SW6240106_Plansheet C-4-8 - Other_20240516 (5)

\ �NOTE: / / NOTE:
CONTRACTOR SHALL BE REQUIRED TO CUT 20' PERMANENT STORM DRAINAGE EASEMENT `• CURVE 1 CURVE 2
s
CONTRACTOR SHALL REGRADE DRAINAGE SWALE ON OUTLET OF PIPE 4 3' � R - 349.94 R - 600
,
EXISTING ROADSIDE DITCH AS OPEN SPACE TO / - L - 174.48 L - 673.68
NECESSARY TO PROVIDE 'WIDE BOTTOM MIN WIDTH WITH 3:1 SIDE SLOPES
INSTALLED @ 1.00% GRADE MIN. TO DAYLIGHT. REMAIN NATURAL 0000, ' POSTAL KIOSK CH. L - 172.68 CH. L - 638.85
PROPER DRAINAGE (TYP. BOTH CONTRACTOR SHALL INSTALL A DOUBLE NET AND AMENITIES CH. DIR - 21"33'53" CH. DIR - 15204429
SIDES OF PIPE) �-- STRAW BLANKET ON ALL DISTURBED AREA OF CENTER. SEE
STA 0+22.43 SWALE IMMEDIATELY UPON COMPLETION OF PROPOSED 2" PVC LOW SHEET D-2
PIPE 1 SWALE. ' - PRESSURE SEWER SYSTEM 1 NOTE:
64 LF 18" -RCP • '�'""' - '
6 2 1 -� 1`• - ' oSTA 7+00.00 PERMANENT*NS a 16�' r ALL LOTS SHALL ONLY ACCESS INTERNAL SUBDIVISION ROADS.
r+j - \ 1 `-
\ ...,/ RCP � 0.50% � o ,� l
INV IN 214.72 FLOOD LINE 52 LF 30» '�>,,
INV OUT 213.25 ,,
CURVE 1 N PROPOSED 20' W/NCDOT HEADWALLS WETLAND LINE
ASPHALT ROADWAY 5' MIN. EITHER END 1 LOT 14 ��'`,
r ,
35' R (TYP.) INV IN 207.12 '
r- (n
\ U INV OUT 206.60 ,
' LOT 1 b FLOOD LINE
\ 2+00.0 2+50.00 3+00.00 3+50 00 4 00.00 + ~ STA 7+90.90 RD-1
a- ++50.00 PROPOSED WATER
STA 0+00.00 RD-2 SERVICE TYP.
4 50.00 5+00.00 5+5 .00 U '
PROPOSED h0oQ0 SHORELINE DRIVE 6+00.00 6+50.00 ^� ;' / (TYP.)
STOP SIGN 1 60 R/W PUBLI �+ oo
\ \ x o 00 > , •�"S-cF-' I . . •. . 7+50 00 LOT 16:
\ \ . " PERMANENT SWALE 1 . . EB �j -
PROPOSED o �/ - _ 8xs0 0 LO`1'. 17 -
SIGN VS STA 1+11 W-1 -
EASEMENT 1- 6" GATE VALVE 5' MIN. PERMANENT SWALE 2 9xo �> '
STA 7+20 W-1 PROPOSED 10 STREET
\ ,-- 1- 8" X 6" TEE ------ _ STA 3+93 W-1 STA 0+00 W-2 '8 °o CURVE �,` TREE EASEMENT AND
�J r 1- F.H. ASSY. �- ---------------- �, - 1- 6" GATE VALVE �•� 9"S \ PUBLIC UTILITY EASEMENT
�- 1- 6 GATE VALVE ------------ r--_________ " o ,
STA 0+82 W-1 10' PERMANENT 6 „ „ I -1- 8 X 6 TEE - 5' �• o
� t � I 1- 8 X 6 TEE ---, 25 R • . \ `., ,� PROPOSED SE �
N 1- 8 45 BEND UTILITY EASEMENT ON , 1- F.H. ASSY. 1- 8 GATE VALVE + °
\ NORTH SIDE OF PIPE t f E r ! 1 (TYP.) ;� �Ox o SERVICE ��TYP.)
STA 0+37 W-1 ti t � , r - PROPOSED ` \ � �
t , ; ; I f LOT fi r 1 , ��. op ;
c
STA 0+00 W-1 1- 8" 45° BEND °
EXISTING , LOT 3 t ! 1 ,1 STOP SIGN LOT 1&' °t
» 1 LOT 2 1 ; ,
1- 8 X 8 TEE `, LOT 1 I o LOT 5 _ --' L--------------� I
1-8" GATE VALVE _ ---- - _
- " PERMANENT SWALE 3 -`' t' �� �� PROPOSED 3" PVC LOW
- --_
CONTRACTOR SHALL , - PERMANENT SWALE 8
" \, ___, _.� � � Opp PRESSURE SEWER SYSTEM` r ,
REMOVE EXISTING 8 PLUG - '
AND TIE TO EXISTING 8" 1 - "' - ' _ _ ,
O \ EXISTING $" __ - M � ' _7 PROPOSED 8" PVC • _ 1
GATE VALVE •. 20 PERMANENT O ' ' LOT ag '
�� WATER MAIN - ` - ------------- ¢ -'f C-900/ WATER\MAIN �xs ,R LOT 22 J' r
LOT 23
UTILITY EASEMENT --__, � � r_________________ 1
�
O , r r PROPOSED 20
v O PERMANENT SWAVi- LE LE 19--- `t 1 -- '
t t `- l PERMANENT SWALE 9° , ASPHALT ROADWAY
t t LOT 9 LOT 8 J '� p ,t t t � � °
-' •� N 4__ PERMANENT
\ \ r
LOT 10
, It
r , c;i ' , SWALE 7 r . I LOT 21
it LOT 11 \ 1 ch 7 LOT 53 - ,
LLILOT 12 t t ' ------ r r , .'
rr LOT 13 �.____________ , If
m � ' _ LOT 74 �' STA 11+59 W-1
1- 6" GATE VALVE G�.00 \` \` , . .
W
_ 1- 8 X6 TEE
`n 1- F.H. ASSY.
n NOTE:
PROPOSED WATER MAIN DOES NOT CROSS THE NCDOT SHALL NOT OWN OR BE
OVER PROPOSED STORM DRAINAGE EXCEPT RESPONSIBLE FOR ANY DRAINAGE
STRUCTURE OR DRAINAGE SWALE OUTSIDE -
0
o WHERE SHOWN IN THE PLAN VIEW OF THE PUBLIC ROAD RIGHT OF WAY. THE Nc G
HOMEOWNERS ASSOCIATION SHALL BE NOTE:
ALL RCP PIPE 'ON THIS PROJECT SHALL BE N
W THE CONTRACTOR SHALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND Know what's below
UPKEEP ON ALL DRAINAGE STRUCTURES NCDOT CLASS IV 7g /
= INSTALL D STOP
Call before you dig. 83 SCALE: 1" _ 50'
� RESPONSIBLE FOR COORDINATING THE AND SWALES OUTSIDE .THE PUBLIC ROAD
o APPROVED STOP SIGNS RELOCATION OF ANY EXISTING UTILITY Dial �2
AT ALL STOP CONDITIONS RIGHT OF WAYS. o>>� 50' 0 25' 50' 100'
REQUIRED THAT IS LOCATED WITHIN THE Or Call800-2sza411
N PROJECT AREA. SHORELINE DRIVE & W-1cn
°RT
ti
W
230
Of
225 0 0
225 ry (01`0 225
N '
a pc6 - � 0) ,
o p+ N O N N PVI STA: 10 40.33
N PVI ELEV: 212.87
o PVI STA: 2 92.59 ¢ �i
220 .. EXISTING GRADE PVI ELEV: 10.7775 E- K: 149. 4
P I STA: 7+20.47 tow LVC: 18 .06
a 220 PROPOSED GRADE PVI STA- + a� co 0
PVI ELEV:2 9.55 HIGH PT. STA: 10+59.39
220
.0 LVC: 14 .23 K: 581.67 c`! ch �
r K: 142.4 co HIGH PT ELEV:212.59 � N
rn F_. N r LVC: 142. 3 LVC: 147.89 + + N
T
2 700 + N rIN
�+i N 04
LO rn LOW PT. STA: +37,75 rn m m U >
a 215 ° •• W . WCO (0 o LOW PT ELEV 209.73 0 0 + > U W
215 � > � > � co W 41105
> W W W iri 0
m W 6 > co > LJ
> m > W m W
m m W 0.75%
3' MIN.
- 210 210
z 0 o.5o°i° ° COVER
i
CL Z o
w Z
o LL
Q I m j w W
�- m
LO }
a 205 O 00 Lr
d 'n .- cn 24" MIN.
205
o _ w wl o 00 + ^ x = 12" MIN. C900 WAD R'MAIN I Q w
00
Q w Q I oo � PROPOSED �
t i i t~n EQ- I I I LOW PRESSURE �, w ~to
w CONTRACTOR SHALL CENTER 20 F- <
to .- .- I � » SEWER MAIN � ¢ a
2OO 2001. LF 8 DIP UNDER 30 RCP AND w w !- x .
r� Q INSTALL 2-8 45 BENDS AS J w J (0 00 UL200
z + x NEEDED TO CROSS UNDER RCP. �I > > Q
►� _ � t-
g 00U_ OOw � w for -- e-
195 v I I I + + 0xc¢�
0
195 PROPOSED GRADES
Q �
�
� N o0 00 r. d ao c� oo H I I I N 00 d 00
(D (0 O N p N 00 M v) to p 00 d tt� O
''� a o0 L6 � O O 0; p N N N
to
m 190 N N N N N N N N N N cv cv N
c'Y 0+00 1 -+00 2+00 3+00 4+00 5+00 6+00 T+00 8-E 00 9+00 10+00 11 -�00 12-�00
a �
o -
a
Y REVISIONS
SYM. DESCRIPTION DATE ,,,•��Nyy% UTILITY IMPROVEMENTS SHORELINE DRIVE AND W-1 APRIL 2024
N MOORE COUNTY COMMENTS 2 4/22 �•` .OFESSi ' •� PLAN AND PROFILE DATE
m Q�- TO SERVE
�•
WINDFALL LAKES PHASE 1 FINAL DRAWINGS
a- C3
Engineering ., PLLCc�NE� j-- ��1 MOORE COUNTY, NORTH CAROLINA C-4
�,,,T,,, ,? .,•' RELEASED FOR CONSTRUCTION
150 S. Page Street . Southern Pines, NC 28387• [phone]• Cert. No. P-2587 �o Z4 SHEET No.
_ �

N�
Know what's below
ovpb Call before you dig.
Dial 811
.7 Or Call 800-282-7411
983
,:? 1 4
o,
CURVE 2 .9N
R - 600 CURVE 3
O�ry
L - 673.68
R - 600
CH. L - 638.85 L - 389.75
CH. DIR - 152.44'29" CH L - 382.93
NOTE: CH DIR - 139.11'5"
CONTRACTOR SHALL BE REQUIRED TO CUT j 1
DRAINAGE SWALE ON OUTLET OF PIPES 8 & 9
3' WIDE BOTTOM MIN WIDTH WITH 3: 1 SIDE LOT 21 t !a PERMANENT SWALE 17 LWEE AND OPEN SPACE
SLOPES INSTALLED @ 1.00% GRADE MIN. TO LOT 27 TO REMAIN
DAYLIGHT. CONTRACTOR SHALL INSTALL A PROPOSED 2 PVC << NATURAL
Pf�OPOSED 20 20 PERMANENT STORM
DOUBLE NET STRAW BLANKET ON ALL SDR 21 WATER MAIN t» ASF.I-1AI=T_ROADWAY - ----DRAINAGE EASEMENT
__
,-- _ +
DISTURBED AREA OF SWALE IMMEDIATELY UPON LOT 20 --- ------ -------,- - -----_- ;----___-_-_-__,
COMPLETION OF SWALE. ! +
a PERMANENT SWALE 11
' i �J• U EI)PERMANENT
PRMANEN T------1i LOT 29 I LOT 30 !i f I !I I !I -----_----__-S i ! ;I r 20, PERMANENT STORM
-----__ DRAINAGE EASEMENTO SWALE 10 ________--_NOTE: PROPOSED 2Q
-- -----------
ALL RCP PIPE ON THIS PROJECT SHALL BE t ASPHALT R04DWAY
` ------ ! ! ! ! I r I t LOT 33 LOT 77
NCDOT CLASS IV `-- .- PROPOSED O ' f t ' `
PROPOSED 3 PVC LOW f i LOT 34 1 1 F LOT 76
STOP SIGN- L___ _ +r -PRESSURE SEWERS SYSTEM PROPOSED WATER SERVICE (TYP.) f LOT 35 r- LOT 36
TYP• tv STA 0+00.00 RD 3 !PIPE 9
Q ( ) PROPOSED SEWER SERVICE (TYP.) + „
STA 14+15.09 RD-1 -- --__ ___ ! ,! STA. 21+62.09 RD-1 PROPOSED 4 PVC LOW
W Q- - MIN. PROPOSED 20' `-`� --'--_____� 54 LF 30" RCP 0 1.85% + PRESSURE SEWER SYSTEM,
-00 13 00. 13+50 _ CONTRACTOR SHALL END
p 14 00.0 "" ' ASPHALT ROADWAY W/NCDOT HEADWALLS N I
NOTE: _ 14+50.00 - .._.... - EITHER END - -- -_____ ___ I CONSTRUCTION PHASE
---------
THE NCDOT SHALL NOT OWN OR BE 11_5 5+00.00 15+50.00 ._ INV IN 209.03 �` - , AT STA 22+70 RD-1
RESPONSIBLE FOR ANY DRAINAGE -- .Q -.----�Sd . _ 1 +00, 0 16 0.00 INV OUT 207.14 CURVE 3
STRUCTURE OR DRAINAGE SWALE OUTSIDE �-- . . . - 60, 17+0Q00 17+5 .00 1 +
OF THE PUBLIC ROAD RIGHT OF WAY. THE -STA 13+25 W-1 `•5. 6Sd- /W PUBLIC 00.0 11 00 19+ 000
HOMEOWNERS ASSOCIATION SHALL BE 1•Sd -SHORELINE DRIVE p .00 19+50.0Q p+00 p0 0 ko
STA 0+00 W-2 _. :Zl.S,�-
RESPONSIBLE FOR MAINTENANCE AND -
UPKEEP ON ALL DRAINAGE STRUCTURES 1- 6" GATE VALVE : • • • 20+50.00 1+0 o�50.
AND SWALES OUTSIDE THE PUBLIC ROAD --1- 8" PLUG TAPPED 2" `; - PIPE 8 • • ' - 21+50 22+00.00 22+5000 23 STA 22+20 W-1
RIGHT OF WAYS. 1- 2" GATE VALVE ;PROPOSED 10 STREET--_ ____ ..,_ "
1 , TREE PUBLIC UTILITY --__ STA. 15+90.05 RD-1 1- 8 PLUG
1- F.H. ASSY. a PERMANENT -- 5 MIN. . ' ' -- STA. 21+45.42 RD-1 •
' + EASEMENT {TYP.) 44 LF 24 RCP ® 1.00% •�� PERMANENT SWALE 15
1- 8 X 8 TEE + SWALE 9 r-----__-__ . .
1- 8" X 6" TEE + INV IN 207.24 1 --__� _- PERMANENT SWALE 12 STA. 15+29.10 RD-2 STA 21+58 W-1
' LOT 5fi INV OUT 205.24 I - -- ------ _ / »
3 ! a ! ----- -- --- w 1- 8 X 6 TEE
1- 8 GATE VALVE i LOT 57 i i i STA 17+68 W-1 r ---- 35 R (TYP.) »
i ; 1- 8 PLUG
E LOT 58 » ! ! __--_____
1- 6 GATE VALVE ! ! t -----_-__� rr »
cr_ ! t t r LOT 59 1- 8 X 6 TEE ' I LOT 62 © STA. 21+16 W-1 1- 6 GATE VALVE
-_ ---------------
0 • STA. 15+33 W-2 ---1- F.H. ASSY.
°° 1 F.H. ASSY. ! a t LOT 96
LOT 54 -� ' + + r + LOT 63 1- 8 X 6 TEE 1- 8 GATE VALVE
GATE VALVE
Lil It '-------_--- ' ! + ! + ! , , j , ! » » »
- a r ! r ! ! ! Lu _ » 1 I LOT 9
_ _ ------ ! t ! ! LOT 61 'LOT 60 a r f / /1- 8 GATE VALVE
i mQ
� PROPOSED WATER MAIN DOES NOT CROSS PERMANENT SWALE 14 SCALE: 1" = 50'
o OVER PROPOSED STORM DRAINAGE EXCEPT NOTE:
50' 0 25' 50' 100'
m WHERE SHOWN IN THE PLAN VIEW ALL LOTS SHALL ONLY ACCESS INTERNAL SUBDIVISION ROADS.
W SHORELINE DRIVE & W-1
W Z
in 0_
N ~
00
30
cn
N O z
d- t- 0 Li
w d- N VAN
x
rr WO0
E N � = NN ��
a VI STA: 21+7 .92
CL N
PVI ELEV: 21319
V) K:338.56 Z
a
VI STA: 15+77 92 LVC: 143.09 w to w
o 20
of K: 149.67 0o N M
`�' to O LVC: 149.61 CN + nl
a c'm N
+ o LON . .
-0-- j ui
L W PT ELEV:210.37 o U m U W
N + N EXISTING GRADE
PROPOSED GRADE > > o
•- 15
J > >
to W m W
LL 0 0.50%
CL
L 3' MIN. 10
PROPOSED COVER
m 5' MIN 24 RCP END CONSTRU TION
I-: o --'-PHASE 1
v 24" MIN.
N PROPOSED 8" PVC O5
C900 WATER MAIN
o _ W 0- W W > w CONTRACTOR SHALL CENTER 20 _ w w w _
I Q Q ¢ w w ¢ CONTRACTOR SHALL INSTALL 20 LF 8" � > LF 8" DIP UNDER 30" RCP. cj I Q Q I w -'
a DUCTILE IRON PIPE CENTERED ON THE W =
a to ILO � � � � � � _ 00
Q J ¢ io co Q ENDS OF THE PROPOSED RCP PIPES + o x
3 O � 0 , x x 0 EVEN THOUGH THEY DO NOT CROSS w _ _ + caa + x ¢ � N CL
UNDER THE PIPES. co ao t� N = - - N - _ - N
J to 00 N co 00 00 I I I CID co 00 0o (i 00
I- 11 I I I I I to � � H
I- I- I I I Q
� Q � ¢ �
a
95
0
z
Q
Z
g
PROPOS D GRADES
or, � O M 0 00 0000• - OR r0 0ORdN•-
O 3 O O O 04 N n
N N N N N N N N N N
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
N �
'3 v
REVISIONS
4j•' SHORELINE DRIVE AND W-1
"ss".�• - UTILITY IMPROVEMENTS APRIL 2024
SYM. DESCRIPTION DATE a•``� NO '�-
a in MOORE COUNTY COMMENTS 2 4 22 onrE
m ;Q� TO SERVE PROFILE VIEW
WINDFALL LAKES PHASE l
of Engineering, PLLC -•.�G1NE�r �.- FINAL DRAwiN�s _o .......� � . MOORS COUNTY, NORTH CAROLINA
-� h,,,„„n„„,,,,. RELEASED FOR CONSTRUCTION
�; 150 S. Page Street • Southern Pines, NC 283879 [phone]• Cert. No. P-2587 �v-lo-2 SHEET No.

CURVE 4 CURVE 5 CURVE 6
R - 250 R - 500 -R - 350 PERMANENT SWALE 18
\\ i �� 12+00.00 12+50.00 oQ• ```' _ , ' PERMANENT ; 1 ;` L - 185.28 L 83.34 L - 549.78
♦ +50.00 13 '-- r
A 0000 13+50 - ___;` .SWALE 17 j CH L - 181.07 CH L - 83.25 CH L - 494.09
` p0 Q CH. DIR. - 108053'38" CH DIR. - 125°21'2" CH. DIR - 165°34'32"
LOT 1;4 00,
,
\ 10k50 •• -wow, - .. .. -• t`�- pp "�•. L___ i i r r r r r-___��
W1 _ - --.__.. " Sd 5+pp p p PROPOSED 20'
STA. 7+90.90 RD-1 / o _ i • t -J LOT 32
k5 0 • . ,,_ 5+sp op ASPHALT ROADWAY �___ L i
STA. 0+00 RD-2 9 • - . . . • - t _ t ! LOT 35 f -
r
G ------------------� .� PROPOSED 3 PVC LOW
X ,
•N1 ex �,-� - "PERMANENT SWALE 9{ _ __ "'' - =d-- $//ARE 17-f pp PRESSURE SEWER SYSTEMS
.� / ° / - • PROPOSED 3" PVC LOW ; !` +' ;```__ lid C/�E pRiV t�+5 .Qp STA. 21+45.42 RD-1r 1 r ?
° • . .PRESSURE SEWER SYSTEM r 1
'� 'Z--G to t �000 STA. 15+29.10 RD-2 L, 11
STA. 7+20 W-1 ```, '; r 1' �( tr �' r--�-_ _ - • �'�VI� p(JQ tB+Sp p STA. 21+32 W-1
STA. 0+00 W-2LOT 75 LOT 74 LOT 73 - o(ED///'
I 1 I i _7 r- : • 19+p --. -STA. 15+33 W-2
1— 8 X 6 TEE o°' PERMANENT SWALE 8 ' j E LOT 72 _ oo „
1- 8" GATE VALVE 25' f2♦ (TYP.) ! ! d- , _ is+sQ 1— 8 X 6 TEE _
1_ 6„ GATE VALVE NO
_ o+00 1- 6" GATE VALVE
PIPE 6 t ' / l { Qp 1- 8 GATE VALVE
oo , 1 y c6N ACTOR__$_HAL---BE REQUIRED TO COT ! ! `� 20+
STA. 0+26.20 RD-2 LOT 53 .4 I + ----D - ;` l LOT 70 ,` �l r- 5p 00 -
• ♦ ----------- RA NAGE SWALE ON TLET OF-!?1kE 4, , !'
72 LF 18 RCP ® 1.38� `, `�---------------- _ � � � ``-`-� ttOp Qo
X / WID BOTTOM MIN WID WITH 3:1 SID•E' OvPES
INV IN 209.39 r r r PERMANENT
INV OUT 206.39 INS ALLED 0 1.0 ADE MIN. CONTR CTOR'`'`�--__ r r LOT 69 � � _
- ' ; SWALE 12 22+p 00
/ oo / LL A DOUB TRAW B ANKET c_� ' �� _ 0
/ \ % `' "'~• 2z+5o
' ON LL DISTURBED AR A OF SWAL o0
1X `PERMANENT' LOT` 54 `�-� � 1 1 1 l - __, --�.,.•�
SWALE 7 IMME IA TELY UPON,CO PLETION OF SWAL
\ �e LOT 55 ---------- +__ —
/ r r ! LOT 66 `
oXh� STA. 0+26 W-2 � � � '' � r�--__ _ _ --_ _ ! ! r � `-� a ' PERMANENT
�. r , _J �_� , , - '� SWALE 15
1- 6" GATE VALVE (ED
i ED
v
„
d0pp 1- 6 X fi TEE L 1 , , 1 r __ _J i_.---�' � �! � PROPOSED
STOP SIGN-----__
�° .• 1- F.H. ASSY. `., - h ! !! (r , 1 p i { ' � '
� ; • •cn ` h ♦e r i � r 1 1 i I 1 + LOT 59 1 , r + `` - _ � : �
P r I r! r ;PERMANENT SWALE 13 5 STA. 3+23.21 RD-2
PROPOSED 2 PVC LOW QG STA. 5+71.59 RD-3 ' 1
PRESSURE SEWER SYSTEM ` ;' 1 PROPOSED 20' ASPHALT
- % LOT � ` � \ `�''----_ , ' + + r ,
, L----- 1 ROADWAY 1 r ? ! 1 , , , r ; , 8 1
\ ----_______ LOT 64
e\ ! ♦ CURVE 4 - r....___ t „ f ! F , 1 \ -
LOT _-___- L-------------- ' PROPOSED 2 PVC LOW i ` i it %' PROPOSED 6PVC +
PRESSURE SEWER SYSTEM- -_- I
PERMANENT SWALE 3`-<♦ �" - ! - + 5' MIN. C-900 WATER MAIN.
��____ ;r i/ � LOT 63 �` �` - ;-
PERMANENT SWALE 1 / LO
00
/ , ``� ^♦ ``♦♦ i c�"� a _ CURVE 5 -I- ------- - <♦`` ,``e
3 !` PROPOSED i - _ r,- CURVE 6
W ;'! ♦1 STOP SIGN °'_
a om ♦ �., , ` - •' _,...-
/ ,ED
IEW DRIVE 60 R/WPUBLIC v
W ` ,� ♦. +'STA. 3+53 W-2
o PROPOSED 2" PVC LOW r Nz_ _ 1- 6" X 6" TEE
<` ��``? �► PROPOSED 10' STREET d= —_ Sa '
i PRESSURE SEWER SYSTEM ` O •-�6� `
STA. 3+28 W-2 1- 6 GATE VALVE . _ - / PROPOSED SEWER ,
x r------------_TREE AND PUBLIC • • e>
!! Q- �! STA. 5+31 W-3 1- F.H. ASSY. 1 5 MIN. ,-; SERVICE (TYP.)
w \��`'� ; ; + UTILITY EASEMENT (TYP.) r--------------- STA. 7+34 W-2
v 2- 6 GATE VALVES + 1 -- 1- 6" X 6" TEE ---._• `-' ``0 LOT 40 -�1
NC GRID NAD 1P83 (2011) NORTH o04v " 1 1 -_ -PERMANENT SWALE 14 ;
m `� 1- 6 X 6 TEE LOT 50 1 1 + 1 i 1- 6" GATE VALVE
!
! + 1 + 1- F.H. ASSY.
f , 1 1 LOT 48 i 1 LOT 47 1 i i r r---______-_ _ _STA. 10+66 W-2 \ PROPOSED WATER
NOTE: 1 + i 1 1 + r - ,
o THE NCDOT SHALL NOT OWN OR BE LOT 51 r 1' +' 1 LOT 45 1 1 ,, _ _, ,-- `
' ` SERVICE (TYP.)
LOT 44 1- 6 GATE VALVE LOT 41 � ,
Know what's below RESPONSIBLE FOR ANY DRAINAGE 1 1 1 + LOT 46 1 + " `l \ -
+ 1 LOT 43 1- 6 X 6 TEE
Call before you dig. STRUCTURE OR DRAINAGE SWALE OUTSIDE 1 I ; I I 1- F.H. ASSY.
® Dial811 OF THE PUBLIC ROAD RIGHT OF WAY. THE NOTE:
cn Or Call800-282-7411 HOMEOWNERS ASSOCIATION SHALL BE ALL RCP PIPE ON THIS PROJECT SHALL BE LOT 42 NOTE:
Uj RESPONSIBLE FOR MAINTENANCE AND NCDOT CLASS Iv B AYVI E W DRIVE & W—2 x UPKEEP ON ALL DRAINAGE STRUCTURES ALL LOTS SHALL ONLY ACCESS INTERNAL SUBDIVISION ROADS.
E AND SWALES OUTSIDE THE PUBLIC ROAD
° RIGHT OF WAYS.
a
N
O -}
N
PVI E LEV:219.50
: 46.10
cl
L : 119.75 PV STA: 11+69.62
OR N HIGH PT STA:5+45.86 m °�° P I ELEV:215.96
U_ O °o O ai
wN � N
li; ui PROPOSED GRAD LVC: 109.89sm
o
CO 0 Pvl STA 1+50.00 > m > w EXISTING G ADE C � � � N
PVI ELE :212.07 m w + + N
N
ar N N K: 4-.25
e= LL! � LL! 'I'
m � M Wc0 co Lqrn i > m > W >>
ao r c\i m W Q W
N Q e- + N N W W
N O N in U 66 U 2 p6%
(> > (> >
m W 3' MIN.
0
v~i w <i w COVER °
a - -08 0.50°io PROPOSED 6" PVC
C900 WATER MAINUj
24" MIN. N
rn > w
W NJW W W� Q > >� w c'Q
4" MN. PROPOSED + lAj
¢ Q0
LOW PRESSURE 3 � w � � - _ � � tocnLli > >
o CONTRACTOR SHALL CEN R SEWER MAIN 00 Q0 N > co " �` + x a N � �
1-1
Q 20 LF 6" DIP UNDER 1 RCP. + c� x w t- I I -
z w w ¢ c0 cn c0 10 t� PROPOSE WATER MAIN DOES NOT CROSS ± ,�
g > > N w c0 co L X Q OVER PROPOSED STORM DRAINAGE EXCEPT N
n NwI � I > � Q + I I I 00 (000
Q I > > � Q I i `� co WHERE S OWN IN TH PLAN VIE < I I 1
Q-n _ w w c0 > PROPOSED GRADE Q
m0 � 0cOQQ + � X, tnN .— 00
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m �m 0000t0 ) I I N N N N N j N
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v
Y REVISIONS
J -
SYM. DESCRIPTION DATE �,`�•' tiNo�''4., B A YV I E W DRIVE AND LINE W-2
°u MOORE COUNTY COMMENTS 2 4 22 °?°¢�''E"s"si'' z', UTILITY IMPROVEMENTS APRhLT2024
°k TO SERVE PLAN AND PROFILE
m
=ate
WINDFALL LAKES PHASE 1
Engineering. PLLC 1 FINAL DRAWINGS
,.o�.�►".E•�� ;,r•'' MOORE COUNTY, NORTH CAROLINA C-T UpGN 6
150 S. Page Street • Southern Pines, NC 28387• [phone]• Cert. No. P-2587 ��''•jn"" lo-2y RELEASED FOR CONSTRUCTION
U CTI O N
SHEET NO.
i-�

Know what's below
Call before you dig.
® Dial 811
Or Cali 800-282-7411
CURVE 7
R — 250
L — 85.75
CH L 85.33
CH DIR — 200°12'25"
O LOT 13 I PERMANENT 20 STORM /
DRAINAGE EASEMENT ;
w LOT 12
p PROPOSED SIGN PERMANENT IT 9
EASEMENT F I SWALE 19A; I LOT 11 I I LOT 10 ; ;
m ! 6 i i 1 i i
PIPE 2 1 PROPOSED 2" PVC LOW
0 STA. 0+27 RD-3 PIPE 3 1 ; ,'' PRESSURE SEWER SYSTEM
to ( 64 LF 18" RCP @ 0.50% STA. 1+62.85 RD-3
CK INV IN 220.83 59 LF 24" RCP @ 2.79% _ !' f,' �f' Lb --$, n
INV OUT 220.19 --__-INV IN 212.74 --------- PERMANENT SWALE 3 0
0 INV OUT 211.09 PROPOSED 10 o
NOTE: PROPOSED ( + CURVE 7 , STREET TEE AND Jw
CONTRACTOR SHALL REGRADE STOP SIGN 5 MIN. ►� C, PUBLIC NT LITY,' O� o�ASEME ,
EXISTING ROADSIDE DITCH AS I ( �--____
NECESSARY TO ALLOW PROPER PROPOSED �. �� �y> - —
DRAINAGE (TYP. BOTH SIDES ON PIPE) to
�iOD
+0 .00 0+50.00 1 00,00 1+50.0 2+00.00 +50. 0 3+00.00 50.00P SIGN ,�
W
NOTE: STA 0+00 W-3 DELTA ROAD 4+ o.00 Q 'Q� PIPE 5 N
4,� STA. 5+53.77 RD-3 0
THE CONTRACTOR SHALL CONNECT EXISTING " • -9 9� .1. . . d•. - :5 _ - 6Q' Rs�oo 68 LF 18» RCP @ 0.50%
NEW 6 WATER MAIN TO THE EXISTING 1— 8 X 6 TEE - pU $�000 INV IN 214.22 Z
6" GATE VALVE 1-6" GATE VALVE INV OUT 213.54
PROPOSED 6 PVC sus o
PERMANENT SWALE 6 \ �BX> PERMANENT SWALE 7
C-900 WATER MAIN--
MIN. . _ s _
EXISTING 8" WATER MAIN 5' L10 PERMANENT SWALE 5 PERMANENT SWALE 4- - PROPOSED 2" PVC LOW
STA. 0+60 W-3 `; PRESSURE SEWER SYSTEM
I 35' R (TYP.) 1- 6" X 6" TEE 1 25' R (TYP.) NOTE:
N 1— 6" GATE VALVE PROPOSED 20 it STA. 3+28 W-2 CONTRACTOR SHALL BE REQUIRED TO CUT
N 1— F.H. ASSY. ASPHALT ROADWAY `� STA. 5+31 W-3 DRAINAGE SWALE ON OUTLET OF PIPE 3, 3'
2 6" GATE VALVES - WIDE BOTTOM MIN WIDTH WITH 3: 1 SIDE SLOPES
3 �t1 6" X 6" TEE ' '� INSTALLED @ 1.00% GRADE MIN. CONTRACTOR
SHALL INSTALL A DOUBLE NET STRAW BLANKET
W ON ALL DISTURBED AREA OF SWALE
NOTE: DELTA
ROAD �_ � PERMANENT SWALE 13 IMMEDIATELY UPON COMPLETION OF SWALE.
ca G
ALL LOTS SHALL ONLY ACCESS INTERNAL SUBDIVISION ROADS. f�
cn NOTE:
cl M ALL RCP PIPE ON THIS PROJECT SHALL BE
0 o NCDOT CLASS IV
d- � PVI STA: 1+78. 1
230 0 0 1-1� � '
m + N + N K: 31.00
o o LVC:203.03 to
_ HJ rnr rno r� NOTE:
O N L W PT. STA:2+ 4.43 M rn
(n w cn ;o N LOW PT ELEV:215.05 0 Ui [if
PVI STA 4+50.00 THE NCDOT SHALL NOT OWN OR BE
0 225 _ 0 ° +o `�' c+.l `" PVI ELE :215.94 0 RESPONSIBLE FOR ANY DRAINAGE
vi v CO v K: 94.63 �; 1 STRUCTURE OR DRAINAGE SWALE OUTSIDE
> m > w LVC: 95.35 In � N OF THE PUBLIC ROAD RIGHT OF WAY. THE
cn PROPOSED so m w + CN
" % HIGH PT. s A:4+49.64 cn N HOMEOWNERS ASSOCIATION SHALL BE
_ co RESPONSIBLE FOR MAINTENANCE AND
1$ RCP � HIGH PT E EV:215.82 r- �
" N + N UPKEEP ON ALL DRAINAGE STRUCTURES
x 220 + N
24 MIN. PROPOSED GRADE U AND SWALES OUTSIDE THE PUBLIC ROAD
'EXISTING GRADE
t~n w RIGHT OF WAYS.
CONTRACTOR SHALL CENTER
a 20 LF 6" DIP UNDER 20" RCP. ° ° °
215 0.50 r -0.51 r°
N ¢ w PROPOSED 3' MIN. 24" MIN.
O = J w " 0 1
o CO w ri i w 24" MIN. 18 RCP COVER
210 + � xa � ' ~
o _ c� w `° PROPOSED 6" PVC
Q cn c° c� x C-900 WATER MAI
1— I I + >
o - CONTRACTOR SHALL CENTER w
v� co to 20 LF 6" DIP UNDER 20" RCP. I Uj
ta—
�; 205 cn CONTRACTOR SHALL CENTER co
20 LF 6 DIP UNDER 20" RCP. +
m co C°
PROPOSED GRADES
N
200 -
r7
D'
0
v
3
W
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d
PROPOSED WATER MAIN DOES NOT CROSS
0 3 OVER PROPOSED STORM DRAINAGE EXCEPT
I a
WHERE SHOWN IN THE PLAN VIEW
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IN
50' 0 25' 50' _ 100'
O J - - -
O
REVISIONS
APRIL 2024
Sym. DESCRIPTION DATE 0-S:L y- UTILITY IMPROVEMENTS DELTA ROAD AND W-3
MOORE COUNTY COMMENTS 2/4/22 ,`. PLAN AND PROFILE DAM
m _- ;Q� _ TO SERVE
WINDFALL LAKES PHASE 1
:. gm
FINAL DRAWINGS
Engineedng, PLLC
z. . .
, o'"•• � ��' MOORE COUNTY, NORTH CAROLINA.N... C_7
150 S. Page Street • Southern Pines, NC 283879 [phone]• Cert. No. P-2587 '' �����? 10.2% RELEASED FOR CONSTRUCTION
SHEET NO.

t's belOW
;LK
re you dig.
811
NOTE: 0-282-7411
ALL LOTS SHALL ONLY ACCESS INTERNAL SUBDIVISION ROADS.
00
M
rn
' NPI
ROPOSED 20' PERMANENT
j PROPOSED 6 ;� DRAINAGE EASEMENT
o s
PVC SDR21
z PERMANENT - Z- PERMANENT------
SWALE 9 PROPOSED L, , -r .
J 1 SWALE 11
W I STOP SIGN PERMANENT
PROPOSED 20 ASPHALT ROADWAY `
STA 13+25 W-1 '. / SWALE 19
STA 0+00 W-4 =; : L--------PROPOSED 2' ------ / STA. 2+47.08 RD 4 DRIVEWAY PIPE SIZE CHART
1- 6" GATE VALVE U)F PVC SDR21 / • 4 CENTER OF CUL-DE-SAC EXISTING LOT # DRIVEWAY PIPE SIZE LOT # DRIVEWAY PIPE SIZE
1- F.H. ASSY. I WATER MAIN /;��` WETLANDS LINE 1 18" 41 24"
1- 8" PLUG TAPPED 2" 0) 5' MIN
1- 2» GATE VALVE °- in STA 3+25 W-4 r 2 24" 42 24"
1- 8" X 6" TEE
o 1- BLOW OFF ASSY. '
r- d . . . . . . . . r 3 24" 43 24"
1- 8» X 8» TEE
» - r - � � 4 24" 44 18"
1- 8 GATE VALVE 60' R/W PUBLI PRESCOTT� LOUR i___ LOT 24 `
S c�-'-- • 60, 48 5 24" 45 18"
STA 0+00.00 RD-3 . . _
STA 14+15.09 RD-1 o -`_-� 6 24" 46 18"
o PERMANENT------____ 7 24" 47 18"
. I + 5 MIN. _`� SWALE 10 -
PROPOSED 10' STREET 1EPROPOSED 2" PVC LOW - fl 8 18" 48 18"
TREE AND PUBLIC 3 PRESSURE SEWER SYSTEM %
9 18" 49 18"
UTILITY EASEMENT (TYP.) o 25 R (TY�'. LOT 25
10 18" 50 18"
` • p ```; ;-------- "", PROPOSED SEWER SERVICE (TYP.) 11 18" 51 18"
12 18" 52 18"
• . LOT 27 PROPOSED WATER SERVICE (TYP.)
13 18" 53 18"
LOT 26
n I PROPOSED 3 PVC LOW t 14 18" 54 18"
• i ,-----PRESSURE SEWER SYSTEM rr �t / „
•a, C r 15 18 55 18
{ a)'
3 ? { 4- r' 1 _ �� `----- 16 18" 56 18»
n
W 17 18" 57 18»
0
ca
PRESCOTT COURT & W-4 18 18» 58 18"
W 19 18" 59 18"
NOTE:
CONTRACTOR SHALL BE REQUIRED TO CUT 20 18" 60 18"
DRAINAGE SWALE ON OUTLET OF PIPE 4, 3' 21 18" 61 18"
WIDE BOTTOM MIN WIDTH WITH 3: 1 SIDE SLOPES 22 18" 62 18"
INSTALLED @ 1.00% GRADE MIN. CONTRACTOR
o SHALL INSTALL A DOUBLE NET STRAW BLANKET 220 23 18" 63 18"
o ON ALL DISTURBED AREA OF SWALE
I I I 24 18" 64 18"
IMMEDIATELY UPON COMPLETION OF SWALE. o 0 0
mo ce �o 25 18 65 18"
NOTE: o (-4 C; 26 18" 66 18"
o ALL RCP PIPE ON THIS PROJECT SHALL BE 215 + N o+ N PROPOSED GRADE N
NCDOT CLASS IV 27 18„ 67 18»
la— W EXISTI G GRADE .. 28 18" 68 18"
NOTE: V) Uj r to
U- THE NCDOT SHALL NOT OWN OR BE 29 18" 69 18"
X RESPONSIBLE FOR ANY DRAINAGE 2.08', -og° 30 t8" 70 18»
STRUCTURE OR DRAINAGE SWALE OUTSIDE 210
a OF THE PUBLIC ROAD RIGHT OF WAY. THE 31 18" 71 18"
PROPOSED 3" LOW -----'-
HOMEOWNERS ASSOCIATION SHALL BE PRESS RE SEWER MAIN 3' MIN. 32 18" 72 18"
RESPONSIBLE FOR MAINTENANCE AND COVER
UPKEEP ON ALL DRAINAGE STRUCTURES 24" MI 33 18" 73 18"
AND SWALES OUTSIDE THE PUBLIC ROAD 205
34 18" 74 18"
N RIGHT OF WAYS. N 35 18" 75 18»
o w W » 3fi 18„
CL > > PRO OSED 2 PVC d- < 37 24"
200 I '< > > SDR 1 WATER MAIN I 38 24„
-t 00 a Q a N 0 39 24"
NO x 0-
'v- o Oc oo oo Civcc, oo m 40 24"
T
PROPOSED GRADES
1
190
l 0+00 1+00 2+00 3+00
0
0
PROPOSED WATER MAIN DOES NOT CROSS
OVER PROPOSED STORM DRAINAGE EXCEPT
o WHERE SHOWN IN THE PLAN VIEW
0
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Y 50' 0 25' 50' 100'
3 �
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REVISIONS
o
Sym. DESCRIPTION DATE ,,.••••' Hu' 0�''�4., P R ES C OTT COURT AND LINE W-4
,,,, �,,.....••.....�• UTILITY IMPROVEMENTS APRIL 2024
N MOORE COUNTY COMMENTS 2 4/22 `2Q.�FESS/pH DAM
a Q� TO SERVE PLAN AND PROFILE
m __
cn
S WINDFALL LAKES PHASE 1
FINAL DRAWINGS
o � Engineering ., PLLC - cm1c. r-. ..o •....... � s•'' MOORE COUNTY, NORTH CAROLINA
C-8
�,,,nn+n, ,,.. RELEASED FOR CONSTRUCTION
�; 150 S. Page Street • Southern Pines, NC 28387• [phone]• Cert.No. P-2587 5•iv Z� SHEET No.