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Home My WebLink AboutR-370004CULVERT w -LI IC "O =o LE.= 367.22(12 "CONC E) ` + w ` � CULVERT T w - w t I.E.= 370.65(12"CONC a4) -w -w �i -w 2 DROPS SINGLE LAYER SILT FENCE SANITARY SEWERJ\ NITARY SEWER MANHOLE W A= 373.54 =365.39(6'PVC NE) =365.44(NO PIPE E) F 365.32(TPVC W) w O a � STATIONS h h 7 r•. / r �es �� r rl FOUND REBAR /CAP 1 2 198" �• SINGLE DYER NAG S-75 SILT FENCE r r I a MAG NAIL /WASHER i 1.0 I 1 CLEARING LIMITS, , n SEE REMOVAL PLANS C1.1 AND C2.1 2 Y '' I` AFN 5664146 NAG 8.75 < I Z amx K0 1MM tJ TILL �Z ,yam MAILLET & MUIRa REVISION ASSOCIATES so T.P.N. 2923059042 N DITCH #4 n I N SEDIMENT TRAP 12, S® _ FOR 221 ACRES = 2174 SFr OF SURFACE AREA REQ'D, SEE DETAIL ON SHEET C0.3 11 NIAIIIYi2cl R= 25.00' EASEMENT FOR PARKING, CIRCULATION, AND 11 LANDSCAPING AFN 900 DITCH 13 1 25' GAS EASEMENT AFN 9501250239 i ASP INVESTMENTS T.P.N. 2923059 _SINGLE..LAYER -�� SILT FENCE 444 i---7 _ .0 PARCEL "8" 6' INGRESS, EGRESS EASEMENT I Sil, nm 0443 CONSTRUCTION ENIWWCE PAVEMENT SHAT BE MAINTAINED (EITHER AS EXISTING PAVEMENT D T OR RASE COURSE) IN THIS AREA ACE of TO PROVIDE ACCESS FOR 1 -12 PROPERTY TO THE WEST I PVC E (12-PVC S) (8'FVC NW) r ONLY 1 SINGLE LAYER SILT FENCE CONC E) - ---- ' 1.12 \ 92.35- - - 2 Jj s 1 D l� REMOVE CATCH BASIN BEFORE PLACING STABILIZED SINGLE LAYER SILT FENCE DITCH $2 EX. 8" A.C. WATER MAIN -\ CLEARING LIMITS, APO SEE REMOVAL PLANS SINGLE LAYER SI FENCE NTROL C1.1 AND C2.1 LT - -- � PARKING AND FUELING i AREA WITH SPILL ,RESPONSE MATERIALS AND WASTE LIQUID STORAGE 78'49' Z,. E''' w 303.40' ' ` sTO FIR II�U� TEMPORARJ EROSION CONTROL LANKET, TYP. STORM CATCH BASIN EX. MANHOLE #1252- RIM = 397.78 FOUND REBAR /CAP I.E.= 388.13(8"PVC E) PACE LS #11691 I.E.= 388.08(8PVC SE) 8 -01 -12 G0j(T8 LE.= 387.7B(8'PVC W) P.O.B. ,<tQ�.l. �f. ,Annro 1c1 1 of n TBM #2 ELEV 400.69 zs IIN m RR SPIKE 0 ° � I FOUND REBAR /CAP PACE LS #11691 8 -01 -12 - - _ \ W I CATCH BASIN SILT INSERT C o U M LU \ to , 1 q �A �L \ TEMPORARY SION COt[iJtOL , TYR , I r � 1 TEMPORARY EROSION w 1 CONTROL BL7 o I 2 DROPS, 1 LUMO I i � I I 1 I SANITARY SEWER MANHOLE RIM = 399.79 I.E.= 389.54(8PVC E) LE=389.39(8°PVC S) 1 LADDER (NE) EX. 8• SANITA Y SEWER 5.7' 1 FOUND REBAR /CAP PACE LS #11691 CLEARING LIMITS, SEE REMOVAL PLANS CIA AND C2.1 DIRECTIONAL ONLY s 1 1 FOUND REBAR /CAP 9 PACE LS #11691 8 -01 -12 x' EX. MANHOLE #13 -2 RIM= 400.40 1 I.E.= 389.01(87PVC N) LE- 389.95(87PV -Ft MAG EX. 8' SAN I LADDER (SE) 7 -19 -12 o S 4284" W S <° 21.60' FOUND REBAR /CAP 4 0 GRAPHIC SCALE 30 0 15 30 IN COMPLIANCE WITH CITY OF RENTON ST NDARDS BY Date: `t % 13 BY Data d. Date: BY: Date: COMTRWTM SEOL13C c 1. APPLY FOR k OBTAIN ALL REQUIRED PERMITS INCLUDING TO BUT NOT LIMITED TO SOIL SEDIMENT CONTROL PERMIT do STATE NPDES PERMIT NOTICE OF COVERAGE FOR CONSTRUCTION ACTIVITIES. 2. HOLD THE PRE - CONSTRUCTION MEETING. 3. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 4. FLAG OR FENCE CLEARING LIMITS. 5. INSTALL CATCH BASIN PROTECTION. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE 7. INSTALL PERIMETER PROTECTION. 8. CONSTRUCT SEDIMENT TRAPS. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES, OR INSTAL. NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUNAFNT. 13. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE 14. SEED, SOD, STABILIZE ALL DISTURBED AREAS AND REMOVE 8MPs IF APPROPRIATE. LINING INSTALLATION LINING. 1 D Z1 Z2 1 B CHANNEL CROSSSECTION ZrO71940orz, 0 L fikII�i 91 _ SINGLE LAYER SILT ...... FENCE, SEE DETAIL 1 DOUBLE LAYER SILT ----- - - - - -- FENCE, SEE DETAIL 4 "- ' -' - - -" STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL 2 CATCH BASIN SILT INSERT, SEE DETAIL. 3 DITCH, SEE DETAIL --- . -...- THIS SHEET SEDIMENT TRAP �j-- 1H-Ij --H OUTLINE, SEE DETAIL 5 CLEARING LIMITS DITCH NO. STATIONS f r•. . �es �� ., 1 Iv'a°ta' I.t DATUM BEE PLAN 1 2 1.0 �• __ NAG S-75 2 SEE PLAN 2 1.0 08/05/13 1A NAG -75 3 BEE PLAN 2 1 al[ 118 NAG 8.75 < SEE PLAN Z amx K0 1MM tJ TILL �Z ,yam N0. REVISION BY DATE APPR � STORM CATCH BASIN EX. MANHOLE #1252- RIM = 397.78 FOUND REBAR /CAP I.E.= 388.13(8"PVC E) PACE LS #11691 I.E.= 388.08(8PVC SE) 8 -01 -12 G0j(T8 LE.= 387.7B(8'PVC W) P.O.B. ,<tQ�.l. �f. ,Annro 1c1 1 of n TBM #2 ELEV 400.69 zs IIN m RR SPIKE 0 ° � I FOUND REBAR /CAP PACE LS #11691 8 -01 -12 - - _ \ W I CATCH BASIN SILT INSERT C o U M LU \ to , 1 q �A �L \ TEMPORARY SION COt[iJtOL , TYR , I r � 1 TEMPORARY EROSION w 1 CONTROL BL7 o I 2 DROPS, 1 LUMO I i � I I 1 I SANITARY SEWER MANHOLE RIM = 399.79 I.E.= 389.54(8PVC E) LE=389.39(8°PVC S) 1 LADDER (NE) EX. 8• SANITA Y SEWER 5.7' 1 FOUND REBAR /CAP PACE LS #11691 CLEARING LIMITS, SEE REMOVAL PLANS CIA AND C2.1 DIRECTIONAL ONLY s 1 1 FOUND REBAR /CAP 9 PACE LS #11691 8 -01 -12 x' EX. MANHOLE #13 -2 RIM= 400.40 1 I.E.= 389.01(87PVC N) LE- 389.95(87PV -Ft MAG EX. 8' SAN I LADDER (SE) 7 -19 -12 o S 4284" W S <° 21.60' FOUND REBAR /CAP 4 0 GRAPHIC SCALE 30 0 15 30 IN COMPLIANCE WITH CITY OF RENTON ST NDARDS BY Date: `t % 13 BY Data d. Date: BY: Date: COMTRWTM SEOL13C c 1. APPLY FOR k OBTAIN ALL REQUIRED PERMITS INCLUDING TO BUT NOT LIMITED TO SOIL SEDIMENT CONTROL PERMIT do STATE NPDES PERMIT NOTICE OF COVERAGE FOR CONSTRUCTION ACTIVITIES. 2. HOLD THE PRE - CONSTRUCTION MEETING. 3. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 4. FLAG OR FENCE CLEARING LIMITS. 5. INSTALL CATCH BASIN PROTECTION. 6. GRADE AND INSTALL CONSTRUCTION ENTRANCE 7. INSTALL PERIMETER PROTECTION. 8. CONSTRUCT SEDIMENT TRAPS. 9. GRADE AND STABILIZE CONSTRUCTION ROADS. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES, OR INSTAL. NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUNAFNT. 13. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE 14. SEED, SOD, STABILIZE ALL DISTURBED AREAS AND REMOVE 8MPs IF APPROPRIATE. LINING INSTALLATION LINING. 1 D Z1 Z2 1 B CHANNEL CROSSSECTION ZrO71940orz, 0 L fikII�i 91 _ SINGLE LAYER SILT ...... FENCE, SEE DETAIL 1 DOUBLE LAYER SILT ----- - - - - -- FENCE, SEE DETAIL 4 "- ' -' - - -" STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL 2 CATCH BASIN SILT INSERT, SEE DETAIL. 3 DITCH, SEE DETAIL --- . -...- THIS SHEET SEDIMENT TRAP �j-- 1H-Ij --H OUTLINE, SEE DETAIL 5 CLEARING LIMITS DITCH NO. STATIONS BOT OM WIDTH B (FT) DEPTH D (FT) Z1 I (FIE i Z2 (FT) LINING' 1 Iv'a°ta' I.t DATUM BEE PLAN 1 2 1.0 1.5 1.5 NAG S-75 2 SEE PLAN 2 1.0 08/05/13 1A NAG -75 3 BEE PLAN 2 1 al[ 118 NAG 8.75 < SEE PLAN Z amx K0 1MM tJ TILL �Z ,yam N0. a PACE LS #11691 • SEE MANUFACTURER'S DETAIL ON THE FOLLOWING SHEET FOR STAPLE PATTERNS, AND VEGETATION ~a C -01 -12 STABILIZATION SPECIFICATIONS FOR SOIL AMENDMENTS, SEED MIXTURES, AND MULCHING INFORMATION. LFOUND 027 BRASSIE WI-X" VEGETATED DITCH DOWN -EX. MANHOLE #13 -1 a \a 7 -19 -12 W TS SI-'LE RIM =399.38 ly R=370004 I.E =388.58(TPVC NE) J/ LE.= 388.68(8'PVC W) LADDER (S) EX, g'' SEWER IN CASING SURVEY BY 31773 ! JW L 671GN'887MG n7a 4815 CAW= 37RXBf 7ACOAG VIA 98409 MK (263) 474 -OW FAX (25S) 474 -0153 BENCEXARH t All elevations are based on HAVE) 88 datum. E M #1) Elevation: 400.968' KC BM 'F8A (350' SE OF INTERSECTION - COORDINATES: N:165206.4 E:1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. FFF_ • 100.00 (ARCR) as 384.40 (CIVIL) 03/28/13 VELMEIR RETAIL PHARMACY TESC PLAN CO.2 S AND HILL 1 " =30' 1 Iv'a°ta' I.t DATUM KEITH OCONNEU_ 1501 4th A., S.N. 1400 S..SI., WA 98101 -3655 (206) 438 -2700 ET CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMTITAL JEV 08/05/13 CITY OF RENTON CONSTRUCTION PLAN REVIEW RESUBMITTAL JEV 06/20/13 al[ 118 CITY OF RENTON CONSTRUCTION PLAN REVIEW SUBMITTAL ET 04/29/13 amx K0 1MM tJ TILL �Z ,yam N0. REVISION BY DATE APPR � SURVEY BY 31773 ! JW L 671GN'887MG n7a 4815 CAW= 37RXBf 7ACOAG VIA 98409 MK (263) 474 -OW FAX (25S) 474 -0153 BENCEXARH t All elevations are based on HAVE) 88 datum. E M #1) Elevation: 400.968' KC BM 'F8A (350' SE OF INTERSECTION - COORDINATES: N:165206.4 E:1303281.4) TBM #2) Elevation: 400.69' Railroad Spike. FFF_ • 100.00 (ARCR) as 384.40 (CIVIL) 03/28/13 VELMEIR RETAIL PHARMACY TESC PLAN CO.2