24-8284_-_Exhibit_M_-_CAXAMBAS_CIVIL_PLANS_Rev._1.pdf
PDF 5 MB Posted
- Solicitation number
- 24-8284
- Issued by
- Collier County, Miami City, Florida
About this file
The provided document is a site development plan for the Caxambas Boat Ramp Fuel Tank Replacement project, prepared for Collier County Facilities Management in Marco Island, Florida. The project involves replacing an existing 10,000-gallon above-ground fuel tank at the Caxambas Boat Ramp, located at 909 Collier Court. The site plan details the installation of a new fuel tank, fuel dispenser, associated piping, and supporting infrastructure, including a concrete pad, fence, and bollards. The project is situated on a 4-acre parcel zoned for recreational and open space use, with specific requirements for tank placement, emergency stops, and future expansion capabilities.
The site plan includes detailed specifications for the fuel tank installation, such as providing a concrete pad with anchor points, installing a 6-foot tall fence with a lockable double swing gate, and positioning bollards around the tank and future dispenser areas. The plan notes the tank's location 26 feet from the nearest property line and 56 feet from the seawall, meeting NFPA 30 distance requirements. The project includes provisions for a future second fuel dispenser, with transition sumps and capped piping already planned. The site will maintain its current land use characteristics, with minimal changes to the impervious and pervious area ratios, and includes water quality management considerations with a new impervious area of 250 square feet.
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ACAD FILE NAME:
13696 - CVR
LJA PROJECT #
23-0136
PLOT VIEW \ LAYOUT
01-CVR
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ACAD FILE #
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FIRE DISTRICT:
TEL: [239] 793-3577
NAPLES, FLA. 34113
301 TOWER ROAD
COMCAST
TELEVISION:
TEL: [239] 353-6090
NAPLES, FLA. 34116
4105 15TH AVENUE SOUTHWEST
FLORIDA POWER AND LIGHT COMPANY
TEL: [239] 263-6319
2295 VICTORIA AVENUE No. 364
DEPARTMENT OF ENVIRONMENTAL PROTECTION
SOUTH FLORIDA WATER MANAGEMENT DISTRICT
2301 MCGREGOR BOULEVARD
FORT MYERS, FLA. 33901
CITY HALL
MARCO ISLAND, FL 34145
WATER MANAGEMENT:
TEL: [239] 338-2929
TEL: [239] 394-3880
TEL: [239] 332-6975
FT. MYERS, FLA. 34113
ENVIRONMENTAL:
50 BALD EAGLE DRIVE
SEWER:
WATER:
NAPLES, FLA. 34104
P.O. BOX 2477
CENTURY LINK
TELEPHONE: POWER:
CITY HALL
MARCO ISLAND, FL 34145
TEL: [239] 394-3880
50 BALD EAGLE DRIVE
CAXAMBAS BOAT RAMP FUEL TANK REPLACEMENT
SITE DEVELOPMENT PLAN
PROPERTY ZONING: P - REC/OPEN/GC/ST (ORD. 00-00)
PROPERTY FOLIO NUMBER: 57850120002
LEGAL DESCRIPTION: TRACT "B" OF MARCO BEACH UNIT TEN, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, PAGES 74 THROUGH 79 INCLUSIVE OF THE PUBLIC
RECORDS OF COLLIER COUNTY FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER OF SAID TRACT "B" FOR THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREINAFTER DESCRIBED; SAID POINT BEING ON THE EASTERLY RIGHT-OF-WAY LINE OF COLLIER COURT, AS SHOWN ON SAID PLAT OF MARCO BEACH UNIT TEN; RUN THENCE N17°38'34"E ALONG SAID EASTERLY RIGHT OF-WAY LINE FOR A DISTANCE OF 704.21 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE, S72°21'26"E FOR A DISTANCE OF 704.21 FEET TO A POINT ON THE EASTERLY BOUNDARY OF TRACT "B"; THENCE S12°25'00"W ALONG SAID EASTERLY BOUNDARY FOR A DISTANCE OF 102.58 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE RUN THE FOLLOWING COURSES ALONG THE SOUTHERLY BOUNDARY OF SAID TRACT "B", WEST FOR A DISTANCE OF 269.00 FEET; THEN S65°22'17"W FOR A DISTANCE OF 212.44 FEET; THENCE N72°21'25"W FOR A DISTANCE OF 300.00 FEET TO THE POINT OF BEGINNING. CONTAINING 4.00 ACRES, MORE OR LESS
PROJECT SITE ADDRESS: 909 COLLIER CT., MARCO ISLAND, FL 34145
CITY OF MARCO ISLAND FIRE RESCUE DEPARTMENT
1280 SAN MARCO ROAD
MARCO ISLAND, FL. 34145
TEL: [239] 394-5405
LOCATED IN SECTION 17, TOWNSHIP 52 SOUTH, RANGE 26 EAST,
COLLIER COUNTY, FLORIDA.
CITY OF MARCO ISLAND
MARCO ISLAND BUIDING SERVICES
1310 SAN MARCO RD MARCO ISLAND, FL 34145
TEL: [239] 389-5059
PROJECT SITE
SITE PLAN
SHEET TITLESHEET NO.
01 COVER
NTS
SCALE: 1" = 200'
LOCATION MAP
SHEET INDEXPROPERTY OWNER:
REVIEWING AGENCIES
VICINITY MAP
COLLIER COUNTY FACILITIES
MANAGEMENT
3335 TAMIAMI TRAIL E. STE 101
NAPLES, FL 34112
PROJECT SITE
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BALD EAGLE DRIVE
WINTERBERRY DR.
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SAN MARCO RD.
P,REC/OPEN/GC/ST
RMF -16
C O
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S.COLLIER BLVD.
RMF -16
RMF -16
DESIGNED BY: LJA
DRAWN BY: BLB
CHECKED BY: DJA
REVIEWED BY: DJA
DATE: April 2024
DATUM: NAVD88
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Dom Amico Amico Seal
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WATER
WATER
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EXISTING
FUEL
MANHOLE
WELD CLOSED
FUEL VENT (TBR)
FUEL TANK
DESTROYED CONCRETE
AREA (COVERED IN SHELL)
BOAT
RAMP
EXIST.
BUILDING
EXIST.
SHED
BUILDING
WATERS EDGE CONDOMINIUM
(OR BOOK 863 PAGE 1277)
EAGLE CAY
CONDOMINIUM
(PLAT BOOK 6
PAGES 74-79)
GULF OF MEXICO
CAXAMBAS BOAT
RAMP
(PLAT BOOK 6
PAGES 74-79)
OWL SIGN
BURROWING OWL POSTS (TYP)
BENCH
GRILL
BENCH
BENCH
BURROWING OWL POSTS (TYP)
PUMP
STATION
0.32'
INSIDE PL
1.04'
OUTSIDE PL
FOUND PK NAIL
1.0' SOUTHFOUND IRON PIPE
2.23' NORTH
0.24' EAST
OF CORNER
FOUND IRON PIPE
0.1' NORTH
OF CORNER
SEAWALL
SEAWALL
SEAWALL
30.00'
30.00'
COLLIER CT
60' R.O.W.
ASPHALT
ASPHALT
ASPHALT
0.13'
INSIDE PL
BENCH
PK NAIL & DISC
BENCHMARK
ELEV. = 4.34'
NAVD88
BENCHMARK
ELEV. = 3.70'
NAVD88
EXISTING FUEL TANK
TO BE BACKFILLED
WITH FLOWABLE FILL
CA4
10,000 GALLON, ABOVE GROUND FUEL TANK
NEW FUEL DISPENSER. ROUTE FUEL LINES TO
LOCATION AND MAKE CONNECTION AS SHOWN.
PROVIDE GRAVEL (CLASS 5) AROUND
PERIMETER OF PAD TO FENCE
REMOVABLE BOLLARD
FOR USE OF 7' GATE
PROVIDE CONCRETE PAD BELOW TANK.
TANK SHALL BE ANCHORED TO PAD
15' gal. CLUSIA, 5' o.c.
34" GASOLINE FUEL LINE ROUTED
FROM TANK OVER TO SERVE FUEL DISPENSER
(AND SECOND FUTURE DISPENSER)
REMOVE TREE, BACKFILL AS NECESSARY
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EXISTING
FUEL
MANHOLE
WELD CLOSED
FUEL TANK
DESTROYED CONCRETE
AREA (COVERED IN SHELL)
BOAT
RAMP
EXIST.
BUILDING
EXIST.
SHED
BENCH
PUMP
STATION
SEAWALL
SEAWALL
PK NAIL & DISC
BENCHMARK
ELEV. = 4.34'
NAVD88
EXISTING FUEL TANK
TO BE BACKFILLED
WITH FLOWABLE FILL
CA4
10,000 GALLON, ABOVE GROUND FUEL TANK
NEW FUEL DISPENSER. ROUTE FUEL LINES TO
LOCATION AND MAKE CONNECTION AS SHOWN.
PROVIDE GRAVEL (CLASS 5) AROUND
PERIMETER OF PAD TO FENCE
REMOVABLE BOLLARD
FOR USE OF 7' GATE
PROVIDE CONCRETE PAD BELOW TANK.
TANK SHALL BE ANCHORED TO PAD
15' gal. CLUSIA, 5' o.c.
27.3'
8.
5'
70.8'56.3'
88.4'
34" GASOLINE FUEL LINE ROUTED
FROM TANK OVER TO SERVE FUEL DISPENSER
(AND SECOND FUTURE DISPENSER)
.1
REMOVE TREE, BACKFILL AS NECESSARY
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ACAD FILE NAME:
13696 - ME
LJA PROJECT #
23-0136
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24x36 SCALE: 1" = 40'
40 40
11x17 SCALE: 1" = 80'
AREA
IMPERVIOUS AREA 1.6 ac.
CURRENT ZONING THIS TRACT = P,REC / OPEN / GC / ST
NORTH = RMF-16 (EAGLES CAY)
SOUTH = RMF-16 (WATERS EDGE)
WEST = RMF-16 (THE VOYAGER & LE CLUB CAXAMBAS)
EAST = N/A (CAXAMBAS PASS)
SITE DATA - ZONING:
PERVIOUS AREA 2.40 ac.
TOTAL 4 ac.
BUILDINGS
HARDSCAPE 0.11 ac.
0.070 ac.
VEHICULAR USE AREA 1.42 ac.
OPEN SPACE 2.40 ac.
SYMBOL LEGEND:
ELEC
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WATER
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SHEET KEY NOTES:
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24x36 SCALE: 1" = 20'
20 0 20
11x17 SCALE: 1" = 40'
GRAVEL
4' 2' 4
4'
GRAVEL
2'
CONCRETE PAD
SECTION A - A (NTS)
WATER QUALITY
NEW IMP AREA = 250 sf.
1" = 20 cf. VOL. PROVIDED = 1280 cf.
A
A
5.0 min.
AREA
IMPERVIOUS AREA 1.62 ac.
PERVIOUS AREA 2.38 ac.
TOTAL 4 ac.
BUILDINGS
HARDSCAPE 0.11 ac.
0.070 ac.
VEHICULAR USE AREA 1.42 ac.
OPEN SPACE 2.38 ac.
FUEL TANK CONCRETE PAD 0.021 ac.
SEE BLOW UP
FENCEFENCE
1%1%
DESIGNED BY: LJA
DRAWN BY: BLB
CHECKED BY: DJA
REVIEWED BY: DJA
DATE: July 2024
DATUM: NAVD88
1. PROVIDE A CONCRETE PAD.
2. CONCRETE PAD. PROVIDE OPENING IN MIDDLE OF CONCRETE PAD FOR DISPENSER SUMP (COORDINATE DIMENSIONS WITH
DISPENSER SUMP OPENING DIMENSIONS).
3. PROVIDE FUEL DISPENSER (W/ HOSE REEL).
4. FURNISH AND INSTALL DISPENSER SUMP BELOW CONCRETE PAD FOR CONNECTION OF FUEL SUPPLY PIPING TO DISPENSER.
5. FURNISH AND INSTALL TRANSITION SUMP BELOW GRADE FOR CONNECTION OF ABOVE GRADE STEEL FUEL PIPING TO
BELOW GRADE, FLEXIBLE PIPING.
6. PROVIDE FENCE AROUND ABOVE GROUND STORAGE TANK. FENCE SHALL BE A MINIMUM OF 6FT TALL AND 10FT FROM THE
STORAGE TANK ON ALL SIDES.
7. PROVIDE BOLLARDS AROUND PERIMETER OF FENCE, NO MORE THAN 4FT SPACING ON CENTER. REFER TO GENERAL NOTE
#15 ON F-1 FOR ADDITIONAL DETAILS ON BOLLARD CONSTRUCTION.
8. PROVIDE A LOCKABLE DOUBLE SWING GATE (7 FT & 3 FT SECTIONS) IN THE FENCE TO ALLOW SECURED ENTRY TO
STORAGE TANK AREA.
9. PROVIDE TRANSITION SUMP AROUND TEE FITTINGS TO SERVE SECOND, FUTURE DISPENSER. PIPING FROM TEE TO BE
CAPPED FOR FUTURE EXTENSION.
10.DASHED LINES REPRESENT FUTURE DISPENSER, PAD, DISPENSER SUMP AND PIPING FROM TRANSITION SUMP.
11.PROVIDE BOLLARDS AT 4 CORNERS OF DISPENSER. REFER TO GENERAL NOTE #15 ON F-1 FOR ADDITIONAL DETAILS ON
BOLLARD CONSTRUCTION.
12.REMOTE FILL STATION. COORDINATE EXACT PIPE ROUTING TO STORAGE TANK WITH PIPE CONNECTION OPENINGS ON
TANK.
13.WITHIN EXISTING ELECTRICAL ROOM, DEMO EXISTING VEEDER-ROOT TLS-350 MONITORING SYSTEM AND REPLACE WITH NEW HIGHLINK MONITORING SYSTEM BY HIGHLAND TANK IN SAME LOCATION. PROVIDE WIRING TO ASSOCIATED
EQUIPMENT AT TANK AS REQUIRED.
14.LOCATION OF INTERIOR EMERGENCY STOP AS DESCRIBED IN SPECS AND GENERAL NOTES OF THESE PLANS.
15.LOCATION OF EXTERIOR EMERGENCY STOP AS DESCRIBED IN SPECS AND GENERAL NOTES OF THESE PLANS.
16.PROVIDE 4 SETS OF STAINLESS STEEL STRAPS (OPTIONAL ACCESSORY BY HIGHLAND TANKS) WITH NEOPRENE LINERS FOR ELECTRICAL ISOLATION AND TANK PROTECTION. SECURE THE STRAPS ON EACH END TO THE STRUCTURAL SLAB WITH TURNBUCKLES AND ANCHOR BOLTS. THE MINIMUM DIMENSION OF THE HOLD DOWN STRAP SHALL BE 3"x3/8". AT EACH CONNECTION DRILL AND EPOXY 1-1/4" DIAMETER, 3/16" STAINLESS STEEL HEX HEAD ANCHOR BOLT. PROVIDE 4" CLR DISTANCE FROM EDGE OF PILE TO CENTER OF REBAR. PROVIDE A 10" DEEP (MINIMUM) OPENING FOR EPOXY PROVIDING A
MINIMUM 37,000 LB HOLDING STRENGTH AT EACH SET IN BOLT.
17.SECURE SADDLE TO STRUCTURAL SLAB (TYPICAL, 2 SADDLES, 2 BOLT CONNECTIONS EACH). AT EACH CONNECTION DRILL AND EPOXY 1-1/4" DIAMETER, 3/16" STAINLESS STEEL HEX HEAD ANCHOR BOLT. PROVIDE 4" CLR DISTANCE FROM EDGE OF PILE TO CENTER OF REBAR. PROVIDE A 10" DEEP (MINIMUM) OPENING FOR EPOXY PROVIDING A MINIMUM 37,000 LB
HOLDING STRENGTH AT EACH SET IN BOLT
18. CONTRACTOR TO PROVIDE LOCATION OF UNDERGROUND & ABOVE GROUND FACILITIES VIA CERTIFIED SURVEY PER
62.761 & 762
GENERAL SHEET NOTES
A. FIELD VERIFY EXACT ROUTING OF UNDERGROUND PIPING PRIOR TO ORDERING
MATERIAL AND ANY ON SITE DIGGING.
B. THE STORAGE TANK IS LOCATED AT 26 FT FROM THE NEAREST PROPERTY LINE, 56 FT
FROM THE SEA WALL AND 32 FT FROM THE BUILDING ON PROPERTY. PER NFPA 30
TABLE 22.4.1.1(a), THE MINIMUM DISTANCE FROM THE NEAREST PROPERTY LINE AND
NEAREST DISTANCE FROM ANY PUBLIC WAY CAN BE 50% OF THAT LISTED IN TABLE
22.4.1.1(b). THEREFORE THE MINIMUM DISTANCE FROM THE PROPERTY LINE IS 7.5 FT
AND FROM THE NEAREST PUBLIC WAY IS 2.5 FT.
LAND USE SUMMARY:
BEFORE
LAND USE SUMMARY:
AFTER
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AutoCAD SHX Text 3.20
AutoCAD SHX Text 4.16
AutoCAD SHX Text 4.25
AutoCAD SHX Text 4.29
AutoCAD SHX Text 2.72
AutoCAD SHX Text 2.54
AutoCAD SHX Text -0.70
AutoCAD SHX Text -0.82
AutoCAD SHX Text 4.00
AutoCAD SHX Text 4.05
AutoCAD SHX Text 3.89
AutoCAD SHX Text 4.07
AutoCAD SHX Text 4.11
AutoCAD SHX Text 6.36
AutoCAD SHX Text 6.57
AutoCAD SHX Text 6.52
AutoCAD SHX Text 6.55
AutoCAD SHX Text 6.55
AutoCAD SHX Text 4.46
AutoCAD SHX Text 4.40
AutoCAD SHX Text 6.53
AutoCAD SHX Text 6.51
AutoCAD SHX Text 6.35
AutoCAD SHX Text 6.54
AutoCAD SHX Text 6.53
AutoCAD SHX Text 6.50
AutoCAD SHX Text 6.50
AutoCAD SHX Text 3.67
AutoCAD SHX Text 4.24
AutoCAD SHX Text 4.20
AutoCAD SHX Text 6.66
AutoCAD SHX Text 6.68
AutoCAD SHX Text 3.46
AutoCAD SHX Text 3.53
AutoCAD SHX Text 3.46
AutoCAD SHX Text 3.58
AutoCAD SHX Text 3.43
AutoCAD SHX Text 3.40
AutoCAD SHX Text 3.49
AutoCAD SHX Text 3.57
AutoCAD SHX Text 3.44
AutoCAD SHX Text 3.39
AutoCAD SHX Text 3.29
AutoCAD SHX Text 3.47
AutoCAD SHX Text 3.66
AutoCAD SHX Text 3.79
AutoCAD SHX Text 3.94
AutoCAD SHX Text 3.86
AutoCAD SHX Text 3.83
AutoCAD SHX Text 3.70
AutoCAD SHX Text 4.65
AutoCAD SHX Text 4.50
AutoCAD SHX Text 4.30
AutoCAD SHX Text 4.20
AutoCAD SHX Text 4.18
AutoCAD SHX Text 3.96
AutoCAD SHX Text 3.69
AutoCAD SHX Text 3.64
AutoCAD SHX Text 3.55
AutoCAD SHX Text 3.49
AutoCAD SHX Text 3.27
AutoCAD SHX Text 3.59
AutoCAD SHX Text 3.69
AutoCAD SHX Text 3.73
AutoCAD SHX Text 3.79
AutoCAD SHX Text 3.92
AutoCAD SHX Text 4.01
AutoCAD SHX Text 4.26
AutoCAD SHX Text 4.48
AutoCAD SHX Text 4.58
AutoCAD SHX Text 4.68
AutoCAD SHX Text 4.83
AutoCAD SHX Text 4.82
AutoCAD SHX Text 4.77
AutoCAD SHX Text 4.86
AutoCAD SHX Text 4.96
AutoCAD SHX Text 4.91
AutoCAD SHX Text 4.91
AutoCAD SHX Text 5.03
AutoCAD SHX Text 5.01
AutoCAD SHX Text 5.04
AutoCAD SHX Text 5.07
AutoCAD SHX Text 5.05
AutoCAD SHX Text 4.99
AutoCAD SHX Text 5.14
AutoCAD SHX Text 5.24
AutoCAD SHX Text 5.18
AutoCAD SHX Text 5.20
AutoCAD SHX Text 5.21
AutoCAD SHX Text 5.24
AutoCAD SHX Text 5.25
AutoCAD SHX Text 5.14
AutoCAD SHX Text 4.58
AutoCAD SHX Text 4.59
AutoCAD SHX Text 4.67
AutoCAD SHX Text 4.83
AutoCAD SHX Text 4.99
AutoCAD SHX Text 5.00
AutoCAD SHX Text 5.02
AutoCAD SHX Text 4.96
AutoCAD SHX Text 4.90
AutoCAD SHX Text 4.80
AutoCAD SHX Text 4.67
AutoCAD SHX Text 4.63
AutoCAD SHX Text 5.45
AutoCAD SHX Text 5.57
AutoCAD SHX Text 5.54
AutoCAD SHX Text 5.58
AutoCAD SHX Text 5.66
AutoCAD SHX Text 5.62
AutoCAD SHX Text 5.64
AutoCAD SHX Text 5.69
AutoCAD SHX Text 5.68
AutoCAD SHX Text 5.65
AutoCAD SHX Text 5.50
AutoCAD SHX Text 5.74
AutoCAD SHX Text 5.63
AutoCAD SHX Text 5.64
AutoCAD SHX Text 5.69
AutoCAD SHX Text 5.73
AutoCAD SHX Text 5.59
AutoCAD SHX Text 5.51
AutoCAD SHX Text 5.74
AutoCAD SHX Text 5.73
AutoCAD SHX Text 5.77
AutoCAD SHX Text 5.10
AutoCAD SHX Text 5.00
AutoCAD SHX Text 4.95
AutoCAD SHX Text 4.86
AutoCAD SHX Text 4.90
AutoCAD SHX Text 4.89
AutoCAD SHX Text 4.95
AutoCAD SHX Text 4.77
AutoCAD SHX Text 4.49
AutoCAD SHX Text 4.57
AutoCAD SHX Text 4.50
AutoCAD SHX Text 4.50
AutoCAD SHX Text 4.54
AutoCAD SHX Text 4.46
AutoCAD SHX Text 4.44
AutoCAD SHX Text 4.30
AutoCAD SHX Text 3.98
AutoCAD SHX Text 3.86
AutoCAD SHX Text 3.46
AutoCAD SHX Text 5.18
AutoCAD SHX Text 5.21
AutoCAD SHX Text 5.19
AutoCAD SHX Text 5.19
AutoCAD SHX Text 5.18
AutoCAD SHX Text 5.23
AutoCAD SHX Text 5.22
AutoCAD SHX Text 5.20
AutoCAD SHX Text 5.24
AutoCAD SHX Text 5.22
AutoCAD SHX Text 5.19
AutoCAD SHX Text 5.21
AutoCAD SHX Text 5.25
AutoCAD SHX Text 5.29
AutoCAD SHX Text 5.22
AutoCAD SHX Text 5.17
AutoCAD SHX Text 5.18
AutoCAD SHX Text 5.19
AutoCAD SHX Text 5.26
AutoCAD SHX Text 3.09
AutoCAD SHX Text 3.67
AutoCAD SHX Text 4.10
AutoCAD SHX Text 4.21
AutoCAD SHX Text 4.50
AutoCAD SHX Text 4.54
AutoCAD SHX Text 4.34
AutoCAD SHX Text 4.24
AutoCAD SHX Text 4.20
AutoCAD SHX Text 4.07
AutoCAD SHX Text 4.11
AutoCAD SHX Text 4.30
AutoCAD SHX Text 3.70
AutoCAD SHX Text 3.69
AutoCAD SHX Text 3.74
AutoCAD SHX Text 3.92
AutoCAD SHX Text 3.43
AutoCAD SHX Text 3.32
AutoCAD SHX Text 3.56
AutoCAD SHX Text 3.98
AutoCAD SHX Text 3.91
AutoCAD SHX Text 3.86
AutoCAD SHX Text 3.83
AutoCAD SHX Text 3.70
AutoCAD SHX Text 3.67
AutoCAD SHX Text 3.65
AutoCAD SHX Text 3.66
AutoCAD SHX Text 3.66
AutoCAD SHX Text 3.48
AutoCAD SHX Text 3.80
AutoCAD SHX Text 3.70
AutoCAD SHX Text 3.44
AutoCAD SHX Text 3.57
AutoCAD SHX Text 3.64
AutoCAD SHX Text 3.67
AutoCAD SHX Text 3.70
AutoCAD SHX Text 3.74
AutoCAD SHX Text 3.77
AutoCAD SHX Text 3.52
AutoCAD SHX Text 3.43
AutoCAD SHX Text 3.44
AutoCAD SHX Text 3.48
AutoCAD SHX Text 3.44
AutoCAD SHX Text 3.28
AutoCAD SHX Text 3.66
AutoCAD SHX Text 3.76
AutoCAD SHX Text 3.75
AutoCAD SHX Text 3.59
AutoCAD SHX Text 4.11
AutoCAD SHX Text 4.21
AutoCAD SHX Text 4.25
AutoCAD SHX Text 4.22
AutoCAD SHX Text 4.22
AutoCAD SHX Text 4.27
AutoCAD SHX Text 4.24
AutoCAD SHX Text 4.23
AutoCAD SHX Text 4.63
AutoCAD SHX Text 4.85
AutoCAD SHX Text 5.02
AutoCAD SHX Text 4.99
AutoCAD SHX Text 4.78
AutoCAD SHX Text 4.86
AutoCAD SHX Text 4.77
AutoCAD SHX Text 4.63
AutoCAD SHX Text 4.60
AutoCAD SHX Text 4.57
AutoCAD SHX Text 4.81
AutoCAD SHX Text 5.03
AutoCAD SHX Text 5.05
AutoCAD SHX Text 5.09
AutoCAD SHX Text 5.14
AutoCAD SHX Text 5.15
AutoCAD SHX Text 5.09
AutoCAD SHX Text 5.06
AutoCAD SHX Text 5.02
AutoCAD SHX Text 4.75
AutoCAD SHX Text 4.53
AutoCAD SHX Text 4.57
AutoCAD SHX Text 4.73
AutoCAD SHX Text 5.01
AutoCAD SHX Text 4.95
AutoCAD SHX Text 5.09
AutoCAD SHX Text 5.07
AutoCAD SHX Text 5.16
AutoCAD SHX Text 5.21
AutoCAD SHX Text 5.16
AutoCAD SHX Text 5.13
AutoCAD SHX Text 5.07
AutoCAD SHX Text 4.99
AutoCAD SHX Text 4.56
AutoCAD SHX Text 4.17
AutoCAD SHX Text 4.18
AutoCAD SHX Text 4.19
AutoCAD SHX Text 4.17
AutoCAD SHX Text 4.18
AutoCAD SHX Text 4.23
AutoCAD SHX Text 4.26
AutoCAD SHX Text 4.09
AutoCAD SHX Text 3.58
AutoCAD SHX Text 5.04
AutoCAD SHX Text 5.01
AutoCAD SHX Text
AutoCAD SHX Text 5.68
AutoCAD SHX Text fh
AutoCAD SHX Text
AutoCAD SHX Text 4.66
AutoCAD SHX Text fpole
AutoCAD SHX Text
AutoCAD SHX Text 3.19
AutoCAD SHX Text gasmkr
AutoCAD SHX Text 5.4
AutoCAD SHX Text 4.1
AutoCAD SHX Text 4.3
AutoCAD SHX Text 4.9
AutoCAD SHX Text 4.8
AutoCAD SHX Text 3.9
AutoCAD SHX Text 4.5
AutoCAD SHX Text 4.6
AutoCAD SHX Text 3.9
AutoCAD SHX Text 5.1
AutoCAD SHX Text 5.4
AutoCAD SHX Text 4.6
AutoCAD SHX Text 4.9
AutoCAD SHX Text 5.6
AutoCAD SHX Text 6.0
AutoCAD SHX Text 4.8
AutoCAD SHX Text 5.8
AutoCAD SHX Text 4.6
AutoCAD SHX Text 4.7
AutoCAD SHX Text 5.5
AutoCAD SHX Text 4.9
AutoCAD SHX Text 4.5
AutoCAD SHX Text 4.3
AutoCAD SHX Text 4.7
AutoCAD SHX Text 4.4
AutoCAD SHX Text 4.3
AutoCAD SHX Text 4.3
AutoCAD SHX Text 4.0
AutoCAD SHX Text 3.8
AutoCAD SHX Text 4.0
AutoCAD SHX Text 3.7
AutoCAD SHX Text 3.8
AutoCAD SHX Text 3.6
AutoCAD SHX Text 4.0
AutoCAD SHX Text 4.2
AutoCAD SHX Text 3.8
AutoCAD SHX Text 4.0
AutoCAD SHX Text 3.9
AutoCAD SHX Text 3.7
AutoCAD SHX Text 3.9
AutoCAD SHX Text 4.1
AutoCAD SHX Text 3.8
AutoCAD SHX Text 3.7
AutoCAD SHX Text 3.6
AutoCAD SHX Text 3.6
AutoCAD SHX Text 3.6
AutoCAD SHX Text 3.5
AutoCAD SHX Text 3.6
AutoCAD SHX Text 3.1
AutoCAD SHX Text 3.8
AutoCAD SHX Text 3.8
AutoCAD SHX Text 3.7
AutoCAD SHX Text 3.9
AutoCAD SHX Text 4.4
AutoCAD SHX Text 4.3
AutoCAD SHX Text 5.0
AutoCAD SHX Text 6.0
AutoCAD SHX Text 6.1
AutoCAD SHX Text 4.5
AutoCAD SHX Text 4.4
AutoCAD SHX Text 4.5
AutoCAD SHX Text 4.8
AutoCAD SHX Text 4.1
AutoCAD SHX Text 3.9
AutoCAD SHX Text 3.7
AutoCAD SHX Text 3.8
AutoCAD SHX Text 4.6
AutoCAD SHX Text 4.9
AutoCAD SHX Text 5.1
AutoCAD SHX Text 4.0
AutoCAD SHX Text 3.9
AutoCAD SHX Text 3.7
AutoCAD SHX Text 3.8
AutoCAD SHX Text 3.9
AutoCAD SHX Text 3.6
AutoCAD SHX Text 3.5
AutoCAD SHX Text 4.5
AutoCAD SHX Text 4.7
AutoCAD SHX Text 3.8
AutoCAD SHX Text 3.6
AutoCAD SHX Text 3.5
AutoCAD SHX Text 3.8
AutoCAD SHX Text 4.3
AutoCAD SHX Text 4.0
AutoCAD SHX Text 4.3
AutoCAD SHX Text 4.5
AutoCAD SHX Text 4.4
AutoCAD SHX Text 3.8
AutoCAD SHX Text 3.9
AutoCAD SHX Text 4.1
AutoCAD SHX Text 4.9
AutoCAD SHX Text 4.6
AutoCAD SHX Text 4.6
AutoCAD SHX Text 4.3
AutoCAD SHX Text 4.4
AutoCAD SHX Text 4.9
AutoCAD SHX Text 5.3
AutoCAD SHX Text 5.1
AutoCAD SHX Text 4.1
AutoCAD SHX Text 4.4
AutoCAD SHX Text 4.4
AutoCAD SHX Text 4.4
AutoCAD SHX Text 4.3
AutoCAD SHX Text 4.7
AutoCAD SHX Text
AutoCAD SHX Text 4.70
AutoCAD SHX Text irv
AutoCAD SHX Text
AutoCAD SHX Text 4.83
AutoCAD SHX Text irv
AutoCAD SHX Text
AutoCAD SHX Text 2.83
AutoCAD SHX Text
AutoCAD SHX Text 2.60
AutoCAD SHX Text
AutoCAD SHX Text 3.66
AutoCAD SHX Text
AutoCAD SHX Text 4.38
AutoCAD SHX Text owl
AutoCAD SHX Text
AutoCAD SHX Text 5.37
AutoCAD SHX Text
AutoCAD SHX Text 5.77
AutoCAD SHX Text
AutoCAD SHX Text 4.33
AutoCAD SHX Text
AutoCAD SHX Text 4.32
AutoCAD SHX Text 6.16
AutoCAD SHX Text 6.01
AutoCAD SHX Text 5.98
AutoCAD SHX Text 6.02
AutoCAD SHX Text 6.03
AutoCAD SHX Text 6.02
AutoCAD SHX Text 3.60
AutoCAD SHX Text 3.96
AutoCAD SHX Text 3.92
AutoCAD SHX Text 3.72
AutoCAD SHX Text 4.10
AutoCAD SHX Text 4.10
AutoCAD SHX Text 4.02
AutoCAD SHX Text
AutoCAD SHX Text 3.49
AutoCAD SHX Text tr
AutoCAD SHX Text
AutoCAD SHX Text 5.03
AutoCAD SHX Text 4.38
AutoCAD SHX Text 5.01
AutoCAD SHX Text 5.60
AutoCAD SHX Text 6.24
AutoCAD SHX Text 6.49
AutoCAD SHX Text 6.75
AutoCAD SHX Text
AutoCAD SHX Text 3.92
AutoCAD SHX Text warv
AutoCAD SHX Text
AutoCAD SHX Text 4.50
AutoCAD SHX Text well
AutoCAD SHX Text
AutoCAD SHX Text 3.78
AutoCAD SHX Text wm
AutoCAD SHX Text
AutoCAD SHX Text 3.85
AutoCAD SHX Text wm
AutoCAD SHX Text
AutoCAD SHX Text 3.74
AutoCAD SHX Text wm
AutoCAD SHX Text
AutoCAD SHX Text 5.80
AutoCAD SHX Text wv
AutoCAD SHX Text
AutoCAD SHX Text 5.90
AutoCAD SHX Text wv
AutoCAD SHX Text
AutoCAD SHX Text 4.70
AutoCAD SHX Text yrd
AutoCAD SHX Text 3.70
AutoCAD SHX Text 4.34
AutoCAD SHX Text 4.23
AutoCAD SHX Text
= IRRIGATION VALVE
AutoCAD SHX Text
= ELECTRIC METER
AutoCAD SHX Text
= CABLE TV RISER
AutoCAD SHX Text
= ELECTRIC BOX
AutoCAD SHX Text
= CONCRETE POWER POLE
AutoCAD SHX Text
= WATER SERVICE
AutoCAD SHX Text
= CLEAN OUT
AutoCAD SHX Text
= WATER VALVE
AutoCAD SHX Text
= SEWER VALVE
AutoCAD SHX Text
= WATER METER
AutoCAD SHX Text
= FIRE HYDRANT
AutoCAD SHX Text
= BACKFLOW PREVENTOR
AutoCAD SHX Text
= FIRE DEPARTMENT CONNECT
AutoCAD SHX Text
= ELECTRIC MARKER
AutoCAD SHX Text
= LIGHT POLE
AutoCAD SHX Text
= SEWER MANHOLE
AutoCAD SHX Text
= FOUND IRON PIPE
AutoCAD SHX Text
= CHAIN LINK FENCE
AutoCAD SHX Text
= GAS MANHOLE
AutoCAD SHX Text
= GAS MARKER
AutoCAD SHX Text
= SIGN
AutoCAD SHX Text
= FOUND 5/8" IRON ROD/CAP
AutoCAD SHX Text
= FOUND CONCRETE MONUMENT
AutoCAD SHX Text
= WELL
| Sheets and Views |
| 01 COVER |
| 02 SITE PLAN |
| 2024-07-26T15:17:49-0400 | |
| Dominick J Amico |
File details come from the government source that posted it. Updated .