Compiled Permit Set -post hearingLIST 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
PERMIT PLAN SET
Prepared By:
CONSULTANTS
www.Benesch.com
120 Hebron Avenue, Second Floor
Glastonbury, CT 06033
P 860-633-8341
F 860-633-1068
FEBRUARY 09, 2021
Rev. March 16, 2021
Rev. April 2, 2021
Rev. May 28, 2021
CS
SV.01
C-0.0
C-1.0
C-1.1
C-1.2
C-1.3
C-1.4
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
STRIPING PLAN
EV CHARGER AND BIKE PAD
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 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.)
EXISTING MAPLE TREES
TO BE PRESERVED. SEE
LANDSCAPE PLAN FOR
DETAILS.
EXISTING LIGHT FIXTURE TO
REMAIN AND BE PROTECTED
SAWCUT PAVEMENT (TYP.)
REMOVE BOLLARDS (TYP.)
TEMPORARY STOCKPILE
WITH SURROUNDING
HAYBALES
TEMPORARY CONCRETE
WASHOUT WITH HAYBALE
BARRIER
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.)
H
B
SS
SS
SS
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
CATCH BASIN TO BE REMOVED DURING THE
CONSTRUCTION OF THE TANKS AND THEN
RE-INSTALLED WITH NEW BASIN AFTER SHORING IS
REMOVED.
15" CPP TO BE ABANDONED IN PLACE
WITHIN VICINITY OF MAPLE TREE.
CAP EITHER END AND FILL WITH
FLOWABLE FILL.
REMOVE PORTION OF 15" CPP
WITHIN TANK FIELD AND UP TO
DRAINAGE MANHOLE.
REWORK EXISTING CATCH BASIN
FOR NEW 15" PIPE AND REMOVAL OF
EXISTING PIPE.
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
SS 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 PlanPLAN 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
020 40
1" = 20'
20
x x x xxxxPINE BROOK CURVECOOKE
AVENUENORTH KING STREETPINE
B
R
O
O
K
C
U
R
V
E312 SF KIOSKFY 10' BEYOND TREE BELT10' TREE BELT6'3+1
3+13+1
3+1
3+03+0 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 PlanPLAN 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
040 80
1" = 40'
40
x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxx312 SF KIOSKFY 10' BEYOND TREE BELT10' TREE BELT6'3+1
3+13+1
3+1
3+03+0
x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxx312 SF KIOSKFY 10' BEYOND TREE BELT10' TREE BELT6'3+1
3+13+1
3+1
3+03+0
12'26'39.8'
50'78'28'30.7'22.1'45'15.4'26' O.C.
18' O.C.26' O.C.29'18'8'8'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 @ 4.5' ℄ 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'
R8'
R8'
R3'
R3'
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
34.6'
50.5'
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
LIMIT OF PAVING
R1'
FREESTANDING SIGN
24'
R19'
R64'
LEGEND
PROPERTY LINE
BUILDING
CONCRETE PAVEMENT
BITUMINOUS PAVEMENT
PROPOSED CURB
EXISTING CATCH BASIN
BOLLARD 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-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.
020 40
1" = 20'
20
x x x x x xxxxxxxxxxNORTH KING STREETPINE
B
R
O
O
K
C
U
R
V
E312 SF KIOSKFY 10' BEYOND TREE BELT10' TREE BELT6'3+1
3+13+1
3+1
3+03+0
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
PINE BROOK CURVECOOKE
AVENUENORTH KING STREETPINE
B
R
O
O
K
C
U
R
V
E312 SF KIOSKFY 10' BEYOND TREE BELT10' TREE BELT6'3+1
3+13+1
3+1
3+03+0
x x x x x xxxxxxxxxxNORTH KING STREETPINE
B
R
O
O
K
C
U
R
V
E312 SF KIOSKFY 10' BEYOND TREE BELT10' TREE BELT6'3+1
3+13+1
3+1
3+03+0
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-1.3
Striping Plan
TANKER ACCESS/EXITCOOKE AVE
.NORTH KING ST.SCALE: 1" = 200'
CONCEPT AREA - SEE ENLARGED PLAN
4" DYCL
6" WHITE LINE
6" BROKEN WHITE LINE
12" WHITE LINE
2'
2'
0.5'
2'
14'
2'
14'
10'
20'
12'
20'
12'
12'
12" STOP LINE
12" STOP LINE
12" STOP LINE
30" STOP SIGN
30" STOP SIGN
30" STOP SIGN
WHITE EPOXY TRAFFIC PAINT OVER
SIMULATED BRICK PAVERS
4" DYCL
4" DYCL
4" SYEL
DIRECT BURIAL JUNCTION BOX
TWO POSITION LEVEL 2
EV CHARGING STATION
1 1/4" PVC SCH 40 CONDUIT
TWO (2) 1" PVC SCH 40 CONDUIT
6" CONCRETE [4000 PSI 28 DAYS] SLAB
WITH FIBERMESH AND 6" X 6" W2.9/W2.9
WWM FOR ELECTRIC BIKES
3/4" PVC SCH 40 CONDUIT FOR
BIKE CHARGING STATION POWER
CONTRACTOR IS RESPONSIBLE TO DETERMINE
AVAILABLE PANEL CIRCUITS FROM AMONG MULTIPLE
PANELS IN THIS VICINITY AND PROVIDE TWO 208V 40A
CIRCUITS AND ONE 15A SINGLE PHASE 120V CIRCUIT
STUB UP 3/4" RIGID GALVANIZED STEEL
REFER TO BEWEGEN PUBLICATION
SR-DPS-KWNP FOR LOCATION DETAILS
EV PAVEMENT MARKING
BLUE ACCESSIBLE
PARKING STRIPING
SIGN - RESERVED PARKING
EV ONLY (TYP. 2)
5' WIDE CONCRETE ACCESS
WALK/BIKEWAY
BLUE PARKING STRIPING
BOTH SIDES OF EV SPACES
12'
2 - 3" DATA CONDUITS TO KIOSK
3
UT-3
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.C-1.1
EV Charging
Station & Bike
Charging Mat
020 40
1" = 20'
20
NOTES:
1.UNDERGROUND CONDUIT SHALL BE POLYVINYL CHLORIDE (PVC)
2.ALL ELBOWS, SWEEPS, AND VERTICAL RISERS SHALL BE RGS.
3.INTERIOR ABOVE GROUND POWER BRANCH CIRCUITING HOME RUNS
SHALL BE ELECTRICAL METAL TUBING (EMT) EXCEPT AS LIMITED BY NEC.
41.5'
x x x x x xxxxxxxxxxNORTH KING STREETFY 10' BEYOND TREE BELT10' TREE BELT6'3+1
3+13+1
3+1
3+03+0
1
4
6
1
4
7 147146145
14
6 146147.14
147.14
146.00146.16
146.31
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=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
SAN INV: 142.00
132' - 6" SDR-35 @ 1.00%
MIN.
CONTRACTOR TO FIELD
VERIFY DEPTH OF EXIST.
SMH AND CONNECT
TO EXIST. PUMP TO BE
REUSED. CONTRACTOR TO
MAINTAIN POWER TO
PUMP AND ADJUST PUMP
FLOATS AND CYCLING AS
NEEDED
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' 1
2" TYPE K COPPER
WATER SERVICE
WITH 5
8" METER IN KIOSK
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: 139.21
RELOCATE UTILITY POLE GUY WIRE
COORDINATE WITH UTILITY OWNER
LIMIT OF DISTURBANCE (TYP.)
2 - 3" CONDUITS FOR COM SERVICE
HANDHOLE/JUNCTION FOR
COMMUNICATION LINES
2 - 3" CONDUITS TO BUILDING
RUN TO DATA CENTER IN MEZZANINE
2 - 3" CONDUITS TO KIOSK
1
4
6
146MANHOLE
TF: 146.85
INV N/S: 141.84
INV E: 142.00
10' - 15" HDPE @ 2.0%
5' - 15" HDPE @ 2.0%
4' - 12" PVC DRAIN @ 1.00%
6' - 12" PVC DRAIN @ 1.00%
MANHOLE
TF: 148.20
INV E/W: 143.06
41' - 15" HDPE @ 2.0%
52' - 15" HDPE @ 2.0%
TC=147.07
BC=146.57
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 PSI 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
10X4'-0" MIN.(FIN. GRADE TOFIRM BEARING)2" THICK R-10 MIN. RIGID
INSULATION2'-0" MIN.4" CONCRETE SLAB REINFORCED W/66 - W1.4 X
21.4 WWM OVER 10 MIL VAPOR BARRIER ON 12"
STRUCTURAL FILL
4"6"
10"
2 #5 T&B
PREFAB WALL SYSTEM
(BY OTHERS)
1/2" PREMOLDED JOINT FILLER
UNDISTURBED SOIL IF
DETERMINED SUITABLE
BY GEOTECHNICAL
ENGINEER
6" STONE
FOUNDATION WALL FOR KIOSK SLAB
N.T.S.5
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
ROOF LEADER
PVC ADAPTER
JOINT 1' MIN.
BLDG.
FND. WALL
6 ROOF & CANOPY LEADER BOOT
PVC PIPE
ROOF LEADER BOOT
ADAPTER
HDPE
SCALE: N.T.S.SCALE: NOT TO SCALE9 80"FIN. GRADE
EXISTING
SUBGRADE
3" MIN.42"EXISTING GRADE
2" SQUARE GALV. TUBE PVC
COATED FENCE POST W/CAP
10" DIA. CONC. FT'G.,
3000 PSI CONC. MIN.
SIGN PROVIDED BY
OTHERS, INSTALLED
BY G.C.
EV CHARGING STATION PARKING SIGN30"30"18'10'
ELECTRIC VEHICLE
CHARGING SIGN WALK
PAINTED GREEN
BORDER (TYP.)
EV PARKING
CL
4" PAINTED
STRIPING
(GREEN)
WHITE
BACKGROUND
PAINTED GREEN
EMBLEM (TYP.)
SCALE: NOT TO SCALE8
CL CL
EV CHARGING STATION PARKING
9'3'-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
7
4" BOLLARD
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
NOTE: FOR LINE STRIPING AND EV
LOGO PAINTING AT CHARGERS
CONTACT JONATHAN WILK
413-467-7750
AUTOLINESMARKINGS@YAHOO.COM
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.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5.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
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) TYP
30"
(760 mm)
18" DEPTH OF CRUSHED STONE BASE
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24" (600 mm).
9" DIAMETER BORING WICK DRILLED THROUGH VARVED
CLAY LAYER (APPROX. 48') TO BE LINED WITH 8" PVC
PIPE AND FILLED WITH 3/4" WASHED CRUSHED STONE
VARVED CLAY LAYER TO
DEPTH OF APPROX. 48'
FINE SAND LAYER
6"
(150 mm) MIN
51" (1295 mm)48' ±
FILTER
FABRIC
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
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
18" COMPACTED 3/4"
WASHED CRUSHED STONE
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"2'18"6"
8"2'-6"8"
PIPE
5 SCALE: N.T.S.
LEACHING CATCH BASIN W/ MANHOLE TOP48'±VARVED CLAY LAYER TO
DEPTH OF APPROX. 48'
FINE SAND LAYER
9" DIAMETER BORING WICK
DRILLED THROUGH VARVED
CLAY LAYER (APPROX. 48')
TO BE LINED WITH 8" PVC
PIPE AND FILLED WITH 3/4"
WASHED CRUSHED STONE
FILTER FABRIC
PVC CASING TO EXTEND
MIN. 6" INTO SAND LAYER
CRUSHED STONE TO EXTEND MIN 12"
BELOW CASING INTO SAND LAYER
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
312 SF KIOSK3+1
3+13+1
3+1
3+03+0
ORDER: XWM 3 03L 50 UE BRZ
Photometric
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/C2
1" = 10'
00 10'20'
C1 C1
W1
W1W1
W1 W1
W1
FIXTURE W1
C2 C2
C2 C2
C2 C2
C1 C1C1
C1
C2 C2
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 Details
CONSTRUCTION ENTRANCE (CE)
N.T.S.
SILT SOCK
N.T.S.
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'
HAYBALES
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
PUB
LI
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
6" MIN. DEPTH
FILTER FABRIC
COMPACTED SUBGRADE
ANGULAR STONE
6" 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.
2"x2"x36" WOOD STAKES PLACED
10' O.C.
FILTREXX FILTER SOXX OR
APPROVED EQUAL
3"
12"
MIN.
12"
SECTION
PAK CLAD
(TYP.)
50'-0"
16'-0"18'-0"16'-0"
BOLLARD ISLAND
PROTECTION (TYP.)
Scale: 1/4'=1'-0"
SOUTH ELEVATION (NORTH SIM.)2
RED REVEAL
(TYP.)
A
3'-0"
CANOPY COLUMN WRAPPED
TO MATCH SD-2
HARDIE PLANK AUTUMN TAN
BRICK
BRICK SILL
H
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BRICK G
BRICK SILL GT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\De
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T:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgR
2'-6"
POWER INTEGRITY INTEGRATED
POWER AND CONTROL CABINET
12'-0"DATA RACK
TIME CLOCK
FIRE EXTINGUISHER 40 BC
FASCIA
BEAN TO CUP
VEEDER ROOT
HEATER
HAND DRYER
EXHAUST FAN
MILLWORK TO BE
PROVIDED BY BIG Y
ALL ELECTRICAL IN THIS
MILLWORK TO BE PROVIDED
BY CONTRACTOR
CUSTOMER COUNTER
SØ60"
26'-0"
POS 1
GFI
DUPLEXCARDSWIPER2'-0"POS 2
OVERHEAD MONITOR FOR FUELING CAMERAS
LOTTERY MACHINE
VOLUMATIC
6'-0"10"GFIS
NITROGEN RELEASE BOTTLE FOR
FIRE SUPPRESSION SYSTEM
8'-91
4"11'-6"A
B
C
D
26'-0"26'
6"
2"
4"
12'
6"
TYP
12'-0"
46 3/4"
35 1/4"
42"
102"
CEILING
HEIGHT
A.F.F.
ELEVATION A ELEVATION B ELEVATION C ELEVATION D
SMOOTH FASCIA MATCH
COLOR SHERWIIN WILLIAMS
TANNERY, TYP
72"
TRANSACTION DRAWER
G
RED REVEAL, TYP
BRICK
(TYP.)
EXHAUST FAN
18"
RS
STOREFRONT FRAMING
(TYP.)
78'-0"
26'-0"26'-0"13'-0"13'-0"
BOLLARD ISLAND
PROTECTION (TYP.)
GASOLINE
DISPENSER ON
CONC. ISLAND
(6 TOT.)
GRADE
Scale: 1/4'=1'-0"
EAST ELEVATION1
LOGO
TOTAL SIGN AREA 22.24 S.F.30.0"106.75"36.0"14'-6"T:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\Details\ACAD\_BENESCH\1a-Gasoline station\Div 18 Store Design\Big Y\Big Y Kiosk_Canopy\Washington_Cherry Canopy Col.jpgT:\De
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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
A
G
H
R
S
COLOR SIERRA TAN (PAC CLAD ALUMINUM)
ENDICOTT "RED BLEND SMOOTH" THIN BRICK
WASHINGTON CHERRY (STONEWOOD ARCHITECTURAL
PANEL)
CARDINAL RED REVEAL (PAC CLAD ALUMINUM)
BRONZE ALUMINUM STOREFRONT
EXTERIOR FINISHES
NOTE: FLOOR PLAN IS SCHEMATIC IN
NATURE. REFER TO MANUFACTURERS
DRAWINGS TO FINAL LAYOUT.
312 SF KIOSK3+1
3+13+1
3+1
3+03+0
4 AF
1 CO
1 CC4 JV
2 CS 7 CS
PLANT BED FOR SEASONAL PLANTINGS BY
OWNER ALONG FENCE (REFER TO NOTES
FOR SOIL AND MULCH REQUIREMENTS)
27 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.)
+
+
+
+
+
+
+
+
+
+
2 EXISTING LOCUST TREES:
CLEANLY REMOVE LOWER
BRANCHES TO APPROX. 7 ' HT. TO
IMPROVE SIGHT LINE. PRUNE ANY
DEADWOOD IN UPPER BRANCHES.
5 CA
5 CA
30 CP
30 CP
23 CP
PLANTED MOUND
SLOPING UP TO 1' HT.
PLANTED MOUND
SLOPING UP TO 1'-6" HT.
PLANTED MOUND
SLOPING UP TO 1'-6" HT.
+++++++++
++
+
++++
+
+
+
+
+
+
+
+
++
+
DECIDUOUS TREE PLANTING
EVERGREEN TREE PLANTING
SHRUB PLANTING
GROUND COVER PLANTING
LAWN SEED MIX
MULCH BED
+
+
Landscape Plan
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.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
Landscape
Details
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 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
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 xxxxxxxxxxxxxxxxxxxx312 SF KIOSKFY 10' BEYOND TREE BELT10' TREE BELT6'3+1
3+13+1
3+1
3+03+0 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 TO BE PROVIDED BY
OWNER.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.
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 6 Canopy Light (fixture C1 photometric plan)CRUS-AC-LED-SLW-30 LSI Owner
56 8 Canopy Light (fixture C2 photometric plan)CRUS-SC-LED-SLW-30 LSI Owner
57 6 Building Light XWM 3 LED 03L 30 UE BRZ IMS LSI Owner
58 1 50' x 78' Six Column Canopy Austin Mohawk Owner
Piping Materials Supplied by Contractor
59 Product Piping NUPI Smartflex UL 971 listed 2" Double Wall Contractor
60 Vent Piping, Diesel NUPI Smartflex UL 971 listed 2" Single Wall Contractor
61 Vent Piping, Gasoline NUPI Smartflex UL 971 listed 3" Single Wall Contractor
62 NUPI Entry Boot for fiberglass sump SEBEFM75A For 2" NUPI Double Wall Contractor
63 Bravo F Series F-17-SS For Conduit 3/4"Contractor
64 Nupi Pipe Fittings All fittings required which are not included in pre-piped sumps Contractor
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 xxxxxxxxxxxxxxxxxxxx312 SF KIOSKFY 10' BEYOND TREE BELT10' TREE BELT6'3+1
3+13+1
3+1
3+03+0 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. 14)
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 OF
MAT. OVERLAP 1' MIN WITH REBAR ABOVE
2" MIN.
CONCRETE MAT REINFORCING
@ MANWAYS DETAIL
SCALE: 1/2"=1'-0"8
5' x 5' x 3 4" 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
XXX4'-0" MIN.(FIN. GRADE TOFIRM BEARING)2" THICK R-10 MIN.
RIGID INSULATION2'-0" MIN.4" CONCRETE SLAB REINFORCED W/66 - W1.4 X
21.4 WWM OVER 10 MIL VAPOR BARRIER ON 12"
STRUCTURAL FILL
4"6"
10"
2 #5 T&B
PREFAB WALL SYSTEM
(BY OTHERS)
1/2" PREMOLDED JOINT FILLER
UNDISTURBED SOIL IF
DETERMINED SUITABLE
BY GEOTECHNICAL
ENGINEER
6" COMPACTED STONE
KIOSK FROST WALL
SCALE: 1/2"=1'-0"5
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