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HomeMy WebLinkAboutC23004873 - Hazen HS Portables - hydrant installHAZEN HIGH SCHOOL IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4280LUA23-000127 PR23-000068 C23004873 HAZEN HIGH SCHOOL SITEWORK FOR PORTABLE CLASSROOMS BUILDING PERMIT SPR APPLICATION 3/22/23 4/4/23 COP-1 5/22/23 PERMIT SUBMITTAL 8/29/23 CIVIL PERMIT SUBMITTAL 11/30/23 GENERAL INFORMATION R-428001 DEVELOPMENT ENGINEERING SAMorman 01/12/2024 WATER UTILITY ABDOUL GAFOUR 01/12/2024 REGIONAL FIRE AUTHORITY cthomas 01/16/2024 APPROVED SURFACE WATER UTILITY jfarah 02/01/2024 IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4280LUA23-000127 PR23-000068 C23004873 HAZEN HIGH SCHOOL SITEWORK FOR PORTABLE CLASSROOMS BUILDING PERMIT SPR APPLICATION 3/22/23 4/4/23 COP-1 5/22/23 PERMIT SUBMITTAL 8/29/23 CIVIL PERMIT SUBMITTAL 11/30/23 GENERAL INFORMATION R-428002 DEVELOPMENT ENGINEERING SAMorman 01/12/2024 SAWCUT AND REMOVEEXISTING ASPHALT TO INSTALLNEW ELECTRICAL ANDCOMMUNICATION LINES (TYP)SEE ELECTRICAL PLANS FORDETAILED CONDUIT ANDVAULT INFORMATION.REMOVE EXSPEED BUMPIPINSTALL CB PROTECTIONAT ALL CATCH BASINS INVICINITY OF PORTABLEINSTALLATION (TYP)IPIPGRIND AND REMOVEEXISTING PARKINGSTALL STRIPINGSOUTH OF PROPOSEDPORTABLES (TYP)SAWCUT AND REMOVEEXISTING ASPHALT TOINSTALL NEW ELECTRICALAND COMMUNICATIONLINES (TYP)SEE ELECTRICAL PLANSFOR DETAILED CONDUITAND VAULT INFORMATION.EXISTING WATERMAIN EASEMENTPROPOSED PORTABLES TOBE LOCATED ON TOP OFEXISTING ASPHALT (TYP)REMOVE EXLIGHT POLEAND SALVAGETO OWNERREMOVE EXLIGHT POLEAND SALVAGETO OWNER11SAWCUT AND REMOVEEXISTING ASPHALT TOINSTALL NEW FIRE HYDRANTSAWCUT AND REMOVEEXISTING ASPHALT TOINSTALL NEW FIRE HYDRANT(45 SF LOCATED OVERWATER MAIN TAP - SEESHEET C400)144 SF1,782 SF24 SF INSTALL CBPROTECTIONSCALE 1"=10'510200g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)RCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-428043667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ LUA23-000127 PR23-000068 C23004873HAZEN HIGH SCHOOLSITEWORK FOR PORTABLE CLASSROOMSDEMOLITION PLAN1"=10'PERMIT/PRICING REVIEW SETLEGENDSAWCUT LINEPROPERTY LINEINLET PROTECTIONIPDEMO ASPHALTSPR APPLICATION3/22/23BUILDING PERMIT4/4/23COP-15/22/231CIVIL PERMIT SUBMITTAL9/12/23R-428003CIVIL PERMIT RESUBMITTAL11/30/23ASPHALT REPLACEMENTLEGENDDESCRIPTIONQUANTITYUNITUTILITY REPLACEDASPHALT1,995SFDEVELOPMENT ENGINEERINGSAMorman 01/12/2024 COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT1.8%1.8%1.0%1.0%0.8%0.6%0.2%0.4%0.0%1.0%1.0%0.1%0.1%0.9%1.0%1.0%0.6%0.8%1.1%0.6%2.0%1.7%4.1%2.8%0.5%0.2%2.3%1.2%REPLACE EXISTINGCB GRATE WITHADA COMPLIANTGRATE0.8% 1.1% 1.4% 1.7% 1.7% 1.7%2.0%1.5% 1.7% 1.6%1.2%1.4%0 . 0%1.3%0.9%PATCH ASPHALT ANDMATCH EXISTINGTHICKNESS. SEAL ALLSAWCUT LINES, ANDCOAT WITH SAND TOREDUCE TRACKING INTONEW PORTABLES (TYP)4" WIDE PAINTEDWHITE STRIPE TODEFINE PEDESTRIANPATHWAYWHEEL STOPS4" WIDE WHITE PARKINGLOT STRIPING, ANDSTENCILED "COMPACT"STALLS WHEREINDICATED.PATCH ASPHALT ANDMATCH EXISTINGTHICKNESS. SEAL ALLSAWCUT LINES, ANDCOAT WITH SAND TOREDUCE TRACKING INTONEW PORTABLES (TYP)EXTRUDED CURBS,AND PAINT WHITEEXTRUDED CURBS,AND PAINT WHITEGAP OF EXTRUDEDCURB AT EXISTINGCATCH BASIN4" WIDE PAINTEDWHITE STRIPE TODEFINE PEDESTRIANPATHWAYGRIND AND OVERLAYEXISTING ASPHALT TOPROVIDE A MAXIMUM1.9% CROSS SLOPE INTHIS ZONEPROPOSED PEDESTRIANPATHWAY SLOPES (TYP).ALL SLOPES ARE LESSTHAN 2%, AND THEPATHWAY IS ADACOMPLIANTPROPOSED PEDESTRIANPATHWAY SLOPES (TYP).ALL SLOPES ARE LESS THAN2%, AND THE PATHWAY ISADA COMPLIANTDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSEXISTING WATERMAIN EASEMENTGAP OF EXTRUDEDCURB AT EXISTINGCATCH BASINEXTRUDED CURBAND PAINT WHITESEE DETAILELEC./COMM. VAULTS.SET FLUSH WITHADJACENT ASPHALTELEVATIONS. SEEELEC./COMM. PLANS1466.61(EX)466.08(EX)466.08(EX)466.37(EX)466.57(EX)466.62(EX)466.51(EX)466.50(EX)466.69(EX)466.65(EX)466.81(EX)0.8%465.99465.993.6%2.9%466.310.7%4.1%3.1%466.67(EX)466.74(EX)2.8%466.93(EX)466.96(EX)2.4%0.5%466.99(EX)466.91(EX)1.4%467.09(EX)467.04(EX)1.0%0.6%0.4%466.67 (EX)466.66 (EX)466.72 (EX)466.68 (EX)466.61 (EX)466.58 (EX)466.42 (EX)466.43 (EX)466.14 (EX)466.15 (EX)465.97 (EX)0.3%1.2%465.97 (EX)466.00 (EX)466.07 (EX)466.06 (EX)466.07 (EX)466.05 (EX)466.07 (EX)466.02 (EX)466.21 (EX)466.15 (EX)466.34 (EX)466.33 (EX)466.54 (EX)466.53 (EX)466.64 (EX)466.68 (EX)466.66 (EX)466.62 (EX)466.55 (EX)466.49 (EX)466.45 (EX)466.38 (EX)466.33 (EX)466.25 (EX)0.2%466.20 (EX)466.12 (EX)466.13 (EX)466.05 (EX)466.11 (EX)466.01 (EX)466.00 (EX)465.92 (EX)465.99 (EX)465.91 (EX)466.06 (EX)465.97 (EX)466.11 (EX)466.10 (EX)CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-428043667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ LUA23-000127 PR23-000068 C23004873SCALE 1"=10'510200g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)RHAZEN HIGH SCHOOLSITEWORK FOR PORTABLE CLASSROOMSGRADING AND PAVING PLAN1"=10'LEGENDPROPERTY LINEASPHALT PAVEMENTPROPOSED PORTABLECONCRETE CURBEXTRUDED CURBASPHALT OVERLAYPERMIT/PRICING REVIEW SETSPR APPLICATION3/22/23BUILDING PERMIT4/4/23COP-15/22/231CIVIL PERMIT SUBMITTAL9/12/23R-428004CIVIL PERMIT RESUBMITTAL11/30/23DEVELOPMENT ENGINEERINGSAMorman 01/12/2024 COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT11'11'8'8'2' 2' 29.6' 27' 29.6'8.5'28'8.7'8.4'5'5'5'1.9'20' 16' 5'5'0.9'9.7' 12.1' 5.2'1SCALE 1"=10'510200g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)RCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-428043667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ LUA23-000127 PR23-000068 C23004873HAZEN HIGH SCHOOLSITEWORK FOR PORTABLE CLASSROOMSHORIZONTAL CONTROL PLANSPR APPLICATION3/22/231"=10'LEGENDPROPERTY LINEPROPOSED PORTABLECONCRETE CURBEXTRUDED CURBPERMIT/PRICING REVIEW SETBUILDING PERMIT4/4/23COP-15/22/231CIVIL PERMIT SUBMITTAL9/12/23R-428005CIVIL PERMIT RESUBMITTAL11/30/23DEVELOPMENT ENGINEERINGSAMorman 01/12/2024 COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTREPLACE EXISTINGCB GRATE WITHADA COMPLIANTGRATEDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSEXISTING WATERMAIN EASEMENTPPPPCOMCOMCOMCOMCOMCOMCOMCOM COMCOMPPPPPP {COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMPPCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP PPP PPP COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMSDSDSDSDSDWWWWWCONNECT TO EXCATCH BASINIE 461.25 6"(IN)W6" VAULT DRAINIE 463.28 6"(OUT)E6" VAULT DRAINIE 463.25 6"(OUT)SE57 LF 6" PVC SD @ 3.6%5 LF 6" PVC SD @ 10.3%COMM. CONDUIT DUCTBANK (TYP). SEEELECTRICAL PLANSPOWER CONDUIT DUCTBANK (TYP). SEEELECTRICAL PLANSCOMM VAULT. SEECOMM. PLANSPOWER VAULT. SEEELECTRICAL PLANSSD LINE TAKES PRIORITY.ADJUST POWERCONDUITS AS REQUIREDCONCRETE SPLASHBLOCKS AT EVERYDOWNSPOUT ANDANGLE INDIRECTION OFSURFACE FLOWPROVIDE CONCRETESPLASH BLOCKS ATEVERY DOWNSPOUTAND ANGLE INDIRECTION OFSURFACE FLOW1NEW FIRE HYDRANTASSEMBLY PER CITY OFRENTON STD. PLAN 310.1SEE DETAILC51047.5'PATCH ASPHALTSEE DETAILC5108PROPOSED 15' WATERMAIN EASEMENTSEE SHEET C510 FORWATER MAIN PROFILE7.5'CONNECTION TO EXWATER ON SITE(1) 10"X8" HOT TAP(1) 8" GATE VALVE (FLXMJ)W/ THRUST BLOCKINGFIRE HYDRANT ASSEMBLY(1) 8"X6" TEE (MJXFL)(1) 6" GATE VALVE (FLXMJ)(1) 8" PLUG (MJ)5 LF DI SPOOL W/ CONC BLOCKS5'(1) 8" 45° BEND (MJ)25 LF 8" DI CL52(1) 8" 45° BEND (MJ)29 LF 8" DI CL52 1 LF 8" DI CL52SDSDSDSDSDCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-428043667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ LUA23-000127 PR23-000068 C23004873SCALE 1"=10'510200g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)RHAZEN HIGH SCHOOLSITEWORK FOR PORTABLE CLASSROOMSUTILITY AND DRAINAGE PLAN1"=10'LEGENDPROPERTY LINEASPHALT PAVEMENTPROPOSED PORTABLECONCRETE CURBEXTRUDED CURBASPHALT OVERLAYPERMIT/PRICING REVIEW SETSPR APPLICATION3/22/23BUILDING PERMIT4/4/23COP-15/22/231CIVIL PERMIT SUBMITTAL9/12/23R-428006W-428001WTR-27-4280 CIVIL PERMIT RESUBMITTAL11/30/23DEVELOPMENT ENGINEERINGSAMorman 01/12/20248" POLYPIGGINGSTATION PER STDPLAN NO. 300.7WATER UTILITY ABDOUL GAFOUR 01/12/2024SURFACE WATER UTILITYjfarah 02/01/2024 COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACTDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSEXISTING WATERMAIN EASEMENTPPPPCOMCOMCOMCOMCOMCOMCOMCOM COMCOMPPPPPP {COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMPPCOM COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOM PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP PPP PPP COMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMCOMSDSDSDSDSDWWWWWEX FIRE HYDRANT150' HOSEDISTANCEFIRE HYDRANT150' HOSEDISTANCEFIRE HYDRANT150' HOSEDISTANCEEX FIRE HYDRANT150' HOSEDISTANCE(4) BOLLARDS PERCITY OF RENTONREQUIREMENTSPATCH ASPHALTSEE DETAILC5108NEW FIRE HYDRANTASSEMBLY PER CITY OFRENTON STD. PLAN 310.1SEE DETAILC5104EXISTING FIREHYDRANTPROPOSED 15' WATERMAIN EASEMENTCONNECTION TO EXWATER ON SITE(1) 10"X8" HOT TAP(1) 8" GATE VALVE (FLXMJ)W/ THRUST BLOCKINGFIRE HYDRANT ASSEMBLY(1) 8"X6" TEE (MJXFL)(1) 6" GATE VALVE (FLXMJ)(1) 8" PLUG (MJ)5 LF DI SPOOL W/ CONC BLOCKS(1) 8" 45° BEND (MJ)(1) 8" 45° BEND (MJ)29 LF 8" DI CL52 25 LF 8" DI CL521 LF 8" DI CL52CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-428043667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ LUA23-000127 PR23-000068 C23004873SCALE 1"=10'510200g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)RHAZEN HIGH SCHOOLSITEWORK FOR PORTABLE CLASSROOMSFIRE PLAN1"=10'LEGENDPROPERTY LINEASPHALT PAVEMENTPROPOSED PORTABLECONCRETE CURBEXTRUDED CURBASPHALT OVERLAYPERMIT/PRICING REVIEW SETSPR APPLICATION3/22/23BUILDING PERMIT4/4/23COP-15/22/231CIVIL PERMIT SUBMITTAL9/12/23R-428007W-428002WTR-27-4280 CIVIL PERMIT RESUBMITTAL11/30/23DEVELOPMENT ENGINEERINGSAMorman 01/12/2024 FIRE HYDRANT ASSEMBLYScale: 1"=5' V. 1"=20' H445450455460465470475445450455460465470475CONNECTION TO EX WATER ON SITE (1) 10"X8" HOT TAP (1) 8" GATE VALVE (FLXMJ) W/ THRUST BLOCKING PROPOSED FIREHYDRANT ASSEMBLY(BEYOND)EX GRADE3' 3'25 LF 8" DI CL5229 LF 8" DI CL52(1) 8" 45° BEND (MJ) W/ VERTICAL CONC BLOCKS PER CITY OF RENTON STD PLAN 330.2 AND 330.4 (1) 8" 45° BEND (MJ) W/ VERTICAL CONC BLOCKS PER CITY OF RENTON STD PLAN 330.2 AND 330.4 1 LF 8"DI CL52FIRE HYDRANT ASSEMBLY (1) 8"X6" TEE (MJXFL) (1) 6" GATE VALVE (FLXMJ) (1) 8" PLUG (MJ) 5 LF DI SPOOL W/ CONC BLOCKS CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-428043667NSTATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER OSBOCAJA.DLAREJ LUA23-000127 PR23-000068 C23004873HAZEN HIGH SCHOOLSITEWORK FOR PORTABLE CLASSROOMSSITE DETAILS1"=10'PERMIT/PRICING REVIEW SETSPR APPLICATION3/22/23BUILDING PERMIT4/4/23COP-15/22/231Fire Hydrant Assembly4NTSASPHALT CONCRETE HMA CLASS 1/2"(3" MIN) REPLACEMENT PATCH TO BE 1"THICKER THAN PREVIOUSLY EXISTEDSEAL JOINT WITHCOUNTY APPROVEDSEALANTFINAL JOIN MUSTBE SAW-CUT (TYP)12" MIN1" BELOW EXISTEXISTINGASPHALTCOMPACTED CRUSHEDSURFACING TOP COURSECRUSHED SURFACINGBASE COURSESEE STANDARD PIPETRENCH DETAILAPPLY ASPHALTTACK COAT ATALL JOINTS (TYP)Asphalt patch8NTSFire Hydrant Profile7NTSCIVIL PERMIT SUBMITTAL9/12/23WTR-27-4280 R-428008W-428003Water Plan General Notes3NTSConnection To Water Main2NTSCatch Basin Insert1NTSErosion and Sediment Control Standard Plan Notes5NTSConcrete Blocking for Horizontal Fittings6NTSCIVIL PERMIT RESUBMITTAL11/30/23DEVELOPMENT ENGINEERINGSAMorman 01/12/20248" POLYPIGGINGSTATION PER STDPLAN NO. 300.7WATER UTILITY ABDOUL GAFOUR 01/12/2024