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1 \ 110�'S 3\NO TH\MAIN ST\ \ \\ \\ \ \\ \ \\ ` // // / / / / / / / I I al DRIVF ���111 O` 1 I ERM1JER$VILLE�\27 84\\ \ \ \ \ \ \ \ \ / / / / / / / / _--/ H C4
OWNERS:Tl1RA RCELI#AULA JOIC 5887 �320\ TaOMAS, \\\ \\\ \ ' - \ \ \\ / // / // / // // / / 1 1 I ,� I-- \ a 0 W 4
TAX PARCEL 887 0- 320\ \ \ \ \ \ / I / // m
AREA: ±19\92 Ac \ \ ,�-- __ I \\ // // // / / / // / 7 0 �,
ZONING: RS-20V A 1 V Av \v v IR v / ( / / / / I I�1 I`-�
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GENERAL CONSTRUCTION NOTES: 6 (IIIIIIII I 1 / / / 1 / �/ / oLL7 Jt� \ v �f'
i,AAAA Q1111�I IIII IIIIII Tf�ANPO TATI(#N / / `- f- v v v v v \ / •�
1. IDENTIFICATION AND LOCATION OF ALL EXISTING UTILITIES IN AND NEAR THE AREAS N \ D A TM N / /<m/ / EXISTING -I"/Sl� — \ \ \ \ \ \ / „F �o s ,1
OF PROPOSED WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. DAMAGE TO VAA VAI1,N {{Nk�,lgi 4tLIN I F(R 1 / / / / RESIDENCE 6 w V A V v V - A O / y `y\
UTILITIES EITHER SHOWN OR NOT SHOWN ON THIS PLAN IS THE CONTRACTORS \\ \\\\\\ P N P p / \ Rj \ \ \ \ \ / C:,/ ( \f c
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RESPONSIBILITY. I _ — \\\\\\\\\1\11\\I\\\\ �.�5¢3�.P / / mesas,\ - \ \ \ \ \ \ \ 1„ ' tea'` \
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2. CONTRACTOR MUST CONTACT NC ONE—CALL,TOWN OF KERNERSVILLE,PUBLIC \\\ \)II I1\ \ \ I \ I l r 1 / I 1033 MAIN ST \ �\ \ \ \ \ \ \ v \
PRIORS TDEANY CONSTRUCTION OR SERVICE
TION.MDERS TO LOCATE ALL UTILITIES \ \y� \�\\IIII \\\\\\\\\\\\\\\ I I 1 \ I I I 1 I I I / 1 / KERN ERSVIL C 84 \' N \ \ \ \ N
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\ \\\ 1 II I I I I I I 1 I I I 1 1 I I I I / OWNERS: TURNER, LEWIS CHRISTMAN;TURNER, I \ \� `�\ \\ N\ \ \ \ \ \ PC,P
I RIM:9'1 91) 11\ IIII III 1 I I I 1 I I \ PAULA JOYCE \\ `\� ` N \ \ \ \ \ \ B F qti _
3. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY: SHELF:1.7 1(q�%,\1 11 I II 1 I I I 1 I 1 Z \ \ \ ✓ '--\
GREEN MOUNTAIN ENGINEERING,PLLC. �1r/� IIIIII IIIIII III 11 I I I \ \ \ I \ ¢ TAX PARCEL#: 6887-80-6556 I `\ N\ \ \ \ \ \ \\ \ \\ O 6 00 1 \
11TM�91 3 rII IIIIII IIII IIII IIII IIII I I 1 I 1 \ V A I / I A \ w u ZONING: RS-20 A\2:"�'N.,, \\ \\ \ \\ \V \ \ \.FV�� ?.�sdj 0P �_- / A
4. NO SUB-SURFACE INVESTIGATION WAS PROVIDED BY GREEN MOUNTAIN 1 F III III IIII I I I \ \ I I \ i0.92 AC. \ \7 \ O
ENGINEERING,PLLC. (if(/' I I(IIIIII I I I I III 111 I I I I I 1 1 \ \ I \ I �' a I N. N �\ \ \ \ \ \ 9i J 9/"
/ / \ IIII IIII III II 1 I I 1 / \ - D.B. 1 3, 5 v v s�v I_ Bung V v 9 s� cy
5. SEEEDINGCSPECIFIC SEED AND ATIONS OF THE I TOWN DOF KERNERSVILLE/NCDEQRDANCE WITH III// (I II�I�II\11I111\1l1\IIII\\I\\\I \ I\ 1 1 1 \ _ ,R& 3 PC.31—�= / \ s /z \ \\ \ \ \ \ \' / AOj F, \
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1V 111 1V1 I1A\ V A A\ \ A A I \ 1 V A �` �e 3 NORTH MAIN ST V 1' A A v A V A I A V /,(l0 J
6. ALL UTILITY&ROADWAY CONSTRUCTION SHALL COMPLY WITH STANDARDS AND I\\I\ I(IIIIII I I I I IIII\I11\\\\ \\ \\ \ \ \ \ \ ——— "'c \ \ \ \ \ \ / '$- /
1 I I A \ \ V A A - KER LLE NC 27284 1 / PARCEL ID: 6887-80-3987
SPECIFICATIONS OF THE TOWN OF KERNERSMLLE. III II I I \\\\ \ - �E Tim I \ \ \ N \ A F
II I IIIIII II III 1 (VAA\ \VA A \ V A \ \ \ __ -v �cOWNERS: TURNER, PAULA YCE;JOYCE, RICHARD THOMAS�I V A V A \ /
7. WORK WITHIN PUBLIC RIGHT OF WAY SHALL COMPLY WITH NCDOT AND TOWN OF III I 1 I I III I I\ \\\\ \ \ \ \ \ s \ \ _�=__- e \\ I \ \ \ \ \ \ \ \ ✓// DESIGNED BY: VCT/EPN
I I I i IIIII I II I I \�,\;,I\1LC\\ \ ` - TAX PARCEL#: 6 0-6320 I �VI \ \ \ 1 \ \ \
PROVIDED ATTRAFFIC REQUIREMENTS. A SAFE CONDITION MUST BE II I/ \ IIIIII it \\\1\I\I\\\ \\\\\\\\\\ \\\\s - `\ \F �EAREA: ±19.92 I \ \`9s \ \ \ \I \ \\ \� / •
/ DATE:K2023Y.09 C 1
\V\ I I1\ V A A A N A \ v Z6NIN RS 20 A 1 V A -995-/ /
V I I11I 1 j 11 1 V A VAA V AV A V A\\ N A A - v— �E 1 \ I ` A V V / / V - / / PROJECT: 22-021
8 CONTRACTOR SHALL COORDINATECONTRACTOR IS RESPONSIBLE R ANY RELOCATIONIRED AND(TILITY INSTALLATION AOFON.ALL UTILITY 1\1 i / 1 IIII I 1\\\\\\\\\\\\\\\ \\ \ \\---- `\ F I \ m / / \ /„ \ ,. /
IIIII / IIIIIIII\VAII\�\VAAVAA\AAA\\VAA\ v vv-v- --- VA ` �E I �I a N // REVSIONS:
SERVICES WITH THE APPROPRIATE UTILITY SERVICE PROVIDERS. / //" t
9. CONTRACTOR SHALL CONTACT THE CITY OF WINSTON—SALEM AND FORSYTH , z,)/li//I 1 IIIII\I\\\\\\\\\,\\\\\\\\\\\\\\\\\ \\Y— __T `,, \ // / / \BEN "i f // \
COUNTY FOR WATER AND SEWER UTIUTIES. I I T / / / — J \ y9°/ /' /
10.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED PER I I f P/ // AXL d: \ ' / . \��
THE LATEST STANDARDS OF THE LAND QUALITY SECTION OF NCDEQ. / ' ` \9 / / / ��3. \ .�,R'."
II.CONTRACTOR SHALL MAINTAIN THE SITE IN AN ORDERLY MANNER SO THAT I 1 1 0 / ----
WORKMEN _ // X. EN, IRMA GAI
AND THE PUBLIC ARE PROTECTED FROM INJURY. I EkIST / / / / t��c
SOIL TYPE f I / /NC N F l /> ge5/ /- e \`/��02-�e TAX PARCEL#
CiB—Clifford sandy loam,2-6%slopes I '/ \ N\ 44 33 / ST i a'a�995/ /' / /' ��` �►J. ea e D.B ON Nt
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Cm Faivew fine sandy loam 15 pes slopes I I TTTRNER, K JOYC;JOYCE,272 4RD THOMAS /FoF— 0ffford a loam 2 6%slopes,
moderately eroded
Nob Nathare sand loam,2 s%slopes TAX PARCEL 688 -1429 / // / ` \
IFRFND: y p POB 1"EIP r �� v 811
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—EXISTING CONTOURS SOIL TYPE DELINEATION LINE ZO NG: RS-2O NC GRID 996/. /i/ \
EXISTING TREEUNE N:870,502.7\2 //
- -BGME SURVEYED OUNDARY BOUNDARY
SURVELYED WhA SOIL TYPE DESIGNATION 99 6 / / /F
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E:1,689,292.0G 9 9g9 TAX PARCEL#: 6887-90-4499 ` ,
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- -GME SURVEYED TIE LINE /J. y/ � -- ING: RS-20
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— —EASEMENT LINE �/ ''4 f BEFORE YOU DIG!
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OSSCO RCPO=REINFORCE SEWER ORCED RCLEAN IE k/ '/ / // ' SHEET TITLE:
- — — — `x SITE EXISTING
NCDOT PROPOSED SIDEWALK // / :,,,ri,„1(4_,V,":„21;:,
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`GME SURVEYED CURBNCDOT }�//GNE SURVEYEED EGRATE D INLET —///�� N�F
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— — — — —BUILDING SETBACK
I :;:;:;:;:;:;:;:;';:;:;'IENHANCED LANDSCAPING AREAS TAX PARCEL#: 6887-90-2088 SCALE: 1"=50'
TEMPORARY CONSTRUCTOR ESMT D.B. 3651 PG. 4394 \ 1 SHEET NO.:
70NIN(:. I R—C
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