SW3230606_Plansheet - Proposed Conditions/Site Plan_20240208

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HEF (NC-SC) GAS 14-86 INC
W P CAREY & CO, LLC
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DB. 1333, PG. 896 LP
A PO PIN N3635-89 4693 415 W.N
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PROPOSED CONSTRUCTION EASEMENT
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CONCRETE WAREHOUSE
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ELEVATION=858.90
NAVD 88 \ --_ / O� �
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Dg, �OSEM R�ORATI )C / \ SEWER LINE EASEMENT ---- RETAINING WALL IS SHOWN 30' SIDE YARD SETBACK C
1233, pNT ON / \ ------------DB. 1333=PG, 896 FOR LOCATION PURPOSES DB. 922, PC. 232 (
6j3 �� WATER / - -------------------_ ONLY. RETAINING WALL IS
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/ PERMITTED BY OTHERS. ------ -
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� PP / THE J.H. HEAFNER COMPANY, INC.
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Oo A PORTION OF MB. G, PG. 415 pR 4" CRP Ln
1 X / PIN: 3635-88-8860
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PROPERTY �/ POLE OR 25.0528 ACRES ��� ,Q N: 659,129.54 z z z
BOUNDARY (TYP.) / sR�Tya g, E: 1,339,183.28 4„
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O RETAINING WALL IS SHOWN �\� a• -: o F F
FOR LOCATION PURPOSES / ' w
ONLY. RETAINING WALL IS \ O \ o � �
TO BE DESIGNED AND e� � MraK 4" CRP z CL a..:....:..
PERMITTED BY OTHERS. a & rye
CHARLOTTE IND LL, LLC � w _ o
DB. 2846, PG. 415 �� R7-8 Z
A PORTION OF LOT 3B
MB. 12, Pc. 355 p� (12)I8 R7-8
PIN: 3635-88-0133
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SUMMARY: c� 7 SIDEWALK (TYP.) O
OWNER/DEVELOPER NAME: CRESCENT ACQUISITIONS, LLC / 1 " D 00 0
OWNER ADDRESS: 601 S. TRYON ST. SUITE 800 vale N: 658,926.52 \ a' o�. (D O
aeu�.a E: 1,339,239.98 v �N A o Ct1 > ❑ D
CHARLOTTE, NC 28202 ro o o� FLOOD ZO Q
rwro,le R7-SP PROPOSED BUILDING
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TAX PARCEL NUMBER 80260 i (� (18)9JA RAMP (TYP.) ± 174.720 SF
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CURRENT PROPERTY USE VACANT , m 0 O
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I I FFE: 821.4 � ' , �° 3'R A��a ° � ����N� �' � � N �
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(12)I8 SEE ARCHITECTURAL a'. ' p ° �! '/
CURRENT ZONING I-G (INDUSTRIAL CAMPUS) p a. / \ SSMH o ( O
PLANS FOR STAIRS (TYP.) d }' ° a / RIM: 15.83 \ � LBL �
PROPOSED USE: 100,000 SF MANUFACTURING I O 8 a va y :° 4v ro P. �O' . v : a' ` / / )FORCE �AIN) / 3
/py• TOP OF IPE RIM:815.84 O
74,720 SF WAREHOUSING I / a p' .. O a J /IN:ao73s(e) p
° .� p /• /. ELEV: 809183 P �. IN:80734(A) L
I N: 658,902.89 ,� . a. ". ? . . d r : /' a/ \ 3
TOTAL SITE ACREAGE ±25 A.C. E: 1,338,381.41 4/ a v4.° �a'ry / \ ouT8o7z1 U tb. ° 20'x20' SOUTHERN BEL S'
v '° p TELEPHONE & TELEGRAP,
COMPANY EASEMENT
> °.. � .:� I \ ' '0 (APPROXIMATE LOCATION)
SETBACKS:
STEEL BOLLARD (TYP.) v' sp a ° . ?. ' \ SSMH815.33
FRONT:
50'
SIDE: 30' r ' ' V p a . .. .. �a p // V: 806s3(IN)
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° 5c) / \A 806,38(OUT)
REAR: 30 I O I
REPLACE EXISTING GATE
BUFFER REQUIREMENTS: TYPE A 50', 40', OR 30' AT ° p •a ' . p. IN COORDINATION WITH \ \
ADJACENT ROADS I , 4 . v ° / 'p W LINCOLN COUNTY PUBLIC
° 'p WORKS f U
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PROPOSED IMPERVIOUS AREA; 8.26 AC ON SITE °. °� ' a. ° ' / REMOVE/REPLACE � \ \ a
1.62 AC OFF SITE ' ; , p: ? ' ° ` ,..a0 I �� EX. GRAVEL DRIVE
9.88 AC TOTAL (63%)
O ° d ► v O 'p ° °p \�� � C V/
N: 658,700.17 .i' :� :, a i. a e / i ��� �� L HEAWALD
STANDARD PARKING PROVIDED = 128 1 E: 1,338,439.36 °' SMH Z
� RIM:-811 i 09
SEE ARCHITECTURAL p a �NV 804.09(IN) LL
HANDICAP PARKING PROVIDED = 5 I ///
I 1 I PLANS FOR DRIVE-IN \ '. •> a � � �� � INv: 803.94(OUT)
RAMP (TYP.) a p i -f z
TRAILER STORAGE PROVIDED = 17 o ,, A Z
vI ^ S FLOOD ZONE "AE" HEA — Q
WATER PROVIDED BY: LINCOLN COUNTY PUBLIC WORKS
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SEWER PROVIDED BY: LINCOLN COUNTY PUBLIC WORKS O A
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SITE ADDRESS: 3079 FINGER MILL ROAD / eV 4EwER FORCE MAIN EA EMENT LLI
/ A / 8 /MESC DB. 1333, PG. 890 i i L L
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/ \ FLOODPLAIN BOUNDARY (TYP.) ��% 55 �R�s Q�R M�° 6� z
NOTES: 0-m / u i o sPNMe V J LL
1. DISTANCE AND BEARINGS ARE BASED ON CENTERLINES. / 50' STREAM SIDE BUFFER
2. ALL SIGNS SHALL MEET MUTCD STANDARDS (CURRENT EDITION). �' - i Z
3. HANDICAP SIGNAGE AND STRIPING SHALL BE IN ACCORDANCE WITH O / 3 0 \� SS pN� _ _ W
ADA GUIDELINES. s®2� V i RI, 07'13 , F /
1 I I / Sp PCE � /Nv: a zos(IN) 0 � /
4. SEE ARCHITECTURAL PLANS FOR ADDITIONAL BUILDING DETAILS. / �� �� / NV: 01.98(ouT) OP /
5. ALL TRAILER AND EMPLOYEE PARKING STRIPING SHALL BE 5" WHITE e ,- /
PAINTED STRIPING. WOODED T / W
LEGEND:
HEF (NW PCc REY & C� LLC WET POND 01
LIGHT DUTY ASPHALT PAVING DB. 1333, PC. 896 \ /
A PORTION OF MB. G, PC. 415 V
PIN: 3635-89-4693
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HEAVY DUTY ASPHALT PAVING � JOB NO: J-30017.0000
�BPCA �� - - - - _ - - - � �
CONCRETE WALKS AND PLAZA yPW QG�%��
DATE: 02/17/23
T C� DRAWN: NSS
WOOD W� GRAPHIC SCALE REVDESIGNED:
IEWED: JKS
HEAVY DUTY CONCRETE PAVING � I I I � � i� ' ,� �' /'- -___ �
/� �� � ��� i ,ice /� ,� � i� APPROVED: JKS
ARE 60 0 30 60 120 24o SCALE: I. = 60'
GRAVEL - 6" ABC
40' RUT HERFORD ELY'I RIC I 1 � // �%
MEMBERSHIP CORPORATION I —
/r`ASEMENT I I I ,' Z/ / /
WETLANDS DR. 12 Pc. 673 / IN FEET
1 inch = 60 ft. C 1
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