SW6240203_Plansheet - Proposed Conditions/Site Plan_20240511

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COMPANIES,LLC G
SITE PLANS
664 INDUSTRIAL PARK DRIVE r
ELIZABETHTOWN,NC 28337 EIS O EXISTING IRON STAKE EXISTING IRON PIPE E Jackson Boulevard US 421 S 150 Public R/W o Course Bearing Distance
PIN NO. 1507-33-7313.000
EIPO Z J I �1 a
EPK® EXISTING PK NAIL � L-1 S 71 31 56 E 41.01
GENERAL BUILDING INFORMATION NPS O NO POINT SET FO FO FO Fo V o
L-2 S 7121'17" E 87.05'
BUILDING USE:COMMERCIAL-RETAIL NCGS MON.0 N.C.GEODETIC MONUMENT \ 7 �� w FO FO FO FO L-3 S 71 35 27 E 88.30
TOTAL LOT SIZE= 1.526 AC± ■ EX. R/W MONUMENT E — 8 \ t n F� y L-4 S 71 4734" E 5.00'
RwM \� yy L-5 N 20 3229" E 37.66'
BUILDING SIZE: 16,000SF BS• REBAR SET 0
m MAG NAIL SET — -7 �99� JO s — y
BUILDING HEIGHT: 20FT MNS / Q 6 / o �y Course Bearing Distance
PP POWER POLE , / �\ �� L c — yZ E-2 S 134727" W 118.52'
ADDRESS: 9 J 7 1 3
46 SHRIJI LANE LIGHT POLE \
46 SH ERWIN,NC LP ' i L 1 OHE r� E-3 N 76'12'33" W 2.54'
L —2 P \ r OHE — O E-4 N 13'4727" E 82.54'
FIRE HYDRANT ASSEMBLY 5T HE OHE I I E-5 N 13'4727" E 36.73'
ZONING INFORMATION: OH
HE OHE E OHE I E-6 N 222539" E 111.43'
SITE ZONING: B 2 H GAS VALVE OHE ; E-7 R = 11459.16' L = 5.01' 7
SETBACKS: I SIGN Tan: 2.51' CA: 00 L 1'30"
BUILDING MINIMUM BUILDING SETBACKS(UNLESS NOTED) O SANITARY SEWER MAN HOLE ' — ' I Chd. S 7125'05"E 5.01' —
10-�FFE -`FARO— ; ; E-8 R T 1145 1' L = 5.01' J
FRONT: 30' —
SIDE: 0' p0 STORM MANHOLE FES 1 I I ; Tan: 2.51' CA: 001'30"
REAR:20' O
HEIGHT:35'MAX C DROP INLET I O{ S S\ t1 / N 1 i Chd: S 7126 35"E 5.01'
8 CATCH BASIN lCe 8aeff\* 5e�\ 12 SPACES 9 SPA ES o 1 ;1 L.L
OT TELEPHONE PEDISTAL I C4 S* /1' veC - / - w 1 12 z a
e a\ Pd I
O SANITARY SEWER CLEAN OUT J r ,
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BOLLARD V
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• �� ACCESSIBLE
EXISTING TREE ��, / 2 ELECTRICAL CONDUIT
SHRUB N WITH PULL STRING FOR SIGN
UTILITIES: a UT LIGHTING
REMOVE EX SIGN / ASPHALT o - W
WASTEWATER SERVICE:4"SEWER SERVICE-TOWN OF ERWIN � O � RESERVED
WATER SERVICE:1"WATER SERVICE-TOWN OF ERWIN BC BACK OF CURB _ LO PARKING PARKING
ELECTRIC SERVICE: RNV RIGHT-OF-WAY Q0 Uj
NATURAL GAS SERVICE: O
FENCE LINE
PARKING REQUIREMENTS: DITCH
PARKING SPACES TO BE TYPICAL(9 FEET X 20 FEET)UNLESS OTHERWISE NOTED RIGHT-OF-WAY S, I ;PARKING SPACES REQUIRED: 60
EX.WATER LINE 1 w Z
PARKING PROVIDED TOTAL: 61 SPACES EX. DRAINAGE PIPE 12 SPACES / 6 SPACES O �'� 1 ; Q 6 PENALTMAXIMUY' q U
HANDICAP REQUIRED:2 SPACES I I D12 1 ; C� S250 2 e
NON SURVEYED PROPERTY LINE
GENERAL SITE NOTES: I 1
GRAVEL I I � R 1 I W L.L a
ALL NEW SERVICES SHALL MEET ALL NC BUILDING CODE REQUIREMENTS FLOODPLAIN '
MINOR CONTOUR ^ I �� —/ 1CJ 10 SIDEWALK �, { LLJ
T
ALL EXISTING UTILITIES ARE SHOWN BASED ON FIELD EVIDENCE I I �� 9 79.33' I I� NI i o TYPE R7-8 1 O O q
PRIOR TO ANY DIGGING NC ONE CALL SHALL BE CALLED AND CONFIRM LOCATION MAJOR CONTOUR ; m PER G.S. 20-37.6
AND SIZE OF ALL EXISTING UTILITIES. I ' O Ln 1 Q a N
a I PROVIDE "VAN ACCESSIBLE" w
CONCRETE PAD &3 SIGN AT ONE SPACE AS SHOWN
a. I 43, I 1..�
d D14 � � ; � ; ON THE SITE PLAN
/ 1
I I i MOUNT SIGN ON GALVANIZED 3" C-CHANNEL IRON.
HC O
PARKING / 0Q 1 I SET 3' BELOW GRADE W �..�
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I SIGNAGE TO BE / I I 1; Z
References I I INSTALLED ON ` I TYPICAL HANDICAP PARKING SIGN
FEMA FLOOD HAZARD STATEMENT Deed Book 2513, Page 608 (Title to Shriji Properties, LLC)
Property shown on this plat is Deed Book 4167, Page 1881 (Title to RUC Erwin, LLC) BUILDING / \a Y
located within Zone X" of the FEMA Mop Number 2005-715
Flood Hazard Map and not in any Map Number 2005-715 I I O Q NEW 1" WATER SERVICE LINE < <
Flood Hazard . Mop Number 2006-411 \ / � cn WILL BE ERWINS POINT OF SERVICE
FEMA mop No. 3720150600J P 10 DRAINAGE ,� � w
Effective Date: 101JI2006 Map Number 2007-262 U
w I 1 OWNER TO INSTALL
Mop Number 2013-196 EASEMENT I / HARBOR FREIGHT 0 w 1 RPZ IN HOT BOX PER CODE
All others as shown and/or noted hereon Q I
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SEAL 1/2" DEEP I �I I 0 I N �I V I ; 1 CONNECTION _ -
HOLE W/ MORTAR / / 1 40
OVERHEAD DOOR �y6
2-#3 REBARS ,'. r, It
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DELIVERY DOOR �0✓ / \� 1 i +
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4" SEWER SERVICE • , C _��-
g., sty 22'8"X21'2" DUMPSTER D R D S W
6 � � 10" ROOF DRAIN
2 PAD WITH 8" BLOCK ° 1"WATER SERVICE \
SECTION WALL PER DETAIL NATURAL GAS SERVICE
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HRIJI LANE •Er AT rM MINIMUM WHEEL STOP PLACEMENT: I O " w EX S g or
' 1/4" 6" FROM FACE OF CURB OR SIDEWALK Q-) �/ 80'X36'X6" AREA
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42" FROM FACE OF BUILDING o . CONCRETE A s \ G �� �g2• EFrAa«FWTE,E W rDN43NAW
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FDC a(\� \ ��� u o ��k-a`cw TR C, ��AE REOUilEn rTP.
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PRECAST CONCRETE WHEEL STOP — e N� \cam �j, W . T 5/1/24
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NOT TO SCALE 242. 67
`I 2' 6 „ NEW 6"FIRE SERVICE LINE / �Iac —
FF O 9 2 WITH FDC CONNECTION AND RPZ \ \\
I I 0 (� a5 IN THE BUILDING \ �.
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\ MAINTENANCE DUMPSTER PAD DETAIL Q w
/ / \ EASEMENT I NOT TO SCALE L:a w
NOTES: \
/ LU 1. A WETLAND EVALUATION WAS NOT PERFORMED ON THIS PROPERTY. \ ' j o Z
2. FRED SMITH THE SOIL SCIENTIST WAS ON SITE AND MADE NO / \ w Q W
COMMENTS REGARDING WETLANDS. I 0 _j 2
LU 3. SOILS WERE EVALUATED AND SOIL MAPS WERE REVIEWED FOR THIS / \ \ I- z
DETERMINATION U p OU
4. THEREFORE I, MARIE PEEDIN, PE DEEM THIS SITE TO HAVE NOT / \ I o z
p � O W
(n
WETLANDS AS DEFINED BY NCDEQ 401 AND OR THE USACOE. \ I C Z CU O v >Q
0 U H yj
W
INNER BANKS ENGINEERING, PC ' "
0 co z C) O
2" SURFACE COURSE
SLOPE P. 0. BOX 154 D- z ° 0 U)
SLOPaX. NOTES: Washington, NC 27889 w Q Q Q
o 0 O 0
North Carolina '4-4° °. 8"ABC STONE 252-945-2983 Q Z
~ `THickEIVED ECIGE.WALK TOP OF SIDEWALK N v
,' 1. THIS PROPERTY IS LOCATED WITHIN AN AREA DETERMINED TO BE OUTSIDE THE /� � z
One-Call Center ° ° e ' o o o o 0.2%"ANNUALCHANCEFLOODPLAINZONE"X"AS SHOWN ONDFIRMMAP 12 1 1 12 VARIES [e-mail] 0 �_ M w o w
I—III=III=III=III=III=III=III=III=III=III=III=III—I I of °' °' ° .II 2. ALL DISTANCES ARE3720150600J DATED I0/3/2006.HORIZONTAL GROUND IN SURVEY FEET UNLESS OTHERWISE CROSS SECTION FINISHED PAVEMENT LICENSE NO. C-4111 w �'
i i� 8" CONCRETE CURB POURED 12" 0 C HAND TOOLED GROOVES 23039
2� S9.5A ASPHALT o°o o°o III—� 12:1 SLOPE MAX. ON B TH SIDES TYPICAL
NOTED. FLUSH WITH TOP OF SIDEWALK d File No.
3. AREAS CALCULATED BY COORDINATE GEOMETRY.
® TYPICAL PAVEMENT SECTION COMPACTED SUBGRADE o D ° D ° D II=I 4. NO BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS, MATERIALS AND
1 I SURFACES, INCLUDING BUT NOT LIMITED TO PRINCIPLE AND ACCESSORY s E N G j Scale: 20,
Scale: Not To Scale: �� �� � � � I I
8" CABC o �o �o D D STRUCTURES AND ADDITIONS AND APPURTENANCES THERETO,SIGNAGE, FENCES, `�
I_I� WALLS, MECHANICAL EQUIPMENT, CANOPIES,ANTENNAS, MASTS,AERIALS, 0 10SIDEOWNALK�E
�o o III�II� MONUMENTS, LANDSCAPE PLANTINGS, FILL MATERIALS, DEBRIS, SOLID WASTE I Sheet No.
Items and paint marks on the surface of the ground were located along with utility plans for III.,
Know what's below. the underground utilities as shown hereon. However, lacking excavation, the exact location and COLLECTION CONTAINERS, MAIL RECEPTACLES AND IMPERVIOUS SURFACES SHALL
III-- ENCROACH WITHIN ANY DEDICATED EASEMENT WITHOUT PRIOR APPROVAL. w
size of underground features can not be accurately, completely and reliably depicted. Where additional COMPACTED -III— III 6 Z
Call before you dig. I� 5. A TITLE COMMITMENT REPORT AND/OR TITLE RESEARCH WAS NOT PREPARED WITH 6.0' MIN. 6.0 6.0' MIN. .p or more detailed information is required, the clients are advised that excavation may be necessary. SUB-GRADE
Elevations shown hereon are based on NCGS Monument 'Place" NAVD 88 l�l I I I ICI I Imo_ THIS SURVEY. THIS POINT TO BE r II
Property is in the high intensity/ commercial mixed-use area on the future land use map for the Town of Erwin. 6. THIS PROPERTY IS SUBJECT TO ALL RECORDED EASEMENTS, RIGHT-OF-WAY,AND PLAN VIEW FLUSH WITH PAVEMENT SCALE 1"=20'
RESTRICTIVE COVENANTS THAT MAY OR MAY NOT AFFECT THIS PROPERTY. NO
CONFIDENTIALITY STATEMENT: THIS DRAWING IS THE PROPERTY OF INNER BANKS ENGINEERING SERVICES,PC.THIS INFORMATION IS CONFIDENTIAL AND IS (��c�)THICKL"NED EDGE WALK DETAIL HANDICAPPED RAMP DETAIL 0 20 40
CLAIM IS MADE THAT ALL MATTERS OF RECORD ARE SHOWN HEREON. ,
I NOR
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 NOT TO SCALE 7. IRON STAKES ARE LOCATED AT ALL CORNERS UNLESS OTHERWISE NOTED.