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HomeMy WebLinkAboutS-365901VJ CL a. 11 F- w W z a Ch V-! cc O L- z_ CQ rr CM 2W 'W VJ WIT IN THE NW 114 OF rNE BE 114 OF IN ING COUNTY, WASNI GTON N, 723N, R05E W.M,, RENTON CONTROL POINT 398 BE S N82- 23.58•W AT A DISTANCE OF 3041.34' NTROL POINT 612 B RS S53-4915I AT A DISTANCE OF 3801.9 RENIQN RENTON VERTICAL POINT 121 FOUND . o RENTON VERTICAL POINT 1936 FOUND 60.86' BELOW BENCHMARK n 2081580(MEASURED FROM SURVEY PLAT) o 7TH STREET N88.49'07 "W --T- -- ---- -- - ' - -- � --- - I- _ -_ -_ -_ --S--j - - - L 4 AIN® &'PVC 9'I -MAAIN �VC EER fi. NW4<IO7'w 3M W Z WITHIN I "NE NN 114 OF R05E, M., IN KING C CLF.AI-0OUT 4 95.95' (PROP. ) JER MAIN TO a' PVC SEWER MAIN MOVID I N00.OR1541W 801110 -0110 LOT 8 (APS FOUND/HELD GPS VALUES EXPRESS IN US SURVEY FEET WASHINGTON STATE PLANE COORDINATES, NORTH ZONE NAD03/91 VERTICAL DATA EXPRESSED IN NAVDB8 - FROM CONUS 2003 EA$]ING ELEVATION DESCRIPTION 20NORTHING 1 181610.987 1300588.418 30.032 FOUND RR SPIKE WSDOT 25021 PUBLISHED VALUES FOLLOW: 181611 074 1300588-449 30,090 - RENT721 i 183416.69 130874267 RENTON STATES HORIZONTAI SCALED 381.80 FOUND COPPER PLUG IN MOH. CASE PUBLISHED a cVAnoN = 381 60 RENT1936 VOA/q> DfING 0' IS: 181127.54 1307422.60 RENTON STATES HORIZONTAL SCALED 326.38 FOUND TACK IN CONC. IN CASE PUBLISHED OVATION = 32660 RENT398 183800.315 1306144.552 RENTON PRO`ADES NO VERTICAL 285.209 FOUND MON. IN CASE WITH COPPER PLUG PUBLISHED VALUES ARE, 183800189 1306144 416 NONE, RENT612 PT 1 181145.779 1306098.205 RENTON PROVIDES NO VERTICAL 260.200 FOUND MON.IN CASE 2" BRASS DISK PUBLISH VALUES ARE AS 181145 643 13D6096.099 NONE Scale Factor = 1.000001077 (7aalbined Scale Factor = 0.999986389 Convergency = -0'59'48.52' PT 2 N� HORIZONTAL AND VERTICAL CONTROL P-40' BE 114 OF SECTION Oq, 723N, r, WASHINGTON -- - - - - -- �� N.E. 7TH STREET - - - -- ELI 801110 -0110 LOT 8 \ l NOTE: ADDITIONAL EROSIM CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECEWRY BY THE THE CITY OF RENTON INSPECTOR. N 0"% TSEC CONTROL EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE (USE APPLICABLE ITEMS ONLY): I. PRE - CONSTRUCTION MEETING. 2. MST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN.) 3. FLAG OR FENCE CLEARING LIMITS. 4. GRADE AND INSTALL CONSTRUCTION ENTRANCE($). S. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 6. CONSTRUCT SEDIMENT PONDS AND TRAPS. 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DR41NSI ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 9. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES 50 THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL 15 ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 10. COVER ALL AREAS THAT WILL BE UNWORKED OR MORE THAN SEVERN DAYS WRING THE DAY SFASON OR TWO DAYS DURING THE NET 8545M WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. It. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPe REMOVED IF APPROPRIATE. LEGAL DESCRIPTION LOT 8, BLOCK 2 OF PLAT OF STEWART'S HIGHLAND ACRES TRACTS RECORDED IN VOLUME 43 OF PLATS, PAGE 17, AT RECORDS OF KING COUNTY PLANNING COMMISSION, ON DECEMBER 21, 1946. REFER TO APS SURVEY & MAPPING DRAWING FILED IN KING COUNTY RECORDED NO. 20120501900001, VOL. 287 OF SURVEYS, PAGE 250. DATED: MAY 01, 2012 SNEET INDEX: I. SEWER MAIN HORIZONTAL AND VERTICAL CONTROL, TSEC PLAN * DETAILS 2. SEWER MAIN PLAN, PROFILE, t SANITARY SEWER NOTES AND SPECIFICATIONS 3. SANITARY CONSTRUCTION DETAILS 3 VICINITY MAP EFFECT AND ENCOURAGE GRASS 1.4. TH6 METigDSHAI. I. NOT BEUSEDUPSLCPEOFAREA50wl . .. -- UNSTABLE SLOPES z E1 a810NA1DN0TA1lAnIX1aPEOIF1CATaNB 3.1. PLT AV WUMTHIGQ4ESO .MILLWETERS. 32 �MW�IONATbLOPE IN ETOEOF ISL ORDERTO REOUCETNE VFLOCRYOF L RUNOFF�PMP OROTI4ER SUITPBLE PROTECTION SHALL BE INSTALLEOATTMETOE a. 1 W Nn31AMCE BTAMAP08 3.1. TORNSHEEIBMOSTBEREP aDNDOPBISEAMSREPAIRED. 3> IWHEN'M SPIASTICISNO LONGERNETDE0. R5ttALL BE tVNIPLEtEW1T'IMOBT BE COMRETFLY REMOVEDAtb REPUCED. 5- 365901 PU13UC WORKS © PLASTIC COVERING DEPARTMENT STD. PLAN - 213.30 MARCH 2008 CON I KUL PUIN I LUUKUIINAI t� 9 _ .- V ExT. F6iA,LWJ POINT ID DESCRIPTION NORTHING EASTING ELEV C i CENTER OF MANHOLE 183,398.060 1,309,159.180 VOA/q> DfING 0' IS: E Oth @ 7TH & NEWPORT CT >T,.E \aoT I RIK 30.35 (Ai•P314Lt) PT 1 CENTER OF NEW MH 1 m 1,309,250.186 �1NA: NE litb t PT 2 CENTER OF NEW MH 2 183,397.809 1,309,325.567 RIM 3SS• 83 (1P�rL AITTILQ PT 3 CENTER OF NEW MH 3 183,395.506 1,309,437.234 RIM 388.45 my NlRt% PT 4 CENTER OF NEW CLEANOUT 1 183,350.586 1,309,437.363 A4i5. eE6Ae.DR J VM1EVf N� HORIZONTAL AND VERTICAL CONTROL P-40' BE 114 OF SECTION Oq, 723N, r, WASHINGTON -- - - - - -- �� N.E. 7TH STREET - - - -- ELI 801110 -0110 LOT 8 \ l NOTE: ADDITIONAL EROSIM CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECEWRY BY THE THE CITY OF RENTON INSPECTOR. N 0"% TSEC CONTROL EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE (USE APPLICABLE ITEMS ONLY): I. PRE - CONSTRUCTION MEETING. 2. MST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN.) 3. FLAG OR FENCE CLEARING LIMITS. 4. GRADE AND INSTALL CONSTRUCTION ENTRANCE($). S. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 6. CONSTRUCT SEDIMENT PONDS AND TRAPS. 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DR41NSI ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 9. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES 50 THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL 15 ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 10. COVER ALL AREAS THAT WILL BE UNWORKED OR MORE THAN SEVERN DAYS WRING THE DAY SFASON OR TWO DAYS DURING THE NET 8545M WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. It. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPe REMOVED IF APPROPRIATE. LEGAL DESCRIPTION LOT 8, BLOCK 2 OF PLAT OF STEWART'S HIGHLAND ACRES TRACTS RECORDED IN VOLUME 43 OF PLATS, PAGE 17, AT RECORDS OF KING COUNTY PLANNING COMMISSION, ON DECEMBER 21, 1946. REFER TO APS SURVEY & MAPPING DRAWING FILED IN KING COUNTY RECORDED NO. 20120501900001, VOL. 287 OF SURVEYS, PAGE 250. DATED: MAY 01, 2012 SNEET INDEX: I. SEWER MAIN HORIZONTAL AND VERTICAL CONTROL, TSEC PLAN * DETAILS 2. SEWER MAIN PLAN, PROFILE, t SANITARY SEWER NOTES AND SPECIFICATIONS 3. SANITARY CONSTRUCTION DETAILS 3 VICINITY MAP EFFECT AND ENCOURAGE GRASS 1.4. TH6 METigDSHAI. I. NOT BEUSEDUPSLCPEOFAREA50wl . .. -- UNSTABLE SLOPES z E1 a810NA1DN0TA1lAnIX1aPEOIF1CATaNB 3.1. PLT AV WUMTHIGQ4ESO .MILLWETERS. 32 �MW�IONATbLOPE IN ETOEOF ISL ORDERTO REOUCETNE VFLOCRYOF L RUNOFF�PMP OROTI4ER SUITPBLE PROTECTION SHALL BE INSTALLEOATTMETOE a. 1 W Nn31AMCE BTAMAP08 3.1. TORNSHEEIBMOSTBEREP aDNDOPBISEAMSREPAIRED. 3> IWHEN'M SPIASTICISNO LONGERNETDE0. R5ttALL BE tVNIPLEtEW1T'IMOBT BE COMRETFLY REMOVEDAtb REPUCED. 5- 365901 PU13UC WORKS © PLASTIC COVERING DEPARTMENT STD. PLAN - 213.30 MARCH 2008 CON I KUL PUIN I LUUKUIINAI t� 9 _ .- V ExT. F6iA,LWJ POINT ID DESCRIPTION NORTHING EASTING ELEV C EX MANHOLE @NE CENTER OF MANHOLE 183,398.060 1,309,159.180 VOA/q> DfING 0' IS: 7TH & NEWPORT CT >T,.E \aoT I RIK 30.35 (Ai•P314Lt) PT 1 CENTER OF NEW MH 1 183,392.764 1,309,250.186 �1NA: PT 2 CENTER OF NEW MH 2 183,397.809 1,309,325.567 RIM 3SS• 83 (1P�rL AITTILQ PT 3 CENTER OF NEW MH 3 183,395.506 1,309,437.234 RIM 388.45 my NlRt% PT 4 CENTER OF NEW CLEANOUT 1 183,350.586 1,309,437.363 A4i5. eE6Ae.DR J VM1EVf RENT721 RENTON HORIZONTAL CONTROL POINT 183,416.69 1,308,742.67 I�LB11T, RENT1936 RENTON HORIZONTAL CONTROL POINT 181,127.54 1,307,422.60 ,Y, LPALLT. RENT398 RENTON VERTICAL CONTROL POINT 183,800.315 1,306,144.552 285.209 RENT612 RENTON VERTICAL CONTROL POINT 181,145.779 1,306,096.205 260.200 A POINT NUMBER N� HORIZONTAL AND VERTICAL CONTROL P-40' BE 114 OF SECTION Oq, 723N, r, WASHINGTON -- - - - - -- �� N.E. 7TH STREET - - - -- ELI 801110 -0110 LOT 8 \ l NOTE: ADDITIONAL EROSIM CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECEWRY BY THE THE CITY OF RENTON INSPECTOR. N 0"% TSEC CONTROL EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE (USE APPLICABLE ITEMS ONLY): I. PRE - CONSTRUCTION MEETING. 2. MST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN.) 3. FLAG OR FENCE CLEARING LIMITS. 4. GRADE AND INSTALL CONSTRUCTION ENTRANCE($). S. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) 6. CONSTRUCT SEDIMENT PONDS AND TRAPS. 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DR41NSI ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 9. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES 50 THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL 15 ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 10. COVER ALL AREAS THAT WILL BE UNWORKED OR MORE THAN SEVERN DAYS WRING THE DAY SFASON OR TWO DAYS DURING THE NET 8545M WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. It. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPe REMOVED IF APPROPRIATE. LEGAL DESCRIPTION LOT 8, BLOCK 2 OF PLAT OF STEWART'S HIGHLAND ACRES TRACTS RECORDED IN VOLUME 43 OF PLATS, PAGE 17, AT RECORDS OF KING COUNTY PLANNING COMMISSION, ON DECEMBER 21, 1946. REFER TO APS SURVEY & MAPPING DRAWING FILED IN KING COUNTY RECORDED NO. 20120501900001, VOL. 287 OF SURVEYS, PAGE 250. DATED: MAY 01, 2012 SNEET INDEX: I. SEWER MAIN HORIZONTAL AND VERTICAL CONTROL, TSEC PLAN * DETAILS 2. SEWER MAIN PLAN, PROFILE, t SANITARY SEWER NOTES AND SPECIFICATIONS 3. SANITARY CONSTRUCTION DETAILS 3 VICINITY MAP EFFECT AND ENCOURAGE GRASS 1.4. TH6 METigDSHAI. I. NOT BEUSEDUPSLCPEOFAREA50wl . .. -- UNSTABLE SLOPES z E1 a810NA1DN0TA1lAnIX1aPEOIF1CATaNB 3.1. PLT AV WUMTHIGQ4ESO .MILLWETERS. 32 �MW�IONATbLOPE IN ETOEOF ISL ORDERTO REOUCETNE VFLOCRYOF L RUNOFF�PMP OROTI4ER SUITPBLE PROTECTION SHALL BE INSTALLEOATTMETOE a. 1 W Nn31AMCE BTAMAP08 3.1. TORNSHEEIBMOSTBEREP aDNDOPBISEAMSREPAIRED. 3> IWHEN'M SPIASTICISNO LONGERNETDE0. R5ttALL BE tVNIPLEtEW1T'IMOBT BE COMRETFLY REMOVEDAtb REPUCED. 5- 365901 PU13UC WORKS © PLASTIC COVERING DEPARTMENT STD. PLAN - 213.30 MARCH 2008 :.\ � TNICflAFSS -_ \� �_ PArxs. '•, ,eDTNW NOTES 1. CONDITION OF USE Lt. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTOK SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE 15- TEN S R£SI REBYGIN IA -14151 ]SFSI MIN. CNA 'R "'N0N6ATIGN ASTh, 61u33 A1T %. MOL6NBLIITSifl EN.UAITMG3]06Wd iD]PSI MIY. A05 ASTM04J5] ]061U.S. AANpA0051EVES12P 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTANC_ STABILVATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF OUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 22 FENCING SAIL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 23 INCRESETHEE EFECI'IVENESS OF THE SMALL AD AND REDUCE ITSSNEED FOR N%IWEANC DSUBGADE. THIS CAN BUBSTAMULLLT 3. MAINTENANCE STANDARDS . 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAID IS NO LONGER IN'ACCORONCE WRH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE ENTRANCE, NCE, OR THE INSTALLATION LOF THE WHEEL WASH F WASHING SEUSED. IT 9HAL BE DONE ON I N AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SMALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3, ANY SEDIMENT THAT IS TACKED ONTO PAVEMENTS HALLSERENOVEDIMM ,EDANELYYBYceuEPING.� ESNDDINI TWLLSTBEE'BY 3.4. ANY QUART 3.5. IF VEHICLE INSTALLED T WOULD THEN BE'NSHED IMO THE SUMP WHERE I I. E-i nvucu,v.0 THE PAD AND END UP ON THE ROADWAYSHALL BE REMOVED IMMEDIATELY, AT POINTS OTHER THAN THE CONSTRUCTION ENTRNCE(S. PENDING SHALL BE CvE STABILIZED SfD�PIAN - 2LS.30 PUBLIC WORKS DEPARTMENT CONSTRUCTION ENTRANCE 1.1AgCEi 2008 IN NLDNFeEP45NALLNCS✓ CUD AT PJSTS. L. BiAP.Fb.'MIf.CmNGS,O3 Ea. NW E -TD ATTAD. F.ARlc.D resTA rr EFLU C.,nra DR 9 _ .- V ExT. F6iA,LWJ PITEPAnNNrJEI R� A STRENiTRFAE WC:kED 0' aaa IFKF Bsi`uw. "S C 1 CE G0.QA0 VOA/q> DfING 0' IS: >T,.E \aoT .1LC �1NA: r Y 'IX1D Po]TS. STBEL FE.WZ / A4i5. eE6Ae.DR J VM1EVf xOPAL Oe 0 H" T. - E I�LB11T, xDnF $ � ,Y, LPALLT. EGTE Ta :.\ � TNICflAFSS -_ \� �_ PArxs. '•, ,eDTNW NOTES 1. CONDITION OF USE Lt. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTOK SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE 15- TEN S R£SI REBYGIN IA -14151 ]SFSI MIN. CNA 'R "'N0N6ATIGN ASTh, 61u33 A1T %. MOL6NBLIITSifl EN.UAITMG3]06Wd iD]PSI MIY. A05 ASTM04J5] ]061U.S. AANpA0051EVES12P 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTANC_ STABILVATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF OUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 22 FENCING SAIL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 23 INCRESETHEE EFECI'IVENESS OF THE SMALL AD AND REDUCE ITSSNEED FOR N%IWEANC DSUBGADE. THIS CAN BUBSTAMULLLT 3. MAINTENANCE STANDARDS . 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAID IS NO LONGER IN'ACCORONCE WRH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE ENTRANCE, NCE, OR THE INSTALLATION LOF THE WHEEL WASH F WASHING SEUSED. IT 9HAL BE DONE ON I N AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SMALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3, ANY SEDIMENT THAT IS TACKED ONTO PAVEMENTS HALLSERENOVEDIMM ,EDANELYYBYceuEPING.� ESNDDINI TWLLSTBEE'BY 3.4. ANY QUART 3.5. IF VEHICLE INSTALLED T WOULD THEN BE'NSHED IMO THE SUMP WHERE I I. E-i nvucu,v.0 THE PAD AND END UP ON THE ROADWAYSHALL BE REMOVED IMMEDIATELY, AT POINTS OTHER THAN THE CONSTRUCTION ENTRNCE(S. PENDING SHALL BE CvE STABILIZED SfD�PIAN - 2LS.30 PUBLIC WORKS DEPARTMENT CONSTRUCTION ENTRANCE 1.1AgCEi 2008 IN NLDNFeEP45NALLNCS✓ CUD AT PJSTS. L. BiAP.Fb.'MIf.CmNGS,O3 Ea. NW E -TD ATTAD. F.ARlc.D resTA CONDITION OF USE SILT FENCE MAYBE USED OOIM1MSLOPE OF ALL GIEN0.8EO AREAS. SILT FENCE IS NOT INTENDED TO TREAT CONCENTf ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTCJA TO AAS DI ENTT�OL PONE. OF OVEPIAND -10W. DESIGN AND INSTALLATION SPECIFICATIONS THE GEOTE#ILE USED HOST MET THE STANDARD LISTED BELLOW. A COPYCF THE MANUFACTUIL3S FABRIC SPECGCATQ'S LIST ICE AVAUJIBLE ON STE T,nt lerA`afvw'Ifoxv,Tlnm ni W51.6TUwsp nT'IVIT' a5rad3L Nlr /Me EnsIFSTMIfNIIASTNd6ll1 on ERMS1PNIG`�iABR.0 u_a xl t mcelAFmwsA mznAN- 2Y STANDARD STRENGTH F SPACING MAY BE RECUT 2.d INHERE THE FENCE IS IA 2A. IAN TYPICAL SILT FENCE IS WELL BURIED AND SE FENCE. . MAINTENANCE STANDARDS 3 E. ORCLOSERPCOY iESOF RtiESITFENCE I UNDEKMINETHESILT AS _ T�I1lLT 9130) 13 PUBLIC WORKS SILT FENCE DEPARTMENT SM. PLAN - 214.00 MARCH 2008 ""° rs S. Bb� SEWER MAIN FOR 3413 NE 7TH 4 ed. Ids awFria,toleadalaltBwna',wdofgAt dwod MN Fn -a ®a® 1 " =40' Al s Z CITY OF WANG ENGINEERING, INC. o 11711 Npvutbl Bnn r 111a A TW RENTON _ >. e ed d mw am Ward a d ow 0 wnt o/ mt' cimmit mw 5-u, -p AE.a MTW 1 OODI VIL 168TH AVE NE i �'a DATUM � IB56a WOODINVILLE WA 98072 MIW aluf �aaa I Planning /Building /Public Works Dept. o,� 1 NO. REVISION BY DATE APPR Email: wangenginc@yahoo.com WIN d ,s 3�s9o� IA - N N 9 -1 -12 naaaom 1 3 rr EFLU C.,nra DR _ .- V ExT. F6iA,LWJ PITEPAnNNrJEI R� A STRENiTRFAE WC:kED 1., F' 1I IL GACA NG...0 .I CONDITION OF USE SILT FENCE MAYBE USED OOIM1MSLOPE OF ALL GIEN0.8EO AREAS. SILT FENCE IS NOT INTENDED TO TREAT CONCENTf ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTCJA TO AAS DI ENTT�OL PONE. OF OVEPIAND -10W. DESIGN AND INSTALLATION SPECIFICATIONS THE GEOTE#ILE USED HOST MET THE STANDARD LISTED BELLOW. A COPYCF THE MANUFACTUIL3S FABRIC SPECGCATQ'S LIST ICE AVAUJIBLE ON STE T,nt lerA`afvw'Ifoxv,Tlnm ni W51.6TUwsp nT'IVIT' a5rad3L Nlr /Me EnsIFSTMIfNIIASTNd6ll1 on ERMS1PNIG`�iABR.0 u_a xl t mcelAFmwsA mznAN- 2Y STANDARD STRENGTH F SPACING MAY BE RECUT 2.d INHERE THE FENCE IS IA 2A. IAN TYPICAL SILT FENCE IS WELL BURIED AND SE FENCE. . MAINTENANCE STANDARDS 3 E. ORCLOSERPCOY iESOF RtiESITFENCE I UNDEKMINETHESILT AS _ T�I1lLT 9130) 13 PUBLIC WORKS SILT FENCE DEPARTMENT SM. PLAN - 214.00 MARCH 2008 ""° rs S. Bb� SEWER MAIN FOR 3413 NE 7TH 4 ed. Ids awFria,toleadalaltBwna',wdofgAt dwod MN Fn -a ®a® 1 " =40' Al s Z CITY OF WANG ENGINEERING, INC. o 11711 Npvutbl Bnn r 111a A TW RENTON _ >. e ed d mw am Ward a d ow 0 wnt o/ mt' cimmit mw 5-u, -p AE.a MTW 1 OODI VIL 168TH AVE NE i �'a DATUM � IB56a WOODINVILLE WA 98072 MIW aluf �aaa I Planning /Building /Public Works Dept. o,� 1 NO. REVISION BY DATE APPR Email: wangenginc@yahoo.com WIN d ,s 3�s9o� IA - N N 9 -1 -12 naaaom 1 3 rr EFLU C.,nra DR _ .- V ExT. F6iA,LWJ STRENiTRFAE WC:kED 1 FA,Ee =.AAG 1 lilt t Y 'IX1D Po]TS. STBEL FE.WZ / A4i5. eE6Ae.DR J VM1EVf CONDITION OF USE SILT FENCE MAYBE USED OOIM1MSLOPE OF ALL GIEN0.8EO AREAS. SILT FENCE IS NOT INTENDED TO TREAT CONCENTf ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTCJA TO AAS DI ENTT�OL PONE. OF OVEPIAND -10W. DESIGN AND INSTALLATION SPECIFICATIONS THE GEOTE#ILE USED HOST MET THE STANDARD LISTED BELLOW. A COPYCF THE MANUFACTUIL3S FABRIC SPECGCATQ'S LIST ICE AVAUJIBLE ON STE T,nt lerA`afvw'Ifoxv,Tlnm ni W51.6TUwsp nT'IVIT' a5rad3L Nlr /Me EnsIFSTMIfNIIASTNd6ll1 on ERMS1PNIG`�iABR.0 u_a xl t mcelAFmwsA mznAN- 2Y STANDARD STRENGTH F SPACING MAY BE RECUT 2.d INHERE THE FENCE IS IA 2A. IAN TYPICAL SILT FENCE IS WELL BURIED AND SE FENCE. . MAINTENANCE STANDARDS 3 E. ORCLOSERPCOY iESOF RtiESITFENCE I UNDEKMINETHESILT AS _ T�I1lLT 9130) 13 PUBLIC WORKS SILT FENCE DEPARTMENT SM. PLAN - 214.00 MARCH 2008 ""° rs S. Bb� SEWER MAIN FOR 3413 NE 7TH 4 ed. Ids awFria,toleadalaltBwna',wdofgAt dwod MN Fn -a ®a® 1 " =40' Al s Z CITY OF WANG ENGINEERING, INC. o 11711 Npvutbl Bnn r 111a A TW RENTON _ >. e ed d mw am Ward a d ow 0 wnt o/ mt' cimmit mw 5-u, -p AE.a MTW 1 OODI VIL 168TH AVE NE i �'a DATUM � IB56a WOODINVILLE WA 98072 MIW aluf �aaa I Planning /Building /Public Works Dept. o,� 1 NO. REVISION BY DATE APPR Email: wangenginc@yahoo.com WIN d ,s 3�s9o� IA - N N 9 -1 -12 naaaom 1 3