HomeMy WebLinkAboutSav-On - Site Layout Plana
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PROJECT
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LOCATION
ROAD CRTE.
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LOCUS MAP: NOT TO SCALE
LEGEND
SYMBOL
DESCRIPTION
S
NEW SEWER SERVICE
W-
NEW WATER SERVICE
--G-
NEW GAS SERVICE
❑ CB
EXIST. CATCH BASIN
OSMH
EXIST. SEWER MANHOLE
0
NEW CATCH BASIN
0
NEW MANHOLE
HYDRANT
EXIST. BLDG.
-r-�
HAYBALES
)0�UP
EXIST. UTILITY POLE
ZEN
HANDICAP RAMP
F137 -PROPOSED
CONTOUR LINE
1450
PROPOSED SPOT GRADE
+TW
GROUND WATER TEST
SHRUB
-elk.
Existing Landscape
O
LP
Existing Pavement
EXISTING CANOPY
SUPPORT COLUMN
EXISTING
OVERHEAD CANOPY—,
k
RESTORE CONCRETE
♦ CONTAINMENT PAD
` FROM PIPING
AS NEEDED
0 \� /
VAPOR RECOVERY
.� LINE♦ /
INSTALL (1) NEW MPD
kAT EXISTING ISLAND
UST VENT ,� ��\\ - (GAS & DIESEL)
(GAS) 1 \
9' i t \\\\
UST VENT/ \\\\ DIESEL VENT
(DIESEL) x ^� LINE /
DIESEL FUEL /
a /, . ^ . �. n \\\ LINE I
/ \ GAS VENT
LINE
\ ate► .` : \. .. o : q � \ \\ i
k F17
/\\\ / 0
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existing
gravel
0.
\
Existing
SUPER GAS
Pavement LINE
CB ❑
1/5
GENERAL NOTES TO CONTRACTOR
1. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO OBTAIN ANY
AND ALL PERMITS REQUIRED BY THE STATE OF MASSACHUSETTS AND THE
TOWN OF HYANNIS PRIOR TO COMMENCING ANY WORK.
2. THE CONTRACTOR SHALL NOTIFY DIG SAFE TO DETERMINE EXACT LOCATION OF ALL
UTILITY PRIOR TO ANY EXCAVATION.
3. THE CONTRACTOR SHALL BE REPONSIBLE TO REVIEW THE CONSTRUCTION DRAWING
AND TO NOTIFY THE ENGINEER WITH ANY DISCREPANCY BETWEEN THE DESIGN AND
THE MANUFACTURES' REQUIREMENTS AND ALL LOCAL, STATE AND FEDERAL CODES.
4. PROPOSED UNDERGROUND STORAGE TANKS AND PUMPS SHOWN ARE SCHEMATIC
ONLY. TANKS INSTALLATION, LAYOUT AND PIPE SIZING SHALL BE IN ACCORDANCE WITH
THE REQUIREMENTS OF THE MANUFACTURERS, THE STATE FIRE MARSHALL AND
MASSACHUSETTS BOARD OF FIRE PREVENTION REGULATIONS, 527 CMR 9.00, THE FIRE
SAFETY CODE AND THE LOCAL FIRE DEPARTMENT. THIS DRAWING IS NOT
INTENDED TO SHOW EVERY JOINT, FITTING AND CONSTRUCTION DETAIL.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY AND JOB SAFETY ON THE
SITE. THE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH "OSHA" AND THE
LOCAL MUNICIPALITY CONSTRUCTION STANDARDS.
6. THE CONTRACTOR SHALL BE CERTIFIED BY THE MANUFATURERS TO INSTALL THE PROPOSED
SYSTEM COMPONENTS IN ACCORDANCE WITH THE MANUFACTURES' REQUIREMENTS.
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EXISTING CONCRETE
CONTAINMENT PAD
I REG. GAS
LINE
❑ LP Existing Driveway S09 08' 30"E
UP 221.94'
-0- INSTALL HAYBALES
PREVIOUS LOCATION AROUND EXIST. Existing Landscape
j OF REMOVED UST'S CATCH BASIN
APPROXIMATE LOCATION APPROXIMATE LOCATION
OF PROPOSED 8,000 GALLON OF PROPOSED 159000 GALLON
SPLIT DOUBLE WALL TANK DOUBLE WALL TANK
96" DIAM. X 25' 96" DIAM, X 45'
(4k SUPER & 4k DIESEL) (REGULAR UNLEADED)
P R O J E C T T I T L E P R E P A R E D B Y:
PROPOSED UDERGROUND STORAGE TANKS HAL CHOUBAH, P.E.
CONSULTING ENGINEER
381 CAMP STREET
2 PURPLE WING LN.
HYANNIS, MA NO. DARTMOUTH, MASS 02747
110
LP
EXISTING BOLLARD
INSTALL (1) NEW MPD
AT EXISTING ISLAND
(GAS &DIESEL)
Existing Pavement
INSTALL (1) NEW MPD`
AT EXISTING ISLAND
(GAS ONLY)
Existing Driveway17-1
4
'k
LP
❑,
LP
Exist. Sign
O
Existing Landscape
♦
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T�Oyy
N 0
w" 0,P'
YgRM♦ STge�
7yF
P R E P A R E D F 0 R:
HATEM ENTERPRISES
94 EAST FALMOUTH HIGHWAY
FALMOUTH, MA 02540
7. PROPOSED UNDERGROUND STORAGE TANKS AND PIPING SHALL BE TESTED PER THE
REQUIREMENTS OF THE MANUFACTURERS, THE STATE FIRE MARSHALL AND MASSACHUSETTS
BOARD OF FIRE PREVENTION REGULATIONS, 527 CMR 9.00 PRIOR TO OPERATION.
COPIES OF THE RESULTS SHALL BE SUMBITTED TO THE LOCAL FIRE DEPARTMENT AND OWNER.
8. THE CONTRACTOR SHALL CONSTRUCT A 4000 PSI, AIR ENTRAINED, REINFORCED CONCRETE
PAD IN THE AREA SURROUNDING THE FUEL DISPENSING ISLAND AND OVER THE UNDERGROUND
STORAGE TANKS. THE CONCRETE PAD SHALL BE SIX INCH THICH OVER 6 INCH COMPACTED GRAVEL.
9. THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ANY UNSUITABLE OR SURPLUS MATERIALS
PROPERLY OFF SITE IN ACCORDANCE WITH LOCAL AND STATE ENVIRONMENTAL CODES.
10. THE CONTRACTOR SHALL INSTALL A MONITORING SYSTEM TO DETECT ANY LEAK IN THE PRESSURIZED
PIPING SYSTEM AND SHALL TEST TO NO LESS THAN 60 PSI THE PRODUCT LINES AND PRESSURE
TEST THE FUEL DISPENSERS/SUMPS AND THE UNDERGROUND STORAGE TANKS, SUMPS, OUTER
AND INNER WALLS PRIOR TO RESTART OF OPERATION.
11. THE CONTRACTOR SHALL NOT TERMINATE THE "VENT PIPS' FROM THE UNDERGROUND STORAGE
TANKS AT THE FILLING LOCATION OF THE TANK OR FIVE FEET FROM THE OPENING OF DOORS
AND WINDOWS. THE VENT PIPE SHALL BE FITTED WITH AN APPROVED WEATHER HOOD SCREEN.
12. THERE WILL BE ONE 15,000 AND ONE 8,000 GALLON DOUBLE WALL TANKS.
ONE WILL CONTAIN 15,000 GALLONS OF REGULAR UNLEADED AND ONE SPLIT TANK WILL
CONTAIN 4,000 GALLONS OF SUPER UNLEADED GASOLINE AND 4,000 GALLONS OF DIESEL FUEL.
13. ALL TANKS SHALL BE EQUIPPED WITH CONTAINEMENT MANHOLES AND OVERFILL PROTECTION. ALL
PIPING SHALL BE DOUBLE WALL FEXIBLE TOTAL CONTAINMENT.
14. THE ISLAND BOLLARD SHALL BE A MINIMUM 4" DIAMETER, SCHEDULE 40 STEEL PIPE U—SHAPED
FILLED WITH CONCRETE. THE PIPE SHALL BE SET IN 3000 PSI CONCRETE FOOTING, 24" IN
DIAMETER AND 3'-6" DEEP.
15. THE CONTRACTOR SHALL CONFINE HIS OPERATIONS AND ACTIVITIES WITHIN THE PROPERTY
RIGHT OF WAY. NO PROPOSED WORK IS ANTICIPATED ON PUBLIC STREETS.
16. THE CONTRACTOR SHALL MAINTAIN ALL EXCAVATION IN DRY CONDITIONS.
17. ALL EXISTING UTILITIES, WATER, GAS, DRAINS, & ELECTRIC SHALL BE PROPERLY PROTECTED
AND MAINTAINED DURING THE CONSTRUCTION PERIOD.
18. THE CONTRACTOR SHALL SHORE, BRACE, SHEET PILE OR OTHERWISE SUPPORT
THE EXISTING BUILDING, UTILITIES AND STREETS NEXT TO THE PROPOSED UNDERGROUND
STORAGE TANKS DURING EXCAVATION.
19. THE CONTRACTOR SHALL STRAP THE UNDERGROUND STORAGE TANKS TO THE CONCRETE SLAB
PER THE MANUFACTURE'S SPECIFICATIONS. CONCRETE SLAB SHALL BE SIZED BY THE TANK
MANUFACTURE'S TO RESIST UPLIFT WATER PRESSURE AND TO PREVENT TANK FROM MOVEMENTS.
20. THE APPLICANT SHALL REVIEW THIS PLAN WITH THE LOCAL OFFICIALS TO CONFIRM ITS COMPLIANCE
WITH LOCAL CODES AND ZONNING BY-LAWS AND TO OBTAIN ANY PERMITS OR VARIANCES FOR THE
PROPOSED WORK SHOWN ON THE PLAN.
21. THE CONTRACTOR SHALL RELOCATE UTILITIES IN CONFLICT WITH THE TANKS LAYOUT IN ACCORDANCE
WITH APPLICABLE CODES AND REQUIREMENTS OF UTILITY COMPANIES.
22. LOCAT30N & DEPTH OF EXISTING UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION.
LOCATIONS ARE NOT WARRANTED TO BE EXACT, NOR IT IS WARRANTED THAT ALL EXISTING
UTILITIES ARE SHOWN.
♦
LEGEND
DOUBLE WALL SUPPLY PIPING
VENT PIPE ----_-----
VAPOR RECOVERY PIPE ________________________
T
N0. I DATE I BY
R E V I S 1 0 N S
S H E E T D E S C R I P T 1 0 N DESIGNED BY_Hc ___
DRAWN BY_ HC_____
SITE LAYOUT PLAN CHECKED BY_ HC___
DATE_ APRIL 2004
SCALE___= 10'
- SHEET_ _OF__?
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N0. I DATE I BY
R E V I S 1 0 N S
S H E E T D E S C R I P T 1 0 N DESIGNED BY_Hc ___
DRAWN BY_ HC_____
SITE LAYOUT PLAN CHECKED BY_ HC___
DATE_ APRIL 2004
SCALE___= 10'
- SHEET_ _OF__?