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Home My WebLink AboutR-433407It CY) Co 0 I LLI 3 w Y Q U i 0 0 �i U 0 0 0 Q U 0 .o 0 N N CD O CN N 0 N O O O O r� N rn N L0 N O Lti 75 Q Z J Li I II II FF=36.51 xIN =36.55 � o I PROT CT EXIST:R INLi SIGNAGE, IUN ES, N RWI$E NOTED ON 2.0 U� I LLJ j GF Q IN ° coy Do 0 ❑coL coL❑ 0 ❑ CUL COL❑ �❑ - °ol O - �- -O _P T� Co- --- COL JP DOST.ONLYFT RELOCATE/ EXIST EVENT I CENTER SIGN, REUSE EXIST EXIST RENTON - POLE TRANSIT CENTER RELOCATE EXIST EVENT CENTER/PARKING SIGN, INSTALL NEW POLE. sD QEi nr° EXIST 2 HR ENTER -�- PARKING SIGN TO EXIST I LIGHT 1 71 PCAB� TEMPORARY ENCLOSURE, REFER TO ARCH PLAN EXIST TRANSIT CENTER ADA PARKING STALL, APPROXIMATE LOCATION. r PROTECT EXIST ADA STALL, - - - - ANCZSTRIPING . . X ❑O ❑ ❑ ❑ ❑ C El � OL Li - If COL COL COL (T ) C P L U ❑ ❑ ❑ ❑ ❑ ❑ COL 0 % COL COL EVENT. RKG COL CO OL --- ----- - _- - -_ r - - on MIN KG - F Q 1 oGP tH.O'�Y UP 1 REMOV�B E BOL�LA D, 0 P r ^ T.V H.0 LY C7 GP 1 o REFER TO LS PLAN EXIST 1" LS IRRIGATION 0 w IW GP 1 1 Ss J _ -0- _ _ __ I___E1 WATER METER, PER COR 1 'VEHICLE INGRESS AND 1 � coL�GP EXIST 1.5" LS DOMESTIC I SS 0 1 �w �EGRES rT� j 10 0�� 11 00 WATER METER, PER COR I YP _ _ RESTRIPE EXIST _ _ 11 UNMARKED I _ ■ _h PARKINNG STALLS. o1 LOADING ZONE lU EXIST SIDE SEWER, 1 - I• •�'�• • •• • • • • • GP ' 1P pro oGP c REFER TO ADD ALT #2 ' oCP oGr L, .77 L J II �I EXIST 4" FIRE """"' " h F 3 � L . SS LINE 10 EXIST BUILDING, TYP SPRINKLER SUPPLY-L.-C3 20 LINE, PER COR SSMI RIM 35.59 IE 31.7 E,N U "PLASTIC" COL EXIST MH RIM 35.59 6" IE 31.7�E,N @ CL I E IST S CO AND EFE; T ADP AL #2 rPEIT 00 i r l J I S REFER TO SHEET C3.01 FOR CONTINUATION RENTON MARKET ADDITIVE ALTERNATE #2: SIDE SEWER REPLACEMENT EXISTING SS CO ELEVATION TO BE FIELD VERIFIED. A CCTV INSPECTION OF THE EXISTING SIDE SEWER IS REQUIRED TO SURVEY CONDITION OF PIPE. A CIPP LINER MAY BE REQUIRED DEPENDING ON THE CONDITION OF THE PIPE. IF EXISTING SS CO IS AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE OUT OF THE SITE (EXISTING SS PIPE MUST BE AT MIN 2.0% OR APPROVED BY THE CITY) AND ALLOWS FOR THE ONSITE GREASE INTERCEPTOR PIPING TO BE INSTALLED AT A 1.0% MINIMUM SLOPE, AND EXISTING PIPE IS IN SUFFICIENT CONDITION THEN EXISTING SS MAY BE USED. IF SIDE SEWER REPLACEMENT IS REQUIRED, NEW PIPE, CLEANOUT, AND PAVEMENT RESTORATION (INCLUDING FULL CONCRETE PANEL REPLACEMENT), SHALL BE PER COR STANDARDS. lrpif 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com • Call 811 • a two business days before you dig N0. REMOVABLE BOLLARD - MOUNTING BASE PLATE, REFER TO LS PLAN 1 SIDE SEWER ° ENLARGEMENT �.12 REVISION a I � I �I WORK LIMITS, T P 1 I �1 mmmop RI T-OF- Y INE z TYP 22.6'. REFER TO SHEET C3.02 FOR CONTINUATION SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE APPR APPROVED: 55.0' SCALE: DRIVEWAY ENLARGEMENT 1 C3.11 SERVICE VEHICLE EGRESS, RIGHT TURN ONLY W a III..- 12+E 7.13 LU W ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 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. N 0 10, 20' 40' 1 inch = 20 feet CITY OF RENTON Planning/Building/Public Works Dept. R-433407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 08/13/2025 mom WATER UTILITY ABDOUL GAFOUR 08/13/2025 DATE: RENTON MARKET & PIAZZA 7/16/2025 CIVIL CONSTRUCTION PERMIT FIE`D6°DK: PAGE: DRAWING NO: CIVIL IMPROVEMENT PLAN C3.00 SHEET: OF: 61 C'7 co N O O O N u co O CD I N oC '�1