NCC230233_Site Plan or Location Map_20230131

ADJACENT PROPERTY OWNER NOTIFICATION:
THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO ALL OWNERS AND RESIDENTS OF PROPERTY ADJACENT
TO A DEVELOPMENT OR OFFSITE IMPROVEMENTS THIRTY (30) DAYS PRIOR TO THE COMMENCEMENT OF WORK,
UNLESS OTHERWISE DIRECTED BY THE CITY. CONSTRUCTION WITHIN EASEMENTS OR ON PUBLIC RIGHT-OF-WAY
NECESSITATES NOTICE WHETHER ADJACENT TO OR LOCATED ON THE ADJOINING PROPERTY. FAILURE TO PROVIDE
THE MINIMUM NOTIFICATION TIME WILL RESULT IN A SUSPENSION OF WORK.
ADEQUATE PUBLIC FACILITIES
STORM WATER MANAGEMENT
THE TOPOGRAPHY FOR THIS SITE GENERALLY FALLS FROM THE SOUTH TO NORTH. BASED UPON USDA WEB SOIL
SURVEY INFORMATION, THE EXISTING SOILS ARE CLASSIFIED AS CECIL GRAVELLY SANDY LOAM. THE PROPOSED
IMPROVEMENTS WILL INCREASE THE IMPERVIOUS COVERAGE WITHIN THE LIMITS OF DISTURBANCE BY APPROXIMATELY
561 THE SITE IS CURRENTLY DIVIDED INTO 2 SEPARATE DRAINAGE AREAS WHICH HAVE BEEN IDENTIFIED AS DA-A
AND DA-B ON THIS PLAN.
LLJ RUNOFF FROM DA-A GENERALLY FLOWS TOWARD THE SOUTHEAST PORTION OF THE SITE WHERE IT IS COLLECTED
o BY AN EXISTING 12" RCP OPEN ENDED PIPE. THIS PIPE THEN CONVEYS RUNOFF THROUGH THE EXISTING CAR WASH
SITE TO THE SOUTH AND EVENTUALLY OFF -SITE. RUNOFF FROM DA-B SHEET FLOWS TO THE NORTH ONTO THE
Li I EXISTING CVS PROPERTY. THE STOMWATER IS THEN COLLECTED BY THE EXISTING INFRASTRUCTURE AND CONVEYED
T TO THE NORTH TOWARD NEWTON RD.
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THE INCREASED RUN-OFF GENERATED BY THE INCREASE IN IMPERVIOUS AREA REQUIRES ON -SITE STORMWATER
MANAGEMENT PRACTICES TO ENSURE THAT THE POST DEVELOPMENT FLOW RATES WILL NOT EXCEED THE
PREDEVELOPMENT FLOW RATES FOR EACH DRAINAGE AREA. RUNOFF FROM DA-A WILL BE COLLECTED ON -SITE AND
CONVEYED INTO AN UNDERGROUND STORMWATER CHAMBER SYSTEM. AN OUTLET CONTROL STRUCTURE HAS BEEN
DESIGNED TO RELEASE FLOWS FROM THE CHAMBERS AT RATES LESS THAN THE PREDEVELOPED CONDITIONS.
RUNOFF FROM DA-B WILL CONTINUE TO SHEET FLOW OFF -SITE, BUT THE TOTAL SIZE OF THE DRAINAGE AREA HAS
BEEN REDUCED TO ENSURE THAT THE POST DEVELOPMENT FLOWS WILL NOT EXCEED THE EXISTING CONDITIONS.
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SANITARY SEWER DEMANDS:
THE TOTAL AVERAGE PROPOSED SANITARY SEWER DEMAND IS 2,285.4 GPD OR 4.10 GPM. THESE CALCULATIONS ARE
AS FOLLOWS:
DENTAL OFFICE
250 GAL/PRACTITIONER = 250 X 8 = 2,000 GPD
2,000 GPD. / 540 MIN. = 3.70 GPM AVERAGE
TENANT SPACE
MAX. ESTIMATED DAILY FLOW = 285.4 GPD
285.4 GPDO / 720 MIN. = 0.40 GPM AVERAGE
REFUSE COLLECTION:
PRIVATE CONTRACTOR, A PRIVATE DUMPSTER WILL BE LOCATED ON -SITE
SITE INFORMATION
OWNER:
MG -NC
ADJACENT ZONING:
2310 LA MASON DR.
CHARLOTTE, NC 28226
CONTACT: AFSHIN GHAZI
PH#: 704-968-7888
EMAIL: AFSHINOTHEGHAZICOMPANY.COM
EXISTING LAND USE:
DEVELOPER:
THE GHAZI COMPANY
5131 GORHAM DR.
PROPOSED LAND USE:
CHARLOTTE, NC 28226
CONTACT: AFSHIN GHAZI
SOIL TYPE:
PH#: 704-968-7888
EMAIL' AFSHINOTHEGHAZICOMPANY.COM
DESIGNER:
DEVELOPMENT SERVICES GROUP
FLOOD INFORMATION:
1210 PROGRESSIVE DR.
CHESAPEAKE, VIRGINIA 23320
MAX BUILDING HEIGHT:
CONTACT: GARY FRANKS
PARCEL AREA (TRACT 1):
PH# 757-908-2372
EMAIL: GFRANKSODSGVA.COM
DISTURBED AREA:
LOCATION:
1610 S. PROVIDENCE RD.
LEGAL DESCRIPTION:
UNION COUNTY, NC
LAT/LONG:
CURRENT ZONING:
B-4
NOTE:
PIN:
06183004J
COMMERCIAL SITE PLAN PLAN
for
PROVIDENCE RD.
COMMERCIAL DEVELOPMENT
1610 PROVIDENCE RD.
UNION COUNTY, NC 28173
NORTH
B-4
EAST
TOWN OF MARVIN
WEST
B-4
SOUTH
B-4
THE AFFECTED PROPERTY IS CURRENTLY AN UNDEVELOPED LOT ADJACENT TO COMMERCIAL USES ON
ALL SIDES.
MULTI -USE COMMERCIAL BUILDING AND PARKING LOT.
PER THE USDA WEB SOIL SURVEY THE SOILS ARE CLASSIFIED AS CECIL GRAVELLY SANDY LOAM, 2-8
PERCENT SLOPES, MODERATELY ERODED.
THE SUBJECT PROPERTY DOES NOT LIE IN A "SPECIAL HAZARD AREA" AS SHOWN ON HUD/FIA FLOOD
INSURANCE RATE MAP COMMUNITY PANEL NUMBER 3710446500J EFFECTIVE DATE : 10/16/2008.
50 FEET
37,924 SFt OR 0.87 ACRES t
34,433 SFt OR 0.79 ACRES t
BK 5760, PG 451
34.9877,-80.7745
THOUGH IT MAY NOT BE ILLUSTRATED, SHOWN, LISTED, DENOTED, OR EXPRESSED THIS PLAN SHALL
COMPLY WITH ALL PROVISIONS OF THE UNION COUNTY LAND DEVELOPMENT ORDINANCE IN EFFECT AT
THE TIME OF REVIEW AND APPROVAL
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VICINITY MAP
NTS
SITE TABULATIONS
EXISTING CONDITIONS:
Jam. AREA
(SF)
% USE
IMPERVIOUS
BUILDING
0
0.0%
CONCRETE
0
0.0%
ASPHALT
9,615
28.6%
SUB -TOTAL
9,615
28.6%
PERVIOUS
OPEN SPACE
24,818
71.4%
TOTAL
34,433
100.0%
BUILDING SETBACKS:
FRONT
REAR
PROPOSED CONDITIONS:
Jam. AREA
(SF)
% USE
IMPERVIOUS
BUILDING
6,530
19.0%
CONCRETE
3,848
11.2%
ASPHALT
17,984
52.2%
SUB -TOTAL
28,362
82.4%
PERVIOUS
PERVIOUS CONCRETE
0
0.0%
OPEN SPACE
6,071
17.6%
TOTAL
34,433
100.0%
40' SIDE(NORTH)
40' SIDE(SOUTH)
20'
20'
PARKING REQUIREMENTS:
HANDICAP SPACES 2/2 REQ./PRO. PARKING SPACES 27 REQUIRED (1 SPACE/250SF)
PARKING SPACES 41 PROPOSED
SHEET INDEX
SHEET
DESCRIPTION
CV-1.0
COVER SHEET AND INDEX
CX-2.0
EXISTING CONDITIONS
CES-3.0
E&S CONTROL PLAN
CES-3.1
E&S CONTROL DETAILS
CES-3.2
E&S CONTROL DETAILS
CES-3.3
E&S CONTROL DETAILS
CES-3.4
E&S CONTROL DETAILS
CD-4.0
DEMOLITION PLAN
CL-5.0
SKETCH PLAN
CU-6.0
UTILITY PLAN
CG-7.0
GRADING AND DRAINAGE PLAN
CG-7.1
DRAINAGE AREA PLAN
CG-7.2
MINOR DRAINAGE AREAS
LA-8.0
LANDSCAPE PLAN
LT-9.0
LIGHTING PLAN
CDT-10.0
MISC NOTES & DETAILS
CDT- 10.1
MISC NOTES & DETAILS
CDT-10.2
MISC NOTES & DETAILS
CDT-10.3
MISC NOTES & DETAILS
CDT-10.4
MISC NOTES & DETAILS
CDT-10.5
MISC NOTES & DETAILS
CDT-10.6
MISC NOTES & DETAILS
F
RE YOU DIG, TO MISS UTILITIES
SS UTILITY' OF NORTH CAROLINA.
TOLL FREE 811
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DESIGNED BY: GF
DSG INC. USA, PLLC
1210 PROGRESSIVE DR.
CHESAPEAKE VA, 23320
PH#: 757-908-2372
EMAIL: GFRANKS®DSGVA.COM
WWW. DSGINCORPORATED.COM
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