ 2014,07 ~ 2013.79 ~ 3.75 ~ 11+65 NA ~ 2014.17 ~ 38.0 ~ 17.5 ~ 2013.83 ~ 2014.23 ~ 2013.84 ~ 4.44 ~ 11+98.19 NA ~ 2014.33 I 38.0 ~ 17.5 ~ 2013.49 ~ 2014.39 ~ 2414.00 ~ 4.44 ~ 12+50.38 NA ~ 2014.59 ~ 38.0 ~ 17.5 ~ 2014.25 ~ 2014.65 ~ 2014,27 ~ 4.38 ~ 13+10.94 1dA ( 2414.84 ~ 38.0 ~ 17.5 ~ 2014.50 ~ 2014.90 ~ 2014.57 ~ 4.06 ~ 13+61.31 NA ~ 2015.07 ~ 38.0 ~ 17.5 ~ 2014.73 ~ 2015.13 ~ 2014.82 ~ 3.94 ~ 14+12.22 NA ~ 2015.34 ~ 38,0 ~ 17.5 ~ 2015.00 ~ 2015.40 ~ 2015.08 ~ 4.00 ~ 14+69.82 NA ~ 2015.40 ~ 38,0 ~ 17.5 ~ 2015.06 ~ 2015.46 ~ 2015.25 ~ 3.31 ~ 15+39.58 NA ~ 2015.11 ~ 38.0 ~ 17.5 ~ 2014.17 ~ 2015.17 ~ 2014.91 ~ 3.62 ~ 15+94.40 NA ~ 2014.85 ~ 38.0 ~ 17.5 ~ 2014,51 ~ 2014.91 ~ 2014.64 ~ 3.69 ~ 16+56.95 NA ~ 2014.56 ~ 38.0 ~ 17.5 ~ 2014,22 I 2014.62 ~ 2014.33 ~ 3.81 ~ 16+89 NA ~ 2014.41 ~ 38.0 ~ 17.5 I 2014.07 ~ 2014.47 ~ 2014.16 ~ 3.94 I 17+22.23 NA ~ 2014.55 ~ 38.0 ~ 17.5 ~ 2014,21 ~ 2014.61 ~ 2014.32 ~ 3.81 ~ 17+96.89 NA ~ 2014.89 ~ 38.0 ~ 17.5 ~ 2014.55 ~ 2014.95 ~ 2014.69 ~ 3.63 ~ . 18+39.26 NA i 2015.18 ~ 38.0 ~ 17.5 ~ 2014.84 I 2015.24 ~ 2014.91 ~ 4.06 ~ Single Journal Log 08-Oct-97 Memo to File by Dean Franz P Log ID: 502 Project Name: Misc. Project No: Misc. . Log Date: 10/08/1997 Meeting Type: Phone Call Parties: Jeff Logan @ Wyatt Engrs Subject: BSP-39 NoteS' I reviewed the phased plan that Jeff had submitted in to the County on 9/23/97. After ~ discussing it over the phone, I told Jeffthat the phased plan is acceptable to the County1 i ~ - - - i September 23, 1997 ~ Dean Franz, P.E. ~ Spokane County Engineering ~ 1026 W. Broadway Ave. Spokane, WA 99260-0170 RE: Liberty Lake Corporate Center Construction Project - BSP 38-94 ~ L Dear Mr. Franz: Attached for your review and approval is a copy of a proposed phasing plan for the Liberty Lake Corporate Center Project - BSP 38-94. The plan shows the proposed phasing line as well as a detail of the temporary turn-around. The phasing line coincides with a curb inlet and all phased drainage is designed to flow to a properly sized `208' swale. If approved, Summit Property Development intents to complete all aspects of Phase I during this construction season as well as all of the utilities, drainage structures and subgrade work for Phase II. Phase II curb, gutter, sidewalks and paving would occur as market dictates. Please review this request and provide our office with any comments. If you should have any questions, please give me a call at (509) 328-5139. Sincerely, ' Wyatt Engineering, Inc. C) ✓ QLogan, . . 96088.397 atcachments : Phasing sheet w/temporary tum-around dP+=±il ( rpj&Q - • ' ' RECEIVED, SEP 2 3 1997 SPOKANE l;OUNTY ENGINEER ` ❑ ; ~ ~ 101 Thaln Road W. 1801 Broadway - Suite 110 Lewiston, ID 83501 ; 3pokane, WA 99201 Ph.: (208) 746•2661 Ph.: (509) 328-5139 Fax: (208) 746-6825 Fax: (509) 328-0423 ENGINEERS • SCIRVEYORS • PLANNERS • COlY8TR(iCTIONi MANAGERS Taylor Engineermg, Inc.- Civil Design and Land Planning pi.incipals: Perry M. Taylor, P. E. Stanley R. Stirling Mcrrk A. Aronson, P.E. July 22, 1997 David C. Larsen, P.E. Associates: SconM. Buscl:, P.E. MT. Dean Franz Frcmk R. Ide, ASLA Spokane County Engineers 1026 W. Broadwa Avenue Ctuef Financial Otcicer: y Edwin G. Wagnild Spokane, WA 99260 RE: Sullivan Road Widening Adjacent to Crown West Industrial Park Dear Dean, _ Enclosed are calculations and drainage basin maps for the subject project. Per previous discussions and your letter of July 14, 1997 we are submitting drainage basin maps and calculations for direct runoff from the new and existing pavement to new and existing drywells witlaout `208' treatment. All existing drywells are to cleaned as part of this contract. The County standard disposal rate of 1 cfs was used for the Type B drywells. This rate is appropriate for the Garrison gravelly soils as evidenced in the soils on the Industrial Park site next to this project. Attachment "A" is the Basin Map and Attachment "B" are the calculations using the Rational Method with Tc = 5 min, intensity = 3.18 inches/hour and the runoff coefficient = 0.90. Attachment "C" are the inlet calculations using Heastad Methods Quick HEC-12. Interception rates and spreads are calculated for each catch basin using Type 1 and Type 3 vaned grates. Runoff not intercepted is carried over to downstream grates. This carryover is reflected in the calculations in Attachment "B". In all cases the intercepted runoff is less than or equal to 1.0 - cfs, the capacity of a'Iype B drywell in Garrison gravels. Attachment "D" is an Excel spreadsheet that calculates the cross-slope at selected stations to check that new cross slopes are between 2% and 4 1/2 % per County Standards. The longitudinal gutter slopes are maintained at greater than or equal to 0.5 % per County minimum grades. Please feel free to call widl any questions in your review. pFFICtAL PUBttC DOCUMEtYT %pQKANE COUNTY ENG!NEER'S QFFrit S incerely, OF-1' Nk-on PRlltJEC! ff rr : TAYLOR ENGINEERING, INC. St;W',,r(AL # l -2 ~ M i U, N TO COUyTY ENGHcER ~ - Ma A. S' zer, P. E. Project Engineer MAS/t[t/96-005K/franzl.wrd 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 . Q . . . , ~ ATTACHMENT A ~ . . , , a,~ ~ • , ATTACHMENT B ~ A -0 , . , ~ ~ ~ A I + 1 U ♦ ♦ ~ ~ ~ ~ f I Y / ♦ 4 b • ♦ ~ ~ i I I ~ ♦ ~ ♦ ~ ~ I ~ \ ♦ • • I ~ Af I 1 ~ • I . ♦ . 1 I . i ! • . A 1 I I ~ • ~ ~ ! 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S . . ~ * . • + ~ : ` . t PROJECT 96005K HEC12 Version: V2.90 Run•Date: 07-16-1997 INLET NUMBER 1 LENGTH 2.0 STATION 10+30R DRAINAGE AREA = 0.161 ACRES C VALUE _.900 CA = 0.145 SUM CA= 0.145 INT= 3.18 CFS= 0.461 C0= 0.000 GUTTER FLOW= 0.461 GUTTER SLOPE = 0.0077 FT/FT PAVEMENT CROSS SLOPE = 0.0300 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 3.49 1.7 0.48 0.0810 2.7 0.88 2.0 0.101 0.119 XXXXXXXXXX GRATE INLET ON A GRADE XXXXXXXXXX CFS INTERCEPTED= 0.42 CFS CARRYOVER= 0.04 INLET NUMBER 6 LENGTH 2.0 STATION 17+20 DRAINAGE AREA = 0.319 ACRES C VALUE _.900 CA = 0.287 SUM CA= 0.287 INT= 3.18 CFS= 0.913 C0= 0.000 GUTTER FLOW= 0.913 GUTTER SLOPE = 0.0050 FT/FT • PAVEMENT CROSS SLOPE = 0.0380 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 4.77 1.7 0.35 0.0810 2.1 0.75 1.9 0.093 0.108 , XXXXXXXXXX GRATE INLET ON A GRADE XXXXXXXXXX CFS INTERCEPTED= 0.75 CFS CARRYOVER= 0.16 INLET NUMBER 3LENGTH 2.0 STATION 11+75R DRAINAGE AREA = 0.371 ACRES C VALUE _.900 CA = 0.334 SUM CA= 0.334 INT= 3.18 CFS= 1.062 C0= 0.000 GUTTER FLOW= 1.062 GUTTER SLOPE = 0.0050 FT/FT PAVEMENT CROSS SLOPE = 0.0440 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 4.70 1.7 0.36 0.0810 1.8 0.69 1.7 0.087 0.104 XXXXXXXXXX GRP,TE INLET ON A GRADE XXXXXXXXXX CFS INTERCEPTED= 0.83 CFS CARRYOVER= 0.23 PROJECT 96005K HEC12 Version: V2.90 Run Date: 07-16-1997 INLET NUMBER 2 LENGTH 0.0 STATION 11+35R . ^D?~INAGE AREA = 0.077 ACRES C VALUE _.900 CA = 0.069 ~~~AINAGE AREA = 0.178 ACRES C VALUE _.900 CA = 0.160 .1 . FOR THE FIRST SIDE SUM CA= 0.069 INT= 3.18 CFS= 0.220 C0= 0.230 GUTTER FLOW= 0.450 FOR THE OTHER SIDE . SUM CA= 0.160 INT= 3.18 CFS= 0.509 C0= 0.040 GUTTER FLOW= 0.549 AT THE INLET . , SUM CA= 0.229 INT= 3.18 CFS= 0.730 C0= 0.270 GUTTER FLOW= 1.000 c ;rTER SLOPE = 0.0050 FT/FT PAVEMENT CROSS SLOPE = 0.0400 FT/FT SPREAD AT A SLOPE OF .005 (ft. /ft. ) AND 0.55 (cfs) IS 3.68 (ft. ) XXXXXXXXXX GRATE INLET IN A SUMP XXXXXXXXXX DEPTH OF WATER (ft) = 0.16 SPREAD (ft) = 3.94 Grate operates as A WEIR INLET NUMBER 5 LENGTH 0.0 STATION 16+90R DRAINAGE AREA = 0.048 ACRES C VALUE _.900 CA = 0.043 DRAINAGE AREA = 0.160 ACRES C VALUE _.900 CA = 0.144 FOR THE FIRST SIDE SUM CA= 0.043 INT= 3.18 CFS= 0.137 C0= 0.160 GUTTER FLOW= 0.297 FOR THE OTHER SIDE SUM CA= 0.144 INT= 3.18 CFS= 0.458 C0= 0.030 GUTTER FLOW= 0.488 AT THE INLET SUM CA= 0.187 INT= 3.18 CFS= 0.595 C0= 0.190 GUTTER FLOW= 0.785 GUTTER SLOPE = 0.0050 FT/FT PAVEMENT CROSS SLOPE = 0.0400 FT/FT ~ ',,°rREAD AT A SLOPE OF .005 (ft. /ft. ) AND 0.49 (cfs) IS 3.48 (ft. ) XXXXXXXXXX GRATE INLET IN A SUMP XXXXXXXXXX DEPTH OF WATER ( f t) = 0.13 SPREAD ( f t) = 3.35 Grate operates as A WEIR ~ . PROJECT 96005K ' HEC12 Version: V2.90 Run-,Date: 07-16-1997 INLET NUMBER 4 LENGTH 2.0 STATION 15+90R DRAINAGE AREA = 0.148 ACRES C VALUE _.900 CA = 0.133 SUM CA= 0.133 INT= 3.18 CFS= 0.424 C0= 0.000 GUTTER FLOW= 0.424 GUTTER SLOPE = 0.0050 FT/FT PAVEMENT CROSS SLOPE = 0.0370 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 3.37 1.7 0.50 0.0810 2.2 0.90 1.9 0.094 0.121 XXXXXXXXXX GRATE INLET ON A GRADE XXXXXXXXXX CFS INTERCEPTED= 0.39 CFS CARRYOVER= 0.03 , . . ~ ~ ~ . , • . ATTACHMENT D ~ ~ . V1 ~St^-,9'~~, • . . TAYLOR ENGINEERING, INC. PROJECT: SULLNAN WIDENING SOUTH OF KIERNAN . W.106 MISSION AVE., SUITE 206 DATE: 16-Ju1-97 SPOKANE, WA. 99201 TYPICAL SECTION DATA - ROAD NAME: SULLNAN . ROAD HALF WIDTH: NA ' CURB TYPE: TrnE "s° #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 . GL E.P. DIST, FROM DISTANCE bfIVIMtIM MA)CIMUM SELECTED % GRADE % GRADE STATION ELEVATION ELEVATION GL TO E.P. FROM E.P. CURB ELEV. CURB ELEV. ELEVATION CROSS- LONGI- TO CURB (4.5% SLOPE (2% SLOPE SECTTON T[JDINAL FROM E.P. + FROM E.P. + OF ASPH. CURB HEIGHT) CURB HEIGHT) 8+66.11 NA ~ 2014.95 ~ 38.0 ~ 0.0 ~ 2015.40 ~ 2015.36 ~ 2015.34 ~ 0.67 9+26.43 NA ~ 2014.75 ~ 38.0 ~ 9.9 ~ 2014.75 ~ 2014.96 ~ 2014.87 ~ 3.10 9+80 NA ~ 2014.57 ~ 38.0 ~ 17.5 ~ 2014.23 ~ 2014.63 ~ 2014.46 ~ 3.06 ~ 1(}+08.79 NA ~ 2014.44 ~ 38.0 ~ 17.5 ~ 2014.10 ~ 2014.50 ~ 2014,32 ~ 3.13 ~ 10+55.10 NA ~ 2014,23 ~ 38.0 17.5 ~ 2013.89 ~ 2014.29 ~ 2014,09 ~ 3.25 ~ 11+15 NA ~ 2014.01 ~ 38.0 17.5 ~ 2013.67 ~ 2014.07 ~ 2013,79 ~ 3.75 ~ 11+65 NA ~ 2014.17 ~ 38.0 ~ 11.5 ~ 2013.83 ~ 2014.23 ~ 2013.84 ~ 4.44 ~ 11+98.19 NA ~ 2014.33 ~ 38.0 ~ 17.5 ~ 2013.99 ~ 2014.39 ~ 2014.00 ~ 4.44 ~ 12+50.38 NA ~ 2014.59 ~ 38.0 ~ 17.5 ~ 2414.25 ~ 2014.65 ~ 2014,27 ~ 4,38 ~ 13+10.94 NA ~ 2014.84 ~ 38.0 ~ 17.5 ~ 2014.50 ~ 2014.90 ~ 2014.57 ~ 4.06 ~ 13+61.31 NA ~ 2015.07 ~ 38.0 ~ 17,5 ~ 2014.73 ~ 2015.13 ~ 2014.82 ~ 3.94 ~ 14+12.22 NA ~ 2015.34 ~ 38.0 ~ 17.5 ~ 2015.00 ~ 2015.40 ~ 2015.08 ~ 4.00 ~ 14+69.82 NA ~ 2015.40 I 38.0 ~ 17.5 ~ 2015.06 ~ 2015.46 ~ 2015.25 ~ 3.31 ~ 15+39.58 NA ~ 2015.11 ~ 38.0 ~ 17.5 ~ 2014.77 ~ 2015.17 ~ 2014.91 ~ 3.62 ~ 15+94.40 NA ~ 2014,85 ~ 38.0 ~ 17.5 ~ 2014.51 ~ 2014.91 ~ 2014.64 ~ 3.69 ~ 16+56.95 NA ~ 2014.56 ~ 38.0 ~ 17.5 ~ 2014.22 ~ 2014.62 ~ 2014,33 ~ 3.81 16+89 NA ~ 2014.41 ~ 38.0 ~ 17.5 ~ 2014,07 ( 2014.47 ~ 2014.16 ~ 3.94 ~ 17+22,23 NA ~ 2014.55 ~ 38.0 ~ 11.5 ~ 2014.21 ~ 2014.61 ~ 2014.32 ~ 3•81 ~ 17+96.89 NA ~ 2014.89 ~ 38.0 ~ 17.5 ~ 2014.55 ~ 2014.95 ~ 2014.69 ~ 3.63 ~ . 18+39.26 NA ~ 2015.18 ~ 38.0 ~ 17.5 ~ 2014,84 ~ 2415.24 ~ 2014.91 ~ 4.06 ~ - - raylor Engineermg, Inc,,, ~ivd Design ax~d Land Plannirt~ ~~paLs. \_.r Ferry ff. 7`ay#Qr, P E. Starrdey R. Stirling- MarkA. Aranson, F.E. Davis:l C. Lursen, P.E. - A11gtISt 25, 1997 Associates: ' ,S'cott M. Bu.sch, F.E. • Frank R. lde, AS1.A ~ Mr. DeaE1, FraIlz, P. E. Chtef Financial Officer: Spokane Caunty Engineers Ed"''n G. wagnrrd 1026 West Broadway Ave. Spokane, Washington 99260 Re: Pavement Section Design of ~ ~ Dear Mr. Franz: ~ Encl,osed are the catculations and data' Ject project. Procedures used are as outlined in th kane County . publicatiora entitled "Structural Fave en sc~a -ay 27, 19977 - , as provided by your vffice. This is a revised design incorporating vehicle type distriaution ~ nurnbers supplied by Spolane Cvuaty during the initial review. - Reference af Sources Jntrod,uetionlDesign, Criteria Traffic Data Sai1 Data Calculations - Results 5umrnary EngitYeer's Certification Following your review, we would he haPPy to answer any questions you may have regardi.ng this repart. Sincerely, , TAYLOR ENGINEER.ING, INC. Mark . Switzer, P. E. Project Engineer En.closures MA5ltrt196 tl0SIClpave.wrd , 146 W. MiSSi4n Ave. ■ Spnlcane,li'VA 95201-2345• (549) 328-3371 FA}C (50$) 328-8224 AIFA , raylor Engineenng, Inc. CIVfl Des1gr'l and Iand Plannm ~ ~~~~pals; - - Perry_M. Taylor, P.E. Sranley R. srfrring MarkA. Arorzson, P.E. Dduid C. L[11sen, ,P,E. Associates: Scotr M. Busch, P,E Frrmk R. fr1e, A,5LA Chief Financial C?fficer; ~~~~~N Edwin G. Wagnifd for CRUWN WEST BUSINESS AND IlNDUSTRIAi, PARK ~Date; July 21, 1997 Prepared By. . Mark A. Switzer, P. E. Revised: August 25, 1997 ~A SIT~~ ~ ~ - - ~ - cJCF'IRES Tay10r EI1giaeeTlIIg, Inc. _ West 106 Missian Avenue, Suite 206 Spakarne, Washington 99201 (509) 32$-3371 106 1N. Missian Ave.+ 9pokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 PAVEMENT SECTION DESIGN - for , -CROWN WEST BUSIl*4ESS AND INDUSTRIAL PARK Reference of Sources 1993 AASHTO Design Guide DARWin(tm) Pavement Design System (AASHTO Software Product) Traffic Monitoring Guide, Federal Highway Administration Highway Statistics Division, Federal Highway- Administration Spokane County Public Works, Pavement Management Department Introduction/Design Criteria The proposed project consists of the widening of Sullivan Road in the Spokane Valley adjacent to the Crown West Industrial Park. The 16 foot widening extends south of Kiernan Road for a total distance of approximately 1050 lineal feet. Road widths and lengths were outlined in the Spokane County Hearing Examiner Committee Findings of Fact, Conclusions and Order. Design criteria used is the "1993 AASHTO Design Guide" per Spokane County requirements, using a 20 year design life. The DARWin(tm) computer model, an AASHTO computer software product, was used to calculate the design structural number and the proposed section structural number. The initial serviceability, terminal serviceability, reliability level, standard deviation, structural coefficients, and drainage coefficients were determined based on Spokane County historical data provided by Spokane County Public Works, Pavement Management Department for local materials and conditions (see appendix). Traffic Data Recent traffic counts provided by Spokane County Public Works, Pavement Management Department show maximum two-way daily traffic (ADT) at Sullivan Road and Kiernan Avenue of 20,948. Design ADT used is 20,948. The growth factor used in the Sullivan Road CRP 2484 and Broadway Ave. CRP 2485 - pavement design report was 3%. For this design a 4% annual growth factor was used, which is more conservative. Equivalent Single Axle Loads (ESALS) were determined using the standard Federal Highway Administration vehicle classifications (see appendix), known loading (bus routes, etc.), and actual traffic counts on Sullivan Road as provided by Spokane , f; County. (See Appendix). Truck factors for various classifications were determined ;from the table provided by the Highway Statistics Division (see appendix). . Soil Data A non-destructive test using a model 400B Road Rater with a target force of 2100 pounds and a load frequency of 25 cycles/second was performed by Spokane County. A design Resilient Modulus (Mr) of psi was determined based on test results using the procedure outlined by Spokane Counry in Technical Reference WA-RD 334.1. An Excel spreadsheet was developed to analyze the data and compute the sample average and standard deviation. (See Appendix). Calculations DARWin(tm) Pavement Design Software was used to calculate the accumulated ESALS over the performance period of 8,438,455. The calculated design structural number is . 3.57. The calculated proposed - section structural number is 3.62. Printouts of the calculated design are enclosed in the appendix. Results The resultant pavement section is as follows: , , ACP Class A 3 inches ACP Class E 3 inches CSTC 8 inches Summarv The calculated structural number for the above section (6 inches of asphalt concrete -pavement over 8 inches of crushed surfacing top course) exceeds the calculated design structural number. In accordance with Spokane County standards, the design is therefore acceptable. EnQineer's Certif cation The design improvements shown in this set of plans and calculations conform to the applicable editions of the Spokane County Standards for Road and Sewer Construction. , . ; _ ' . . • ' - . t l ~ - Federal Highway Adminuistration , . Vehicle Classifications - Description l~ Motorcycles . . 2 Passenoer Cars 3 Other two-axle, four-tire single unit vehicles 4 Buses . . 5 Two-axle, six-tire single unit trucks 6 Three-axle single unit trucks . . 7 Four or more axle single unit trucks S . Four or less axle sinole 'trailer trucks 9 Five-axle sinole trailer trucks ' 10 Six or more axle single trailer trucks 11 Five or less axle multi-trailer trucks 12 Six axle multi-trailer trucks 13 Seven or more axle multi-trailer trucks Source: Traffic Monitoring Guide, U.S. Department of Transportation, Federal Highway Adcninistration, Office of Highway Planning, June 1995 ` _ FOltN1S/vchicic/052196 AUG-20-199? 11:19 01150415 0213041402150514 P.01 . , ~ . ~t,.cy c ~ ~-c'1~ ~ • 1-~ ' I / _ - ~ . Suliivan Between Indiana And Flora Pit Road -.11111111 7/16/97 Weather : Clear Counted by: Chris Board # : 1425 Other : NorthBound Autos, Nlultiple Singie Single MC, Light School Commercial Trailer Trailer llnit Class Truck Bus 6us Trucks Trucks Trucks Totals 10:00 128 0 1 5 3 23 160 10:15 135 0 0 0 6 14 155 10:30 133 0 1 3 8 13 158 10:45 129 0 0 2 14 21 166 Totats 525 0 2 10 31 71 639 °!0 82.16% 0.00% 0.31 % 1.56% 4.85% 11. 11% 100.00% 11:00 131 0 2 3 7 17 160 11:15 146 0 0 3 1 21 171 11:30 166 0 0 2 7 20 195 11:45 147 0 0 2 5 17 171 . 7otafs 590 0 2 10 20 75 697 % 84.65% 0.00% 0.29% 1.43% 2.87% 10.76% 100.00% 12:00 156 0 0 6 4 15 181 12:'S 5 229 0 2 1 7 17 256 12:30 197 0 0 1 7 21 226 12:45 214 0 1 2 12 14 243 Totals 796 0 3 10 30 67 906 % 87.86% 0.00% 0.33% 1. 10% 3.31 % 7.40% 9 00.00% 13:00 201 0 1 4 6 14 226 13:15 183 0 0 fi 4 32 225 13:30 193 0 0 5 7 19 224 13:45 207. 0 0 2 5 28 242 Totals 784 0 1 17 22 93 917 % 85.50% 0.00% 0.11 % 1.85% 2.40% 10.14% 100.00% Grand Total 2695 0 S 47 103 306 3139 % of Grand ' Total (85-310/4) 0.00% 0.25% 1.49% 3.26% 9.69% 100.00% ~ (2/ 5p ~S 14. t TOTAL P.01 . • / • , . Flexible Pavement Design Parameters -Spokane County, ti'Vashington Initial Serviceability 4.2 . Terminal Serviceability 2.0 (Residential & Secondary) 2.25 (Rual Arterial) . 2.50 (Urban Arterial) Reliability 90 % Overall Standard Deviation . 0.45 (New Roadways) . 0.49 (Overlays) Drainage Coefficient (Mi) 1.0 (Spokane Valley) 0.95 (Most other Areas) - < 0.95 (Bad Soil Types) ; - . Structural Coefficient of Materials (Ai): . ; ` r ACP, Classes A, B, or E , 0.42 Crushed Surfacin; Base Course 0.1378 Crushed Surfacing Top Course 0'.1378 Elastic Modulus of Materials (E): . ACP Classes A, B, or E 400,000 psi Crushed Surfacing Base Course * 30,000 psi Curshed Surfacing Top Course. 30,000 psi Local Truck Factors: Spokane Transit Authority Bus 2.57 - , Source: Spokane County Public Works ` Chad Coles, P.E., Pavement Nianagement Engineer ' May 1996 • FORNtS/fltx/052 l96 • f--~-. 1993 AASHT4 Pavement Design ~ DARWin(tm) Pavenlent Design Systern A Proprietary AASHTOWARE(tm) Computer Software Product . Flexible Structural Design Module . Sullivan Road Widening for Spokane Industrial Park SULLIVAN ROAD WIDENING Flexible Structural Design Module Data 18-kip ESALs Over Initial Performance Period: 8,438,455 Initial Serviceability: 4.2 -"~Terminal Serviceability: 2.5 - Reliability Level 90 Overall Standard Deviation: .45 Roadbed Soil Resilien# Modulus (PSI): 17,451 Stage Construction: 1 Calculated Design Structura! Number: 3.57 ' . Page 1 Rigorous ESAL Calculation , ~ . Performance Period (years): 20 Two-Way Daily Traffic (ADT): 20,948 Number of Lanes In Design Direction: 3 Percent of Aii Trucks In Design Lane 60 Percent Trucks In Design Direction 50 Growth: Compound Percent Annuat Average Initial Truck Annual % Growth Accumulated 18K ESALs Class of ADT % Growth Factor (ESALs/truck) in Truck Factor over Performance Period 1 0 4 .001 0 0 2 85.3 4 .002 0 1161608 3 0 4 .002 0 0 4 .25 4 2.57 0 4391161 5 3.23 4 .24 0 529,864 6 3.23 . 4 1.02 0 272511922 7 3.23 4 1.02 0 272511922 8 1.09 4 .71 0 5281976 9 1.09 4 .97 0 7221685 10 1.09 4 .9 0 670,532 .5 4 .91 0 311,001 .5 4 .91 0 311,001 13 .49 4 .91 0 3041781 Total 100.00 - - - 8,438,455 , . Page 3 Specified Layer Design Struct. Drain. Coef. Coef. Thickness Width Calcu{ated Layer Material Description (Ai) (Mi) (Di) (in) (ft) SN 1 ACP CLASS A .42 1 3 - 1.26 2 ACP CLASS E .42 1 3 - 1.26 3 CSTC .1378 1 8 - 1.10 Total - - - 14.00 - 3.62 1. I i • Page 2 • Y 1 oYrt. - y . 'v , ENGINEER' S RE ''EW SHEET 'BLDG. PERMIT # -or -FILE# BP* ' - ~ Related File # ( ZE-41-94) Date to Review : 3-31-95 Time ~ # ' Date to AA & DR , Time Date Received 3-20-95 = i , Project Name sIP PENTZER DEV I-1/B-2 No. Lots 17 No.Acres 21.7 ~ Section - Township - lZange SITE AD'DRESS ' E SULLIVAN/S "B"/W 1ST PARCEL # 01546=9091 Applicant's Name , PENTZER DEV CORP/FRANK ID TAYLOR ENG Phone # 328-3371 Address 106 W MISSION STE 206-SPOKANE WA 99201 Work # . Date Conditions mailed ~'t . . Contact person Phone # FLOOD ZONE V NO W 4 S 5 SCHOOL Engineer / Surveyor's / Architect's Name TAYLOR ENGINEERING INC 106 W MISSION STE 206 SPOKANE WA 99201 328-3371 FAX 328-8224 u ' P,lanning Contact Pers'on JOHN TODD Phone # 456-2205 _Date Sillb,rn%tt d` ~ Description Initials - ~ . 9L'/?AGtREEMENT TO PAY FEE3 'OR PRIORITY FEE COMPLETED & COPY TO ACCOUNTING FINAL PLAT FEES COMPLETED & CO'PY TO ACCOUNTING , NOTICE TO PUBLIC # 1 3 4 6 COM.PLETED - OR NEEDS TO BE SIGNED - - -t - ~ /~~C•~ 1__J2-' DESIGN DEVIATION SUBMITTEDX;~AKZ,. ALTERATION TO PLAT - BLOCKS & LOTS ~/J~ /_IL7 BOND RELEASED -ROAD & DRAINAGE IMPROVEMENTS HEARING EXAM _APPROVED _DENIED =APPEALED BBC / PROJECT _APPROVED _DENIED BOND QUANTITIES FOR DRAINAGE ITEM CALCULATED 4 STAMPED MYLARS TO PERMIT TECHNICAN (SYL/SUZANNE) STAMPED 208 LOT PLANS TO ADMINISTRATIVE ASSISTANT (SANDY) r ~a Sy~d L~...r J /l+2-tl 76 ,k?~c~~,~1 ~ e~-~ ~ ~ ? C y~ C ,H"`/ ~~Z • . ' ~'i <7/ ~Z 'f °af'~~'~ ~ 7) ♦ ~~~c ~v~ :y~t~ ~ i ~ ~A-~i~s'a f~J ~~1~-~ ~ . , BEFORE THE SPOKANE COUNTY DIVISION OF PLANNING FINDINGS OF FACT, - - ! . . CONCLUSIONS AND DECISION THIS MATTER, an application from Pentzer Development Corporation has been received and decided upon, pursuant to Spokane County Subdivision regulations, on the -r A day of May, 1995. FINDINGS OF FACT AND CONCLUSIONS 1. The individual signing below has been properly delegated the responsibility for rendering the decision by the Spokane County Director of Planning. 2. The proposal is to divide 21.7 acres into 171ots for industrial and commercial uses. . 3. The proposal is located east of and adjacent to Sullivan Road and approximately 1600 feet of Trent Road (State Route-290), in the SW 1/4 of Secrion 1, Township 25 North, Range 44 E.W.M., Spokane County, Washington. 4. The existing zoning of the property described in the application is Indusn ial Park (I-1) and ' Community Business (B-2), previously established as Heavy Industrial (I-3) zoning on January 1, 1991, pursuant to the Progra,m to Implement the Spokane County Zoning Code, and the subject of an approved zone change from I-3 to I-1 and B-2 (file # ZE-41-94) in 1994. Pursuant to RCW 58.17.195 the proposal dces conform to the requirements of the existing I-1 and B-2 zone. In addition, the property is located within the Airport Overlay Zone, which has specific land use li.mitations for the property. 5. The Spokane County Comprehensive Plan designates this area as Industrial. The development and uses proposed are generally in accord with this planning category. 6. Surrounding uses are primarily industrial and open space. 7. The site is located within the Public Transportation Benefit Area (PTBA) of Spokane County. The Spokane Transit Authority (STA) ValleyfTrentwood Route # 20 provides connecring services to the site. 8. The Spokane County Arterial Road Plan identifies Sullivan Road as a Principal Arterial without controlled access with a future right of way width of 100 feet The existing right of way width is 100 feet. Therefore, as conditioned the proposal conforms to the Road Plan. 9. The required public notice was provided for this proposal and agencies having a potential interest in the project were norified and recommendations solicited. 10. No written comments were received by any adjoining property owners regarding this proposal. 11. An Environmental Checklist was submitted by the spansor and was reviewed by the County Division of Planning. The review considered the specifics of the proposal, other available information, County ordinances, other regulations and laws, possible standard Cond.itions of Approval, the Generalized Comprehensive Plan, and other County policies and guidelines. The Planning Division has determined that "No probable significant adverse impacts" would result from the proposal being developed and issued a Detemunation of Nonsignificance ("DNS") on March 17, 1995. The "DNS" was circulated to 7 other agencies of jurisdiction and other agencies/departments affected by the future development for review and commenL The "DNS" comment period ended April 1, 1995 and was advertised 15 calendar days before said date in the newspaper, by letter to adjacent property owners. The Planning Division has not received additional comments. 12. With the recommended conditions of approval and Spokane County development standards, the proposal is not detrimental to the public health, safety and general welfare; implements the underlying zoning as well as the Comprehensive Plan; and complies with the adopted Binding Site Plan Chapter 4 of the County's Subd.ivision Regulations, Board of County Commissioners Resolution 89-0511. ~ t • DECISION Based upon the above Findin s of Fact and Conclusions, Binding Site Plan Application BSP-39- 95 is hereby APPR4 ~ 98, subject to the condirions noted below. This decision is final~PP ~la. ed- in writing, consistent with a.dopted appeal procedures. . COUNTY DIVISION OF PLANNING CONDITIONS 1. All conditions imposed by.the Spokane County Division of Planning sha11 be binding on the "Applicant", which term sha11 include the owner or owners of the property, heirs, . assigns and successors. 2. The Planning I?irector/designee shall review any proposed final binding site plan to ensure compliance with these Findings and Conditions of Approval. . 3. The proposal shall comply with the Industrial Park (I-1) and Community Business (B-2) zone, as amended. 4. The preliminary binding site plan is given conditional approval for three (3) years, specifically to Jun64, 1 1998. The applicant may request an extension of time by submitdng a written , days pnor to the above expiration date. 5. The final binding site plan be designed substandally in conformance with the preliminary binding site plan of record as legally described and advertised. No increase in the number of lots shall occur without a change of condition applicarion submittal and approval. However, the final binding site plan shall be flexible within the terms of the conditions of approval, and lot lines may be adjusted in a manner prescribed by procedures established by the Planning Division. 6. A binding site plan number shall be indicated before the final binding site plan is filed, such number to be approved by the County Planning Director/Designee. 7. Appropriate road name(s) and street address(es) shall be indicated on the final binding site plan. 8. Appropriate utility easements shall be indicated on copies of the proposed final binding site plan. Written approval of utility easements by utility companies must be received prior to approlVal of final binding site plan. 9. ~ e final binding site plan map shall indicate by a dashed line the required setbacks from all pTract X or public roads. The dedication shall contain the following statemeni: yard and rear yard setbacks shall be determined at the time building permits are ested unless these setbacks are specifically drafted on this final binding site plan. The ''acks indicated on this subd.ivision may be varied from if proper zoning or vanance ap; ► ovals are obtained." 10. A plan for water facilities adequate for domestic service and fire protection be approved by . the water supplier, fire protection district, Spokane County Division of Buildings and county health authorities. The agencies will certify on the Water Plan, prior to the filing of the final binding site plan or any phase of the preliminary binding site plan, that the plan is in conformance with their respective needs and regulations. The Water Plan and certification will be drafted on a transparency suitable for reproduction and be signed by the sponsor. 11. The purveyor will also certify on the Water Plan that appropriate contra.ctual arrangements and schedule of improvements have been ma.de with the sponsor for construction of the water system in accordance with the approved Water Plan. The time schedule for improvements will provide for completion of the water system and inspection by the appropriate health authorities prior to application for building pemits wnthin the final binding site plan. The arrangements or agreements will include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a buil..ding permit due to the failure of the sponsor to satisfactorily complete the approved water system. 12. Tle fu ill contain the following statement: "The public ial binding site plan dedicanon w w~ater system, pursuant the Water Plan approved by County and State Health authorities, fe local fire district, County Division of Buildings, and water purveyor, will be installed FINDINCiS AND DE(:18IUN BSP-39-95 Page 2 , r . . ~ . 'b. in this Binding Site Plan, and the subd.ivider/sponsor will provide for individual , ,gestic water service as well as fire protection to each lot prior to sale of each lot and to issuance of a building pemut for each lot." 13. No building permit will be issued for any lot within the final binding site plan until certified by a Washington state-licensed engineer that "the water system has been installed pursuant to the approved Water Plan for the final binding site plan," signed and stamped by said engineer. The certification may be in the form of a letter, but is preferred to be certified on a copy of the Water Plan as a schematic map showing the "as-built" water system. 14. A survey is required prior to the filing of a final bind.ing site plan. 15. Three (3) current certificates of title shall be furnished the Planning Division prior to filing the final binding site plan. 16. A specific and detailed site irnprovement plan will be submitted for Planning Division review approval prior to issuance of a building pemut, change of use pennit or certificate of occupancy. Appropriate bonds or proof of construction must be submitted at the time of final binding site plan review to cover the estimated cost of on-site improvements which were required as a part of the project approval. 17. The Spokane County Division of Planning shall prepare and record with the Sgokane County Auditor a"Title Notice" noting that the property in question is subject to a variety of special conditions imposed as a result of approval of a land use acrion. This "Title Notice" shall serve as official public notice regarding conditions of approval affecting the property in question. The "Tide Notice" shall be recorded within fifteen (15) days of final d.isposition of the approved land use action and shall only be extinguished by the Spokane County Division of Planning. The "Title Notice" shall generally provide as follows: The parcel of property legally described as (legal description and tax parcel number) is the subject of a land use action, imposing a variety of special development conditions, by a Spokane County Hearing Body or Administrative Official on (date) and as maybe amended, altered or supplemented by official action or as already changed. File No. (Planning Division File Number) is available for inspection and copying in the Spokane County Division of Planning. 18. Prior to filing the final Binding Site Plan, an avigation easement satisfactory to the Spokane , Airport Board shall be provided for the benefit of Felts Field Municipal Airport. The dedication on the final bind.ing site plan shall state: "This property is pardally or totally effected by the Spokane County Airport Overlay Zone, as it is now or maybe hereafter amended." The standards for the Airport Overlay Zone shall be complied with upon the development of the site. Applicable Sections of the Airport Overlay Zone on the property includes the following: COUNTY DIVISION OF ENGINEERING AND ROADS CONDITIONS . 1. The applicant shall comply with the conditions of approval for Spokane County Zone Change ZE-41-94. 2. Conditional approval of the Bind.ing Site Plan (BSP) by the County Engineer is given subject to dedication of right-of-way and approval of the road system as indicated in the preliminary Binding Site Plan of record. 3. Plans, profiles and cross-secrions designed to County standards, showing proposed street centerline and curb grades, shall be submitted to the County Engineer for approval prior to construction and/or the filing of the final BSP. Road plans shall be prepared under the ~ direction of a licensed Professional Civil Engineer. 4. Drainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval prior to construction andlor the filing of the final BSP. Drainage plans shall be prepared under the direction of a licensed Professional Civil Engineer. 5. All construction within the existing or proposed public right-of-way is to be completed prior to filing the final BSP or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construcrion cerdfication, "As Built" plans and monumenting the street centerlines shall be filed with the County Engineer. FINDINCiS AND DEC;ISIUN BSP-39-95 Page 3 • - ,c . 6. Appropriate provision shall be made that the following-described property be held in trust until the continuation of the streets are dedicated or deeded: a 1 foot strip at the ends or edges of all streets that terminate or border the boundary of the BSP. (Temporary cul-de- sacs are required when streets temunate at the boundary of the binding site plan.) 7. tatement shall be placed in language of the BSP that no d.irect access be allowed from ~ s to Sullivan Road without specific authorization of the County Engineer. Access to llivan Road shall be restricted to the existing private road access and 1 new private road cc ss. 8. tatement shall be placed in the language of the BSP providing for future slope easements , required by Spokane County along Sullivan Road. 9. Existing county roads providing d.irect access to the BSP shall be paved and/or curbed to Spokane County standards. 10. All public roads within the BSP shall be designed and constructed to Spokane County Standards. 11. The proposed private roads as shown on the preliminary BSP serving 11 lots with extension to serve 8 or less lots is not approved by the County Engineer. The applicant shall apply for a design deviation for the private road radius near the south property boundary, without this approval the site plan shall be redesigned. 12. All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the language of the BSP. 13. The following statement shall be placed in the dedication of the final BSP document: ' RNIIVG: Spokane County has no responsibility to build, improve, maintain or ~erwise service the private roads contained within or providing service to the property ~ escribed in this binding site plan. By accepting this bind.ing site plan or subsequently by , owing a building permit, change of use permit or certificate of occupancy to be issued on perty on a private road, Spokane County assumes no obligation for said private road, d the owners hereby acknowledge that the County has no obligation of any kind or ature whatscever to establish, examine, survey, construct, alter, repair, improve, maintain r provide drainage or snow removal on a private road. This requirement is and shall run , 'th the land and shall be binding upon the owner(s), their heirs, successors or assigns, ~ cluding the obligation to participate in the maintenance of the private road as provided erein." 14. The proposed BSP shall be improved to the standards set forth in Spokane County Board of Commissioners Resolurion No. 80-1592, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 5. The following statement shall be placed in the dedication of the final BSP: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the BSP having frontage thereon." 16. Prior to issuance of a building permit or at the request of the County Engineer in conjunction with a County Road Project/Road Improvement District, whichever action come first: The applicant shall dedicate, 6 feet or an amount equal to 56 feet from the centerline on Sullivan Road for right of way and slope easements as necessary. 17. The County Engineer has designated a Sgecial Roadway Section for the improvement of Sullivan Road, which is adjacent to the proposed development. This will require the add.ition of varying amounts of asphalt along the frontage of the development. 18. The applicant shall deed to Spokane County right of way to equa156 feet from centerline on Sullivan Road and shall construct an additional traffic lane along Sullivan Road from Euclid Avenue northward to the proposed north property boundary with appropriate taper. Phasing of the construction shall be based on impact from the development to Sullivan Road. 19. A minimum 20 foot wide easement shall be provided along the east side of Sullivan Road. The purpose of the easement is to accommodate pathways, landscaping and drainage from roadways. FINDIN(A AND DEC:ISION BSP-39-95 • Page 4 • • - 4d„ `20. A pathway accessible to the public shall be constructed along Sullivan Road. The pathway is to be located with the common pathway, drainage and landscape easement area. Spokane County shall be granted the right to enter the easement for the purpose of drywell and sign maintenance. Maintenance of pathways, drainage swales and landscaping areas shall be the responsibility of the applicant. 21. The applicant shall at time of each building pemut application provide a naff'ic analysis that reviews the impact of the proposal to the north ramps of Sullivan Road and Trent Road. If signal warrants are met the applicant shall be responsible for the design, purchase and installation of equipment and construction of the signal prior to issuance of the build.ing - permit. At the option of the Washington State Department of Transportation (WSDOT) adequate security may be provided in lieu of actual construcrion. 22. The applicant shall construct a right turn lane on east bound off ramp at Trent and Sullivan Road. This turn lane shall be constructed to WSDOT standards. COUNTY DIVISION OF UTTLITIES CONDITIONS 1. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 2. The following statement shall be placed in the binding site plan ded.ication: "The owner(s) or successor(s) in interest agree to authorize the County to place their me(s) on a petition for the formation of ULID by petirion method pursuant to RCW .94, which petition includes the owner(s)' property; and further not to object by the gning of a protest petition against the formation of a ULID by resolution method pursuant RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this ndition shall not prohibit the owner(s) or successor(s) from objecting to any sessment(s) on the property, as a result of improvements called for in conunction with the rmation of a ULID by either petition or resolution under RCW Chapter 36.94. " " ili0s 3. A wet (live) sewer connection to the existing area wide Public Sewer System is to be constructed. Sewer connection pennit is required. 4. Amangements for payments of additional sewer charges must be made for prior to issuance of sewer connection. COUNTY DIVISION OF BUILDINGS CONDITIONS 1. The applicant shall contact the Division of Buildings at the earliest possible stage in order to be informed of code requirements administered/enforced as authorized by the State Building Code Act. Design/development concerns include: ADDRESSING, FIRE APPARATUS ACCESS ROADS; FIRE HYDRANT/FLOW; APPROVED WATER SYSTEMS; BUII.DING ACCESSIBII.ITY; CONSTRUCTION TYPE; OCCUPANCY CLASSIFICATION; F.XITING; EXTERIOR WALL PROTECTION; AND ENERGY CODE REGULATIONS. (Note: The Division of Buildings reserves the right to confirm the actual address at the rime of building permit) COUNTY HEALTH DISTRICT CONDITIONS 1. The final Binding Site Plan (BSP) shall be designed as indicated on the preliminary Bind.ing Site Plan of record and/or any attached sheets as noted. 2. Appropriate utility easements shall be indicated on copies of the preliminary BSP of record for distribution by the Planning Division to the utility companies, Sgokane County Engineer and the Spokane County Health District. Written approval of the easements by the urility companies must be received prior to the subnuttal of the final plat. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 4. Water service shall be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional Engineer (Sgokane), State Department of Health. FINDINUS AND DEC:ISIUN BSP-39-95 Page 5 , , ~ U . w,~_ ~ ~ , 6. Prior to filing the final BSP, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that an adequate and potable water supply is available to each lot of the BSP. 7. Prior to filing the final BSP, the sgonsor shall present evidence that the BSP lies within the recorded service area of the water system proposed to serve the BSP. 8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire protection use shall be approved by the water purveyor. Said water plan must have been approved by the fire protection d.istrict and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of the final BSP, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and cerrification will be drafted on a transparency suitable for reproduction. 9. The purveyor will also certify prior to filing the final BSP on a copy of sa.id water plan that appropriate contractual arrangements have been made with the BSP sponsor for construction of the water system, in accordance with the approved plan and time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the BSP. The conuactual arrangements will include a provision hold.ing Spokane County, Spokane County Health District and the purveyor harmless from claims by any tract purchaser refused a building pennit due to failure of the BSP sponsor to satisfactorily complete the approved water system. 10. A public sewer system will be made available for the BSP, and individual service will be provided to each lot prior to sale. Use of individual on-site sewage disposal systems shall not be authorized. , 11. tatement shall be placed in the ded.ication to the effect that: "A public sewer system will ade available for the Binding Site Plan, and individual service will be provided to each , prior to sale. Use of individual on-site sewage disposal systems sha11 not be ' ~ thorized." 12. le ded icatory language on the final BSP shall state: "Use of private wells and water ems is prohibited." 13. ► e final BSP dedication shall contain the following statement: "The public water system, ant to the Water Plan approved by County and State health authorities, the local fre . ~ otection district, water purveyor and County Division of Buildings, shall be installed ,~~th~n this Binding Site Plan, and the applicant shall provide for individual domestic water rvice as well as fire protection to each lot prior to sale of each lot and prior to issuance of , a building permit for each lot." WASHINGTON STATE DEPARTMENT OF TRANSPORTATION CONDITIONS 1. The applicantlowner shall engineer and construct a signal system at the Trent Road (State Route-290)/Sullivan Road north ramp terminals when deemed necessary by the Washington State Department of Transportation (WSDOT) and/or Sgokane County Engineers. The cost of construction of this signal system to be borne by the applicant shall consist of the design, the signal equipment and related fixtures, and the installation costs, or the applicant may provide WSDOT the funds necessary for the system. The signal . system will need to confonn to the applicable WSDOT design standards. 2. The applicant/owner shall engineer and construct a right turn lane on the eastbound off ramp at the ramp terminals. This right turn lane shall be constructed to the applicable WSDOT standards for right turn lanes and be constructed with sufficient length that its use , will not be inhibited by the projected left turn queue at the ramp terminals. 3. Prior to the release of any building pennits for this property, the applicant shall prepaze a traffic analysis for the SR-290 (Trent Road)/Sullivan Road ramp terminals. If the proposed development unpacts the ramp terminals and it is found that the level of service (I.OS) at these ramp terminals falls below "E" for the ramps or "D" for mainline Sullivan, the i.mprovements listed above will need to be installed at that time, provided signal warrants are meL Prior to the installation of these improvements, a developers agreement will need to be executed for work on WSDOT/Spokane County right of way. FINDINGS AND DECISION BSP-39-95 Page 6 \l ' ~ l J s► ' . SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY CONDITIONS 1. All air pollution regulations must be met. 2. Air gollution regulations require that dust emissions during demolition, construction and excavation projects be controlled. This may require use of water sprays, tarps, sprinklers or suspension of activity during certain weather cond.itions. Haul roads should be treated, and emissions from the transfer of earthen material must be controlled, as well as emissions from all other construction-related activities. . 3. The Spokane County Air Pollution Control Authority (SCAPCA) strongly recommends that all traveled surfaces (i.e., ingress, egress, parking areas, access roads) be paved and kept clean to minimize dust enussions. 4. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If traclcing or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. 5. SC'APCA Regulaaon I, Article V, requires that a Notice of Construcdon and Application for Approval be submitted to and approved by our Agency prior to the construction, installation or establishment of air polludon source. This includes any fuel fired equipment rated at greater than 400,000 BTLT/hour (boilers, hot water heaters, ovens, etc.). It also includes paint booths, dry cleaners, and other sources of air contaminants. 6. Debris generated as a result of this project must be disposed of by means other than buining (i.e., construction waste, etc.). Approved on J4'day of May, 1995. O TZSDD 4 anner II Under State Law and County Ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner Committee. If you desire to file an appeal, you must submit the appropriate Appeal Application together with the required Fee, payable to the Spokane County Planning Division, within ten (10) calendar days from the date this decision is signed. Upon receipt of a complete appeal application, a public hearing will be scheduled. If you have any questions, please call the Planning Division at 456-2205. c: County Division of Engineering and Roads County Division of Utilities County Health District County Division of Build.ings Spokane County Air Pollution Control Authority Washington State Department of Transportation Fire Protection District No. 1 Frank Ide, Taylor Eng. 106 W Mission, Ste 206 Spokane Wa 99201 Scott Brown, Pentzer Development, 3808 N. Sullivan Rd, Bldg N-15, Spokane Wa 99216 FINDIN68 AND DE08ION B SP-39-95 Page 7 ~ r~ TAYLOR ENGINCERING, INC. FOR 98•514/1251 c.cru 106 W. MISSION 3209 SPOKANE, WASHINGTON 99201 (509132Q~E SUMIOODOLSOOC~ S PAY H ~ AMOUNT DOLLARS, OF CHQCK DATE ~ TQ THE ORDER OF CHECK AMOUNT NUMBER 3z~'~ $ TAYLOR ENGINEERING, INC. 317 FARMERS & MERCHANTS BANK ~ P.O. BOX 14588 SPOKANE, WA 99214 . , ~y,,. , . . , , . , ,,~r~,.,. •r,~-~~~m;-x~r•-.,-.•, , . . . . . , . ii'00 3 209li' i: 12 510 5 74 Li: 100 2 2 l68 51,i' ° . 9-~ RECEIPT995o50~ ~ - - ~ N nnrF N n ~ 9 o RECENED FROM ~ nddress _ W/~-~l ':?laCll DoLLARS ~ ~ FOR ~ ACCOUNT ~ HOW PAID ~ Il(GINNING I I CASW I ~ ~ AAI,ANCE ~ ° AMGUNT ~ CNECY, ~ I'AIU ~ DAIANCE I MUNEY ~--.i 3 oNniwnloner,ree9 DUE ORUfR , UY ' i - .i 07/24/97 12:43 '$'5093288224 TAYLOR ENGINEER IA002 ~ RECEIVED J U L 7 4 1997 SppKANE COUNTY ENGINEER . C)mC'i; ar• YtiE Coc3NT1r F.rvr,'wr.F,R • A 1DIvL91oH oF Tttl! T'UBLtc tiVosucs DEPAxTWiWr Ronald C. }iozmann, P.E., Cnunty Cnginccr Denr& M. Scott. P•E•. Director AGREEMEIrIT TQ pA,Y FEE5 ENGINEER'S AGRF.EMENT NCJMAER 13SP - 3 9 a . 'rhis aSreement bccwcui'SPokanc Cvunty and CA O~c1 ~V t- T~EY~ C- whose interest in UieprojCc[ !s Otl)Nrk ~ . Arcn, is ericered into this _ day of 19 This 3grcemcnt is appEicgblc to thc projcct .oz/x/ ICSIOWD ZS: ~ LorajtU icsx vr (T~1S7~Rtic ~T+fc nu~p{~t1 That the iticlividuals and pacties narncd horcin as havicig art intereSt in the abavc described propcrty oc projcct agrec to the fotlowing: 1. Reimburse Spokaiie County for projcct rcvicw and inspection fecs as spccifscd in Chapter 9.14 af the Spokanc Counry Code. The fccs will bc ba.scd on actual salary cocts incurred by .Spokane County for projeci reviews and / or inspectians plus a ten pezcenc administrative chargc, and wilt be bilfcd ntontltily a5 accrued. Any bil}ing amounts due, including any expenses incurted 'sn the collection of an ovecdue account, must be paid prior to the Covnty'a arceptanee of the pioject for Fling. If a prfijcct is aPproved and/or f Ied wiih a balancc still owing, the unpaid balasic:c shalI he paid within 30 clays of the inYAice aate. 2. The undcr9igiict1 agree,q 11ua tliese fccs are due and paya6le upon rcc:cipt of the bi11ing as spcciricd above. 3_ Any invoices not paid within 30 days uf the invoicu datc will be considcrcd dclinqucni. rf any outstanding balancc on the accaunt for this groject is nvt paid within 30 clays af the invoice Jate, no furtluc reviewc of thc project documenEs will bc randucted until the entire aceolznt balance is paid. Any balancc oa ttle account icir ihis prajeet not paid within 65 days of the izivoice date niay fesult fn Iegal action or the initiation of other collection procedures, ic1cludiMg refecral to a coilection agency. The Sponsor will be tiable for aiiy and a1i expcnses inctsrred by the County for chc cullcctian af nverdue aCCOtln[S. 4. The monthly biiiing shvula bc scnt to the atiention of: ' MF: Cl?ocu J)e's / t NA ~ ~ 7~ L C ADvREss. ~3OA S. i ~ . ,t~. t~ ~ q CITY, STATE: W~' GJ p~, 1~j ~ ~ 71P coDE: q/1 116 , PHONE I understand- that failurc ta pay thesc fers may re.sult in deiay in completion or approvai of che projeu oc othcr posslble 6anctions. • O If this fee agreerncnt is camglcted by someoae other chan the Sponsor (i.e., tlie projecc owncr or a principal in the firm apvnsnrin the project), such as the Engincer dcsigrung the project, chcn writtcn au[hori7acin r m ~ nsor spcc~t3lly autliori~zinT the Ageat to mccutc this Fee Agreemc a a e chis ree 1lgrecincni. SIGI`IATURE By: , 6?0agio UJ&7T- '-vk~- L~- (PItINT NAMk) ' / RETURN XELL,OW QOpY T4 4POKANE COUNTY 0§=W kypWarcuncn.Jc= 2Ju93 I026W. 15rnadwav AvC. , SnoScznc. WA 997lriR.m7n • fGn01 At;& 470A~S v- - - . ~ 0 f f i c e o f t h e Co u n t y E n g i n e e r S po ka n e Co u n t y, W a s h i n g t o n To: SpoE;ane County Subdivi.sion Admi.ni.strator Fr~~m: 5p~:~k:ane C~~~_~nty Engineer ~ Date: Apri 1 4, 1995 Sub, j: F'r posPCi Bi nci i ri q S i te F' 1ari IV um bP r B5 F'_3'3-95 The fo1 1owi nq Cond it ions of Approva 1 are 5i_tbmi t ted for iriclij«ion in the Findinqs of Fact and DPCision for the abovp referenced Land cievelopment proposal. Please corit a ct us i f yoLt hav e an y qkAest ion s or~ comme ri tsb The CoLinty Engineer has revipwed the proposa1 anci approves o-F -t heac t ion sub, ject to t he fo1 1ow i n q Cond i t ioris of alaI:)r---)va l. : That prior to the filing of the Bindinq Site plan the following must be accomplished: E70 ThE applicant sha11 comply witfti the Conditions c-f Apprcival for Spok:t..~ne Coui-ity Zone CI-ianqe ZE_.41w94. E71 1"hat conditional apprcival of tl-ie Bindii-iq Site I'lan by the Gounty Engineer is cliven sub,ject to dedication ofi Riql-it-c-f--Way and approval of the roaci system as i.ndicated in the Preliminary Bindinq Site Plan of record. E72 That plans, profiles and cross sections as designed t-D County standards showiilq priDposed street centerl ine and curb qrades be submitted to the County Engineer for approval prior tc-I construction and/or the fi 1 inq of a the BindinU Sa.te Plan, riDad plans to be prepared under the ciirpctian of a 1 i. censed Professional Civi 1 Enqineer. E73 That drainac7e plans and design ra1 cij1ations showiny the aliqnment of drainaqe fiaci.lities be submitted to the Co+anty Engineer fcir approval prior to constrLtction and/or the filing of the final Bindiriq ~ ~ / • l~ paqP i Site F'lano Drainaqe plans to be prepared under the directi-Dn of a 1 i. censed Rrofessional Civi 1 Engineerp E75 A11 construction within the ea:istinq or proposed PLibl.ic Riqht of Way is to be eompleted prior to f.i 1 inq the final. Binding Site Plan or a bond in the cimoi_int estimated by the County Enqineer to cover th@ cr-ist ~--if construction of improvementrp constructic)n certifi cation, "As BLti 1 t" plans and monumentinq the street centerlines sha11 be filed with the County Enqineer. E76 That appropriate provi.sion be made that the followinq descrilaed pr-Dperty be held in trust i_intil the rontinuation of the str~ets be dedicated or deededd A 1 ft. strip at -the encis or edqes of a11 streets that terminate or border the boundary of the Binding Si te I' 1an. (7empiDrary c u]. dP 5aC5 are requi red when streets terminate at the boundary of the Binding Site I'lan). E77 A statement shal 1 be placed in lanGu«Ge of the Biridinq Site I'lan tl-iat no direct access he allowed from lots to 5ulliv~.~n_Road_without_speci•fic authorization_of_the_t~~~~~~tntY_Engineer.Ac cess_to ~~~1 1 iv_an_Road_shai l~be_restri cted_ta_the_existirig pri. v_ate_ro~.~ri_ac cess_and_ 1_new_pri v_ate_road_a c cess a E78 That a statement be placed in thP lar7quage of thP Binding Site Pl~.~n wrovidinq for future slope eascments as rpquired by 5pokane County alonq S u1 1 i v a n Road, E79 lEr.istai.nq COunty roads provicli.nq direct access to the Binding Si.te Plan shal i be paved and/or curbed t~~ ~poE::ane Cc-unty standards. F8O That a11 public roads within the Bii-idii-iq Site Plan be desiGned and constructed to Spokane County Standards. E83 ThP pr-oposed private road (a) as shown r-on the pre1 iminary Binding 5ite Plan servinq 11 Iots with e.`. t E? fl a liDIl to S E' 1' V~ E3 oY 1 es5 1ots l 5 fl otapp 1'' oVeCj by i:he County Enqineer. A2elicant_shall_ap21y_for_a cieZ.ign__dev_iati~~,~n_for_t~e_pri.v~te_road_radic~is near_the ~►~~,~~,~itr~_~r~~~~erty_b~~~~~tnd~rYs_with~~ this_appr~M~v_a1_the ssite,~plgn_5ha1 1_be_reciesigned. page 3 E86 A1 vested owners shal 1 sign and record private rciad dacuments as prescribed by the ~pokane County Enqineer. These d~.~ciAments shall be reviewed and appiroved by the Spok:ane Courity Enqineer prior tu recording with the Sp-Dk:ane County Aijditor. Recc~rdinq numbers shall tae refPrerlced in the 1anqu«qe of the 8indinq 5ite Plan. E87 That the fo1lowinq statement be placed in the dedication of 'the fina1 Binding Site Pl.an docl_iment: WARNTNGo Spok:ane County has no responsibility to blAildq improve, maintain or other wise service the private roads containPd within or provi.dinq service to the property describ@d in this Binding Site 1'lan, By acceptinq tt-tis Bindinq Site Pl~.~n or siAhseqi_tPntly b y a 1 1-a w i iiq~.~ bui 1 d i i7 q p e r m i t to be iss i_ied on property on r:1 pY'1.Vr:ttP_ road, SpoI•::ane COlAnty assumes no obl iq~.~tion for said private road and the owners he r e by a c E; now 1 ed qe t hat the Coun t y has no ob 1 i qat i-Dn of any E:ind or nature whatsoever to establ ish, examine, sLtrvey, constri_tct, alterp repair, improve, maintain, priDvide drain~.~ge or snow removal on a private roadn This requirement is and shall run with the ].and and shall he binding upon the ownerq their heirs, suCCeaSoY'S or assiqris inr.lLtcli.nq tr~e ohliqation to parta.cipate i.n tfie maintenance ofi the private road as provi.ciPd hereiri. E88 The proposed Bi nd i nq Sa. te P 1an sha 1 1 be impr-Dved to the staridarcJs set for-th in Spokane Lounty Board of Comm i s s ion e r<a Re so1ut ion hlo. 80-1592, a s ame nded , which estahlisfies regulations fiDr roads, approaches, drainaqe and fees in new c-DnstructiiDne E89 That the fo11owinq statement must be placed in the dedication of the final Binding 5ite Plan: "The private road as shown hereon is an easement whi cfi provides a means of inqress and eqress for those 1-Dts wittiin the plat havinq frontagP thereon. " Spetial Gonditions: Prior to i.ssuance of a bLtil.dinQ permit or at the reqLtest of t he CiDiAnty E i-ig i nee r i n con.j i_tn c t ion w i t h a Coun t y Road Project/Road Improvement District, whichever action come I '1► 1` ` - ~ - / ~ pa c_ie 4 f irst e App 1 i cant sha 1 1 d@di cate 6 feet or an amount equa1 to 56 feet from the center 1 ine on Su1 1 ivan Road for riqht-- of-way and sl.op easements as necessary. T'he County Enqineer has rJesignated a SpECia1 Roadway Section fiDr the improvement of Sul.livan Road, which is ad jacent to the proposed development. 1'his wil l reqLtire the addition o-f varying amounts o-f asphalt a1ong the frontaqe of the development. Tfie applicant shall deed to 5nokane County riqh1; of way to equC~1 56 feet from centerline an Sullivan Roati and shall construct an additicenal traffic lane alo--)nq Sullivan FZoaci from ELtc:lid Avenue riti:.ir-thwarci to the proposed rnorth property boundary witfi appropriate taper. F'hasinq of the constrLiction shal l be based on impact from the development te-i Su1 l. i v a n Road a A minimum 20 fioot wide easement shall be provided along the east a i deof Sul. 1 i v a n Ro~.~ d. 1" h e pur pos e of t F~ ~ easPment is to accomodate pathways, landscapinq and ci rai naqe f rom roadways. A p~~thwG~y accessibYe to the publie shall be constructed aliDnq Sullivaii Road. The pathway is to be located with the common pathway, drainaqe and landscape easement area. SpoE:ane County shal. be qranted ihe riqht to enter the easementfor the purpose ~--if drywell and siqn mairitenciricep maintenance cif pathways, drainac7e swales and Xandscaping a1''Pc"l5 shal 1 be the responsibi 1 ity of the appl i cant a The applicant shall at ta.me o-f each buildinq permit appla.cation provide a traffa.c analyis that reviews the i m pa c~ t ofi t he p~~~posa1to the north r am ps ofSu1 1 i van Iioad and T'rent Avenue. I•f signal warran-ts are met the applicant shall Fae responsitalP fiDr the design, purchase and i ns tal1atia nof e qui pmeritanci construct a. onof t he siqnal pri-Dr to i~suance of i;he bi_ti ldinq permit e At the option of the Department of Transportation acleqLtate stArety may be provided i.n lieu of actua1 constrijcti-Dn. -rhe appliant shall construct a riqht turn lane on east bOLind ofif ramp at Trent and Sullivan Roade This tijrn lane shal i be ccinstructed to Washinqton State T7epartmen-t of Transportation standards. 3 "f ~ I /J ~ ` J,~ _ • r h # ~ S ip C] 1<-- ~ N E C-4 LY 1-4 T -z- pLAA#N1Ntf DEPARTMENT WALl.1S D. H1Ji)DARd, ❑IltECTOR MEMORANDUM Spokane County Utilities Spokane Courit}r Health District Spokane CQUnty Department of Bui.lding & Safety Fire Prc~tectian I~strict #1 Spokane Jndustrial Park Water District V4lashington State D~partment of Transgvrtatian Spokane Regional Transportation Council FRC3M: Joh14 Tadd, Planner H DA'IE: March 17, 1995 . . SUBJIECT; Preliminaxy Binditig Site Plan BSP-39-95 . Attached is a copy af the applicativn arrd pmposed preliminary Brndiag Site F1an map submi.tted by Fentzer Develapment Corporation far the subdivision of 21.7 acres into 17 lots for industzial and comrnercial uses and those uses permitted in the Industrial Park (I-1) , and Carnmunity Business (B-2) zvnes. - Please review this groposal and return your comnents and recomrmendativns by M.arch 3 1, 1995. If yau have any questions regarding this file, you may contact Jvhn Todd at 456- 2205. Phease dire.ct any written response to John Tvdd. 'Fhank you foT your prompt attentian. rp Enclosu.res . % Franc Ide, Taylar Eng. 106 W. Nlission, Ste 206, Spokane Wa 99201 . . 1026 WEsT BRaADwAy AvENm SpOrcnNE,WnsHrrrcTorr 99260-0240 (509) 456-2205 - FAX: (509) 456-2243 TD17: (509) 324-3 166 l`. f , • - DETERMINATION OF - NONSIGNIFICANCE - "DNS" WAC 197-11-970 and Section 11.10.230(3) , SPOK:ANE ENVIRONNiENTAL ORDINANCE FILE NUMBER: BSP-39-95 DESCRII'TION OF PROPOSAL: The Spokane County Planning Department has received an application from Pentzer Development Corporation for the subdivision of approximately 21.7 acres into 171ots for industrial and commercial uses and those uses permitted in the Industrial Pazk (I-1) and Community Business (B-2) zones. APPLICANT: Pentzer Development Corporation, 3808 N. Sullivan Road, Sgokane WA 99201 LOCATION OF PROPOSAL: This property is generally located east of and adjacent to Sullivan Road, approximately 1/4 mile south of Trent Road (State Route-290) in the SW 1/4 of Section 1 Township 25 N., Range 44 E. W. M., Spokane County Washington. LEAD AGENCY: SPOKANE COUNTY PLANNING DEPART'MENT DETERMINATION: The lead agency for this proposal has determined that it dces not have a probable significant adverse impact on Lhe environment, An Environmental Impact Statement (EIS) is = required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other inform,ation on file with the lead agency. This , information is available to the public on requesL • This DNS is issued under WAC 197-11-340(2); the lead agency will not act on this proposal for at least 15 days from the date issued (below). Comments regarding this DNS must be submitted no later than April 1, 1995, if they aire intended to alter the DNS. RESPONSIBLE OFFICIAL: WALLIS D. HUBBARD, PLANNING DIRECTOR By: John Todd, Planner II Phone: (509) 456-2205 Address: Spokane County Planning Department 1026 West Broadway Avenue Spokane, WA 99260 - ° DATE ISSUED: March 17.1995 SIGNATURE: . APPEAL OF THLS DETERMINATION, after it becomes final, may be made to the SFOK:ANE COUNTY PLArTNING DEPARTMENT, 1026 West Broadway, Spokane, WA 99260. The appeal deadline is the same as the above project's appeal deadline, being ten (10) . calendar days after the signing of the decision to approve or d.isapprove the project. This appeal must be written and the appellant should be prepared to ma.ke specific factfial objections. Contact the Planning Deparmzent to assist you with the specifics far a SEPA appeal. sisisis , This DNS was mailed to: WA State Department of Ecology (Olympia) WA State Department of Health Spokane County Air Pollution Control Authority Spokane County Division of Engineering and Roads Spokane County Health District Wash. St. Dept. of Natrual Resources Wash. SL Dept. of Transportation . - " . ' . RECE11/Ep ~ FEB 0_ 91995 . • 8POKANE COUNT'Y ALANNINCi DEPARTMKNT Ti ~ .~.~r.~ ~ . SPOKANE INDUSTRIAL PARK • PRELIMINARY BINDING SITE PLAN January, 1995 • SPOKANE ENVIRON-NIENTAL ORDINANCE SECTION 1-1T . ~ ; i /J , - SPOK1VCE E1fYlROrMEKT1lL ORO1K1VftE + ~ • ~ ' ~ . ~ i ' •(YK 197- i T-W) Secc lon 11.10.230(1) - ' • . , ~ ~ , . - - • . Envtror.+encal=-Che.clc.1_tst___~ _ , . ,e:~. - . ~ - - _ - • . - . : ~ . - - - - - - - -F„t Ko. ~ S jo- 3 q _ ~5-. Pvrpose of Chectlfst: . • The Statc Envtrorotntil Polfcr Act (SEPA) cAapter 43.11C RCV, requtres ♦11 govern.ental aqenctes to tonslOer the enriromiental inpicts of t proposal Defore-RSklny_ekC,tiio.ns. An Enrironantil_lmpatt_Statement. (E15) rnust be prepared (or ill proposals w1th pro0ible sSgniflcant adrerse impicts on the qwllty of tl+e envlrornoent. -The purpose of tAis'checkltst 1s to provide=tnforwtion to help rou and the •gency Ident(fy laspacts (rocn your proposal (anQ to reduce or •votd irp&tts (ro• the proposal. tf It cin be done) and ta htip tnc tqency Qectde whetl+er an EIS !s reQufred. .lnstructlons for llppltcints: Th1s enviroroental checklist isks you to QescrtDe soae biste infor.a4clan ibout rar proposil. Governoental agenctes use tRis checkllst to deternine rf►etheT the tnrlronaenta] frapacts of rour proposal +re slgni(itant, reQutring preperition of in EIS. Ans.er the Queittons briefly, r1tA CAe a+ost preeise inforoWon knw n, or glvc the best deserSptlon you ean. Tov rsust tnsver each avrstton accuritelr ind eirefully, to the Dest of yovr knowlcdge. ln most eises, ra shovlE be able to ansver the Questlons from your o.m observitlons or projeet plins vithovc the need to hire exoeres. lf rou reaily do not knov the inswer. or 1f i Qvestton does not i001Y to your proposal, vr/te 'do not know' or 'does not &pply,' Conplctc insweri to the avesttons nw may araid unnecess4ry delays later. Sone Queittons iksk about 9overnment&1 regulaclons, Such is toning, ihorellnt. •nd lindnirk dtsi9natlons. Ansver these Queitions tf you Can. I( you have probleas. the qovermenul a9encles un isslst you. ' The theetlist Qvestlons aDDly to a11 parts of your proposil, even 1f rw D1in to do that over a pertod of tlme or on dlfferent partels of linE. Attaeh any sdditional Info n.atloe that vlll Cesertpe your proposal ar tts envtrvnwentil e(feets. The •gencr to vhich you subRtt this tneckiist aay ast rou to expliln your snsMers or provide aEdtttor,al lnfonhation rtiSOnaOIy re1ateC to deterninlnq ff tAere aay De itgnlflcint tdrerse 1AD►ct. Use of el+eetllst far nonproject proposals: Ca.plete tAts checkltst for nonproject proDOSsIs. eren tl+ouql+ qvesttons nay be insycreE 'Coes not •o01y'• IN ADOITIOK, cnu9lete tne SUPFLElIEKTAL SKEET faR ?f0!1PROJECT ACTIO?(5(Pirt D). For nonprojeCt ictlonz, tAC referenCes in the CAettllit to the w rCs 'Orojett,' 'tppl•lttnt,' ind 'property or sice' should be read 4s 'proposil,' 'proposet.' and 'affeeteE 9eo9riphie •re►,' respettively. A. BACXGR 4UX0 1. ya,.e of proposed project, tt ,voitc,oie: SUOkdri2 Industrial Park Preliminary _ Bindinq Site Plan 2. K,.e of Jlpplicant: Pentzer DeveioAment • 3. AdOress ind phone nunber of applicant or Conttct person: Taylor Enqineerinq, IT1C. C/O Frank Ide West 106 Mission, Suite 206 Spokane, WA 99201 o.ce C1+ectiist prep+red: Deeember 12, 1994 s. A9encr nauezcing checklfst: SpOj{alle Countv Planning Department 6. Proposed tlainy or schcdult llncludin9 phasing, 1f ippllctDlel: BeQ1T1I11nCT ln 1995, future phases t0 fO11.OW. a. Oo you have tny plans for (uture iddlt/ons, exp+nslon, or (urther aetirlty related to or to mected vlth thii Oroposal? tr res, explain. ('nns .nuction. ?n the future, will consist of buildincrs -on site. D. Do you oan or have optlons on land ne►rby or iCjaeent to thts propoial? If res, explatn. Pentzer Develonment Cornoration owns Spokane Industrial Park. 8. llst +ny enrlron.rn[a1 lnfornatlon you tnow t0oui that his ban prepared. or ritl De prepared. dtreetlr related to this proposil. SEPA Qhxk-1 f9t and a$scac:iated traffic studies prenared for zone chanQe of subject property. (November, 1994). i~ ZV-1- ~'I~ti,~ ~~i~' t 9 9 5/ ~-3 ~~~-f'~:~,J ~ / • "117-tZ`y . ~ . • . STOLJJR CRPIROHMxLL ORDINlAR ~ J ~ - - - - ~ f .(Vi[ 197A}.1-960) Settloe 11.10.230(1) . i. • , , •A.• nAQCG1UQIID (conclewd) --•r-----~~• po 7ai lsov vhe[f►ar appllcatlona acs peodtcLS !or to*,ercweotal•appco.al• of othet pcopouls_ dirae[1y a([acclns tl+c propecty coveced b-f rour _--.~,r•,._..._.~._. - - • - - - - • - - - w. ~ - - - • - . : - ~_.-ti PYOpoiil+:~_I(::je~;-iipL'ln. _ • - - =-tjQnP Knnwn----- : . - - - - - - - - - - - ~ 10. [.1st aoy =overomeot apptovals oC peci.ics tlut vtll De aeedcd (or rour propoeal, if 5clovo. Various construction nermits and approvals of utility and site plans. AAproval of traffic studies uDon buildinq permit review. ll. Clve • bcte(. caeplece desc[iption ol rour propoul, lncludlng the proposed uae• and cf+e si:e of the projecc •nd ilte. 71+ere are scveral aucstloaa Lccr in Ch1s tltitklist tAac ast rou to deaerlD~e cartaln upecta ol rour proposal. You do not oeed to tepeat those sruver• on thls paee. , prP1 i mi nary Bi ndi ng.ySite Pl.an o create 6 industrial lots and 11 corrmPrcial lots. % / ~ ~Zit-t~1 -•Q Gv~1.~t. , , 7 1:. Locacloo of the proposal. Glve sullicten[ Sn(oraation (or a perioo to underscand the pnciss locatton of your proposeE pro}ect, lncludlnC a sCrect add[ess. iI anr, anE settloo, covnshly and Cang*; !f Lnovn. If a propo u 1 vw ld occvt over • range o: area, provide the range oC Doundartcs of the alte(s). PCOVtde a le=a1 dcocrtption, siie plan, rtclnlc7 aip, and copographlc up, t( reasonaDlr ovatLDle. Vhlle yw •hould subalt anr yLo• rcQulrid br the •tqnc7r. yw •re noc r•aulr.d to dvpltute ups or detallcd pLns suhaltted vtth •nr pcrott •ppllutlon relAccd to chis cfxckl(.t. 'Propp,gpd 1ocatinn Wi11 be at and adjacent to 3808 North Su7livan Road, BldCr. N-15 See attached vicinitv map and site plan. rl.c cj-e~~-P 14`'r~.~ o~~., ,1 S/ r-u.~.~ .~~~~--r~.~ ~ ~~~-~•.7 • ~ix~--~ /~c~ ~r2~~ ~ Z ~1 ~i GVi.~.e.~ ~ SO ~ 6 ~ ~ G / ~ c-. c~ ~ ,J~ 41-2- yAf5 ~ r 13. Ooct the pTOposcd atClon lle vtthle the Aaulfet Setiictvc Aru (ASA)! -t+e C.eneriLl Sewet ScrYite A[ea! :f+e Prlortty Scvsr Scrvlce Acu! 'hc Cltr of Spoksne! (See: Spokane Gouncy's I.SA OvcrLar Lonc kcLs for Dovndarles). p,roposal is within the ASA, GSSA, and PSSA. .0 e[ coK'LL'.LD DT APn.iCAN't b. ~VI&OK`2'11"1L Q.~SLYfS CvaluaCton FoC . Agcncy Use Onlr 1. EAI.:T A. Ccnsral dcscrlpcton of the •!te (circle one) f L t rolllo,t, hillr, st&ep •lopts, •ountstnous. otl+cr: b. •lhat !s the sceeptaC slope oo th.e •Lce (approziaa[e percent •lope)•. _I - 396 S love . c. 'fluC =eccral c)pes of soll• are founE on the stta (lor •xaople, clar. aaod, ttavcl. psac, muek)'. il rou koov cfu clastlflucloo of ♦(Clcultural •olL. sp.c!!r t1+sa ar+d oocc anr pri.e faraLnd. C'~ AGa r isnn cr av 1 1 v 1 o m . d. Are tfiere sur(ace lodleatloaA or hiscory of urucabl• soll• Ln cl►e tasedltte viclalty! I( ■o. ' dsscriDs. - - . iyv • _ 2 SPMXK EKYIROtoSEllTlll OitOINAJiCE (VAC 197-11-960) Sectlon_11.10.230i11 ~ S. EIiV1R01MEKTAI ELEMEtCTS(contlnued) - • _ - - - - - - - . Evaluitton For - _ - _ _ _ ~ _ - - - :A9encY Use Only _DescrSbe~tAe`pu"rpose, -type, and•iporvzloute quantlNes-of iny fi111nc or qradinq,pr_oR?sed.^ - lnditate iource ~ GG~raading will be to create buildinq pads, landscaped - - -areiLi-,1-,and_.i2ar ino J4~t§._ _ Li.f: .7P 'Il;ncr_wil_t hp nPrPqc;t.ry, f. Could eroslon oaur as i result of ele+rinq. eonstructton, or use7 !f so. generilly descrfae. Minor Water and wi d osi nn duri na rnnSj-r1 _.i on ~ q. About Mhat pereent of the site rtll De covereE vith inpervtous surfaces ifter project construe- • tion (for examqle. aspl+alt or Ovlldln9s)? , ApproximatelY 75% h, Proposed me+surei to reEute or tontrol erosion, or ocher 1eq+ets to the e►rth, if any: Waterina durinq construction to keep dust down. Landscaping al L unnavPd arPaS tn P1 i mi natP tot nti al watPr ProSi{.Ln _ Installation of 208 swa1es for stormwater runoff control. . z. ArR . A. lthit type o( entzsions to the tlr wwld result from tne proDOSaI (1.e.. Eust, bucanobtle, odors industrial, wooE smoke) durtng eonstrueiton and vnen tAe Drojeet ts tonpleted? (f iny, generally describe •nd girt •pqrozir,ate qutniftes if tnovn. R>chaust from equipment and dust durina construction. . Vehicular exhaust 3nd possible.permitted industrzal emissions from industrial lots after cons rtc -inn_ b. Are tnere any off•site sourecs of entsslons or odor tf++t n+r affett rour propo u 1? I( so. qenerally deseribe. Vehicular exhaust from adiacent arterials and industrial eauiu=t. c. ProposeC a+easures to redute or Control em11i1oni or other Inrpaeti to atr, If tny: Watering d~lrjng (-nnstrtct i on to keeD dust down, 1 ands_caDi ng after. construct:ion to control wind - er-osion. l. wATER a. Surtace: (1) Is tl+ere any sur(ate water boEy on or in the in.edt+te vlelntty of tf+e site tncludinq ycir- rounC +nd seasonal streams, saltviter, lakes, ponds, vetlinds)? If•yes, describe trpe and provlQe nemes. 1f appropriate, scete vhat streem or rlver tt flows fnto. , No - (2) will the projeet requSre any wrk orer, 1n, or •al.ccr,e to (vlthln 200 fee[) the descriDeQ wacers' 1f res, please describe and attich ara11aD1e planz. No 3 f ( ` ~ p~}lR1~R • • ` tir•1v.cioA 0011 . . sr~~a' • rA .lQ•7.30(1~ • ' , ~ d Lp oc tc Q'~~d.. lndtc . y 54 Lo~ 11 and , g b~ 41x ~ p4 ~ i < <<t ° ~ vould 1-i1-9~) t% vtxo~~ „ •f- ' - . tiiodi~'~~ c1+a ~t&A « cl+e atA • ' -~:E•t-Or-v:cL ti.l. . th ` iwjtc~ oi t ~11 . . C1Y•~~ dt.ctlp' et+ac• ~O"'' oc `t K~ ~Lat ~ yA, 4t040as, t ~ Its % te qu''nttties. ti utll ~na 144 9ap°st• ~ ~ on cM ~ite ~"C" 4laA` , io. vtibin • 1~7`'a~ t,Oad 9I'+Ip+ tt i L1e I tt D~1 ppst l &tIL Y&«t+. C 5 t t v JL` µtet s.1t P o{ 6tiCNrt ChA vo1~~ anY 1,* a` volu Qco°~~ +1+clc P* ~til QO' Lh< <YP` , i a'.<<cet No • Ltv• t~n`t'1 ~ ~h,rc~a to ct~u ° lcrdt►.m. y tl ti •tc it . IJ4 v te 4 .,d PPrOS> b. Vlll t{O~~d~•tt~ • t `tQt%. Pu[qQ• de~ct P o 0 W "p `t ` ~ trr r"°b` ` o { c ' to ct.c t~ •xpi~~td ~ I 1 ►tte at •'l~ttst M ' t~t Vi1" ~tit S'^ oi ~ o C~ .►~r~- ~~ctlal parct ~V,bat _ J,(~ b~ ~.ace ¢t t,~i~lt7' ot ~M • ~1/~. vO',L` ttG'►W t479lit.blit) ~ . no~•`` `0 n yi AL$4o*"1 ~ bs~it°'d Msc~ ti N e ~yp~• p~iTt ~ht~S~' , ~ht,utd• bsle"{ro~ t1~~: ~ •nd Ltdd.stt• ~s ctlb~ ~~C P tpa ( a~ c* va~T t ot~t ivy~~OM t ct*~ ~7e t~ aiL tcd tor L dt~P°~~~ k att~1• vh.1 tbi `t ~ t-me ni °f oftncl~dh~~ jvltta~~• s7►Lts. b4 dSaVL p{ f ite{tt lthsl7 ~O is a ta~`~ . Ail ! . ~ • d ~p ~yp~e' ~~j r~ L{~~ t~.l•~ b` 'tot 7- ec• °f~~ ~od 4 pcl~i~~ ~t ~ t $01*14 t vt+~ ~he~t~~l~ pi t~ • «°~tt'~ t( •o, a1Q ~ t v~d~~~tO ~ C .totrd~- ~dellnes_•.-~ . and . Stat. e---''- i .L.. _ . . . _ ~ ° , . • - srou~xt uvi:om¢xui. acntxu+a !VAC 197-11-9bC) Section 11.10.230(1) , D. •LR4I10FQQ'1TTA1 tlZXDl`Z5 (cootioued) . Cvaluatioa Tor - - - _ , _ _ - _Iljeacy u.e onlr -.-(_s)-Wh5t-Ps[O_[ttt~Vt_OtiiUTtftslun co lasuri t1uL l~a1u -"o!- spllls - o[ -gQ7 -ehanittlt- - • _ - _--ttocedor vsed ontlcc vtll noVc De alloved to percola[a to jTWDEriCeT -~~ALo'LDClYdts waluce• n- to keep cKeiLicals~at o[ dtspo511 .y.ce~. de:criD~d in 3b(2) -&od 3b(3)'. - - _ . e _ L« - _ A~y inadv _r _n s.~. i aae will ~ ~ieaned -un-in"-a--manner G~~" terrt-.wih=-FedQral•StatP and local. auidelines. s,~~ - t, Wate[ Ituno(( (ipcludlns .totv v.ccr): • (1) Dcstrtb• Cre sovrce of runo(! (LnC1Ud[a4 stocs vacer) aod reclod ol collettioa •nd disyoa41 if •ar (lnclude quanclcle*, 1no..n). uhere vill thls vateC (lovl Vil: this ..cer [lov lnco • other vatersT If so, dsecrlbe. StQrmr,,ater wi 1 1 bP rnl 1 (~t~ EMd disbosed of bv "208" ~ Cnl;a 1 P Q (2) :lill anr tf+eKicals E< •torcd, handlcd or usad on tfu sSte 1n • loutlce vhare a aplll or ( cJ le4k vlll draln to suclate ot groundvaCat or co • ston vatcr dlepos+l syste dlscfurtln; to suT(&ce or gtounA w ter' ~ Anv material shal.l be stored as per Department of 2~~-y 9S • Riii 1 di na a_nd lqafet-v and as pe.r standards in t~jP. ASA overlav zone. (3) Could vatce ucertals cntet trwnd ot .ur[ate ...tcrsT 1( so, acnitrally descrlbc. No P i s a nt ir i a i- Pd d. Tcoposcd outures to rcduce o[ toncrol surfatc, Ziound, and tvnolC vatc[ lapatCs, tf •ny (il c the propoiied •tclon llet w1CAta che Ayulfc[ Setuitire Afu D+ eo"ela21y ciu r oo •rylAaA[to" r rel.ciot co l.ciliti.s ronccrainj Ssccion. 3b(4), 7D(•5), aad k(2) of tAls ch.cklisc): Treatment of runoff via crrass vercolation areas as per Spokane Countv 11208 I, recruirements. A. ruIrs A. nceet or tlrelc trpe o( vcle u cion (ound on tt+e sSte: , X declduoua [cee: alder, p e, ~pen oth~r. X cvertteen tree (1 , r~t. tnc ot .r. X o,,ry5.. ' X <<.... p..cu«. ' crop or jratu. vcc •otl pl.ncs, cacc,il, Evccsrcup, bullrusA, .tun7c c•Db•js, otM r. vacer plancs: vatet 1111y, selgtase, allloil, ocTrer. l . G:..G ~ /tGy.u.'v~~ Z1.c~/Z other trpe• of ve6ecatlon. D. Vhat tind and •mounC ol vegeCAtlon vtll be Temovad oC al[ered? Trees, shrubs & crrass ~ f/ s- e. litt trrwcened or endiosered opecfea icaovn to Se on oi near t1►a •i[e. NQp P t=wn d. Troposid landseaplng, use of natlve p L o*. o[ otlu ~au urem to prosene oc sotunee yeg• ttoo ~ on cn. .it., cr .ny: Erotiide lancscane Vuffer, ornamental lan~scaping , per Spokane County Zoninc{ Cmde. s > . • . • ~ ) . . • J SPOK1lItE EtNIRO~trlE1(TAL OROIKAxCE ~ ' (S;AC 197-11 96,01 Sectlon 11.10.230(1) . . . . B. E1IYIROtciEKTA1 EtQ1E?1T'S (continueQ) ' ' - - . _ - - Eveluacton for - ' ' • • - - _ " - - . _ : _ . _ A4ency Use Only - S. --AItIMAL-S - - - - • y.__ - - - - . - - -f-.--C1rtlt-any-b1r-ds and-&nla+ls_MhSc.Wh&re been obscrveE on or nmrthe iite or tre knwn to be on or near che sttt: - - • - - - - - • Dirds: h+.rk. hcron, raqle ongDirds otAer• - ' mamcoals: detr, beir, 'elk, beaver,~?'.*Small Rodents • lish: Dass, silnan, trovt. herring. shellflsh, ochcr: ocher: • . b. llst iny threitencd or enEingtred spccles knarn to be on or nmr che site. _ Non~ }rnown c. ls the site pirt of i rt+iqracton route? !f so, ezplain. A. Proposed neasures to preserve or cnhance v116itfe, 1f anr: , Landscaai.na ta attraQt sonobirds. S. ENERGT AND YATUAAL RESOURCES A. Vhat kinds of cnergr (electrlc. nitural gis, wooE store, solar) vtll be useE to .eei the the CompleteE projeCt'i enerqy needs? Oescrtbe vhether tt v111 be used for'heatfng, nunv(ic- turing, etc. Gas & electricitv will be used for heatina, manufacturing arid cormnercial uqPq-. b. uou1Q rour proJett if/ect the potentli1 use of solar enerqy br •dJacent propertSes? If So. generally EescriDe. N~ C. 1t?►at klndi of entrgy coniervitton feitures +re includeE tn tl+t pl&ns o( thts proposii? ltst . other proposed veisures to re0uce or Control encrqy irtpicti. If any: ~ alj 1 d? ngs w' 1 1 Q. a1 1 apnl i cahl P PnPrcly cndp rec1ii rPmentS . 1. ENYIRONriENT11L HEALTH - , A. Are chere any envfro►x+entil heaith AatarOs, IncluQing exposure to toxtt ehenlcils, rtsk of fire . snd explosion, sptll, or hizardous v+ste, tnac covld o aur as a result of chls propos►1? !f so, - descrl0e. . Any health hazards will be aandled as per FPderal, S~ate a~]d l oca l h a 1th_reMlirement s. . ~ (1) DescrSbe speclil emryency serYttes t?+it mlqht be reqvired. C-C Nnn P kt2nwm at-_ +-b i c +-,,,im,o J/~1.Qi~~v'~,GIQ v►'.~c'~ '~Q'" 4 . / ~ 6 . • ~ ~ j 1 ~ ~ . ' M SlOT..A]~r ~F4~ivtYl(~t~yA. ♦ ORDtl1AACL (VAC 197-11-96) Sectioa 11.10.230(1) E. ~TPIItOtQSLl'TL1L LL~NtS, (conclnued) ~ . • Lvaluacion Toc• AaeocT Oss Only ' - LItYI1t0lML1T:AL 1M/.I:7R'-(coctlowd) . " - - - •(2) Tcopootd asasuras to [edute?ot~coectol auviio&m.'snt.l h.'i1cA'hassrds, aay: - _ • - - , - Anv Pal _h hazawill be h nd1 ed as Der Federal, State' . Cal hPalt re=i rements . ~ and ig D. ;loisc: (1) VAaC Cypet ol nolae axtst 1c tha a[ea vhlcl► ►+r •flacc yw[ project (fot •saspla: ctalftc, equlpren[, ope[acioo, otlut' Traffic~ frnm adiac-Pnt -,t-.rPPt-. and noise frQm ecnli mn ent ' of ad7acent manufacturinq. (2) vluc t7Dis •od lcvela of notu vould La tCUCed by or atsotlatod v1[r C1+t pTOjeet oe a . shore-terr or a long-cen 6•ite (for ezaapls: cra(tle, cor.cruccion. oper&cioa, ocAsr)' Lndic.ct . ' vhac Aovrs nolse vould cosc lro■ ttrc slte. Sho t term: Whp-n cQnstruct1on occurs. • _Lnncr fiPrm! Vehicular, manufacturinQ and other noises associated with commercial and licrht. _ industrial uses durinQ standard workinq hours. (3) troposed osasure to reduce or eonttol noiie lsp.eca, if aol: Cons._u,j-,ion wi 11hp 1 i mi f_d #:Q davlight hours ~ use of 1 andscare biifferS and srrPP s to reduce noi s'P . . ' D. U`fD AND SNORLLI`lt USE A. 1ThaC 1s the eutrent w e of tAe site •nd •djaeent yrope[c1es'. Industrial and vacant land. p. 11.s ehe site been utcd (or •ariculturc! II to, Eeserlbc. LYV C. DercrlDc anr rcructurcs oo tl+e sitc. There exiSts the main office, a smal entrv securi-ty building, ~sma,l 1s.o g,P hui 1_di ng anc3 smal 1 i nd us :ri allmanufacturing building. d. y11I anr serueeures De deoolt.heG! I! •o, vhieh' Not knnwn at t-hi s #:i mP . . T4-L C. 11haL 1o che curcent :onlnt classiftcatloo oI ths sitai ~ • ~~~L Industrtal Par_c (I-1) and Corrununitv Business (B-2) Y. tlfuc Ss the eurTeot cmptcheeilve pLse d•signacton of the sScc' . ~'1Q" 2./z y fs ndusfi. 'ri a 1 ~ I( applleable. v}ut 1s ch< eurree[ shoreline aaa[cr protras desisn.aeloa of the sitc! • N/A T►. Has •ar paTt of c}+e slce 'oesn elasslfi.d •s so 'eoYiioa.noully rvoAltiva' •reai I( so, •peclt7. ~ 'Si,te lies over sole source Spokane Rathdrum Prairie • Aquif er. • 1. Apptozlaatelr hav *ao7 yaopl• vould teald• o[ vork lo tM eomyleceQ yrojecc' NQt kno,~m~t th]~s time. 7 ~J _ _ • . ~ - i • . STOKJUSL UCP22Af4MfLl.L ORDLlLLAC1 ~ . (vAC 197 -M-$60) 5•ccion 11.10.230(1) ~I. •[N71kOKf~:1L a.~Ti (eootivu.d) • , ~ :valuaCion foT kencr u.. onlr J. APPrailaAtel) hov aaaj pwple voulA tha toaplecad projecc dtiplxe! None • t. Troposed •aAeufe• to avotd o[ reduc• dliplacmeo[ lapatcs. SC any: _N/A I, TroyosaE wsource to cneure tAe ptopo*al caapatlEl4 vttr riciscia4 •od pCOSected Lnd u+t• •nd pl►ns, t ( anr: -_J,j,~pcz sai t 1 hP rermi tt-PC3 wi thin t-hPi r iind rl yina zone. Gr,.~L~-G~~ e 9 ~ • - ,,RIL 9. HOUSINC A. ApprosLaacely hw unr units vwld b4 provtdad. •nlt [oEtcace vhdtMr hlt?r, slddls-. or lorlxome Aousitu. ' . N/A b. Appro:loatelr f+ov aan7r unSts, 1( an7, vould D+ sllaloAted' Iodlut• vl+acl►ar )tlth-, uiddla-, or lorle+coac hou.ins. N/A C. TroposcQ ■usurcs to reduce oC tontrol hovaln; lupacts, 1f soy: N/A 10. A,ESTIIETiCS Yhat !s thc u Iltsc hcitAt of any ptoposed •CiUCLY[t(e), noc lncludlnt ancetscasE V1ut 1o tAa •~{s(~'} princlpal cxterfoC bu1lEtna u te~i~l(a) qropoioed! Structures wi .l n,ot Px~d 40' j,D I-J. ZDMira and 60' _iD $_2 ZOni~1c,~ a,s per.. c4de. 73-- Z 3C>-)--~ . _ . . ' (5D D. Uhat vtcv• ln the Limedlate vttlnltr vould Dt a1CtTed or obdcrucceE! Views to Pxi,,~ .i ngindLs-rj a1.usPq. . . . ~ c. Troposed saaourcs [o reduce or tonCrol a+ot M cit Lapactt, 1( •aj: i.andSrapi ng and buffQ_ i na o,f nrQnnsed LSPS 11. L1CH7 A?c0 G1ARL ' - a. :1Tuc cTpe of ltght or jLre v1l1 tl+e proposal producel 7fuc cim4 of day vould tt a+tnlr oetur! Liqhts from vehicles, buildincrs and parkincr areas. b. Could 1ig1,t or =Lrc fcon c!u (in1sME pro}ect bt a aA1@tr h+:ard or-toEorf4re vtth ♦iAv+i ' a~v c. W!►st c:iotlog o!f-st« sources of 1ight or gLre ..A) af-fect )a+r proposalT LiQhtinct from vehicles and adiacent industrial uses. d. tcoposod wuwces to reduCe or coocTOl I1=hc •od =Lr• Lrpacte. !f any: rid apin -ci buffers and -screens to control liaht and glare. . ' e ~ STO'1.1.K L![PI7lONTQTiL1L OItDIXANCC ~ ~('S7AC 1974-L-960) Sectioa 11.10.230(1) ' . . . . •B. -L`cPI7[ORIMC= LI.L2~'XLS (eoatiowd) _ . ~ Lraluatlon Foc 12. tL.C1tLAZI0f( Aaeucy U.s Onlr ' "i."'Nhat-desisnated.ao3 lalonul•retisatloanl oppoYtvalCtes ac• !n cl+t imiedta[e v1clnit)' Su1 1 ivan Park at the SpQl~ane River and Sullivan Road. Walking,::bi}cing, running, jogging, basketball and volleyball can be done in the vicinitv. ~ D. Would thg proposed pzoj.ct dSspLt• acr eslscint racr.aclonal uaes? I[ so, descrlbe. N~ c. YCOpoaad wours• co [educ• or sontrol tapatCo oo Tettutlon, iocludleti CecTUcLoodl oppor[uql- tles to Se provideQ br Chq ptojccc oc applieanc, •ny: ~ 1~I4n P . . 13. N1S'OEIG AND NLTUML P'R.•.SLRYA'IOX Arc cAere anr plates or objscis llsted on or proyosed (or oacionAl. •Cate or local prescrva- tlon ngistefs lcnovn to De on ot ne:c co cl+-o Bliel L( &o, =eoarally d•scitb.. N~ D. Gensra117 dt.cribe aor 1.n4o.rks or eridencq of Ristoric accl+a•olotical, .c!.eoUtic or cultural !■portance ~aavn co be o0 or,eexc co tha stte. • None c. tropoicd statures Co reducc oc tontrol l.pacts. 1f •ny: N/A 1~. 'rJlllSTOR-AT20H Identilr pub1lt stTcets •nd hlthv•ys •etvlnt che slte aod descrit-s proposcd atccss to [he axlsctn6 stT4st systa+. 5lwron slte p L ns, il ikny. I-90, Su~.van Road. Trent Road S~u.►,~ T..c~~..~ ~ST~Q ~ p. 1o site turren[ly set'voE Dr publit traoslc! Tf not, vhac ls tT+c &pproxlA&ta dl.t•nee to st+e ~~Q~ ~p~,~ `~r c e.a [ c4C t[AoA1 c It o p 1 v~ w~-~./ /7/~~/~"""~' 1/V V'~/~'G~ , 71.GG ~ a / She s i te is served by public t rans it. t. nov aany parl~lctt opseso vould ths co.plattd pro}ecc l+a.e! Bov aioy vould t1~e yro}eet elldoacs• ~ • ~ Z/i /47s Flarki ncl Prn irPmPnt-s wt] 1 adh P-t0 Spo1canP ('qun~y .zoninq reauirements. Cl4- ~t,~ ~ "►-t,~~dn.e.. 1 d. V111 the propo.al r*qulre soy nAv ro&ds or seT.ocs. oC luprov.r.ot• to •xletlnd rord& or sttwt• Lt.Z,7 noc lncludlng Ar1vewyet , Il so, tewrally des<t1De (lndlut• vMtfrz puDlit or prlrats). _Inter i Q i r_u fla.' on Qu ..s~ ~ Cr~c,,,,,~ f►--ri~~~ j-ps wi 1 1he recruired via Gontinuous~ S G- ~ narkina lot and pri vatP c7r; tTAcz. 3mprovements wi 11 Niz located near arPas where arrecnli rPri tQ PXi c-f:inrr Ynm~a - s. ~'.~..~.~,L~ c~ /L~=a-~c.~ C,~r•-•c C. V111 ths qrojaet use (oc oeeuC ta tl+e Lo.dLte rielnlq o!) wteTs ea11, or atf [Taosporca[Loat It so. jeoaraily deseriba. ~~Y) C~~v2 ~f^'► I w"-' No ~v~~~~ ~~"e„' • . , ~ - . . ~ . , • • ' - 0 srozu2 aK5►i:oU¢xrJ,L otDixJ~t¢ f l ~ (VAC 19T-Il1-960) S~ccioa 11.10.270(1) , . ~ . Y b: IItPItOkKM'.AI. II.MIMfTS (conciowd) ' • • + Lvalwtlon for Aseacy Use Oa17 ~ I. Rov aAnr whiculai cTipa ptr dar vould b-a gsuerated Ey [ho Coaplat*d proJecc! IC laovn, 1a41caca vAeo paak would occur. Not kn nwn a t- t h iq t- i ma _ - ~ SPP t ra f f i rqf_tlrhv m1'Ppa T'Pfi fnr NnvPmhPr 19(44 7.nnP rhanc~e . _ Tropo.•d m4asures to reduct or concrol tiansyorcscice i■pacct, !f aqy: , A traffir analvgis i11 hP ConnlPtei af. f-irre af -hii,j lrling- permit review to determine whether the mitiqation measures . outlined in the November 1994 zone chancre will be necessary. iS. PUDLIC S£RVIC[S " e. C4 A-) . A. 57ov14 the ptrojetC result in •u locrused uwd for pv21lt •eTrtta• (!ot •zarpla. f Lr• protatcioo, pollce protectloc, healch care, schools, oche[)i If so, tsn.rally descilbi. -Qlv~ Fire and Police nrotecti=will be reaMired . /ir y/9 s D. Troposed oeAwrcs to reduce oC cootrol d[ract Sspaccs on puD11c set-vicae, 1.' •rty: Provir3P firP hvdrani-s czn,_rinklpx a~gtPm-q anri arlaq1ata fix-e vPhi r 1 P arrP.'; .C; _ 16. I.:ILI':IES a. CtT ~~11t1 uctent~valLb at Chc •tte: "t~ttctticr n.acutal ga• ~cer, efu~• C •ervi (~elephon~, iaoltary aavts, septlt •ysCta. ~ D. DescrlDe the uCilltles chat aTe proposed for the proJecC, the vt111Cr providlnj the &*n lts •nd Chc :cnetal corutrvctlon •ctlrlties oe the aLt• ot !e t1v Srmrdtate rltinlty vh1ch altht De ncedcd. Electric and Gas from -NWP, Wat-,;er from SpQk:ane Ind ustri al Park Water District, Sewer from Spokane County. _C. SICNATtI)t.. l, the understgnad, ivut ucder the qenalty of parJur7 ch..t ct+. .Lo.e r..pow.. .r. .+s* crvcl+lvllr .nd co chw b..c ol ■r fwovled`e. I al.o undcCotanG tluc, otiould therr bs aor vllllul atareyrosiotatloe oT vlllful LAtk ol lull dloGlosv[e on ry pa[t, the •Rancr mar vlchdrav any dcternlnatloe o( nonsigs+llic&oce tk+t r.lght l.sw !n rclieoca upoa cAi• c?+.cklisc. D•ce: Ji rrovon:ec •Sc`nt-t, Rr[nrm+ Virp PrPS"i riPnl- . (Flsus friot or Typ.) Troponenc: ,Ur...: Pentzer Development Corp. (Slttutuft) ' pho~.: (509) 924-1720 3808 N. Sull ivar) Road. Bldct N_~ 5 SQOkane. WA 99216 Person coapletlns fon: Frank R. Ide r Tay1 or E2Cl11'1 - 7 21cl, Tnr. D•te: nP(,Pmhet^ lc)qQ p'honc: (509) - 71 . roa srKrr ost oNLt Stalt ■eber(t) tevtavio,= ctxckltsc: ,,G based oa eA1• stal! Tevltv of the eoKTOnwaaeal ehetkliec aead oc?+er p-oTLloene lnfonaeten, cl+a scal[: A. Coot2udes ttai cher• •se ao probable slgnlfluet adva[ss Sapaecs •ad rScao40dt a d4t4t111oAcl0o o! ooe+ltoi!leanee. 1. Contludet ttut proD+Dle ilL-nilltaa[ adwce• anrironossotai tmpiets do cslst lot C?*c tursaa[ proposal •nd tetomacod• a alclgAced deceT- aloactoa ol ooailral[lcaots vitA tondl[lons. • C. ' Conclude• t1u[ tlxTe •cs yroEaDle' s1niLiunt advats• snr(rov.socal lapacts aod rico..eods a d,tcenloatlon ol siroifluxs. . ' TILIM T!C[ - 05.00 ' 10 ~ , . ' .+.4dM0!rttd ' ~ ~ , • . ~ ~ ~ ~ SPOKANE.. COUNTY'PLANNING . . . . PRELIMINARY BINDING SITE PLAN APPLICATION , PART I ,S A. GENERAL INFQRMATION~ ' ~ Pentzer 1?evelopment Corporation NAME OFAPPLICANT/REPRESENTATIVE: sfo Frank Tdej TaX1or Ehai Inc. I MAII.ING ADDRESS: West 106 Mission Avenue, Suite 206 CITY: St=ne STATE: 18S ZIP: 99201 PHONE: ( 509 ) 328-3371 (work) (home) . IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FOR APPLICANT TO SERVE AS REPRESENTATIVE. . LEGAL OWNER'S NAME: Pentzer Develoument PHONE: ( 509 ) 924-1720 MAILINGADDRESS: 3808 Nnrth Sullivan Rnad, Hld,g N-15 PROJECT/PROPOSAL SITE AREA (acres or sq, ft) Acres ADJACENT AREA OWNED OR CONTROLLED (acres or sq. W 580 Acres a-pDroximatelv . ASSESSOR PARCEL #S OF PROJECT/PROPOSAL ni 54-1-q09~ . .i ASSESSOR PARCEL #'S OF ADJACENT AREA OWNED OR CONTROLLED Same STREET ADDRESS OF PROPOSAL At and ad; acent to 3808 N. Sull ivan Rd. Blda. N-15 EXISTIlNG ZONE CLASSIFICATION(S) MUST BE AT LEAST ONE OF THE FOLLOWING: ❑ B-1 0 B-2 ❑ B-3 tg I-1 ❑ I-2 0 I-3 , EXISTING USE OF PROPERTY Of f i.ce,., Industrial; 'and Vacant. ' COMPREHENSIVE PLAN CATEGORY Tndusi:ri a 1 . SCHOOL DISTRICT F'act, va1 1 Ay FIRE DISTRICT #1 WATER PURVEYOR SIP PROPOSED USE OF PROPERTY: Single family dweUings Duplexes Muldfamily dwellings Manufactxu,ed homes Businessr (K) Industrial (K) Mixed Use Offier( ) _ Describe; Commerc ial, 'Off ice;`wa~rtitzhG..lndust'ria1.._• LIST PREVIOUS PLANNING DEPARTMENT ACTIONS INVOLVING THIS PROPERTY (LIST ZONE CHANGE FILE NUMBU): Zone chanq,e'reclassification (ZE-41-94) LEGAL • . B. LOCATION OF PROPOSAL: At and adjacent, to 3808 N. Sullivan Rd. BldQ. N-15 , _SECTION _ I . . ..TOWNSHIP 25 . RANGE 44 NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: Sullivan Road WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: ~,,,,Auor„ oximatel v 1220 DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANNED ARTERIAL UQ YES NO NANNIE(S) OF ARTERIAL ROADS Stiliivan Road 'is Alanned as a princiaal arterial. RECEIVED . ~ FEB p 91995 • gpOKANS COUNTY ' PLANNINO D«ARTMiNT . . . • - - - • . BIIVDING STTE PLAN APPLICATIOh'l- Page 2 of 4 ✓ , , • LEGAL DESCRIPTION OF PROPERTY (Attach legal description stamped by Land Sutveyor). INCLUDE LEGAL DESCRIPTION FOR ENTIRE AREA TO BS SUBDIVIDED ON PRELIMINARY BIlNDING SITE PLAN. ' • SPe attaehed 1g=a1 d 4_rinti_on . IF YOU DO NOT HOLD TITLE TO PROPERTY, WHAT IS YOUR INTEREST IN IT? o - - • ~ WHAT MEASURES~DO YOU PRdPOSE TO MITIGA'IF, YO'rjR PROPOSAL'S IMPACT ON SURROUNDING LAND USE? Provide opporturiities, Setbacks, Landscape Bufferinci and complv with Spokane County Zoninq Codes. Comply with Spokane County Zoning Codes. C. PRELIMINARY BINDING SITE PLAN GENERAL INFORMATION: . NUMBER OF LOTS: 17 GROSS AREA: 21.7 Acres TYPICAL LOT SIZE: 1. 0- 1. 2 Acreg_ PROPOSED NET DENSITY+: ~ 2lots/ cres SMALLEST LOT SIZE: 1.0 Acre MDRMUM FRONTAGE: I-L•125: B-2l ioo'_ . , . , , . . . . . . . PROPOSED SOURCE OF WATER: . • - - • Individual wells Public system (10 Private Community System Other Describe: Snokane Industrial Park - PROPOSED MEANS OF SEWAGE DISPOSAL: , Public sewer ()o Community system Sepdc tank and drainCeld ~ Double Plumbing ( ) Dry Sewer ( ) ' , Other ( ) Desccibe: . . _ . { UTILITY COMPANIES AND/OR DISTRICTS TO PROVIDE SERVICE TO THIS PROPOSAL: ; ; Electricity: wp Sewer. S I P,/ S Fo r,Au E cn v O! y Gas: WWP Water. SIP Phone: _TI.S. West ' DO YOU, OR THE OWNER IN THE EVENT YOU DO NOT OWN THIS PROPERTY, HAVE ANY ~ . PLANS FOR FU'I'(JRE ADDITIONS, EXPANSIONS OR FURTHER ACTIVITY RELATED TO THIS ; PROPOSAL? Yes No (X) IF YES, EXPLAIN: D. PRELIMINARY BINDING SITE PLAN IMPROYEMENT INFORMATION: ' LEVEL OF STREET IMPROVEMENTS PROPOSED: Private roads QC) Public roads Arterial roads Tract X roads i , DESCRIBE ANY COMBINATION OF ABOVE: Private foads will be created ~ ESTIMATED TIME PERIOD EXPECTED FOR COMPLETE DEVELOPMENT OF'CFE BIIVDING SITE PLAN: _ 1 Uqd tn Mnm mora nr 1 Ac.q ' IS PHASIlVG OF TIiE FINALIZATION OF THE BINDING SITE PLAN PROFOSED? Yes ()o No ; IF YES. SHOW PHASING ON THE PRELIMINARY BINDING SITE PLAN MAP. IS DEDICATION OF LAND FOR PUBLIC USE CONTEMPLATED (Parks, schools, etc.)? Yes No IF YES, DESCRIBE: . ~ I ~ , * NET DENSITY IS LJIVITS OR LOTS PER ACRE MINUS PRIVATE AND/OR PUBLIC ROAD AREA. , , ' i • . ~ . . , BINDING SITE PL.AN .APPLICATION Page 3 of 4 ✓ • PART II THIS SECTTON OF THE APPLICATION WILL PROVIDE THE PLANNING DEPARTMENT STAFF WITH VVRITTEN VERIF7CATION THAT THE APFLICANT HAS HAD PRELIMINARY CONSULTATION WITH THE AGENCIES IDENTIF~D. RESULTS OF THE PREI,IMINARY CONSULTATION SHALL BE INCORFORATED IN THE PROPOSAL BEFORE FINAL SUBMITTAL TO THE PLANNING DEPARTMENT. , FIRE MARSHALL/FIRE DISTRICT ~ A. THIS PROPOSAL IS WITHIN FIRE PROTECTION DISTRICT NO. ~ B. ADEQUATE ARR.ANGEMENTS ~(=XVF (HAVE NOT) BEEN MADE TO MEET OUR NEEDS IN PROVIDING FOR AN ADEQUATE WATER SYSTEM AND FACII.ITIES FOR FIRE PROTECTION PURPOSES. . C. RECOMMENDED FIRE FLOW: ~ ; OR UNABLE TO CALCULATE NOW BECAUSE USE IS NOT DEFINITIVE; AND WII.L Bfi DETERMINED AT BUIIrDING PERMIT APPLICATION TIME. D . REQUIREMFNTS INCLUDE: . ~3C4rPo,l( FIRE DISTRICT SIGNATURE DATE WATER PURVEYOR ' A. SATISFACTORY ARR MENTS FOR DOMESTIC WATER AND FIRE FLOW REQUIREMENTS HAV (HAVE NOT) BEEN MADE. B • REQUIREMENTS/COMMENTS: . * , WATER DISTRiCT SIGN E DATE / COUNTY ENGINEER ' A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIItEMENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT. A. CONnviF.N'I'S: a ~u 1-26 -cl5 SIGNA DATE COUNTY UTILITIES ~ A PRELIMINARY DISCUSSION HAS TA,ICE1v pLpCE AND GENERAL REQI;fL[tEME1V'I'S FOR SUBMITTAL OF THIS PROFOSAL (HAVE) H VE NOT) BEEN SATISFIED. THfi DESIGNATED WATER PURVEYOR FOR THIS SITE jS ~ b A.' COMMENTS :zD v C' As ~ , , SIGNATCiP~E ATE HEALTH DISTRICT ~ r A PRELIMINARY DISCUSSION HAS TAKEN, P ENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE {HAVE NO BEEN SATISFIED. A. COMMENTS : ~ L. St {y v^. , r, l ~ SIGNATURErITTLE DATB SEWER PURVEYOR ' A PRELIMINA.RY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE APPLICANT. A. CONtMFNTS : /A. SIGNATUrRE~I'ITLE ~ . •l = ~YJL, . . . . ~ ✓ BINDING STTE PLAN APPLICATION . Page 4 of 4 . - ~ PART III SURVEYOR VERIFICATION I, THE UNDERSIGNED, A LICENSED LAND SURVEYOR, HAVE COMPLETED THE INFORMATION REQUESTED. LEGAL DESCRIPTION AND PRELINiINARY BIIVDING SI'TE PLAN HAS BEEN PREPARED BY ME OR UNDER MY SUPERVISION IN ACCORDANCE WITH THE REQUIREMENTS OF THE . SPOKANE COUNTY ZONINGBINDING SITE PLAN REGULATIONS AND Tf-E LAWS OF THE STATE OF WASHINGTON. SIGNED: DA'IE: ADDRESS: ~4:g~4 1wt v,S'f o PHONE: ZIP: PART IV (SIGNATURE OF PROPERTY OVVNERS OR LETTER OF AUTHORIZATION) I, T'HE UNDERSIGNED, SWEAR OR AFFIRM UNDER PENALTY OF PERJURY THAT THE ABOVE RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE. I FURTHER SWEAR OR A►FFIRM THAT I AM THE OWNER OF RECORD OF THE AREA PROPOSED FOR THE PREVIOUSLY IDENTIFIED LAND USE ACTION, OR. IF NOT THE OWNER, ATTACHED HEREWITH IS WRITTEN PERNIISSION FROM THE OVVNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF NAME: ~ cN r~ C~p< VC ~ p p n~ co Rp• DATE: ADDRESS:' JU .390? 5 U LLa i/1} N R11 N" t S' PHONE: (.>`oy' ) 9 ZY-- / r Z 0 Z~ J Pv LALy- zIP: I . ~I-- Z -.q~ . S~NATURE OF APPLICANT R REPRESENTATIVE DATE . ar ~ STATE OF WASHING'PON ) • ) ss: COUNTY OF SPOKANE ) SIGIdED AND SWORN TO/AFFIRMED BEFORE ME ON THIS DAY OF r~as '3~h vl.Glrl , 1994, BY °-sc oZ't 13vv wri , ~IA W ~ ~o~ Notary Public in and for the State. of Washington ~ . t • - Residing a~ ~p b k~ • • UBL1C ~ dO30 My appointment expires: ~ - ~ G ' 9iOF WAS\\\'~ ~/1111111 1 ~ . PART V (TO BE COMPLETED BY TfE PLA►NNIIVG DEPARTNiENI) DATE SUBMITI'ED: 5 FILE _~.SP" 3 9'✓~ DATE ACCEP'TE : o,o BY: * TOTAL FEES: RECEIPT t s m j . ~ ~ , : i SPOKANE COUNTY PLANNING PRELIMINARY BINDING- SITE PLAN APPLICATION PART I ' . . . . A. GENERAL INFORMATiON: . Pentzer Development Corporation . NAME OF APPLICANT/REPRESENTATIVE: s,,(o Frank Ide, Tay, or Engineering, Inc. MAILING ADDRESS: West 106 Mission Avenue. Suite 206 CITY: Spokane STATE: WA ZIP: 99201 PHONE: ( 509 ) 328-3371 (Nvork) (home) ' IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZAI'ION FOR APPLICANT TO SERVE AS REPRESENTATIVE. LEGAL OWNER'S NAME: Peatzer Develonment PHONE: ( 509 ) 924-1720 MAILING ADDRESS: 3808 Nnrth S»11 ivan Rnac] f R1 c3n N-1 9 PROJECT/PROPOSAL SITE AREA (acres or sq. ft) 21.7 Acres _ ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) 580 Acres a-piproximately ASSESSOR PARCEL ItS OF PROJECT/PROPOSAL 0154-'A-qD.9Q ASSESSOR PARCEL #'S OF ADJACENT AREA OWNED OR CONTROLLED Same 6 STREET ADDRESS OF PROPOSAL At and ad; acent to 3808 N. Sullivan Rd. Blda. N-15 EXISTING ZANE CLASSIFICATION(S) MUST nE AT I.EAST ONE OF THE FOLLOWING: ❑ B-1 E B-2 ❑ B-3 tg I-1 ❑ I-2 ❑ I-3 EXISTING USE OF PROPERTY TnrluSt ri a l and vac•ant- ' COMPREHENSIVE PLAN CATEGORY Indu•q+-r; a1 SCHOOL DISTRICT Fazt vai i Ay FIRE DISTRICT #1 WATER PURVEYOR SIP PROPQSED USE OF PROPERTY: Single family dwellinss O Duplexes O Multifamily dwellings O Manufactured homes Business (X) Industrial (K) Mixecl Use Other - Describe: General Retail and Lictht Industrial uses. LIST PREVIOUS PLANNING DEPARTMENT ACTIONS INVOLVING THIS PROPERTY (LIST ZONE CHANGE FILE NUMBFJZ): Nouae..Knoun B. LEGAL INFORMATION: LOCATION OF PROFOSAL: At and adiacent to 3808 N. Sullivan Rd. Bldct. N-15 SECTION 1 TOWNSHII' 25 RANGE 44 NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: Sullivan Road WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: A=oximatelv 1220' DOES THE PROPOSAL HAVE ACCESS TO AN AR'IE-RIAL OR PLANNED AItTERIAL (x1 YES NO NAME(S) OF ARTERIAL ROADS Sullivan Road is p],_anned a,9 a -q'ncioal arterial. 4 • ~ ~ ',I . . . ~ BINDING SITE PLAN APPLICATION Page 3 of 4 PART II THIS SECTION OF THE APPLICATION WII.L PROVIDE THE PLANNING DEPARTMENT STAFF WITH WRITTEN VERTFICATION THAT T'HE APPLICAIVT HAS HAD PRELIMINARY CONSULTATION WITH THE AGENCIES IDENTIFIED. RESULTS OF THE PRELIMINAItY CONSULTATION SHALL BE INCORFORATED IN THE PROPOSAL. BEFORE FINAL SUBMITTAL TO THE PLANNING DEPARTMENT. FIRE MARSHALL/FIRE DISTltICT ' A.' THIS PROFOSAL IS WITHIN FIRE PROTECTION DISTRICT NO. B. ADEQUATE ARRANGEMENTS (HAVE) (HAVE NOT) BEEN MADE TO MEET OUR NEEDS IN PROVIDING FOR AN ADEQUATE WATER SYSTEM AND FACILITiES FOR FIRE PROTEC"TION PURPOSES. • C. RECOMMENDED FIRE FLOW: ; OR UNABLE TO CALCULATE NOW BECAUSE USE IS NOT DEFINITIVE; AND WII.L BE DETERMINED AT BUII.,DING PERMIT APPLICATION TTME. D . REQUIREMENTS INCLUDE: • , FIRE DISTRICT ' SIGNATUIZE/I'ITLE DATE WATER PURVEYOR A. SATISFACTORY ARRANGEMENTS FOR DOMESTIC WATER AND FIItE FLOW REQUIREMENTS (HAVE) (HAVE NOT) BEEN MADE. B. REQUIREMENTS/COMMENTS: WATER DISTRICT SIGNATURE/TITLE DATE ' COUNTY ENGINEER A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT. A. COMNiENTS: /i a I -zG -y5 SIGNA fI'I E DATE COUNTY UTILITYES A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) IH VE NOT) BEEN SATISFIED. THE DESIGNATED WATER PURVEYOR FOR THIS SITE jS ti~ A. COhZMEIVTS: ~o o(' c~ ~~lt ~.V F~-~..r ~ r J~ -L' D . , SIGNATURE/I'ITLE ATE MEALTH IDISTRICT A PRELIMIlNARY DISCUSSION HA,S TAKEN.P ENERAL REQUIREMENTS FOR SUBNiITTAL OF THIS PROPOSAI. (HAVE (HAVE NO BEEN SATISFIED. A. COMMENTS: 4t. Sc c,,r v`. ~ ` SIGNATURE/I'ITLE DATE + SL'WER PURVEYOR A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE APPLICAN'I'. A. COMMENTS: 40 ~'.Jr/ , .`Zo~s SIGNATURE/I'ITLE IXATE PtRMIT CENTER PASSPORT - ~ t ~ Date: Number: / - Name Phone Add ress Comments: CUSTOMER ROUTING ~ . . ~ . f.r. .:,::<,~~:•::v.r:::::r,:.. i . . . . . . r•.. . : • ~ . r:.::..:: •_-s_:;::::..; ;,v~;. . : ; . . . : ......~,.M1 - -v.~ ~:~:.~:x.•::::•::: ; . :BUILD GINEER~. arf.m nt~. :.Q::..P:;..::_.:.-:-:: , Addressing i Admin. Exception i Approach Perroit ~ Building Permit i Arterial Rd Plan Info = Flood Plain Permit ! i Code Inforniation ~ Binding Site Plan Info i Public/Private Roads _ Commercial Review i Cert. of Exemption s Res. Bldg Permit Rev. i Conference ~ Cornpretiensive Plan i Site Drainage Info ~ Energ}+ Code Info ~ Cond. Use Permit ~ Subdivision Review ~ Fire Safety Review , Nonconforming Use i Utility Permit Manufactured Home Pemiit Review Zone Change Review ~`72 •3R0J Mechanical Permits Shorelines Info 7V O I~CI 3• qC~9~ Othcr Permits Short Plat Info NO FEE IZEQUI ,D ~ ' i jR~evieyver T'une out ~ Plumbing Perniits _ Subdivision Info - ~ X i Pcivate Road Info : Temp. Use Pemiit ~:U11LiTIES~-D.epaittne.ht.::~~=':' ' ~ Residential Review ~ Variance Appl. _ APA Payment Sewer Perni its Zone Check Cert. of Ecemption Zone Info Subdivision Review U D/Sewer Info ~ Zone Qiange Review ~ ~ NO TE- 1ZEQ UIIZE, D NO FEE RE- Q UIREA Reviewer Time out Rcvicwer Time out Fteviewer Tiroe out MAS'IERIPASSPORI.Ci'R 2J1&91 TRANSACTION NUMBER: T9500107, DATE: 01/20/95 APPLICANT: TAYLOR ENGINEERING PHONE= ADDRESS: 106 W MISSION AVE SPORANE WA 99201 CONTACT NAME: TAYLOR ENGINEERING PHONE= TRANSACTION: PRELIMINARY BINDING SITE PLAN SIGN-OFF (ENGR & UTIL) • DOCUMENT ID: 1) 2) 3) . 4) 5) 6) COMMENTS: FOR PARCEL #45013.9090 FEE & PAYMENT SUMMARY ITEM DESCRIPTION QUANTITY FEE AMOUNT PRELIM. BINDING SITE PLAN 1 200.00 LAND USE ACTION REVW 1 20.00 TOTAL DUE = 220.00 TOTAL PAID= 220.00 BALANCE OWING= .00 PAYMENT DATE RECEIPT# CHECK# PAYMENT AMOUNT 01/20/95 00000464 2087 220.00 PROCESSED BY: KATHY CUMMINGS PRINTED BY: KATHY CUMMINGS ******************************,t* THANK YOU ***********************************,r 't • ! r d ENGINEER' 5 REVIEW SHEET BLDG. PERMIT # -or -FILE# P"_st -9S Related File # ( ZE-41-94) Date to Review 3-31-95 Time # Date to AA & DR Time Date Received 3-20-95 ~ ~ Project Name SIP PENTZER DEV I-1/13-2 No. Lots 17 No.Acres 21.7 Section - Township - Range SITE ADDRESS E SULLIVAN/S "B"/W 1ST PARCEL # 01546-9091 Applicant's Name PENTZER DEV CORP/FRANK ID TAYLOR ENG Phone # 328-3371 Address 106 W MISSION STE 206-SPOKANE WA 99201 Work # Date Conditions mailed S Contact person Phone # FLOOD ZONE V NO W 4 S 5 SCHOOL Engineer / Surveyor's / Architect's Name TAYLOR ENGINEERING INC 106 W MISSION STE 206 SPOKANE WA 99201 328-3371 FAX 328-8224 Planning Contact Person JOHN TODD Phone # 456-2205 Date Submitted Description Initials -7/ O1-,//_g.?AGREEMENT TO PAY FEES OR PRIORITY FEE COMPLETED & COPY TO ACCOUNTING 9? FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED ~ /_~,7 DESIGN DEVIATION SUBMITTED~Z. ALTERATION TO PLAT - BLOCKS & LOTS BOND RELEASED -ROAD & DRAINAGE IMPROVEMENTS g7~ HEARING EXAM _APPROVED _DENIED =APPEALED BBC / PROJECT _APPROVED _DENIED BOND QUANTITIES FOR DRAINAGE ITEM CALCULATED STAMPED MYLARS TO PERMIT TECHNICAN (SYL/SUZANNE) STAMPED 208 LOT PLANS TO ADMINISTRATIVE ASSISTANT (SANDY) -7- ~ . v . v 41 - 5 A2 v c^2 iB z~ = 97 776 ~ . Z v. ct-~ ~A Atz_ 7r;~ ~ 9? &V 5 T17 ~ . . ~ • . ~ BEFORE THE SPOKANE COUNTY DIVISION OF PLANNING FINDINGS OF FACT, • - _ 37 ) CONCLUSIONS AND DECISION THIS MATTER, an application from Pentzer Development Corporation has been received and decided upon, pursuant to Spokane County Subdivision regulations, on the 5-t A day of May, 1995. FINDINGS OF FACT AND CONCLUSIONS 1. The individual signing below has been properly delegated the responsibility for rendering the decision by the Spokane County Director of Planning. 2. The proposal is to divide 21.7 acres into 171ots for industrial and commercial uses. . 3. The proposal is located east of and adjacent to Sullivan Road and approxirnately 1600 feet of Trent Road (State Route-290), in the SW 1/4 of Section 1, Township 25 North, Range 44 E.W.M., Spokane County, Washington. 4. The existing zoning of the property described in the application is Industrial Park (I-1) and Community Business (B-2), previously established as Heavy Industrial (I-3) zoning on January 1, 1991, pursuant to the Program to Implement the Spokane County Zoning Code, and the subject of an approved zone change from I-3 to I-1 and B-2 (file # ZE-41-94) in 1994. Pursuant to RCW 58.17.195 the proposal dces conform to the requirements of the existing I-1 and B-2 zone. In addition, the property is located within the Airport Overlay Zone, which has specific land use limitations for the property. 5. The Spokane County Comprehensive Plan designates this area as Industrial. The development and uses proposed are generally in accor+d with this planning category. 6. Surrounding uses are primarily indusirial and open space. 7. The site is located within the Public Transportation Benefit Area (PTBA) of Sgokane County. The Spokane Transit Authority (STA) Valley/Trentwood Route # 20 provides connecting services to the site. 8. The Spokane County Arterial Road Plan identifies Sullivan Road as a Principal Arterial without controlled access with a future right of way width of 100 feet. The exisring right of way width is 100 feet. Therefore, as conditioned the proposal conforms to the Road Plan. 9. The required public notice was provided for this proposal and agencies having a potential interest in the project were notified and recommendations solicited. 10. No written comments were received by any adjoining property owners regarding this proposal. 11. An Environmental Checklist was submitted by the sponsor and was reviewed by the County Division of Planning. The review considered the specifics of the proposal, other available information, County ordinances, other regularions and laws, possible standard Conditions of Approval, the Generalized Comprehensive Plan, and other County golicies and guidelines. The Planning Division has determined that "No probable significant adverse impacts" would result from the proposal being developed and issued a Determination of Nonsignificance ("DNS") on March 17, 1995. The "DNS" was circulated to 7 other agencies of jurisdiction and other agencies/departments affected by the future development for review and comment The "DNS" comment period ended April 1, 1995 and was advertised 15 calendar days before said date in the newspaper, by letter to adjacent property owners. The Planning Division has not received additional comments. 12. With the recommended conditions of approval and Spokane County development standards, the proposal is not detrimental to the public health, safety and general welfaze; implements the underlying zoning as well as the Comprehensive Plan; and complies with the adopted Binding Site Plan Chapter 4 of the County's Subdivision Regulations, Board of County Comnissioners Resolution 89-0511. • 1 t , r ` ~DECISION Based upon the above Findin s of Fact and Conclusions, Binding Site Plan Application BSP-39- 95 is hereby APPRO 1 q 98, subject to the conditions noted below. This decision is finalarl s app ed in writing, consistent with adopted appeal procedures. . COUNTY DIVISION OF PLANNING CONDITIONS 1. All conditions imposed by.the Spokane County Divi'sion of Planning shall be binding on the "Applicant", which term sha11 include the owner or owners of the property, heirs, . assigns and successors. 2. The Planning I?irector/designee shall review any proposed final binding site plan to ensure compliance with these Findings and Conditions of Approval. 3. The proposal shall comply with the Industrial Park (I-1) and Community Business (B-2) zone, as amended. 4. The preliminary binding site plan is given conditional approval for three (3) years, specificall to Jun 1998. The applicant may request an extension of time by submitting a written a e (0+~5) days prior to the above expiration date. 5. The final binding site plan be designed substantially in conformance with the preliminary binding site plan of record as legally described and advertised. No increase in the number of lots shall occur without a change of cond.ition application submittal and approval. However, the final bind.ing site plan shall be flexible within the temns of the conditions of approval, and lot lines may be adjusted in a manner prescribed by procedures established by the Planning Division. 6. A binding site plan number shall be indicated before the final binding site plan is filed, such number to be approved by the County Planning Dir+ector/Designee. 7. Appropriate road name(s) and street address(es) shall be indicated on the final binding site plan. 8. Appropriate urility easements shall be indicated on copies of the proposed final binding site plan. Written approval of utility easements by utility companies must be received prior to approval of fmal binding site plan. 9. Inal bindin site lan map shall indicate by a dashed line the required setbacks from all pRate, Tract X or public roads. The dedication shall contain the following statement: yard and rear yard setbacks shall be determined at the rime building permits are r-~ ested unless these setbacks are specifically drafted on this final binding site plan. The t~ acks ind.icated on this subdivision may be varied from if proper zoning or vanance ap ovals are obtained." I 10. A plan for water facilities adequate for domestic service and fire protection be approved by the water supplier, fire protection district, Spokane County Division of Build.ings and county health authorities. The agencies will certify on the Water Plan, prior to the filing of the final binding site plan or any phase of the preliminary binding site plan, that the plan is in conforniance with their respective needs and regulations. The Water Plan and certification will be drafted on a transparency suitable for reproduction and be signeri by the sponsor. 11. The purveyor will also certify on the Water Plan that appropriate contra.ctual an angements and schedule of improvements have been made with the sponsor for construction of the water system in accordance with the approved Water Plan. The rime schedule for improvements will provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final binding site plan. The arrangements or agreements will include a provision holding . Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the sponsor to sarisfactonly complete the approved water system. ~ 12. Ite final binding site plan dedication will contain the following statement: "The public yater system, pursuant the Water Plan approved by County and State Health authorities, ~ie local fire district, County Division of Buildings, and water purveyor, will be installed FINDINGS AND DECISIUN BSP-39-95 Page 2 ♦ ~ ` ~ ♦ , ~ ► ' wWiin this Binding Site Plan, and the subdivider/sponsor will provide for individual , estic water service as well as fire protection to each lot prior to sale of each lot and r to issuance of a building pennit for each lot." 13. No building permit will be issued for any lot within the final binding site plan until certified by a Washington state-licensed engineer that "the water system has been installed pursuant to the approved Water Plan for the final binding site plan," signed and stamped by said engineer. The certification may be in the form of a letter, but is preferred to be certified on a copy of the Water Plan as a schematic map showing the "as-built" water system. 14. A survey is required prior to the filing of a final binding site plan. 15. Three (3) current cerdficates of title shall be furnished the Planning Division prior to filing the final binding site plan. 16. A specific and detailed site improvement plan will be submitted for Planning Division review approval prior to issuance of a building pernut, change of use perrnit or certificate of occupancy. Appropriate bonds or proof of construction must be subrrutted at the time of final binding site plan review to cover the estimated cost of on-site improvements which were required as a part of the project approval. 17. The Spokane County Division of Planning shall prepare and record with the Sgokane County Auditor a"Title Notice" noting that the property in question is subject to a variety of special conditions unposed as a result of approval of a land use action. This "Tide Notice" shall serve as official public notice regarding conditions of approval affecting the property in question. The "Tide Notice" shall be recorded within fifteen (15) days of final disposition of the approved land use action and shall only be extinguished by the Spokane County Division of Planning. The "Title Notice" shall generally provide as follows: The parcel of property legally described as (legal description and tax parcel number) is the subject of a land use action, imposing a variety of special development conditions, by a Spokane County Hearing Body or Administrative Official on (date) and as maybe amended, altered or supplemented by official action or as already changed. File No. (Planning Division File Number) is available for inspection and copying in the Spokane County Division of Planning. 18. Prior to filing the final Binding Site Plan, an avigation easement satisfactory to the Spokane Airport Board shall be provided for the benefit of Felts Field Municipal Airport. The i, dedication on the final binding site plan shall state: "This property is partially or totally effected by the Spokane County Airport Overlay Zone, as it is now or maybe hereafter amended." The standards for the Airport Overlay Zone shall be complied with upon the development of the site. Applicable Sections of the Airport Overlay Zone on the property includes the following: COUNTY DIVISION OF ENGINEERING AND ROADS CONDITIONS , 1. The applicant sha11 comply with the conditions of approval for Spokane County Zone Change ZE-41-94. 2. Condidonal approval of the Binding Site Plan (BSP) by the County Engineer is given subject to dedication of right-of-way and approval of the road system as indicated in the preliminary Binding Site Plan of record ~ 3. Plans, profiles and cross-sections designed to County standards, showing proposed street centerline and curb grades, shall be submitted to the County Engineer for approval prior to construction and/or the filing of the final BSP. Road plans shall be prepared under the direction of a licensed Professional Civil Engineer. 1 4. I?rainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval prior to construction andlor the filing of the ~ final BSP. Drainage plans shall be prepared under the direction of a licensed Professional Civil Engineer. 5. All construcrion within the existing or proposed public right-of-way is to be completed prior to filing the final B SP or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans and monumenting the street centerlines shall be filed with the County Engineer. FIIVDINCi~ AND DEC:ISIUN BSP-39-95 Page 3 . • - - ,c . 6. Appropriate provision shall be made that the following-described properry be held in trust until the continuation of the streets are dedicated or deeded: a 1 foot strip at the ends or edges of all streets that terminate or border the boundary of the BSP. (Temporary cul-de- sacs are required when streets terminate at the boundary of the binding site plan.) 7. tatement shall be placed in language of the BSP that no direct access be allowed from ~ s to Sullivan Road without specific authorization of the County Engineer. Access to llivan Road shall be restricted to the existing private road access and 1 new private road ccess. 8. ifrequired atement shall be placed in the language of the BSP providing for future slope easements by Spokane County along Sullivan Road. 9. Existing county roads providing direct access to the BSP shall be paved and/or curbed to Spokane County standards. 10. All public roads within the BSP shall be designed and constructed to Spokane County Standards. 11. ~ The proposed private roads as shown on the preliminary BSP serving 11 lots with extension to serve 8 or less lots is not approved by the County Engineer. The appliGant shall apply for a design deviation for the private road radius near the south property boundary, without this approval the site plan shall be redesigned. 12. All vested owners shall sign and record private mad documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the language of the BSP. 13. The following statement shall be placed in the dedication of the final BSP document: ARNING: Spokane County has no responsibility to build, improve, maintain or ~erwise service the private roads contained within or providing service to the property ~ escribed in this binding site plan. By accepting this binding site plan or subsequently by owin g a buildin g permit, change of use pernut or certificate of occu panc y to be issued on perty on a private road, Spokane County assumes no obligation for said private road, d the owners hereby aclnowledge that the County has no obligation of any kind or ature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain {r provide drainage or snow removal on a private road. This requirement is and shall run ith the land and shall be binding upon the owner(s), their heirs, successors or assigns, cluding the obligation to participate in the maintenance of the private road as provided erein." 14. The proposed BSP shall be improved to the standazds set forth in Spokane County Board of Commissioners Resolurion No. 80-1592, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 5. The following statement shall be placed in the dedication of the final BSP: "The privaxe road as shown hereon is an easement which provides a means of ingress and egress for those lots within the BSP having frontage thereon." 16. Prior to issuance of a building permit or at the request of the County Engineer in conjunction with a County Road Project/Road Improvement District, whichever action come first: The applicant shall dedicate, 6 feet or an amount equal to 56 feet from the centerline on Sullivan Road for right of way and slope easements as necessary. 17. The County Engineer has designated a Special Roadway Section for the unprovement of Sullivan Road, which is adjacent to the proposed development. This will require the addition of varying amounts of asphalt along the frontage of the development. 18. The applicant shall deed to Spokane County right of way to equa156 feet from centerline on Sullivan Road and shall construct an additional traff'ic lane along Sullivan Road from Euclid Avenue northward to the proposed north property boundary with appropriate taper. Phasing of the construction shall be based on impact from the development to Sullivan Road. 19 A minimum 20 foot wide easement shall be provided along the east side of Sullivan Road. The purpose of the easement is to accommodate pathways, landscaping and drainage from roadways. FINDINCJ~ AND DECISION BSP-39-95 Page 4 / \1 ` \ I` 1 \ C ~ ~ ✓ 0. A pathway accessible to the public shall be constructed along Sullivan Road. The pathway is to be located with the common pathway, drainage and landscape easement area. Spokane County shall be granted the right to enter the easement for the purpose of drywell and sign maintenance. Maintenance of pathways, drainage swales and landscaping areas shall be the responsibiliry of the applicant. 21. The applicant shall at time of each building permit application provide a traffic analysis that reviews the impact of the proposal to the north ramps of Sullivan Road and Trent Road. If signal warrants are met the applicant shall be responsible for the design, purchase and installation of equipment and construction of the signal prior to issuance of the building pemut. At the option of the Washington State Department of Transportation (WSD01) adequate security may be provided in lieu of actual construction. 22. The applicant shall construct a right turn lane on east bound off ramp at Trent and Sullivan Road. This tum lane shall be constructed to WSDOT standards. . COUNTY DIVISION OF UTILITIES CONDITIONS 1. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 2. The following statement shall be placed in the binding site plan dedication: "The owner(s) or successor(s) in interest agree to authorize the County to place their ame(s) on a perition for the formation of ULID by petition method pursuant to RCW ; 6.94, which petition includes the owner(s)' property; and further not to object by the igning of a protest getition against the formation of a ULID by resolution method pursuant .110 RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this ondition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property, as a result of improvements called for in conjunction with the ~ormation of a ULID by either petition or resolution under RCW Chapter 36.94." 3. A wet (live) sewer connection to the existing area vvide Pubhc Sewer System is to be constructed. Sewer connection permit is required. 4. Amangements for payments of additional sewer charges must be made for prior to issuance of sewer connection. COUNTY DIVISION OF BUILDINGS CONDITIONS 1. The applicant shall contact the Division of Buildings at the earliest possible stage in order to be informed of code requirements administered/enforced as authorized by the State Building Code Act. Desigra/development concerns include: ADDRESSING, FIRE APPARATUS ACCESS ROADS; FIRE HYDR.ANT/FLOW; APPROVED WATER SYSTEMS; BUILDING ACCESSIBILTTY; CONSTRUCTION TYPE; OCCUPANCY CLASSIFICATION; EXITING; F;XTERIOR WALL PROTECTION; AND ENERGY CODE REGULATTONS. (Note: The Division of Buildings reserves the right to confirm the actual address at the rime of building permit) COUNTY HEALTH DISTRICT CONDITIONS 1. The final Binding Site Plan (BSP) shall be designed as indicated on the preliminary Binding Site Plan of record and/or any attached sheets as noted. 2. Appropriate utility easements shall be indicated on copies of the preliminary BSP of record for distribution by the Planning Division to the urility companies, Sgokane County Engineer and the Spokane County Health District. Written approval of the easements by the utility companies must be received prior to the submittal of the final plat. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 4. Water service shall be coordinated through the D'uector of Utiliries, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Health. FINDINCiS AND DE(:ISIUN BSP-39-95 Page 5 ' i .i . - - f- i ~ . ti 6. Prior to filing the final BSP, the sponsor shall demonstrate to the sarisfaction of the Spokane County Health District that an adequate and potable water supply is available to each lot of the BSP. 7. Prior to filing the final BSP, the sponsor shall present evidence that the BSP lies within the recorded service azea of the water system proposed to serve the BSP. 8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire • protection use shall be approved by the water purveyor. Said water plan must have been approved by the fire protection district and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of the final BSP, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. 9. The purveyor will also certify prior to filing the final BSP on a copy of said water plan that appropriate contractual airangements have been made with the BSP sponsor for construcrion of the water system, in accordance with the approved plan and time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the BSP. The contractual arrangements will include a provision holding Spokane County, Spokane County Health District and the purveyor harmless from claims by any tract purchaser refused a building pernut due to failure of the BSP sponsar to satisfactorily complete the approved water system. 10. A public sewer system will be made available for the BSP, and individual service will be provided to each lot prior to sale. Use of individual on-site sewage d.isposal systems shall not be authorized. 11. statement shall be placed in the dedication to the effect tha~ "A public sewer system will ade available for the Binding Site Plan, and individual service will be provided to each prior to sa1e. Use of individual on-site sewage disposal systems shall not be ~ ~ thorized.,, 12. le ded icatory language on the final BSP shall state: "Use of private wells and water ems is prohibited." 13. ~ e~final BSP dedication shall contain the following statement: "The public water system, ~ ant to the Water Plan approved by County and State health authorities, the local fire . otection district, water purveyor and County Division of Buildings, shall be installed ithin this Binding Site Plan, and the applicant shall provide for individual domestic water 'rvlce as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building pemut for each lot." WASHINGTON STATE DEPARTMENT OF TRANSPORTATION CONDITIONS 1. The applicantlowner shall engineer and construct a signal system at the Trent Road (State Route-290)/Sullivan Road north ramp terminals when deemed necessary by the Washington State Department of Transportation (WSDOT) and/or Spokane County Engineers. The cost of construcrion of this signal system to be borne by the applicant sha11 consist of the design, the signal equipment and related fixtures, and the installation costs, or the applicant may provide WSDOT the funds necessary for the system, The signal . system will need to conform to the applicable WSDOT design standards. 2. The applicant/owner shall engineer and construct a right turn lane on the eastbound off ramp at the ramp terminals. This right turn lane shall be constructed to the applicable WSDOT standards for right turn lanes and be constructed with sufficient length that its use . will not be inhibited by the projected left turn queue at the ramp terminals. 3. Prior to the release of any building permits for this property, the applicant shall prepare a traff'ic analysis for the SR-290 (Trent Road)/Sullivan Road ramp terminals. If the proposed development unpacts the ramp terminals and it is found that the level of service (LOS) at these ramp terminals falls below "E" for the ramps or "D" for mainline Sullivan, the improvements listed above will need to be installed at that time, provided signal warrants are met. Prior to the installation of these improvements, a developers agreement will need to be executed for work on WSDOT/Spokane County right of way. FINDINCiS AND DE(,'I8I0N BSP-39-95 Page 6 • ~ ~ - _ • t SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY CONDITIONS 1. All air pollution regulations must be met. 2. Air pollution regulations require that dust emissions during demolition, construction and excavation projects be controlled. This may require use of water sprays, tarps, sprinklers or suspension of activity during certain weather cond.itions. Haul roads should be tneated, and emissions from the transfer of earthen material must be controlled, as well as emissions ' from all other construction-related activities. 3. The Spokane County Air Pollution Control Authority (SCAPCA) strongly recommends that all traveled surfaces (i.e., ingress, egress, parking areas, access roads) be paved and kept clean to minimize dust emissions. 4. Measures must be ta.ken to avoid the deposition of dirt and mud from unpaved surfaces • onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken irnmediately to clean these surfaces. 5. SCAPCA Regulation I, Article V, r+equires that a Notice of Construction and Application for Approval be submitted to and approved by our Agency prior to the construction, installation or establishment of air gollution source. This includes any fuel fired equipment rated at greater than 400,0(}0 BTLT/hour (boilers, hot water heaters, ovens, etc.). It also includes paint booths, dry cleaners, and other sources of air contauninants. 6. Debris generated as a result of this project must be disposed of by means other than burning (i.e., construction waste, etc.). Approved on day of May, 1995. O TZ~DD anner II C4MOUnder State Law and County Ordinance, you have the right to appeal this decision to the Spokane Counry Hearing Exa.miner Committee. If you desire to file an appeal, you must submit the appropriate Appeal Application together with the required Fee, payable to the Spokane County Planning Division, vcrithin ten (10) calendar days from the date this decision is signed. Upon , receipt of a complete appeal applicarion, a public hearing will be scheduled. If you have any questions, please call the Planning Division at 456-2205. c: County Division of Engineering and Roads County Division of Urilities County Health District County Division of Buildings Spokane County Air Pollurion Control Authority Washington State Deparnnent of Transportation Fire Protection District No. 1 Frank Ide, Taylor Eng. 106 W Mission, Ste 206 Spokane Wa 99201 Scott Brown, Pentzer Development, 3808 N. Sullivan Rd, Bldg N-15, Spokane Wa 99216 FINDING$ AND DE(:ISIUN BSP-39-95 Page 7 ~ TAYLOR ENGINCCRING, INC. FoR 98-574/1151 106 W. MISSION SPOKANE, WASHINGTON 99101 3209 (509)32 • 71 PAY , iHE Sum ' ` 10 Q ~dt~' o c, S AMOUNT OP DOLLARS] CHQCK DATE ~ TO THE ORDER OF CHECK AMOUNT NUMBER 3zcq $ c9 TAYLOR ENGINEERING, INC. ,~s~- 3 9 , FARMERS & MERCHANTS BANK ~ P.O. BOX 14588 SPOKANE, WA 99214 6Ll~~t. „ , , , .a"~,:•i, "'~-;rr--,r.r~.-r• ,T•-T=~r;-~,;,.'„--.,r. . „ . _ , , . 11000320911' 1:1 25105?4LI: 100221685Lii' uArE 9 ~ RECEIPT N995085o R ° RECEIVED FROM s ~ ` Add«55 /0 rn 4 ~ ~sir-.- s G~/~ ~9a~~1 DoL~,RS ~r~ ~ 10 , ~ FQR N ~ N ACCOUN7 ~ WOW PAID u (i[GINNING I ( ICASH I I o AAI.ANCf ~ AA1UUNf ChItCY, ~ I'AIU O WliwManes, 1989 DUE NCE I I pMONEY Rf CR fk . . ' 0 Y , za__ 07/24/97 12:93 d&5093288224 TAYLOR ENGINEER IA002 RECEIV ED JU L 7 4 19:~7 SppKANE COUNTY ENGINEER . c)mCF ar• Ttik Cot3NT1r F1vcirrF.F,a • A DtVZSION Of TtiL PUBLIC tiVORKS 0f.PwRTMEM' Ronald c. jiormanr, I'.E., Cnunty L-nginCCf DettW5 M. Scott, P.E., Directar AGREEMFNT TO pA,Y FEE5 ENGINEER'S AGREYMENT HUMRF,R 65P " 3,9 'rhis ag=eement bctwcui'SPokane Cvunty and CA OW ki =,S T RA C.-T C- . ~~sbny- . whosc intete.st iu uie ProJ'ecc is 0 1,6* o r, ~tc , c . is entered into this day of 19 ~ . This agrcemcnt is appticablc Lu the projcct ~ ~ known as: ~~WWA) A~!'Q r 1>/S~" rb ~l~,yi9/) . tcsS of (IT~7tmc K +uc nultl~ That the iticIividuals and parties nuncd hcrcin as havicig an incereSt in thc abave described psopcrty oc projcct agrec to the following: 1. Reimburse Spok~uie County for prujcct rcview and inspcction fccs as spccificd in Chaptec 9.14 ur the Spokane Counry Cade. The fccs will bc bzscd on acLual saiary cnct6 incurtcd by -Spokane County for pcojeci rcviews and I or inspectioru plus a ten percent utministrative chargc, and will be billcd nlotltlily a5 accrued. Any billing amaunts due, inciuding any expenses incurted i:t the coticciion of an ovcrduc accounc, must be paid prior to tl:e Couruy'4 acxcptante of the piojcct for Fling. If a prujcct is aPprovcd and/or filed wiih a baIaacc still owing, the ungaid balasice shall be p:tid within 30 days of the invoicr- date. 2. The undct9irricel agree.g Uz:lt tlitse tcct ate dUe artd payabie upon rteCipi of the hi11ing a5 spcciCicd above. - 3_ Any invoices not paid within 30 days vf the invoice datc will be considcrcd dclinqucnt. If any out9tanding bale.ncc on the eccttiunt for this projec[ is nvt paid within 30 t1ay5 of the invoicc datC, no furtlier reviewc af (hc pzojcci documenEs will bc coiiduccecl until the entire aceoi:nt baiance is paid. Any balancc on tile account fcir this projeet not paid within 65 days of the i>>voice date niay resutt iii legal action or the initiation of olher collection procedures, ilicluding rcfecrai to a coliection ageney. The Spoiisor will be liable for aiiy and aI; cxpcnses incurred by the County for thc wllection oC overduc aCCOlliit5. d. The monthly billing 9hould be scnt to the attention af: ' NAMF: CROCU / ~ J)(:5S ~~v L t C vxEss. . , '3006 ~ ~ ~ .c~ at~,t CITY, STATE: q_1 ~ ' 71P CODE: PHONE se qp~. q /70?,0 . I understand- that faiturc to pay thesc Cres may result in deiay in cotrtpletion or approvai of Lhe projeu or o[hcr posclble 6anctions. ❑ IF ft fec agreuncnt is compltted by sotneone other chan the .SI1onsor (i.c., the project owucr or a principat in the firm sponsorin the proj~c:t), such as the Engincer dcsigning the project, thcn wlittert authoriratio r m c nsor spcc~tally autliotizi»s thc Agent to ~ccrute this Fee A~-eemc ' a a e thJs ree 11grectttcnt. SIGI`IATURE By: ~ . G?0wio U&77-- c.-v~cx L 41/ (PItINT NAME) RETURN YELi►Ow To 4POKANE COuNTY 4Ng=ERS ky0w6ma=n.fzc 2/v95 I026 yV. iirnadwav Ave. Snokanc. WA 9976{1•nZ 7c1 • f GA01 A <1 wfU~ •-•.M . . i, ' a ~ TAYLOR ENGINEERING, INC. FOR 98-574/1251 / 106 W. MISSION Q SPOKANE, WASHINGTON 99201 320v (509)32 THE 71 S UMPAY I 0 0 DOL5 0 Q CP5 AMOUNT DOLLARS! OF CHECK DATE I TO THE ORDER OF ~ CHECK AMOUNT I NUMBER 4-4~-ca - 3zo- q $ TAYLOR ENGINEERING, INC. FARMERS & MERCHANTS BANK ~i~~'i~ i~i"iGG~i'c✓~'~'" ~ P.O. BOX 14588 SPOKANE, WA 99214 . . . _ . ~ . ~ . . 1 •i•i~ . . . . . . , , , • jTR'T"~'4.^••"~ 11200 3 20 911' L 2 5 LO 5 7 4 P: L00 2 2 168 5 Lii• , , , . , . , . N : tJ M B E R ~ DATF f [ - .9_7 RECE I PT 995050 w _ RECEIVED FROM 0 ,41 IVLL W Address q~~Q/DOLLARS ~ / i FOR . * 4p / z i ~ ACCOUNT ~ FIOW PAID ~ N BEGINNING CASN ~ BALANCE ~ AMDOUN7 CHECK ~ ~ BALANCE MONEY 3 o wvwJwm lwg nUE ~ I ORDER BY i ~ , . . . _ c ~ AWA ~ TAYLOR ENGINECRING, INC. FOR 98•574l1251 ' ' 106 W. MISSION SPOKANE, WASHINGTON 99201 3209 (509)32 - 71 ~ . PAY AHE S umi oa 0 0 c~s AMOUNT oR DOLLARS) CHKCK DATE ~ TO THE ORDER OF y CHECK AMOUNT NUMBER ki~ 3Zul $ TAYLOR ENGINEERING, INC, 3 ~ FARMERS & MERCHAN7S BANK P.O. BOX 14588 SPOKANE, WA 99114 ~,y . , „ . .._....Y_.. . . ,~i~;, , T~r-~-mr-n.: .^--r, , . . ~ •z^a~--~r;-:r, , ~ . , . . . , . 1190032091I' 1:125L057411: -100221685LII' DATE 97 RECEIPT N 9950B50 R , ° RECEIVED FROM ~f}'b L( I/l ~NS I/V 7~-I e ~ A ddress /c)In Q~/ kqA- " DOIIAR$ z ~ N fOR $ HOW PAID d ll[GINNING ~5M c BAUNCE ~ I.• I:T,m......_I.,..~,.. I 2 t ; , , • ;L j(1 i + 'IlAln"'Pf { ~ vr~. ~ ,.ye».., l~,1~yYil^1 r~~;Y ~\~~l'`~ 1 ~ ~ ~ ,v \ ~e._... ~ ~ I~VII) - • n ,io(nr~.~ a BOND ESTIMATE r PROJECT BSP-39 Crawn West Reafty, Su!livan Road Im NAME Ooug Busko DATE 03-Sep-97 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell- Type A . EA 1350.00 0.00 2) Drywe11- Type B EA 2.00 1700.00 3400.00 3) Grate - Type 1 EA 4.00 320.00 1280.00 4) Grate Type 2 . EA 2.00 345.00 690.00 5) Grate • Type 4 EA 300•00 0•00 6) Backfill For DW CY 60.00 17.25 1035.00 7) Concrete Inlet EA V 3.00 500.00 2400.00 , 8) C.M. Pipe 1(" Dia. LF 100.00 24.00 2400.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 29.00 0.00 11) C.M. Pipe 18" Dia. LF 30.00 0.00 12) Precast Manhole EA 1500•00 0•00 13) Solid lid EA 2.00 325.00 650.00 14) Ditch Excavation CY 10.00 0.00 15) Sod S F 0.70 0.00 NON STANDARD DRAINAGE ITEMS 1) Wilbert Vauft Curb Inlet EA 250.00 0.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 g) 0.00 DRAINAGE SUBTOTAL 11855.00 16) Monuments EA 185.00 0.00 17) Barricade LF 35.00 0.00 18) Street Signs EA 90.00 0.00 OTHER SUBTOTAL 0.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 899.00 10.00 8990.00 20) Top Course CY 514.00 15.50 7967.00 21) Base Course CY 15.50 0.00 ZZ) Asphatt Concrete Tons 790.00 46.00 36340.00 23) Curb Type A LF 7.50 0.00 24) Curb Type B LF 1160.00 8.50 9860.00 Zs> curb Type R LF 8.50 0.00 26) Sidewalk SQ YD 17.50 0.00 NON-STANDARD ROAD ITEMS 1) Concrete Median Extension LS 1.00 2000.00 2000.00 2) Asphalt Pathway SCl YD 641.00 15.00 9615.00 3) Legends/Striping LS 1.00 1000.00 1000.00 4) 0.00 GRADING AND SURFACING 75772.00 COPISTRUCTION TOTAL $ 87,627.00 g , ~ pages Post-ir Fax Note 7671 Datv 9 #°f ► Z T //i+~/Z~ ~<•T'~_ Fro~~ ~,..a Co. ~C.st-~~ ~ • Phone # Phone # Fax $1, Fax # SZA , ~ . I 37 . . Thomas, Dean & Hoskins, Inc. , Eagineering Consultaou • t>r,~,,. RECEIVED J ~q98 LETTER OF TRANSMITTAL SPOKANE COUNTY ENGINEER TO: ~ ?2 DATE: -,Z 7 C'.o UZ t KW t ' JoB: , Cav*-'r - ~ul i ~44*v ?j ~ We are sending you [ J Attached Under separate cover via the following items [ ] Shop Drawincrs [ ] Disks [ ] Plans [ ] Samples Copy of Letter Change Order j] Specifications COPLES DATE DESCRIPTION ~ Dr(jiA&. "L4ar' 4~ %u, f o~ -M~~.r~ ` - ~ ~J ar! ~Q,~, . Z Xe- ra x ca - p 5 These are transmitted as checked below: For approval [ J No eYCeption taken Resubmit copies for approval For your use Make corrections noted [ J Submit copies for distribution As requested For review and comment Return corrected prints For Bids Due , 19 Prints Returned After Loan To Us REVIARKS : ~ cc: 7' 7 7 THO S, DEAi~i & H KINS, INC. Si~..~~ned: ~ M f ~ 303 Fnst Secund At-encre • Spvkcuie, bVA 99209 •(509) 622-2883 • F,4X (509) 622-2889 STREET QUANTITIES PROJECT NO.- BSP 39 DESIGNER- DWB DATE- 9/ 3/97 . PROJECT DESCRIPTION- CROWN WEST REALTY - SULLIVAN ROAD IMPROVEMENTS STREET # 1 NAME- SULLIVAN LENGTH- 962.00 FT. WIDTH- 20.00 FT. BEGINNING STATION = 973.00 ENDING STATION = 1935.00 ONE SIDE ONLY PWIDTH= 40.00 EWIDTH= 20.00 QWIDTH= 0.00 TERM # 1: TAPER TAPER LENGTH = 107.00 TERM # 2: TAPER TAPER LENGTH = 50.00 ITEM MEASUREMENT QUANTITY SURFACE AREA- 20810.00 S.F. ROADWAY EXCAVATION 1.17 FT. 899.2 C.Y. CRUSHED SURFACING TOP COURSE 0.67 FT. 513.8 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.50 FT. 790.0 TONS CURB TYPE B EXISTING 0.00 FT. PROPOSED 962.0 FT. SIDEWALK EXISTING 0.00 S.Y. PROPOSED 641.3 S.Y. TOTALS ROADWAY EXCAVATION 899.2 C.Y. CRUSHED SURFACING TOP COURSE 513.8 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.Y. ASPHALT CONCRETE 790.0 TONS CURB TYPE B 962.0 FT. SiDEWALK 641.3 S.Y. ~ I'L T AlYIE Nn t . _ - - . STATISTICS DA'tT ~ , _ . . , _ . .Y...~_ _ _ - I Plat Check Fee ~ / 0 f- 9 f2.e / OZJ ~ v 1 1-1 Numlaer of Lots Q~ ~ Road Miles (New) Total Area, . ~ , . , , • . ~ ~ . , . ' . - - . . . , . , ~ . . . . . . . _ . . _ . ~ _ . . . . . . _ : - . „ . - North Ar.row ff~ Scale ~ Legend . ~ ~ Procedures & Equipment Basis.of Bearings • ~ ~p~~~22l1~~--~. Plat Location By Title ~ :1 Official Signature Blocks Surveyors Certificate ~ ~ I , Road Names 1,Fz, +A Road Widths ~ • ~ I ~ Adjacent Area ~ Lot & Block Numbers o~ ' I R/W Dedication designated 1 Faot Strips - 3 RPS on GLO Corners . Tract X Lot Areas ~ , Bencli Mark . ~ C[osure . . ~ . . . - . . . , . ~ . . ~ . llEDICATION ' . . . - Description (To Map) DescriQtion (To Cert) Owners Certificate to Plat ~ - ~ "6-'~ ~ j 1 Foot StriPs R1D - CPR Statement Access Prohibited R!W Dedication ~ Drainage Language , • , ~ . • ~ ' - ~ ~ ~ Drainage ~Covenant M Flood Insurajice 208 Bonds -$1,000.00 ea 208 PLANS APPROVED Private Road Doc, ft's Private Road Warning . ~ . . . ~ . ~ _ . , „ , . - . . . . . . Road P1ans ~ . ~ Road Bond Improvement ' Road Bond Inspection rti . , ~ . Siined I3y Engineer 9 f - ~ _ --~r--.----.~-- ~ - - ~ ' y J ~ --P -.~.e~r~.~ --Q .1 _ . ~ . " - - ►a-~ ~ ~ , - ~ - - . . . _ - . . . . _ . ~ , . . . x - - - . . . . . - ~ - .dVAp I at I i st. ck9%9 5~ • it . 1) TO: RANDALL EICHNER, TAYLOR ENGINEERING FROM: SPOKANE COUNTY ENGINEERS, DEVELOPMENT SERVICES DATE: AUGUST 26, 1997 RE: BORDER EASEMENT LANGUAGE FOR 20' EASEMENT ON SULLIVAN, BINDING SITE PLAN 39 The Border Easement as shown hereon is hereby granted to Spokane County and its authorized agents, and to the Public for Road purposes, including but not limited to curbs, sidewalks, signage, and other usage deemed necessary by the Spokane County Division of Engineering for the safety and welfare of the Public. No fence or portion thereof will be constructed within said Easement without permission of the Spokane County Division of Engineering, nor will any objects be placed in said Easement that would obstruct the sight distance necessary for safe and efficient vehicular movement. Any other Easements granted or dedicated within this Border Easement area will be subordinate to the rights created by this Easement and are subject to Spokane County Division of Engineering permit process prior to usage. The Grantor(s) agrees to and shall install privately owned drainage facilities and sidewalk in the above described property according to the approved plans on file with the Spokane County Division of Engineering; the Grantor(s) or their successors in interest agree to and shall maintain in good repair the sidewalks, driveways and landscaping to be installed in such property, and when so doing shall not be considered agents of Spokane County. The Easement and the agreements and duties provided for herein shall run with the land and shall be binding on, and shall inure to the benefit of the parties referenced herein, their heirs, successors and assigns. ~ ~ TO: RANDALL EICHNM TAYLOR ENGI1V~ERING F'RQM: SPOKANE COUNTY ENGTNEER, DEVELOP11+iENT SERVICES DAM: AUGUST 25, 1997 DRAIlNAGE L4I~GUAGE FOR BSP 39, CRQWN WEST 1tEALTY 1'he property owners wi#.hin this plat shali be held respansible for keeping open and mainta.ining the surface path of natural or rrran-made drainage flow aver and across their respective propertues. If the property owners fail to maintain the surface path of natural or ma,n-made drainage flow, or drai.nage fa.cilities on private progerties, a notiw vf such failure may be given to the properiy owner. If nnt corrected vcitiin the period indicated an said notice, Spokane CourYty has the right to cvrrect the maintenance failure, or have it carrected, at the expense af #.he property 4wner. Spolane County does not accept the responsibility of rnaintaining the drainage course on private tracts or floodpla'm areass vsrith.in private tracts, nor the responsibi.lity for auy damage vvha.tsoever, including, but not litnited to, inverse candeffmation to any properties due tQ deficient construction andlor maintenance of drainage courses iu drainage eascrrtents on private property. Any buildAng that is constructed on a tract in BSP 39 shall be set at such an elevation so as to gravide positive drainage away from any drainage entry point to the building (including but not limi#ed to a window well, a window unprotectod by awindow well, or a doanvay). 7'he tra.cts shall be graded so that either a} all runoff is routed away frorn the building, and conveyed over the tract to a natural drainage swale or approved drainage facility, ar b) d.rainage intercep#od on the tract is disposed of on the tract in an approved drainage facility. A11 drainage facilities for BSP 39, including any `208' swales, shall be constructed in accordance with the approved plans on file at the Spakane Coun#y Enocer's Office. Any proposed changes to the approved ruad and drainage plans must be approved by the Spokane County Engineer's O#fice prior to canstmc#ian Qf said changes. This cvvenant and agreement shall run with the land in perpetuity, and shall 1e binding upan the avvner, their heirs, succ,essars and assigns, including the vbligation to participate in the maintenance of the drainage fa,cilities as prvvided herein. The property owners within BSP 39 sh,all rr►aintain aU water quality svwales ("208" swales) and drainage ditches situated on their respective praperties, and any portion af a`20S' swale situated in a public right- of-way adja.cent to their respective properties, wit'h a permanent ground cover as specified in the currently apprnved and accepted ptans an fi1e at Spakane County's Engineer's O#.fice. No structures, includixXg fences, shall be constructed directly vver ar within a`208'swale withaut the expressed wntten ccsnsent af the 5pakane County Eng'meer. Spok.ane Caunty does not accept t,he respan,sibility to inspect andlor tnaintain the drainage easemerrts or drainage swales, nnr dms Spokane County accept any liability for any failure by the tract oumer{s} to praperly maintaiti such areas. FROM ANGLE DIST NOR7N EAST TO BSP39 RLAT BOUNDRY 8--4-97 D. H. AUTO INVERSE STA RT 1000.00000 1000.00000 1 1 I NV N 0 35 56.0 W 1220.0000 2219. 93335 987. 24808 2 2 I NV S 89 49 36.0 E 77E. 0000 2217. 58577 1763. 24453 3 3 I NV S 0 03 31.0 W 1219. 8900 997. 69641 1761.99664 4 4 I NIV N 89 49 36.0 W 7E2. 0000 1000. 00164 1000.00012 5 LAT & DEP --0. 001 E4 -Q►. 00012 5 HCLOSE S 4 16 00.2 W 0.0016 1000. 00@00 100@. 00000 1 PREC = 1 TO 2420060 Area = 938093. 61 sq ft 21.53567 ac FROM ANGLE DIST NORTH EAST TO LOT SIDELINES AUTO INVERSE START 2217. 58577 1763. 24453 3 3 INV S 0 03 31.0 W 1219.8900 997.69641 1761.99664 4 4 INV N 89 49 36.0 W 75E.0000 999.98349 1006.00009 6 6 I NV hl 0 35 56.0 W 1220. 0000 2219. 91684 993. 24818 7 7 INV S 89 49 36.0 E 770. 0@00 2217. 58741 17E3. 244E►5 8 LAT & DEP -0. @01 E 4 -0. 00012 8 HCLOSE S 4 16 00.2 W 0.0016 2217. 58577 1763.24453 3 PREC = 1 TO 2412759 Area = 930775.38 sq ft 21.3E76E ac r .i - r . , f . ' S P O1< A 1-4 E ~C O U 1-4 T Y DIVISION OF ENGINEERING AND ROADS - A DMSION OF THE PUBLIC WORKS DEPARTMENT March 5, 2003 Bank of America 601 W. Riverside Ave Spokane, WA 99201 RE: Letter of Credit (Seafirst Bank) Spokane Business and Industria.l (BSP 39) - Dear Sir or Madam: Piease be advised that the Letter of Credit issued September 18, 1997 by Seafirst Bank as surety to Crown West Realty, LLC. for installations of road inaprovements to the above mentioned project in the remaining current amount of $9,000.00 may now be released in full effective immediately. The project road improvements have been completed. This final release should close out tb.e above referenced letter of credit. If you have any questions, please call me at (509) 477-3600. Sincerely, ~ John Hohman, PE Development Services Engineer/Manager cc: File 1026 W. Broadway Ave. • Spokane, WA 99260-0170 ~(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133 t . 1 . ~ OFFICE OF THE COUNTY ENGINEER SPORANE COUNTY, WASHINGTON TO: CHAD COLES , FROM: DAVE BERTO DATE: September 22, 1997 SUBJECT: BOND ITEMS BSP 39-95 The bond for the above mentioned project is for the following items: 1) All the items on the approved road and drainage plans. , - ~ t 7 ' S P O K A N E ,~r C O U N T Y DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director November 4, 1998 Seafirst Bank West 601 Riverside Avenue Floor S Spokane, WA. 99201 RE: BSP 39 Crown West Realty, L.L.C. Dear Sir or i-ladam: Pleas2 be advised thGt the Mortgage P.ssignment issued by your company as surety for installations of roads and associatea drainage faci?iLies for the above mentioned plat, dated September 18, 1997 in the current ainount of $14,900.00 may now be reduced to $9,000.00 (nine thousGnd U.S. dollars). If you have any questions, feel free to call our office Very truly yours, Eill Johns, P.E. Seokane County Engi.neer ~ . • ~ ~ `t ~ . David A. Berto ~ Plat Comp?iance Surveyor 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 45G-3600 FAX: (549) 324-3478 TDD: (509) 324-3166 2nd BOIVD REDUCTION PROiECT BSP-39 Crown West Realty, Sullivan Road Imp. NAME Doug Busko DATE 04-Nov-98 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA 1350.00 0.00 2) Drywell - Type B EA 1700.00 0.00 3) Grate - Type 1 EA 320.00 0.00 4) Grate Type 2 EA 345.00 0.00 5) Grate - Type 4 EA 300.00 0.00 6) Backfill For DW CY 17.25 0.00 7) Concrete Inlet EA 800.00 0.00 81 C.M. Pipe 10" Dia. LF 24.00 0.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 29.00 0.00 11) C.M. Pipe 18" Dia. LF 30.00 0.00 12) Precast Manhole EA 1500.00 0.00 13) Solid lid EA 325.00 0.00 14) Ditch Excavation CY 10.00 0.00 151 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 6) 0.00 DRAINAGE SUBTOTAL 0.00 16) Monuments EA 185.00 0.00 17) Barricade LF 35.00 0.00 18) Street Signs EA 90.00 0.00 OTHER SUBTOTAL 0.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 10.00 0.00 20) Top Course @ 5% CY 25.70 15.50 398.35 21) Base Course CY 15.50 0.00 22) Asphalt Concrete @ 5% Tons 39.50 46.00 1817.00 23) Curb Type A LF 7.50 0.00 24) Curb Type B@ 10% LF 116.00 8.50 986.00 25) Curb Type R LF 8.50 0.00 26) Sidewalk SQ YD 17.50 0.00 NON-STANDARD ROAD ITEMS 1) Concrete Median Extension @ 0% LS 1.00 0.00 0.00 2) Asphalt Pathway @ 100% @ 60% SQ YD 384.60 15.00 5769.00 3) Legends/Striping LS 1000.00 0.00 4) 0.00 GRADING AND SURFACING 8970.35 USE $9,000.00 CONSTRUCTION TOTAL $ 8,970.35 ` OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Dote `571 19.~cs Inter-office Communication From subjec: ~v rl~ ! ~ s:~ 1 'J~ ~ i ~ . 44,~s~ 1., / l Form 327-C R. F---~ 1 Sv ✓ YND REDUCTION ; j PROJECT BSP-39 Crown West Realty, Sullivan Road Im NAME Doug Busko DATE 07-Nov-97 'v DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA 1350.00 0.00 2) Drywell - Type B •EA 1700.00 0.00 3) Grate - Type 1 EA 320.00 0.00 4) Grate Type 2 EA 345.00 0.00 5) Grate - Type 4. EA ' 300.00 0.00 6) Backfill For DW CY 17.25 0.00 77 Concrete Inlet EA 800.00 0.00 8) C.M. Pipe 10" Dia. LF 24.00 0.00 9) C.M. Pipe 12"' Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 29.00 0.00 11) C.M. Pipe 18" Dia. LF 30.00 0.00 12) Precast Manhole EA 1500.00 0.00 13) Solid lid EA 325.00 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 6) 0.00 DRAINAGE SUBTOTAL 0.00 16) Monuments EA 185.00 0.00 17) Barricade LF 35.00 0.00 18) Street Signs EA 90.00 ' 0.00 OTHER SUBTOTAL 0.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 10.00 0.00 20) Top Course @ 5°k CY 25.70 15.50 398.35 21) Base Course CY 15.50 0.00 22) Asphaft Concrete @ 5% Tons 39.50 46.00 1817.00 23) Curb Type A LF 7.50 0.00 24) Curb Type B@ 10°k LF 116.00 8.50 986.00 25) Curb Type R LF 8.50 0.00 26) Sidewalk SQ YD 17.50 0.00 NON-STANDARD ROAD ITEMS 1) Concrete Median Extension @ 100% LS 1.00 2000.00 2000.00 2) Asphalt Pathway @ 100% SQ YD 641.00 15.00 9615.00 3) Legends/Striping LS 1000.00 0.00 4) 0.00 GRADING AND SURFACING 14816.35 ~.,J 51! o~i_ ~ CONSTRUCTION TOTAL $ 14,816.35 y- ~ i ' S Y> C) 1-C a rx 1F- : r C! n Ai -rv -r ~ DiVfSIQN OF ENGINEERIIVC; AND ROf4D5 • A DEVISIoN OF THE I'UBL4C V1fC]RICs DEPARTMENT Wi3liam A. )ohrts, P.E., Caunty Enginees Dennis M. Seattr P-E.r Directar NaveTnber 7, 1997 Seafirst Hank West 601 Rivers ide Avenue Floor S Spokane, WA, 99201 RE : .B5P 39 Crown West Realty, L.L.C. Dear Sir ar Madam: . Flease be advised that the Mortgage Assignment issuer3 by yaur comgany as surety far installations ❑f roads and associated drainage facilities for the above mentioned BSP, Septernber 18, 1997 in the eurrent amount of $87, 62? . 00 may now be reduces to $14,900.00 (fourteen thvusand and nine hundreti U. S. dollars). If yau have any questians, feel free to call our offsce Very truly yours, Bill Joh'ss, P.E. Spokane County En ineer ~ David A. Herto Plat Cgmgliance Surveyor 1t}Z6 W. Braadway Ave. ' Spok,ane, WA 99260-Q170 •(509) 45b-36(l0 FA?C: (509)324-3478 TDD-{5G9} 324-31b6 1 ST BOND REDUCTION • PROJECT BSP-39 Crown West Reaity, Sullivan Road Im NAME Doug Busko DATE 07-Nov-97 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA 1350.00 0.00 2) Drywell - Type B EA 1700.00 0.00 3) Grate - Type 1 EA 320.00 0.00 4) Grate Type 2 EA 345.00 0.00 _ 5) Grate - Type 4 EA 300.00 0.00 6) Backfill For DW CY 17.25 0.00 7) Concrete Inlet EA 800.00 0.00 8) C.M. Pipe 10" Dia. LF 24.00 0.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 29.00 0.00 11) C.M. Pipe 18" Dia. LF 30.00 0.00 12) Precast Manhole EA 1500.00 0.00 13) Solid lid EA 325.00 0.00 14) Ditch Excavation CY 10.00 0.00 15) Sod SF 0.70 0.00 NON STANDARO DRAINAGE ITEMS 1) Wilbert Vault Curb Inlet EA 250.00 0.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 6) • 0.00 DRAINAGE SUBTOTAL 0.00 16) Monuments EA 185.00 0.00 17) Barricade LF 35.00 0.00 18) Street Signs EA 90.00 0.00 OTHER SUBTOTAL 0.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 10.00 0.00 20) Top Course @ 5% CY 25.70 15.50 398.35 21) Base Course CY 15.50 0.00 22) Asphait Concrete @ 5°k Tons 39.50 46.00 1817.00 23) Curb Type A LF 7.50 0.00 24) Curb Type B@ 10% LF 116.00 8.50 986.00 25) Curb Type R LF 8.50 0.00 26) Sidewalk SO YD 17.50 0.00 NON-STANDARD ROAD ITEI'VIS 1) Concrete Median Extension @ 100% LS 1.00 2000.00 2000.00 2) Asphalt Pathway @ 100% SQ YD 641.00 15.00 9615.00 3) LegendsJStriping LS 1000.00 0.00 4) 0.00 GRADING AND SURFACING 14816.35 ~.15C ; ~~J y o~j- cru CONSTRUCTION TOTAL $ 14,816.35 ~ ~ . ~F I~E OENGI~EER 1000,4 = •.;,c ~ ~~U . SP ~ c. ~vDI ~ _ ♦ ~ t • ^'X f~ ~ ♦ • f • ~ f .~f~~ _ ' , . , L - SuB~ E~T _ J _ ; . . _ _ - ~ ~ , - - ` - , ` 'b . . . . ~ j ' i~,, ~ 1 80ND ESTIMATE Ct PROJECT BSP-39 Crown West Reatty, Sullivan Road im NAME Ooug Busko DATE 03-Sep-97 . • .r` DRAINAGE tTEMS )Qr6iWNRS QUANTITY PRICE COS ' 1) Drywe0 _ Type A EA 1350.00 0. . 2) Drywell - Type 8 EA 2.00 1700.00 34 .00 _ 3) Grate - Type 1 EA 4.00 320.00 12 .00 • 4) Grate Type 2 3446- EA 2.00 345.00 690.00 5) Grate - Type..4 EA 300.00 0.00 6) Backfiq For DW -T&4e-' CY 60.00 17.25 1035.00 7) Concrete lnlet EA 3.00 800.00 2400.00 8) C.M. Pipe 1(" Oia. LF 100.00 24.00 2400.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 150 Dia. LF 29.00 0.00 11) C.M. Pipe 18" Dia. LF 30.00 0.00 12) Precast Manhole EA 1500.00 0.00 13) Solid lid -td'a 'EA 2.00 325.00 650.00 14) Ditch Excavation CY 10.00 0.00 15) Sod SF 0.70 0.00 NON STANDARD ORAINAGE ITEMS 1). Wlbert Vauft Curb Inlet EA 250•00 0•00 2) 0.00 3) 0.00 4) 0.00 . 5) 0.00 6) 0.00 DRAJNAGE SUBTOTAL 11855.00 16) Monuments EA 185.00 0.00 • . 17) Barriqde LF 35.00 0.00 18) Street Signs EA 90.00 0.00 OTHER SUBTOTAL 0.00 . , . GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade a•~' ' CY 899.00 10.00 8990.00 20) Top Caurse CY 514.00 15.50 7967.00 . 21) Base Gourse CY _ 15.50 0.00 , 22) Asphaft Ca~ncrete .-Tons 790.00 46.00 36340.00 23) Curb Type A LF 7.50 0.00 24) Curb Type B~. LF • 1160.00 8.50 9860.00 25) Curb Type R LF 8.50 0.00 26) Sidewa(fc So YD 17.50 0.00 NON-STANDARD ROAD ITEMS 1) Conuete Median Extension l 002'o LS 1.00 2000.00 2000.00 2) Asphatt Pathway lOo~dSQ YD 641.00 15.00 9615.00 3) Legertds/Striping j04-- LS 1.00 1000.00 1000.00 4) 0.00 GRADING AND SURFACING 75772.00 ~ CONSTRUCTION TOTAL $ 87,627.00 s~►RSr . September 18, 1997 Doug Busko ' Spokane County Engineers North 811 Jefferson Spokane, WA 99260 RE: Developer: Crown West Realty, L.L.C. Binding Site Plan 39-95 and ZE 2-97 Dear Sir: Funds in the amount of $87,627.00 are being held in a special account in the name of Crown West Realty, L.L.C. for the purpose of assuring completion of widening and improvement of Sullivan Road from Kiernan Avenue southerly for approximately 1200 feet and the addition of a pedestrian pathway and other work in accordance with the drawings and specifications as submitted to and approved by the County of Spokane Engineer's Office on September 2, 1997. No funds will be disbursed from this account without the prior written authorization of the Spokane County Engineer. This set aside of funds will not - be revoked without the consent of the County Engineer. In the event that the completion and acceptance of the above-named improvements for maintenance by the County of Spokane are not accomplished within a period of one year from the date of ihis agreement, all funds remaining in the account will be forfeited to the County of Spokane upon written request by the Spokane County Engineer's Office to Bank of America National Trust and Savings Association doing business as Seafirst Bank. It is understood and agreed that upon forfeiture of the funds to the County of Spokane, that the County of Spokane will then undertake completion of the improvements to be accomplished within twelve (12) months from the date of the forfeiture of funds. It is further understood and agreed that in the event of any shortage of funds to complete improvements, the County of Spokane may have recourse against the developer named above. It is specifically understood and agreed by the parties, that in holding funds for this development, Seafirst Bank is not serving as guarantor for any additional costs incurred by the County of Spokane in the completion and acceptance of the above-named improvements. ACCEPTED AND APPROVED Thisday of S&;j-1~::_,1997. Crown est Realty, L.L.C. Bank of Amercia National Trust and ~ Savings Association dba Seafirst Bank BY: An6r-agg, BY: R e~t~ - _i;::~ Rob AssetG~% ger Robert? K. Stump, Vice Presid t OFFI F THE SPOXANE COUNTY ENGINEER .r • BY: Seafirst Bank West 601 Riverside Avenue, Floor 5/Spokane, Washington 99201 Telephone (509) 353-1093 .a r BOND /ST(IIAATE PROJECT BSP-39 Croown West Realty, Sullivan Road Im NAME Doug Busko DATE 03-Sep-97 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A . EA 1350.00 0.00 2) Drywell - Type B EA 2.00 1700.00 3400.00 3) Grate - Type 1 EA 4.00 320.00 1280.00 4) Grate Type 2 . EA 2.00 345.00 690.00 5) Grate - Type 4 EA 300•00 0•00 6) Backfiil For OW CY 60.00 17.25 1035.00 'n Concrete Inlet EA 3.00 800.00 2400.00 , 8) C.M. Pipe 1(Y" Dia. LF 100.00 24.00 2400.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 29.00 0.00 11) C.M. Pipe 18" Dia. LF 30.00 0.00 12) Precast Manhole EA 1500.00 0.00 13) Solid lid EA 2.00 325.00 650.00 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 11855.00 16) Monuments EA 185•00 0•00 17) Barricade LF 35.00 0.00 18) Street Signs EA 90.00 0•00 OTHER SUBTOTAL 0.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 899.00 10.00 8990.00 20) Top Course CY 514.00 15.50 7967.00 21) Base Course CY 15.50 0.00 22) Asphalt Concrete Tons 790.00 46.00 38340.00 23) Curb Type A LF 7.50 0.00 24) Curb Type B LF 1160.00 8.50 5860.00 25) Curb Type R LF 8.50 0.00 26) Sidewalk SQ YD 17.50 0.00 NON-STANDARD ROAD ITEMS 1) Concrete Median Extension LS 1.00 2000.00 2000.00 2) AsphaR Pathway SQ YD 641.00 15.00 9615.00 3) legends/Striping LS 1.00 1000.00 1000.00 4) 0.00 GRADING AND SURFACING 75772.00 CONSTRUCTION TOTAL $ 87,627.00 STREET QUANTITIES -PROJECT NO.- BSP 39 DESIGNER- DWB DATE- 9/ 3/97 PROJECT DESCRIPTION- CROWN WEST REALTY - SULLIVAN ROAD IMPROVEMENTS STREET # 1 NAME- SULLIVAN LENGTH- 962.00 FT. WIDTH- 20.00 FT. BEGINNING STATZON = 973.00 ENDING STATION = 1935.00 ONE SIDE ONLY PWIDTH= 40.00 EWIDTH= 20.00 QWIDTH= 0.00 . TERM # 1: TAPER TAPER LENGTH = 107.00 TERM # 2: TAPER TAPER LENGTH = 50.00 ITEM MEASUREMENT QUANTITY SURFACE AREA- 20810.00 S.F. ROADWAY EXCAVATION 1.17 FT. 899.2 C.Y. CRUSHED SURFACING TOP COURSE 0.67 FT. 513.8 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.50 FT. 790.0 TONS CURB TYPE B EXISTING 0.00 FT. PROPOSED 962.0 FT. SIDEWALK EXISTING 0.00 S.Y. PROPOSED 641.3 S.Y. TOTALS ROADWAY EXCAVATION 899.2 C.Y. CRUSHED SURFACING TOP COURSE 513.8 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.Y. ASPHALT CONCRETE 790.0 TONS CURB TYPE B 962.0 FT. SIDEWALK 641.3 S.Y. ~ANSNATION TITLE INSL7RANCE COMPANY NORTH 7 2 O ARGONNE SPOKANE, WASHINGTON 99212 .r1GINEERING Order No.: TH208573 riALLIE j6 MISSION RECEIVED SP01.{ANE C4UNTY SECOND REPORT P L A T C E R T I F I C A T E S[Q 19 W Da t ed Augus t 28, 1997 at 8: 0 0 a. m. :)WISIpN' GF,501 D;NG AND PLfiNNINC Certificate for filing Plat of : SPOKANE BUSINESS A1VD INDUSTRIAL PARK BSP 39-95 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of Spokane County Auditor's and Clerk's offices, and the records of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basi-s for closing any transaction. Liability is limited to the amount, if any, paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to-wit: That portion of the Southwest quarter of Section 1, Township 25 North, Range 44 East, W.M., morz particularly described as follows: COMMENCIVG at the Northwest corner of the Southwest quart2r of sa?d Section 1, thence South 00035'56" East, along the West line of said Section l, 660 . 30 feet; thence South 89049' 36" East, 50 . 00 feet, to the East right of way line of Sullivan Road and the True Point or Beginning of this description; thence continue South 8904-9136" East, 776.00 feet; thence South 00003131" West, 1219.89 feet; thence North 89049136" West, 762.00 feet, to the Eas-L right of way line of Sullivan Road; thence North 00035' S6" West, along said right of way line, 1220 . 00 feet to the True Point of Beginning; Situate in the County of Spokane, State or Washington. VESTED IN: CROWN WEST REALTY, L.L.C., a New York Limited Liability Company. Page 1 of 5 Order No. TH208573 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: The Washington Water Power Company, a corporation PURPOSE: Gas distribution pipe line or lines and onerate a natural gas distr?bution line AREA AFFECTED: Not Disclosed DATED. RECORDED: April 18, 1960 RECORDING NO.: 701476B 7. FIRST DEED OF TRUST AND SECURITY AGREEMENT AND THE TERMS AND CONDITTONS THEREOF: GR.ANTOR: Crown West Realty, L.L.C., a New York limited liab li-y--C'ompany ~ TRUSTEE : . Trans+tatdon Title Insurance Company BENEFICIARY: Pentzer Development Corporation, a rnoration ORIGINAL AMOUNT: $25,007,650.00 DATED: March 1, 1996 RECORDED: March 1, 1996 RECORDING NO.: 9603010086 (Covers property herein described and other property.) 8. SECOND DEED OF TRUST AND SECURITY AGREEMENT AND THE TERMS AND CONDITIOr1S THEREOF: GRANTOR: Crown West Re , . a New York limited i ity company TRUSTEE: Tr nation Title Insurance Com ny BENEFICIARY: entzer Development Corporat on, a Washington corporation ORIGINAL AMOUNT: $4,OOO,0U707~ DATED: March l, 1996 RECORDED: March 1, 1996 RECORDING NO.: 9603010087 (Covers property herein described and other property.) 9. ASSIGNMENT OF LEASES AND RENTS (r IRST NOTE) Ai'qD THE TERMS AND CONDITIONS THEREOF: LESSOR'S INTEREST ASSIGNED T0: Pentzer Development Corporation, a Yvashington corporation BY ASSIGN-MENT RECORDED: March 1, 1996 RECORDING NO.: 9603010088 and 9503010089 (Covers property herein described and other property.) Said assignment given as add?tional security ior the Deed of Trust recorded under Recording No. 9503010086, shown at paragraph 7 herein. Page 3 o f 5 - w Order No. TH208573 15. AVIGATION EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GR.ANTEE : City of Spokane PURPOSE: Operation of Aircraft AREA AFFECTED: Subject property and other property RECORDED: August 19, 1997 RECORDING NO.: 4132420 16. EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: August 27, 1997 RECORDING N0.: 4135289 REGARDING: Use and maintenance of ingress, egress and utility easement over other property TRANSNATION TITLE INSi3RANCE COMPANY BY 2 For service n'this order call: (509) 922-2 22 (FAX) 926-1519 Tracy Hansen, Title Officer ENCLOSURES: Paragraphs 12 - 16 Skztch sc Page 5 o f 5 . t ; . S P O K A N E C O U N T Y , . BUILD[NC AND PLANNWG • A DNISION OF THE PUB[.!C WORKS DEPARTMCNT JAMFS L. MANSON, C.B.O., DIRECTOR DEt•mrls M. ScoT-i', P.E., DtttscKECFJVEID MEMOR.ANDUM . JUL 3 0 1997 DATE: July 30, 1997 CaUnty EniiAeerin TO: ~!►,p,o a'~'~'e~Coun ~ iv,ision o- n~neer-ing and Road~Tr•anspor•t►ation in~Q5, P s~H~arhper~ Spokane County Division of Utiities, Jim Red Spokane Regional Health District, Steve Holderby Spokane County Fire District No. 1 Spokane Industrial Park Water District - Washington State Department of Transportation FROM: J. Todd, Planner RE: Proposed Final Binding Site Plan (BSP-39-95) Please review the above-reference final binding site plan map and forward any comments to me by August 12, 1997. If you have any questions regarding this matter, you may contact me at 456-3675. Enclosure(s) copy without enclosures to: Crown West Realty, Owner Taylor Engineering, Applicant/Surveyor 1026 WEST Bt20AD4VAY AVENUE •$I'OKANE, WASHING70N 99260 PHONE: (509) 456-3675 • FAx: (509) 4564703 TDD: (509) 324-3166 ~ 4145549 09?2611991 01:42P ~ CU PIAMING BSP 539,00 Spoknne Co, 9 BINDING STTE PLAN DOCUMENT y ~ BOOK ~ PAGE / FILED BY 7071.~J/1 ~ LEGAT. BSP # 11/07/97 16:09 05093288224 TAYLOR ENGINEER IA001 ~ TAYL4R ENGINEER.ING, INC. Civil Design and Land Planning West 106 Mission Ave ` Spokane, WA 99201 AP" Voice Fhvne (509) 328-3371 Fax. (509) 328-8224 E-mail: franldde@taylorengr.com U r FaX TRANSMITTAL Date: November 7, 1997 To: Mr. Veml Smale Spokane County Engineers Fax: (509) 324-7655 s,u A K /lo/ 0, C RIp ~r 3 From: Frank R. Ide , y.~ o/~ . qo 9 / Re: BSP-39-95; Spokane Business and lnduslrial Park 2 page(s) ~ ~ Verril- As t mentioned on the phone, we incorrectly drafted a boFder easement on the face of the final binding site plan. As a result, the sidewalk witl extend two feet outside the easement. We need to grant two feet of additionat border easement to Spokane County for the sidewalk. Qave Berto suggested you would be the point man on this. 1"he following legal descriptian is for the twafoot strip. Piease put the border easement on the easement form and we can get Crown West to si8n. Please calf ine to discuss this further. Thank ou. y ele a I Y ~ Legat Owrners: Crown West, L.L.C. 9.~ 4-0 "The east two feet of the west twenty-h+vo feet of Binding Site Plqn 39-95 as recorded in 8ook 2, Page 1 of Book of Blnd/ng Site Plans. Qg situate in Spakane County, Washington." 8~ ~ 11/07/97 16:10 '&5093288229 TAYLOR 6vGTNEER 0002 desi $ned t ' ibratlons. . ~ f~~sO~ 40 ' I " er now moy 5. W. 1/4 I oft • N~~ r, d I a 1 ~ y &ao► oEDIC+►TM 70 (As PEa sPaKAHE oouNnr REsauT,or ~ SPQCAN£ COUNTM S89'49*367- 776.OC' ~ N0. 970826. DAIEp SFPTEMBER Z 199 $O.QO' 215.70' ! ~ KIERAlAN STREET EXIS1T~iG P I~VATE ROAD 2~s.ts--`- s.89'2d'o5 ACCESS AND U1tUTll EASDAMT-17' - - ~W FRONT YARD SETBACIC Mom PARC0. G PARCEi. H ~S ANp I ~ • ~ 1.73 ItCS. N 1.34 ACS. Wo~ i wES uN0 in~ ~ to' cmi.irr EASEMm+r • _ _ J W 309.1 Z _N.89'24'04`E. _ r - 242-W CORD'ORATION ~ 2.82'-,'O' ~ ~ + - ! - 5~a9' --4- ! - i . 10' U11UTY EISEYENT~ i ~ o . ~ lxx ~ • ~ g ~ o PARCEL A 2.43 11C& g e ~ ~ ~ PAR~L F' 1- ~ > 4.17 AtS. ~ Anar+ N 0 4 NATURAL 4' i'z ACCCESS - ' • ~ ' N < ~ ~ _ ~z AND v71UTY ~ EASEAIFTJT ro . NrB9^2~'04'E o ~ PARCE~ 9 C" ~ , 0 9~.5 08 ~ 1.05 aCS. N • • ; i~ o~ ~ ~ ~ Jrr ~ ~ ~ • ' g ~a ;n ' r+ v • g L2 ~ . ~ ~ • ~ . o ~ PARCEL C o ~ ~ • ; 4z.?87 saFr. I ' PARCEI. E o~ B.OZ ACS. ~ er1 ~ 0 ~ . . - ~a~~Y / N ci ~ p p I Ci ..~~say~ - ~ ~ ~ • ; ~ 30' AI:C£SS ~r ~ • i AND U1H.ITY ' a • ~ EASEMEN7 - • ~ ~ , . ~D UA~~T~ I ' •11 ~,r' ~ z a - ; PARCEL o -g 1.64 ACS. N ~ - • ~ . ~ i , • , ~ . . • ~ ~ r ~ ~ ~ . - y OW bFG1CA'TED To k 89149369K~ 762-00' l ~ ~ SIOKANE CC41NTY r ~ ~ , , i , 4 ~ • , ~ AIN_ ' • L 27 IELo. ~ ~ . . J~? S►wvvAN RW CM ~.fil"~K'~ [a tl__._ ..~-_.9,4 QtPt' ~E x~~is 1WNM 1ME ~ . ~ ~:tl = m no ~ m IA C ~ x~e_!VR ~r ul 1ST ST ~ ~b41 g F@~ L ' ~,y~ ~ ` ~ '~I d ~t~6i~~' ~ x~u l~►~ ~ e ~ n Y09ffLtJ1. I ~ ~ ~B ~ Q a~ aD ET. i ~ • ~ a ~7~i ~ ~ I rY f 1 ~ ~ k~ ~ ~ • ~ d ~ ~ ~ ";~t~~~t 0$E e8 I ~ ~~y~ .rir ~ • ~ ~ ~ 3 , ~I~~k ~ • ~ 4 ' ~i ~I~o r.v ~ t fi` > f~vv i1D ST. ~ • • ~ ~ ut~~,~ ~~^i~+u: ~I~ . '~4+ ~ . ~ ~ ~ ; nMH~ •DEtc' : ~ c `f i ~ ~ !r.,l~~ 1' r ~ ! ~1 ~g" i: p i • ~d'' ~ ~y ' .~~'~r kl ~ ~ y• e" Yr~Ypzit M.'v 4TM sr. ~ ti, 4I~~ ~ r , s,.~•~ ~ ~~~i. 1,,~~+ fi~ L-M ~ ~ d `j •',s ;<j <~k~ ~,•t~~, ~,4:`~i xi,i ';~t~ ~I 1:2 zla. ~ . v 9,~~4 I f f ~ ~ ~ ui~f a ~ -7 n~r~5 XN9 ~ • Twc i11A0T A d ~ . • FWitA ilOiW m , ~ ' - 4159619 M12/1997 o 11? 39A A - CO ENG EAS $4.00 Spokane Co, WA After Recording Return To: Spokane County Engineer Attn.: Right of Way Department Document Title: Border Easement ~ Grantor(s): CROWN WEST REALTY, L. L. C. Grantee: Spokane County Legal Description: PTN. SW i, SEC. 1, TWN. 25N, RG. 44 EAST,W, M. Additional L.egal Description: See Page 1 Asse'ssor'S' T45 Parcel Number: 45013 . 9097 ~tef~eric~~h~n#~~er: - ~t1 or~`~ t%, ~~t~ '1?=-10-97 o; Requested by: VERRIL Prepared by: gNt 39-95 IZF No(4: 1298 Raad Name(g): SULLIVAN ROAD R.E. ` e Tax. ~'•j' SFOKANE COUNTY DIVISION nF FNGINEERING ~c~s ~empt Dare: Spokane County, Washington .1s 97 SP°~~o Coutlty Trcasufer BORDER EASEMENT IN THE MATTER OF SULLIVAN ROAD RF NO. 1298 KNOW ALL MEN BY THESE PRESENTS, that the Grantor(s) cROwN taEST REALTY, r, . L. c. 'For and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to the public and to Spokane- County, a political subdivision of the State of Washington, a BORDER EASEMENT to use the following described real property situated in the County of Spokane, and the State of Washington, to-wit: AFFECTS ASSESSORS PARCEL NOW: 45013.9097 THE EAST 2.00 FEET OF THE WEST 16.00 FEET OF PARCELS A, B, C, & D OF BINDING SITE PLAN 39-95 AS PER BINDING SITE PLAN RECORDED UNDER SPOKANE COUNTY AUDITOR'S NUMBER 4145549 IN BOOK 2, PAGE 1 OF BOOK OF BINDING SITE PLANS. LOCATED IN SECTIOPd 1, TOWNSHIP 25 NORTH, RANGE 44 EAST, W. M., SPOKANE COUNTY WASHINGTOPJ. THE WESTERLY LINE OF TFIE AF30VE DESCRIBED 2.00 FOOT STRIP OF LAND LIES 70.00 FEET EAST OF THE WEST LINE OF SAID SECTION 1. The Border Easement as shown hereon is hereby granted to Spokane County and its authorized agents, and to the Public for Road purposes, including but not limited to curbs, sidewalks, drainage, signage and other usage deemed necessary by the Spokane County Division of Engineering for the safety and welfare of the Public. No fence or portion thereof will be constructed within said Easement without permission of the Spokane County Division of Engineering, nor will any objects be placed iu said Fasement that would obstruct the sight distance necessary for safe and efficient vehicular movement. Any other Easements granted or dedicated witliin this Border Lasemerit area will be subordinate to the rights created by this Easement and are stibject to Spokane County Division of Engineering permit process prior to usage. . 4159619 Pae: 2of2 11~1211997 11;39A GO ENG EAS $0.04 Spokane Co, YA The Easement and the agreements and duties lirovidccl for herein shall run with the land and shall be binding on, aiid shall inure to the berlefit of the parlies referenced herein, their heirs, successors and assigns. CROWN WEST REALTY, L. L. C. agrees to and shall install privately owned drainage facilities and sidewalk in the above described property according to the approved plans on file with the Spokane County Division of Engineering; the Grantor(s) or their successors in interest agree to and shall maintain in good repair the sidewalks, driveways and landscaping to be installed in such properly, and when so doing shall not be considered agents of Spokane County. ~ Spokane County shall maintain all drainage inlets, grates, pipes, and drywells used for the disposal of public Road drainage. IN W~TNESS WHEREOF, the undersigned has caused this instrument to be executed on this 12 day of NOVEMBER , 1997 . B . 4)C~T- BY. F-v 620k-~k3 Y fZc~- ~ STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss I certify that I know or have satisfactory evidence that (is/aze) the individual(s) who appeared before me, and said individuals(s) acknowledged that (he/she/they) signed this instrument, on oath stated that (he/she/tliey) (was/were) authorized to execute the icistrument and acknowledged it as the AUTHORIZED AGENT Of CROWN WEST REALTY,- L. L. C. to be the free and voluntary act of sucll party for the uses and purposes mentioned in the instrument. Dated this I-a ih day of NOVEMBER , 1997 . . " .,,.1~►~•~• , . • C . • ~ ~ ~Y ~ ~ M . . ' ~ 'v ' . : a ~pTAqr'A ' N07'ARY PUI3LIC ~000-10 In and for tlie State of Washington, r e si din g a t Sp o k a n e. ' My appointment expires 11 - I -q g . .)F v,,~i~ • rwforms\border easementlbc 4159619 Pt 11e 2;1997 ~ 11 39A CO EMG EAS $0.00 Spokane Co, IA Atter Itecording Return To: Spokane County Engineer Attn.: Right of Way llerArtment Document Title: Botder Eascment . • Grantor(s): CROWN WEST REALTY, L. L. C. , (3rantee: Spokane County Legal Description: PTN. SW A, SEC. I, TWN. 25N, RG. 44 EAST. W. M. • Additional [.e:gal Description: See Page 1 Assessor's Trtw, Parcel Number: 45013.9097 Refaeikft,~um !)er : . . •.~C• • " .d Prepared by: grt Log M11~tC '1?.-10-97 Requcsted by: VERRIJ . puq*se. p 39-95 RF No(A: 1298 Road Name(N): SULLIVAN ROAD . . : R.E. EXciS~ r~ ~xP,m t ~SPUKANE C:UUN"I'Y DIVISION (~r FNGINEERING p Date: / ~ - Spoka.ne County, Washington SpOkQng r 1ey~ ~ CCIUI'jty BORUER EASEMEN"T IN-THE-1ViAT1'ER OF SUL'I;IVAN' ROAD' RF'N0: 1'298- K.NUW ALL MEN BY '1'HESE PiZESEN7'S, that the Grantor(s) CRUWN wEU REALax, t.. _t,, c. For and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to the public and to Spokane. County, a political subdivision of the State of Washington, a $ORDER EASEMEN'T to use the following described real property situated in the County of Spokane, and the State of Washington, to-tvit: AFFEC'TS ASSESSORS PARCFL NO(A;).: 45oa.3 .9097 THE EAST 2.00 FEET OF TNF WEST 16.00 FEET OF PARCFLS A, B, C, & D OF BINDING SITE PL11N 39-95 11S PER E3INDIrIG SITE PLAN RECURDED UNDER SPOKANE COUNTY AUDITOR' S NUMBER 4145549 IN B00K 2, P11GE 1 OF BOOK OF BINDITIG SITE PL11NS. LOCATED IN SECTION 1, TOWNSHIP 25 NORTH, RANC;E 44 EAST, W. M., SFOKIINE COUNTY WASIjINGTON. THE WESTER.LY IjINE OF I'HE ABOVE DESCRIBFll 2.00 FOnT STRIP OF Ll1ND LIES 70.00 FEET E11ST OF' THE WEST LINE OF SAID SECTION 1. The Border ,asernent as shown hereon is hereby granted to Spokane County and its authorized agents, and to the Public for Road purposes, including hut not limited to curbs, sidewatks, drainage, signage and other usage deemed necessary by the Spokane County Division of Engineering for the snfety and welfare of the Public. - No fence or portion thereof will be constructed within said Easement without permission of the Spokatle County Division of Engineering, nor wil( any objects be placed in said Easement that would obstruct the sight distance necessary for safe and efficient vehicular movement. Any other EasemenEs granted or dedicated withiii this Border Easement area will be subordinate to the rights created by this Easement and are stibject to Spokane County Division of Engitieering pettnit process prior to usage. ~ ~ , - a1s9si9 4: Z Of ? 1i~121i997 it CO E~G EAS sO,OQ SprAane Co, a , The Easernetit and ihe agreements atid duties lirovidecl for herein shall run with the land and shall be binding on, anu1 shail iliurc: lu lhc; bcnelit of ihc pariies reFei-etlced herein, lheir heirs, successors and assigtis. CROWN WEST REIILTY, L. L. C. agrees to and shall instatl privately owned clrainage facilities and sidewalk in the above described property according tu the approved plans on file witli tlje Spokane County Division of Engineering; the Grantor(s) or their successors in interest agree to and shail maintain in good tepair the sidewalks, driveways and landscaping to be installed in such properly, and when so doing shall not be considered agents of Spokane County. r . Spokane County sliall maintain all drairiage iiilets, grates, pipes, ancl drywells used for the disposal of public Road drainAge. . IN WITNESS WHERF017, the undersigned has caused this instrumcnt to be executed on this J2. T14 day of NOVEMHER , 199 7 • ~ . L ~ L : ~ 2 T3 gy: ~ y t~,^r,( L60 C. STATE OF WnSN1NGTON COUNTY OF SPUKANE ) ss i certify that t know or have satisfactory evidence that V'►ca bJ} Cy rcttt l : (is/are) the individual(s) wltv appeared before nte, and said individuals(s) acknowledged that , (he/she/they) sigited this ictstrumecit, on oatfi stated that (he/she/tliey) (was/were) authorized to execute the instniment atid acknowledged it as the AUTfiORIZEO AGENT Of CRqWN WEST REALTY, L. L. C. to be the free and voltintary act of such party for the uses and purposes mentioned in the instrument. Dated this %~_LLL day of NOVEMBER ,1997 ~ • ~G ~,f~ ~ t : • ~ : : ~ : P.' ,~o• t - NU7'ARY PUIiLIC a~r.... in and for tlie State of Washington, . residing at Spokane. MY aPPointment exPires - - ~ . . . 4--a . • rwformslborder easernentlbc ` ~i , . a 6.00' DEDICATED TO (AS PER SPOKANE COUNTY f ~ SPOKANE COUNTY S. $9 '49'36"E. 776.00 P N0. 970826, DATED SEPTEME i 50.00' 215.70' 309.15' 245.15' KIERNAN STREET EXISTING PRIVATE ROAD ~ • S.89'26'05"W. 775.47' - . ~ ACCESS AND UTIUTY EASEMENT r-~--- ` ~ 35' FRONT YARD SETBACK 3--------------------- ~ ; ~ o PARCEL G ;r"~ ` °0• PARCEL H W v 1.73 ACS. o N 1.34 ACS. c~ m• ~1 P~ M N 0 ~ F- i ~ tt.r. v ,4 f o . LOU) , , Z ~ ' 10' U1ILITY EASEMENT ' ~ . 309.12' N.89'24'04"E. 242.39' _ ~ - , 2.62'-~ 548.89' ; . ~ • i 10' UTILITY EASEMENT ' i ~w ~ Q ~cn • ~ O ~Q ► iw' Y , ~ Oo~ Q i Z 0 m Z PARCEL .A ~ w ~ . U Q 2.43 ACS. N W cv ~ U' ~ J ~ M PARCEL F ~ Z -1 ; U-) 4.17 ACS. J ~ i M Z i i ~ i ~ ~ ~ ! S.89'24'04'W. u. ' 218.30 30' ACCESS . ~ AND UTILITY ~ EASEMENT , N N.89'24'04"E. ; • N ~ PARCEL B o 545.08' ; N ~ 1.0~J ACS. N I I I I ~ 1 LO ~ M t!~ ~ • , ~ S.89'24'04"W. o° ~ ~ i 218. 30' Z ~ ~ ► Q i ~ ~ V) ~ . o ; PARCEL C o Q ; 42,787 SQ.FT. (0 PARCEL E o ; ; 8.02 ACS. ~ ~ ~ (D o ~ ~ . ~ °o ~ S.89'24'04 W. a ~ N ~ 218.30' p r- ~ ~ c0 Z ' 30' ACCESS ~ ; AND UTILITY ' i ' EASEMENT ► . , 20' WIDE LANDSCAPING, i ' DRAiNAGE SIDEWALK ~ ~ AND UTILI`TY EASEMENT + ~ ~ ~ PARCEL D o ~ 1.64 ACS. 06 ~ I ' 04 ~ . ~ ~ ~ - ~ ~ ~ ~ , ~ E.7 ~ w ~ ~ ' ~ A1 ! r►~ ~ N ~ ~ ~ , ~ 50.00' ; 218.32' 537.68' ~ 6.00' DEDICATED TO N.89'49'36"W. 762.00' SPOKANE COUNTY . . . . . i . . . . . , . - . . . . . , . . . . . ACTION: S SCREEN: ANFO USERID: INQ ASSESSOR'S INFORMATION DATA SCREEN JURISDICTION= 11 YR= 98 ROLL= RE PARCEL= 45013.9097 OwNER ~ CROWN WEST REALTY, L.L.C. ~ FIELD BOOK: 00190 RGE STREET ~ 003808 N SULLIVAN RD ~ ACO: AS 97-0920 ADDRESS ~ SPOKANE WA 99216 ~ ACTV: STAT: A I I EXMP: EXMO: SITUS ~ 000000 ADDRESS UNKNOWN . ~ ADDO: N SASS: N ADDRESS ~ SPO TAX DISTRICT: TD2120 ~ PROP: 6150 LEGAL: 01-25-44 BEG AT NW1/4 OF SW1/4; TH S.ALG W LN SEC 660.30FT; TH S 89 DEG 49MIN 36SDS E, 50FT TO E R/W LN SULLIVAN RD & POB; TH ASMT: TOTAL MKT-LD CLS-LD BLDG-1 OTHER 0/R METHOD BOE/SBTA: A FINAL ASMT : 1, 270, 100 11120,100 0 150, 000 0 N $EXEMPTIONS: 0 TAXABLE : 11270,100 SALE- lo: 9600 2627 DATE: 03 01 96 INST: WD TRAN: B PRICE: 41,307,500 SALE- lo: DATE: INST: TRAN: PRICE: ACTION: R SCREEN: LEGL USERID: INQ CHANGE-REASON: H- LEGAL DESCRIPTION JURISDICTION= 11 ROLL= RE PARCEL= 45013.9097 YEAR= 98 . PAGE= 1 LINE DESCRIPTION 01- 1 10 01-25-44 02- 1 20 BEG AT NW1/4 OF SW1/4; TH S ALG W LN SEC 660.30FT; TH S 89 03- 1 30 DEG 49MIN 36SDS E, 50FT TO E R/W LN SULLIVAN RD & POB; TH 04- 1 40 CONT S 89DEG 49MIN 36SDS E, 776FT; TH S ODEG 03MIN 31SDS W, 05- 1 50 1218.89FT; TH N 89DEG 49MIN 36SDS W, 762.79FT M/L TO E R/W 06- 1 60 LN SD RD; TH N ALG SD R/W TO POB 07- 08- 09- 10- 11- 12- 07-*L009 HEADER CHANGE , . . . . ~ 5 f 3 RESOLUTION NO. 97 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON , IN THE MATTER OF AUTHORIZING ) DEVELOPER AGREEMENT WITH ) R E S O L U T I O N CROWN WEST REALTY FOR IMPROVEMENT ) OF SULLIVAN ROAD IN CONNECTION ) WITH BINDING SITE PLAN NO. 39-95 ) WHEREAS, the development of Binding Site Plan No. 39-95 involves the widening and irnprovement of Sullivan Road from Kiernan Avenue southerly for approximately 1200 feet and the addition of a pedestrian pathway and other work; and ' WHEREAS, the developer and county staff have prepared a"Development Agreement" enumerating the requirements arid obligation of the parties in this project and the County Engineer recommends approval and acceptance of the agreement. THEREFORE BE IT RESOLVED by the Board of County Commissioners of Spokane County, Washington that the "Development Agreement" between Spokane County and Crown West Realty L.L.C. is hereby approved and the Chairman of the Board authorized to execute the same by and behalf of Spokane County. • APPROVED BY THE BOARD this 2nd day of September, 1997. BOARD OF COUNTY COMMISSIONERS O PO CO TY, WASHINGTON ROSKELLEY, C CO••Y~''~•~ ~ " _ 6 co 044-o~ M. KATE M CASLIN m°:~ ~n . . ~ : . • ~t ~ D. H S ATTEST: WILLIAM E. DONAH CLERK OF THE BOARD . . . B DANIELA ERICKSON, DEPUTY - I\vlreslgenlBSP.39.95 • . i DEVELOPMENT AGREEMENT This Development Agreement (the "agreement") is entered into effective as of the ~ llo day of AU g? , 1997 by and between and Crown West Realty, L.L.C. ("Crown West") and Spokane County ("County") a political subdivision of the State of Washington. RECITALS I. Crown West is the owner of certain real property generally located east of and adjacent of Sullivan Road, approximately 1,600 feet south of Trent Avenue, and legally described per Exhibit A attached hereto and by this reference made a part hereof. U. Crown West obtained from the County a zone classification of I-2 and has received approval of a binding site plan under BSP-39-95. M. Pursuant to BSP-39-95, Crown West is required as conditions of approval to construct certain infrastructure both in county right-of-way on Sullivan Road adjacent to its site, and such other improvements as required. IV. The County has agreed, in conjunction with the improvements by Crown West, that it will construct certain improvements to Sullivan Road, including traffic signalization at Sullivan and Kieman Street/ "B" Street. NOW T'HEREFORE, in consideration of the foregoing and the mutual promises set forth below, the sufficiency of which is hereby acknowledged, Crown West and the County agree as - 1- G:1DOC1FJD1CR0 WNICROWN.AGR 7 08. !1 -oS ~ti . ~ (c) Both County and Crown West shall coordinate the construction of the additional lane and the instaliation and design of the signal both at Sullivan Road and Kiernan Avenue/"B" Street. 3. Acceptance by County: The County agrees to accept the improvements specified in this agreement in writing and assume responsibility for the operation and maintenance thereof contingent upon the following: (a) The county determining that the frontage road improvements have been constructed in accordance with the plans submitted and approved by the County. (b) Crown West paying to the County $40,000 for the pedestrian signalization and movement of light standards pursuant to 2b above. 4. Compliance with Plan and Condition The County agrees that Crown West's execution of this agreement, construction of the frontage road improvements, payment of fees and dedication of right-of-way, constitutes compliance with the condition number 14 of bind.ing site plan BSP-39-95, and the recommended engineers conditions of approval under ZE--97. 5. Access Upon execution of this agreement, Crown West shall dedicate an access easement for the benefit of all property within BSP 39-95. The access easement shall be within the existing driveway surrounding BSP 39-95 and denominated as "B" Street from Sullivan to lst Street; and 1 st Street south from "B" Street to "D" Street. The driveway access easement shall be 30 feet in width. 6. General Terms (a) No modification for amendment of this agreement shall be effective unless executed in writing by and between the parties. - 3- GADOCIFJDICROW MCROWN.AGR r ACKNOWLEDGMENT STATE OF WASHINGTON ) ) COUNTY OF SPOKANE ) On this o?i'IGl! day of 1997, before me ersonal appeared L' ~r~ oard o~ . ~Toh n,Qoske/le~( , to me know to be the of Spokane County, a political subdivision of Washington State, that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed, for the uses and purposes therei.n mentioned, and on oath stated that he was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. ~ SA Notary Public in an~ foi the State of Washington, residing at S Q 0(CPk A3 E C 0 • My appointment expires '4 - I 'A00 t STATE OF WASHINGTON ) ) COUNTY OF On this jip day of nkigij^~ , 1997, before me personally appeared ~ to me know to be the 2rc~c(,wnt- of Crown West Realty L.L.C., a Washington Limited Liability Company, the company that executed the within and foregoing instrument, and acknowledged said instrment to be the free and voluntaty act and deed of sai.d company, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and afFixed my official seal the day and year first above written. rn n n c_t CTm~ r) Notary Public in and for the State of Washington, residing at %~,~'toW My appointmentexpires - 5- G:1DOG1FIDICROWMCROWN.AGR ,arr.o.W. , SULUVAN ROAD p roposed PathwaY ^ I aeeewxatlammfle u_.:....:oN~ePmatlanmra I I onlara min 6' wao type ai bndscedro m1n 5 wao type m mnm9oedrro 1220.00' mh► swma ypo m lo a.ce~l~w 9S bullmnp seQiech Onro ro Q O ~ Z , 0 - ~ PARK loi'6' multi-tenant lot '8' lot '7' loc'5' ~ lot'9' \ ~ „LCK P . , ,.o.UfMO L, , M • T~ ~o ~ H ~ b 0 r f' W a~a Z ~ ~ - . l ~ ~ Z truCM RMIP Iru[k RAA1P ~ O HOTEL F- W Q ^W^►q phase 1 ~ V N N . . . . . . . . . . io: ~,W Z ~ = o Q CI W BI.DG. 27 E 102,900 sf W FUTURE 50,000 SF phase 1 I phase 11 - LOT 2 _ ~•e oaac«, n ~ • ~ _ ~ lot 1 m - X • ' I - W ' . . _ . . . . . . . , ' ~ [ruEt RAMP trUtM RAMA 15.8005F phase 1 fm ~ o o Q o o o o o o o n ~ ~ _w 14ee~O0,A 1ST STREET (I-3 ZOPING ~ 0 W 0 . • r ~ ~ ~I ~ . ~ I ~ ~ ~1 ~ I W - > - - (110) 05/22f 98 CHECK NO.` : ` 006344 Invoice No. Inv. Date -Amount Discount Description Voucher No. Net Amount 2662 05/01/98 40,000.00 0.00 05564 40,000.00 x TOTA L 40,000.00 0.00 40,000.00 SeaFirst Bnnk 19-2 CROWN WEST REALTY, L.L.C. E 12816 Sprague 1250 3808 N SULLIVAN ROAD Spokai:e, WA 99216 BLDG N-15 SPOKANE, WA 99216 ~ DATE CHECK N0. ~ ARIOUNT , V ? 05/22/98 006344 ****40,000.00* ~ FORTY THOUSAND AND NO/100 DOLLARS . , PAY - ~ ORDEROF SPOKANE COUNTY ENGINEERS W 1026 BROADWAY AVE ~ SPOKANE, WA 99260 ~ li'006 34411' I: L 2 50000 24i: 68000 4 L 3ii' . . ; . ~ - ~ . ~ fq8 3q ~ i4T. 0AJ ~~6 Ajiq ~ ~ . . . AFfER RECORDING RETURN TO: - WITHERSPOON, KELLEY, DAVENPORT & TOOLE, P.S. AT'TN.: F.J. DLTLLANT'Y, JR. 1100 US BANK BLDG. SPOKANE, WA 99201 , A F T Document Title: Development Agreement Grantor: Crown West Realty, L.L.C., a Washington Limited Liability Company Grantee: Spokane County, a political subdivision of the State of Washington Legal Description: Additional Legal Description: Assessor's Tax Parcel Numbers: Reference Number: D'O"AFT DEVELOPMENT AGREEMENT This Development Agreement (the "agreement") is entered into effective as of the day of , 1997 by and between and Crown West Realty, L.L.C. ("Crown West") and Spokane County ("County") a political subdivision of the State of Washington. . RECITALS I. Crown West is the owner of certain real property generally located east of and adjacent of Sullivan Road, approximately 1,600 feet south of Trent Avenue, and legally described per Exhibit A attached hereto and by this reference made a part hereof. II. Crown West obtained from the County a zone classification of I-2 and has received approval of a binding site plan under BSP-39-95. - 1- G lDOC1FJDICROWMAGREEMEN. . ' M. Pursuant to BSP-39-95, Crown West is required as conditions of approval to construct certain infrastructure both in county right-of-way on Sullivan Road adjacent to its site, and such other improvements as required. IV. ; The County has agreed, in conjunction with the improvements by Crown West, that it ll construct certain improvements to Sullivan Road, including traffic signalization at Sullivan an, Kiernan Streetl "B" Street. N4W THEREFORE, in consideration of the foregoing and the mutual promises set forth below, the sufficiency of which is hereby acknowledged, Crown West and the County agree as follows: 1. Road and Frontage Requirements: (a) Crown West shall dedicate an additional six (6) feet of right-of-way on the east side of Sullivan Road beginning at the property's south boundary line, and ending at the properiy's north boundary line. (b) Crown West shall design and construct an additional lane of travel on the east side of Sullivan Road from its south property line to its north property line in accordance with all applicable County Standards. The design shall be reviewed and accepted by the County prior to the construction. Construction shall be in accordance with all applicable County standards. Design and construction shall begin immediately, subsequent to County approval, but in any event take " place no earlier than six months subsequent to the approval of the Binding Site Plan 39-95 and ZE- 2-97. (c) County is currently building a sidewallc on the east side of Sullivan Road as part of its modernization plan. Crown West shall construct a pathway system on and through its property in accordance with site plan attached hereto as Exhibit B. - 2- cAnocFMcxowrnncREEMErr. 2. Signal: Installation and Design (a) The County shall be responsible for the redesign and construction of existing signal at Sullivan and Kieman Street/"B" Street. The County shall begin its design and reconstruction of the traffic signal upon receipt of those plans and specifications from Crown West for the road improvements on Sullivan Road. (b) Crown West shall be responsible for the pedestrian signalization and the movement of existing s~gi~standards at the southeast corner of Sullivan Road and Kiernan Street/"B" Street. The contribution for the pedestrian signal and movement of the existing standard shall not to exceed $40,000. (c) Both County and Crown West sha11 coordinate the construction of the frontage road and the installation and design of the signal at Sullivan Road and Kiernan Avenue/"B" Street. 3. Acceptance by County: The County agrees to accept the improvements specified in this agreement in writing and assume responsibility for the operation and maintenance thereof contingent upon the following: (a) The county determining that the frontage road improvements have been constructed in accordance with the plans submitted and approved by the County. (b) Crown West paying to the County an amount for the pedestrian signalization and movement of light standards 4p=to $40,000. 4. Compliance with Plan and Condition The County agrees that Crown West execution of this agreement, construction of the frontage road improvements, payment of fees and dedication of right-of-way, constitutes compliance with the condition number 14 of binding site plan BSP-39-95, and the recommended engineers conditions of approval under ZE--97. 5. Access Upon execution of this agreement, Crown West shall dedicate an access easement for the - 3- G:1DOC1FJD1CR0 W NIAGREEMEN. i benefit of all property within BSP 39-95. The access easement shall be within the existing driveway surrounding BSP 39-95 and denominated as "B" Street from Sullivan to 1 st Street; and 1 st Street south from "B" Street to "D" Street. The driveway access easement shall be 30 feet in width. 6. General Terms (a) No modification for amendment of this agreement shall be effective unless executed in writing by and between the parties. . (b) This agreement shall be binding on and inure to the benefit of the successors and the assigns of all parties. (c) This agreement shall be construed in accordance with the laws of the State of Washington. In the action for enforcement of this agreement shall be brought in a court of competent jurisdiction of Spokane County, Washington. (d) No waiver of any breach of this agreement sha11 be held to be a waiver of any other or subsequent breach. IN WITNESS WHEREOF, the parties have executed this agreement effective as to the date written above. SPOKANE COUNTY CROWN WEST REALTY, L.L.C. - 4- G:1DOC1FJD1CR0 W NIAGREEMEN. 45ff - 272.Ir Comments on Crown West agreement 1. 1 C. The County will construct a sidewalk on the east side of Sullivan Road to the south property boundary of Crown West. Crown West shall construct a pathway system on and through its property in accordance with the site plan attached hereto as Exhibit B. Crown West shall grant to the County a sidewalk easement over the property occupied by the pathway. Crown West shall not construct a sight obstructing fence between the street and the pathway. Sidewalk must connect to County sidewalk at each end. 2. 2b. the word "signed" should be "signal" 3. 3b delete "up to" and replace with "of'. Since the County will not be able to separate the costs for the traffic signal from the ped signal, we need to use $40,000 as a fixed amount. I have forwarded this proposed agreement to Rob Binger for comments. Thanks, Jim Haines . ~ ~ , G s ~ ~ Uat~ z page ~ ~ post-it~ Fax Note 76 Fro ~ To co. • Co./Dept. Phone # 9 Phone # F~ # 7 - ~ , Fax # 2~24? L ".A w • • Taylor En neering, Inc. . Civil Design and Land Planning Principals: January 29, 1996 Perrv M. Taylor, P.E. RECEIVED Stunley R. Stir-lijt`; Murk A. A rons<»i, P.E. Pat Harper J A N 3 1 1996 o«>>rd C. Lar.sen. RE. County Engineering Dept. SPOKANE COUNTY ENGINEER Associates• W. 1026 Broadway Spokane, WA 99260 Scntt M. Bti.sch, n. E. Fi•c7nk R. /cle, f1 SLA RE: Sullivan Park Center Dear Pat, Attached are copies of the traffic study recently completed for the partial Phase II of Sullivan Park Center. Please replace your earlier copies which were stamped "DR.AFT". The traffic study has been revised to incorporate comments made by the Washington State Department of Transportation. K In particular, the signal timings at the intersection of Sullivan Road and Indiana was modified to demonstrate that protected left-turn phasing can be provided for the dual left-turn lanes with an acceptable Level-of-Service (LOS). A westbound right-turn lane was added to this intersection also. The SB and WB right-turn lanes have been redesigned to travel outside the , signal masts and channelization provided in an effort to accommodate more right-turns on red. The lane designation on the SB shared through/right was modified to an exclusive right. The cycle length for intersections along Sullivan Road was revised from 60 seconds to 100 seconds. We do not anticipate queueing problems with these relatively short cycle lengths. Other revisions to the traffic study include a few corrections to the turning movement summary graphics and the incorporation of a new project traffic assignment graphic. W. S. D. O. T. has requested that the intersections along Pines Road and Sullivan Road be analyzed as a system of coordinated signals. As indicated in the traffic study, the proposed Partial Phase II of Sullivan Park Center does not have a significant impact on Pines Road. This project is expected to increase traffic at the intersection of Pines and Indiana by only 2.4 percent. Increases at the WB I-90 ramps, EB I-90 ramps, and Mission Avenue are all less than one percent (1 With only these minor increases in expected traffic, we do not feel that this traffic study needs to include an extensive analysis of the Pines Road corridor. This project's contribution to the WB approach to the intersection of Pines Road and Indiana is approximately eight percent (8 or 37 v.p.h. The three-lane westbound approach as approved for Phase I of Sullivan Park Center should provide adequate capacity for the minor 106 W. Mission Ave. • Spokane, WA 99201 •(509) 328-3371 FAX (509) 328-8224 ' additional traffic expected with the Partial Phase II. The signal timing for this approach should only require minor adjustment, if any. When analyzed individually, three of the four study intersections along Sullivan Road are operating at LOS "B". Sullivan Road and Indiana Avenue is expected to operate at LOS "C" with the proposed project. While the results obtained by W.S.D.O.T. with the coordinated systems software "SYNCHRO 2.0"_ may be overly conservative (LOS "E" at Sullivan and Indiana), it is generally acknowledged that closely-spaced intersections on 2-way intersections do not function as efficiently as isolated intersections. However, we maintain that with such high Levels-of-Service on the Sullivan Road corridor, there is sufficient capacity to accommodate the proposed Partial Phase II of Sullivan Park Center. On a more general note, we do not feel that it is appropriate for consultants to recommend signal timings for intersections. Traditionally, traffic studies for private developments have only insured that a signal system has the capacity for an increase in traffic due to a project. We would like to see government agencies continue their traditional role in signal timing. We intend to undertake extensive analyses of coordinated systems only when the capacity of a system is in doubt. Sincerely, TAYLOR ENGINEERING, INC. ~ Gary R. Obery Traff'ic Engineer Enclosure GRO/wmm/admin(95-107)/harper/012996 cc: Leonard Cash, WSDOT ' Taylor Engineering, Inc. Civil Design and Land Planning 106 W. Mission Ave. • Spokane, WA 99201 •(509) 328-3371 FAX (509) 328-8224 James S. Craven ' Hugh O. Evans eM2" H. Terrence Lackie • ' Jarold P. Cartwright V ~ Y. Gregory M. Kane July 24 1995 * Timothy M. Durkin L A W Y E R S' Roger A. Coombs Patrick M. Risken Spokane Of(ice Coeur d,Alene Office Michae! E. McFarland, Jr. 818 W. Riverside Suite 306 ' Amy C. Clemmons Suite 250, Lincoln Building 1200 Ironwood Drive Lisette F. Carier Spokane, Washington 99201-0910 Coeur d'A/ene, ldaho 83814 Rebecca M. Magnuson (509) 455-52110 (208) 667-8276 Willard J. Sharpe p925-1995) FAX (509) 455-3632 Philip J. Van de Veer of counsel ' admrttsd In Washington & lciaho RESPOND TO: edmitled In Washington 6 Oregon I have received file material from Gary Nelson (file no. 31-26-44 "Zone File") for the purposes of copying the file material regarding the Lawson v. Spokane ty file. / I / / JAROL ARTW RIG AFTER RECORDIIVG RET"URN T0: WITf-iERSPOON, KELLEY, DAVENPORT & TOOLE, P.S. ATIN.: F.J. DULLANTY, JR. 1100 US BANK BLI)G. SPOKANE, WA 99201 Document Title: Development Agreement Grantor: Crown West Realty, L.L.C., a Washington L'united Liability Company Grantee: Spokane County, a political subdivision of the State of Washington Legal Description: Additional Legal Description: Assessor's Tax Parcel Numbers: Reference Number: ~~T DEVELOPMENT AGREEMENT D ~ This Development Agreement (the "agreement") is entered into effective as of the day of , 1997 by and between and Crown West Realty, L.L.C. ("Crown West") and Spokane County ("Counfiy") a political subdivision of the State of Washington. RECITALS I. Crown West is the owner of certain real property generally located east of and adjacent of Sullivan Road, approximately 1,600 feet south of Trent Avenue, and legally described per Exhibit A attached hereto and by this reference made a part hereof. II. Crown West obtained from the County a zone classification of I-2 and has received approval of a binding site plan under BSP-39-95. - 1- GADOCIFJD\CRO W MAGREEMEN. 1. ul. Pursuant to BSP-39-95, Crown West is required as conditions of approval to construct certain infrastructure both in county right-of-way on Sulliva.n Road adjacent to its site, and such other improvements as required. IV. The County has agreed, in conjunction with the improvements by Crown West, that it will construct certain improvements to Sullivan Road, including traffic signalization at Sullivan and Kiernan Street/ "B" Street. NOW THEREFORE, in consideration of the foregoing and the mutual promises set forth below, the sufficiency of which is hereby acknowledged, Crown West and the County agree as follows: 1. Road and Frontage Requirements: (a) Crown West shall dedicate an additional six (6) feet of right-of-way on the east side of Sullivan Road beginning at the property's south boundary line, and ending at the property's north boundary line. (b) Crown West shall design and construct an additional lane of travel on the east side of Sullivan Road from its south property line to its north property line in accordance with all applicable County Standards. The design shall be reviewed and accepted by the County prior to the construction. Construction shall be in accordance with all applicable County standards. Design and construction shall begin immediately, subsequent to County approval, but in any event take place no earlier than six months subsequent to the approval of the Binding Site Plan 39-95 and ZE- 2-97. (c) County is currently building a sidewalk on the east side of Sullivan Road as part of its modernization plan. Crown West sha11 construct a pathway system on and through its property in accordance with site plan attached hereto as Exiibit B. - 2- cADocTIMcROwr,wcREEMEx. 2. Signal: Installation and Design (a) The County shall be responsible for the redesign and construction of existing signal at Sullivan and Kiernan Streetl"B" Street. The County shall begin its design and reconstruction of the traffic signal upon receipt of those plans and specifications from Crown West for'the road improvements on Sullivan Road. (b) Crown West shall be responsible for the pedestrian signalization and the movement i`lhq/ of existing 'gne ;Dstandards at the southeast corner of Sullivan Road and Kieman Streetl"B" Street. The contribution for the pedestrian signal and movement of the existing standard shall not to exceed $40,000. (c) Both Counfiy and Crown West shall coordinate the construction of the frontage road and the installation and design of the signal at Sullivan Road and Kieman Avenue/"B" Street. 3. . Acceptance by County: The County agrees to accept the improvements specified in this agreement in writing and assume responsibility for the operation and maintenance thereof contingent upon the following: (a) The county determining that the frontage road unprovements have been constructed in accordance with the plans submitted and approved by the County. (b) Crown West paying to the County an amount for the pedestrian signalization and movement of light standard p to ,40,000. lqzz~ 4. Compliance with Plan and Condition The County agrees that Crown West execution of this agreement, construction of the frontage road improvements, payment of fees and dedication of right-of-way, constitutes compliance with the condition number 14 of binding site plan BSP-39-95, and the recommended engineers conditions of approval under ZE--97. 5. Access Upon execution of this agreement, Crown West sha11 dedicate an access easement for the - 3- GAnoOroTxowrnncxEEMEN. ~ benefit of all property within BSP 39-95. The access easement shall be within the existing driveway surrounding BSP 39-95 and denominated as "B" Street from Sullivan to 1 st Street; and 1 st Street south from "B" Street to "D" Street. The driveway access easement shall be 30 feet in width. 6. General Terms (a) No modification for amendment of this agreement sha11 be effective unless executed in writing by and between the parties. . (b) This agreement shall be binding on and inure to the benefit of the successors and the assigns of all parties. (c) This agreement shall be construed in accordance with the laws of the State of Washington. In the action for enforcement of this agreement shall be brought in a court of competent jurisdiction of Spokane County, Washington. (d) No waiver of any breach of this agreement shall be held to be a waiver of any other or subsequent breach. IN WITNESS WHEREOF, the parties have executed this agreement effective as to the date written above. SPOKANE COUNTY CROWN WEST REALTY, L.L.C. - 4- G \DOCFID\CROWMAGREMETt. . RIFCEIVED WITHERSPOON, KELLEY, DAVENPORT & TOOLEJUN 1 8 1997 A PROFESSIONAL SERVICE CORPORATION ATTORNEYS & COUNSELORS 5PQKANE COUNT`f EPIGINEER AOBERT L. MAGNUSON 1100 U. S. BANK BUILDING WEUR D'ALINE OFF'ME` NED M. BARNFS 422 W EST RIVERSIDE THE SPOKES6IAN REVIEdJ BUII.DING WILLIAM D. SYMMES•• SPOKANL•, WASHINGTON 99201-0302 608 NORTHR'EST BOUL@YARA, SUITE 401 ROBERT H. LAMP Telephone: (509) 624-5265 coevR daLexe, maio 83814-2146 K. THOMAS ODNNOLLY Telecopicr: (509) 458-2728 (ZOS) 6674000 THOMAS D. QOCIiitAN DUANE M.SWINiON IOSFPH H. WESSMAN JEFFREY L SUPWGER' DONALDI LUKES+j June 17, 1997 LESIIER. WEATHHRHEAD• MIQiAEL D. GURRIN BRIAN T. REKOFKE• eDwnRn,. ^xs°N- Pat Harper R. MAX E7TER 1R. STANLEY R. SCHULTZ County Engineers Department AflCHAEL F. NIENSTEDT• JOHN bi 'ILEY M W. 1026 Broadway DII4N1S M DAVIS++ Fa. °UL'-ANTM.,R. Snokane, WA 99260 DANIEL E. FlNNEY Y MARY R GIANNiAiI•; TiMOTHY M. IAWLAR '""U"'" K S'MMO ROBERT S. MAGNUSON Re: Crown West Development Agreement MARK A. ELL(NGSEN' DAVfD M. IQdVfSON KPI.`Y a'''°LE''''' Dear Pat: JODY M. MeCORMIQC PAUL C. SWAINSTON OFOOUNSEL WM A. DAVENPORT Enclosed for your review is the draft of the development agreement between '°HN E. "E"TK nL ALLAN H. TOOLE Crown West and Spokane County with respect to the improvements to the industrial park ~~~~Y relative to BSP-39-95 as amended. Please review this document, with other county staff '"'mad°`ue°'°'°'°° +plso admiued in New Yort and return it to me as soon as possible. As you are aware, Crown West is arixiously 00 Also admiped in CaliComia ++A~~~ted in Maho oW, waiting to move forward on this matter. tAlm aftiuea in oRgoa wAlso admiucd in Aluta Ve2'y trllly yOUI'S, Withers n, K ley, Dave o& Toole, P.S. ► F. ANTY, JR FJD:mmb cc: Rob Gragg enclosure G 1D0C1FJDICR0WNIHARPERI.LTR ~ q ~ ~ . . <.u D fl ♦ WITHERSPOON, KELLEY, DAVENPORT & TOOIIE Affi 0 4 1997 A PROFESSIONAL SE1tVICE CORPORATION . ATTOwvEvs & courrsEC.oR.s VOK1lNf COUNN EP161NEER .A.,: .0. , • ROBERT L MAGNUSON 1100 U. S. BANK BUILDING COEUR D'ALINE OFFICE NED M. BARNES 422 WEST RIVERSIDE TlIL' SPOKFSMr1N REVECW BUILDTNC N'ILLIAM D. SYMDIFS•• SPOKANE, WASHINGTON 99201-0302 698 NORTNWEST BOULEVARD, SUITE 401 ROBERT H. LAA1P Telephone: (509) 624-5265 COEUR p'AL!'sNQ IDAH083814-2146 K. THOMAS CONNOLLY Telecopier: (509) 458-2728 (zos) 667-4000 THOMAS D. COCHRAN DUANE M. SWRITON IOSEPH H. 1VESSMAN Apri12, 1997 JEFFREY L SUPQdGER• DONALDI.LUKFS+j LESLIE R WEATHERM@AD' MCFIAEL D CURRIN BRIAN T. REKOFKB• E°"'^A°'. A''S°' N++ R Pat Harper MAX E'RER 1R STANLEY R. SCHULTZ County Engineer 4fICHAEL F. N~NSTEDT• IOFQJ M. RlLEY III w. 1026 Broadway DENNIS M. DAVIS++ DANtEL E. FINMEY Spokane, WA 99260 MARY R. GIAh^1fN[•j TiMOT.IY A1 LAWLO^ N[LLIAM M SYMAIES ROBERT S. MAGNUSON RE: Harvard Road Mitigation Plan MARK A. ELLINGSEN' DAVID M. KNU'fSON KEL(.Y A. NOLEN+ ]ODV M. MtCORMICK Dear Pat. PAUL C. SWAINSTON OF COUNSEL WM. A. DAVENPORT Pursuant to our conversation, please find enclosed a draft of the Mitigation Fee ,oHN E.HPATK ,R nUAN x TooLE Agreement between the County and Liberty Lake Land Co. Please note, with the WILUAM V. KELLEY KARL K iCROGUE exception of the right-of-way costs, I have left the dollar amounts for the various items •"'so adm""d `°'daho +piso admittcd in New York blank. I have asked Mike Taylor for a list of the costs for the construction of Country ALsa admitted ip Califomia ++Admittod in ldatw wily V ista from LibertLake Drive to He Road. Once I receive that information from jAlso admined in Oregan ~ ~ ♦Also ndmittod in Alasb him, I will forward it onto you. Additionally, I do not have a specific figure for the engineering costs incurred in prepartion of the Harvard Road Mitigation Plan. I believe those dollar amounts were turned over to the County and I would suggest we include them in this agreement. Once you have a chance to review, since this is my first draft, please give me a call so we can discuss the same. Thank you for your cooperation. Very truly yours, WITHERSPOON, KE L Y, DAVENPORT & TO S. / . J. ULLANT JR. FJD/jlh Enclosure G 1D0CIFJD\LLIIU.ETTER14AItPE3LLTR . . - . . , . M_ !j : • 3aD~~ , .i i , - COiJNTRY'VT'0,A-:D,~RIVE MITIGATION :FE4E AG~REEMENT ~ This COLJNTRY VISTA DRIVE'MITih"GA,~ION FE'E AGREEMENT (the "Agreement"), is . r ~ m~ad-e and enteared i`nto effective as o:f fhe _ d`ay orf 1997, by and between LIBERTY LrA'KE L-AND CO. Ll:C. ("Liberty Lake"), an& ~S"POK"":Mt COUNTY ("County"), a political subdivi.s'ion . of the State of VVashington. - _ ' Rec444l$ - A. The Board of County Comrnissioh, e:rs,o,f;,S~po~k_ane yC~ounty ("Board") has the care of County property and the~ management of County ~ un_& dbus:iness. ~ ~ B',. Putssuant to RCW 43.21 C, RCW,,8L-0,10,236„4xan41 Article XI, Secti:on 11 of the Washington ' rC''oan~sti~tution',,.r'`;e Board may adopt 'tr ~ ~~fic.,~~~;~c?%,teig~atfi. _ ps~onl'l}ans-.which identify future road projects ~ . _ ~ , ~n~cless~ita~ted' by' ~_;l~anned development;in~~c~eyrt9a~i~n~~ar~eas ~o~f the-County, set forth meas~ures neces`sary ~ . ~ 01eAmenty~~the mitigation p,lans, and eq~uit~ablle formula by whi~ch developers wi1thin ; ~area~'_s coveredF`by tigation p.lans m~ay-~proap~o.~rtiio~n~ar1~ly;fcontribu~te to the cost'of road projects made ~ ~ ~--n~,ecessary ' y deve'',oprnent through the payme-n~t ^of volun~ w y m~i~~tigation fees, or through a'lternative - ~ ',rn~eas,ures. ~ C.~.~ ~Pursurant ~to. th~~i~s authority, the Boarrd a~d~o~p~~te d~t~ he, Harvard Road Mitigation Plan ("Plan c i:ea~ted thre L~i,berty Lake Transpo~rtat~io~n'.~I~m~paGt, Area,. ~("Ict Area"), and adopted rules, 'reg~ ~~ta+tl!OR_~ s;, ~ F d~{policies relatin~g ta,the Im~pact ~Area:~~ The Board took this action by Resolution 9.5- ~ G 1~~3631, adopted o~n December 12, 1995. La99~5„ wa~s the res~ult_of a j~oint effort between _ D~~ ~ The P1~ which was~ fi~nalized ~in~Nov~ern,ber 1E -Harvard Road area, including Liberty and developers in.the-~L~if~b~rl~~ ke owners e ~~.T . Y ~ ' 1 y` ~ ' ~ ~ ~ ~.ake. e C~ounty adopted tfie Plan-only affer hoy'ding a.,public hearing on the Plan. .~^.~~''s: • r-. ~ gr , . , . + ~i~' . • , ~ - { I~~ ad~o~.t~~ng the Plan; the Board fo~ ~d ~ at,,deve:lzopment in the Impact Area would' require ' ~,°Z - ~ , ~ ~ - ' - ~ • . , . ; ~_F con to~'ti;o~n~of>additiro,nal roadway s.y~ste rn, c~a~paci~~tyt~ ~;a~t~.-de,ve-~lo:pment woul~d promote the ~ ealth, ,,~c•t~' s and other me,t~~~ ~,o:d~s. of safety; ~ ~ rd~'-we`l~fare ~of "the citizens o`f ~the: ~C ~'~~n~ an`d<<t~h~aat e m~i.tigation fee , ~~cap ~ .o~f:~b:eing acco plished, and r -e ~ _ as~oriuab~ly ~ose.d ~'FY the P'~an ~we~re~ ~~rea~n~a o~re;a~,lle _ m ' { i~ 9 ~ , ;p • ~ • ` , ?~sr~el~ate:d~ tYoK: ~and~~,. ~~_eeessa~ry to avoid adv~rse, ~m~p~act~s.~~o; 1t~ure, d`eVealop~rnent. The Plan provides~ -tshre • , . ~ wItlir ~a source of funding to he~l~p~;de~f`_r~a4y{ ~t~~he co"st, o~f additional traffic infrastructure ma~de ' ' • ' ` . : . . • ~ ,~rieces~sary by new development ~in the-Irrnpact Are, a._ . , ~ ~ ~ • . J;F. The ~P:lan recornmended v_ a .o~us~ sy~ste_m imp,rovernen,ts, incl~uding the construc~tion and - ~ . . ve.n ~ ~ ~a~~l wi.d~e.ning of Country Visata Dr~ive. ~ . • ~ ' , ' ' ` . :BE . - The Flan provided the drevelopers o,f'piojects, within. the Impact Area with several options, . . s ~s .~;~~r;`",w a~~ ~r~,_ ~ {k ~~'~'~_..~Y ' ~:-Za~{~~ ` , ,,.-1r • - i}~'L ;~:.~'r,K -,F- yK',:'a:z~-~;;~ i'"'~-"`,'+~ j s'r - , Y ~ . :.c:• ~r.~ ~Q , 's .~Y' a~'~1"i~~ ~aAf ~ `_`,~iY~SU(i ya~.~n"~'i~'dl~~a8~~ f~. - 1 . , . ' v . 2 . . - J _ . _ . ~ < ti c ~ . . • ~ ~ ;:r- • ~ .~4y t _ . • ' ~ , , j - i ~ . . 4_' y ' * • ~r , « ' - ~ ;inc~l~ud~~i~nbg the paymen~t ~o~f,a'`vo~l - ~ it~ rniti~gatio~n, ,fee+bas.ed. on~ t:he ave~rage number of. AM/PM peak - .i ° , ho~ur~t~n.~ s, g~e.nerate ~ d ~bYfh,e ro o:se.d u~.s~e; ~o.r t6he~~co;n ;s~~ m,ctyio~n";of s stern~impr ve d receipt . ~ s P , .P ~P', z~.~ y o ments an . ~ ~'S - ^c., o~f~ja;co~rrespo~nding credi~t~to~wa~r;d!~fu~~.~e ~m~irteipg~a~t~i~~n~ ~~ees;: . ; , - • 4: ; :,Z ~ i~~ Liberty Lakie ,i~s d'ev4e?lop,in~g a b~uxs~~n~essr''~a~nd~~in~dus~t`i7~a'1~ `park west of and adjacent to Liberty . , , . - . L~~~'~e< Road ,and north of ~ ~~d adjacen~t~ to-~S~p~~=~g~.ue~~A,~_y~en~ue~ '~bet~wee.n Interstate-90 asnd Henry Road i~n , . s ~ 'ti,~ ? Spo-~ykarie County. 'Th,i,s property i~s wi~t~h7i;n'-t~he~~~~~ny~p~a tSsAr:e~as ~ ~ . ~ _ . 5 ♦ ~ . _ . -f[~5,• fAs ar•~condsi~ti,.o.ni~o~~t a~p{p,rova~l ~o~f~a~~b.~iIlk! ing sIit~e plan B~S~P~ 0; 96). and ch~ayn;g~e (of co.ndi°t~2ns ' ~ ~ 'r. ' - - e' - , - . ~ ' s ~~.rl, iibe~rt,y';L-ake apreed to, co~_~~ ~ ~ ~i~t ~the 9~~6~*18~t1~G; Z ~~.-39-8~2'C, and, ZE-3}~l~A~'7~8,)~for t.l~is~ - _ s ^ ~.o ' - , , b , . d~ Y'.' F s. „p~r~o~~jec~t,s~ite~~.to ~the- aP'1`.~~~ and pay m~i~ti~g~a~t~i~o~n~.f~ee-.s an.ci/~or c~ons~t7ru''c,t. specif ed xoadway irmprove,_mrenats. , . ; T_ ~ ~~k. I~n,~ad~dit~i~o~n~,s t~h~e, approval o~f t'he bi~nd;i~nsg;:s~i~t~e~,p~l~~,~; reqese,v~ery ~applicant for a buildin~g permit w~i~ ~Tn c.01 ~ ~ ;lywi'th the PTan and t~h.e `I`mi ac- . r. ` • - , f - - _ , . Isn c~o~ n ecat~i~on, wit~~i the proj~t, L~b~,~: ~~L~alce,i~n~ten~~d~s~~to~construct Phase II of Pr.oj ect 'E .imrt`he` • . . _s ~ _ ~ j_. +~~.`'--"z-?• f ' . - l;`~c~h~.c~al~s'yfo,r t~he c_onstr~uct~i;o~n~ ~o~f `~o~ ~s~tPar~D~rive. -iberty L _aake w1~l~l~ al~so ded'~icca~t~e (an .~d y ~ I~Y~ . I ~ riV . 1 r - ~ ~r -~f o r<i,g~ht=o'f wa for, t~hi~s~fuotut,.o~f~ ~ ~o. L~~ t~~. Vista D~ e ~to f;ve (5) ` d_~~e~s in z c: . ~ ~ - ~ ~ietu~~n"=t~~h~.erC' ''o~un~ty° wi1l vacate `He;n~ry L~i{be~rt"y, L l ~e wi~sh~~to speci'fy"hotw'~ ~ - - .r`-, x ' • , _ . < . . e 3 ~ . - - , . . - , ~ - . rovi,ded :for in the P~lari will be calc~ulated_ 1and L,ibe~ty~ake ~s cred~i~tT f T~ or -the costs o~f this proj,e'c:t;; ~ ~ ~ , • ~t ~ s - . ~p i~.v;=.'•_~ : _ _ , ~ - ~~s,, a~ ~:--.z;~ . . - - < • .h ~ »:~~"1+~ ti. . _ . . . ~"~,yg ~ ' . C, •.i:- r~~_~> 'j~ " . , • - ~ ~ ~ ' ~ .II~110O Ho ~F~O~RE, i~n co~nsid~era4tio~_n o~f tithe;x ~o~re~G o~i~n~g~-~yo ~ d~ .t~he mu al~ p:romi~.ses se,t forth~ be~low, ~ ; . , - ; . , ~ • - - . ; ' : ' , . . , . ~.cli' is he~re~by ac~,owbe, ~~y Laake ~and the County agree as foi~~lows~: z... ' , ' ~ • • - ~,Y i ` ~ ~ ~ - ' ~ wr t ~ . . . . • ~ : x ' . . , l' ~ ~M061 , ~ rr. .V~Ro'a~d~~n an Const~ruc-0t,v:-.'~.edli`caati~o,~~obf~R~e~~l%f=.ofr Wav. 1~ ^ ~ * ~ FS P'+ - - ` _ . . ~ I ag_ _ * _ . _ . _ . ] i _ ~ ~ • ; ]l y ~ i ' - _ , ~ ' _ _ _ ; . . F. _ ~ ~ .t • • •Y ~;1-' ' ~ 'Y . • , • t - i~IS {y~,T'` . ~ ~ a~ke wil=1 co~ns~ ;~_rc~t~ o~,~~n~tA~,~~ ViFst~a~D~r~i~ve~ froiberty Lake Drive -w es~t to 'i F Jfil~.edwith -the Co ty Engin e ce~v~nth. 'th~i~s ~ d ~sape~~ W unear ~ ; ~ _ _ - _ _ -t h- _ _,trl~'~ sY-~',,;~~;'-•-,1~ 'C'p Febru ~ 2 00 .l 997:,'~- ~~'~s~ d'esi~g-n s-al~l ~i ~ e~ ~revTi~evued~and: acce ~ted ~b~F:- the Coun rio.r to cons ~,'ctian. Y _ tY ~p l'1, ~be in ~accord~arice~vvith,~al~rl' ~app~l~i~c~a~~~l~e~•~'~`o~uny~t~y sta~ndards. ' . _ I N ' ~ ~ • _ r' I - ` _ :Y sl • 4'~• `•'rv . ~ ' , • ~ . Lib'erty -ake wi1~1'ded~i;caete+~t'o~~the C:~o~~a~~fy~;sue~ ~c~;i~,en9t ngyht, of way to wid'e-n theen~t~i~r;ety - •,t x - ~ . • , . t. ~ ~'~'rs~-`-~.`-~,., • ~ ' ~ , . fiy of Co ~ o~tery Vista~~D~ii,ve. to a f ve anez-~,'~ ~r~~rnc~pal~~a~te~n~aoint in the future. - _ • :~tt~~ ~ i a~ ~8_ ,~r.~',' a - _ " • . F~• Art ~ _ Tt ~ - - x ` ' ~ • . .s : ~ ` i w~ - _ „ ~ ~ M,~-' F. ~ ' ~ * t , . 1' rl~^= ` ~ A • I ~ ~ r.~, l ; . • ~ i a ` _ • 4 _ • - -~.1~,}, h F, , ~ co~ctio~n~,.;~un~try Vi~sta,Roa ~'~andd 'f ~Lake s~~ fio~tal c,o~sqt0 t, B ~ < ` ed'~catso~n~ o ` C~ _ " ' • w` ~i~j ~ l _ ~h 1 ~ J l.:tr . 1 , . i~c~h . . ~ ~ .~the right~'~of~wa~y`"~wh 'i s. t~e sub~ ~e c-0t: of a~gr ~ , ~ent;->'~wi~~l~l~`'be as follows: - - ' ~ , r~ ~L'~ ~ ~ - - - , 0r°"'' - . . ' . f-1,~,' ~ ~ ~-i'• ~ ~ r , . ~ ~ - ~ . Y , , ' _ , _ ' _ , 1 ~ - '~Y ~ -~~4•'' " ~ . " ~ ~ y i ~ ~ - ~ - • ;t - i- ~:1~ ' ' . , ' ~ ~ t ~ - ~ ~ - ~L~ , } • ~ ~ ^ t r ' ~;j~ :+F • " - - , . , •~cti,. • ~ - ~ ~r i - ~-~1:. , ~n~gi,n eer:in~gr,~ ,y'~• • - r ~ S ~j~~~ •j ~ ~ _~Fy~ ~ `S ' - _ - ~ . • . ` _ , _ ~ , _ ~ ~ • h .`k~4~~.~'nN~. , `~2`:~~ Constructikoln~ `3..., rqia~g~~e~n~t~~:$. . i ~n~,~~ S:iY- ~'-J iT~~' R . 1_ 'I . ' Co,nstruTcti;o~n '~4. ~.Right- o~f~ W ay ~ qNUi~t~,~ 4$ ~5 ~O~ther ~eosts~ - . .•~Fk~~ . - , - _ , , _ ' • ~ ~ ~ , , }~x+'~~~ 1 } ~ , ~ r• . - s _ ~-►a ' w..~,~. . 3 ~ T ' ~ + •t:r` q; ~ . ~ .(M ,h = f i " i .Y 2- . . _ ~`j.r• ` ~f 4 iI~ T - . . k'+i.,l •,~1 r~ ~Y-~~.t • ' , ' ' . ~ ~~;:'t~ ~~C ~~r 'f AT;~ ~ . . ~ , - - s ~ y~w 'FV~ ; il_ ~ - 1 _ _ _ ~ ~ _ ~ ' e . ! . • - •i'~ ' ' ~ . , ' R 41' ~ ~•~i~~ , . 'l t; , - I i , f' , . ~ ~ i~,-°Y•, ' _ y ~ y,,3 ~'t'~,' . ' :i ~ _~s ,'t. t t:1, _ ~ - ~+et: ~.~v- -z, :F ~ ~ • i .1 f - ' _ = 7 + I /~k • • " ~.T' ~ ~ 1 ~ ,y~~ f1•~~ti ~ '+T:~~./• .i• /a,.~S'~.i [;Y.x y~~ ~~i,..~ 41 ; TI ~ . - . ~ • . lltee;,., A.cze-okance bv Countv ~ V~ista Drive in writing, and assume responsibility for h~ea~C°o r~ ~ a~.ty a~grees. to acce.pt Country nidinntenance thereof, contingent on the follo+wing: ~ ~-~~a. --;T-he'County dete_rrriining that Country Vista Drive has been constructed in accordance Cou~nty. -s-u°brnitted to and approved' by the P j. s ~ ~L}~ -~i B , ► . . j _ `~+'~•Y.`wr~1,' 1`_ ~~~'~~y(,~,' r >'S Liiberty L ake praviding a,bi^if oMf sal:e tra_nsferring ownership of Country Vista Road • Ihe7Gounlty,.;ftee and clear of lall a'verse ctairns, licerises, and encumbrances. : r' =f ~s, _ ~ s ' • ~.'~r = ~ • . C'redit 16Li,bertv Lake. ~ - - , . ~ •~:>s,r;~j::~ ~ . , , ga.- • ~_~pan the Coun~ty s~ acce~iat~anc_er o:f Country Vista Road, Libearty L ake will receive a ~e toward fu~~ G~e,;rnit%gkat~i~on,.~fee:s~~thLat~wo~ul'~,d,o~tjherwise be owed under the Plan -o~r tah- . ~ - 's~~ . ondi eio~ns~;o~f ip~~proval of the ~b~ind~ingz~s~i~t~'e ~d c.l~i -a~nge in canditions d'escribed above,. ' F s_o~n d~d~icatwn?o'fT~ ~SE eadd'itional right-of-way to t_, e` County, Libe rly Lake will receive an addition-al credit s~: c• v,;~~;y,~_~~, , " , }`A;--xw~: ~ . ~b,. Liberty Lake's total credit will be applied against future mitigation fees as follows: _ - . • - a Y,'„~ • . F' •xl ~ ~ , ~~-1t~~ ~ ' ~ 1. Upon the application for a buil,ding perm~it for any work to be performed on - f' j the P ~ roP e ty localed. wsthin the area described in exhibit "A", the County will , . , ~ accarding to, the P"lan determine the amount, if any, of the mitigation fee that ~ - ~ rr- _ ` ~k_'t . shall be due. ~ 2. As the Coun9ty collects mitigatiori fees from building permit ap,plicants on property l:ocate;d within the ar,.ea described on Exhibit "A", the County' -shall gation fees. pay Liberty Lake 100% of the amount of these miti. ~ - ' ~ , r ~ 4•i ~ 3. The County will rn i' e all such reimib rsements to Liberty Lake within twenty , . . (20) days o,f the County's receipt of each mitigation fee. - ~ 4. These-payments,v,o`nt3inue -until Liuberty Lake has received the betnefirt-of its entire credit. ~t ` _ , _ , . . . _ . . . . . o4f'~th~~i~s~ a~gree ~ ~~ent;.''the o;u,tstandimg balance shall be increased~ by c~. O-n each anniversary ~ ~p~ursuant t~o the Harvard Roa'~,1Vliti~gati;on "P~~~°an. ' ~ .#i r "~Y'S._ . - " 'f 1'• . - ~s:, • ~ ;~'y~~'~y,"~~4~:'~~~ Gomnl.iance with Plan'an,' Co.ndwitions., ~ . ' y 5,r f •q<~~,~• ' :Tbn (e C~o runty agrees that ~ ~ iMberty Lake's exe.cution of this Agreernent, construction ~o~f the < , . t- . plr.. o-~ements~; and d'ed~ication of the right-of-way, together with the Co 'unty s,reirn:bu~rsement ~o,f alil ~ ` ~ . r _ . .~.r,. - 3 . ` • .il: -,x . , - . •j .1'r3j y:..t,~C~'\ - - ' •.rt 1 « ti_ ~ .+t ~y.~~ i • • ,Kt~ v,~ T: Y..~r?~',`~'LI 'r r~(~~ r ~ c,~ _ :`~r~^Y~ j ~~s}r~' . • ~ _ . 'f~• ~ ' ~ .:j` 'F• . t e ~.r ) ~T~ `r~ ! 1 y • ~ _ w7 ' 1 ~ ' ~-is, . , • Lake, constitutes comp,'iance with, +4~ e{ p,l'Wan, wi~~fh conditi~on number 12 of binding . f • , ~~'~Y s~i e pl ~ 50-96, and with condition nurnber 23 of ,thange of conditions ZE-69B-81 C, ZE-39A- ~~x h<£F~ , 82C,;y~anUd~2,&31kA-78. ~ _ . _ : • t` ' ' .01 -,A,er>al Terms. . , ~ ~ . i~~~~~'~' S~.'~'- ~ I ' / ' • 1 ,-~'+-~6 . , . . . J a.. - ; ' ~ ~o m,od'i~fication or ~ end~~ ~ ~en;t~ o~f %h ~ ~s~;Aag~reement shall be e _ffective unless executed S± T e Y, ~~~Y-C' ~~•l~. _ I •~L . r. _I~~. ~,M1,, ~ i' ~ , t , , . , y _ r~~ ifn writing with the sam~e~ fo: ~ra;l~i~~t1a~ttend'ant to.execution of this Agreement. 4•'11 ~k ,J,,~ ~rr ~ ~ 'J - . • ' _ : . , f ,~E7-~,,,~ , a . .::y'r - , t ' ' ~ ~ ~ ~ ~ This A.greement shal~l~, `'be b~nd~~n~g o~ri,~ d~i~ri~u~e to the beneft of the successo~rs and „~.it. Y, • - ~ f: '~.y.• 1~y~M y.a , ~1 . _ ~ 5 ~ ~ ~ y~ • } ~ ~ ~ =,',~~,~5,:~.~. ~ _ ~assign°s of the parties. . r;: :`'~~3;>~~ ca. T,hi,s A~greement -s 'al'~1 b.e-,-co~~n~st~ sriied~ ",i~n ~ac.cord,ance with the laws, of the ~state .of ,~:'y - ~ r . . , t'- .A ; ~ , . _ _ i--~-}:_ . . • , r P - ~~d , ~ ~ r Washington. Any ac`ti,o~n, ;fo~,.r e:nf~o~rcem'en~t ~of this Agreement shall be brought in a ~t• ~~,r _ . F court of competent j ,"sdict~i6A,in 'S,pokane C'ounty, Washington. ~.F.`:} .1~ , , . ~e- - 'a'>3~- ~T5~, 5 d. _ No waiver ~of ariy breacl% o~~ ~'th^~s Agreement shall be held to be a waiver of a~ ~y other otr subsequent breach. r V _t:I^A~ ~ Iir ~4+;; , • e ~ .t " ~ `~E• . . • -YI ~°_..~{^,flw~ ~L - ~ ~i_ ~ S~S~ I~REOF, the parties have ex~ecuted this Agreement effective as of the date written -~~~';~abov,eJ. ~ ~ - p S Si_. .i , " +C , • _ ' ~~4 ' LV _ ~,'Khb~3,_ -''~r•. 'S~ ~~,..~il~ • ` ~ A.~t •,,~'r' . ~ ,1~~ • i - ~ -Y~''}V~`~a$ O.~F~C~OLJNTY COMIVII.SS~IONERS OF - . CG UNTY, WASHINGTON ~ ._I , : Tr.:- t~• ~ - ~ ' -r-. - r - - C%al,rinan . 4~ . - ' - ~ 5 ~i ~ ~'K R~.~- ' . ~ ~ . ' ' _ ~ , ~ 41, A.+,~~~pyy -R'~t} • ' . • , ~..1 .l 1' ~ y T A ~ t " • ' ' W~'; ~hERTY ~L AKE INVESTMENTS - C. . : . ~~~~rmne: William Rademaker, Jr. ~ - • T• ~ E?i~ b:!~ ~ r r• r VX: • =T'i,f:l'e:'P,iesident . ~ ~ ' • V - r'~'.~. `i, r. ' ~ , ~ ' . . R. ~ • '`2c'irF",~ r • ' ~ iw,~.au,vxn.ACR . , ~ `h_• A . - y _ ' ; ~ F. ar,, • Y , S i; ' ~:c . . ~ ,~t~, 1ti:~y • ~ t: y `.;'4.'. ~ - - - - - _ , ~ _ - - $ ~ ° • ' • " • ,'y~~ ~ ''s• '~l~aX.in;~'~'-~^ ' -t ~ , ~ _ _ ¢ ~ -l. ~ ~,'i..y,.~._3.:_ _ ` • . ~ • . ~ SPOKANE COUNTY HEARING EXAlVIINER RE: Zone Reclassification from the ) FINDINGS OF FACT, Community Business (B-2) and ) CONCLUSIONS, Industrial Park (I-1) Zones to Light ) AND DECISION Industrial (I-2) Zone ) . Applicant: Crown West Realty ) RECpVED File No.: ZE-2-97 ) ~991 ,}UL 11 1. SIJNEMLARY OF PROPOSAL AND DECISION CoM ~Qeeria~ Proposal: Zone reclassification from the Community Business (B-2) and Industrial Park (I-1) zones to the Light Industrial (I-2) zone, for development of a hotel, restaurants, offices and those uses allowed in the Light Industrial (I-2) zone. Decision: Approved, subject to conditions. II. FIi~1DINGS OF FACT AND CONCLUSIONS The Hearing Examiner has reviewed the zone reclassification application and the evidence of record, and hereby adopts the following findings of fact and conclusions: A. GENERAL INFORMATIUN: Applicant: F. J. Dullanty, 1100 U. S. Bank Building, Spokane, WA 99201 Owner: Crown West Realty, 3808 North Sullivan, Bldg. N-15, Spokane, WA 99201 Agent: Frank Ide, Taylor Engineering, 106 West Mission, Spokane, WA 99201 Address: 3808 North Sullivan Road Location: Generally located east of and adjacent to Sullivan Road, approximately 1,600 feet south of Trent Road in the SW of Section 1, Township 25 North, Range 44 E;WM, Spokane County, Washington. Legal Description: That portion of the SW 1/4 of Section 1, Township 25 Nurth, Range 44 E.W.M., Spokane County, Washington described as follows: Commencing at the Northwest corner of the SW 1/4 of said Section 1, thence S. 00°35'S6" E., along the West line of said Section 1, 660.30 feet; thence S.89049'36" E., 522.25 feet, to the True Point of Beginning of this description; thence continue S.89049'36" E., 303.75 feet; thence . S.00°03'31" W., 1219.39 feet; thence N.89°49'36" W., 518.00 feet; thence N. 00°03'31" E., HE Findings, Conclusions and Decision ZE-2-97 Page 1 • ~J ~ Access to the site would be provided directly from Sullivan Road, the existing private roads and internal access easements. The Washington State Department of Transportation has requested that the applicant mitigate the impact of the project on SR-290. County Engineering has requested that the applicant make road improvements and dedicate right of way along Sullivan Road, and fund pedestrian signalization and movement of traffic signals at Sullivan Road and Kiernan AvenueB Street, near the northwest comer of the site. The proposal will be served by public sewer and water, and modem utilities. If approved, the land would remain divided according to an earlier binding site plan approved for the site, with the new rezone conditions replacing the old binding site plan conditions. A binding site plan application would need to be filed to allow any further division of the site. B. PROCEDURAL INFORI~TATION: Applicable Zoning Regulations: Spokane County Zoning Code Chapters 14.402 and 14.632. Hearing Date and Location: April 16, 1997; Spokane County Public Works Building, Lower Level, Commissioners Assembly Room, 1026 West Broadway, Spokane, WA. Notices: Mailed: March 31, 1997 by applicant Posted: March 31, 1997 by applicant Published: March 28, 1997 Compliance: The legal requirements for public notice have been met. Hearing Procedure: Pursuant to Resolution Nos. 96-0171 (Hearing Examiner Ordinance) and 96-0294 (Hearing Examiner Rules of Procedure). Testimony: Francine Shaw Pat Harper Division of Building and Planning Division of Engineering and Roads 1026 West Broadway 1026 West Broadway Spokane, WA 99260-0240 Spokane, WA 99260 Charles Studer F. J. Dullanty, 7r. Spokane County Air Pollution Witherspoon, Kelley, Davenport & Toole 1101 West College 1100 U. S. Bank Building Spokane, WA Spokane, WA 99201 Richard Rollnick, President Greg Fig~ Crown West Realty WA State Department of Transportation 4225 South Ball Drive 2714 North Mayfair Veradale, WA 99037 Spokane, WA 99207 Items Noticed: Spokane County Comprehensive Plar., Zoning Code, County Code, County Standards for Road and Sewer Construction, Spokane County Hearing EYaminer Committee decision dated 11-15-94 in File No. ZE-41-94, and Resolution Nos. 96-0171 and 96-0294. HE Findings, Conclusions and Decision ZE-2-97 Page 3 . adverse impacts upon existing infrastructure and provide necessary landscaping and buffering. The ' Industrial category discourages strictly non-industrial proposals unless it is shown that the land involved is near other non-industrial land use categories, that there is sufficient remaining land in the Industrial category to meet existing or near future industrial needs, and the proposal is compatible with existing or potential industrial uses through buffering or suitable development covenants. See Decision Guideline 7.2.5. Buffering is recommended between proposed and existing development, particularly when heavy industrial development is located adjacent to light industrial or commercial uses. See Decision Guidelines 7.1.4 and 7.2.2. The property is also located within the Urban Impact Area (UTA) designated in the Comprehensive Plan. This is an area where growth, development and higher intensities of land use are encouraged. Comprehensive Plan, Objective 14.1.a. The LJIA section of the Comprehensive Plan indicates that traditional urban problems such as incompatible land uses, environmental pollution and traffic congestion will be managed with greater attention to the general public's well-being inside the UTA. Comprehensive•Plan, Objective 14.1.e. . c. Consistency of proposal with applicable policies The applicant proposes to rezone the site to the Light Industrial (I-2) zone, for development of a 59-room hotel, restaurants, office and other unspecified uses allowed in the I-2 zone. The Staff Report expressed concem that the proposal could be developed with strictly commercial uses, in a manner inconsistent with the policies of the Industrial category. However, the Staff Report also found that the proposal was consistent with the majority of the policies of such category, and recommended approval of the proposal. No opposition was expressed to the proposal at the public hearing. A letter of opposition dated February 18, 1997 was received from Rogers Machinery Company, Inc., which opposed the project because of its non-industrial nature. Such industrial use is located southeast of the site, along Euclid Avenue. The Spokane County Air Pollution Control Authority also expressed concern that toxic emissions or offensive odors from industrial uses that could be developed on the site might create conflicts with other uses on the site, such as the proposed hotel. Zoning Code 14.632. 100 1ays out the purpose and intent of the I-2 zone as follows: The purpose of the I-2 zone is to meet the needs for industrial land identified in the Industrial category of the Comprehensive Plan. Industrial uses in this zone will include processing, fabrication, light assembly, freight handling and similar operations of a non-offensive nature. It i.s the intent of the I-2 zone to allow for those uses by making , them compatible with surrounding uses. General characteristics of these areas include paved roads and sidewalks, public sewer and water, a full line of public services incltrding mannedfire protection and public transit accessibility. The record reflects that in 1994, the westerly 13.7 acres of the site was rezoned from the Heavy Industrial(I-3) zone to the Community Business (B-2) zone, for offices, retail sales, restaurant and other B-2 uses; while the easterly 7.8 acres were rezoned from the I-3 zone to the Industrial Park (I-1) zone, for light assembly, offices and those uses allowed in the I-1 zone. See Hearing Exami.ner Committee decision in File No. ZE-41-94, dated 11-18-94. The Hearing HE Findings, Conclusions and Decision ZE-2-97 Page 5 . ~ . category recommending consistency with adopted transportation, water, sewer, utility and other infrastructure policies. The main concern of the Examiner is the location of the hotel near industrial uses that would generate noise, light, odor or traffic conflicts for the hotel. The SCAPCA conditions outlined in the Examiner's May 1, 19971etter to the applicant should resolve most concerns regarding potential odor and noise conflicts. The additional landscaping required by Zoning Code 14.802.220, for parking lots and where parking lots front along an adjacent public or private right of way, will help assure adequate buffering between uses. The Hearing Examiner has also added a condition requiring that the hotel on the site be buffered from any lawful negative land use impacts generated by industrial uses located near the hotel, and that any industrial uses located on the site must be compatible with other uses located on the site. 2. Conditions in the area in which the property is located have changed substantiallv since the, nrooertv was last zoned. In applying the changed circumstances test, courts have looked at a variety of factors, including changed public opinion, changes in land use patterns in the area of the rezone proposal, and changes on the property itself. The Zoning Code references changes in "economic, technological or land use conditions" as factors that will support a rezone. Spokane County Zoning Code Section 14.402.020 (2). Washington courts have not required a"strong" showing of change. The rule is flexible, and each case is to be judged on its own facts. Bassani v. Countv Commissioners, 70 Wn. App. 389, 394 (1993). Recent cases have held that changed circumstances are not required for a rezone if the proposed rezone implements policies of a comprehensive plan. Biarnson. at 846; Save Our Rural Environment v. Snohomish Countv, 99 Wn.2d 363, 370-371 (1983). As discussed above, the proposal is generally consistent with the Comprehensive Plan. There is also evidence of changed conditions in the area since the last zoning of the site, including the 1996 amendment to the Zoning Code allowing general B-3 and other new commercial uses to the I-2 zone. . 3. The nronosed rezone bears a substantial relationship and is not detrimental to the Aublic health. safetv and eeneral welfare. General consistency with a local government's comprehensive plan is relevant in determining whether a rezone bears a substantial relationship to the public welfare. Bassani, at 396-98. As noted, the proposal generally conforms to the Comprehensive Plan. Little opposition was expressed to the proposal. The proposed commercial uses in the proposal, which are in proximity to Sullivan Road, will likely be buffered from adjacent uses by light industrial or warehouse uses. . HE Findings, Conclusions and Decision ZE-2-97 Page 7 3. A parking plan and traffic circularion plan shall be subnutted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard engineering practices. Paving or surfacing as approved by the County Engineer will be required for any portion of the project which is to be occupied or traveled by vehicles. 4. Construction of the roadway improvements stated herein shall be accomplished as approved by the Spokane County Engineer. 5. The County Engineer has designated a 6 Lane Principal Roadway Section for the improvement of Sullivan Road which is adjacent to the proposed development. This will require the addition of approximately 16 feet of asphalt along the froi:tage of the development. Curbing and sidewalk must also be constructed. 6. All required improvements shall conform to the current State of Washington Standard Specifications for Road and Bridge construction and other applicable county standards and/or adopted resolutions pertaining to Road Standards and Stormwater Management in effect at the date of construction, unless otherwise approved by the County Engineer. - 7. Access to Sullivan Road shall be limited to that as proposed in the site plan of record until such time as specifically authorized by the Spokane County Engineer. This approach may be limited to right-in/right-out based on traffic volume and the ability of drivers to make safe full movement turns at this location of Sullivan Road at some time in the future. 8. Roadway standards, typical roadway sections and drainage plan requirements are found in Spokane Board of County Commissioners resolution 95-0498 as amended and are applicable to this proposal. 9. No construction work is to be performed within the existing or proposed right of way until a permit has been issued by the County Engineer. All work within the public road right of way is subject to inspection and approval by the County Engineer. 10. All required construction within the existing or proposed public right of way is to be completed prior to the release of a building permit or a bond in an amaunt estimated by the County Engineer to cover the cost of construction or improvements shall be filed with the County Engineer. 11. The applicant should be advised that there may exist utilities either underground or overhead affecting the applicants property, including property to be dedicated or set aside future acquisition. Spokane County will assume no financial obligation for adjustments or relocation regarding these utilities. The applicant should check with the applicable utilities and Spokane County Engineer to deternune whether the applicant or utility is responsible for adjusfiment or relocation costs and to make arrangements for any necessary work. 12. The applicant shall grant applicable border easements adjacent to Spokane County right of way per Spokane County Standards. 13. Applicant shall dedicate 7 feet on Sullivan Road for right of way purposes along the frontage of the development. HE Findings, Conclusions and Decision ZE-2-97 Pag e 10 14. The applicant shall enter into a"Developer Agreement" to provide fees for pedestrian signalization and movement of existing standards for the existing signals at Sullivan Road and Kiernan AvenueB Street. Said agreement shall include timing of construction by the applicant of all roadway infrastructure specified herein and fees not to exceed $40,000 for the aforementioned pedestrian signalization and movement of existing signal standards. Such agreement is regarded as a site improvement and does not need to comply with the requirements of RCW 82. 02. 030. SPOKANE COUNTY HEALTH DISTRICT 1. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 2. Water service shall be coordinated through the Director of Utilities, Spokane County. 3. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Health. 4. A public sewer system will be made available for the project and individual service will be provided to each lot. Use of individual on-site sewage disposal systems shall not be authorized. 5. Use of private wells and water systems is prohibited. SPOKANE COUNTY DIVISION OF UTILITIES 1. A wet (live) sewer connection to the area-wide Public Sewer System is to be constructed. Sewer connection permit is required. 2. Applicant shall submit expressly to Spokane County Utilities Department "under separate cover" only those plan sheets showing sewer plans and specifications for the public sewer connections and facilities for review and approval. 3. The plans shall be submitted prior to the issuance of the sewer connection permit. 4. Arrangements for payments of applicable sewer charges must be made for prior to issuance of sewer connection permit. 5. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended and as applicable. HE Findings, Conclusions and Decision ZE-2-97 Page 11 DATED this 30' day of June, 1997. SPOKANE COUNTY HEARING EXAIvILNER / . " ~ C MicWael C. Dempsey, WSBA #8" NOTICE OF FINAL DECISION AND NOTICE OF RIGI3T TO APPEAL Pursuant to Spokane County Resolution Nos. 96-0171 and 96-0632, the decision of the Hearing Examiner on an application for a zone reclassification and accompanyiag SEPA determination is final and conclusive unless within ten (10) calendar days from the Examiner's written decision, a party of record aggrieved by such decision files an appeal witb tbe Board of County Commissioners of Spokane County, Washington. However, RCW 36.70B.110 (9) indicates that administrative appeals of county land use decisions and SEPA appeals shall be filed with the legislative body within fourteen (14) calendar days of the date of the decision. This decision was mailed by certified mail to the Applicant on June 30, 1997. DEPENDING ON WHICH APPEAL PERIOD REFERENCED ABOVE I.EGALLY APPLIES, THE APPEAL CLOSING DATE IS EITHER JULY 10,1997 OR JULY 14, 1997. The complete record in this matter, including this decision, is on file during the appeal period with the Office of the Hearing Examiner, Third Floor, Public Works Building, 1026 West Broadway Avenue, Spokane, Washington, 99260-0245. The file may be inspected during normal working hours, listed as Monday - Friday of each week, except holidays, between the hours of 8:00 a.m. and 4:30 p.m. Copies of the documents in the record will be made available at the cost set by Spokane County ordinance. HE Findings, Conclusions and Decision ZE-2-97 Page 13 t`r N k SPOKANE COUNTY HEARING EXAIVIINER RE: Zone Reclassification from the ) FINDINGS OF FACT, Community Business (B-2) and ) CONCLUSIQNS, Industrial Park (I-1) Zones to Light ) AND DECISION Industrial (I-2) Zone ) Applicant: Crown West Realty ) RECpVED File No.: ZE-2-97 ) ~997 ,~U ~ 11 1. SIJNLtiiARY OF PROPOSAL AND DECISION geuto Eutpeecice Proposal: Zone reclassification from the Community Business (B-2) and Industrial Park (I-1) zones to the Light Industrial (I-2) zone, for development of a hotel, restaurants, offices and those uses allowed in the Light Industrial (I-2) zone. Decision: Approved, subject to conditions. II. FINDINGS OF FACT AND CONCLUSIONS The Hearing Examiner has reviewed the zone reclassification application and the evidence of record, and hereby adopts the following findings of fact and conclusions: A. GENERAL INFORMATION: Applicant: F. J. Dullanty, 1100 U. S. Bank Building, Spokane, WA 99201 Owner: Crown West Realty, 3808 North Sullivan, Bldg. N-15, Spokane, WA 99201 Agent: Frank Ide, Taylor Engineering, 106 West Mission, Spokane, WA 99201 Address: 3808 North Sullivan Road Location: Generally located east of and adjacent to Sullivan Road, approximately 1,600 feet south of Trent Road in the SW of Section 1, Township 25 North, Range 44 EWM, Spokane County, Washington. Legal Description: That portion of the SW '/4 of Section 1, Township 25 Nurth, Range 44 E.W.M., Spokane County, Washington described as follows: Commencing at the Northwest comer of the SW '/4 of said Section 1, thence S. 00°35'S6" E., along the West line of said Section 1, 660.30 feet; thence S.89°49'36" E., 522.25 feet, to the True Point of Beginning of this description; thence continue S.89°49'36" E., 303.75 feet; thence . S.00003'31" W., 1219.89 feet; thence N.89°49'36" W., 518.00 feet; thence N. 00°03'31" E., HE Findings, Conclusions and Decision ZE-2-97 Page 1 Access to the site would be provided directly from Sullivan Road, the existing private roads and internal access easements. The Washington State Department of Transportation has requested that the applicant mitigate the impact of the project on SR-290. County Engineering has requested that the applicant make road improvements and dedicate right of way along Sullivan Road, and fund pedestrian signalization and movement of traffic signals at Sullivan Road and Kiernan Avenue/B Street, near the northwest corner of the site. The proposal will be served by public sewer and water, and modem utilities. If approved, the land would remain divided according to an earlier binding site plan approved for the site, with the new rezone conditions replacing the old binding site plan conditions. A binding site plan application would need to be filed to allow any further division of the site. B. PROCEDURAL TNFO%MATION: Applicable Zoning Regulations: Spokane County Zoning Code Chapters 14.402 and 14.632. Hearing Date and Location: April 16, 1997; Spokane County Public Works Building, Lower Level, Commissioners Assembly Room, 1026 West Broadway, Spokane, WA. Notices: Mailed: March 31, 1997 by applicant Posted: March 31, 1997 by applicant Published: March 28, 1997 Compliance: The legal requirements for public notice have been met. Hearing Procedure: Pursuant to Resolution Nos. 96-0171 (Hearing Examiner Ordinance) and 96-0294 (Hearing Examiner Rules of Procedure). Testimony: Francine Shaw Pat Harper Division of Buildin~ and Planning Division of Engineering and Roads , 1026 West Broadway 1026 West Broadway Spokane, WA 99260-0240 Spokane, WA 99260 Charles Studer F. J. Dullanty, Jr. Spokane County Air Pollution Witherspoon, Kelley, Davenport & Toole 1101 West College 1100 U. S. Bank Building Spokane, WA Spokane, WA 99201 Richard Rollnick, President Greg Figa Crown West Realty WA State Department of Transportation 4225 South Ball Drive 2714 North Mayfair Veradale, WA 99037 Spokane, WA 99207 Items Noticed: Spokane County Comprehensive Plan, Zoning Code, County Code, County Standards for Road and Sewer Construction, Spokane County Hearing Examiner Committee decision dated 11-18-94 in File No. ZE-41-94, and Resolution Nos. 96-0171 and 96-0294. HE Findings, Conclusions and Decision ZE-2-97 Page 3 .y♦ adverse impacts upon existing infrastruchu'e and provide necessary landscaping and buffering. The ' Industrial category discourages strictly non-industrial proposals unless it is shown that the land involved is near other non-industrial land use categories, that there is sufficient remaining land in the Industrial category to meet existing or near future industrial neetis, and the proposal is compatible with existing or potential industrial uses through buffering or suitable development covenants. See Decision Guideline 7.2.5. Buffering is recommended between proposed and existing development, particularly when heavy industrial development is located adjacent to light industrial or commercial uses. See Decision Guidelines 7.1.4 and 7.2.2. The property is also located within the Urban Impact Area (UTA) designated in the Comprehensive Plan. This is an area where growth, development and higher intensities of land use are encouraged. Comprehensive Plan, Objective 14.1.a The UTA section of the Comprehensive Plan indicates that traditional urban problems such as incompatible land uses, environmental pollution and traffic congestion will be managed with greater attention to the general public's well-being inside the UTA. Comprehensive Plan, Objective 14.1.e. c. Consistency of proposal with applicable policies The applicant proposes to rezone the site to the Light Industrial (I-2) zone, for development of a 59-room hotel, restaurants, office and other unspecified uses allowed in the I-2 zone. The StaffReport expressed concem that the proposal could be developed with strictly commercial uses, in a manner inconsistent with the policies of the Industrial category. However, the Staff Report also found that the proposal was consistent with the majority of the policies of such category, and recommended approval of the proposal. No opposition was expressed to the proposal at the public hearing. A letter of opposition dated February 18, 1997 was received from Rogers Machinery Company, Inc., which opposed the project because of its non-industrial nature. Such indusfirial use is located southeast of the site, along Euclid Avenue. The Spokane County Air Pollution Control Authority also expressed concem that toxic emissions or offensive odors from industrial uses that could be developed on the site might create conflicts with other uses on the site, such as the proposed hotel. Zoning Code 14.632.1001ays out the purpose and intent of the I-2 zone as follows: The purpose of the I-2 zone is to meet the needs for industrial land identified in the Industrial category of the Comprehensive Plan. Industrial uses in this zone will include processing, fabrication, light • assembly, freight handling and similar operations of a non-offensive nature. It is the intent of the I-2 zone to allow for those uses by making . them compatible with surrounding uses. General characteristics of these areas include paved roads and sidewalks, public sewer and water, a full line of public services incltrding manned fre protection and public transit accessibility. The record reflects that in 19941 the westerly 13.7 acres of the site was rezoned from the Heavy Industrial (I-3) zone to the Community Business (B-2) zone, for offices, retail sales, restaurant and other B-2 uses; while the easterly 7.8 acres were rezoned from the I-3 zone to the Industrial Park (I-1) zone, for light assembly, offices and those uses allowed in the I-1 zone. See Hearing Examiner Committee decision in File No. ZE-41-94, dated 11-18-94. The Hearing HE Findings, Conclusions and Decision ZE-2-97 Page 5 . category recommending consistency with adopted transportation, water, sewer, utility and other infrastructure policies. The main concem of the Examiner is the location of the hotel near industrial uses that would generate noise, light, odor or traffic conflicts for the hotel. The SCAPCA conditions outlined in the Examiner's May 1, 19971etter to the applicant should resolve most concems regarding potential odor and noise conflicts. The additional landscaping required by Zoning Code 14.802.220, for parking lots and where parking lots front along an adjacent public or private right of way, will help assure adequate buffering between uses. The Hearing Examiner has also added a condition requiring that the hotel on the site be buffered from any lawful negative land use impacts generated by industrial uses located near the hotel, and that any industrial uses located on the site must be compatible witb other uses located on the site. 2. Conditions in the area in which the property is located have changed substantiallv since the nronertv was last zoned. ~ _ In applying the changed circumstances test, courts have looked at a variety of factors, including changed public opinion, changes in land use pattems in the area of the rezone proposal, and changes on the property itself. The Zoning Code references changes in "economic, technological or land use conditions" as factors that will support a rezone. Spokane County Zoning Code Section 14.402.020 (2). Washington courts have not required a"strong" showing of change. The rule is flexible, and each case is to be judged on its own facts. Bassani v. Countv Commissioners, 70 Wn. App. 389, 394 (1993). Recent cases have held that changed circumstances are not required for a rezone if the proposed rezone implements policies of a comprehensive plan. Biarnson, at 846; Save Our Rwral Environment v. Snohomish Countu, 99 Wn.2d 363, 370-371 (1983). . As discussed above, the proposal is generally consistent with the Comprehensive Plan. There is also evidence of changed conditions in the area since the last zoning of the site, including the 1996 amendment to the Zoning Code allowing general B-3 and other new commercial uses to the I-2 zone. 3. The nronosed rezone bears a substantial relationship and is not detrimental to the vublic health. safetv and Qeneral welfare. General consistency with a local government's comprehensive plan is relevant in determining whether a rezone bears a substantial relationship to the public welfare. Bassani, at 396-98. As noted, the proposal generally conforms to the Comprehensive Plan. Little opposition was expressed to the proposal. The proposed commercial uses in the proposal, which are in proximity to Sullivan Road, will likely be buffered from adjacent uses by light industrial or warehouse uses. HE Findings, Conclusions and Decision ZE-2-97 Page 7 - 3. A parking plan 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 engineering practices. Paving or surfacing as approved by the County Engineer will be required for any portion of the project which is to be occupied or traveled by vehicles. 4. Construction of the roadway improvements stated herein shall be accomplished as approved by the Spokane County Engineer. 5. The County Engineer has designated a 6 Lane Principal Roadway Section for the improvement of Sullivan Road which is adjacent to the proposed development. This will require the addition of approxunately 16 feet of asphalt along the froi:tage of the development Curbing and sidewalk must also be constructed. 6. All required improvements shall conform to the current State of Washington Standard Specifications for Road and Bridge construction and other applicable county standards andlor adopted resolutions pertaining to Road Standards and Stormwater Management in effect at the date of construction, unless otherwise approved by the County Engi.neer. - 7. Access to Sullivan Road shall be limited to that as proposed in the site plan of record until such time as specifically authorized by the Spokane County Engineer. This approach may be limited to right-in/right-out based on traffic volume and the ability of drivers to make safe full movement turns at this location of Sullivan Road at some time in the future. 8. Roadway standards, typical roadway sections and drainage plan requirements are found in Spokane Board of County Commissioners resolution 95-0498 as amended and are applicable to this proposal. 9. No construction work is to be performed within the existing or proposed right of way until a permit has been issued by the County Engineer. All work within the public road right of way is subj ect to inspection and approval by the County Engineer. 10. All required construction within the existing or proposed public right of way is to be completed prior to the release of a building permit or a bond in an amount estimated by the County Engineer to cover the cost of construction or improvements shall be filed with the County Engineer. 11. The applicant should be advised that there may exist utilities either underground or overhead affecting the applicants property, including property to be dedicated or set aside future acquisition. Spokane County will assume no financial obligation for adjustments or relocation regarding these utilities. The applicant should cbeck with the applicable utilities and Spokane County Engineer to determine whether the applicant or utility is responsible for adjustmerxt or relocation costs and to make arrangements for any necessary work. 12. The applicant shall grant applicable border easements adjacent to Spokane County right of way per Spokane County Standards. 13. Applicant shall dedicate 7 feet on Sullivan Road for right of way purposes along the frontage of the development. HE Findings, Conclusions and Decision ZE-2-97 Page 10 ..r - 14. The applicant shall enter into a"Developer Agreement" to provide fees for pedestrian signalization and movement of existing standards for the existing signals at Sullivan Road and Kiernan AvenueB Street. Said agreement shall include timing of construction by the applicant of all roadway infrastructure specified herein and fees not to exceed $40,000 for the aforementioned pedestrian signalization and movement of existing signal standards. Such agreement is regarded as a site improvement and does not need to comply with the requirements of RCW 82. 02. 030. SPOKANE COUNTY HEALTH DISTRICT 1. Sewa~e disposal method shall be as authorized by the Director of Utilities, Sgokane County. 2. Water service shall be coordinated through the Director of Utilities, Spokane County. 3. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Deparkment of Health. 4. A public sewer system will be made available for the project and individual service will be provided to each lot. Use of individual on-site sewage disposal systems shall not be authorized. 5. Use of private wells and water systems is prohibited. SPOKANE COUNTY DIVISION OF UTILITIES 1. A wet (live) sewer connection to the area-wide Public Sewer System is to be constructed. Sewer connection permit is required. 2. Applicant shall submit expressly to Spokane County Utilities Department "under separate cover" only those plan sheets showing sewer plans and specifications for the public sewer connections and facilities for review and approval. 3. The plans shall be submitted prior to the issuance of the sewer connection permit. 4. Arrangements for payments of applicable sewer charges must be made for prior to issuance of sewer connection permit. 5. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended and as applicable. HE Findings, Conclusions and Decision ZE-2-97 Page 11 y' ^ DATED this 30' day of June, 1997. SPOKANE COUNTY HEARING EXANIINER MicWael C. Dempsey, WSBA #8l NOTICE OF F'INAL DECISION A~~1D NOTICE OF RIGHT T4 APPEAL Pursuant to Spokane County Resolution Nos. 96-0171 and 96-0632, the decision of the Hearing Examiner on an application for a zone reclassification and accompanying SEPA determination is final and conclusive unless within ten (10) calendar days from the Examiner's written decision, a party of record aggrieved by such decision files an appeal with the Board of County Commissioners of Spokane County, Washington. However, RCW 36.70B.110 (9) indicates that administrative appeals of county land use decisions and SEPA appeals shall be filed with the legislative body within fourteen (14) calendar days of the date of the decision. This decision was mailed by certified mail to the Applicant on June 30, 1997. DEPENDING ON WHICH APPEAL PERIOD REFERENCED ABOVE LEGALLY APPLIES, THE APPEAL CLOSING DATE IS EITHER JULY 107 1997 OR JULY 14, 1997. The complete record in this matter, including this decision, is on file during the appeal period with the Office of the Hearing Examiner, Third Floor, Public Works Building, 1026 West Broadway Avenue, Spokane, Washington, 99260-0245. The file may be inspected during normal working hours, listed as Monday - Friday of each week, except holidays, between the hours of 8:00 a.m. and 4:30 p.m. Copies of the documents in the record will be made available at the cost set by Spokane County ordinance. HE Findings, Conclusions and Decision ZE-2-97 Page 13 . , . . (110) - . . , . _ ~ -,.-CHE0K-6ATE': 05/22/98 CHECK NO.*: 006344 ~ Invoice No. Inv. Date Amount Discount Description ~ Voucher No. Net Amount 1 2662 05/01/98 40,000.00 0.00 05564 40,000.00 t f ; TOTA L 40,000.00 0.00 40,000.00 (110) _ _ . ~ : SeaFirst Bank 19-2 ' CROWN WEST REALTY, L.L.C. E 12816 Sprague 1250 ~ 3808 N SULLIVAN ROAD Spokai:e, WA 99216 b BLDG N-15 . ~ ~ SPOKANE, WA 99216 . ~ pATF CIIECK NO. AbtOUNT . 05/22/98 006344 ****40,000.00* FORTY THOUSAND AND NO/100 DOLLARS PAY - OFiDEROF SPOKANE COUNTY ENGINEERS - W 1026 BROADWAY AVE SPOKANE, WA 99260 r ; n ~ - _ . _ _ . _ . ii'006 344ll' 1: L 2 50000 2L.i: 68000 4 L 3ii' ~ ~ . ~ ~ ~ ~ . S jq(, ~ I~~ ' . . : . . - - • - - . - - . . . .s-~- . :lf:{.f.ti:• ...'.V:fJ..~...~ :•~••~y:........J.•:: ••~~•••~~Y•fMYVJ. •:1•::f VJ..~... :.1•.1LY1::•.V::lf•: e W TAYLOR ENGINEERING, INC. ...:•:1{~ • ti ~~..}r~.•~ ~~`:ti ~~.`;~N~~~`~A~:~►~~:`.~`~~.:!.';..:•..: i::::•:. .::.:r..: f ~ ~ •:•::.v~.:i: -:.:.:a: :•::::~?::::t r}:;•.::?: ~:;;rxr ~ >:;•::::;~i}C<?.;.; ; ~ P W. 106 Mission Ave Spokane, Washington 99201-2345 PH: (509) 328-3371 DaTE: JoB. rro. FX: (509) 328-8224 AML: To: vW ?~f elW/LS. RE: s'GC[-41114A) -.Ro.4o Gs/1,046•t/rrA*- - ~ (9? Cl,?OWr) Cile 5 r- 1,Z1,0a57' /MeX- NYE ARE SENDLYG YOU ~ ATTACHED WDER SEPARATE COVER VLA /WNO ~A,Q,P.q TEIE FOLLOVVLNG TTEMS: / SHOP DRANVPi iGS PRLYTS ~V( PLA.\S ~ I ANALYSIS COPY OF LETI'ER CH4VGE ORDER DLSti SPECIFICATIONS F - . . • . . . . . . ..n . • . ti~r•::.::.{•:/.•: ....~.ti . •.::?:.~i ' ' :•:vii: ~v::i.. •?:'•::•Y:7}::~•.:4:~{:' r. . . . ..ti ti . . . . • . 'i}i r.v. ~:-:~r:•:t?.. ~?'r''~:{C~ ~ ' • v._: . . . ~~1[~ • ~ - v.w:: r}:•i??......... i:~ ~'~:•$i:: ir:{ti . . • . i. • ~,v ~t~ . . . ~ ~r ~ : v.. v::: w. ~ wr:: ~ ..v . ( :.ti •r~: . . . . . ti . . . . . . . . . . : ti : : . ~ v: • . r: ~ C . ~ .tivY~' }i: r. ::v :~'r::~: . . . r . v :::r.....:: :v ; . v • " . . ''r:ti'::v:i-.4: } , h^~'{tii{•: ~ ~ : •v... . . . . ...r..... v"'..:.:~:. . ...r. . . .if4iV . ~ ~:•:v~' .r.... _ . ..~tQ~fA~N . ..rr.{~.. ......r.........~.{...-....~!~!;l~. ...:~7$.'ri'ri'r;::.}':r •:n..::::.~v}}::i:~' . ...:.ti•:}}.. ....~.ti..... . . . ' ' . . . ~ ~ , . ' . . . ~ , .r.. v R, Zhvt~~ ~ v~e I ~ Ja~ . . THFSE ARE SL'BNIITTED AS CHECI:ED BELON: • ~ FOR APPROVAI, APPROVED AS SUI3NIITTED RESUBiNIIT COPIFS FOR APPROVAL FOR YOLTR USE APPROVED AS NOTED SUBMTf COPEES FOR DISTRIBU7IOiN AS REQUESCED RE'I'IJRNED FOR CORRECTIOYS RETUaN CORRECTED PRLNTS FOR REYIEW A.\'D CO~~fEN'T ~ ~ . RIErIAR:s: .Dou.5~ ~/vE Ooo,46 A Cs9l.G ~'s~~ ~s . .~NyT.c/i~J~ ~G~ ✓y~cv N&6jV, COPY TO: SIGNED: ~ ~.i FORMS/LOT.XLS/022196 . . . • • • , x . ` ~ , J;:. _ . • ' . - ' ' - ' - - . . o - - . • . . . . . . • . . . . . ' . . . A' . . . ' _ • - • j I w S P O K A N E C O U N T X DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director September 10, 1997 Mark Switzer, P.E. Taylor Engineering, Inc. 106 W. Mission Spokane, Washington 99201 Re: Design Deviation for Crown West Realty Project, 3808 N. Sullivan, BSP 39 Dear Mark, The deviation for this project has been approved. A copy of the approved deviation is enclosed. Please note the conditions of approval attached to the deviation. In addition, please call out on the plans that the handicap ramps at the corner must conform to Spokane County Standard A-5, Design B. You'll notice that Bill Johns, County Engineer, thought that the ramps didn't look quite right. _ Please call if you have any questions regarding these comments. Sincerely, William A. Johns, P.E. Coun Engineer ~ ~ Doug ~usko, E.I. T. Plans Review Engineer . , copy. File 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 - , . ~ 2 ~ R.EQUEST FOR DESIGN DEVIATION ~ $30.00 . . t. _ " V F • . , DAT'E Ru-gust 25, 1997 ~,N~tii`E ; _1'S141livan Road CRPlR.ID: # ~ . . . , '~'AME OF PI..A.T Crown West Industrial Park - ~ Plat # BSP-39=95 ~ . ; . . ii~DDRESS OF $LDG N/A ~ • . y , NAME OF BLDCY',PROJECT 21-Acre Site Development BLDG# B9 S T ~ R ~EDtRALlSTATE PROJECT # PRC)7E,CT I.IMITS 01 . ~ EXISTING COND,ITIONS: PR4POSED IMgRQVEMENTS: .WAD WIDTI3 . 62' ?9.5' .~OAD SURFACE ~ Asphalt Concrete . Asphalt Concrete ~ ~ , .`.~.;VCr. _DA.ILY , -"T'R14F~IC ~ 20,948 ~ • . ' - 9 45,899 ' . , , .ti. . . . , ' . ~ • ~ - ~ Curreat Traffic Counr Design- Year Traffic Couat ~ -~°RO~rECT DES'GRIPT,~Oi~ Add a continuous right 'turn.laa~e on,,no.rthbound Sullivan Road from Kiernan , ':Road, :to'.-ap-p r,oxima,tely 9781.. south. Install two driveways and -.storm drainage improvements. , . _ . , . t~tOPOSED.I'~~,SI~~CrT~~D~VI_ATION Build sidewalk as~ i~dicated on the attached sec.ti~~,~ along • 4 ; c ' . L . ; - _ ~ , • , ~ .t~Yie 'new:~ wnen~d ~sect~or~. Provide, 208 swa~le for'.'ad`jacentp.roperty between the asphalt ~ the new curb and guitter on Sullivari Road,.' c.. ' 's . - • - . ~ , ; . ~ • . . , . ~!tJST~'ICATI~ON: ~ Ni r, - ~ ' c a,s~pha~:t~4.s;idewal.~C_.~.~s consis~ten~t with the a'sphalt pathwav desian adiacent to the pa~rk propert~!~.:,to'-~ t~e sout~: ~~TYie separtion provided by the 1208" swale enhances the safe'tX pf the _ : ~ " ~ ~ ~ ~ i pedestria ris~:-;~ .This cvn,fLquratlon is the most :eff icient use of the parks property whi,le providing draina~e.' swales a..nd'safe passage for p+edestrians. ~ ~ ~ ~ ~ . • . . JBMI"I'T~D BY~ Mark A., Switzer, Taylor Engineering, Inc. DATEAugust 25, 1997' DDRESS 106_ thT:~' Missi'on Avenue, Spokane, Washington ~ ZIP C4DE' 9'9201 14NE # (509), 326-3371 ~A,~ . : ~y~. . • • . I ADMINIS'I'RA'CTYE YARIA[YCE FEE OF $30.00 PAID TO SPOKANE COUNT~,' **~~~I *2 1026 W BROADWAY, SP4K1lNE WA 99260-0170 PHONE (509)456•3600 FAX (549)32'4-38 1997 ~ -REQUFST,WILL Nt7T IIE REYIEWFp WITHOUT FUNDS- i ' Gi'f+IEER ' .~~S~IIC~~iEC_ # RECEXVED IIY ~ . ~ DATE ; ` S P O K A N E O UT-4 T Y DNISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director Req uest for Design Deviation To: Bill Hemmings, P.E. From: Dean Franz, P.E. Doug Busko, E.I.T. Date: August 27, 1997 Business/Location: Crown West Business Park, 3808 N. Sullivan, BSP 39 Summarv The applicant is seeking a Design Deviation to construct an asphalt pathway along the Sullivan frontage. The proposed pathway is 6' wide and would be located 10' behind the curb, within a border easement. The language on the face of the binding site plan states that the pathway will be maintained by the property owners along Sullivan. See the attached plan for details. Recommendation I recommend approval of this deviation with the following conditions: 1. A minimum of 4" of crushed rock must be provided under the pathway. 2. The walkway must be maintained by the property owner. 3. An easement must be granted to Spokane County and the public, to allow construction of the pathway on private property. 4. The pathway must connect into the back face of curb at the south limit of the development. Post-It'"routing request pad 7664 I RUUTING - REQUEST ~ Please a READ To _ z L~2 DD HANDLE L APPROVE ~ I and ~ ' ~ El FORWARD r_• ~ RETURN : 1026 W. Broadway Ave. • Spc ~ KEEP OR OISCARD 6 REVIEW WITH ME FE] ~ate Fr ~ w 1 . I ~ F I 208 SWALE, AND SIDEWALKS , TO BE CONSTRUCTED UNDER OIFFERENT CONTRACT w z J Z ~ 16' 18' oSIDEWALK, UTILITY & DRAINAGE EASEMENT PARK{NG STALL ~ a a 6# 2•5' 15.50' 0.50' (A 17.50' 2t 3f 7' ASPHALT - - - ~ - ' SIDE SWALE BOTTOM I SIDEWALK SL4PE 2% MIN TO 4,5~ MAX SLOPE .L ~__.~21: _ ~ . , . , . ~ . ~w\ ,~6,1~T' ~t~`t~,9r ~'Sr~l.~Ie~'o'?~~:~ ` ~ . 3, J•~Fi:.~'r<;•~ii.~~~r.~~~<'ce~~~~ ~ 16" MAXIMUM 2" MIN. AC EXISTiNG GURB WALL HEIGHT ' 4" MIN. CRUSHED AND GUTTER TO . FLUSN CURB/ SURFACING TOP COURSE 8E REMOVEO RETAINING WALL ' ( IM/1{. WDENH) SECTM`! 3 N.T.S. ' - • r . - ~ . . , . - , . , RECE1PT D te ~ \at, ~9~ ' . = Received From 9099 Add ess Fo =--D allars $ ~v Z3 . ~ , . A . ACCOlJN ` ~ HOW PAID •~'L.~ ~ • AM7. 'JF aCCOUNr CaSH • ar.jt -'Alo J ~ r_HECK . ' BAC461CE f PnONEY I ✓ 8K808 „UE r CRDER ~ By ~ ~ / v•. • _ ~ ~r ~ y . ..:.L~.ti_~...:a.~'1"T".......-r..AL. ....s_..._.~..._.~..~... ' ^'~_~~4~:t~"wL::101~~~ . 98-574/1251 TAYLOR EIVGINEERING, IiNC. FOR qfP-UO-ez IC 106 W. MISSION 3243 SPOKANE, WASHINGTON 99201 (509) 328-3371 DOLLARS ( • CHECK - ~ i ~ TO THE ORDER OF I cHECK AMOUNT ~ NUMBER , $ .1 ' ~ . TAYLOR ENGINEEAING, INC. • ~ i . - FARMERS & MERCHANTS BANK ~~d~'i~ P.O. BOX 14588 SPOKANE, WA 99214 ' i•-• M~ ~ • _ i. 11100 3 24 311' i: L2 5 LO S 74L1: 100 2 2 L68 5 1'l' < . . . : ~ . . - ~ ~ . • . ~ 4 . _ ~ , ~ • • , • . . \ . . . . ~ . : a - . • . ~ . . . . . . ~ . rs.~ ~ . ~ :..,•r.,.:::::::::::: ' / / TAYLOR ENGINEERING, INC. • ~AfY 1 [ O:r~ T. L:•.1:~•.;..•:~•~~~.~. l:..':::•!. ~S•• . . . . : - l~}~i'~•:':•': {`l}~ f."::•: ~ : : ~ J:{' ' i1:::'!:• ;:...<:::::::r,.:~ . . • . ...:.x.:::....... . ..ar ......r :.,,r. ~ : ,f.~•.::::~. / / W. 106 Mission Ave . Spokane, Washington 99201-2345 PH: (509) 328-3371 DATE: /4Z1g/q y JOS.1vo. FX: (509) 328-8224 az-riv: /~GCS46 To: j'6A4tiL= CO~ EirJ~/l, xE: SUI,Glj1,4R/ AOAO t✓/Mitli/V;r r ~ ~%'e•r,~,J ,u~~~ l,r~v~ WE ARE SENDLYG YOU ~ ATTACHED UNDER SEPARATE COVER VIA 1V*j/✓f~6,4121"7 THE FOLLOWL\`G ITEMS: ~ SHOP DRAWWGS PRINTS PLA,vS ANALYSIS COPY OF LEITER CHANGE ORDER DISK SPECIFICATIOYS : . : . . . - • - - - - . . . ~ r. . . . . . . ~y.~ .r . ~ . . . . . . :5... . ` ..::r. ' ~ . ~ r•:.::.: . : . . . . ~ . . . . . 1.~ ~ • . . . l: ~ . : ' . Ji.:. . • . . •..:t: i.'ii:.':.V.!'.:~:~ . ....:.i'~i'i~::' . ......~~1~~.. . •.'::::::.~~~MT . •iiii:: ~ . . . . . . . . . . .....f.~...._ . '.....y.,..:•__..~'.~' ::•.:.~:.!i::._..._...~~{.ti.......,.._...~~,~:......_... . ,.•:{ti{{.:':.'::•::•:'::{.::;.:!~!~•f'_______ . ~ ti, ,....~r... . 'I'HESE ARE SUBM1'I'TED AS CHECKED BELOW: Fu-;rFOR APPROVAL APPROVED AS SUBMITTED RESUBNIIT COPIES FOR APPROVAL FOR YOUR USE APPROVED AS iYOTED SUBIWT COPIES FOR DISTRIBUTION AS REQUFSTED REI'UR,vED FOR CORRECTIOYS RETURYY CORRECTED PRNTS FOR REYIEW A~\'D COINDIENT REINIARK5: eA) COPY TO: SICr'ED: ~ a !CRIV . AUG 2 8 1997 ~ FORMS/LOT.XLS1022196 SFOitANE CuUiriY ENGIPlEER, • • w Taylor Engmeerm IF , Inc. . Civil Design and Land' Plarlning pr;nc.ipals: Perry M. Taylor, P.E. Stanley R. Stirling August 26, 1997 A1arkA. Arnrrson, PE. Duvid G Larsen, P.E. Associates: Scott M. Busch, P.E. Frank R. lde, ASIA Mr. Doug Busko Spokane County Engineers Chief Financial Officer: 1026 W. Broadway Ave. Ed►vin G. Wagnild Spokane, WA 99260 RE: Sullivan Road Wideni.ng, Crown West Realty, BSP-35 Dear poug, We are hereby re-submitting the marked-up original and revised plans and pavement design report for the subject project. Also included is a Design Deviation request and check for $30.00 for processing. We have answered the comments as follows: 1. Per our phone conversation of August 25, 1997, the sidewalk transition is shown on the plan/profile drawing with sufficient clarity. It is understood that the owner will bond for construction of the sidewalk. 2. Done. 3. Done. 4. Per our phone conversation we have provided the station of the 1/4 section monument north of the intersection of Kiernan and Sullivan Road. 5. We have corrected the spelling errors. 6. We have added a note to the drawing giving the contractor the option of reimbursing the County for stripiag per our phone conversation. 7. Done. 8. The revised pavement design is enclosed. It incorporates the County's truck counts provided by you. 9. A Design Deviation request and a check is enclosed. r%. R. ~UG 106 W. Mission Ave. • Spokane, WA 99201-2345 • (509) 328-3371 ~ _ „ . . . . .►t i') EE~ - FAX (509) 328-8224 . - 10. Done. 11. Our office. is coordinati.ng with the County to incorporate the maintenance agreement and the easement into the Binding Site Plan. The easement is now indicated on the. drawings. 12. We have added a note on the cirawing restricting the height of the curb/retaining wall to 1622. I expect that the actual height will be 9"-12". 13. Agreed. Please let me know if you have any otlier questions. We hope to start construction on this project early in September. Sincerely, TAYLOR ENGINEERING, INC. ZZ ~ - ~ Mar A. Switzer, P. E. Project Engineer MAS/tN96-005K/bu sllr. wrd Taylor Engineering, Inc. Civil Design and Land Planning 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 08/22/97 07:26 $5093288224 TAYLOR ENGINEER COt1iNTY ENGINEERS ~ 001 . ~ ~rTAXLOR ENGINEERZNG, INC, Civil Desi n and Land Plannin . . S g West 106 Mission Ave. Spokane, WA 99201 , Phone: (509) 328-3371 Fax: (509) 328-8224 T}ransmittal via Facsimile , , To: _<994~~~ ca~ 4t/s-.Gf Date: 4Az44rf . a • Attn: Aa,Lfr QuSrd ' Time: ~sGlO FAX: 32 S/ - ?s/7f? . Froin: 11V-qof.A-• .S-Gt/l;rZeW, Sub ject: Mes.sage consists of ~ page(s) includlpg covec sbeet. Orlglnal to be malled Yes No ~ •IM 1:~°"LVI~J.OJ STA. 9+72.78. 55.5' RT. 10" I.E.(SW)= 2Q10.Q8 ~ END TAPER I o~ SD ~ . o . 00 STA.8+66, M RT. L=20' N ~ SAWCUT EMSIiNG CURB G=.0184 m AND BEGiN TAPER ~ ?o~ =Cw..p.. i . ~A~ ESSURE ~ AECUl.A11NC 5TATlON L~'~ 015- t~ ~p N -v N.4015'56"W. 1 20.00' ~ oO t ~ _ f : ~ - 6~r H: - . s w , OE EXJST, TELE. ~ - ~ . -..r- ~Z t + 2.78, 5.5 RT ~ IF RN - / ,L p~~ ~STA. 1Ot55.99, 66.5' RT ' 0 cURIB, 201430 TG ~ b) w ~ w , . ~ X"e SS ~'Ar~ I 1 - T. 1 , 6 ~ 619W ENO CUAB, 201 a.04 TC M z FUTt1RE ISLANO CURBS ~ m + 0 TO 8E CONSIRUCI'ED 8Y OYHERS M LOT 9 y SPQKANE Ct?UNTY HtGN YOLUME ~ -3 .MuEVIa"PPMAca 41TH-TYPE-- ~ ORAWING 8,I8A ~ ~EAR7iWnRK AND PAVING 10 CONFORM YO 1996 WSDOT STANDARD SPLCIFlCAIIota e, 1NE CONIAACTOR iS Af.QUIRED 'f0 HAVE A COMPLEW SE z STORM DAAINACE TO CONFOAY TO SPQKANE GOUNTY STANDARDS, ALL SIAIPING AND pRAINAGE pLANS ON TM~ VOHENEVEp CON51RUC ~ VNEYIZATION TO CONFORM ~ -~E •MANUAL Oi~ UNlFORIA '1RAFFlC CONYROI DEVICES RENr ED1110N) 9, IF TIiE CONIAACTOR OISCOVatS ANY DIStREPANCIfS BEl ;R11DE AND ORAVO. 6ASE COURSE TO 9E COMPACIED TO 85X OF MAK, AS'lM D 1557 CONDInONS ENCOUNTERfD, 1'NE CONIRACY4R SNAIL Ik ITY. ASPHAI.T TO 8E COMPACIEO 1'0 Aix OF MAX AICE DENSIiY. PAVEIiIENT T'0 BE ~=EER AND 1Hf SPOKANE OOUN1Y ENCINEER'S QFF1CE iTRUC1ED IN ACOOADANCE WIIN APPUCl1@LE SEC110NS OF SEC11ON 5-04 OF WSDOT 10. FOA CONSIAUC7101V OF DRYVIlE11S, tNSTALI. FlLIM FABA ~ IDApO SPfpFlCA1I0NS. EQUiVALENI) 8ETIMEE1V 1HE DRYWELL BARAEI MID 1HE WA o 111E WASHEO ORAINROCK ANO 1HE NA11VE SOIM N RACYOR SHALL 8E RESPONS16lE fOR COORO1NAl10N W11H SPOKANE C4UNTY YRAfF1C P~~ TO SIIE CONS'[RUC~ON. '(HE CONniACYOR iS RfSP 4EERS IN . TH~R INSYALLAIIQN OF TRA~'FlC SIGNAL OONTROL IAO~DIFICAl1ONSAT THE 4SECMON OF SUIUVAN ROAD AND KIERNAN AVENUE. dif)UNn U111,t11F's. RAti vwF ownrnrn!wmn imlir~ @a% , - " / 9 S P O K A N E C O U N T Y DIVISION OF E?VGINEERING AND ROADS ~ A DIVISION OF THE PUBLIC WORKS DEPARTMENT - William A. Johns, P.E., County Engineer Derunis M. Scott, P.E., Director August 14, 1997 Mark Switzer, P.E. Taylor Engineering, Inc. 106 W. Mission Spokane, Washington 99201 Re: Review Comments 1 for Sullivan Widening, Crown West Realty, BSP;e Mark, The County Engineers have reviewed the road and drainage plans for this project; the following comments must be addressed prior to approval of the plans: Plan Sheet 1 Y. Please provide a detail of the south end of the project. The detail must show the taper area and how the asphalt pathway will transition back out to the curb at the south property line. 2/ The proposed drywells should be placed in the gutter line, rather than having catch basins and pipe to the drywells. Provide the offset, elevation, and station of eacli drywell in both the plan and profile views. ~ Bob Brueggeman of County Traffic has stated that the improvements on the northeast corner of B Street and Sullivan Road should not be constructed until the signal pole has been relocated. Please note this on the plans. 4! Provide the station equation at the intersection of Kiernan and Sullivan. Is there a monument in this location? Text errors: . a) Kiernan Avenue instead of Kierman Road. Note the spelling of Kiernan. 1026 W. Broadway Ave. 11 Spokane, WA 99260-0170 0 (509) 456•3600 FAX: (509) 324-3478 TDD: (509) 324-3166 ~ \ . . f b) In the title block, the caption should read Division of Engineering and Roads, instead of Division of Utilities. The phone number should be 456- 3600. c) County is misspelled in the note for the 30' driveway on Sullivan. Plan Sheet 2 6./ The Developer must either reimburse the County for the cost of striping the project, or the Developer must install all the proposed "Right Turn Only" markings shown on the plans. These markings must be made of pre-formed plastic, and be acceptable to the County Traffic Engineer. Plan Sheet 3 I/ Add the County standard drywell detail to this sheet. The pavement section and its underlying design may require some modifications. Recent traffic counts taken by the County indicate truck traffic as accounting for 14% of the traffic flow, as opposed to the 5% used in your design. Please ca11 me so that we can discuss this issue. 90/ A Design Deviation is required for the construction of a public asphalt pathway outside the R/W. 1,0/ Provide a section detail of the asphaJt pathway. The pathway must have at least 4" of crushed rock as a base. A maintenance agreement and easement must be signed for the public pathway to be on private property. Please submit a legal description for the pathway, and a copy of the recorded property deed(s) for all parcels crossed by the pathway. The limits of the easement area must be shown on the plan. 1to The County En$ineers are very concerned about the location of the retaining wall next to the asphalt sidewalk. Please detail the maximum height of this wall on the plans. Also, consider what measures can be taken to minimize the height of the wall. ~ A performance surety will be required for these improvements. The amount of the surety will be calculated by the County when final plans are received. Please return the enclosed red-lined plans with the next submittal. Do not hesitate to call if you have any questions regarding these comments. - . . . . . . . . . . - . . . , . - . . . . . . . _ , , ~ ~ . Sincerely, Spo ne County Engineers ~ . ~ Doug Busko, E.I. T. Plans Review Engineer 14 - 1~7. . Sullivan Between Indiana And Flora Pit Road 11111111 7/16/97 Weather : Clear Counted by: Chris Board # : 1425 Other : NorthBound Autos, Multiple Single Single MC, Light School Commercial Trailer Trailer Unit Class Truck Bus Bus Trucks Trucks Trucks Totals 10:00 128 0 1 5 3 23 160 10:15 135 0 0 0 6 14 155 10:30 133 0 1 3 8 13 158 10:45 129 0 0 2 14 21 166 Totals 525 0 2 10 31 71 639 % 82.16% 0.00% 0.31 % 1.56% 4.85% 11.11 % 100.00% 11:00 131 0 2 3 7 17 160 11:15 146 0 0 3 1 21 171 11:30 166 0 0 2 7 20 195 11:45 147 0 0 2 5 17 171 Totals 590 0 2 10 20 75 697 % 84.65% 0.00% 0.29% 1.43% 2.87% 10.76% 100.00% 12:00 156 0 0 6 4 15 181 12:15 229 0 2 1 7 17 256 12:30 197 0 0 1 7 21 226 12:45 214 0 1 2 12 14 243 Totals 796 0 3 10 30 67 906 % 87.86% 0.00% 0.33% 1.10% 3.31 % 7.40% 100.00% 13:00 201 0 1 4 6 14 226 13:15 183 0 0 6 4 32 225 13:30 193 0 0 5 7 19 224 13:45 207 0 0 2 5 28 242 Totals 784 0 1 17 22 93 917 % 85.50% 0.00% 0.11 % 1.85% 2.40% 10.14% 100.00% Grand Total 2695 0 8 47 103 306 3159 % of Grand " Total 85.31 % 0.00% 0.25% 1.49% 3.26% 9.69% 100.00% .57 a a~ i~/1l l \jT }\I V` 't l / }~y 1 i ~ 1 ~S P O K A N E o C O U N T Y DIVISION OF ENGINEfiRING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTVIENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director July 14, 1997 Mark Switzer, P.E. Taylor Engineering, Inc. W. 106 Mission Ave Spokane, WA 99201 Subject: Crown West Industrial Park Sullivan Road Widening Spokane County Project No. ZE-2-97, BSP-39 Dear Mark: The widening of Sulliva.n Road, which is needed in conjunction with the Crown West Industrial Park project, has created the need to clarify certain portions of the design criteria. When an existing County raadway is being widened for only short to moderate lengths, the new drainage facilities need to at least match "in-kind" the eacisting drainage facilities serving the street, provided the improvement does not generate a new drainage problem, or make an existing drainage problem worse. Where a drainage problem can be internuttent flooding, severe erosion, and sediment deposition. As a minimum, however, there needs to be a means provided to dispose of the stormwater generated from the newly paved area due to road widening. This criteria is followed in most areas. Due to the wide variety of situations encountered, there are sometimes exceptions to this administrative policy. The best apprcach for an engineering fum to follow is to always discuss a specific project with County engineering staff prior to design. For the addition of a new turning lane on Sullivan Road, associated with the abovementioned project, there are existing drywells located in the street on both sides of the roadway. Presently there are no `208' swales serving this area for Sullivan Road. Therefore, `208' swale treatment facilities will oot be required for the additional lane on Sullivan Rd. Drywells will be needed to dispose of the stornwater runoff. Drainage calculations and a basin map need to be prepared and submitted to determine the adequacy of any new or existing drywells in the area impacted by the proposed improvements. If you have any questions or comments feel free to call us at 456-3600. Sincerely, Spokane County Div. of Engineering & Roads C Dean Franz, P.E. Plans Review Coordinator/Engineer cc: Project file 1026 W. Broadway Ave. 0 Spokane, WA 99260•0170 •(549) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 . ~Sp-39 w T~tylor E 9 nI,~ Civil Design and Land Planning principals: ' " Perry M. 7'aylor, 1?E. RFFCEI~UIIED Stanley R. Stirling : MarkA. Aronson, P.E. David C. Larsen, P.E. ' JUN 3 0 1997 Assaciaces: Scon M. Busch, P.E. June 27, 1997 SRdKANE COUNTY EN61NEER Frank R. Ide, ftS1A . , . Chief Financial Officer: Ed►vin G. Wagnild Mr. Dean Franz, P. E. Spokane County Engineers 1 026 W. Broadway Avenue Spokane, WA 99260 RE: Sullivan Road Widening at Crown West Industrial Park Dear Dean, -I have been asked to get confirmation in writing that the installation of continuous right turn lane from Kiernan Avenue to 1150 feet south of Kiernan Avenue will not require provision of 208 swales, but rather provision of facilities "in kind", i.e. catch basins and drywells. This was discussed and agreed to in a meeting between you, Pat Harper and myself on April 3, 1997. . I would appreciate a memo signed by you for my files. Sorry for the inconvenience. Sincerely, . TAYLOR ENGINEERING, INC. . Mark A. witzer, P. E. Project Engineer MAS / tit/ 9 6-OO S k/ fra nz . w rd 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 , t...y....v¢;.tti;? v•x• ::•r•: •~.•r:~ •::.L•:: ::•.vrrr:: :••::::::•r::{.:'•: ~lf~1 • ~^y~ A• ~ }~::ti ~~..ti ~:?tiX ■ ~ ~ y~ - =~.~i TAYLOR ENGINEERING~ .~i 1C. r}~~: ~14/Jti~r:i~~~ ~~-~~A-~4~:`;JF~.Y~.. r:i rt~};: : •x:}}:~~::r'.: ::M}::1:: ;v } . k... . r}}•; • a' ~ W: 106 Mission Ave f::~:~:~::::;::::..h::M:;~~.~.,:~.~.~;.:::.::::~v:~.k.:.:~:::<:::{:•::.:::~:>::::::r:::;:r:>::;<:::.1.~.:::::::::;< Spokane, Washington 99201-2345 PH: (509) 328-3371 ~ DATE; ~ 9 7 JoB. No. 9G5,,-' FX: (509) 328-8224 Z!a / Az-rr•. 04e'4.vZ To: ,SP4044Atr RE: j-4t4e«A4J ~ee.-V -•d T J .~i/PEI4/~✓ urIE.ST /~/,ai ;*0w-& ~~w/~ NVE ARE SE.\'DL\G YOU ~ (//ATTACHED V'\'DER SEPARATE COVER VU► THE FOLLONYL\G IMNIS: SHOP DRAtiN'L\GS PRLN-?S PL..1.\S A.11AL,YSIS COPY OF LETTER CHXNGE ORDER DISF: SPECIFICATIO\S ...1.•f.h•.~f!• : •::.`.~.~tll:Nf~ 1VI•_:::J.Yr.Y••.: V::..ti'• l•}Yt'•-~.. 'Jf•~•.1::.:.'~~('.;{.1•~~. ' •.:1 ........l..••......- . ...ti•...;. ...N..~..... .~•.1.:'::.~:.~.i~:i ` J . . .....A . . . ~ . • ~ ~1n ~ : ~ f}\ •.'!.'.4•: • • . r..... ......~t . . .ti ..y~ : • •.kf:.•.'•.\il~:! •tl.'}:.'• . ......r..........'. ....~..~f... ...f. ~..rr. . . . .ii••iii::: ••'.i.1".'.'.'.'. 1~.y . ili..: • . . . .........ff.... 1... ;•.V:: •f. .1':::. ~..~.•:~~~.r..:"~ . .r............_.........~ . .n......: .....1... .....r:•. ' . ........v... . . . . . : . ::........L.}.. . . . . . • ....N. ..t ....J... ....l.4:•.~::••• . . ........1......:: • : ti:. ~rRYi~v~ ..1.~.. ............r........ . . ....COPJFS:::.~.. . r:: . ;r:::•.• ..:•7f. . . . . , . v:..... ....r . ~ , _ ~ ,4~4A23- V, o f4 WAP'~~ C1114A)Ne:i6VZ4T ~A) .4~6A) , ~ />IM AA/A L ,V-Jr'0'-S , . l*cFIVED , JUL 2 4 '1997 ENGI14EER TNESE ARE SL'BNIITTED AS CHECF:ED B£LOW: FOR APPROVAL APPROVED AS SL'BNLITI'£D RESUD.-,fIT COPIES FOR APPROVAI. FOR YOUR USE APPROVED AS NOT£D SUII`iTT COPIES FOR DLS'I'RIBUTION AS REQLFSTED RETUR\'ED FOR CORRECTIONS RE'IURV CORREC'I'ED PRLrTS ~ ✓ ( FOR REVIEW A,`'D CONDIEN"T REat,utKs: ~.f 7W6' -,rVe ~ ~~-M ,,-7uaf7701J5,. COPY TO: SIC\'ED: , FORtitS/LOT.XLS/022196 w Taylor Engineermg; Inc. . , Civil Design and Land Plannin9 PrincipaLs: Perry M. Tuylor, A.E. Stanley R. Stirling AlarkA. Aronsoii, P.E. David C. LarsetT, P.E. Associates: July 21, 1997 s`°" M. Bus`h, pE. Frank R. Ide, ASLA Chief Financial Of6cer: Edwin G. Wagnild Mr. Dean Franz, P. E. Spokane Counry Engineers 1026 West Broadway Ave. Spokane, Washington 99260 Re: Pavement Section Design of Crown West Business and Industrial Park Dear Mr. Franz: Enclosed are the calculations and data for the pavement section design for the subject project. Procedures used are as outlined in the and per the applicable editions of the Spokane County publication entitled "Structural Pavement Design of Flexible Pavements" dated May 27, 1997, as provided by your office. Reference of Sources Introduction/Design Criteria RECE VED Traffic Data Soil Data JUL 2 4 1997 Calculations ~~EER Results SppKpNE COUNN ENG Summary Engineer's Certification Following your review, we would be happy to answer any questions you may have regarding this report. . S incerely, TAYLOR ENGINEERING, INC. _ Mar- A. Switzer, P. E. Project Engineer &5,D- 39 Enclosures MAS/td/96-005K/pave. wrd 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 .Inc. lw Taylor Engineerm- . ~ . 9 Civil Design and Land Planning Principals: Perry M. Taylor, P.E. Stanley R. Stirling MarkA. Aronson, P.E. David G Larsen, P.E. Associates: Scon M. Buscli, P.E. Frank R. Ide, ASIA Chief Financial Officer: PAVENIENT SECTION DESIGN Edwin G. Wagnild for CROWN WEST BUSINESS AND INDUSTRIAL PARK Date: July 21, 1997 Prepared By: Mark A. Switzer, P. E. ~ JJ . N. s ~ W ASNl~ o ~ ~ . t f torS \TE:32ng., c.-92~ ~ s'jorrAL~"~~i, W E;<PI RES 0130MOO Taylor Engineering, Inc. West 1061VIission Avenue, Suite 206 Spokane, Washington 99201 (509) 328-3371 , . _ 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 PAVEMENT SECTION DESIGN % ~for , CROWN WEST BUSINESS AND INDUSTRIAL PARK Reference of Sources 1993 AASHTO Design Guide DARWin(tm) Pavement Design System (AASHTO Software Product) Traffic Monitoring Guide, Federal Highway Administration Highway Statistics Division, Federal Highway Administration Spokane County Public Works, Pavement Management Department Introduction/Design Criteria The proposed project consists of the widening of Sullivan Road in the Spokane Valley adjacent to the Crown West Industrial Park. The 16 foot widening extends south of Kiernan Road for a total distance of approximately 1050 lineal feet. Road widths and lengths were outlined in the Spokane County Hearing Examiner Committee Findings of Fact, Conclusions and Order. Design criteria used is the "1993 AASHTO Design Guide" per Spokane County requirements, using a 20 year design life. The DARWin(tm) computer model, an `JAASHTO computer software product, was used to calculate tlie design structural number and the proposed section structural number. The initial serviceability, terminal serviceability, reliability level, standard deviation, structural coefficients, and drai.nage coefficients were determined based on Spokane County historical data provided by Spokane County Public Works, Pavement Management Department for local materials and conditions (see appendix). Traffic Data Recent traffic counts provided by Spokane County Public Works, Pavement Management Department show maximum two-way daily traffic (ADT) at Sullivan Road and Kiernan Avenue of 20,948. Design ADT used is 20,948. The growth factor used in the Sullivan Road CRP 2484 and Broadway Ave. CRP 2485 pavement design report was 3%. For this design a 4% annual growth factor was used, which is more conservative. Equivalent Single Axle Loads (ESALS) were determined using the standard Federal Highway Adrninistration vehicle classifications (see appendix), known loading (bus routes, etc.), and guidance on typical vehicle mixes for urban and rural arterials from the Highway Statistics Division of the Federal Highway Administration. Truck factors , _ , for various classifications were determined from the table provided by the Highway Statistics Division (see appendix). Soil Data A non-destructive test using a model 400B Road Rater with a target force of 2100 pounds and a load frequency of 25 cycles/second was performed by Spokane County. A design Resilient Modulus (Mr) of psi was determined based on test results using the procedure outlined by Spokane County in Technical Reference WA-RD 334.1. An Excel spreadsheet was developed to analyze the data and compute the sample average and standard deviation. (See Appendix). Calculations DARWin(tm) Pavement Design Software was used to calculate the accumulated ESALS over the performance period of 2,882,742. The calculated design structural number is 2.95. The calculated proposed section structural number is 3.06. Printouts of the calculated design are enclosed in the appendix. Results The resultant pavement section is as follows: ACP Class A 2 inches ACP Class E 3 inches CSTC 7 inches Summarv Tbe calculated structural number for the above section (5 inches of asphalt concrete pavement over 7 inches of crushed surfacing top course) exceeds the calculated design structural number. In accordance with Spokane County standards, the design is therefore acceptable. EnLyineer's Certification The design improvements shown in this set of plans and calculations conform to the applicable editions of the Spokane County Standards for Road and Sewer Construction. - - 1993 AASHTO Pavement Design . DARWin(tm) Pavement Design Systern A Proprietary AASHTOWARE(tm) Computer Software Product Flexible Structura! Design Module Sullivan Road Widening for Spokane Industrial Park . SULLIVAN ROAD WIDENING Flexible Structural Design Module Data 18-kip ESALs Over Initial Performance Period: 2,882,742 Initial Serviceability: 4.2 - Terminal Serviceability: 2.5 Reliability Level 90 Overall Standard Deviation: .45 Roadbed Soil Resilient Modulus (PSI): 17,451 Stage Construction: 1 Calculated Design Structural Number: 2.99 , ~ \l Page 1 _ Specified Layer Design ; Struct. Drain. Coef. Coef. Thickness Width Calculated Layer Material Description (Ai) (Mi) (Di) (in) (ft) SN 1 ACP CLASS A .42 1 2 - .84 2 ACP CLASS E .42 1 3 - 1.26 3 CSTC .1378 1 7 - .96 Total - - - 12.00 - 3.06 ~ , ; - Page 2 Rigorous ESAL Calculation Performance Period (years): 20 Two-Way Daily Traffic (ADT): 20,948 Number of Lanes In Design Direction: 3 Percent of All Trucks In Design Lane 60 Percent Trucks In Design Direction 50 Growth: Compound Percent Annuai Average Initial Truck Annual % Growth Accumulated 18K ESALs Class of ADT % Growth Factor (ESALs/truck) in Truck Factor over Performance Period 1 0 4 .001 0 0 2 95 4 .002 0 129,869 3 0 4 .002 0 0 . 4 .35 4 2.57 0 614,826 5 1.75 4 .24 0 287,078 6 .45 4 1.02 0 313,735 7 0 4 1.02 0 0 8 .45 4 .71 0 218,384 9 1.85 4 .97 0 112261575 10 .15 . 4 .9 0 921275 0 4 .91 0 0 0 4 .91 0 0 13 0 4 .91 0 0 Total 100.00 - - - 2,882,742 ! l 1 Page 3 : , , ~ ~ ~Flexible Pavement Design Parameters Spokane County, Washington Initial Serviceability 4.2 . Terminal Serviceability 2.0 (Residential & Secondary) . 2.25 (Rual Arterial) . 2.50 (Urban Arterial) Reliability . 90 % _ Overall Standard Deviation - 0.45 (New Roadways) 0.49 (Overlays) Drainage Coefficient (Mi) 1.0 (Spokane Valley) . 0.95 (Most other Areas) . <0.95 (Bad Soil Types) Structural Coefficient of Materials (Ai): ACP, Classes A, B, or E . 0.42 Crushed Surfacing Base Course 0.1378 Crushed Surfacing Top Course 0.1378 Elastic Modulus of Materials (E): . , ACP Classes A, B, or E . 400,000 psi Crushed Surfacing Base Course * 30,000 psi Curshed Surfacing Top Course. 30,000 psi Local Truck Factors: Spokane Transit Authority Bus 2.57 ,-.Source: Spokane County Public Works Chad Coles, P.E., Pavement Management Engineer ' May 1996 • FOR:~tSlt1ex/052196 ; ~ . r 1 ' I I ' TABLE IV-5 DISTRiBUTION OF TRUCK FACTORS (TF) FOR DIFFERENT CLASSES OF . HIGHWAYS AND VEHICLES - UN(TED STATES* Truck Factors Ruraf Systems Urban Systems , Vchicle Type INTER- OTHER MINOR COLLEC70RS IN7ER• OTHER OTHER MINOR COLLEC- STATE PRINCIPAL ARTERIl1L MAJOR MINOA RANGE , STATE FREEWAYS PRINCIPAL ARTERIAL TORS RANGE Single-unit irucks 2-ax(e, 4-tire 0.003 0.003 0.003 0.017 0.003 0.003-0.017 0.002 0.015 0.002 0.006 0.006-0.015 2-axle, 6•tire 0.21 0,25 0.28 0.41 0.19 0.19-0.41 0.17 0.13 0.24 0.23 0.13 0.13-0,24 3•axle or more 0.61 0.86 1.06 1.26 0.45 0.45-1.26 0.61 0.74 1.02 0.76 0.72 0.61-1.02 All single•units 0.06 0.08 0.08 0.12 0.03 0.03-0.12 0.05 0.06 0.09 0.04 0.16 0.04-0.9 6 Tractor semi-trailers 4-axle or less 0.62 0.92 0.62 0.37 0.91 0.37-0.91 0.98 0.48 0.71 0.46 0.40 0.40-0.98 5-axle•' 1.09 1.25 1.05 1.67 1.11 1.05-1.67 1.07 1.17 0.97 0.77 0.63 0.63-1.17 5-axle or more 1.23 1.54 1.04 2.21 1.35 1,04-2.21 1.05 1.19 0.90 0.64 0.64419 All multiple units 1.04 1.21 0.97 1.52 1.08 0.97-1.52 1.05 0.96 0.91 0.67 0.53 0.53-1:.05 All irucks ' 0.52 0.38 0.21 0.30 0,12 0,12-0.52. 0.39 , 0.23 0:21 0.07 0.24 4,07•0,39 'Compited jrom dala supplitd by 16t Rtghway Slatisnct Divr.rion, U.S. Fedcrui llighway Administration • " Inelading Jul! trniltr eombinations in somt tlalet. ' FORMSItruck/051796 ' . . . ~ . Federal High`vay A►dministration . . Vehicle Classifications Description 1 Motorcycles 2 Passenger Cars . 3 Other two-axle, four-tire single unit vehicles 4 Buses 5 Two-axle, six-tire single unit trucks 6 Three-axle single unit trucks . . 7 Four or more axle single unit trucks . 8 Four or less axle single trailer trucks 9 Five-axle single trailer trucks ' 10 Six or more axle single trailer trucks 11 Five or less axle multi-trailer trucks 12 Six axle multi-trailer trucks 13 Seven or more axle multi-trailer trucks Source: Traffic Monitoring Guide, U.S. Department of Transportatioa, Federal Highway Administration, Office of Highway Planning, June 1995 FOftlviSlvehicla/052196 '