10-07 Original Oversized Plans

CURVE DATA NOTES:
0
CH • BEAR ING = S34° 27200.00'
CQtvtMERC I AL 1.15E LENGTH - 290. 14' 1. A LANDSCAPE BUFFER SHALL BE APPLIED TO REAR OF LOTS 16-18 TO PROHIBIT
= VEHICULAR ACCESS TO NCSR 1335. o
HARKERS i ISLAND ELEB.SC{1TC�RY SCHOOL RADIUS ' 38 "E 2. A 20' FIRE ACCESS EASEMENT SHALL BE MAINTAINED BETWEEN ,
� Fc : _. -- - _. _ ._- _ 1 1 .l <1 a i'.:% �� f LOTS 17 AND 18. � >a
GH.LENGTH = 265.36` 3. TWO 15' WATER ACCESS EASEMENTS SHALL BE MAINTAINED BETWEEN
-•--- _ - -- LENGTH = 62. 1 8 LOTS 4 AND 5 AS WELL AS LOTS 11 AND 12•
RADIUS = Q 150.00' 4. NUMBER OF LOTS WITH MINIMUM 10,000SF AREA = 11
'- - 5. NUMBER OF LOTS WITH MINIMUM 15 OOOSE AREA = 14
--- --_ --- ` CH -BEAR ING = S87° S3 ` 44 "E 6. WA/TER TO BE PROVIDED BY HARKERS ISLAND WATER 8. SEWER.
CH•LENGTH = 61.74' 7. SEWER TO BE PROVIDED BY PRIVATE ON -SITE TREATMENT PLANT.
EIP ,"t ' S g2o , f, ®_.,, "„- LENGTH = 112.78' 8. ALL TREES SHOW( ON PLAT ARE EXISTING.
4 QO E 340, DO �.` _ ; �`� ''�_� RAD I li5 = 150�00` LECTR I C TO BE 'PROVIDED BY HARKERS ISLAND ELECTRIC MEMBERSHIP CORP. a
ALL ELECTRIC TO BE UNDERGROUND WITHIN PROJECT, a OWNS ISLAND
rr: 10x70 `� \ �` CH,BEARING = N58°4�9"E 10.f�A 10` UTILITY EASEMENT TO BE PRDVIGEG IMMEDIATELY OUTSIDE z
SITE TRIANGLE -� ~--- \� ��` �_� CH'LENGTH = 1 10. 15 t PRIVATE RIGHT OF WAY. HARKERS
SITE TRIANGLE f c�a' S `S� \ HARKERS ISLAND -1 ISLAND
1 0' x 10' SIGN EASEMENT !�-�?S. ?p°4� Q `' .� LIRE AND RE >t:t.1E
1/. COASTAL MARSH AND NORMAL HIGH WATER LINE FLAGGED BY TERE BARRETT WITH
'N.,� 1papf% \` '�.� 2 AC/5 ` THE DIVISION OF COASTAL MANAGEMENT.
p,00,
�ti HARKERS ISLAND
F 1 R:E AND RESCUE
0. 2 AC/S C,� ROLY{J LA?<',rRE��_vE 8 V1EW OR
. 1 7 5 At. /S
6� RES I DENT I",
�'. oQ© �1� `�f
'f p .` 'Q©„! - SITE -
N/ r �SIT� .`\ ~ `�� 20 FIRE ACCESS �4,§EMENT GRADED t
�;'I1__i FTT t '% M1NIj S�IR�`ASI�,AT '�.�ypa ��-� FOR HEAVY VEHCULAR ACCESS BACK
U, UPI} AL GRAjD1 DRIpR flISPp$ '�♦ Qp, �`�'NQRTHRUYTRA FI:CETO SR1335 } 1 \� Sp
UNDEVELOPED r ,; ARE, IG A1VD GRRIG,q AL O AREq �_`.�_ \� �! \ 1 \,
�,� 2 s5 AC'^� o �. VICINITY C N I T Y
_STA +g URg �.. � MAP
.2q AlVG� ram- 2Q
GARC�LYN LA��`J(�t_ivCE .' •
'�- ." SITE DATA: \\
I.v .:v ..' { A t• F S
,� '�% -''` ; , ' \ \ \ f. \ '? �i`-•• RESIDENTIAL DENT I AL -
fr�� �fl TRACT AREA - 596, 777'. 47 SF (13.70 AC }
;3 ZONE = UNZONED
A; EXISTING LAND USE - VACANT
t,1 i� \ I'm �i:`r�� � � `.\ ,�� 0\�\\ � � \ �` f �'' ��,r� �ti'� f`� � b ALLOWABLE UNITS = 3 UNITS/ACRE m = 41 .1 UNITS
�gn / mr /to�Rt L'YN LA'rRENCE f` o 25
PROPOSED NUMBER OF LOTS =
', � � , "� .� tr � ' • r r '^ _- �\ � �� AVERAGE LOT AREA = 16.597. 54 SF
` a �. / i ' \ Ste, \ '?i•a 4 A , `j 2 '
y r 1 f `� ' 1M RE `. ENT I AI
�
o \ j ' ,. 1 - \i i ' \ ' S' SMALLEST LOT AREA = 10, 271 .66 SF
Q' 1 v t/,� O
.98
' , v, (1rlc f ye \ v
� `�' I r . L�TYP '� r` \ a /�' F " "gA 6 CAMA LAND USE PLAN CLASSIFICATION = LIMITED TRANSITION/CONSERVATION
�f :: _ � ,l% t ;4T�, \. f�S♦tom FLOOD ZONES = AE EL6, AE EL7 & VE EL8
CF)f 4 g`� \ r ' r'? , j .`jv'` C'S `b°Sj , `; r - '�� ©�`��_ \ �♦ OFFSET TAKEN FROM NC FIRM PANEL 7335, MAP NUMBER 3720733500J
sr tP\rtrr j: 'aa $, r t - \ s� \ \ \ �` `OL-DE-SAC DETAIL DATED DULY 16, 2003.
a {� flfl �� ` �t ? f s." t,L> l ice` i� t� \ S A MINIMUM BUILDING SETBACKS*
v # �U ,;: r �� �;' ,, "�f'� i Qa/ L �L� \AiL C NOT TO SCALE
t {, FRONT OR RIGHT OF WAY - 20'
_
Q ♦� SIDE 10
r ,
Q{; _ _ REAR = 30'
20 Q Cif` ' `r� _ '� r
f -.- T RSi FOR CURRENT SETBACKS SET F ---'' ORTH I N CARTERET
4��f r�yi
y f,, p ��- \ COUNTY SUBDIVISION ORDINANCE
,F
R 50.0 LINEAR FEET OF STREETS
R 35.0 SOUND POINTS DR = 1,109.30 LF
{ `�..( F f �r r _ F� s .• \ ti _ L �, TURTLE POINTE DR = 1 44.61 LF
L 1 VL ` Li i a�$ Q�P ,
-- ,, �_ _ r LOT AREAS
1� 1 J , i' r �j 'M ` L .TYP . \� IR i '.,i rf f G > Q ,' �, \ c�\ 4 Y �� o`L�o Q
�.-WILLIS
.a 1 �t
f` ♦ 1 I t .i a f r i j } F. \ �y c� y y,t 3 ' �2't 1 1. -) 2 12 3 3 ft �� ` o
♦1 �a f r fry t r �• `t t '� `y `t \ >w ES IvE1iZ ALA' \ f
Z CD saw Q7 a 1 iO \ s \ 1 t
Z�E ` t �\ l�\ \ .0
V� a ' �� CV �� '' . � �..t. � r� � i a � tt 1� t � - ; � � .s, � � --".• i'i^ 01 3 5 . 0 0
20
La ;(1 3)\ 50
7c- \i \ i S1� N/F u4 r
. fF ` .- ..1, \ WILLIS 1, ,� p
I 19
QNQ. �. {,f�T4 k t 'f • it \ a 702 /'1 7 Z t Ste.
� 4 �. y . ,' � '„� I 1 y RS I DLL. C UL -D C DE TA I L
,i , 6p �� - ,cam .; j}•.55{{ t y1 ,.. O \ l SCALE NOT TO L
C< J " V O ` \ ,�;/9 ! v w J..it } ! ' t. ,'-� 'L -7-mac,•. \ !/ '\ A
LEGEND �� --. -. C,oAS:TAL'
AC ACRESWETLANDS .99,
• \ ,
i
AEC AREA ENVIRONMENTAL CONCERN A_�, ,.,.�,_ -� Q � �. �i
CH CHORD wQ�' 15' WATER '� S �\' ., u,. _-.� J" ��,
CL CENTERLINE ACCESS EASEMENT 4f 6 �'"'� -�'- f" °° \;; '•;' \ \ N,%F
EX EXISTING £qC�4 ! 3j ; n „f: ^ �L F•t
i`r i S
FE FINISHED ELEVATION r \ ~''� \\ \
`\. ♦ ...."`,,.�,��' v- �. a -`. i, v --, --,.COMMERCIAL
iV'Q r /` t �,� �'�.� r \ �,�}�ii�1i{_ �'t, 1 'iL
I NV INVERT q, NF
LF LINEAR FEES ' `;':1 1 •JAC:I<{}ON979/151
�.
MBL MI I N I MUM BUILDING LINE SAV LOCATIONS NOT DELINIATED / RES I DEBT I Li
MH MANHOLE (GRAPHICAL REPRESENTATION FOR NOTIFICATION6
N/F NOW OR FORMERLY t
ONLY, SAV'S EXIST WITHIN THE BOUNDS r,; <v `3 16,, �,� :'♦ �'..`.1 , ; 1, i.•y ��
NHW NORMAL HIGH WATER r r I dam. N / c', N,'"F
OF THE PROPERTY ` { \� �ii �' P
R RADIUSj�tr� iI '.,� Y''�•� t1y to �uz\� \ �p I [. L I
RCP REINFORCED CONCRETE PIPE ti �Q O�' < 6p u. w1a`� ��
R/W RIGHT OF WAY �1 v,q INF g. / s: ! f� . L 6 N,,'F RESIDENTIAL�� r'_c3
j C \ f� '` 3 ' t�"
SF SQUARE FEET t y' �.� ; : t ! �" i ' 1 C 9',a 5 7cr
F
TS&V TAPPING SLEEVE 8, VALVE I Lil ��'�` ' i v �'1 i '�: �� L_.� RE`� I DENT -`<
TWSP TOWNSHIP i f a�%/� f `S� ♦fir % ` .` i Y ,- F F ` I
TYP TYPICAL t f f- "'vh I --. -� j / � ' �!` f' - S .GC3t� !( D�VAL{<
f �✓ 70'/ Y `V ` / 6,9" f /
_A 404 WETLAND ' ' f � �qp� •� �2 S
LOT NUMBER
WETLANDS (SF)
UPLANDS (SF)
TOTAL (SF)
1
4566.04
16263.34
2:CI829. 38
2
2132.58
11736.13
V' 868.71
3
3535.24
9457.19
12992.43
4
2318.54
9975,69
12294.23
5
2840.84
10250.19
13091.03
6
4645.58
9752.18
14397.76
7
8419.99
7767.70
16187.69
8
1576.76
13448.66
15025.42
9
759.10
15168.57
15927.67
10
1429.28
8955.12
10384.40
11
3196.60
13608.37
16804.97
12
4298.17
19331.84
23630.01
13
9455.35
10827.05
20282.40
14
24912.77
15967.65
40880.42
15
9567.71
12091.96
21659.67
16
7489.48
18315.94
25805.42
17
0.00
15207.23
15207.23
18
0.00
15830.38
15830.38
19
0.00
16006.42
16006.42
20
0.00
16026.14
16026.14
21
0.00
10312-50
10312.50
1-1 22
0.00
10312.50
10312.50
23
0.00
10312.50
10312.50
24
0.00
1D271.66
10271.66
0,00
12778.57
12778.51
COASTAL MARSH I 0' 'uri ID H t SIGHT TRIANGLE, I TIE L INS FROM
R3D t f t �,..�L �' aYL� �.! �a9ti V� 4 rr t_tivC
�..
V-W- -- -- -� 30i---- �� �� s '� '\!, F- . ISLAND ROAD, NCSR 1335
SUBMERGED AQUATIC VEGETATION (SAV) T
i, `� `� `.``` 4 ' AMA s- E3ANI / 1"U(iNt i,
� �; -Y L - � � ; p � AND YEOMANS DRIVE, NCSR 1424
10'EASEMENT
4 "CONCRETE --J
DRIVE
EXCAVATE ADDITIONAL 2' B
PROPOSED SWALE INVERT. 5
SIDE CENTERLINE OF PROPD
SWALE AND BACKFILL WITH
EOP tiG' a % C"O,A'STAtL ,T .A1qDS'` � E I P 44, ; ti
STOP .�, RES I DEN.
I `
---------------- -I----- -------------" 4� �,� 15' WATE `
EXISTING ROAD p �s. t
EOP r�. ACCESS EAS SENT � ��; Iftr
DRIVEWAY/ INTERSECTION DETAIL �Q�.'._ N/�
SCALE: NOT TO SCALE
�� '�,_�J B 1Z r-S<O E
ATDEACHIP RLQF ATYPICALRT 50'RIW f? i A,
REIGEL, IAL�.F
CL :i. .i. ,� ., : .i :� IRS p �qP
9' 6' 10' 10' 6' 9' 10'EASEMENT _ a
1 i, "BCSC ,v �
5
AD
j.. f'
9.5A A
MINIMUM ROEL4.5�``{}(`1 4'1FT
1'4'1F T
\- 6 "CABC
0.92'STORAGE DEPTH NOTE: DRIVEWAYS, LOTS 5-23 TO BE CONSTRUCTED WITH A 8"DIP DRIVEWAY
CULVERT AT THE RIGHT OF WAY LINE I15' FROM EDGE OF EXISTING
PAVEMENT} WITH THE INVERT AT 16.5" BELOW THE EXISTING EDGE OF
PAVEMENT AT PROPOSED CULVERT LOCATION
SAND STREET CROSS-SECTION € TYP .
SCALE: NOT TO SCALE
8`gDIP DRIVEWAY CULVERT TO BE INSTALLED ONLY AT LOTS 5--239
SHEET #1 OF 4 REMAINING DRIVES TO INSTALL 15" RCP CULVERT PLACED IN
PROJECT #: PM:632--1 BOTTOM OF DITCH
DESIGN FILE #: 1632/1632-1/PM1632-1-BARBLAND.dgn
evew41Nlitter /
`oAk
60 30 0 60 120 41 �`e°y•`�g
SCALE: 1 "= 60'
s • •
p 0�
S(
1200 ISLAND ROAD
HARKERS ISLAND, NC 28531
PIN# 7335.19.61.2926
DB1136 PG375
fE PLAN
REVISIONS:
No
BY
DATE
DESCRIPTION
i
GYT
9/29106
ROAV X-SECTION DUF
2
GYT
10131106
ROAR X-SECTION
3
GYT
3113107
�iECEiE SE#3fER EME
BARBOUR'S
HARKERS ISLAND TWSP, CARTERET COUNTY, NORTH CAROLINA
CLIENT: BARBOUR'S LANDING, LLC DESIGNED:
C/O FRANKIE PENDERGRAPH RDC
ADDRESS: P.O. BOX 19691 DRAWN:
RALEIGH, NC 27619-19691 GYT
PHONE: [phone] CHECKED:
RDC
/ STROUD ENGINEERING, P.A. APPROVED:
IF151A HIGHWAY 24 RDC
MOREHEAD CITY, N.C. 28557 DATE:
2} 47-7479 � 6/12/OE
�'^4 SCALE:
®NALD D. CUI,LIP�IEIi. PX. 1 "= 60'

zO
SEED STOCKPILED MATERIAL
PER SEEDING SCHEDULE THIS SHEET
SEED PER SEEDING
SCHEDULE
SEEDING SCHEDULE
10' MAX, WITH WIRE
6' MAX WITHOLIT WIRE
FRAME AND SOLID LID PER
NCDGT STANDARDS
SILTFENCE AROUND CONSTRUCT PER
LINE SLOPES Wl-
SEED BED PREPARATION
-12 GAUGE WIRE, MINIMUM
STOCK PILE
STOCK PILED MATERIAL NCDCIT STANDARD 840dep
w %W k
EXCELSIOR BLANKET
LIME - --------------•------------- 2 TONS/AC-
A
SLOP�� VARIES
5' TOM
SOT
SLOrF
10 -10-20 ------------------ - ------ 1,000 LBS./AC
FILTER FABRIC
La
LOPE
50
0-20-0 --------------------- - ------- 500 LBS./AC (AFTER SEEDING)
FILTER FABRIC
--7-T
S TOCK PILE
5:1
1 .01 MIN
ASPHALT TACK -------------------- 200 GAL. /TON OF MULCH NCDDT 1059
TYPE 39 CLASS 5
I
SEEDING MIXTURE
SCALE; NOT TO SCALE
-SEE PLAN FOR RCP
(FEBRUARY I -APRIL 30)
2
PIPE DIAMETERS
TERS
COMPACTED FILL
TALL FESCUE-------- - - --- 50 LBS./AC 6
Lu
COMMERC IAL USE
PENSACOLA BARIAGRASS--------10 LBS./AC
HARKERS ISLAND, LELEPIENTARY SCHOOL
KOREAN OR KOBE LESPEDEZA (SCARIFIED)---50 LBS./AC
Ll
R
A
EXTEND EX-18"RCP
1 1 -41 A
VEGETATED SWALE SECTION_
co
TALL FESCUE ----- - - ------ - - -- 50 LBS-/AC
TO PROPOSED 4x4 PRECAST
2. 22
JUNCTION BOX DETAIL
KOREAN OR KOBE LESPEDEZAt SCARIF IED )----50 LBS./AC
SCALE: NOT TO SCALE
BROWNTOP MILLET --------------- 25 LBS,/AC•
INV 1.30
.4. IN3
SCALE: NOT TO SCALE
(SEPTEMBER I - JANUARY 31)
-
+4.99
TALL FESCUE --------------- - ----- 60 LBS./AC
Rlfw
+ 5. 42
KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)-- 60 LBS. /AC
"---t
FLARED 24
RYE (GRAIN) ---------------------- 25 LBS./AC
FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA
J
4
END SECTION
t ­5 al
LANDSCAPING MIXTURE
4- v
JANUARY I - MARCH 31
-.1 JZ114- HAP(tPPq I -,I ANIL')
COMMON BERMUDAGRASS (UNHULLED)----20LBS, LBS. /A0
1101111 lw• \(APRIL I - JULY 31)
A'
FIRE AND RESCUE
J COMMON BERMUDAGRASS (HULLED) -------- 12 LBS./AC
(M
HARKFRS ISLAND
64LF 18"RCP 14D
r it4
TO DROP INLET LAND D TURBANC
F IRE AND RESCUE
-r 4.2
L I Ml- A X. 12 AC R
STONE CONSTRUCTION 0.2 ACl/s CAROLYN! AWR-'EN'E
of i ENTRANCE +8 1.175 AC/S
0 RESIDENTIAL,,--
-------- 4 j22
'3
0�
41
00 +5.5, D
f oks 20'F IRE ACCESS�/EA EMENT GRADE
413 -E- -
4:0 FOR HEAVY VEHII,
Y VA s 09 QUKAR ACCESS c-3 stj
W ILLETT
-4 EMERGENCY VEHACLIES
�-NQ THRU
��AMENT TRAP #2 A"A��koAj,4L RP A C�e W
f W/SPOIL P TEEING IN TRAP 5,52
813/531 -ri f, 11 URAD IV LIRt, -4. 1 TRAFFIC TO SR1335)
cx ONCE DRAINAGERE IS STABILIZED + - �1- 5.76 7
UNDEVELOPED FA 2�ND 11 OF?OU A 7,1 O/V �5 N, I
A 4. b
LENGTH= 25*J
R
D r + 5114�,�t�
WIDTH= 10,' wFl. L c Ac s + 4� 44
TEMPORARY SEDIMENT TRAP #1 + 4
A/cE
OR FILLING IN TRAP
L 57s-� + p W/SPOIL PILE F ED D
ONCE DRAINAGE AREA IS STABILIZED, 1z I jJ
LENGTH= 15 CAROLYN LAWRENCE
WIDTH= 10' (�5;1 f AI WELL- I O-,�97 AC/S
: '�ENTIAL
DEPTH= 3' 111V AD f*7 RES:IL TRAP
1.64% 1 1kY. FILLING IN TRAP
SWALE @ 4
D, IRAG A 4 IS STABILIZED
s TEMPORARY + 4. 2 ENG 251 \ \ z,
SWALE 1 E P R-AR-Y 1 STOCKP/ILE AREA, W I D,TT- 20,
.16CFS V/ P IL UK FILLING 31 +
010= 11DE A L DE ,PT
A J�STABILI T I THIS 5
V= 3.19FT/S DRA AGE T �­
L N TH= 5 1 +4.2
(1D7
�,NAJR 0 L Y N L A P L
�i- 2. 2 11
TEMPORARY SEDIMENT TRAP H 5'
U= 11 -4
W/SPOIL PILE FOR FILLING IN TRALOj 75 3 5 4 AC/S
ONCE DRAINAGE AREA IS STAB ILIZEQs it -N-TP\L
LENGTH= 35'
25" ARY StD. L \4 KAP
WIDTH= A K 23 #6
'E IN TRAP
DEPTH= 3' f W k:&/� L UJ NG
'A \S FeA.82 -L D DISTURBA TYPICAL LOT LAYOUT-
HAIN, E A JABIL NCE
0; FE5 0 ITS APPROX. 12 ACE SCALE: NOT TO SCALE
t 1 21 �'��0( DITCH ON LOT-"16 MAY
4 H= 5'
I \ N% BE FILLED IN. INSTALL
OAI\01 C
vf 3.. ��I< , -"i 1-- 9 • 18 ULVERT-AT DRIVEWAY
I ----I 1 10 4% -
SCALE: NOT TO
NOTES.
1. USE WIRE A MI
6 LINE WIRES
2. USE FILTER FABR
ADEQUATELY TO TH
3. PROVIDE 5' STEEL
OR USE 6' WOOD P
SILT FENCE I,,\
S - w-
c
32 N W IDT
So' SPA
C INIMUM
I
ERES. T
T OF TfiLF-FA
OST WITH VMIAMETER
CRUSH & RUN
-�
(6" CABC)
OF IN
D A MINIMUM OF
N WIDTH AND FASTEN
STENER ANGLE STEEL TYPE.
EX. EDGE OF
PAVEMENT
STONE CONSTRUCTION ENTRANCE
SCALE: NOT TO SCALE
NAIL F4,
I'
it 2. STORMWATER DATA
o'
`��WA ft - d 0.28 AREA WITHIN 575'AEC = 576fO13.22 5F
Ai
7 ALLOWABLE 25% IMPERVIOUS 144.003-30 SF
VA
WALE 3,' IRS
j X f.
).7
QAIE 10= 3,aius PROPOSED BUILT UPON AREA
Y= l./23FT/S STREETS = 29,923 SF
DAY &I G H t I
N 3, 1 1 AN 1, LOT BUA = (SEE CHART BELOW) 109,000 SF
Ee +1 NOTE: DRIVEWAYS LOTS 5-23 TO BE Crl-�-TRUCTED WITH A 8"DIP
R
n3 I MISCELLANEOUS =5,077 SF
C5'-. A -3� DRIVEWAY CULVERT AT THE RIGHT -AY LINE (15" FROM EDGE
OF EXISTING PAVEMENT) WITH THI�- INVERT AT ir, Ptpi nw TOTAL = 144,000 SF
b, X -.45' 11 -- 4 -0 1 -
LAND DISTURBANCE FE
1; 1 1 THE EXISTING EDGE OF PAVEMENT AT PROPOSED CULVERT LOCATION
LIVE/O ­, /- -4- 1 j i - 1. 4 --1 -3.,i "I 11� I ,, 11 11". \ \ 13-,\
s
J. 4 N/F
LIMITS APPROX. 12 AC -zll \ "I
WILLIS
10 0 2 / 21,353
A 04L
"WETLAWS AY CULVERT TO BE INSTALLED ONLY AT LOTS 5-239 RLSID�-NIAALI 8"DI DRIVEWAY
x 0­ REMAIN G DRIVES TO INSTALL 150 RCP CULVERT PLACED IN
'0 BOTTOM ❑ [ITCH
EI t
A
�4 G
4,E
% U)
FE5. 00 2. 9
i\-A4I „a,r..•.` w-.,•. . '�. , F i°;s \ i 1 1 a "(' .. i • \ I :. ti i ' 1
+2.q
LEGEND 2. 4 1 r•V N/F
WILLIS
AC ACRES 12.5 . k I i
AEC AREA ENVIRONMENTAL CONCERN ve, - 1, 1 . \ I % �\ (1�- �3 ft 1 1 1� 0
792/174
+ 70 2
CHORD 19 04 CH -4
2.9
CENTERLfNE /Q wo v I -- RESIDENTIAL
CL 1�19 WETLANDS 2.4 4-
EX EXISTING CD
FE FINISHED ELEVATION 2.,1 216 \--2,4
INV INVERT 0. 2 1 0
LF LINEAR FEET <WELL '3 k
0 -P. 7
0. 1>
M3L MIINIMUM BUILDING LINE COASTAL 2.4 2. 1 m 9
11.1 Al --- 27MANHE WETLANDS
ti
NHW NORMAL HIGH WATER
N/F NOW 08 FORMERLY
2.5
2
RADIUS A -I >
R N/F
RCP REINFORCED CONCRETE PIPE (100 1 %
4 SWALE ' '>< % -- - . 0. S 11,
W11 LIS R/W RIGHT OF WAY 2.
%Z, T V,
D/49
SF SQUARE FEET C,2Z
17* y=j 1. 04
TS&V TAPPING SLEEVE VALVE 'C 1 �\ A C 0 hil M rr-' R L
2 7 rc � -11
0. 91
ek +
TWSP TOWNSHIP I/F
TYP TYPICAL x- J A C K 1-5 j 1\1
404 WETLAND
DAYLIGHT L/
COASTAL MARSH EL >�3 RES I DENT I A
SAV LOCATIONS NOT DELINIATED-/ 2.1 1.2 1. I. -
7
SUBMERGED AQUATIC VEGETATION iSAY) A,.
(GRAPHICAL REPRESENTATION FOR NOTIFICATION
1.9
OG N;F
EXISTING CONTOUR ONLY, SAVS EXIST WITHIN THE BOJNDS
% (Dii L T C-
NORMAL HIGH WATER OF THE PROPERTY -0.5 \ 1 1.2
EXISTING SPOT SHOT
EX 4e- 6 N/ F 3 0 3 3 2 8 .5 0
.7 N T 1 A REST DIL L
)t,,,� F L L E R
14
11) 4 1111­1�� 7
J 0
TEMPORARY SEDIMENT TRAP #5 RESIDEN
W/SPOIL PILE FOR FILLING IN TR
-EX-BOARDWALK
12- i f
CONSTRUCTION SEQUENCE ONCE DRAINAGE AREA IS STABILIZE ..7
2 619(,
LENGTH= 20' 1 1.1 1 -
1 - CLEAR AND GRUB SITE. WIDTH= 20' 7,?
INSTALL STONE CONSTRUCTION ENTRANCE. 4' 03"
LOT NUMBER BUA (SF)
1 4200
2 4200
3 4200
4 4200
5 4200
6 4200
7 4200
8 4200
9 4200
10 4200
11 4900
12 5500
13 4900
14 4200
15 4200
16 5500
17 4200
18 4200
19 4200
20 4200
21 4200
22 4200
23 4200
24 4200
25 4200
/-, ZAP TIE LINE FROM CENTERLINE
NTERSECTION OF
3. INSTALL SILT FENCING AS SHOWN ON PLANS, WITHIN AREAS +
Z,*- ISLAND ROAD, NCSR 1335
104
OF CONSTRUCTION.
1.4 N/F
4, CONSTRUCT DRAINAGE SWALES AND TEMPORARY SEDIMENT TRAPS WHERE -, i
T TURNER AND YEOMANS DRIVE, NCSR 1424
SPECIFIED. STOCKPILE MATERIAL AS SHOWN ON PLANS AND SEED IMMEDIATELY 2 4D14< AMA
SILT FE� : 4�E, SEE 1200 ISLAND ROAD
SEED
INSTALL EXCELSIOR EROSION CONTROL BLANKET WITHIN ALL SWALES, COAST4 'NET L A N D S .7 E 1 F3' 544/'l 83
DETAIL SHEET -21. -ES HARKERS ISLAND, NC 28531
,R I DENT A/
CONSTRUCTED DRAINAGE SWALES WITHIN 21 CALENDAR DAYS OF LAND DISTURBANCE A..
151 WATE
5. ROUGH GRADE ROAD AND ROAD SIDE DITCHES. E RIP RAP CONTINU ACCESS EAS ENT---, PIN# 7335-19.61-2926
6. INSTALL UTILITIES. UP SIDES OF SPILLWAY Q� DB1136 PG375
GRAVEL
7. FINE GRADE STREET AREA AND SEED AREA TO REMAIN OUTSIDE FACE
OF PAVED AREA. PILE TOP OF SWALE GRADING, STORMWATER AND
S. PAVE STREET -
I %9A Q
FILL-IN TEMPORARY SEDIMENT TRAPS
9. PERFORM FINAL SEEDING AND MULCHING, F1 TOP ELEVATION OF STORMWATER
CLASS 5 RIP RAP 'I rz, OF
WITH STOCKPILED MATERIAL WITHIN DRAINAGE AREA ONCE CONSTRUCTION FLOOD STORAGE I't L
WITHIN SAID DRAINAGE AREA HAS BEEN DEVELOPED AND STABILIZED. cx� 5 4 5 1
SEDIMENT STORAGE SEE t RESIDENTIAL" I D EIN T I A C� �,2.0/v ARBOUR
NOTES: PLAN) + -0. 4 �p
''IRS � -4
I. GRADING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL TRAP LENGTIT=�:HARKERS ISLAND TWSP, CAI
LAND DISTURBING ACTIVITIES TO ENSURE COMPLIANCE WITH THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. (LENGTH AND WIDTH DIMENSIONS GIVEN ON PLAN VIEW)
THE CONTRACTOR SHALL OBTAIN A COPY OF THE PERMIT ISSUED BY CLIENT: BARBOUR' S LAN
THE N.C. DIVISION OF LAND RESOURCES -LAND QUALITY SECTION ALONG C/O FRANKIE PI
WITH WPITTEN NARRATIVE FROM THE OWNER OR ENGINEER AND BE TEMPORARY SEDIMENT TRAP DETAIL ADDRESS: P.O. BOX 19613'
THDROUVHLY FAMILIAR WITH THE REQUIREMENTS. THE CONTRACTOR SCALE: NOT TO SCALE
RALEIGH, NC 2'
SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER RAIN EVENTS
A, 0
AND REMOVE ACCUMULATED SEDIMENT, REGRADE AND RESEED NOTES: 00
4...... . A,
-755-0558
ERODED AREAS. MAINTAIN RIP RAP ENERGY DISSIPATORS, AND CLEAR PHONE: 919
ANY DEORIS LEAVING THE SITE ON NEIGHBORING ROADS ASSOCIATED 1. CONSTRUCT TRAPS WITH 2:1 SIDE SLOPES MINIMUM. %
WITH THE PROJECT. 2. TRAPS ARE To BE CLEANED WHEN 1/2 SEDIMENT STORAGE ZONE is 60 30 0 60 120
FILLED, APPROXIMATELY EVERY MONTH,
ROUD ]ENGINEER
2. MAXIMUM EXTENT LAND DISTURBANCE AREA LIMIT 12.0 ACRES. 3. LENGTH AND WIDTH DIMENSIONS SHOWN ON PLANS ARE AT 13
u tX
ELEVATION OF BOTTOM OF SEDIMENT TRAP. HIGHWAY 24
4. TRAPS TO Bk FILLED IN WHEN VEGETATION HAS BEEN ESTABLISHED SCALE: 1 60' 0 'q, ew EHEAD CITY, N.C. 2855
SHEET #2 OF I WITHIN SWALES. 1-, R1 ai�i
'tj� 0
PROJECT #: PM1 632-1
DESIGN FILE tt: 1632/1632-1/PM1632-1-BARBLAND.dgn
D.CULLIP
REVISIONS:
/-, ZAP TIE LINE FROM CENTERLINE
NTERSECTION OF
3. INSTALL SILT FENCING AS SHOWN ON PLANS, WITHIN AREAS +
Z,*- ISLAND ROAD, NCSR 1335
104
OF CONSTRUCTION.
1.4 N/F
4, CONSTRUCT DRAINAGE SWALES AND TEMPORARY SEDIMENT TRAPS WHERE -, i
T TURNER AND YEOMANS DRIVE, NCSR 1424
SPECIFIED. STOCKPILE MATERIAL AS SHOWN ON PLANS AND SEED IMMEDIATELY 2 4D14< AMA
SILT FE� : 4�E, SEE 1200 ISLAND ROAD
SEED
INSTALL EXCELSIOR EROSION CONTROL BLANKET WITHIN ALL SWALES, COAST4 'NET L A N D S .7 E 1 F3' 544/'l 83
DETAIL SHEET -21. -ES HARKERS ISLAND, NC 28531
,R I DENT A/
CONSTRUCTED DRAINAGE SWALES WITHIN 21 CALENDAR DAYS OF LAND DISTURBANCE A..
151 WATE
5. ROUGH GRADE ROAD AND ROAD SIDE DITCHES. E RIP RAP CONTINU ACCESS EAS ENT---, PIN# 7335-19.61-2926
6. INSTALL UTILITIES. UP SIDES OF SPILLWAY Q� DB1136 PG375
GRAVEL
7. FINE GRADE STREET AREA AND SEED AREA TO REMAIN OUTSIDE FACE
OF PAVED AREA. PILE TOP OF SWALE GRADING, STORMWATER AND
S. PAVE STREET -
I %9A Q
FILL-IN TEMPORARY SEDIMENT TRAPS
9. PERFORM FINAL SEEDING AND MULCHING, F1 TOP ELEVATION OF STORMWATER
CLASS 5 RIP RAP 'I rz, OF
WITH STOCKPILED MATERIAL WITHIN DRAINAGE AREA ONCE CONSTRUCTION FLOOD STORAGE I't L
WITHIN SAID DRAINAGE AREA HAS BEEN DEVELOPED AND STABILIZED. cx� 5 4 5 1
SEDIMENT STORAGE SEE t RESIDENTIAL" I D EIN T I A C� �,2.0/v ARBOUR
NOTES: PLAN) + -0. 4 �p
''IRS � -4
I. GRADING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL TRAP LENGTIT=�:HARKERS ISLAND TWSP, CAI
LAND DISTURBING ACTIVITIES TO ENSURE COMPLIANCE WITH THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. (LENGTH AND WIDTH DIMENSIONS GIVEN ON PLAN VIEW)
THE CONTRACTOR SHALL OBTAIN A COPY OF THE PERMIT ISSUED BY CLIENT: BARBOUR' S LAN
THE N.C. DIVISION OF LAND RESOURCES -LAND QUALITY SECTION ALONG C/O FRANKIE PI
WITH WPITTEN NARRATIVE FROM THE OWNER OR ENGINEER AND BE TEMPORARY SEDIMENT TRAP DETAIL ADDRESS: P.O. BOX 19613'
THDROUVHLY FAMILIAR WITH THE REQUIREMENTS. THE CONTRACTOR SCALE: NOT TO SCALE
RALEIGH, NC 2'
SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER RAIN EVENTS
A, 0
AND REMOVE ACCUMULATED SEDIMENT, REGRADE AND RESEED NOTES: 00
4...... . A,
-755-0558
ERODED AREAS. MAINTAIN RIP RAP ENERGY DISSIPATORS, AND CLEAR PHONE: 919
ANY DEORIS LEAVING THE SITE ON NEIGHBORING ROADS ASSOCIATED 1. CONSTRUCT TRAPS WITH 2:1 SIDE SLOPES MINIMUM. %
WITH THE PROJECT. 2. TRAPS ARE To BE CLEANED WHEN 1/2 SEDIMENT STORAGE ZONE is 60 30 0 60 120
FILLED, APPROXIMATELY EVERY MONTH,
ROUD ]ENGINEER
2. MAXIMUM EXTENT LAND DISTURBANCE AREA LIMIT 12.0 ACRES. 3. LENGTH AND WIDTH DIMENSIONS SHOWN ON PLANS ARE AT 13
u tX
ELEVATION OF BOTTOM OF SEDIMENT TRAP. HIGHWAY 24
4. TRAPS TO Bk FILLED IN WHEN VEGETATION HAS BEEN ESTABLISHED SCALE: 1 60' 0 'q, ew EHEAD CITY, N.C. 2855
SHEET #2 OF I WITHIN SWALES. 1-, R1 ai�i
'tj� 0
PROJECT #: PM1 632-1
DESIGN FILE tt: 1632/1632-1/PM1632-1-BARBLAND.dgn
D.CULLIP
REVISIONS:

TRENCH TO ALLOW FOR
2 PIECE ADJUSTABLE SETTLEMENT
BACKFILL WITH SAND FROM
VALVE BOX co
TRENCH EXCAVATION. COMPACT 855%STANDARD PRO TOR
UNCLASSIFIED BACKFILL
TO MODIF IEDPROCTOR
V) if Ld
tn � i < z >
2" BRASS COUPLING IF UNDER PAVEMENT OR WITHIN
HARKERS 0
0 W/ PVC THREADED PLUG 10 FEET OF ANY PAVEMENT 2uj METALLIC TRACING TAPE
ISL > wz/�
m OR OTHER FOUNDATIONS 1 ABOVE ALL WATER MAINS uo
CAP V)
x
rn
rj•X X/ TO 98% STANDARD PROCTOR.
V) SLOPE WALLS TO ANGLE OF SELECT BACKFILL COMPACTED
AV REPOSE OF SOIL OR PROVIDE k
rr) C*li /I "I .,: I USE HAND OPERATED EQUIPMENT
> SHORING.
2 PVC PIPE 2
SITE ONLY.
I E R C I A L UIS E
TRENCH BOTTOM SHALL CONSIST OF
Rk L R BACKFILL USING MATERIAL
BACK
_NTAPY SCHOOL IRM,STABLE MATERIAL & SHALL
SOUND F0,W HA k ISIAND FLEW FROM TRENCH EXCAVATION
PROVIDE UNIFORM SUPPORT THROUGHOUT
AND COMPACT TO 90%
11 A C cli
LENGTH OF PIPE.
MODIFIED PROCTOR.
EX-FH
VICINITY MAP - — - — - — - CONCRETE BLOCKING NO. 57 STONE BEDDING FROM
____T7 - GATE VALVE MINIMUMOF 6"BELOWPIPE TO
'T ___ WT U M-A-1 N
1 CASED BORE E;BS-E— ' — ­4 1.- - - - z: TOP OF PIPE.
W/ T5�� ___ . ___ ___ - _F.- - - -
2" GALVANIZED
777!-, 6
FLOW COUPLING PIPE DIA. +1
w PIP EDIA. +24"
TYP I CAL PERMANENT BLOW OFF
7 SCALE: NOT TO SCALE
ou '7,, SEWER',1PE TRENCH
11 T
WATER PIPE TRENCH
_j
SCALE: NOT TO S SCALE: NOT TO SCALE
M HARKERS ISLAND OUTSIDE OF PAVED AREA
'
VIRL AND RES"'."UE
, i
2 0 G 41, C S
CAST IRONBOX
HARKERS ISLAND W/ BRICK SUPP
a- 4 ORTS
FIRE AND RESCUE
SCH 40 SCREW
0. 2 AC/S
AVjPllN11-1:' FINISH GRADE ON PLUG
0 x Ykj I
0 ue RESIDENTIAL
w�
W ON
A"
N/ S TE
D
RPZ 1/'RPZ (IN ABOVE A4lNjtqUA4A SURI'4 ,z�, S TE WA -FER 0 r Spo
GROUND HOTBOX) _--c DR,— 4 SCH 40 PVC
GTT"qD I/V13
Rl '51/5311 x 1.0% MIN.
FREEZELESS
SDR-35 IN
LEGEND UNDEVELOPED YARD HYDRANT AREA AND GROU A TION
G. SA L ARE
zt-
L I NE WYE WITH 4"PVC CAP
AC ACRES (SEE DETAIL) 2' 5,5 A C /VD D SCH 40 STUB OUT
AEC AREA ENVIRONMENTAL CONCERN ISTURSANICC
NOTE: IF LESS THAN 36" COVER
AEC
CH CHORD MAIN AND SERVICE PIPE SHALL
BE DUCTILE IRON PIPE
CL CENTERLINE Z CAROLYN LAWRENCE
EXISTING
EX 0.s9'C/SSEWER SERVICE DETAIL
FE FINISHED ELEVATION\7 REL SCALE: NOT TO SCALE
FH FIRE HYDRANT
NOTE:
INV INVERT V,
LF LINEAR FEET 1. INSTALL CONCRETE DONUTS AROUND
ALL CLEANOUTS.
MBL MIINIMUM BUILDING LINE 2. IF.LESS THAN 36"COVER, MAIN &
MH MANHOLE SERVICE PIPE SHALL BE DUCTILE
[RON PIPE.
1�*%',R LYN LAWRENCcE�
N/F NOW OR FORMERLY 7�
NHW NORMAL HIGH WATER tz- Z-1 , L��)54
R RADIUS
3
109
RCP REINFORCED CONCRETE PIPE
'SE E
R/W RIGHT OF WAY SERW V 2"PBO f; a \\V1,
FEET'`'' PI
SF SQUARE I TY ASSEMBLY
TS&V TAPPING SLEEVE & VALVE ER 6
TWSP TOWNSHIP
TYP TYPICAL
SERVICE o A I< TYPICA MH6
404 WETLAND AID
COASTAL MARSH
Lol 0
SUBMERGED AQUATIC VEGEIAI UN,I, (SAV)
4 tA
0A K 6 ATERMAIN (.n
A,�
6 x 2 RED
22- "G'
1U5
LiVL u
�f T 7 C)\
L GRAVEL
100 /2
6 x
6TEE RES I bENT AL, \ © �_
r7 "GV
2 "GV r DLUr -IUFUF
CONC - TO PROVIDE \ _\ DRAINAGE FROM
2"WAT RLINr_ HYD. DRAIN
UN,
n,3 N
-SELECT BACKFILL COMPACTED
TO 95% STANDARD PROCTOR
IN AREA TO BE PAVED.
-METALLIC TRACING TAPE
> 1 ABOVE ALL WATER MAINS.
X�,
-SELECT BACKFILL COMPACTED
TO 98% STANDARD PROCTOR.
USE HAND OPERATED EQUIPMENT
ONLY.
-TRENCH BOTTOM SHALL CONSIST OF
FIRM.STABLE MATERIAL & SHALL
PROVIDE UNIFORM SUPPORT THROUGHOUT
LENGTH OF PIPE.
JfIPE DIA. +16yfT I
WATER PIPE TRENC
SCALE: NOT TO CALE
FOR AREA TO BESPAVED
ANGLE METER STOP
WITH LOCK WINGSCAST IRON METER BOX (MUELLER H 11151)
WITH CAST IRON LID
SUPPORT BOTTOM —314" METER (PROVIDED BY DISTRICT
i
WITH BRICKS UPON PAYMENT OF USER)
SERVICE
(MUELLER
SERIES)
FLOW PREVENTER
TS 710 - U2)
NOTES:
1. 36" MINIMUM! COVER EXCEPT UNDER DITCHES.
2. ENCASE SERVICE LINE IN PVC PIPE WHEREVER SERVICE
LINE IS INSTALLED UNDER PAVEMENT.
3. COORDINATE WITH HARKERS ISLAND FOR
INFORMATION ON METER TYPE. SIZE, AND LOCATIONS,
4. STAINLESS STEEL INSERTS SHALL BE INSTALLED
IN SERVICE TUBING.
5. INSTALL CONCRETE DONUTS AROUND ALL VALVE BOXES
RED HYDRANT (MUELLER SUPER CENTURION 250,, 5-1/4" LOCATED OUTSIDE OF PAVED AREAS.
A-423 OR APPROVED EQUAL) METER SET DETAIL
I SCALE: NOT TO SCALE
FIRE HYDRANT, PUMPER NOZZLE TO BE
/—PERPENDICULAR TO STREET
FINISHED GRADE
AL
2" SQUARE OPERATION NUT
OPEN LEFT (COUNTER CLOCKWISE)
OCKED HYDRANT TEE
\ - 6' C-GATE VALVE
`UNFORMED CON:�C-�\—`DIULUG
3/4 " THREADED
RODS (COATED) NOTE: SHOULD LOCAL CONDITIONS
PREVENT CONFIGURATION
SHOWN, ALL JOINTS SHALL
Lill
I
tA 1\ TYPICAL FIRE HYDRANT ASSEMBLY
2 $E RESTRAINED.
"PBO W L L I S
"SPMRI Y 7Q? /I 7,1 (l%l SCALE: NOT TO SCALE
W,
SAV LOCATIONS NOT DEL INIATEDs. 'S I'DE•NT 1 AL 411
:RE
(GRAPHICAL REPRESENTATION FUR
NOTIFICATION ONLY, SAV'S EXIST �i
WITHIN THE BOUNDS OF THE PROPER
t,,UAZ'y---1 IAL
Al
Al
.............
Al WETLANDS,
2
N /F
30
Z
WILL IS
,
3" PVC MANHOLE VENT Z4 -
1,\A7Rr I AL
RI 41, COI� c-
HORIZONTAL BURIED ,1;4 N/F
SECTION SHOULD RISE MH RING & COVER SHALL 4, 4, 'j"y.6" TO 90 DEG. ELL BE WATERTIGHT WITHOUT J A C �� 5 0 N
(SEE PLAN FOR LOCATIONS) THE USE OF BOLTS
(CAPITAL FOUNDRY MH-20011 RIE'SIDENT
MODEL 2001-WT)
FINISHED GRADE-� MIN ELEV
-��M_LNO i-O D ZONE OP OF PAVEMENT
> N /F
�Ok
4rz I L L I S
1p
SCREENED"�05 / 3 2, a
4 6 N/F
�'
24 T 1 AL
NOTES: F! I Fp RE S I DE N
CL`iceQ0 1.) THE DISTANCE FROM THE lr
10411
L RES I DEN, I
TOP OF M.H. RING AND
E X BOARDWAL K COVER AND FINISHED Solz E
ECCENTRIC CONE
SECTION
"Cl" RING GA5KE T--1
ALL JOINTS
GROUT INSIDE &
OUTSIDE OF JOINT —
USING NON SHRINK
GROUT
0 - 16' ASTM C-178—
TYPICAL MANHOLE STEPS —
@ 16" O.C. & SHALL NOT BE
ALIGNED OVER INVERTS
FLEXIBLE SLEEVES AT
ALL POINTS OF PIPE ENTR
PRECAST CONCRETE
CHANNELS
1' MIN. CRUSHED AGG. BASE
100% COMPACTION
"D"
_­ T I . I AT 1- #-% A I- r. LBA kit If -%I ,-
SCALE: NOT TO SCALE
EXTEND BASE 12" IF MANHOLE
SHEET #3 OF 4 DEEPER THAN 12'
I"'OJEC' F R k, I
DESIGN FILE tt: 1632/1632-1/PM1632-1—BARBLAND.dgn
z GRADE MAY VARY WIDELY, 'j.. y, 1 %.1 1 - i
SEE PLAN.
VV
2.) SLOPE INVERTS AT SEWER
Ld LINE GRADE.
Lo
V)
3.) GROUT ALL LIFTING HOLES D N/F
44
47g44- AMA
T
AND PENETRATIONS RNED
��l (�OAtT4 AND S-" /18 3
RES, 1 DENT T Al
V)
V)
FREEZELESS YARD HYDRANT
SELF -DRAINING, ASSEMBLY, 15' WATE
WITH 2 �j SHOE INLET ACCESS AS ENT
WATTSBOX ABOVE
GROUND ENCLOSURE CONNECTION 4/
ON CONCRETE PAD
6" LARGER THAN BOX
LOCKING HOLE
a 4 THICK 'j, !'­
> N /'F
PIPE SIZE
D
LESS THAN 24"
41
24"-30"
51
MORE THAN 30"
61
I- t I � �-,L
5 4 5 /1
E
-DOUBLE STAINLESS STEEL WATTS 0090T RPZ
STRAP W/RUBBER BOOT BACKFLOW PREVENTER RES 1 D, NTIACC ?V
4,
TYP. W/ UNION CONNECTION J, -4-:: 'I'l
ON EACH SIDE .41
2'x 2'x 4" THICK 7�
CONCRETE SPLASH PAD
UNDISTURBED GROUND
llommmil
FROM METER -
.YARD HYDRANT DETAIL WITH RPZ
SCALE: NOT TO SCALE
yPVC PIPE I DIP PIPE 11 -
11
IP PIPE
DIP SEWER
10' EACH SI
OF CROSSING
p it
NOTE BLOCK
ALL PIPE, WATER AND SEWER SEE D
SHALL BE FERROUS MATERIAL
FOR 1 0' ON EACH SIDE OF
CROSSING %r..*ROSSING DETAIL
WATER UNDER SEWER
NOTES:
1,4 CONTRACTOR SHALL SUBMIT MATERIALS TO BE USE) FOR APPROVAL TO THE
ENGINEER PRIOR TO WORK BEING DONE.
2. ALL MATERIALS AND LABOR SHALL BE TO THE ENG.NEER AND STATE STANDARDS.
3. ALL SEWER PIPE TO BE SDR35 AND WATER MAINS -0 BE SDR21 UNLESS OTHERWISE
NOTED. SEWER MAIN MATERIAL CHANGES MUST BE MADE WITH MECHANICAL JOINT
SLEEVES.
4. ALL SEWER SERVICE TAPS ARE TO BE INLINE WYE;.
5. ALL SEWER SERVICE PIPE TO BE 4" SCH 40 PVC. INSTALLED WITH CLEAN OUTS.
EACH CLEAN OUT MUST BE SET TO FINAL GRADE 14 A CAST IRON BOX WITH
SUPPORT BRICKS.
6. NOTIFICATION TO THE ENGINEER AT LEAST 24 HOJRS PRIOR TO COMMENCEMENT
OF CONSTRUCTION.
7. A LICENSED UTILITY CONTRACTOR WILL BE REQURED TO INSTALL THE UTILITY
LINES AND A RESIDENT INSPECTOR WILL BE REQU RED TO BE ON SITE FOR
INSPECTIONS WHILE UTILITY WORK IS BEING DON*.
%ays VH
c 1
eq,
oz
60 30 0 60 120
r:
oo A*
SCALE: 1"= 60/
q
ee
cul-vxj%o
SCALE: NOT TO SCALE
1200 ISLAND ROAD
HARKERS ISLAND, NC 28531
PIN# 7335-19.61-2926
DB1136 PG375
JUTILITY PLAN Mlllll�
11DIP PIPE I PVC PIPE.�
TIE RODS OR
GRIP RINGS,
TYPICAL
REVISIONS:
No.
BY
I DATE
DESCRIPTION
I
GYT
110125106
HI WATER COMMENTS
2
GYT
.5113107
SEWER REROUTE
IARKERS ISLAND TWSP, CARTERET COUNTY, NORTH CAROLINA
CLIENT: BARBOUR'S LANDING, LLC
DESIGNED:
C/O FRANKIE PENDERGRAPH
RDC
ADDRESS: P.O. BOX 1 9691
DRAWN:
RALEIGH, NC 27619-19691
GYT
PHONE: 919-T55-0558
CHECKED:
RDC
- S ROUD ENGINEERING, P.A.
APPROVED:
7/7/ 151A HIGHWAY 24
RDC
MOREHEAD CITY, N.C. 28557
DATE:
(25L)-7-7479 4
- r"a a �)-
6/12/06
SCALE:
Rof ALD D.j� UX
LPH LJ� R . .
1 60

10" X 2" X 3*" THICK STEEL PLATE
RESULTANT THRUST AT FITTING
_-_r_.,.___ - 771��, _ �� � _ ATFRiA I N z
SHOE - BEND ENDS1/2'
AT 150 P.S.I. WATER PRESSURE
12 CASED B 0R EIv ZQ5-E--� -A�- ;- - �
-� W/ TS&IP6-_.."%, -_ _ LEGEND CURVE DATA STEEL $„
---FLOWi `-' -- ~�..AC ACRES LENGTH 290.14
ENCASEMENT PIPE �6
AEC AREA ENVIRONMENTAL CONCERN =
EIP S 820g5/p0„ CH CHORD RADIUS = 200.00' r,
CL CENTERLINE CH -BEARING S34 27 38 E
f EX EXISTING CH -LENGTH = 265.36` f '
FE FINISHED ELEVATION -- _LWATER
&F PYC -- _ --_- --- ---
LENGTH = 2 62, 18' """' LINE
INV INVERT RADIUS - 150.00'
BEGIN CONSTRUCTION `/ LF LINEAR FEET CH. BEAR ING = S87° 53' 44 "E -`
STA O+OQ.QQ r'` r MBL MIINIMUM BUILDING LINE CH -LENGTH = 61.74` -
c� r; r MH MANHOLE LENGTH = 1 12.78' 1 D"
4 %` r N/F NOW OR FORMERLY 3
NNW NORMAL HIGH WATER RADIUS = 150.00'
J
o R RADIUS CH -BEARING =N58a41'19"E
STEEL ENCASEMENT PIPE
f r S67 23 53 W CH -LENGTH = 110.15'
o f, 1 35LF 8 PVC SEWER @ 0.5% RCP REINFORCED CONCRETE PIPE
f S75" 37' 23 "E R/W RIGHT OF WAY 3� "
8 X $ THICK STEEL PLATE
f 32LF 8 PVC SEWER @ 0.5% SF SQUARE FEET
TYPES OF THRUST BLOCKING
4 V
V . L
o 0
SQUAREMare
a 1"RPZ (IN ABOVE TS8V TAPPING SLEEVE &VALVE :x
STEEL PLATE SHOE BEARING LOAD
GROUND HOTBOX) TWSP TOWNSHIP SOIL (LB./SQ FT.) hl� sti\. `� 5 �yo\\,m,��, C3 U
3 FREEZELESS TYP TYPICAL MUCK o k '� "� �
r 1" MIN. CLEARANCE BOLT CLAY 1+QQ00 a'
YARD HYDRANT"'" .--�---
' c4 __ _(SEE DETAIL) 404 W Ln
O - _-`'_�./ WETLAND SANDY SILT 3,000::< 1
PVC WATERLINE ..
p �Ir COASTAL MARSH
SANDY CLAY 61000 a W
' \ ` C SA1-�g`9.` ---> CL INTERSECTION �t f" 2q_ ARD CLAY 9,000 Lx.I >'
fi' N' \\� 1 SOUND POINTE DR STA &DIA. X 4" LONG 1. THRU LINE CONNECTION. TEE D
o f, ' �� TURTLE POINTS DR STA O fOO. 00 BOLTS W/HEX NUTS TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK. DIVIDE 2. THRU LINE CONNECTION, CROSS USED AS TEE, W
' �' ,° \ NUTS EA. SIDE THE TOTAL FORCE BY THE BEARING VALUES OF THE SOIL. THE W iL I-
;. QUOTIENT WILL BE THE SIZE OF THE BEARING AREA OF THE THRUST 3. DIRECTION CHANGE. ELBOW = 0- q
OF SPIDER.
►r, �, �\\� \4 �� BLOCK IN SQUARE FEET. APPROXIMATE VALUES FOR VARIOUS TYPES 4. CHANGE LINE SIZE. REDUCER U Q
OF SOILS ARE LISTED IN THE TABLE. NO RESPONSIBILITY CAN BE 5. DIRECTION CHANGE. TEE USED AS ELBOW CONTINUOUS WELD ASSUMED FOR THE ACCURACY OF THE DATA IN THIS TABLE DUE TO THE C3 I• --
BOTH SIDES, TYP. WIDE VARIATION OF BEARING LOAD CAPACITIES FOR EACH SOIL TYPE. 6. DIRECTION CHANGE, CROSS USED AS ELBOW n >-
WATER LINE 7. DIRECTION CHANGE
THRUST BLOCKING DETAIL
ENCASEMENT DETAIL �
o �,,� •r,.r ' `"`� � �'"-- ���\�\� �A SCALE: NOT TO SCALE �
SCALE: NOT TO SCALELLJ
o ti r, 1 t \ r < -1
o SEWER
SERV I E, f 2 "PBO
TYPIC L -�� vrr '°T'. ASSEMBLY,,f
WATER
/;=,f ;, /:f• i SERVICE cr) y
F TYP I CA
QAI` :; _ g �r c�, 0' MH6UCL
1 -
i' r � •'r'j�t !;r / \ ti i '! •� " `' �-''::-?"' 3 11 � _ `-
ui
,. `.-r f f " �%r . - f t f , " F • � � j � .' ,r / 11 if/,''r'f�%/f•�� j f f/f _,�.•:� � .-. . � ( � I ( ' � ,iy
r:J b r"''`%'%'//fs ! f % 'ti .\/ '/ �. y_� •"1 ♦RW V•
llrli 6" ATERMAIN ;�� % S7 ISLAND ROAD & `!
za
7a fir- a '"rf' f//, f%, i,!/ f' f SOUND POINTE DRIVE, CASED BORE NOTES
f r' •,,, { i i41 MATERIALS: z0_ mCV
6x2 RED 1.) CASING PIPE - SPIRAL WELDED STEEL PIPE MEETING ASTM A-211, < Qo 00
- : r-- 2 MINIMUM G1j y��;L•� , PLAN) I.Q.. WALL THICKNESS OF O.250 INCH M JW tnC.) Lf3
-MH�j '' -END CONSTRUCTION 60` 2.)PVCPIPE POLYVINYL CHLORIDE PIPE SRD21 r z O
SOUND POINTE DRIVE ! ! I - I
EXISTING PAVEM4NT INSTALLATION: Z 7G
JJ U)'„ ';.r STA 1 1 +d9. 30 FIELD VERIFY 1.) MAINTAIN A MINIMUM OF 36" DEPTH FROM TOP OF PAVEMENT TO 0::Q om Lo
�n� , EDGE EJF PAVEMENT PAVEMIENT EDC F TOP OF PIPE CASING. ::)Cr- COC.O Ln
�E 0 PA�JEMENT 2.) CASING ENDS SHALL BE SEALED TO PREVENT ou- a-, r-
f .WATER FROM
6 6x2 TEE ° m� { ` ENTERING ANNULAR SPACE. SEAL SHALL BE PORTLAND CEMENT GROUT. • W I
[ J �� � X ' 0 '�• 3.) CASING SHALL BE INSTALLED BY DRY BORE ONLY, NO JETTING OR �0 0-1 CT>
.,r C G\{ /,J r 8 x $ x 6 TAPPiNjG EXIST. a" PVC WET BORING IS PERMITTED. Q� • <C
{� SLEEVE &,GATE WATER MAIN MAINTAIN 4.) AS DRY BORE OPERATION PROGRESSES, ENCASEMENT PIPE SECTIONS OD a-cr m
2 "GV VALVE FOR W/L 36' COVER SHALL BE BUTT WELDED IN ACCORDANCE WITH NCDOT STANDARDS
f,r tin --- -------- __ SPECIFICATIONS FOR ROADS AND STRUCTURES SECTION IOT-20. WELDING.
2 "wAT RL I NE ,;r _ I _ 5.) IF OBSTRUCTIONS ARE ENCOUNTERED DURING BORING OR JACKING,
CD
o ------------ ---- ---- CASING PIPE SHALL BE CUT OFF, CAPPED AND FILLED WITH 1;3 CEMENT z
LL1
�0 ( GROUT AT SUFFICIENT PRESSURE TO FILL ALL VOIDS BEFORE MOVING TO i� z
`,(9 6" DI!? �6" PVC SDR-21 ANOTHER BORING SITE. W
END CAS I Nt
SEAL ENDS 5J LF zFIELD VERIFY L v a-
6Q` 30` Q 60' 120' 1 WATERLINE
2 "PBO MIN.
J
ASSEMBLY
CASING INSTALLED
BY DRY BORE METHOD
`. ., z
H-SCALE: 1 " = 60 ` '
END CONSTRUCTION
V-SCALE: 1 " = 6` TURTLE POINTE DR��-. ! CASED BORE o
cr
STA 1 +q q .61 U
SCALE: NOT TO SCALE
0
0
cr
z
z
MH 1 >-
STA 1+82.13 CL INTERSF-CTION MH6 CL INTERSECTION
RIM EL 3.90 SOUND POINTE DRIVE STA 8+56.62 & STA 10+74.30 TURTLE POINT DRIVE STA 0+00,00 & o
TURTLE POCNT DRIVE STA 0+00.00 RIM EL 5.00 0
INV -5,82 INV -1.00 SOUND POINTE DRIVE STA 8+56.62
MH2 MH� MH4 MH5 MH5 MH7
STA 1 +99 , 24 ST4 3+44. 31 STA 4+54.26 STA 8+56. 62 STA 0+00. 00 STA 1 +09. 61 rr
RIM EL 3.83 RIM EL 3.76 RIM EL 4.10 RIM EL 5.66
INV IN -5.54 _ - RIM EL 5.66 RIM EL 5,OC w
INV OUT -2.07 Cf
IN\ IN 4.73 INV IN 4.08 INV OUT -2.07 INV -1.00
INV OUT -5.64 IN;` OUT -4.83 INV OUT -4.18 INV IN -1.97 00 00 0 c� INV IN -1,97 MH1 E0 TANK INLET v
a � �0 0 STA ©+00.00 STA 0+31.68
0 cn Q a RIM EL 3.90 INV -6.00
o rn v V)
0 0 + o Lo + c`¢o D CD 0 0 ± � L,_ LLI + o+ 0 + iiD LIT Ld INV -5.8 2
N a
> > _j _j _j > 0
1L W O_ W a_ Ld O_ LD Wu O- w O_ W CL. w w c-,)
- , - ----�
l E .6';`WATERL:INE; NORTH' SIDE f : ----- --r- - : : -__ -- -- i - 10 Lu
IL
LL
-.0
ry f .._... - - i
I•SLANQ R,I3AD:V-E#-I•F-X:-LOGAT-DN-;Y.
i
FIRE H DRANT € i j T R3 T D ,---
SIZE PRIOR TO CONSTRUCTION �`�+3D PROPOSED � FIR
GRADE:
STA
...... ..... ... -.. _... _...,. 1 _-__. ________- .. .. _ .. _ _ _.. .. - _ -. --_ ____ -. ,. .-- ,_- _.. ____ .__ .. ,. ._ .__ ._ �_ - -
4 i
CL
GfZ
PROPOSED RA E
i DE 44%, 7% i ST I NG
"0.
r . _ _ -- - _ _ _ GRADE
-_r
rl�
J -
. 0 ,
- -
EX
EXISTING E i -0.51% :-EXISTING
j _ f
k _ ( ( i V n a " 0 . �J 0° i I ; Qiii688ip6P 0_
# 1 T ER1_ I E a� gF
GRALOE r f, :6 PRIG -W 2 PVC1 -WATT r GRADE
i i P�iC TERLINE , I----� q Ir'
1 „ ' ; i , ' , --�--I F-;-------�----�--I r"_____� : C : WA 1" i ����� s.• •.ag ��
0 i :� 6 4�V WATERL E r-- - i 6x REI) i t Lii E' , •. O At `• �
z-I „ ,�
o ? i 6x6 ,2 TEE 2 G,V z 0 ; 6x2 TEE 0 m st-:
STA 8+41.:62 : ( 0 0� 2 ; a `$ �a s� .
V:
t' - _
ti
}- _ _ - _ - Ic
109LF 8 PVC' wER ia--G:50% -
? E 142LI PVC; R O+ 5% : € $: PVC SE ; rr
W ; ' SEWS , ; 94LF 2 PHO ASSEMBLY j 1-1 Ot�a; 0, $.8% d *' -� '`l
w LLJ; = :-._ $ C E - SEr--PLAN--*V-I w w I
' SEDER ; , , c�
L
,
i :,, : H I t 2 „PBO ASSEe w � ' °•......• Qe<
, , V 'S WER @ 0 ;
•.... 01 F "P ON
_--_-
2 40LF.. ,.5, .RC ... 2-4OLF-1� GP- ;... 4.,.. w
M
..T 0 i 5' i F:OR LO AT LY
1 : 1 .-SEE-PL:A4- VIEW -. ®"s, Rolt4 hlLo
"
I N V E: 1. 8:0 ! I N E :1 .2:0 , E i- ' ®d �s . i i-•1
j o FOR LOCAiT I ON a a�
,
:..1NV-_W.:.1...a. :._.. 8"RV.C,:.. I _.. -
.-....--- .- -SLF_ .N. �.. W.��_ O� _i_. - .. ____. --_-_' __ ___ _____ ____ __ I .. __.. _. __• _ ._-.__. I .. .. __.. ., -... !I
j, EWER @: 0.5% : ( : : i : ; 1 r 32LF 8 PVC W
--.-.__-___._. i
i - -- - ---- -- -- - ( SEWER @ 0.5 0%
50L 12 CASED BORE , :MAINTAIN 1:8 ! 1 . MAINTAIN A MINIMUM COVED OF 36 OVER WATER i ! Z z
-10 �__:__ ._.�-_�,-.. ._-._� -, ; _._ _.._ _:_.-�S•E-P-A•RAT-IBIS -r- -----------___ :___ ., __ ' _� � 8.SEWE�rFOFtCEMA�iN_LtNES-OR,-,USE_-_QUCT_I_i.� IRON. r --10 � : _ r �, Q -
1 : 10
E U ST T RLI CROSSINGS SHALL > J �1 :OR SE -DIP
j ; BECLASS M50AdUC.7ILE:IRO & REMAIN DUCTILE IRON: fl W;
................ .._..__... .... _....,_.
2
i f .!. UiT I L PIPE I�ETIINS TLI 3 E L)F 1OYEff. - i E-4 07
-------- _ _.._...-.... - ---- ----------E - ....... .....:. i ._. - - I -
-15 E ..__. --- -15 ! I
-15 �D 0 z
xd�
0 0 0 0 0 o a o 0 0 0 00 H
0 0 0 0 0 0 o a Q 0 0 0� 0 o CC) OQ
0 0 0 0 0 0 0 0 0 a 0 0 CD ri o x
+ + + + + + + + + + o ± + + + + <41 >k�l
1
o r N K7 Cf' LCT tS) �' Lp � O
STATION STATION 0
STATION
SOUND POINTE DRIVE TURTLE POINTE DRIVE MH#1 TO EQ TANK W U-
PROJECT #: PM1632-1 z
DESIGN FILE #: 1632/1632-1/PM1632-1-BARBLAND.dgn `/'
TOTAL POUNDS
NORMAL DEAD 90° 45• 22 1/2° 11 1/4,
PIPE DIA END BEND BEND BEND BEND
4"
2.700
3,800
2,100
1,100
530
6"
5,500
8,000
4,300
2,200
1,100
S"
9,700
13,600
T,400
3.600
1.900
10"
14,500
20,500
11.100
5,700
2,800
12"
20,500
29,000
15.TOD
8,000
4.000
14'
27.600
39,000
21.100
11.000
5,400
16"
35.TOO
50.400
27,300
14,000
7,000
18"
44,800
63.400
34,400
17.500
8,800
20"
55,000
77,800
42,100
21,500
10.800
24"
78,500
111.000
60,000
31,600
15.400
30"
120.800
ITO.500
98,300
4T.100
23,600
36"
172.800
274,400
132.300
67.500
33,900
42"
233.300
330.000
178,600
91.000
45,TO0
48"
304.000
430.000
232.700
118.600
59.800
54"
384.100
543.200
294, 000
149,000
75,300
o
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