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Home My WebLink About88.91.1C1 - Z Donuts Drainage and Site Details•I 26' CAST IRON FRAME -p M er As 11 M LEBARON MODEL LAM186 CATCH BASIN FRAME AND a GRATE (TYPICAL ALL DRAINAGE RECHARGE BASINS) 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) & COVER TO GRADE 20' L X 14' W X 6' D 26' CAST IRON FRAM' r-^' �'-^' °,_"• `,_"• ''_"� do COVER M GRADE 32'-0' L 32' L X 14' W X 6' D WIDTH AND SLOPE VARIES (SEE SITE PLANS) B17UMINGUS SURFACE COURSE CLASS i, TYPE 1-1 2' BITUMINOUS BINDER COURSE CLASS 1, TYPE 1-1 `, a< 00 %, 125 PROCESSED GRAVEL BASE COURSE Uo 0. r-�o0o00 OpOo 0 ,0 (( PACTED 95% DRY DENSITY AASHTO TEST METHOD -(p< ;OOoO5' mm MASS SPEC. M1.03.1) I (SEE DETAILS) LEBARON MODEL LAM186 CATCH BASIN FRAME AND a GRATE (TYPICAL ALL DRAINAGE RECHARGE BASINS) 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) & COVER TO GRADE 20' L X 14' W X 6' D 26' CAST IRON FRAM' r-^' �'-^' °,_"• `,_"• ''_"� do COVER M GRADE 32'-0' L 32' L X 14' W X 6' D WIDTH AND SLOPE VARIES (SEE SITE PLANS) B17UMINGUS SURFACE COURSE CLASS i, TYPE 1-1 2' BITUMINOUS BINDER COURSE CLASS 1, TYPE 1-1 `, a< 00 %, 125 PROCESSED GRAVEL BASE COURSE Uo 0. r-�o0o00 OpOo 0 ,0 (( PACTED 95% DRY DENSITY AASHTO TEST METHOD -(p< ;OOoO5' '-"' �.20o MASS SPEC. M1.03.1) o�0ao ooh (SEE DETAILS) CB -18 99.70 96.50 COMPACTED SUBGRADE (NOT TO SCALE) PRECAST CONCRETE24' SQUARE CAST IRON FRAME & GRATE RISERS Z/"--64 OPENINGS 0 2-1/4' SQUARE - 4'-0' DISCHA ELBOW BUM JOINT SEALANT TOTAL WIDTH OF WALL AND PIPE OPENINGS (TYP) BASE SECTION ° SEE NOTE 2 GENERAL NOTES: 1. ALL REINFORCING STEEL MUST CONFORM TO THE LATEST ASTM A185 AND/OR A615 GRADE 60. SEE TABLE 1 FOR STEEL REINFORCEMENT REQUIREMENT. 2. STEEL REINFORCEMENT FOR BASE SECTION BOTTOM SHALL BE A MIN. OF 0.12 SQ. IN/LINEAL FT. (BOTH WAYS) 3. CATCH BASIN SPECS. CONFORM TO THE LATEST ASTM C478 SPEC. FOR "PRECAST REINFORCED CONCRETE MANHOLE SECTIONS'. c 4. MORTAR SHALL CONFORM TO SECTION M4.02.15 OF THE MASSACHUSETTS D.P.W. STANDARD SPECS. ;Q FOR HIGHWAYS AND BRIDGES. y 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 WILL BE DONE BY SAW -CUTTING AND/OR CORING ONLY. u NO JACKHAMMERS, HAMMERS, CHISELS OR PNEUMATIC TOOLS WILL 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. U PRECAST CONCRETE CATCH BASIN (NOT TO SCALE) STRUCTURE RIM INV. IN INV. OUT CB -1A 99.00 95.40 (SEE DETAILS) CB -18 99.70 96.50 96.00 0 CB -1C 99.00 95.10 95.80 DMH -1 F.G. 95.50 (BOTH) 95.40 I4E : •r LB -1 INLET GRATE 94.00 LB -1 TOP OF PRECAST CONCRETE LEACHING BASINS = 92.00 STRUCTURE RIM INV. IN INV. OUT CB -2A 100.10 96.90 (SEE DETAILS) CB -2B 100.20 96.50 96.40 0 CB -2C 98.50 95.10 95.00 CB -21D 98.40 95.20 I4E : •r LB -2 INLET GRATE 94.70 LB -2 TOP OF PRECAST CONCRETE LEACHING BASINS = 92.70 SCHEDULE OF DRAINAGE SYSTEM ELEVATIONS VERTICAL GRANITE CURB us ru c• Onsa, JGG ,"n1G„G\1 JGV ,INS VLMG\1 NA\MGIC °nMfILL VERTICAL GRANITE CURB NOT 11L NCRETE 3/4' CHAMFER ALL TOP EDGES BITUMINOUS PAVEMENT 3 Qt a e 6X6 6/6 XXT �E- .-iF- -dF, X MIN. WW MESH 6 23 'JS✓h fdr.-Jn.tvh.✓e•:i.♦•°.w...-.uur'riIe`.sN� u.✓�.AA..'.tw '!" COMPACTED GRANULAR BASE (12' MIN). COMPACTED SUBGRADE DUMPSTER PAD NOT TO SCALE NOTES: ALL CONCRETE M BE 4,000psi WITH MAXIMUM WATER CEMENT RATIO OF 0.45 AND AIR ENTRAINMENT. MIRAFI TMB SLOPE REINFORCEMENT MAT TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS FULL WIDTH AND DEPTH OF GRASS LINED SWALE. LEACHING BASIN INSPECTION . /-iNLET GRATE rPORT ACCESS GRASS LINED SWAGE TO BE LOAMED (3 -MIN.) AND HYDROSEEDED ACCORDING TO MIRAFI RECOMMENDATIONS 61 x 3'W z 6'THICK FLARED END MODIFIED ROCK FILL ENERGY DISSIPATER GRASS LINED SWALE SECTION (NOT TO SCALE) I:wn:1:1 6'DIA. STEEL PIPE, 6' LONG FILLED � WITH 3DOOps1 CO6.625- NCRETE CRETE PAINTED W/PRIMER AND YELLOW PAINT PAVEMENT 3 I � . BOLLARD (NOT TO SCALE) CONCRETE FOOTING AS SHOWN ON PLANS_ NOTE: SEE ARCHITECTURAL DWGS. MAXIMUM 2.0% FOR FINISH REQUIREMENTS OSS SLOPE C & SIE ASE IJ,�S A °•a 4' C>,+c wAix Cx+G 4000 PSL WRH RATIO OF 0.45 AND AIR DMAMnOxf10 W.1fF. WTD MESH, /S GIM 4.4 3/4' CHAMFER r COMPACTED Ir CRUSHED GRAVEL BASE COMPACTED SUBGRADE SECTION AT FACE OF BUILDING , USE DFANSION JOINT B PAINT TOP OF CURB YELLOW BITUMINOUS CONCRETE PAVEMENT 4 MIL POLY OVER A 4' LAYER OF 1/8' TO 1/2' STONE HDPE DRAIN PIPE (SEE PLAN FOR SIZE) 26' HEAVY DUTY CAST IRON FRAME do COVER TO FINISH GRADE PRECAST CONC. RISERS FINISH GRADE W/ SEALED JOINTS 1000 GALLON PRECAST, P/// Soo LEACHING BASIN I H-20 3' OR 4' 6'-0' 3' OR 4' (SEE PLAN) (TYPICAL) (SEE PLAN) 12' OR 14' (SEE PLAN) (NO SCALE) TO 1 1/2' D WASHED STONE PRECAST CONCRETE CURB W/6' REVEAL BITUMINOUS CONCRETE SURFACE COURSE LOAM AND SEED BITUMINOUS CONCRETE BINDER COURSE 0 COMPACTED GRANULAR BASE ° CONCRETE FILL TO LIMIT OF EXCAVATION CONCRETE FILL TO LIMIT OF EXCAVATION (2 ) N0. 3 BARS PRECAST CONCRETE CURB NOT TO SCALE SLOPE CONCRETE CAP\ W/ CONCRETE \ NEW 6' I.D. STEEL PIPE FILLED -N FACE OF BUILDING 1/2• RADIUS 1/4' TO 1/2' PREMOIDED FILLER EXPANSION JOINT B (37 SPACING) TRowELED ca+TRa Joa1r PROVIDE KEY 0 CONSTRUCTION JOINTS CONSTRUC110N CONTROL JOINT C (B' SPACING) H CONCRETE CURB NOT TO SCALE LEACHING BASIN (SEE DETAILS) GRASS LINED SWALE SECTION (NOT TO SCALE) I:wn:1:1 6'DIA. STEEL PIPE, 6' LONG FILLED � WITH 3DOOps1 CO6.625- NCRETE CRETE PAINTED W/PRIMER AND YELLOW PAINT PAVEMENT 3 I � . BOLLARD (NOT TO SCALE) CONCRETE FOOTING AS SHOWN ON PLANS_ NOTE: SEE ARCHITECTURAL DWGS. MAXIMUM 2.0% FOR FINISH REQUIREMENTS OSS SLOPE C & SIE ASE IJ,�S A °•a 4' C>,+c wAix Cx+G 4000 PSL WRH RATIO OF 0.45 AND AIR DMAMnOxf10 W.1fF. WTD MESH, /S GIM 4.4 3/4' CHAMFER r COMPACTED Ir CRUSHED GRAVEL BASE COMPACTED SUBGRADE SECTION AT FACE OF BUILDING , USE DFANSION JOINT B PAINT TOP OF CURB YELLOW BITUMINOUS CONCRETE PAVEMENT 4 MIL POLY OVER A 4' LAYER OF 1/8' TO 1/2' STONE HDPE DRAIN PIPE (SEE PLAN FOR SIZE) 26' HEAVY DUTY CAST IRON FRAME do COVER TO FINISH GRADE PRECAST CONC. RISERS FINISH GRADE W/ SEALED JOINTS 1000 GALLON PRECAST, P/// Soo LEACHING BASIN I H-20 3' OR 4' 6'-0' 3' OR 4' (SEE PLAN) (TYPICAL) (SEE PLAN) 12' OR 14' (SEE PLAN) (NO SCALE) TO 1 1/2' D WASHED STONE PRECAST CONCRETE CURB W/6' REVEAL BITUMINOUS CONCRETE SURFACE COURSE LOAM AND SEED BITUMINOUS CONCRETE BINDER COURSE 0 COMPACTED GRANULAR BASE ° CONCRETE FILL TO LIMIT OF EXCAVATION CONCRETE FILL TO LIMIT OF EXCAVATION (2 ) N0. 3 BARS PRECAST CONCRETE CURB NOT TO SCALE SLOPE CONCRETE CAP\ W/ CONCRETE \ NEW 6' I.D. STEEL PIPE FILLED -N FACE OF BUILDING 1/2• RADIUS 1/4' TO 1/2' PREMOIDED FILLER EXPANSION JOINT B (37 SPACING) TRowELED ca+TRa Joa1r PROVIDE KEY 0 CONSTRUCTION JOINTS CONSTRUC110N CONTROL JOINT C (B' SPACING) H CONCRETE CURB NOT TO SCALE CONCRETE FOOTING .Y . O ' a• CONCRETE FILLED BOLLARD (NOT TO SCALE) ISSUED FOR CONSTRUCTION 9/23/04 OASTAL NGINEERING OMPANY, INC. 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 Fax: 508.255.6700 SIR H H Q V1 a �VfV\ wj H q z w � f~ u q E~ U O 'o av vi SCALE AS NOTED DRAWING FILE C16229.dwg DATE 7/21/04 DRA WN BY SMR, MALT CHECKED BY 1>1 kA0 0 N G U D t w � 3 OF 4 SHEETS C PROJECT NO. C16229.OU U 0 .r :. I4E : •r CONCRETE FOOTING .Y . O ' a• CONCRETE FILLED BOLLARD (NOT TO SCALE) ISSUED FOR CONSTRUCTION 9/23/04 OASTAL NGINEERING OMPANY, INC. 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 Fax: 508.255.6700 SIR H H Q V1 a �VfV\ wj H q z w � f~ u q E~ U O 'o av vi SCALE AS NOTED DRAWING FILE C16229.dwg DATE 7/21/04 DRA WN BY SMR, MALT CHECKED BY 1>1 kA0 0 N G U D t w � 3 OF 4 SHEETS C PROJECT NO. C16229.OU U