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HomeMy WebLinkAbout251215 25270 ST stampedS S S S S S S S S S S S S S SSGGGGGGGGGGGGGGSSDDDDDDDDDDDD DUG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE U G E W W W W W WW W W W W W W W W W TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE GGUGE UGE UGE UGE UGE UGE UGE UGE UGE DDWF 1 WF 2 WF 3 WF 4 WF 5 WF 6 WF 7 EHH S BENCHMARK: SMH EL: 42.10 D GV S S T SSSSS E DS S T GV GV D BENCHMARK: DMH EL: 42.34 S S S SSSS SSSTORMWATER DETENTION POND (ISOLATED VEGETATED WETLAND) 25' WETLAND BUFFER 50' WETLAND BUFFER 100' WETLAND BUFFER CAPE COD MALL ISOLATED VEGETATED WETLAND 6" DI INV OUT:38.25 INTERIOR CLEANOUT & COORDINATE PIPE OUTLET WITH MECHANICAL PLANS REMOVE AND REPAIR CONCRETE SIDEWALK AND MONOLITHIC CURB TO SUIT TANK INSTALLATION REMOVE AND REPLACE DRIVABLE GRASS FIRE ACCESS WAY TO SUIT PROPOSED 3,000 GALLON GREASE TRAP CONTRACTOR TO CONFIRM EX ELEVATIONS AT THE START OF THE WORK FLOW TEMPORARY EROSION CONTROL BARRIER DURING TRENCH WORK CORE INTO EXISTING MANHOLE EXISTING SMH RIM:41.40 INV:35.17± NEW 6" PVC INV:35.20 DROP CLEANOUT 50.0' INLET PROTECTION AT CATCH BASIN(S) 3435 32 40 42 43 41 35 40 4241 VENT 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 EXISTING SMH RIM:41.40 6" INV OUT:38.25 6" INV IN:37.50 6" PVC INV OUT:37.25 6" PVC INV IN:35.27 EXISTING 8" SEWER INV:35.17 ± GREASE TRAP PVC SLOPE = 2.1% DUCTILE IRON SLOPE = 9.6% DROP CLEANOUT EXISTING GRA D E MANHOLE COVERS TO GRADE PVC SLOPE = 2.4% STRONG TREE ENGINEERING Revisions CHECKREV.DATE BY DESCRIPTION Sheet Number: Project Number:Sheet : SHEET TITLE: PREPARED FOR: Date: SITE PLAN AND DETAILS HYANNIS ENTERTAINMENT LLC 793 IYANNOUGH ROAD BARNSTABLE, MA 1 125270of 1C - 12-15-2025 Certification: File Name: G:\.shortcut-targets-by-id\17NuK4unXBlwJCnjPp50lKuUSN5J9e81I\Projects\2025\25270 Cape Cod Mall Cinema Barnstable MA Grease Trap\Drawings\25270 ST.dwg Saved 12/1/2025 12:58 PM Plotted: Dec 15, 2025 12:53:01pm Tab: SSWR Plotted By: matthew.lehman PROJECT: GREASE TRAP INSTALLATION CAPE COD CINEMA HYANNIS, MASSACHUSETTS www.strongtree.engineering Ph: (774) 559-3942 P.O. Box 62 Sagamore Beach, MA 02562 ©COPYRIGHT, STRONG TREE ENGINEERING ALL RIGHTS RESERVED TR E E ON G RT ESTD 2021 DEV E L OP M ENT NIREENIGNEGS X X BUILDING PROPERTY LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 50 49 ASPHALT PAVEMENT GRAVEL / DIRT VERTICAL CURB TREE LINE GAS LINE OVERHEAD WIRE UNDERGROUND CONDUIT WATER LINE SEWER LINE DRAIN LINE TELECOM LINE OHW E/T/C C G W S D VEGETATED WETLAND MEAN HIGH WATER 50' WETLAND BUFFER 100' WETLAND BUFFER 100' INNER RIPARIAN BUFFER 200' OUTER RIPARIAN BUFFER WOODEN FENCE CHAIN LINK FENCE WIRE FENCE EROSION CONTROL BARRIER LIMIT OF WORK SS 50.25 S E C MH D BENCHMARK BOUNDARY MONUMENT EXISTING SPOT GRADE SEWER MANHOLE ELECTRIC MANHOLE TELECOM MANHOLE MANHOLE DRAIN MANHOLE DRAIN INLET UTILITY BOX WF TEST PITTP UTILITY POLE SIGN WV WATER VALVEHYDHYDRANT INLET PROTECTION LIGHT POST GV GAS VALVE BOLLARD EHH ELECTRIC HAND HOLE WETLAND FLAG EM ELECTRIC METER SEPTIC TANK PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 50 49 LEGEND LINETYPES SYMBOLS 50.75PROPOSED SPOT GRADE 3,000 GALLON H-20 GREASE TRAP NOT TO SCALE 6" COMPACTED CRUSHED 3 4" STONE BASE INLET TEE ESHGW EL NOTES: 1.INSTALL GREASE TRAP PER 310 CMR §15.230. 2.ALL PENETRATIONS TO HAVE WATER TIGHT HYDRAULIC CEMENT SEAL. 3.ALL PIPE TO BE DUCTILE IRON DWV. 10' MIN. COVERS SET TO GRADE 8" MIN 24" TYP SEE SITE PLAN 12" MIN FOR H-20 INV OUT: SEE PLAN INV OUT: SEE PLAN INV IN: SEE PLAN MID-DEPTH OF WASTE 12" MIN OUTLET TEE 3" 12" MIN 4'-0" MIN INSTALL VENT PER 248 CMR §10.09 9' MIN.9' MIN. SEPTIC OR SEWER PIPE WATER SUPPLY PIPE 10'10' WATER SUPPLY PIPE SEPTIC OR SEWER PIPE WATER SUPPLY PIPE SEPTIC OR SEWER PIPE IF SEWER LINES MUST CROSS WATER SUPPLY LINES, BOTH PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE OR BETTER AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. IF CROSSING IS LESS THAN 18", BOTH PIPES MUST BE ENCASED IN CONCRETE 10' EITHER SIDE OF CROSSING IF CONDITIONS REQUIRE PIPES TO BE CLOSER THAN 18", ENCASE SEWER 10' EACH SIDE OF CROSSING OR USE DI FOR SEWER SEWER BELOW WITH ≤ 18" SEPARATIONSEWER BELOW WITH > 18" SEPARATION SEWER ABOVE WATER WATER / SEWER CROSSING NOT TO SCALE ≤ 18"XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSTANDARD PRECAST 4' & 5'100DIA SEWER MANHOLE 3-Dec-24DATE: DETAIL NO. ADJUST TO REQUIRED GRADE WITH A MINIMUM OF 1 COURSE AND A MAXIMUM OF 5 COURSES OF BRICK MASONRY OR REINFORCED CONCRETE RINGS PROVIDE MANHOLE FRAME AND COVER SEE DETAIL MORTAR ALL AROUND PRECAST CONCRETE MANHOLE RISER BUTYL RUBBER JOINT SEALER TYP REINFORCING STEEL PER ASTM PRECAST CONCRETE MANHOLE RISER MANHOLE STEPS PER SPECS 5" MIN FOR 4' DIA MANHOLE 6" MIN FOR 5' DIA MANHOLE PRECAST CONCRETE MANHOLE BASE 112 SLOPE BRICK MASONRY INVERT CONCRETE FILL FROST PROTECTION WRAPPING EXTERIOR SURFACE TO BE FACTORY SEALED WITH RUBBERIZED OR BITUMINOUS COATING UNDISTURBED MATERIAL STUB WITH PLUG MANHOLE SEAL SEE NOTES 6" MIN FOR 4' MANHOLE 8" MIN FOR 5' MANHOLE NOTES: 1.THE FLOW CHANNEL THROUGH MANHOLES SHALL BE MADE TO CONFORM IN SHAPE AND SLOPE TO THAT OF THE SEWER ENTERING AND LEAVING THE MANHOLES. 2.THE TOP OF THE FLOW CHANNEL IS TO BE CONSTRUCTED SO THAT UNDER PEAK DESIGN CONDITIONS THE FLOW WILL REMAIN IN THE CHANNEL 3.THE CHANNEL SHALL BE AT LEAST FULL PIPE DEPTH 4.WHEN CURVED FLOW CHANNELS ARE REQUIRED, INCREASE MINIMUM SLOPES TO MAINTAIN ACCEPTABLE VELOCITIES 5.PROVIDE A MINIMUM 0.10 FOOT DROP THROUGH THE MANHOLES 6.USE A FLAT SLAB TOP MANHOLE WHEN THE HEIGHT DIFFERENCE BETWEEN THE HIGHEST INVERT AND RIM IS LESS THAN 6'-0" AND WHEN MANHOLE DIAMETER IS GREATER THAN 48" 7.60" MANHOLES IS REQUIRED IF MANHOLES IS DEEPER THAN 14' UNLESS OTHERWISE SPECIFIED BY MANUFACTURER 4' OR 5' INTERNAL DIAMETER COMBINATION OF RISER LENGTHS AS REQUIRED 48" PROVIDE A NEOPRENE BOOT OR APPROVED EQUAL FOR MANHOLE OPENINGS 5" MIN 1 2" TO 3 4" CRUSHED STONE COMPACTED TO 95% DRY DENSITY 8" TYPICAL GRAVITY SEWER TRENCH 121 3-Dec-24 UNPAVED PAVED 5'-0" MIN COVER 12" EARTH ROCK D + 24" MIN PAVEMENT PATCH TO MATCH EXISTING 12" SAWCUT PAVEMENT WHERE REQUIRED TRACE TAPE 36" OVER PIPE CLASS 'B' BACKFILL PLACED AND COMPACTED IN LIFTS PER SPECS COMPACTED STRUCTURAL FILL (2" MAX STONE DIAMETER) 1 2" TO 3 4" CRUSHED STONE PIPE BEDDING HALF PIPE OD + 6" MIN SDR 35 PVC SEWER MAIN FINISHED GRADE D NOTES: 1.ALL EXCAVATIONS MUST MEET OSHA STANDARDS 2.INSTALL 3'-0" IMPERVIOUS MATERIAL DAM IN BEDDING/INITIAL BACKFILLMATERIAL EVERY 300' AND WHERE SHOWN ON PLANS TO PREVENT TRENCH GROUNDWATER FROM BEING CHANNELED ALONG BEDDING/INITIAL BACKFILL 3.SEE SPECIFICATIONS FOR BEDDING AND BACKFILL REQUIREMENTS GENERAL NOTES 1.ELEVATION, PROPERTY LINE AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON A SURVEY CONDUCTED BY STRONG TREE ENGINEERING AND THE FOLLOWING PLAN OF RECORD: 1.1."SITE PREPARATION PLANS, CAPE COD MALL RENOVATION" ANDERSON AND NICHOLS, 8/31/98 2.WETLAND DELINEATION PERFORMED BY STRONG TREE ENGINEERING 9/26/2025. 3.UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE STATE ENVIRONMENTAL CODE, PLUMBING CODE, AND THE RULES AND REGULATIONS OF THE SEWER DEPARTMENT/DEPARTMENT OF PUBLIC WORKS. 4.THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY TO LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE SERVICE CONNECTION REPRESENTED ON IT. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER. 5.TRENCH SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING ANY LOCAL AND/OR STATE PERMITS REQUIRED FOR THE TRENCH WORK. 6.CALL "DIGSAFE" AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES TO FIELD VERIFY LOCATIONS OF EXISTING UTILITIES. 7.THE OWNER SHALL INSPECT AND PUMP GREASE TRAP ONCE EVERY 2 YEARS. PERPETUAL MAINTENANCE IS REQUIRED. 8.PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. 9.USE SDR 35 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A COMPACTED FIRM BASE. 10.THE CONTRACTOR SHALL RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE. AREAS NOT DISTURBED BY CONSTRUCTION SHALL BE LEFT NATURAL. LAWN AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED WITH LOAM AND SEED. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO SHRUBS, TREES, OTHER LANDSCAPING AND/OR NATURAL FEATURES. WHEREAS THE PLANS DO NOT SHOW ALL LANDSCAPE FEATURES, EXISTING CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE WORK. 11.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL COORDINATE WITH THE PROPERTY OWNER AND ENGINEER ON THE CONSTRUCTION SITE ACCESS AND MATERIAL STOCK PILE AREAS. 12.INSTALL METALLIC DECTABLE WARNING TAPE 36" INCHES ABOVE THE SEWER PIPE . (in feet) GRAPHIC SCALE 020 10 20 40 1 INCH = 20 FEET PLAN VIEW SECTION A-A NOTES: 1.FILTER FABRIC AROUND PERIMETER AND BOTTOM OF STONE BASE. KEY IN MINIMUM 6". 2.ALUMINUM PAVER EDGING TO BE 3" X 3" PERMALOC ASPHALTEDGE OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S INSTRUCTIONS. COVER TOP OF EDGING WITH INFILL. 3.GRASS PAVERS SHALL BE DRIVEABLE GRASS MANUFACTURED BY SOIL RETENTION OR AN ENGINEER APPROVED EQUAL. 4.SEE LANDSCAPE PLANS AND SPECS FOR GRASS/PLANT TYPES. 5.MATERIALS SHALL PASS THE FOLLOWING SIEVE ANALYSES: SIEVE SIZE % PASSING CLEAN SHARP SAND PEA STONE RESERVOIR (ASTM 33)(AASHTO #8) 1/2"-100 3/8"100 85-100 #4 95-100 10-30 #8 80-100 0-10 #16 50-85 0-5 #30 25-60 #50 5-30 #100 0-10 #200 0-2 0-2 GRASS PAVER DETAIL NOT TO SCALE 2' 2' PROTECTED BY US AND INTERNATIONAL PATENTS AND TRADEMARKS A Soil Retention Product DRIVABLE GRASSR 1.5" FINISHED GRADE. SURFACE VARIES, SEE PLANS SEED MIX, SEE LANDSCAPE PLAN AND SPECS INFILL PER BEDDING COURSE MIX, BROOMTIGHT 0.25" BELOW TOP OF DRIVABLE GRASS MAT. 2" BEDDING COURSE WITH CLEAN SHARP SAND (ASTM 33) AND COIR FIBER, SEE SPECS 3" PEA STONE FILTER LAYER COMPACTED SUBGRADE, 95% MODIFIED PROCTOR DENSITY DRIVEABLE GRASS MATS FILTER FABRIC (NON-WOVEN MIRAFI 140N OR APPROVED EQUIVALENT) 6" CRUSHED STONE RESERVOIR MEETING AASHTO #57 SUBBASE SLOPED TO MATCH PAVER SLOPE 3.3-5% 5% MAX. ALUMINUM PAVER EDGING WITH LANDSCAPE STAKES 12" ON CENTER (SEE NOTES) 6" MIN. 12.5" A A xx SECTION 1.5 % MAX. x 1.0 % MIN. x FINISH PAVEMENT 12" 6" REVEAL 1" CHAMFER CURB TOOL JOINT 4" CEMENT CONCRETE (6" IN VEHICLE AREAS) W.W. MESH (6x6xW1.4xW1.4) FLAT SHEETS - CENTER DEPTH FINISH GRADE 8" COMPACTED GRAVEL (112" MAX STONE SIZE) COMPACTED SUBGRADE 6"VARIES SEE PLAN EXPANSION JOINT SEALANT12" CONCRETE SIDEWALK 12" PREFORMED EXPANSION JOINT BUILDING FACE, FIXED OBJECT, OR SIDEWALK 3" 12" NOTES: 1.PROVIDE EXPANSION JOINTS AT MIN. 30' O.C. WITH PREFORMED JOINT FILLER AND SEALER 2.PROVIDE TOOLED CONTROL JOINT AT 6' O.C. 3.PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB 4.CEMENT CONCRETE TO BE 4,000 PSI-TYPE II TYPICAL MONOLITHIC CURB DETAIL NOT TO SCALE EXPANSION JOINT DETAIL SEWER PROFILE SCALE 1" = 5' HORIZONTAL 1" = 10' VERTICAL LOCUS 1"=500' PROJECT LOCATION PLAN VIEWSECTION AREA TO BE PROTECTED NOTES: 1.SILT SOCK MANUFACTURER TO BE SILT SOXX OR ENGINEER APPROVED EQUAL. 2.ALL MATERIAL TO MEET MANUFACTURER'S SPECIFICATIONS. 3.SEDIMENT SILT SOCK TO BE FILLED WITH LEAF COMPOST AND/OR WOODY MULCH PER MANUFACTURER'S REQUIREMENTS. 4.FOLLOWING CONSTRUCTION AND SITE STABILIZATION, ALL SEDIMENT/GRAVEL TO BE REMOVED AND DISPOSED OF OFF SITE. SOCK NETTING TO BE REMOVED AND DKSPOSED OF OFF SITE. INTERIOR SOCK COMPOST MATERIAL TO BE REMOVED OR DISPERSED ON SITE, AS APPROVED BY THE ENGINEER. EROSION CONTROL BARRIER NOT TO SCALE 12"± WORK AREA WATER FLOW WORK AREA TWO - 2" x 2" WOOD STAKES SEDIMENT SILT SOCK (8" MIN.) STAKE MAX 10' O.C. SPACING SEDIMENT SILT SOCK AREA TO BE PROTECTED SIDE VIEW INSTALLED INLET PROTECTION NOT TO SCALE NOTES: 1.SEDIMENT CONTROL INSERTS TO BE INSTALLED OVER ALL CATCHBASINS/INLETS THAT WILL RECEIVE RUNOFF FROM THE PROJECT SITE. 2.TEMPORARY INLET PROTECTION TO BE REMOVED AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED. 3.DEPTH (D) TO BE A MINIMUM OF 16-INCHES. 4.MANUFACTURER TO BE SILT SACK OR APPROVED EQUIVALENT. 5.IF REBAR IS INSTALLED THE ENDS MUST BE PERPENDICULAR TO TRAFFIC D SEE NOTES CATCHBASIN OUTLET EXPANSION RESTRAINT REBAR (#4) OR EQUAL FOR BAG REMOVAL FROM INLET OVERFLOW SLOTS OR APPROVED EQUIV. DUMP LOOP HANDLES PROPOSED AND/OR EXISTING CATCHBASIN SEWER LATERAL DROP CLEAN OUT DETAIL SCREW ON CAP CAST IRON CURB BOX CONCRETE COLLAR WHERE IN PAVEMENT FROM GREASE TRAP TO SEWER SERVICE NOTE: ALL PIPE AND FITTINGS TO BE 6" DUCTILE IRON PIPE 6" 6" 3 4" CRUSHED STONE 6" SDR 35 PVC 6" SDR 35 PVC PVC TEE WYE 12/15/25