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HomeMy WebLinkAboutR-4080091 1 Gpb� - J E z I sh NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ' TRUCK HAULING ROUTE / G EXCAV _ STOCKPI ramAw a 3 DUCT BANKS \ G IL N, G G STORMWATER INFILTRATION FACILITY FOOTPRINT TO BE PROTECTED DURING STAGE 2 I I _Ir I I ' \ I q py� AVEL ` D ZIALS \ O \ pyA I I °tiA o\ kh � °yA ptiA tiF TEMPORARY ACCESS ROAD FOR MONROE AVE PROJECT S 1 TYF�E 1 PE � —� 8 RIM — 34584 1A4 345. 76 18 C 8" CMP (E) lE = �4 (W) lE = 343. 81 g C - _ - SUMP = 340.74 SUMP = 34226 36' CMP"(N= 36" CMP (S) lE = 332.56 DESIGNER DRAWN BY CHECKED BY CITY OF RENTON PUBLIC WORKS • CD TT RG 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 a- NO. REVISION COMMENTS BY REVIEW DATE n a i MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 i, r Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com O TRUCK HAULING ROUTE EH GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL WHEN VEHICULAR OR PEDESTRIAN ACCESS ROUTES ARE TEMPORARILY BLOCKED. 2. PEDESTRIAN AND VEHICULAR ACCESS ALONG MONROE AVENUE SHALL BE MAINTAINED AT ALL TIMES. UNOBSTRUCTED CONTINUOUS 4' WIDTH PEDESTRIAN ROUTE COMPLIANT WITH ADA STANDARDS SHALL BE PROVIDED. 3. ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED THROUGHOUT DURATION OF THE PROJECT. 4. THIS PLAN SHOWS APPROXIMATE LOCATIONS OF ITEMS RELEVANT FOR SITE LOGISTICS. CONTRACTOR IS RESPONSIBLE TO DEFINE FINAL WORK PLAN AND SUBMIT TO CITY OF RENTON FOR APPROVAL PRIOR TO CONSTRUCTION. � LEGEND J I� GRAVEL BACKFILL STORAGE STOCKPILE BY OTHERS APPROXIMATE COR HAULING ROUTE PROJECT LIMITS / TCE DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 SD — —' 41 \, -- --- .9033 . q,d 190335.98 (N) lE = 333.05� 50 0 50 100 (S) lE = 332.95 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER STAGE 2 SITE LOGISTICS PLAN C1 05 DRAWING NO. R-408009 SHEET: 9 OF 36 © 2023 OTAK, INC.