Montague Armory - Renovate Armory C1 to C8.1 Drawings.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ 171 230000000592 3
- Issued by
- Oakland County, Michigan Center CDP, Michigan
About this file
This is a construction design and demolition plan document prepared by the State of Michigan Department of Technology, Management and Budget, Procurement and Real Estate Services Administration, in coordination with the Department of Military and Veterans Affairs for the renovation of the Montague Armory located in Montague, Michigan. The project, identified as 26C202400005, involves comprehensive site work including demolition, grading, drainage, and infrastructure improvements across approximately 6.12 acres. Key demolition tasks include removal of three fuel storage tanks (3,000-gallon gasoline and 4,000-gallon diesel tanks), fuel dispensers, concrete loading ramps, light poles, fencing, and trees. Construction elements include 8,640 square yards of new asphalt pavement, 5,935 square yards of gravel surface, new storm drainage infrastructure (254 linear feet of 12-inch RCP, multiple catch basins and leaching basins), new chain-link fencing with anti-climb features (1,025 linear feet total), a 24-foot sliding vehicle gate, an 8,000-gallon diesel fuel tank with dispensing equipment, concrete sidewalks, and miscellaneous site amenities including signage and lighting.
The drawings are dated June 16, 2023 and represent preliminary construction documents prepared for bid. The project includes detailed specifications for grading and drainage with specific elevation requirements, soil erosion and sedimentation control measures including silt fence (2,147 linear feet), mulch blankets, and riprap placement. Construction is planned in two phases, with Phase 1 encompassing 3.18 acres and Phase 2 encompassing 2.93 acres, requiring temporary erosion control measures prior to demolition and permanent stabilization completion in Phase 1 before Phase 2 commencement. The project incorporates compliance with Michigan Department of Transportation standards and includes provisions for parking areas totaling 159 vehicles (139 POV spaces and 20 GSA spaces), new retention areas for stormwater management, and comprehensive detail drawings for all structural elements including fence specifications, gate mechanisms, fuel point infrastructure, and drainage structures.
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REMOVE TREE, TYP.
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REMOVE CONCRETE LOADING RAMP
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REMOVE 3000 GAL GASOLINE AND 4000 GAL DIESEL FUEL STORAGE TANKS, TYP.
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REMOVE AND DISPOSE OF FUEL DISPENSERS AND ALL RELATED PIPING
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CLEAR AND GRUB AREA SHOWN
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INV=626.6
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EX. 48" CATCH BASIN RIM=629.0 INV.SE=625.73
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EX. 48" CATCH BASIN RIM=629.0 INV.SE=625.33
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SILT FENCE, 2147' TOTAL
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CLEAR AND GRUB AREA - 17,605 SY TOTAL
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MILL AND PULVERIZE, REGRADE AND COMPACT - 4,992 SY TOTAL
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DEMOLISH AND REMOVE CONCRETE - 267 SY TOTAL
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* SOME AREAS HAVE MULTIPLE AREA TYPES FOR WORKSOME AREAS HAVE MULTIPLE AREA TYPES FOR WORK
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REMOVE CHAIN LINK FENCE, 284' TOTAL
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EXISTING CHAIN LINK FENCE
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NEW 4" WIDE PAVEMENT MARKINGS, BLUE FOR ALL ADA ACCESSIBLE, TYP.
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PROVIDE AND INSTALL NEW SIGNS, SEE DETAIL B, SHT. C7, TYP.
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PAVEMENT MARKING 45 DEGREE, 2' SPACING, TYP.
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NEW 4" WIDE PAVEMENT MARKINGS, YELLOW, TYP.
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NEW 4" WIDE PAVEMENT MARKINGS, YELLOW, TYP.
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PROVIDE AND INSTALL NEW END FENCE POST TO TIE EXISTING FENCE AND TO NEW FENCE
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PROVIDE AND INSTALL NEW END FENCE POST TO TIE EXISTING FENCE AND NEW FENCE TO
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PROVIDE AND INSTALL NEW END FENCE POST TO TIE EXISTING FENCE AND TO NEW FENCE
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POV PARKING 139 SPOTS
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GSA PARKING 20 SPOTS
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NEW RETENTION AREA 3
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NEW RETENTION AREA 2
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PROPOSED MILITARY 5590 SYD 3177 SYD USABLE PARKING
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EXISTING RETENTION AREA 1
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NEW SWALE
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NEW 254' 12" RCP STORM
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NEW 48" CATCH BASIN RIM=626.0 INV.SE=621.0
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NEW 204' 12" RCP STORM
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NEW 238' 12" RCP STORM
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NEW 48" CATCH BASIN RIM=627.0 INV.W=623.0
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NEW 48" CATCH BASIN RIM=629.7 INV.E=622.5 INV.W=622.0 INV.S=625.5
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NEW 48" LEACHING BASIN RIM=624.0 INV.E=621.0 W/ 7 SYD OF RIP RAP
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NEW 48" LEACHING BASIN RIM=623.0 INV.N=620.0 W\ 7 SYD RIP RAP
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INV=626.6
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NEW 12" CMP CULVERT INV.W=626.6 INV.E=626.5
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INV=626.5
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PLACE 5 SYD RIP RAP
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EX. 48" CATCH BASIN RIM=629.0 INV.SE=625.73
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NEW 76' 6" PVC STORM
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NEW 48" CATCH BASIN RIM=629.5 INV.N=626.56
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NEW 15OO GAL OIL/WATER SEPARATOR RIM=629.8 INV.S=625.8 INV.N=625.6
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ADD 2" OF 21AA AND REGRADE AREA
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ADD 2" OF 21AA AND REGRADE AREA
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EX. SANITARY LATERAL INV.=620.24
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PROPOSED GRAVEL AREAS, 5,935 SY TOTAL
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PROPOSED HMA PAVEMENT, 8,640 SY TOTAL
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1. ALL CONSTRUCTION LAYOUT SHALL BE COMPLETED BY CONTRACTOR APPROVED BY DMVA ENGINEER/PROJECT MANANAGER PRIOR TO CONSTRUCTION. ALL CONSTRUCTION LAYOUT SHALL BE COMPLETED BY CONTRACTOR APPROVED BY DMVA ENGINEER/PROJECT MANANAGER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL STAKE ALL RADIUS POINTS FOR INSPECTION PRIOR TO WORK. 2. UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE PLANS, ALL SIDEWALKS DRIVES, PAVEMENT, CULVERTS, AND UTILITIES SHALL BE PROTECTED. ANY ITEMS UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE PLANS, ALL SIDEWALKS DRIVES, PAVEMENT, CULVERTS, AND UTILITIES SHALL BE PROTECTED. ANY ITEMS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED INCIDENTAL TO CONSTRUCTION. 3. PLACE AND COMPACT NEW SURFACE MATERIAL TO ACCOMMODATE THE CROSS SECTIONS SHOWN ON THE PLANS. SURFACE SHALL BE COMPACTED TO PLACE AND COMPACT NEW SURFACE MATERIAL TO ACCOMMODATE THE CROSS SECTIONS SHOWN ON THE PLANS. SURFACE SHALL BE COMPACTED TO DENSITY PER SPECIFICATIONS. 4. RESTORE ALL DISTURBED LAWN AREAS WITH TOPSOIL, FERTILIZER, SEED AND MULCH BLANKET. ALL TOPSOIL SHALL BE FURNISHED.RESTORE ALL DISTURBED LAWN AREAS WITH TOPSOIL, FERTILIZER, SEED AND MULCH BLANKET. ALL TOPSOIL SHALL BE FURNISHED.
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PROPOSED MDOT TYPE B GUARDRAIL, 190 LF TOTAL
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PROPOSED FENCE, 1025 LF TOTAL
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NEW 5935 SY, 8" MDOT 21AA GRAVEL SURFACE
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8,640 SY OF ASPHALT PAVEMENT
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PROPOSED SIGN, 5 TOTAL
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PROPOSED ROSETTA STONE OUTCROPPING FREESTANDING WALL, 243 LF TOTAL
AutoCAD SHX Text
PROPOSED CONCRETE, 408 SY TOTAL
AutoCAD SHX Text E
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NEW 243 LF ROSETTA STONE WALL
AutoCAD SHX Text C5
AutoCAD SHX Text I
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NEW 48" STORM CATCH BASIN, 4 TOTAL
AutoCAD SHX Text C5
AutoCAD SHX Text A
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NEW FUEL POINT
AutoCAD SHX Text C6
AutoCAD SHX Text C
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NEW REMOVABLE BOLLARD
AutoCAD SHX Text C7
AutoCAD SHX Text B
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NEW 807 LF OF 6' CHAIN LINK FENCE WITH ANTI-CLIMB
AutoCAD SHX Text C4
AutoCAD SHX Text D
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4" CONCRETE SIDEWALK
AutoCAD SHX Text C5
AutoCAD SHX Text D
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4" CONCRETE SIDEWALK
AutoCAD SHX Text C5
AutoCAD SHX Text A
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NEW 24' WIDE SLIDING VEHICLE GATE
AutoCAD SHX Text C4
AutoCAD SHX Text A
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NEW LOADING RAMP
AutoCAD SHX Text C7
AutoCAD SHX Text A
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NEW POLE MOUNTED EXTERIOR LIGHT, TYPE B, 2 HEAD, 2 TOTAL
AutoCAD SHX Text E010
AutoCAD SHX Text H
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NEW 48" LEACHING BASIN 2 TOTAL
AutoCAD SHX Text C5
AutoCAD SHX Text H
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NEW 48" LEACHING BASIN, 2 TOTAL
AutoCAD SHX Text C5
AutoCAD SHX Text B
AutoCAD SHX Text
8,640 SY OF ASPHALT PAVEMENT
AutoCAD SHX Text C5
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NEW 48" STORM CATCH BASIN, 4 TOTAL
AutoCAD SHX Text C5
AutoCAD SHX Text D
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NEW 1500 GAL OIL/WATER SEPARATOR
AutoCAD SHX Text C7
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NEW POLE MOUNTED EXTERIOR LIGHT, TYPE B, 5 TOTAL
E1
GAS
GAS
G
AS
G
AS
G
AS
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AS
G
AS
G
AS
G
AS
G
AS
G
AS
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AS
G
AS
G
AS
GAS GAS GAS GAS GAS
G
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12" WTR
12" WTR
" W
TR
" W
TR
8" SAN
8" SAN
8" SAN
" S
TM
8" S
AN
8"
S
AN
8" S
AN
ELEC
TELE
TELE
TE
LE
EL
EC
INDUSTRIAL PARK DRIVE
C O
O K
ST
R
EE
T
EX. HMA
EX. BLDG
EX. C
ONC
EX. BLDG
EX. BLDG
EX. BLDG
EX. SHED
EX. CONC
EX. CONC
EX. CONC
EX. C
ONC
CONC
EX. CONC
TE
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6" STM
6" STM
8"
STM
EX. GRAVEL
EX. GRAVEL
EX. GRAVEL
EX. GRAVEL
EX. GRASS
EX. GRASS
EX. GRASS
EX. GRASS
EX. GRASS
EX. GRASS
EX. BLDG
EX. C
ONC
8,0
GALLO
N
DIESEL F
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CJ.
CJ.
CJ.
CJ.
8" STM
8" STM
SF
SF
SF
SF
SF
SFSF
SF
SFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSF
E8 P
E8 P
E8 P
E8 P
E8 P
E8 P
E8 P
E8 P
E8 P
E8 P
E6 T
E6 T
E6 T
E6 T
E6 T
E6 TE6 T
E6 T
E6 T
E6 T
E6 T
E6 T
E6 T
E12 P E12P
E12P
E12 P E12P
E12P
SF
SF SF
SF
S58T
SF
PR
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AF
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AD
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RD
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RD
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RD
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FLAG
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RD
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RD
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RD
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RD
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RD
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RD
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RD
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RD
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RD
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RD
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RD
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CB
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CB
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CB
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CB
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CB
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AutoCAD SHX Text G
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AutoCAD SHX Text S51
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AutoCAD SHX Text
NEW 254' 12" RCP STORM
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NEW 48" CATCH BASIN RIM=626.0 INV.SE=621.0
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NEW 204' 12" RCP STORM
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NEW 238' 12" RCP STORM
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NEW 48" CATCH BASIN RIM=627.0 INV.W=623.0
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NEW 48" CATCH BASIN RIM=629.7 INV.E=622.5 INV.W=622.0 INV.S=625.5
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NEW 48" LEACHING BASIN RIM=624.0 INV.E=621.0 W/ 7 SYD OF RIP RAP
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NEW 48" LEACHING BASIN RIM=623.0 INV.N=620.0 W\ 7 SYD RIP RAP
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INV=626.6
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PLACE MULCH BLANKET OVER AREA ALONG SIDES OF NEW RETENTION AREA
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BREAK LINE
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NEW SWALE
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NEW SWALE
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NEW SWALE
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PLACE MULCH BLANKET OVER AREA ALONG SIDES OF NEW RETENTION AREA
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NEW 12" CMP CULVERT INV.W=626.6 INV.E=626.5
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NEW RETENTION AREA 3
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NEW RETENTION AREA 2
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EXISTING RETENTION AREA 1
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INV=626.5
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PLACE 5 SYD RIP RAP
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PLACE 5 SYD RIP RAP
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EMERGENCY SPILLWAY INLET INV. 627.00 PLACE 5 SYD OF RIPRAP
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EMERGENCY SPILLWAY INLET INV. 626.75 PLACE 5 SYD OF RIPRAP
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TOP SOIL STOCKPILE AREA
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EX. 48" CATCH BASIN RIM=629.0 INV.SE=625.73
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EX. 48" CATCH BASIN RIM=629.0 INV.SE=625.33
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EX. 48" CATCH BASIN RIM=626.0 INV.NW=623.99 INV.W=623.82
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NEW 76' 6" PVC STORM
AutoCAD SHX Text
NEW 48" CATCH BASIN RIM=629.5 INV.N=626.56
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NEW 15OO GAL OIL/WATER SEPARATOR RIM=629.8 INV.S=625.8 INV.N=625.6
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EX. SANITARY STRUCTURE RIM=630.0 INV.E=624.51 INV.NW=624.51 INV.SW=626.12
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EX. SANITARY LATERAL INV.=620.24
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PROPOSED GRADING/DRAINAGE PLAN
AutoCAD SHX Text 1" = 30'
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LEGEND
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DETAIL CALLOUT
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DETAIL #
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SHEET SHOWN
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PROPOSED ASPHALT PARKING AREAS
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EXISTING CONTOUR
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GRADING LIMITS
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KAB'17
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KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.
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PROPOSED CONTOUR
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PROPOSED GRAVEL AREAS, SUPPLY AND INSTALL COMPACTED 8" MDOT 21AA
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CONTROL POINT
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SILT FENCE, 2147' TOTAL
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ADD 2" OF 21AA AND REGRADE AREA, 1,384 SY
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TUEBOR
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AutoCAD SHX Text N
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KAB
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AutoCAD SHX Text B
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N
TRESPASSING
RESTRICTED
AREA
NO
END OR GATE POST DETAIL
BRACE RAIL CLAMP DETAILSTRUSS ROD AND BAND TENSION BAND DETAIL
FASTENING DETAILS
ROUND POST
LINE POST ATTACHMENTS
BRACE PANEL DETAIL TOP OR BRACE RAIL ATTACHMENT
ROUND POST
NOTE:
PR
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IM
IN
AR
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C O
N
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IG
N A
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AD
AM
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AC
H
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KM
M
KM
M
BA
B
KM
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M
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AR
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AN
D V
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AN
S
AF
FA
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S
M O
N
TA
G U
E
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M O
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TA
G
U E, M
IC
H
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AN
D
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U N
M
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D
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AI
LS
C
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6' FABRIC WIDTH
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
10'-0" MAXIMUM
AutoCAD SHX Text 6"
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3'-6" MIN.
AutoCAD SHX Text
16" MIN. DIA.
AutoCAD SHX Text
CONCRETE BASE
AutoCAD SHX Text
TENSION WIRE
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2 3/8" O.D. LINE POST
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LINE POST
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GRADE
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HOG RINGS (TYP.)
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12" MIN. DIA.
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 2"
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CHAIN-LINK FABRIC 9 GAGE, 2" MESH WITH BARBED TWIST SELVAGE TOP & BOTTOM
AutoCAD SHX Text
2 7/8" O.D. CORNER, END, OR PULL POST
AutoCAD SHX Text
9 GAUGE STEEL TIE WIRES (TYP.)
AutoCAD SHX Text
TIE WIRES OR HOG RINGS (TYP.)
AutoCAD SHX Text
7 GAUGE TENSION WIRE
AutoCAD SHX Text
BOTTOM OF FABRIC
AutoCAD SHX Text
BARBED-WIRE APRON ON EXTENSION ARMS
AutoCAD SHX Text
10'-0" O.C. MAXIMUM LINE POSTS TO BE EQUALLY SPACED
AutoCAD SHX Text
1 1/2" MIN 2 1/2" MAX
AutoCAD SHX Text
1 5/8" O.D. BRACE RAIL AT ENDS, CORNERS, & GATES
AutoCAD SHX Text
TRUSS ROD 3/8" MIN. DIA. WITH TURNBUCKLE AT ENDS, CORNERS, & GATES
AutoCAD SHX Text Footing
AutoCAD SHX Text Concrete
AutoCAD SHX Text Intermediate Post
AutoCAD SHX Text Install New
AutoCAD SHX Text Line Post
AutoCAD SHX Text Install New
AutoCAD SHX Text Grade
AutoCAD SHX Text 2-3/8" O.D.
AutoCAD SHX Text Line Post
AutoCAD SHX Text Galvanized
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 9'-6"
AutoCAD SHX Text Fabricate And Install
AutoCAD SHX Text Detail, This Sheet)
AutoCAD SHX Text On Gate (See Bracket
AutoCAD SHX Text Bracing For Fabric
AutoCAD SHX Text Or Concrete
AutoCAD SHX Text Top With Steel Plate
AutoCAD SHX Text Frame Members
AutoCAD SHX Text 2" O.D. Pipe
AutoCAD SHX Text 4" O.D. Pipe Posts, Cap
AutoCAD SHX Text Cantilever Roller Assemblies
AutoCAD SHX Text Weld To Frame.
AutoCAD SHX Text Sheet C4)
AutoCAD SHX Text (See Gate Arm Detail, AutoCAD SHX Text Anchor To Posts W/2 Ea U-Bolts
AutoCAD SHX Text 2" Posts For Anti-Climb
AutoCAD SHX Text 2-1/2" X 4"%%c Rollers -
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text Wire
AutoCAD SHX Text Of Double Strand Barbed
AutoCAD SHX Text 1' Anti-climb With 3 Sets
AutoCAD SHX Text Link Rolling Gate With
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text Cover Gate Assembly
AutoCAD SHX Text With Fence Fabric
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text 7'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text Install New 6'-0" Chain
AutoCAD SHX Text (@ Corners, Ends & Gates)
AutoCAD SHX Text 3/8"%%c Rod & Turnbuckle
AutoCAD SHX Text 10'-0" C to C
AutoCAD SHX Text 12"
AutoCAD SHX Text Bracing @ Ends, AutoCAD SHX Text Provide 1 5/8" O.D.
AutoCAD SHX Text 2" O.D. Pipe
AutoCAD SHX Text Corners & Gates
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 13'-0"
AutoCAD SHX Text 1-1/2" O.D.
AutoCAD SHX Text (Diagonal)
AutoCAD SHX Text Pipe Braces
AutoCAD SHX Text Footing
AutoCAD SHX Text Concrete
AutoCAD SHX Text 9'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text Frame Members
AutoCAD SHX Text X 2'-0" Long -
AutoCAD SHX Text Concrete Footing
AutoCAD SHX Text Expose 4" A.G.
AutoCAD SHX Text Gate Stop [ 6 X 8.2#
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 24'-0" Opening
AutoCAD SHX Text Road
AutoCAD SHX Text 26'-0"
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 23'-0" Gate Arm
AutoCAD SHX Text W/ 7 Gauge Tension Wire
AutoCAD SHX Text Twist Selvage - Top & Bottom
AutoCAD SHX Text Mesh Galvanized With Barbed
AutoCAD SHX Text 6' Chain Link Fence, 9 Gauge, 2"
AutoCAD SHX Text Equal
AutoCAD SHX Text Equal
AutoCAD SHX Text Intermediate Post
AutoCAD SHX Text Install New
AutoCAD SHX Text Line Post
AutoCAD SHX Text Install New
AutoCAD SHX Text Top & Bottom
AutoCAD SHX Text Fabric Bracket
AutoCAD SHX Text See Sheet C4
AutoCAD SHX Text Max gap under gate is 4"
AutoCAD SHX Text Gussets - Weld In
AutoCAD SHX Text Each Corner
AutoCAD SHX Text 2" X 2" X 1/4"
AutoCAD SHX Text Max gap under gate is 4"
AutoCAD SHX Text 11-7/16"
AutoCAD SHX Text
A RED, WHITE AND BLUE SHIELD
AutoCAD SHX Text
ON A CREAM BACKGROUND
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GSA NUMBER 9905-00-559-2971
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GSA SAFETY SIGN
AutoCAD SHX Text
NONREFLECTORIZED SIGN INCLUDES
AutoCAD SHX Text 13-1/2"
AutoCAD SHX Text ** THE CONTRACTOR SHALL INSTALL GSA PERIMETER SIGNS PROVIDED BY DMVA FOR ALL NEW FENCING AND GATES. THE CONTRACTOR SHALL INSTALL SIGNS ON THE SECURE SIDE OF THE FENCING WITH NOMENCLATURE SHOWN TO THE ROAD SIDE OF THE FENCING. THE SIGNS SHALL BE POSTED AT INTERVALS OF NO MORE THAN 100 FEET AND ON ALL NEW GATES. FASTEN WITH HOG RINGS ON 4 CORNERS.
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FABRIC
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TENSION BAR
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CARRIAGE BOLT
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FABRIC
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TENSION BAND
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TENSION WIRE
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PULL POST
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LINE POST
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LINE POST
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TRUSS ROD
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TRUSS ROD
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10'-0" MAX.
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10'-0" MAX.
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NO SCALE
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NO SCALE
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BRACE RAILS
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BRACE RAILS
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CONCRETE BASE
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1 1/2" (TYP.)
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9-GAGE STEEL TIE WIRES (2'-0" O.C. MAX.)
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TENSION BAND (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)
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TENSION BAR TO ENGAGE EACH FABRIC LINK
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BARBED WIRE OR TENSION WIRE
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PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED 660 FEET.
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TRUSS ROD (3/8" MIN. DIA.)
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TRUSS ROD (3/8" MIN. DIA.)
AutoCAD SHX Text 9-GAGE STEEL TIE WIRE (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)
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NO SCALE
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TENSION WIRE
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6' SECURITY FENCE DETAIL
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NOT TO SCALE
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MISC. FENCE DETAILS TYP.
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NOT TO SCALE
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SIGNAGE DETAIL
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NOT TO SCALE
AutoCAD SHX Text 3"
AutoCAD SHX Text 5"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 2"
AutoCAD SHX Text 1'-4"
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AutoCAD SHX Text WEAVE 1" x 1/8" x 1'-4" STOCK THROUGH FENCING. WELD 1" x 1/8" x 2" STOCK TO THE 1'-4" LONG STOCK AT 4" FROM EACH END, THEN WELD 2" STOCK TO FRAME. (SAME FOR TOP AND BOTTOM)
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FRAME
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CENTER OF BRACKETS (APPROX. 4' O.C. UNLESS SHOWN OTHERWISE)
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POST CAP
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2' ANTI-CLIMB POST
AutoCAD SHX Text WELD 3" x 2" NIPPLE TO GATE POST AND 2' ANTI-CLIMB POST
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FABRICATE ANTI-CLIMB WITH 2' POST MATERIAL AND 3 STRANDS BARBED WIRE.
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ANTI CLIMB GATE POST BRACKET
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FABRIC BRACKET
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24' DUAL SLIDING GATE DETAIL
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NOT TO SCALE
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TUEBOR
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KAB
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8"
2'-0"
5" (TYP.)
D
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AI
LS
C
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TUEBOR
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KAB
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AutoCAD SHX Text GRADE PER PLAN, RESTORE WITH 3" TOPSOIL, FERTILIZER, SEED, AND MULCH BLANKET (TYP)
AutoCAD SHX Text GRADE PER PLAN. RESTORE WITH MIN 3" TOPSOIL, FERTILIZER, SEED, AND MULCH BLANKET (TYP)
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SLOPE PER PLAN
AutoCAD SHX Text GRADE AS REQUIRED TO INSTALL NEW 8" MDOT 21AA MATERIAL OVER SUITABLE SUBBASE TO THE ELEVATIONS INDICATED. COMPACT EXISTING BASE TO REQUIRED DENSITY.
INSTALL MINIMUM 8" NEW COMPACTED MDOT 21AA AGGREGATE BASE OVER EXISTING COMPACTED SUBGRADE.
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TYPICAL GRAVEL SURFACE
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NOT TO SCALE
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PARKING LOT REPAVING
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AutoCAD SHX Text A
AutoCAD SHX Text MAX 1:4 FILL SLOPE, RESTORE WITH MIN 3" TOPSOIL, FERTILIZER SEED AND MULCH BLANKET (TYP)**
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SLOPE PER PLAN
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CRUSH, RESHAPE AND COMPACT 4" HMA, PLUS 2" EXISTING BASE MATERIAL
AutoCAD SHX Text ** CUT SWALE & FILL SLOPES SHOWN ARE TYPICAL AND COULD BE REQUIRED ON ALL SIDES OF PARKING LOT TO MATCH EXISTING CONDITIONS. CONTRACTOR TO PROVIDE GRADING AND RESTORATION AS NEEDED UP TO GRADING LIMITS IN ORDER TO ESTABLISH POSITIVE DRAINAGE AND ELIMINATE STANDING WATER.
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220#/SYD MDOT 13A SURFACE OVER 220#/SYD MDOT 13A BASE WITH TACK COAT IN BETWEEN
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EXISTING BASE
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PARKING LOT NEW
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NEW ASPHALT / GRASS
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SLOPE PER PLAN
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12" 21AA CRUSHED CONCRETE
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220#/SYD MDOT 13A SURFACE OVER 220#/SYD MDOT 13A BASE WITH TACK COAT IN BETWEEN
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REMOVE EXISTING TOPSOIL TO PLACE NEW ASPHALT AND BASE
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NEW ASPHALT / GRASS
AutoCAD SHX Text MAX 1:4 FILL SLOPE, RESTORE WITH MIN 3" TOPSOIL, FERTILIZER SEED AND MULCH BLANKET (TYP)**
AutoCAD SHX Text 1"
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SLOPE TO DRAIN 1/4": 1' - 0"
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CONCRETE SIDEWALK
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NOT TO SCALE
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SEE PLAN FOR WIDTH
AutoCAD SHX Text 14"R
AutoCAD SHX Text 4"
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MINIMUM 6" MDOT CLASS II COMPACTED GRANULAR BASE
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6X6 - W1.4 X W1.4 WWF AT MIDPOINT
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BROOM FINISH
AutoCAD SHX Text SLOPE FIN. GRADE AWAY FROM WALK, RESTORE WITH TOPSOIL, FERTILIZER, SEED & MULCH (TYP)
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EXCAVATE AS REQUIRED TO INSTALL NEW SIDEWALK
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CONC. WALK
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CONC. SIDEWALK JOINTS
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NOT TO SCALE
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%%UCONTRACTION JOINT
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EXPANSION JOINT
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JOINT SEALER CONFORMING TO ASTM D1850
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PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752
AutoCAD SHX Text *INSTALL EXPANSION JOINTS AT MAXIMUM 30' INTERVALS & AT ALL SIDEWALK CHANGES IN DIRECTION
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*INSTALL CONTRACTION JOINTS AT INTERVALS EQUAL TO SIDEWALK WIDTH
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*SEE DETAIL 2 THIS SHEET FOR SIDEWALK JOINT REQUIREMENTS
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NOTE: BOTTOM OF TRENCH SHALL BE A MINIMUM WIDTH OF THE PIPE O.D. PLUS 12 INCHES.
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COMPACTED BACKFILL PER THE SPECIFICATIONS
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CLASS B BEDDING PER THE SPECIFICATIONS
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PIPE O.D.
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UNDISTURBED SOIL
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MIN 0.30*O.D.
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CONC. PIPE BEDDING DET.
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NOT TO SCALE
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GRASS AREA
AutoCAD SHX Text LEVELING PAD: 6" 21AA DENSE GRADED LIMESTONE AGG. BASE COURSE COMPACTED TO 95% OF STANDARD PROCTOR OR 90% OF MODIFIED PROCTOR OR IN-SITU COHESIVE TESTED TO ENSURE ADEQUATE BEARING CAPACITY
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ROSETTA OUTCROPPING FREE-STANDING PERIMETER WALL
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ROSETTA OUTCROPPING FREE-STANDING BARRIER WALL (SECTION A-A)
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NEW CONCRETE
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FREESTANDING WALL
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GRADE RINGS AS REQUIRED
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REMOVE BELL FROM OUTLET PIPE INSIDE STRUCTURE WALL. TYPICAL FOR ALL STRUCTURES.
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SUMP 2' MINIMUM
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48" PRECAST MANHOLE AND CONE, TYP.
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CAST FRAME AND COVER
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NEW SEWER PIPE
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SEE PLAN FOR
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#4 STEEL BARS SPACED 12" BOTH WAYS
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INV.: SEE PLAN
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SIZE AND CONFIGURAION
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CATCH BASIN
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NOT TO SCALE
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MANHOLE STEPS AT 16" O.C. MAX
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NEW SEWER PIPE
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SEE PLAN FOR
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INV.: SEE PLAN
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SIZE AND CONFIGURAION
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MIN. OF 8" OF 21AA BASE
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LEACHING BASIN
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NOT TO SCALE
AutoCAD SHX Text 12"
AutoCAD SHX Text 24"
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24" TYP.
AutoCAD SHX Text 36"
AutoCAD SHX Text 24"
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PRECAST CONC. RING
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1" TO 1 1/2" DIA. STONE
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FIN. GRADE EL.
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FIN. PIPE EL.
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FIN. RING EL.
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CATCH BASIN CASTING SHALL BE E.J.I.W. 1900ZPT FRAME AND 2870M GRATE OR EQUAL
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MAX. 3 COURSE BRICK (CASTING ADJUSTMENT)
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GEOTECHNICAL FABRIC (MIRAFI 600X OR EQUAL)
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12" C76, CLASS IV PIPE
AutoCAD SHX Text DRY WELL - STD. 4' DIA. PRECAST CONC. MANHOLE UNIT WITH OPEN BOTTOM AND PERFORATED SIDE WALLS.
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(7 SYD) RIPRAP, PLAIN
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PLACE :
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TYPICAL ALL STRUCTURES
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TOTAL 14 SYD
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5' DIAMETER RIPRAP, PLAIN
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(LESS CASTING AREA)
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CATCH BASIN SLAB
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NOT TO SCALE
AutoCAD SHX Text 8' X 8' BY 6" THICK REINFORCED CONCRETE SLAB WITH CONTRACTION JOINTS AT MIDSLAB EACH WAY. PLACE ON MIN 6" COMPACTED 21AA BASE. REINFORCE WITH 6X6-W2.4XW2.4 AT MIDSLAB
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NEW STORM CATCH BASIN
AutoCAD SHX Text C.J.
AutoCAD SHX Text C.J.
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AutoCAD SHX Text C.J.
AutoCAD SHX Text 8" CONCRETE (10'x10')
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C5
W6 X 9 X 12' STEEL GUARD RAIL
LINE POST PAINT RED
GRADE
8"
8"
POST BOLT WASHER
9.5" POST BOLT
POST BOLT WASHER
STANDARD W6 X 9 X 6'
STEEL LINE POST
BEAM GUARDRAIL SECTION
NOTE:
ALL GUARDRAIL DETAILS
SHOWN ARE M.D.O.T.
BEAM GUARDRAIL-TYPE A
DETAILS
GUARDRAIL DETAIL
W6 X 9 X 6' STEEL GUARD RAIL
LINE POST
BACK UP ELEMENT AT
INTERMEDIATE POSTS
12" NOMINAL
STEEL GUARDRAIL
TERMINAL END
SHOE
GRADE LINE
W6 X 9 X 6' STEEL GUARD RAIL
LINE POST
12" NOMINAL
STEEL GUARDRAIL
GRADE LINE
(2) 7', SEE SECTIONS
12" X 3'-6"
CONCRETE
(TYPICAL 7) GUARDRAIL DETAIL7
N.T.S.
N.T.S.
TERMINAL END
SHOE
GUARDRAIL SECTION
BACK UP ELEMENT AT
INTERMEDIATE POSTS
F.E.C. ENCLOSURE
WEATHERPROOF EMERGENCY SHUTOFF,
SEE SPECIFICATIONS
WEATHERPROOF SIREN,
SEE SPECIFICATIONS
1/2" EXPANSION
MATERIAL
12" X 3'-6"
CONCRETE
(TYPICAL 3)
NEW CONCRETE
JUNCTION BOX
TO PULSE
TRANSMITTER AND
FLOW CONTROL
SOLENOID VALVE
(TYP) 3
4" X 10' COPPER GROUND
ROD, W/ #4 GROUND TO
TANK
SEE CONTINUATION
SHEET E010
DIESEL FUEL
DISPENSER
1" CONDUIT FOR
INVENTORY CONTROL TO
MVS, SEE SHEET E010
FO
S
SWING JOINT
NOTE: REFER TO PLANS FOR LOCATION AND ORIENTATION OF EQUIPMENT AND
ASSOCIATED UTILITIES.
DOUBLE
POPPET FOOT
VALVE (TYP.)
FOS PIPING
LOCATED ABOVE
GROUND
EMERGENCY
SHUT-OFF
VALVE
PRESSURE
REGULATING
VALVE (MOUNTED
UNDER PUMP W/
SHEAR SECTION,
LEVEL WITH BASE
OF DISPENSER)
VERTICAL CHECK
VALVE
PIPE PRESSURE
REGULATOR VENT PER
MANUFACTURER'S
INSTRUCTIONS
ANTI-SIPHON VALVE
24" MANWAY W/
8" EMERGENCY VENT
LEAK DETECTION AND
INVENTORY
MEASUREMENT
PROBE
6' FILL W/DROP TUBE
15 GAL SPILLBOX
W/DRAIN
SECONDARY
CONTAINMENT
MONITOR
INSTALL TANK VENTING
AS REQUIRED
5'-0"
1-'6"
1'-8"
5'-10.5"
2'-10"
6'-10"
11"
2'-8"
10"
9.5"
STAIRWAY TO BE
2'-8" WIDE
8" HIGH CONCRETE FOUNDATION UNDER
DISPENSER W/ PREFABRICATED ISLAND FORM
AND
DISPENSER PAN
BURY ALL ELECTRICAL
CONDUITS MIN 24" DEEP
MARK DISPENSER AND
TANK AS "DIESEL" AST-1HIGH VOLUME
OVERSPILL
CONTAINER
1" CONDUIT FOR PUMP
POWER TO ARMORY, SEE
SHEET E010
ALL TANK MONITORING EQUIPMENT
AT TANK TO BE NEW
HOSE RETRIEVER
8,000 GALLON
DIESEL FUEL TANKCJ.
CJ.
CJ
CJ
5 66
AST
EXISTING
BUILDING
UNIT
IDENTIFICATION
STORAGE
CAPACITY
GALLONS
CONFIGURATION TANK
CONSTRUCTION
STORAGE
CAPACITY
(GALLONS)
TANK DIMENSIONS
TANK
WEIGHT
(LBS.)
MODEL
NUMBER
REMARKS
OUTER
LENGTH
(FT.)
OUTER
WIDTH
(FT.)
OUTER
HEIGHT
(FT.)
AST-1 8,000 ABOVEGROUND DOUBLE WALL
STEEL 8,000 24'-8" 7'-11" 7'-1" 34,250
CONTAINMENT
SOLUTIONS
V4AA108MVS597
NOTE:
1. REFER TO SCHEDULES GENERAL NOTES.
2. MODEL NUMBERS ARE CONVAULT UNLESS OTHERWISE NOTED.
SEE SPECIFICATIONS FOR EXACT
DETAILS OF MODEL
2"
1'-0"
8"
8"
2"
1'-0"
8"
8"
4"
4"
B B
+0
+1 3 16"
+1 3 16"
+1 3 16"
+1 3 16"
A A
A A
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AutoCAD SHX Text 12'6"
AutoCAD SHX Text 6'-3"
AutoCAD SHX Text
46" ABOVE GRADE
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1. THESE DRAWINGS ARE DIAGRAMMATIC, AND REPRESENT THE GENERAL INTENT AND
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ARRANGEMENT OF SYSTEMS. THEY ARE NOT TO BE CONSIDERED
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FABRICATION/COORDINATION/SHOP DRAWINGS. COORDINATION WITH OTHER TRADES IS
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REQUIRED. PROVIDE THE ADDITIONAL FITTINGS AND OFFSETS THAT WILL BE REQUIRED
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TO COMPLETE EACH SYSTEM AND TO AVOID INTERFERENCES WITH ALL OTHER
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SYSTEMS INCLUDING THE STRUCTURE, SHEET METAL, OTHER PIPING SYSTEMS,
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ELECTRICAL CONDUITS, BUS DUCTS, CABLE TRAY, LIGHT FIXTURES, ETC. AND/OR
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OTHER SPACE CONSTRAINTS.
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2. INSTALL SYSTEMS SUCH THAT REQUIRED CLEARANCE AND SERVICE ACCESS SPACE
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IS PROVIDED AROUND ALL MECHANICAL AND ELECTRICAL EQUIPMENT, AND AROUND
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ANY COMPONENTS WHICH REQUIRE SERVICE ACCESS.
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3. PROVIDE SUPPLEMENTARY STEEL AS REQUIRED FOR THE PROPER SUPPORT OF ALL
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SYSTEMS.
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%%UMECHANICAL GENERAL NOTES:
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%%UCONSTRUCTION NOTES:
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1. ROUTE 2 FOS PIPING FROM TOP OF ABOVEGROUND STORAGE TANK (AST-1) ABOVE
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GROUND. ROUTE PIPING INTO DISPENSER PAN.
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2. FUEL OIL DISPENSER WITH SELF-CONTAINED SUCTION PUMPS, MOUNTED ON 9"
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CONCRETE CURB.
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3. FURNISH & INSTALL AN EXTENDED BOOM HOSE RETRIEVER.
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4. OVERFILL PROTECTION AND FILL
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5. FIBERGLASS FIRE EXTINGUISHER CABINET, MOUNT TO EXTENDED GUARD RAIL
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POST. INCLUDE 10LB, BC EXTINGUISHER (2 LOCATIONS)
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6-7 GUARD RAIL SECTIONS, SEE DETAIL SHEET THIS SHEET
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4. FUEL MONITOR IS EXISTING AND NEEDS A NEW CONDUCTOR TO NEW TANK .
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ALL TANK SENSORS AND MONITORING EQUIPMENT IS TO BE NEW.
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NO SCALE
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%%UDIESEL PIPING DIAGRAM
AutoCAD SHX Text 10'8"
AutoCAD SHX Text 12'
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NO SCALE
AutoCAD SHX Text %%uFUEL DISPENSER DETAIL
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NO SCALE
AutoCAD SHX Text %%uSTAIR ACCESS DETAIL
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FUEL DEISEL TANK SCHEDULE
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TYPICAL EDGE DETAIL
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SECTION "A"-"A"
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
12" MIN. MDOT
AutoCAD SHX Text
NEW 6" CONCRETE
AutoCAD SHX Text
INSTALL THICKEND
AutoCAD SHX Text
EDGE 12" THICK
AutoCAD SHX Text
AROUND FUEL PAD
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SLOPE
AutoCAD SHX Text
CLASS II SUBBASE
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TYPICAL EDGE DETAIL
AutoCAD SHX Text
SECTION "B"-"B"
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
1/2"EXPANSION JOINT
AutoCAD SHX Text
FUEL RESISTANT SEALANT
AutoCAD SHX Text 6x6 W2.9xW2.9 WWF
AutoCAD SHX Text
12" MIN. MDOT
AutoCAD SHX Text
NEW 6" CONCRETE
AutoCAD SHX Text
INSTALL THICKEND
AutoCAD SHX Text
EDGE 12" THICK
AutoCAD SHX Text
AROUND FUEL PAD
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
CLASS II SUBBASE
AutoCAD SHX Text 6x6 W2.9xW2.9 WWF
AutoCAD SHX Text
#4 BAR CONTINUOUS
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#4 BAR CONTINUOUS
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1/2" BLACK FELT ENPANSION
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JOINT FILLER
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1/2"EXPANSION JOINT
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FUEL RESISTANT SEALANT
AutoCAD SHX Text
1/2" BLACK FELT ENPANSION
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JOINT FILLER
AutoCAD SHX Text
DIESEL PIPING DIAGRAM
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NOT TO SCALE
AutoCAD SHX Text B
AutoCAD SHX Text
MISC. GUARD RAIL DETAILS
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NOT TO SCALE
AutoCAD SHX Text
FUEL POINT LAYOUT
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NOT TO SCALE
AutoCAD SHX Text A
AutoCAD SHX Text
SLOPE "/FT116"/FT
AutoCAD SHX Text
SLOPE "/FT116"/FT
AutoCAD SHX Text
SLOPE "/FT116"/FT
AutoCAD SHX Text + "1316"
AutoCAD SHX Text
ELEVATION 629.7'
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TUEBOR
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AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
KAB
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AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text I
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AutoCAD SHX Text E
AutoCAD SHX Text O
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AutoCAD SHX Text A
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AutoCAD SHX Text C
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TOP VIEW
SIDE VIEW
RESERVED
PARKING
ONLY
VAN
PARKING
LO
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AutoCAD SHX Text
%%ULOADING RAMP
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ADJUSTABLE LOADING RAMP
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NEW 100,000 LB PORTABLE/
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CENTER ON NEW CONCRETE PAD
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
8" CONCRETE SLAB WITH 6X6 W2.9XW2.9 WWF AT MIDPOINT OVER 8" OF COMPACTED 21AA
AutoCAD SHX Text NEW 100,000 LB CAPACITY PORTABLE/ADJUSTABLE LOADING RAMP. CENTER IN NEW CONCRETE SLAB
AutoCAD SHX Text
PRECAST CONCRETE OIL/WATER SEPARATOR
AutoCAD SHX Text
INLET ELEV
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NEW 6" PVC PIPE
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BACKFILL WITH GRANULAR FILL
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MANHOLE COVER
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MANHOLE COVER
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MANHOLE COVER & RIM (SOLID LID)
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RIM ELEV SEE DWG
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INSTALL NEW WATERTIGHT BOOT
AutoCAD SHX Text
NEW 6" PVC PIPE
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OUTLET ELEV
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4" SAND CUSHON
AutoCAD SHX Text 4" x 4" C.I. TEE WITH BRASS SCREW IN CLEAN OUT PLUG
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WATER LEVEL
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CONCRETE STILLING PARTITION
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INSTALL NEW WATERTIGHT BOOT
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4" THICK CONCRETE DIVIDER
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6" THICK CONCRETE WALLS
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TANK RISER
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1500 GAL
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8" DIA.
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LOADING RAMP LAYOUT
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text A
AutoCAD SHX Text ALUMINUM POST AND PANEL SIGN, INT'L SYMBOL IN WHITE ON BLUE BACKGROUND. MOUNTED ON BOTH SIDES WHERE INDICATED
AutoCAD SHX Text 6" DIA GALVANIZED STEEL PIPE WITH CONC FILL (TO BE PAINTED). INSTALL WITH SIGNS LOCATED IN PAVEMENT-PAINT
AutoCAD SHX Text
12" DIAMETER CONCRETE BASE
AutoCAD SHX Text 2"x2" SQ. ALUM. POST
AutoCAD SHX Text
SEE PLAN FOR LOCATION
AutoCAD SHX Text B
AutoCAD SHX Text
BARRIER FREE PARKING
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
*PIPE TO BE HOT DIP GALVANIZED
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CAULK ALL AROUND
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4" DIA. SCHED. 40
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PAINTED*
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3/16" CAP PLATE
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STEEL PIPE BOLLARD,
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GREASE PIPE BOLLARD
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BEFORE INSTALLATION
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PROVIDE 12" CONCRETE
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ALL AROUND
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5" DIA. SCHED. 80
AutoCAD SHX Text
PVC PIPE SLEEVE
AutoCAD SHX Text
2" DIA. SCHED. 40
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PVC PIPE SLEEVE
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DRAIN
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6" CRUSHED STONE
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NOT TO SCALE
AutoCAD SHX Text
PROVIDE 1/2" DIA. ROD HANDLES (TYP. 2 PER BOLLARD)
AutoCAD SHX Text C
AutoCAD SHX Text
REMOVABLE BOLLARD
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
TOP OF CONCRETE WALK
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text D
AutoCAD SHX Text
OIL/WATER SEPARATOR
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
TUEBOR
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AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
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AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
KAB
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AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text B
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AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
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AutoCAD SHX Text A
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GAS
GAS
G
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GAS GAS GAS
G
AS
12" WTR
" W
TR
" W
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8" SAN
8" SAN
8" SAN
" S
TM
8" S
AN
8"
S
AN
8" S
AN
ELEC
TELE
TELE
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INDUSTRIAL PARK DRIVE
C O
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EX. HMA
EX. BLDG
EX. C
ONC
EX. BLDG
EX. BLDG
EX. BLDG
EX. SHED
EX. CONC
EX. CONC
EX. CONC
EX. C
ONC
CONC
EX. CONC
TE
LE
6" STM
6" STM
8"
STM
EX. GRAVEL
EX. GRAVEL
EX. GRAVEL
EX. GRAVEL
EX. GRASS
EX. GRASS
EX. GRASS
EX. GRASS
EX. GRASS
EX. GRASS
EX. BLDG
EX. C
ONC
8,0
GALLO
N
DIESEL F
UEL T
ANK
CJ.
CJ.
CJ.
CJ.
8" STM
8" STM
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF
SF
SF
SFSF
E8 P
E8 P
E8 P
E8 P
E8 P
E8 P
E8 P
E8 P
E8 P
E8 P
E6 T
E6 T
E6 T
E6 T
E6 TE6 TE6 T
E6 T
E6 T
E6 T
E6 T
E6 T
E6 T
9.0'
20.0'
24.0'
40.0'
24.0'
9.0'
82.0'
R10.0'
R4.6'
R20.0'
9.0'
109.5'
24.0'
R44.0'
R20.0'
6.0'
E12 P E12P
E12 P
E12P E12 P
E12P
SF
SF
S58 T
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AutoCAD SHX Text
RD
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