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HomeMy WebLinkAboutzS-3659SetVJ 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 H U) Il IL a H F W W Z a. C0 T C0 0 W W W M1 X f C WITNIN 7NE NW 114 OF 7NE SE 114 OF SECTION Oq, 723NI R05EI W,P1., IN KING COUNTY, WASNING70N SANITARY MH o ITE BENCHMARK: = 1309159.18' N= 183398.06' o0 ITY OF RENTON DATA o 01110 -0025 E LEVATION= 387.46' IS ENTER OF MANHOLE RIM. IE 8" PVC (E)= 376.33 IE 8" PVC (W)= 376.18 �- W- y_ N.E. 7TH /E X 8 -PVC 8 " PVC----- - - - - -G + -.74.• - - - - -- 48 MNI 75 \E WIRE O O �\ \ \Q10�\ C, 00 I I 25' I I �I �I N UI d 00 �I I I I ,L Lq Z 0 0 0 Z 25' ERT'6 M14 I Cm OF EXT'G NE NEW 390 0 I• GAS LINE El(T'G SEWER MAIN, CUT t REMOVE Off' O� i O 00 ON ON O� CO 1 F - / ^I/ / "I hl 1 F-II I F-II / "1 I \I Ir I I / "1 I I: L ' \ 801110 -0035 0 CLEANOUT, RIM EL= 384.21 0 IE 8" PVC (W)= 377.73'0 0.68 FROM CNTR OF CLEANOUT T co OWARD MH I �• V•l TT y`•1yI- %7 TT?/'y 7/ /7 T/TTr/ /' /TT 7�7 � /7-T- TREET --.��;; - I I 111.6q' fASRVI1Si 2 6 111.69' A' /CNTR M;4 r- 563.26' (PROP) WM (TO MONROE N.E.) EXT'G CLEANOYIT, CUT AND REMO F PIPE FND 1" WOOD (PLUGGED) 0.33' WEST FRO CALC. CORNER OD O� Noq`b SITE PLAN 1'•2o' I I DISTRIBUTION POLE 14" DIA. WOOD (POLE ID #318342/166')27) 801110 -0145 Elevation Full Desc 385.93 BASE OF ROLE 406.67 0/H POWER TELEPHONE WIRE (E) 406.69 0/H POWER TELEPHONE WIRE (W&S) MYTI tlJ! T TO 3) 95.95' EXISTING WOOD FRAMED HOUSE (TO BE DEMOLISHED) FWH W_ /TTTJT TT //7 T/'TT / /J ?TT /7� /J / /TJTJT/J � w _ N88 °49'07 "W , a 1311 8.09' 7 /(M`) 111L "!Z /J /��vtj'Ll1L /JG /_GLL /_ d REBAR /CAP $ (APS LS #29293) (1111-111 E16f hf of -10 CKI Of RBtKo" (20' w106 z 24' Lot16) +( CLEANOUT 1 6' SIDE SEWER 2% SLOPE u7 O O O O Z �N 0 '\(J �O 5- 365902 7T` r .: a. O �\ tli .67�� tl tll�r��ar�tr�: !f♦I tll N frlllll�llll `Pt7L�111 <t1iJ� /�/.[1]^ t77r /•tl.'� IBI - ,CC- 111 %AEI tll�aiJ`!a- 7�7 /7:�YI_IliliCT7��tl tl �, �YlwaaJ[If.7 �:I�.tYL' "- '■I Ln - 1- Z-7 ..7.tIJ�7.Ltgili!d .'ZTrGf S:`73N .ACf9LJ�/ o=_r- ri�.rrrn�•uar•�a;�.�ie���w s•�, n - n - 375 EXT'G INV EL-1 376.33 INN ELJ EXT'G SEWER MAIN INV EL 377.73 \-INV EL 377.57 1 0.68' FROM CNTR OF CLRANOUT 37891 3i;t. 24 (As- &Litz) 375.50 CAS -soot) SEWER LINE PROFILE we-x, vis -io' NO. REVISION INV ELJ 60 J 378.15 SIDE - 34}.30 (K5 Wkf) SEWER INV F-1- 37BAS MYTI tlJ! T TO 3) 95.95' EXISTING WOOD FRAMED HOUSE (TO BE DEMOLISHED) FWH W_ /TTTJT TT //7 T/'TT / /J ?TT /7� /J / /TJTJT/J � w _ N88 °49'07 "W , a 1311 8.09' 7 /(M`) 111L "!Z /J /��vtj'Ll1L /JG /_GLL /_ d REBAR /CAP $ (APS LS #29293) (1111-111 E16f hf of -10 CKI Of RBtKo" (20' w106 z 24' Lot16) +( CLEANOUT 1 6' SIDE SEWER 2% SLOPE u7 O O O O Z �N 0 '\(J �O 5- 365902 7T` r .: a. O �\ tli .67�� tl tll�r��ar�tr�: !f♦I tll N frlllll�llll `Pt7L�111 <t1iJ� /�/.[1]^ t77r /•tl.'� IBI - ,CC- 111 %AEI tll�aiJ`!a- 7�7 /7:�YI_IliliCT7��tl tl �, �YlwaaJ[If.7 �:I�.tYL' "- '■I Ln - 1- Z-7 ..7.tIJ�7.Ltgili!d .'ZTrGf S:`73N .ACf9LJ�/ o=_r- ri�.rrrn�•uar•�a;�.�ie���w s•�, n - n - 375 EXT'G INV EL-1 376.33 INN ELJ EXT'G SEWER MAIN INV EL 377.73 \-INV EL 377.57 1 0.68' FROM CNTR OF CLRANOUT 37891 3i;t. 24 (As- &Litz) 375.50 CAS -soot) SEWER LINE PROFILE we-x, vis -io' NO. REVISION INV ELJ 60 J 378.15 SIDE - 34}.30 (K5 Wkf) SEWER INV F-1- 37BAS 375 EXT'G INV EL-1 376.33 INN ELJ EXT'G SEWER MAIN INV EL 377.73 \-INV EL 377.57 1 0.68' FROM CNTR OF CLRANOUT 37891 3i;t. 24 (As- &Litz) 375.50 CAS -soot) SEWER LINE PROFILE we-x, vis -io' NO. REVISION INV ELJ 60 J 378.15 SIDE - 34}.30 (K5 Wkf) SEWER INV F-1- 37BAS 11`1 BY I DATE I APPR I M, 1' =20' �.a a rvu arc •for aK rnr arc rxasar Sanitary Sewer Notes and Specifications 1. Al work and work material shall be in conformance with the standards and specifications of the City of Renton Planning/BuildinglPublic Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. A pre- construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10.13ackfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materialsto complete the fill over pipe shall be the same as described. 11.0pen out road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by the City. 12.Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 13.AII disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosionafterthe completion of construction. 14.AII pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City of Renton PlanningBuilding /Public Works Department and the latest edition of the WSDOT /APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile'iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. NOTES- 1. ALL SANITARY SEWER PIPE SHALL BE GREEN IN COLOR. 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTi S, 1. TRENCHES (ROAD CROSSINGS) d. IF THE OUTSIDE OF THE TRENCHING IS WITNIN THREE FEET (31) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. HIVU Afl HIVCI Aq LIJIVCI Ag diva A9 HIVU A9 QflQN �±UvV y�.i:12I As- a01L-r 913oI13 AL CITY OF RENTON DATUM Planning /Building /Public Works Dept. RECOMMENDED APPROVAL FOR BY u .Lrll Y' 11 ,/ C DATE SEWER MAIN FOR 3413 NE 7TH WANG ENGINEERING, INC. 14735 168TH AVE NE WOODINVILLE, WA 98072 Email: wangenginc@yahoo�com II-II II V 9 -1 -12 I rrI^^ U) ^I CL (L I.,L Mil a: I- c�i � LLI Z IL M M fr O LL Z E.IQ LL W 'W VJ n X F 7' u NOT TO SCALE MANHOLE FRAME AND COVER SEE STO. PLAN 401 ADJUSTMENT RINGS (Y MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8' MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WTH ASTM C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E' CONCRETE SHELF PRECASE BASE SECTION OR CAST IN SHELF. ROLES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASING $HALL BE PER SID. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN WE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO MADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR OBLB BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. WE UK OF SHIMS IS PROHISIPED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING ORANNEUNG, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASHER MC- AROSHIELD OR APPROVED EQUAL: COLOR OF COATING SHAM BE WHITE. 0. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WIN ASTM C -443. 9. CHANNEL HEIGHT SMALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF WE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES WALL EXTEND A MINIMUM OF 6° AND A MAXIMUM OF 12' ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM T DIAMETER CONCRETE RINGS POURED AT GRACE. IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS BID. PLED - 400.1 DEPARTMEN • • T' STANDARD SANITARY MANHOLE SEPTEMBER 2611 W (SEE NOTE 4) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 6) I.. FOUNDATION LEVEL 6" BEDDING FOR SANITARY SEWER PIPE NOTES I. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES 3. COMPACT BEDDING MATERIAL TO 95% .MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH ACM AL 1TRE CH WIDTH. SM NMI AF SWMr R WILL BE B� AV ARCAM 5. TRENCH BACKFILL SHAD_ CONFORM TO "BACKFILLING" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN I" PER FOOT OF PIPE. DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUN A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS MARCH 2008 FA SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING PATCHED AREA PLAN NTS I_1 • •. SECTION THE ENGINEER. A 4" CONCRETE NOTES, REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO WE DIAMETER OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER SID. PLAN 400.7. REPLACE ALL BUT TOP T' OF EXCAVATES MATERIAL NTH CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE WITH 2" OF ASPHALT CLASS '0" OR AS APPROVED BY THE WONEM. PUBLIC WORKS TYPICAL UTILITY COVER BID. PLAN - 400,4 4 • DEPARTMENT ADJUSTMENT FOR PAVEMENT OR OVERLAY DECEMBER 2010 'A' 'B' 1 'C' 1 'D' 'E' 48 MH 48 I 6 MIN. 5'MIN 24 MIN. I 21 1.D. 54 MH 54 8' MIN. 5.5 MIN. 24 MIN. 24 I.O. 60° MH 60" 8" MIN. 6- MIN, 42" MIN, 30" I.D. ROLES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASING $HALL BE PER SID. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN WE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO MADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR OBLB BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. WE UK OF SHIMS IS PROHISIPED, 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING ORANNEUNG, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASHER MC- AROSHIELD OR APPROVED EQUAL: COLOR OF COATING SHAM BE WHITE. 0. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WIN ASTM C -443. 9. CHANNEL HEIGHT SMALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF WE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES WALL EXTEND A MINIMUM OF 6° AND A MAXIMUM OF 12' ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM T DIAMETER CONCRETE RINGS POURED AT GRACE. IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS BID. PLED - 400.1 DEPARTMEN • • T' STANDARD SANITARY MANHOLE SEPTEMBER 2611 W (SEE NOTE 4) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 6) I.. FOUNDATION LEVEL 6" BEDDING FOR SANITARY SEWER PIPE NOTES I. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES 3. COMPACT BEDDING MATERIAL TO 95% .MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH ACM AL 1TRE CH WIDTH. SM NMI AF SWMr R WILL BE B� AV ARCAM 5. TRENCH BACKFILL SHAD_ CONFORM TO "BACKFILLING" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN I" PER FOOT OF PIPE. DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUN A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS MARCH 2008 FA SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING PATCHED AREA PLAN NTS I_1 • •. SECTION THE ENGINEER. A 4" CONCRETE NOTES, REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO WE DIAMETER OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER SID. PLAN 400.7. REPLACE ALL BUT TOP T' OF EXCAVATES MATERIAL NTH CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE WITH 2" OF ASPHALT CLASS '0" OR AS APPROVED BY THE WONEM. PUBLIC WORKS TYPICAL UTILITY COVER BID. PLAN - 400,4 4 • DEPARTMENT ADJUSTMENT FOR PAVEMENT OR OVERLAY DECEMBER 2010 LENGTH F 0 50 M 100 by 50 200 zs0 300 350 400 450 LENGTH 0 50 q 00 C s0 No 250 z 300 - 350 400 450 LENG H O - s0 100 50 200 8 250 y No N 3% b0 430 LENGI FT w p a 50 100 150 200 a 230 No 350 400 450 PROCENIRE: SLOWLY PRESSURIZE THE PIPE TO 4,0 P.W.G. ALL SEWER PIPE SHALL MEET A MINIMUM NR ALLOW 2 MINUTES FOR STABIUZATION. ADDING PRESSURE TEST OF 4.0 P.S.I.G FOR 5 MINUTES Apt AS REWIRED TO STABILIZE WE PRESSURE MIN NO LOSE OF PRESSURE IF THERE IS A LOSS AT 4.0 P.S.I.G. OF PRESSURE, THEN WE TIME OF WE DROP FROM 15 P.SJ O. TD 2.5 P.S.1.0 SMALL NOT BE LESS THAN WE TIME SHOWN ON THE ABOVE TABLES. 8� PUBLIC WORKS AIR TEST TABLE BID. PLAN - 410 • ' DEPARTMENT ( LOW PRESSURE ) FOR SANITARY SEWERS MARCH 2008 8 IN. DIAMETER PIPE 0 50 100 150 200 2% 300 350 400 450 500 0 BO 180 238 316 396 476 558 BJ2 680 680 ib 220 300 380 .0.56 538 818 898 T2 708 708 2811 360 440 520 600 8]8 748 744 736 732 728 424 500 560 860 %40 580 A2 784 758 748 744 564 644 720 800 806 598 588 ]80 J]2 -76-- 4 ]60 704 584 856 838 820 :908 800 792 784 844 880 860 844 832 820 BOB 6 IN. OAMEIER PIPE 0 50 100 150 20D 250 300 350 b0 650 SOD 0 80 180 236 318 398 478 556 832 880 680 220 300 380 4% s38 818 698 ]88 780 )52 ]44 410 520 800 BJ8 756 838 840 828 812 804 792 680 540 820 898 932 908 888 888 858 840 832 880 960 1028 892 969 940 920 800 888 672 880 1100 1084 1044 fOT2 988 884 949 928 912 900 688 1132 1082 1056 1028 1004 984 864 8(10 792 788 ]80 909 869 868 852 840 828 820 &JB 804 ]98 788 909 880 872 e% 649 836 824 818 806 804 588 908 888 878 830 852 840 832 824 816 808 004 TIME SECONDS LENGTH F 0 50 M 100 by 50 200 zs0 300 350 400 450 LENGTH 0 50 q 00 C s0 No 250 z 300 - 350 400 450 LENG H O - s0 100 50 200 8 250 y No N 3% b0 430 LENGI FT w p a 50 100 150 200 a 230 No 350 400 450 PROCENIRE: SLOWLY PRESSURIZE THE PIPE TO 4,0 P.W.G. ALL SEWER PIPE SHALL MEET A MINIMUM NR ALLOW 2 MINUTES FOR STABIUZATION. ADDING PRESSURE TEST OF 4.0 P.S.I.G FOR 5 MINUTES Apt AS REWIRED TO STABILIZE WE PRESSURE MIN NO LOSE OF PRESSURE IF THERE IS A LOSS AT 4.0 P.S.I.G. OF PRESSURE, THEN WE TIME OF WE DROP FROM 15 P.SJ O. TD 2.5 P.S.1.0 SMALL NOT BE LESS THAN WE TIME SHOWN ON THE ABOVE TABLES. 8� PUBLIC WORKS AIR TEST TABLE BID. PLAN - 410 • ' DEPARTMENT ( LOW PRESSURE ) FOR SANITARY SEWERS MARCH 2008 8 IN. DIAMETER PIPE 0 50 100 150 200 2% 300 350 400 450 500 0 BO 180 238 316 396 476 558 BJ2 680 680 ib 220 300 380 .0.56 538 818 898 T2 708 708 2811 360 440 520 600 8]8 748 744 736 732 728 424 500 560 860 %40 580 A2 784 758 748 744 564 644 720 800 806 598 588 ]80 J]2 -76-- 4 ]60 704 584 856 838 820 :908 800 792 784 844 880 860 844 832 820 BOB 6 IN. OAMEIER PIPE 0 50 100 150 20D 250 300 350 b0 650 SOD 0 80 180 236 318 398 478 556 832 880 680 220 300 380 4% s38 818 698 ]88 780 )52 ]44 410 520 800 BJ8 756 838 840 828 812 804 792 680 540 820 898 932 908 888 888 858 840 832 880 960 1028 892 969 940 920 800 888 672 880 1100 1084 1044 fOT2 988 884 949 928 912 900 688 1132 1082 1056 1028 1004 984 864 948 832 920 908 1132 1098 1088 1040 1016 998 '980 984 946 936 920 1132 1100 1008 1052 1028 1008 992 976 984 952 940 1132 1104 1080 10% 1036 1020 1004 988 SUES 964 952 TIME (SECONDS) 6 IN. gAME1ER PIPE 0 50 100 1% 20D 250 300 350 400 950 500 0 BO 180 239 318 396 4]8 556 832 880 880 318 398 456 558 832 A2 832 816 804 804 ]82 632 712 792 8]2 952 984 952 928 905 888 8]8 852 1028 1108 1132 1086 1052 1020 992 972 852 836 12fi0 1284 1224 11]6 1132 1100 1088 1044 1020 1000 984 1380 1300 1248 1204 1189 1132 1104 1080 1056 1036 1020 1360 1308 1260. 1224 1192 1180 1132 1108 1088 1068 1052 1360 1318 12]6 1240 1208 1100 1156 1132 1112 1096 1076 1360 1320 1284 1252 1229 1200 11]8 if52 1132 1116 1100 1360 1324 1292 1284 1236 1212 1192 1168 1152 1132 1116 MME SECONDS 6 IN. DIAMETER PIPE 0 50 100 150 20D 2% 300 350 400 450 SOD 0 BO 160 236 316 398 478 556 632 680 880 498 5]6 652 J32 812 892 972 94:4 924 900 BB4 988 1068 1148 1228 1248 1182 1144 1104 10]2 1044 1020 1484 1589 1484 1408 tJ44 1292 1240 1208 11]2 1144 1116 1700 1808 1532 1484 1408 1360' 1318 1280 1248 1216 1182 1700 1824 1560 1504 1452 1408 1388 1332 1304 1272 1248 1700 tfi36 ISBO 1532 1489 1444 1408 1376 1344 1318 1292 t 700 1644 iS96 1532 1312 1472 1490 1408 1380 1552 1328 1700 1852 1608 1 %0 1332 1496 1464 1436 1408 1384 1360 1700 16% 1616 1580 tS48 1518 1484 1460 ib2 1406 IJ88 THE SECONDS A H RE SEWER FUTURE COVER BOTTOM VIEW COVER &FRAME PROPERTY LINE PLAN VIEW 25' DNA, [633mm1� 1' (3) BUT SOC. (Al-LIEN HEAD) r L25mm] 5 /8' -li X 1.5 SS 3/4' RUSHER WASHER [19mm] 8 3/4' 2 1/2' .� \2 [222nm] (64mm] � x 4 STUD MARKING POST PAINTED "SEVER' iYP � SURFACE O£ANWL MIN OTTE MTH THE WORD STEM COVER SECTION VIEW g CAST IRIXN R1NC R COVER IN S' HIM BLACK LETTERS AND IN EON BOLTING DETAIL [643mm1 IR t 1/16' 1/4' - 3 1 /16• L27Nm7 [6m1 r IV..] 1/4• (6mn> D .1 NEOPRENE GASKET I [I52nn] Linn] 1T � [R3nn]J OIA LL OPEN n6nn7 � L594mm7 GASKET GROOVE DETAIL 27 5/16' DIR L694mm7 34 1 /8' OIA 1867mm] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. N0. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). 81D. PLAN -401 . � . PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008 PUBLIC WORKS STANDARD SIDE SEWER BPD• PLAN -4081 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 12 r; 1a° 0 LIFT POCKET il' - 11 N.C. SOCKET HD 2" A.C. SCREW 1 Ya' LONG (BRONZE OR S.S.) Yz" z 2" RAISED PADS T__ 6" CONCRETE CLASS 3000 12 R' 14" CAST IRON RING AND COVER SAND OR EXPANDABLE FOAM ,TER TIGHT 45' (1 /8) BEND gates T� 2. fit' !Y`P r�0 y.� dY� �(,p2 PIPE MATERIAL AS SPECIFIED G BY THE ENGINEER 45' (1/8) BEND NOTFC. I. 8" AND 8" CLEANOUiS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC, No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER ICHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1' -D' THIGH, 2' -0" SQUARE CONCRETE. CLASS 3000. PAD AROUND THE RING AND COVER. '- PUBLIC WORKS B OR 6 INCH CLEAN -OUT STD. PLED -40$.1 DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 � TJB �•� �, _ .,, CITY OF NEKTON MIW Ills IICM Planning /Building /Public Works Dept . TOE ER Mal N0. REVISION BY DATE APPAL �^� °1i10mO�r MTM S=3659:03 " SEWER MAIN FOR 3413 NE 7TH • ° �< � "° � ' WANG ENGINEERING, INC. 14735 168TH AVE NE WOODINVILLE, WA 98072 Email: wangenginc @yahoo.com I A - N N 9 -1 -12 PROPERTY LINE I 6" BUILDING SEWER PIPE BUILDING SEVER .� \2 � x 4 STUD MARKING POST PAINTED "SEVER' TEE MM B" ROE OUTLET � SURFACE O£ANWL MIN OTTE MTH THE WORD STEM g CAST IRIXN R1NC R COVER IN S' HIM BLACK LETTERS AND IN WRAPPED AROUND FIRE SPA AND (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE SCUD. 2975 OR APPROVED EQUAL, SPECIFY 'SEWER' ON U0. BEE SM. PLAN 403.1 FOR g" a ecW{RpF Wpp�� pup R,�x p INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE 2YSR CONNECTIONS TO MAN LINES ARE AS FOLLOWS: A WiRIFffO CLAY MAIN - WT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE- pPoLLEO MM A ROMAC $ApplE (OR APPROVED EQUAL). C. PVC MAIN - COPE- DRILLED MIX A ROMAC SADDLE (OR APPROVED EQUAL) OR OUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE -OPoUEO WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - PLL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUR OR THE STRUCTURE SHALL BE CORE-DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. OVH 1:3:5 MIX BLOCKING O� _ 2% IN SLOPE HORIZONTAL V. SIDE OUTLET TEE SEAR 6" MIN. MAIN CONCRETE BLOCKING AN OF TEE AT MAIN OVER SEWER MAIN f TYPI I SIDE SEWER fl NATION 25 ELEVATION THOLES$ OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SIDE SEWER BPD• PLAN -4081 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 12 r; 1a° 0 LIFT POCKET il' - 11 N.C. SOCKET HD 2" A.C. SCREW 1 Ya' LONG (BRONZE OR S.S.) Yz" z 2" RAISED PADS T__ 6" CONCRETE CLASS 3000 12 R' 14" CAST IRON RING AND COVER SAND OR EXPANDABLE FOAM ,TER TIGHT 45' (1 /8) BEND gates T� 2. fit' !Y`P r�0 y.� dY� �(,p2 PIPE MATERIAL AS SPECIFIED G BY THE ENGINEER 45' (1/8) BEND NOTFC. I. 8" AND 8" CLEANOUiS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC, No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER ICHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1' -D' THIGH, 2' -0" SQUARE CONCRETE. CLASS 3000. PAD AROUND THE RING AND COVER. '- PUBLIC WORKS B OR 6 INCH CLEAN -OUT STD. PLED -40$.1 DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 � TJB �•� �, _ .,, CITY OF NEKTON MIW Ills IICM Planning /Building /Public Works Dept . TOE ER Mal N0. REVISION BY DATE APPAL �^� °1i10mO�r MTM S=3659:03 " SEWER MAIN FOR 3413 NE 7TH • ° �< � "° � ' WANG ENGINEERING, INC. 14735 168TH AVE NE WOODINVILLE, WA 98072 Email: wangenginc @yahoo.com I A - N N 9 -1 -12