SW1221002_Plansheet CL101A3.P2 - Proposed Conditions/Site Plan_20230223

LEGEND
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>000000000000000< EXISTING UTILITY DEMOLITION ,
\ I I EXISTING BUILDING DEMOLITION
SHOWN FOR REFERENCE ONLY Gresham Smith
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J EXISTING PAVEMENT DEMOLITION An Affiliate of Gresham Smith
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� / EXISTING CONCRETE DEMOLITION
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EXISTING STRIPING DEMOLITION
IIo I I \ \ MISCELLANEOUS DEMOLITION 201 South College St.
II �O I II II \ Suite 1950
� EXISTING TREE DEMOLITION Charlotte NC 28244
II �' Z \ W NOTES:Vo
704.944.7970
1. ALL EXISTING LANDSCAPING TO REMAIN
II \ I II II z UNLESS OTHERWISE NOTED.
2. SEE SITE ELECTRICAL PLANS FOR ALL POWER
AND COMM. DEMOLITION AND RELOCATION.
3. ALL INTIAL E&SC MEASURES SHALL BE IN PLACE
PRIOR TO CONSTRUCTION.
0 e?I 4. SITE SIGNAGE TO BE SALVAGED AND
o II I II 0 ° e?II \ RETURNED TO OWNER ,
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5. PROJECT IS TO BE COMPLETED IN MULTIPLE
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e1 oil LU \ I PHASES. PROJECT IS TO ALWAYS MAINTAIN
VEHICLE ACCESS TO PUBLIC SAFETY BUILDING Gresham
oil I AND SIDEWALK FROM PUBLIC SAFETY BUILDING
\ 01 TO TERMINAL. COORDINATE WITH
®�I \ \ I CONTRACTOR PHASING DRAWINGS.
e 6. CONTRACTOR SHALL ENSURE ALL P ROPOSED
Smith
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PIPE CONNECTIONS ARE TIED INTO THE
EXISTING INFRASTRUCTURE AT THE END OF
EACH DAY AND PRIOR TO ANY RAIN EVENT.
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Asheville Regional
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1� Terminal
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2 61 Terminal Drive Suite 1
IFletcher, North Carolina 28732
02/16/2022
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\ WATER LINE TO BE REMOVED. EXISTING 8 INCH WATER \ `� \ co o "' � m / //�,y�N."' v����`�
SANITARY LINE TO BE REMOVED TO EXISTING I \ ¢ of N N — / ii D.
MANHOLE. MANHOLE AND OTHER CONNECTIONS MAIN TO BE MAINTAINED THROUGH CONSTRUCTION. �\ I �\ _ �, z w
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TO BE MAINTAINED THROUGH CONSTRUCTION. \\ \\\ � a >j /
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CL ASPHALT PAVEMENT TO BE REMOVED (TYP.) /1� II o 00
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M - _ _— II FIRE HYDRANT °�� i \\� ° aCY) a
C ° ° �_=�_ — — UGE 1 WATERLINE TO BE o SEE SITE ELECTRICAL \� / NATHAN HUDGEN-, PE
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_ NC 053149
— — — RECONNECTED TO 8 e7 � ��� Q
\ PLANS FOR ALL POWER �
INCH WATER MAIN
— _ _ _ _ AND COMM. DEMOLITION ��\ 6cF m
�+—+—7 + +� _ __ _ AND RELOCATION (TYP.) _ �� ,� m �; REVISION
Pq — _ —_— — _ _ N 1 �\ STORM LINE TO BE ABANDONED IN w
— — PLACE. CUT AND CAP AT STRUCTURE. ? C NO. DATE DESCRIPTION
_ + _
+� + + 04
+ + +t+ + � _+� + O a z 1 02/16/22 ISSUE FOR CONSTRUCTION
C Z Z 2 05/02/22 AGENCY COMMENTS
O _ _ _ — —+_�— — + + + 3 08/19/22 AGENCY COMMENTS
CONCRETE SIDEWALK TO BE REMOVED (TYP.) — — _.�' + \ + ` ' \ \\ 4 11/02/22 ASI 007
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SANITARY STRUCTURES TO BE REMOVED / / ® FIRE HYDRANT AND VALVE TO BE �� + °\
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a> / / RELOCATED AND RECONNECTED °\C/) / / W ® TO 8 INCH WATER MAIN. SEE SHEET STORM PIPE TO BE REMOVED \\\\ ° 0
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CL CL501A3.P2 FOR NEW LOCATION. J \°
PROJECT BOUNDARY
\0 \\\ \\\ \
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CD V
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/ / I STORM STRUCTURE TO BE REMOVED \\ \\ 20' 0 20' 40'
CD
10
o // I \\ GRAPHIC SCALE
co DEMO PLAN
00 KEYPLAN
d APPROXIMATE LOCATION OF SWING ARM GATE _I — — x —
co APPROXIMATE LOCATION OF SWING ARM GATE
p TO BE SALVAGED AND RETURNED TO OWNER. TO BE SALVAGED AND RETURNED TO OWNER.
SEE SITE ELECTRICAL PLANS FOR DETAIL.
�I SEE SITE ELECTRICAL PLANS FOR DETAIL. I I
CL101A3 . P2
ASPHALT PAVEMENT TO BE REMOVED (TYP.) 0
DEMOLITION PLAN
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SCALE: 1"=20'
CONSTRUCTION DOCUMENTS
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