HomeMy WebLinkAboutC103 - Utility PlanS
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514963.00
STADIUM EXPANSION
CAMPBELL FOOTBALL
NO.REASON DATE
w w w . l i t t l e o n l i n e . c o m
infringement will be subject to legal action.
without their written consent is prohibited and any
reproduction, copying or other use of this drawing
of Little Diversified Architectural Consulting. The
This drawing and the design shown are the property
Little 2012c
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
ROBERT BISHOP, AIA
SHANE WEBSTER, AIA
LITTLE
01.30.13
T: 919.474.2500 F: 919.474.2545
410 Blackwell St., Suite 10 Durham NC 27701
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PACKAGE
SITE
12" Water
15" RCP
15" R
CP
0
SCALE: 1" = 20’
20’10’20’40’60’
FDC
5’ CONC. SIDEWALK
WATER MAIN
EXTEND 12"
Asphalt Parking
FH
15" RCP
FH
12" WATER MAIN
PLUG & BLOCK
SEE STAKING PLAN
GRAVEL TURNAROUND
1
3
5
7
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11
2
FH
FDC
LP
LP
LP
LP
LP
LP
SSMH
Inv Out = 169.48
Inv In = 169.68
Inv In = 169.63
Rim Elev = 177.73
SSMH
Inv Out = 170.28
Inv In = 170.44
Rim Elev = 180.78
SSMH
Field House
Transformer
Electrical
1
2
"
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0"
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4
"
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8" PVC
8" PVC
8"
P
VC
6
" D
IP
Control Box
Irrigation
4
6 8
10
" x " TEE
" x " TEE " x " TEE
" x " TEE
Inv Out = 171.04
Inv In = 171.45
Inv In = 171.86
Inv In = 176.13
Rim Elev = 182.16
SSMH
WV
WV
CO
CO
CO
10’ CONCRETE SIDEWALK
6’ CONCRETE SIDEWALK
5’ Conc. S/W
Chain-Link Fence
Chain-Link Fence
(SEE STAKING PLAN)
ASPHALT PARKING
C103
UTILITY PLAN
12" x 6" TEE
6" G.V. & BOX
12" x 8" TEE
8" G.V. & BOX
6" PIV
6" BFP
6" BFP
9
7
5
3
1
11
SANITARY SEWER STRUCTURES
2
4
8
6
10
61.97 L.F. OF 8" PVC
114.48 L.F. OF 8" PVC
93.53 L.F. OF 8" PVC
63.34 L.F. OF 8" PVC
59.11 L.F. OF 6" PVC
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SSMH
Asphalt Drive
Perry Q. Langston Ln.
5’ Conc. S/W
Vehicle Gate
VAULT6" MTR
Inv. Out = 169.81 +/-
INV. IN = 170.31 (PROPOSED)
Inv. In = 170.07 +/-
Rim = 179.76
Existing SSMH
6" x " TEE
8" x 6" TEE
8" x 6" REDUCER
Inv. Out = 178.75
Inv. In = 178.85
Rim = Buried
Storm Drainage MH
Building
Building
Building
Building
Building
FOR DIMENSIONS
SEE BUILDING PLAN
NAD 83 (2001)
INV. OUT = 177.55
INV. IN = 177.75
RIM = 184.63
SSMH
INV. OUT = 178.37
INV. IN = 178.57
RIM = 184.63
SSMH
INV. OUT = 179.50
INV. IN = 179. 70
RIM = 184.63
SSMH
INV. OUT = 180.34
INV. IN = 180.54
RIM = 184.63
SSMH
INV. OUT = 181.15
INV. IN = 181.15
RIM = 184.65
CLEAN-OUT
INV. OUT = 176.00
INV. IN = 177.98
RIM = 185.00
STORM DRAINAGE MH
INV. OUT = 174.10
INV. IN = 174.20
RIM = 183.68
STORM DRAINAGE MH
INV. OUT = 172.50
INV. IN = 172.60
RIM = 175.00
STORM DRAINAGE MH
INV. OUT = 172.23
30" FES