SW1221002_Plansheet CL501B1.P2 - Other_20230223

l7 D
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I \� 3 INCH NATURAL GAS LINE 4
D D p \ '
p p D
j D °D p \ _ • ' LEGEND
� I I • FIRE DEPARTMENT
87 L.F. - 6" PVC — —CONNECTION. PROPERTY LINE
I I b° IE OUT : 2140.41 45 DEGREE BEND SS-All I : o.D SEE FIRE PROTECTION BUILDING LINE
(OUT) RIM:2144.82 PLANS FOR DETAIL. Gresham Srillth
° SEE PLUMBING PLANS FOR �u�;�l INV IN:2138.11 8" PVC (W) I • ' .
I j I v p CONTINUATION OF SANITARY LINE 45 DEGREE BEND INV IN:2139.51 6" PVC (N) U I W WATER LINE (SIZE VARIES) GS-NC P.C.
I I INV OUT:2137.91 8" DIP (E) > An Affiliate of Gresham Smith
I 3 a o o ao II Do.
SANITARY SEWER
I I SEE PLUMBING PLANS FOR p. STORM SEWER
I CONTINUATION OF GAS LINE SS-A2 i
3" TEE RIM:2145.01 � / UG-E UNDERGROUND ELECTRIC
XX
° z I ~W p • D C° D • \ • INV IN:2138.53 8" PVC (W) , 17 L.F. - 4" PVC @ 0.40% 201 South College St.
\ Dp INV IN:2138.53 4" PVC (SW) �.
45 DEGREE BEND G NATURAL GAS Suite 1950
• • 90 DEGREE BEND • • • INV OUT:2138.33 8" PVC (E) Charlotte, NC 28244
\ • ' 7 L.F. -4" PVC @ 0.40
`o P \\ 2 INCH NATURAL GAS METER O — — — — — — — UTILITY EASEMENT 704.944.7970
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\ 45 DEGREE BEND — IE = 2138.63
uec SEE PLUMBING PLANS FOR FIRE DEPARTMENT
CONNECTION FDC
�GPS — — — � — — — — — — - — — �- — FF-I � — CONTINUATION OF SANITARY LINE � ( )
X X X X X X X � D '
° ° TO GREASE INTERCEPTOR
APPROXIMATE GREASE ' FIRE HYDRANT
— — — — — — — — �J. , =�v INTERCEPTOR LOCATION SHOWN
FOR REFERENCE ONLY. REDUCER
— = — SEE PLUMBING PLANS FOR DETAIL.
REFER TO AIRSIDE CIVIL PLANS FOR PROPOSED GRADING N�11 r WATER VALVE ,
AND SURROUNDING IMPROVEMENTS. COORDINATE ALL 54 L.F. - 8" PVC @ 0.50% ELECTRICAL
O FINAL PROPOSED DRAWINGS PRIOR TO CONSTRUCTION. F- m �- N w o, -
@ _ J w � w rnE E
TRANSFORMER LOCATION WATER TEE
? `r a `m° ch "' z CY, SHOWN FOR REFERENCE Gresham
N N N N N — `- �' ONLY. SEE ELECTRICAL
45 DEGREE BEND
O a .. .. .. .. a N N p p V4 SANITARY ANGLE
x O » » G G 0
-> j PLANS FOR DETAIL.
OF- ZZZZ - - Smith
SO ® SANITARY STRUCTURES
i 3 INCH NATURAL GAS LINE C T 90 DEGREE BEND
G G OS SANITARY MANHOLE
O
® SANITARY CLEANOUT
\ \ STRUCTURE A4 A5 STRUCTURE LABEL
08 EXTERIOR CLEANOUT 45 DEGREE BEND RIM:195.11 /
CL902.P2
IE (OUT): 2138.86 s hevi le
SEE PLUMBING PLANS FOR REG IONAL AIRPORT
CONTINUATION OF SANITARY LINE
! Asheville Regional
NOTE:
i Airport
I 1 CONTRACTOR O COORDINATE UNDERGRO NDUTILIIT ES Terminal
TO BE A MINIMUM OF
I 3 INCHES CLEAR BELOW THE BASE OF THE Modernization
i GRADE BEAMS WHEN PASSING UNDERNEATH.
2. NO UTILITY LINES SHALL PENETRATE THE 61 Terminal Drive Suite 1
FOOTING AT THE CENTRAL ENERGY PLANT Fletcher, North Carolina 28732
j EXCEPT FUEL LINES.
REFER TO AIRSIDE CIVIL PLANS FOR 3. CONTRACTOR TO COORDINATE ALL 02/16/2022
WORK TO BE COMPLETED IN THIS AREA. UNDERGROUND UTILITY ROUTINGS. UTILITIES
SHALL BE KEPT A MINIMUM OF 12 INCHES
CLEAR FROM ALL FOUNDATIONS IN PLAN. GS Project#: 43483.02
4. SEE SITE ELECTRICAL PLANS FOR POWER,
i COMMUNICATIONS, AND SITE LIGHTING.
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,
SEAL
•a 053149
I PROJECT
10/2'4/2Z
I BOUNDARY
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N NATHAN HUDGENS, PE
NC 053149
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O REVISION
N
NO. DATE DESCRIPTION
1 02/16/22 ISSUE FOR CONSTRUCTION
(U 2 03/28/22 ADDENDUM 03
O 3 05/02/22 AGENCY COMMENTS
4 10/24/22 AS 1 006
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OGRAPHIC SCALE
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�I Al ' A2 ' A3
CL501 B 1 . P2
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UTILITY PLAN B1 � B2 � B3
B1
SCALE:
=20'1"
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CONSTRUCTION DOCUMENTS
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