SW6210503_Plansheet C-4.0 - Utility Plan_20210902

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UTILITY NOTES
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♦ ♦ NOAe 1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE AS-BUILTS
\ \ \N �2o NqD )10 B) AACA�Ae DURING THE CONSTRUCTION OF THE WATER LINE. ALL DEVIATIONS
gV077i OHPLAN
SHALL BNOTED OTHE
'9,G5,,9 VALVESANDCHANGENDI ECTONFHEWAEILDRAWINGS.
SALL
RLINESHALLBE
88 LOCATED WITH A MINIMUM OF TWO DISTANCES FROM A KNOWN
♦ \ e OBJECT. THE CONTRACTOR WILL PROVIDE THE AS -BUILT DRAWINGS
TO THE OWNER TO BE USED FOR THE WATER LINE CERTIFICATION AT
o \ SSA \ O THE COMPLETION OF THE PROJECT.
o EXIST MH 12048 Ri S 2. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE
RIM 209.74 \ INVp 4A, 06 ?a - \ CONSTRUCTED UNDER THE APPROVED PLANS SHALL NOT BE
\ • s N 99 DISCHARGED TO THE EXISTING SEWER SYSTEM. PLUGS SHALL BE
INV IN 200.50 (MH 22) � � ' ' � � \ ?, � 00 7903
INV OUT 199.49 `` \ \ //t _Qjs2 INSTALLED IN EXISTING MANHOLES AS NECESSARY TO PERMIT
• / 4s� �` \\ PUMPING THE NEW SYSTEM CLEAR OF WATER AND DEBRIS PRIOR TO
MH-22 SHALL HAVE A WATERTIGHT FRAME AND COVER \ \ ACCEPTANCE BY THE CITY. CARE SHALL BE EXERCISED IN LOCATING
• 'WITH GASKET. ALL SEAMS SHALL BE EXTERNALLY �� \ \ \ \ \ PLUGS TO AVOID INTERRUPTING SERVICE TO EXISTING CONNECTIONS.
r N�J7•� TAPED/SEALED. MH SHALL BE PROVIDED WITH FULL \ S s24 \ \ \\ \ MECHANICAL PLUGS OR MORTAR AND BRICK MUST BE USED.
• .. O. tP �� s24 24" PVC- \� \ \
\ WATERPROOF INTERIOR COATING/LINING.WATERTIGHT PIPE \ I ��� INFLATABLE DEVICES ARE NOT ALLOWED
u' CONNECTIONS SHALL BE PROVIDED CONSISTING OF FLEXIBLE t� \ ��-sza 3. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES ARE
_ RUBBER BOOT OR COMPRESSION TYPE CONNECTOR. MH \\X�2\�el
/���\\\\APPROXIMATE UNLESS OTHERWISE NOTED.
t`� ` `-`vSHALL BE TESTED IN ACCORDANCE WITH ASTM C1244. tc ��c�tl.� \ _ �/ �� ��\ �- � \ 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL
V_ ,� " V_ to 1 y�\**TESTING METHODS MUST MEET WATER MAIN STANDARDS FOR \ " MP \ \ t` t� �� 4 �� \\ UTILITY COMPANIES AFFECTED BY THE PROPOSED WORK.
"t �\ \ 1- 4 \\ ✓ o �Z \ \ \ 5. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS
V_ V V_ PIPE BETWEEN EXIST MH 12048 TO MH 22. a ♦ \ \ - \\
' '♦ V_ , � \ S \\ / TO COMPLETE THE PROPOSED WORK, AND SHALL COMPLY WITH ALL
Z /� \ LOCAL, STATE, AND FEDERAL REGULATIONS
;L I/ \ �� �����\ �SyFai?o�o�\\ \� �_ �Puo� �`� 6. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS POINTING
132.66 LF ®0.45% 8" FLANGED DI \ 11 -CIDt` / \ 72 CMP \ `9N�Pi��9 �2s� \\ �� DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TO LINE AND
MENEM�� 83 LF ®0.45% 8" RJDI �N ` v �9�N\�\ t`\=\S24 GRADE WITH ENDS ABUTTING, CAREFULLY CENTERED, AND WITH A
VICINITY N ITY IV�A�\\ s, �\ �9j 9 �_ ` SMOOTH INVERT AT THE JOINT.
ETATED BUFFER / V_ � ° 7. MINIMUM SEPARATION BETWEEN SEWER (STORM OR SANITARY) AND
C C /, CA �� \ N/F�� s2 \ WATER LINES SHALL BE 10' HORIZONTAL OR 18" VERTICAL UNLESS
' <oa �> t`i \ MH 22 • `� \ ` „ \ RAEFORD DEVELOPMENT COMPANY. \ \\ \ �� \
\ 2+15.66 0.00 • \ TRACT 1 OF NOTED OTHERWISE. MINIMUM VERTICAL SEPARATION BETWEEN
NOT TO SCALE �( _ - - �PO 2� / \ \ \ \ SANITARY SEWER AND STORM SEWER SHALL BE 24 UNLESS NOTED
N RIM 207.00 . \ DB 1347, PG 478
LEGEND: ( o .INV IN 201.52 (MH 21) `� / \ �- \ �- �_\\ �� OTHERWISE.
ECM® ECM -EXISTING CONCRETE MONUMENT c'or, I t` \v l� t` • °� INV OUT 201.47 (EXIST MH 12048) �♦ �� \ \� ` \� .: ��� / \ \\\ 8° ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN
EIP// ??� • °I• • \ _ \1 I ( \ \ \\\ \\\�� �` ACCORDANCE WITH HOKE COUNTY PUBLIC WORKS AND NCDEQ
0EIP-EXISTING IRON PIPE l / v� ` �_ v�
EIR �N�' - `1 \• \ �\
•' • • p' Jp / / !\ \ \ `� \ s TECHNICAL SPECIFICATIONS.
OO EIR-EXISTING IRON ROD\y`�- ����•/�H 21 • ® Q g - - - - I • �� �\ �\ / \ R, 9. ALL MATERIALS SHALL BE APPROVED BY HOKE COUNTY PUBLIC
EPKO EPK-EXISTING PK NAIL -�-� �?o` 3+09.215 0.00 p ��06 // - - - - NTI-SEEP COLLAR \ `� ' \ / \\ �7y�F WORKS BEFORE INSTALLATION.
ERB ^��� f RIM 211.21 \ 06 5� _ RI 1�\ \ �\ \\ \� \ \b�OG, 10. ALL SEWER SERVICES SHALL BE 4 PVC WITH A MINIMUM SLOPE OF
O ERB-EXISTING REBAR ,� INV IN 201.99 (MH 13) 0 / i oo \ \ 30 \ �\ \\ �� 2%. TOP ELEVATIONS ARE 2" BELOW FINISHED GRADE. IF 6" SERVICE
SRBO SRB-SET REBAR rINV OUT 201.94 (MH 22) // i \ \ \ \� _ IS REQUIRED, MINIMUM GRADE IS 1%.
o COMPUTED POINT t` oo / 30' VEGETATED BUFFER }'\\� \ 11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND
N/F NOW OR FORMERLY V t` /� '/ • �x / /� / 2>> \\ \ \. SEWER SERVICE FOR LOT 30 \ 1O\� �� HOKE COUNTY PUBLIC WORKS A MINIMUM OF 48 HOURS BEFORE
/ , �/ f \ - \ /\\\\ `��- �� CONSTRUCTION OF THE WATER LINE AND SANITARY SEWER LINE
R/W -RIGHT OF WAY �� ,\ - - \ TO COME FROM ADJOINING SEWER \
\ �\ SYSTEM ONCE INSTALLED AND IN \�� ` \\ ( BEGINS. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER OF
PROPERTY LINE }�� ��� / FES 18 - - - - - _ - SERVICE. LATERAL TO BE BORED RECORD AND HOKE COUNTY PUBLIC WORKS 48 HOURS IN ADVANCE
� � � OF ALL TESTING.
- oPL - - -OLD PROPERTY LINE V_ 2\ / x \ \\ _I - -8+ 1 __� 1 UNDER ROAD. J 12. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY MAY
/' 8+62.33 6.00 R `\` \0NS
ADJACENT PROPERTY LINE / • r / 29 RIM 214.52 REQUIRE DEMOLITION. NO UTILITIES SHALL BE LEFT IN PLACE THAT
INV IN 203.20 (MH 2) - �� / O� CROSS THE NEW LOTS UNLESS RUNNING ALONG A LOT LINE. IF
- RIGHT-OF-WAY / / 131.47 LF ® 0.45% 8" SDR 26 PVC i1' _ INV OUT 203.10 (MH 13)_ MH 2 �� I \\ \ / ADDITIONAL UTILITIES ARE FOUND, CONTACT ENGINEER PRIOR TO
SETBACK LINE �d / � _ - - _ 7+58 0.00 I \ i-�� �/LU
v \ x CI 17 CI 4i BRIM 216.34 I �� 7 \ \ I (% \ DEMOLITION.
ss SANITARY SEWER LINE • ` 104.95 LF ® 0.45% 8" SDR 26 PVC JB 4� -` INV IN 205.56 (MH 3) , \ \ \ -0 1 A .__) \ 1 ) 13. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
• INV OUT 205.46 (MH 1) 4 Oe R Nj cn 111 14. ALL SERVICE LATERALS THAT TIE DIRECTLY INTO A MANHOLE SHALL
sD STORM DRAINAGE / J FH g+oo �` I \ S72jAFF \ \ p (// BE LAID SUCH THAT THE INVERT OF THE SERVICE LATERAL IS A
w WATER LINE / 9+80.1 ett a+0p \` -� / \ pIiFS °3J� MINIMUM OF 8" ABOVE THE INVERT OUT OF THE MAIN.
OVERHEAD UTILITY �r � CI 16 CI 22 \� \ \ `73C8' /iyC \ 15. ALL UTILITY STRUCTURES SHALL BE LOAD RATED FOR THE
11 APPROPRIATE DEAD LOAD PLUS HL-93 LIVE
- EDGE OF WATER % 28 10+38.9 /�/ CI 24ixso DI 23 - 8+51.8 ` INV 211.32C31 \ A �I ) LOAD. SUCH STRUCTURES SHALL BE DESIGNATED AND CERTIFIED BY
WETLANDS \ TOP: 216.18 TOP: 2 9.74 ` CI 42 \ CI4 - II I �\ 007 A LICENSED PE OR DESIGNATED AS MEETING NCDOT STANDARD
1 J NV: 210.58� p0 i R+6 .7 NV: 209.74 \ 7 y/ �/I \ / \ SPECIFICATIONS AND DRAWINGS.
PERMANENT EASEMENT Ox NCDOT STD. 14.63 X°° ( \ '\ /
-/ I o 10+48 CI 15 840.19 & 208.63I MH 3 \ 16. ELECTRICAL POWER AND COMMUNICATIONS FACILITIES SHOULD
X FENCE LINE / N ( TOP: 216.27 MH 13 DI SVC / CONFORM TO THE CURRENTLY APPLICABLE NATIONAL ELECTRICAL
1 I f / INV: 210.57 9+65.47 b.uu8NiU495 LF ® 2.15% 8" SDR 26 PVC 6+26.8 6+00 0.00�
WOODEN FENCE t I / \ TOP: 218.90 RIM 219.29 \ \ / \ \ SAFETY CODE EXCEPT VERTICAL CLEARANCES SHALL BE NO LESS
( MH 14 / RIM 2 20 \ \ INV: 211.65/INV IN 208.61 (MH 4) \ \ THAN 18 FEET IN ANY CASE.
TREE LINE V 1I �( 10+96.58 6.00 R / / INV IN 204.38 (MH 14) 154.91 LF ® 1.90% 8" SDR 26 PVC \ INV OUT 208.51 (MH 2) / 17. ALL NON-FERROUS PIPELINES SHALL BE INSTALLED WITH A
PP• UTILITY POLE %�/ INV IN 202.63 MH 1 22.5° BEND \ YY LOCATING TAPE.
RIM 216.54 / ( )
/ INV IN 206.32 (MH 15)/ / INV OUT 202.58 (MH 21) I 208.73 6+13
TOP: 219.16
C GUY WIRE , INV OUT 206.22 (MH 13) 132.71 LF ®1.39% 8" SDR 26 PVC 51 Q
D4 WATER VALVE �� 27 \� • o I \ CI 21 11.25° BEND \ \ q<F� �_ \ De 7 GRAPHIC SCALE
\INV: 214.16 \ C A A
FIRE HYDRANT \ t t ` �� �/ \ CI 41� 210.59 \ sc De o,Q pp/F S</DF 'j�%4TF
�S SANITARY SEWER MANHOLE a� 127.43 LF ® 0.82% 8" SDR 26 PVC ICI 25 / \` °° ` S�/072j>FPT A�7 / 100 o sa too 2aa 400
GRAVEL m \ CI 14 / 1 52 5: 219. ` F ,o /FS 3.1 837'I'c
\ \ O ` TOP: 219.59 \ > \ I A� G /
/ INV: 214,59 213.90 \ �V \ \ 73> B37b� M9A
0 ASPHALT / �� \ �\ z N \ M 007
11+65.6 22.5° BEND
30' VEGETATED BUFFER s+so.7 ��� '� \ q ( IN FEET )
WATER i TOP: 217.49 207.78 l 49 > TOP: 219.79
\ 11+57.7 `7 INV: 214.79 ^ 1 inch = 100 ft.
0 WETLANDS NV: 211.49 j\� , \ \ C /
v� TOP: 217.45 33 v
PROPOSED EASEMENT / 11+74.7 NV: 210.45 / / ) \ \ ✓
V14, I TOP: 217.58 ` 169.27 LF ® 2.30% 8" SDR 26 PVC ; \ V
PROPOSED SANITARY SEWER MANHOLE NV: 211581 11+69 \
TOP: 217,57 4+70.7 c \
• PROPOSED CLEANOUT ` �// 26 .o INV: 210.30 k \ TOP: 221.81 l \ \
1L MH 15 + 22.s° BEND / ° \ INV: 216.30
'PROPOSED FIRE HYDRANT / / 53 22.5° BEND ° \ \
'S"YO / 12+23.86 0.00 I 207.84 22.5° BEND \
212.03�
❑■ PROPOSED WATER METER] V_ RIM 217.98 1 > f i 8' GV-212.14 < \ \ \
INV IN 207.47 MH 16 4+60.7
1 \
►� PROPOSED WATER VALVE I � ( )� 48 \ �` )4+57.7, TOP: 222.04
TN PROPOSED TAP SLEEVE AND VALVE INV OUT 207.37 (MH 14)9 I O \ 8" GV II X821 TEE 34 \
FIIPROPOSED TEE I ♦ CI 26 CI 13 54-0+06.6 MH 4 \
/ \ J / \� / j / 48" GV 4+30.72 0.00 \ \
4' 7. RIM 222. 2. \ \ \
I t 83.96 LF ®1.�00% 8" SDR 26 PVC \ 55 i CI 40 4+37.7 INV IN 212.60 (MH 5)
//�'ON-JIJRISDI `� / �� r OA, �\ INV IN 212.60 (MH 12) \ \
lWET Ar /�' \FH INV OUT 212.50 (MH 3) \ \\ \
25 G \\\ 12+92.3 �� 1+90 / k 3+85.7 \ \
' MH 16 \ TOP: 218.79 k is 56 CI 38 ° 35
I , O_ 's / TOP: 223.95 \
1 NV: 213.29 o G ) / 2+00 INV: 218.95 $ Z JG CI
CI 20 \
13+08.29 0.00 / CI 12 'o � � P oa
RIM 218.85 TOP: 223.98 (� 1k
\ \Q1 0- INV: 218.98 i CI 37 39
30' VEGETATED BUFFERINV IN 208.41 (MH 17) 13+01.3 1 1 MH 12 80
So
INV OUT 208.31 (MH 15)TOP: 218.89 n � 47 3+45 0.00 -1 1p% \
\ LAT IN 208.98 INV: 213.39`\ \� Q O RIM 221.90 / 8 LF 1• CI 36� / \\ \ 3+15.7
�z G INV OUT 216.40 (MH 4) ��p0 00 \ '* TOP. 224.70
\ \ LAT IN 217.07 _ 1 2k 1+50 0- INV:_ 219.70
TOP: 223.61 0
s I \ TOPS 2202.10 i / 1+60 \ / 3+05.7 36 NV: 218.61 \ \
4.88
TOP 221.93+50 1NV: 217.108 S� PN� INOV 218.711 _1- 59 \ �1 INV: 2?9.88 \\ ♦ /
I \ INV, 217.50
♦ I FH i ��
o R
gxoo
/y I 205.00 LF ®0.60% 8" SDR 26 PVC ` 0 4+10.ON �GN� Pva�\G� / `l• CI 35 \ \ \
CA 0
14+36.3 CI 11 3+10
�\ 1 14+30.6 CI 27 _ � CI 10 TOP: 222.67 / 58
v_ \ 23 TOP: 220.27 8" GV �k00 3+20 INV: 217.67 / / \ S� \ \ 37 \ ♦ \\ \\ / /
_ INV: 215.07 4+66.6 ,. - °TOP: 222.50 iO.
c 14+40.6 8"X8" TEE NV: 217.50 O 60 / 2+40 7 Oct
TOP: 220.37 \ 14+46.3 57 TOP: 226.12 A �b 'T'OA'/F
INV: 215.17 �g0 CI 9 / / / NV: 221j ` \\
8" GV hk J 2+30.7 ♦� \ �\ F g� AC /
14+56.3 / TOP: 226.30 \ 1+75.7
a \\ \ 22s \ 7)
\ s INV: 221.30 k \TOP: 227.31
\ O \ 00 INV: 222.00 9A
AA,22 15+10.6 O CI 8 MH 17 46 / / i 66.2 38 \ O� "/C,y
�, TOP: 221.05 • 15+13.29 0.00 N / \ TOP: 227.49 �\ N
V_ V. \ INV: 216.05 RIM 220.96
NV: 222.49 i \i \ A A
/�\\,�\` \ INV IN 209.74 (M( 18)1s ♦ \oQ c Q De
INV OUT 209.64 MH 16 ( I \ c S/ 7 F '1
"V t` �� �♦ \ LAT IN 210.64 / ( / 61 \ MH 5 �� I \\\ �\ /�� 307'�(i q� 7/��
/ V_ �� v- f \ t > / / c� 11+50.27 2.46 R
\ J f a RIM 227.62
V.�l� V_• 71.79 LF ® 0.60% 8" SDR 26 PVC I / INV IN 219.12 (MH 6) TS&V
• • CI 7 1 INV OUT219.02 (MH 4) 40 \\ 0 \\'��, °oo 32 ��FR
MCif
H 18 45 / o >l sr G
V_ 0 21 1 15+85.30 0.45 L J o� 1 t FH
+ RIM 221.70 44 / / 43 42 0 0+63.6' `
INV IN 210.27 (MH 19) I O o 3g
�� ♦ / / 104' 83 LF ® 0 60% 8" SDR 26 PVC INV OUT 210.17 (MH 17) / / (/ 41 °° O /
Know what's below. �` tc � , 157.40 LF ®0.64% 8" SDR 26 PVC I / I ® 94.22 LF ®0.80%
\�\ \ " \ FH 8" GV 178.75 LF ®0.80% 8" SDR 26 PVC
CalI before you dig. 1 , 20 DI SVC i 16+48.9 16+63.1 / BURNSIDE DRIVE J o I 8" SDR 26 PVC 2+16 CI 32 0o MH 8
\ 10+82.3 < 7+74.3 7+64.3 50' PUBLIC R W 6+24.3 6+14.3 5+39.3 2+27.1 TOP: 232.42
I I tN / 8" GV FH �1+26.54 0.00
c MH 20 TOP: 226.81 - - TOP: 224.91 TOP: 22s.06 - - - TOP: 227.16 TOP: 227.31 -TOP: 228.43- - - - - - - TOP: 232.50 INV: 227.42°
10+50 0.00 INV: 213.81 2" BV REDUCER CI 6 8" GV 0+27.2 3+37.0 INV: 227.5o Hg RIM 230.37
CI 30 NV: 219.91 INV: 220.06 NV: 222.16 INV: 222.31 NV: 223.43 _ _ CI 33 INV IN 222.80 MH 9
RIM 220.66 9+28.6- 9+17.7 - - - - - - - - - - - - 3+80.1 - - - ( ) \ �
INV OUT 212.00 / W8 Wa W8 Tvre 18 W8 wd -'INV OUT 222.70 (MH 7)
- -LAT IN 212.67 J 8"X8" TEE +CI 31 OAd 9Z aGS „9 %60•Z ® jl 9b•£9£ 0 8"X8" TEE
Wo 10} 0 16+73.1 �- - I o 3+70.0 • 2+p0 CI 45 0+93.2 O J 2
YI 46 - - 11+17.211+00 CI 28 11.25°29END 8+00 7+00 6+00 5+00 4+0lo 3+00 / / TOP: 230.94
V INV 217.0018.12 INV: 225.94 \
9+00-CI 5 CI 4 CI 3 CI 2 CI 1 22.s° BEND 22.5° BEND CI 34 / `
/ 11.25° BEND 22.5° BEND 11.25° BEND 11.25° BEND 220.89 221.98 2+ 7 \� \
h CI 29 3+88.2 MH 6 - 2+20.83 2.69 L o
ry� DI SVC _-218.05 8+18.2 8+08.2 - - 6+78.2 6+68.2 - _ 218.70 _ _219.49 - 220.90 - _ 2+58.2 2+48.7 O
10+82.5 9+58.2 9+48.2 MH 19 TOP: 224.31 TOP: 224.46 TOP: 226.41 TOP: 226.56 5+44.4 5+28 2 4+09.3 TOP: 230.81 3+99.30 0.35 R TOP: 232.55 TOP: 232.58 RIM 232.30 \ 233.72 LF ® 1.26% 8" SDR 26 PVC
TOP: 220.89 TOP: 222.20TOP: 222.36 INV: 219.31 INV: 219.46 INV: 221.41 INV: 221.56 TOP: 228.42 TOP: 230.49 NV: 226.71 INV: 228.41 INV: 228.48 INV IN 221.95 (MH 8)
NV: 213.81 8+92.60 0.00 TOP: 228.66 RIM 230.42 1+04.8
19 INV: 218.44 INV: 218.50 INV: 224.30 ' INV: 222.43 INV: 224.02 INV IN 220.42 (MH 7) INV OUT 221.85 (MH 6) TOP: 231.46
■ O + .5 I RIM 223.02 MH 11 INV OUT 220.32 (MH 5) O
10+54.5 2 BO � INV IN 211.00 (MH 11) INV: 226.46•
/ 10+42.8 INV IN 211.00 (MH 20) 5+29.15 0.37 L LAT IN 220.65
V. TOP:+38.2 INV OUT 210.90
221.32 (MH 18) INVIV OUST .47 218.60 (MH 19)
NV:216.32 O O 00 00
16 15 14 13 12 11 LAT IN 219.27 O O O 01DV.
18 17 %
00 20.3
TOP: + 234.81
INV: 228.81- 200.44 LF ®1.17% 8" SDR 26 PVC
3+58.1 4 +7 2.3
TOP: 236.72 TOP: 236.10
\� 2' \ INV: 230.72 - - INV: 229.00
3+00 4+00
IS00' 5+18.66
O
MH 9 4+59.15 MH 10
2+58.72 0.00 RIM 236.3100
RIM 236.54 INV OUT 228.20 (MH 9)
INV IN 225.85 (MH 10) LAT IN 229.09
INV OUT 225.75 (MH 8)
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
_ ■
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
``�CARO �Z//
� 2 40 SS 0 ..�L
SEA
02
•• G I NE ••: ja���
''';/ ,O
00121
REVISIONS
PROJECT NAME
TOWNSEND
ESTATES
SUBDIVISION
UTILITY PLAN
PIN#494550301289
494550001072
494550301002
CLIENT
J&K GENERAL
CONTRACTORS
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN/CHRIS
DRAWN BY:
SEAN/CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1651
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
SEPTEMBER 1, 2021
SHEET NUMBER
C-400