10-07 Revised Oversized Plans

CURVE DATA NOTES:
LENGTH 290.14' 1, A LANDSCAPE BUFFER SHALL BE APPLIED TO REAR OF LOTS 16-18 TO PROHIBIT
S fj CH -BEARING 534*2138"E 2. A 201 FIRE ACCESS EASEMENT SHALL BE MAINTAINED BETWEEN
1 4 _4 , - I I �l LOTS 1 7 AND 1 8.
:7 RADIUS 200-00' VEHICULAR ACCESS TO NCSR 1335. 0
t, A 1 S L 4, 11D E ii N
CH -LENGTH 265-36' 3. TWO 15' WATER ACCESS EASEMENTS SHALL BE MAINTAINED BETWEEN
LENGTH 162-18 1 LOTS, 4 AND 5 AS WELL AS LOTS 11 AND 12.
RADIUS 50-00' 4. NUMBER OF LOTS WITH MINIMUM 10,000SF AREA = 11
CH - BEARING S87*5344 E 5. NUM ER OF LOTS WITH MINIMUM 15,000SF AREA = 14
CH-LENG 61-74' G. WATER TO BE PROVIDED BY HARKERS ISLAND WATER & SEWER.
C)
7 - SEWER TO BE PROVIDED BY PRIVATE ON -SITE TREATMENT PLANT.
EIP7 S 82045'00//C LENGTH' 112-78' 8. ALL TREES SHOWN ON PLAT ARE EXISTING.
40, C)c)
RADIUS 150. oo, 9. ELECTRIC TO BE PROVIDED BY HARKERS ISLAND ELECTRIC MEMBERSHIP CORP.
;ALL ELECTRIC TO BE UNDERGROUND WITHIN PROJECT.
CH BEARING N58��l,' 19"F c) BROWNS ISLAND
10x70 I E PROVIDED IMMEDIATELY OUTSIDE HARKERS
/ `-, lo./ A 10' UTILITY EASEMENT TO BE z
CH, -LENGTH 110-15 PRIVATE RIGHT OF WAY. <
ISLAND
SITE TRIANGLE LJ A!
SITE TRIANGLE s
Aj COASTAL MARSH AND NORMAL HIGH WATER LINE FLAGGED BY TERE BARRETT WITH
10'x 101 SIGN EASEMENT
6' - AN[) RiE�"'11,11-
S/� 11 \ i- , s
THE DIVISION OF COASTAL MANAGEMENT.
0
loo.
cl
7-" N♦ F, rKLRS ISLANL
to ri
FIRE AND RL.-
BAVIEW DR
AC,,"S
,35
A
Ln, 0 i -
Lo b 0
oSITE
C) 20'F IRE ACCESS GRADED
ONSITE /z
N
'':z BACK
WA S FOR HEAVY VEHLICULAR ACCESS
r- 7 4.
s
0 /E S
A4 /V 41JA4.4 S .00, EMERGENCY VEH,,ICL
L URFA CE WA 7�ER D 00VD
GRA D I /V "Rip I Ispo THRU TRAFFLC TO SR1 335)
s
AREA A AREA
s
1-INDIE'VE-1 IF`- IVD RR I CA
0 GRou
55
Ac /vo 0 $
-rt" VICINITY MAP
ct>
PC- S TA tt�� 2,q R841VCE
- AEC
51
7
SITE DATA:
­ARFJL_` N L I C E
7- 'r 7 A,-
o
P;­ N O TRACT AREA = 596,777-47 SF (13.70 AC)
ZONE UNZONED
18) Y_ EXISTING LAND USE =VACANT
70 AL
LOWABLE UNITS 3 UNITS/ACRE 41 .1 UNITS
cr) i un
01 "N 'o;R N
CC' L 1
iko PROPOSED NUMBER OF LOTS = 25
Z y-
AVERAGE LOT AREA = 16,444.78 SF
E N! A SMALLEST LOT AREA 10,271-66 SF
9 1,2
CAMA LAND USE PLAN CLASSIFICATION = LIMITED TRANSITION/CONSERVATION
9
v MBL"T YP
FLOOD ZONES = AE EL6. AE EL7 & VE EL8
0
TAKEN FROM NC FIRM PANEL 7335, MAP NUMBER 3720733500J
f
5' - 17 111 i "? ­ - `, I OFFSET DATED JULY 16. 2003.
x�J` ,� (lb 1 0 k5\
61 \,CUL-DE-SAC DETAIL
NOT TO SCALE MINIMUM BUILDING SETBACKS*
SCA
I L _P
wulVD CA FRONT OR RIGHT OF WAY 20'
SIDE 10'
tt TE�
RE
4 AR 30'
FOR CURRENT SETBACKS SET FORTH IN CARTERET
01 1 R SA
tjl\
4- COUNTY SUBDIVISION ORDINANCE
- ---------
44
Z, 7 R 50.0
LINEAR FEET OF STREETS
SOUND POINTE DR 1,109-30 LF
"g, ! - %
R35.0
U) TURTLE POINTE DR 144-61 LF
-vi
10D
4
N,/" LOT AREAS
MOL T r
s
400
0 o.-)
'N,
�s♦
1, 4,
(D4 1�L RE S 1 D E_ N -1 TAI
m
E I
LD
4P
CC)
0 \ -1 J\ 35.00
R 50.0 b
ul
2 VIE
QQ
% 5"
j
L IL I S
Ali
S DIE N 1 Al, 1-
0
vk R' CUL-D C DETAIL
�4C 0�.
SCALE: NOT TOALE
'5�
I w
60
7,
0 0
_Al
LEGEND Al C-0 A ST A L co
\WETLANDS, -
A C ACRES
AEC AREA ENVIRONMENTAL CONCERN
uj
CH CHORD 15' WATER- 0
4 VD- 0D N,/F
CL CENTERLINE ACCESS EASEMENT -z
EX EXISTING
C_­
N
FE FINISHED ELEVATION
16,14
4,
INV INVERT
LF LINEAR FEET
w
_N1 L/
MBL MIINIMUM BUILDING LINE T 1 A i
SAV LOCATIONS NOT DELINIATED-// /V RES I DE
MH MANHOLE 6 44"J
(GRAPHICAL REPRESENTATION FOR NOTIFICATION
N/F NOW OR FORMERLY
NHW NORMAL HIGH WATER ONLY, SAV'S EXIST WITHIN THE BOUNDS 76
N F'
OF THE PROPERTY 71 % VA\
R RADIUS 1. 1
0� 91v
�;4 4�
RCP REINFORCED CONCRETE PIPE /*
LOT NUMBER
WETLANDS (SF)
UPLANDS (SF)
TOTAL (SF)
1
4566-04
16263.34
20829-38
2
2132.58
11736.13
13868.71
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
-
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
16006-12
16006-42
20
0.00
16026-14
16026-14
21
0.00
10312.50
10312.50
22
0.00
10312.50
10312.50
� 23
0.00
10312-50
10312.50
24
0.00
10271-66
10271.66
1
0.00
12778.57
12778.57
m/ vv m1util OF vyAl L i�L­ i
SF SQUARE FEET Oc
j 'DE! TS&V TAPPING SLEEVE & VALVE ui 4 L Rl�
0-
TWSP TOWNSHIP i < ry
/ n;\R- D N; A Ke
TYP TYPICAL s
iz
70' 1
404 WETLAND
'33, Ilk TIE LINE FROM CENTERLINE DEC 2
COASTAL MARSH 01IDTH L
SIGHT TRIANGLE
R3oF INTERSECTION OF
"A-0
N', F
4f E) ()'VISION OF
FT7� _j 4t
ISLAND ROAD, NCSR 1335
T U R N E i \
SUBMERGED AQUATIC VEGETATION (SAV) An '1�' A M A 6mn yr_,nMAmc nOTWE' MrQ0 IA"3A d (nA
1 - ��, -l", 11 P COASTAL MANAGEMENT
111 Ile
4
8 3
%
TOP .lt ... <' - %, , S T
(;UASTVL 'Wl��TtANDS E 115'
EOP S, RIE IDENTIAI/
------------------- .................... 15' WATE
EXISTING ROAD
EOP ACCESS EAS ENT Pv
REVISIONS:
DRIVEWAY/ INTERSECTION DETAIL No. BY DATE DESCRIPTION
\I `F I GYT 9129106 ROAD X-SECTION D,
SCALE: NOT TO SCALE
8"DIP DRIVEWAY CULVERT
1200 ISLAND ROAD R GYr 10131106 ROAD X-SECTION
/-
50'R/W HARKERS ISLAND, NC 28531
AT EACH LOT, TYPICAL
N'_
RES,
PIN-# 7335.19-61-2926
CL -i�­ 41� IRS
9 DBI136 PG375
10'EASEMENT gi 6 10, 10, 61 ol 10'EASEMENT 4-\
.5A SITE PLAN
9
MINIMUM ROAD EL4.5
J"
1/4"/FT 114"/FT
4 "CONCRETE --/ i=! I
DRIVE
\-- 6"CABC
111
L 0'.92'STORAGE
DEPTH
NOTE: DRIVEWAYS, LOTS 5-23 TO
BE CONSTRUCTED WITH
A 8"DIP DRIVEWAY
EXCAVATE ADDITIONAL 2' BELOW
CULVERT AT THE RIGHT OF WAY
LINE (15' FROM EDGE OF
EXISTING
PROPOSED SWALE INVERT. 5'EACH
PAVEMENT) WITH THE INVERT AT
16.5" BELOW THE EXISTING EDGE OF
SIDE CENTERLINE OF PROPOSED
PAVEMENT AT PROPOSED CULVERT
LOCATION
SWALE AND BACKFILL WITH COARSE SAND
STREET CROSS-SECTION
(TYP-)
I -
SCALE: To NOT SCALE
II
SHEET #1 OF 4
PROJECT #: PM1632_1
8"DIP DRIVEWAY CULVERT TO BE INSTALLED ONLY AT LOTS 5-23,
REMAINING DRIVES TO INSTALL 15 RCP CULVERT PLACED IN
BOTTOM OF DITCH
DESIGN FILE #: 1632/1632-Ii/PM1632-1-BARBLAND.,dgn
m

Z
O
x
PERDSEEDINGISC�EDULERTFAiIS SHEET
�. , 1\\` �` FRAME AND SOL ] D L IO PER SEED PER SEEDING
s� aP , sGHEDULE SEEDING SCEIEDULE
�­�`/�-
5�0� \ ,"\\\\` \`\\ \ SILT FENCE AROUND CONSTRUCT PER NCDDT STANDARDS
o X \ ` s`SF(4K\`I�ILi~4 \ ~` `\ STOCK PILED MATERIAL LINE SLOPES Wf
7;'1 SIP `, \ `\ `\,~ ` hCDOT STANDARD 840 2 EXCELSIOR BLANKET SEEQ SED PREPARkSION
l
\ 1 l ~ - titi C\ ', > \ .; } 1. r -! d 'tt (, 1': $ a
\ , , \ \ \ ti . \ \ tti \ \• \\ \\ \ - -€..t: t f3PE VAR {7 ARIE L III ---------------
'`' _\::n VI t`E :.� 11 _ \\`1 ( \,\)\ 11, ::4\ ,� 1.,,i;-. \ `,�" \1\t y..:�I l L.1.€ " -u... �"-►� 1 IE 1 E �'ia:j:r,
rL„ ,. , J„r ..__ ll`,a i .1 ,' .::, , 5' BOTTOM SL.O , I::.�t�,,,.,-:..."'�" 10-10-20 -------------------------
S TON fAC
S
.. ..``,,�'.� 1 , 000 LBS. /AC
'J �, i t \; I i `�.+',' `' �'`+` ^-•.:�:,$Lfl?E 5. r Si OPE ? ;' , "" \\ \- 0-20-0---------------___ -------------- 500 LBS. /AC (AFTER SEEDING}
f \ , •.,,; . , ' ? 1 0 MIN „ ;,,. �: , ;\ i ----- 200 GAL. /TON OF MULCH FILTER FABR I
NGDOT 1056
SCALE: NOT TO SCALE s t t ! % j ,, \ \\ = `\ ;�\\\ ,`\\ v , ,' = SEEEiING klIXTURE TYPE 3, CLAS
c� `�, �1 ! ! SEE PLAN FOR RCP \. , v v t\ �, I_�.",.. 1- , r-,/ A, -, \ i, \t , i.".L,,.;.,,;. �,, - , , /, _. I, " l"-l; , . ,-iI_ ..�4 11,, ,-�,
',,vw , A ��1 �' v ) .
! PIPE DIAMETERS (FEBRtlARY i -APRIL 3E?i
0t , , ; 4AL k ` t- = � , v`v r� �'v v \ \� `'`
m ,, i\\\.. \� `
_ ;,\. I, .\ PENSACOLA BAHIAGRASS---------10 LBS./AC _ �- �,P J �\t\tom I_.PIt_ I <''-;fiY f`={iiJQL y ya yam:. KDREAN DR KOBE LESPEDEZA (SCARIFIEi}}---50 LBS.IAC 1 EXTEND EX[.__ !' r\r
TO PROPOSED 4x4 PRECAST .r}-4.�� '---------------__�_ _ ('� �/EUETATED SWALE SEAT I QN (MY j-Ai,GUST 31l
TALL FESCUE--------------------- 50 LBS. !AC
SCALE: NOT TO SCALE ,' KDREAN OR KOBE LESPEDEZA(SCARIFIED}----50 LBS./AC
I �� �// , ,, �'„a.` _-_____,_ � SCALE: NOT TO SCALE BROWNTOP MILLET-------------- 25 LBS. /AC
______ I/ , �`".;, -e_ j, ^ -.-__--..,.___... � /` (SEPTEMBER 1 - JAi�UARY 3i )
-, t^it -.,-- -FLQW ! c�1 __.___ -- -- -_ TALL FESCUE---------------------- 60 LBS.IAC
I) M,,_;-.�_ I- _II-1,1, -li_,Ii5II , _-.0I
- 2- 6,-I II -II:�i­ \_ INo_- ,
.I_I �4"­1i e',\_,_, W)_-,-
- ___ -(-I ,-
IN
rr - - ` 1 .,ti a ��}'�'� _- _.._ i. . �__ '
I V1
-__ KDREAN OR KOBE LESPEDEZA (UNSCARIFIED}--- b0 LBS./AC
24 FLARED a� - e ® --- R E GRAIN ---------------------- 25 LBS./AC
END SECTION -,\� 0x �N, •� - �_ GEA LE
r
IRR
h 1-: p_ , _ •7+.: - '_'\ _ STEEPER DD 30 LSS.lAC SERI SPEDEZA
i[.{r c _ i r lZ� etc �. _ M1l" A
.
- \
�'� FOR St naF� 2.1 OR
`1 � , i' i h +.. , � . -_ - . - (JANUARY i -MARCH 31 } -----
> ? \.P, la' ��. - � C s �[ ' ' \ 5S (UNHULLED) 20LBS. LBS. /AC
COMMON BERMUDAGRA-
+ :­ .. - { } j \ ' `" ` 1 I- � . L; - '\.• (�6PFYIL i - JtILY 3
+v \ \ L' L i
n ram-Q'` _ COMMON BERMUDAGRASS (HULLED)--------12 LBS./AC
w: 4 F 1 8 RCP \ ,�....-o r .,�
Q T DROP INLET LAND D TU E '� 17 -1 ���t-1 - '__\`\ i R(�ERS _`� ,NI
Q µ. L IMITS. A -FiQX. C am, ;` t, fT °J, '� - I;;F ND RE`�C.I.IE %f j
s S O E CONSTRUCTION `%_ �` __ ` `•4�/IQ �.� (''� r
z _, _
�� I`
7
\ {? / t }
,;_ - '>
z` , f �i t O SI TE _ `,�'� ,.. ®®"I ' TEI �i tP -- \ - \ \ 20` F I RE ACCESS ,EASEMENT GRADED �.
I .i.L i i � EMPORARY SE `IMENT #2 �N�,1f(/ $U �s � q '1,�,� `�• 4 ,a'1 '� . ��- . FOR HEAVY VEH CU AR ACCESS c..�
r
c> SAL RAC TAP �,. �ry v
( p `, _ .EMERGENCY VE .IDLES -
> _ r. . 2 SPOIL PILE FOR FILLIN RAP G1' DRjp :©I Sp \
(1t\€�\ r, C.1r ?r,,: . 0 CE DRAINAGE AREA IS STABILI r1V(, :ERR SAS `�„ \ 4 '$1 _ N� THRU TRAEFI, TO SR1335 )
D D .
a E.; r_ J. - 6. R ,% t I G 5 -`-. - y 0 --� ;- .�.:. r
F 8: GTH= 25 2$ A _ D. C A7 �E '�
r SS C1U p ~ \. ,- ,, ," TEMPORARY SEEIMENT TRAP #1 .I_ S7(J ,
W/SPOIL PILE FOR FILLING IN TRAP i \.- ___ R11
$C \ -"` - `�
ONCE DRAINAGE AREA I S STABILIZED AL E ;a�` qE,G \` \ \I
LENGTH= 15' t µi, .,` 57- _ - - _,,_` _�
WIDTH= 10Y . 1 v, 0 ;, „�, t't \s
DEPTH= 3 \ \\ , n =t ~ \! -.� "..-;� 0. 1 3-- ,;.."`
I,I -1 --I1.\1 , _\ I I 1,'I\-,_, �1 I .I - � I1\ 1_11 D,�,__'J
y� � :``ti ; ARY -,- .II
,. D �. I' ENT TRAP '#7 r'' ' _ c r t,C; i 1
SWALE @ 1 .64% f `� \ \ ` � ~ �� `"'�� � - 0 I E F FTLLINb P '~F t `I \ +5..5 \11 F;€_.S �
r \ \ �.. � I N TRA -- -' r - \ ) \ \ I.... ,"
„t I ILIZ \ \
SWALE 1 \ R+ RARY€} S TEMPORARY `, OENGTH=A25AGi A A S AB ED \ \ \
/
\\
Q10= 1 1 , 16CFS '.. -- = ', `\� �_ _:- _ STOGKP IL REA ~' WIDTH= 20` c '' \
Fi} f <;tia' Y IL Fy .E. F:OR FILLING ; \ _, 1. ,'`1 `\\ �` '`
V= 3.19FT/S t- \ t t \ DtTAILATH D--PTH= 3` \
I \ ',� 'ri ' F DRA AGE ,A { S STABILI 1 S i V \ F,, , +� �` i
L `,1� TH- 5 \ ( ` \_\ ; ` F\ \J - \ O ' \, ,... R�
t-
TEMPORARY SEDIMENT TRAP #3 ,; W F H= 5 7 ; , \ \' .2 \ \
r
`fj� [} I - -.. \ _ \\ Y.. ! C a
WJSPOIL PILE FOR FILLING IN TRA k. TH- ''' -. Q, �` \ `, r� "­',�-i_ \) .._ ,`, ;,�\. 'Y
%
ONCE DRA T NAGE REA IS STAB I L I ZE ,r-, ,\ \ 75 \ \ ,,A, \ r. tII
LENGTH- 35 0. - .. \ - \ �' \ ;:\ \. � R:, ;, � - , ' - ., 4. • •
i-i':.;,:r: .-' \ r r j - . --. _ ice, \... ,\ \ •\
a
WIDTH- 25 \., t. G\' \, \♦
r i t i _, \ \ \c. \ . arc\
_ (1-=� I i ARY ST QIM 'T TR #6
, P ---
.., .., \_.�: \ t , , , _ : ��� , � R. I N TRAP _ ,
,,
N
+,....., ,-.... ;f, ,,; � ;✓-- _, - t t �N7�CGEFAR�A STAB L i ,
u w \ \ -- I r Z FE 2 `\ \
:.
r; � T I
W S ,L
ti._ { , ? ! D ISTURBANCE TYPICAL LOT L
L.
,.. 0 R E
;. _ }. - _ t
- , „iI_._ n-.
! 1, F
,
4 8
~ 5
� �, L�N D UT
-- v - SCALE NOT TO SCALE
S 10 �, LIMITS APPROX 12 A'C
u ;: ,. - --� 1 �, -
i -
i�
i - t 3i ;,�.� v EC.DITGH ON LOT�'`16 MAY
_;
,rt [__I_i= '`i t ,i` i - y� � v'v � �'' ,;/ - _ _s NqT BE FILLED` IN. INSTALL
,. _
\_
_
I
, --,- --� �r 1 -; , y� I v 1 - y 8"C T- AT DRIVEWAY �, R
if w \ i(F�4 . -- t - v
.\ � __\ 1 LILVE ♦
�, f F i~ !f-._1. \ r t y w \ \ iVAII CRUSSIN{`s \♦
�:ti
10' MAX. WITH WIRE
6` MAX WITHOUT WIRE
SILT FENCE DETAIL
SCALE: NOT TO SCALE
NOTES:
1. USE WIR£ A MINIMUM OF 32" IN WIDTH. AND A MINIMUM OF
6 LINE WIRES WITH 12" STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRES.
3. PROVIDE 5` STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE.
OR USE 6` WOOD POST WITH 3" DIAMETER.
CRUSH 8,
(6" CABI
I
r T
n
STON C C©NSlRU CTION ENTRAN4E
SCALE: NOT TO SCALE
\L"��. `' r/r. R` fi , ; f' .- - ` .I_ Q ~L -?4 _ ,\, \, \. -' - ♦ ORMWATER DATA
,I ., - 4 ,' \ ,' i �\ ti` SS A` ' Da-24. � � \ '�}
N ;. 1 -moo. \\\� L \ q =
1_ p.-I - ;I If - ,QIs� -t --,
1_� _ 1) REA WITHIN 57 EC 576,013,
t , i , ,' i r ` - ... _-. '- t '~~ 1 1 _._ .�� _ .'•`,` .._-�, - t ' , 2 2 S F
1,1
ZO AF : , j , I1' ,; f , ---_ r �, +� \ \ \ ALLOWABLE _
N E , , 1 _�y�I , . _ ;, �' 7 ; 25%A I MPERV I OUS 144 , 003.30 SF
F ��99 .+Cpi i, ' , i,. . > _, b-� _ _ r x - ._ WALE 3, IRS\ \
^I ♦ t F `l t _T.. Stu 4, - - F a.. ' /r . � - 't . , <*-�t �, ..-�. ,. � �t', 'v 4 , `)
F . __ -%.ter off, 10- '7 t�
d i - L \
I \�' ,` {. € \ �: V- 1-23FT/S SED BUILT UPON AREA
. .,. dAY -IG c� p �\
11
�' fit` _ .° \
w
,
Nv 3
;� �y STREETS 29,923 SF
`` �-�
w
to _
rt ;1 r^ _ fil.'::.^.. FES.E6 -'"`'! 2/ - -, ,; Q� \ NOTE: ALL DRIVEWAYS TO BE CONSTFUCTED WITH A 8 DIP DRIVEWAY LOT BUA - tSEE CHART E3ELOW) 109,OOC7 SF
i I j .. i 1. ` I i rt , -.�. ) `{ -�.� '- l.j'.i ` '..^rr' , i ..:. i:4.,�. L �.0", ! �..J.. "c1 _�, '--'�--"._�- . / 4 \ CULVERT AT THE RIGHT OF WAY LIN ' MISCE AN =
�!! , ) ti a -. r F �� E (15 FROM EDGE OF EXISTING LL EOUS 5,077 SF
LAND DISTURBANCE _„ , :), `_, .'-; 1 �• \ „ rr =
" t XFE , 45 �, \ PAVEMENT) WI Tn TriE PIPE INVERT bT 16.5 BELOW THE EXISTING TOTAL 144 , 000 SF
',_. /",. v,I-1-!_ � t"I " i ,-t:', iz-_�7,I ,,.l-_,j iI n,1, -k1(,':,, y , .e%I,,0,1
LIMITS APPROX 12 AC - -_ - 4 ,; j ': �.. y ;` ` - -- - °= 0 �P
- 'iP , . � , t, . _r,- ,"t ,.'! i t ', �-; V. - © \ EDGE OF PAVEMENT AT PROPOSED CULVERT LOCATION
r Z o i n =r, i \ a x u� r�,
- \
v i
'`
Ii i
i
CJJ -
:
+
k \ t
t
1
�(
�' A= 5
t +
,
...�. -o J i P € , ` ~`' \ \ �% 2 i 1 �... _.,Ur \ * 8 DI DRIVEW
7a4._ ! t - I ( -L �.. w \ . \ CULVERT TO BE INSTALLED ONLY AT LOTS 5-23.
` ! T
\r \ �; "� \. I \ REMAIN G DR I VES TO INSTALL 15 " RCP CULVERT P
E I a� `,� v j ;v - � �-, , � 'v v v LACED IN
_( i =t ;�' - ut _ ` \, t -`.� € it \� i5 r f , '' \ \\ i ky :y ; BOTTOM D i TCH
,.
N I r =-2 \ ) '.�
�/YAeF
�.F'..\��>F,y .3.1. \_,' t j '� _ •. `1` a..,,c 1( j j '\ :jr "� .!, ` �\ +\\
Y �'' .. ,iY .^4`, ,. ti .�--� }. - a j� ._' t �. i ). i'' r eI
t r + �. j ' `\ i ,J,: _ j �i • , ` 0L'\
C . \ N�Y. \ F L.• J J, I �/• r F E 5. 0 V i \ L Lt' i ` -0� t i j ,} i \
, 1 �1 1 v _ \ \
-}
` ` , , V: ,:- t `.. \ ` +aw. i a i T � . `'3 ��'4._., .> ` '1 i ? !��_ 3 , i f - - \ t.. `• .} I \ s. \ \ \
LEGEND _.E
• O \\ k :4 1 ', `f` �. f, -: d Ttit 1. �.°knit j it ..a+.I- �t f . �t l.: i \\ i`v.. +3! t. 1 `' \: ` _ \ - \
AC ACRES - -
i
A AREA ENV R MENTAL CONCERN f ! \ \t
EC I ON -
8 C►% w \ \
., :, .. .lx t 7 X \ V \
CH CHORD ' ,.- t, _ ,, 3' _v_ _ I� �r� , \ t
.~y
((, .
-�.. I- .. ,..i . -._. _- "' .: _�' %', .D 4 ,. ' ,F_ \ 1 ' En 1 �•'3r , f Q , •. t l • I
CL CENTERLINE �,. _;; '+. -, ,. T >. ,,. ti^ ... o E..
-,z, y....f ,t?+TLANt j Ec. y 5 1 E, \\ F: , \ \ `, \ x
f3F .� __ -' ,, ` ;\ _`ti a %jLNT _ A(_ +
+ 4 .. �, ` \
FE FINISHED ELEVATION �%,:\ v_` o� \
INV INVERT `t : 1 i \ , ".: ,1 r�qj�•
k� (I',I
-.I9I\v II1I.
'�- _�.,,_ .Jr .Ji ". 41 `\ �I �. ' a. � .; ,. I �r��. \ \,- \�� �- t Y w � is� t - , y.-. �,. t'r?L- y Q - '`�". `\ \ LF LINEAR FEE _- • Q . o t _ _ �, •` ? t ` mow:"Y ` . \�
MBL Mi INIMUM BUILdING LINE -: C2 e\� ,= ' ll. \ Y, 7 �" � \ \0 \. \ \ F
00
MH MANHOLE �� � ��``. � \ --,, C,OASTAL u ,r \\ _ \ \ ,
NfF NOW DR FORMERLY /- 4 -WET'LANDS ? 1 � � \ m \ \D \ .99.
NHW NORMAL HIGH WATER .19 , - . ` =`
R RADIUS �t `. \` ,f ... f _ n-`. _ `\ `' -`\ 1
RCP REINFORCED CONCRETE PIPE 4✓ G `� '` t t 4 a a s, = v tv L
RfW RIGHT OF WAY S4 �:\ ���;��*:%'' `""`�� Q '`` 1 i\ \\ \ ' .��:t ~.• O \ _ '/ \c
SF SQUARE FEET /I!O ..�, �•. SWALE ,�.. - \. `' I t, \\ %I
TS&V TAPPING SLEEVE VALVE BFhr \. ".-... 'I. -,..._ ` .�,�<. `C% j _ , p' C' _ - %. \\ ,> ,J: i _ \f 4 L l r
NLI
TWSP TOWNSHIP , ., _- - - ;-_ `\ �'� --_ w ® j, 2 L , 1 ., \
TYP TYPICAL ir, . w . ti,. w.. `7,'{�. , - - - - 7 't a. t m1E 'ti _ �F
�1 4 T >
L l
5,41I-1.-, 4�,-11 ,1-_,-I, --" I) ," I 1II"',, 4_'I'a,-..,I\." !,,_f',�1":1_-,AI E-�, ',,, "I,,,, ,., -;".ii:t­-1 IIi I�,- .'4;:-;I I
{-/ ;.. , ,
7" \ . �„ '� \ t 1 y' \
404 WETLAND �;a. '.,� .v .4 i - - i ,,1� �! -- (� j - y. L, �. `,
i .
T�
r \
COASTAL MARSH % v v- .,�' �' 1' l 1 ' ' . '
SAV LOCATIONS NOT DEL INIATED r f�/ ,. �LAY2I;HT 7
SUBMERGEd AQUATIC VEGETATION (SAV) .N /� &30 I `— -1 - � t f \ � 1, -
t
{GRAPHICAL REPRESENTATION FDR NOTIFICATION `k �; p x f `1V. ,, , � r,t
F. t <:, _ \
ExisTING cDNTr�UR ONLY, SAWS EXIST WITHIN THE BOUNDS �`� ��' 76,, �-. A. ``off 1 k lA,\'\'� ` Y. ,
-- NORMAL HIGH WATER } r .t` t\\; `` °N� t., r\\�` "°. `� (-
_._ EXISTING SPOT SHOT OF THE PROPERTY ,(� <Q6 j ., ,, e 'e r ♦ ,F; .z ! `
`r . ..
TEMPORARY SEDIMENT TRAP #5 `�` \ ® ( ' 1,1.2i+ j'''t"�� l�V 3
/�//
WfSPOIL PILE FOR FILLING IN TR S \\ \ ��� '�`�.. tiI :. S' I u ' z ` II'i t "i�I►°{
CQNSTRUCT I ON SEQUENCE �%*,% ONCE DRAINAGE AREA I S STABILIZED � p f` ',!`% .� J _I - -\ E v " iI y` 1., ,",--EX. BOARD � AQ K `./ '
1, CLEAR AND GRUB SITE. k/ LENGTH= 20 \ ; .-..4, + I i ,.ry s /11/
2, INSTALL STONE CONSTRUCTION ENTRANCE. WIDTH= 20` \ �- t "'
$ ,2 \
DEPTH- 3' - �' \,F ''; E Tc' 0
3. INSTALL SILT FENCING AS SHOWN ON PLANS. WITHIN AREAS - ` ` ` 1,, •n1 _ }.;u I 0 .3'' ,"'
LOT NUMBER
BUA (SF)
1
4200
2
420D
3
4200
4
4200
5
4200
6
4200
7
4200
8
4200
9
L 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 1
4200
aF eDNSTRUGT ION- ,� _ �, \ �1 .n ® - ''� : TIE LINE FROM CENTERLINE
4, CONSTRUCT DRAINAGE SWALES AND TEMPORARY SEDIMENT TRAPS WHERE ww_` _4 y;i's .tr.� C7 `€ `rtiyN,C`. �'+h +`+, ~ =, 4fl4 ' INTERSECTION OF
SPECIFIED. STOCKPILE MATERIAL AS SHOWN ON PLANS AND SEED IMMEDIATELY w v. w'. ':v\ �, �`L, ; I'€ '` ISLAND ROAD NCSR 1335
INSTALL EXCELSIOR EROSION CONTROL BLANKET WITHIN ALL SWALES. SEED SILT FENCE, SEE _ w w,' �~��` '' -"? �t4-� AMA ��T� N i ' t,i';, 1L !� I r
DETAIL THIS SHEET ' $ 1 �1_ AND YEO VE, N
CONSTRUCTED DRAINAGE SWALES WITHIN 21 CALENDAR DAYS OF LANQ DISTURBANCE. y� `' ,ti♦OASTQ�L,�VdE.TLANaSI s EII' 424 CSR 1
5. ROUGH GRADE ROAD AND ROAD SIDE DITCHES. - � 1 \ .� A ;� A-
0 ISLAND RO D
6. INSTALL UTILITIES. \II \!--�i it0�_ /1 f-
GaNrINUE RIP RAP �`' �� 15 WATE ". �• ; �,,, ., - x HARKERS ISLAND, NC 28531
sEo-lrEl. UP SIDES of SPILLWAY O ACCESS EAS ENT `" , L' ,.� - PIN# 7335. 1 9. 61 . 2926
.-I ,­''-:­,b-� -�
', , I\:I-i'
7, FINE GRADE STREET AREA AND SEED AREA TO REMAIN OUTSIDE 2 ,I;TRAP,SPOIL ` GRAVEL � '/fit . �. z, 1,. \
DB1136 PG375
OF PAVED AREA. I1 PT>E FACE '' N'4y ', �` 11.
$. PAVE S T REE I . �(c '�! '_ 1-_:' = TOP OF SWALE -- )p , 1 �\ -`,''.ap` _1-1
9. PERFORM FINAL SEEDING AND MULCHING, FILL-IN TEMPORARY SEDIMENT TRAPS FLOW LINE- T0p ELEVATION OF STORMWATER `h//`'\ '( gQ '� GRADING, STORMWA,TER AND
WITH STOCKPILED MATERIAL WITHIN DRAINAGE AREA ONCE CONSTRUCTION i'•- CLASS B RIP RAP ,�----__,- - \�. ,f; '"-�.\ ri
WITHIN SAID DRAINAGE AREA HAS BEEN DEVELOPED AND STABILIZED. I 1 f if P(1 ! ;- FLOOD STORAGE 1 ' \, y -=y" - _�R \`~4� v , ` ` i t 1.i
NOTES' I (i ! c?, SEDIMENT STORAGE SEE .� �� r. .r. .t.. vim' ..I-' .r :, \\ `_ ` �,-' nr' ,►�.
t ii' ,-- F' PLAN `1 t I t t_- v . a .r: t. v .r.. v .- ..t t �� , F _ �L` Z _� QV,� ! 1
- 1 ! I \, s I . c- .t; .v w * w IRS Q '
1 . GRADING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL 1 i` j ! j' TRAP LENGTH -- =`I' `� ' `- `�.. ' �' 4,\ r` , _
LAND DISTURBIN^v ACTIVITIES TO ENSURE COMPLIANCE WITH THE _ ?- Ij,-i',(llL -,,, \ /' X,,,
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. (LENGTH AND WIDTH DIMENSIONS GIVEN ON PLAN VIEW) y ,.,,, _- ` E. MARKERS ISLAND TWSP, CAI
THE CONTRACTOR SHALL OBTAIN A COPY OF THE PERMIT ISSUED BY " y' -�' P , r CLIENT' BARBOUR ` S IvAii
THE N.C. DIVISION OF LAND RESOURCES -LAND DUALITY SECTION ALONG \ ``-„=,�\ , � - CEO FRgNK I E P.
WITH WRITTEN NARRATIVE FROM THE OWNER OR ENGINEER AND BE - '
THOROUGHLY FAMILIAR WITH THE REQUIREMENTS. THE CONTRACTOR P�RARY QED I MENT TRAP DETAIL .
SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER RAIN EVENTS _ ^ ~.' - - --
AND REMOVE ACCUINULATED SEDIMENT, REGRADE AND RESEED
ERODED AREAS, MAINTAIN RIP RAP ENERGY DISSIPATORS. AND CLEAR
ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS ASSOCIATED
WITH THE PROJECT•
2. MAXIMUM EXTENT t-AND DISTURBANCE AREA LIMIT = 12.0 ACRES.
SHEET #2 OF 4
PRQJECT #: PM16I2-1
DESIGN FILE #: 1 632/1632-1 /PM1632-1-BARBLAND. dgn
SCALE: NOT TO SCALE
NOTES:
1. CONSTRUCT TRAPS WITH 2:1 SIDE SLOPES MINIMUM.
2. TRAPS ARE TO BE CLEANED WHEN 1/2 SEDIMENT STORAGE ZONE IS
FILLED. APPROXIMATELY EVERY MONTH.
3. LENGTH AND WIDTH Dih4ENSIONS SHOWN ON PLANS ARE AT
ELEVATION OF BOTTOM OF SEDIMENT TRAP.
4. TRAPS TO BE FILLED IN WHEN VEGETATION HAS BEEN ESTABLISHED
WITHIN SWALES.
I
\'
ti, 1,
_�:t
60 30 0 60 120
SCALE: 1"= 60`
O
D
t/)
ry
M
?r q)
"
D Z
�
9 14
GAO
m�
�
Z
REVISIONS:

'> ;' MOUND BACKFTLL OVER
o ;\\�. v \vV TRENCH TO ALLOW FDR
.f'�-'," , ,`,- ,_",,,'"'�,-"V"
2 PIECE ADJUSTABLE SETTLEMENT
s V X w y` �\ ; v ` BACKFTLL WITH SAND FROM �o
ALVE BO �., ,
�,:-;y:< :•:.•:.. ::.•.*::.,•:', TRENCH EXCAVATION, COMPACT `/\ ::;; .";.r \ UNCLASSIFIED BAGKFILL
TO 95% MODIFLED PROCTOR VA/ :A� 85% STANDARD PROCTOR z
n 2" BRASS COUPLING IF UNDER PAVEMENT DR WITHIN % f : '`r:r`'`'::::.•.. f< ">
Q HARKERS BROWNS ISLAND / q �\/ .f %\\ i � Ir \\ \Y m
z ISLAND m W/ PVC THREAQED PLUG \�\\/ \ \�' is FEET OF ANY PAVEMENT w %\/ :: ::: \ \ METALLIC TRACING TAPE z v
CAP ,' \:` \\., % to rn
\\� OR OTHER FO.,tvDATIONS o \ \ : 1 ABOVE ALL WATER MAINS. (D
KOUr % \, s, „ ,:�, . >; / / / /1� u:> F�17,
/ SELECT BA KF I
_, /, /,.,: / SLOPE WALLS TO ANGLE OF .:::-r'';:::::-::c'.;r G LL COMPACTED
BAV R ti ,'•\.'\\,: ` ' ` % `,'' \ \ \ \ L \ TO 987. STANDARQ PRO
/ l REPOSE OF SOIL OR PROVIDE w :_,:,: \ \ CTOR.
\ Q / : \
:\ \ : , : / /� / USE HAN A
,\._ rn - D OPER TED EQUIPMENT
V-c3c) 11.r �> 1�_�i- 1m ,-,�,�,Li-
2 PVG PIPE 2" BR SS `<. `\�\\j SHORING. \f/\/ /�% ONLY.
SITE 1, il. i r k L_ \ \\ i / / \
- x. II. I '
;;•;:: },
8AC _ \. < ✓'.,\ ! f TRENCH BOTTOM SHA K g \,. , \; \,. \Y LL CONSIST DF
0 \, \ \;\
,.,. / / f C FILL USING MATERIAL � \ :•
`'a' -- •:'` \ ` \.*:. \` / FROM TRENCH EXCAVATION /\\f FIRM. STABLE MATERIAL 8 SHALL
I A{;,' > \/ \ `,: \<\`;,' ' ` ,' � / / •: I....... ,/ PROVIDE UNIFORM SUPPORT THROUGHOUT
`\' , \ \ ,\ ; ,_ \\ ;I ` /,., : i`` ";, r \\f �, / /f RND COMPACT TO 90i. :�. (., "' ' \
---_,___, „- EX. FH \ =a \-11 1., \. MODIFIED PROCTOR. y f �` f f`� f LENGTH OF PIPE.
_ -' _E.4,6" W` -- __ _ ETE BLOCKING f\\\\/\j \.
- --- - _
CONCR \\ /\/
T AIN NO57 STONE BEDDING FROM f
b'� I\tgSE=A' .______- -� , .- _ _ _ 1- -"`- _ GATE VALVE MINIMUM DF 6" BELOW PIPE TO \f /\f/-f\/\
_ _ 'V'i W/ T5'�--..___._____+- -- - - -- TdP OF PIPE. /
FLOW
---;._ �. __` i ZEQ
______- ----I -
COUPLING m
'`_ PIPE DIA.+ 24" PIPE DIA. +16'
- TYPICAL PERMA�iENT BLEW tFF
T
.`` _ _ yak '` SCALE: NOT TO SCALE
z \` ___.� s SEWER`?--- PE TRENCHII
WATER PIPE TRENCH
- q
T SCALE: NOT TO SCALE SCALE: NOT TO SCALE
1Cz'/z )ct[/, a­//c,
"/II/,',- 11,I -I,z�I ,,/"\ - -1 ,1I ,- - '-'-\IP_\(-� ----- 1,,7I ,1\ ,-, 'Q ?J_
-,; ""'-(.. M-,%,�A11 I
`N ,", _�aM,d r -`­':` OUTSIDE OF PAVED AREA
- --,7_- ._/--_ k/(// __�,-!�-�%,\\--,F,.,, (,:�,� 1-, _q\
\ ', 1\_&- -I1 ,'RP_ -,IE'I-F1I, ---@z-A'_A-_ -i�, _II 1l I'D_`1"1 _ ---__F_�11!-_i _ ,_:-_­1_- ,-i IU--"_-
I" (
,D. ".,_,*- _.I _,-1,-
..�
Ijr -� �1' �_ A 7
LU
i r ... '�j�\+� Ii (�llj fl0 w..� ` �/\ `^'` ` \ _ -t _ r ,,- i 1 . r , ` .
F
© `j,C? W/ BRICK SUPPORTS
. _. -,v
1z -'.
F F
f `\ . ;' i / CREW
�­.!Y ,� J'�. �� RFN FINISH GRADE ONHPL�GS
'! , C t1 � ,
t '' / y�` '�-�- r' r _
r
�� 1 L \v\\ \ v� \ \v\\�v \ \ ,_, `�
���\\
J _ \ \ \ \ \�\ t \\`' \ \\ `\` \'`
V:'r' ' QN I `\, ` _ A_ v'� J 3 AVy VVvA vA`A:: v�V \ v\ V\ v
`� _ A V �\ \ v\� vAa vvvvA y A v
�E! A \. ``�_.� v� v!\\\����\\�\ v V ���� �� v�\
.
\ \ �\
i1 j j�S7 `O A A��\V v� v�AA\� AV Vwv �� ��v� v
tv t ^ _ N I MU�SU;gfi q G'q 7R `�, `' / \\ ,..,>� ,`` R
. v_ z '` ' GRAQIN QRI/� IQI S'�S �. ,� a" sGH..ac PVC
LEGEND ;-,r { PF Q 1 RPZ (IN ABOVE GROUND HOTBOX } AREA G qNQ - RIGA��L AREA `"\ f, E 1.07 MIN.
AC ACRES Q ;.'' - ___ FREEZELESS 2• S5 RUUND QN ,\ _, '�
SDR-3a IN
�1fARQ._I{YDRANT Zj ` f LINE WYE WITH 4"PVC CAP
AEG AREA ENVIRONMENTAL CONCERN _ AG Qlsfi RBAIVC ��_ ,� scH 40 STUB ouT
CH CHORD \ \,\ (`SEE QETA�L) -.. \ �c�' AEA `\� NOTE: IF LESS THAN 36" COVER
CL CENTERLINE `\ LIFT \` `�-_~------- - �.._,,,:, \ MAIN AND SERVICE PIPE SHALL
EX EXISTING t r 1I •1-+- \ Et; � , BE DUCTILE IRON PIPE
; A ti'`I:,,,v STATION .� `, A,`-'�--.� �v RCN �51R,.� �.t._
FE FINISHEQ ELEVATION \ ,;\\ \ �f \ "' :,`_: < C SEWER SERVICE DETAIL
FH FIRE HYDRANT /`_1 _ ,; \'\ ,\\\\~ � \ti` \: `\� \,-�.,!_`_ ;c i r.G I,AL scALE: NDT To SCALE
f' \ w NOTE:
INV INVERT ''- ` `\ \\\\ jii l� \\ti\` `\ f�- \\\ f �-'`.
LF LINEAR FEET ' :1, \; \
MBL iv1l I N I MU41 BUILDING LINE ``� \ \ \ ! i . INSTALL CDNCRE T E DONUTS AROUND
(. f \ ` \ \ �,t <� \ \ \ \ ` \ '� ALL CLEANOUTS.
�j ` \ L.\\ \ `\ \ 2. IF LESS THAN 36"COVER, MAIN 8.
MH MANHOLE -,, ` \ \ ` \` \\ \\ \� �\� \ \`- SERVICE PIPE SHALL BE DUCTILE
N/F NOW OR FORMERLY �" -': \. \ \' \\ \`\\ \ - \1` " \ IRON PIPE.
NHW NORMAL HIGH WATER ' - (--I-
`." 1 \ `\ `i1
EWE
MH 1 \ ti \ \ 'f��`y \ vh It 1
R RADIUS \."\ \ ' �"- v ''.� l'c 1,
RCP REINFORCED CONCRETE PIPE \
R/W RIGHT OF WAY'l \ .` SERVI \ \\ 2 "PBO - -- a \ •®,ti
SF SQUARE FEET
\ Y \ ASSEMBLY 't
\1 .
TS&V TAPPING SLEEVE 8 VALVE �. T P I C L \ \,'i \ _- \ \. ,\ \'\
TWSP TOWNSHIP ' :` 1 °\
W ER ,
TYP TYPICAL f SERVICE \ \- t,\l \. �\
-►-404 WETLAND TYPICA `, _ --- -
-
A f 1 E r MH 4 \,
COASTAL MARSH t %` \
-'-' (iI
,,: \ ,\
-- \ i
I!/ " 14��I \',I , Z, ,�,, "I','"ll @:,111 \ " ! il 0 "
\ _ \ \
SUBMERGED AQUATIC VEGETAT .ON, (SAV } ~"`` f ` \ ~`"'� � `
99 .
.
Yam'.
q <s : 6 ATERMA'Elt6'-��
,,c
,,"I,. 11�
(D ,1_1n�_'�1`-?�'(7 �- \ -
IN \ �' \ t�\
✓ I \4
- ...�� - -
r. VAA\ -SELECT BACKFTLL COMPACTED
% TO 95% STANDARD PROCTOR
f
\ IN AREA TO BE PAVED.
f "� :-METALLIC TRACING TAPE
1` ABOVE ALL WATER MAINS.
'/% -SELECT BAGKFILL COMPACTED
" \\ TO 98i STANDARD PROCTOR.
\ff / USE HAN P RA D 0 E TED EQUIPMENT
f\/� ONLY.
. f\f
;.•, \/ TRENCH BOTTOM SHALL CONSIST OF
\ ` FIRM+STABLE MATERIAL 8 SHALL
.�,,..:`,:.- 1 0*,* ,.­-. ....,:..:.. �-�.,::,�,..-':_.,
f
�f\/ PROVIDE UNIFORM SUPPORT THROUGHOUT
\ �\ LENGTH OF PIPE.
IPE DIA. +16
WATER PIPE TRENCH
SCALE: NOT TO SCALE
FOR AREA TO BE PAVED
ANGLE METER STOP
CAST IRON METER BOX WITH LOCK WINGS
WITH GASP IRON LID {MUELLER H i425&)
SUPPORT BOTTOM
WITH BRICKS 314" METER (PROVIDED BY DISTRICT
UPON PAYMENT OF USER )
SERVIC SADDLE �(BWATTSOIOREV�2?ER
(MUELLER 5-13000 BRICK SUPPORT
SERIES)
1" SERVICE LINE 20a PSI
{BLUE ENDOPURE)
� CORPORATION STOP
{MUELLER H 154a8)
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 3YPE» SIZE. AND LOCATIONS•
4. STAINLESS STEEL INSERTS SHALL BE INSTALLED
IN SERVICE TUBING•
RED HYDRANT {MUELLER 5• INSTALL CONCRETE DONUTS AROUND ALL VALVE BOXES
SUPER CENTURION 250. 5-1/4" LOCATED OUTSIDE OF PAVED AREAS.
A-423 DR APPROVED EQUAL) METER SET DETA I L
SCALE: NOT TO SCALE
FIRE HYDRANT, PUMPER NOZZLE TO BE
/-PERPENDICULAR TO STREET
FINISHED GRADE
-2" SQUARE OPERATION NUT
OPEN LEFT (COUNTER CLOCKWISE)
LOCKED HYDRANT TEE
' L 6" GATE VALVE
'UNFORMED CTC. DUC- LUG
3I4 THREADED
RODS {COATED) NOTE:SHOULD LOCAL CONDITIONS
PREVENT CONFIGURATION
\ SHOWN, ALL JOINTS SHALL
,,, BE RESTRAINED.
\ -., "P \ `, TYPICAL FIRE HYDRANT ASSEMBLY
n ,\
B 0 L)I\�
° "---"" �� z ° 1 ��" ASSEMBLY _ ` \ SCALE: NOT TO SCALE
SAY LOCATIONS NOT DELINIATED �4`N�-.,,,� `�N. „�,�4�y`y :?fl f:',. \\ \
( GRAPHICAL REPRESENTATION FOR-�''' `' y eEq� ` ` `� �T AI_ \ „F _. :. .
NOTIFICATION ONLY, w' '� ,'' y.. y,�. 4 4, �_, \ \
SAV`S EXIST •
.�
WITHIN THE BOUND`S OF THE PROPERT_y _y �-°%•e`c�` •`
_,I .. .11ll,492-% J!.'I ',I, I
,.
. J,.....', ` ``y. ♦ - ...',: „�`.,. -.ram ` \ `�\'\Lf! `\t
%; `, COASTAL \\\A
-
/� • • ` WETLANDS`
'l \V �\ `
kV.i _ `
/1O� �[� ,{ �`4 ,` w v..- ,ems.•... �,_. + �- „�•' V ^, r \
I(� ` ,- ```� `• `' '" ' II"r r '
1. !''� ,j ' , i
3" PVG MANHOLE VENT _ 46, `�, 0 1
0
HORIZONTAL SUR I ED w .0 ,a, -' v.:� C�°\ .... ►«``-z_-:,�.:. �~'. Q .. ` '4, ' l\` �' ' \,
SECTION SHOULD RISE MH RING s� COTEW THAN T t _:I , .s' u w .v.�1 y.Q �� w N ,.1_ I.,( �i�11...t?t : 4.,!._ 11
- ,",0I�l,l?..\..,"�",'�il_,,, ,I",i<, ,, J-'i"!! ."". ,,- ,/- 11-_,_I- '
-`I-
.\\-: �;�I `* .
�-,, ,I ,', ',L11,:, ,I ' �, ,", ,I'", (D1"1,i,'1'N4­­
7
6" TO 90 DEG, ELL BE WATERT I GH I OU ,..� 11.t« . \Sly ``-' � ���&, } r ,. -i f,
I SEE PLAN FOR LOCATIONS) THE USE OF BOLTS \ \\ ik ,;, 4- N,�' �:`,' �. , r Y , ") II \
q, /,.,_
C CAPITAL FOUNDRY MH-2001 , 4' '4,-"' .: �•. - -,,._ r_ , T
w MODEL 2001-WT) __ C ! %::� �` l :--
FINISHED GRADE MIN ELEV ~'t? ;{�
e %-'%1,,
2 01.1
_. I ,/IIII - II II ..1I, . - ,,,1 11IIV/ I
w .
TOP OF PAVEMENT ti��� •l, . � . '. v \ 1111,
FLOOD ZONE �, \, \ k, \ �
/ / :. � � • / r / a N� 1 f
SCREENED z <c! V ti% `%%\. f ' l � LO"`� /
> NOTES: `/(j //�� ! r` ��-,,E s to 1
Q. IY / !/{J��'� \,� _ y ,` j+ 1. t •r0 �"^'/ ' ,! � ` I F ':=_'1. s _, _ ..._ , _ •�i +_
DISTANCE FROM THE 1 (y 1 1 ``" / _ tj F J ,` (I Ll, -
``' TOP 4F M.H. RING ANb S/� ` ,. ' :"^� �-
eOVER AND FINISHED C..fl� f y �'V,' 1! `#'
ECCENTRIC CONE z GRADE MAY VARY WIDELY. `� j� S \° _'`�` i L / # t r'lt`?� �" „ `
SECTION a SEE PLAN. L/ Q ,`;4' 1_..' ,F ' `
t
d „.
"0" RING GASKET 2.) SLOPE INVERTS AT SEWER -•- ��// - `N / I ~ �\
ALL JOINTS w LINE GRADE. `t'' w �� \✓ °ti`�
GROUT INSIQE 3. } GROUT ALL LIFTING HOLES .' 4 y, ',:, :-`,.\ .,..' : ` I.,"% ' ,.- ` v - 4B4s \
OUTSIDE OF J 0I NT AND PENETRATIONS �-` �. 'y '� \ �� / �- % `' `
USING NON SHRINK :' .'-. , �, . ,(, /-, a_e - � 4 Q A1vilA - I .,:, AN -` � '\' r, \
GROUT w .__.__. t�
�� J1 , COA J4 T'LANDs�' ", =i i :1
0 - 16' ASTM C-478 \
;' Q
TYPICAL MANHOLE STEPS
@ 16" O.C. & SHALL NOT BE w
ALIGNED OVER INVERTS m
,1
,
!,
-
J; / _ .; _ _ f 6x2 RED _ \ \ -7 \ x \
-,, 2 „G
-,:-I -- - I ,,0 ,,,--,,,1,,, ,",_ '.,-,­-,l,% '.i. _-, -,-]­l'_-,-, 1.1-1 C\A�_!__%/�. - -," I", -/ II I1'. "1 , 1I/,I I,, -.- , I" j , I1I . , ,.-" /I __(\,_r��Ii I
A17.- N 0 . ­" I,-
_..
,,
.', r _ - \.
i MH 3 `'
t � w' �
t 1 a'
- l \ ` ` _ 1. ✓' # I �...�•% l' a ~ ./ - "'�--,___� Imo" / / -� ,\ • ,\ `
' ' - I`I ` F \
IL�Fa
,%- .44 f Tom`\ \ GRAVEL
v v 6 6 6x2 TEE [� wF ( \ '' �'\ r.
` " r`` \. I v SLOPE TOP OF
I.Z.4*;I
'a - 1 l
„!©�� - 2 "WAT RL I NE `U y . •` GonlG• TO PROVIDE' : ;•'. _
`` `yl i - \` DRAINAGE FROM / • .`
Z A \ HYD. DRAIN i
�N -,, F� \1Ij "i`' ' � f �s (p V A V A
`Y M
E. 4 \�L
/ -('�
�\ _ `!1!,!'. 'i - , ", g -.-, I 1, -7- \1 C.7a'.
l
_
FREEZELESS YARD HYDRANT ` ' �4' s =� t i i +L }
ASSEMBLY» SELF -DRAINING» � C 7 15 ` WATE `� •'` y ,``, ' y ,� ..L,
WATTSBOX ABOVE WITH 2" MJ SHOE INLET ACCESS EAS ENT `%," � \
GROUND ENCLOSURE CONNECTION ti \•tea 1 .``
ON CONCRETE PAD 4 ',/
6" LARGER THAN BOX °'
LOCKING HOLE S�v•;.,`: `��%`
FLEXIBLE SLEEVES AT © > 4 THICK _
ALL POINTS OF PIPE ENTRY '• -•v ->_ o `% D1
PIPE SIZE D
LE5S THAN 24" 4'
24"-30" 5'
MORE THAN 30" 6'
10.00 .1 10.00
DIP SEWER
10` EACH SID .;_;
DF CROSSING :�`::�
PVC PIPE 1 DIP PIPE 11 -
IPE DIA. +16
WATER PIPE TRENCH
SCALE: NOT TO SCALE
FOR AREA TO BE PAVED
ANGLE METER STOP
CAST IRON METER BOX WITH LOCK WINGS
WITH GASP IRON LID {MUELLER H i425&)
SUPPORT BOTTOM
WITH BRICKS 314" METER (PROVIDED BY DISTRICT
UPON PAYMENT OF USER )
SERVIC SADDLE �(BWATTSOIOREV�2?ER
(MUELLER 5-13000 BRICK SUPPORT
SERIES)
1" SERVICE LINE 20a PSI
{BLUE ENDOPURE)
� CORPORATION STOP
{MUELLER H 154a8)
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 3YPE» SIZE. AND LOCATIONS•
4. STAINLESS STEEL INSERTS SHALL BE INSTALLED
IN SERVICE TUBING•
RED HYDRANT {MUELLER 5• INSTALL CONCRETE DONUTS AROUND ALL VALVE BOXES
SUPER CENTURION 250. 5-1/4" LOCATED OUTSIDE OF PAVED AREAS.
A-423 DR APPROVED EQUAL) METER SET DETA I L
SCALE: NOT TO SCALE
FIRE HYDRANT, PUMPER NOZZLE TO BE
/-PERPENDICULAR TO STREET
FINISHED GRADE
-2" SQUARE OPERATION NUT
OPEN LEFT (COUNTER CLOCKWISE)
LOCKED HYDRANT TEE
' L 6" GATE VALVE
'UNFORMED CTC. DUC- LUG
3I4 THREADED
RODS {COATED) NOTE:SHOULD LOCAL CONDITIONS
PREVENT CONFIGURATION
\ SHOWN, ALL JOINTS SHALL
,,, BE RESTRAINED.
\ -., "P \ `, TYPICAL FIRE HYDRANT ASSEMBLY
n ,\
B 0 L)I\�
° "---"" �� z ° 1 ��" ASSEMBLY _ ` \ SCALE: NOT TO SCALE
SAY LOCATIONS NOT DELINIATED �4`N�-.,,,� `�N. „�,�4�y`y :?fl f:',. \\ \
( GRAPHICAL REPRESENTATION FOR-�''' `' y eEq� ` ` `� �T AI_ \ „F _. :. .
NOTIFICATION ONLY, w' '� ,'' y.. y,�. 4 4, �_, \ \
SAV`S EXIST •
.�
WITHIN THE BOUND`S OF THE PROPERT_y _y �-°%•e`c�` •`
_,I .. .11ll,492-% J!.'I ',I, I
,.
. J,.....', ` ``y. ♦ - ...',: „�`.,. -.ram ` \ `�\'\Lf! `\t
%; `, COASTAL \\\A
-
/� • • ` WETLANDS`
'l \V �\ `
kV.i _ `
/1O� �[� ,{ �`4 ,` w v..- ,ems.•... �,_. + �- „�•' V ^, r \
I(� ` ,- ```� `• `' '" ' II"r r '
1. !''� ,j ' , i
3" PVG MANHOLE VENT _ 46, `�, 0 1
0
HORIZONTAL SUR I ED w .0 ,a, -' v.:� C�°\ .... ►«``-z_-:,�.:. �~'. Q .. ` '4, ' l\` �' ' \,
SECTION SHOULD RISE MH RING s� COTEW THAN T t _:I , .s' u w .v.�1 y.Q �� w N ,.1_ I.,( �i�11...t?t : 4.,!._ 11
- ,",0I�l,l?..\..,"�",'�il_,,, ,I",i<, ,, J-'i"!! ."". ,,- ,/- 11-_,_I- '
-`I-
.\\-: �;�I `* .
�-,, ,I ,', ',L11,:, ,I ' �, ,", ,I'", (D1"1,i,'1'N4­­
7
6" TO 90 DEG, ELL BE WATERT I GH I OU ,..� 11.t« . \Sly ``-' � ���&, } r ,. -i f,
I SEE PLAN FOR LOCATIONS) THE USE OF BOLTS \ \\ ik ,;, 4- N,�' �:`,' �. , r Y , ") II \
q, /,.,_
C CAPITAL FOUNDRY MH-2001 , 4' '4,-"' .: �•. - -,,._ r_ , T
w MODEL 2001-WT) __ C ! %::� �` l :--
FINISHED GRADE MIN ELEV ~'t? ;{�
e %-'%1,,
2 01.1
_. I ,/IIII - II II ..1I, . - ,,,1 11IIV/ I
w .
TOP OF PAVEMENT ti��� •l, . � . '. v \ 1111,
FLOOD ZONE �, \, \ k, \ �
/ / :. � � • / r / a N� 1 f
SCREENED z <c! V ti% `%%\. f ' l � LO"`� /
> NOTES: `/(j //�� ! r` ��-,,E s to 1
Q. IY / !/{J��'� \,� _ y ,` j+ 1. t •r0 �"^'/ ' ,! � ` I F ':=_'1. s _, _ ..._ , _ •�i +_
DISTANCE FROM THE 1 (y 1 1 ``" / _ tj F J ,` (I Ll, -
``' TOP 4F M.H. RING ANb S/� ` ,. ' :"^� �-
eOVER AND FINISHED C..fl� f y �'V,' 1! `#'
ECCENTRIC CONE z GRADE MAY VARY WIDELY. `� j� S \° _'`�` i L / # t r'lt`?� �" „ `
SECTION a SEE PLAN. L/ Q ,`;4' 1_..' ,F ' `
t
d „.
"0" RING GASKET 2.) SLOPE INVERTS AT SEWER -•- ��// - `N / I ~ �\
ALL JOINTS w LINE GRADE. `t'' w �� \✓ °ti`�
GROUT INSIQE 3. } GROUT ALL LIFTING HOLES .' 4 y, ',:, :-`,.\ .,..' : ` I.,"% ' ,.- ` v - 4B4s \
OUTSIDE OF J 0I NT AND PENETRATIONS �-` �. 'y '� \ �� / �- % `' `
USING NON SHRINK :' .'-. , �, . ,(, /-, a_e - � 4 Q A1vilA - I .,:, AN -` � '\' r, \
GROUT w .__.__. t�
�� J1 , COA J4 T'LANDs�' ", =i i :1
0 - 16' ASTM C-478 \
;' Q
TYPICAL MANHOLE STEPS
@ 16" O.C. & SHALL NOT BE w
ALIGNED OVER INVERTS m
,1
,
!,
-
J; / _ .; _ _ f 6x2 RED _ \ \ -7 \ x \
-,, 2 „G
-,:-I -- - I ,,0 ,,,--,,,1,,, ,",_ '.,-,­-,l,% '.i. _-, -,-]­l'_-,-, 1.1-1 C\A�_!__%/�. - -," I", -/ II I1'. "1 , 1I/,I I,, -.- , I" j , I1I . , ,.-" /I __(\,_r��Ii I
A17.- N 0 . ­" I,-
_..
,,
.', r _ - \.
i MH 3 `'
t � w' �
t 1 a'
- l \ ` ` _ 1. ✓' # I �...�•% l' a ~ ./ - "'�--,___� Imo" / / -� ,\ • ,\ `
' ' - I`I ` F \
IL�Fa
,%- .44 f Tom`\ \ GRAVEL
v v 6 6 6x2 TEE [� wF ( \ '' �'\ r.
` " r`` \. I v SLOPE TOP OF
I.Z.4*;I
'a - 1 l
„!©�� - 2 "WAT RL I NE `U y . •` GonlG• TO PROVIDE' : ;•'. _
`` `yl i - \` DRAINAGE FROM / • .`
Z A \ HYD. DRAIN i
�N -,, F� \1Ij "i`' ' � f �s (p V A V A
`Y M
E. 4 \�L
/ -('�
�\ _ `!1!,!'. 'i - , ", g -.-, I 1, -7- \1 C.7a'.
l
_
FREEZELESS YARD HYDRANT ` ' �4' s =� t i i +L }
ASSEMBLY» SELF -DRAINING» � C 7 15 ` WATE `� •'` y ,``, ' y ,� ..L,
WATTSBOX ABOVE WITH 2" MJ SHOE INLET ACCESS EAS ENT `%," � \
GROUND ENCLOSURE CONNECTION ti \•tea 1 .``
ON CONCRETE PAD 4 ',/
6" LARGER THAN BOX °'
LOCKING HOLE S�v•;.,`: `��%`
FLEXIBLE SLEEVES AT © > 4 THICK _
ALL POINTS OF PIPE ENTRY '• -•v ->_ o `% D1
PIPE SIZE D
LE5S THAN 24" 4'
24"-30" 5'
MORE THAN 30" 6'
10.00 .1 10.00
DIP SEWER
10` EACH SID .;_;
DF CROSSING :�`::�
PVC PIPE 1 DIP PIPE 11 -
10.00 .1 10.00
DIP SEWER
10` EACH SID .;_;
DF CROSSING :�`::�
PVC PIPE 1 DIP PIPE 11 -
lI
'tI
TTE RODS OR
t7
DIP PIPE
GRIP RINGS,
.:,•`: TYPICAL
VCVVVcCc����
t t : !,,,,..
t
:: t
`• t,` t
•: t
D
'R
VJ
. <<
D 0
NOTE:
BLOCKING
r-<
C-)
ALL PIPE. WATER
AND SEWER
SEE DETAIL
� Uj
�
SHALL BE FERROUS
MATERIAL
O
FOR 10' ON EACH
CROSSING
SIDE OF
Z
� R N S
E T A I L
o
U
G)
WATER �1NDER
SEWER
r.
SCALE: NDT TD SCALE
m
NOTES:
1,, CONTRACTOR SHALL SUBMIT MATERIALS TO BE USED FOR APPROVAL TO THE
r ENGINEER PRIOR TO 1NORK BEING DONE,
;'Z. ALL MATERIALS AND 1A80R SHALL BE TO THE ENGINEER AND STATE STANDARDS.
3. ALL SEWER PIPE TO 8E SDR35 AND WATER MAINS TO BE SDR2i UNLESS OTHERWISE
1�, NOTED. SEWER MAIN MATERIAL CHANGES MUST BE MADE WITH MECHANICAL JOINT
SLEEVES.
4. ALL SEWER SERVICE TAPS ARE TO BE INLINE WYES.
5• ALL SEWER SERVICE PIPE TO SE 4" SCH 4D PYC, INSTALLED WITH CLEAN OUTS.
EACH CLEAN OUT MUST BE SET TO FFNAL GRADE IN A CAST IRON $OX WITH
SUPPORT BRICKS.
6. NOTIFICATION TO THE ENGINEER AT LEAST 24 HOURS PRIOR TO COMMENCEMENT
OF CONSTRUCTION•
T• A LICENSED UTILITY CONTRACTOR WILL BE REQUIRED TO INSTALL THE UTILITY
LINES AND A RESIDENT INSPECTOR WILL BE REQUIRED TO BE ON SITE FOR
INSPECTIONS WHILE UTILITY WORK IS BEING DONE.
DOUBLE STAINLESS STEEL WATTS 009QT RPZ
�" '� "1 -- RC ;`
1u, . v w' � v> �! `� �'z '��
Z9
PRECAST CONCRETE
F
'•
STRAP W/RUBBER BOOT BACKFLOW PREVENTER to
TYP. WI UNION CONNECTION
, _
�, Y '% '
v; ,u ,, �;:: J, ; .- r:f s 1 C L'I '
�- �' ()v
CHANNI LS
"
ON EACH SIDE
�_ w I 14�
;
s
1 MIN. CRUSHED AGG. BASE
�,z
-�
2' x 2' x 4" THICK .- s N 8
CONCRETE SPLASH PAO ..� v `.':
,,
..�.. -•�.. .
.' 1 iT . Y •.• t
,
100% COMPACTION
\i/. .�• \ '.
.
)
_.
TYPICAL PRECAST MANHClLE
SCALE: NOT TO SCALE
EXTEND BASE 12" IF MANHOLE
SHEET #� OF 4 DEEPER THAN 12`
PROJECT #: PM1632-1
DESIGN FILE #: 1632/1 632-1 /PM1 632-1-BARBLAND. dgn
_ , �_
UNDISTURBED GROUND ' I' i 1 \1 r' It. 1 1 I ' �� i E. I
11 tt __.� i k '^ -i 1
(#I- -ilk-_...i I4""'-�(1 �14! I �IA I'_" t21�....jj ` _.�1 - tc; -
,,'
= '
z /_
60 30 0 60 120 /`f
FRdM METER "H
ro /,�` '
-, „
SCALE: 1"= 60'
YARD HYDRANT DETAIL WITH RPZ
SCGLE: NOT TO SCALE
1200 ISLANQ ROAD
HARKERS iSLND, NC 28531
PIN# 7335.19.61.2926
DB1136 PG375
Z
REVISIONS:
•

10" X 2" X 3*" THICK STEEL PLATE
RESULTANT THRUST AT FITTING
-E-4-061 WATER AT to
SHOE - BEND ENDS4,2"
AT 150 P.S.I. WATER PRESSURE
12 CASED bUKL
E­lVZZ§E- TAP
LEGEND
W1
CURVE DATA
STEEL
---FLOW - -------
AC A
ACRES
LENGTH = 290-14'
8
ENCASEMENT PIPE 6 U
AEC AREA I-NVIRONMENTAL CONCERN
T
82045 /00//
CH CHORD
RADIUS = 200. 00'
LLI-x
E
CL CENTERLINE
CH -BEARING S34* 27'38"E
-
EX EXISTING
CH - LENGTH = 265.36'
FE FINISHED ELEVATION
LENGTH 62-18'
WATERLINE
INV INVERT
RADIUS = 150,00
BEGIN CONSTRUCTION
LF LINEAR FEET
CH -BEARING S87' 53441"E
. ....
STA 0+00-00 0- /J
MBL MIINIMUM BUILDING LINE
CH. LENGTH 61,74'
MH MANHOLE
0-
N/F NOW OR FORMERLY
LENGTH /i112-78'
'\
NHW NORMAL HIGH WATER
RADIUS 150-00'
CD
ID
R RADIUS
CH .BEARING = N58*41'19"E
'
STEEL ENCASEMENT PIPE
_j
RCP REINFORCED CONCRETE PIPE
CH. 110,15
01)
R/W RIGHT OF WAY
Sp cnHAPI: FEET
X31W' THICK STEEL PLATE--7
TYPES OF MMUZ>1 BLOCKING
Q
:et Lu
. . . . . . . . . . . . . .
z
0
14-
>
LLJ
TS&V TAPPING SLEEVE & VALVE BEARING LOAD
STEEL PLATE SHOE
TWSP TOWNSHIP SOIL ( LB. /SQ FT.)
F TYP TYPICAL MUCK 0 C)
V., I KrL (IN ABOVE GROUND HOTBOX) 1" MIN. CLEARANCE rr 0
�2 SOFT CLAY 1.0)0
SILT 1 15DO
FREEZELESS 404 WETLAND PVC WATERLINE SANDY SILT 3 1 GOO . .....
YA-Ra +[YDRANT SAND 4, ODO
1+99
c , D/_f 4 4f COASTAL MARSH
SANDY CLAY 6,000
CL INTERSECTION HARD CLAY 91000 C-) Ld
>
SOUND POINTE DR STA & D I A. X 4 LONG 1. THRU LINE CONNECTION. TEE 0
LIFT
STATION ' T"BOLTS W/HEX NUTS TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK, DIVIDE 2. THRU LINE CONNECTION, CROSS USED AS TEE. Lij
TURTLE POINTE DR STA 0+00-00 THE TOTAL FORCE BY THE BEARING VALUES DF THE SOIL. THE
NUTS EA. SIDE
QUOTIENT WILL BE.THE SIZE OF THE BEARING AREA OF THE THRUST <
3. DIRECTION CHANGE, ELBOW
OF SPIDER. BLOCK IN SQUARE FEET. APPROXIMATE VALUES FOR VARIOUS TYPES A. CHANGE LINE SIZE, REDUCER v <
OF SOILS ARE LISTED IN THE TABLE. NO RESPONSIBILITY CAN BE
CONTINUOUS WELD ASSUMED FOR THE ACCURACY OF THE DATA Iq THIS TABLE DUE TO THE 5, DIRECTION CHANGE, TEE USED AS ELBOW
BOTH SIDES, TYP, WIDE VARIATION OF BEARING LOAD CAPACITIES FOR EACH SOIL TYPE. 6. DIRECTION CHANGE, CROSS USED AS ELBOW
7. DIRECTION CHANGE
WATER LINE
o _ f.,ENCASEMENT DETAIL THRUST BLOCKING DETAIL
47__
,7 iI-i Lu
SCALE: NOT TO SCALE SCALE: NOT TO SCALE z
Z SEWER LIJ
0
0 _j
V) <
2"'cr-
SERV I E,
PBO
TYPIC L ASSEMBLY
WATER
SERVICE
TYPICA
A!< A
0-
0 0
Lu cr
0::
0 Lu
6 ti 0
k ISHAND ROAD &
ATERMAIN
OUND POINTE DRIVE, CASED BORE NOTES
C�] Ld
MATERIALS: ZCZ6x2 RED 1. )CASING PIPE - SPIRAL WELDED STEEL PIPE MEETING ASTM A-211, < w
co
F6
I LiJ M (-> Lo
2 "GV (SEE PLAN) I.D., WALL THICKNESS OF 0.250 INCH MINIMUM Z LO
vx 2.) PVC PIPE - POLYVINYL CHLORIDE PIPE - SRD21
\---END CONSTRUCTION
MA5
0
X
SOUND POINTE DRIVE qXISTING PAVEMENT INSTALLATION:
FIELD VERIFY 1.) MAINTAIN A MINIMUM OF 36" DEPTH FROM TOP OF PAVEMENT TO Cr, < 0 -r Lo
STA 11+09-30 TOP OF PIPE CASING. M m (D Lf)
EDGE hF PAVEMENT PAVEMENT EDGE OF PAVEMENT
T 2.) CASING ENDS SHALL BE SEALED TO PREVENT WATER FROM 01,
m
CA •0 ENTERING ANNULAR SPACE. SEAL SHALL BE PORTLAND CEMENT GROUT. C0 •Ld I
6 GX2 TEE 0 CD
3.) CASING SHALL BE INSTALLED BY DRY BORE ONLY. NO JETTING OR CEO 0 _j m
8 x 8 x 6 TAPPI EXIST. 8" pvc WET BORING IS PERMITTED.
SLEEVE & GATE WATER MAIN 4.) AS DRY BORE OPERATION PROGRESSES, ENCASEMENT PIPE SECTIONS rn m
2 "GV VALVE FOR W/L
611GV L MAINTAIN
36" COVER SHALL BE BUTT WELDED IN ACCORDANCE WITH NCDOT STANDARDS
UJI
- - - - - - - - - - - - - - - - -- - - - - SPECIFICATIONS FOR ROADS AND STRUCTURES SECTION 107-20- WELDING.
2"WAT RLINE 1 5.) IF OBSTRUCTIONS ARE ENCOUNTERED DURING BORING OR JACKING.
CASING PIPE SHALL BE CUT OFF, CAPPED ANDF FILLED WITH 1 :3 CEMENT 2f
< LLJ
GROUT AT SUFFICIENT PRESSURE TO FILL ALL VOIDS BEFORE MOVING TO 0
6" DIP - - - - /�:�6"PVC SDR-21 ANOTHER BORING SITE.
0c)
CO
END CASIN WATERLINE
!FIELD VERIFY)
0 LF
60 30/ 0 60' 120' SEAL ENDS END CASING, E5
51 SEALEND
<
2 "PBO MIN.
ASSEMBLY
1" -9 CASING INSTALLED
BY DRY BORE METHOD for <
H-SCALE: 1 = 60
END CONSTRUCTION
V-SCALE: 1 = 6 TURTLE POINTE DR CASED BORE 0
cr_
STA 1+44-61 SCALE: NOT TO SCALE <
0
0
z
[CL INTERSECTION <
-MH4 CL INTERSECTION
SOUND POINTE DRIVE STA 8+56.62 & STA 1 0+74-30 TURTLE POINT DRIVE STA 0+00-00 &
TURTLE POINT DRIVE STA 0+00.00 0
RIM EL 5.00 SOUND POINTE DRIVE STA 8+56-62
INV -1.00
MH1 r- MH2 -MH3 -MH3 -MH5 MH2 uj
STA 3+44-31 STA 4+35.12 STA 8+56.62 LIFT STATION 0::
0 RIM EL 3.76 RIM EL 4.10 STA 0+00-00 STA 1+09-61 SEWER MAIN STA 0+00.00 & STA 1+80-00 v J ui
0 RIM EL 5.66 RIM EL 5.66 RIM EL 5.00 SOUND POINTE STA 4+35-12 RIM EL 6.00 1-
SEWER
-1-25 INV IN -4.08 INV OUT -2-07 INV OUT -2. 07 INV -1. 00 RIM EL 4.10 e%.Ww 0::
0 INV OUT -4-18 INV IN -1.97 INV -5-10 <
00 0 INV IN -1. 97 INV IN ­41.08
+ + Lo ci; 0 CIO Q0 u - UL
0 < < INV OUT 4.18
ro Q0 0 �0 C�p 01 �Ir 0
Ln Q0 + 00 + 0 co 1 QQ 00 IT 0 1
> ;: I + (_0 0 00 0 0 + co Li- UJ + + 0 + W LL. Lu
a_ LLJ 0- Lu 00 - - - - - on -00
L0 `-T Lo I Lr) lq- I
0-j
_j _j _j 21:> _j > _j > -JZ=) Ld 0
OL Ld 0- Ld 0- L1.1 n LLj Ld C-) a w a_ LLI a_ Ljwu _j rV00% <
10 "1 . ...... ......... ----------- ------ 10 10 _j
V)
EK-6�'WATERLlNE> NORTH.' SIDE
0
FIRE HYDRANT
----------- --
"I FY'- L OCAT.t ON - �O 1- - ISLAND - -ROAD,'-VER,
......... ... V)
------ ...... S T A -9 3 -.-3-'l -PROPOSED
S SIZE PRIOR TO CONSTRUCTION PRbPoS'ED r-F I R E. HYDRANT rPROP-0-SED' 0- rv,
GRADE: GRADE LLJ
-1-38
............. _$.TA 41+1
-GRADE
45%�,
O.�37*/.,'
­0.,q4% 0 C),
tat <
T­ -
Lu
_y
77 77
N-1
0 5 0'.7. 0.51% EXISTINa.
G
......... ------ 2 VC.11, -W GRADE ------ ��&"PVC. �TERL I NE p
�L ATE ......
PVC _q;1 . .....
0
EXISTING"'---'-'
iWAT.ERL GLADE 6"PV
-7
,7 r.7771
V" 4(S
0
­44 E: C
0 F 6X2 RED 0 _WAT C, I
x2 0
0 z -TEE
EXISTI
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-15 �:) Z z
00 0
M --n V0 W w 0
0 0 0 C) 0 0 r. 0 O� E,
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6
STATION STATION STATION
SOUND POINTE DRIVE TURTLE POINTE DRIVE MH#2 TO LIFT STATIOujN LU 0
PROJECT 4: PM1632-1 m:
DESIGN FILE 4: 1632/1632-1/PM1632-1-BARBLAND.dgn V)
TOTAL POUNDS
NORMAL
PIPE DIA.
DEAD
END
1 90-
I BEND
45-
BEND
122 112-
I SEND
11 114•
BEND
4-
2.700
31800
2.100
1100
530
6.
51600
8-000
4.300
".200
ill 00
8.
9,700
13,600
7,400
­600
1.90D
_101
14.500
20,500
11,100
!,.700
2.800
12,
20,500
29,000
15.700
8.000
4.000
14"
27,600
39.ODO
21.100
11-000
5.400
16"
35,700
50,4D0
27,300
14,000
7,ODO
le
44,800
63.400
34.400
11,500
8.800
20,
_74=
55,000
77,800
42.100
21,500
10.800
78,500
111,000
60,000
3,.600
15,400
30,
120.800
1 TO- 600
98,300
-17.100
23,600
367
17­2,800
274.400
132.300
6T.500
33,900
42"
233,300
330,000
1T8,600
9', 000
4 5, TOO
48-
304,060
430.000 I
232,T00
118,600
59,800
54 '
384,100 1543,200
1294,000
149, DOD 175.300
1