Loading...
HomeMy WebLinkAboutR-3693041O z m a V I UPRR UN/ON P -- STA 1034+48.56 HVF " PACIFIC RR HVF STA 1034+18.56 370.17 LT STA 1027+95.32 HVF STA 1030+38.73 370.95 LT - - HVF 379.20 LT STA 1031+18.73 STA 1034+48.45 HVF 370.63 LT 378.44 LT HVF HVF HVF STA 1034+18.45 360.17 LT �+•• .ram - -- - - - --- ---- 360.94 LT HVF E vvvvvv STA SF vv vvvvvvvvvvvvvvvvv'vvvvvvvvvvvvvvv 'v 1034+18.1 STA 1027+95.37 STA 1029+11.54 HV\ VF344.86 LT + 368.63 LT 378.09 LT vv v v o v� vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvyvvv v v COVR.vvvvvvvvvvvv�.vv �� vvvvvvvvvvvvvvvvvv VEG v vvvvvvvvvvv vvv +` STA 1034+48.28vvv vvvvvvvvvvv JJ v vvvvvvvvv vvvvv vvvvvvvvvvvvvvvv v vvvvvv vv HVF vvvvvvv .vvvMLCHvvvvvvvvv vvvvv vvvvvvvvvvvvvvvv v v�.vvvv vvv345.17LT vv g�FF v v vvvvv vvv SEE CONSTRUCTION v _ vvvvvvvvv vvvvv vv STA 1031+17.36 vvvvvvvvvvvvvvvv v SEED vHVFvvvvvvvv vv STA1034+17.78vvvv vvvvvvvvvNOTE10 vv vvv`-vvvvv vvvvv vv 258.30 LT v vvvvHVF STA 1034+47.78 vvvvvvvvvv v JJ_ v TOP v vSTA 1030+37.36 vvv v v v vvvv v v 300.94 LT + HVF, vvvvvvvvvv v \\ HVF\ � " . v v vv 259.21 LT vvv � vvvvvvvvvv v v o v `J �+'+- vv vv-vvvvvvvvv _Lj �v v vvvv vvvvvvvv �� v vvvv + vv vvv•.yy" y.vv vvvvvvvvv vvvvv vv vvvvvvvvyvvvvvvvvv+ o a v vv v v .vvvvv v P.: vvvv vvvvv o o vvv vvvvvvvvvvvvvvvvvvvvvy v vvv vvvvvvvvv .'IP''`:v.�: vv v vvvvvvvvvvvvv v vvv* vv vvvv vvv HVF' STA 1034+17.39 `vv vvv STA 1034+47.39 vvvvvvv vvv v v vvvvvv vvv< 265.94LT vvvv. 265.17LT HVF vvvvvv vvvv � �: vvvv vvvvvvv vvvvvvvvvSTAB vvv vvvvv vvv vvvvvvvvvvvvvvvv'* vv vvvvv Z vvvv vvvvvvvvvvyvvv vvvvvvvv vvvvvvvvv�v.vvvvvv vvvvvvvvvvvvvvvv STAB v v vvvvvvvvvvv�.vvvvvvvvvvvvvvvv SEE CONSTRUCTION NOTE 10 vv vvvyvvvvvvyvvwvvv vvvvvvv vvvvvvvvvvv vvvvvvvvvvvvvvvv vvvvvvvvvvvv vv vv v vvvvvvv.vvy,vvvvvvvvvvnvvvvvvvvvv�vvvv v,vvvvvvvvvvvvvvvvvvvvvvvvv vv vv HVF, STA1034+16.32 ��v v�"vvvvvvvvvvvvvvvvvvvvvvvvv vvvvv vvv vyyvvvvvvvvvvvvvvv�vvvvvvvvvvvvvvvvv�vvvv--------------- vvvvvvvvvvv vvvvvvvvvvvvvvvv "I PUMP vvv COVR. vvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv�� - 170.00LTSTA1034+46.33 vvvvvvvvvvvvv vvv v v �v�.�170.00LT HVF �v.vvvvvvvvvv COVRvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvywvvv vvvv VEG vvvvvvvvvvvvvv��vvvvvvvvv .vvvvvvvvvvvvvvvv.vvvv vvvvvvv.vvvvvvCvvvvvvvvvv PIPE ':' .. vvvvk\vvvvv �� �"vvvvvvvvvv vvvv vvvvvvvvvvvvvvvvv vv vvvvvvvv�vvvvvvvvvvvvvvvv�.vv ,+ vvvvvvvvvvvvvvvvvvvvvvvvv w �i'_vv vvv vvvvvvvvvvvvvvvv v BUFF vvvvvvv.yvvvvvvvvvvvyvvvvv�vv'/j^� .vvvvvvvvv.vvvvvvvvvvvvvvvv vvvvvvvvvvvvyvvvvvvvvvvvvvvvvvvvvvvvvv�.vvvvv 'IP vvvvv vvvvvvvvvvvvvvvvvv�" ++� �vvvvvvvvvvvvvvvvvvvvvvvv vvvvvv vvvv vvv ��, vv_v v'MLCH vvvvvvvvvv�vvvvvvv yvvvvvvvvvvvvvvvvvvvvvvvvv STA 1029+36.39 � vvvvvvvvvvvvvvvvvvvyvvvvv�vvvvvvvvvvvvvvvvvv."� +,��+ v.vv STA 1034+45.32v vvvvvvvvvvv \\\\ 80.00IT HVF \\"SEED v\\\\\\\\\\\\\\\\\\\ \ `\\\\ HVF STA1034+15.32 \ HVF \\\\\\\\\\ vvv v .�/'!�/�+� ,vv 80.00LT v vvvvvvv vvvv vv vvvvvvvvv vvvvvvvYv >vvvvvvv 80.00LT vvvvv vvvvvHVF� vvvv �� vvv +,+ v vv�TOP, vvvv 7 a/ y vvvvvvvvvvvvvvv�HVFv v vvvvvvvv vv�.v +-�y v�vvvvvvvvvvvvvvvv v vvvv vvvvvvvvvvvvv vvvv vvvvvvvvvv vv vvvvvvvvvvvvvvvvvvvvvv IF vvvvvvvvvvvv vvvvvvvvvvvvvvvvvvv vvv vvvvvvvvvvvv vvvv 77 0 =-7- NC BNSF RR 028+00 -D 1029+00 1030+00 ��1031+00 90 �1032+00 _ 3+00 1034+00 1035+00 - 1036+00 1 FrFnln• o - - - ROW LINE y PROPERTY LINE - - - - - - - - - EASEMENT LINE d WETLAND BOUNDARY LL - - - - - - WETLAND BUFFER SF SILT FENCE CG CLEARING AND GRUBBING LIMITS a HVF HIGH VISIBILITY FENCE FM TEMPORARY PIPE FOR CONSTRUCTION DEWATERING N o Z E 12 FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. MATCH LINE (SEE SHEET TE-6) CONSTRUCTION NOTES: T �T 1. ALL BMP NUMBERS CORRESPOND TO THE DEPARTMENT OF ECOLOGY Ivvvv��l CONSTRUCTION EASEMENT STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND SHALL �\ BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH SAID MANUAL. F/',/ ACCESS EASEMENT 2. CONTRACTOR SHALL ADJUST SILT FENCE AND OTHER BMP'S TO FIT SITE SHOOFLY CONSTRUCTION EASEMENT CONDITIONS AND AS APPROVED BY THE ENGINEER. WETLAND AREA 3. HIGH VISIBILITY FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS. 4. SILT FENCE SHALL BE PLACED 2' INSIDE OF THE HIGH VISIBILITY FENCE AND ® 12' SHOOFLY ACCESS ROAD AS SHOWN ON THE PLANS. + + PROVIDE PROTECTION OVER 5. CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES AT + + + + + EXISTING WATER MAIN. SEE ACCESS POINTS TO THE WORK AREAS OR AS DIRECTED BY THE ENGINEER. DETAIL A ON SHEET RB-2 6. CONTRACTOR SHALL INSPECT PAVED ACCESS ROUTES WEEKLY FOR TRACKED MUD FROM THE CONSTRUCTION SITE, AND REMOVE ANY MATERIAL TO PREVENT IT ENTERING THE DOWNSTREAM STORMWATER CONVEYANCE SYSTEM. *J BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 I Gr_Gn1n• VEG BMP C101: PRESERVING NATURAL VEGETATION BUFF BMP C102: BUFFER ZONES HVF BMP C103: HIGH VISIBILITY FENCE ENTR ® BMP C105: STABILIZED CONSTRUCTION ENTRANCE STAB BMP C107: CONSTRUCTION ROAD STABILIZATION SEED BMP C120: TEMPORARY AND PERMANENT SEEDING MLCH BMP C121: MULCHING COVR BMP C123: PLASTIC COVERING TOP BMP C125: TOPSOILING DUST BMP C140: DUST CONTROL CONC BMP C151: CONCRETE HANDLING SAW BMP C152: SAW CUTTING AND SURFACING POLLUTION PREVENTION DIP BMP C220: STORM DRAIN INLET PROTECTION nSF BMP C223: SILT FENCE = SWEEP MISC. BMP: STREET SWEEPING r Z PUMP MISC. BMP: TEMPORARY PUMP FOR STORMWATER m PIPE MISC. BMP: TEMPORARY PIPING FOR CONSTRUCTION STORMWATER FMTT XX # ITEM INCLUDED IF PROPOSED ACCESS IS USED m C/) Im GENERAL NOTES: --1 1. STOCKPILE LOCATIONS SHALL BE LOCATED AS ALLOWED ON - H EASEMENT DRAWINGS. m 2. CONTRACTOR SHALL MAINTAIN BMP C150: MATERIALS ON HAND, ON -SITE IN AN AREA EASILY ACCESSIBLE. 3. STORM WATER DISCHARGE SAMPLING LOCATIONS TO BE FIELD LOCATED BY THE CESCL. 4. CONTRACTOR TO FOLLOW BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT IN THE STORAGE OF HAZARDOUS MATERIALS ONSITE. 5. SEE SHEET TE-1 FOR ADDITIONAL NOTES. 6. CONSTRUCTION ROAD STABILIZATION ROUTES ARE ILLUSTRATIVE ONLY, CONTRACTOR TO DETERMINE ACTUAL ROUTE. COST FOR ROAD STABILIZATION IS PART OF CONSTRUCTION ACCESS. 7. STATIONS AND OFFSETS ARE TO CONSTRUCTION ALIGNMENT "BNSF ROW". 7. SEE EASEMENT DRAWINGS FOR ALLOWABLE ACTIVITIES ON EACH PARCEL. 8. CONTRACTOR SHALL INSTALL THE PROPOSED STORMWATER TREATMENT POND PRIOR TO BEGINNING ANY MASS EXCAVATION. STORMWATER PUMPED FROM THE EXCAVATION SHALL BE ROUTED TO THE POND FOR TREATMENT BEFORE BEING DISCHARGED. 9. CONTRACTOR TO PROVIDE NOTICE TO JOHN HOWAT, OF THE CITY OF TUKWILA MAINTENANCE DEPARTMENT 10 WORKING DAYS PRIOR TO RELOCATING ANY STOCKPILED MATERIALS. SEE SHEET G-7 FOR CONTACT INFORMATION. 10. ONLY ONE OF TWO ACCESS ROAD LOCATIONS WILL BE UTILIZED BY THE CONTRACTOR. THE ENGINEER WILL DESIGNATE WHICH ACCESS ROAD LOCATION WILL BE USED. BEE -ivns NO. REVISION BY DATE APPR ^" AS SHOWN �� DATUM 40 0 scale CITY OF RENTON Public Works Department Approved For Construction 40 KEY PLAN fPaf R-369341 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A SITE PREP AND TEMP EROSION CONTROL PLANS TE-3 SHEET 2