SW1221002_Plansheet CL201B1.P2 - Proposed Conditions/Site Plan_20230223

CONCRETE POST CURB 02 v
LEGEND
3 I (TYP•) I D . ' D p V. 20 (TYP.) CL901.P2 D
26' Dv �° '.D ° °D ° oD� p S� • °
\ 5 PROPERTY LINE
° 05 CONCRETE SIDEWALK • 4
02 CONCRETE POST CURB Gj 18' °P ', o D ' ° p °: _ � p ,
° D rn CL901.P2 HEADER SECTION (TYP.) — — — — — — — PROPERTY SETBACK LINE
CL901.P2 (TYP.) � (TYP.) ,.° v° P p ..° ... PROPOSED CENTRAL �
TRANSITION D °C7. •. D BUILDING LINE
CURB TO FLUSH ENERGY PLANT $,. PRECAST CONCRETE 11 Gresham Sn11t
v
° PARKING CURB CL901.P2 •,
o — — BUILDING CANOPY An Affiliate ofGS- Gresham eh am Smith
S.: °° o VAN ACCESSIBLE 12 D
p o PARKING SPACE CL901.P2 •.° x x FENCE
SECURITY GATE. 26.37' 13' S�. D D' ° 06 BOLLARD 8 . DOWNSPOUT SPLASH PAD. SEE CURB
SEE SECURITY PLANS AND PLUMBING PLANS FOR DETAIL.
COMMUNICATIONS PLANS FOR DETAIL. ,�� CL903.P2 (TYP.) o
J " �I,I I II III I W i+� DO NOT • • "��� , ' CURB & GUTTER
© ° , ' p • 201 South College St.
MAGNETIC PARKING PRO ENTER SIGN
VERTICAL PIVOT GATE ° •° 52 • • • �x�x� Suite 1950
o OR APPROVED EQUAL s �� TO FLUSHION CURB TRANSITION CURB • p AOA BOUNDARY Charlotte, NC 28244
�I dI TO FLUSH 704.944.7970
g � 01 ACCESSIBLE RAMP TYP. � :5 S EPS WITH HANDRAIL CL903.P2 RETAINING WALL
_ N: 632608. 5 � 01 CONCRETE PAVEMENT
jCPs/ E: 946194- 0 16' CL903.P2 CL901.P2 SECTIONS LIGHT DUTY
x x x x x ; ' CONCRETE PAVEMENT
v DOWNSPOUT SPLASH PAD. SEE
D D D. D D ° .D' A <. HEAVY DUTY
,� TRANSITION _ _ _ _ _ _ ° p ° °ice _ _ PLUMBING PLANS FOR DETAIL.
AOA BOUNDARY. SEE N: 632593.55 CURB TO FLUSH _ �+' — �' �' —°gip— v p CONCRETE PAVEMENT
AIRSIDE CIVIL PLANS E: 946199.38 - - - LIGHT DUTY
FOR FENCE DETAIL 06 CONCRETE SIDEWALK 01 HEAVY DUTY HALT ASPHALT PAVEMENT
� " ' CL901.P2 (TYP.) _ — - - CL901.P2 PAVEMENT SECTIONS HEAVY DUTY ,
—� 16'ACCESS DRIVE x
O f 06_ 9OtL'ARD REFER TO AIRSIDE CIVIL PLANS FOR N - ASPHALT PAVEMENT
F- �� CD N - DUMPSTER PAD 02-
rL903.P2 (TYP.) WORK TO BE COMPLETED IN THIS AREA Lu C° "' CL903.P2 GRAVEL
J � J Gresham
_ =*LU
SITION CURB TO a �, N N N TRANSITION CURB _ �, "' "' CONCRETE SIDEWALK
AOA BOUNDARY r,
ACCESS GATE. SEE AIRSIDE , > TO FLUSH TRANSITION CURB h
230 LF CONCRETE RETAINING WALL. 4 z z TO FLUSHS tSEE STRUCTURAL PLANS FOR DETAIL. \IVIL PLANS FOR DETAIL. 4 CROSS-WALK S 1.AOA BOUNDARY. SEE 07 PAINTED DIRECTIONAL 04 STEPS WITH AIRSIDE CIVIL PLANS
CL902.P2 ARROWS FOR PAVEMENT CL903.P2 HANDRAIL� (TYP.) FOR FENCE DETAIL
TURN ARROW
ACCESSIBLE
SPACE SYMBOL
/
PROJECT I DETECTABLE
BOUNDARY WARNING SURFACE s h vi e
WHEEL STOP
R E G I O N A L A I R P O R T
� SIGN
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Asheville Regional
i • BOLLARD Airport
i Terminal
i Modernization
61 Terminal Drive Suite 1
Fletcher, North Carolina 28732
I
i 02/16/2022
REFER TO AIRSIDE CIVIL PLANS FOR
WORK TO BE COMPLETED IN THIS AREA GS Project#: 43483.02
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SEAL
•a 053149
10/2'4/2Z
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BOUNDARY �'ygiy D
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L
M NATHAN HUDGENS, E
L6 NC 053149
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O REVISION
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NO. DATE DESCRIPTION
1 02/16/22 ISSUE FOR CONSTRUCTION
(U 2 03/28/22 ADDENDUM 03
O 3 06/28/22 AS 1 005
4 10/24/22 AS 1 006
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SIT�� �YO�UT PLAN B1 � B2 � B3
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CONSTRUCTION DOCUMENTS
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