HomeMy WebLinkAboutSite Plan (3)ZONE Table for C-1 Zone
Area Frontage Front Yard Rear Yard Side Yard Height
Req'd/Allowed 40,000 sq.ft. 150 ft. 30' 30 ft. 15 ft. 35 ft.
Existing 41,673 sq.ft. 185.00 ft. 81.5 ft. 41.6 ft. 72.1 ft. 14 ft*
_..
is height of building, height of canopy is 19.4'
!� t
REQUIRED PROPOSED
PARKING SPACES 7 11
PARKING CRITERIA (9'x18MIN.) RETAIL - CONVENIENCE STORE GAS SALES: 5 SPACES PER 1,000 GSF
a � T 1,207 GSF 5 SPACES PER 1,000 GSF = 7 SPACES
7 SPACES REQUIRED TOTAL
268 `� ...
n/f
Laurence P. Eiden, Jr.
GENERAL NOTES:
1. LOCATION OF LINES, VENTS,
VEEDER ROOT, SENSORS,
FUEL/TANK MONITORING SYSTEMS,
IN -TANK PROBES AND PLLD'S
SHOWN IS APPROXIMATE AND
MAY VARY BASED ON FIELD
CONDITIONS. CONTRACTOR TO
VERIFY WITH MANUFACTURER FOR
ACTUAL LOCATIONS PRIOR TO
INSTALLATION.
2. CONTRACTOR IS RESPONSIBLE
FOR ENSURING A STABLE SLOPE
AND TEMPORARY DE -WATERING.
1 85.00' '22 W
Y,
INSTALL NEW DOUBLE WALL FIBERGLASS PRODUCT PIPING:
• C20A DPW FLEXWORKS 2" DOUBLE WALL GASOLINE
\ PRODUCT PIPING INSIDE 4" XP PIPE DUCTING (PITCH 76"
ped.xing PER FT BACK TO TANKS
\ )
-control DPW 3" SW STAGE I MANIFOLD &GAS VENT LINES
\ �• �� 1�`�'-• -� "` ~ `UrPboxO \ • DPW 2" SW DIESEL VENT LINES
1il
\cb t/f=429.65' i
� C i mailbox /*I
PARKING STRIPES To BE {0 f ��� PROD T '11,, ��
RE -PAINTED (VMITE)-TYP. 3p. F % ^e \•.
• �., Y `�� { f� & PRI
,� �` .SfGN.......
\„FIBERGLASS MANHOLE
\`WITH "THE RED y
JAChJRT" SUBMERSIBL ,
TURBINE PUMP (TYP
a. I 9.0'
18. cb t/f
NV.=4=244.2787.
stockpile temp.
S
,
"-
INV24:52 S "
_:__� ,.,,,�«� ...,�� ., � �� y �.., 'til �•�� I �
81. NO LEFT
TURN SIGN `
Zoo
REFURBISH EXISTING
FENT AS 0'D
O�
( ' G E` m J
U-BOLLAR PG E�EV\��l
\ \ ! 15 �,A \
C11 (D
Cs! (D OPOSED VENT
J n RISERS AND OVERFIL ( F\
0
N w.� ALAf21 PANEL v ����
(SEE DETAIL 2/S-3 r
S„ --esu P of
EW H C.NO LEFT TURN `
b � � i
PACKING SIGN �Nl •� �p a� a SIGN + C_
VAN ACCESS(P E)
k�� Vq +
\H Co
i� if i 2 42 • ±5.0' \ l
1 P P 4. ad p
" f Af DITIOI�i ,i. : -OTNU ° �o
o i O
aIM • l' l
0Ui ID
' !L
O
pbj
llL..---- existing
\ 2 9
> FF=429.3' b R
420 • ROVIDE 4' MI1 . ��
. I b DOGLEG ON 2'
/\ �;: r 4 • FRP PIPE FO `
wf 5 P __. ��� a� � ROVIDE 6" MIN. FLEXIBI ',,�" ✓
AT
RALLA PIPE
PERATIoON (TYP.•; a
�;,. z' A CROSSINGS m w
wf 3 """ v' `h INCLUDING M
sj CONDUIT
.'! \ 421 \ ��� �� I I (TYP.)
PACES., PROPOSED 12'x23'15'`
FENCED TRASH 9.0 '.
) vacuum ~ ENCLOSURE ON 12'x23'
wf 6 - /
SIGN
/TANK VENTS
UNDERGROUND
PRESSURE TREATED
legend
VIOLATORS
JVILL BE FINED
1.
REGULATORY
proposed bollard
2C
NO ARROW
31-0629(P)
PROVIDE Y2"x6" DECK -O -FOAM PEEL-AWAY TOP
12"X18"
HANDICAPPED
REGULATIONS, SECTIONS 22a -449(d)-1. AND SECTIONS 22a -449(d) 101-113".
31-0629(R)
kerosine tank & pump
BLUE ON
PARKING
STATE PERMIT
♦��
31-0629(D)
Wo
SILVER
REQUIRED
FIBERMESH & 6"x6"
exist stockade fence
PREFABRICATED
III ROOF LEADER. CONNECT TO
S.T.C.
WOOD RAILS & PICKETS
CONNECTICUT STATE BUILDING CODE.
SEPERATOR (ALL EMS77NG CANOP6" MIN.
(% WIRE GAUGE) 4000
MIN. FINE:
♦�
31-0629(L)
O
catch basin
$150
mw
moniter well
aux-x-x_.�d
SIGN
gas pump island
UNDERGROUND LIQUID STORAGE SYSTEMS".
0
thI
traffic hand -hold
4" WIDE PAINTED
VAN YELLOW STRIPES
2' 0. C. (TYP.)
z_
ACCESSABLE
00
Lau
8' MIN.
HANDICAPPED PARKING DETAIL_
( VAN ACCESSAB LE)
N.T.S.
STEEL "U" Z x
SHAPED Q
BOLLARD
(TYP.)
I �
I
FINISH
GRADE
° ..A
,.
777.-
< I
O
a I
TYPE "K2"
BITUMINOUS CONCRETE
LIP CURB SECTION
NOT TO SCALE
CONCRETE
FOOTING
a
N
I -III- I �I I I=1I1=1I �
E0BASE
1-1/2" CLASS 2 BIT. CONC.
TOP COURSE
1-1/2" CLASS 1 BIT. CONC.
BINDER COURSE
8" PROCESSED STONE \
`- APPROVED COMPACTED
SUBGRADE
(SEE D.O.T. FORM 816)
MINIMUM PAVEMENT SECTION
STOCKADE FENCE AT TRASH ENCLOSURE
_ * to Score
4"x4" POST
/TANK VENTS
UNDERGROUND
PRESSURE TREATED
legend
_ _= AT PLANT,._
1.
•b
proposed bollard
2C
A
air pump
PROVIDE Y2"x6" DECK -O -FOAM PEEL-AWAY TOP
I
ice dipencer
REGULATIONS, SECTIONS 22a -449(d)-1. AND SECTIONS 22a -449(d) 101-113".
k
kerosine tank & pump
•
NFPA 30 "FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE"
guard rail
CONC. SLAB w/
Wo
exist well
M OF 50'-0" O.C. BETWEEN JOINTS
FIBERMESH & 6"x6"
exist stockade fence
PREFABRICATED
III ROOF LEADER. CONNECT TO
utility pole
WOOD RAILS & PICKETS
CONNECTICUT STATE BUILDING CODE.
SEPERATOR (ALL EMS77NG CANOP6" MIN.
(% WIRE GAUGE) 4000
•
•
light pole
RAIN LEADER PIPES TO BE
O
catch basin
PETROLEUM EQUIPMENT INSTITUTE GUIDELINES "RECOMMENDED PRACTICES FOR INSTALLATION OF
mw
moniter well
aux-x-x_.�d
®
gas pump island
UNDERGROUND LIQUID STORAGE SYSTEMS".
evergreen tree
thI
traffic hand -hold
APPLICABLE LOCAL CODES.
�-�
wetlands demarcation
-
§t
traffic cntrl sign
•
MANUFACTURER'S RECOMMENDATIONS.
silt fence
1. FENCE TO BE 6 FT. HIGH
i I-1111 I
12" STABILIZED
2. FINISHED SIDE OF FENCE TO
FACE TOWARD ABUTTING PROPERTIES.
3. RAILS AND PICKETS TO BE PRESSURE
TREATED.
,E
U -BOLLARD DETAIL_ @ CANOPY f
/TANK VENTS
UNDERGROUND
FUEL TANK INSTALLATION NOTES:
N. T. S.
_ _= AT PLANT,._
1.
INSTALLATION MUST ADHERE TO:
CLETHRA ALNIFOLIA
2C
•
CT DEEP "REGULATIONS OF CONNECTICUT STATE AGENCIES. UNDERGROUND STORAGE TANK
PROVIDE Y2"x6" DECK -O -FOAM PEEL-AWAY TOP
ITER VIRGINICA
10
REGULATIONS, SECTIONS 22a -449(d)-1. AND SECTIONS 22a -449(d) 101-113".
EXP. JOINT SEALER w/SIKAFLEX WHERE CONC.
GRACE HENDRICK PHILLIPS
BOXWOOD
•
NFPA 30 "FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE"
SLAB MEETS CURBS, PUMP ISLANDS OR ANY
OTHER CONC. SLAB. MAINTAIN MAX. DISTANCE
CONC. SLAB w/
NFPA 30A "CODE FOR MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES".
"STANDARD
M OF 50'-0" O.C. BETWEEN JOINTS
FIBERMESH & 6"x6"
NFPA 10 FOR PORTABLE FIRE EXTINGUISHERS".
III ROOF LEADER. CONNECT TO
W2.9/W2.9 WWM
•
CONNECTICUT STATE BUILDING CODE.
SEPERATOR (ALL EMS77NG CANOP6" MIN.
(% WIRE GAUGE) 4000
•
•
FEDERAL UST REGULATIONS, SEE 40 CFR, PARTS 280 & 281 AS REVISED 10/2015.
NFPA 70 2014 EDITION.
RAIN LEADER PIPES TO BE
PSI -F C 28 DAYS
�
PETROLEUM EQUIPMENT INSTITUTE GUIDELINES "RECOMMENDED PRACTICES FOR INSTALLATION OF
CONNECTED)
_,_XZX-x_x
aux-x-x_.�d
6" FOR ISLAND MAT
UNDERGROUND LIQUID STORAGE SYSTEMS".
a
8" FOR TANK MAT
•
APPLICABLE LOCAL CODES.
-INSTALL HS -20 1,500 GALLON
-
•
MANUFACTURER'S RECOMMENDATIONS.
OIL WATER /GRIT SEPERATORI
i II
i I-1111 I
12" STABILIZED
BY UNITED CONCRETE PROD.
SUBGRADE
COMPACTED TO MIN. 95% DENSITY
2.
CONTRACTOR MUST COMPLETE ALL MANUFACTURER'S CHECK SHEETS AND PROVIDE COPIES TO OWNER AT
COMPLETION OF WORK.
OR APPROVED EQUAL TF. AND
INVS TO BE SET IN FIELD
3.
CONTRACTOR MUST USE PERSONNEL CERTIFIED BY ALL EQUIPMENT SUPPLIERS AS QUALIFIED TO PERFORM
CONIC. PAVEMENT & EXP. JOINT D E TA _ THE REQUIRED SCOPE OF WORK.
N. T. S. 4. POST CONSTRUCTION FACILITY TESTING BY AN INDEPENDANT TESTING FIRM APPROVED BY OWNER TO
INCLUDE:
0 PRECISION TESTING OF NEW PRODUCT LINES
�, 4 8'-10' O.C. . PRESSURE DECAY TESTING OF SYSTEMS
- r _ • ALL RESULTS TO BE DOCUMENTED AND DOCUMENTS PROVIDED TO OWNER AND AS REQUIRED TO
REGULATORY AUTHORITIES.
w f 1 �v �, \ 41.6 f F 18.0'd
b f / 2 SP4CES
propana.. tank
BLACK LEFT \ntainmel,t, ,_,� q a-� - 2 g
`�
ti r
TURN ARROW I.pipe nd,held) wf 7 \ \ M1Wo
` 2 5.00'tl,w. PROPOSED STOCKADE
I
BLACK OUTLINE WITH S 04
49$" " E
.,., �..,� ,, FENCE NEW FENCE
WHITE BORDER AT EDGE wf 8 ' w �' 115.LC:
�,..
RED GRAPHIC f M4•, x� I.pi e(fnd,#�1 23`
NO LEFT TURN SIGN
SHALL BE 24"W X 24"H
Notes:
1. The Survey Type is a Property Survey and the
Boundary determination category is Resurvey.
2. North is based on Map reference #1.
3. Vertical datum is based on NAVD 88.
4. The property is in the C-1 District and the abutting
property is in a residential District.
5. Area of the property = 41,673 sq. ft.
0.95 ac.
6. Wetland delineation by Environmental Planning Services
and field located by North Star Surveying & Engineering LLC.
7. Field topography was done during times of moderate
snow cover. Catch basins were snow packed and other
features may have been obscured.
ONLY MINOR RE -GRADING �`��M_.w.d.--.:.._ I ��.. 42 425
PROPOSED IN REAR OF Laurence P.
BUILDING FOR PROPOSED
" 0
WALKIN COOLER ON CONC. -
PAD FOR 4279 428 AND 429.
Map References:
1. Proposed & LOt Subdivision, Property of & Prepared
for Laurence Eiden, Conn. Route No. 82 & 168,
Montville, Connecticut, Scale 1"=60', June 8,1993,
rev. July 19,1993 & Sept. 13,1993, by Charles H. Dutch
2. Connecticut State Highway Department, Right of Way Map,
Town of Montville, Raymond Hill Road from the Norwich-Hadlyme
Road SoEasterly to Oxoboro Brook, Route No. 163, No. 85-02,
sheet No. 1 of 8, Scale:1 "=40'Dec. 31, 1936 rev. to October
4,1976.
3. Connecticut State Highway Department, Right of Way Map,
Town of Montville, Norwich-Hadlyme Road from Gardner Lake
M.E. Church Easterly about 5,800 feet. Route No. 153, No. 939,
Sheet No. 1 of 2, Scale 1"=40', Sept. 30,1929 rev to November
28,1973.
4. Property of Gas Town Inc., Route 163 & Route 82, Montville,
Conn. Surveyed for James A. Noble, Scale:1 "=20', 12-6-71 by
Edward J. Bazzell.
5. Getty Petroleum Corp. Site Plan, Rt 82 Rt. 163, Montville, CT
4/28/87 by Conrad R. Decker, Judd Road, Otis, Mass.
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT.
THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES
SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE ST�
CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.ON
SEPTEMBER 26,1996 AND CONFORMS TO HORIZONTAL ACCURACY CLASSIFICATION OF A-2 AND
VERTICAL CLASSIFICATION OF T-2
ioo�. 12882
RICHARD P. MARTEL LIC. No.
SEDIMENTATION AND EROSION CONTROL NOTES
1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL
EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION.
2. HAYBALES, IF USED, ARE TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36"
WOODEN STAKES PER BALE.
3. ALL EROSION CONTROL MEASURES ARE TO ;BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY.
4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES
SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY
PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN
AGENCY.
5. ALL PROPOSED CATCH BASINS ARE TO BE RINGED WITH HAYBALES DURING CONSTRUCTION.
6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER
POSSIBLE.
7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH
OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE.
8. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURIN3 CONSTRUCTION IF DEEMED NECESSARY
OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT.
9. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND.
10. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION.
SEEDING SCHEDULE
ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND L-IMESTONE (EQUIVALENT
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135
POUNDS PER 1000 SQ. FT.
PERMANANT VEGETATION COVER
SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1
USE THE FOLLOWING MIXTURE:
KENTUCKY BLUEGRASS 45%
CREEPING RED FESCUE 45%
PERENNIAL RYEGRASS 10%
APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED
AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS SER ACRE.
TEMPORARY VEGETATIVE COVER
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
ANNUAL RYEGRASS 100%
APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH
AT 2 TONS PER ACRE.
\ PLANTING DETAIL
\ NOT TO SCALE
LN -L --7a.
1) ALL UNDERGROUND PLUMBING, ELECTRICAL CONNECTIONS AND CONDUITS ARE NEW AND TO BE CONNECTED TO NEW TANKS, POWER
OF DISPENSERS, STP'S VEEDER ROOT AND FUEL/TANK MONITORING SYSTEMS. (CONTRACTOR TO SUPPLY NEW IN -TANK PROBES AND
P LLD'S)
2) NEW DOUBLE WALL FIBERGLASS (1) 12,000 GALLON (12k REGULAR) AND (1) 12,000 GALLON (SPLIT 8k DIESEL/4k SUPER) TANKS
WILL BE APPROX. 8'0071.
3) CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ELEC. EQUIPMENT AND LOCATIONS IN FIELD PRIOR TO START OF
CONSTRUCTION.
(POST, ,
EX_ SOIL 4' LOCATION, ORIENTATION AND PLACEMENT OF GASOLINE TANKS MUST COMPLY WITH ALL ZONING REGULATIONS AND BUILDING
CODES PER THE TOWN OF MONTVILLE, CT (OAKDALE, CT).
5) CONTRACTOR TO INSTALL NEW DISPENSERS AND SALVAGE EXISTING ISLAND FORMS.
6) CONTRACTOR TO INSTALL NEW ELECTRICAL AS NEEDED TO POWER NEW FUEL TANKS, VEEDER ROOT SUMP SENSORS AND
FUEL/TANK MONITORING SYSTEMS.
PROPOSED LANDSCAPE LEGEND
SYMBOL
COMMON NAME
BOTANICAL NAME
QT[
_ _= AT PLANT,._
RPM
SUMMERSWEET
CLETHRA ALNIFOLIA
2C
2 GAL.
SCALE
VIRGINIA SWEET
ITER VIRGINICA
10
2 GAL.
+
O
GRACE HENDRICK PHILLIPS
BOXWOOD
BUXUS MICROPHYLLA
'GRACE HENDRICK PHILLIPS'
9
2 GAL.
ANGLE 10' UPSLOPE BACKFILL THE TRENCH
FILTER FOR STABILITY AND AND COMPACT THE
FABRIC SELF CLEANING. EXCAVATED SOIL.
FLOW - COMPACTED
100' BACKFILL
C
0
BOTTOM OF
DRAINAGE WAY
EEL
LLL L
O i A LLLLLLLL BB LL LLLLLLLLLLLL L A
LL tLttLL LL Lt
POINTS "A" SHOULD BE
HIGHER THAN POINT "B"
ELEVATION
PLAN VIEW
SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT
Placement & Construction Of
A Synthetic Filter Harrier
I\1. T. S.
7) CONTRACTOR TO BACKFILL TANK EXCAVATION AS PER MANUF. RECOMMENDATIONS.
8) CONTRACTOR TO FORM AND POUR NEW 8" THICK CONCRETE TANK MAT WITH WIRE MESH REINFORCEMENT AT NEW FUEL TANKS.
MAT SIZE TO EXTEND 24" BEYOND EDGE OF TANKS ON ALL SIDES. (TYP.)
9) CONTRACTOR SHALL SAWCUT, REPAIR AND REPLACE ANY AND ALL DAMAGED/DISTURBED ASPHALT MATERIALS) AND CONC. MATS
ASSOCIATED WITH THIS TANK AND PIPING PROJECT. DRIVE MATS MUST MAINTAIN MIN. 6" THICKNESS WITH WIRE MESH
REINFORCEMENT. ALL NEW NEW ASPHALT TO MATCH EXISTING THICKNESS.
1C) ALL FILL, VAPOR AND TLS RISERS TO BE 4" GALVANIZED PIPING.
1" REFER TO SHEET S-3 FOR TANK DETAILS AND SHEET S-4 FOR ELECTRICAL WIRING DIAGRAM AND DETAILS.
12) CONTRACTOR SHALL CALL "CALL BEFORE YOU DIG" AT 800-922-4455 OR 811 AT LEAST 72 HOURS PRIOR TO START OF
CONSTRUCTION.
SITE PIAN
prepared for-,
LEEMILT'S PETROLEUM, INC.
612 Norwich -Salem Turnpike (Route 82)
Oakdale(Montville),Connecticut
4 0' 60'
pC�C�C�9dT
MAY 2 7 2020 Q
ey_�2,4
North Star Surveying & Engineering LLC
998 Farmington Avenue
West Hartford, CT 06107 860-233-6312
DRAWN
DA TE
RPM
2/4/2020
APPR 0 VED
DA TE
SCALE
SHEET
PROJECT NO.
1" = 20'
S-2
922
DISPE
DISPE
PROD
STABI
BAR
CRAS
DOUB
POPP
SHEA
ELEC.
COND
PROD
PIPIN,
ENTR ,
SECTION — JUNCTION SUMP SECTION — END SUMP
TYPICAL DISPENSER ISLAND DETAILS
SCALE 3/4'
4" MIN. TO FACE OF CURB
VENT CAP (THREADED)
—ATMOSPHERIC
FOR GASOLINE
—PRESSURE FOR DIESEL
O 3" 0 SCH 40 G.I. VENT RISER FOR MULTIPLE
I
Lj UST'S AND 2" 0 SCH 40 G.I. VENT RISER FOR
DIESEL (TOPS—THREADED)
C
MOUNT OVERFILL ALARM
o AT VENT RISER
VENT RACK 2-3" SCH 40 RISERS
= I
±48" O.C.
cn
2" SCH 40 PVC RISER FROM
w �I MONITORING WELLS
M
UNI—STRUT BAR AND FASTENER
i 'U' BOLLARD PROTECTION
FREE—STANDING
VENT RISER DETAIL
SCALE 1 " = 1'-0"
G.I. COUPLER
FINISH GRADE
(1) RIGID F.G. VENT LINE TO TANK. (GASOLINE)
(1) RIGID F.G. VENT LINE TO TANK. (DIESEL)
SLOPE 1 /8"/FT. MIN. TO TANK
I TRANSITION TO STEEL RISER w/STAINLESS
STEEL FLEX CONNECTOR, WRAP ANY BURIED
GI RISER IN DIELECTRIC TAPE OR BARRIER
COATING
2" SOLID PVC MANIFORD FOR
MONITORING WELLS
CONC. FOOTING
R
BOLTS
E ISLAND
')H GRAD
1.5"
S
EX
OR
EN SER
/IENT
U ivi r-
(CONDUITLESS)
DISPENSER
DISPENSER
PRODUCT PIPING
STABILIZING
BAR KIT
CONC. ISLAND---\
CRASH VALVE
DOUBLE
POPPET
SHEAR VALVE
PRODUCT
PIPING
+1 PRODUCT PIPING -
(WHERE APPLICABLE)
6/6—W4.OxW4.0 WWM IN
TOP Y3 OF MAT.
—x ------- X=:x x - x x
2" MIN.
5'x5'x3/4" BOARD
(SEE MANUF. DETAILS
FOR INSTALLATION
INSTRUCTIONS)
SIDE SECTION
#4 REBAR @ 1' O.C.
BOTH WAYS FOR 2'
AROUND MANWAY IN
LOWER)/ OF MAT
S.S. ISLAND STEEL "U"
FORMS @ SHAPED
GASOLINE BOLLARD
DISPENSERS (TYP.) o
Zo
ELEC. CONDUIT CL 'r, ,
DI SPEN SER 10"
ANCHOR BOLTS
FINISH
1 _ GRADE
BRAIDED 1.5"
STAINLESS -
STEEL FLEX o
c�
CONNECTOR
F.G. DISPENSER
CONTAINMENT
SUMP CONCRETE
(CONDUITLESS) - FOOTING
DISPENSER
SUMP SENSOR
VEEDER ROOT
(ELECTRONIC
LINE LEAK
DETECTION).'_, :..
Y2"-1 " CROWN FOR ALL
MANWAYS
x x xx x r x 8" CONC. SLAB
OVERLAP WWM AND BARS
AT ALL EDGES
ii 11 11 111111 TANK1' 111 11 11 11 11
CONC. REINFORCEMENT @ MANWAY DETAIL
SCALE 1" =
ASPHALT -
12" BOLT DOWN MANHOLE w/ CONCRETE
MONITORING WELL SYMBOL
LOCKABLE PVC ADAPTER 4" MIN.
SELECT
BACKFILL 4" MIN.
BENTONITE SEAL (WASHED SAND
OR 3/8" PEA' 'y
4" SCH 40 PVC PIPE '
8" THICK 4,000 P.S.I. CONCRETE MAT AT U.G. TANK FILLING AREA REINFORCED WITH 1
SUBMERSIBLE LAYER OF 6/6—W4.OxW4.0 WELDED WIRE MESH SET IN TOP Y3 OF MAT AND #4 REBAR
TURBINE PUMP MANHOLE PROVIDE KEYLOCK AT 12 O.C. BOTH WAYS FOR 2 FEET AROUND MANWAY AT BOTTOM V3 OF CONC. MAT.
CONTAINMENT COVER JOINT (PLASTIC OR SEE MANUF.'S SPECIFICATIONS FOR AIR ENTRAINMENT, ETC.
BOWL ALUMINUM) AT
BIT PAVEMENT SUMP SENSOR CENTERLINE BETWEEN 12" MIN.
TANKS
x x ,x x x
NOTES:
1. LOCATION OF LINES, VENTS, VEEDER
ROOT, SENSORS, FUEL/TANK
MONITORING SYSTEMS, IN -TANK
PROBES AND PLLD'S SHOWN IS
APPROXIMATE AND MAY VARY BASED
ON FIELD CONDITIONS. CONTRACTOR
TO VERIFY WITH MANUFACTURER FOR
ACTUAL LOCATIONS PRIOR TO
INSTALLATION.
2. CONTRACTOR IS RESPONSIBLE FOR
ENSURING A STABLE SLOPE AND
TEMPORARY DE -WATERING.
GRAVEL) 6" MIN. FILTER FABRIC IF IN
(NO SLOTS) HIGH GROUNDWATER
6„
MIN. DISTANCE
4" MIN. DISTANCE BETWEEN OUTSIDE OF
BETWEEN PIPING RUNS PIPING RUN AND THE
BACKFILL AROUND PIPE .TRENCH WALL (BOTH SIDES)
w/ FINE PEA GRAVEL
5 VENT PIPING TRENCH DETAIL
SCALE 1" = 1'-0"
4" SCH. 40 PVC PIPE
w/MIN. 30—.020"
SLOTS/FT.
RnTTnNA nF
MONITORING WELL DETAIL
SCALE 1 " = 1'-0"
PIPING TRENCH DET/4,L
SCALE 1" = 1'-0"
2" MIN.
SCALE 1/4" = 1'-0"
AUTOMATIC TANK—\
GAUGE (TLS)
INTERSTITIAL
MONITOR MANHOLE
-X x x x x'
4" ANNULAR
SPACE FTG.
8" CONCRETE MAT w/ REBAR AND WIRE MESH REINFORCEMENT (SEE NOTES ABOVE)
FILL SPILL BUCKET w/ OVERFILL PREVENTION DROP -UBE (REGULAR)
ALL GALVANIZED IRON PIPE RISERS IN CONTACT WITH BACKFILL SHALL BE COATED
WITH %" FIBERGLASS COATING ON Y8" EPDXY RESIN COATING (TYP.)
STAGE I VAPOR SET MANHOLE 1" ABOVE MAT GRADE
PICK—UP AND
VENT EXTRACTOR FOR DRAINAGE (TYP.)
SPILL CONTAINMENT MAN -'OLE
3" SINGLE WALL
VAPOR PIPING SUMP SENSOR
BIT. PAVEMENT
CONC. MAT SUBMERSIBLE TURBINE PUMP
-x x x -x x x" X_
x—x x.
2" DOUBLE ALL
998 Farmington Avenue
2"12'
z
4" ANNULAR
12'
INSTALL 8FT DIA. — 12,000
8FT DIA. — 12,000
APPR 0 VED
DA TE
2„ DOUBLE WALL
GALLON DOUBLE WALL SPLIT
GALLON DOUBLE
(TYP.) \t` ,',s: 3?
MANUFACTURER'S
I'%�"
X
COMPARTMENT UST (8,000
WALL UST (12,000
�,
SPECIFICATION
D.
MA
\
�•.r.�;:
GALLON DIESEL AND 4,000 GAL
GAL REGULAR
�< �..
�2-e,`.^i �Z.,.- %�'t'" ..+�^x.,`Z!
,: ,t � ^-.�ts.< f
^,3a•.,+'�
MANUFACTURER
,._ ;
� �. ���
SUPER GASOLINE )
GASOLINE)
.
2'— 0
MIN.
sj} `I
., I°.
%8" STONE PER MANUFACTURER'S
R nTOM OF DEADMEN TO LINE UP WITH
BOTTOM OF TANK
12" PEA GRAVEL BEDDING
AN ANCHORS
(AS REQ'D)
12K REGULAR
X11,
SPECIFICATION WASHED PEA GRAVEL
( )
(WASHED PEA
8
SCALE 1/4" = 1'-0"
k
NATIVE SOIL
8" CONCRETE MAT
i
ABOVE)
PRODUCT PIPING (TYP.)
r
�
STAGE I VAPOR PICK—UP AND
FILL SPILL BUCKET
w/ OVERFILL PREVENTION DROP TUBE (DIESEL)
_
11
GRAVEL)
GEOTEXTILE MATERIAL
ALL GALVANIZED IRON PIPE RISERS IN CONTACT WITH BACKFILL SHALL BE COATED
3" SINGLE WALL VAPOR PIPING
;-
GRAVEL)
PLACED: 24" ABOVE TOP OF
SUBMERSIBLE TURBINE PUMP
STAGE I VAPOR
SET MANHOLE 1" ABOVE MAT GRADE
GAUGE (TLS)
JAW BY JAW TURNBUCKLE MIN.
TANKS, 30" TO BOTH SIDES
FOR DRAINAGE (TYP.)
PREVENTION DROP TUBE (SUPER)
VENT EXTRACTOR
WORKING LOAD 5200# GALVANIZED
OF TANKS AND 12" BELOW
SUMP SENSOR
INTERSTITIAL
2" SINGLE WALL
,
j
NATIVE SOIL
DEADMAN ANCHOR STRAPS BYMANUF.
BOTTOM OF TANKS
VAPOR PIPING
SUMP SENSOR
MANUFAC URER
SUPPLIEDTCONC.
(12
REG
44 40
C ASCI
`
SUBMERSIBLE TURBINE PUMP
DEADMAN ANCHORS
x x x x
x
4 -6
—O
1 —0
(AS REQ'D)
MIN'
12" PEA GRAVEL BEDDING
ANCHORING
CROSS
SECTION
UNDER TANKS (TYP.)
7
GEOTEXTILE MATERIAL
6 SU
NOTES:
1. LOCATION OF LINES, VENTS, VEEDER
ROOT, SENSORS, FUEL/TANK
MONITORING SYSTEMS, IN -TANK
PROBES AND PLLD'S SHOWN IS
APPROXIMATE AND MAY VARY BASED
ON FIELD CONDITIONS. CONTRACTOR
TO VERIFY WITH MANUFACTURER FOR
ACTUAL LOCATIONS PRIOR TO
INSTALLATION.
2. CONTRACTOR IS RESPONSIBLE FOR
ENSURING A STABLE SLOPE AND
TEMPORARY DE -WATERING.
GRAVEL) 6" MIN. FILTER FABRIC IF IN
(NO SLOTS) HIGH GROUNDWATER
6„
MIN. DISTANCE
4" MIN. DISTANCE BETWEEN OUTSIDE OF
BETWEEN PIPING RUNS PIPING RUN AND THE
BACKFILL AROUND PIPE .TRENCH WALL (BOTH SIDES)
w/ FINE PEA GRAVEL
5 VENT PIPING TRENCH DETAIL
SCALE 1" = 1'-0"
4" SCH. 40 PVC PIPE
w/MIN. 30—.020"
SLOTS/FT.
RnTTnNA nF
MONITORING WELL DETAIL
SCALE 1 " = 1'-0"
PIPING TRENCH DET/4,L
SCALE 1" = 1'-0"
2" MIN.
SCALE 1/4" = 1'-0"
AUTOMATIC TANK—\
GAUGE (TLS)
INTERSTITIAL
MONITOR MANHOLE
-X x x x x'
4" ANNULAR
SPACE FTG.
8" CONCRETE MAT w/ REBAR AND WIRE MESH REINFORCEMENT (SEE NOTES ABOVE)
FILL SPILL BUCKET w/ OVERFILL PREVENTION DROP -UBE (REGULAR)
ALL GALVANIZED IRON PIPE RISERS IN CONTACT WITH BACKFILL SHALL BE COATED
WITH %" FIBERGLASS COATING ON Y8" EPDXY RESIN COATING (TYP.)
STAGE I VAPOR SET MANHOLE 1" ABOVE MAT GRADE
PICK—UP AND
VENT EXTRACTOR FOR DRAINAGE (TYP.)
SPILL CONTAINMENT MAN -'OLE
3" SINGLE WALL
VAPOR PIPING SUMP SENSOR
BIT. PAVEMENT
CONC. MAT SUBMERSIBLE TURBINE PUMP
-x x x -x x x" X_
x—x x.
2" DOUBLE ALL
SCALE 1/4" = 1'-0"
��-700 12" MIN. - 24" MAX.
EXISTING OR
PROPOSED GRADE
BACKFILL MATERIAL:
GRAVEL UNDER PAVEMENT AREAS.
EXCAVATED FILL UNDER LAWN AREAS
prep a red for o-
LEEMILT'S PETROLEUM, INC.
612 Norwich—Salem Turnpike
(Route 82)
Oakdale(Montville),
U I I LI I I L�),
ELECTRICAL TRENCH D ET, L 10 SCALE 1" = 1'-0"
SUBSTANTIALLY CORRECT
North Star Surveying & Engineering LLC
998 Farmington Avenue
2"12'
DRA WN
4" ANNULAR
12'
PRODUCT PIPING" w;a.
3/8" STONE PER
APPR 0 VED
DA TE
2„ DOUBLE WALL
STONE PER
,
2
12
(TYP.) \t` ,',s: 3?
MANUFACTURER'S
I'%�"
1
1
�,
SPECIFICATION
DE
MA
STRAPS BY MANUF.
2,
S
t ) : £ l:, f : t >t ` �; :: .:
< �...... ? . �....,., /� \.,,,. � 7 `\ ..,,:. ;.
., ..St .t i ,, S t,,.sz .�::::.: <�f,...r�_.,ia' `,�c;,� 4 ,.s��i,,,¢'�1 },,,,,,,moi
_. t ,.....; r c �. )E i p 7. . i N, . 4 7� , t N, ) ...+�t'^� i� ~� F--"5? _ t f.._."Y, ,.�x•��.��'��
w�_,..��_
�2-e,`.^i �Z.,.- %�'t'" ..+�^x.,`Z!
,: ,t � ^-.�ts.< f
^,3a•.,+'�
MANUFACTURER
SUPPLIED CONC.
R nTOM OF DEADMEN TO LINE UP WITH
BOTTOM OF TANK
12" PEA GRAVEL BEDDING
AN ANCHORS
(AS REQ'D)
12K REGULAR
GASOLINE FUEL TANK
V, tr aIk
:F;4 3;
(WASHED PEA
8
SCALE 1/4" = 1'-0"
(WASHED PEA
2" DOUBLE WALL
8" CONCRETE MAT
w/ REBAR AND WIRE MESH REINFORCEMENT (SEE NOTES
ABOVE)
PRODUCT PIPING (TYP.)
STAGE I VAPOR PICK—UP AND
FILL SPILL BUCKET
w/ OVERFILL PREVENTION DROP TUBE (DIESEL)
_
11
GRAVEL)
VENT EXTRACTOR
ALL GALVANIZED IRON PIPE RISERS IN CONTACT WITH BACKFILL SHALL BE COATED
3" SINGLE WALL VAPOR PIPING
WITH Y" FIBERGLASS COATING ON %" EPDXY RESIN COATING (TYP.)
GRAVEL)
AUTOMATIC TANK
SUBMERSIBLE TURBINE PUMP
STAGE I VAPOR
SET MANHOLE 1" ABOVE MAT GRADE
GAUGE (TLS)
FILL SPILL BUCKET w OVERFILL
PICK—UP AND
FOR DRAINAGE (TYP.)
PREVENTION DROP TUBE (SUPER)
VENT EXTRACTOR
SUMP SENSOR
INTERSTITIAL
2" SINGLE WALL
,
j
NATIVE SOIL
MONITOR MANHOLE
VAPOR PIPING
SUMP SENSOR
„> ->
(12
REG
J AR
C ASCI
E)GEOTEXTILE
SUBMERSIBLE TURBINE PUMP
x x x x
x
:..�x
x x, x —x
MATERIAL
GEOTEXTILE MATERIAL
6 SU
R
GLIM
;'y
( SEE NOTE ABOVE)
(8
IESE
',t,
(SEE NOTE ABOVE)
=3 —JAW
BY JAW
£_7r
JAW BY JAW
�a.
TURNBUCKLE MIN.
TURNBUCKLE MIN.
WORKING LOAD
WORKING LOAD
5200# GALVANIZED
't r
5200# GALVANIZED
I:
DEADMAN ANCHOR
DEADMAN ANCHOR
SCALE 1/4" = 1'-0"
��-700 12" MIN. - 24" MAX.
EXISTING OR
PROPOSED GRADE
BACKFILL MATERIAL:
GRAVEL UNDER PAVEMENT AREAS.
EXCAVATED FILL UNDER LAWN AREAS
prep a red for o-
LEEMILT'S PETROLEUM, INC.
612 Norwich—Salem Turnpike
(Route 82)
Oakdale(Montville),
U I I LI I I L�),
ELECTRICAL TRENCH D ET, L 10 SCALE 1" = 1'-0"
SUBSTANTIALLY CORRECT
North Star Surveying & Engineering LLC
998 Farmington Avenue
2"12'
DRA WN
4" ANNULAR
12'
DM
2/4/2020
APPR 0 VED
DA TE
2„ DOUBLE WALL
STONE PER
,
2
12
EA
AN
SPACE FTG.
1
1
— 1
DE
MA
STRAPS BY MANUF.
2,
S
t ) : £ l:, f : t >t ` �; :: .:
< �...... ? . �....,., /� \.,,,. � 7 `\ ..,,:. ;.
., ..St .t i ,, S t,,.sz .�::::.: <�f,...r�_.,ia' `,�c;,� 4 ,.s��i,,,¢'�1 },,,,,,,moi
_. t ,.....; r c �. )E i p 7. . i N, . 4 7� , t N, ) ...+�t'^� i� ~� F--"5? _ t f.._."Y, ,.�x•��.��'��
w�_,..��_
�2-e,`.^i �Z.,.- %�'t'" ..+�^x.,`Z!
,: ,t � ^-.�ts.< f
^,3a•.,+'�
MANUFACTURER
SUPPLIED CONC.
R nTOM OF DEADMEN TO LINE UP WITH
BOTTOM OF TANK
12" PEA GRAVEL BEDDING
AN ANCHORS
(AS REQ'D)
12K REGULAR
GASOLINE FUEL TANK
CROSS SECTION
UNDER TANKS (TYP.)
8
SCALE 1/4" = 1'-0"
(WASHED PEA
2" DOUBLE WALL
8" CONCRETE MAT
w/ REBAR AND WIRE MESH REINFORCEMENT (SEE NOTES
ABOVE)
PRODUCT PIPING (TYP.)
STAGE I VAPOR PICK—UP AND
FILL SPILL BUCKET
w/ OVERFILL PREVENTION DROP TUBE (DIESEL)
VENT EXTRACTOR
ALL GALVANIZED IRON PIPE RISERS IN CONTACT WITH BACKFILL SHALL BE COATED
3" SINGLE WALL VAPOR PIPING
WITH Y" FIBERGLASS COATING ON %" EPDXY RESIN COATING (TYP.)
GRAVEL)
AUTOMATIC TANK
SUBMERSIBLE TURBINE PUMP
STAGE I VAPOR
SET MANHOLE 1" ABOVE MAT GRADE
GAUGE (TLS)
FILL SPILL BUCKET w OVERFILL
PICK—UP AND
FOR DRAINAGE (TYP.)
PREVENTION DROP TUBE (SUPER)
VENT EXTRACTOR
SUMP SENSOR
INTERSTITIAL
2" SINGLE WALL
SPILL CONTAINMENT MANHOLE
MONITOR MANHOLE
VAPOR PIPING
SUMP SENSOR
„> ->
gIT,
AUTOMATIC TANK GAUGE (TLS)
PAVEMENT
1, CONC. MAT
SUBMERSIBLE TURBINE PUMP
x x x x
x
:..�x
x x, x —x
SCALE 1/4" = 1'-0"
��-700 12" MIN. - 24" MAX.
EXISTING OR
PROPOSED GRADE
BACKFILL MATERIAL:
GRAVEL UNDER PAVEMENT AREAS.
EXCAVATED FILL UNDER LAWN AREAS
prep a red for o-
LEEMILT'S PETROLEUM, INC.
612 Norwich—Salem Turnpike
(Route 82)
Oakdale(Montville),
U I I LI I I L�),
ELECTRICAL TRENCH D ET, L 10 SCALE 1" = 1'-0"
SUBSTANTIALLY CORRECT
North Star Surveying & Engineering LLC
998 Farmington Avenue
West Hartford, CT 06107 860-233-6312
DRA WN
4" ANNULAR
RPM
2/4/2020
APPR 0 VED
DA TE
2„ DOUBLE WALL
STONE PER
,
PROJECT NO.
AS NOTED
S-3
922
SPACE FTG.
3
z: w
PRODUCT PIPING ,\ ,,a i
MANUFACTURER'S
>” 4
SPECIFICATION
fm`s s#r
(WASHED PEA
uM• \,;
GRAVEL)
-
„> ->
NATIVE SOIL
GEOTEXTILE MATERIAL
6 SU
R
GLIM
(8
IESE
',t,
(SEE NOTE ABOVE)
£_7r
JAW BY JAW
TURNBUCKLE MIN.
WORKING LOAD
't r
5200# GALVANIZED
DEADMAN ANCHOR
'¢a
STRAPS BY MANUF,
2"
2'
12'DM
2'z
12"
12
EA
AN
1 1
—�IDMA
MANUFACTURER
v
SUPPLIED CONC.
DEADMAN ANCHORS
(AS REQ'D)
BOTOM OF DEADMEN TO LINE
UP WITH BOTTOM OF TANKS
12" PEA GRAVEL
BEDDING UNDER TANKS (TYP.)
MCC
DETA�LS
6K SUPER
GASOLINE 8K DIESEL
/
FUEL TANK
CROSS SECTION
SCALE 1/4" = 1'-0"
��-700 12" MIN. - 24" MAX.
EXISTING OR
PROPOSED GRADE
BACKFILL MATERIAL:
GRAVEL UNDER PAVEMENT AREAS.
EXCAVATED FILL UNDER LAWN AREAS
prep a red for o-
LEEMILT'S PETROLEUM, INC.
612 Norwich—Salem Turnpike
(Route 82)
Oakdale(Montville),
U I I LI I I L�),
ELECTRICAL TRENCH D ET, L 10 SCALE 1" = 1'-0"
SUBSTANTIALLY CORRECT
North Star Surveying & Engineering LLC
998 Farmington Avenue
West Hartford, CT 06107 860-233-6312
DRA WN
DATE
RPM
2/4/2020
APPR 0 VED
DA TE
SCALE
SHEET
PROJECT NO.
AS NOTED
S-3
922
n/f
Laurence P. Eiden, Jr.
/ wf 1
N
I.p pe
out
0 82
t�
U` ped. xing
~, USPS O
rd,ilbox
I
� `h�mailbox O
CSN E W
(# PROD T
,& PRI
cb t/f=428.32'z�
\
"'4" CONDUIT FOR TANK INV. -424.77 NE
GAUGE PROBE, TANK INV=424.52 SE
AND SUMP SENSORS
(TYP. OF 3)
sp.
?�,A 3/4" CONDUIT FOR A
POWER TO `
o SUBMERSIBLE
mw PUMPS (TYP. OF 3)
` 41_
U-BOLLAR
O
OPOSED VENT i•
RISERS AND OVERFIL \
ALARM\PANEL � (SEE DETAIL 2/S-3)� ` FOUR 3/4" COP
V �t
f 9�- APPROX. LOCATION
OF NIEW `
420 TROUGH ON
BUILDING "EXTERIOR
/ W f 5 (V.I.F. )
421,
_30'R. Y.
wf E5
1
wf 7 \
ELECTRICAL CONDUIT PLAN
SCALE: 1:20
cb t/f=429.65'
ONE 3/4" CONDUIT
AND ONE 1"
CONDUIT ® CANOPY
COLUMN (TYP. OF 2)
2 5
00`
,f
S7804
"w
•', �� • �w� "'"4jy� ` `''`.�.. ' ..W_ �. _ I .pipe (f n
n f
__.
Laurence P. Eiden, J r. i'
ELECTRICAL NOTES:
20*
48"
Vertical Vapor Barrier Class 1 01visian 2 inside
side collanin s (above 4 & i Rches from the bele of
the unit)
Unclassified location area within aiectranics
c a binet j U S only)
Nato: D?visr o a rr 2 for Canada-
-Class
ana a-
aClass 1 Division 1 within Bast area
.— Class I Division 2 within DEE Cabinet! ncludi rtg
Boat
Concrete Base
n P it Box
CLASS 1 ELEC. AREA AT DISPENSERS
SCALE: N.T.S.
VENT AREA
CLASSIFIED AREAS VICINITY OF TANK VEN'S
DETAILED IN TABLE 8.3.2 (NFPA 30A)
CLASS 1 ELEC. AREA AT VENTS
SCALE: N.T.S.
• s CLASS 1, DIV 1
�] CLASS 1, DIV 2
NO
TAI
9
legend
PROVIDE
PROVIDE
•b
existing bollard
A
air pump
I
ice dipencer
k
kerosine tank & pump
UU
guard rail
Wo
exist well
HIGH VOLTAGE
DATA/INTERCOM
exist stockade fence
P INC.
utility pole
PROVIDE
light pole
0
catch basin
°V
moniter well
®
gas pump island
COMPONENTS AT FUEL
evergreen tree
th
traffic hand -hold
—�-�-
wetlands demarcation
�t
traffic cntrl sign
silt fence
TANK AREA
CLASSIFIED AREAS VICINITY OF UNDERGROUND TANK
AS DETAILED IN TABLE 8.3.2 (NFPA 30A)
CLASS 1, DIV 1
CLASS 1, DIV 2
_ SUMPS ARE DIV. 1
8"
CLASS 1 ELEC. AREA AT TANKS
SCALE: N.T.S.
,E
1.
2.
PROVIDE
PROVIDE
NEW NEMA 3R EXTERIOR WIRING TROUGH ON OUTSIDE OF BUILDING
TWO (2) NEW 1" CONDUITS TO CANOPY
ELECTRICAL
CONDUIT PLAN AND DETAILS
3.
4.
PROVIDE
PROVIDE
TWO (2) NEW 3/4" CONDUITS TO CANOPY
FOUR (4) NEW 3/4"CONDUITS AT DISPENSERFOR
SUMP MONITORS
prepared
f or:
5.
6.
PROVIDE
PROVIDE
3„ �S
FOUR (4) NEW /4 CONDUITS AT DISPENSERS FOR
FOUR (4) NEW 3/4" CONDUITS AT DISPENSERS FOR
HIGH VOLTAGE
DATA/INTERCOM
LEEMILT'S
P INC.
7.
PROVIDE
FOUR (4) NEW 3/4" CONDUITS AT DISPENSERS FOR
FUTURE/SPARE
8.
PROVIDE
THREE (3) 3/4" CONDUITS FOR MONITORING S`STEM
COMPONENTS AT FUEL
612
N
Tu r nI ke (Route 82)
TANKS
p
9.
PROVIDE
THREE (3) NEW 3/4" CONDUITS FOR AC POWER AT
FUEL TANKS
Oakdale
M
tv i
I I Co
10.
PROVIDE
ONE (1) NEW 3/4" CONDUIT FOR AIR PUMP
o n
e n n e c
t i c u
t
10.
PROVIDE
ONE (1) NEW 3/4" CONDUIT FOR VACUUM MACHINE
11.
PROVIDE
TWO (2) NEW 3/4" CONDUITS AT VENT STAND FOR
FUTURE USE
12.
PROVIDE
WEATHERPROOF DUPLEX RECEPTACLES ON TOP OF
CANOPY WITH TWO
North Star Surveying & Engineering LLC
13.
CIRCUITS
INSTALL
NEW SEAL FITTINGS (EYs) AT BOTH ENDS OF ALL CONDUIT TO TANK FIELD
998 Farmington Avenue
West Hartford, CT 06107 860-2336312
EQUIPMENT, VENT AND DISPENSERS,
14.
NEW UNDERGROUND CONDUITS TO BE PVC w;1,11NIML" 24"
BURIAL AND TRANSITION
DRAWN
DATE
TO STEEL NOT LESS THAN 24" BEFORE EME�-,`NCE.
20' 40' 60'
RPM
2/4/2020
APPR 0 VED
DA TE
SCALE
SHEET
PROJECT NO.
SUBSTANTIALLY CORRECT
1$9 - 20'
S-4
922