SW6221102_Plansheet C-13-C-20 - Storm Draiange Plan_20221128

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RIM ELEV. 446.59' ,� STA. 3+90 18.64'
INV. IN ELEV: 441.64' LF LEFT RD-1 _
LOT 46 RIM ELEV: 446.00'
INV ELEV: 440.91' o
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0 RIM ELEV. 446.51' STA. 4+52.61 RD-1
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+50.00 INV IN: 440.63' ROADWAY WITH 24" CONCRETE w
+00.00 1+50.00 2+o INV OUT. 440.13' ROLL CURB. 28' BOC + BOC J
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O SDR21 WATER MAIN ► l RIM ELEV: 446.23'
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I INV ELEV: 440.02'
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INV ELEV:
PROPOSED 439.50'
LOT 47 LOT 48 STORMWATER
LOT 49 CONTROL LOT 51 LOT 52 LOT 53
LOT 50 LOT 54 a a LOT 55 o 0
HOLDEN LANE STORM DRAINAGE
NOTE:15A NCAC 18C .0904 (B)
THE CONTRACTOR SHALL ADHERE TO THE FOLLOWING NORTH CAROLINA
REGULATION. TO ALLOW FOR CONSTRUCTION AND REPAIR, A MINIMUM
DISTANCE OF 12 INCHES SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF
THE WATER MAIN AND THE OUTSIDE OF OTHER UTILITIES (STORM DRAINAGE)
NOTE:
HDPE AND HP PIPE AS PER NCDOT STANDARDS SHALL BE APPROVED AS 455
EQUAL TO RCP PIPE WHERE THERE IS 2' MINIMUM COVER ON TOP OF THE
PIPE.
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REVISIONS
Sym. DESCRIPTION DATE °���� UTILITY IMPROVEMENTS HOLDEN LANE AUG 2022
••z°oFEss�••••s •; STORM DRAINAGE PLAN AND PROFILE 1 DATE
;Q TO SERVE
D & L• _ _ ASHLEY HEIGHTS
Engineering PLLC
HOKE COUNTY., FINAL DRAWINGS
.,,.o"•.�!".E�•�;,••••' , NORTH CAROLINA
�� n,,,,„n; � ,•� NOT RELEASED FOR CONSTRUCTION C-13
150 S. Page Street • Southern Pines, NC 28387• [phone] • Cert. No. P-2587 ��-�� Z SHEET No.
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LOT 116 LOT 117 PROPERTY
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CI 11TA. 14+05.77 RD-1 STA. 16+12.61 RD-1
rl?o STA. 9+34.91 RD-1 ClCI 12 RIM ELEV: 446.62' E:3)
�J STA. 11+33.34 RD-1 CI 14 INV ELEV: 443.04'
ti�� - o STA. 13+07.15 RD-1 �i
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RIM ELEV: 445.85 22 LF 18 ,
RIM ELEV: 447.88 STA. 13+07.15 RD-1 RIM ELEV: 450.13 PROPOSED 6" PVC
INV ELEV: 442.38 RCP @ 0.50%
INV ELEV 443.94' RIM ELEV. 445.02' INV ELEV: 446.54' SDR21 WATER MAIN
INV. OUT 441.52' PROPOSED WATER
SERVICE (TYP.)
LOT 55 LOT 56 LOT 5
LOT 58 LOT 59 LOT 60 LOT 61 LOT 62 LOT fi3 LOT 64 LOT 65
Q 0 0 LOT 66 CLOT 67 0 0 o a o 0
NOTE:15A NCAC 18C .0904 (B)
THE CONTRACTOR SHALL ADHERE TO THE FOLLOWING NORTH CAROLINA
REGULATION. TO ALLOW FOR CONSTRUCTION AND REPAIR, A MINIMUM
DISTANCE OF 12 INCHES SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF
THE WATER MAIN AND THE OUTSIDE OF OTHER UTILITIES (STORM DRAINAGE)
NOTE:
HDPE AND HP PIPE AS PER NCDOT STANDARDS SHALL BE APPROVED AS
EQUAL TO RCP PIPE WHERE THERE IS 2' MINIMUM COVER ON TOP OF THE
PIPE.
460
455
450
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440
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430
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1 SYM. I DESCRIPTION I DATE 1
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D & L Engineedng.,PLLC
150 S. Page Street • Southern Pines, NC 28387• [phone] • Cert. No. P-2587
12+00
460
455
450
445
440
435
430
425
13+00 14+00 15+00 16+00 17+00 18+00
SCALE: 1" 50'
50' 0 25' 50' 100'
UTILITY IMPROVEMENTS HOLDEN LANE AUG 2022
TO SERVE STORM DRAINAGE PLAN AND PROFILE (2) DATE
ASHLEY HEIGHTS
FINAL DRAWINGS
HOKE COUNTY, NORTH CAROLINA C-14
ZZ NOT RELEASED FOR CONSTRUCTION
SHEET NO.

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PROPOSED • PVC
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LOT 46 LOT 45 LOT 44 LOT 4 LOT 41 LOT 40 LOT 39 LOT 38 LOT 3 LOT 36 LOT 35 QQ (E�) � � O (93 S
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Cl 6 STA. 1+84.22 RD-3 SERVICE (TYP.) RIM ELEV. 437.28'
STA. 0+37 RD-3 Cl 21 INV. OUT 432.28'
STA. 7+38.16 RD-3 31.11 LF 18"
JRCP ® 1.03%
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RIM ELEV: 449.89' PROPOSED 6" PVC RCP C�}22 LF 10.50%
ClCI 20 SDR21 WATER MAIN 00
INV ELEV: 446.42' STA. 7+38.19 RD-3 1
RIM ELEV: 445.76' CI 22 + PROPOSED 6" PVC
INV ELEV: 440.76'
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RIM ELEV: 437.60'
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NOTE:15A NCAC 18C .0904 (B)
ASHLEY HEIGHTS DRIVE STORM DRAINAGE
THE CONTRACTOR SHALL ADHERE TO THE FOLLOWING NORTH CAROLINA
REGULATION. TO ALLOW FOR CONSTRUCTION AND REPAIR, A MINIMUM
DISTANCE OF 12 INCHES SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF
THE WATER MAIN AND THE OUTSIDE OF OTHER UTILITIES (STORM DRAINAGE)
NOTE:
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EQUAL TO RCP PIPE WHERE THERE IS 2' MINIMUM
PIPE.
SYM.
REVISIONS
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D & L Engineering,PLLC
150 S. Page Street • Southern Pines, NC 28387• [phone] • Cert. No. P-2587
5+00
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UTILITY IMPROVEMENTS
TO SERVE
ASHLEY HEIGHTS
HOKE COUNTY, NORTH CAROLINA
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SCALE: 1" = 50'
50' 0 25' 50' 100'
ASHLEY HEIGHTS DRIVE AUG 2022
STORM DRAINAGE PLAN AND PROFILE (1) DATE
C-15
FINAL DRAWINGS
NOT RELEASED FOR CONSTRUCTION
SHEET NO.
0+00
DATE
mmold
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4+00
D & L Engineering,PLLC
150 S. Page Street • Southern Pines, NC 28387• [phone] • Cert. No. P-2587
5+00
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7+ 00
UTILITY IMPROVEMENTS
TO SERVE
ASHLEY HEIGHTS
HOKE COUNTY, NORTH CAROLINA
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450
445
440
435
430
425
9+00 10+00 11 +00
SCALE: 1" = 50'
50' 0 25' 50' 100'
ASHLEY HEIGHTS DRIVE AUG 2022
STORM DRAINAGE PLAN AND PROFILE (1) DATE
C-15
FINAL DRAWINGS
NOT RELEASED FOR CONSTRUCTION
SHEET NO.

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RIM ELEV: 431.00"
PROPOSED 6" PVC INV OUT: 417.34'
>- SDR21 WATER MAIN
22 LF 18" RCP @ 1.00%
Cl 25
tW- STA. 3+19.09 RD-2
RIM ELEV: 437.28' LOT 31 E30
INV IN ELEV: 432.06 ,
E10INV OUT ELEV: 431.56' PROPOSED 20
31.11 LF 24" RCP @ 1.00% DRAINAGE EASEMENT
PROPOSED 24' ASPHALT Cl 26 '
ROADWAY WITH 24" CONCRETE STA. 11+36.22 RD-3
ROLL CURB. 28' BOC + BOC Cl 27 DOUBLE
STA. 12+78.05 RD-3 �G;A
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ASHLE�' HEIGHTS DRIVE�O TA. 13+51.93 RD-3 LOT 28 .4-v
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LOT 2 Cl 33 DOUBLE
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PROPOSED 6" PVC STA..17+65.75 RD-
SDR21 WATER MAIN
OPEN SPACE LOT 28
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+ LOT 96 CI 30 STA. 16+52.96 RD 3
t-- STA. 14+75.72 RD-3 o Cl 29 DOUBLE
o RIM ELEV: 434.64' STA. 14+75.72 RD-3 46 LF 48" k00�
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INV ELEV: 427.99' �22 LF 18" RCP @ 0.50% 0
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RIM ELEV: 431.00'
INV IN: 416.80'
INV OUT. 412.1
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@ 0.30%
INV. OUT: 412.00'
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RIM ELEV: 425.74'
INV ELEV: 422.24'
22 F 18"
RCP 0.50%
PROPOSED 24' ASPHALT
-----ROADWAY WITH 24" CONCRETE
19+. .0020+_00. 0 ROLL CURB. 28' BOC + BOC
PROPOSED 6" PVC
Cl 35 DOUBLE SDR21 WATER MAIN
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NOTE:15A NCAC 18C .0904 B — <� STA. 15+51.08 RD-4 c��
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THE CONTRACTOR SHALL ADHERE TO THE FOLLOWING NORTH CAROLINA RIM ELEV: 434.64' 'Lp
REGULATION. TO ALLOW FOR CONSTRUCTION AND REPAIR, A MINIMUM
-INV ELEV: 427.99
DISTANCE OF 12 INCHES SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF - (�LO�T 13 y
THE WATER MAIN AND THE OUTSIDE OF OTHER UTILITIES STORM DRAINAGE �../ , PROPOSED WATER PROPOSED 6" PVC
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ASHLEY HEIGHTS DRIVE STORM DRAINAGE
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SYM.
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150 S. Page Street • Southern Pines, NC 28387• [phone] • Cert. No. P-2587
o HDPE AND HP PIPE AS PER NCDOT STANDARDS SHALL BE APPROVED AS
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UTILITY IMPROVEMENTS
ASHLEY HEIGHTS DRIVE
AUG 2022
=
TO SERVE
STORM DRAINAGE PLAN AND PROFILE (2)
DAN
ASHLEY HEIGHTS
FINAL DRAWINGS
HOKE COUNTY, NORTH CAROLINA
C-16
NOT RELEASED FOR CONSTRUCTION
..�
SHEET No.

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46 LF 48" RCP @ 0.30%
INV OUT: 412.00'
% e (LOT 6
OUTLET
43 LF 30" RCP
JB 1 @ 0.50%
/
RIM ELEV: 431.00' INV OUT. 412.00'
INV OUT: 417.34'
JB 2- I jJB 3
DRAINAGE EASEMENT-"', RIM ELEV- 420.95'
232 LF 48 RIM ELEV: 429.00' INV IN: 414.93' <1
RCP @ 0.30% INV OUT: 412.14' INV OUT: 412.22' 0
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Cl 63
STA. 0+37 RD-5
256 LF 30" I I RIM ELEV: 426.14'
RCP @ 0.50% I I Cl 42 INV OUT: 422.68'
STA. 22+34.26 RD-3 1 22 LF 18" RCP @ 0.50%
RIM ELEV: 420.95' 32.55 LF 18"
INV ELEV. 416.20' RCP @ 1.17% Cl 64 ED
26.40 LF 30@ 0.53% Cl 62 TA. 0+37 RD-5 PROPOSED 24' ASPHALT
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I STA26+2282 RD-3 /-ROADWAY WITH 24" CONCRETE
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Cl 41 Cl 39 ROLL CURB. 28' BOC + BOC
Cl 37 STA. 22+64.69 RD-3 STA. 24+28.84 RD-3 RIM ELEV- 426.67'
STA. 21+32.63 RD-3 RIM ELEV. 420.80' RIM ELEV: 424.80' INV OUT. 423.06'
RIM ELEV: 422.03' I INV ELEV: 416.34' INV ELEV. 421.33'
INV OUT: 418.56'
............. . ... .. +50-00 28+00-00 28+50.00 29+00-00
+ 0. 0 26+00.00 26+50- 0 27+00.00 27
NOTE:15A NCAC 18C .0904 (B) 00 22+00-00 1 22+IjU. 23+00.00 23+50.00 2 + .00 24+50.00 25+00.00 25 PUBLIC 50' R/W
THE CONTRACTOR SHALL ADHERE TO THE FOLLOWING NORTH CAROLINA 00.00 1+50.00 ASHLEY HEIGHTS DRIVE
00 20+50.00 21+ 1
REGULATION. TO ALLOW FOR CONSTRUCTION AND REPAIR, A MINIMUM 29+24.87
DISTANCE OF 12 INCHES SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF 22 LF 18" - 22 LF 18" 22 LF 18" PROPOSED 2" PVC NC
THE WATER MAIN AND THE OUTSIDE OF OTHER UTILITIES (STORM DRAINAGE) RCP @ 0.50% 22 LF 30" RCP @ 5.59% RCP @ 0.50% SDR21 WATER MAIN
RCP @ 0.50% cl 38 DOUBLE Cl 61 DOUBLE " PROPOSED WATER N,qO
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NOTE: Cl 36 DOUBLE Cl 40 DOUBLE STA. 24+28.84 RD-3 STA. 26+22.82 1 RD- SERVICE (TYP.) r00,
HDPE AND HIP PIPE AS PER NCDOT STANDARDS SHALL BE APPROVED AS STA. 21+32.63 RD-3 STA. 22+64.26 RD-3 PROPOSED 6" PVC 7
EQUAL TO RCP PIPE W0 ERE THERE IS 2' MINIMUM COVER ON TOP OF THE SDR21 WATER MAIN z /V%�
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REVISIONS
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Tngineering, PLLC
150 S. Page Street * Southern Pines, NC 28387o [phone] -, Cert. No. P-2587
23+00
24+00 25+00 26+00 27+00
UTILITY IMPROVEMENTS
TO SERVE
ASHLEY HEIGHTS
HOKE COUNTY., NORTH CAROLINA
440
435
430
425
420
415
410
405
SCALE: 1" 50'
%nrl 0 25' 50' 100'
28+00 29+00
ASHLEY HEIGHTS DRIVE AUG 2022
STORM DRAINAGE PLAN AND PROFILE (3) DATE
FINAL DRAWINGS C-1T
NOT RELEASED FOR CONSTRUCTION
SHEET NO.

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STA. 4+17.73 RD 4 STA. 7+39.12 RD-4
STA. 5+72.25 RD-4
Cl 17 2X 22 LF 18" Cl 50 DOUBLE
PROPOSED 2" PVC _ STA. 14+05.77 RD-1 SOQ pp RCP @ 0.50% ! STA. 8+19.10 RD-4
SDR21 WATER MAIN �<cr RIM ELEV: 446.62 22 LF 18"
Ov INV ELEV: 443.04' 00 pp RCP 0 0.50% Cl 51 -DOUBLE
3+50 00 -- -I- I - / I — I STA. 8+92.24 RD-4
4+00.00 4+50.00 5 00 00 5+51:6t+00.00 6+5 .0 7+00.00 7+50.00 8+00.0 8+50.00 9+00.00 9+:
WOMBLE LANE PUBLIC 50' R/W
CI 43
STA 2+75 RD-4 22 LF 18"
NOTE:
HDPE AND HP PIPE AS PER NCDOT STANDARDS SHALL BE APPROVED AS
EQUAL TO RCP PIPE WHERE THERE IS 2' MINIMUM COVER ON TOP OF THE
PIPE.
NOTE:I5A NCAC 18C .0904 (B)
THE CONTRACTOR SHALL ADHERE TO THE FOLLOWING NORTH CAROLINA
REGULATION. TO ALLOW FOR CONSTRUCTION AND REPAIR, A MINIMUM
DISTANCE OF 12 INCHES SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF
THE WATER MAIN AND THE OUTSIDE OF OTHER UTILITIES (STORM DRAINAGE)
DESCRIPTION
RIM ELEV: 440.85' RCP @ 0.50% PROPOSED 6" PVC
LOT 69 INV ELEV: 437.46' Cl 49 INV WATER MAIN
CI 46 S\:
TA. 8+19.10 RD-4
STA. 5+72.25 RD-4
PROPOSED WATER RIM ELEV: 430.25'
SERVICE (TYP.) RIM ELEV: 434.31 INV ELEV: 426.82
LOT 70 INV ELEV: 430.99 C
0 LOT71
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DATE
D & L Engineedng,PLLC
150 S. Page Street • Southern Pines, NC 28387• [phone] • Cert. No. P-2587
UTILITY IMPROVEMENTS
TO SERVE
ASHLEY HEIGHTS
HOKE COUNTY, NORTH CAROLINA
450
445
440
435
430
425
420
415
SCALE: 1" = 50'
50' 0 25' 50' 100'
WOMBLE LANE AUG 2022
STORM DRAINAGE PLAN AND PROFILE (1) DATE
FINAL DRAWINGS
C-18
NOT RELEASED FOR CONSTRUCTION
SHEET NO.

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ROADWAY WITH 24" CONCRETE STA. 10+59.12 RD-4 STA. 13+79.12 RD-4
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9+00.00 9+50.00 10+00.00 10+50.00 11 +00.00 1 50.00
WOMBLE LANE 2+00.00 12+50.00 13 0 .00 13+50.00 14+00.
PUBLIC 50' R�W 00 14+5 .0 15+00.00 15+50.00
PROPOSED 6" PVC ill
SDR21 WATER MAIN 22 LF 18"
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PROPOSED WATER
I RCP C� 0.50% R �P ®0.50%
SERVICE (TYP.) Cl 52 Cl 56 I Cl 59
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- STA. 11+81.73 RD-4 (
RIM ELEV.-428.47� RIM ELEV. 427.21' RIM ELEV. 427.88� ! !
INV ELEV.-425.08 INV ELEV: 423.05' INV ELEV. 423.08 (.�
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NOTE:15A NCAC 18C .0904 (8)
THE CONTRACTOR SHALL ADHERE TO THE FOLLOWING NORTH CAROLINA WOMBLE LANE STORM DRAINAGE
REGULATION. TO ALLOW FOR CONSTRUCTION AND REPAIR, A MINIMUM
DISTANCE OF 12 INCHES SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF
THE WATER MAIN AND THE OUTSIDE OF OTHER UTILITIES (STORM DRAINAGE)
LOT 27
46 LF 48"
,,--"'-RCP 0 0.30%
I
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-::'cSDR21 WATER MAIN
LOT 26
15+88.08
LOT 25
NOTE:
HDPE AND HP PIPE AS PER NCDOT STANDARDS SHALL BE APPROVED AS
EQUAL TO RCP PIPE WHERE THERE IS 2' MINIMUM COVER ON TOP OF THE
PIPE.
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D & L Engineering,PLL
C
150 S. Page Street • Southern Pines, NC 28387• [phone] • Cert. No. P-2587
iNZloll]
A
14+00
15+00
UTILITY IMPROVEMENTS
TO SERVE
ASHLEY HEIGHTS
HOKE COUNTY, NORTH CAROLINA
440
435
430
425
420
415
410
405
SCALE: 1 " = 50'
50' 0 25' 50' 100'
WOMBLE LANE AUG 2022
STORM DRAINAGE PLAN AND PROFILE (2) DATE
FINAL DRAWINGS
NOT RELEASED FOR CONSTRUCTION C-19
SHEET NO.

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SERVICE (TYP.) ROADWAY WITH 24" CONCRETE
ROLL CURB. 28' BOC + BOC
Cl 26
STA. 11+36.22 RD-3
RIM ELEV: 436.45'
INV OUT: 431.25'
31.11 LF 24"
Cl 25
RCP 01.00%
LOT 31
STA. 3+19.09 RD-2 LOT 93
RIM ELEV: 437.28'
Cl 25 INV IN: 432.06'
PROPOSED 6" PVC INV OUT: 431.56'
SDR21 WATER MAIN 22 LF 18"
RCP @ 1.00%
0+50.00 1 +00.00 Cl 61 DOUBLE
1+50.00 2+00.00 2+50.00 3+00.0 3+50 00 STA. 26+22.82 RD-3
_-HARDISTER WAY PUBLIC 50' RAW RIM ELEV. 426.67'
CI 24 3+56.09 INV ELEV-. 423.17'
STA. 3+19.09 RD-2
RIM ELEV. 437.28'
INV OUT: 432.28'
31.11 LF 18" j LOT 94
LOT 32 RCP C 1.03% o Cl 22
Cl 23 V) STA. 10+62.23 RD 3
STA. 10+62.23 RD-3 r
0
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PROPOSED 24' ASPHALT PROPOSED 6" PVC
ROADWAY WITH 24" CONCRETE _ SDR21 WATER MAIN
ROLL CURB. 28' BOC + BOC Q
NC CRrp N /
AO 1983
(2011) NORT
H
460
455
5NO]
445
440
435
430
425
HARDISTER WAY STORM DRAINAGE
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DESCRIPTION DATE
2+ 00
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SDR21 WATER MAIN
460
435
455
430
450
425
MR
420
440
415
435
410
430
405
425
NOTE:
HDPE AND HP PIPE AS PER NCDOT STANDARDS SHALL BE APPROVED AS
EQUAL TO RCP PIPE WHERE THERE IS 2' MINIMUM COVER ON TOP OF THE
SEAFORD LANE STORM DRAINAGE PIPE.
LO
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D & L Engineering,PLLC
150 S. Page Street • Southern Pines, NC 28387• [phone] • Cert. No. P-2587
see
�•�FESS/p •.�'9 •.
Pr
••.;�GINE'Q(��
II mnt+��'�1,�•tb2Z
1+00
ki ei
4+00
UTILITY IMPROVEMENTS
TO SERVE
ASHLEY HEIGHTS
HOKE COUNTY, NORTH CAROLINA
�I
I
1=I
I
15 1
[rim
615 1
400
5+00 6+00 7+00
SCALE: 1 " = 50'
50' 0 25' 50' 100'
HARDISTER WAY AND SEAFORD LANE AUG 2022
STORM DRAINAGE PLAN AND PROFILE DATE
FINAL DRAWINGS
C-20
NOT RELEASED FOR CONSTRUCTION
SHEET NO.