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HomeMy WebLinkAbout32 Old Townhouse Road Site Details SD-3002c i c .f -d ... Cr !• 0 0 i 6' DIAMETER (H-20) PRECAST CONCRETE LEACHING BASIN. SHOREY LCB -1000-H-20 OR EQUAL (TYPICAL ALL DRAINAGE RECHARGE BASINS) - 3/4' - 1 1/2' DOUBLE WASHED CRUSHED STONE (TYPICAL ALL DRAINAGE RECHARGE BASINS) ,r ... ,r n• cr C• 32'-0' 3t -QM �. ..• .r n+ Ir -Q+ 4: -U /" -U I-V i -u i -u 50.7 WAS CB -2 0 0 i 6' DIAMETER (H-20) PRECAST CONCRETE LEACHING BASIN. SHOREY LCB -1000-H-20 OR EQUAL (TYPICAL ALL DRAINAGE RECHARGE BASINS) - 3/4' - 1 1/2' DOUBLE WASHED CRUSHED STONE (TYPICAL ALL DRAINAGE RECHARGE BASINS) ,r ... ,r n• cr C• 32'-0' 3t -QM �. ..• .r n+ Ir -Q+ • BIN 1" 1" 4: -U /" -U I-V i -u i -u 50.7 CB -2 52.4 48.7 NO. DATE RENSSON By DRB -1 F.G. 48.6 I PROJECTBy FASHION FOOD CORP. STATION AVENUE YARMOUTH, MA SMRN ° W b.DA HLL NAW C15907A dwg CB -4 i 49.0 I50'-0' • BIN 1" 1" DRAINAGE RECHARGE BASI NO SCALE PRECAST CONCRETE RISERS 8' MIN. RISER SECTION (OPTIONAL) BASE SECTION 24' SQUARE CAST IRON FRAME do GRATE 64 OPENINGS ® 2-1/4' SQUARE a:• - TOP SLAB •A• BUTYL JOINT SEALANT TOTAL WIDTH OF WALL AND PIPE OPENINGS (TYP) SEE NOTE 2 GENERAL NOTES: 1 SEE TABLE 1 FOR STEEL REINFORCEFMEENMT REQUIREMENT T ASTM A185 AND/OR A615 GRADE 60. 2. STEEL REINFORCEMENT FOR BASE SECTION BOTTOM SHALL BE A MIN. OF 0.12 SO.IN/LINEAL FT. (BOTH WAYS) 3. CATCH BASIN SPECS. CONFORM TO THE LATEST ASTM C478 SPEC. FOR 'PRECAST REINFORCED CONCRETE MANHOLE SECTIONS'. 4. MORTAR SHALL CONFORM TO SECTION M4.02.15 OF THE MASSACHUSETTS D.P.W. STANDARD SPECS. FOR HIGHWAYS AND BRIDGES. 5. STEPS SHALL BE M.A. INDUSTRIES TYPE, STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC. 6. ONE POUR MONOLITHIC BASE SECTION. 7. ANY NECESSARY ADJUSTMENTS DURING CONSTRUCTION YNLL BE DONE BY SAW -CUTTING AND/OR CORING ONLY. NO JACKHAMMERS, HAMMERS, CHISELS OR PNEUMATIC TOOLS YNLL BE ALLOWED. 8. RED CLAY BRICK SHALL CONFORM WITH SECTION M4.05.2 CLAY BRICK OF MASSACHUSETTS D.P.W. STANDARD SPECS. FOR HIGHWAY AND BRIDGES. PRECAST CONCRETE CATCH BASIN (NOT TO SCALE) 4 MIL POLY OVER A 4' LAYER OF 1/8' TO 1/2' STONE 26' HEAVY DUTY CAST IRON FRAME k COVER TO FINISH GRADE PRECAST CONC. RISERS FINISH GRADE W/ SEALED JOINTS �I I 3' OR 4' 6'-0' 3' OR 4' (SEE PLAN) OPICAQ (SIE PUN) 12' OR 14' (SEE PLAN) N OF RE (NO SCALE) W011i AND SLOPE VARIES (SEE SITE PLANS) BITUMINOUS SURFACE COURSE CLASS 1, TYPE 1-1 2' BITUMINOUS BINDER COURSE F - CLASS 1, TYPE 1-1 MW 60OX FILTER FABRIC 3/4' TO 1 1/2' DOUBLED WASHED SIO' moo, 12' PROCESSED GRAVEL BASE COURSE ' o o �.' o (COMPACTED) a COMPACTED SUBGRADE STANDARD BITUMINOUS CONCR (NOT TO SCALE) SLOPE CONCRETE CAP - W/ CONCRETE NEW 6' I.D. STEEL PIPE CONCRETE FOOTING io CONCRETE FILLED BOLLARD (NOT TO SCALE) VERTICAL. CRAMTE Curet WT" mo orwAl xC MALI• I xI: JIM VERTICAL GRANITE CURB NOT TO SCALE PRECAST CONCRETE CURB W/6' REVEAL BITUMINOUS CONCRETE SURFACE COURSE BITUMINOUS CONCRETE SIDEWALK OR LOAM AND BINDER COURSE - - " CCNCRETE FILL TO UN`T OF EXCAVATION (2) NO. 3 BARS PRECAST CONCRETE CURB NOT TO SCALE © CEC 2003 STRUCTURE 4: -U /" -U I-V i -u i -u 50.7 CB -2 52.4 48.7 NO. DATE RENSSON By DRB -1 F.G. 48.6 str 8/28/03 PROJECTBy FASHION FOOD CORP. STATION AVENUE YARMOUTH, MA SMRN ° W b.DA HLL NAW C15907A dwg CB -4 i 49.0 I50'-0' DRAINAGE RECHARGE BASI NO SCALE PRECAST CONCRETE RISERS 8' MIN. RISER SECTION (OPTIONAL) BASE SECTION 24' SQUARE CAST IRON FRAME do GRATE 64 OPENINGS ® 2-1/4' SQUARE a:• - TOP SLAB •A• BUTYL JOINT SEALANT TOTAL WIDTH OF WALL AND PIPE OPENINGS (TYP) SEE NOTE 2 GENERAL NOTES: 1 SEE TABLE 1 FOR STEEL REINFORCEFMEENMT REQUIREMENT T ASTM A185 AND/OR A615 GRADE 60. 2. STEEL REINFORCEMENT FOR BASE SECTION BOTTOM SHALL BE A MIN. OF 0.12 SO.IN/LINEAL FT. (BOTH WAYS) 3. CATCH BASIN SPECS. CONFORM TO THE LATEST ASTM C478 SPEC. FOR 'PRECAST REINFORCED CONCRETE MANHOLE SECTIONS'. 4. MORTAR SHALL CONFORM TO SECTION M4.02.15 OF THE MASSACHUSETTS D.P.W. STANDARD SPECS. FOR HIGHWAYS AND BRIDGES. 5. STEPS SHALL BE M.A. INDUSTRIES TYPE, STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC. 6. ONE POUR MONOLITHIC BASE SECTION. 7. ANY NECESSARY ADJUSTMENTS DURING CONSTRUCTION YNLL BE DONE BY SAW -CUTTING AND/OR CORING ONLY. NO JACKHAMMERS, HAMMERS, CHISELS OR PNEUMATIC TOOLS YNLL BE ALLOWED. 8. RED CLAY BRICK SHALL CONFORM WITH SECTION M4.05.2 CLAY BRICK OF MASSACHUSETTS D.P.W. STANDARD SPECS. FOR HIGHWAY AND BRIDGES. PRECAST CONCRETE CATCH BASIN (NOT TO SCALE) 4 MIL POLY OVER A 4' LAYER OF 1/8' TO 1/2' STONE 26' HEAVY DUTY CAST IRON FRAME k COVER TO FINISH GRADE PRECAST CONC. RISERS FINISH GRADE W/ SEALED JOINTS �I I 3' OR 4' 6'-0' 3' OR 4' (SEE PLAN) OPICAQ (SIE PUN) 12' OR 14' (SEE PLAN) N OF RE (NO SCALE) W011i AND SLOPE VARIES (SEE SITE PLANS) BITUMINOUS SURFACE COURSE CLASS 1, TYPE 1-1 2' BITUMINOUS BINDER COURSE F - CLASS 1, TYPE 1-1 MW 60OX FILTER FABRIC 3/4' TO 1 1/2' DOUBLED WASHED SIO' moo, 12' PROCESSED GRAVEL BASE COURSE ' o o �.' o (COMPACTED) a COMPACTED SUBGRADE STANDARD BITUMINOUS CONCR (NOT TO SCALE) SLOPE CONCRETE CAP - W/ CONCRETE NEW 6' I.D. STEEL PIPE CONCRETE FOOTING io CONCRETE FILLED BOLLARD (NOT TO SCALE) VERTICAL. CRAMTE Curet WT" mo orwAl xC MALI• I xI: JIM VERTICAL GRANITE CURB NOT TO SCALE PRECAST CONCRETE CURB W/6' REVEAL BITUMINOUS CONCRETE SURFACE COURSE BITUMINOUS CONCRETE SIDEWALK OR LOAM AND BINDER COURSE - - " CCNCRETE FILL TO UN`T OF EXCAVATION (2) NO. 3 BARS PRECAST CONCRETE CURB NOT TO SCALE © CEC 2003 STRUCTURE RIM INV. IN INV. OUT CB -1 54.2 50.7 CB -2 52.4 48.7 NO. DATE RENSSON By DRB -1 F.G. 48.6 str 8/28/03 PROJECTBy FASHION FOOD CORP. STATION AVENUE YARMOUTH, MA SMRN ° W b.DA HLL NAW C15907A dwg CB -4 52.5 49.0 CB -5 52.2 48.7 CB -6 52.4 48.9 DRB -2 F.G. 48,7 CB -7 51.9 48.4 CB -8 52.2 48.7 DRB -3 F.G. 48.3 CB -9 52.4 49.0 48.9 CB -10 53.2 49.7 DRB -8 F.G. 48.7 CB -11 52.4 48,9 DRB -4 F.G. 48,7 CB -12 49.3 45.8 CB -13 49.3 45.8 CB -14 51.8 48.3 DR9-5 F.G. 45.6 CB -15 52.5 49,0 DRB -6 F.G. 52.3 CB -16 53.3 49.8 DRB -7 F.G. 49.4 I/J C15907.00 NO. DATE RENSSON By SHEET TITS SITE DETAILS (FOR PROPOSED BUILDING AND PIAZA IMPROVEMENTS) PROD CT NO. C15907.00 SCALE AS NOTED str 8/28/03 PROJECTBy FASHION FOOD CORP. STATION AVENUE YARMOUTH, MA SMRN ° W b.DA HLL NAW C15907A dwg COASTAL ENGINEERING COMPANY, INC. PROFESSIONAL ENGINEERS & LAND SURVEYORS 260 CRANBERRY HIGHWAY ORLEANS, MASS. 02653 (508) 255-6511 SD -3 !OF LSHEM C15907.00