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23-120.01CorridorContractorsBarkerRdUnionPacificCrossing cst iokane ley. CHANGE ORDER NO: 1 ENGINEERING DIVISION CONSTRUCTION CONTRACT NO: 23-120 PROJECT: BARKER ROAD AT UNION PACIFIC CROSSING- PHASE 2 CONTRACT DATE: 6/21/2023 PRIME CONTRACTOR: Corridor Contractors CIP NO: 313 DESCRIPTION OF CHANGES This Change Order replaces the planned gravel shoulder on Euclid Ave, East(Sta 2+10 to 7+46 Lt)with concrete traffic curb and guttter. Item No. Description Unit Quantity Unit Price Total 142 CEMENT CONC.TRAFFIC CURB AND GUTTER L.F. 550 $35.00 $19,250.00 186 (new)ADDITIONAL CONSTRUCTION SURVEYING L.S. 1 $2,468.40 $2,468.40 Total Amount of this Change Order(incl.Tax): $21,718.40 8.9% Sales Tax(NOT applicable) $0.00 VERBAL APPROVAL AND JUSTIFICATION Independent Justification on File Yes Verbal Approval N/A Verbal Approval by N/A PHYSICAL COMPLETION Original Contract Working Days: 85 Revision By This Change Order: 0 Revisions by Prior Change Orders: 0 Total Revised Contract Working Days: 85 COSV Form 9/5/2014 CONTRACT AMOUNT THESE CHANGES RESULT IN THE FOLLOWING ADJUSTMENTS OF TOTAL CONTRACT AMOUNT: ORIGINAL TOTAL CONTRACT AMOUNT $ 2,781,140.98 TOTAL PRIOR CONTRACT CHANGE ORDER AMOUNT $ 0.00 TOTAL CONTRACT AMOUNT PRIOR TO THIS CHANGE ORDER $ 2,781,140.98 NET THIS CHANGE ORDER $ 21,718.40 TOTAL CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER $ 2,802,859.38 •. CONTRACTOR ACCEPTANCE: op, DATE: 8/15/23 The contractor hereby accepts this adjustment u, - the t:, s of Section 1-04.4 of the original contract. RECOMMENDED BY: >�` '� 8/15/23 DATE: / Project Man/ ger APPROVED BY: �� DATE: 08.17.2023 City Engine APPROVED BY: N/A-WITHIN CITY ENGINEER'S AUTHORITY DATE: City Manager ATTACHMENTS: Distribution: ORIGINAL TO: City of Spokane Valley Clerk's Office COPIES TO: Contractor, PW Project File, Project Inspector, Finance Department COSV Form 9/52014 CITY OFlft& jValky Change Order No: 1 Construction Contract No: 23-120 THE CONTRACT IS MODIFIED AS FOLLOWS: WORK TO INCLUDE Background: Through coordination with a developer abutting the project,the City has agreed to install their curb and gutter improvements as part of the City's construction contract. The developer will then reimburse the City for this work. Description of Change: This change order replaces the planned gravel shoulder on Euclid Avenue,East(Sta 2+10 to 7+46 Lt)with concrete traffic curb and gutter. This will require added staking of driveway drops and curb inlet drop locations,and re- staking of sewer stub locations. Specification: There are no changes to the specifications because of this change. Plans: See additional sheets titled 0313 Barker Road at Union Pacific Crossing—Phase 2 with the following sheet numbers and corresponding sheet titles: Sheet 1 —RS3 Road and Multi-use Path Sections E Thru G Sheet 2—PP3 Euclid Ave Plan&Profile Sta 1+00 to 5+85 (East) Sheet 3—PP4 Euclid Ave Plan&Profile Sta 5+85 to End(East) & Sta 169+00 to End(West) Sheet 4—CH2 Channelization Plan Euclid Ave(East&West) and Hattamer Ln Sheet 5—City of Spokane Valley Standard Plan S-110 Curb Inlet Type 1 Time: No Additional working days are added to the Contract for this change. Measurement: "Cement Conc. Traffic Curb and Gutter"shall be measured by the linear foot. No specific measurement will be made for"Additional Construction Surveying" Payment: This change order increases the quantity of an existing bid item and will be paid using the bid unit price. It also adds a new bid item: Additional Construction Surveying. "Additional Construction Surveying",lump sum. CITY OF7 jley Change Order No: 1 Construction Contract No: 23-120 Summary of Quantities: Preous New Estimated Bid Item Description t3 Change Unit Qty Unit Price. Amount vitY• Q 142 Cement Concrete Traffic Curb L.F. 2100 2650 +550 $35.00 $19,250.00 and Gutter 186 (new)Additional Construction L.S. 1 $2,468.40 $2,468.40 Surveying TOTAL $21,718.40 • FEDERAL AID PROJECT NO.STPUL-9932(068) o A g a NOTES-SECTION E 26.0 ¢r 0 1. UNE WIDTH VARIES.SEE STRIPING PLAN FOR NG IEEE SEEDING SEE MORE INFORMATION. GENERALNOTESIO O GENEMLNOTES) 2,0/ 1 20.O.-12.9 UNE(SEE NOTE 2) O00 20.0 LANE • 2.V•}�6-0V SIDEWALK APER BACK TOO EXIS fx�B PAVEMENT'LT OO RNOLEFTSTART TING POINT .01 ' BO' " 4VIO ttiiii�'!!�l .71VAC WAT TI v��.+�raj,P'PiWA ,r���'s'.�!rJ M . •,i n . , x(MX • �\ © •O O EI=N 1�T c NOTES, 1 1-.-1"'� ® STA:1+70.2 TO 7+59.9 I'' M,,, STA:7+46.0 TO 7+85.0 °EUCoLIDEAVE(EAST)SECTION E NOT NOTES-SECTION F 5' 1 UNE WIDTH VARIES.SEE STRIPING PUN FOR MORE SINFORMATION. 02B'SEE NOTE 2O.2 14.0.222LANE/SEE NOTES 162, NI PROFILE POINT 2S0'IANEISEE NOTES 1 a 2) 2O.N 2.V(SEE NOTE 4„04 CENTERLINEENTERUNE DOES NOT MATCH RIGHT OF WAY MIT. tsx - EXISTING . START CURB A GUTTER. GROUND 10x GROUND A POROUS SEE STO RMWATER PUNS FOR L OCAT ON AND LENGTH OF • PoROU$GRAVEL SHOULDER,/ 1 Ti'Y ��f' r.1RnA • r w 0,4 1 is" 4, � it .n I1 �. ��y e_fn, , .AKA" 7 GENERAL NOTES',�O�OiK�d� 0 � a\ ����1P \v�C�pp,�f, _ ` CURB OR EDGE O F 42 0 \ I\ ` O\ • •A© O Q GNDAGNOES1 O ASPHALT AND RIGHT OF WAY/FENCE SHALL B E TREATED WITH SEEDING AND FERTILIZING. SE (SEE 2 GENERAL NOTES) 2AREAS COVERED BY OTHER HARDSCAP E F au MATERIALS II.E.CONCRETE, Q 4 � /`� STA.169+36.4 T0170+80.4 - \ CSTCSO SHEETS SHALL NOT BE TREATED.REFER To jI 1 Gsic. FOR ADDITIONAL INFORMATION I. Or p 0 It" KEYNOTES STA.170+44.1 TO 170+80.4 Qi H.2.1rz INCH DEPTH.CUSS 3r13 IN.PG 6411-20 STA.170+00.5 TO 170+42.4 °EUCLID AVE(WEST)SECTION F Q CEMENT MAC SIDEWALK,CITY STD PUN R./03 F NOT TO SCALE O HATA Strz INCH DEPTH CUSS SIB Iu.PG 6411-28 0 4 CRUSHED SURFACE TOP COURSE 6 0GRAVEL SHOULDERfi • 2USHOULOER SEEDING SEE O O B'CRUSHED SURFACE BASE COURSE - GENERAL NOTEB� TO PUu,°.2-TYPE R CURB a GUTTER.ary C'I 5.O'SHOULDER 10.V SHARMUSE PATH O S III ELEVATION O EMBANKMENT COMPACTION.COMPACT TO 95x y EXISTING CURB 2 S. MATCH M , NFy. OF MODnED PROCTOR MAX DENS,UNDER ALL d EXS �_ T EEEE?;0OW5b056 P,PROVIs ONSER i STA:43+00.0 TO 73+60.4 o A ®COMMERCIAL HMA2 INCH DEPTH 0SHARED-USE PATH SECTION G m SEEDING FERnunNG AND MULCTION 6 G NOT TO SCALE 1 REVISIONS Of DRAWN BY tea_ 0313 BARKER-UNION PACIFIC CROSSING SHEET NO. DATE 7/23 GDP DESCRIPTION BY �?� " CITY OF � CITY OF SPOKANE VALLEY DESIGNED BY AM EUCLID AVE(EAST,REVISIONS COMMUNITY 8 PUBLIC WORKS DEPARTMENT ROAD&MULTI-USE PATH SECTIONS RS 3 'P m 10210 EAST SPRAGUE AVENUE SECTIONS E THRU G Know what's below SPOKANE VALLEY,WA.99206 CHANGE ORDER#1 fELs;/6 ICY. jValley. $. Call before you dig. 08/09/2023 )509)720-5000 AUGUST 0I,2023 15 OF 40 r FEDERAL AID PROJECT NO.STPUL-9932(068) LEGEND f ' I®'`\ ' I I I ARTERIALESHAREDUSEPATHHMA 7�' o z 1 s _ Pm, DRIVEWAY HMA ��, s� Q STA2.x0002t 50,0 STA.]+k1021 SL .55 T ° 5L SECTION CORNER MONUMENT 1I s, 21.50.1.T, Naon oncH oo z Q T 4.xom 2t.sour ( I DRIVEWAY APPROACH a �s .4 0STAa� .� .. _ismimiga- - - - O ROAD CENTERLINE MONUMENT v 1 P 1�._.. 'WI". AM R/w R(p Mp',. —R/r (T�aM . an''+--+-7-nM--*0++ i�; `. - - , _ ' - -- w ABBREVIATIONS w1}�, .. �� U AVE�E) I ,= T.TOP BACK OF CURB Y EUCLID V FL FLOWUNE e ', - SL 2.00 S -.S 5 Nm. S I S w 4--� 5 5 d+00 S S y SCR BEGIN CURB RENRN � . �.E - =" --F--—+ �...6,. ...«-.. I I Y r I F� Dt'E • T .A6 I + -}—'W ECR END CURB RETURN 0. .. i i�� 4. w w w w 1 w w w—�y PAVEMENT RETURN I EOFFC I 1 ,, 1 -_ d I I p BEGIN CURVE gg ' w .. _ RC REVERSE CuavE :� LE PaNT WIDTH- AWA 2 SR ` ATAPPRD6�H© I' DRIVEWAY APPROACH _ - a..p_ THROAT no H T..AT So O DR s e9 r.. t: TM THROAT wDrH 2O0 °THROAT wlDrH z9.o r a NOTES FA N I. ]SO / I t osTs va oR Ro oaoveNAv LcBME.uc aESTac ooR2 WO.aoNG 1 2 ALL EXISTING TREES,LANDSCAPE,AND VEGETATION TO REMAIN 'B 20 UNLESS OTHERwISE NOTED CONTRACTORS RESPONSIBLE FOR ° 2 O I/ZW/J///////J/////////////J/l/l//////////Jl//////,I p PROTECTING THE RENAMING ITEMSTYPE B CURB . N EXPANSION FUTURE DRIVEWAY 5GUTTER a l NOTEDALL ARE TO BE PROTECTED IN PLACE UNLESS OTHERWISE CSTC AT TOP O �!\� ' Ts(TYPI\°FU E20 C(EE NOES, a THE C°NTRACTORISRESPoNSI&EFORN°TFVNG THE ENGINEER OF IFSER NG 5TE COugTONS uPou q$LOVERY 6. q\M : I. 5 LLUTILTY ADJUSTMENTS SHALL BE PER UTILITY COVER (TM _ M CH E%ISTING ADJUSTMENT,SPOKANE VALLEY STANDARD PLAN S.. ‘ es,„. GRADE(EGI e. S `' THROAT(SEE NOTE CSTC AT S SUBGRADE STATION TED.AND OFFSETS ARE TO EULuO AVENUE UNLESS OTHERWISE y'. �'' (SEE NOES(PACED COMPACTED 0 STATION.OFFSETS AND ELEVATIONS ARE TO FLOWLNE UNLESS .� 't=- - \ SECTION A-A OTHERWISE NOTED. 0."F, a`,:.'"..`` \ ✓ 9. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. �� \ " /�� ¢! NOcauMMINIMUM SURFACING IN DEPTOP COURSE PTH AND SHALL MATCH SHALL BACK of 10 WHEN BORING OR TRENCHING ES MAY BE FOR CLOSE PROXlmm.PULL BUT A vb /\Y =� CURB(lAD)A%APPROACH DEPTHS HPRHOAT ANDTRAMPPBA LINES. OT°GAS.FlBERNELEPH°NEJCOMMUNICATION OR WATER 2 .< `\�ry CURB AS SHOWN 2. C O95%OF MODIFIED NOT LIMITED L"+ ON PLANS PROCTOR SHALL MPA TEDT SAKE COMPACTED °CURB DRIVEWAY APPROACH DETAIL -`-� DEPTHS. KEYNOTES T OSULE 0CEMENT CONC APPROACH TYPE t MODIFIEDe ROADW nOu(INCLU DING HAUL) 543 Cv 20a0 O DRIVEWAY HMAe E COMPACTION 95 CY O GRAVEL DRIVEWAY 0 �I PVI STA.,..m - - ..... 1- (�PN E t202 23 35 mi 500 INSTALLATION m Y 2085 --..... ___._ i _._. -__ .--- ___.... .._ - -....._ --- OwDE NO PILLWAv 95 5 r p NSR^Nl£T ry-1 1 4 C m �, m j 5.2594 O LLEDI,CTV STD PLAN SS®5 8 - S 1 8.m. l 1 HP ELEV 20]2.t0 CURB ONVEWATAPPROACH LP Ev 2o2Be2 a"s ^e u u u AT CENTERLINE >m m> i ! i y —2025 05l% 1 EXISTING -.. -.-- ' --.. E ATION(ttPI1 ELEVATION Cr, AT -. - ! 20p m �$ e .� m o :8 q g 2020 1 N RR mR oR rr iR R. oR rR 'Ir R„ rR RR oR �9 r� i« ryR nQa la 20 AO i 1+50 2+m z.50 l+m 3.50 4+m .•50 5.00 5+50 I 1 REVISIONS t K LD2N DRAWN BY —AM— 0313 BARKER-UNION PACIFIC CROSSING SHEET @ NO. DATE DESCRIPTION BY 0o—i-"i CITY OF SPOKANE VALLEY DESIGNED BY JAM C1T10F COMMUNITY&PUBLIC WORKS DEPARTMENT EUCLID AVE PLAN&PROFILE 0&WRl LDn,.EDLLIDAVE(EAST)REMISIDNS M Spokane 10210 EAST SPRAGUE AVENUE STA 1+00 TO 5+85(EAST) P P 3 / V n' A ley° SPOKANE VALLEY,WA.99206 CHANGE ORDER#1 Know what's below i°e 11 1,. 8 509 720.5000 AUGUST T,2023 8 Call before you dig. 08109/2023 e OF 40 FEDERAL AID PROJECT NO.STPUL-9932(068) j t pLEGEND 'it. \ '-35 �{ I • SHED SURFACE TOP COURSE \ K4 • ® STAB 5002 Sl O7+ TBC-Eu. ( ) ARTECRIALESHAREDLSE PATH MA - — _— ' \i \ � ArAGr�/,-•, Q�/ arl 69 E MaTQ� 2z] T /�, yn O 1PP OADH I 202615 8 $ a� THROAT WD wD O .DDDD2,5DtT ®sTA7. DT PERI. EF, I 2l EWAYHM BnF- p R D k A. m ' " 2.80 8) SECTION CORNER MONUMENT E AM +At' O. n +w$r+ RrW RM r R EL D257. m RW,, F - �,k _ CENTERLINE MONUMENT ..w. �."` w = DMATCH S,BL o ROAD — EUCLID AVE(VV) I /'"------,/.. r i 1 EU LID AVE(E) ABBREVIATIONS A S N w -1— ,t--�- I-J—I I,�.. crop BACI<oF CURB 18+_ �- y, ,ar i, 78a. V - FL FLOWL NE 7•]BWE ` 8',8' ROA°S[Cr ON w F--W ' W W W . MATCH 30� O RO ECTON 5F8> (/) ( TBC• BLR GNCURB R -• ,.. J I 0eS G. -. -. MD MIDDLE OF CURB N w W >,w�,„, �'°'„w'R"s...rm. •M--'III. 80R RETURN 9]S � Z 2026 ' _- RB 5 _. `���� •ter - X J' -- OFP PAVEMENT is EL zm3a {: _ M RETURN CURVE { EP EDGE 9 s EN p \ ... . B.R M- rtM BM N • iH-... RC REVERSE CURVE BC-BNp 11 �I-:_'4 -3- ,�. a ,� .e AP AN SIDEWALK Ni _--.- TO.caEL 2020 +T 23 Cd R O t <S,2B00 SW SDEWALK - EL 202A00 ETW D\\ EC/BC- 2' - 20 AO EL_2026 -.. PT POINT OF TANGENT C D STA I7D IM3 3] ONrvEWav MPROACHO O B / GB GRADE BREAK u i O S A:8 fi OAT WIDTH 300 7+6530 3506 'R R.5 800 1 O EL 2025.14 ? L 20261 LdD.29 J666 NI' DRIVEWA ROACH •�+ s R r' THROATMOTH.+e.a' NOTES ,'` ' . : I CONTRACTOR TO NOTIFY ALL BUS NEBBES OR RESIDENTS 2 '$""-�'� J l//1l/JJJ/� a . 1- OR UMUGEDAYS PRIOR TO DRIVEWAY ACCESS BEING RESTRICTED EUCLID AVE(EAST)PLAN VIEW LisiE SEO:oC" RCORRSPONLEFIo WIN ONTA ISEOSIBOOR EUCLID AVE(WEST)PLAN VIEW PROTECTING THE REMAINING ITEMS. ] E TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. A HE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DIFFERING SITE CONDITIONS UPON DISCOVERY ALL UTILI,ADJUSTMENTS SHALL BE PER UTILI, 5 ADJUSTMENT.SPOKANE VALLEY STANDARDUN S+O6R 8. SEE CHANNEu2ATI°N PUNS FOR MAILBOX LOCATIONS. 7 ARE TO EUCLID AVENUE UNLESS OTHERWISE NOTED 9. STATION.OFFSETS AND ELEVATIONS ARE TO FLOWLINE UNLESS OTHERWISE NOTED. Q0 ALL DIMENSIONS ARE TO FACE OF CURS UNLESS OTHERWISE 10.WHEN BORING OR TRENCHING FORTS CONDUIT AND PULL 2040 2040 BOXES.BE AWARE OTHER UTILITIES MAY BE IN CLOSE PROXIMITY, 20 203535 ROADWAY EXCAVATION(NCLUD(INCLUDING HAVLI.03R Cv INCLUDING BUT NOT LIMITED TO GAS FIBER. _. TELEPHONE/COMMUNICATION OR WATER LINES - EMBANKMENT/COMPACTION=14 CY a ROADWAY EXCAVATION NLLUD G HAUL,.272CY KEYNOTES ¢�-- " 035 I"2035 E N 2030 EMBANKMENTICOMPAC O BLV a C O CEMENT CONC APPROACH TYPE MODIFIED® "a - E as 45,' OGRAVEL DRI.NANG 6o H °caiDE u E , d } O CMNT CONC CURB TERMINATION.CITY STD PLAN $ 054Y ( t Q SOO U I • II aux I xN TERL NDEEI -.- QO °RAVEL SHOULDER INE ---- -- CURB NLET TYPet(30 WIDE NO SPILLWAY 2020 EXISTING O NSTALLEOI CITY STD PUN S-110 - - I - yy AT CENTERLINE + BOSITNG GRADE r FINISHED DE fy ELTTON°PAD) r SHE GRAD' ® CURB DRIVEWAY APPROACH® t ELEVATION(TY)1'.I ELEVATION P) 20t5 Y 2020 n! l..�ELEVAT DN +.0 w •v a 20z 2015 : n8 nl$ e F.R RR irR o� ttl$R R RR wQ RFI Ra $R RR RR RR n g ewD 6.50 7w0 7.50 113.50 17D.00 170+50 171.00 1 EUCLID AVE(EAST)PROFILE VIEW 111561 EUCLID AVE(WEST)PROFILE VIEW M REVISIONS ot•N DRAWN BY AM 0313 BARKER-UNION PACIFIC CROSSING SHEET NO. DATE DESCRIPTION BY W4`� ''A CITY OF SPOKANE VALLEY �] }EUCLID / CITY OF 11[Lne COMMUNITY 8 PUBUC WORKS DEPARTMENT DESIGNED BY JAM EUCLID AVE PLAN 8 PROFILE /� ELL REVISION(EAS / 10210 EAST SPRAGUE AVENUE STA 5+85 TO END(EAST)& P P4 �7� CO _ AVEA�,EABTIREIgDNS � a.2, Hey (WEST) Know what's below SPOKANE VALLEY,WA.99206 CHANGE ORDER#1 STA 169+00 TO END WEST 0 Yon,,n ✓ m (509)720.5000 AUGUST 7.2023 g Call before you dig. 08/D9/2023 190E 40 FEDERAL AID PROJECT NO.STPUL-9932(068) LEGEND LID 1A5 OST END 1 I !I- - : EDGE UNE 6• .m- 0 •END�p ySTA: 00. ,'L-(' _ 25.0' . BwR 'lld i W WIDE UNE UNE MAC / ,35, 0 ST ,O Q T, d/ VS - Y TVIpwAT LEFT .. N CENTERLINE I.OS0.32 BR 5 _ R -- -CYSTo.,T.D.,gR MEz ... . © I♦ , i 1- STOP BAR yd Q O A 15 vE l`� p 6 Br:. BD I Y ? / N m sTA,6B.]6 R ,�. G °�`°` oJ" D 6BD �� 1 o I 111 RDBGwAX ` r ` m 'J I IBCGS/ 2r v STA 1, d ,80'�/ wc+A^� 20.0'R 1 I Q MATT 8 A]b1 5 L Q^1� T }II II TURN ARROW 20$TA'.169 8 MATCH ^ ROADWAY p �. ;, R] nM RI,1]6'Incosv R140WAY .0 rS1 ,r '', dd�� soul ROADWAY - 9!+/ IBARKER 33ooa FCC.1B6DOI I - � T I NOTES Be0 113tl.30'1 .f, STA:60.09.Bf8.0'R /� STA ]BSR O3 STA:1 I.,afi 602Rr ,� ROADWAY CONTRA NT MARgNG5 AND SIGNS SHALL BE INSTALLED By .arm C�'OR. EUCLID AVE(WEST) HATTAMER LN 2 ALL SIGNrNG SHALL BEINSTAUEDPRIORT007ENw20000 3. MATCH PROPOSED PAVEMENT MARKING TO EXISTING PAVEMENT MARKINGS AT PROJECT UNITS. } ROADWAY 5. ALL SIGNS PUN O.INSTALLED OR 1 PER SPoKANECAB VALLEY LA wK 1-1 I SIGN BRACKETS S AND POSTS SHALL CONFORM TO SPOKANE C (BARKER R 0 I ..® ,, \ COUNTY STANDARD DRAWING MI6A AND A-Iea a ROADWAY STA., 2 gl tO5 13rc.IR) a ALVAGED SIGN T RE USED S.LL BE RETURNED TO A STA.]813.250E VALLEYS P/w PM.......--__.__..._...._6/N BM RM RM _ k�,) KM-- KM _„A6.. R/r� T ALL THE STATIONS AND NE SETS ARE M ONBARKERawOUNLEss !, cece I 6) )_ '''"---:___:._...1 ._.._ 11 �� OTHERMSE NOTEpoFFO � TAt.a,8 7.5E 15' / /-STA:2.228.T51 IO ,m 8. ALL STAnONS AND OFFSETS FOR DOUBLE LINES ARE AT CC ` �� EUCLID AVE(E) 6. W MID-POINT BETWEEN LNEs UNLESS OTHERW6E NOTED . CO ' _ " ; 2.m�IDB F- - D A. 'W s. DESIGNAnONS UNLESS OON THERWISE NOTEDARE TO uicD ALL GNS I15 I t1 1 1 1T C HAVE]' �REFLECTNE SHEETING. d.01MIN1 1p \ `I BEMERPoINT `STA.J.10.),O. �W 10. L ROADWAY SIGNS SHALL • `STA STA:2.9TB,O.OYO O E,WEEN POST Ol O 'ZMATCHING SIGN COLOR POST.REFLECTIVE SHEETING IS NOT t55' 32 d. O S 3.76.3, REQUIRED ON SHARE6USE PATH SIGNS SI 6) — - PAVEMENT MARIONG AC102/ r ' R RM' • - 13 ALL PAVEMENT MARKINGS SHALL BE wHITE UNLESS + OTHERWISE �1 CLE ARANCE OADWAY SIGNS EAFANCE ABOEVE�AO SHARED-USELL HAVE WA OR IT POST ROADWAY SHAREUSE PATH �, a,+ ,. .. ,,I.. SHALL HAVE AS POST. EUCLID AVE(EAST) KEYNOTES ws349,,u wToo=ND MOUNTED,TYPE w, ? 0 PUsnc WOE UNE UNE.WSDOT STD PLAN 6620.1.3 `w,adROADWAY PUST C-0' lxl 6 CROSS MATCH MARK NG as•ANOLE WITH 31 W; STA5wB5 2601 .......• nM F%r .-nM• ....._..-..—RM RM xM" 9/TA 1 PAT OP2,1=NGFFCOARROWS 2SL WSOOT STD PUN 1!/ Us C ( Cr O Z ncO2TRA UNEIv LLD`%!"'ois' I W' EUCLID AVE(E) To, -MATCH._ a c:Ds oP3�R vTER WS�iBTaNUT W RO STA.7.BSB 1. . 0 µ TIC• w,5' UN -1 - - 0.00 1 1 - 1 7.00 I -—T r P�+ - -ems O µ s1C-CENTERLINE(YELLOW).WSDOT STD PUN g zI O EETTEVP�s USTIC-CROSSWALK.WSDOTSTANDARDPLAN 00' 19 71I STA6.2TX,=zLA1 BTAT.35D,9B J. o ;sIDEN aoFEpEDEs p� MpsLKSHALLLINEDP T 5n {$£ V 1 RM RM PUUSnC TVPEe-TRAFFIC ARROWS 2SR.WSDOT STD 6 .�. •-•''`•-AB •• '.:: r; * ,Y .41 ' rM -� zQO Us c2aE EDGE WSDOT M20.,D03 P STD PUN . kl \h yam_ L- = 0 MAILBOX TYPE 1(STEEL POST)e ) I I e EUCLID AVE(EAST)CONT. 1 REVISIONS osxA.I+ CITY OF SPOKANE VALLEY DRAWN BY JAM 0313 BARKER-UNION PACIFIC CROSSING SHEET NO. DATE DESCRIPTION BY q A , ! CIT), �� DESIGNED BY �� CHANNELIZATION PLAN i A 06I0I43 COF1-EUCLIDAVEIEASTIREVISIONs COMMUNITYEAASTSPRAIC GUE DEPARTMENTCH2 Mlt, O��Il7e 10210 EAST SPRAGUE AVENUE EUCLID AVE(EAST$WEST) L �. /V'a 1ey° SPOKANE VALLEY,WA.99206 CHANGE ORDER al AND HATTAMER LN k Know what's below lffdhq pi.P``\ 6 9/2023 JJ 509 720.5000 AUGUST 07,2023 § Call before you dig. ( ) 34 OF 40 GENERAL NOTES 1. CURB INLET SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478 (AASHTO M 199) & ASTM C-890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE PROJECT SPECIAL PROVISIONS. 1' A CONCRETE 2. TOP SURFACE TO BE BROOM FINISHED. SPILLWAY 3. ALL EXTERNAL EDGES NOT LABELED SHALL BE TROWELLED WITH 1/4" RADIUS • EDGER. 4. WIDTH TO BE DETERMINED BY DESIGN ENGINEER. / \ n 5. CONCRETE SPILLWAY SHALL EXTEND TO SWALE BOTTOM. \ w 2 oa 3/8" EXPANSION >z JOINT / N /� ` #4 x 12" REBAR /i / /� CURB I I ,CURB,i 2" MIN. COVER B CUR B EXTEND SPILLWAY _ CUT #4 x 12" REBAR TO SWALE BOTTOM ���� 3/8" EXPANSION G FAN R EMBEDDED 6" WITH JOINT (TYP.)—� �� I 2" MIN. COVER CONTRACTION JOINT CONTRACTION JOINT A 3/8" EXPANSION JOINT TOP VIEW ISOMETRIC APPROVED BY: GABE GALLINGE , P.E. DEVELOPMENT SERVICES MANAGER TOP OF SPILLWAY TO BE SET 1'-6" MIN. 2" MIN. ABOVE SUBGRADE 4" 1' SEE NOTE 4 1' 4" APPROVED FOR PUBLICATION 1/2016 FOR SOD OVERGROWTH. r ANGLE POINT 3/8" EXPANSION REVISION DATE 1/2016 DRAINAGE SWALE JOINT (TYP.) R=3" TOP OF SOD . \� •- • --- - CURB CITYOF� - �_ �^ #4 x 12" REBAR GUTTER EXTEND SPILLWAY 2" MIN. COVER CONTRACTION JOINT FLOW LINE 40. Valley% TO SWALE BOTTOM 4" PORTLAND CEMENT NO LIP CONCRETE SECTION A-A SECTION B-B CURB INLET TYPE 1 STANDARD PLAN NO. S-110