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Home My WebLink AboutR-433408co co 0 w I- E Q 0 N I Ln N CD Lc 75 Q Ld J Li �W _ I I K 1 1 1 W U U �T \ P 12' SPU RIGHT -OF WAY O GP 6W TER MAI \ S� ■ I P j ■ p Z PROP LIAINDS( REFER TO LS 0 0 U o D _j i CONTRACT RSHALL ORDINATE A TH SPU PI I CONST UST ONA NG THINTHE CON CIO C CP CD I III PER C MA CH EXIST GRADES, III TYP VEHICU AR PAVING, 0 RETE PANEL P ACEM N , TYP. \ \ RTO NOTE6. CD 1�1 0 ■ CURS STD LAN 1 DCB 100 7. ............ .............. v, THIS METER BOX IS EM • ■ -A ----- ■ MAT G RA P P EXISTING 1-INCH IRRIGATION METER PER CITY RECORDS I c� W W 2 lrpif 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com REFER TO SHEET C3.00 FOR CONTINUATION I...... - ■ 1k■ T 1l10*,■* ■Imi ■ ■ M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ IE 34.4 SE, 8 IRO OL!.............. ...................... 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REFER TE \ - a ; EXIST CONCRETE + + +± + / PAVING TO REM TYP • � REMAIN, T ° ■ RELOCAT T # D r' + + A ' A WATER RI ING _ _ P PERMEABLE SURFACING 2 a■ + + + +,� + +l+ + + + + + + d: FOUNTAI , L CATE _ EXIST TREE, TYP C4.50 ■ + + + + P + ++ +1 ROIF + + + ° ° PER LS P -= - a YD 2402 ■ + r + , + +/+ C�C�NC +(b,� P+ + + a' a . zn P �.TEABLE ■ + �+ �'+ +� + R� .. + + + + + + ` + S A P�OP THE +, + + + + \+'++++ +�+ + EFE LAN �FO�R�1I + 4+ +��. A IE . 8�TAT I u 4.5o a + + +/ + +.-S�F� RI G,1+ +3+4+ �+ ; ',� ' da Q INTER E T EXIST 3/4 \ a 34.7 S 8 a+ +/+ +-+ + ° a + + ++ + + / + + + +/ + + + + ° . CONDU T EFER TO \ + +� + + + PSIGHTING+ ++ d ■° e d °.. ELEC PL �` 1+ + ( 4° Pv�+c A ° ° + + + +C�, C RL+AXIS d .: :. RM + + + + ° C3,20 ° SD'�IN 10 AD 10 (EXIST) 13 o 4 + + + + + + + + + FG V � ad °. ram+ + + + +��PkJ WATER �°IIAINa -- _ IM 37.55± v h + + % + + + + + + + ° dd ° PR EC T SPU ° 411 IE IN 35.0 (NE) w + + + + ° d ° d ° REPEAT COMMENT FROM v2: CATHODIC FRO TION 4" IE OUT 35.0(SE) LLU U % a 44 VERIFY THAT DRINKING FOUNTAIN IS a d. ` ° m ' 8� SD, TYP ..° CONNECTING TO DOMESTIC WATER d . RECTIFI , + + + S°D a SD SD °° SDI---�=SD SUPPLY AND NOT TO LANDSCAPE d �.. d ° .d ° a ` IRRIGATION LINE : a p ° - + + i 0 Q 52. SOU WATER AMAIN.- PR S SEATING, TYP /+ + + +A. , 9. /° + + + ° + w d:° a a RE+ S PLANSLL e d + a + ° A .tl a + +33. WW .. A . ° d ° .dO .d Q . . °: v.. A. 7 d + :° .md., .A'..daa ,a d e°.. A .•e�V �.. •LI + Z e e d - G _ a + + = ; e d d e a . ° . d d g °�, _ ( ail PVGOIUDUIT + + °. • +L °' e ° : ° a ° .. Q a a ° ° d e d a a (2:)-1° PdVC CON�.UITS + +�+ Q + + + ;a ' 'a. e e ° ° ° ° . REFER TO EL°EC 'PLAN + + m C NET EX $ + �� + + �� G\ Iy( e <� ° e ° EX T RI 5.58 *, + + - A ° d ° ° d a + III IN33.6±(N) + + + + �� N d'�11. .T d ° ROF�EL�G..ENCALOSURE °a + d: 2"I IN33.6 (I� +++ + ,"°' �.° ° ° PLANS a d++; ++ + +; .. .d e°� EX 2" I OUT + +a' ' ° A d eV + + + +I D ' . d.° 516 + + + + 0 XIS +� + •.° �d°`-- G_ ° .. ° +,'+ + � + -+ ° a '• � •eQ' ° � + + + RAIN • a ° ' ° a • ° V C 2 . S ' d ° + + + + + + ° ° °wd�,9• + r + + + C+ + + 5 M ° ail d __ ° /\/ _ PAR + + 'a � #569600005fl + ,- d a + + + e d - .- . ° + +N ' �4SERVICE PROP LIGHT + _ + A tr ° �° I T RCf P EX ST d. 41 A A ` + + + + + m+ ° • REPEAT COMMENT FROM V2. 1 DCVA ° + A - + - REQUIRED FOR BACKFLOW P° P a P P PREVENTION 1111 SEE IRRIGATION PLAN YD 1892 L14 P P CO P 4" IE T NW ■ ■■■■ ■� ■ ■■6116 ■�a ■ ■■■■■ ■ as � I ELECTROLYSIS TEST STATION, PER CITY PIF SEATTLE STD PLAN 360. RERO EXIST SPU ELECTROLYSIS TEST ANIONS CONDUIT AND V� WIRING T PROP LOCATION. COORDIN TE WITH SPU. CLEAN OUT (C ) 3 4" IE 35.2 OUT, NLr C3.51 • Call 811 a two business days before you dig N0. REVISION LIMITS OF WORK, TYP 21+00 S 3RD ST I - - SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE APPR APPROVED: SCALE: NOTES: 1. REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. REFER TO C3.00 FOR CIVIL IMPROVEMENT'S LEGEND AND NOTES. 2. CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO CONSTRUCTION, FIELD VERIFY DOWNSTREAM INVERTS FOR ALL EXISTING SS AND SD PIPES, AREA DRAINS AND CATCH BASINS WITH PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE FOR ALL UPSTREAM PIPES. PIPES SHALL BE VERIFIED WITH DYE TEST, CCTV, OR OTHER METHOD COORDINATED AND APPROVED BY CITY OF RENTON. COORDINATE TESTING WITH CITY. 3. PROJECT ASSUMES THAT ALL CITY EXISTING UTILITY INFRASTRUCTURE IS ADEQUATELY SIZED TO SUPPORT THE PROJECT. 4. PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES TO REMAIN WITHIN AND ADJACENT TO LIMIT OF WORK. 5. ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A PAVEMENT RESTORATION PLAN INCLUDING, CUTTING AND JOINTING, FOR ALL PAVEMENT BEING DISTURBED. 6. FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD DETAILS. TRENCH AND BACKFILL SHALL BE PER CITY OF RENTON RENTON STD. PLAN 220.20. PEDESTRIAN CONCRETE PAVEMENT SHALL BE PER CITY OF RENTON STD. PLAN 102. VEHICULAR CONCRETE PAVING SHALL BE PER CITY OF RENTON RENTON STD. PLAN 110, 110.1 AND 111 AND PROJECT DETAILS. 7. PEDESTRIAN CONCRETE, MINIMUM SECTION: 4" CONCRETE 6" CSBC REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES. 8. THE RENTON MARKET AND PIAllA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM). 8.1. FLOW CONTROL: THE PROJECT PROPOSES MORE THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE AND IS LOCATED IN THE PEAK FLOW RATE CONTROL STANDARD AREA. TARGET SURFACES DO NOT GENERATE MORE THAN A 0.15-CFS INCREASE IN THE EXISTING SITE CONDITIONS 100-YR PEAK FLOW, THEREFORE FLOW CONTROL IS NOT REQUIRED. 8.2. WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE (PGIS), AND LESS THAN % ACRES OF POLLUTANT GENERATION PERVIOUS SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED. 8.3. ON -SITE BMPS: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE, THEREFORE ON -SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE. 8.4. THE PROJECT IS LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND DISCHARGE TO THE CITY MAIN. 9. GREASE INTERCEPTOR SIZE AND VAULT PER MECHANICAL. 10. ELECTRICAL SERVICE FOR THE SITE IS PER ELECTRICAL. 11. STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED. 12. STORM DRAINAGE PIPE MATERIAL SHALL BE PER RSWDM TABLE 4.2.1.A2, UNLESS OTHERWISE NOTED. 13. ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO CITY OF RENTON AND MUTCD SPECIFICATIONS. W W N 0 5' 10, 20' 1 inch =10 feet ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF V'RI RENTON Ntbw Planning/Building/Public Works Dept. R-433408 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i DEVELOPMENT ENGINEERING msippo 08/13/2025 WATER UTILITY ABDOUL GAFOUR 08/13/2025 DATE: RENTON MARKET & PIAZZA 7/16/2025 CIVIL CONSTRUCTION PERMIT FIELDBOOK: PAGE: DRAWING NO: CIVIL IMPROVEMENT PLAN C3.01 SHEET:8 OF: 61 C'7 co O LO N A u O O N a J 100 C:) (] N Ir 'o1