HomeMy WebLinkAbout256 Old Main Street Existing Conditions Plan3'-0
NEW FUEL DISPENSER ISLAND
NEW GASOLINE DISPENSER --,,"RESIDENTIAL
EXPANSION JOINT -
6"x 6".NO.11 x N0. 11WWM
REINFORCED STEEL
IS NOT UNIFORM SLOPE
CARRITO D N 3" MAX.
. r :. n
2-1/2
z. x r x \
x -
x x ---s— .
RAVEL
EXISTING LIGHT POLE
\ GRAVEL
6" PLAIN CONCRETE PAVEMENT EXISTING BUMPER NEW CONCRETE ISLAND \
4" BASE COURSE MATERIAL POST
WELL NEW CONCRETE PAD
UNDISTURBED SUBGRADE
EXISTING POSITIVE _ -
LIMITING BARRIER TO
REMAIN
CROSS SECTIO —A -A
-- - Fl
BITUMINOUS CONCRETE PAVEMENT
T H R U N E ®V PUMP I S L !A! N D SECONDARY CONTAINMENT �+ �+ SECTION . . - \
NOT TO SCALE
SUMP C R O S S B-
T RU NEW PUMP ISLAND �\
NOT TO SCALE 1
- H
1/p" ft 16" (CONST. JOINT) ` \ \ tEXISTING SEPTIC SYSTEM O I 0 \
�/4 " 116" (EXP. JOINT)
) / PMW-1
3/4". \
16" ±1/16".
-�:-3/16" tt/16" ? ::..�.: U ED JOINT SEALER - : ❑
-
' POURED JOINT SEALER
SEPARATING TAPE '� ° '•
FON DEN STOCKADE I EXISTING DRY WELL
• INITIAL SAW CUT (1/8" MIN.) L. — — — — —
D OR INSERT . ;.
JOINT BOTTOM 3 4"
CRAG CONSTRUCTION AND
TRANSVERSE OR LONGITUDINAL c
p/�/► EXPANSION JOINTS. �PD$I— LIMITING
CONTRACTION JOINT LBARRIER (TYP) J I I OIL GAL. HEATINJG
. I ----I OIL TANK P.
- _ x8,000 GALLON r—
. L .TANK I r." DIA. S Y LINE dc� IESEL _
----_j
\—� I ISECONDAR IPING I SPENSER
.RESIDENTIAL
7-7
_
---
EXISTING ISLAND TO BE GASOLINE DISPENSERLTO MW -2 \ ( I•
MODIFIED BE REPLACED
L----- - - -- - - - - - J
NEW CONCRETE ISLAND \ I GARAGE
-- -
NEW CONCRETE ISLAND — — — — — — — (3'W x 10'-6"L) I Q I rw
(3'W x 10'-6"L) EXISTING LIGHT POLE TO — — — — — — — I I I I — — — — •
_ _ L 6MAIN — — — — — J _ rEXISTING BUMPER POST - -
I -EXISTING BUMPER POST I TO REMAIN I I I I 5IL GAL. WASTE
/� OIL TANK WITH
T( REMAIN A / — — — — — — — ) I I O �I I I I 'SECONDARY
I - II I LCONTAINMENT J
PMW-2 I I n i�L
I��� � _�i�l fir- --
m
RESIDENTIAL
O I I S / 3 11ST VENTS
-
Fi, GALLON 1 l 1 II
IN$ TANK 401,.1 y I BITUMINOUS CONCRETE
--I-- - __
/z//14//��b i t II EXISTING OFFICE PAVEMENT
- — — ` BUILDING
I I , NEW SECONDARY CONTAINMENT ' � 1 .
I GASOLINE DISPENSER (DUAL _ _ _ _ I _
_ r---
ii UST VEN J
NOZZLE) AND ASSOCIR,TED PIPING r2" PREMIUM SUPPLY 1 L_. L.I
PIPE WITH SECONDARY I
PCONCRETENEW PAD
PIPING _
L'-------�
A - PAD CONCRETE I I
NEW SECONDARY CONTAINMENT ' -- — — — _ — — I I • • I MW -3
O
GASOLINE DISPENSER (DUAL
"1 / I • • i
NOZZLE) AND Ass)CIATED PIPING — — - — - — — _ — _ _ — — — L — — — -- - _ _ _ _ PREMIUM FUEL DISPENSER WILL BE REMOVED 1 L
— — —
AND NOT REPLACED THEREBY REDUCING THE { TI
�uAL PR—EM—IUI-DUAL REGULAR uL I
-TOTAL NUMBER OF DISPENSER NOZZLES
FROM 7 TO 6. O I GASOLINE DISPENSER GASOUNE DISPENSER
LTO BE REPLACED) L(TO BE REPLACED) 'Ih
II
0poI C
PUMP ISLAND IMPROVEMENTS PLA �iN
A SUp I2'�A SUP & 12" DI
SCALE: 1"=2' �EG
�{
PIPING) r- - LECONDARYI G j I -I C
- PMW-,31 I I� I IR °�° �-0 P I 01
I .I
8,000 GALLON �-
LASOLINE TANK)
O� MW -2 I ,_ — — —:j— _f I I PMW-4
3" DIA. STAGE II
NOTES:
1.) EXISTING FEATURES AND PROPERTY LINE WERE TAKEN
FROM PLANS PREPARED BY ENGINEERING EAST, INC., PREPARED LEGEND: OHE POWER _ _ - -0HE
FOR CAPE OIL DELIVERY, INC., DATED FEB. AND OCT. 1990 AND EXISTING PROPOSED POLE Fp V ISLA'I)TO
LAST REVISED 6/15/90' AND 11/21/91. _"_ _, — I BE NODSLA (SEE - - - - I OLD lI/ STREET 16,000 GALLON
PROPERTY LINE PUuP ISLAl111uPROVEMENi GASOLINE`TANK
2.) THE LOCATION OF EXISTING SUBSURFACE FEATURES WERE TAKEN --------- PLAv AVD rrJLs THIS sHEEr.)-----J
FROM PLANS PREPARED BY ENGINEERING EAST, INC., PREPARED EDGE OF PAVED SURFACE yr L — — — — —' — — — — EXISTING WATER MAIN (APPROXIMATE LOCATION)
FOR CAPE OIL DELIVERY, INC., DATED FEB. AND OCT. 1990 AND U14DERGROUND TANK r
LAST REVISED 6/15/90 AND 11/21/91. THE LOCATIONS ARE CAPACITY AS NOTED) 1 (-) O OI
TO BE CONSIDERED APPROXIMATE ONLY. THE CONTRACTOR IS — E X I S T I P6 G C O N D I T I O ISI S P L A N
RESPONSIBLE FOR DETERMINING EXACT LOCATIONS IN THE FIELD
PRIOR TO THE START OF CONSTRUCTION. CONCRETE PAD
"A
3.) A SITE INSPECTION WAS CONDUCTED BY PRIME ENGINEERING, INC.; SCALE: 1"=10' DWG"11-
1 OF'
7 APRIL 1999 TO VERIFY ABOVE GROUND FEATURE(Z.
4.) THE CONTRACTOR IS REQUIRED BY MASSACHUSETTS STATE LAW TO
NOTIFY DIG SAFE (1-800-322-4844) TO LOCATE UTILITIES IN THE
PROJECT AREA 72 HOURS PRIOR TO THE START OF CONSTRUCTION.
5,) ALL WORK RELATED TO THE PROPOSED TANK AND PIPING REPLACEMENT
SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION
INSTRUCTIONS AND ALL APPLICABLE BUILDING AND INSTALLATION CODES.
6.) ALL EXISTING UNDERGROUND STORAGE TANK AND DISPENSER PIPING WILL
BE REPLACED WITH FLEXIBLE PIPING BY ENVIROFLEX OR APPROVED EQUAL.
7.) ANY PAVEMENT AND CONCRETE PAD THAT IS DISTURBED BY CONSTRUCTION
ACTIVITIES WILL BE REPLACED TO ITS ORIGINAL GRADE AND CONSTRUCTION.
BOLLARD
U14DERGROUND PIPING — — —
OVERHEAD ELECTRIC ORE
LINES
EXISTING MONITORING WELL 0 VW -2
(INSTALLED BY OTHERS)
NEW MONITORING WELL PVW_3
(INSTALLED BY PRIME
ENGINEERING, INC.
ORAOi7JG TITLE
j PLOM? !BLAND IMPROVEMENTS PLAN AND DETAILS
SCALE:
AS NOTED
r kp,MAM) `ychG`4
r„ aundra �1
DATE:
PI a0J!:'IT -
SPEEDWAY GAS
9 APRIL 1996
' i N ?kill '
YARMOUTHr MASSACHUSETTS
CAK
nii . FNi3'
CUEn
CANAL FUEL COMPANY
SAGAMORE, MASSACHUSETTS
DESIGNED BY:
CAK
PR/ME ENGINEERING, INC.
CHECKED BY:
M
DRAWINGC-7
(',ml- ENGINEERING • LAM)SUR\'EYING • ENVIRONMENTAL ASSESSMENT
P.O. BOX 1088/350BEDFORI7STREET-LAKEVILLE, MASSACHUSETTS02347
APPROVED BY:
PROJECT NO.
REV.
DATE
DESCRIPTION
BY
P.Fr^^.
TEL: 508 947-0050 FAX: 508 947-2004 EMAIL: P ICLNET