SW6240203_Plansheet - Other_20240511

LEGEND: BUA
EIS O EXISTING IRON STAKE
OWNER: O EXISTING IRON PIPE DIMENSIONS
GRAVITY COMPANIES,LLC EIP �r�" V�
664INDUSTRIAL PARK DRIVE EPK® EXISTING PK NAIL NO"
ELIZABETHTOWN,NC28337 NPS O NO POINT SET Oo Existing Edge of Pavement
PIN NO. 1507-33-7313.000 NCGSMON.® N.C. GEODETIC MONUMENT Existing Edge of Pavement
GENERAL BUILDING INFORMATION RWMON 0 EX. RNV MONUMENT ac son oulevard US 421 S 150' Public R/W {
BUILDING USE:COMMERCIAL-RETAIL RBS0 REBAR SET
TOTAL LOT SIZE= 1.526 AC± /MNS m MAG NAIL SET \
BUILDING SIZE: 16,000SF
POWER POLE \
BUILDING HEIGHT: 20FT PP \
LIGHT POLE
ADDRESS:
46 SHRIJI LANE LP
ERWIN,NC 04 00 FIRE HYDRANT ASSEMBLY
ZONING INFORMATION: GAS VALVE
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SITE ZONING: B 2 O SANITARY SEWER MAN HOLE
SETBACKS: 6' rimeter Strip, Map Number 2013-196 _ _ — — '� — J
BUILDING MINIMUM BUILDING SETBACKS(UNLESS NOTED) pO STORM MANHOLE — . ' ti 0
FRONT: 30' _ ,
SIDE: 0' 0 DROP INLET Ii93i
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HEIGHT:35'MAX CATCH BASIN I I I
OT TELEPHONE PEDISTAL
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O SANITARY SEWER CLEAN OUT e / e<f\g 'sere
• BOLLARD a� PdJe< - -1 -
EXISTING TREE
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SHRUB
UTILITIES: 10
BC BACK OF CURB
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WASTEWATER SERVICE:4"SEWER SERVICE-TOWN OF ERWIN R/W RIGHT-OF-WAY I 142.1' LIJ0
WATER SERVICE:1"WATER SERVICE-TOWN OF ERWIN 59.6' Concrete
ELECTRIC SERVICE: FENCE LINE \� t It Z Z
NATURAL GAS SERVICE: I I
DITCH rTl
PARKING REQUIREMENTS: — — RIGHT-OF-WAY dQ I ,1 J •, hw-I
PARKING SPACES TO BE TYPICAL(9 FEET X 20 FEET)UNLESS OTHERWISE EX.WATER LINE i ; Z
NOTED EX. DRAINAGE PIPE I �' 44.6 U
PARKING SPACES REQUIRED: 53 QJ r
PARKING BUILDING CODE REQUIREMENTS: 1 SPACE PER 200 SF GFA NON SURVEYED PROPERTY LINE N
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PARKING PROVIDED TOTAL: 36 SPACES = GRAVEL
HANDICAP REQUIRED:2 SPACES FLOODPLAIN 1
MINOR CONTOUR
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GENERAL SITE NOTES: Q3
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ALL NEW SERVICES SHALL MEET ALL NC BUILDING CODE REQUIREMENTS MAJOR CONTOUR Concrete Sidewalk ° 125.8'
ALL EXISTING UTILITIES ARE SHOWN BASED ON FIELD EVIDENCE 54.6'
4 CONCRETE PAD
PRIOR TO ANY DIGGING NC ONE CALL SHALL BE CALLED AND CONFIRM 4. I 5—
LOCATION AND SIZE OF ALL EXISTING UTILITIES.
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HC PARKING �
SIGNAGE TO BE ) I ;1 W
INSTALLED ON I _ I ' t` z
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HARBOR FREIGHT
16,000 SF
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° FFE = 195.5 ° '� I�
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OVERHEAD DOOR 28
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DELIVERY DOOR / 1 — I� Pspr PaO�rg
160' / I_ _ard
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SHRIJI LANE
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NOTES: / ^�
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1. A WETLAND EVALUATION WAS NOT PERFORMED ON THIS PROPERTY. j ° Z
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2. FRED SMITH THE SOIL SCIENTIST WAS ON SITE AND MADE NO w z W
COMMENTS REGARDING WETLANDS. 0 Q 2
2
3. SOILS WERE EVALUATED AND SOIL MAPS WERE REVIEWED FOR THIS SCALE 1"=20' W I__ Z -
DETERMINATION U p OU
4. THEREFORE I, MARIE PEEDIN, PE DEEM THIS SITE TO HAVE NOT 0 20' 40' O U z � O W
WETLANDS AS DEFINED BY NCDEQ 401 AND OR THE USACOE. iz °U O H
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INNER BANKS ENGINEERING, PC 0 > "
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P. 0. BOX 154 a- z ° 0 U)
Washington, NC 27889 w o Q o W
North Carolina 252-945-2983 < U °
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One-Call Center [e-mail] c' - N J o
LICENSE NO. C-4111 V Mn
File No. 23039
Scale:
S E N GIN 1 11-
-20
Sheet No.
Know what's below. W
Call before you dig.
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