NCC231463_Site Plan or Location Map_20230515

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PERVIOUS AND IMPERVIOUS AREA SUMMARY SEE SHE TT(0 FOR ONLY)PAVING DETAILS a w
SEE SHEET C205(ON FOR ONLY) PAVING SPECIFICATIONS
TOTAL SITE AREA 4.305 ACRES
TOTAL IMPERVIOUS AREA 1.249 ACRES 3.SUB0) "glNi<ggas
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2.25 IT9.0x 1.6•S°.6e VCC)Ij
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TOTAL PERVIOUS AREA 3.056 ACRES DOT ASPHALT- SEE CROSS SECTION / z0•SBse 6'4.000 PSI AIR- _ N� Vg�og
ERMINED CONCRETE p}J 0
MAXIMUM ALLOWABLE O o ono c
IMPERVIOUS PERCENTAGE 90% V,'AV����������� Iffillill 5.5'4000 PSI 6.0'4500 P61 �' != I go� J
IMPERVIOUS PERCENTAGE 29.0% NI, \ AIR-ERMINED CONCRETE NC DOT APPROVED CONCRETE
BUILDING SETBACK REQUIREMENTS FOR 1-2 ON-SITE HEAVY DUTY ASPHALT 1111111111111111 I 31 FEE o .5;
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PUBLIC ACCESS ROAD ASPHALT • •ia'i'•�i• •�� c U rn
MIN. FRONT SETBACK 30 FT > > I I I' r • H •• H •I /\/ /\/\/\/\/\/\/ rfI f Sf 1" = 30' w-
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MAX. FRONT SETBACK - / � /VA///A// //\�/ �/�/A/< V/// /,//;V//V// o R _
MIN. INTERIOR SIDE SETBACK - �A V �\ K\Ati', AA�V /x/\x' ��1 z\/x", TNRDoADNEY PROOF-rroum —6•caMrAaTED ABC
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MIN. REAR SETBACK - 10•ABC 6•ABC 4•ABC ON THOROUGILY AND APPROVED 6UBDRADE r+ �®
MIN. INTERIOR SIDE SETBACK PROOF-ROLLED MA APPROVED ZONING —2 `-
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PUBLIC ACCESS ROAD PAVEMENT CROSS SECTION NTS HEW DIM PAVEMENT CROSS SECTION NTS HEAVY DUTY CONCRETE PAVEMENT SECTION RNZ
(ACCESSORY STRUCTURES) STANDARD DUTY CONCRETE PAVEMENT Nrs NCDOT CONCRETE PAVEMENT Nrs
MIN. REAR SETBACK _
(ACCESSORY STRUCTURES)
DEPARTMENT OF TRANSPORTATION ----_-
/ ZONING I-2 OB 11935 78
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(4 SPACES) 15'TYPE B PERIMETER BUFFER(PER STORAGE REQUIREMENTS) B 0 i
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� �� TIE INTO EXISTING 30'CONCRETE DRIVEWAY �'� BUILDING A 83,156 SF (CLIMATE CONTROLLED, 3 STORY)
\ \ o'x7o'SIGHT TRwNOLE BUILDING TYPE: II-B ( I � V 1•
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GEOTECHNICAL
��_ \ \ MAXIMUM HEIGHT OF BUILDING IN 1-2 ZONING: 72' SURVEYING
STOP SIGN MAXIMUM HEIGHT OF BUILDING FOR PROPOSED USE: 48'
GRAVEL SHOULDER PO BOX 268
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STOP BAR PROVIDED HEIGHT OF BUILDING: 40' CONCORD,NC28026-0268
. IMPERVIOUS AREA SUMMARY P.704.786.5404
, GUARDRAIL / TYPE F.704.786.7454
% AREA (SQ. FT.) www.cesicgs.com
NCBELS$ c/ �' BUILDING 27,769 ©COPYRIGHT 20 2 C-0263
a% ASPHALT 23,464
h MILL AND OVERLAYiv CURBAND GU ER 1,077ENGINa RS SEAL
n+1! 1` - -- SIDEWALKS 1,169 /
..«- -^ N / N CONCRETE
MP 943 `�.•�.�N 'AR i�/y-,
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THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY REQUIRED sibIEM MODIFICATIONS N ES'7''
AND/OR EXTENSIONS TO ENSURE SERVICE TO THE PROPOSED DEVELOPMENT IN `\ 5'CONCRETE SIDEWALK TOTAL O - ERVIOUS 54.422 Z �` �''
ACCORDANCE WITH CRY OF CONCORD CODE OF ORDINANCE CHAPTER 62,ARTICLE PROPOSED GUARDRAIL / -
3;THE CITY OF CONCORD'S POUCIES AND STANDARD SPECIFICATIONS;NC FIRE i -
n_ 033470 'p
CODE;WATER AND SEWER AUTHORITY OF CABARRUS COUNTY'S STANDARD LEGEND PARKING REQUIREMENT FOR MINI-WARFHOUSF/SFI F STORAGF• :7%�1�01/Z2z�O
SPECIFICATIONS;AND THE NORTH CAROUNA ADMINISTRATIVE CODE FOR WASTEWATER `\ 1 FOR EVERY 200 RENTAL SPACES(2 REQUIRED) 4'GINE�.`
COLLECTION AND WATER DISTRIBUTION SYSTEMS. T.
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THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRED OFF-SITE 1 SPACE 200 SPACES'�586 SPACES=3 PARKING SPACES W
EASEMENTS TO ENSURE SERVICE TO THE PROPOSED DEVELOPMENT AND THE ``_ BOUNDARY LANDSCAPING BUFFER /
RESERVATION OF ADDRIONAL EASEMENTS TO ENSURE UTILITY SERVICE TO THE RIGHT OF WAY BUILDING SETBACK IIIIIII
EXISTING PARCELS LOCATED WITHIN THE TRIBUTARY SERVICE AREA. - - - - PROMDFD PARKING SPACFS2 5 SPACES(1 HANDICAP)
-
_ __---- - - - - - - EASEMENT - - EXISTING EASEMENT
PROPOSED CENTERLINE PROPOSED SIDEWALK RICYCI F_PARKING RFD IRFMFNT FOR MINI-WAREHOUSE/SELF STORAGE:
` PROPOSED CURB AND GUTTER EXISTING PAVEMENT 4 SPACES REQUIRED O O /
PROPOSED PAVEMENT PROPOSED GUARDRAIL GPA('.FS PROVIDED•4
-X-X-X-X-X-X-X-X- PROPOSED FENCE