UNDERGROUND FUEL STORAGE TANK REPLACEMENT TOWN OF...
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Property Line Property Line BURTON STREET N/F MARTINO N/F NEPTUNE N/F SAVARD N/F CORCORAN N/F LOGUE N/F HYMEL N/F HOXHA N/F HYMEL Property Line G OHW OHW 10 SCALE: 1" = 10' 0 20 30 40 PROPERTY PLAN SCALE: 1"=60' 1. EXISTING CONDITIONS & DEMOLITION PLAN 2. PROPOSED INSTALLATION PLAN 3. DETAILS AND SPECIFICATIONS 4. DETAILS AND SPECIFICATIONS Lenard Engineering, Inc. Civil, Environmental and Hydrogeological Consultants EXISTING CONDITIONS & DEMOLITION PLAN UNDERGROUND FUEL STORAGE TANK REPLACEMENT TOWN OF WATERTOWN HIGHWAY GARAGE 91 BURTON STREET WATERTOWN, CONNECTICUT BURTON STREET UNDERGROUND FUEL STORAGE TANK REPLACEMENT TOWN OF WATERTOWN HIGHWAY GARAGE STEP 1 - REMOVE EXISTING DISPENSERS, K800 PEDESTAL AND PUMP ISLAND. SAVE EXISTING GASOLINE DISPENSER AND K800 PEDESTAL FOR RE-USE. STEP 3 - REMOVE EXISTING CONCRETE PAD STEP 5 - EXPOSE, DETERMINE EXTENT OF FOOT PRINT OF EXISTING FUEL TANKS. STEP 7 - INSTALL PERMANENT SHEET PILING ALONG SALT STORAGE BUILDING TO PROTECT STABILITY OF STRUCTURE. TO BE DESIGNED BY A GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF CONNECTICUT. STEP 6 - DISCONNECT, EXPOSE, SEVER EXISTING UNDERGROUND WIRE UTILITIES AND CONDUITS. STEP 8 - EXCAVATE, LIFT ONE END OF, EMPTY, AND REMOVE EXISTING UNDERGROUND TANKS. EARTH MATERIAL AROUND TANKS TO BE LEFT IN PLACE. LOCATION MAP SCALE: 1"=1000' STEP 4 - SAW CUT, REMOVE BITUMINOUS PAVEMENT IN THE WORK AREA. STEP 2 - REMOVE EXISTING GAUGING PROBES. SAVE FOR USE IN NEW TANKS. (TYP.) STEP 9 - INSTALL TEMPORARY SHEET PILING ALONG THE NORTH, SOUTH AND WEST SIDES OF THE ENCLOSURE. TO BE DESIGNED BY A GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF CONNECTICUT. FINAL EXCAVATION FOR PROPOSED TANKS. DISPOSE OF EXCAVATED MATERIAL.
UNDERGROUND FUEL STORAGE TANK REPLACEMENT TOWN OF …watertownct.org/filestorage/10298/4319/22289/Watertown... · 2018-02-20 · ex. 10,000 gal. ust. town of watertown public works
UNDERGROUND FUEL STORAGE TANK REPLACEMENTTOWN OF WATERTOWN HIGHWAY GARAGE
STEP 1 - REMOVE EXISTING
DISPENSERS, K800 PEDESTAL AND
PUMP ISLAND. SAVE EXISTING
GASOLINE DISPENSER AND K800
PEDESTAL FOR RE-USE.
STEP 3 - REMOVE
EXISTING CONCRETE PAD
STEP 5 - EXPOSE, DETERMINE
EXTENT OF FOOT PRINT OF
EXISTING FUEL TANKS.
STEP 7 - INSTALL PERMANENT SHEET PILING ALONG SALT
STORAGE BUILDING TO PROTECT STABILITY OF STRUCTURE.
TO BE DESIGNED BY A GEOTECHNICAL ENGINEER LICENSED
IN THE STATE OF CONNECTICUT.
STEP 6 - DISCONNECT, EXPOSE,
SEVER EXISTING UNDERGROUND
WIRE UTILITIES AND CONDUITS.
STEP 8 - EXCAVATE, LIFT ONE END OF, EMPTY,
AND REMOVE EXISTING UNDERGROUND TANKS.
EARTH MATERIAL AROUND TANKS TO BE LEFT IN PLACE.
LOCATION MAP
SCALE: 1"=1000'
STEP 4 - SAW CUT, REMOVE BITUMINOUS
PAVEMENT IN THE WORK AREA.
STEP 2 - REMOVE EXISTING GAUGING PROBES.
SAVE FOR USE IN NEW TANKS. (TYP.)
STEP 9 - INSTALL TEMPORARY SHEET PILING ALONG
THE NORTH, SOUTH AND WEST SIDES OF THE
ENCLOSURE. TO BE DESIGNED BY A GEOTECHNICAL
ENGINEER LICENSED IN THE STATE OF CONNECTICUT.
FINAL EXCAVATION FOR PROPOSED TANKS.
DISPOSE OF EXCAVATED MATERIAL.
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CL&P 2581
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H
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Y
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D
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CL&P G 6371
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Conc Pad
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Cover
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Cover
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Cover
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Cover
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Cover
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Emergency Generator
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Existing UST
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Elec. Meter
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UG Electric
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UG Electric
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Door
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FF=100.00
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Garage FF=99.95
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Vent Pipe
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Ex. Concrete Block Retaining Wall
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Ex. Pavement Cut
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Ex. Pavement Patch
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Pump Island
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Gasoline Pump
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Diesel Pump
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EX. 10,000 Gal. UST
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Existing Salt Storage Building
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TOWN OF WATERTOWN PUBLIC WORKS GARAGE
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CB TF=101.1 INV=97.7
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Ex. 15" RCP->
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Cover
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Cover
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EX. CB TF=101.65 INV=98.9
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<-Ex. 15" HDPE
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<-15" RCP
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EX. CB TF=101.21 INV=99.9 W INV=99.9 S INV=99.9 N
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EX. CB TF=92.83 INV=89.1 E INV=87.8 S INV=87.8 W INV=87.8 N
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Ex. Edge Pave.
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Ex. Chain Link Fence
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Ex. Gate
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Ex. Edge Pave.
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Ex. Bit Curb
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BENCH MARK FOOT PEG ELEV=105.56
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BENCHMARK FF AT DOOR ELEV=100.00
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Ex. Chain Link Fence
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WG
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WG
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Ex. Gate Control Box
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EX. CONCRETE PAD
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EX. 10,000 Gal. UST
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PAVED DRIVE TO UPPER LEVEL ->
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Ex. Edge Pavement
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Ex. Concrete Apron
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Ex. Edge Pave.
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F9360
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CL&P 2581
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H
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Y
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D
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S
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CL&P 25880
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CL&P G 6371
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Door
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FF=100.00
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Garage FF=99.95
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Ex. Concrete Apron
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Ex. Pavement Cut
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EX. 10,000 Gal. UST
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TOWN OF WATERTOWN PUBLIC WORKS GARAGE
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WG
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WG
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SMH TF=102.64
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71 BURTON ST.
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30 CLIFF ST.
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67 EDGE RD.
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113 BURTON ST.
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40 CLIFF ST.
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44 CLIFF ST.
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54 CLIFF ST.
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45 EDGE RD.
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EX. 10,000 Gal. UST
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LEGEND
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90
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APPROX. PROPERTY LINE CONTOUR EDGE OF PAVEMENT FENCE WATER MAIN WATER SERVICE WATER SERVICE CON. HYDRANT WATER GATE VALVE TELECOMMUNICATION ELECTRIC UNDERGROUND ELECTRIC UTILITY POLE GAS TREELINE STORM SEWER STORM CATCH BASIN OVERHEAD WIRES SILT FENCE/HAYBALE
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EXISTING
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PROPOSED
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90
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E
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SF
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UE
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W
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WS
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H
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Y
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D
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W
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S
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O
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T
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E
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UE
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WV
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H
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Y
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D
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W
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S
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O
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WG
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Salt Storage
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MAGNETIC
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MAGNETIC
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BENCH MARK FOOT PEG ELEV=105.56
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EIP
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EIP
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NOTE: DEED DIMENSIONS TAKEN FROM V31 P462 WATERTOWN LAND RECORDS
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ZONE R-10
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PRINCIPAL BUILDING
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ACCESSORY BUILDING
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SETBACKS
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FRONT
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SIDE
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25 FT
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35 FT
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10 FT
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5 FT
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BENCH MARK FINISH FLOOR ELEV=100.00
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Sand Storage
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Paved Lot
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Parking Area
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Paved Lot
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Paved Lot
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LIST OF DRAWINGS
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SITE
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Glastonbury, CT
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Job #:
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Drawing #:
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2210 Main Street
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(860) 659-3100
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Auburn, MA
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Winsted, CT
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19 Midstate Drive
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140 Willow Street
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(508) 721-7600
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(860) 379-6669
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Drawing date:
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Date
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Rev.
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Revision
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Drawn By:
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Designed By:
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By
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Checked By.
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FEBRUARY 20, 2018
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1 OF 4
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PM
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KLD
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MRT
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17-327
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APPROX. LOCATION OF EXIST. DRAINAGE PIPE FROM RECORD MAPPING
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APPROX. LOCATION OF EXIST. UNDERGROUND ELECTRIC POWER LINE CONDUIT TO REMAIN.
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APPROX. LOCATION OF EXIST. TLS MONITORING CABLE CONDUIT TO REMAIN.
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<-Ex. 12" TILE PIPE
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<-12" CONC. PIPE
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REFERENCE MAP: 1. HIGHWAY GARAGE FUEL PUMP UPGRADES TOWN OF WATERTOWN DEPARTMENT OF PUBLIC WORKS DIVISION OF ENGINEERING SCALE 1"=20' DATE: 7-6-2015 BASED ON ORIGINAL MAP DRAWN MARCH 1966 REVISED MARCH 1989 PLAN PROVIDED BY PUBLIC WORKS DEPT. PLAN PROVIDED BY PUBLIC WORKS DEPT.
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KEEP SHEET PILING 2' MIN. FROM BUILDING
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3'Min.
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Paved Drive to Upper Level->
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NOTES: 1. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENT AGENCIES, THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. 2. CONTACT CALL BEFORE YOU DIG 1-800-922-4455 PRIOR TO ANY EXCAVATION. CONTACT CALL BEFORE YOU DIG 1-800-922-4455 PRIOR TO ANY EXCAVATION. 3. FIELD SURVEY FOR THIS PLAN PERFORMED BY LENARD ENGINEERING, INC. ON FIELD SURVEY FOR THIS PLAN PERFORMED BY LENARD ENGINEERING, INC. ON APRIL 11, 2017 2. ELEVATIONS BASED ON FINISHED FLOOR = 100.00 DATUM. ELEVATIONS BASED ON FINISHED FLOOR = 100.00 DATUM.
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APPROX. LOCATION OF EXIST. GATE CONTROL POWER LINE CONDUIT TO REMAIN.
10K DIESEL
10K
GASOLINE
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FOOTPRINT OF PROPOSED
REINFORCED CONCRETE TANK MAT.
DIESEL PRODUCT
1.5" DIA. DOUBLE-WALL
FLEX PIPING IN PIPING DUCT
PRODUCT DOUBLE-WALL
1.5" DIA. FLEX PIPING IN
PIPING DUCT (TYP.)
INSTALL NEW 10,000 GAL. D/W
FRP BRINE-FILLED, 8' O.D. RNL
GASOLINE TANK. SEE DETAIL
ON SHEET 3.
PROPOSED 6" HIGH
PUMP ISLAND
INSTALL NEW DOUBLE-SIDED,
ELECTRONIC DIESEL
DISPENSER WITH ONE NORMAL
NOZZLE AND ONE HIGH-HOSE
RETRACTOR TRUCK NOZZLE.
ADD NEW UNDER-DISPENSER
SUMP WITH OMNTEC BRAND
NON-DISCRIMINATING SUMP
LEAK DETECTOR.
RE-INSTALL EX. SINGLE-SIDED
GASOLINE DISPENSER.
ADD NEW UNDER-DISPENSER
SUMP WITH OMNTEC BRAND
NON-DISCRIMINATING SUMP
LEAK DETECTOR.
INSTALL NEW 10,000 GAL. D/W
FRP BRINE-FILLED, 8' O.D.
DIESEL TANK. SEE DETAIL ON
SHEET 3.
12"x12" STEEL SQUARE TUBE
CANOPY COLUMN TO BE
DESIGNED BY OTHERS (TYP.)
GALVANIZED STEEL VENT STACK PIPING
MOUNTED TO BUILDING.
GASOLINE VENT TO BE EQUIPPED WITH
A OPN PRESSURE VACUUM VENT.
DIESEL VENT TO BE EQUIPPED WITH AN
ATMOSPHERIC VENT.
TANK VENT FIBERGLASS
PIPING (TYP.)
UTILITIES LAYOUT PLAN
SCALE: 1"=5'
DEADMAN & CANOPY FOOTINGS LAYOUT PLAN
SCALE: 1"=5'
12"x12"x16' PRE-CAST
CONCRETE DEADMAN
4 PER TANK
SEE DETAIL SHEET 3
4" DIA. PVC
MONITOR WELL
(TYP.)
SHEET PILING TO BE
REMOVED ON NORTH,
SOUTH & WEST SIDES
(TYP.)
2' x 2' x 4'-3" DEEP REINFORCED
CONCRETE PILASTER WITH
4-1
1
2
" DIA. ANCHOR BOLTS OVER
10' x 5' x 1'-6" DEEP CAST-IN-PLACE
REINFORCED CONCRETE CANOPY
FOOTING. DESIGN TO BE FINALIZED
AFTER CANOPY DESIGN BY OTHERS
IS AVAILABLE. (TYP)
SHEET PILING TO
REMAIN IN PLACE
ALONG EX. BUILDING
ON EAST SIDE.
FOOTPRINT OF PROPOSED
17'x30' CANOPY TO BE
DESIGNED BY OTHERS.
THE EXISTING OMNTEC PROTEUS
MONITORING SYSTEM TO REMAIN.
EXISTING POWER SUPPLY
LINE AND SHUT-OFF
SWITCH TO REMAIN
10 K GASOLINE 10 K DIESEL
INSTALL NEW ELECTRICAL HAND
HOLE FOR SPLICING EXISTING AND
PROPOSED POWER LINES.
TOF TO MATCH EX. PAVEMENT
GRADE.
INSTALL NEW POWER
LINES IN NEW CONDUITS
TO DISPENSERS AND
SUBMERSIBLE PUMPS.
INSTALL NEW
ELECTRICAL HAND
HOLE FOR SPLICING
EXISTING AND
PROPOSED DATA
MONITORING LINES.
INSTALL NEW MONITORING
LINES IN NEW CONDUITS
INSTALL NEW SINGLE HOSE,
REMOTE DEF FLUID DISPENSER.
WAYNE MODEL D4/V387DV/GHJR/H1T
OR APPROVED EQUAL.
ADD NEW UNDER-DISPENSER SUMP
WITH OMNTEC BRAND
NON-DISCRIMINATING SUMP LEAK
DETECTOR.
RE-INSTALL
EX. K800 PEDESTAL
WITH EX. KEY PAD
VERTICAL ELECTRICAL CONDUIT
INSIDE CANOPY COLUMN FOR
CANOPY LIGHTING
PUMP ISLAND AND
CANOPY TO BE SET
PARALLEL TO EX. FENCE.
SHEET PILING ON EAST SIDE
AND PROPOSED TANKS TO BE
SET PARALLEL TO EX. BUILDING.
canopy & tank pad layout
scale: 1"=5'
APPROXIMATE PAVEMENT CUT
LINE - LIMIT OF PAVEMENT PATCH.
FOOTPRINT OF PROPOSED
REINFORCED CONCRETE
TANK MAT.
4" HORSESHOE
BOLLARD (TYP.)
330 GALLON KLEERBLUE TOTE
HEATED DEF ENCLOSURE WITH
SUBMERSIBLE PUMP ON CONCRETE
PAD OR APPROVED EQUAL.
1.5" DIA. DEF-TRAC FLEXIBLE
SUPPLY PIPE WITH HEAT TRACE IN
4" DIA. CORRUGATED PLASTIC
ROCK GUARD, PLACED 4' DEEP MIN.
CANOPY ROOF DRAIN TO
BE ATTACHED TO COLUMN
AND CONNECTED TO EX.
STORM DRAIN.
SHEET PILING TO REMAIN IN PLACE
ALONG EX. BUILDING ON EAST SIDE.
INSTALL NEW TYPE C-L CB ON
EXISTING STORM DRAIN SEWER.
TOF TO MATCH EX. GRADE.
INV TO MATCH EX. PIPE INVERT.
INSTALL NEW 8" SCH. 80 PVC
DRAIN PIPE FROM CANOPY
ROOF LEADER TO NEW CB.
S = 1.0% MIN.
EXTERIOR OVERFILL ALARM
ATTACHED TO BUILDING WALL.
NOTE:
CANOPY TO BE
ADD/ALTERNATE
TO BID.
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Ex. Concrete Block Retaining Wall
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Existing Salt Storage Building
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INTERSTITIAL TANK MONITOR
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FILL
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ATG
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VENT
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INTERSTITIAL TANK MONITOR
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FILL
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ATG
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SUBMERSIBLE PUMP
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VENT
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Ex. Edge Pave.
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SUBMERSIBLE PUMP
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Existing UST
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UG Electric
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UG Electric
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Door
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FF=100.00
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Garage FF=99.95
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Vent Pipe
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TOWN OF WATERTOWN PUBLIC WORKS GARAGE
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Ex. Chain Link Fence
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BENCHMARK FF AT DOOR ELEV=100.00
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Ex. Edge Pavement
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Ex. Concrete Apron
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Ex. Concrete Block Retaining Wall
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Existing Salt Storage Building
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Ex. Edge Pave.
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Min.
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Min.
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Min. (Typ.)
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12'-0"
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10'-0"
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1'-0"
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Existing Salt Storage Building
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Glastonbury, CT
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Job #:
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Drawing #:
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2210 Main Street
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(860) 659-3100
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Auburn, MA
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Winsted, CT
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19 Midstate Drive
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140 Willow Street
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(508) 721-7600
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(860) 379-6669
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Drawing date:
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Date
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Rev.
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Revision
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Drawn By:
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Designed By:
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By
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Checked By.
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FEBRUARY 20, 2018
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2 OF 4
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PM
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KLD
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MRT
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17-327
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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5
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5
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10
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5
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20
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MAGNETIC
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Property Line
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Ex. Gate Opening
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Property Line
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Ex. Gate Control Box
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Ex. Chain Link Fence
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Ex. Chain Link Fence
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Gate Opening
SECTION A-A
PLAN VIEW
SPECIFICATIONS
NOT TO SCALE
8"
10"
EPOXY COATED#3 REBAR @ 24" OC BOTH WAYS
CONCRETE TANK MAT DETAIL
NOT TO SCALE
NOT TO SCALE
10,000 GAL. UST ELEVATION DETAIL
NOT TO SCALE
CONTAINMENT SOLUTIONS PRECAST DEADMAN
NOT TO SCALE
FILTER FABRICPEA STONE BACKFILL
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PIPING/CONDUIT TRENCH AND
PAVEMENT PATCH DETAIL
REINFORCED CONCRETE CANOPY FOOTING*
SCALE = 1/4"=1'-0"
ELECTRICAL HAND HOLE DETAIL
NOT TO SCALE
BOLLARD DETAIL
NOTE:
CANOPY FOOTING TO BE
ADD/ALTERNATE TO BID.
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OPW LEVER-LOCK WATERTIGHT FILL MANHOLE WITH 5-GALLON SWIVEL, NO-DRAIN, CAST IRON SPILL BUCKET
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3" SCHEDULE 40 GALVANIZED STEEL VENT STACKS. HEIGHT TO MATCH EXISTING BUILDING
