SW1221002_Plansheet CL201A1.P2 - Proposed Conditions/Site Plan_20230223

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CURB & GUTTER 201 South College St.
v.. D EXISTING STOP SIGN TO REMAIN /b
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Charlotte, NC 28244
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N: 632804.15\ o 704.944.7970
PROJECT 3 s I E: 946582.76 ® \
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LIGHT DUTY
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HEAVY DUTY
N N: 632787.39 = \ ^' II CONCRETE LIGHT DUTYPAVEMENT
E: 946554.91
APPROXIMATE LOCATION 216 0 \' ,L II ASPHALT PAVEMENT
OF DRIVE ACCESS SHOWN �. \1-0 \. ,_ - HEAVY DUTY ,
FOR REFERENCE ONLY. _ ° Z \ it ASPHALT PAVEMENT
CONTRACTOR TO VERIFY \ \ o N _ Z_ I
EXISTING CONDITIONS. N: 632806.77 �� � 2 N���\ I GRAVEL
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CONCRETE SIDEWALK Gresham
CROSS-WALK Smith
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61 Terminal Drive Suite 1
Fletcher, North Carolina 28732
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\v N: 632708.22 \ \ 02/16/2022
E: 946451.49 ° ° �\ ° \ X x x x x x GS Project#: 43483.02
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07 P I TED CROSSWALK N: 632666.45 O v ^�, b ^ p 4 u, z ^ C� \ /i
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CL901.P2 (TYP.) E: 946440.67 p �N� Z N"v"'o°j ?Z p 1u _N co �� N ��� s s•• '�i
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M • E: 946368.50 °' \ _ _ NATHAN HUDGENS, E
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N r - CL 1.P2 POST CURB c ��,
0 I ° / N: 632639.00 ° \ �' HEAVY DUTY ASPHALT 01 REVISION
O _x x f E: 946407.20 N: 632614.05 ° PAVEMENT SECTIONS CL901.P2
� � NO. DATE DESCRIPTION
O N: 632739.23 SECURITY GATE. °° : E: 946395.47\ �� MATCH EXISTING WHITE BROKEN SINGLE
SEE SECURITY PLANS N: 632574.96 LINE ON NEW PAVEMENT EXTENTS 1 02/16/22 ISSUE FOR CONSTRUCTION
E: 946357.70 \ °
j N: 632697.92 AND COMMUNICATIONS R25, E: 946397.17� ° I TIE T EXISTING 4 2 03/28/22 ADDENDUM 03
O PLANS FOR DETAIL. J TIE TO EXISTING
N: 632717.92 N, E: 946363.00 ^ �/ ° ASPHALT AVEMENT CURB AND GUTTER OVERHEAD CANOPY. SEE 3 05/02/22 AGENCY COMMENTS
E: 946354.95 h o /' ARCH PLANS FOR DETAIL
N O ,-•- .-•-.-•-•-• .-.- - 4 10/24/22 AS1006
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U CURB AND GUTTER N: 632698.60 _ ' c cE- I, / w _
E: 946349.56 - -UGE� �se� N / N: 632419.60 N: 632348.02 I � , �
E: 946432.60 5 E: 946437.82
N: 632544.77 � YIELD TO PEDESTRIANS SIGN �Z r
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POST CURB AT RADIUS TRANSITION FROM
SCREEN WALL. SEE ARCH CURB AND GUTTER TO
04 STOP SIGN POST CURB AT RADIUS
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