SW8060609_APPROVED PLANS_20060717

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 UkD Ofo Oq
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
e °`9 °111
YYYYMMDD

I, CHARLES FRANCIS RI . PROFESSIONAL LAND
SURVEYOR, DO HEREBY CERTIFY THAT I HAVE
SURVEYED THE PROPERTY AS SHOWN HEREON IN
ACCORDANCE WITH THE STANDARDS OF PRACTICE
FOR LAND SURVEYING IN NORTH CAROLINA. THAT
THE RATIO OF PRECISION AS CALCULATED BY
r
LATITUDES AND DEPARTURES IS: 1:10.000+
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE "VARIES" WHICH IS
'?�I Z*�
A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL
I
FLOOD INSURANCE PROGRAM. COMMUNITY PANEL NUMBER
370186 0004 E JANUARY 22, 1998
I I
NOTES:
R/W
1) EXISTING 20' UTILITY EASEMENT FOR TOWN OF SURF CITY
I I
I
WATER & SEWER LIES WITHIN THE PRIVATE 30'
R/W OF WALTER R. ATKINSON ROAD
2) ALL DRIVES ARE PERVIOUS MATERIAL,
s
3) EACH LOT IS SUBJECT TO A 5' DRAINAGE & UTILITY
EASEMENT ALONG THE FRONT OF THE LOT
4) LOCATION OF EXISTING TREES AS SHOWN
CONC.
5) 5' CONCRETE WALK ALONG WESTERN SIDE OF STREET TO 8E 4" THICK
SLOPE AS REODIRID WALK
6) PROPOSED WATER MAIN IS 6" AND TIED TO EXISTING 6" MAIN,
TWO FIRE HYDRANTS PROPOSED AS SHOWN"""�-"•'
SECTION AA
7) 404 WETLAND DELINEATION WAS APPROVED BY ROWNO
21
HILLY
1-1/21
U.S. ARMY CORPS OF ENGINEERS ON NOVEMBER 11, 2004
8) COASTAL WETLAND DELINEATION WAS APPROVED BY
SYYNETRICA, CUL-DE-SAC L
DIVISION OF COASTAL MANAGEMENT ON OCTOBER 12, 2004
NO CURB & GLITTER
NOT TO SCALE
�o
h
"v
n0 �m
2 ve
/ 50.00'
12263 Sq. F
S/� 9072 Sq. Ft.
60 L61 L62 L63 L6
•' 761. 3
• ''�' r/A .i_.ir7r
aft,\kt e
'0 ♦ s I1 v
1 ti�,gP •6
4w d. �rs�j
1 - �
PROPOSED �.. 'DRI Pt)SF!
I DWELLING
no
1. 4 tv
1•r I__I r. _
., r., +�r rlr.u.1A ..i. 3
L48 L44
L50 L49 015' L47 L46 L45 3 Is• 1-43 p
19485 Sq. Ft.
9072 Sq. Ft. ,Ln
146.73' 197 IQ' VI
NORMAL HIGH WATER
LINE TABLE
LINE
LENGTH
BEARING
L1
28.20
N39'42'41"W
L2
12.71
N33'35'56"W
L3
18.51
N30'30'41"W
L4
11.67
N36'00'13"W
L5
17.35
N30'17'41"W
L6
24.79
N32'21'17"W
L7
27.89
N37'32'08"W
LB
15.41
N33'36'57"W
L9
37.10
N26'18'54"W
LIO
4.72
N65'46'48"W
L11
17.31
N31'03'10"W
Lit
10.17
N47'33'15"W
L13
23.90
N30'27'42"W
L14
26.66
N37'12'05"W
L15
23.81
N29'35'43"W
L16
28.96
N33'32'01 "W
L17
27.40
N36'03'26"W
L18
28.23
N32'11'14"W
L19
25.12
N31'12'07"W
L20
26.51
N30'03'16"W
L21
27.55
N28'30'00"W
L22
26.91
N38'42'43"W
L23
25.11
N36'32'12"W
L24
29.55
N26'51'29"W
L25
27.38
N34'01'42"W
L26
29.46
N32'04'07"W
L27
27.66
N32'48'25"W
L28
29.64
N3019'06"W
L29
29.07
N28'55'30"W
L30
29.25
N40'35'09"W
L31
28.29
N27'33'41"W
L32
28.48
N32'12'24"W
L33
28.97
N28'26'07"W
L34
25.49
N41'03'53"W
L35
28.76
N31'54'13"W
NORMAL HIGH WATER
LINE TABLE
LINE
LENGTH
BEARING
L36
30.00
N30'57'19"W
L37
17.05
N37'53'44"W
L38
28.38
N31'59'13"W
L39
34.24
N32'30'49"W
L40
32.34
N31'05'02"W
L41
27.27
N34'27'40"W
L42
30.28
N38'40'04"W
L43
31.79
N33'30'45"W
L44
26.18
N32'42'03"W
L45
28.75
N35'47'04"W
L46
30.69
N31'14'48"W
L47
33.07
N3214'08"W
L48
18.35
N33'37'49"W
L49
17.17
N35'44'08"W
L50
31.04
N30'11'47"W
L51
22.42
N64'55'37"E
L52
31.50
N79'24'50"E
L53
25.46
N77'36'51"E
L54
26.7E
N80'54'28"E
L55
25.35
N79'15'43"E
L56
27.64
N65'43'37"E
L57
42.30
N66'26'39"E
L58
30.34
N67'23'07"E
L59
19.87
N85'45'02"E
L60
15.87
S49'30'39"E
L61
16.44
S46'59'57"E
L62
32.22
S23'50'49"E
L63
15.45
S33'37'16'E
L64
16.85
S20'12'28"E
L65
20.61
S46'29'54"E
L66
27.07
S34'50'51"E
L67
10.62
S40'32'07"E
L68
19.94
S25'04'13"E
L69
15.10
S34'47'16"E
L70
26.75
S26'54'46"E
CANAL
114.99'
B I I I I (-Fl LL CONCRETE
K
�! __-__-__\!f_4.5 ASPHALT
----------------I -- --- ;
0.T- ^5.0 5.0
2.6 rnl __-___-_i__ 3.0
CANAL 'w EXISTING
� GRADE jP
�Ij I I GRADE GRADE i PROPOSED `PROPOSED
�I mi z 20 SEWER LINE ° WATER LINE 71
20
zI;
PROPOSED AREA TO BE FlLLED
ESTORATION
TO 4-04 'AETLANDS
S• 10• 10• $'
I
CONC.
WALK SLOPE As REmMm
SECTION BB
D
NOT ro SCALE
TYPICAL SECTION OF TWO LANE ROADWAY X
NO CiX2B h EMITTER 0
fT1
NOT ro SCALE y W
r�
r
0
CAMA NORMAL HIGH WATER LINE
AS PER z
DIVISION OF COASTAL MANAGEMENT r*t
07-20-05 I
I
S33'00'00"E 1239.07'
114.99' 66.26' 56• 58.56,
15167 Sq. Ft. 536 Sq. Ft. 8952 Sq. Ft. 7911 ISq. Ft. 7911 Sq. Ft.
68 L69 mtS L is
L70 L71 172 L73 L74 L79 m
V 75 L80 L81 8 6 L83 L85 mt 1-86 L87 L
r Irrl
rlr ra..� ��rrir ara� ,♦rt �r4►
28 ♦`♦ N .ram` a" rr1 2 22
ft. rri
irrlr 26 �� .r
�,_„_, 30' CAMA BUFFER
„�'r7PLANDS'�, "FR U.S..C'.�O.E.� f�� II
DECK ^ _ DECK DECK
z�
PROPOSED
q, DECK 4&r 723
1404
_I _ N PROPOSED A PRCIPOSED
2D.e• j D � �i.'d' z.h' + �JYG• i�
m DECN %
,<a 66.
GRADE
TO 404
I I I
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81
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CANAL'+ V /'
lop
P�
MON" SIETOH
Mm A CLLL
LEGEND
Au �lllt �Illc� I� I SCM = SET CONCRETE MONUMENT (CONTROL CORNER)
IJL
�IL -1A I I SIR = SET RONK RODKALON NAIL (CONTROL CORNER)
A� v -fSIP = SET IRON PIPE
I I SMN = SET MAGNETIC NAIL (CONTROL CORNER)
-Au R/W - EIA = EXISTING IRON AXLE (FOUND)
EIR = EXISTING IRON ROD (FOUND)
Ep,µy DRIFTWOOD LANE___ I EPK = PARSTING CONCRETE KER-KALON NAIL (FOUND)
(FOUND)
PLANTINGS AS PER WTIGATION PLAN {.� �--' - EMN EIP = EXISTING IRON PIPE (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)
e A R/W = RIGHT-OF-WAY
1a 190 I = CENTERLINE
R/W _ 01 MBL = MINIMUM BUILDING LINE
PUNn..S As PER wim"in PLAN SITE CALCULATIONS
N/F = NOW OR FORMERLY
�' C.C. =CONTROL CORNER
7 xN" sOPE R100 °E" TOTAL ACREAGE: 8.849 ACRES 0 D.& U.E. = DRAINAGE & UTILITY EASEMENT
M TOTAL ACREAGE TO BE SUBDIVIDED: 8.849 ACRES I = POWER LINES
SEMM GE T BE RESIDENTIAL 8 020 ACRES
NOW OR FORMERLY TOTAL ACREA 0 4 CHAIN LINK FENCE
_ TOTAL ACREAGE TO BE NONRESIDENTIAL: 0.829 ACRES (PROPOSED R/W) f 'tti = POWER POLE
HOPKINS 30cam -ELME � NUMBER OF LOTS: 37 0.000 ACRES (PARK) Z {
•� =EXISTING FIRE HYDRANT
SIZE OF LOTS: 7,768 Sq.Ft. AVERAGE (5,000 Sq.Ft. MINIMUM REQUIRED) I ®S = EXISTING SANITARY SEWER MANHOLE
ZONED R-5 SZE OF SMALLEST LOT: 6,755 Sq.Ft., (0.155 ACRES) (LOTS 2, 4, 6, & 8) C I = ASBESTOS CONCRETE PIPE
PROPOSED STREET WIDTH: 20' ASPHALT 01 A.C.
PROPOSED RIGHT-OF-WAY WIDTH: 30' I 0 = ADDRESS
PROPOSED LENGTH OF STREET: 1070' S359.90''E
29.90' I 11 =LOT NUMBER
= PROPOSED FIRE HYDRANT
CANAL CONTROL CORNER EPK QS = PROPOSED SANITARY SEWER MANHOLE
61.85' 100.57' 100.57' 50.00' 50.00' 50.00' 50.00, 50.00, ECM I ® = PROPOSED WATER METER I
® =PROPOSED CLEAN OUT
11396 Sq. Ft. 12858 Sq. Ft. 8356 Sq. Ft. 13587 Sq. Ft. 13587 Sq. Ft. 6755 Sq. Ft. 6755 Sq. Ft. 6755 Sq. Ft. 6755 Sq. Ft. g O I a
15„ L89 L90 L9 L92 L93 L9 mi L96 T L98 L9a 1S L701 L702 16 03 lig4 - 15 L710 m15 115, L118 Y' L118 L119 b1t5 L121 Li
LI 1 L107 LIOB L10 l/ 112
ut S `1A 1r I_ i.a r.. .ar 9434, n
18 r1 �I. 16 14 tLIN� r. 12 10 8 rr` alas
6 i\ o r N
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41.85-V
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II
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1 S56'0817W
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30' R/W g
SIR S33'00'00"E 13 1- 15'
EIP • SIR 71.64 71.72•
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ATKINSON
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PELICAN PETES
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0 PROPOSED
L (0
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LaeIS
L41m
L L39
B L37
L3 L35
L3 mt5' L33
L32 L31
m�' L29
L2t
u9
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mr'� _I.rirrl.
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Irri_ ir.Ir.l
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(n I 37 LOTS
L8
L1
J
m
m1.
m .-
L30
L28 m L27
L26 0 L25
L24 m L23
L22
L20 p
19 L76
L14
L13 2 U1
m LB
^L7
L4 L2 w
Z
7466 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7758 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7 68 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 7768 Sq. Ft. 9563 Sq. Ft. n n
m EIP I ZONED R-5 I
57.99' 57.50' 57.50' 57.50' 57.50' 157.50' 57.50' 57.50' 57.50' 57.50' S7.50' 57.50' 57.50' 57.50' 57.50' 57.50' 57.50' 85.50' 17.00' 30.29' CONTROL
EIP N33-07'06•W CORNER ZONING SETBACKS
CANAL N33'00'00"W 1334.41' 1 CANAL I
NORMAL HIGH WATER
LINE TABLE
LINE
LENGTH
BEARING
L71
28.23
S31'46'54"E
L72
27.95
S36'31'07"E
L73
28.21
S31'39'43"E
L74
24.20
S38'40'17"E
L75
6.59
S68'23'33"E
L76
12.76
S12'48'35"E
L77
16.35
S39'06'35"E
L78
18.70
S25'03'47"E
L79
23.68
S32'06'00"E
L80
37.63
S29'23'30"E
L81
14.73
S40'02'12"E
L82
17.88
S35'24'18"E
L83
26.14
S31'56'22"E
L84
3.45
S55'59'32"E
L85
24.34
S31'02'55"E
L86
26.74
S33'07'44"E
L87
17.97
S26'58'43"E
L88
13.81
S34'34'10"E
L89
25.94
S31'31'30"E
L90
18.23
S36'35'40"E
L91
18.95
S26'58'20"E
L92
30.33
S34'31'20"E
L93
15.80
S31'38'23"E
L94
13.95
S37'31'54"E
L95
11.68
S32'31'26"E
L96
11.59
S22'10'43"E
L97
9.72
S48'46'59"E
L98
16.18
S28-49'22"E
L99
16.44
S28'31'07"E
-100
11.32
S37'57'30"E
L101
23.10
S34'05'18"E
-102
20.47
S33'37'07"E
-103
31.52
S33'38'26"E
-104
19.62
S22'03'01"E
L105
13.24
S30'39'04"E
i CHARLES F. RIGGS & ASSOCIATES, INC.
LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS,
LAND PLANNING & COMPUTER MAPPING
202 WARLICK STREET
P.O. BOX 1570
n JACKSONVILLE, N.C. 28541-1570
TELEPHONE: [phone]
Y FACSIMILE:[phone]
3 E-MAIL: riggslondObizec.rr.com
NORMAL HIGH WATER
LINE TABLE
LINE LENGTH BEARING
L106 8.11 S40'46'00'E
-107 30.72 S32'34'12"E
-108 24.94 S34'32'13'E
L109 30.78 S36'57'51"E
L110 20.81 S29'12'03"E
L111 8.27 S21'24'09"E
L112 12.95 S39'47'27"E
L113 9.65 S31'05'31"E
L114 4.30 S59'01'05"E
L115 14.26 S41'56'00"E
L116 15.17 S32'14'40"E
L117 19.38 S31'33'49"E
L118 19.38 S26'02'10"E
-119 17.32 S33'10'05"E
L120 14.74 S30'32'35"E
L121 19.81 S34'21'19"E
L122 33.87 S35'28'02'E
L123 11.59 S35'36'41"E
i
I
° ,� NOW OR FORMERLY
q i w It JAMES BATTS
I! o D D.B. 1281, P. 340
C i q LOT 14
o° w 1 o° N SHAE'S LANDING
w i w M.B. 31, P. 1
M.B. 31, P. 37
ZONED R-5
EXISTING 404 WETLANDS:
PROPOSED 404 WETLANDS UPON
COMPLETION OF DEVELOPMENT:
NOTE
PROPOSED DWELLINGS WITHIN 75' AEC = 20467 Sq.Ft.
PROPOSED DRIVES WITHIN 75' AEC = 0 Sq.Ft.
PROPOSED STREET WITHIN 75' AEC = 0 Sq.Ft.
PROPOSED WALK WITHIN 75' AEC = 0 Sq.Ft.
TOTAL BUILT UPON SURFACE WITHIN 75' AEC = 20467 Sq.Ft.
TOTAL LOT AREA WITHIN 75' AEC = 193783 Sq.Ft*
PROPOSED BUILT UPON AREA WIT-IIN 75' AEC = 10.5%
NOTE
i
I
° ,� NOW OR FORMERLY
q i w It JAMES BATTS
I! o D D.B. 1281, P. 340
C i q LOT 14
o° w 1 o° N SHAE'S LANDING
w i w M.B. 31, P. 1
M.B. 31, P. 37
ZONED R-5
EXISTING 404 WETLANDS:
PROPOSED 404 WETLANDS UPON
COMPLETION OF DEVELOPMENT:
NOTE
PROPOSED DWELLINGS WITHIN 75' AEC = 20467 Sq.Ft.
PROPOSED DRIVES WITHIN 75' AEC = 0 Sq.Ft.
PROPOSED STREET WITHIN 75' AEC = 0 Sq.Ft.
PROPOSED WALK WITHIN 75' AEC = 0 Sq.Ft.
TOTAL BUILT UPON SURFACE WITHIN 75' AEC = 20467 Sq.Ft.
TOTAL LOT AREA WITHIN 75' AEC = 193783 Sq.Ft*
PROPOSED BUILT UPON AREA WIT-IIN 75' AEC = 10.5%
NOTE
EXISTING 404 WETLANDS:
PROPOSED 404 WETLANDS UPON
COMPLETION OF DEVELOPMENT:
NOTE
PROPOSED DWELLINGS WITHIN 75' AEC = 20467 Sq.Ft.
PROPOSED DRIVES WITHIN 75' AEC = 0 Sq.Ft.
PROPOSED STREET WITHIN 75' AEC = 0 Sq.Ft.
PROPOSED WALK WITHIN 75' AEC = 0 Sq.Ft.
TOTAL BUILT UPON SURFACE WITHIN 75' AEC = 20467 Sq.Ft.
TOTAL LOT AREA WITHIN 75' AEC = 193783 Sq.Ft*
PROPOSED BUILT UPON AREA WIT-IIN 75' AEC = 10.5%
NOTE
NOTE
PROPOSED
DWELLINGS
= 26512
Sq.Ft.
PROPOSED
DRIVES
= 19060
Sq.Ft.
PROPOSED
STREET
= 24726
Sq.Ft.
PROPOSED
WALK
= 4205
Sq.Ft.
PROPOSED
TOTAL BUILT UPON SURFACE
= 74503
Sq.Ft.
TOTAL LOT
AREA ABOVE NHWL =
298015
Sq.Ft.
PROPOSED
BUILT UPON AREA
= 25.0%
CAMA NORMAL HIGH WATER LINE
AS PER
DIVISION OF COASTAL MANAGEMENT
07-20-05
CURVE TABLE
CURVE
LENGTH
RADIUS
DIRECTION
CHORD
C1
20.86'
22.50'
S06'26'06"E
20.12'
C2
23.37'
40.00'
NO3'23'21"E:
23.04'
C3
33.74'
40.00'
N37'30'51"W
32.75'
C4
30.77'
40.00'
N83'42'45" %"
30.01'
C5
24.09'
40.00'
S57'00'00"V/
23.73'
C6
30.77'
40.00'
S17'42'45"W
30.01'
C7
33.74'
40.00'
S28-29'09"E.
32.75'
CS
23.37'
40.00'
S69'23'21"E
23.04'
C9
20.86'
22.50'
N59-33'54"W
20.12'
PROPD$M 5' WALK
FRONT = 15
\ I SIDE = 7.5'
REAR = 30' CAMA
LOT 15
®= ACCESS & GATE EASEMENT 8.849 ACRES
®= 10- PUBLIC ACCESS EASEMENT o INCLUDING THE I
4.0'
r' MBL
III
4
. 9. -
of
.&
'.:9
4.0
82974
Sq.Ft.
m- UNCOVER'-D'DECK
24
1.904
ACRES
I<I
'^
I�
1D
PROPOSED
DWELLING
in
1°
I^
c
nl
86784
Sq.Ft.
W
1.992
ACRES
I
I
I
24
I
VEGETATED
I
b., UNCOVERED DECK
I
VEGETATED
FILTER
3.0'
, ,•
J.0
FILTER
RESTORATION LINE
LOW DENSITY STORMWATER PLAN FOR
THE PENINSULA AT TOPSAIL ISLAND
8.849 ACRE TRACT ON WALTER R. ATKINSON ROAD
TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA
TOWN OF SURF CITY
I I
AREA TO BE RESTORED
TO 404 WETLANDS
20 0 20
LOT DETAIL
(TW %Q
Go AREA BELOW
I THE APPROXIMATE I
w MEAN HIGH
WATER LINE
O
v
OWNERS
R/W-_� z RED APPLE GROUP, LLC
P.O. BOX 689
SHALLOTTE, NC 28459
AE' LANDING I TITLE SOURCE
D.B. 2429, P. 264
SMN
CONTROL ' REFERENCES:
R�W� CORNER D.B. 214. P. 78
I I D.B. 383, P. 368
D.B. 473, P. 189
' D.B. 613, P. 87
D.B. 999, P. 333
L4W 3 D.B. 1095. P. 28
D.B. 1419, P. 149
D.B. 1559, P. 195
D.B. 1867, P. 210
D.B. 2429, P. 264
M.B. 8, P. 90
M.B. 36, P. 44
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
REVISION: WETLANDS 04/06/04
DATE: OCTOBER 28, 2004
DRAWN BY: J. H5LM5
FIELD BOOK: IND. PAGE: 42
CHECKED BY:
COMPUTER: WS6\PROJ\020322SW.dwg
PROJECT NUMBER: 02-03-22M3
SHEET: OF
200
( IN FEET )
1 inch = 50 ft.
REVISION: WETLANDS 04/06/04
DATE: OCTOBER 28, 2004
DRAWN BY: J. H5LM5
FIELD BOOK: IND. PAGE: 42
CHECKED BY:
COMPUTER: WS6\PROJ\020322SW.dwg
PROJECT NUMBER: 02-03-22M3
SHEET: OF
200

LOCATION MAP
w
w
ti
N
w
Z
SITE
J
ulil42llZ•111910111
VICINITY MAP
NO SCALE
Traverse of Coastal Wetland Line
LINE
BEARING
DISTANCE
Ll
N
25023'51'
E
7.27'
L2
N
14015'05'
E
25.07'
L3
N
27°10'57'
E
15.34'
L4
N
34°14'45'
E
28.16'
1_5
N
32913'33'
E
30,02'
L6
N
29°36'50'
E
45.45'
1_7
N
21°46'34'
E
41.41'
LB
N
16048'10'
E
29.21'
L9
N
00°41'33'
W
27.24'
L10
N
35°38'49'
E
16.69,
L11
N
24056'23'
E
35,18'
L12
N
19647'53'
E
29.21,
L13
N
26°10'33'
E
26.40'
L14
N
89033'44'
E
18.02'
L15
S
75951'56'
E
24,47'
L16
S
68'29'20'
E
27,22'
L17
S
65047'49'
E
23,78'
L18
S
69°51'56'
E
31.93'
L19
S
58°52'17'
E
26.96'
L20
S
67°18'34'
E
25.00'
L21
S
81032'55'
E
32,02'
L22
S
68°54'05'
E
34.14'
L23
S
54011'55'
E
21,24'
L24
S
49046'34'
E
14.35'
L25
S
05°14'34'
W
18,33'
L26
S
04°19'08'
E
34.68'
L27
S
16°12'31'
E
20,33'
L28
S
11045'51'
E
19,04'
L29
N
82°15'08'
W
14,78'
L30
S
63°46'04
W
19,54'
L31
S
22°25'20:
W
23.09'
Traverse of NormaL High Water Line
L32
S
79°23'51'
E
10.01,
L33
S
67°59'07'
E
11.90'
L34
N
66.22'24'
E
10,63'
L35
N
50*21144'
E
4.79'
L36
N
48°22'09'
E
14,85'
L37
N
39°18'07'
E
20.06'
L38
N
09°48'34'
W
14.13'
L39 I
N
32°46'27'
E
15,47'
L40
N
16005'56'
E
14,58'
L41
N
21912'3B'
E
34,54'
L42
N
30°53'37'
E
31,80'
L43
N
36°57'58'
E
16.76'
L44
N
39°09'17'
E
40.48'
L45
N
20°51'49'
E
22.70'
L46
N
14°00'03'
E
29.71'
L47
N
09607'56'
W
13,88'
L48
N
21000'35'
E
42.27'
L49
N
18°24'15'
E
32,25'
L50
N
55°57'31'
E
16,79'
L51
N
05°40'42'
E
36.00'
L52
N
62°16'34'
E
14.57'
L53
S
74°51'04'
E
20.31'
L54
N
87°24'41'
E
17.66'
L55
S
70°49'18'
E
25.95'
L56
S
68°57'54'
E
32.72'
L57
S
65°11'56'
E
32,37'
L58
S
60°39'31'
E
26,99'
L59
S
68402'36'
E
28,44'
L60
S
71°41141'
E
27.22'
L61
S
75016'08'
E
25,72'
L62
S
65.06'51'
E
30.17'
L63
S
56°45'29'
E
24.50'
L64
S
23°42'13'
W
35.87'
L65
S
22024'47'
E
24.94'
L66
S
00°17'40'
W
21.77'
L67
S
07049'45'
E
18.40'
L68
S
82°40'13'
W
17.04'
L69
S
55°12'52'
W
16.32'
L70
S
32040'27'
W
21,00'
LEGEND
- -
PROPERTY LINE
-..-..-..-..-..-••- -
WETLAND LINE
- -
RIGHT -OF WAY
-•-•-•
ZONE LINE
* * nr K 'S`
TEMPORARY SILT FENCE
- -- - -- - - -- -as-- - - - -
EXISTING CONTOUR
so.n
EXISTING SPOT ELEVATION
18.00
PROPOSED SPOT ELEVATION ® GRADE
PROPOSED STORM DRAIN
STORM DRAIN INLET
STORMWATER INFILTRATION SYSTEM
LIMITS OF DISTURBANCE
.�Zr Marsh -��-
Coa5tal Wetland Line
I I L5 5 Top of Bank 4.50
i x x x
I x I� x
4.17x X.07 17 .950. -A.18 .$`! 2*...•• 49
x 3.59 4 6.40x l x 3.5•�9 .•� 40
6.60xn 7. 46.61I 6.73� 7,34x \ 6.
I 6
I alkway
2A7 xx5.5 �2.47 ¢ 5,51 x 7.2
b NV = 5.0
W 4. !O� 10 12
x 6.45 6.45 x 7.67 x
x77.02 ' 7.0
II I z 6.�� _ 98
x6,72 No ma4 High Wat-or Line 9�°
x4.05 ';'O5 8.75 1
DIVERSION BOX8,12 1 .1 49
I CATCH BASIN I _ 9
I TOP GRATE = 7.00 x .051 .051
I INV = 4.00 802
BOTTOM = 3.00 1 15' C-900 PVC I _ r
REBAR FD I 7 - _ - 8 .7
0 74° 13'43" E x 2. �x s.3o 1 9�x ° 7. 9
- P FD � 1a
100.121 x 7.11 / O I
I � la1 I I �•
1 III
L L-7, 9 7
3.12 Ix8.25�8.11x 71x17.5I 8.1
6.91I ; 6.91� I L
I °'• I � � II � 1 0 �� I
ZONE C2 I x6.0 T 6.0 8,06- - I ` x a.0 '
3.82 x I 3.82J -I \ I
lu RESIDENTIAL J �x 6,22 �.-
V I TOWNHOUSES F 6.93 I "1' � 8'3 x x .31 7.7 I 7
I I I 4.13x 4.131 r
0 x 59 1 % 59 I
8.16 x8.40 x86 x8.Q
3.8 9 8-
v , x ,,,, _��� x 8.81 x 8:8i-
I J44 4j 544 / - - - ( I i
3.49 x / 3.� x
I = I I ti O i8.25\ .99 � :. .25\
v j �
I x 5.1z \ \
Z 5 73�-4,5" E
4.45- x 35
.04 0 9.0 °
IP FD ---x� 8,62 x o� 91 . 3'
I 3 00 7.94 x
I N 15044'44" 1= 2% / I \Q
N 15°53'S2" ss624.19° x99 x x x x .a '-J'" asa II`
49.92 � $�61 8 8861 f ` 9.34 x 8.46� .46
x \ x - R- \ LL
1L5& - 58 x x x 8I6- - x r
x x x-84 >.i2 9. s I 9.55 I�
I 10.27 I FD 0.27 -� \ ,97 8.9 8,24 -"'I x 8. 4 8. 9 1 x 18.2
\ \ x x8.4 x&08 x8.4
I x
„B„ 70° , �� 4 x 9. 9 9.14 x I� 9.89
x 37 x 9.24 ��-J•� x M316 x 10, 6
45. 8'g,3 r,,g x 10.36 x 10.36
�'✓ Sc l�E$6 x 10.86
N 15°58'57" E _ _°,R?m x x lo.s2 11.0o I11 ` x 10.13.1 77d
I 10 I .G7' T x io.72 10. 72 ppx 11,20
11.36 11.36 x 1 2 x 1 " I
x 11.38 X C.O. \
1 10.98 1 ; 8 I
1 x IL38- x I
I - �I 4' 1 2" E - - x
x I i �1.26 I
II i II �H8`� x11.6 �W�11.87 xILl3(�
I J I E Vinyl
hjneht By I
Vinyl ence;0002� �L I
N 150045411 E I( O I l x 11. k\ ONTO x 1t.3 I I
I Z❑N C2
Jx
99.35 r---- --- x I Ixu.a Ff I I �
C❑MME CIAL x 11,55 xx111 5 x I1. I Ix 11.1011.81 101
I �I If -/�• L- - � 11- I
I I I x 12.17
CON '
R/W M _
I 13.48 / 48 S G9 48QI�3E 13 I .GV 11.89 11.73 1 -- 10
x -� Water 8 Sewer is available from N.C. 904. EXISTING MARL STREET 11.50 Third Street
N 80059'03" E I TO BE PAVED
-50' VEGETATED SWALE
(SEE DETAIL) 1 13
Normal Hlcjh Water Line 1 1
r I
0'46 .'•. 450
4.11
12
7.00 8.11�
x 69
6.79 x . 8 �•39 6.Z9 - .08 _ �G9°5029" W
6.36 79.98'
x .�46.7 63 S 1
.75 13 x 2. x \2 9 1 1 1
6.65
14 I
6. xx 3. 6.3*9 3.26
6. 614
/6.05 xxE 3.38 6.05 3.38
75 / 5. x 4.23 5.97 #.23
x 15 1xq-10 �.15 '[!' 410 I y 10
7.a9 '� 1� 15" C-900 PVC
� I
o -
5 3 6.55...:'3'177 3-- -
15" C-900 PVC
1 1 15 BY-PASS
STORM DRAIN 1
9
x _ _ STORMWATER
x _ . LIFT STATION
I (SEE DETAIL) - -
------
I 16 m
1 14-8'X8' BOX CULVERTSI
INSTALLED SIDE BY SIDEI
INV= -4.00 1 8
7.2
GAZEBO WITH ACCESS
HATCH TO STORMWATE
LIMITS OF LIFT STATION - - - - -I
DISTURBANCEI I
17
Traverse Along I 7
x 6.22 J x 6.22 Wood Bulkhead
0
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J
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PVC
L
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m
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7.96 �/+7� I
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9.56 5 G5032'45" W
(
110 .79
'x - x - xx 9.05 10.2 G'
MAG NAIL PD
10.26
I�
0. 1 22
1
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11.00-
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I 2
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x � x 12.1 + I
x 9.21 10.51_ 47 1 14.91'
x 6.16 - -
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LIMITS OF
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Covered Picnic Tables I � DISTURBAA NCE xi N 1`20" E
1 .5� u� rnowve i rye-ei"�r�---.1�....��� �.�.�---��������.� _ L GO. 3'
MAG NAIL FD
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SUBSURFACE
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272.78'
I
TEMPORARY
SUBSURFACE
STORMWATER
INFILTRATION
IPFD
I GRAVELLED
STORMWATER
I
SYSTEM #1
CONSTRUCTION
INFILTRATION
I (SEE DETAIL)
ENTRANCE
SYSTEM #2
(SEE DETAIL)
ZONE C2
I
I
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I 257DIO09
Sliders LLC
I
I
257DI01 3
I DB. 138G, PG. 1022
Odell Williamson
MC. 23, PG. 101
11
I
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I
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215.021
ZONE CZ
257DIO 1302
Ocean 151e Museum Foundation
DB. 12G4, PG. 955
IRON ROD FD
JUN f
SCALE: 1" = 40'
0 40 80 120
11!
W
Z
O
ii
Z
w
Q
J
F -j
5 H
aM
d
H
rn rn
M M
E
w
Z
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DATE 6/2/

LOCATION MAP
w
W
�
v
0
LD
u
JSITE
p=q
Z
J
THIRD STREET
VICINITY MAP
NO SCALE
Traverse of Coastal Wetland Line
LINE
BEARING
DISTANCE
L1
N
25023'51'
E
7.27'
L2
N
14°15'05'
E
25.07'
L3
N
27°10'57'
E
15.34'
L4
N
34014'45'
E
28,16'
L5
N
32°13'33'
E
30,02'
L6
N
29936'50'
E
45.45'
L7
N
21°46'34'
E
41.41'
L8
N
16°48'10'
E
29,21'
L9
N
00941'33'
W
27.24'
L10
N
35°38'49'
E
16,69'
L11
N
24056'23'
E
35.18'
L12
N
19947'53'
E
29.21'
L13
N
26010'33'
E
26.40'
L14
N
89033'44'
E
18.02'
L15
S
75951'56'
E
24.47'
L16
S
68°29'20'
E
27.22'
L17
S
65047'49'
E
23.78'
L18
S
69°51'56'
E
31.93'
L19
S
58°52'17'
E
26.96'
L20
S
67°18'34'
E
25.00'
L21
S
81°32'55'
E
32.02'
L22
S
68°54'05'
E
34.14'
L23
S
54'11'55'
E
2124'
L24
S
49046'34'
E
14.35'
L25
S
05°14'34'
W
18.33'
L26
S
04'19'08'
E
34,68'
L27
S
16612'31'
E
20.33'
L28
S
11'45'51'
E
19.04'
L29
N
82°15'08'
W
14,78'
L30
S
63°46'04'
W
19.54'
L31
S
22°25'20'
W
1 23.09'
Traverse of Normal High Water Line
L32
S
79423'51'
E
10.01,
L33
S
67059'07'
E
1130'
L34
N
66'22'24'
E
10.63'
L35
N
5W21'44'
E
4.79'
L36
N
48°22'09'
E
14.85'
L37
N
39°18'07'
E
20.06'
L38
N
02°48'2'
14.13'
L39
3934'W
15.47'
L40
N
16005'56'
E
14.58'
L41
N
21°12'38'
E
34,54'
L42
N
30°53'37'
E
31,80'
L43
N
36*57158'
E
16.76'
L44
N
39609'17'
E
40.48'
L45
N
20°51'49'
E
22.70'
L46
N
14°00'03'
E
29.71'
L47
N
09.07'56'
W
13.88'
L48
N
21900'35'
E
42,27'
L49
N
18°24'15'
E
32.25'
L50
N
55°57'31'
E
16.79'
L51
N
05040'42'
E
36,00'
L52
N
62016'34'
E
14,57'
L53
S
74051'04'
E
20.31'
L54
N
87°24'41'
E
17.66'
L55
S
70049'18'
E
25.95'
L56
S
68°57'54'
E
32,72'
L57
S
65°11'56'
E
32,37'
L58
S
60.39'31'
E
26.99'
L59
S
68°02'36'
E
28,44'
L60
S
71041'41'
E
27,22'
L61
S
75016'08'
E
25.72'
L62
S
65°06'51'
E
30,17'
L63
S
56°45'29'
E
24.50'
L64
S
23°42'13'
W
35,87'
L65
S
22024'47'
E
24.94'
L66
S
00'17'40'
W
21.77'
L67
S
07°49'45'
E
18.40'
L68
S
82°40'13'
W
17.04'
L69
S
55°12'52'
W
16.32'
L70
S
32°40'27'
W
21.00'
�i-
Coastal Wetland Line Mar5h ____L
I I L55 Top of Bank 4.50
I I x x x
x x 4.07 5 4.0/� 4.34 x
4.17x x .17-�•X.�.12 .49�4.24( •• 4. 4,4
x 3.59 4 6.40x- x 3.59 . x 40 • &-*-.
6.60x�;.5'° /� 7. 46. 6.�3 7.346 8 \ 6. 6. 8. ]
6 r
� I
I la kway � 6.a� ` � -� I �6�
1 2.47 x 2.47 t - x 7.2
1 x5.51/ 5.51
I
w 4. h0
x 7.67 \ x
x 6A5 6.45 7.02 + 7.0
II I x
x 6.72 No ma4 High Wa r Line -co
x4,05 � \ \ .50
STORMWATER
DIVERSION BOX I \ 9
I CATCH BASIN
TOP GRATE = 7.00 x .051 .05�
15" C-900 PVC
INV = -4.00 1 1 - -
1 7
REBAR FD x x ix 8.30 � 9ix $�°
- P FD -" /ly \
100. 12' 14 .)S ' 7 �8 1
1 I I I I �7.97
Ix 8.25
L
I 3.12 1
I � 6.91lI j 6.91� 1
� I �
G x6.0 l 1 6.0 8,06 I
ZONE C2 3.82x aaz� - -I
w RESIDENTIAL �x 8,22TOWNHOUSES 6.9 JI 3 8.3 x1.
1 I I 4.13x
�.{.. x 59 I i •59 I O
V 8.16 x 8.40 x
Z I 3.89 8 -
x � x 8.81
>1 1 I J44 -^^Q 544 �- 1
I3.49 x 3.4'9' H O 25\
x / 5.12 \\
1 U S 73�4,5" E
Z
45 ' � 8'0 n 4.4 5- x
rre--
9.04
I IP FD -x$,6e - -� 8.62 x
I\ O
° \4
I N 1505352 N 15 4444 E x x x x x s �-32 ss8 I
49.92'LD,
8.96 �24. 1 9' $ 4 8. 8.49 / 9.34 � -44
i ��1_- 8.61 / \ �c 8,46
x x
.58 x �'•J6 x x gl�' � x
x�x x �,i.2 \ 84 K9. 5 I 9,55
I 10.27 I0.27 \ .97 8.9 8.24 �I x 8.
\ \ \ x x 8.4 x B.Bo
I 1W 70° �`14 x 9. 9 9.14ix_ �c 9.89
x 37� x 9'24 ,x' - 37�'� x 10.36
I 45. 8' x 10.36 x 10.36
�k936 I91�6 x 10.86
N 1 5056 57" t- _ =r _ x/�1-08z- n x x 10.82 t1.0o 111
101 .G7' px10,72 to a 72 -11.36 x l 11 x l .09�
x 1138 C.O.
O x
10.98
x x �3q_
I�x-i14'12"E - ----
x 11.26
1 1 I I I 1.8� x 11.6 W 11 87 x 11.63
NOTE: ALL LOTS AND OPEN SPACE SHALL BE i I I - I �IL
GRADED TO DIRECT RUNOFF TO THE STREET I I 1 Encroa hlneht- -1 By 1
SYSTEM AND ULTIMATELY TO THE STORM I p� I Vinyl ence
WATER DIVERSION BOX. N 15°04'54" E I ( I I' 1\�
LEGEND
GAZEBO
SCALE: 1"=20'
- -
PROPERTY LINE
-..-..-..-..-..-..-. -
WETLAND LINE
- -
RIGHT -OF WAY
-•-•-•
ZONE LINE
' Tsr
TEMPORARY SILT FENCE
- - --- - - - - -45- - - - -
EXISTING CONTOUR
50.72
EXISTING SPOT ELEVATION
18.00
PROPOSED SPOT ELEVATION 0 GRADE
PROPOSED STORM DRAIN
STORM DRAIN INLET
STORMWATER INFILTRATION SYSTEM
LIMITS OF DISTURBANCE
I Z❑N C2 O x I3. 0 O x 1 •3
99.35' r---- --- x I I Ixll.Y F�
C❑MME CIAL x 11,55 1}1? {5 x Il. l x 11,10 11.81
-11 L
1 x
CON
x R/W M Amth
------ 9--------- 1
/
1 13,48 / .48 5 G9°48'Q1:T3E 131 .G�'11.89 11.73 W 1
I 1
�- Water Slable fN.C. 90
x � ° � ��r 4ewer i5 available from 4. EXISTING MARL STREET 11.50 Third/
N 80 59 03 E TO BE PAVED
MAG NAIL PD
I
I
I
I
II
II
GO' R!W
`1�1,0�10
257DIO09
5lider5 LLC
DB. 136G, PG. 1022
MC. 23, PG. 101
SUBSURFACE
STORMWATER
INFILTRATION
SYSTEM #1
(SEE DETAIL)
IP FD TEMPORARY-`
GRAVELLED
CONSTRUCTION
ENTRANCE
I
I
I
7.71 I
7.94
xIA3
x N G
treet
.`
= 5.
'x11.20
8
I 1
i Ix
I
I
I
I
272.78'
ZONE C2
257DIO 13
Odell Williamson
50' VEGETATED SWALE
m
(SEE DETAIL) I 13
Normal High Water Line I 1 J
-� 0
L60 I------ I Z Q
0 4.11- 46 3��i .. ��4.50 4.11 I i a '�j -1 -
6.69 1 2 w f�
7.00 6.11 t'� 0
1N 0 N O
6.7969x a 8 �8-3968 .08 _ N 69°56'29" W I "' Y 0
x I I it
6.36 79.98' I Z Q
x .346.7 6.715 s I Z O
x v
.75 13 x 2. x �2 9 I I w 0
\ 6.65 I 0 N L
6. 3,e
. 14 \ 639 3,26 1 i 0 0 H
614 /) 4% - -I I 0 m 6.9
/ 5 �6.05 x3I 3.38 5.97 6.05 3.38 ( 1 O
50 x 4.23 4.23 V1 Z
10
x 15 xjr< /"` °•'S 4,10 ( L�
06
7.49 1 ' (,o. O m W
15" C-900 PVC
5 377 6.55 -67 BY-PASS o- v
STORM DRAIN Z
1 15' C-900 PVC ^^ I Z J
7' 9 0
x STORMWATER I I Q J U
x x d- LIFT STATION
I - - 0') (SEE DETAIL)
I I 16 '(4;6--GAZEBO WITH ACCESS Z U
1 J m HATCH TO STORMWATE1 tR z
LIFT STATION II V 2
7.2 x - _ x 14-8'X8' BOX CULVERTS I 8 ' �U)
_ STORAGE GALLERY I I 0 A z
LIMITS OF INSTALLED SIDE BY SIDE
1 DISTURBANCE INV= -4.00 I
0 17 ( i =
_ - J I V Traverse Along I 7 m
x 6.22 x 6.22 Wood Bulkhead
7
x
1 2" STORMWATER 2180 .FORCEMAINNu,
SCH 40 PVC
G/r
� • co
7-I �
x 6.86 L_x 6.8 p
�0H 0
.00 0
_j
6,99 L J699 z6"TE
Li
rx .56 646
O W
N 4
33 733.o/ W2"X6"X
\ ONu l
1000,
SN� II I J I
x8.23�
7.9610000
I 7.96
3
8.94
3 �' 079 9'S6 5 G5032'45" W Mt� NAIL FD
zx10.26 9:05 10.20
-->� 6.34- -�
O. 122 I I 11.000
2 �� I
N
5 15002101 " W 1 1
�! ourt1- "1 104.311 ------� �-
23
II
% 1913 O i II 9.13 I _ I
10l 5 030594G"
�o
1179.60 1 9.6 42.39 I 1 o
\ 3_ 24 \ I I I
sYi x >L z 12.1 � 1
1 14.91' '
x 9.21 x 10.51 _ 9�_ _ _ _x 66
- x 9.55 9.55 0i u
N 70 01 19 W
453.00' I
LIMITS OF
Covered Picnic Tables I DISTURBANCE x N 1 9°5G'20" E
SUBSURFACE
STORMWATER
INFILTRATION
SYSTEM #2
(SEE DETAIL)
2 1 5.02'
ZONE C2
257DIO 1302
Ocean Isle Museum Foundation
DB. 12G4, PG. 958
IRON ROD PD
I lu
w
Lu
W
3
0
w
2
'�
w
¢NW
Q
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co o
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co rn
YN�1
M M
p
U
H
0 0
L
c
L-
w
Z
U
1M�
o
w
U
0
IrT,�
AFT--�1
W
]
F^•z/�I'
(�
wN
V) Z
�z
1,4
2 Z
04f
rn 3
YF�N"1/i
H
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z
05111
1 APPROVED oes. JPN
aco. JPN
N RTH CAROLINA ENVIRONMENTAL DRwN. PAS
MANAGEMENT COMMISSION DATE 6/2/0s
1 DI ' SI N Q1! W TER UAL
9 1 oo�N iCA
I t1}eS �`�O�OF S/
jUi_ 0 3 11306LVp
SCALE: 1" = 401
0 40 80 120 C

LOCATION MAP
F-
W
W
D!
H
Ilt
CD LO
x
Z)
z SITE
THIRD STREET
VICINITY MAP
NO SCALE
Traverse of Coastal Wetland Line
LINE
BEARING
DISTANCE
Ll
N
25°23'51'
E
7,27'
1_2
N
14°15'05'
E
25.07'
1_3
N
27010'57'
E
15.34'
L4
N
34°14'45'
E
28,16'
L5
N
32013'33'
E
30.02'
L6
N
29036'50'
E
45.45'
L7
N
21°46'34'
E
41.41'
1_8
N
16*48110'
E
29.21'
L9
N
00041'33'
W
27,24'
L10
N
35°38'49'
E
16,69'
Lll
N
24°56'23'
E
35.18'
L12
N
19.47'53'
E
29,21'
L13
N
26"10'33'
E
26.40'
L14
N
89°33'44'
E
18,02'
L15
S
75951'56'
E
24.47'
L16
S
68.29'20'
E
27.22'
L17
S
65`47'49'
E
23.78'
L18
S
69'51'56'
E
31.93'
L19
S
58°52'17'
E
26.96'
L20
S
67°18'34'
E
25,00'
L21
S
81032'55'
E
32.02'
L22
S
68'54'05'
E
34.14'
L23
S
54"11'55'
E
21,24'
L24
S
49°46'34'
E
14,35'
L25
S
05'14'34'
W
18.33'
L26
S
04`19'08'
E
34.68'
L27
S
16012'31'
E
2033'
L28
S
11-45'51'
E
19.04'
L29
N
82`15'08'
W
14.78'
L30
S
63°46'04'
W
19,54'
L31
S
22`25'20'
W
23.09'
Traverse of Normal High Water Line
L32
S
79023'51'
E
10.01,
L33
S
67'59'07'
E
11.90,
L34
N
66022'24'
E
10.63'
L35
N
50°21'44'
E
4.79'
L36
N
48°22'09'
E
14.85'
L37
N
39'18'07'
E
20.06,
L38 I
N
09°48'34'
W
14.13'
L39
N
32046'27'
E
15.47'
L40
N
16°05'56'
E
14.58'
L41
N
21412'38'
E
34.54'
L42
N
30°53'37'
E
31.80'
L43
N
36°57'58'
E
16.76'
L44
N
39°09'17'
E
40.48'
L45
N
20'51'49'
E
22,70'
L46
N
14900'03'
E
29,71'
L47
N
09'07'56'
W
13.88'
L48
N
21°00'35'
E
42.27'
L49
N
18'24'15'
E
32,25'
L50
N
55`57'31'
E
16.79'
L51
N
05°40'42'
E
36.00'
L52
N
62"16'34'
E
14.57'
L53
S
74°51'04'
E
20.31'
L54
N
87°24'41'
E
17.66'
L55
S
70°49'18'
E
25,95'
L56
S
68057'54'
E
32.72'
L57
S
650I1'56'
E
32,37'
L58
S
60°39'31'
E
26,99'
L59
S
68"02'36'
E
28.44'
L60
S
71'41'41'
E
27.22'
L61
S
75'16'08'
E
25,72'
L62
S
65°06'51'
E
30.17'
L63
S
56°45'29'
E
24,50'
L64
S
23°42'13'
W
35.87'
L65
S
22°24'47'
E
24.94'
L66
S
00617'40'
W
21.77'
L67
S
07°49'45'
E
18.40'
L68
S
82940'13'
W
17.04'
L69
S
55012'52'
W
16.32'
L70
S
32040'27'
W
21.00'
LEGEND
SS SS
OC.O.
W - W
-W--W--W-W-
i
i
II
II
0
O
II
II
I
I
II
I
II
��-.-
Coastal Wetland Line Marsh I 13_ Normal High Water Line
L5 5 Top of Bank
5 LGO rCD 12
I
Wood Walkway _ I o N G905029" W
(U \��S �- - - 79.98'
13 ( 1 I 3
\ I 14 I I
I High Water Line •-__� �o I �\ �� co c.o.
c.0c.0. - l .0. J. 15' C 900 PVC
o iF
15" C-900 PVC _ �� r -I 1 1 1
REBAR PD _ C.O.
P FD _5 74013'43" E_
100. 1 2' InSSM
O
8
I TOPHTOBGRAD J I I
IINV OUT = 4.70 L - -
I I III
L
I
ZONE C2-
w RESIDENTIAL
I TOWNHOUSES J �1 �- --- c.o. I I
I '
04
O Z
ion
U 5 73°0745" E U J '
C.O.
5G.47
fD
I
N 1 5053'52" N 1 5°44'44" e �32 1- O 1 1
I
II
N
SSMH
RIM ELEVATION = 13,37'
INVERT ELEVATION IN = 5.81';:
INVERT ELEVATION OUT = 5.75'
1
I
II
I
PROPERTY LINE
WETLAND LINE
RIGHT -OF WAY
ZONE LINE
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
INDIVIDUAL SS CLEAN OUT
PROPOSED FIRE HYDRANT
EXISTING WATER
PROPOSED WATER
INDIVIDUAL WATER SERVICE
49.92' 24.
£ I POOL
N 70° 1 5'54" W L-
45.88' I
SSMH #7
(\ TOP TO GRAD
1 5°58'57" I _ _ _ _ _ _ _ _ ( m INV IN= 4.03
10 I .G7 g r Open S ace INV OUT = 3.93 I �I P
SSMH 6 C.O. I 1
.,C.. TOP TO GRA
�p INV IN= 3.47
I� INV OUT = 3.37
Ln
57001412"E - -� - - - - - -
qw
139.72' -
1u
Encroa hlneht By
Vmyl ence
N 15004'54" I ZONE C2 I Q
99.35' -----
COMMERCIAL z�
£ "Ell 2" BLOW OFF
CO C.O. a
C. C.O.
R/W M N - - - - W _V W
N 1 9°44'OG" E 2" GATE VALVE
6" GATE
�- Water 4 Sewer is available from N.C. 904. EXISTING MARL STREET Third 5tr et
TO BE P VIED RN
GO' M
SSMH 5 FH
SSMH 5A IIPFD TOP TO GRA
o TOP TO GRA 10" INV IN= 2.95
i INV =6.00 I 8"INV IN=5.40
INV OUT = 2.85
ZONE C2
N
N
257DIO09
51der5 LLC
DB. 138G, PG. 1022
MC. 23, PG. 101
� I
I
V)
I I
INV OUT= 4.36
m
m
m I
E4
no
J
H
Z z
o �
a �
w
U
w
Y
p O �
(n Y
� N
of
of
z
a)
0
O N
1n
SSMH
RIM ELEVATION = 6.67'
INVERT ELEVATION IN = 3.11'
INVERT ELEVATION OUT = 3.06'
(41
r INSTALLED SIDE BY SIDE I 3 I
F INV= - 4.00
JTraverse Along I 7 3
Wood Bulkhead
_ _ I
F
G
.0. _ _ N
LIJ
c..-�--� I -- J
SSMH #3 I�
19 TOP TO GRAD m
INV IN= 3.69 ( J O
L - -1INV OUT = 3.59 5 Q
11n in
Lj
1 (I I Ln
20 I o I w
L --J T) I 4
V)
C.O.-- -- I W I J IN
�k II r----� -- N --I
21
IRua I_] Fence - _ I 3 3
Q - - S G5°32'45" W
Ix-XIF I-x-x x-x-x 10.20 - - - - - - -{
I C.O. I 22 II I 2 3 I N
Z
IL o' I--�1
j ' C.o. - - xx S 15002'0 I " W
3 n('�s Court � I ' 104.3 1 '
I • 1 I I 23 , I I
i 1 , L--iJ
1 - -� - _ S 03°59'4G" E
" �l'� SSMH
I I it F-- 42.39' I 13 N RIM ELEVATION = 6,21'
U x INVERT ELEVATION IN = 1.5E
U 1 I INVERT ELEVATION OUT = 1,
x
I-x x x x-x 24 x-x-x�
_ C.O. _L _- - -- 1 14.9 1_' g� 3 0
- W -�°= W4T�0>7'- -� " iV 76°�I ice" w" -"
1E 1 �6" GATE VALVE 6%6" TAPPING
Covered Picnic Tables I SLEEVE & VALVE i NEW SSMH TO BE
Unimproved Street I 3 I CONSTRUCTED BY
10` 10"
272.78' 215.02 ' IRON ROD FD
SSMH 2
TOP TO GRAD I ( 3
INV IN= 2.72
INV OUT = 2.62 I I
ZONE C2 I ZONE C2
--14-8'X8' BOX CULVERTS I
257D1013 257DIO 1 302
Odell Williamson I Ocean Isle Museum Foundation
DB. 1 2G4, PG. 958
IN
I I I
I
F_
CUTTING EXISTING
LINE
SCALE: 1'1 = 40'
0 40 80 120
14
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mi
Q
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H
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a
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05111
DES. JPN
CUD. JPN
DRWN. PAS
DATE 6A/05
C2
a

0
STEEL OR WOOD POST
- WIRE MESH FOR STANDARD FABRIC
STANDARD OR EXTRA STRENGTH
MIN. 14 GA. 6x6 MESH o N BE
FOR STANDARD FABRIC I FILTER FABRIC
/ N 2 W
F-
a0 4J— DIRECTION OF WATER FLOW
z ANCHOR FABRIC SKIRT
MIN. 8" DEEP & 4" WIDE.
z
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1" LONG OR TIE WIRES.
TEMPORARY SILT FENCE
NTS
TOOLED
1/2" EXPANSION
,•' •'
30' MAX. SPACING JOINT MATERIAL
EXPANSION JOINT (E.J.)
/'' DEEP w i/8R TOOLED JOINT
CONTRACTION JOINT (C.J.)
P1Ad
SIDEWALK JOINT DETAILS
NTS
30' R.O.W.
3' 6' 12
1CONCRETE EDGING
27 r (BOTH SIDES)
Mqk +I 1/4" PER FT.
SLOPE 1/2 PER Ff.
1 1/2" S 9.5 ABC SURFACE COURSE (NCDOT)
- 6" ABC BASE COURSE (NCDOT)
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
PAVEMENT SECTION
NTS
1/2" S 9.5 ABC SURFACE COURSE (NCDOT)
3'
PER SLOPE
\---6" ABC BASE COURSE (NCDOT)
SECTION
N.T.S.
1/4' WIRE MESH
- 5' STEEL POST
SELF -FASTENER
TEFL ANGLE TYPE)
SEDIMENT CONTROL " 1: ;
STONE 1'-6' 2' NOTES:
SECTION A -A
MULTI -DIRECTIONAL FLOW
INLET PROTECTION
NTS
1, SEDIMENT CONTROL STONE
SHALL BE 85 OR Y57 AND
SHALL BE PAID FOR AT THE
CONTRACT UNIT PRICE PER
TON 'SEDIMENT CONTROL
STONE."
2. WIRE MESH SHALL BE
HARDWARE CLOTH 19 GAGE
MIN. AND SHALL HAVE 1/4'
MESH OPENINGS.
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
2-2 1/2' HOSE
4 1/2" PUMPER CONNECTION
FACCE TO CENTER LINE
OF STREET
WORD 'WATER" ON COVER
C.I. VALVE BOX
GATE VALVE MIN. SIZE 6"
TURN RIGHT TO OPEN —
NOTE:
i-SEE JOINT RESTRAINT DETAIL
2-DUCTILE IRON PIPE
REQUIRED ON ALL HYDRANT
BRANCH LINES
HYDRANT TO
HAVE BREAK
SECTION OR
REMOVABLE
BARREL
BURY LINE FLUSH WITH
FINISH GRADE
11A1121
)L— CONCRETE PAD
15" X 15" X 6"
HYDRANTS SHALL BE:
MUELLER CENTURION
GUIDELINES FOR STANDARD HYDRANT
NIT
VEGETATIVE FILTER
KEYSTONE
WALL
10' WIDE
VEGETATIVE FILTER
10'
VEGETATIVE FILTER CROSS-SECTION
NTS
►nn���ammrlr
NEED SEWER GUARDS.
STAINLESS STEEL IN
PAVEMENT AREA AND
PLASTIC IN NON
STANDARD MANHOLE PAVEMENT AREAS.
FRAME & COVER,
SEE DETAIL
BITUMINOUS
IMPREGENATED
YARN FRAME SEAL
TYPE "N" MASONRY
MORTAR, 1" MAXIMUM io
ECCENTRIC CONE '
oW SECTION (TYPICAL) MANHOLE `°:•
STEPS-16"
0 1" BUTYL MASTIC ° O.C. VERT. p
ROPE SEALER MAXIMUM
c 5" MIN.
PRECAST 48" MANHOLE
SECTIONS AS REQUIRED 4'
-0" °
w ASTM C478, INTEGRAL
0 FLOOR, UNLESS v'
SHOWN OTHERWISE g" -CONCRETE
TYP. '.2' f
illsl ��P��7%
PRECAST CONCRETE
GRADE ADJUSTMENT
RINGS -MIN. 4" HIGH
(MAXIMUM OF 2)
NOTES:
1. NEOPRENE BOOT, KOR-N-SEAL OR
EQUAL, TO BE USED ON ALL PRECAST
MANHOLES WITH ALL TYPES OF PIPES.
2. PIPE CLAMP (300-SERIES NON-
MAGNETIC CORROSION -RESISTANT
STEEL).
3. EXPANSION BAND (KORBAND 6061-T6
ALUMINUM ALLOY WITH A BLACK
ANODIZED SURFACE
°. NEOPRENE
SEE BOOT
NOTE
3
SEE NOTE
n 2
CONCRETE
to = AGGREGATE BED,
NO. 57 STONE
6" CONCRETE BASE
IN FORM INVERT TO MATCH
TYP. PIPE SLOPE
NOTE: ALL MANHOLES WITHIN NCDOT RIGHT OF WAY SHALL BE CONSTRUCTED PER NCDOT STANDARDS.
STANDARD PRECAST CONCRETE MANHOLE
NOT TO SCALE
SLOW
DISCHARGE PIPE
ALLOW OUTSIDE
SPACE IN
EXCAVATION TO
CEMENT DISCH.
PIPE IN POSITION
PUMP
TANK
ACCESS HATCH /
32"X48" W/ 81LC0
#Q-6AL OR
APPROVED EQUAL
STORMDRAIN
LINE IN PLAN
PUN
20 TURN ON LEVEL= ELEV -4.10
1� TURN OFF LEVEL= ELEV -5.10
j=C. T PE" .
SYSTEM GROUND 1 8 CU.,1/2" C. W/ 3/4" CU.
CLAD DRIVEN GROUND ROD
SERVICE 100 A., 3PH. 4W,120/24OV.
PANEL 100A. 3PH. MLO CU BUSS, NEMA 3R ENCL
W/ LOCKABLE DOOR, NQOB
CIRCUITS: 1-3P, 75A BKR,3 4, W/GRND,CONTR. CAB.
1-iP, 20A BKR,2 12, W/GRND, RECPT.
2' FORCEMAIN 1-1P, 20A 8KR,2 12, W/GRND, ALARM
1-1P, 20A BKR, SPARE
THE RECEPT.IS MTD. ON SIDE OF POWER PANEL
OR AS READ, AND W/ WATER PROOF COVER
PROVIDE SEAL -OFF FIRINGS ON ALL CONDUITS
CONNECTING TO LIFT STA.-GAS TIGHT
PROVIDE NEMA 4X CONTROL PANEL W/
HOA SWITCH. NOTE: THE CONTRACTOR
SHALL VERIFY AVAILABLE POWER, VOLTAGE,
ETC. PRIOR TO ORDERING EQUIPMENT &
ADJUST CIRCUITS AS REQD.W/ENGINEER
APPROVAL. ALL WORK PER CURRENT
NEC. SEE SITE PLAN (ELEC) FOR ELEC.
SOURCE.
SECTION
STEPS,
® 12" O.C.
INVERT IN
=-4.10
ORMDRAIN
(SEE PLAN
iR SIZE)
12" UP ALL MOUND
NAM LIGHT, MAY ROTATE 90d INCREMENTS
;ONTROL PANELAEMA 4X
CONDUIT(S)
UNISIRUT,HEAW DUTY, HOT DIP GALV.
FRAME, 30' BURY, 1Y DIA CONC. ENCASE.
TOP ELEV =8.50
MIN.
L 2" GATE VALVE IN BOX
INCLUDE WRENCH FOR ACTUATION
— 2" FORCE MAIN, SEE PLAN FOR SIZE
AND CONTINUATION
8'-0" DIA PRECAST
CONCRETE
BOTTOM ELEV=-7.00
STORMWATER GRINDER PUMP
TO PUMP 22 GPM 0 20 FT TDH
USE TSURUMI MODEL LB2-400
STORMWATER PUMP STATION DETAIL
N.T.S.
SYSTEM OPERATION:
1. PUMPS ARE ACTIVATED BY TURN ON FLOAT AND OPERATE IF BOTH OF 2
CONDITIONS ARE MET. FIRST IS SIGNAL THAT ON LEVEL HAS BEEN REACHED.
SECOND IS 24 HOURS HAS PASSED SINCE SYSTEM HAS OPERATED.
2. PUMP WILL CUT OFF AT TURN OFF LEVEL. T %'
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DES. JPN
CKD. JPN
ORwv. PA
�
DAME 6/2 5
C3

z_ PAVED STREET OR GRADE
MANHOLE TOP & FRAME MANHOLE TOP & FRAME
...... . .................................................
FOR ACCESS TO EACH FOR ACCESS TO EACH _ `n _II _ -_
CULVERT RUN CULVERT RUN _ GRADE ' II II a a 40 M
U
4 3.8 MIN. atoll 1o" Oa�/a[ �, aa
-1 I=1 I I oD I I I -I I I=1 I I-1 IJ I-1 I=1' o
OD
fill PERFORATED #57 WASHED STONE
o b PLASTIC PIPE 25' IN FILTER FABRIC
,\Oc R••
INFILTRATION AREA #1 & #2 CROSS SECTION
NTS
8 &OFT 8„ 8„ 8.OFT 8„
NOTE: EACH BASIN IS 125 FEET LONG.
0 0 15" C-900 PVC
CONNECTOR TO
00 24" RCP 0° THE STORMWATER
CONNECTOR DIVERSION BOX
i - INVERT = -4.00
1 I ��-
I I 1 1
ro 00
BOX CULVERT STORAGE GALLERY (TYPICAL)
NTS
NOTES:
1. ALL JOINTS SHALL BE WATERTIGHT PER ASTM
STANDARDS. END BOXES SHALL BE MANUFACTURED
WITH END CAPS, (LIKE A 8'x8'x8' BOX.)
2. THE BOX CULVERT RUNS SHALL BE CONNECTED
WITH A 24" RCP CONNECTOR.
3. MANHOLE TOP & FRAME SHALL BE PROVIDED IN
EACH CULVERT RUN.
4. PROVIDE ANTI -FLOATATION LIP ALONG OPPOSING
SIDES OF THE CULVERT RUNS.
3-15" C-90C
PIPE TO STOR
INV= -4.00
DIVERSION BOX CATCH BASIN
NTS
maligilmililm
GY///AY///aY//JAY/SAY//JAY/SAY//lAY//Jwl
;ONCRETE THRUST
WELDED ANCHOR f
AD END 7 �
SEE N(
VIEW
SECTION "A -A"
SCHEDULE OF ANCHOR RING AND CONCRETE THRUST
BLOCK DIMENSIONS AT WATER MAIN ENDS
DIAMETER
OF PIPE
ANCHOR PoNG
A
CONCRETE THRUST BLOCK
RINGS REO'D
I PER PIPE Jt
B
I C
6" 8' 12"
2
1 -0
2 -0
1
16
2
1 -4
2 -4
1
20
3
1 -4
2 -4
1
24
3"
1 -4
2'-4"
2
4
1 -4
2'-6"
2
330
36"
4
1 -4
2-6
1 2
15" C-900 PVC
BY PASS
INV=5.00
ALL AROUND
4TI-FLOATATION
.,M T,1
NOTES:
1. SIZE OF CONCRETE THRUST BLOCK AROUND ANCHOR RINGS TO BE
DETERMINED BY TRENCH DIMENSION PLUS EXTENSION 'B' INTO SIDES AND
BOTTOM AS SHOWN IN SCHEDULE. CONCRETE INTO SIDES OF DITCH TO BE
POURED AGAINST FIRM UNDISTURBED GROUND. FILL AGAINST BLOCKING TO
BE COMPACTED TO 90% PROCTOR FOR LENGTH ALONG THE PIPE OF AT
LEAST 6'-0".
2. EACH SIDE FOR PIPE WITH ONE ANCHOR, LOCATE ANCHOR 4'-0" FROM
DEAD- END AS SHOWN FOR PIPE WITH TWO ANCHORS, LOCATE FIRST
ANCHOR 3'-0" BACK FROM DEAD END AND LOCATE SECOND ANCHOR
9'-0" FROM FIRST ANCHOR.
3. WHERE THRUST BLOCK OCCURS, THE TRENCH SHOULD BE AT THE MINIMUM WIDIH.
4. CONCRETE SHALL HAVE MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 3000 PSI.
5. USE DUCTILE IRON PIPE FOR 10' ON EACH SIDE OF THRUST COLLAR.
GUIDELINES FOR THRUST COLLAR INSTALLATION
NTS
WALL
AMPERED
IACKFILL
DEAD END
i WALL
INFILTRATION AREA #1 PLAN
NTS
SHWT = 7.67'
2" SCH 40 PVC
;EMAIN
i"x6"
40 PVC TEE
TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM. LI 4. APPLY AGRICULTURAL ME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL.. PER ACRE FOR SLOPE STABIUZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
249 BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
247 ANNUAL RYE GRASS
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE
LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY
TO SYSTEM #2 TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS
SOON THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT CONTROL PRACTICES
WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
3. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR
SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY BASIS. THIS WILL
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO. 4 STONE. ANY
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS SHALL BE REMOVED IMMEDIATELY.
4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN
ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION
CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE REPAIRS IMMEDIATELY.
REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO PROVIDE ADEQUATE
STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE
AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY
UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE
DISTURBED AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE
AREAS AROUND THE DROP INLETS.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES
0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER.
6. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL
BE SEEDED AND STABILIZED WITHIN 15 DAYS.
7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL BE
SEEDED AND STABILIZED WITHIN 15 DAYS.
8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE SHOWN
ON THIS PLAN ARE NOT EFFECTIVE.
10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
PROJECT IS COMPLETED.
11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSEOUT.
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DATE 6/215
C4

0Ely E
juN 12 2006 i
DIVISION OF
COASTAL MANAGEMENT
Wetland Survey For;
The Penln5UIa At Ocean 151e Beach, LLC
5'--Te p Qw+'FIaTY. N.C.
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4.60 ACRES 0.15 ACRES �� u
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Wetland Survey For;
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5 56M529' E
24.50
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143
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50T4945'f
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502'4013.W
17.04'
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16.32'
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257DI01301
Town Of Ocean 15le
DD. G 14, PG. 755
PION ROD
5NEET I OF 2
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Normal Niyh Water. Line
m
Normal F1icJh Water Line
_ 30' Coastal Shoreline Buffer
75' AEC
Joint 404 / Coastal Marsh Limit O'
New Bulkhead, Landward of Wetland
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Joint 404 / Coastal Marsh Limit
1
New Bulkhead, Landward of
Second Street
Note: Portion of the site will be located
within a VE flood zone as of June 1, 2006,
ORIGINAL DESIGN AND DRAWINGS
BY:
14.d J1 1Y ,L'. I ..
NORRIS, KUSKB gL TUNSTALI.
CONSUL'I'ING ENGINEERS, INC.
JUN 12 2006
DIVISION OF'�
UOASTAL MANAGEMENT y � '6wnaa& s�
to' '/EGETATED SWALE
(uE IKTLL)
i—
�rmal High Water Line
—Joint 404 / Coastal Marsh Unit
—New Bulkhead, Landward of Wet
Ex Wood Bulkhead
le
30' Coastal
m n 75' AEC Line ?
3�
21
Buffer
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BRICK MASONRY —
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SECTION
DROP INLET DETAIL
NTS
ORIGINAL DESIGN AND DRAWINGS
BY:
NORRIS, KUSKE & TUNSTAI.1.
CONSUI.PING ENGINEERS, INC.
�N,T-, .. . 01.1 X -
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INFILTRATION AREA #1 & #2 CROSS SECTION
NIS
NOTE: EACH BASIN IS 125 FEET LONG.
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GUIDELINES FOR THRUST COLLAR INSTALLATION
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NA
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DETAILS CLC
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Nrs
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AM DEPCNCNO VNN e,-,
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VERANKE CTWL PAVEYEN,
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MS
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GUIDELINES FOR STANDARD HYDRANT
I 0 MIN.*I
MiIA
VEGE�TATNE FILTER
ORIGINAL DESIGN AND DRAWINGS
BY:
NORRIS, KUSKE & 1- NSTALL
CONSULTING ENGINEERS, INC
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(YAGWY Cf 1)
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PAAEMEMT AREAS
NOTES:
W A CARER.
DETAIL
1. NEOPRENE OWi, NOR-N-SEAL W
EWAL. TO BE ON L
MAIMS
Yµ,ttES KITH AU TYMESM MKS
'GENATED
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NOM ALL MANHOLES WTHIN NCOOT RIW OF WAY SHALL EM CONSTRUCTED PER NCOO, STANDARDS.
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NOT TO SCALE
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✓RLP'I�M.: 910—/152-0001 DETAILS
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PLAN & PROFILE_ No. 1
ORIGINAL. DESIGN AND DRAWINGS
BY:
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CONSIIJ.IING ENGINI rERS, INC. 4 0
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THE PENINSULA
Applicant
SANITARY PLAN AND PROFILE
150A
2/9/06
1=200•
CLC
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00-00-000
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LEGEND
PROPERTY LINE
WE: WVD LINE
RIGHT -OF WAY
ZONE LINE
TEMPORARY SILT FENCE
EAISTING CONTOUR
4—
,b.Tx
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION 6 GRADE
PROPOSED STORM GRAIN
57ORM ORAIN INLET
I_--------�
STORMWATER INFILTRATION SYSTEM
LIMITS OF OISTURBANCE
ORIGINAL DESIGN AND DRAWINGS
BY:
NORRIS, KUSK17 & TONSTALL
CONSULTING L'NGINCLRS, INC.
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AD Jl 15a 28402 TltLe-
910-452-0001 DRAINAGE, GRADING AND EROSION CONTROL
5/9/06
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