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Home My WebLink About290 Summer Street Civil Site Plan 226" MANUF. LeBARON, BROCKTON, MA MODEL• LK 110 LABEL SEWER OR DRAIN AS APPROPRIATE WEIGHT: 475 LBS TYPICAL ACCESS COVER SCALE: 3/4" = 1'-0" BUILDING DOWNSPOUTS 6" LOAM & SEED ALL DISTURBED ISl AREAS (TYP,) ICLEANOUT TO GRADE 1I 1 6"OSCH40 ROOF DRAW TO DRAINAGE 2% MIN. COLLECTOR PIPE 12" SDR35 PVC AT 0.57 MIN. ROOF DRAINS GENERAL NOTES: NOT TO SCALE 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM TOWN G.I,S. DATA 4. ALL ROOF RUNOFF TO BE PIPED TO DRAINAGE SYSTEM. COORDINATE DOWNSPOUT LOCATIONS WITH ARCHITECT. ROOF DRAINS 6"0SCH40 PVC AT 1% MIN. PITCH TO DRYWELLS/DRAINAGE 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND 15 NOT TO BE USED FOR PROPERTY LINE STAKING. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. PROVIDE VEGETATED SWALES IN PERIMETER AS REQUIRED TO ENSURE RUNOFF IS RETAINED. 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED.: = ti -".S C. A -L C='cS >iC7:. S. ALL SEPTIC PIPING 4"0SCH40 PVC AT 1% MIN. UNLESS NOTED. 10. SEPTIC COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED, 11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. ' 12. 51TE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, OR NEIGHBORING PREMISES. 13. TOPOGRAPHY AND DETAIL LOCATION FROM FIELD SURVEY BY DOWN CAPE ENGINEERING. ABUTTING BUILDINGS FROM G.I.S. DATA- APPROXIMATE 14. ALL FILL AREAS ARE TO BE CLEARED AND GRUBBED, VIGH TOP AND SUBSOIL REMOVED PRIOR TO FILL PLACEMENT. ALL FILL TO BE CLEAN STRUCTURAL FILL COMPACTED IN 6" LIFTS T0. 95% MODIFIED PROCTOR. MAX. DENSITY. AREA -6 UNDER BUILDINGS TO BE - MONITORED AND INSPECTED BY FOUNDATION ENGINEER. 48 HR. NOTICE REQUIRED. 15. FIRE SPRINKLER SYSTEM TO BE INSTALLED IN BUILDING: FIRE CONNECTION AND ENGINEERED PLANS (BY OTHERS) REQUIRED TO CODE. COORDINATE LINE W/WATER CO. 16. ALL PROPOSED PAVEMENT TO BE FINISHED WITH CAPE COD BERM 12" X 3" BERM TO BE CREATED INTEGRAL WITH BASE AND TOP COATS OF ASPHALT WHERE NOTED. 17. GRADE ALL LAWN AREAS TO PROVIDE POSITIVE PITCH AWAY FROM BUILDINGS TO DRAINS/SWALES. 18. SEE LANDSCAPE PLAN FOR PROPOSED PLANTINGS. r SEE LANDSCAPE PLANS FOR DETAILED PLANTING SCHEDULE 5" TIMBER GUARD RAIL SCREENING/PLANTINGS PER LANDSCAPE PLAN 0 SUtttNINU/toLANIINUb F'tK LANUSIUAHt PLAN _ • PITCH TO DRAIN BACK A 20" MIN. N i 12"0H-20 HDPE D* NOTE: PLACE FILTER FABRIC BETWEEN MDC BIORETENTION BASIN DETAIL AF4/aVE AND GRATES UNTIL PARKING l 6' CHAIN LINK FENCE AROUND 0000°o0a0q°°o°°o° ' H-20 IS PAVED AND FOR RETENTION BASIN PLAN VIEW /RETENTION BASIN. 1000 GAL. - NOT TO SCALE - PROPOSED ,ws BLACK VINYL COATED LINKS. ACCESS COVER TO GRADE STABILIZED. SEE DETAIL. 1000 GALLON PRECAST H-20' CATCH BASIN 00°00°o0'o°a o00o°a0 n " LOAM & SEED DISTURBED AREAS (TYP.) '0X6'-8" SHOREY SOLID 0000000000c0o0o00 0 0 0 °oco°°0o°0° . ADJUSTINC BLOCKS/RISER AS RED. BASIN BASIN H-20 OR EQUAL..0 '°o°o0a°000°°0°0°0 (TYP,) MORTAR ALL COMPONENTS (TYP.) °O °000000000w°000 7211 WORKING LIO. LEVEL RANGE rWF 0000o0oo°Oco°o 0 0 0 00° co0o0ooo °.o"o.,°„°„c o oa 000 oa0000000 000000 v00000vo, PROPOSED GRASS LINED BIORETENTION BASIN SE TIONAP L LAT - ^a °00 3 EXCAVATE TO UNE & GRADE SHOWN ON PLAN BOTTOM STONE ELEV. 71.2 vi 48" 4" LOAM & SEED LINING 71 0± 6' _ 1 °° Oo ON BOTTOM AND SIDE SLOPES. +I 6" NATURAL STONE TRAPROCK APRONS ° °o ° LeBARON OR EQ. `O BELOW SWALE ENTRANCE .RESERVE 9000 GAL 3000 GAL. 3 °Oa 4"MANIFOLD INVERT EL. t IN CENTER, - L u. NOTE: DISTURBED SOILS IN LEACHING AREA 68'0 RAISE TO AT ENDS (0.5% PITCH DRAINS TO PUMP CHAMBER) AND REPLACE WITH CLEAN MEDIUM SAND FROM DRAINBACK OWNERS ENGINEER TO INSPECT & CERTIFY I PROP H-20 F&G 2' ABOVE BOTT. INV ° \/ 23.5" FRAME 73' AT 1.57 - °°° BOLT SECURELY IN PLACE 2'01.0. PRECAST °0° CONCRETE RISER'. PUMP CHAMBER 1.0' WORKING RANGE ° °O H-20 MORTAR ALL REMOVE ANY LOAMY MATERIAL o° COMPONENTS FROM BENEATH RETENTION BASIN BELOW RIM GRADE °o° SUMP 1>41 DUPLEX COULD PUMPS- 3.0 HB ON STAINLESS RAIL MOUNT SYS EM 9000 GAL. H-20 TANK CLEARWELL PUMP CHAMBER AND REPLACE WITH CLEAN SAND. COVER WITH - `i �) °0 4" LOAM AND HYDROSEED BASIN AREA °O . °O°O° °° / SEE LANDSCAPE PLANS FOR DETAILED PLANTING SCHEDULE 5" TIMBER GUARD RAIL SCREENING/PLANTINGS PER LANDSCAPE PLAN 0 4'0 MANHOLE 12" SDR35 DRAIN UNE 0.5% min. SECTION VIEW NGE MANHOLE DET NOT TO SCALE CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: AASHTO HS -20 - 4" MIN. PEASTONE AND MIRAFI 140NS FABRIC OVER STONE F&C'S TO GRADE -1,(NOT SHOWN) PLANT SIDES WITH GRASS STONE MULCH BETWEEN SHRUBS ' MIX OR STONE MULCH PER LANDSCAPE SPECS. Oao ° MAX. SLOPE 3:1 ` TRANSITIONAL 4:1 TYP, HERBACEOUS 4 VEGETATION \ \ SEE LANDSCAPE PLAN SOIL/FILTER MIX 50% SAND �12" COARSE SAND OVER PARENT MATERIAL 20% COMPOSTED 30% TOPSOIL 12" DEEP LEAVES RAIN GARDEN DETAIL - NOT TO SCALE - CLEANOUT DETAIL: Le BARON CAST IRON LAO910 SEE PAVEMENT SECTION H-20 RATED FEMALE ADAPTOR & THREADED VALVE BOX SLEEVE TO ALLOW MOVEMENI GRACE AT EA.A. END. 4"OSCH40 PERFORATIONS DOWN POURED CONCRETE DONUT VENT AS SHOWN 1.5 CU,FT.± S JUST INT EAO\ EASTONE TEE FABRIC OVER VENT n \� 2"OSCH40 PVC O°pqe 0r 6A ` 2"OSCH40 LATERAL op4l 90' ELECTICAL CONDUIT SWEEP 0 08 da _ 3"SCH40 PVC DRAIN BACK LINE TO PUMP CHAMBER , RISER 3" CAST IRON CHECK VALVES 3"PVC BALL VALVES (2) 3"PVC TO PUMP VANIEb �4"X2" TEE 1/4 ORIFICE IN LATERAL PIT T_60" O.C. WITH SHIELDS (TYP.) BOTTOM STONE ALL JOINTS SEE PLAN FOR LOCATIONS 4 -SHRINK GROUT 4"SCH 40 PVC MANIFOLD ' MANHOLE COVER SEE DETAIL SIDE ELEVATION VIEW MORTAR ALL COMPONENTS (TYP,) TYP EEPHOLE / 24" I.D. PRECAST CONC. RISER AS REQ. /4'0 PRECAST DONUT 1" OVER FIELD ✓ 4" THICK 4000 PSI CONC. W/WWF °. 18"0 OBSERVATION HOLE. IN CTR. LATERALS 'RESSURE FLOW TO LEACHING LEACHIN4FIELD ° I ` FIELD SAS 0 down • PITCH TO DRAIN BACK .° 75.5± 72.0 TOP STONE >- .;;....,. °° • r_ 20" MIN. N i 12"0H-20 HDPE - YARMOU7HPOR7, MASS. NOTE: PLACE FILTER FABRIC BETWEEN MDC 0°°0°000000U o�Oo° 6'-8" X 6'0 AF4/aVE AND GRATES UNTIL PARKING l Tom-" r d 0000°o0a0q°°o°°o° ' H-20 IS PAVED AND FOR RETENTION BASIN PLAN VIEW O 1000 GAL. INLETS, UNITL GROUND COVER HAS PROPOSED ° ° ° ° U°a°o° °00000o0o0co°o°°° LEACHPIT ACCESS COVER TO GRADE STABILIZED. SEE DETAIL. 1000 GALLON PRECAST H-20' CATCH BASIN 00°00°o0'o°a o00o°a0 SHOREY OR EQUAL a '0X6'-8" SHOREY SOLID 0000000000c0o0o00 0 0 0 °oco°°0o°0° . ADJUSTINC BLOCKS/RISER AS RED. BASIN BASIN H-20 OR EQUAL..0 '°o°o0a°000°°0°0°0 (TYP,) MORTAR ALL COMPONENTS (TYP.) °000000000w°000 7211 WORKING LIO. LEVEL RANGE rWF 0000o0oo°Oco°o 0 0 0 00° co0o0ooo °.o"o.,°„°„c o oa 000 oa0000000 000000 v00000vo, - SE TIONAP L LAT - ^a 6.00' 3 3"SCH40 C P 12" PERF. HOPE PITCH TO DRAIN BACK AT 0.5% PUN- OU7 WELL SEE ORIFICE SHEILD DETAIL BOTTOM STONE ELEV. 71.2 vi 48" 4'0 MANHOLE 12" SDR35 DRAIN UNE 0.5% min. SECTION VIEW NGE MANHOLE DET NOT TO SCALE CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: AASHTO HS -20 - 4" MIN. PEASTONE AND MIRAFI 140NS FABRIC OVER STONE F&C'S TO GRADE -1,(NOT SHOWN) PLANT SIDES WITH GRASS STONE MULCH BETWEEN SHRUBS ' MIX OR STONE MULCH PER LANDSCAPE SPECS. Oao ° MAX. SLOPE 3:1 ` TRANSITIONAL 4:1 TYP, HERBACEOUS 4 VEGETATION \ \ SEE LANDSCAPE PLAN SOIL/FILTER MIX 50% SAND �12" COARSE SAND OVER PARENT MATERIAL 20% COMPOSTED 30% TOPSOIL 12" DEEP LEAVES RAIN GARDEN DETAIL - NOT TO SCALE - CLEANOUT DETAIL: Le BARON CAST IRON LAO910 SEE PAVEMENT SECTION H-20 RATED FEMALE ADAPTOR & THREADED VALVE BOX SLEEVE TO ALLOW MOVEMENI GRACE AT EA.A. END. 4"OSCH40 PERFORATIONS DOWN POURED CONCRETE DONUT VENT AS SHOWN 1.5 CU,FT.± S JUST INT EAO\ EASTONE TEE FABRIC OVER VENT n \� 2"OSCH40 PVC O°pqe 0r 6A ` 2"OSCH40 LATERAL op4l 90' ELECTICAL CONDUIT SWEEP 0 08 da _ 3"SCH40 PVC DRAIN BACK LINE TO PUMP CHAMBER , RISER 3" CAST IRON CHECK VALVES 3"PVC BALL VALVES (2) 3"PVC TO PUMP VANIEb �4"X2" TEE 1/4 ORIFICE IN LATERAL PIT T_60" O.C. WITH SHIELDS (TYP.) BOTTOM STONE ALL JOINTS SEE PLAN FOR LOCATIONS 4 -SHRINK GROUT 4"SCH 40 PVC MANIFOLD ' MANHOLE COVER SEE DETAIL SIDE ELEVATION VIEW MORTAR ALL COMPONENTS (TYP,) TYP EEPHOLE / 24" I.D. PRECAST CONC. RISER AS REQ. /4'0 PRECAST DONUT 1" OVER FIELD ✓ 4" THICK 4000 PSI CONC. W/WWF °. 18"0 OBSERVATION HOLE. IN CTR. LATERALS 'RESSURE FLOW TO LEACHING LEACHIN4FIELD ° I ` FIELD SAS _ 76.Ot b LOAM & 5LLU OR OTHER SIABIULAHUN- SEE LAN05CAPE PLANS - EL. 73.8 MIN SEE DETAIL (TYPO 75.5± 75.5± 4"SCH40 PVC VENT LINE PITHES BACK TO AMPHIDROME UNIT AT 17° down • PITCH TO DRAIN BACK .° 75.5± 72.0 TOP STONE >- .;;....,. °° • r_ 20" MIN. LAND SURVEYORS 12" PERF. HDPE - YARMOU7HPOR7, MASS. PUMP OUT WELL TO SAND AT BOTTOM OF LEACH FIELD 4"SCH40 PVC PLAN VIEW INSPECTION PORT DETAIL MANIFOLD ACCESS COVER SEE DETAIL. EL. 49.5± INV. 72.0 DATE a ADJUSTING BLOCKS/RISER AS REQ. MORTAR ALL COMPONENTS (TYP,) 7211 WORKING LIO. LEVEL RANGE rWF 3" SCH-40 � 11 - - 3 Z 5' O.C. LEACHING FIELD 1/4" ORIFICE AT 5' O.C. WITH ORIFICE SHIELD 5" 3" CAST IRON Sampling I 6" LOAM &SEED ALL DISTURBED AREAS NOT PAVED., 12"X3" CAPE C00 BERM INTEGRAL WITH TOP COURSE Pressure Ta PITCH POUR 1 CU. FT. MIN. CHECK VALVE (Yp) P I POU PSI CONC / WHERE INDICATED - t A05 \ J NOTE: CONCRETE CURBING REQ. ENTRANCE AREA o BALL VALVE 3"PVC TO PUMP / /THRUST BLOCK \\k6 AROUND CONNECTION H-2( 4'0 MANHOLE O.5% PISCFL rz PLAN VIEW "' t t';d DCLOCK POSITION)"^= 3- PRESSURE FLOW I _ EXTEND GRAVE_ E" M.N./ TO LEACHING PAST EDGE PAVE '31/8- WEEP OLE PITCH TO DRAIN BACK COMPACT BACKFILL o REMOVE TOP & SUBSOIL - LATERALS 6' CENTER TO CENTER SEE PAVEMENT SECTION o SEPTIC PIPING DETAILS COMPACT SUBGRADE NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL 58" '9 MIRAFI 140N FABRIC OVER STONE TO A DEPTH OF 36" BELOW FINISHED GRADE. .REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL 3"SCH40 PVC DRAIN BACK LINE TO PUMP CHAMBER 2"PEASTONE WITH FABRIC OVER (LESS THAN 10% PASSING #200 SIEVE) NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. - - SECTION VIEW • ° • °„ ° • • • •° _ • ° ° • ° • ° ° • � _ • ° ° • .. ° ° � °° , , • 2' PROCTOR DENSITY WITH VIBRATORY ROLLS - °o°o°o° ° o°o°o°o°°°o°o°o°°°o°o°o° °o°o°a°o°o °° ° o°o° 2" N CUMPACTER. -- o a0o 0 0 0°°0°°000000°o°Oo°a°Oo°°°°°o°°o°°°o°°°°o °o°°io°°o°0 12" 0°000000 M 00Og0o000 o0gOg0o0°0°0°0°0°0°0°V o0Q o0Oo000000c000°O0o0 °D°°°°° o°°°o°°°°°o°°°o°o°°°o°°°o°°°o°°°°°o°o°i°°o°°°oo°o°o°o a000 , PAVEMENT CROSS SECTION VALVE PIT DETAIL °°°°° ° °°°°°°°°o°°°o°°°°° a°°°°°°°0°°°°° °0°°°a Q 000°00 00°000°0 0°0°000°0°0a000°0°0°000°0°0°0°'°00°0000°000000 000 ° •-L NOT TO SCALE NOT TO SCALE 2""0SCH40 PVC 10" TOTAL OF .75" - 1.5" STONE° ° ORIFICE SHIELD OS200 CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS DOUBLE WASHED ONLY STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 WITH 1/4" ORIFICES ORENCO SYSTEMS INC DESIGN LOADING: AASHTO HS -20 DRILLED AT 5' O.C. ENGINEER TO INSPECT PH. 1-800-346-9843 AT 12 O'CLOCK POSITION OR ECUAL SEE DETAIL LEACHING FIELD SECTION NOT TO SCALE EL. 75.5 MAX. VENT W/ STAINLESS BUGSCREEN INRDFrT1nAl °nDT --� FIRST FLOOR 76.51 _ 76.Ot b LOAM & 5LLU OR OTHER SIABIULAHUN- SEE LAN05CAPE PLANS - EL. 73.8 MIN SEE DETAIL (TYPO 75.5± 75.5± 4"SCH40 PVC VENT LINE PITHES BACK TO AMPHIDROME UNIT AT 17° down • cope .° 75.5± 72.0 TOP STONE >- .;;....,. °° • r_ 20" MIN. LAND SURVEYORS 72.5 - YARMOU7HPOR7, MASS. TU "FLOW ACKWASH 4SCH40 AT 27 MIN. - INV. 72.0 DATE -.11C I - -- INE INV. 71.5 t8)4 Q05CH40 PVC LATERALS IWITH �. INV. - 7211 WORKING LIO. LEVEL RANGE rWF 3" SCH-40 ,' - 3"SCH40 C P 12" PERF. HOPE PITCH TO DRAIN BACK AT 0.5% PUN- OU7 WELL SEE ORIFICE SHEILD DETAIL BOTTOM STONE ELEV. 71.2 71 0± 6' _ .RESERVE 9000 GAL 3000 GAL. 4"MANIFOLD INVERT EL. t IN CENTER, - L u. NOTE: DISTURBED SOILS IN LEACHING AREA 68'0 RAISE TO AT ENDS (0.5% PITCH DRAINS TO PUMP CHAMBER) AND REPLACE WITH CLEAN MEDIUM SAND FROM DRAINBACK OWNERS ENGINEER TO INSPECT & CERTIFY EXCAVATE TO CLEAN VIRGIN APPROVED SOURCE. ALL SYSEM COMPONENTS. INV UTILITIES & STORAGESEPTIC ansEMENrs N FULL1::�3 73' AT 1.57 - PUMP CHAMBER 1.0' WORKING RANGE 4'0 VALVE PIT MANHOLE 67.5 9000 GAL.H-20 SEPTIC TANK - ACME PRECAST 0p EQUAL SUMP 1>41 DUPLEX COULD PUMPS- 3.0 HB ON STAINLESS RAIL MOUNT SYS EM 9000 GAL. H-20 TANK CLEARWELL PUMP CHAMBER `i �) s" L PROFILE 7. NOTE: GROUNDVIATER 40'+ BELOW SURFACE BOTT. TH . 4'0 AMPHIDROME REACTOR (VERIFY EXACT DIMENSIONS OF ALL STRUCTURES PRIOR TO SETTING- INVERT ELEVATIONS TO BE HELD) PER TEST WELL RESULTS - SCHEMATIC SITE&SEPTIC DESIGN 05-077 INTERNATIONAL FUND FOR ANIMAL WELFARE YARMOUTH, MASSACHUSETTS designLAB ARCHITECTS DOWN CAPE ENGINEERING, INC. STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS MATERIAL CIVIL SITE PLAN OF LAND AT 264 WILLOW STREET IN YARMOUTHPORT, MA PREPARED FOR: LF.A.1iV. DATE: MARCH 1, 2006 REVISED: APRIL 13, 2006 (CCC, TOWN COMMENTS) REVISED: MAY 16, 2006, (DD SET) Scale: 1"= 40' 0 20 40 60 8D 100 FEET off 508-362-4541 fax 508 362-9880 down cope engineering, in c. CIVIL ENG/NEE-RS . LAND SUR ITE MORS 939 Main Street - YARMOUTf-1PORT, MASS. C,:v l 05-077 SITEPLAN.DWG L IFAW Headquarters Yarmouthport, MA designLAB architects 374 Congress St. Suite 507 Boston, SIA 02216 t 617 350 3005, f 617 350 6006 .RSI/ NH 508-362-1511 k. 50e 362-8880 down cope engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 Ma/n Street - YARMOU7HPOR7, MASS. Key Plan Legend �•' 3�T1'lt6c �•�. � -2 ARNE H �' z OJALA CIVIL N 30792 s� .a DESIGN O NT- NOT ISSUED CONSTRUCTION MARK DATE DESCRIPTION PROJECT NO: 05.002 DRAWN BY: DAO CHECKED BY: AHO DATE: MAY 49, 2006 SCALE: AS NOTED Drawing Title: CIVIL DETAIL SHEET 100% Design Development Set C1,1