SW6210906_Plansheet C4.0 - Utility Plan_20211014

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N 439,740.144 JASON DAVID BUNDY TUM
ELVIN TATUM &WIFE,
N/F E 1,9867 05.985 Y DEBORAH TATUM
MYRA ROAD NC GRID NAD 83 I WILLIAM WEATHERSBEE &WIFE, DB 656, PG 452 AP BOOK 5, PAGE 2, SLIDE 100 �F
o I ALBERTA M. WEATHERSBEE (2011) w DB 821, PG 22
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MAP BOOK 5 PAGE 2 SLIDE 100
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DB 167, PG 68 ECM I. ...... foo � SLIDE 100
cn 52 E 498 12 �.. � w 1 /2„
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o N85°50'42"W 318.76' TIE 100
EIP ROBERT SHOLLY AND WIFE,
DENIS SHOLL1
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DB1379, P 213
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MAP BOOK 4155, PAGE 5
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O� ( 100 Ui
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NORTH T�"� I 20 DRAINAGE EASEMENT
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VICINITY MAP"
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-4 FES — \ 100 YF
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NOT TO SCALE o cli
17 • ' �' °... o �.. ,
N/F, N +,� 10' UTILITY EASEMENT '
E l WILLIAM WEATHERSBEE & WIFE, I I. \ S86'06'49"E 199.9T
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I" I ALBERTA M. WEATHERSBEE � � ��� � � � .� � 1ERe�
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DB 167, PG 67 a� CI-3 �' /
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LEGEND. � `
ECMZ ECM -EXISTING CONCRETE MONUMENT
EIP EIP-EXISTING IRON PIPE I 1 2' BV
ERB O+
O ERB-EXISTING REBAR 1' EIP
SRB o 68.3
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O SRB—SET REBAR (PINCHED) 2„ B0 /:
EPKO EPK-EXISTING PK NAIL I 0+73.1 ` / I Pip�
I / FW FW — FW FW FW
a COMPUTED POINT 0, Ioo YF
N/F — NOW OR FORMERLY + 'oo
RAW —RIGHT OF WAY I I +
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PROPERTY LINE I �i
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— aPL — — — OLD PROPERTY LINEEIP ' PINCHED
`.`• 1" EIP
ADJACENT PROPERTY LINE ( ) S86°10'04"E 319.03 (PINCHED)
/
1
- - RIGHT-OF-WAY I " + �7+32 6 100 vF
1
- - - - - SETBACK LINE I �� ♦ I i \�
UTILITY EASEMENT -- 7+36.9100
o` -„ - - , , ,, � , FES-2 „ „ �/, ,, 2„ GV ,,..,,,...
o cn 6 PLUG W TAP 2 1+92.0- y-
so STORM DRAINAGE I �_ ...r o 2+02.0 _ \
1
2" GV 1
' _ _ �, _ _ RIVE 5+00 6"X 6" TEE s+oo „ „ 7+00 7+s7.11 FES-6
W WATER LINE 3 - - o ONSITE D 5+55.8 6 PLUG W
-0+30.50 ' 0 1-- 1+00 2+00 3+00 v CI-9 801
OVERHEAD UTILITY g" TS&V � -� �? � - i o /TAP 2 . - `'�� CI-5 �
X FENCE LINE TIE TO EXISTIN ~ o� 50' R/W (PUBLIC &UTILITY ACCESS) -+ 6+07.3 (DOUBLE) �'">> o+oo
WATER LINE 0+ 1.01 O �������% ����� % (0 -
TREE LINE - - - - _ r.._ _ g" G.
- ... — 500 YEAR FLOOD ZONE I i ��� W6 W6 W Ch1- - W�- - - - _ _ , 6 GV „
� 2+18.4 �
MAIL KIOSK AREA + 5+78.5 ��6+17.3 ....,... ,.....--
10o YF 100 YEAR FLOOD ZONE I 15 x40-2 BV /
10'x10' TAPPING LANDING PIT o
— FW — FLOODWAY &RECEIVING PIT FH
2+24.9 6' X 6" TEE
170 MAJOR CONTOUR I , „ „""" / `'
173 MINOR CONTOUR I O 1 /2 N86°10'45"W 319.41' 1 EIP /2 I Lrlt 8 \ 10' UTILITYEASEMENT 1 1 }
xi SPOT ELEVATION
BENCHMARK � JACK & BORE 44 LF OF 12' STEEL
M� MAILBOX 10 CASING WITH 47 LF OF 6" RJDI PIPE 5
LL U C ^,.
LIGHT POLE N/F 00
m `��„ 0
PP• UTILITY POLE I ISAIAH F. TAYLOR & SPOUSE,
D
MTELEPHONE PEDESTAL I� a I KIANAH TAYLOR I c� I
� o � I DB 1321, PG 830 I
MWATER METER I CO SLIDE 364, MAP 2 I /
WATER VALVE - D4 -
-I E: D I
FIRE HYDRANT I I!�- z
ASPHALT I I I �
CONCRETE I t
m 10
BUILDINGS EIP 1ERe I
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4
TBM
4D DISK #1 N/F
N 439,167.716
E 1,980,299.512 MATTHEW PATTERSON & WIFE,
SHAWNAA N. PATTERSON I J +
ELEV 189.00 DB 1266, PG 391 FH
NC GRID
01NAD 83 SLIDE 364, MAP 2 � 412411
-�
UTILITY NOTES
NAVD 88 / J I 6" PLUG W/ TAP 2"
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE 4+34.0
AS-BUILTS DURING THE CONSTRUCTION OF THE WATER 4+44.0
LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON
1/2" ERB
THE AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN I (BENT) 12'
/
DIRECTION OF THE WATER LINE SHALL BE LOCATED WITH A ERB r
MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE
CONTRACTOR WILL PROVIDE THE AS -BUILT DRAWINGS TO I (� 3 �� O ! I I
THE OWNER TO BE USED FOR THE WATER LINE
CERTIFICATION AT THE COMPLETION OF THE PROJECT. I N/F
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY
I NATASHA LOWERY
TIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. I
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
DB 1176, PG 993 / +
SLIDE 364, MAP 2 I
ALL UTILITY COMPANIES AFFECTED BY THE PROPOSED
WORK. I /
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY I -Mi
�°
PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL -1 "~
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL
REGULATIONS %
5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS I 1 2" ERB OD
N I
POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE I (BENT) 1/'
TO LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY / EE
CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT.
6. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE --.� / I-7
TESTED IN ACCORDANCE WITH PWC AND NCDEQ TECHNICAL _ I � 2 ") 40
� �
SPECIFICATIONS. I N/F
7. ALL MATERIALS SHALL BE APPROVED BY PWC BEFORE z
INSTALLATION. o,
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IZ
8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD DB1603, PGU 10 ++
AND HOKE COUNTY PUBLIC WORKS A MINIMUM OF 48 1
SLIDE 364, MAP 2
HOURS BEFORE CONSTRUCTION OF THE WATER LINE BEGINS.
THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER OF
RECORD AND HOKE COUNTY PUBLIC WORKS 48 HOURS IN
ADVANCE OF ALL TESTING. / - --- / / -----
9. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING /
SURVEY MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE
LEFT IN PLACE THAT CROSS THE NEW LOTS UNLESS 1/2" 2 BO '
RUNNING ALONG A LOT LINE. IF ADDITIONAL UTILITIES ARE I r, ERB CI-7 6+76.0 20' UTILITY EASEMENT
FOUND, CONTACT ENGINEER PRIOR TO DEMOLITION. ° (DOUBLE) Z
10. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
O ' .
FES-8 l ,
I / 2' BV
N/F
1„ JASON DAVID BUNDY
EIP DB 1257, PG 504
O SLIDE 364, MAP 2
6 www..
\ N 438,734.070 r GRAPHIC SCALE
E 1,980,645.890
NC G(D01Nj D 83 I 50 0 25 50 100
Know what's below. !!!
\ \ ECM
Call before you dig. �
S85°37'48"E 2074.56' ( IN FEET )
1 inch = 50 ft.
N /F
55.10' TIE ) EVERETT M. HESS & WIFE,
1/2" 55.10' TIE HELEN J. HESS
ERB DR 290. PG 769
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
200
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solutions
*cim5engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
SEA
0274 -
COTT
REVISIONS
PROJECT NAME
BROOKE
VALLEY
SUBDIVISION
UTILITY PLAN
PIN# 494830101092
494830101001
494830101002
CLIENT
STOUT LAND
DEVELOPMENT,
LLC
1786 Metromedical Drive
Fayetteville, North Carolina 28304
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1781
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
SEPTEMBER 8, 2021
SHEET NUMBER