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Big Y Application Set NorthamptonLIST OF DRAWINGS BIG Y EXPRESS OWNER Proposed Fuel Facility North King Street, Northampton, MA LOCATION MAP Prepared For: APPROX. SCALE: 1" = 500' PROJECT SITE 2145 Roosevelt Avenue PO Box 7840 Springfield, MA 01102-7840 ISSUED FOR SITE PLAN APPROVAL Prepared By: CONSULTANTS www.Benesch.com 120 Hebron Avenue, Second Floor Glastonbury, CT 06033 P 860-633-8341 F 860-633-1068 JANUARY 15, 2021 CS SV.01 C-0.0 C-1.0 C-1.1 C-1.2 C-2.0 C-5.0 C-5.1 C-5.2 C-6.0 C-8.0 CA-1 L-1.0 L-1.1 UT-1.0 UT-2.0 UT-3.0 UT-4.0 COVER SHEET TOPOGRAPHIC SURVEY SITE PREPARATION & EROSION CONTROL PLAN OVERALL SITE PLAN SITE PLAN TANKER MOVEMENT PLAN GRADING, DRAINAGE AND UTILITY PLAN SITE DETAILS SITE DETAILS SITE DETAILS PHOTOMETRIC PLAN EROSION AND SEDIMENTATION CONTROL DETAILS CANOPY ELEVATIONS AND KIOSK PLAN/ELEVATIONS LANDSCAPE PLAN LANDSCAPE DETAILS UST & PIPING PLAN ELECTRICAL CONDUIT PLAN UST DETAILS UST DETAILS x x x x x xxxxxxxxxxNORTH KING STREETPINE B R O O K C U R V E SURVEY BOOK:APPROVED:CHECKED:DRAWN:Prepared By:DATE0GRAPHIC SCALEHORZ.:VERT.:HORZ.:VERT.:DATE: PROJ. No.:SURVEY DATUM:DATE: PROJ. No.:SCALE:REVISIONSNo.DESCRIPTIONSURVEYOR:Alfred Benesch & Company120 Hebron Avenue 2nd FloorGlastonbury, Connecticut 06033860-633-8341TOPOGRAPHIC SURVEY PREPARED FOR BIG YNORTH KING STREETNORTHAMPTON MASSACHUSETTS70443.04 AUGUST 2018 SV 0.11" = 20'NAD1983108-02CSDACDACDACPAPER SPACE LAYOUT NAME: TWISTVIEW: VIEWNAME: LAYER MANAGER NAME: PLOT TABLE: .STB2010201/18/2021ADD INVERTSNAVD 1988x x x x x x LEGEND x x x x x xxxxxxxxxxNORTH KING STREET X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CEEXISTING JIFFY LUBE BUILDING TO BE DEMOLISHED AND DISPOSED OF OFFSITE SILT SACK (TYP.) REMOVE BITUMINOUS PAVEMENT (TYP.) CONSTRUCTION ENTRANCE REMOVE EXISTING SIGN DUMPSTER ENCLOSURE TO BE REMOVED AND DISPOSED OF OFFSITE GUY ANCHOR TO BE RELOCATED COORDINATE WITH UTILITY OWNER REMOVE CONCRETE APRON (TYP.) REMOVE CURB (TYP.) REMOVE EXISTING TREE (TYP.)EXISTING LIGHT FIXTURE TO REMAIN AND BE PROTECTED SAWCUT PAVEMENT (TYP.) REMOVE BOLLARDS (TYP.) TEMPORARY STOCKPILE TEMPORARY CONCRETE WASHOUT STK CWA HB HB X X X X X X X X X X X X PORTION OF EXISTING WATER SERVICE TO BE REMOVED LIMIT OF DISTURBANCE (TYP.) SITE PREP & EROSION CONTROL LEGEND REMOVE BITUMINOUS PAVEMENT REMOVE GRANITE CURB REMOVE CONCRETE CLEAR AND GRUB VEGETATION REMOVE ITEM X X X X X X X X X X X X X X X X X REMOVE BUILDING (BY OTHERS) SAWCUT (LIMIT OF DISTURBANCE) CE SILT FENCE STRAWBALE BARRIER CONSTRUCTION ENTRANCE SILT SACK CONSTRUCTION LIMIT LINE CLL CONCRETE WASHOUT AREA TEMPORARY MATERIAL STOCKPILE HB CWA STK LIMIT OF DISTURBANCE PROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 C-0.0 Site Preparation & Erosion Control Plan 1" = 20' 00 20'40' PLAN REFERENCE SITE INFORMATION FROM PLAN ENTITLED: " TOPOGRAPHIC SURVEY, PREPARED FOR BIG Y, INC., NORTH KING STREET, NORTHAMPTON, MA" SCALE 1" = 20', DATED AUGUST 2018, BY ALFRED BENESCH & CO., 120 HEBRON AVENUE, GLASTONBURY, CT 06033. SITE PREPARATION NOTES: 1.CONTRACTOR SHALL NOTIFY “DIGSAFE” (811) AND VERIFY UTILITY MARK-OUT WITH THE OWNER PRIOR TO THE INITIATION OF ANY SITE DISTURBANCE. 2.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND NATURE OF ALL SUBSURFACE UTILITIES AT THE PROJECT WHICH MAY BE AFFECTED BY THE WORK. COORDINATE WITH RESPECTIVE UTILITY OWNERS AND PERFORM VERIFICATION OF TYPE, LOCATION, AND INVERTS AS REQUIRED. 3.PROTECT ALL IMPROVEMENTS NOT INCLUDED WITHIN THE LIMITS OF WORK. ANY IMPROVEMENT WHICH IS DAMAGED SHALL BE REPAIRED OR REPLACED IN-KIND TO THE OWNER'S SATISFACTION. 4.DURING DEMOLITION, PROTECT ALL ADJACENT CURBING, SIDEWALKS, RAMPS, ABOVE-GRADE AND BELOW-GRADE UTILITIES, DRAINAGE STRUCTURES, LIGHT BASES, AND OTHER IMPROVEMENTS POTENTIALLY AFFECTED BY THE WORK. CLEARLY DELINEATE THE LIMITS OF WORK AND MARK, BARRICADE, OR OTHERWISE IDENTIFY THOSE IMPROVEMENTS THAT ARE TO BE PROTECTED AND/OR AVOIDED. ANY IMPROVEMENT WHICH IS DAMAGED SHALL BE REPAIRED OR REPLACED IN-KIND TO THE OWNER'S SATISFACTION. 5.CUT & CAP ALL EXISTING UTILITY CONNECTIONS AT THE ROW. CONFIRM WITH THE APPROPRIATE UTILITY. 6.THE LOCATIONS OF EXISTING SITE FEATURES AS SHOWN HAVE BEEN OBTAINED FROM MAPS, SURVEYS, FIELD INSPECTIONS, AND OTHER AVAILABLE INFORMATION. THEY MUST BE CONSIDERED APPROXIMATE BOTH TO LOCATION, SIZE, AND AS-BUILT CONDITION AND ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL FIELD CONDITIONS. 7.THE DIMENSIONS SHOWN ON THE PLANS, INCLUDING THE INTENDED DIMENSIONS OF THE WORK, MAY VARY FROM ACTUAL EXISTING CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS TO VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS AS WELL AS OTHER DIMENSIONS HE MAY DEEM APPROPRIATE TO FACILITATE THE COMPLETION OF THE WORK. NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. 8.IMPLEMENTING WORKER SAFETY AND/OR HEALTH PROTOCOLS THAT ADDRESS COMPLIANCE WITH RULES, LAWS, AND REGULATIONS PERTAINING TO CONSTRUCTION SAFETY AND/OR THE POTENTIAL AND/OR ACTUAL RISK OF EXPOSURE TO SITE-SPECIFIC PHYSICAL OR CHEMICAL HAZARDS IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 9.PRIOR TO THE TERMINATION, ABANDONMENT, OR REMOVAL OF ANY UTILITY, VERIFY THAT APPLICABLE NOTIFICATIONS HAVE BEEN MADE TO THE UTILITY OWNER/OPERATOR AND THAT THE UTILITY HAS BEEN PROPERLY TERMINATED, CAPPED, OR PLUGGED AS REQUIRED. 10.PROVIDE PAVEMENT SAWCUT AT THE EDGE OF EACH PAVEMENT REMOVAL AREA TO ESTABLISH A CLEAN EDGE WHERE NEW WORK WILL MEET EXISTING PAVEMENT. SAWCUT SHALL BE A MINIMUM OF 12 INCHES FROM EDGE OF PAVEMENT REMOVAL. 11.UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE RESTORED WITH SIX (6) INCHES OF LOAM, SEEDED, FERTILIZED, AND MULCHED. PROVIDE ADDITIONAL EROSION CONTROLS AS REQUIRED. 12.ALL SIDEWALK CLOSURES AND MEASURES FOR TEMPORARY PEDESTRIAN ACCESS, SIDEWALKS, CROSSINGS, AND BIKE LANES SHALL MEET THE APPROVAL OF THE CITY OF NORTHAMPTON. FILTER INSERTS IN DRAINAGE SYSTEM WEEKLY & WITHIN 24 HOURS AFTER STORM GENERATING A DISCHARGE MAINTENANCE MEASURES SCHEDULEE&S MEASURE TEMPORARY E&S MEASURES MAINTENANCE SCHEDULE TARP TEMPORARY STOCKPILES DAILY HAY BALES/ SILT FENCE BARRIER WEEKLY & WITHIN 24 HOURS AFTER STORM GENERATING A DISCHARGE CONSTRUCTION ENTRANCE WEEKLY MOISTEN EXPOSED SOILS DAILY EROSION AND SEDIMENT CONTROL NOTES: 1.THIS PLAN IS FOR EROSION AND SEDIMENTATION (E&S) CONTROL ONLY. SEE OTHER PLANS FOR THE SCOPE OF CONSTRUCTION WORK. 2.THE MEASURES SPECIFIED HEREON ARE THE MINIMUM REQUIREMENTS FOR E&S CONTROL AND ARE SHOWN IN GENERAL SIZE AND LOCATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL E&S CONTROL MEASURES ARE CONFIGURED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO ANY RESOURCE AREAS. PROVIDE ADDITIONAL E&S MEASURES AS REQUIRED TO CONTROL EROSION AND SILTATION THROUGHOUT THE DURATION OF THE CONSTRUCTION AS CONDITIONS DICTATE AND/OR AS DIRECTED BY THE OWNER OR THE ENGINEER. 3.MONITOR AND INSPECT ALL E&S MEASURES IN AN ONGOING MANNER THROUGHOUT THE WORK AND TAKE CORRECTIVE MEASURES, AS REQUIRED, TO MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO ANY RESOURCE AREAS.ANY EROSION AND SEDIMENTATION MEASURE IMPLEMENTED BEYOND THAT SHOWN HEREON SHALL CONFORM TO APPLICABLE SECTIONS OF THE 1997 MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS AS AMENDED. 4.ANY STOCKPILED MATERIAL SHALL BE SUBJECT TO EROSION CONTROL MEASURES THAT INCLUDE A MINIMUM OF SILT FENCE OR HAY BALE BARRIER. COVER STOCKPILES IF SIGNIFICANT RAINFALL IS PREDICTED. 5.PROVIDE TEMPORARY SEEDING WITH MULCH ON ALL EXPOSED SOIL AREAS WHERE WORK WILL BE SUSPENDED FOR LONGER THAN 30 DAYS. APPLY SEED AND MULCH WITHIN THE FIRST 7 DAYS OF SUSPENDING WORK. WHEN SEEDING IS NOT POSSIBLE DUE TO SEASONAL WEATHER CONDITIONS OR OTHER FACTORS, PROVIDE TEMPORARY STRUCTURAL SOIL PROTECTION SUCH AS MULCH, WOODCHIPS, EROSION CONTROL MATTING, OR COMPOST. 6.ALL TEMPORARY SLOPES IN EXCESS OF 3 (HORIZONTAL) TO 1 (VERTICAL) SHALL BE STABILIZED WITH EROSION CONTROL MATTING OR APPROVED EQUIVALENT. 7.NO RUNOFF SHALL BE ALLOWED TO ENTER ANY STORMWATER SYSTEM OR EXIT THE SITE PRIOR TO TREATMENT FOR SEDIMENT REMOVAL. 8.THE CONTRACTOR SHALL MAINTAIN A CLEAN CONSTRUCTION SITE AND SHALL NOT ALLOW THE ACCUMULATION OF RUBBISH OR CONSTRUCTION DEBRIS. ALL TRASH SHALL BE CLEANED ON A DAILY BASIS AND THE SITE SHALL BE LEFT IN A NEAT CONDITION AT THE END OF EACH WORK DAY. 9.TAKE ALL NECESSARY PRECAUTIONS TO AVOID THE SPILLAGE OF FUEL OR OTHER POLLUTANTS AND ADHERE TO ALL APPLICABLE POLICIES AND REGULATIONS RELATED TO SPILL PREVENTION, CONTROL, AND RESPONSE. 10.FOR DUST CONTROL, PERIODICALLY MOISTEN EXPOSED SOIL SURFACES WITH WATER AND MAINTAIN ADEQUATE MOISTURE LEVELS. 11.SWEEP ADJACENT ROADWAYS IF MUD OR SOIL IS TRACKED ON TO THEM, OR AS DIRECTED BY THE ENGINEER. CLEAN CATCH BASIN GRATE, REMOVE SEDIMENT/DEBRIS FROM FILTER INSERTS REPAIR/REPLACE WHEN FAILURE OBSERVED, REMOVE SILT WHEN ACCUMULATION REACHES APPROX. HALF HEIGHT OF BARRIER ENSURE TARP IS SECURED OVER STOCKPILE AT THE END OF EACH DAY SWEEP PAVED ROADWAY ADJACENT TO SITE ENTRANCE AS NECESSARY, REFRESH STONE AS NECESSARY, REMOVE SILTED GRAVEL PERIODICALLY MOISTEN EXPOSED SOIL SURFACES WITH WATER ON UNPAVED TRAVELWAYS AND KEEP TRAVELWAYS DAMP x x x xxxxPINE BROOK CURVECOOKE AVENUENORTH KING STREETPINE B R O O K C U R V E 3+1 3+13+1 3+1 3+03+0 220 SF KIOSKFY 10' BEYOND TREE BELT10' TREE BELT6'NORTH KING STREETPROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 C-1.0 Overall Site Plan 00 40'80' SCALE: 1"=40' PLAN REFERENCE SITE INFORMATION FROM PLAN ENTITLED: " TOPOGRAPHIC SURVEY, PREPARED FOR BIG Y, INC., NORTH KING STREET, NORTHAMPTON, MA" SCALE 1" = 20', DATED AUGUST 2018, BY ALFRED BENESCH & CO., 120 HEBRON AVENUE, GLASTONBURY, CT 06033. PROPOSED CANOPY OVER GASOLINE DISPENSERS EXISTING JIFFY LUBE BUILDING ZONE: URB OVERLAY: FP ZONE: HB ZONE: SR PROJECT AREA - REFER TO C-1.1 FOR DETAILS x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxx3+1 3+13+1 3+1 3+03+0 220 SF KIOSKFY 10' BEYOND TREE BELT10' TREE BELT6'x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxx3+1 3+13+1 3+1 3+03+0 220 SF KIOSKFY 10' BEYOND TREE BELT10' TREE BELT6'10'22'39.8' 46'76'28'30.7'22.1'45.6'16.4'26' O.C. 18' O.C.26' O.C.28'18'8'8'HC VANUNDERGROUND STORAGE TANKS 76' X 46' CANOPY OVER DISPENSER ISLANDS CONCRETE ISLAND WITH STAINLESS STEEL FORM (TYP. 6) MULTIPRODUCT DISPENSER WITH DIESEL (TYP. 4) UNDER DISPENSER SUMP WITH SENSOR TIED TO MONITOR (TYP. 6) CONCRETE DRIVE MAT WITH POSITIVE LIMITING BARRIER 8" REINFORCED CONCRETE DRIVE MAT OVER TANKS MULTIPRODUCT GASOLINE DISPENSER (TYP. 2) SIGNAGE POST- HC PARKING SIGN 4" STEEL BOLLARD (TYP. 12 @ 5' ℄ SPACING) 12" O.C. FROM FACE OF FLUSH CURB FLUSH INTEGRAL CONCRETE CURB HANDICAP PARKING LAYOUT BITUMINOUS CONCRETE PAVING (TYP.) 1 C-5.0 5 C-5.0 9 C-5.0 6 C-5.0 6-5 UT-3 3 UT-3 R30'R2' R30'R10' R30' R4' R2' R25' R8' R3' R1.8' R3' 25.1' 8'22'3 C-5.0 1-2 UT-4 1-2 UT-4 1-2 UT-4 1-2 UT-4 1-2 UT-4 BITUMINOUS CONCRETE CURB7 C-5.0 CONCRETE CURB 6 C-5.0 AIR TOWER4 UT-4 15.9' 36.1' 52.8' STORMTECH CHAMBERS 3 (TOT) 1 C-5.2 INSPECTION PORT (3 TOT.)2 C-5.2 CONCRETE CURB 6 C-5.0 BITUMINOUS CONCRETE PAVING (TYP.)3 C-5.0 6' HT. SCREEN FENCE 10 C-5.0 R3' END BIT CURB "DO NOT ENTER" SIGN LIMIT OF PAVING LEGEND PROPERTY LINE BUILDING CONCRETE PAVEMENT BITUMINOUS PAVEMENT PROPOSED CURB EXISTING CATCH BASIN BOLLARD 1" = 10'PROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 00 10'20' C-1.1 Site Plan ZONING TABLE PLAN REFERENCE SITE INFORMATION FROM PLAN ENTITLED: " TOPOGRAPHIC SURVEY, PREPARED FOR BIG Y, INC., NORTH KING STREET, NORTHAMPTON, MA" SCALE 1" = 20', DATED AUGUST 2018, BY ALFRED BENESCH & CO., 120 HEBRON AVENUE, GLASTONBURY, CT 06033. x x x x x xxxxxxxxx xNORTH KING STREETPINE B R O O K C U R V E 3+1 3+13+1 3+1 3+03+0 220 SF KIOSKFY 10' BEYOND TREE BELT10' TREE BELT6'Tanker Movement Plan 14.752.33 43.468.00 2.92 35.58 1.75 Lock to Lock TimeTractor Width Trailer Width Tractor Track Trailer Track Tanker Articulating Angle Steering Angle 8.00 : : : 7.83 7.83: 8.00 feet 70.0 40.0 6.0: : : 020 40 1" = 20' 20 C-1.2PROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 PLAN REFERENCE SITE INFORMATION FROM PLAN ENTITLED: " TOPOGRAPHIC SURVEY, PREPARED FOR BIG Y, INC., NORTH KING STREET, NORTHAMPTON, MA" SCALE 1" = 20', DATED AUGUST 2018, BY ALFRED BENESCH & CO., 120 HEBRON AVENUE, GLASTONBURY, CT 06033. x x x x x xxxxxxxxxxNORTH KING STREET3+1 3+13+1 3+1 3+03+0 FY 10' BEYOND TREE BELT10' TREE BELT6'1 4 6 14 7 1471461 4 5 146 146 146146 147.14 147.14 146.00146.16 146.31 TC=148.05 BC=147.55 TC=147.95 BC=147.45 TC=147.74 BC=147.24 147 TC=148.29 BC=147.79 TC=147.84 BC=147.34 TC=147.76 BC=147.26 TC=147.84 BC=147.34 148 TC=147.07 BC=146.57 TC=146.75 BC=146.25 TC=147.22 BC=146.72 146.40 TC=145.70 BC=145.20 TC=146.65 BC=146.15 EXISTING CB TO BE RAISED TF: 146.86 32' UNDERGROUND ELECTRIC SERVICE 79' - 6" PVC DRAIN @ 1.00% INV (6" PVC): 143.44 CONNECT 6" PVC TO EXIST. CB - INV: 143.24 6" PVC DRAIN @ 1.00% TC=146.10 BC=145.60 147 CONNECT TO EXISTING WATER SERVICE TC=147.90 BC=147.40 SAN INV: 142.00 132' - 6" SDR-35 @ 1.00% CONTRACTOR TO FIELD VERIFY DEPTH OF EXIST. SMH AND CONNECT LATERAL @ INV: 140.68 ADS STORM-TECH SC750 CHAMBER SYSTEM (6) B.O.S: 140.00 B.O.C: 141.00 T.O.C: 143.50 INV IN / OUT: 142.65 26' - 6" PVC DRAIN @ 1.00% REPLACE EXIST. CB WITH HYDRODYNAMIC SEPARATOR (HYDROWORKS HG4i) REPLACE EXIST. CB WITH HYDRODYNAMIC SEPARATOR (HYDROWORKS HG4i) INV IN: 143.00 INV OUT: 142.75 DMH-01 TF: 145.60 INV IN: 142.60 INV OUT: 143.50 5' - 6" PVC DRAIN @ 1.00% 146' 12" TYPE K COPPER WATER SERVICE KIOSK FFE: 146.50 INSPECTION PORTS (TYP.) CO CLEANOUT TO GRADE LEACHING CB WITH MANHOLE FRAME & COVER TF: 145.40 INV IN: 142.09 LEACHING CB WITH MANHOLE FRAME &COVER TF: 145.50 INV: 137.16 RELOCATE UTILITY POLE GUY WIRE - COORDINATE WITH UTILITY OWNER LIMIT OF DISTURBANCE (TYP.) MAJOR CONTOUR MINOR CONTOUR FLUSH CONDITION SPOT GRADE PROPOSED ROOF LEADER GRADING & DRAINAGE LEGEND SPOT GRADE EXISTING 147.14TC=146.73 BC=146.23 145 146 ELECTRIC SERVICE WATER SERVICE SANITARY LATERAL DRAINAGE STRUCTURE COSANITARY CLEANOUT LIMIT OF DISTURBANCE 1" = 20'PROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 00 20'40' C-2.0 Grading, Drainage, & Utility Plan DRAINAGE NOTES 1.CONTRACTOR SHALL VERIFY THAT ALL EXISTING STORM DRAIN STRUCTURES AND PIPES THAT ARE TO BE REUSED ARE FUNCTIONING AS ORIGINALLY DESIGNED. ANY DEBRIS OR CLOGS WITHIN THE STORM DRAIN SYSTEM ON SITE SHALL BE CLEANED TO THE MAXIMUM EXTENT PRACTICAL TO ENSURE POSITIVE FLOW OF STORM WATER. 2.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF NORTHAMPTON AND MASSACHUSETTS DEPARTMENT OF TRANSPORTATION, AND MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION STANDARDS. 3.DAMAGE TO EXISTING UTILITIES AS A RESULT OF THE CONTRACTOR'S OR ANY OF HIS SUBCONTRACTOR'S ACTIVITIES DURING THE CONSTRUCTION PROCESS SHALL BE REPAIRED AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO BIG Y. 4.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS DEVELOPED FROM THE BEST AVAILABLE INFORMATION. THE ACTUAL LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL CALL DIGSAFE AT (888) 344-7233 OR 811 FOR MARKOUT OF UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. 5.ACCESS TO EXISTING FACILITIES MUST BE MAINTAINED BY THE CONTRACTOR AT NO ADDITIONAL COST TO BIG Y. THE CONTRACTOR MUST MAINTAIN SUFFICIENT TRAVEL LANE(S), APPROVED BY BIG Y, TO ENABLE ALL EMERGENCY VEHICLES TO ACCESS THE ENTIRE PROJECT SITE. ACCESSIBILITY NOTES 1.THE LONGITUDINAL SLOPE ALONG THE HANDICAPPED ACCESSIBLE ROUTE SHALL NOT EXCEED 5% AND THE CROSS SLOPE SHALL NOT EXCEED 2%. CHANGES IN LEVELS SHALL NOT BE GREATER THAN 1/4 INCH AND SLOPES SHALL NOT BE GREATER THAN 5% UNLESS RAMPS OR LIFTS ARE PROVIDED. WHEN THE ACCESSIBLE ROUTE CHANGES DIRECTION A MINIMUM 3' X 3' AREA WITH A MAXIMUM 2% SLOPE IN ANY DIRECTION SHALL BE PROVIDED. 2.HANDICAPPED PARKING SPACES SHALL NOT EXCEED 1:50 (2%) SLOPE IN ANY DIRECTION. 3.ALL LANDINGS SHALL NOT EXCEED 1:50 (2%) SLOPE IN ANY DIRECTION. 4.GUTTER SLOPES SHALL NOT EXCEED 5% WHEN THEY ARE PART OF THE ACCESSIBLE ROUTE. 5.SLOPES AT THE INTERSECTION OF ACCESSIBLE ROUTE OR AT THE POINT WHERE AN ACCESSIBLE ROUTE CHANGES DIRECTION MUST NOT EXCEED 2% IN ANY DIRECTION. MAINTENANCE AND OPERATION NOTES: IT IS IMPORTANT TO THE ESSENTIAL OPERATION OF THE STORMWATER SYSTEM TO MAINTAIN THE COMPONENTS IN GOOD CONDITION. THE FOLLOWING SHALL BE A MINIMUM GUIDE TO MAINTENANCE OF THE ONSITE DRAINAGE SYSTEM. ADDITIONAL MEASURES SHOULD BE REQUIRED FOLLOWING A LARGE STORM EVENT, WHICH MAY DEPOSIT AN UNDUE AMOUNT OF DEBRIS INTO THE SYSTEM. PAVEMENT AREAS THE PAVEMENT AREAS SHALL BE SWEPT AT LEAST TWICE PER YEAR, OPTIMALLY IN THE BEGINNING OF SPRING AFTER THE SNOW SEASON AND THE SECOND NOT LESS THAN 90 DAYS FROM THE FIRST. PLAN REFERENCE SITE INFORMATION FROM PLAN ENTITLED: " TOPOGRAPHIC SURVEY, PREPARED FOR BIG Y, INC., NORTH KING STREET, NORTHAMPTON, MA" SCALE 1" = 20', DATED AUGUST 2018, BY ALFRED BENESCH & CO., 120 HEBRON AVENUE, GLASTONBURY, CT 06033. CONCRETE, 4000 PSI, (* 6" AT DRIVEWAYS) 5' MIN SCALE: 1 1/2" = 1' -0" CONCRETE WALK4"*8"6x6 W2.0x2.0 WELDED WIRE FABRIC NOTE: PROVIDE EXPANSION JOINTS FOR NEW CONCRETE PAVING AT ALL CURBS, TREE GRATES, BUILDING WALLS, SITE WALLS, STAIRS, LIGHT POLE BASES, MANHOLES, GRATES/VAULTS, EXISTING CONCRETE PAVING AND ALL OTHER FIXED MATERIALS. MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS SHALL NOT EXCEED 25 FEET. COMPACTED GRAVEL BORROW M1.03.0 TYPE B PER MASS DOT STANDARD SPECIFICATION FOR HIGHWAYS AND BRIDGES (COMPACT EACH LIFT TO 95% OF MAX. DRY DENSITY PER AASHTO T99 METHOD C) COMPACTED SUBGRADE (95% MAXIMUM DRY DENSITY PER AASHTO T99 METHOD C) 2 SCALE: 1 1/2" = 1'-0" BITUMINOUS CONCRETE PAVEMENT (SITE) COMPACTED GRAVEL BORROW M1.03.0 TYPE B PER MASS DOT STANDARD SPECIFICATION FOR HIGHWAYS AND BRIDGES (COMPACT EACH LIFT TO 95% OF MAX. DRY DENSITY PER AASHTO T99 METHOD C) COMPACTED SUBGRADE (95% MAXIMUM DRY DENSITY PER AASHTO T99 METHOD C) COMPACTED DENSE GRADED CRUSHED STONE M2.01.7 PER MASS DOT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (COMPACT EACH LIFT TO 95% MAX. DRY DENSITY PER AASHTO T99 METHOD C) COMPACTED BIT. CONC. STANDARD TOP COURSE CLASS I - TYPE I-1 COMPACTED BIT. CONC. INTERMEDIATE DENSE BINDER COURSE - CLASS I - TYPE I-1 (VEHICULAR)8"2.5"1.5"THESE LABELS: 3 7 SCALE 3" = 1'-0" BITUMINOUS CONCRETE CURBING 51 2"48°21° 6"9" BACKFILL WITH TOPSOIL & SEED GRADE ASPHALT TACK COAT R = 2-1/4" BITUMINOUS CONC. CURB (MACHINE FORMED) BITUMINOUS CONCRETE PAVEMENT 1" 6" 6 X 6 W2.0 X W2.0 WELDED WIRE FABRIC FLUSH CONCRETE WALK SCALE 1" = 1'-0"1 4"6" 6" 12"3" MIN. BROOM FINISH SMOOTH FINISH SEE DETAIL FOR BIT PAVEMENTTOOLED CONTROL JOINTSEE DETAIL FOR CONCRETE WALK COMPACTED GRAVEL BORROW M1.03.0 TYPE B PER MASS DOT STANDARD SPECIFICATION FOR HIGHWAYS AND BRIDGES (COMPACT EACH LIFT TO 95% OF MAX. DRY DENSITY PER AASHTO T99 METHOD C) 24" #4 BAR TYP. EXPANSION JOINT & SEALANT 12" 6" 10" C.L.BOLLARD LOCATION CONCRETE PAVING PREFORMED EXPANSION JOINT FILLER EACH SIDE OF JOINTS SMOOTH TROWEL BORDER EXPANSION JOINT 1/2"1/2" SEALANT SCALE: NONE EXPANSION & CONTRACTION JOINTS4 EVERY 20' 1 1/4" (1/4 PAVING DEPTH) CONTRACTION JOINT EVERY 5'6"1" 6" COMPACTED SUBGRADE FIN. GRADE PAVEMENT CONTRACTION JOINTS 8' O.C. EXPANSION JOINTS @ 20' O.C. HAND RUB EXPOSED SURFACES FIN. GRADE COMPACTED GRAVEL BASE 1" R PRECAST CONCRETE CURB SCALE: 3/4"=1'-0"6 18"14"8"6"6"7"NO. 4 REBAR SECTION NOTE: CONTRACTOR SHALL SUBMIT SHOP DRAWING OF PRECAST CURB FOR APPROVAL. FRONT SECTION NO. 4 REBAR (TYP.) NO. 5 REBAR PIN EACH END TYP. 3" MIN. 3" MIN. 1/2" PREFORMED BITUMINOUS EXPANSION JOINT MATERIAL AT EACH EXPANSION JOINT CONCRETE CURB 4,000 PSI3'-6" ABOVEFIN. GRADE36"6"42"COMPACTED GRAVEL BORROW M1.03.0 TYPE B PER MASS DOT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES CAST-IN-PLACE CLASS A CONCRETE FOOTING 4" Ø GALVANIZED STEEL PIPE SCHEDULE 40, FILLED WITH CONCRETE, COLOR T.B.D. BY ARCHITECT CONCRETE DOME 6"1'-6" STEEL BOLLARD SCALE: 1/2"=1'-0" CONCRETE WALK 5 4" BOLLARD 19'-0"8'-0"8'-0" HANDICAP PARKING SIGN MOUNTED IN BOLLARD WALK PAINTED WHITE SYMBOL (TYP.) VAN ACCESSIBLE HANDICAP SPACE & AISLE HANDICAPPED PARKING LAYOUT SCALE: 3/16"=1'-0" CL 1'-0"45° 9 2'-0"3'-6"7'-0"4'-0"NOTE: BOLLARD SHALL BE CENTERED ON EACH HANDICAP PARKING SPACE18"12" BLUE BACKGROUND SOLID WHITE BORDER & LETTERS MODEL PKE-20835 BY COMPLIANCESIGNS.COM HANDICAPPED PARKING SPECIAL PLATE REQUIRED UNAUTHORIZED VEHICLES VANACCESSIBLE6"MAY BE REMOVED AT OWNER'S EXPENSE .125 ALUMINUM PANEL STATE OF MASSACHUSETTS APPROVED ACCESSIBLE PARKING SIGN MODEL PKE-20965-MASSACHUSETTS MANUFACTURED BY WWW.COMPLIANCESIGNS.COM 2" SQUARE GALV. TUBE PVC COATED FENCE POST W/CAP DOME CONCRETE 1" 3" REFLECTIVE TAPE BAND (2 @ EACH BOLLARD) 6" DIA. SCH 40 STEEL PIPE (PAINTED BLUE) 3000 PSI CONCRETE FILL BITUMINOUS CONCRETE PAVEMENT PAVEMENT BASE UNDISTURBED OR COMPACTED EARTH 3000 PSI CONCRETE BACKFILL 6" COMPACTED GRAVEL BORROW M1.03.0 TYPE B PER MASS DOT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (COMPACT EACH LIGHT TO 95% OF MAX. DRY DENSITY PER AASHTO T99 METHOD C) FINISHED GRADE CONCRETE SIDEWALK SIGNAGE POST SCALE: NONE8 42"16" CONCRETE FOOTING Scale 1/2"=1'-0" 6' COMPOSITE FENCE6'SIMTEK 5X5 ECOSTONE GRAY COMPOSITE FENCE POST 6' ASHLAND NANTUCKET GRAY COMPOSITE FENCE PANEL SIMTEK 5X5 ECOSTONE GRAY COMPOSITE FENCE POST 10 C-5.0 Site DetailsPROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 ELECTRICAL TRENCH SCALE: 1"=1'-0"6"4"2'-0"1' MIN. - 2' MAX. 3" EXISTING OR PROPOSED GRADE SUB GRADE ELEVATION BACK FILL MATERIAL: GRAVEL UNDER PAVEMENTS, EXCAVATED FILL UNDER LAWN UNDISTURBED SOIL PVC CONDUIT COMPACTED SAND NOTES: 1.CONTRACTOR TO PROVIDE TRENCH, CONDUIT, AND BACK FILL 2. MAINTAIN 12" SEPARATION FROM OTHER UTILITIES 4WATER TRENCH SCALE: 1/2"=1'-0"Varies6"Pipe1' 6"4'-6" MIN.EXCAVATED MATERIAL (UNDER PLANTING) GRAVEL BACKFILL PLACED AND COMPACTED IN 12" LAYERS (UNDER PVMNTS.) COMPLETE ENVELOPE OF FILTER FABRIC WITH 12" OVERLAP REQUIRED WHEN CRUSHED STONE IS USED AS BEDDING MATERIAL, FILTER FABRIC REQUIRED IN ROCK CUT AS DIRECTED BY ENGINEER COURSE SAND OR FINE GRAVEL GRAVEL FILL AS DIRECTED BY ENGINEER WHEN UNSUITABLE MATERIAL IS ENCOUNTERED WARNING TAPE PIPE O.D. PLUS 24" OR 3'-0" MIN. 4" LOAM, FERTILIZE AND SEED WITH GRASS AND MULCH BITUMINOUS CONCRETE PAVEMENT PROCESSED STONE AGGREGATE BASE VARIES1 NOTE: ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH WESTFIELD DEPARTMENT OF PUBLIC WORKS SPECIFICATIONS Varies6"Pipe1'6"PIPE O.D. PLUS 24" OR 3'-0" MIN. GRAVEL FILL AS DIRECTED BY ENGINEER WHEN UNSUITABLE MATERIAL IS ENCOUNTERED 3/4" CRUSHED STONE PLACED AND COMPACTED IN 6" LAYERS. CRUSHED STONE IN WET INSTALLATIONS COMPLETE ENVELOPE OF FILTER FABRIC WITH 12" OVERLAP REQUIRED WHEN CRUSHED STONE IS USED AS BEDDING MATERIAL, FILTER FABRIC REQUIRED IN ROCK CUT AS DIRECTED BY ENGINEER GRAVEL BACKFILL PLACED AND COMPACTED IN 12" LAYERS (UNDER PVMNTS.) EXCAVATED MATERIAL (UNDER PLANTING) WARNING TAPE VARIESSTORM TRENCH SCALE: 1/2"=1'-0" 4" LOAM, FERTILIZE AND SEED WITH GRASS AND MULCH BITUMINOUS CONCRETE PAVEMENT PROCESSED STONE AGGREGATE BASE OR 1'-6" MIN.2 Varies6"Pipe1'6"PIPE O.D. PLUS 24" OR 3'-0" MIN. GRAVEL FILL AS DIRECTED BY ENGINEER WHEN UNSUITABLE MATERIAL IS ENCOUNTERED 3/4" CRUSHED STONE PLACED AND COMPACTED IN 6" LAYERS. CRUSHED STONE IN WET INSTALLATIONS COMPLETE ENVELOPE OF FILTER FABRIC WITH 12" OVERLAP REQUIRED WHEN CRUSHED STONE IS USED AS BEDDING MATERIAL, FILTER FABRIC REQUIRED IN ROCK CUT AS DIRECTED BY ENGINEER GRAVEL BACKFILL PLACED AND COMPACTED IN 12" LAYERS (UNDER PVMNTS.) EXCAVATED MATERIAL (UNDER PLANTING) WARNING TAPE VARIESSCALE: 1/2" = 1'-0" 4" LOAM, FERTILIZE AND SEED WITH GRASS AND MULCH BITUMINOUS CONCRETE PAVEMENT PROCESSED STONE AGGREGATE BASE OR 1'-6" MIN.SANITARY TRENCH3 8" CLRUBBER "O RING" BRASS SCREW PLUG 13" 12" 2' 0"6"4000 PSI CONCRETE GRADE PROCESSED STONE, TRENCH WALL TO TRENCH WALL WITH A MIN. OF 1.0' AROUND PIPE 45 ° BEND 12" HDPEPROFILE 12" HDPE MANHOLE RING AND COVER. LEBARON FOUNDRY LA0910/L09C3 OR EQUAL 12" WYE PLUG CONNECTING PIPE FROM BUILDING CLEAN OUT SCALE: 1/2"=1'-0"5 C-5.1 Site DetailsPROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. NOTES: 1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE. ² ³ 18" (450 mm) MIN* 8' (2.4 m) MAX SUBGRADE SOILS (SEE NOTE 4) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SC-740 END CAP 6" (150 mm) MIN D C B A PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS 12" (300 mm) TYP51" (1295 mm)6" (150 mm) MIN 30" (760 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). STORMTECH SC-740 CHAMBER SYSTEMS N.T.S.1 SC-740 CHAMBER FLEXSTORM CATCH IT PART# 6215NYFX WITH USE OF OPEN GRATE 15" (375 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2715AG10IP SOLID COVER: 1599CGC GRATE: 1599CGS 10" (250 mm) INSERTA TEE PART# 10P35STIP INSERTA TEE TO BE CENTERED ON CORRUGATION CREST 10" (250 mm) SDR35 PIPE 18" (450 mm) MIN WIDTH CONCRETE SLAB8" (200 mm) MIN THICKNESS PAVEMENT CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS CONCRETE COLLAR SC-740 10" INSPECTION PORT DETAIL N.T.S.3 ROOF LEADER PVC ADAPTER JOINT 1' MIN. BLDG. FND. WALL 5 ROOF & CANOPY LEADER BOOT PVC PIPE ROOF LEADER BOOT ADAPTER HDPE SCALE: N.T.S. 6" COMPACTED 3/4" CRUSHED STONE PLACED OVER ENTIRE TRENCH WIDTH RESILIENT MANHOLE CONNECTOR CONFORMING TO ASTM C-923 INTERFACE FLEXIBLE SLEEVE, PRESS WEDGE II OR EQUAL REINFORCED CONCRETE RISER SECTION CONFORMING TO ASTM C478 MAX. LENGTH = 4 FEET POLYPROPYLENE PLASTIC MANHOLE STEPS REINFORCED WITH 1/2" GRADE 60 STEEL WATERTIGHT JOINT USING BUTYL RUBBER GASKET (TYP.) PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE ADJUST TO GRADE WITH MAX. OF TWO GRADE RINGS MATCH PAVEMENT GRADE AND SLOPE AS DIRECTED FRAME AND COVER LEBARON FOUNDRY MODEL LA 308-000 OR EQUAL 1'-0"5"4'-0"6"6"6" 8"2'-6"8" PIPE 2 DRAINAGE MANHOLE SCALE: N.T.S. 48" Inner Chamber Outlet Baffle Wall 12.0 6.0 6.0 30.0 48.0 Inner Chamber Outlet Baffle Wall 60.0 U.S. Patent No. 6,951,619 11.8 2.0 As Required 36.0 Plan Profile 60.0 Ø31.5 Dimensions in inches Permanent Pool Volume = 450 US gallons The Hydroguard must be cleaned after the construction period if it is used as a sediment and erosion control measure The Hydroguard should be inspected once per year for stabilized sites Inspection will determine the maintenance frequency (annual maintenance or once every two years typical for stabilized sites) Sites with unstable conditions (exposed soil or materials storage) will require more frequent inspection and maintenance Varies Varies 30.0 Outlet Inlet Inlet Outlet HYDROWORKS HG4 SCALE: 1/2"=1'-0"4 C-5.2 Site DetailsPROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 3+1 3+13+1 3+1 3+03+0 220 SF KIOSKPhotometric PlanPROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 C-6.0 FIXTURE C1 1" = 10' 00 10'20' C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 PROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 C-8.0 Erosion and Sedimentation Control DetailsCONSTRUCTION ENTRANCE (CE) N.T.S. SILT FENCE BARRIER (SF) N.T.S. 2'-6" 1'-6" SECTIONELEVATION *NOTE: POST SPACING AND EMBEDMENT VARIES BASED ON THE FABRIC MANUFACTURER'S REQUIREMENTS.EXTRA STRENGTH SEDIMENT CONTROL FABRIC (AMOCO PROPEX OR EQUAL) 10' MAX.* 100° BURY FABRIC 6" BELOW GROUND GRADE WOOD POST SLOPE 1" REBAR FOR BAG REMOVAL FROM INLET (REBAR NOT INCLUDED) OPTIONAL OVERFLOW SILTSACK® DUMP LOOPS (REBAR NOT INCLUDED)FOAM INSERT 'SILTSACK' SEDIMENT CONTROL DEVICE, TERRAFIX GEOSYNTHETICS INC. TORONTO, ONTARIO, CA WWW.TERRAFIXGEO.COM SILT SACK DETAIL (SS) N.T.S. STAKED STRAW BALES CROSS-SECTION PLAN VIEW FIELD VARIABLE FIELD VARIABLE10' (MIN.) OVERLAP 1' NOTES: 1.CONSTRUCT WASHOUT AREA LARGE ENOUGH TO ENSURE MATERIALS WILL BE CONTAINED WHERE WASTE CONCRETE CAN SOLIDIFY IN PLACE AND EXCESS WATER CAN SAFELY EVAPORATE. 2.WASHOUT AREA SHALL BE LARGE ENOUGH TO RETAIN ALL LIQUID AND WASTE CONCRETE MATERIALS FROM WASHOUT OPERATION. 3.WEEKLY INSPECTIONS OF WASHOUT AREAS SHALL BE CONDUCTED TO ASSESS THE HOLDING CAPACITY AND FUNCTIONALITY OF THE WASHOUT AREA. NON-WOVEN GEOTEXTILE FILTER FABRIC SECURE FABRIC WITH EROSION CONTROL STAPLES FILTER FABRIC 11 2"x11 2"x36" WOOD STAKE OR STEEL POSTS WITH A MIN. OF 0.5 POUNDS PER LINEAR FOOT (2 PER STRAW BALE) FILTER FABRIC BURY FILTER FABRIC 4" N.T.S. TEMPORARY CONCRETE WASHOUT AREA (CWA) 6' SILT FENCE SURROUNDING STOCKPILE TEMPORARY VEGETATIVE COVER TO BE ESTABLISHED ON TOPSOIL STOCKPILE 3:1 SLOPE MAX TEMPORARY MATERIAL STOCKPILE (STK) N.T.S. STRAW BALE BARRIER (HB) N.T.S. PROTECTED WORK AREA FLOW TOP OF GROUND 18" (MIN.) AREA STRAW BALES BINDINGS TO BE PARALLEL TO GROUND SURFACE EMBED STRAW BALES 4" INTO GROUND. BACKFILL AND COMPACT EXCAVATED FILL ALONG STRAW BALES 11 2"x11 2"x36" WOOD STAKE OR STEEL POSTS WITH A MIN. OF 0.5 POUNDS PER LINEAR FOOT (2 PER STRAW BALE) NOTES: 1.STRAW BALES SHALL BE MADE OF STRAW WITH 40 POUND MIN. WEIGHT AND 120 POUND MAX. WEIGHT HELD TOGETHER BY TWINE OR WIRE. 2.PLACE STRAW BALES ON CONTOUR AND WING THE LAST STRAW BALES UP SLOPE SO THAT THE TOP OF THE LAST SEVERAL STRAW BALES ARE HIGHER THAN THE LINE OF STRAW BALES. 3.DRIVE FIRST STAKE IN EACH BALE TOWARD THE PREVIOUSLY LAID BALE TO FORCE THEM TOGETHER. 4.PUT ONE STRAW BALE PERPENDICULAR ALONG STRAW BALE BARRIER EACH 100 FEET. NOTE: LOCATION TO BE DETERMINED IN THE FIELD BY THE CONSTRUCTION ADMINISTRATOR SECTION PUBLI C R O A D PLAN TREE BELT/SNOW SHELF - 7'-0" (TYP) 5'-0" (MIN.) SIDEWALK - 5'-0" (MIN.) 2 1/2" (MIN.) - BIT. CONC. BINDER COURSE ANGULAR STONE 4" MIN. DEPTH FILTER FABRIC COMPACTED SUBGRADE ANGULAR STONE 4" MIN. DEPTH COMPACTED SUBGRADE FILTER FABRIC R=15' (TYP.) (MIN.) 2 5 ' - 0 " M IN . 5 0 ' - 0 " M IN . 12'-0" MIN. CURB MONITORING AND MAINTENANCE PROGRAM - GENERAL A.FOR THE DURATION OF THE PROJECT CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL DEVICES TO INSURE THEIR EFFICIENT OPERATION. B.THE RESPONSIBILITY FOR PERFORMING PERIODIC CHECKS OF THE PROTECTION SYSTEM IN-PLACE AND TO COORDINATE CLEANING AND REPAIR OPERATIONS SHALL BE ASSIGNED TO THE GENERAL CONTRACTOR'S PROJECT REPRESENTATIVE. C.ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE CHECKED FOR THE ADEQUACY OF THE CONTROL SYSTEMS PRIOR TO SEVERE STORM WEATHER FORECASTS . INSPECT CONTROL SYSTEM DURING AND AFTER STORMS TO DETERMINE NECESSARY REPAIRS. D.REPAIRS TO SEDIMENTATION CONTROL SYSTEMS DIRECTED BY THE PROJECT REPRESENTATIVE SHALL BE DONE WITHIN 24 HOURS OF THE DIRECTIVE OR AS SOON AS POSSIBLE PRIOR TO STORM WARNINGS. E.REPLACEMENT MATERIALS FOR THE DEVICES UTILIZED MUST BE READILY AVAILABLE FOR REPAIRS. F.CLEAN SEDIMENTATION AND EROSION CONTROL DEVICES AS DIRECTED BY THE PROJECTS REPRESENTATIVE. G.PLACEMENT OF TEMPORARY SEDIMENTATION AND EROSION CONTROL DEVICES THAT ARE NOT SHOWN ON PLANS, BUT ARE REQUIRED DUE TO CONTRACTOR'S OPERATIONS, SHALL BE PLACED AT THE DIRECTION OF THE PROJECTS REPRESENTATIVE. H.DUST CONTROL AND OFF-SITE DEBRIS CAUSED BY THE CONTRACTOR'S EARTHWORK OPERATIONS SHALL BE PREVENTED, OR CLEANED-UP IN ACCORDANCE WITH THE 1997 MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS. MONITORING AND MAINTENANCE PROGRAM MEASURES - SPECIFIC A.GEOTEXTILE SILT FENCE (SF) - INSPECT SF AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF ANY STORM EVENT OF 0.5-INCH OR GREATER. REPAIR OR REPLACE THE FENCE WITHIN 24-HOURS OF OBSERVED FAILURE. B.SEEDING (TS & PS) - INSPECT SEEDED AREA AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL AMOUNT OF 0.5 INCH OR GREATER FOR SEED AND MULCH MOVEMENT AND RILL EROSION. WHERE SEED HAS MOVED OR WHERE SOIL EROSION HAS OCCURRED, DETERMINE THE CAUSE OF THE FAILURE. BIRD FEEDING MAY BE A PROBLEM IF MULCH WAS APPLIED TOO THINLY TO PROTECT SEED. RE-SEED AND RE-MULCH. IF MOVEMENT WAS THE RESULT OF WIND, THEN REPAIR EROSION DAMAGE (IF ANY), REAPPLY SEED AND MULCH AND APPLY MULCH ANCHORING. IF FAILURE WAS CAUSED BY CONCENTRATED RUNOFF, INSTALL ADDITIONAL MEASURES TO CONTROL WATER AND SEDIMENT MOVEMENT, REPAIR EROSION DAMAGE, RE-SEED AND RE-APPLY MULCH WITH ANCHORING OR USE TEMPORARY EROSION CONTROL BLANKET MEASURE. CONTINUE INSPECTIONS UNTIL THE GRASSES ARE FIRMLY ESTABLISHED. GRASSES SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED WHICH IS MATURE ENOUGH TO CONTROL SOIL EROSION AND TO SURVIVE SEVERE WEATHER CONDITIONS (APPROXIMATELY 80% VEGETATIVE SURFACE COVER). C.STRAW BALE BARRIER (HB) - INSPECT HB AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF ANY STORM EVENT OF 0.5-INCH OR GREATER. REPAIR OR REPLACE THE STRAW BALES WITHIN 24-HOURS OF OBSERVED FAILURE. D.CONSTRUCTION ENTRANCE (CE) - MAINTAIN THE ENTRANCE IN A CONDITION WHICH WILL PREVENT TRACKING AND WASHING OF SEDIMENT ONTO PAVED SURFACES. PROVIDE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND. REPAIR ANY MEASURES USED TO TRAP SEDIMENT AS NEEDED. IMMEDIATELY REMOVE ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PAVED SURFACES. ROADS ADJACENT TO A CONSTRUCTION SITE SHALL BE LEFT CLEAN AT THE END OF EACH DAY. IF THE CONSTRUCTION ENTRANCE IS BEING PROPERLY MAINTAINED AND THE ACTION OF A VEHICLE TRAVELING OVER THE STONE PAD IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF THE SEDIMENT, THEN EITHER (1) INCREASE THE LENGTH OF THE CONSTRUCTION ENTRANCE, (2) MODIFY THE CONSTRUCTION ACCESS ROAD SURFACE, OR (3) INSTALL WASHING RACKS AND ASSOCIATED SETTLING AREA OR SIMILAR DEVICES BEFORE THE VEHICLE ENTERS A PAVED SURFACE. EROSION AND SEDIMENTATION CONTROL NARRATIVE PER STATE OF MASSACHUSETTS ALL APPLICABLE PRACTICES RECOMMENDED BY THE 1997 MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS AS AMENDED. DESCRIPTION THE PROJECT CONSISTS OF REDEVELOPING AN ABANDONED SITE INTO A NEW GAS STATION AND KIOSK. THE EXISTING BUILDING, PAVED PARKING, AND OTHER EXISTING AMENITIES WILL BE DEMOLISHED. THE PROPOSED DEVELOPMENT CONSISTS OF A NEW KIOSK, NEW UNDERGROUND PUMP AND TANK SYSTEM INCLUDING DISPENSERS WITH AN OVERHEAD CANOPY, AND LANDSCAPING IMPROVEMENTS AS SHOWN ON THE DESIGN PLANS. CONSTRUCTION WILL INVOLVE SITE GRADING, PAVING, DRAINAGE, AND CONSTRUCTION OF THE KIOSK. DESIGN AND CRITERIA NOTE: THE CONTRACTOR SHALL NAME ONE INDIVIDUAL AS HIS SEDIMENT AND EROSION CONTROL SUPERVISOR WHOSE PRIMARY RESPONSIBILITY WILL BE THE MAINTENANCE OF ALL ON-SITE EROSION CONTROL MEASURES. HE WILL KEEP A DAILY LOG OF HIS ACTIVITIES AND AN UPDATED SCHEDULE OF PROPOSED CONSTRUCTION ACTIVITIES. THE LOG WILL BE MADE AVAILABLE TO INSPECTORS. A.GEOTEXTILE SILT FENCE (SF) - SHALL BE NON-WOVEN MATERIAL, MINIMUM 36" HIGH AND FASTENED TO WOOD STAKES. SILT FENCE SHALL BE INSTALLED WITH END RUNS TURNED UP GRADE AT 45 DEGREES FOR A DISTANCE OF 10 FEET (SEE DETAIL THIS SHEET). B.TEMPORARY SEEDING (TS) 1.CONTRACTOR SHALL SCARIFY THE SOIL TO A DEPTH OF 2" BEFORE APPLYING FERTILIZER, LIMESTONE AND SEED. 2.SEED MAY BE APPLIED BY HAND OR MECHANICALLY. SEED APPLICATION SHALL BE UNIFORM. SEED RATE SHALL BE IN ACCORDANCE WITH THE 1997 MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS AS AMENDED (INCREASE SEEDING RATES BY 10% WHEN HYDROSEEDING, LIMESTONE, FERTILIZER AND SEED MAY BE APPLIED IN SLURRY.) 3.CONTRACTOR SHALL MULCH AREA (MS) IMMEDIATELY FOLLOWING SEEDING. (NOTE: IN THE EVENT SEEDING OPERATIONS ARE NOT FEASIBLE DUE TO SEASONAL RESTRICTIONS OR EXTENDED INCLEMENT WEATHER PATTERNS, THE CONTRACTOR SHALL INSTALL AN EROSION CONTROL BLANKET OVER EXPOSED SOILS.) C.PERMANENT SEEDING (PS) 1.CONTRACTOR SHALL APPLY TOPSOIL AND FINE GRADE ALL AREAS BEFORE THE APPLICATION OF PERMANENT SEED. APPLY LIMESTONE AND FERTILIZER AS NEEDED, IN ACCORDANCE WITH SOIL TESTS. 2.REMOVE ALL SURFACE STONES ½ INCH AND LARGER. REMOVE ALL OTHER DEBRIS AND RAKE SEED BED. 3.APPLY SEED WITHIN 7 DAYS AFTER ESTABLISHING FINAL GRADES. SEE PLANTING PLAN. D.STRAW BALE BARRIER (HB) - SHALL BE MADE OF STRAW WITH 40 POUNDS MINIMUM WEIGHT AND 120 POUNDS MAXIMUM WEIGHT, HELD TOGETHER BY TWINE OR WIRE. (SEE DETAIL THIS SHEET.) E.CONSTRUCTION ENTRANCE (CE) - SHALL BE AN ANGULAR STONE PAD, A MINIMUM OF 12' WIDE AND 50' LONG. (SEE DETAIL THIS SHEET.) APPLICATION/GENERAL PROCEDURES SOIL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO ANY SITE DISTURBANCE, AND DEVELOPMENT WILL PROCEED ACCORDING TO A SPECIFIC CONSTRUCTION SEQUENCE. THE OBJECTIVE IS TO MAXIMIZE THE REDUCTION OF SEDIMENT-LADEN RUNOFF THROUGH IMPLEMENTATION OF CONVENTIONAL SOIL SEDIMENTATION AND EROSION CONTROL PRACTICES CURRENTLY RECOMMENDED BY THE 1997 MASSACHUSSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS. A.EARTHWORK WILL BE SCHEDULED FOR PERIODS WHEN SOIL SATURATION IS LOW AND SOIL LOSS HAZARD IS AT A MINIMUM. B.SUSPEND EARTHWORK FOR MAJOR STORM EVENTS AND IMPLEMENT ADDITIONAL SEDIMENTATION AND EROSION CONTROL MEASURES AS NECESSARY. C.THERE SHALL BE NO CUTS OR FILL LEFT EXPOSED FOR LONGER THAN 30 DAYS. THE ESTABLISHED PROCEDURE OF TEMPORARILY SEEDING AND/OR COVER WITH EROSION PROTECTION (MAT OR STRAW) SHALL BE FOLLOWED TO INSURE MINIMAL SOIL LOSS. D.THE DISCHARGE OF UNTREATED STORMWATER TO ANY ADJACENT ROADWAYS, DRAINAGE INLETS, OR PROPERTIES IS NOT ALLOWED. PAK CLAD (TYP.) 47'-0" 14'-6"18'-0"14'-6" BOLLARD ISLAND PROTECTION (TYP.) Scale: 1/4'=1'-0" SOUTH ELEVATION (NORTH SIM.)2 CANOPY COLUMN (TYP.) COPPER COLOR REVEAL (TYP.) H N A S Ø60" DUPLEX DUPLEX GFIGFI BRANCH DUCT CEILING DIFFUSER 22'-0" POWER INTEGRITY INTEGRATED POWER AND CONTROL CABINET 10'-0"POS 1 GFIDUPLEXCARDSWIPERDUPLEXQUAD 6'-01 4" 2'-6"3'-11"7'-6"2'-0"POS 2 OVERHEAD MONITOR FOR FUELING CAMERAS LOTTERY MACHINE DATA RACK TIME CLOCK VOLUMATIC 7'-414"FIRE EXTINGUISHER 40 BC 6'-0"10"FASCIA DUPLEX DUPLEX Ø60" 4' min. VEEDER ROOT QUAD QUAD TRANSACTION DRAWER SOUND SYSTEM TELEPHONE/DATA INTERFACE BOX SECURITY PANEL POWER AND DATA WITHIN 6" A B C D 22'-0"22'-0" 6"2" 4" 10'-0" 6" TYP 18" 10'-0" 54 3/4" 35 1/4" 54 3/4" 42" 35 1/4" 92" CEILING HEIGHT A.F.F. ELEVATION A ELEVATION B ELEVATION C ELEVATION D CARDINAL RED, TYP SIERRA TAN, TYP TRANSACTION DRAWER 54 3/4" 72" EXHAUST FAN CL ACCESS DOORS FOR PICO PANEL TO BE DESIGNED BY KIOSK MFR 80" DOOR 10'-5" 76'-0" 26'-0"26'-0"12'-0"12'-0" BOLLARD ISLAND PROTECTION (TYP.) GASOLINE DISPENSER ON CONC. ISLAND (6 TOT.) GRADE Scale: 1/4'=1'-0" EAST ELEVATION1 LOGO 30.0"106.75"36.0"14'-6"CA-1 Canopy Elevations And Kiosk Plan/ElevationsPROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 Scale: 1/4"=1'-0" KIOSK FLOOR PLAN3 Scale: 1/4"=1'-0" KIOSK ELEVATIONS4 3+1 3+13+1 3+1 3+03+0 220 SF KIOSK4 AF 1 CO 1 CC4 JV 2 CS 3 CS + + + ++ ++ ++++ + + + + PLANT BED FOR SEASONAL PLANTINGS BY OWNER ALONG FENCE (REFER TO NOTES FOR SOIL AND MULCH REQUIREMENTS) 8 HS 7 HS ++++++++ + + + + + + + + + + + + 8 CA 12 BGM LAWN SEED MIX (TYP.) TREES AND TREE ROOTS TO REMAIN AND BE PROTECTED. CONTRACTOR SHALL TAKE EXTREME CARE TO REMOVE CURBING AND INSTALL PLANTING SOIL AND LAWN SEED MIX IN A MANNER THAT WILL NOT DAMAGE THESE TREES. IF NECESSARY PLANTING SOIL DEPTH MAY BE REDUCED WITHIN DRIP EDGE TO PROTECT EXISTING ROOTS. LAWN SEED MIX (TYP.) DECIDUOUS TREE PLANTING EVERGREEN TREE PLANTING SHRUB PLANTING GROUND COVER PLANTING LAWN SEED MIX MULCH BED + + Landscape PlanPROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 L-1.0 LANDSCAPE SCHEDULE SEED MIX NOTES “DIG SAFE"“” ” LANDSCAPE NOTES LEGEND (Symbol Scale May Not Match Plan) 1" = 10' 00 10'20' PLAN REFERENCE SITE INFORMATION FROM PLAN ENTITLED: " TOPOGRAPHIC SURVEY, PREPARED FOR BIG Y, INC., NORTH KING STREET, NORTHAMPTON, MA" SCALE 1" = 20', DATED AUGUST 2018, BY ALFRED BENESCH & CO., 120 HEBRON AVENUE, GLASTONBURY, CT 06033. Landscape DetailsPROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 L-1.1 DECIDUOUS TREE PLANTING N.T.S EVERGREEN TREE PLANTING N.T.S ROOT FLARE DIAGRAM N.T.S 3X ROOT BALL TOP DIAMETER 3X ROOT BALL TOP DIAMETER SHRUB PLANTING N.T.S 3X ROOT BALL TOP DIAMETER SEE NOTE 3X ROOT BALL TOP DIAMETER SEE NOTE D D D D D D D 60° (TYP) SPACING AS SPECIFIED GROUNDCOVER PLANTING N.T.S SUBMERSIBLE PUMP VAPOR RECOVERY/VENT EXTRACTOR MONITORING WELL MULTI PRODUCT DISPENSER INTERSTITIAL MONITOR TANK GAUGING LOCATION VENT PIPING REGULAR GASOLINE PIPING FILL LOCATION MW SUPER GASOLINE PIPING DIESEL PIPING IM STP VR F TG 3+0 CANOPY COLUMN MULTI PRODUCT DISPENSER W/DIESEL 3+1 VENT EXTRACTOR V x x x x x x x x x x x xxxxxxxxxxxxxxxxx x xx3+1 3+13+1 3+1 3+03+0 220 SF KIOSKFY 10' BEYOND TREE BELT10' TREE BELT6'FFFVVRVRATGSTPATGSTPATGSTPMWMW12K SUPER 20K REGULAR 8K DIESEL IMIMMWMWMULTIPRODUCT GASOLINE DISPENSER WITH DIESEL (TYP. 4) 2" NUPI DOUBLE WALL PIPE FOR PRODUCT LINES PITCH 1/8"/FT BACK TO TANKS 5' X 3' CONCRETE DISPENSER ISLAND WITH STEEL FORM (TYP. 6) UNDER DISPENSER CONTAINMENT SUMP WITH MONITOR (TYP. 6) STEEL HORSESHOE BOLLARD 20000 GALLON DW FIBERGLASS SUPER/DIESEL TANK SPLIT 12K SUPER/8K DIESEL HORSESHOE BOLLARD (TYP. 12) 3" NUPI SINGLE WALL PIPE FOR GASOLINE VENT PITCH 1/8"/FT BACK TO TANK MULTIPRODUCT DISPENSER GASOLINE ONLY (TYP. 2) CANOPY OVER DISPENSER ISLANDS REINFORCED CONCRETE DRIVE MAT WITH POSITIVE LIMITING BARRIER 20000 GALLON DW FIBERGLASS REGULAR TANK 2" NUPI SINGLE WALL PIPE FOR DIESEL VENT PITCH 1/8"/FT BACK TO TANK UST & Piping Plan UST KEY COMPONENTS 010 20 1" = 10' 10 LEGEND UT-1.0 NOTE: PARKING LOT LIGHTING, FUEL CANOPY LIGHTING AND EXTERIOR BUILDING LIGHTING EXCEPT SCONCES ON STOREFRONT TO BE PROVIDED BY OWNER. NO.QTY.ITEM MAKE/MODEL COMMENTS BY Tanks and Dispensers 1 1 20,000 Gallon DW Fiberglass tank Containment Solutions 10' D Split 12K Super/8K Diesel Brine filled annular Owner 2 1 20,000 Gallon DW Fiberglass tank Containment Solutions 10' D Brine filled annular Owner 3 4 3 + 1 Blending Dispenser Gilbarco Encore 700S Owner 4 2 3 + 0 Blending Dispenser Gilbarco Encore 700S Owner Hanging Hardware 5 12 OPW Pre-assembled kit PK-REC0400-H9 for gasoline Owner 6 8 OPW Pre-assembled kit PK-REC0100-L1 for diesel Owner Pump and Tank Equipment 7 3 Single Wall Fiberglass Tank Sump Containment Solutions Octagonal Owner 8 6 Burtco Stainless island forms BURT-SSI-3512-6RC 5' x 3' x 12" w/6" radius corners Owner 9 4 Dispenser Sump NUPI 19TDDS3617 Pre-piped w/6 penetrations and tested Owner 10 2 Dispenser Sump NUPI 19LDDS3617 Pre-piped w/3 penetrations and tested Owner 11 16 Stabilizer Bar NUPI Included in Pre-piped dispenser sump Owner 12 16 Emergency Shut-Off Valve OPW #10P-0152 Included in Pre-piped dispenser sump Owner 13 16 1.5" Flex Connector Included in Pre-piped dispenser sump Owner 14 13 Universal "U" Bollards w/6" radius 1983-4036586 4" O.D. x 36" wide, Steel, Painted Owner 15 1 Vent Cap Diesel OPW 23-0033 2"Owner 16 1 Vent Cap Gasoline OPW 623V-3203 3"Owner 17 3 Submersible Turbine Pump Red Jacket RJ2 2HP Owner 18 3 4" x 15" Black Pipe Nipple for STP 93020297 Owner 19 3 Motor relay/dispenser hook isolation Included in Power Integrity Power Wall Owner 20 3 Full Port Ball Valve OPW 21BV-0200 2" Locking Owner 21 3 Flex Connector Hose Master FSMS120200 Or approved equal Owner 22 5 SW Spill Containment EMCO A1004EVR-317A 5 Gallon SW spill container no drain Owner 23 3 Swivel Fill Adapter EMCO A0030-124S Owner 24 3 Fill Cap OPW 634TT-7085-EVR Owner 25 3 Droptube OPW 71SO0410C 4"x10'Owner 26 3 Riser Seal EMCO 494096 Owner 27 3 Face Seal Adapter OPW FSA400S Owner 28 2 Swivel Vapor Adapter EMCO A0076-124S Owner 29 2 Vapor Cap EMCO A0099-002 Owner 30 1 4" Extractor Pipe Cap Morrison 578 0100 AC Owner 31 5 Monitoring Manholes EMCO A0717-018B Bolt Down 18"Owner 32 4 Monitoring Well Manhole EMCO A0721-108 Bolt Down 8"Owner 33 1 12" Manhole EMCO A0717-122 Owner 34 3 STP Sump Manway Fibrelite FL-100 Owner 35 1 Cover Lifting Handle w/foot pedal Fibrelite FL7A Owner 36 1 Extractor Housing OPW 233-4420 For Diesel Owner 37 2 Extractor Housing OPW 233-4430 For all gas tanks Owner 38 4 Slotted Pipe w/10' of .020 Slot & 3' blank w/plug PVC Well Screen 4" x 13'Owner 39 4 Lockable Cap/Plug for Wellscreen EMCO A0720-001 Or approved equal Owner 40 3 Cap and Ring Kit Morrison 305XPA-1200AK Owner Veeder Root 41 1 Touch Screen Tank Monitor Console Veeder Root TLS 450+ #860091-301 Owner 42 1 VR TLS 450+ Application Software Veeder Root #333545-001 Owner 43 2 VR TLS-450 Univ. Sensor/Probe Interface Module Veeder Root #332812 Owner 44 1 VR TLS-450 Univ. Input/Output Interface Module Veeder Root #332813-001 Owner 45 1 VR TLS-450 Base Compliance LLD Software Veeder Root #332972-009 Owner 46 3 Tank Gauging Probe Veeder Root #846396-109 10' Mag 1 Owner 47 2 Gas Float Kits for Mag 1 probe Veeder Root #886100-000 4" Phase separation float Owner 48 1 Diesel Float Kits for Mag 1 probe Veeder Root #846400-001 Owner 49 3 Electronic Line Leak Detectors (DPLLD)Veeder Root #859080-001 Owner 50 3 STP Sump Sensor Veeder Root #794380-352 Owner 51 6 Dispenser Sump Sensor Veeder Root #794380-322 Owner 52 2 Interstitial Monitor, Secondary Veeder Root #794380-303 Dual Float Owner Miscellaneous Materials Supplied by Owner 53 1 Intercom Console RDA 3M D-2400 78-6911-47 Owner 54 1 Air Tower Excel SC05-BJS Owner 55 0 Area Light (fixture A2 photometric plan)SLM LED 18L SIL 2 UNV 40 70CRI BRZ IL LSI Owner 56 0 Area Light (fixture A3 photometric plan)SLM LED 18L SIL 3 UNV 40 70CRI BRZ IL LSI Owner 57 18 Canopy Light (fixture C1 photometric plan)SCV-LED-10L-SC-40-WHT-HL LSI Owner 58 0 Building Light (fixture W1 photometric plan)XWM 3 LED 03L 40 UE BRZ LSI Owner 59 0 Building Light (fixture W1A photometric plan)XWM 3 LED 03L 40 UE BRZ IMS LSI Owner 60 0 16' square poles for Area Lights LSI Owner 61 1 46' x 76' Six Column Canopy Austin Mohawk Owner Piping Materials Supplied by Contractor 62 Product Piping NUPI Smartflex UL 971 listed 2" Double Wall Contractor 63 Vent Piping, Diesel NUPI Smartflex UL 971 listed 2" Single Wall Contractor 64 Vent Piping, Gasoline NUPI Smartflex UL 971 listed 3" Single Wall Contractor 65 NUPI Entry Boot for fiberglass sump SEBEFM75A For 2" NUPI Double Wall Contractor 66 Bravo F Series F-17-SS For Conduit 3/4"Contractor 67 Nupi Pipe Fittings All fittings required which are not included in pre-piped sumps Contractor PROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 PLAN REFERENCE SITE INFORMATION FROM PLAN ENTITLED: " TOPOGRAPHIC SURVEY, PREPARED FOR BIG Y, INC., NORTH KING STREET, NORTHAMPTON, MA" SCALE 1" = 20', DATED AUGUST 2018, BY ALFRED BENESCH & CO., 120 HEBRON AVENUE, GLASTONBURY, CT 06033. DISPENSER DATA WIRING CABLE #JACK #LOCATION/DESCRIPTION CABLE COLOR TERMINATION LOCATION 21 D0021A Dispenser #1 Yellow Data Rack D0021B Dispenser #2 Yellow Data Rack 22 D0022A Dispenser #3 Yellow Data Rack D0022B Dispenser #4 Yellow Data Rack 23 D0023A Dispenser #5 Yellow Data Rack D0023B Dispenser #6 Yellow Data Rack 24 D0024A Dispenser #7 Yellow Data Rack D0024B Dispenser #8 Yellow Data Rack 25 D0025A Dispenser #9 Yellow Data Rack D0025B Dispenser #10 Yellow Data Rack 26 D0026A Dispenser #11 Yellow Data Rack D0026B Dispenser #12 Yellow Data Rack CANOPY CAMERA WIRING CABLE & JACK NO.LOCATION/DESCRIPTION CABLE COLOR TERMINATES IN CLOSET C0001 Canopy Camera #1 White Data Rack/Camera Server C0002 Canopy Camera #2 White Data Rack/Camera Server C0003 Canopy Camera #3 White Data Rack/Camera Server C0004 Canopy Camera #4 White Data Rack/Camera Server C0005 Canopy Camera #5 White Data Rack/Camera Server C0006 Canopy Camera #6 White Data Rack/Camera Server C0007 Canopy Camera #7 White Data Rack/Camera Server C0008 Canopy Camera #8 White Data Rack/Camera Server C0009 Canopy Camera #9 White Data Rack/Camera Server C0010 Canopy Camera #10 White Data Rack/Camera Server C0011 Canopy Camera #11 White Data Rack/Camera Server C0012 Canopy Camera #12 White Data Rack/Camera Server x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxx3+1 3+13+1 3+1 3+03+0 220 SF KIOSKFY 10' BEYOND TREE BELT10' TREE BELT6'FFFVVRVRATGSTPATGSTPATGSTPMWMW12K SUPER 20K REGULAR 8K DIESEL IMIMMWMW3/4" CONDUIT FOR TANK GAUGE PROBE (TYP. 3) 3/4" CONDUIT FOR TANK INTERSTITIAL MONITOR (TYP. 2) FOUR 3/4" CONDUIT FOR POWER, DATA, DISPENSER SUMP MONITOR, AND SPARE (TYP. 6) TWENTY FIVE (25) 3/4" CONDUITS SEVEN (7) 1" CONDUITS TWO (2) 1 1/4" CONDUITS TWO 3/4" CONDUITS TO VENT RISERS FOR FUTURE USE TOTAL OF THIRTEEN (13) 3/4" CONDUITS TO TANK FIELD 3/4" CONDUIT FOR MONITOR SYSTEM SUMP SENSOR AND PLLD (TYP. 3) ONE 3/4" CONDUIT TO AIR MACHINE ONE 1 1/4" AND ONE 1" CONDUIT TO CANOPY (TYP. 2) CANOPY LIGHT FIXTURE (TYP. 18) SEE SHEET C-6.0 FOR SPECIFICATION CCTV CAMERA (TYP. 12) FEED ONE CAT 6A CABLE123456781112#4#2#1#8#7#6#5#12#11910#10#9ONE 1" CONDUIT TO CANOPY (TYP. 3) 3/4" CONDUIT FOR AC POWER TO SUBMERSIBLE PUMP (TYP. 3)#3TWO 1" CONDUITS TO CANOPY Electrical Conduit Plan ELECTRICAL CONDUIT NOTES 1.INSTALL NEW SEAL FITTINGS (EYs) AT BOTH ENDS OF ALL CONDUITS TO TANK FIELD EQUIPMENT, VENTS AND DISPENSERS. 2.NEW UNDERGROUND CONDUITS TO BE PVC, WITH 24" MINIMUM BURIAL AND TRANSITION TO STEEL NOT LESS THAN 24" BEFORE EMERGENCE. UT-2.0 010 20 1" = 10' 10 2 NOT TO SCALE 18" 20' 18" Dispensers 20'20'20'2 0 ' DISPENSING AREA Class 1, Div. 1 Class 1, Div. 2 CLASS 1 ELECTRICAL AREA AT DISPENSERS Classified Areas Adjacent to Dispensers as Detailed in Table 8.3.2. [NFPA 30A:Figure 8.3.2a]18"3 NOT TO SCALE CLASS 1 ELECTRICAL AREA AT TANKS 5' 5'18"Classified Areas Vicinity of Underground Tank as Detailed in Table 8.3.2. [NFPA 30A] TANK AREA Class 1, Div. 1 Class 1, Div. 2 FILL SUMPS ARE DIV. 1 NOTE: ALL SUMP ENCLOSURES ON TANK TOP ARE CLASSIFIED DIV. 1 NOTE: INSIDE OF TANK IS CLASSIFIED DIV. 1, ZONE 0 4 NOT TO SCALE CLASS 1 ELECTRICAL AREA AT VENTS VENT AREA Class 1, Div. 1 Class 1, Div. 2 Classified Areas Vicinity of Tank Vents as Detailed in Table 8.3.2. [NFPA 30A] 5'10' 12' MIN.PROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 PLAN REFERENCE SITE INFORMATION FROM PLAN ENTITLED: " TOPOGRAPHIC SURVEY, PREPARED FOR BIG Y, INC., NORTH KING STREET, NORTHAMPTON, MA" SCALE 1" = 20', DATED AUGUST 2018, BY ALFRED BENESCH & CO., 120 HEBRON AVENUE, GLASTONBURY, CT 06033. 12'-0" MIN. ABOVE FINISH GRADE6'-0"4'-0"2'-0"G.I. COUPLER FINISH GRADE CONC. FOOTING 4' MIN. TO FACE OF CURB VENT CAP TRANSITION TO STEEL RISER W/FEMALE ADAPTER. COAT ANY BURIED METAL COMPONENTS IN DIELECTRIC TAPE OR BARRIER COATING 'U' BOLLARD PROTECTION 3" Ø G.I. VENT RISER, FOR MULTIPLE UST'S 2" Ø G.I. VENT RISER, FOR DIESEL VENT RACK 2-3" SCH 40 RISERS APPROX. 4' CENTERS 1 SCALE: NTS VENT RISER SINGLE WALL VENT LINE TO TANK. SLOPE 1/8"/FT. MIN. TO TANK UNI-STRUT BAR AND FASTENER 3/4" RADIUS (TYP.) "U" BOLTS (TYP.) ELBOW & FEMALE THREADED ADAPTER (TYP.) 2" DIESEL VENT LINE SCH. 40 STEEL VENT RISER 3"x 8'-0" SCH. 40 STEEL SUPPORTS PROTRUDING 6'-0" ABOVE GRADE 12" x 2'-0" CONCRETE BASE (TYP.) 2 PLAN VIEW VENT RISERS 42" SCALE: 1"=1'-0" 3" GASOLINE VENT LINE 2 3/4" CONDUITS FOR FUTURE USE X X X X6"6" FOR ISLAND MATS 8" FOR TANK MAT 8" COMPACTED GRAVEL BASE CONCRETE PAVEMENT AND EXPANSION JOINT DETAIL SCALE: 3/4"=1'-0"3 CONCRETE [4000 PSI 28 DAYS] SLAB WITH FIBERMESH AND 6" X 6" W2.9/W2.9 WWM PROVIDE 1/2" EXPANSION JOINT WHERE CONCRETE SLAB MEETS CURBS, PUMP ISLANDS, OR ANOTHER CONCRETE SLAB. MAINTAIN A MAXIMUM DISTANCE OF 50'-0" OC BETWEEN JOINTS 1'-1"PREFORMED STEEL ISLAND FORM TANK OVERLAP TOP AND BOTTOM REINFORCING BY 12" MIN. ALL EDGES8" CONC. SLAB#4 REBAR @ 1' CENTERS BOTH WAYS FOR 2' AROUND MANWAY IN UPPER 1/3 OF MAT 1"-112 " MIN. CROWN FOR ALL MANWAYS 6" X 6" W2.9 X W2.9 WWM IN BOTTOM 13 OFMAT. OVERLAP 1' MIN WITH REBAR ABOVE 2" MIN. CONCRETE MAT REINFORCING @ MANWAYS DETAIL SCALE: 1/2"=1'-0"8 5' x 5' x 34" BOARD (SEE SUMP INSTALLATION INSTRUCTIONS)3' MIN.LU KTSYPHONLU 3' MIN. 120"XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXANCHORING CROSS SECTION SEE DETAIL 8 ON THIS SHEET FOR REINFORCEMENT AROUND STP MANWAYS 2'-0" MIN. 20,000 GALLON DOUBLE WALL GASOLINE UST (REGULAR) 12" MIN. SELECT FILL PER MFR'S SPECIFICATION (WASHED PEA GRAVEL) PROVIDE KEYLOCK JOINT (PLASTIC OR ALUMINUM) AT CENTERLINE BETWEEN TANKS 20,000 GALLON DOUBLE WALL SPLIT COMPARTMENT UST (12K SUPER/8K DIESEL) FILTER FABRIC SELECT FILL PER MFR'S SPECIFICATION (WASHED PEA GRAVEL) NATIVE SOIL STEEL SHEETING (IF REQ'D) PRECAST DEADMAN ANCHORS SUPPLIED BY TANK MFR. FILTER FABRIC WRAPS UNDER SELECT FILL 1 2 3 4 8765LC 109 1211 13 14 15 16 17 COMP-A 12000 X X X X X X X X X X X XXXXXXXX NATIVE SOIL FILTER FABRIC DEADMAN ANCHOR STRAPS AND TURNBUCKLES SUPPLIED BY TANK MFR. PRECAST DEADMAN ANCHORS SUPPLIED BY TANK MFR. SELECT FILL PER MFR'S SPECIFICATION (WASHED PEA GRAVEL) OVERFILL DROP TUBE 6" MAX.1 2 3 4 8765 LC 109 1211 13 14 15 16 17 X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 2'-0" MIN. OVERFILL DROP TUBE COMP-B 8000 X X X X TANK GAUGING PROBE VAPOR RECOVERY MANWAY SPILL CONTAINMENT FILL MANWAY INTERSTITIAL MONITORBITUMINOUS ASPHALT PAVING SUMP SENSOR SUBMERSIBLE TURBINE PUMP 8" THICK 4000# CONCRETE WITH FIBERMESH AND WELDED WIRE MESH REINFORCEMENT ADDITIONAL REINFORCEMENT AROUND STP MANWAYS SEE DETAIL 8 ON THIS SHEETXXXXXTANK GAUGING PROBE VAPOR RECOVERY MANWAY SPILL CONTAINMENT FILL MANWAY INTERSTITIAL MONITOR BITUMINOUS ASPHALT PAVING SUMP SENSOR SUBMERSIBLE TURBINE PUMP 8" THICK 4000# CONCRETE WITH FIBERMESH AND WELDED WIRE MESH REINFORCMENT ADDITIONAL REINFORCEMENT AROUND STP MANWAYS SEE DETAIL 8 ON THIS SHEET 18 STEEL SHEETING (IF REQ'D.) NATIVE SOIL FILTER FABRIC DEADMAN ANCHOR STRAPS AND TURNBUCKLES SUPPLIED BY TANK MFR. PRECAST DEADMAN ANCHORS SUPPLIED BY TANK MFR. SELECT FILL PER MFR'S SPECIFICATION (WASHED PEA GRAVEL) STEEL SHEETING (IF REQ'D.) 2'-0" MIN. 2'-0" MIN. 2'-0" MIN. NOT TO SCALE CONFIRM DETAIL WITH PIPE MANUFACTURER 12" MIN ASPHALT/ OTHER COVER 6" MIN CONCRETE 6" MIN DISTANCE BETWEEN OUTSIDE OF PIPING RUN AND THE TRENCH WALL 4" MIN BETWEEN PIPING RUNS 6" MIN BACKFILL 6" MIN BEDDING SELECT BACKFILL (WASHED SAND OR 3/8" PEA GRAVEL FILTER FABRIC IF IN HIGH GROUNDWATER NUPI PIPING TRENCH DETAIL5 4- 3/4" O.C. MIN. 24"O.C. 1'-7 3/4" 3/4" MIN. SQUARE GROVES 9 SCALE: 1"=1'-0" POSITIVE LIMITING BARRIER NOTES: THE POSITIVE LIMITING BARRIER TO BE 5 CONTINUOUS SQUARE GROOVES 3/4" X 3/4" DEEP, ON 4 3/4" CENTERS WITH CROSS INTER-CONNECTING GROOVES. THE OUTSIDE GROOVE TO BE AT LIMITS OF HAZARD PROTECTION AREA AND THE POTENTIAL SPILL AREA TO BE WITHIN THIS PROTECTION AREA. GROOVES MAY BE SAW CUT OR SCORED INTO CONCRETE. GROOVES MUST BE KEPT CLEAN OF DIRT AND DEBRIS. SCALE 1/4" = 1'-0" TANK END SECTION4 SCALE 1/4" = 1'-0" 20K COMPARTMENT TANK CROSS SECTION5 UST Details SCALE 1/4" = 1'-0" 20K TANK CROSS SECTION6 UT-3.0PROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840 8' APPROX.VALENCE DISPENSER PRODUCT PIPING STABILIZER BAR KIT UL LISTED DOUBLE POPPET SHEAR VALVE FINISH GRADE CONCRETE ISLAND CONDUITLESS DISPENSER SUMP 3'-0" DISPENSER ISLAND END SECTION NOT TO SCALE ENTRY FITTING PRODUCT PIPING ELECTRICAL CONDUIT 2 MONITORING WELL SCALE: 3/4"=1'-0"3 1'-0"2'-0"VARIES2'-0"BOTTOM OF TANK EXCAVATION BOTTOM OF TANK HOLE EXCAVATION PVC INTERNAL BOTTOM PLUG 4" SCH. 40 PVC PIPE WITH MIN. 30 - .020" SLOTS/FT BACKFILL AROUND PIPE WITH FINE PEA GRAVEL 2" SCH. 40 PVC PIPE TO VENT STAND 4" SCH 40 PVC PIPE (NO SLOTS) BENTONITE SEAL LOCKABLE PVC ADAPTER 12" BOLT DOWN MANHOLE WITH MONITORING WELL SYMBOL AIR TOWER IN GRASS AREA SCALE: 3/4"=1'-0"4 TIRE GUAGE, INC. MODEL SC05SS/VAC. 3'-0"3'-0"8"NOTE: REFER TO MANUFACTURER INSTRUCTIONS FOR COMPLETE INSTALLATION REQUIREMENTS. 3/4" RIGID CONDUIT 12" MIN. BELOW FINISHED GRADE4'-134"CONCRETE [3000 PSI 28 DAYS] PAD 6" COMPACTED GRAVEL BASE WEDGE ANCHOR BOLTS, SEE MANF. INSTALLATION DETAILS FOR SIZE AND CLEARANCE REQUIREMENT. ELEVATIONPLAN 0" 4 38"4 34" 15" 18 78" CONCRETE FOOTING 1'-0" 1 TYPICAL DISPENSER ISLAND WITH DIESEL 66V1'-6"2'-6"PAINTED STEEL 4" HORSESHOE BUMPER (TYP. 2) BLENDING DISPENSER ELECTRICAL CONDUITS PLUS 1 PRODUCT PIPING WHERE APPLICABLE DISPENSER SUMP SENSOR CONCRETE ISLAND EXPANSION JOINT 87 89 93 $ 66V PRODUCT PIPING 10LB A:B:C: FIRE EXTINGUISHER AT CANOPY COLUMN. MAX MOUNTING HEIGHT 54" 5'-0" 1'-0" SCALE 3/4" = 1'-0" 1'-0" MIN 7"± 18"± 5'-0" CANOPY COLUMN UST Details UT-4.0PROPOSEDCONVENIENCE/FUELFACILITYNORTH KING STREETNORTHAMPTON, MAAlfred Benesch & Company 120 Hebron Avenue Glastonbury, Connecticut 06033 860-633-8341 2145 Roosevelt Avenue PO BOX 7840 Springfield, MA 01102-7840