SW6231107_Plansheet - Other_20231115 (8)

drawn by DD
PLANK RO checked
PROJECT
reviewed
SITE
date April2023
e¢a I ��Nw A Y o 1 1 i �� job no. 20-1035-02
Doc IBM rebor for project is set at: Setbacks Stop sign placements are --�•----
Fire Hydrant Bolt located near the "F" in Fireman near the shown schematically. STORM 3+01.44�_� ,
1 yd STORM SEWER FROPERTY
l¢DAD entrance of Friendship Grove Baptist Church an HWY Front: 30' Placements in field are to INLET 13. 3
Bade: 25' follow all NCDOT standards LINE !
C>a 401 JFayettevile Rd. LINE STN. \ a * \
JOHN`� Side: 5' & ecifications. __—SERVICE EV TOP BACK CURB ROW AT PROPOSED ♦ ti
N:461$95.8582 sP1
E: 263753.7635 c ELEV SAN SERV INV > BACK OF CONTOURS �\ ♦♦
q01 N yG a s 2 EL:263.39 Fallow all requirements of Hoke County, r SIDEWALK (1' INTERVAL)
NCDOT, and NCDEO. a �a —=--------- — --- ------- SO c��
Z�F C3 Fire Hydrant Bolt located near the 4 1 J2' close to the SANITARY 'o_ 5' UTILITY EASEMENT h
ointersection of Johnson Mill Rd. and HWY 401 JFoyetteviie Refer to Overall Project Notes on sheet 2 of SEWER z w W SANITARY SEWER S R(
tv p Rd. this drawing set for additional information, MANHOLE N rn< 5' SIDEWALK q k
N:460110.8798 requirements, & specifications- 6' LANDSCAPED AREA ADA
E:1952812.1044 _ HANDICAP'
to drainage and
All proposed easements, md. but not limited
ROCKFISH ROAD SR 140fi EL259.22 i RAMP TO .,
�. utility easements, are to be FLOWLINE OF f EXISTING SIDEWALK
permanent unless specifically noted otherwise. CURB AND 3+Od CONTOURS
NAVD-88. Horizontal coordinates per NC Grid System. Refer to final plat. LAWERALR GUTTER -- * �--'(V INTERVAL)
6" GATE N
WATER SYSTEM ROADWAY'
VALVE AND CL AND
HYDRANT MAINLINE TEE STATIONING F"+
AND GATE
VALVES �
VICINITY MAP DUCTILE IRON rn 63
NTS WATER MAIN.
(WHERE WATER MAIN IS 2" w4
SDR21, ENCASE THE 2"
SDR21 INSIDE 4" DUCTILE.) O •. '1"� N
a I-- >
w Q c
n o
0 o � v°
p.+ � w a
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2
NpR O
40 20 0 40 80
SCALE 1" = 40'
� r f // i •. -,a,��, :. �F � { � �l � �^•..{J+93.57 a' �``♦ �r��`' /� /f
BLDG PAD s f 49.16 3 2 /
\ t 258.25'
(0 BLDG PAD
/ t
\\ ` \ Lot 26q� / n
`\ Lot 27 Lot 66Ll
t \\ 1 22.5` 11.25' -f� - -- �`3 \ ``'r �� f CJ ti 1
i \ 1 HORIZ. L HORIZ.
t. \+ BEND BEND
8" SDR21 1+50 +O0 2+50 1 3+00+ I3+45, �-
8" TAPPING ` x \ '� 3 -°�- -
VALVE ya bi \ i --- ---------- ------- -s� ------- ---- l 2+85.35 1 N
a � �� h ' l I - 1 8X8X8
r \EXISTING FIBER OPTIC 1. J i _ - 1( t 1 �E s a .1 l-C)t �?rJ
t f j (VERIFY HORIZ. AND t t E
0+45.98 ' I . u s'
VERT. LOCATION) k� I
12x12x8 STN 16+42.78 r
OkOf w :° APPING
j SLEEVE \\ i 20' WATER SYSTEM i RIM 254.52•
\\ } i \ EASEMENT 1 8" INV MHTT04 EI2
FIELD-VERIFY 1 t
SIZE 1I ' '� 16+44.88 CONSTRUCTED
EXIST. MAIN t f{f \ EXISTING 1 I ~ � +W PHASE 2 �\ `:•'
OVERHEAD't ! 1 BLDG PAD 48.4
ELECTRIC l 256.50' S•¢ ` , t
Lot �}8 ,a a 11 1
Ji� i \\ ti4St t` 4 t ? 1 2 Cp 16+7451 L /{I1ili
1,-p5`> 6 t ttt
LO. ' i t G O`0'h HOW Z54.77 G
tip Fd yx .10
8" PLUG W 2" i \ GRATE NV2N4250.28 1
�� `nt 'k4�* i{0�k \\ '� 1 N 11 '. BLOWOFF VALVEASSEMBLY & HOOD 25477 18" tNV OUT 250.2fi t *\ •• 1_
(INSTALL
PHASE 1N 8 A NV�250.41 N 9�i, ♦\ 10' X 70' `�• ©�t7�
y'S \ i + CONSTRUCTION, '_, DOUBLE INLET 11111 L NCDOT SIGHT `
qt- �'F e4 i; L1 \\ \ �, i �, i REMOVE W PHASE 2 u+ \ EASEMENT r�
y s \ CONSTRUCTION.) s W 1(• (/
r
n 1
1 2s8Y GTr'o, o n� �\\DRAINAGEf • s
BOUNDARY \. `•, �
17+02.08,y\ s EASEMENT /�•`��
��--'-- V •sa ��.y�,`,y�
i i '4 \ `•`�. l Lot 29 . BLDG PAD
256.60'
Xs
0.Sfb•.'.".'.'.'.'.'....'... ,'x• .� O
WATER SYSTEM CONNECTION TO EXISTING SYSTEM ALONG HIGHWAY 401 LO
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00
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�.,^ �..�-�--- -I- ; 1 ---�---�--- --r--�--T-- 0 m
- -__ EXISTING GRADE - +L^ - - O 1
_0+48.48 S - � _ `-` - i n M � v
8" TAPPING—
EXISTING FIBER OPTIC - I - `! _ --T""----Y-- � _
{.L � l..L
I VALVE (FIELD-VERIFY HORIZ. -
AND VERT. LOCATION.) 3- FINISHEDRADE -
! I I
- 9 ? i CAMBRAY DOWNS CT. -
255 -` — - 50' PUBLIC R/`W rli�
0+45.98
- TAPPING SLEEVE _ Q Z
�y
—_. ;
-1---�--a----22.5. ___� �.�_ 2)--, --=—t--- ------t - r-.- � I t—�+--- i ----:----- ----I--
HORIZ.- i 11.25' MJ
? _- -
BEND - HORI 1 r _- _1 _ ?i -
-� — - -
E
— - — i SOR L-
250 I
_21 ,
�i
i 2r+$5.34`_
E TEE - I— -245 ..
_ —I — ---- W W O �i UJ
-- _
240 i — i ; -- --
0+50 1+00 1+50 2+00' 2+50 3+00
scale
1"=4'V. 1"=40'H.
Field Book No.
NIA
SHEET
11 B of 23