SW1210503_Plansheet - Existing Site_20210924

CALLS FOR
CENTERLINE OF
SPRING CREEK
NCGS 7 EG 1 (OBSERVED)
NAD 83 (2011) NSRS
N = 801,598.84
E = 864,770.05
ELEV=1,390.16
TOP OF BANK
COMPUTED POINT)
NAD 83 (2011) NSRS
800,549.37
E 6.163.01
JLNT PROPERTIES, LLC
PIN NO: 8860603623
D.B. 556, PG. 784
P.B. 7, PG. 626
ZONING: R-A
JEANNE M. & WARREN-KEITH GgNT Y
TRUSTEES OF THE GEN RY,
FAMILY REVOCABLE TRU
PIN NO: 88605093 0
D.B. 607, PG. 74 /
D.B. 504 PG. 57 /
D.B. 132, PG. 71 Ud //
B. 607, PG. 74 ���% `
'ZONING: R-A
b
PROPERTY LINE
IS CENTERLINE
OF SPRING
CREEK PER D.B.
196, PG. 179
PETER R. & KAREN L. NAGLE
PIN NO.8769690757
.610, PG. 28('TOP OF BANK
B. 8, PG. 235
ONING: R-A
MARIE RICKER HOLT
PIN NO: 8769690349
D.B. 245, PG. 578, D,B.
158, PG. 219, D.B. 157,
PG. 506, D. B. 157, PG.
404
ZONING: R-A
POSSIBLE GAP IN
DEEDS,
PROPERTY LINE
PER PLAT BOOK
3, PAGE 15
MRS. BERTIE q PIN NO: 8769
D.B. 70, PG.
P.B. PG.
ZONIM R
ALLEN E. WENZL.4
TRUSTEE OF THE
ALLEN E. INTER VIRAS W
REVOCABLE TRUST
PIN NO: 8769691204
D.B. 512, PG. 1093,
-P.B. 5. PG.
k
31
t � �
SOUTHERN RAILWAY COMPANY
D.B. 127, PG. 654
\ P.B. 3, PG. 34
EXCEPTIONS # 8 I
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P. .2 PG. 220 / 3 �-1500---
PROPERTY LINE
IS CENTERLINE
OF SPRING
CREEK PER D.B.
196, PG. 179
I � \
I
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LOT 3, A
P.B. 2, PG. 220 \
I
LOT 1,
P.B. 2.,.P.G. L2
POSSIBLE GAP IN
TARA NIX
PIN NO: 8860711017
D.B. 602, PG. 146
ZONING: R-A
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WA TER TANK
MADISON MANUFACTURING COMPANY I \
AREA OUTSIDE CEMETERY TRACT \
.1N0_- = \ �� �� \\� \' \�\ AREA OUTSIDE SOUTHERN I
RAILWAY COMPANY TRACT
PIN NO. 8769699229
o 2 �= = ��\\\\ Sty D.B. 196, PG. 179 \
GRA I/ES _ 30 _ \ \ P.B. 3, PG. 15
ZONING: R-A \
-15400 �DO
D E E D S, /RG1,
PROPERTY LINE STONES
PER PLAT BOOK \
2, PAGE 220 / \ 1-111, \
EXISTING CONDITIONS
EXISTING BOUNDARY INFORMATION IS PROVIDED BY
DAVIS-MARTIN-POWELL ENGINEERS & SURVEYORS, DATE MAY 4, 2018.
THE CONTRACTOR SHALL REVIEW PLANS AND SHALL CONDUCT FIELD
INVESTIGATIONS AS REQUIRED TO VERIFY THE EXISTING CONDITIONS
ON THE PROJECT SITE.
EXISTING TOPOGRAPHIC INFORMATION WAS PROVIDED BY
DAVIS-MARTIN-POWELL ENGINEERS & SURVEYORS, DATE MAY 7, 2018 .
GRADES MAY VARY FROM THOSE SHOWN. CONTRACTOR SHALL REVIEW
THE PLANS AND SHALL CONDUCT FIELD INVESTIGATIONS AS REQUIRED
TO VERIFY THE EXISTING CONDITIONS AT THE PROJECT SITE.
BASIS OF BEARING, HORIZONTAL & VERTICAL SYSTEMS:
NORTH CAROLINA GRID SYSTEM (NC3200), NAD 83 (2011, ON NAVD 88
(GEOID 12A) COORDINATES WERE OBTAINED USING THE NCVRS SYSTEM
RECEIVING WATERS, WETLANDS, AND FLOOD ZONE
RECEIVING WATER IS THE FRENCH BROAD RIVER
THERE ARE NO WETLANDS ON SITE AS DETERMINED BY BRANDEE C.
BOGGS FROM USACE.
PROPERTY LIES WITHIN "FLOOD ZONE X", AREA OF MINIMAL FLOODING.
ACCORDING TO FLOOD INSURANCE RATE MAP PANEL NUMBER
3700886000J & 3700876900J, DATED JUNE 2, 2009.
EXISTING SOILS INFORMATION:
1. DtD, DITNEY-UNICOI COMPLEX, 15 TO 30% SLOPES, VERY STONY,
HYDROLOGIC SOIL GROUP D.
2. DUE, DITNEY-UNICOI COMPLEX, 30 TO 50% SLOPES, VERY ROCKY,
HYDROLOGIC SOIL GROUP D.
3. NhC, NORTHCOVE-MAYMEAD COMPLEX, 8 TO 15% SLOPES, STONY,
HYDROLOGIC SOIL GROUP A.
4. Ud, UDORTHENTS, LOAMY, 2 TO 50% SLOPES, HYDROLOGIC SOIL
GROUP C.
5. UhE, UDORTHENTS-URBAN LAND COMPLEX, 2 TO 50% SLOPES,
HYDROLOGIC SOIL GROUP A.
6. UsB, UNISON LOAM, 2 TO 8% SLOPES, HYDROLOGIC SOIL GROUP B.
7. UsC, UNISON LOAM, 8 TO 15% SLOPES, HYDROLOGIC SOIL GROUP B.
8. UsD, UNISON LOAM, 15 TO 30% SLOPES, HYDROLOGIC SOIL GROUP B.
VICINITY MAP - N.T.S.
Bmadwing Farm Cabins
e34 e
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F Pooh Broad Rry
SI j C ek -ray Love's Leap Hiking Trail Q
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PROJECT
®Paedaas SITE
0
Creek Ridge Camping E
PROJECT LEGEND
EXISTING
PROPOSED
TOP OF BANK
PV EQUIPMENT PAD
ADJOINER LINE
BATTERY CONTAINER El
PROPERTY LINE
INVERTER
OVERHEAD POWER
TRANSFORMER/AUX. PAD
❑
CURB & GUTTER
MV SWITCHGEAR
RIGHT OF WAY
- -
CONTROL ROOM
EASEMENT LINE
- -
PV PANEL
SANITARY SEWER
TRENCHING
=
STORM DRAINAGE
INVERTER GROUP
=_____
GAS LINE
-
VEGETATIVE SCREENING
WATER LINE
-
LIMITS OF CONSTRUCTION
UNDERGROUND ELECTRIC
SECURITY FENCE
UNDERGROUND CABLE
Tv
SITE ACCESS ROAD
WOODS LINES
MAJOR CONTOUR
100
RAILROAD
MINOR CONTOUR
LEASE LINE
WOODED AREA
TO -BE -REMOVED
CONCRETE
PROPOSED WOODS LINE
ASPHALT
0
FLOODWAY
100-YR FLOOD
0
500-YR FLOOD
-
MAJOR CONTOUR
- -100--
MINOR CONTOUR
-
GUY WIRE
C.
UTILITY POLE
TREE
SHRUB/STUMP
WATER SUPPLY
0 100, 200'
Know what's below.
Call before you dig.
CIVIL DESIGN
SEI Engineering
Engineering a World Powered by Solar Energy
SEI PROFESSIONAL SERVICES
39845 MATHEWS LANE
PAONIA, CO 81428
[e-mail]
970.527.3920
ENGINEER
EPC CONTRACTOR
WARTSILA
WARTSILA NORTH AMERICA, INC
11710 N. GESSNER ROAD, SUITE A
HOUSTON, TX 77064
[phone]
DUKE PROJECT NUMBER
446-14
DUKE SHEET NUMBER
HSP00-SI-C-PL-01
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UNITED RENEWABLE ENERGY
5895 SHILOH RD STE 104
ALPHARETTA, GA 30005
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PHASE
I FC REV3
DATE 2/10/21
DRAWING SCALE
1 " = 100'
NOTE: If this drawing is not 24x36" it has been
revised from its original size the scales noted on
drawing/details are no longer applicable.
DRAWN BY:
DRAWN BY:
REB
I
DRAWING NAME
OVERALL EXISTING
SITE PLAN
C 1.0