20181486 Ver 1_Wetland Impact and Utility Plans_20181030

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3273-49-3199-0000BRITTON WOODLANDS LLCDeed Book/Page 3561/240Plat Book/Page 0022/0060Zoning: RAEXCEEDS 10 ACRES3273-16-7803-0000AVENDALE PHASE 4A HOA INCDeed Book/Page 4624/1629Plat Book/Page 0059/0078Zoning: PD3273-07-2677-0000BROWN LYLE M et alDeed Book/Page 4625/0751Plat Book/Page 0145/0047Zoning: RA3273-06-7358-0000AVENDALE DEVELOPMENT LLCDeed Book/Page 2994/157Plat Book/Page 0078/0059Zoning: PD3263-98-9174-0000GERGANOUS CHRISTOPHER JUSTINDeed Book/Page 4629/0115Plat Book/Page 0145/0047Zoning: RA3263-98-7446-0000KRAFT KARL-HEINZ et alDeed Book/Page 3758/049Plat Book/Page 0063/0048REMAINING LAND OF3273-49-3199-0000BRITTON WOODLANDS LLCDeed Book/Page 3561/240Plat Book/Page 0022/0060Zoning: RAEXCEEDS 10 ACRES3273-49-3199-0000BRITTON WOODLANDS LLCDeed Book/Page 3561/240Plat Book/Page 0022/0060Zoning: RAEXCEEDS 10 ACRES3273-16-7803-0000AVENDALE PHASE 4A HOA INCDeed Book/Page 4624/1629Plat Book/Page 0059/0078Zoning: PD3273-07-2677-0000BROWN LYLE M et alDeed Book/Page 4625/0751Plat Book/Page 0145/0047Zoning: RA3273-06-7358-0000AVENDALE DEVELOPMENT LLCDeed Book/Page 2994/157Plat Book/Page 0078/0059Zoning: PD3263-98-9174-0000GERGANOUS CHRISTOPHER JUSTINDeed Book/Page 4629/0115Plat Book/Page 0145/0047Zoning: RA3263-98-7446-0000KRAFT KARL-HEINZ et alDeed Book/Page 3758/049Plat Book/Page 0063/0048REMAINING LAND OF3273-49-3199-0000BRITTON WOODLANDS LLCDeed Book/Page 3561/240Plat Book/Page 0022/0060Zoning: RAEXCEEDS 10 ACRESWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
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W W1234567891011121314151617181920215251504948474645444322232425262728293132333435363742414039383053SITE DATA:NorthScale: 1" = 150' at 22" x 34"0'150'75'300'LEGEND:Jurisdictional Wetland ImpactsStreamSITE ACREAGE=150.5 AC. +/-STREAM IMPACTS=44 LFWETLAND IMPACTS=0.498 AC.IMPACT A=0.012 AC.IMPACT B=0.024 AC.IMPACT C=0.059 AC.IMPACT D=0.034 AC.IMPACT E=0.055 AC.IMPACT F=0.181 AC.IMPACT G= 0.088 AC.IMPACT H=0.027 AC.IMPACT I=0.018 AC.Road 'A'Road 'B'Road 'C'AIBHCDEFGNC Hwy 210122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) [phone] (F)NC License #: C-2846Project #: 17180.PESingle Family SubdivisionWetlands(Typ.)Wetland Impact Map - EX-1SaratogaPender County, North CarolinaDate: 09.11.2018CommunitySepticUTILITY AND ACCESSEASEMENT
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1213141516151516IMPACT ASCALE 1"=40' (22"X34")NorthScale: 1" = 40' at 22" x 34"0'40'20'80'122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) [phone] (F)NC License #: C-2846Project #: 17180.PEWetland Impact Map - EX-2SaratogaPender County, North CarolinaDate: 09.11.2018IMPACT BSCALE 1"=40' (22"X34")IMPACT CSCALE 1"=40' (22"X34")IMPACT D & ESCALE 1"=40' (22"X34")IMPACT FSCALE 1"=40' (22"X34")IMPACT GSCALE 1"=40' (22"X34")IMPACT HSCALE 1"=40' (22"X34")IMPACT ISCALE 1"=40' (22"X34")ABCDEFGHIRoad 'A'Road 'A'R
o
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'
A
'Road
'A
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Road 'A'Road 'A'Road 'B'3450494847910114443232442343326273233282931292120192425262720'Utility and AccessEasement (Typ.)Future Forcemain toCommunity SepticDrain Field (Typ.)
JULY 2018
FOR:
SARATOGA
SARATOGA PENDER, LLC
PO BOX 809
WRIGHTSVILLE BEACH, NC 28480
PREPARED BY:
PENDER COUNTY, NORTH CAROLINA
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
ATTN: TIMOTHY G. CLINKSCALES, P.E. [phone]
NCDOT SUBMITTAL
122 Cinema Drive
Wilmington, North Carolina 28403
[phone] (O) [phone] (F)
NC License #: C-2846
NC HWY 210
SARATOGA PENDER, LLC
PO BOX 809
WRIGHTSVILLE BEACH, NC 28480
ATTN: ROBERT JACKSON
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE UTILITIES
PENDER COUNTY PLANNING AND COMMUNITY
DEVELOPMENT
ATTN: MEGAN O'HARE
PH: 910-259-2110
PIEDMONT NATURAL GAS
ATTN: CARL PAQUET
PH: 910-350-2242
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
PENDER COUNTY UTILITIES (WATER & SEWER)
ATTN: KENNETH KEEL, PE
PH: 910-259-0212
DUKE ENERGY
ATTN: KEVIN LEATHERWOOD
PH: 910-602-4304
BELL SOUTH
ATTN: STEVE DAYVAULT
PH: 910-392-8712
TIME WARNER CABLE
PH: 910-763-4638
SHEET INDEX
SHEET NUMBER SHEET TITLE
C-0.0 COVER SHEET
C-1.0 GENERAL NOTES
C-5.0 - C-5.5 UTILITY PLAN AND PROFILE
C-6.0, C-6.1,
C-7.0, & C-7.1
DETAILS
NC
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BRITTON WOODLANDS LLC
Deed Book/Page 3561/240
Plat Book/Page 0022/0060
Zoning: RA
EXCEEDS 10 ACRES
3273-26-2327-0000
AVENDALE PHASE 4A HOA INC
Deed Book/Page 4624/1629
Plat Book/Page 0060/0059
Zoning: PD
3273-16-7803-0000
AVENDALE PHASE 4A HOA INC
Deed Book/Page 4624/1629
Plat Book/Page 0059/0078
Zoning: PD
3273-07-2677-0000
BROWN LYLE M et al
Deed Book/Page 4625/0751
Plat Book/Page 0145/0047
Zoning: RA
3273-06-7358-0000
AVENDALE DEVELOPMENT LLC
Deed Book/Page 2994/157
Plat Book/Page 0078/0059
Zoning: PD
3263-99-3144-0000
ANDERSON DENNIS W et al
Deed Book/Page 3659/108
Plat Book/Page 0145/0047
Deed Book/Page 3508/249
Plat Book/Page 0145/0047
3263-98-9174-0000
GERGANOUS CHRISTOPHER JUSTIN
Deed Book/Page 4629/0115
Plat Book/Page 0145/0047
Zoning: RA
3263-98-7446-0000
KRAFT KARL-HEINZ et al
Deed Book/Page 3758/049
Plat Book/Page 0063/0048
Zoning: RA
3263-98-5820-0000
ZEUNEN RONALD A et al
Deed Book/Page 3695/230
Plat Book/Page 0145/0047
REMAINING LAND OF
3273-49-3199-0000
BRITTON WOODLANDS LLC
Deed Book/Page 3561/240
Plat Book/Page 0022/0060
Zoning: RA
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222314+12.5230.00
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0
34+36.020.00
20'10'10'20'20'10'
10'
20'20'5'(TYP.)5'(TYP.)5'(TYP.)
5'(TYP.)5'(TYP.)20'20'10'
10'
SECRETARI
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FINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONDATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) [phone] (F)NC License #: C-2846TGCCHBCHB1"=200'07.23.18NORTH CAROLINAPENDER COUNTYNC HWY 210PLAN & PROFILES - INDEX MAPC-5.0
17180.PESARATOGA PENDER, LLCPO BOX 809WRIGHTSVILLE BEACH, NC 28480SARATOGAKE
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INV=11.32
INV=8.19
INV=7.84
INV=11.65
INV=12.3418" CPP15" CMP15" CPPOAK24
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21 225'(TYP.)CONTRACTOR SHALL PROVIDE THE
NECESSARY FITTINGS AND VALVES
TO BEND WATER MAIN AS SHOWN.
SEE DETAIL.
WATER / STORM CROSSING,
PROVIDE CASING AND 24" MIN.
SEPARATION PER PENDER
COUNTY DETAIL. [TYP.]
(SEE PIPE CROSSING 'A' DETAIL)
CONTRACTOR SHALL PROVIDE THE
NECESSARY FITTINGS AND VALVES
TO BEND WATER MAIN AS SHOWN.
SEE DETAIL.
CONTRACTOR SHALL PROVIDE THE
NECESSARY FITTINGS AND VALVES
TO BEND WATER MAIN AS SHOWN.
SEE DETAIL.2' MIN.2' MIN.2' MIN.WATER / STORM CROSSING,
PROVIDE CASING AND 24" MIN.
SEPARATION PER PENDER
COUNTY DETAIL. [TYP.]
(SEE PIPE CROSSING 'A' DETAIL)
WATER / STORM CROSSING,
PROVIDE CASING AND 24" MIN.
SEPARATION PER PENDER
COUNTY DETAIL. [TYP.]
(SEE PIPE CROSSING 'A' DETAIL)
(3) 42" Ø CL III RCP
CULVERTS
BURIED 6"
(2) 30" Ø CL III
RCP CULVERTS
BURIED 6"
18" Ø CLASS III RCP
CULVERT
BURIED 4"
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
0
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14.615.916.1917.016.8218.316.7816.515.9713.614.6713.614.0213.213.7713.513.5213.913.4214.513.8915.614.9717.216.2818.417.7820.619.8022.221.5822.622.6823.623.2723.123.2621.222.6718.521.8418.821.3422.721.3223.321.6322.321.9523.2CONNECT TO EXISTING WATER
MAIN ON NC HWY 210
2.05%
0.70%PVC STA. = 10+45.00PVC ELEV. = 16.09PVI STA. = 10+70.00
PVI ELEV. = 16.61
PVT STA. = 10+95.00PVT ELEV. = 16.78K = 37'
50' VC
3.00
%
HIGH POINT STA. = 11+22.68
HIGH POINT ELEV. = 16.90
PVC STA. = 11+00.00PVC ELEV. = 16.82PVI STA. = 11+60.00
PVI ELEV. = 17.24
PVT STA. = 12+20.00PVT ELEV. = 15.44K = 32'
120' VC
0.50%PVC STA. = 12+20.61PVC ELEV. = 15.42PVI STA. = 12+60.61
PVI ELEV. = 14.22
PVT STA. = 13+00.61PVT ELEV. = 14.02K = 32'
80' VC
2.64%
LOW POINT STA. = 14+35.72
LOW POINT ELEV. = 13.39
PVC STA. = 14+15.00PVC ELEV. = 13.44PVI STA. = 14+80.00
PVI ELEV. = 13.12
PVT STA. = 15+45.00PVT ELEV. = 14.83K = 41'
130' VC
4.40%PVC STA. = 16+10.00PVC ELEV. = 16.55PVI STA. = 16+50.00
PVI ELEV. = 17.60
PVT STA. = 16+90.00PVT ELEV. = 19.36K = 45'
80' VC
1.88%PVC STA. = 16+95.00PVC ELEV. = 19.58PVI STA. = 17+40.00
PVI ELEV. = 21.56
PVT STA. = 17+85.00PVT ELEV. = 22.40K = 36'
90' VC
1.67%
HIGH POINT STA. = 18+74.45
HIGH POINT ELEV. = 23.34
PVC STA. = 17+95.00PVC ELEV. = 22.59PVI STA. = 18+70.00
PVI ELEV. = 24.00
PVT STA. = 19+45.00PVT ELEV. = 22.75K = 42'
150' VC
LOW POINT STA. = 20+77.06
LOW POINT ELEV. = 21.27
PVC STA. = 19+90.00PVC ELEV. = 22.00PVI STA. = 20+50.00
PVI ELEV. = 21.00
PVT STA. = 21+10.00PVT ELEV. = 21.38K = 52'
120' VC
60 LF - 14" GRADE B STEEL CASING PIPE
(0.250" THICK) AND 8" C-900 (DR-18)
CARRIER PIPE BY BORE & JACK. ALL PVC
CARRIER PIPE JOINTS INSIDE CASING
SHALL BE RESTRAINED.
40 LF 14" GRADE B STEEL CASING
PIPE (0.25" THICK) AND 8" C-900
(DR-18) PVC CARRIER PIPE
(SEE DETAIL)
20 LF 14" GRADE B STEEL CASING
PIPE (0.25" THICK) AND 8" C-900
(DR-18) PVC CARRIER PIPE
(SEE DETAIL)
HORIZONTAL SCALE: 1" = 50'
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
UTILITY NOTES: (NCAC 15A.02T.0305 / T15A.18C.0906)
1.WATER MAINS SHALL BE LAID SO AS TO PROVIDE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET FROM SEWERS. IF CONDITIONS EXIST SUCH THAT THIS SEPARATION CANNOT BE ACHIEVED,
THE WATER MAIN CAN BE INSTALLED AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, EITHER IN A SEPARATE TRENCH, OR IN THE SAME TRENCH ON A BENCH OF UNDISTURBED EARTH.
2.WHEN CROSSING A WATER MAIN OVER A SEWER, THE WATER MAIN SHALL BE LAID AT LEAST 18 INCHES ABOVE THE SEWER. IF CONDITIONS EXIST SUCH THAT THIS SEPARATION CANNOT BE
ACHIEVED, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS THAT MEET WATER MAIN STANDARDS. THE DUCTILE IRON PIPE SHALL EXTEND 10
FEET ON EACH SIDE OF THE CROSSING WITH A SECTION OF WATER MAIN PIPE CENTERED ON THE CROSSING.
3.CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF
FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
4.WHERE VERTICAL CLEARANCE IS LESS THAN 24" BETWEEN SANITARY SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER SIDE OF
CROSSING AND STORM DRAIN SHALL BE RC PIPE.
5.WHERE VERTICAL CLEARANCE IS LESS THAT 18" BETWEEN WATER MAIN AND STORM DRAIN, WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING AND
STORM DRAIN SHALL BE RC PIPE.
6.SEE DETAIL SHEETS FOR PENDER COUNTY UTILITIES STANDARD NOTES.
NCDOT NOTES:
1.ALL STREETS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS.
2.THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY.
3.ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE NCDOT RIGHT OF WAY.FINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONDATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) [phone] (F)NC License #: C-2846TGCCHBCHB1"=50'07.23.18NORTH CAROLINAPENDER COUNTYNC HWY 210PLAN & PROFILESC-5.1
17180.PESARATOGA PENDER, LLCPO BOX 809WRIGHTSVILLE BEACH, NC 28480SARATOGA10
15
20
25
30
35
11109
8
76
5
4
32
1
52
51
50 49 48
47
46
45
44
43
5
0
EXISTING GRADE
8" C-900 (DR-18)
PVC WATER MAIN
8" C-900 (DR-18)
PVC WATER MAIN
20' UTILITY &
DRAINAGE
EASEMENT
(TYP.)
(1)FIRE HYDRANT
ASSEMBLY
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
3' MIN.
EXISTING 12"
WATER MAIN
10' UTILITY
EASEMENT
(TYP.)
PROPOSED
GRADE
S
A
R
A
T
O
G
A

W
A
Y
50
'

R
I
G
H
T

O
F

W
A
Y
(P
U
B
L
I
C
)SEE SHEET C-5.2[SARATOGA WAY ]PROPOSED SWALE (TYP.)
(SEE GRADING & DRAINAGE
PLANS)
WETLAND AREA
(TYP.)
PROPOSED
EOP (TYP.)
PROPOSED PERMANENT
CULVERT CROSSING
(SEE GRADING & DRAINAGE
PLANS)
WATER / STORM
CROSSING
PROPOSED PERMANENT
CULVERT CROSSING
(SEE GRADING & DRAINAGE
PLANS)
WATER / STORM
CROSSING
3273-07-2677-0000
BROWN LYLE M et al
Deed Book/Page 4625/0751
Plat Book/Page 0145/0047
Zoning: RA NC HWY 210100' RIGHT OF WAY(PUBLIC)15' x 30' x 5'
RECEIVING PIT
CONTRACTOR SHALL TAP
EXISTING 12" WATER MAIN
WITH A 12"x8" TAPPING
SADDLE AND 8" TAPPING
GATE VALVE
PROPOSED WETLAND
IMPACT (TYP.)
STORMWATER NOTE:
1.ALL PIPES SHALL HAVE FLARED END SECTIONS AT OUTFALL UNLESS OTHERWISE SHOWN ON PLANS.
SEE GRADING AND DRAINAGE PLANS FOR MORE DETAILED STORMWATER INFO.NOR T H C AROLIN
A
PRO F E SSIO
N
ENGI N E E RSEAL
A
LTI
MO
THY G. C L I N K S CALES0 2 8 8 4 7
07/26/1850' ROW(TYP.)60 LF - 14" STEEL CASING
(0.250" THICK) BY BORE & JACK
WWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
W
W
WWWWWWW10+0010+0011+0011+47.442
2
2
3
2
4
25
26
26
25
26
25
24
232524242323222223
2324 242325
26 25 24
24
25
25 24 23 23
24
25
26
25
25
25
26
26
24
24
23
23
2
4
2
2
22
2
3
2
2
2
121
2
3
24
26
2
1
21
22
23
25
24
24 25 26
27
26
26
25
25
2527262527262
5
25262421202020202223242125 2423
23 22
22
24 23 22 2223
24
21222327
27 272727
27
272727272727
27
27
26
26
26
26262626
26
26
26
2
6
26
2626
26
2
6
26 26262626252525252525
252
5
2
5
25
2525
2
5
25 2525
2
52525 2
5
2525
252524
24
2
4
24
24 24242424
24
24242424
242424
24
24
24
2
3
2
3
23 23232323
23
2
3
23
23
23 23232323
23
23232323
23
2
323
2323
2
3
23
23
22
22
2
2
22 222222
22222222
22 222221
21
21
2
1
21
2
1
21212121
20
202019
1919
18
181817
171615
15141422
+
0
0
23
+
0
0
24
+
0
0
25
+
0
0
25
+
5
8
.
7
7
26+
0
0
27+00
27+67.
2
1
28+00
29+00
30+00
31+00
32+00
33+00
33+97.
6
934+00
35+00 36+00
37+0
0
20'20'10'10'20'20'5'(TYP.)CONTRACTOR SHALL PROVIDE THE
NECESSARY FITTINGS AND VALVES
TO BEND WATER MAIN AS SHOWN.
SEE DETAIL.2' MIN.2' MIN.CONTRACTOR SHALL PROVIDE THE
NECESSARY FITTINGS AND VALVES
TO BEND WATER MAIN AS SHOWN.
SEE DETAIL.
WATER / STORM CROSSING,
PROVIDE CASING AND 24" MIN.
SEPARATION PER PENDER
COUNTY DETAIL. [TYP.]
(SEE PIPE CROSSING 'A' DETAIL)
24" Ø CLASS III RCP
CULVERT
BURIED 6"
18" Ø CLASS III RCP
CULVERT
BURIED 4"
23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+0023.222.2623.822.5824.922.8925.423.2125.423.5224.723.8424.824.1525.224.4725.424.7825.825.1026.425.4126.125.7326.226.0426.326.3626.726.6826.626.9226.726.7627.126.4527.026.1527.025.8426.425.5324.725.2323.524.9222.224.6223.424.3124.724.0024.523.7023.423.3921.40.63%
0.61%
HIGH POINT STA. = 30+06.51
HIGH POINT ELEV. = 26.92
PVC STA. = 29+71.00PVC ELEV. = 26.81PVI STA. = 30+06.00
PVI ELEV. = 27.03
PVT STA. = 30+41.00PVT ELEV. = 26.81K = 56'
70' VC
20 LF 14" GRADE B STEEL CASING
PIPE (0.25" THICK) AND 8" C-900
(DR-18) PVC CARRIER PIPE
(SEE DETAIL)
20 LF 14" GRADE B STEEL CASING
PIPE (0.25" THICK) AND 8" C-900
(DR-18) PVC CARRIER PIPE
(SEE DETAIL)
HORIZONTAL SCALE: 1" = 50'
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'FINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONDATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) [phone] (F)NC License #: C-2846TGCCHBCHB1"=50'07.23.18NORTH CAROLINAPENDER COUNTYNC HWY 210PLAN & PROFILESC-5.2
17180.PESARATOGA PENDER, LLCPO BOX 809WRIGHTSVILLE BEACH, NC 28480SARATOGA10
15
20
25
30
35
5
10
15
20
25
30
35
5
35
3637
42
11
12
13
14
15
16
22
23
24
25
00STA. 30+05.10 ROAD A =STA. 10+00 ROAD BC/L INTERSECTIONSTA. 34+36.02 ROAD A =STA. 10+00 ROAD CC/L INTERSECTION(1)8"X8" MJ TEE
(2) 8" MJ GATE VALVES
(1)8"X6" MJ TEE
(1)8" MJ GATE VALVE
(1)6" MJ GATE VALVE
UTILITY NOTES: (NCAC 15A.02T.0305 / T15A.18C.0906)
1.WATER MAINS SHALL BE LAID SO AS TO PROVIDE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET FROM SEWERS. IF CONDITIONS EXIST SUCH THAT THIS SEPARATION CANNOT BE ACHIEVED,
THE WATER MAIN CAN BE INSTALLED AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, EITHER IN A SEPARATE TRENCH, OR IN THE SAME TRENCH ON A BENCH OF UNDISTURBED EARTH.
2.WHEN CROSSING A WATER MAIN OVER A SEWER, THE WATER MAIN SHALL BE LAID AT LEAST 18 INCHES ABOVE THE SEWER. IF CONDITIONS EXIST SUCH THAT THIS SEPARATION CANNOT BE
ACHIEVED, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS THAT MEET WATER MAIN STANDARDS. THE DUCTILE IRON PIPE SHALL EXTEND 10
FEET ON EACH SIDE OF THE CROSSING WITH A SECTION OF WATER MAIN PIPE CENTERED ON THE CROSSING.
3.CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF
FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
4.WHERE VERTICAL CLEARANCE IS LESS THAN 24" BETWEEN SANITARY SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER SIDE OF
CROSSING AND STORM DRAIN SHALL BE RC PIPE.
5.WHERE VERTICAL CLEARANCE IS LESS THAT 18" BETWEEN WATER MAIN AND STORM DRAIN, WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING AND
STORM DRAIN SHALL BE RC PIPE.
6.SEE DETAIL SHEETS FOR PENDER COUNTY UTILITIES STANDARD NOTES.
NCDOT NOTES:
1.ALL STREETS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS.
2.THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY.
3.ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE NCDOT RIGHT OF WAY.
PROPOSED SWALE
(TYP.)
(SEE GRADING &
DRAINAGE PLANS)
(1)FIRE HYDRANT
ASSEMBLY
EXISTING GRADE
8" C-900 (DR-18)
PVC WATER MAIN
3' MIN.
PROPOSED
GRADE
EXISTING GRADE
(TYPICAL)
8" C-900 (DR-18)
PVC WATER MAIN
8" C-900 (DR-18)
PVC WATER MAIN ROAD C50' RIGHT OF WAY(PUBLIC)SARAT
O
G
A

W
A
Y
50' RI
G
H
T

O
F

W
A
Y
(PUBL
I
C
)
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALESEE SHEET C-5.1[SARATOGA WAY ]SEE SHEET C-5.3[SARATOGA WAY ]PROPOSED SWALE (TYP.)
(SEE GRADING & DRAINAGE
PLANS)
PROPOSED
EOP (TYP.)
UTILITY & DRAINAGE
EASMENT (TYP.)
SEE SHEET C-5.
5
[ROAD C ]
SEE SHE
E
T

C
-
5
.
4
[SECRE
T
A
R
I
A
T

R
U
N
]
(1)FIRE HYDRANT
ASSEMBLY
(1)FIRE HYDRANT
ASSEMBLY
PROPOSED WETLAND
IMPACT (TYP.)
PROPOSED PERMANENT
CULVERT CROSSING
(SEE GRADING & DRAINAGE
PLANS)
WATER / STORM
CROSSING
PROPOSED PERMANENT
CULVERT CROSSING
(SEE GRADING & DRAINAGE
PLANS)
WATER / STORM
CROSSING
SECRETAR
IA
T RUN50
' R
IGH
T O
F WAY
(PUB
L
IC
)
STORMWATER NOTE:
1.ALL PIPES SHALL HAVE FLARED END SECTIONS AT OUTFALL UNLESS OTHERWISE SHOWN ON PLANS.
SEE GRADING AND DRAINAGE PLANS FOR MORE DETAILED STORMWATER INFO.NOR T H C AROLIN
A
PRO F E SSIO
N
ENGI N E E RSEAL
A
LTI
MO
THY G. C L I N K S CALES0 2 8 8 4 7
07/23/1850' ROW(TYP.)6" C-900 (DR-18)
PVC WATER MAIN
W
W
W
W
W
W
WWWWWW
W
W
W
W
W
W
W
W
W
W W W W W W W
W
W
W
W
W
W
W
W
W
W
W WW WWWWWW23
22
22
2
3
24
25 2525262
6
25
24
23
23
22
2
2
20
2
1
2
1
22
20
21
21
21
2121
21
22 20 21 22
24
23
22
21
22 25242323
24
23 242525262525
24
2
4 25252424
24
252424232322232425
23
22
22
21
212221201920212220
21
16161717181821
22
212
0
20
21 20
2
1
2
2
19
19182
0
192
1212423
22
22
23
26
2626
26
26
2
6
26
262626
26
26
2525252525
25
25
25
25
2
5
252525252525 2524242424
2424
2424
24242424242424
24
24
24 232323
232323232
3
23
232323
2323
22
22
2
22222222222
22222
2
22
21
21 2
1
2121
21
21
2121
2
1
2121
202020
20
20202020
20
1
9
19
19
19
19
19
18
181818
18
17
1
7
17
16
1
6
15 151
5
14
35+0
0
36
+
0
0
3
7
+
0
0
3
7
+
1
6
.
3
3
3
7
+
6
2
.
3
5
3
8
+
0
0
39
+
0
0
40+
0
0
41+00
42+00 43+00
43+62.58
44+00
44+33.96
45+00 46+0047+0047+71.3848+0048+89.4120'5'(TYP.)20'20'10'10'CONTRACTOR SHALL PROVIDE THE
NECESSARY FITTINGS AND VALVES
TO BEND WATER MAIN AS SHOWN.
SEE DETAIL.
CONTRACTOR SHALL PROVIDE THE
NECESSARY FITTINGS AND VALVES
TO BEND WATER MAIN AS SHOWN.
SEE DETAIL.
CONTRACTOR SHALL PROVIDE THE
NECESSARY FITTINGS AND VALVES
TO BEND WATER MAIN AS SHOWN.
SEE DETAIL.
CONTRACTOR SHALL PROVIDE THE
NECESSARY FITTINGS AND VALVES
TO BEND WATER MAIN AS SHOWN.
SEE DETAIL.2' MIN.2' MIN.2' MIN.2' MIN.WATER / STORM CROSSING,
PROVIDE CASING AND 24" MIN.
SEPARATION PER PENDER
COUNTY DETAIL. [TYP.]
(SEE PIPE CROSSING 'A' DETAIL)
WATER / STORM CROSSING,
PROVIDE CASING AND 24" MIN.
SEPARATION PER PENDER
COUNTY DETAIL. [TYP.]
(SEE PIPE CROSSING 'A' DETAIL)
WATER / STORM CROSSING,
PROVIDE CASING AND 24" MIN.
SEPARATION PER PENDER
COUNTY DETAIL. [TYP.]
(SEE PIPE CROSSING 'A' DETAIL)
WATER / STORM CROSSING,
PROVIDE CASING AND 24" MIN.
SEPARATION PER PENDER
COUNTY DETAIL. [TYP.]
(SEE PIPE CROSSING 'A' DETAIL)
(2) 24" Ø CLASS III RCP
CULVERTS
BURIED 6"
24" Ø CLASS IV RCP
CULVERT
BURIED 6"
(3) 24" Ø CLASS IV RCP
CULVERTS
BURIED 6"
18" Ø CLASS IV RCP
CULVERT
BURIED 4"
37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00
0
5
10
15
20
25
30
35
20.922.6720.622.3319.722.3320.022.5720.122.7120.122.4821.022.1820.622.1220.222.3619.722.6319.222.8119.722.6620.922.4022.322.2623.322.6523.223.5922.424.6622.625.1923.525.0924.525.1725.025.4225.625.6725.825.9226.026.170.50%
LOW POINT STA. = 37+76.12
LOW POINT ELEV. = 22.28
PVC STA. = 37+35.00PVC ELEV. = 22.42PVI STA. = 37+70.00
PVI ELEV. = 22.17
PVT STA. = 38+05.00PVT ELEV. = 22.35K = 57'
70' VC
0.60%
HIGH POINT STA. = 38+93.02
HIGH POINT ELEV. = 22.71
PVC STA. = 38+61.17PVC ELEV. = 22.63PVI STA. = 38+96.17
PVI ELEV. = 22.81
PVT STA. = 39+31.17PVT ELEV. = 22.60K = 63'
70' VC
0.52%
LOW POINT STA. = 40+32.56
LOW POINT ELEV. = 22.10
PVC STA. = 39+95.00PVC ELEV. = 22.21PVI STA. = 40+30.00
PVI ELEV. = 22.00
PVT STA. = 40+65.00PVT ELEV. = 22.18K = 62'
70' VC
0.52%
HIGH POINT STA. = 42+03.57
HIGH POINT ELEV. = 22.81
PVC STA. = 41+68.43PVC ELEV. = 22.72PVI STA. = 42+03.43
PVI ELEV. = 22.90
PVT STA. = 42+38.43PVT ELEV. = 22.72K = 67'
70' VC
2.22%
LOW POINT STA. = 43+40.90
LOW POINT ELEV. = 22.25
PVC STA. = 43+18.23PVC ELEV. = 22.31PVI STA. = 43+78.23
PVI ELEV. = 22.00
PVT STA. = 44+38.23PVT ELEV. = 23.33K = 44'
120' VC
0.50%
HIGH POINT STA. = 45+63.67
HIGH POINT ELEV. = 25.21
PVC STA. = 44+82.05PVC ELEV. = 24.30PVI STA. = 45+32.05
PVI ELEV. = 25.41
K = 37'
100' VC
0.50%
LOW POINT STA. = 46+15.00
LOW POINT ELEV. = 25.08
PVC STA. = 45+85.00PVC ELEV. = 25.15PVI STA. = 46+15.00
PVI ELEV. = 25.00
PVT STA. = 46+45.00PVT ELEV. = 25.15K = 60'
60' VC
PVT STA. = 45+82.05PVT ELEV. = 25.1630 LF 14" GRADE B STEEL CASING
PIPE (0.25" THICK) AND 8" C-900
(DR-18) PVC CARRIER PIPE
(SEE DETAIL)
30 LF 14" GRADE B STEEL CASING
PIPE (0.25" THICK) AND 8" C-900
(DR-18) PVC CARRIER PIPE
(SEE DETAIL)
20 LF 14" GRADE B STEEL CASING
PIPE (0.25" THICK) AND 8" C-900
(DR-18) PVC CARRIER PIPE
(SEE DETAIL)
20 LF 14" GRADE B STEEL CASING
PIPE (0.25" THICK) AND 8" C-900
(DR-18) PVC CARRIER PIPE
(SEE DETAIL)
HORIZONTAL SCALE: 1" = 50'
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'FINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONDATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) [phone] (F)NC License #: C-2846TGCCHBCHB1"=50'07.23.18NORTH CAROLINAPENDER COUNTYNC HWY 210PLAN & PROFILESC-5.3
17180.PESARATOGA PENDER, LLCPO BOX 809WRIGHTSVILLE BEACH, NC 28480SARATOGA10
15
20
25
30
35
5
30
31
32
33
34
35
25
26
27
28 29
0
EXISTING
GRADE
8" C-900 (DR-18)
PVC WATER MAIN
UTILITY NOTES: (NCAC 15A.02T.0305 / T15A.18C.0906)
1.WATER MAINS SHALL BE LAID SO AS TO PROVIDE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET FROM SEWERS. IF CONDITIONS EXIST SUCH THAT THIS SEPARATION CANNOT BE ACHIEVED,
THE WATER MAIN CAN BE INSTALLED AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, EITHER IN A SEPARATE TRENCH, OR IN THE SAME TRENCH ON A BENCH OF UNDISTURBED EARTH.
2.WHEN CROSSING A WATER MAIN OVER A SEWER, THE WATER MAIN SHALL BE LAID AT LEAST 18 INCHES ABOVE THE SEWER. IF CONDITIONS EXIST SUCH THAT THIS SEPARATION CANNOT BE
ACHIEVED, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS THAT MEET WATER MAIN STANDARDS. THE DUCTILE IRON PIPE SHALL EXTEND 10
FEET ON EACH SIDE OF THE CROSSING WITH A SECTION OF WATER MAIN PIPE CENTERED ON THE CROSSING.
3.CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF
FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
4.WHERE VERTICAL CLEARANCE IS LESS THAN 24" BETWEEN SANITARY SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER SIDE OF
CROSSING AND STORM DRAIN SHALL BE RC PIPE.
5.WHERE VERTICAL CLEARANCE IS LESS THAT 18" BETWEEN WATER MAIN AND STORM DRAIN, WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING AND
STORM DRAIN SHALL BE RC PIPE.
6.SEE DETAIL SHEETS FOR PENDER COUNTY UTILITIES STANDARD NOTES.
NCDOT NOTES:
1.ALL STREETS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS.
2.THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY.
3.ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE NCDOT RIGHT OF WAY.
(1)FIRE HYDRANT
ASSEMBLY
(1)FIRE
HYDRANT
ASSEMBLY
(1)FIRE
HYDRANT
ASSEMBLY
PROPOSED SWALE (TYP.)
(SEE GRADING &
DRAINAGE PLANS)3' MIN.8" C-900
(DR-18) PVC
WATER MAIN
8" C-900
(DR-18) PVC
WATER MAIN
PROPOSED
GRADESEE S
H
E
E
T
C-5.2[SARA
T
O
G
A
W
A
Y ]
PROPOSED
EOP (TYP.)
SA
R
A
T
O
G
A

W
A
Y
50'

R
I
G
H
T

O
F

W
A
Y
(P
U
B
L
I
C
)
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
PROPOSED WETLAND
IMPACT (TYP.)PROPOSED PERMANENT
CULVERT CROSSING
(SEE GRADING & DRAINAGE
PLANS)
WATER / STORM
CROSSING
PROPOSED PERMANENT
CULVERT CROSSING
(SEE GRADING & DRAINAGE
PLANS)
WATER / STORM
CROSSING
PROPOSED PERMANENT
CULVERT CROSSING
(SEE GRADING & DRAINAGE
PLANS)
WATER / STORM
CROSSING
STORMWATER NOTE:
1.ALL PIPES SHALL HAVE FLARED END SECTIONS AT OUTFALL UNLESS OTHERWISE SHOWN ON PLANS.
SEE GRADING AND DRAINAGE PLANS FOR MORE DETAILED STORMWATER INFO.NOR T H C AROLIN
A
PRO F E SSIO
N
ENGI N E E RSEAL
A
LTI
MO
THY G. C L I N K S CALES0 2 8 8 4 7
07/23/18
PROPOSED PERMANENT
CULVERT CROSSING
(SEE GRADING & DRAINAGE
PLANS)
WATER / STORM
CROSSING
50' ROW(TYP.)(1) BLOWOFF
ASSEMBLY
WETLAND AREA
(TYP.)
UTILITY & DRAINAGE
EASMENT (TYP.)
PROPOSED WETLAND
IMPACT (TYP.)
(1) PERMANENT
BLOWOFF ASSEMBLY
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
0
5
10
15
20
25
30
35
0
5
10
15
20
25
30
35
26.626.9227.326.6727.326.4226.826.1626.325.4324.824.0122.622.2621.421.1221.920.6521.320.3920.419.7319.518.4518.417.1217.116.3415.516.1415.416.3714.816.6214.516.6414.216.1514.015.380.50%
3.78
%PVC STA. = 11+40.00PVC ELEV. = 26.22PVI STA. = 12+00.00
PVI ELEV. = 25.92
PVT STA. = 12+60.00PVT ELEV. = 23.65K = 37'
120' VC
0.50%PVC STA. = 12+70.00PVC ELEV. = 23.27PVI STA. = 13+30.00
PVI ELEV. = 21.00
PVT STA. = 13+90.00PVT ELEV. = 20.70K = 37'
120' VC
2.96
%PVC STA. = 14+41.25PVC ELEV. = 20.44PVI STA. = 14+91.25
PVI ELEV. = 20.19
PVT STA. = 15+41.25PVT ELEV. = 18.71K = 41'
100' VC
1.30%PVC STA. = 15+65.00PVC ELEV. = 18.01PVI STA. = 16+00.00
PVI ELEV. = 16.97
PVT STA. = 16+35.00PVT ELEV. = 16.52K = 42'
70' VC
0.50%
LOW POINT STA. = 16+90.51
LOW POINT ELEV. = 16.13
PVC STA. = 16+40.00PVC ELEV. = 16.45PVI STA. = 16+75.00
PVI ELEV. = 16.00
PVT STA. = 17+10.00PVT ELEV. = 16.17K = 39'
70' VC
1.54%
HIGH POINT STA. = 18+26.74
HIGH POINT ELEV. = 16.70
PVC STA. = 18+02.24PVC ELEV. = 16.64PVI STA. = 18+52.24
PVI ELEV. = 16.89
PVT STA. = 19+02.24PVT ELEV. = 16.12K = 49'
100' VC
CONTRACTOR SHALL PROVIDE THE
NECESSARY FITTINGS AND VALVES
TO BEND WATER MAIN AS SHOWN.
SEE DETAIL.
WATER / STORM CROSSING,
PROVIDE CASING AND 24" MIN.
SEPARATION PER PENDER
COUNTY DETAIL. [TYP.]
(SEE PIPE CROSSING 'A' DETAIL)
(3) 30" CLASS IV
RCP CULVERTS
BURIED 6"2' MIN.30 LF 12" GRADE B STEEL CASING
PIPE (0.25" THICK) AND 6" C-900
(DR-18) PVC CARRIER PIPE
(SEE DETAIL)WWWW
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W
W
W
W
W
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W
W
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W
W
W
W
W
W W W W W W W W
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W
W
W
W
W
W
W
W
W
W
W
10+0010+4
1
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.
6
6
1
2
+
0
0
1
2
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9
1
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6
3
13
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0
0
14+00 15+00
15+3
8.
9
7
15+6
6.
3
6
16+00
17+00 17+32.02
18+00
18+58.28
19+00
19+5
7
.
3
0
19+7
4
.
6
2
26
26
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22
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15 1526
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16 162120191817171819202020222321 15 15
16212220
'10'10'20'20'5'(TYP.)HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'FINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONDATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) [phone] (F)NC License #: C-2846TGCCHBCHB1"=50'07.23.18NORTH CAROLINAPENDER COUNTYNC HWY 210PLAN & PROFILESC-5.4
17180.PESARATOGA PENDER, LLCPO BOX 809WRIGHTSVILLE BEACH, NC 28480SARATOGA0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
HORIZONTAL SCALE: 1" = 50'
22
16
23
24 25 26
27
21
20
19
1817
EXISTING GRADE
8" C-900 (DR-18)
PVC WATER MAIN
UTILITY NOTES: (NCAC 15A.02T.0305 / T15A.18C.0906)
1.WATER MAINS SHALL BE LAID SO AS TO PROVIDE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET FROM SEWERS. IF CONDITIONS EXIST SUCH THAT THIS SEPARATION CANNOT BE ACHIEVED,
THE WATER MAIN CAN BE INSTALLED AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, EITHER IN A SEPARATE TRENCH, OR IN THE SAME TRENCH ON A BENCH OF UNDISTURBED EARTH.
2.WHEN CROSSING A WATER MAIN OVER A SEWER, THE WATER MAIN SHALL BE LAID AT LEAST 18 INCHES ABOVE THE SEWER. IF CONDITIONS EXIST SUCH THAT THIS SEPARATION CANNOT BE
ACHIEVED, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS THAT MEET WATER MAIN STANDARDS. THE DUCTILE IRON PIPE SHALL EXTEND 10
FEET ON EACH SIDE OF THE CROSSING WITH A SECTION OF WATER MAIN PIPE CENTERED ON THE CROSSING.
3.CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF
FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
4.WHERE VERTICAL CLEARANCE IS LESS THAN 24" BETWEEN SANITARY SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER SIDE OF
CROSSING AND STORM DRAIN SHALL BE RC PIPE.
5.WHERE VERTICAL CLEARANCE IS LESS THAT 18" BETWEEN WATER MAIN AND STORM DRAIN, WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING AND
STORM DRAIN SHALL BE RC PIPE.
6.SEE DETAIL SHEETS FOR PENDER COUNTY UTILITIES STANDARD NOTES.
NCDOT NOTES:
1.ALL STREETS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS.
2.THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY.
3.ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE NCDOT RIGHT OF WAY.
(1)FIRE HYDRANT
ASSEMBLY
PROPOSED
SWALE (TYP.)
(SEE GRADING &
DRAINAGE PLANS)
(1)8"X8" MJ TEE
(2)8" MJ GATE VALVE
PROPOSED
8" C-900 (DR-18)
PVC WATER MAIN
3' MIN.(1)TEMPORARY BLOWOFF
ASSEMBLY ( SEE DETAIL)
[RESTRAIN AS REQUIRED]
PROPOSED
GRADESEE
SHEET
C
-
5
.
2
[
SARATOGA
WAY

]
SARA
T
O
G
A

W
A
Y
50' R
I
G
H
T

O
F

W
A
Y
(PU
B
L
I
C
)
PROPOSED PERMANENT
CULVERT CROSSING
(SEE GRADING & DRAINAGE
PLANS)
WATER / STORM
CROSSING
STORMWATER NOTE:
1.ALL PIPES SHALL HAVE FLARED END SECTIONS AT OUTFALL UNLESS OTHERWISE SHOWN ON PLANS.
SEE GRADING AND DRAINAGE PLANS FOR MORE DETAILED STORMWATER INFO.NOR T H C AROLIN
A
PRO F E SSIO
N
ENGI N E E RSEAL
A
LTI
MO
THY G. C L I N K S CALES0 2 8 8 4 7
07/23/18
UTILITY & DRAINAGE
EASMENT (TYP.)
WETLAND AREA
(TYP.)
PROPOSED
EOP (TYP.)SEE
SHEET
C
-
5
.
2
[
SARATOGA
WAY

]
SECRETA
R
I
A
T

W
A
Y
50'RIGHT O
F

W
A
Y

(
P
U
B
L
I
C
)50' ROW(TYP.)PROPOSED WETLAND
IMPACT (TYP.)
(1)8" MJ GATE VALVE
(1)8" MJ PLUG TAPPED 2"
(1)2" TEMPORARY
BLOW-OFF ASSEMBLY
10+00 11+00 12+00 13+00 14+00
0
5
10
15
20
25
30
35
0
5
10
15
20
25
30
35
23.024.4022.724.6524.024.9025.025.1525.425.4025.825.6526.125.9426.826.4727.827.050.50%
1.15%PVC STA. = 12+75.00PVC ELEV. = 25.77PVI STA. = 13+00.00
PVI ELEV. = 25.90
PVT STA. = 13+25.00PVT ELEV. = 26.18K = 77'
50' VCWWWWWWWWWWWWWW
W
W
W
W
W
W W W
W W
W
W
10+00
11+00
11+47
.
4
4
12+00 12+46.76
13+00
14+00
14+46.06
282828282828272727272727272726262626262525252525252524242424242323232323W WWW
W
28282828282827272727272727272626262626252525252525252424242424232323232322.5328.2123.4826.0028.1022.8020'25242325
26
27
2
8
27
27
2626
272728262525
2424
24
252526
24
23 2423
22
22232324242325242323242525
252423232224232222232420'5'(TYP.)HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'FINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONDATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) [phone] (F)NC License #: C-2846TGCCHBCHB1"=50'07.23.18NORTH CAROLINAPENDER COUNTYNC HWY 210PLAN & PROFILESC-5.5
17180.PESARATOGA PENDER, LLCPO BOX 809WRIGHTSVILLE BEACH, NC 28480SARATOGA0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
HORIZONTAL SCALE: 1" = 50'
SEE SHEET C-5.2
[SARATOGA WAY ]
42
41
40
39
38
37
EXISTING GRADE
6" C-900 (DR-18) PVC
WATER MAIN
UTILITY NOTES: (NCAC 15A.02T.0305 / T15A.18C.0906)
1.WATER MAINS SHALL BE LAID SO AS TO PROVIDE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET FROM SEWERS. IF CONDITIONS EXIST SUCH THAT THIS SEPARATION CANNOT BE ACHIEVED,
THE WATER MAIN CAN BE INSTALLED AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, EITHER IN A SEPARATE TRENCH, OR IN THE SAME TRENCH ON A BENCH OF UNDISTURBED EARTH.
2.WHEN CROSSING A WATER MAIN OVER A SEWER, THE WATER MAIN SHALL BE LAID AT LEAST 18 INCHES ABOVE THE SEWER. IF CONDITIONS EXIST SUCH THAT THIS SEPARATION CANNOT BE
ACHIEVED, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS THAT MEET WATER MAIN STANDARDS. THE DUCTILE IRON PIPE SHALL EXTEND 10
FEET ON EACH SIDE OF THE CROSSING WITH A SECTION OF WATER MAIN PIPE CENTERED ON THE CROSSING.
3.CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF
FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE
SHALL BE CENTERED AT THE POINT OF CROSSING.
4.WHERE VERTICAL CLEARANCE IS LESS THAN 24" BETWEEN SANITARY SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER SIDE OF
CROSSING AND STORM DRAIN SHALL BE RC PIPE.
5.WHERE VERTICAL CLEARANCE IS LESS THAT 18" BETWEEN WATER MAIN AND STORM DRAIN, WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING AND
STORM DRAIN SHALL BE RC PIPE.
6.SEE DETAIL SHEETS FOR PENDER COUNTY UTILITIES STANDARD NOTES.
NCDOT NOTES:
1.ALL STREETS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS.
2.THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY.
3.ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE NCDOT RIGHT OF WAY.
(1)FIRE HYDRANT ASSEMBLY
(1)8"X6" MJ TEE
(1)8" MJ GATE VALVE
(1)6" MJ GATE VALVE
3' MIN.KEENELAN
D

C
O
U
R
T
50' RIGHT

O
F

W
A
Y
(PUBLIC)
PROPOSED SWALE (TYP.)
(SEE GRADING & DRAINAGE
PLANS)
WETLAND AREA
(TYP.)
SEE S
H
E
E
T

C
-
5
.
2
[SARA
T
O
G
A

W
A
Y

]
PROPOSED
6" C-900
(DR-18) PVC
WATER MAIN
PROPOSED
EOP (TYP.)
(1)4" 45° BEND
(1)4" 45° BEND
(1)4" 45° BEND
(1)4" 45° BEND
(1)4" 45° BEND
(1)4" 45° BEND
PROPOSED
GRADEROAD A50' RIGHT OF WAY(PUBLIC)(1)FIRE HYDRANT ASSEMBLY
STORMWATER NOTE:
1.ALL PIPES SHALL HAVE FLARED END SECTIONS AT OUTFALL UNLESS OTHERWISE SHOWN ON PLANS.
SEE GRADING AND DRAINAGE PLANS FOR MORE DETAILED STORMWATER INFO.NOR T H C AROLIN
A
PRO F E SSION
ENGI N E E RSEAL
A
LTI
MO
T
HY G. C L I N K S CALES0 2 8 8 4 7
07/23/18
UTILITY & DRAINAGE
EASMENT (TYP.)20'20'50' ROW(TYP.)(1)MJ 6"x4"
REDUCER
(1) PERMANENT
BLOWOFF ASSEMBLY
6" C-900 (DR-18) PVC
WATER MAIN
GROOVED CONTRACTION
1/2" EXPANSION JOINT- MAX. 50' O.C.
& BETWEEN STRUCTURES
4"
5'-0"
PLAN VIEW
SECTION VIEW
1/4" PER FT.
3000 PSI
CONCRETE
RAD.
1/8"
EXPANSION JOINT
1/2" JOINT
SEALER
CONTRACTION JOINT
1/8'' RADIUS, TYP.
DUMMY GROOVE
1/8"
4"1"
ASPHALT
PAVEMENT
VARIES
ON-SITE SIDEWALK DETAIL
NOT TO SCALE
YELLOW OR WHITE
WHITE
YELLOW
WHITE
YELLOW OR WHITE
WHITE
WHITE
YELLOW OR WHITE
YELLOW OR WHITE
2' MINI-SKIP LINES
10' SKIP LINES
STOP OR TRANSVERSE BAR
CROSSWALK LINE
DIAGONAL LINE
GORE LINE
CENTER LINE
TURN LANE LINE
EDGE LINE
PAVEMENT MARKINGS LINE TYPES
NOT TO SCALE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION3
1
3
1
VEGETATE ENTIRE SWALE
12"
DEPTH
VARIES
(SEE TABLE)
CONVEYANCE SWALES SECTION
NOT TO SCALE
12"VARIABLE6"PIPE WIDTH6"PIPE WIDTH +24"
TRENCH BOTTOM
EXISTING GROUND COMPACTED BACKFILL
SEE SPECIFICATIONS
SLOPE WALLS TO ANGLE OF
REPOSE OF SOIL OR AS
PER SPECIFICATIONS
COMPACTED PIPE EMBEDMENT
PER SPECIFICATIONS
COMPACTED GRANULAR MATERIAL
IF REQUIRED BY THE ENGINEER
COMPACTED BACKFILL
NOT TO SCALE
STORM DRAIN TRENCH DETAIL
SWALE SCHEDULE
PAVEMENT SECTION
NOT TO SCALE
SIGHT
TRIANGLE
70'10'30'R
SIGHT
TRIANGLE
30'R
20'50'30'R 40'R
50'R
20'
TYPICAL STREET INTERSECTION
NOT TO SCALE 20'CUL-DE-SAC DETAIL
ROAD C
NOT TO SCALE
25'R
DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) [phone] (F)NC License #: C-2846TGCCHBCHBAS NOTED07.23.18NORTH CAROLINAPENDER COUNTYNC HWY 210DETAILSC-6.0
17180.PESARATOGA PENDER, LLCPO BOX 809WRIGHTSVILLE BEACH, NC 28480SARATOGANOTES:
1.SEE GRADING AND DRAINAGE PLANS FOR GRADES,
INVERTS, ETC. FOLLOWING THIS TYP. SECTION.
2.VEGETATE SWALES ACCORDING TO SEEDING SCHEDULE
IMMEDIATELY UPON COMPLETION.
3.TEMPORARY LINER SHALL BE PLACED ON THE BOTTOM
AND UP THE SIDE SLOPES TO MIN. DEPTH OF 1.0 FT; MULCH
ACCORDING TO SEEDING SPECIFICATIONS ABOVE THAT
HEIGHT. LINER SHALL BE EXCELSIOR MATTING OR COIR
FIBER MATTING.
4.A MINIMUM OF 0.5' DEPTH SHALL BE ADDED TO EACH
SWALE OR, A MINIMUM ELEVATION MAINTAINED AS
ANNOTATED ON PLAN, WHICHEVER IS GREATER.
5.SEE PLAN FOR HORIZONTAL LOCATION OF SWALES.
24'
1/4" PER FT
SLOPES= 3:1
50' R/W
6"-B25.0B BASE
1/4" PER FT
1.5"-SF9.5A SURFACE DRAINAGE SWALE,
TYP.
* HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRITICAL POINTS ALONG THE CHANNEL SURFACE.
** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY
BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
A. OVERLAPS AND SEAMS
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE
SLOPE VERTICES
CRITICAL POINTS6"(15CM)4"-6"
(10CM-15CM)
12"
(30CM)
6"
(15CM)6"(15CM)6"(15CM)4"
(10CM)4"(10CM)2"-5"
(5CM-12.5CM)
C
B
A
B
C
A
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
2. DO NOT SCALE DRAWINGS.
ROLLED EROSION CONTROL LINING
NOT TO SCALE
4,000 PSI CONCRETE
ASPHALT TO CONCRETE PAVEMENT TRANSITION
NOT TO SCALE
ASPHALT
COMPACTED SUBGRADE TO
95% STANDARD PROCTOR
CURB END TAPER DETAIL
NOT TO SCALE
5'
ELEVATION VIEW
PLAN VIEW
5'
PROPOSED
CONCRETE CURBING
NOR T H C AROLIN
A
PRO F E SSIO
N
ENGI N E E RSEAL
A
LTI
MO
THY G. C L I N K S CALES0 2 8 8 4 7
07/23/18
13'
VARIES (SEE PLAN)
6'
SLOPES= 3:1
DRAINAGE SWALE,
TYP.
13'
VARIES (SEE PLAN)
6'
20'
1/4" PER FT
SLOPES= 3:1
50' R/W
6"-B25.0B BASE
1/4" PER FT
1.5"-SF9.5A SURFACE DRAINAGE SWALE,
TYP.
15'
VARIES (SEE PLAN)
6'
SLOPES= 3:1
DRAINAGE SWALE,
TYP.
15'
VARIES (SEE PLAN)
6'
* FOR ROAD SECTIONS, PAVEMENT SECTION WILL BE BASED ON
SOILS REPORT BY A GEOTECHNICAL ENGINEER. GN.
METHOD OF TREE PROTECTION
EXISTING TREE
3' MIN. STAKE
HEIGHT ABOVE
GRADE
DRIPLINE
PROTECTIVE BARRIER
NOTE:
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
THE TIPS OF THE OUTERMOST BRANCHES.
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
NOT TO SCALE
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
DURING CONSTRUCTION LODLODLODLODLOD1. ESTABLISH LIMITS OF DISTURBANCE FOR EACH INDIVIDUAL LOT.
2. INSTALL SILT FENCE ON DOWNSTREAM SIDE OF PROPERTY.
3. BEGIN CLEARING AND GRUBBING WITHIN LIMITS.
CONSTRUCTION SEQUENCE
INDIVIDUAL LOT EROSION CONTROL PLANS
NOT TO SCALE
SECTION VIEW
6" DIVERSION TO DIRECT RUNOFF FROM R/W
COARSE AGGREGATE
PUBLI
C
R
O
A
D
PLAN VIEW
6" MIN.
2" - 3"
50'
M
I
N
.15' MIN.
REQ
UI
R
E
D
AS
NOT TO SCALE
50' MIN.
TEMPORARY CONSTRUCTION ENTRANCE
DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) [phone] (F)NC License #: C-2846TGCCHBCHBAS NOTED07.23.18NORTH CAROLINAPENDER COUNTYNC HWY 210DETAILSC-6.1
17180.PESARATOGA PENDER, LLCPO BOX 809WRIGHTSVILLE BEACH, NC 28480SARATOGAFINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONHEADWALL DETAIL
ENDWALL DETAIL
STEEP SLOPE MATTING
NOT TO SCALE
La, LENGTH
W, WIDTHRIP-RAP
THICK (t)STORM DRAIN PIPE
PLAN
FLOW
X X X X X X X X X X X X X X X X X X X X X X X X X X
NON-WOVEN FILTER FABRIC
SECTION
STORM DRAIN PIPE
TAILWATER
SLOPE = 0%
PIPE OUTLETS SHALL HAVE
FLARED END SECTIONS
(UNLESS OTHERWISE INDICATED OR
IF PIPES ENTERING PONDS ARE
SUBMERGED)
NCDOT CLASS B (d50=8") EROSION
CONTROL STONE
ON A LAYER OF 4" NCDOT #5 OR #57
STONE (t)
RIP-RAP APRON DETAIL
NOT TO SCALE
(GEOTEX 801 OR APPROVED
SUBSTITUTE)
NCDOT - FIGURE 4
NOT TO SCALE
1.) STEEP SLOPE MATTING REQUIRED ON ALL SLOPES STEEPER THAN 3:1
2.) SLEEP SLOPE MATTING SHALL BE NAGREEN VMAX SC250 OR APPROVED EQUAL.
NOTES:
NCDOT - FIGURE 1
MAIL KIOSK
NOT TO SCALE
NOR T H C AROLIN
A
PRO F E SSIO
N
ENGI N E E RSEAL
A
LTI
MO
THY G. C L I N K S CALES0 2 8 8 4 7
07/23/18
RIPRAP LOCATIONS PIPE DIA.
(IN.)
LENGTH, La
(ft)
UPSTREAM WIDTH
(FT.)
DOWNSTREAM
WIDTH, W (FT.)
RIP-RAP APRON SCHEDULE
STONE THICKNESS
t (IN.)
24
30 (2)CULVERT #1
9.013.0
19.0
24 (2)
30 (3)
9.0
13.5
15
CULVERT #3
CULVERT #5
CULVERT #8
CULVERT #9
CULVERT #10
13.5
10.5 10.5
6.09.0 6.0
CULVERT #3A
CULVERT #4
18
18
18
18
18
18
18
9.018 10.54.5 18
9.018 10.54.5
24 6.09.0 6.0
7.018 4.54.5