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HomeMy WebLinkAboutS-364701W Z F- W 0 w CL 1 V J U) 1 CL IS II - Z W 2W J O Irw IIIC/) J 0 0 2 U C/)W J D D 2 Z W Cn J W Z VAV`.V#-%Lnam ■ ■■..imv ■ amIL■. . ■� .. SCALE 1F=30LEGEND FIRE HYDRANT KEY NOTES. BS BOTTOM TSTEP NEIIIII FETING CITY OF RENTON FIRE DEPARTMENT TS TOP OF STEP U1 PROVIDE STORZ FITTING M REQUIREMENTS ON EXISTING FIRE HYDRANT. TW TOP OF WALL d, ' °t Fj] PROVIDE 3' CLEAR ZONE AROUND FIRE HYDRANT. REMOVE ALL STORM DRAIN CLEANOUT VEGETATION. EXCAVATE AS REQUIRED TO PROVIDE CONCRETE PAD. r --.- i Don%Anr A'YA' rnN(wr PAD AROUND THE EXISTING FIRE HYDRANT. nco UNDERDRAIN CLEANOUT. SEE LANDSCAPE PLANS VEGETATION-1� SEE LANDSCAPE PLANS FACE OF EXISTING BUILDING GRASS SURFACING. SEE LANDSCAPE PLANS EXISTING GROUND EXISTING CATCH BASIN NOTES: 1. REGRADE TO PROMOTE POSITIVE DRAINAGE FROM FACE OF BUILDING TO EXISTING STORM DRAIN STRUCTURES. ELEVATION AT BUILDING FACE SHALL BE 6" MIN. BELOW FINISH GRADE. CONCRETE MOW STRIP,J E �CAPE PLANS SLANDSCTION AT SOUTHEAST BUILDING CORNE, NO TO OSACLE KEY NOTES O ADJUST RIM/LID TO FINISH GRADE. O NOT USED 3 ADJUST RIM/LID TO 1' BELOW FINISH GRADE. PROVIDE o E. DETECTABLE TRACER WIRE. 4 SDCB 110, TYPE 1, DI GRATE OPENINGS SHALL o " BE LESS THAN 3/8 RIM= 412.90 IE= 409.76 (12" E) N-170215.66 E-1302232.35 O O6 CONNECT TO EXISTING STORM DRAIN MANHOLE = "W NEW IE- 408.66 (12 ) CONTRACTOR TO VERIFY EXISTING LOCATION, SIZE, DEPTH, MATERIAL AND SLOPE PRIOR TO ORDERING MATERIALS AND CONSTRUCTING. 7 O CONNECT FOOTING DRAIN TO EXISTING STORM STRUCTURE. CONTRACTOR TO VERIFY EXISTING LOCATION, SIZE, DEPTH, MATERIAL AND SLOPE PRIOR TO ORDERING MATERIALS AND CONSTRUCTING. IE= 418.99 (W) IN# 66 ic- 4416.72d! !r1 G) " 10 D 46. 1 i cq !c„ r1 SIB -9 REM MA 'Ab AN- PRIOR % ORDERING MOrTERIAL6 ANB O11 REPLACE EXISTING CONCRETE SIDEWALK, SEE SHEET C1.1 FOR 5 DEMOLITION. C4.1 12 CONCRETE MOW STRIP, SEE LANDSCAPE PLANS. 0 13 SDCB 11Z TYPE 1 W/ SOLID LOCKING LID RIM= 416.25 CONNECT TO FOOTING DRAIN IE= 414.09 (8" NE,E) N-170151.29 E-1302460.55 14 31 LF 8" SD 0 0.60% 0 15 CONNECT TO UNDERDRAIN W/ WYE CONNECTION IE= 413.91 O16 CONNECT FOOTING DRAIN TO EXISTING STORM STRUCTURE. CONTRACTOR TO VERIFY EXISTING LOCATION, SIZE, DEPTH, MATERIAL AND SLOPE PRIOR TO ORDERING MATERIALS AND CONSTRUCTING. IE= 412.55 (W) 17 PROVIDE SHALLOW SWALE (4" DEEP, MEASURED FROM ELEVATION OF MOWSTRIP). PROVIDE POSITIVE DRAINAGE TO EXISTING CATCH BASIN O18 ADJUST EXISTING FIRE HYDRANT ELEVATION. THE ABOVE GRADE HYDRANT FITTI SHALL BE 2 -INCHES ABOVE FINISHED GRADE PER DETAIL 3 C4.1 S- 3 6410 BID SET HOtiI WAL• NAD 1983/1991 DATU M Checked for Compliance to City Standards 19 CONNECT TO EXISTING STORMIJNE yy= IE=416.82 (4' W) 20 14 LF 4" SD 0 0.5% MIN. (SEE LANDSCAPE PLANS FOR CONTINUATION AT VAULT) o21 CONNECT TO EXISTING STORM DRAINAGE MANHOLE IE-= 416.30 (4 E) O22 LF 4" SD 0 0.5% MIN. SEE LANDSCAPE PLANS FOR CONTINUATION AT VAULT) 23 REPLACE CURBING IN-KIND REPLACE ASPHALT CONCRETE PAVEMENT, PER DETAIL / a l C4.1 n24 IRRIGATION DOUBLE CHECK VALVE ASSEMBLY/BACK FLOW PREVENTOR PER DETAIL SEE SHEET L2.3 FOR 4 IRRIGATION SERVICE AND ASSOCIATED APPURTENANCES. 25 IRRIGATION DOUBLE CHECK VALVE ASSEMBLY/BACK FLOW PREVENTOR PER DETAIL SEE SHEET L2.1 FOR 4 IRRIGATION SERVICE AND ASSOCIATED APPURTENANCES. 26 30 LF 8' SD 0 1.90% GENERAL NOTES R = 364714 1. SEE LANDSCAPE PLANS FOR UNDERDRNNS, MOW STRIPS, AND ADDITIONAL SITE FEATURES. 2. FOR PIPE TRENCHING AND BACKFILL SEE e C4.1 3. ALL STORM PIPE SHALL BE LINED CORRUGATED POLYETHYLENE PIPE OR AS ALLOWED BY THE KING COUNTY 2009 DRAINAGE MANUAL UNLESS OTHERWISE NOTED. 4. SPOT ELEVATIONS AND CONTOURING SHOWN REPRESENT FINISH GRADE ELEVATIONS. SUBGRADE ELEVATIONS WILL VARY DEPENDING UPON TYPE OF SURFACING REQUIRED. REFER TO SHEET L1.6 TOPSOIL KEY PLAN FOR TOPSOIL DEPTHS. 5. MATCH EXISTING GRADES AT INTERFACE WITH EXISTING SURFACING. VERIFY EXISTING GRADES AT INTERFACE PRIOR TO ORDERING MATERIALS AND CONSTRUCTING. 6. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUCTION ACTIVITIES. CONTACT ENGINEER IF PROPOSED GRADES ARE BELIEVED TO BE IN ERROR. 7. SEE ARCHITECTURAL PLANS FOR STAIR, RAMP, BLEACHER SEATING AND HANDRAIL DETAILS, SECTIONS AND NOTES. SEE ARCHITECURAL PLANS FOR WALL DETAILS, SECTIONS AND NOTES. 8. PROVIDE FOOTING DRAIN BEHIND SITE RETAINING WALL CONNECT TO STORM STRUCTURE. SEE ARCHITECTURAL DETAIL 14 & 15 ON SHEET A5.1. 9. SEE SHEET C2.2 FOR STANDARD DRAINAGE NOTES. 10. FINISHED GRADES ARE INDICATED. CONTRACTOR SHALL EXCAVATE AND FILL TO ACHIEVE PROPER SUBGRADES. 4rn1. im%�I'q� ��ftIST sIONALyCs Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors NOTICE TACOMA • SEATTLE ALUA1 N OF TMS 00°'""E"t sWL MAUR 1W 2215 North 30th Street, Suite 300, Tacoma, WA 98403 TMs DD wff DOES Not Da1DOAiE is N MWM FM ug 0"IR" N 253.383.2422 TEL abs ff. Im DOaNr DIXY Fat TME MrEcr WM N X M &= 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 WISNDrmeE=MWAR r+E MM /0mm 10 ,w►T aN m w Om mw- 206.267.2425 TEL DATE: NELSEN MIDDLE SCHOOL SITE IMPROVEMENTS APRIL 2013_ •• CITY OF�THaDewv- RENTON SCHOOL DISTRICT P_ � RENTON Na • Dept. GRADING STORM DRAINAGE AND UTILITY PLAN C2.1 Planning/Building/Public Works p � sHr. 7 O 12 A I I INNAAlI I -NN I I I Vj • z O SCALL AS NOTED 1 O V1 1 x O z O r � W. FlERST C WAW K* M. STEWART OW WCH AT FULL SCALE �F Nor ONE way SCAB A�NMY z m M D CHMKM. FlERST NO. REVISION BY DATE APPR D. GAVIN BID SET HOtiI WAL• NAD 1983/1991 DATU M Checked for Compliance to City Standards 19 CONNECT TO EXISTING STORMIJNE yy= IE=416.82 (4' W) 20 14 LF 4" SD 0 0.5% MIN. (SEE LANDSCAPE PLANS FOR CONTINUATION AT VAULT) o21 CONNECT TO EXISTING STORM DRAINAGE MANHOLE IE-= 416.30 (4 E) O22 LF 4" SD 0 0.5% MIN. SEE LANDSCAPE PLANS FOR CONTINUATION AT VAULT) 23 REPLACE CURBING IN-KIND REPLACE ASPHALT CONCRETE PAVEMENT, PER DETAIL / a l C4.1 n24 IRRIGATION DOUBLE CHECK VALVE ASSEMBLY/BACK FLOW PREVENTOR PER DETAIL SEE SHEET L2.3 FOR 4 IRRIGATION SERVICE AND ASSOCIATED APPURTENANCES. 25 IRRIGATION DOUBLE CHECK VALVE ASSEMBLY/BACK FLOW PREVENTOR PER DETAIL SEE SHEET L2.1 FOR 4 IRRIGATION SERVICE AND ASSOCIATED APPURTENANCES. 26 30 LF 8' SD 0 1.90% GENERAL NOTES R = 364714 1. SEE LANDSCAPE PLANS FOR UNDERDRNNS, MOW STRIPS, AND ADDITIONAL SITE FEATURES. 2. FOR PIPE TRENCHING AND BACKFILL SEE e C4.1 3. ALL STORM PIPE SHALL BE LINED CORRUGATED POLYETHYLENE PIPE OR AS ALLOWED BY THE KING COUNTY 2009 DRAINAGE MANUAL UNLESS OTHERWISE NOTED. 4. SPOT ELEVATIONS AND CONTOURING SHOWN REPRESENT FINISH GRADE ELEVATIONS. SUBGRADE ELEVATIONS WILL VARY DEPENDING UPON TYPE OF SURFACING REQUIRED. REFER TO SHEET L1.6 TOPSOIL KEY PLAN FOR TOPSOIL DEPTHS. 5. MATCH EXISTING GRADES AT INTERFACE WITH EXISTING SURFACING. VERIFY EXISTING GRADES AT INTERFACE PRIOR TO ORDERING MATERIALS AND CONSTRUCTING. 6. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUCTION ACTIVITIES. CONTACT ENGINEER IF PROPOSED GRADES ARE BELIEVED TO BE IN ERROR. 7. SEE ARCHITECTURAL PLANS FOR STAIR, RAMP, BLEACHER SEATING AND HANDRAIL DETAILS, SECTIONS AND NOTES. SEE ARCHITECURAL PLANS FOR WALL DETAILS, SECTIONS AND NOTES. 8. PROVIDE FOOTING DRAIN BEHIND SITE RETAINING WALL CONNECT TO STORM STRUCTURE. SEE ARCHITECTURAL DETAIL 14 & 15 ON SHEET A5.1. 9. SEE SHEET C2.2 FOR STANDARD DRAINAGE NOTES. 10. FINISHED GRADES ARE INDICATED. CONTRACTOR SHALL EXCAVATE AND FILL TO ACHIEVE PROPER SUBGRADES. 4rn1. im%�I'q� ��ftIST sIONALyCs Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors NOTICE TACOMA • SEATTLE ALUA1 N OF TMS 00°'""E"t sWL MAUR 1W 2215 North 30th Street, Suite 300, Tacoma, WA 98403 TMs DD wff DOES Not Da1DOAiE is N MWM FM ug 0"IR" N 253.383.2422 TEL abs ff. Im DOaNr DIXY Fat TME MrEcr WM N X M &= 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 WISNDrmeE=MWAR r+E MM /0mm 10 ,w►T aN m w Om mw- 206.267.2425 TEL DATE: NELSEN MIDDLE SCHOOL SITE IMPROVEMENTS APRIL 2013_ •• CITY OF�THaDewv- RENTON SCHOOL DISTRICT P_ � RENTON Na • Dept. GRADING STORM DRAINAGE AND UTILITY PLAN C2.1 Planning/Building/Public Works p � sHr. 7 O 12 A I I INNAAlI I -NN I I I Vj • z O z � o � a � d y 1 O V1 1 x O z O r C z m M D O z � o � a � d y 1 O V1 1 x O W O r