SW6240106_Plansheet C-4-9 - Other_20240516 (3)

Know what's below
NOTE:
Call before you dig. ALL RCP PIPE ON THIS PROJECT SHALL BE
® Dial$11
NCDOT CLASS IV
Or Call 800-282-7411 NOTE:
THE NCDOT SHALL NOT OWN OR BE
;% RESPONSIBLE FOR ANY DRAINAGE
\ Opp STRUCTURE OR DRAINAGE SWALE OUTSIDE
EXIST » •\ \ N 0 R Sp OF THE PUBLIC ROAD RIGHT OF WAY. THE
ING 8 \ :/ i LOT 77 ```` �> gTU�Mq/NcF PERMANENT DITCH SECTION TO BE HOMEOWNERS ASSOCIATION SHALL BE
z WATER MAIN
n \ q4 LINED WITH SYNTHETIC MATTING. RESPONSIBLE FOR MAINTENANCE AND
DITCH SECTION WITH 7' BOTTOM MIN, UPKEEP ON ALL DRAINAGE STRUCTURES
STA. 0+00 W-1 i \ \ 4' VERTICAL SYNTHETIC MATTING AND SWALES OUTSIDE THE PUBLIC ROAD
CONTRACTOR SHALL .� < PROPOSED 20 >
o - LOT 78 LINING HEIGHT. 3:1 MIN SIDE SLOPES RIGHT OF WAYS.
REMOVE EXISTING 8" ASPHALT / ;, 100' MIN LENGTH.
o PLUG + CONNECT TO ;, ox ROADWAY (TYP.) _ NOTE:
\ _
EXISTING 8 WATERMAIN�� / ;PROPOSED SEWER/ /' LOT 79 ,� r, ALL LOTS SHALL ONLY ACCESS
co
SERVICE (TYP.) ,; INTERNAL SUBDIVISION ROADS.
\�x� �' PROPOSED WATER ;' SWALE PERMANENT
EXISTING USAG .
•oo \ SERVICE (TYP.) LOT 80 WETLAND LINE NOTE.
NOTE: ALL STORMWATER RUN OFF SHALL
�- AN NCDOT ENCROACHMENT AGREEMENT LOT 97 PERMANENT \ ;'
z SHALL BE REQUIRED FOR THE SEWER SWALE 20 '� SHEET FLOW OFF ROADWAY TO THE
� FORCE MAIN AND WATER MAINS INSIDE ,;� ; `.\; �xso � �`.�y;' ' ,' LOT 81' f \` SOUTH.
..� - . � PROPOSED 10 PUBLIC �' / �.,,,
_ THE NCDOT RIGHT OF WAY. ;PROPOSED 8,, \ UTILITY EASEMENT (TYP.
BOTH J `
,%' PVC C-900 \ ? LOT 82
TH SIDES) t
' WATER MAIN
\ ' 20' PERMANENT PUBLIC ;
S ?x \ STORM DRAINAGE EASEMENT
LOT 96 `�. / r r LOT 83 r r.,
\ /�� •oo ,
IN
IN
IN STA. 3+27W-1 ` F O`3�° f f, PIPE 7B W/ NCDOT
' 1- 8" X 6" TEE
TEE /V� �° \ HEADWALLS (BOTH SIDES)
1- 6 GATE VALVE 24 RCP 126 LF @ 0.50% ; l
, LOT 95 1- F.H. ASSY. \ x 1� JNV IN ELEV: 210.79' i
NIN � INV OUT ELEV: 210.16' 1 I
m PERMANENT ;
,
,� SWALE 21
4 w, i PROPOSED 10'`PUBLIC t' !
UTILITY EASEMENT (TYP. \ �'`SopO ` EXISTING LOW PRESSURE
BOTH SIDES) N11 SEWER FORCE MAIN
STA 4+31.89 Op �. -----------
PIPE 7A W/ NCDOT
CD
a f`, LOT 93 HEADWALLS (BOTH SIDES) goo
m 30 RCP 54 LF @ 0.50% 60 mop
Y INV IN ELEV: 211.06' _ R�I�Vp .00
s+sp
IN
INV OUT ELEV. 210.79
IN
+50.00 PROPOSED
ROADWAY DITCH
/ PERMANENT----7
NOTE: SWALE 22
PROPOSED NEW 8" PVC C-900 WATER MAIN
SHALI GO AROUND THE END OF PIPE 7A AND LOT 91 �` PERMANENT DITCH SECTION TO BE
W STA. 7+14 W-1
LINED WITH SYNTHETIC MATTING 75
X SHALL BE 3 MIN COVER EITHER SIDE OF PIPE. DITCH SECTION �, 1- 8" X 6" TEE
1 WITH 5' BOTTOM MIN, 4' VERTICAL ; 1— 8" GATE VALVE
IN
/SYNTHETIC MATTING LINING HEIGHT. 1— 6" GATE VALVE
<,3:1 MIN SIDE SLOPES. 1— F.H. ASSY. -
a
i
N LOT 90 LOT 89 f 1 LOT 88 "
LOT 87
N
Q
SHORELINE DRIVE & W- 1
CD
225
� 225
0
a
J PVI STA: 1�916.14
0.19
220 PVI ELEV. PVI STA:4 90.94 220
rc 103.19.214- PVI ELEM. 14.63
o LVC: 14 14 K W.
CIDn, LVC: 1 .18+ N HIGH PT.STA 2+11.83 r.
0 HIGH PT EL :215.90 00 CO LOW PT.STA 4+62.07 0
v- r to r
� Q N N N ui LOW PT EL 214.89 cci to
215 cn w W .. tii PROPOSED GRADE r tD EXISTING GRADE 215
m dui u� tii
a
o m V > U
J m
rn
W 210 .92% 50° 210
3 MIN.
af PROPOSED COVER
a- _0 ° 24" RCP °
w
g 205 » I ' W 205
a w Z PROPOSED 8 PVC > y-
<t STA. 3+27 W-1 �
c p z z g C900 WATER MAIN W
t- - z 1- GATE VALVE d- f- fo Q
o � X � w 1- " X 6" TE 3' MIN + max =
2Q0 o w o Q 1— .H. ASSY. '� " ao ao I.i 200
i jQ .
¢, � p � � cn
a MD O W J Q
p U Of 0 F-
0
N 195 PROPOSED GRADES 195
o N 00 ao d- 00 (O ao
a 0) N p N n 00 r�
00 L6 vi O 0i 6 Cj
CD
j j j N N N N N
— 3
0- 00 1400 2 _ 00 3 -00 4 00 5 00 6- 00 7 00
Ujaf
SCALE: 1» = 50'
af
>•m 50' 0 25' 50' 100'
i
N
W -
O =
V REVISIONS
sYM. DESCRIPTION DATE ,,..••A'I UTILITY IMPROVEMENTS SHORELINE DRIVE AND W-1 DEC. 2023
uuuugq�
MOORE COUNTY COMMENTS 2 4 22 . 2°••'FESS/p •;9 ,
ow Q�° TO SERVE PLAN AND PROFILE DATE
T0
m = NORTHGATE PHASE 2 AND PHASE 3
�.F •�' FINAL DRAWINGS
oW Engineering, PLLC ........ �.,,. MOORE COUNTY, NORTH CAROLINAC-4upcok NOT RELEA ED F R N -S O CO STRUCTION
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150 S. Page Street • Southern Pines, NC 283879 [phone]• Cert. No. P-2587 '"n���n+n"" �ww`m SHEET No.

NOTE:
ALL RCP PIPE ON THIS PROJECT SHALL BE Know what's below
NCDOT CLASS IV STA. 13+89 RD-1
NOTE: STA. 0+00 RD-2 Call before you dig.
® Dial 811
THE NCDOT SHALL NOT OWN OR BE PERMANENT DITCH SECTION TO BE 1- 8" X 8" TEE or Call 800-282-7411
RESPONSIBLE FOR ANY DRAINAGE LINED WITH SYNTHETIC MATTING. 2— 8" GATE VALVES
STRUCTURE OR DRAINAGE SWALE OUTSIDE DITCH SECTION WITH 10' BOTTOM 1— 8" TEMP PLUG
OF THE PUBLIC ROAD RIGHT OF WAY. THE EXISTING USAG MIN, 4' VERTICAL SYNTHETIC MATTING 146 LF 8" C-900 PVC
HOMEOWNERS ASSOCIATION SHALL BE WETLAND LINE LINING HEIGHT. 3:1 MIN SIDE SLOPES WATER MAIN.
RESPONSIBLE FOR MAINTENANCE AND 100' MIN LENGTH. CONTRACTOR SHALL
UPKEEP ON ALL DRAINAGE STRUCTURES LOT 84 LOT 85 INSTALL NEW 6" PVC EOT 101
AND SWALES OUTSIDE THE PUBLIC ROAD O�E�
, C-900 WATER MAIN 18"
RIGHT OF WAYS. I LqT 98 f l LOT 99 MINIMUM UNDER PROPOSED
PROPOSED WATER SERVICE (TYP.) �' f` ; I ! f RCP PIPE CONTRACTORS L
NOTE: PROPOSED SEWER SERVICE (TYP.) ;` 30' PERMANENT PUBLIC i STA. 34+62 FMB— of REMOVE EXISTING 3»
ALL LOTS SHALL ONLY ACCESS / J STORM DRAINAGE EASEMENT r TEMP. PLUG
INTERNAL SUBDIVISION ROADS. EXISTING
FORCE STA. 0+00 FM-2 ,
BEGIN "� �
1 MAIN PROPOSED 10' UTILITY l CONSTRUCTION STA. 14+53 RD-1
1 1 EASEMENT (TYP.) i I I OF FM-2 1_ 8» X 6„ TEE w
PROPOSED 20 _ � I I i r
ASPHALT ROADWAY -- `---------- -____' I i LOT 100 I ! 1- 6» GATE VALVE o
PERMANENT f _ ---1- F.H. ASSY.
SWALE 40 10' X 70' NCDOT
-.SIGHT DISTANCE (TYP.)-- ' _ -- W
NOTE: �
QQQ y
AN NCDOT ENCROACHMENT AGREEMENT —
SHALL BE REQUIRED FOR THE SEWER +�� 8+50 R/W 14+50 fl0 15+40.00 5+50. 0 16 -.00--'
FORCE MAIN AND WATER MAINS INSIDE _ 9+ .00 9+Jc 1 +00.00 PERMANENT
THE NCDOT RIGHT OF WAY. 10+50.00 11+ .00 11+50. 0 12+ 0, 12+50.00 13+00 0 13 •00 SWALE 28
SHORELINE DRIVE 60 PUBLlC R/W _
PERMANENT � R�w� R/W
SWALE 22 — PERMANENT
_ 5 MIN - . .
SWALE HIGH
3 PERMANENT SWALE PERMANENT . R/W i _ _.PERMANENT POINT (TYP.) PROPOSED
N HIGH POINT (TYP.) SWALE 23 - ----
`"---__�--------- - ----- 25' R (TYP. � � -- � SWALE 27 '+ f --,.ROADWAY DITCH
STA. 10+76 RD-1 �------------------ __ th ,STOP SIGN (TYP.) 1
D LOT 87 r ----------------- ,
m " I PERMANENT _ ,
1- 8� X 6 TEE I SWALE 24 I ;PERMANENT 0 ' PIPE 2 W/ NCDOT !
_ ; 1- 6 GATE VALVE 1 +SWALE 25 ; HEADWALLS (BOTH SIDES)
---------- 1- F.H. ASSY. ' i ; i t "
o OPEN SPACE/ STA 10+66.65 ! LOT 103 LOT 104 i Z ;18 RCP 48 LF 0.50%" L0�-1'05
- WETLANDS t _INV IN ELEV: 215.77 ,
PIPE 1 W/ NCDOT I I t m ' 'jNV OUT ELEV:
i HEADWALLS (BOTH SIDES)
PERMANENT DITCH SECTION TO BE
v 42 RCP 54 LF 0 0.50% I LINED WITH SYNTHETIC MATTING 75'
o INV IN ELEV: 211.00' I rn PERMANENT '
m EITHER SIDE OF PIPE. DITCH SECTION
NOTE: INV OUT ELEV. 210.73' i SWALE 26
WITH 3 BOTTOM MIN, 4 VERTICAL
PROPOSED NEW 8" PVC C-900 WATER SYNTHETIC MATTING LINING HEIGHT.
MAIN SHALL GO AROUND THE END OF LOT 10 CONTRACTOR SHALL INSTALL
PIPE 1 AND SHALL BE 3' MIN COVER 3:1 MIN SIDE SLOPES. ` 55 LF 3" PVC SDR21 FORCE
MAIN UNDER ROADWAY
1- 3" PLUG (RELOCATED.)
CONTRACTOR SHALL INSTALL
[p NEW 3" PVC SDR21 FORCE
r MAIN 18" MINIMUM UNDER
,� n SCALE: 1" = 50'
X SHORELINE DRIVE & W- 1 PROPOSED RCP PIPE 50' 0 25' 50'
E
Q
N
r7
d-
D 235 235
N
O
N
,d.
N
230 PVI STA:8+98.24 0 230
� PVI EL :219.23 PVI E EV:219.87 �
•30.03
L C3 7.31 PVI STA: 10+67.92 T LV : 101.51 N00 HIGH PT.
29123
ELEV:216.11M HIGH P . :8+86.61
° , : . m 22225 G ; Jr
IV LVC:96.70 + N + N N
J � `� a) PROPOSED GRADE ui
vi ti.i i o LOW T.STA: 10+80. 1 N > U
m U > cN3 of i• LOW T ELEV:216. m cc m
> m > V_ Vr ( w tow
m w + C" + `�' EXISTING GRADE co
. . O tiJ r W mFC"D
220 .. m .. 220
> to
w
1.109/0
o PROPOSED 42" RCP �28% m
m
3' MIN.
a 215 COVER 215
J - 7FPROPOSED
8" PVC > a W C900 WATER MAIN 2 LL_ w a 3: > �- 18" MIN
0 210 > �' o hj = COVER 210
a
o r > °' 0 x PROPOSED 3" PVC
a I w a, w = a v z t- - - SEWER FORCE MAIN
U.
g ~ c 3' MIN THE CONTRACTOR SHALL + °x° W ¢ (.0 °°
a � U) INSTALL ALL BENDS AND r7 �--
Q Q FITTINGS REQUIRED TO .- cn
Q PROPO ED GRADES -00 � THE PROPOSED RCP PIPE. in N PASS WATER MAIN UNDER < 1 r
0
LO o ( I I M oo � 00 to
0 0
� 0 r- �_ N
LO
N N N N N N
c
3 8+00 9+00 N 11+00 12+00 13+00 14+00 15+00
10+00
N
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JREVISIONS ��....� u.,u,
o 3 SYM. DESCRIPTION DATE ,.••� �N o�''''- UTILITY IMPROVEMENTS SHORELINE DRIVE AND W 1 DEC. 2023
O� •...... -i DATE
,�,.•oFEss�oy. - PROFILE VIEW
0w TO SERVE
NORTHGATE PHASE 2 AND PHASE 3
Engineering, PLLC `•� �,NE ':G� FINAL DRAWINGS
".......0 MOORE COUNTY, NORTH CAROLINAC-5•
�,,,,r,�„„prc"N NOT RELEASED FOR CONSTRUCTION
J 150 S. Page Street • Southern Pines, NC 28387• [phone]• Cert. No. P-2587 25 Zy SHEET No.
UL
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NOTE: PERMANENT DITCH SECTION TO BE
ALL RCP PIPE ON THIS PROJECT SHALL BE LINED WITH SYNTHETIC MATTING. Know what's below
NCDOT CLASS IV DITCH SECTION WITH 4' BOTTOM MIN, Call before you dig.
NOTE: 4' VERTICAL SYNTHETIC MATTING Dial811
THE NCDOT SHALL NOT OWN OR BE LINING HEIGHT. 3:1 MIN SIDE SLOPES or Call800-282-7411
RESPONSIBLE FOR ANY DRAINAGE - 100' MIN LENGTH. PERMANENT DITCH SECTION TO BE
STRUCTURE OR DRAINAGE SWALE OUTSIDE LINED WITH SYNTHETIC MATTING 75'
OF THE PUBLIC ROAD RIGHT OF WAY. THE EITHER SIDE OF PIPE. DITCH SECTION 5Q
HOMEOWNERS ASSOCIATION SHALL BE
�, WITH 4 .BOTTOM MIN 4 VERTICAL
RESPONSIBLE FOR MAINTENANCE AND -
UPKEEP ON ALL DRAINAGE STRUCTURES LOT 101 EXISTING USAG SYNTHETIC MATTING LINING HEIGHT. Q ,,
AND SWALES OUTSIDE THE PUBLIC ROAD WETLAND LINE 3:1 MIN SIDE SLOPES. , ,' z
RIGHT OF WAYS. PROPOSED 10' UTILITY 20' PERMANENT PUBLIC LOT 111 n
STORM DRAINAGE EASEMENT -_________
EASEMENT (TYP.)
NOTE:
ALL LOTS SHALL ONLY ACCESS ____ ---------J LOT 115 LOT 114 i { -', \
r------
1 LOT 113
INTERNAL SUBDIVISION ROADS. _ PERMENANTco
_ � t� LOT 112 ;a c,
SWALE 41 �; !� t \
STA 0+00.00 RD-3 \
' EXISTING 4" SEWER FORCE MAIN a'
STA 18+59.77 RD-1 ! { `i 10' X 70' NCDOT Gr
PERMANENT.___
15+00.00 5+50. 16 _ �' PROPOSED WATER SERVICE (TYP.) �, SIGHT DISTANCE (TYP.
SWALE 29 ) N
NOTE: 16+50 � ' - _ : l t
'
1 -�� PROPOSED SEWER SERVICE (TYP.) STA. 22+18.36 RD-1'--AN NCDOT ENCROACHMENT AGREEMENT '00-- �__
Sy 1 STA. 0+00 RD-4 3x Z
SHALL BE REQUIRED FOR THE SEWER ._-_ OR�CINE 17*5p __I 1.--- / Z
FORCE MAIN AND WATER MAINS INSIDE Q ------------------
THE NCDOT RIGHT OF WAY. PERMENANT-- ` R/l/E (60' 18�00� i ' r PROPOSED
T
^SWALE 28 5 MIN ` PUBLIC RIB o. �' SWALE PERMANE T oo / ROADWAY DITCH
PIPE 8 W/NCDOT� 19�0�0 x5�
HEADWALLS BOTH SIDES _! PIPE 3 W/NCDOT �00 � PERMANENT \
STA 16+93.96 ,' HEADWALLS BOTH SIDES 20fUp 2�+5000 � s 'SWALE 35
24 RCP 50 LF @ 0.50% ,� r o+5000 21+00.00
24 RCP 54 LF @ 0.50%
01 25' TYP. hOT 110
LOT 105 INV IN ELEV: 211.23 �` R ( ) STA 22+83 W-1
INV IN ELEV: 212.37 ` 1- 8" GATE VALVE
INV OUT ELEV: 210.98 { INV OUT ELEV: 212.10
m
° r1_ ____ 1- 6" GATE VALVE
25' R (TYP.) �� 1- 8" X 6" TEE
P, LOT �107-STA. 18+87 W-1 O '- PIPE 4 W/NCDOT �� \ »
J STDP SIGN (TYP.) �'` HEADWALLS BOTH SIDES %' 1- 6 TEMP. PLUG
1- 6 GATE VALVE C7 " 88 LF 6 PVC C-900
j, 1- 8" X 6" TEE m I PERMANENT �` 18 RCP 54 LF @ 0.50% �G WATER MAIN.
1- F.H. ASSY. u7 SWALE 31 L0� INV IN ELEV: 214.49
. " 108 G� CONTRACTOR SHALL
LOT 106 m '� _ INV OUT ELEV: 214.22 ;` INSTALL NEW 6" PVC
\ O PERMANENT
PERMANENT --''' ?% SWALE 34 C-900 WATER MAIN 18
m t SWALE 30 PNASE 2 '; RCP
UNDER PROPOSED
v ,
F PNp,SE ' ' PERMANENT �O, C PIPE
rn\ LOT 1©9 =' CONTRACTOR SHALL INSTALL
SWALE 33 55 MAINFUN' PVC SDR21 FORCE
DER ROADWAY
° CONTRACTOR SHALL INSTALL o STA. 19+15 W-1 i' STA. 22+56 W-1
55 LF 6" PVC SDR21 FORCE _ 2- 8" GATE VALVES 1- 6" GATE VALVE �L 1- 3" PLUG (RELOCATED.)
MAIN UNDER ROADWAY CONTRACTOR SHALL INSTALL
� 1- 8" X 6" TEE 1- 8" X 6" TEE -O
1- 3" PLUG (RELOCATED.) 1- 6" TEMP. PLUG 1- F.H. ASSY. G NEW 3" PVC SDR21 FORCE
CONTRACTOR SHALL INSTALL .0 150 LF 6 PVC C-900 MAIN 18" MINIMUM UNDER
NEW 3 PVC SDR21 FORCE C WATER MAIN. n PROPOSED RCP PIPE SCALE: 1" 50'
Uj
MAIN 18" MINIMUM UNDER
x r- CONTRACTOR SHALL 50' 0 25' 50' 100'
PROPOSED RCP PIPE n INSTALL NEW 6" PVC
N C-900 WATER MAIN
18" MINIMUM UNDER
Q PROPOSED RCP PIPE
N
O
N
SHORELINE DRIVE & W- 1
d - -
Lj
� cE'
- - (o Q -
230 00 o T- - 230
+ 0 �
N + N
T N 0 PVI STA:23+ .74
m ao Q Q w PVI ELEV:21 .73
Sri 0)225 �' �- V) i W K.89.57 225
V_ N PVI EL V.21 ;4. r� I- to lux i .
HIGH PT.STA: +62.69
K: 6.98 I � ti HIGH PT ELEV: 17.26
LVC: 30.37
o (n w a �r m 0) to PROPOSED GRADE N cmm % LOW PT.S k 16+93.69 c LO 0 Ui a w
0 22O CO v-m LOW PT E EV:214.60 T_ � �" 220
v � v `- 0 �.! EXISTING GRADE m 3 228o c m
o m U) (n w
J 0.50°/0
It 215 215
a
PROPOSED 3 MIN.
COVER
Q 24" RCP ° PROPOSE 3" SEWER
g FORCE MAIN, 18"
a 210 PROPOSED 8" PVC ° P R 0 P 0 S ED 37 SEMIN. SEPARATION 210
C900 WATER MAIN _ FORCE MAI , 18"
a MIN. SEPARATION ST 22+71 -1 z
r vl�
1- 6" GATE V LVE > ¢
3' MIN STA. 18+97 W- I Q w 1- 8" X fi" T E d" I a Q w J M
0 1- " GATE VALVE > E— °- > 1 - F.H. ASSY. > > E— °- > w
20 205
0 � :2 0 00 E- E- � � ¢
1- .H. ASSY. + rn 0xX - + NO0xi- mom
` PROPOSE GRADES 0 _ _
N o0 00 00 Co 00 Co 1 0) O co co Oo Co ,J O
LO 0 `n Ea- I I I I I '� oo r7 t`t— td— I I I 1 00
a •- O to (n H c 0 0 !n (n r .- 00 U N
15+00 N N N N cv N N
16+00 17+00 18+00 20+00 21 +00 22+00 23+00 24+00
19+00 0
3OR
6 �
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Am _
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v=i REVISIONS N,.uuwn„n,,�,
�' o SYM. DESCRIPTION DATE .�`` �•- SHORELINE DRIVE AND W-1
" O� UTILITY IMPROVEMENTS DEC. 2023
_ TO SERVE PROFILE VIEW DATE.
z o _ •Q
m = 5 NORTHGATE PHASE 2 AND PHASE 3
� W Engineering ., PLLC �•'�� FINAL DRAWINGS
��.o•••........••��,,.. MOORE COUNTY, NORTH CAROLINA
NGINE12`' 6
T ��,�,,,,. N C-6-
i6
, NOT RELEASED FOR CONSTRUCTION U CTID N
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150 S. Page Street • Southern Pines, NC 28387• [phone]• Cert. No. P-2587 2�Zy sHeer No.

NOTE: .�
ALL RCP PIPE ON THIS PROJECT SHALL BE PERMANENT DITCH SECTION TO BE
LINED WITH Know what's below
NCDOT CLASS IV DITCH SECTION WITH SYNTHETIC MATTING.
MBOTTOM MIN U Call before you dig.
NOTE: J ® Dial 811
THE NCDOT SHALL NOT OWN OR BE 4' VERTICAL SYNTHETIC MATTING p0 OrCausoo-282-7411
RESPONSIBLE FOR ANY DRAINAGE LINING HEIGHT. 3:1 MIN SIDE SLOPES
STRUCTURE OR DRAINAGE SWALE OUTSIDE 100' MIN LENGTH.
OF THE PUBLIC ROAD RIGHT OF WAY. THE EXISTING USAG
HOMEOWNERS ASSOCIATION SHALL BE WETLAND LINE co
RESPONSIBLE FOR MAINTENANCE AND / '' s LOT 129
UPKEEP ON ALL DRAINAGE STRUCTURES --�I ; PERMANENT w LOT 125
AND SWAGES OUTSIDE THE PUBLIC ROAD OPEN SPACE --- ------------ -SWALE 35 w I
RIGHT OF WAYS.
------
PROPOSED 20' PUBLIC + (n
NOTE: -__PERMANENT DRAINAGE I+ -0 0 -----------------------
ALL I Z
LOTS SHALL ONLY ACCESS 20' PERMANENT PUBLIC , EASEMENT t s ( 'W z
LOT 130 I I C�, g u� ,
INTERNAL SUBDIVISION ROADS. STORM DRAINAGE EASEMEN rn
T `` LOT 132 I H-
\ 4 1 { ! O LOT 124 1 =0c -----
PIPE 6 W/ NCDOT --------- ------------I N PERMANENT D{c,i I rrb�7
HEADWALLS (BOTH SIDES)------------------- SWALE_36-------------' Ul
-i ++ 24 RCP 73 LF @ 0.50% --STOP SIGN (TYP.) ----- ;� o
INV IN ELEV: 210.30' - -----10' X 70' NCDOT D
PERMANENT INV OUT ELEV: 209.94' LOT 131 -`SIGHT DISTANCE (TYP.)Irn oz
LOT 134 SWALE 39 t + , , Ico CD
\ ; 25 R (TYP.) I w w LOT 123
+ __-------.EXISTING 4 SEWER cn
FORCE MAIN ---------------I I "'
' �, LOT 135 + _
PROPOSED 4
NOTE: � � \ ,� STA. 26+48 W-1 � \ ' � `----- __SEWER FORCE MAIN
AN NCDOT ENCROACHMENT AGREEMENT PROPOSED 10' 1- 8" X 6 TEE
SHALL BE REQUIRED FOR THE -SEWER !`,{ �� UTILITY ,1- 6" GATE VALVE
FORCE MAIN AND WATER MAINS INSIDE � � EASEMENT (TYP.),---
1- F.H. ASSY. -' '`~ - ` • i
THE NCDOT RIGHT OF WAY. \-o�Oy; ( ) +50. 0 28+00.00
LOT 111 >> .9�`` .� 26+50.00 27+00.00 8+5 .00
`� }oo. o 2s+o
(60' PUBLIC R/W) oo0 2AAR
+5000
m , 2500 00 2 d — b£Sd - 3o�4Q00
wE V'�S ,
PERMANENT 10' X 70' NCDOT
o xo S SWALE 34
SIGHT DISTANCE (TYP.)
PROPOSED 20--------- ! PROPOSED 8" STA. 29+28 W-1
r----_
! - -- ASPHALT ROADWAY { WATER MAIN I STA. 0+00 W-2y
k5o i c - d ! 1- 8" X 6 TEE STA. 30+95 W-1
23 ��Sd PERMANENT -- STA 25+88.42 { » - _ Ind „
+ + I , 1- 8 GATE VALVE - w 1- 8 PLUG
m x o00 _ 5'WMIN 33 - PIPE 5 W/NCDOT s { r .I 1- 6" GATE VALVE 1 �s 1_ 8„ GATE VALVE '
, 3 d + \ HEADWALLS BOTH SIDES I , p&
cl PERMANENT ,Z \, PROPOSED �, `; 24". 40 LF 0 0.50%
SWALE 32 -ROADWAY DITCH I I ,
\ PERMANENT DITCH SECTION TO BE 1
INV IN ELEV: 210.82 I I I I
a i INV OUT ELEV: 210.62 + LOT 120 / ,
PROPOSED WATER SERVICE (TYP.) ' \ LINED WITH SYNTHETIC MATTING 75 1 s ► it
I i LOT 121 i
EITHER SIDE OF PIPE. DITCH SECTION% i ------ _____
PROPOSED SEWER SERVICE (TYP.) � _
- { L____ -- i L_-__ �' ' �r LOT 122 r r
WITH 4' BOTTOM MIN, 4' VERTICAL `� LOT 118 It-
WITH
a , , - ` , tom____`•._.,
SYNTHETIC MATTING LINING HEIGHT. \ ;�
,� LOT 110 0 3:1 MIN SIDE SLOPES. + -----------
�crf \ > � PH
, ASE 3 -
X ;; �� � \ A, RE.PHASE '----_�_
LOT'117 -
\ \ -----------------
LOT 116
N \ e`\ i' ` �' r ' 1 i I `7
t
CO
SHORELINE DRIVE & W- 1
PVI STA: 25+17.99
PV ELEV:213.87
K: 49.15
o VC: 128.08
N LOW T. STA:25+57. 4 00'
L 230 230
HA N + N
01 u.i N ui L-1 PVI STA: 29+8 .09
>,
PVI STA:23+ 4.74 8 > cn > CE PVI ELEV:218,22
d:
PVI ELEV:217.73 m > w M 0 L6 K: 30.00
`. K: 89.57 ai w 0+0 + N VI STA:28+7 .74 LVC:60.12
225 N o M co 225
IGH PT. STA:2 +62.69 0.00
r�i I 06
a— •• LVC360 05 + N + N
o HIGH PT ELEV: 17.26 (n cn w N iii M
N > m > W
� CD co
220 > °° N CD N °° w 220
w PROPOSED GRADE v v
� > 0.50%
WEXISTING GRADE m w w 0%
a 25
t�
215 2 '°' 0.50% 215
cl
z PROPOSED 24" RCP
a 3' MIN.
210 COVER STA. 04 00 W-2 u7 0 w 210
0 1 - 8" ATE VALVE o 0-- CD
1- 8" < 6" TEE ' oo 00
PROPOSED 8" PVC 1- 6" 13ATE VALVE
03 205 3 MIN C900 WATER MAIN cn 205
a STA. 26+48 W-
1 - E GATE VT E
N 1 „ X 6" TEE
N PROPOSED G ADES 1 - F H. ASSY.
ao ao ao o a,
(6 d d d: L6 u7 ao
O r N N N N
aof
23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
w
o SCALE: 1» = 50'
50' 0 25' 50' 100'
a �
E w
� w
�c
REVISIONS
sin. DESCRIPTION DATE o'!-Lj,ku.ptlq,��4 SHORELINE DRIVE AND W-1
,.� 'Essi UTILITY IMPROVEMENTS DEC. 2023
° = TO SERVE PROFILE VIEW oA�E
w _ . Q` s
� � '� -
m _` = NORTHGATE PHASE 2 AND PHASE 3
En � neer� n PLLC FINAL DRAWINGS
,,,.o .....� �';. MOORE COUNTY, NORTH CAROLINA C-7
a- cn �•-h..,T„„ ' NOT RELEASED FOR CONSTRUCTION
�; 0 150 S. Page Street • Southern Pines, NC 28387• [phone]• Cert. No. P-2587 Ib-Zy SHEET No.

NOTE:
ALL RCP PIPE ON THIS PROJECT SHALL BE
NCDOT CLASS IV
NOTE:
Know what's below THE NCDOT SHALL NOT OWN OR BE
Call before you dig. RESPONSIBLE FOR ANY DRAINAGE
STRUCTURE OR DRAINAGE SWALE OUTSIDE
® D800-28 OF THE PUBLIC ROAD RIGHT OF WAY. THE
Or Ga11800-282-7411
-----------' HOMEOWNERS ASSOCIATION SHALL BE
EXISTING 4" SEWER RESPONSIBLE FOR MAINTENANCE AND
_-- r UPKEEP ON ALL DRAINAGE STRUCTURES
FORCE MAIN � ---`_-'- �` ( � --------------� '
' I -----------
___-, EXISTING USAG AND SWALES OUTSIDE THE PUBLIC ROAD
t __ ��----------`"; I ;- ', ` s LOT 128 WETLAND LINE RIGHT OF WAYS.
�HL80�N(jt
�10Z�)�C�Z,4'
6 `; � , 6`--- - ' � ; LOT 130 LOT 129 1 3y 't OPE P C NOTE:
ObN Qt210 ON ; ` �: I LOT 131 1 ALL LOTS SHALL ONLY ACCESS
LOT 119 �' + i 1 3 i PROPOSED SEWER
SERVICE (TYP.), PERMANENT DITCH SECTION TO BE INTERNAL SUBDIVISION ROADS.
+ i ; PROPOSED WATER 48 R LINED WITH SYNTHETIC MATTING 75'
---- STA. 0+00 RD-2 EITHER SIDE OF DITCH OUTLET. DITCH
L-------------------- _ i i I PERMANENT i SERVICE (TYP.)
------ STA. 13+28.80 RD-1 SWALE 37 ', 1 / SECTION WITH 3' BOTTOM MIN, 4'
- -----PERMANENT 1 ' ' \ HEIGVERHICAL T. 3 1Y MIN SIDE DE SLOPES.ING
SWALE 4--------- SWALE 36 � EXISTING 6" SEWER L-"""-
s , L--- __-- -
5' MIN 25' R (TYP.) _FORCE MAIN
LOT 1120 I STOP SIGN (TYP.) I
4+r�p.
' STA. 29+28 W-1
— . .
NOTE: 1 L----STA. 0+00 W-2 •r50� A
AN NCDOT ENCROACHMENT AGREEMENT -- -- 1- 8" X 6" TEE 0+'OAO 1+50.00 2+ 0.00
SHALL BE REQUIRED FOR THE SEWER --- 1- 6" GATE VALVE_
FORCE MAIN AND WATER MAINS INSIDE r' 1- 8" GATE VALVE SCOTLAND STREET (6O PUBLIC RAWEXISTING
THE NCDOT RIGHT OF WAY. I — =! _.,, 25' R (TYP.) WETLAND LINE
G
LOT 1121 10' X 70' NCDOT RAW i - ,
SIGHT DISTANCE (TYP.) � - i - - � r____._- ,,``
' STA. 5+17 W-2
_STA. 0+721 W-2 -PERMANENT- --, ! - ` "" ,I �� 1 2" GATE VALVE
PROPOSED 20 j " --, , 1- BLOW OFF ASSY.
--_....ASPHALT ROADWAY_.,' ' r 1- 6" X 6 TEE , � PROPOSED 2 ' ,.'
\ J ,� 1- 6 GATE VALVE SWALE 38 l ,` WATER MAIN
it
1- F.H. ASSY. it I
„ ; ! PROPOSED 10' I LOT 127 '
1- 6 PLUG TAPPED 2 + ( UTILITY EASEMENT ,
°-® 1- 2" GATE VALVE
LOT 122 it
O
SCOTLAN D STREET & W- 2
T
0
� N
0) I
225 225
r7 0 PM STA:2+ .60
a+o + N PVI ELM 21 .87
N o K:30.00
LVC:48.7 N
t~!) W N W 0 C�
220 _ - - 220
`+° _NELEV: 215.16 C-A ' -PROPOSED GRADE w
cn
m (� °'
m W + N
215 o Q .. 215
PROPOSED 3 PVC Au~i w
SEWER FORCE MAIN 3' MIN.
COVER
a
210 18" MIN. 210
COVER
> CL
o
> PROPOSED 2" PVC
ON 0 H I j f-
SDR21 WATER MAIN
205 + " 7
0 W - �, >_ 205
0N � - - Q Q _! > (n
00 ^ OD o X Q_ N -� Q
�<j C
io i+, ti CO ' > PROPOSED WATER MAIN DOES NOT CROSS
W o OVER PROPOSED STORM DRAINAGE EXCEPT
VI 3:: WHERE SHOWN IN THE PLAN VIEW
200 200
PROPOSE D GRADES Ln N m N
a0 4 0 I I M
to .- o
N N
0+00 1—�00 2+00 3+00 4+00 5+00 SCALE: 1" = 50'
50' 0 25' 50' 100'
REVISIONS
sYM. DESCRIPTION DATE ,.����NcRO,••, SCOTLAND STREET AND LINE W-2
••�'�°��` Essi UTILITY IMPROVEMENTS DEC. 2023
TO SERVE PLAN AND PROFILE DATE
s
_ NORTHGATE PHASE 2 AND PHASE 3 FINAL DRAWINGS
Engineering ., PLLC � A Gs
, .o•�G�"E ��` �'� MOORE COUNTY, NORTH CAROLINAC-8-
150 ,,,, ,,,;;, ,� . NOT RELEASED FOR CONSTRUCTION S. Page Street • Southern Pines, NC 28387• [phone]• Cert. No. P-2587 Z'S,'2y SHEET No.

�� cR Nc cRip NOTE:
'� Hq� Nqp J�83 ALL RCP PIPE ON THIS PROJECT SHALL BE
I�g83 (2p��) NCDOT CLASS IV
Know what's below �20� � NORTH C THE NCDOT SHALL NOT OWN OR BE
Call before you dig. ' �� Np - -� � RESPONSIBLE FOR ANY-DRAINAGE
® Dia1811 RT,y -- � STRUCTURE OR DRAINAGE SWALE OUTSIDE
Or Cali 800-282-7411
�T-108 f-o m
t EXISTING 4" SEWER �� l - ,f ';�_ HOMEOWNERSI AS OC ATION SHALL/BE THE
FORCE MAIN PERMANENT ;,-�> RESPONSIBLE FOR MAINTENANCE AND
y LOT i 35 _ ---_� t LOT 110 � / SWALE 29 �
L---------------PHASE 3 � ; ;i`' rn UPKEEP ON ALL DRAINAGE STRUCTURES
,, ,
PHASE-2 _� N �---------------`-� � ��` STA. 22+18.36 RD-1 AND SWALES OUTSIDE THE PUBLIC ROAD
.-__________ ___ w PERMANENT �y LOT 115 ````�'',�_ / STA. 0+00 RD-4 RIGHT OF WAYS.
___ s - t "' SWALE 32 � � i
-ty ; LOT. 111 EXISTING 4" SEWER t � STA. 18+59.77 RD-1 ,'`PROPOSED SEWER � � /PIPE 4 � � NOTE:
� Z � � � � - � 18 RCP 54 LF � 0.50%
w FORCE MAIN � STA. 0+00 RD-4 ,� SERVICE (TYP.) % INV IN ELEV: 215.22 ALL LOTS SHALL ONLY ACCESS
�p� �`� �, �, PIPE 3 � � ;` PROPOSED WATER � CO ��INV OUT ELEV: 215.00 INTERNAL SUBDIVISION ROADS.
�N STA. 7+20 W-1 t L 18„ RCP 48 LF C�➢ 0.50% SERVICE (TYP.) -/ i -
z'� INV IN ELEV: 213.62 �\ � 25 R (TYP.) PERMANENT
STA. 0+00 W-3
� 1- 8" X 6" TEE t INV OUT ELEV: 213.39 PERMANENT STA. 7+20 W-1 � STOP SIGN (TYP.) SWALE 28
„ �'' 25' R TYP. SWALE 31 STA. 0+00 W-4 - .RAW 8ZSd
EXISTING USAG 1_ 8 GATE VALVE t N { ) 8ZSd- W
WETLAND LINE 1 6�� GATE VALVE >-£Sd-R�W�ti£Sd 1- 8" X 6" - TEE �—
1- 6 TEMP. PLUG
1 8" GATE VALVE °��0 ° 60� PUSLIC R�
88 LF 8" PVC WATER MAIN- 1- 6" GATE VALVE pORCHESTER DRIVE
� � � 0+50.00 1- 6" TEMP. PLUG .,..
T;`112 � WIL SBURG DRIVE (60' PUBLIC RAW) 150 LF 6" PVC WATER MAIN �� RAW � EZSd . .
�_ PERMANENT � --_.
___ S__WALE 29 � � 0£S -R/W EXISTING USAG / -° T'
r---�` �
�, _ _ ,- -��� � i _� PERMANENT WETLAND LINE N SPACE � ��a ;r '� - _ � c SWA ANENT
-- y --{ SWALE 30 PERMANENT � �� ---,m � LE 27
,' - �,''�''� � � cn � SWALE 26 � - / ;n, m
�� 10 X 70 NCDOT � _ � � � �
r---------------,n' r,.�
,� SIGHT DISTANCE {TYP.) � �' ;� ;�' -a '1 /PROPOSED SDR21 D
LOT 113 r / � � _ � „
., I � ' � � > � � � ! ;8 WATER MAIN m
��'� � - 3 ' % PROPOSED 8" s � � � 1,`
", � / � WATER MAIN V
�� .,,.PROPOSED- 10' �` / �� �, I v `��- ,__ LOT 107
' UTILITY EASEMENT �,� � V �� � QJm `� '�- _^,�
J m� l` � J
r
Q ti LOT 109 � -
PROPOSED 10'
�� UTILITY EASEMENT
c� �'_ a�
a�
��
�<u NOTE: - p�'
AN NCDOT ENCROACHMENT AGREEMENT ��
SHALL BE REQUIRED FOR THE SEWER
FORCE MAIN AND WATER MAINS INSIDE
t� THE NCDOT RIGHT OF WAY.
WILLIAMSBURG DRIVE 8c W-3 DORCHESTER DRIVE 8c W- 4
N
.— i
r7 p �
230 i � 230 230 � � �' �` 230 -
� o u, o �
+ N
� � t� N00 — '�" � .—
NON Q
225 + � � + N 225 . �� N W
o Q 225 �- �- � 225
Q ¢ G'� � w cncnw STA. 0+10 RD-4
r t- � ELEV: 21 .94
cn cn w STA. 0+ 0 RD-3
220 ELEV: 21 .16 - 220 220
EXI T NGaGRADE EXI TING GRADE
. PROPOSED .GRADE _ 215 PROP 215GRADE
215 - .o 0 215
PROPOSED PROPOSED
24" RCP � ,,� 24" RCP � PROPOSED 6"
I � PVC WATER MAIN
210 � � 210 210 � _ 210
1 " MIN + �- 18' MIN + a
o � o �
� I » � � I
w w � �- `_
205 > > PROPOSED 6" 205 205 � w Q Q -� 205 -
� » °- PVC WATER MAIN � ~ w w a:
. i- �-
� � wwrZ N oQaCw �
N c� 4QWw ..� XC� (� t--
200 + xc� c� r h � - � _
'� - 200 200 . oo � � � z 200
z to �- � � � �
� I I I i Q ROPOSED G ADES P OPOSED GR DES. . .
co p �
d- ap
�ri d-
sca�E: �» _ so' 195 N N 195 195 � 195
�o' 0 2s' So' goo' 0+00 1 +00 0+00 1 +00
R ONS
�"""""'� DORCHESTER DRIVE
sin. DEscRIPTlonl DaTE ��N �� UTILITY- IMPROVEMENTS. DEC. 2023
�°�FE'"'"" WILLIAMSBURG DRIVE oA�E
ssi�.
TO SERVE
Q = _ PLAN AND PROFILE-
• = � � NORTH-GATE PHASE 2 AND PHASE3
EI'1 II'1�erll'1 , P �LC �Nc►N���.:��rr FINAL DRAWINGS
g � �o �.."...���' MOORE COUNTY, NORTH CAROLINA —
T �,� N C 9
150 S. Pa e Street •.Southern Pines NC 28387 . 910 684-8646 • Cert. No. P-2587 N���"��` •16:2y OT RELEASED FOR CONSTRUCTION
g � � � SHEET N0.
i