NCC240911_Site Plan or Location Map_20240401

GENERAL NOTES: ��
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1. ALL EXCAVATED MATERIALS SHALL BE DISPOSED OF IN A LAWFUL MANNER. o'N
2. ANY AND ALL MATERIALS OR DEBRIS TRACKED ONTO A PUBLIC OR PRIVATE ROAD SURFACE WILL BE REMOVED AT THE END OF SITE DEVELOPMENT PLAN ON
EACH DAY.SEDIMENT WILL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND WILL BE TRANSPORTED TO A
SEDIMENT CONTROLLED DISPOSAL AREA.
3. WHENEVER SEDIMENT-LADEN WATER IS REMOVED FROM A CONSTRUCTION SITE BY MEANS OF PUMPING,A TEMPORARY SETTLING F 0 R
AND APPROVED FILTERING DEVICE SHALL BE USED TO FILTER THE SEDIMENT-LADEN WATER PRIOR TO THE WATER BEING
DISCHARGE OFF-SITE.
ADEQUATE PUBLIC FACILITIES 00
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WATER SERVICE: d F F
BASED ON AWWA WATER METER CALCUALTIONS,THE PROPOSED WATER DEMAND IS THE FOLLOWING: o o 0
COMBINED FIXTURE UNITS =35.0 w 0E 0
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TOTAL PEAK DEMAND = 40.8 GPM
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PROPOSED WATER METER = 1" z z
SANITARY SEWER SERVICE: DOLLAR GENERALLU
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BASED ON 15A NCAC 02T.0114 SANITARY SEWER FLOW CALCULATIONS,THE PROPOSED USE SHALL GENERATE THE FOLLOWING FLOWS: 0 0
DAILY FLOW RATE= 100 GAL PER 1,000 SQ.FT. (1,000/10,640)X 100 = 1,064 GALLONS PER DAY w w
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ROUTE 301
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, ,Mago. .....I111111���.`,DESIGNED BY: E.TOLLE _
/ DRAWN BY: E.TOLLE
REVIEWED BY: G. FRANKS
INC.
CM // 4SG 457 COURT SSTREETC
MAP PROVIDED BY DOODLE MAPS PORTSMOUTH, VA 23704
757-9 -2372
VICINITY MAP WWW.SS INCORP
WWW.DSGINCORPORATED.COM
SCALE:1"= 2,000'
E CM
SHEET INDEX cs
SHEET DESCRIPTION SHEET DESCRIPTION
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CV-1.0 COVER SHEET&SHEET INDEX CL-5.0 LAYOUT PLAN x
CX-2.0 EXISTING CONDITIONS PLAN CL-5.1 LAYOUT PLAN ee
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11:01J11CX-2.1 EXISTING CONDITIONS PLAN CL-5.2 MISCELLANEOUS NOTES AND DETAILS a
CE-3.0 EROSION&SEDIMENT CONTROL PLAN - PHASE I CL-5.3 MISCELLANEOUS NOTES AND DETAILS W
CE-3.1 EROSION&SEDIMENT CONTROL PLAN - PHASE II CG-6.0 GRADING AND UTILITY PLAN 1
CE-3.2 EROSION&SEDIMENT CONTROL PLAN - PHASE II CG-6.1 GRADING AND UTILITY PLAN
o CE-3.3 MISCELLANEOUS NOTES AND DETAILS CG-6.2 MISCELLANEOUS NOTES AND DETAILS
Ej
CE-3.4 MISCELLANEOUS NOTES AND DETAILS CG-6.3 UTILITY PROFILE
CE-3.5 MISCELLANEOUS NOTES AND DETAILS CG-6.4 MISCELLANEOUS NOTES AND DETAILS Cn
4 CE-3.6 MISCELLANEOUS NOTES AND DETAILS J
5 CD-4.0 DEMOLITION PLAN CC W 'o O
CD-4.1 DEMOLITION PLAN W z a (NI
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80 SITE INFORMATION SITE TABULATIONS W w
OWNER: STEPHEN HAROLD BELL ADJACENT ZONING: NORTH R-A (LIMITS Of LAND DISTURBANCE) Li I 0 z
"1 11153 US 301 SOUTH R-A EXISTING CONDITIONS: PROPOSED CONDITIONS: Q = w
LUMBERTON, NC 28358 -Io 0
i EAST PUBLIC RIGHT OF WAY(ROUTE 301) ITEM: AREA(SQ. FT.) % USE ITEM: AREA(SQ. FT.) %USE J (n
e WEST R-A IMPERVIOUS IMPERVIOUS Q w o
1 DEVELOPER: RHETSON COMPANIES, INC.
BUILDING 0 0.0% BUILDING 10,763.91 13.5% 0=
-
2075 JUNIPER LAKE ROAD EXISTING LAND USE: THE AFFECTED PROPERTY CURRENTLY IS UNDEVELOPED.
PAVEMENT 6,930.06 8.6% PAVEMENT 34,775.47 43.4% �~
WEST END,NC 27376 0
CONTACT: MR.JOHN PARKER PROPOSED LAND USE: THE PROPOSED USE IS A RETAIL STORE AND PARKING LOT OTHER 465.75 0.6% OTHER 0.000.00 0.0% _ W o
PHONE: [phone]SUB-TOTAL 7,395.81 SQ.FT. 9.2% SUB-TOTAL 45,539.38 SQ.FT. 56.9% o r'I LU o Z
SOIL TYPE: WEB SOIL SURVEY INDICATES COXVILLE LOAM,GOLDSBORO LOAMY SAND, NORFOLK LOAMY SAND o
E SOILS. PERVIOUS PERVIOUS 0 O N
o DESIGNER: DSG INC USA, PLLC FLOOD INFORMATION: OPEN SPACE 72,591.59 90.8% OPEN SPACE 34,448.02 43.1% o fY'I N o a 0
THE PROPERTY SHOWN APPEARS TO FALL WITHIN FLOOD ZONE(S) "X",ACCORDING TO F.E.M.A.'S FLOOD TOTAL TOTAL a .-o
1210 PROGRESSIVE DRIVE,SUITE 201 79,987.40 SQ.FT. 100.0% 79,987.40 SOH. 100.0% W
INSURANCE RATE MAP (F.IR.M.) FOR THE ROBESON COUNTY, NORTH CAROLINA. MAP NUMBER N
CONTACT: MR.ELMER
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CONTACT: ELMER TOLLE 3710939500J, MAP REVISED: 1/19/2005. TOTAL INCREASE IN IMPERVIOUS AREA= 38,143.57 SF/47.7% a,
A PHONE [phone] BUILDING SETBACKS: rn o<,)
i EMAIL: ETOLLE®DSGVA.COM BUILDING HEIGHT: 18 FEET(1 STORY BUILDING) FRONT 25' SIDE(R/W) 25' 0 Ci 0 '4 z m
PROPOSED PARCEL AREA: 102,041.28 SQ. FT.OR 2.34 ACRES± REAR 25' SIDE 6' a CC N(> a E 0
,) LOCATION: THE PROPERTY AFFECTED IS LOCATED ON ROUTE 301 IN ROBESON COUNTY, NC DISTURBED AREA(ON-SITE): 67,608.62 SQ. FT.OR 1.55 ACRES ±
LANDSCAPE BUFFER:DISTURBED AREA(ROW): 17,478.85 SQ. FT.OR 0.40 ACRES ± FRONT 20' SIDE(R/W) 20'
REAR 20' SIDE 10' \ /
CURRENT ZONING: C-1 NEIGHBORHOOD COMMERCIAL TOTAL DISTURBED AREA: 85,087.47 SQ.FT.OR 1.95 ACRES ± PARKING REQUIREMENTS:F. l//� V 1O
PARCEL(: PORTION OF 939591729700 AND 909591422400 LOADING SPACES 1/1 REQ./PRO. PARKING SPACES 107 REQUIRED(1/100SF) v
HANDICAP SPACES 2/2 REQ./PRO. PARKING SPACES 33 PROVIDED SHEET NUMBER

GENERAL E&S NOTES:
1. APPROVAL OF THIS PLAN PERMITS ONLY THOSE CLEARING AND GRADING ACTIVITIES LISTED WITHIN THIS PLAN DOES NOT PERMIT THE o\\
CONSTRUCTION OF ANY IMPERVIOUS SURFACE OR STRUCTURE. o N
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2. APPROVAL OF THIS PLAN CONSTITUTES APPROVAL FROM THE CITY OF WILSON ONLY. ADDITIONAL APPROVALS(SUCH AS 401/404
WETLANDS, ETC) MAY BE REQUIRED PRIOR TO AUTHORIZATION TO BEGIN CLEARING AND GRADING. COPIES OF ALL ADDITIONAL APPROVALS
MUST BE PROVIDED TO THE DEPARTMENT OF ENGINEERING UPON RECEIPT.
3. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON SITE AT ALL TIMES.THE APPROVED SEDIMENTATION &EROSION
CONTROL PLAN SHOULD BE REGARDED AS MINIMUM REQUIREMENTS;ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO
ENSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE.
4. EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO ANY CLEARING OR GRADING ACTIVITIES BEYOND THAT NECESSARY TO vl In
INSTALL SUCH MEASURES.APPROVAL OF CONSTRUCTED EROSION CONTROL MEASURES SHALL BE OBTAINED IN WRITING FROM ENGINEERING zo z z
DEPARTMENT STAFF PRIOR TO SITE CLEARING AND GRADING. 0
5. COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED AND EASILY c.0 0
ACCESSIBLE DURING CONSTRUCTION.THIS INCLUDES APPROVED CONSTRUCTION PLANS,APPROVED EROSION CONTROL PLANS, ,y,
ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS,WATER/SEWER PERMITS, ETC. 0 0 0
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6. CITY/COUNTY AND STATE MUST BE GRANTED ACCESS TO ANY AND ALL AREAS OF THE SUBJECT SITE FOR THE INSPECTION OF z z
SEDIMENTATION AND EROSION CONTROL ADEQUACY.
7. IF ADDITIONAL EROSION AND SEDIMENTATION CONTROLS ARE REQUIRED TO PREVENT OFFSITE SEDIMENTATION,THESE PLANS a a
MUST BE MODIFIED AND SUBMITTED TO THE PROPER AUTHORITY WITHIN FIVE BUSINESS DAYS FOR APPROVAL AND ADDITION TO THEIR 0 0
RECORDS.
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N 3s•a5'U8°E s2e 41' \ REQUIRED STORAGE= 3,600 X 1.44 AC = 5,184 CU FT Control Corner II ♦"`tLL lNpll'' ,(ns.zrl �� ♦
_ ]ae.eo PROVIDED STORAGE= 5,767.74 CU FT AT ELEVATION 147 EIP in Ditch ♦ ,
-- NIP 1'a3e WEIR LENGTH= 6.00' GPSCoordinates P /
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16 4e.23 / TEMPORARY SE•MENT TRAP 41. •� DESIGNED BY: E.TOLLE
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148.12 I {RACY#'WB'07 I REVIEWEDY:BY.TG LLFRANKS
149.61 \ 118.EL
Stephen Herod Bell I \ 14i I 1495`
Et-Ux 2.343 Acres / �•e.o \ D457 COURT SSTREETC
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PIN 939591]29]00Atj.3I I I NE - ; EdtlIE U%ons 14fi.96 WWW.DSGINGQRPQRATED.GGM
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FIELD. CONTRACTOR SHALL I DWELLING II I 50.00 I 14e.94 e
PROTECT SEPTIC FIELD �a9.]
THROUGHOUT CONSTRUCTION. NC'. I I III aro�I I \ PP 1
S,T06KPILE OR HEAVY EQUIPMENT \ o-cJ i _ O�
5 ALLOWED WITHIN LIMITS. SEE I �-F4 = I- TS
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c ila3N56,5 0" ED „ I'1' I 150,59 150.80 151.73 1.9.2E' 14-,111- UTH ]99g19M.EkOUi09.4 0 ? g w Z
N ® 147,03 10.0 - '1 149 f:9' / / vni u r-D�.,. r�• `L 1 CO LL.I 0 Q
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w _ -l5�5 151 Between Letters'E'and•L' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ _ aysh - O Q w Q
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US HIGHWAY#301- ROW Varies 151 OCPED 0 I.1.1 _
1 / 533°32'19"W 345.�' \ (n D~
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149.72 149,78 ., -•46 iP41• O Z
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PP I:=.iJS HIGHWAY#304,0 ROW Varies 148.43 3.05 94 � 8,05 ELE ;0 pC 2 w,km
55'NOTE.NCOOT Maps references nary'
b Opgc-new antl N $LE
14730 ® 148'OLnasmnnnngour811reuesthowererweare y#30, bsesedpewstals. 820LF 14�1»"p 149.66 Note:US Hi hwa #301 Ri ht-of-Wa Shown fromNCDOT rovided lans: / PED a p[ s L. d ,-4)
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147.57 20110200902 marketltlurngour811 request however are showing observed pedestals. 18"RCP 149.15 Highway 9 Y P P 20,102008 - N 0_ 0_CC
wF Project#R-5019,Sheet#46 of 48,and Project#1-5987 A,Sheet#35, NrF •••NOTE:NCDOT Maps /
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20110200906 1 L rekrences underground Fiber/
BLANKS 20110200a
wF N1F
BELL Optic and ry Lines
BLANKS 3 parallel to both sides of US Highway,/ \391,these C E-3.0
lines were not marked during
id North o s 30 fie
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...�.1k.F". HORIZONTAL SCALE: 1" = 30' SHEET NUMBER