SW4211101_Plansheet C-2.00 - Proposed Conditions/Site Plan_20220110

RIGHT OF WAY NOTES:
1) REIDSVILLE RD RIGHT OF WAY ACQUISITION IS NOT BEING
DEDICATED. THIS ACQUISITION IS SHOWN FOR PLANNING
REFERENCE WITH THE NCDOT ONLY. LOTS 12 THROUGH 2
WILL OWN THEIR PORTION OF LAND SHOWN AS "FUTURE
R.O.W. ACQUISITION."
2) ACTUAL RIGHT OF WAY DEDICATION MAY VARY FROM
WHAT IS SHOWN ON THIS PLAN. RIGHT OF WAY SHOWN
WAS EXTRACTED FROM NCDOT PRELIMINARY PLAN
R-2577B-"ROWJAN2029 CONSTRUCTION
POST YEAR"
DATED 03/04/2021; 9:40:29 AM
462.56'
�'
FUTURE R.0
AUUUISIT10
S42'
23' 45"W
/
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7,4s0± s
/
P
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ACQUISITION:
GENERAL CONSTRUCTION NOTES: GRADING NOTES: I x
1. IDENTIFICATION AND LOCATION OF ALL EXISTING UTILITIES IN I I `
AND NEAR THE AREAS OF PROPOSED WORK IS THE LOTS 14-24, 26, 30-32 SHALL BE PAD GRADED. THE 487.11'
RESPONSIBILITY OF THE CONTRACTOR. DAMAGE TO REMAINING HOUSES SHALL HAVE A CRAWL SPACE. SEE PLAN S54. 10' 13"W 100
UTILITIES EITHER SHOWN OR NOT SHOWN ON THIS PLAN IS FOR PAD ELEVATIONS. .® / I
UTURE R.O.W
THE CONTRACTORS RESPONSIBILITY. ACQUISITION:
✓P 9,608± SIF
2. CONTRACTOR MUST CONTACT INC ONE -CALL, CITY OF �B j �, \ 148.87'
WINSTON-SALEM, PUBLIC WORKS DEPARTMENT, AND OTHER OFF —SITE SEPTIC NOTES: 9'"
SERVICE PROVIDERS TO LOCATE ALL UTILITIES PRIOR TO
ANY CONSTRUCTION OR EXCAVATION. LOTS 22 & 27-32 SHALL BE SERVED BY OFF -SITE SEPTIC.
REPAIR SYSTEM LOCATIONS MAY ALSO BE LOCATED IN �� P
3. UNDERGROUND LOCATION SURVEY INFORMATION REGARDING "OFF -SITE SEPTIC AREAS" ds`�oP� I w
FUTURE R.O.W
EXISTING FEATURES WITHIN THE SITE HAS NOT BEEN \
PERFORMED. �� \ 12,174± SIF
� ACQUISITION:
4. CONTRACTOR TO SEED AND STABILIZE DISTURBED AREAS IN
ACCORDANCE WITH SEEDING SPECIFICATIONS OF THE CITY yo/ FUTURE R.o.w \ o
OF WINSTON-SALEM/ NCDEQ. 94 10 sso± sF \ \ z N/F
3892 OLD FLAT ROCK RC
5. WORK WITHIN PUBLIC RIGHT OF WAY SHALL COMPLY WITHyj / \ PIN: 6878-17-3501
NCDOT AND CITY OF WINSTON-SALEM TRAFFIC CONTROL \ / ®° 1 \ DB. 3238, PG. 3842
REQUIREMENTS. A SAFE CONDITION MUST BE PROVIDED AT % FUTURE R.O.W \6a ZONING: AG
ALL TIMES. / j ACQUISITION:
USE: VACANT
10,840± SF NN
6. CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED UTILITY \ o \ \ `L 1-6" FIRE HYDRANT
RELOCATION. CONTRACTOR SHALL COORDINATE RELOCATION ®� FUTURE R.O.W WI�5. \ �1's 1-6" GATE VALVE
® ' \
AND INSTALLATION OF ALL UTILITY SERVICES NTH THE ACQUISITION: O
12,539± SF \ \ h / 1-6X 6» HYDRANT TEE
APPROPRIATE UTILITY SERVICE PROVIDERS. o \ \ \ �' / / 1-6" PLUG
7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED T,
\;
AND MAINTAINED PER THE LATEST STANDARDS OF THE �
LAND QUALITY SECTION OF NCDEQ. /� FUTURE R.O.W \ �'
/ c9
ACQUISITION: A �
12,668± SF \ V �� x/
8. CONTRACTOR SHALL MAINTAIN THE SITE IN AN ORDERLY ®Ub yo \ �O FES-30
MANNER SO THAT WORKMEN AND THE PUBLIC ARE PO Rap'
PROTECTED FROM INJURY.
GJ ` FUTURE R.O.W \ T,
9. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY GREEN �� �(j ® 0�' P17 � \ ACQUISITION: \ O �,� \
850± SF
MOUNTAIN ENGINEERING, PLLC
10. WETLANDS DELINEATION PROVIDED BY PILOT cb J J ®� o %�o \ \ �o' eE9k° / °° ��Q
ENVIRONMENTAL INC. ON MARCH 16 2021. FUTURE R.o.w \ �F \ / /� eE9� -
1-6" FIRE HYDRANT
' �� VJ� � ACQUISITION. 1-6" GATE VALVE \ xi \ /
PG \ / 1-6" X 6" HYDRANT TEE \ \ �cp� ppo \ IN \ 2
O
/® P� UTURE R.O.W I \ \ 30\ �x
ACQUISITION: ��
Q� Q 415± SF
G � 4 \
®Zo EX FIRE
iGIl7
re�'rt,
NC NAD83
NSRS 2011
GRAPHIC SCALE
100 200
( IN FEET )
1 Inch = 100 Feet
VICINITY MAP
N.T.S
REVIEW INFORMATION I PROPERTY INFORMATION
TYPE OF REVIEW:
SPECIAL USE REZONING
SITE PLAN AMENDMENT
SPECIAL USE PERMIT (ELECTED BODY ONLY
FINAL DEVELOPMENT PLAN
X PRELIMINARY SUBDIVISION
PLANNING BOARD REVIEW
JURISDICTION
PIN #'S 6878=07-7067
TAX BLOCKS L0009M BL5223----_—_----
ADDRESSES:3810 OLD FLATROCK ROAD —_—_---
® Ca-' HYDRANT i 1 STOP SIGN e/ �P
® UTURE R.o.w ti T \ AND STOP / r ;," ® �� \ o \ \ 6" PLUG X UNINCORPORATED CURRENT OWNER:
�e ACQUISITION: \ AlUN BAR iriiiii/ii%%, % \ J
8,691± Sr �� \ o \ \ \ WBY4, INC
PROPOSED BUILDING °' ° /; °i"""� 9 - 'o \ \ \ 7349 W. FRIENDLY AVE., STE.H
\ \ O // O END OF PROPOSED 6
ENVELOPE 80'x60" o, �9a� "'T` "' {/�7 G' / \ WATER MAIN EXTENSION. PURPOSE STATEMENT: GREENSBORO, NC 27410
�. Q• UNLESS OTHERWISE � /,�
FUTURE R.o.w NOTED) \ c 6 6" X 6" VALVE THE PURPOSE OF THIS REQUEST
ACQUISITION: \ O x/ AND 2 6 " '%;;, : ;;;,. D / / 9,_
� � O 'S `` � '' IS FOR A SINGLE FAMILY RESIDENTIAL SUBDIVISION.
8,037± SF \ \ �4� GATE VALVES'
65'x60' PAD \ \ o' �� � ' „ � � \� „: , �
o� SIGHT o ' �° ,o v ` O _ `b / 1-6� FIRE HYDRANT SITE SIZE AND COVERAGES
\ O / 1-6 GATE VALVE ZONING
\
• 1-6 X 6 HYDRANT TEE
.' ... TOTAL ACREAGE:
NW.,.,1 �\`� �ii,� SIGHT A � \" \ \ �h� / / \ SF / \ EXISTING ZONING.1�-�------
F \ \ o� / %„ / � �� \ �� doe, \ \ sso i / 2 \. \ / SITE COVERAGES:
``� \ \ / / �� 7.99
\ \ \ \\\ �? oQ� / o ��� / e' • BUILDING TO LAND -- ---- -----------------
/ / ° /\jj jj//' o \ O�x� \ TYPE OF REVIEW: PRELIMINARY SUBDIVISION REVIEW
` / \���oe / / / �273 A�)
\ /
PAVEMENT TO LAND (1. Ac) PROPOSED USES:
/.
�� SINGLE FAMILY RESIDENTIAL
<`�/..%i �� \ / _ OPEN SPACE 88.27 _%
5 �� ��� „/! / / / PROPOSED TOTAL (100%)
0
/
1 "
\\\� FIRE HYDRANT / \ \ \ �03, / / -�F �o / \ ,,�, � 6 DIWM
fi /i\ 65'x60' / / \ 'tea: / ��,� / �' / BUILDING SQUARE FOOTAGE: 3 599 SQ. FT. DENSITY CALCULATIONS
1-6" GATE VALVE
g /% 1-6" X 6" HYDRANT TEE BUILDING /�/
9� � \ \ 'o� \ 1>< / / NEGATIVE..
Lu ° / ///i jf ENVELOPE o F ��
/ �O `' \ ACCESS SPEED OF UNITS OR LOTS ___33
\ � � �<i ^� A / / � BUILDING HEIGHT: 40 FT. #
EX. FIRE \ \ �ti! N / / '1 T EASEMENT
F Q LIMIT: 45 = /HYDRANT \ ' \ \ °e/ \ PROPOSED BUILDING / / 1� / / a ' ,,,;,,x 9 / F " / EXISTING BUILT UPON AREA:O± SF DENSITY: 33 LOTS/ 34.1±Ac. 0.97 LOTS/Ac
\ / /
ENVELOPE (80'X60' 0^O^ / Q' MPH
p� s ,\ 'o• ��'' � � �F,I, . T/ ®oxi � / j3/ � Q PROPOSED BUILT UPON AREA: TBD
UNLESS OTHERWISE / / T s
/ !� T \ O� (NOTE: IF MORE THAN ONE TYPE OF RESIDENTIAL
�ti° \_ NOTED) / / / O <� o, / / i N/F PRODUCT IS PROPOSED, PROVIDE THE NUMBER OF
/ / 3705 OLD FLAT ROCK RD
� �� / � V'S PROPOSED
°Q �� \ / �'� \ F� ENTRANCE SIGN G BUFFER YARDS UNITS & DENSITY BROKEN DOWN BY TYPE.)
& 25'x13' PIN: 6878-26-2452
gv ti'ti
1 V j\EASEMENT D8. 00, PG. 00
\ / /%////„ 0 \ F T 1 \ ADJOINING ZONING: --A�--------
'�� - -��, y �' � /� / / �'� � � v1 � v � � '� � ZONING: AG INFRASTRUCTURE
WATER J USE: SFD
\
byo / J °,°f i/ SERVICES TYP. tioo�sG�� \ / / �O TYPE REQ IRED.-----------------
cr�i / oQ� / /j% � P a�$ �• / \ • '\ \ �c�.Q U NO BUFFERYARD REQUIRED
NON —APPLICABLE X
640, 6 �
WIDTH PROVIDED: WATER: ____PUBLIC_______PRIVATE
/ S62. 00 55"E /iiii//%///� A / 9° s �,_ Q�
J �/ �a2 / /a�Too,
\ \ \ / � � ° \ y SEWER: ------- PUBLIC--- X___PRIVATE
///////r \ °2> 3 O' X 70' SIGHT
1-6" FIRE HYDRANT / / F F_ o // A ' DISTANCE TRIANGLE X
\ 1-6" GATE VALVE WATER METER STREETS: ___PUBLIC_______PRIVATE
1-6' X 6" HYDRANT TEE r '. / FOR IRRIGATION
I/ oX>
1-6" PLUG 00 �_ y 40 LF OF 6" / / 6�
/ \ �• Q ° DIWM INCLUDED ^� �', f 1-6" x 6" TEE DIMENSIONAL REQUIREMENTS: RS-30
\ IN PHASE 1 & ga$' �X/ / 2— 6" GATE VALVES
6" PLUG O� / ©� / N/F
/ CONCRETE PAD � � � / � , / O iJl
/ NOFCLUSTER BOX UNITS io'x7 c D FLAT ROCK R WATER AND/OR SANITARY SEWER: MINIMUM ZONING LOT:
20' OFF -SITE IN: 6878-16-2510
BARRINGER, CAROL & MAHLON 7 DISTANCE 7i AREA= 30,000± SF
5520 / I SEPTIC AREA o,- - O� B. 2955, PG. 2334 1. THE MOST CURRENT EDITION OF THE CITY OF WIDTH = 100'
PIN-878DSVILLE RD ACCESS \ o TRIANGLE y� ZONING: AG
-06-048�- EASEMENT /(�i WINSTON-SALEM TECHNICAL SPECIFICATIONS AND DETAIL
_ - 7 USE: VA CA
08, 3238,. PG, 3836 I 6� \ � 7o , � NEGATIVE DRAWINGS FOR WATER LINE AND SANITARY SEWER LINE MINIMUM SETBACKS:
ZONING: RS-20 \ OFF -SITE SEPTIC 4 3 /_/ ACCESS CONSTRUCTION WILL GOVERN ALL WATER FRONT = 35'
/ \ us�sF_j I 39,240 SF S62.S823 AND SANITARY SEWER CONSTRUCTION.
EASEMENT REAR = 35'
41 1 " \ / / 1. WATER AND SEWER CONNECTIONS SHALL BE BESIDE EACH ONE SIDE = 7'
—sso 3 / OTHER AT THE CENTER OF EACH LOT OR AS DIRECTED BY COMBINED = 20'
3 THE ENGINEER. CONNECTIONS ARE TO BE SPACED NOT STREET SIDE = 20'
* / MORE THAN JO" CENTER TO CENTER AND HAVE WOODEN
* ALL ITEMS IN LEGEND ARE PROPOSED n / 30.55' STAKES PLACED ON EACH SIDE. STAKES SHOULD BE MAX IMPERVIOUS SURFACE AREA COVER (%): NO LIMIT
LEGEND UNLESS OTHERWISE NOTED. \ / FLAGGED OR PAINTED FOR VISIBILITY. ORANGE SAFETY
f3' 5 08"E CONSTRUCTION FENCING SHOULD BE PLACED AROUND THE MAXIMUM HEIGHT: 40'
DOMESTIC WATER SERVICE I CONNECTIONS TO PROTECT THEM DURING LOT
N o n N�F = CONSTRUCTION ACTIVITIES. WATER AND SEWER
cv BARROW, JIMMY & CHRISTINE / CONNECTIONS SHALL NOT BE PLACED WITHIN A DRIVEWAY GENERAL NOTES:
WATER VALVE j�
'9 � . 47 3720 OLD FAT ROCK RD / OR SIDEWALK.
h `O PIN: 6878-06-1288 / 1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO
® EXISTING WATER VALVE ^� DB. 2115, PG. 3664 / 2. DENSITY TESTS BY AN INDEPENDENT TESTING LAB ARE TO START OF CONSTRUCTION.
N G = - = ZONING: / / / BE MADE AS DIRECTED BY THE CITY INSPECTOR
FIRE HYDRANT USE: SFD = AT THE OWNER'S EXPENSE. 2. ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN
OFF -SITE SEPTIC / ACCORDANCE WITH THE MOST CURRENT STANDARDS OF THE LAND QUALITY SECTION
EXISTING FIRE HYDRANT \40,623 SF _ / OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF
i \ / FINAL INSPECTION PROCEDURE: ENERGY, MINERAL & LAND RESOURCES.
W
WATER MAIN
DOMESTIC SEWER SERVICE
SEWER MAIN
EXISTING SEWER MAIN
SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
STORM DRAINAGE PIPE
EXISTING STORM DRAINAGE PIPE
CURB INLET
®
(NCDOT GRATE/FRAME/HOOD)
GRATE INLET
O
STORM DRAINAGE MANHOLE
PROPOSED 30" ROLLED CURB
:R)
RIGHT OF WAY w/ MARKER
W
SETBACK LINE
PUBLIC UTILITY EASEMENT
PROPERTY BOUNDARY
EXISTING PARCEL
EXISTING PROPERTY LINE
TREE SAVE AREA
HATCHING LEGEND
SEPTIC AREAS
ASPHALT PAVEMENT
GRAVEL ACCESS DRIVE
------------
`
0
N/F
LINVILLE, RICHARD
6321 VANCE
RO
PIN: 6868-95-9446
GB. 00, PG.
00
ZONING: RS-20
USE: SFD
1. OWNER SUBMITS RECORD DRAWINGS AND ENGINEER'S 3. STABILIZATION STONE UNDER PIPING TO BE PLACED AS REQUIRED BY CITY
CERTIFICATION TO THE ENGINEERING DIVISION'S RECORD INSPECTOR WHEN CONDITIONS WARRANT.
N\ / CENTER.
SYvA1M, T _—TIMOTHY & PENNI = 4. AS A MINIMUM REQUIREMENT, ALL GRADED AREAS NOT UNDER PAVEMENT AND
3710 OLD FLAT ROCK RD REMOVE EXISTING PLUG & 2. UPON APPROVAL BY THE RECORD CENTER, OWNER MAY WITHIN THE RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE PREPARED, FERTILIZED
PIN: 6878 06-6085 EXTEND 6" WATER MAIN / REQUEST FINAL INSPECTION FOR WATER AND/OR SANITARY AND LIMED, SEEDED, AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION
DB. 2069, PG. 1119 = SEWER. OWNER SHALL THEN SUBMIT THE CONSTRUCTION AS FOLLOWS (APPLICATION RATE PER 1,000 SQUARE FEET): TYPE I SEEDING (LAWNS
ZONING: AG EXISTING 6" PLUG ,/ CHECKLIST FOR WATER AND/OR SANITARY SEWER TO THE OR OTHER FOCAL AREAS) 100 LBS. OF LIME 20 LBS. OF 10-20-20 OR 20 LBS. OF
USE: SFD (CONTRACTOR SHALL CITY INSPECTOR. 10-10-10 IN COMBINATION WITH 4 LBS OF 0-46-0 5 LBS. OF TALL FESCUE,
VERIFY DIAMETER PRIOR CONTAINING A BLEND OF 2 OR MORE TALL FESCUES 1 LB. OF KENBLUE OR KENTUCKY
TO ORDERING MATERIALS) o
\ N®
EX, FIRE HYDRANT
e
6
6
6
6
A
6
6
A
6
s
d
s
e
APPROVAL OF THESE WATER AND SANITARY SEWER
PLANS DOES NOT CONSTITUTE APPROVAL FOR
CONSTRUCTION. APPROVAL OF CONSTRUCTION
MUST BE FORMAL WRITTEN AGREEMENT. FAILURE
TO OBTAIN SUCH AGREEMENT PRIOR TO
BEGINNING OF CONSTRUCTION WILL RELIEVE THE
CITY OF ANY FINANCIAL PARTICIPATION IN THIS
CITY OF WINSTON—SALEM
CITY OF WINSTON-SALEM
PERMIT NUMBER
WATER:
SEWER:
DATE:
ULULVrC/iJJ 1 LE). Uf VVIIV !Cr', HIVIVUHL rC rG lIVUVLI1A0Lr\ 1 IU IVI MfCUfI 1) I rr"L II
UTILITY DESIGN APPROVED SEEDING (GENERAL OR LOW MAINTENANCE AREAS) 100 LBS. OF LIME 15 LBS. OF
10-20-20 OR 15 LBS. OF 10-10-10 IN COMBINATION WITH 3 LBS. OF 0-46-0 4
LBS. OF TALL FESCUE, CONTAINING A BLEND OF 2 OR MORE TALL FESCUES 1 LB. OF
SERICEA LESPEDEZA (USE UNSCARIFIED SEED AUGUST 15 TO FEBRUARY 1) 'A LB. OF
GERMAN MILLET (MAY 1 TO AUGUST 15) 1 LB. OF RYE GRAIN (PRIOR TO MAY 1 OR
WATER & SEWER AFTER AUGUST 15)
5. SEEDING MIXTURES OTHER THAN THOSE LISTED ABOVE MUST BE APPROVED BY THE
UTILITIES DIRECTOR DATE CITY INSPECTOR PRIOR TO SEEDING.
6. PRIOR TO REQUESTING A FINAL INSPECTION, THE OWNER MUST SUBMIT RECORD
DRAWINGS AND ENGINEER'S CERTIFICATION TO THE ENGINEERING DIVISION'S RECORD
CITY OF WINSTON-SALEM
PERMIT NUMBER
WATER:
SEWER:
DATE:
CENTER. THE OWNER MUST ALSO SUBMIT THE CONSTRUCTION CHECKLIST TO THE CITY
INSPECTOR.
7. ALL WORK MUST CARRY A ONE-YEAR WARRANTY TO COVER ALL DEFECTS IN
MATERIALS AND WORKMANSHIP.
8. PRIOR TO BEGINNING ANY WORK WITHIN NCDOT RIGHT-OF-WAY, THE CONTRACTOR
MUST HAVE A COPY OF THE THREE -PARTY ENCROACHMENT AGREEMENT ON THE JOB
SITE.
9. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL NOTIFY THE CITY AT
LEAST THREE (3) BUSINESS DAYS BEFORE THE PLANNED START OF WORK. ANY WORK
PERFORMED PRIOR TO NOTIFYING THE CITY IS SUBJECT TO REJECTION BY THE CITY
THE CONTRACTOR MUST ALSO CONTACT THE ENGINEERING FIELD OFFICE AT (336)
727- 2362 TO ARRANGE FOR CONSTRUCTION INSPECTION
35' REAR SETBACK
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TYPICAL
Di
BUILDING
r�
I
ENVELOPE'
I%
33
o
10' UTIUTY
NOTE:
1. BUILDING ENVELOPE DIMENSIONS WILL VARY WITH
RESIDENCE AND LOT WIDTH.
2. FRONT SETBACK MAY EXTEND BEYOND THE
MINIMUM REQUIREMENTS, DEPENDING ON LOT
GRADE AND BUILDER/OWNER PREFERENCE.
3. MOST LOTS WILL HAVE FRONT —LOADING
GARAGES, SOME LOTS MAY HAVE SIDE —LOADING
GARAGES WHERE PHYSICAL CONSTRAINTS ALLOW.
4. A MINIMUM OF 2 PARKING SPACES PER
DWELLING UNIT PROVIDED IN DRIVEWAY(S)
AND/OR GARAGE.
5. IF A STANDARD CATCH BASIN MUST BE
CONVERTED TO DROP INLET DUE TO DRIVEWAY
CONFLICT A NEENAH FOUNDARY R-3501—R
SHALL BE USED. APPROVAL FROM THE VILLAGE
OF CLEMMONS ENGINEER SHALL BE OBTAINED
BEFORE ANY CHANGES WITHIN THE PUBLIC
RIGHT—OF—WAY.
6. ALL DRAINAGE INLETS OUTSIDE OF THE RIGHT
OF WAY MUST BE DROP/THROAT INLETS WITH A
4" MIN. THROAT DEPTH SLAB TOP LID. ALL
INLET TOPS MUST HAVE AN ACCESSIBLE 2'
MANHOLE LID WITHIN THEM.
RS-30 TYPICAL LOT LAYOUT
N.T.S
GREEN
MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Tel: [phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com
SEALS:
CARO
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APPLICANT/DEVELOPER:
WBY4, INC
7349 W. FRIENDLY AVE., STE.H
GREENSBORO, INC 27410
ATTN: WILL YEARNS
OFFICE: 336.202.8514
EMAIL: [e-mail]
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SITE AREA: 34.1 f ACRES
PARCEL ID: 6878-07-7067
DESIGNED BY JDY
CHECKED BY: VCT
DATE: 2021.10.22
PROJECT: 20-066
REVISIONS:
IV)14 MUST co
OQ-O� UTILITY PRO �02
CPo btio�
Q j� 9O�A
BEFORE YOU DIG!
CALL 811 N.C. ONE -CALL CENTER
IT'S THE LAW!
SHEET TITLE:
SITE & UTILITY
LAYOUT PLAN
SCALE: 1 " = 100'
SHEET NO.:
C-2,00