HomeMy WebLinkAboutSite Plan (4)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- WA TERING.
I
18. '
I
10.
I
REFU\SH EXISTING \\
FENCE AS Q'D
U-
BOLLARD
\\ PROPOSED VENT
RISERS AND OVE
\� ALARM PANEL -
(SEE DETAIL 2/5
BLACK LEFT
TARN ARROW
BLACK OUTLINE WITH
WHITE BORDER AT EDGE
RED GRAPHIC
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 P.
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.
TURN SIGN
0'
PARKING SIGN �. t b '1' NO LEFT TURNNEW
0
AN ACCESSI ) X a b' LIMITINPGOSITNE SH I
n..4
k 1I BARRIER (TYP.
\ ` 0 16.83' b
±5 0'
\\° HELCo#45$
<s /
�,oPROP, �
`n °f ADDITION b _ co�cret � p
u Fr =429.3 A Xs:
z a�- .25' ;a t u 4 �o tit �Si
�
111/// ti 12*
.o existingF
co, building
420
FF=429.3 R .
\ \ ` � � `
wf 5
If 3 oAOO
.
421\ ' 2 ! aoc�c ON r
t tt A $ I s �� FRIP PM FOR
z 2 Y -,
-- - -_� CO i ~`!� UE 6" MIN. VEIz SEPERATION AT ALL PIPE "XAL
30MID.)� � `•
/ 4 _ 'R. Y. ��
.y-
- PACES s CONDW -
1111
`"` FENCED ETDR12'x
' 23 9.0 15'
\� 41.b' 18.0 r
2 SPIF4 CES '
\t j
r
\\ 6 , 1111WO
S ` $35 STOCKADE PROPOSED STOCKADE i1
E -.
FENCE NEWFEN
wf 8 \ ..��• CE
m \ - 15"
_ n�f-.� - �-1111._,_ _ I.pipe(fnd,
Laurence P. Eiden,
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 Loke
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:l "=20', 12-6-71 by
Edward J. Bazzell.
4" WIDE PAINTED
YELLOW STRIPES
2' 0. C. (TYP.)
I _ 8' MIN_ I 8' MIN.
i
W A R I n I (-` A D 177) E- n n n n I/ I n I n r-\ r- -r- A 1 1
( VAN ACCESSABLE)
N.T.S.
TYPE "K2"
BITUMINOUS CONCRETE
UP CURB SECTION
NOT TO SCALE
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
r.J T.
CTAI`1/At\r rrelnr a -r
al
POST
SYMBOL
_
PRESSURE TREATED I e
g e n d
.b
SIGN
A
air pump
I
ZONE
Area Frontage
Table for C-1
Front
ZoneNO
I-II-
RS
OTRNED
WILLBE
REGULATORY
ARROW 31-0629(P)
V
u _.v
Req'd/Allowed
40,000 sq.ft. 150 ft.
Yard
30'PARKING
Rear Yard Side Yard Height
12"x18"
HANDICAPPED
33-06 �� 29(R)
mW
moniter well
®
gas pump island
30 ft. 15 ft. 35 ft.
BLUE ON
SILVER
STATE PERMF
REQUIRED
��� 31-0629(D) 8"
---v--v--
Existing
41,673 sq.ft. 185.00 ft.
81.5 ft.
41.6 ft. 72.1 ft. 14 ft*
sift fence
S.T.Q.
MIN. FINE:
/
31 ♦• -0629 L )
2. FINISHED SIDE OF FENCE TO FACE TOWARD ABUTTING PROPERTIES.
3. RAILS AND PICKETS TO BE PRESSURE TREATED.
�y
is height of
building, height of canopy is 19.4'
12882
-� 31,r
i'I 50
SIGN
__0_R=2-
\
3/`' `�' 3, u� GROVES
NOTES_
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- WA TERING.
I
18. '
I
10.
I
REFU\SH EXISTING \\
FENCE AS Q'D
U-
BOLLARD
\\ PROPOSED VENT
RISERS AND OVE
\� ALARM PANEL -
(SEE DETAIL 2/5
BLACK LEFT
TARN ARROW
BLACK OUTLINE WITH
WHITE BORDER AT EDGE
RED GRAPHIC
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 P.
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.
TURN SIGN
0'
PARKING SIGN �. t b '1' NO LEFT TURNNEW
0
AN ACCESSI ) X a b' LIMITINPGOSITNE SH I
n..4
k 1I BARRIER (TYP.
\ ` 0 16.83' b
±5 0'
\\° HELCo#45$
<s /
�,oPROP, �
`n °f ADDITION b _ co�cret � p
u Fr =429.3 A Xs:
z a�- .25' ;a t u 4 �o tit �Si
�
111/// ti 12*
.o existingF
co, building
420
FF=429.3 R .
\ \ ` � � `
wf 5
If 3 oAOO
.
421\ ' 2 ! aoc�c ON r
t tt A $ I s �� FRIP PM FOR
z 2 Y -,
-- - -_� CO i ~`!� UE 6" MIN. VEIz SEPERATION AT ALL PIPE "XAL
30MID.)� � `•
/ 4 _ 'R. Y. ��
.y-
- PACES s CONDW -
1111
`"` FENCED ETDR12'x
' 23 9.0 15'
\� 41.b' 18.0 r
2 SPIF4 CES '
\t j
r
\\ 6 , 1111WO
S ` $35 STOCKADE PROPOSED STOCKADE i1
E -.
FENCE NEWFEN
wf 8 \ ..��• CE
m \ - 15"
_ n�f-.� - �-1111._,_ _ I.pipe(fnd,
Laurence P. Eiden,
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 Loke
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:l "=20', 12-6-71 by
Edward J. Bazzell.
4" WIDE PAINTED
YELLOW STRIPES
2' 0. C. (TYP.)
I _ 8' MIN_ I 8' MIN.
i
W A R I n I (-` A D 177) E- n n n n I/ I n I n r-\ r- -r- A 1 1
( VAN ACCESSABLE)
N.T.S.
TYPE "K2"
BITUMINOUS CONCRETE
UP CURB SECTION
NOT TO SCALE
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
r.J T.
CTAI`1/At\r rrelnr a -r
al
POST
SYMBOL
_
PRESSURE TREATED I e
g e n d
.b
proposed bollard
A
air pump
I
ice dipencer
2 GAL
kerosine tank & pump
I-II-
guard rail
wo
exist well
u _.v
exist stockade fence
PREFABRICATED
WOOD RAILS & PICKETS 0
utility pole
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER
light pole
®
catch basin
mW
moniter well
®
gas pump island
Q10000VES 3J+' XX 3/ 9N 4 3/4' C04nRS WTH CRO55
f `` ''
evergreen tree
th
traffic hand -hold
---v--v--
wetlands demarcation
It
traffic cntrl sign
SEPTEMBER 26,1996 AND CONFORMS TO HORIZONTAL ACCURACY CLASSIFICATION OF A-2 AND
sift fence
1. FENCE TO BE 6 FT. HIGH
VERTICAL CLASSIFICATION OF T-2.
2. FINISHED SIDE OF FENCE TO FACE TOWARD ABUTTING PROPERTIES.
3. RAILS AND PICKETS TO BE PRESSURE TREATED.
U -BOLLARD DETAIL @ CANOPY/TANK VENTS _1111. wVc
UNDERGRLL
OUND FUFI TANK INSTALLATION NOTES -
T_
f I -S. 1. INSTALLATION MUST ADHERE TO:
• ) 101-113".T
PROVIDE N"x6" DECK -O -FOAM PEEL-AWAY TOP REGULATIONS, SECTIONS 22a -449(d)-1. AND SECTIONS 22a-449 d CT DEEP "REGULATIONS OF CONNECTICUT STATE AGENCIES. UNDERGROUND STORAGE TANK
EXP. ,JOINT SEALER w/SIKAFI..EX WHERE CONC. REGUL" (
` a SLAB MEETS CURBS, PUMP ISLANDS OR ANY • NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE"
v OTHER CONC. SLAB. MAINTAIN MAX. DISTANCE CONC SLAB w NFPA 30A "CODE FOR MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES".
OF 50'-0" O.C. BETWEEN JOINTS CONIC.
SL do 6x6" NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS".
/� t�OWWr To FIBERM S & 6 CONNECTICUT STATE BUILDING CODE.
` AT lit c�kol�i 6" MIN. W2 WIRE GAUGE) 4000 FEDERAL UST REGULATIONS, SEE 40 CFR, PARTS 280 & 281 AS REVISED 10/2015.
RM LEAM TO BE PSI-F'C 28 DAYS NFPA 70 2014 EDITION.
yCONMED
PETROLEUM EQUIPMENT INSTITUTE GUIDELINES "RECOMMENDED PRACTICES FOR INSTALLATION OF
1L.' • '�!16;
• MANUFACTURER'S RECOMMENDATIONS.FOR V%_AND MAT JNDERGROUND LIQUID STORAGE SYSTEMS.
#MAA HS -20 I*= GA UN _ _ a FOR TAMC MAT • APPLICABLE LOCAL CODES.
OLWATER/ GMT�A� III-) I I -I f !-I i
By LN&M+�TI£PM. 12' STABILIZED SUBGRADE 2. CONTRACTOR MUST COMPLETE ALL MANUFACTURER'S CHECK SHEETS AND PROVIDE COPIES TO OWNER AT
OR APPROM EGM IF. AMCOMPACTED TO MIN, 957. DENSITY COMPLETION OF WORK.
7V BE.
�� T #4 FVW 3. CONTRACTOR MUST USE PERSONNEL CERTIFIED BY ALL EQUIPMENT SUPPLIERS AS QUALIFIED TO PERF
ORM
CONIC. PAVEMENT & EXP. JOINT DETAIL THE REQUIRED SCOPE OF WORK.
S x
\ T. Q. 4. POST CONSTRUCTION FACILITY TESTING BY AN INDEPENDANT TESTING FIRM APPROVED BY 0
INCLUDE:
8'-10' O,C. • MINER T4
PRECISON TESTING OF NEW PRODUCT LINES
PRESSURE
DECAYOF
ALL RESULTSSYSTEMS
TO BE DOCUMENTED
is
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 7W0 2" X 2" X 36"
WOODEN STAKES PER BALE.
3. AH EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTICN 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 WOOC 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 DURING CONSTRUCTION IF DEEMED NECESSARY
OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT,
9. HAYSALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND.
10. CONTRACTOR TO PERIODICALLY GLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION.
,E
AND
REGULATORY AUTHORITIES. DOCUMENTS PROVIDED TO OWNER AND AS REQUIRED TO
NOTES:
1) ALL UNDERGROUND PLUMBING, ELECTRICAL CONNECTIONS AND CONDUITS ARE NEW AND TO BE CONNECTED TO NEW TANKS, POWER
GRASS
OF DISPENSERS, STP'S VEEDER ROOT AND FUEL/TANK MONITORING SYSTEMS. (CONTRACTOR TO SUPPLY NEW IN -TANK PROBES AND
PLLD'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'Ox37'L.
6" 3) CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ELEC. EQUIPMENT AND LOCATIONS IN FIELD PRIOR TO START OF
CONSTRUCTION.
OF
EX. SUBGRADE OP
TOPSOIL &MEX. SOIL 4) LOCATION, ORIENTATION AND PLACEMENT OF GASOLINE TANKS MUST COMPLY WITH ALL ZONING REGULATIONS AND B
PLANTING DETAIL CODES PER THE TOWN OF MONTVILLE, CT (OAKDALE, CT). UILDING
NOT TO SCALE
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
_
SEEDING SCHEDULE
5. Getty Petroleum
Corp. Site Plan, Rt 82 Rt. 163, Montville, CT
SIZE AT PLANTING
2 GAL.
4/28/87
by Conrad R. Decker, Judd Road, Otis, Mass.
ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF
10
2 GAL
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE
GRACE HENDRICK PHILLIPS
BOXWOOD
BUXUS MICROPHYLLA
'GRACE HENDRICK PHILLIPS'
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10
2 CAL.
922
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW
4- 3/4 MC.
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER
IIT 24'O C.
a.~�.
ACRE OR 135
POUNDS PER 1000 SQ. FT.
NOTE$:
TW I nVE LIMITM BAR 70 BE S CON7MOUS SQUARE
PERMANANT VEGETATION COVER
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT.
THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE
Q10000VES 3J+' XX 3/ 9N 4 3/4' C04nRS WTH CRO55
f `` ''
SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1
AGENCIES
SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
TW OUIME oRCOW Ta BE AT LIMITS OF HAZAW PRMcnoN AREA
.: •= AM 7W POIExnA1. SPILL ARTA IS TO BE WITHIN 7M PROTT"CN
USE THE FOLLOWING MIXTURE:
KENTUCKY BLUEGRASS 45%
CONNECTICUT- AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.ON
CREEPING RED FESCUE 45%
SEPTEMBER 26,1996 AND CONFORMS TO HORIZONTAL ACCURACY CLASSIFICATION OF A-2 AND
'= GRWVES r�AYBE " cur scoREm °"
PERENNIAL RYEGRASS 10%
VERTICAL CLASSIFICATION OF T-2.
cRoovEs MUST BE Ir CLEAN of ART AIaD
*_
APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED
AT A RATE OF
4
500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE.
12882
-� 31,r
TEMPORARY VEGETATIVE COVER
RICHARD P. MARTEL LIC, No.
3/`' `�' 3, u� GROVES
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
POSITIVE LIMITING BA P `P
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.
,E
AND
REGULATORY AUTHORITIES. DOCUMENTS PROVIDED TO OWNER AND AS REQUIRED TO
NOTES:
1) ALL UNDERGROUND PLUMBING, ELECTRICAL CONNECTIONS AND CONDUITS ARE NEW AND TO BE CONNECTED TO NEW TANKS, POWER
GRASS
OF DISPENSERS, STP'S VEEDER ROOT AND FUEL/TANK MONITORING SYSTEMS. (CONTRACTOR TO SUPPLY NEW IN -TANK PROBES AND
PLLD'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'Ox37'L.
6" 3) CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ELEC. EQUIPMENT AND LOCATIONS IN FIELD PRIOR TO START OF
CONSTRUCTION.
OF
EX. SUBGRADE OP
TOPSOIL &MEX. SOIL 4) LOCATION, ORIENTATION AND PLACEMENT OF GASOLINE TANKS MUST COMPLY WITH ALL ZONING REGULATIONS AND B
PLANTING DETAIL CODES PER THE TOWN OF MONTVILLE, CT (OAKDALE, CT). UILDING
NOT TO SCALE
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
SUMMERSWEET
BOTANICAL NAME
CLETHRA ALNIFOLIA
QTY.
20
SIZE AT PLANTING
2 GAL.
RPM
VIRGINIA SWEET
ITER VIRGINICA
10
2 GAL
O
GRACE HENDRICK PHILLIPS
BOXWOOD
BUXUS MICROPHYLLA
'GRACE HENDRICK PHILLIPS'
1 20'
2 CAL.
FILTER ANGLE 10' UPSLOPE
FABRIC FOR STABIUTY AND
SELF CLEANING.
FLOW ---�
:i FE
� D
BOTTOM OF
DRAINAGE WAY
1 ,
.3 .
/ r1 '
1 1
1
1 ,
1 ,
1
PLAN VIEW
(FILL THE TRENCH
COMPACT THE
IVATED SOIL.
iT•_
•11110,_ •:`s
.111111011.- .rrr11r+
rrnra._
-.1410*w 11 rr■11r0rrrr/ �� rR11r11r� -:
-�1111rrr1 rrr11rrr11*r1�1111iir■r-
POINTS *A* SHOULD BE
-v�/ ■1111rurr11ru11u�
-�1 .•1111■■=1111■lii�
HGHER THAN POINT
ELEVATION
SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT
Plaoelmsat & COI sUm atin 0!
A etatbeUc Filter Barrjw
V. 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 MATERIAL(S) 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.
10) ALL FILL, VAPOR AND TLS RISERS TO BE 4" GALVANIZED PIPING.
11) 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 PLAN
prepared for:
LEEMILI III S PETROLEUM, INC.
612 Norwich -Salem Turnpike (Route 82)
Oakdale(Montville),Connecticut
I•■■�
North Star Surveying & Engineering LLC
998 Farmington Avenue
West Hartford, CT 06107 860-233-6312
DRA AW
DATE
RPM
6/23/2020
APPROVED
DATE
SCALE
SHEET
PROJECT NO.
1 20'
S-2
922
�
raEcorr
JUL 13 2020 b �
lBY
thi
At \ \ r8S 4•0
3 22"
OpW
\._ dee� ,Q
p) ,
gi
❑
ped.xing
\ USPS `- troi
ab0
Om�box .:. Cb t/t-428.65' EW
w PROD T
30 F y _ PRI
4 _ SIGN -
n /f .�
Laurence P. Eiden, Jr.
cb t/f= 428.32, , O
CONDUIT FOR TANK - INV=424.INV
24. 52 SE
77 NE
\ GAUGE PROBE, TANK �
S AND SUMP SENSORS
p. (TYP. OF 3)*" CONDUIT FOR
s
o ER TO
SUBMERSIBLE
mw PUMPS (TYP. OF 3)
--- ( �U-BOLLAR } ; = t 15" ONE X" CONDUIT
IQ FOUR -4" CONDUIT`AND ONE
N PROPOSED vErrr _ FOR POWER, DATA,, CONDUIT 4 "CANOPY
�y RIsERs AHD ovERFl , DISPENSER SUMP
ALARM PANEL ti ` unurrna aun cpeR� COLUMN {TYP. OF 2)
04 i% e"t Fv-pl Can ng
S f Mid I --
Lj
ti
08" 1 DWIMM 2
El (Kowdwe
Vertical Vapor Barrier Class 1 Division 2 inside
side eziumns (above 48 irkehes from the base of
the unit)
Unclassified iocatkm area within elec# ni
cabinet JUS only)
Via_ Dhdaforr 2 fort Canada
---Class 1 Visit I within Bit area
—•" Class 1 111v sion 2wirithin DEF Cabinet including
soot
Concrete Base
CLASS 1 ELEC. AREA AT DISPENSERS
SCALE: N.T.S.
Pit Box
9
legend
PROVIDE
ob
existing bollard
A
air pump
I
ice dipencer
kerosine tank & pump
Li Li—
guard rail
wo
exist well
4.
exist stockade fence
FOUR (4) NEW 3/4" CONDUITS AT DISPENSERS FOR
utility pole
prepared or:
light pole
®
catch basin
mw
moniter well
®
gas pump island
FOUR (4) NEW 3/4" CONDUITS AT DISPENSERS FOR
THREE (3) 3/4" CONDUITS FOR MONITORING SYSTEM
evergreen tree
to
traffic hand -hold
— —�—
wetlands demarcation
it
traffic cntrl sign
silt fence
<� � p TANK AREA
existing CLASS 1, DIV 1
\ APPROX. LOCATION buildingp \.
I OF NEW q FF=429.3 ;' VENT AREA
420 TROUGH ON SIXTEEN 34'- CONDUIT CLASS 1, DIV 2
�s BUIIAI G A ONE 4" i FOR DISPENSERS, TMI0
wf 5 Na -F•) coNourr 3=
/ \ EX� 3'4" AND TWO 1"
� . CLASS 1, DIV 1
5
s FOR AIR w CONDUIT AT CANOPY
wf 3 c� MACHINE TOT OF COLUMNS. ` ` CLASS 1, DIV 2
v'
sz
TWENTY-EIGHT _-4"
42 ` Sl I I CONDUITS AND Two 1" ` FILL SUMPS ARE DIV. 1
CONDUITS 4 e
_ NOTE: ALL SUMP ENCLOSURES ON 5,
_ '�Y �� � r ONE 34"_r�CONDUIT FOR , 5' 10 TANK TOP ARE CLASSIFIED DIV 1
VACUUM MACHINE �tg-jN
� ��
-- --�
wf 6 4 2j vacuum ; .''^ 8"
cr
wf 2 t `� 11D,_ O
Ixopanb...,
\ �conta►m
NOTE: INSIDE OF TANK 15
70"� �� ° e/; " CLASSIFIED DIV 1, ZONE 0
d) �� 7 ��,= ��
�� _,
S 49't}�4` ...t 7-4
4
wf 8 15'
"� �, �� Y' CLASSIFIED AREAS VICINITY OF UNDERGROUND TANK
� C �
AS DETAILED IN TABLE 8.3.2 {NEPA 3oA)
/`�� I.pipe(fnd, �` � � CLASSIFIED AREAS VICINITY OF TANK VENTS AS
/ f DETAILED IN TABLE 8.3.2 (NEPA 30A)
24 Laurence P. Eider-, Jr.
\, CLASS 1 ELEC. AREA AT VENTS CLASS 1 ELEC. AREA AT TANKS
3 SCALE: N.T.S. 4 SCALE: N.T.S.
Rj
1 ELECTRICAL CONDUIT PLAN
SCALE: 1:20
ELECTRICAL NOTES:
,E
1.
PROVIDE
NEW NEMA 3R EXTERIOR WIRING TROUGH ON OUTSIDE OF BUILDING
ELECTRICAL CONDUIT PLAN AND DETAILS
2.
PROVIDE
TWO (2) NEW 1" CONDUITS TO CANOPY
3.
PROVIDE
TWO (2) NEW 3/4" CONDUITS TO CANOPY
f
4.
PROVIDE
FOUR (4) NEW 3/4" CONDUITS AT DISPENSERS FOR
SUMP MONITORS
prepared or:
5.
6,
PROVIDE
PROVIDE
FOUR (4) NEW 3/4" CONDUITS AT DISPENSERS FOR
FOUR (4) NEW 3/4" CONDUITS AT DISPENSERS FOR
HIGH VOLTAGE
DATA/INTERCOM
LEEMILT'S PINC.
7.
8.
PROVIDE
PROVIDE
FOUR (4) NEW 3/4" CONDUITS AT DISPENSERS FOR
THREE (3) 3/4" CONDUITS FOR MONITORING SYSTEM
FUTURE/SPARE
COMPONENTS AT FUEL
612 Norwich—Salem T Route 82TANKS
9.
PROVIDE
THREE (3) NEW 3/4" CONDUITS FOR AC POWER AT
FUEL TANKS
Oakdale(Montville),Connecticut
10.
PROVIDE
ONE (1) NEW 3/4" CONDUIT FOR AIR PUMP
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
CIRCUITS
998 Farmington Avenue
13.
INSTALL
NEW SEAL FITTINGS (EYs) AT BOTH ENDS OF ALL CONDUIT TO TANK FIELD
West Hartford, CT 06107 860-2336312
EQUIPMENT, VENT AND DISPENSERS,
DRAWN
DATE
14.
NEW UNDERGROUND CONDUITS TO BE PVC w/ MINIMUM 24"
BURIAL AND TRANSITION
TO STEEL NOT LESS THAN 24" BEFORE EMERGENCE.
0' 20' 40' 60'
RPM
6123/2020
APPROVED
DATE
SCALE
SHEET
PROJECT NO,
SUBSTANTIALLY CORRECT
1" = 20'
S-4
922