NCC220141_Site Plan or Location Map_20220107

S: \Survey\Projects\7709 - Weddington Acres\DWG\Weddington Acres -Lot 16-Plot Plan.dwg
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VICINITY MAP Chestnut Ln
(NOT TO SCALE)
I, KENT C. HUDSON, PROFESSIONAL LAND SURVEYOR, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION, DEED DESCRIPTION AND/OR MAP
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BOOK SEE , PAGE NOTE #2 • THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS
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Matthews 9) .
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FROM INFORMATION AS SHOWN HEREON; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000+;
THAT THIS PLAT MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
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Weddington Rd 0°h
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NORTH CAROLINA (21 NCAC 56.1600); THAT THIS GROUND SURVEY WAS PERFORMED AT THE 95
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PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS
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SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY TO
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THE ACCURACY OF CLASS 9 AND VERTICAL ACCURACY WHEN APPLICABLE TO THE CLASS -A
L- 5187
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STANDARD, AND THAT THE ORIGINAL DATA WAS OBTAINED ON JULY 29, 2021; THAT THE SURVEY WAS
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COMPLETED ON JULY 29, 2021; AND ALL COORDINATES ARE BASED ON NAD 83/2011 AND ALL
ELEVATIONS ARE BASED ON NAVD 88
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WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL;
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0 40' 80'
THIS __ DAY OF , 2021.
PRELIMINARY
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0ARSCAI C' 1" = 40' KENT C. HUDSON, PLS PARCEL 06090092 1
LICENSE NUMBER: L-5187 VINTAGE CREEK OWNERS
SANITARY SEWER MANHOLE ASSOCIATION INC
RIM: 703.70' DEED BOOK 6459
INV. IN (8"): 689.36' PAGE 414
LINE
BEARING
DISTANCE
L1
N 10`10'37" W
25.75'
L2
N 05'55'11" W
17.64'
L3
S 07`06'16" E
38.13'
INV. OUT (8 ): 689.U8 \
LEGEND: FOB \ 0 A "o
R/W RIGHT-OF-WAY Reba �S �8
w❑ WATER METER INVERT (18"): 694.64' 78- 80 52,1 W�16:3;8�.>>Found
® CLEAN OUT \
\ \ #4 Rebar
® FOUND CORNER INVERT (18"): 6�5.10' �\ �� 1'16" IN
103.22'
18" DIP DUCTILE IRON PIPE �699
18" RCP REINFORCED CONCRETEA
PIPE 20' SDE �700 rtOv \ >0
(SCALED PER c±
NOT TO SCALE TBM CABINET P PAGE 414
#5 REBAR SET ) \� \
ELEV.: 705.20'
NAVD 88 \ _
RIPRAP W
PROPOSED HOUSE N
MAIN LEVEL HEATED: 3011 Sq. Ft. Q [q o \
UPPER LEVEL HEATED: 1598 Sq. Ft. ��` CO �O U M�
TOTAL HEATED: 4609 Sq. Ft. rV
(10�
COMMON OPEN SPACE o� - 26 c\,v 9
�0
7S
�F
SANITARY SEWER MANHOLE 05 252; / �� g' �p /
RIM: 709.95'
INV. IN (8"): 694.57'
INV. OUT (8"): 694.33'
FLARED END SECTION
INVERT (18"): 699.80'
Found-
#4 Rebar
PARCEL 07150688 / M
1.029 Acres cV �710_ PARCEL 07150689
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ARUN KALLIKADAVIL
� SUSHILA D RAYAPROLU / o DEED BOOK 7888
S 89'36'10" E 87.3 .^�� PAGE 865
Found N
Fo nd #5-Rebate _ tq
#4 eba�
STORM DRAIN MANHOLE I(s � c� - 0 -0RIM: 704.86' Found #4 Rebar CO Found SANITARY SEWER MANHOLE D D y
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INV. IN (18"): 700.47' F 2 Rebar RIM: 714.75' mom -
INV. OUT (18"): 700.02' 1 R q SO /\ INV. IN (8"): 699.42' o 41 rrnn
OUT (8"): 699.06' c0
A U; / N
O
Found �
N
PARCEL 07150687
MARATHA BHIMESWAR RAO KHARADE
YADAV SHAILAJA A 6'
DEED BOOK 8012 n 13 \\ Lc jSANITARY SEWER MANHOLE
PAGE 381 STORM DRAIN MANHOLE \ --'RIM: 715.17'
RIM: 713.88' Found �6 INV. IN (6"): 703.43'
INV. IN (18"): 705.80' #5 Rebar S \ \�cA SS �� © INV. IN (8"): 703.54'
INV. OUT (18"): 705.63' A \ Cu Found INV. OUT (8"): 703.13'
R 0. \ or
r
N Found
C#4 Rebar
GENERAL NOTES: s DRAIN INLET
1RANSFORMER� 6 RIM: 712.97'
1. MEASUREMENTS ON THIS MAP ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF. Found 18 CP-1YSy, p INV. OUT (18"): 708.56'
2. BOUNDARY INFORMATION BASED ON DEED BOOK 7847 PAGE 196 AND CABINET P #5 Reba - 07,
PAGE 414 AS RECORDED IN THE UNION COUNTY REGISTER OF DEEDS.
3. POINTS NOT LABELED "FOUND" OR "SET" ARE COMPUTED POINTS ONLY. ALL CORNERS \ e EDGE OF O ie86' ly Found
FOUND OR SET ARE FLUSH WITH THE GROUND UNLESS OTHERWISE NOTED. . PAVEMENT N -0 ��eJ #4 Rebar
4. THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS, RESTRICTIVE COVENANTS
AND/OR RIGHTS -OF -WAY OF RECORD. �`b v 0
5. AREA COMPUTED BY COORDINATE METHOD. 2
6. THE PROPERTY SHOWN HEREON IS GRAPHICALLY LOCATED IN ZONE X PER FEMA MAP
NUMBER 3710448800K WITH AN EFFECTIVE DATE OF FEBRUARY 19, 2014. Found
7. THE LOCATION OF UTILITIES AS SHOWN HEREON, WHETHER PUBLIC OR PRIVATE ARE #4 Rebar SANITARY SEWER MANHOLE
BASED ON THE LOCATION OF VISIBLE ABOVE GROUND APPURTENANCES ONLY. OTHER BRAYLAND AVENUE RIM: 715.59'
UTILITIES WHICH WERE NOT OBSERVED AND NOT SHOWN HEREON MAY EXIST. IT IS THE 550' R/W INV. IN (6"): 705.79'
OWNERS/TENANTS RESPONSIBILITY TO VERIFY THE LOCATION PRIOR TO COMMENCEMENT (CABINET P PAGE 414) INV. IN (8"): 705.70'
OF ANY CONSTRUCTION. CES GROUP ENGINEERS, LLP CANNOT ASSUME RESPONSIBILITY DRAIN INLET INV. OUT (B"): 705.48'
FOR MISIDENTIFICATION OR OMISSION OF UNDERGROUND UTILITIES. RIM: 712.65'
B. TEMPORARY BENCHMARK (TBM) SHOWN IS A SET #5 REBAR HAVING AN ELEVATION AS INV. IN (18"): 708.28'
SHOWN HEREON AND IS BASED ON NAVD 88 DATUM. INV. OUT (18"): 708.12' CURVE ARC RADIUS CHORD BEARING CHORD
9. CONTOURS SHOWN ARE ONE FOOT (1') INTERVALS. ELEVATIONS ARE BASED ON NAVD 88. C1 42.69' 50.00' 1 N 77`18'07" E 141.41'
SHEET:
1
DRAWN BY:
CHECKED BY:
CBN
GHL
PROJECT NUMBER:
DATE:
7709
08/16/2021
SCALE:
TAX PARCEL:
1" = 40'
07150688
DRAWING:
Weddington Acres -Lot 16
(PILOT PLAN
LOT 16
WEDDINGTON ACRES
SUBDIVISION
3147 BRAYLAND AVENUE
TOWN OF WEDDINGTON, UNION COUNTY, NO
CES GROUP
ENGINEERS, LLP
NC FIRM LICENSE# F-12413
274 N. Hwy. 16, SUITE 31313
DENVER, NC 281337
T 704. 489.1 500
www.ces-group.net
OWNER:
ROBERT L. &
KAREN KUMMERER
7523 MEADOWGATE LN
MARMN, NC 28173
PREPARED FOR:
MARY &
TROY LUDEMANN
2269 NEW GRAY ROCK RD
FORT MILL, SC 9708