SW6240203_Plansheet - Proposed Drainage Area_20240511

LEGEND:
EIS O EXISTING IRON STAKE DRAINAGE
OWNER: EIPO EXISTING IRON PIPE
GRAVITY COMPANIES,LLC
AREA
664INDUSTRIAL PARK DRIVE EPK® EXISTING PK NAIL
ELIZABETHTOWN,NC28337 NPS O NO POINT SET Existing Edge of Pavement
PIN NO. 1507-33-7313.000 NCGSMON.® N.C. GEODETIC MONUMENT Existing Edge of Pavement TO SCM
GENERAL BUILDING INFORMATION RWMON EX. RNV MONUMENT FO Fp FO p aC Son . S Ulevard (dS 421 w 31 150' Public R/W FO FO
BUILDING USE:COMMERCIAL-RETAIL RBS9 REBAR SET ��C, ,7 S8 47'1F� FOFOTOTALLOTSIZE= 1.526AC± MNSMAG NAIL SET BUILDING SIZE: 16,000SF PPPOWER POLEBUILDING HEIGHT: 20FT O//20ADDRESS: LIGHT POLE 9 X? o OM
46 SHRIJI LANE LP � 8694S 11 S 71 '_\ Q
ERWIN,NC FIRE HYDRANT ASSEMBLY , „E 93.31 TOtai
ZONING INFORMATION: ►� GAS VALVE i -92 1 6 36 S 71°36 06 P OHE OHE z
SITE ZONING: B 2 O SANITARY SEWER MAN HOLE /
SETBACKS: OHE OHE Ht 6 plan in g Perimeter Strip, Map Number N P P J
BUILDING MINIMUM BUILDING SETBACKS(UNLESS NOTED) p0 STORM MANHOLE 190 —30 Jam.00
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SIDE: 0' 0 DROP INLET '
REAR:20'
HEIGHT:35'MAX CATCH BASIN JN,
OT TELEPHONE PEDISTAL O{ rs S\ r � Je
SANITARY SEWER CLEAN OUT
2< \seBOLLARD \ d EXISTING TREE v and
SHRUB
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WUTILITIES: BC BACK OF CURB U
WASTEWATER SERVICE:4"SEWER SERVICE-TOWN OF ERWIN R/W RIGHT-OF-WAY 139.8' w M--1
WATER SERVICE:1"WATER SERVICE-TOWN OF ERWIN 6 Concrete
ELECTRIC SERVICE: FENCE LINE
NATURAL GAS SERVICE: DITCH \ 178.6' z
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PARKING REQUIREMENTS: — — RIGHT-OF-WAY Q9 J
PARKING SPACES TO BE TYPICAL(9 FEET X 20 FEET)UNLESS OTHERWISE EX.WATER LINE > Z
NOTED EX. DRAINAGE PIPE 44.6 (D q U
PARKING SPACES REQUIRED: 53 �y�QJ � _,!�
2
PARKING BUILDING CODE REQUIREMENTS: 1 SPACE PER 200 SF GFA NON SURVEYED PROPERTY LINE e
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PARKING PROVIDED TOTAL: 36 SPACES GRAVELUj
HANDICAP REQUIRED:2 SPACES FLOODPLAIN �\ �III
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MINOR CONTOUR J w
GENERAL SITE NOTES: a IL.. O q
MAJOR CONTOUR a� 2
ALL NEW SERVICES SHALL MEET ALL NC BUILDING CODE REQUIREMENTS Concrete Sidewalk ^ o a N
ALL EXISTING UTILITIES ARE SHOWN BASED ON FIELD EVIDENCE 54.6' 125
PRIOR TO ANY DIGGING NC ONE CALL SHALL BE CALLED AND CONFIRM 4 CONCRETE PAD h�
LOCATION AND SIZE OF ALL EXISTING UTILITIES.
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e TO SCM
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227.5' Q s�• / � ro
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N ^ 662 5'
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TOTAL DA 66484 SF_ �< Corc• d
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s SHRIJI LANE
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18338 SF
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NOTES: 0-
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1. A WETLAND EVALUATION WAS NOT PERFORMED ON THIS PROPERTY. >
2. FRED SMITH THE SOIL SCIENTIST WAS ON SITE AND MADE NO w 6
COMMENTS REGARDING WETLANDS.
0 CY
3. SOILS WERE EVALUATED AND SOIL MAPS WERE REVIEWED FOR THIS SCALE 1"=20' L LU
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DETERMINATION 0✓ 0 z
4. THEREFORE I, MARIE PEEDIN, PE DEEM THIS SITE TO HAVE NOT 0 20' 40' o z LU
a
WETLANDS AS DEFINED BY NCDEQ 401 AND OR THE USACOE. � Z CCU 0 a
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INNER BANKS ENGINEERING, PC 0 LD
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P. 0. BOX 154 a- ' °
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Washington, NC 27889 W W o QLU
North Carolina 252-945-2983
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One-Call Center [e-mail] inW
LICENSE NO. C-4111 W
File No. 23039
S $N G Scale: 1„=20'
Sheet No.
Know what's below. W
Call before you dig. z 71
CONFIDENTIALITY STATEMENT: THIS DRAWING IS THE PROPERTY OF INNER BANKS ENGINEERING SERVICES,PC.THIS INFORMATION IS CONFIDENTIAL AND IS
TO BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY INNER BANKS ENGINEERING, PC NO PART IS TO BE DISCLOSED TO OTHERS WITHOUT EXPRESS WRITTEN
PERMISSION FROM INNER BANKS ENGINEERING, PC