38-13 Cape Fear Public Utility Authority Plans

MASONBORO SOUND ROAD WATER AND SEWER
FOR
CAPE FEAR PUBLIC UTILITY AUTHORITY
INDEX OF SHEETS
COVER SHEET
1-1 OVERALL INDEX
1-IA PROJECT LAYOUT
INDEX OF SHEETS - AREA "A"
1-2 INDEX FOR AREA 'A'
A-1 PLAN & PROFILE - SEABREEZE BLVD. STA. 0+00-8+57
THIS SHEET NOT USED
A-3 PLAN & PROFILE - MASONSORD OUTFALL STA. 0+00-10+50
A-4 PLAN & PROFILE - MASONSORO AREA STA. 10+50-22+00
A-5 PLAN & PROFILE - MASONBORO AREA STA 22+00-32+08
A-6 PLAN & PROFILE - MASONBORO SEWER EXTENSION STA G+00-1+82
A-7 PLAN & PROFILE - OYSTER SAY LANE STA. 0+00-11+00
A-8 PLAN & PROFILE - WINDCHASE LANE STA. 11+00-21+00
A-9 PLAN & PROFILE - WINDCHASE LANE EXTENDED STA. 21+00-24+27
A-10 PLAN & PROFILE - CABBAGE INLET LANE EXTENDED STA. G+00-1+92
A-11 PLAN & PROFILE - WINDCHASE LANE EXTENDED STA. 0+00--2+50
A-12 PLAN & PROFILE - WINDCHASE LANE STA 0+00-2+35
A-13 PLAN & PROFILE - MULUNGTON LANE STA. O+OD-8+01
A-14 PLAN - SHOREWOOD HILLS DRIVE SANITARY SEWER FORCEMAIN
A-15 PLAN - MASONBORO SOUND ROAD WATER EXTENSION
INDEX OF SHEETS - AREA W
1-3 INDEX FOR AREA 'B'
B-1 PLAN & PROFILE - CABBAGE INLET LN. / JACOBS CREEK LN.
0-2 PLAN & PROFILE - JACOBS CREEK LN./ BIG BAY DR.
NOTICE REORRET)
ALL EASTNG UNDERGROUND LIMUMES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR PRIOR
TO THE BEGINPNG OF ANY CONSTRUCTION N THE VICINITY OF SAID UTILITIES
CONTRACTORS SHALL NOTARY OPERATORS WHO MAINTAIN UNDERGROUND UTIUTY LINES N THE
AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TN
WO6OlG DAYS PRIOR TO MY EXCAVATION OR DEMOLITION.
PRIOR TO OIGONG CONTACT THESE UTRUTUM
CAPE FEAR PUBLIC
UTILITY AUTHOR' TY
(WATER/SEWER)
PH: 1-910-332-6550
PROGRESS ENERGY
PH: 1-ROO-452-2777
NEDMONT NATURAL GAS
EMERGENCY PH: 1-600-356-2593
LOCH. PH: 1-210-392-2931
EMERGENCY DEAL 911
NEW HANOLER COUNTY
(INSPECTIONS)
PH: 1-910-796-7175
BELLSOUTH
AM: STEVE DAYVAILT
PR 1-910-u/-0741
TIME WARNER CABLE
PH: 1-910-763-M39
POLICE - FIRE - RESCUE
WILMINGTON, NORTH CAROLINA
NOVEMBER 2012
VICINITY MAP
NOT TO SCALE
ENGRIFFRING
FRANK SiYERS. P.E.. DIRECTOR
JAMISON FAN. AI.C.P.. PROJECT MANAGER
INDEX OF SHEETS - AREA C
1-4 INDEX FOR AREA 'C'
-._..�-.__.. C-1 PLAN & PROFILE - MASONSORO SOUND ROAD STA. 0+00-6+00
C-2 PLAN & PROFILE - MASONSORO SOUND ROAD STA. 6+OD-12+00
i C-3 PLAN - MASONBORO SOUND ROAD
C-4 PLAN - MASONSORO SOUND ROAD
i
INDEX OF SHEETS - DETAILS
DT-I
LIFT STATION NO. 1 DETAILS
DT-2
LIFT STATION DETAILS
OT-3
MISCELLANEOUS DETAILS
DT-4
MISCELLANEOUS DETAILS
OT-5
MISCELLANEOUS DETAILS
OT-6
MISCELLANEOUS DETAILS
OT-7
MISCELLANEOUS DETAILS
OT-8
CFPUA DETAILS
DT-9
CFPUA DETAILS
DT-10
CFPUA DETAILS
OT-11
CFPUA DETAILS
DT-12
CFPUA DETAILS
INDEX OF SHEETS - ELECTRICAL DESIGN
E-1 PS - ELECTRICAL PLAN, NOTES, LEGENDS. AND DETAILS
E-2 PS - ELECTRICAL DETAILS, RISER & SCHEDULES
E-3 PS - ELECTRICAL DETAILS
E-4 PS - LADDER DIAGRAM
E-5 PS - CONTROL PANEL
RECEIVED
.LAN 16 2013
DCNI-MHD CIT`
RECEIVED
JAN 0 2 2013
;'AdDWILMINClON. NC
SIN -MET $MET
WtYWCTx HE i
vw (910) A2-e
DICKSON
mmnwnXY ntraelrvcWre can.,:llant� SeuW Caaw
Cw�a
iD0$6.M.W1. MC [(fY"SE X0. !-0]J1
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION

fl
48
2yry
6
a
c
��L
KWAU
trite&
UAVAJ
3CNF SM
M MWET SMET
IMILASFD m DATE
1W
cv�;
MgLxGrgl, M 25b1
yypT.As
JN
�-
DIY 201Yv
DDICKSON
(9�0) .2 .NM
�-_
�
mmY.nhy Nhm2rucNn cmWltmt.
Gomm,C>Plir
OONSTNCROI
1 /15/ 2
NG LKt114 46 f D]).
I[4VA DYB
LEGEND
FYKnN - FEAT1IRES
SYSINC EDS s vAKMort - NN MT I
ENSING DYAIA¢ MIo1 a sra IA:.Wos
_. T.RTM BBM
EASMC SwiMY 9Eil.
EL21MG r2lDWJC WA
FMEtYW VNM1 i0.E
M.M) V W.Y iY[ aYR
E16Y110 MY1I N!.
E.E1MG PUNFM .91Of V[
F951ii ]OI
- - OQIML iL.1R
PROPOSED FEATURES
® iNfRID YM.IEM wTW
... EY W[. WEr
}� TNT'® )MOOR aTNOM
Basnw nw zv
m.OM'E lUl/IpM
a PAarosrn aLN¢ arNOM
. EMMG IIR
'I
♦ g111p)m iwiMT SCQI 2i.WP.i
\
_._. EYSIMtIMIW4111O ,0A1M!
O IgOZO S/IYiMT 4<Y YVMKL
j
(ffiwG 11K MYp4Nl
AROYp y.YIMY 4YOI Il[
EEMK I.I.RR YM
PMMVS(D Ipiq.V1Y 9Li IIJY(
COS.WV BRIE YEAS
plTp® 9WL1111' ;aE11 NAEN WR
- l>mAN� wrw vnlc
® rllow)Eo Sm x wM
- ... .._...._ IJWTAM YKOIMOM RAN lME
IAT'!m wlq 41M6
CAAANS VA,,1 GYWIT :
MKP® .S./MGIIM Y4t(
)
Q @SM1K 9i1'AT YrNIWf
� RSMAMY MLT iMKCl91
MAIN; LMr11R 4SO1 WEYf
l„ )
GENERAL NOTES
I. 1M OIdEFR HAS YME AL v0i4BlE ATKWTS TO LOCATE EYl5TM0
NAIITIES. IT IS THE CONTRACTOR'S gEY0 SMTY TO ikLO-N:MiY
ONE LOCAINYI$ K UTR11H5 VNIAN TO CQV
CONT BY
RIM ME Mi TY
N & WIN THE UO
E N ANY PERSCNM
DCONTR
i
ENONEER OF CW)LICTS /J1Y
MIEE TOR NA11 F MY
S. CONTRACTOR SHAl1
I.�
IS
ITING TIONHE K RY RESPWSKBIn
OMASE OUMNC
WYA2 ro UTILITIESMMM MID
1
AIRED T
IS T AT gYS ERVICE
CM IS r0 BE 4SAE ClDi
I
11 Oft
SHAM M) iW MY 00 LOST SERVICE
CO N SHALL BE "
CCNTIAE-
�
tt
L TELE.SLE
6 1-1
flEKNME. CMOIAA GE CAL ELEPNON[ MMOER K I-MO-NJ2-b.N.
C ONE
{
2. IAMYIIY MPARAMM DISTANCES %T11EEM SMTER AND SESER IWES
i
A. NY UTERNIY
AT CR0SIRIC5 lB' SERMALLY-WA1ER 0" SEYFA
C. STdW 4YEN-IY 'Actl" LY
J. EM151W MO SEpNENT CIXINOL PROEEWRES WST SE YNITANED
OMMIO ONE CKw COST MCTON PEMW. OERRK ANSI LOOS SOB
CM ADJACENT STREETS WKT BE COnROEEO TTOOMBI DAILY RECEIVE
DEAN a aiTMBFO EARTH WAS WST BE STAMM WTM )
fi
DAYSCCYflEIMM Of WA04110 ACTN11E5.
ANAD1
.. FM N 5 DAYS vAEEYOII vATCHW MIN ING ACAWC WST BE PATCH ED .JAN
WININ 5 DAYS AFTEtWANT COpLTON OF QAOMC AEhIENT . SHALL PATCH
6 2
/
WAS CM YANTAMEC VIM IEYRORMr oAN]211T IA NC STONE MNIE 1
PA
PCRYANwT vATUWO a CONEIE.
x C010MACTOR 3N11 CU'!LY MTN All CQIOITIpIS SpELiH:AMMS AM SREON
P %oNS U THE MRROYID NCOOT EMOIOAOMEIIT AOIEEIIENT MYLE MCRYJK
i
"THIN DOT RNMT W MAY. �! �SS�
•AS-m- DCN -M D C
i
CONRtACTEA 4/Nl IT NE CNME MO STAMM OSNRBED WAS M M
CO' IND EIORE MM 2D0 MY OF CLOSED TRENCH VAU REAMN IIITHCJT
BASIS.
.AI- OUpNG IIFDIHG "CHANG. ETC.. AT THE ENO OF MY BOINIDAY.
T FM OPEN-W'CROSSINGS Ci CWCREIE 001"AYS ANO MNMMAYS COIITR.KTOI
SONE CCACRETE TO ME NEWS? JOMT PRNSI TO OGONC TE 1RFMIL
MV, REY
B M TO DISILM&MCf. CCNIRACTIN EACH "Y.
90EMNX. E C. 0 B gYNRREO FAP 9NN BE PES B �
W BETTER.
S. COITWCTOI SHAU Y. A YEMS fat TO EACH NTECRD MICPETtTY AT E e
ALL TOES
I& YMBONES, SIGNS, M. THAT WST BE OSTTMBED SHALL BE CNETVLLY RE.
NO WSET MRM THE SNE BpMOAY By THE [dI1RKTA.
11. CONRACTYW SNALL KAN AND CONSTMICT WWN SO AS TD CWS WIIMW INCOHWNEHCE
M THE Wa"S) MIDI ONE PU91C. I E CCNTRACREI SHALL PRONDE, ERECT AND MAMIMI
AT ALL INKS DURRK THE PRIXAESS M R✓MMY SUSPFHSMI Cf MIRK. SIATABLE SMMws,
KNCEA SIGNS W OTHER AOEOUATE MOOTECRW. WOAKIIIIO NIVID MEN AND WATCHMEN AS
WDESSMY RI M THE SAFETY Of ME INMC AS METL M VIICSC ENCASED M ME
CWSIRMCTON MgTM. COKiNUCTW 9CNACE Sn
BE M ACCMOANII MIN TE UCN
NEE OPOU1bN5 SiPILKNT 10 NE YMA MW
NNTA
Oi'CONSIRMCTW AEO
t111fObl TINi1C CM111Q CENESS BY THE NCppl,
ID W TH
12. NL MATERIAL WAM MD fAUBBED By ME ONMACTOR M 061ER 10 COISTRMCT THE
MOM. WCN AS 1REE5. LEIiTATM. LOI ETC.. SNAU BEOME THE PRC IY O THE
COMNACRMO AND SHALL BE PROPERLY DISPOSED Of W-SITE.
13. YNRIOIE MY EIEYATIOIS ME APPRaaW1E YME YNRML COYTRS iU91', W 9gITY
ABOK iM15NE0 MAZE. ME 4JPROOONIO CIIADE SN IRD BE SLOPED GENTLY MAY TROY TE
COKA TO PRONOE P09TK %,KADE WMIN£ AWAY i1NII TE YNMOE COVER TK MUST BE
PRDNaD 01 AL NI57AL ANMS MESS NOM OTIEIIWS M THE P M MCTEO Sy ONE ENGINEER
FINAI f1FCIGN — N(1T RFI FASFII FOP r0NSTRIICTI0N
MASONBORO SOUND ROAD' I-1
WATER AND SEWER OVERALL INDEX SHEET NO.

� .CAN.
�r
CONNECT TO RPW
EXISTING WATER LINE
EXISTING
MANHOLE
Wetland Area
Wetland Typ
/
Disturbance
W1dtb ncft)
Disturbed
etland Areas
Acres1
Sheet
Number
Wooded
30
0.12
A8
2
Wooded10
6Tempomry
Dom
A3
3
Wooded35
0.02
A4
4
Wooded
35
0.07
A4
RPW
Ditch
20
10 Unea Feet
A3 AG
Total =I
0.223
Apes
DiLET n
k770N
� ,eM FLOOD PLAIN CAE ZONE)
MAN.
Nrauals
awe
4
J WIA#2 EXISTING
.,I, .. I MANHOLE
�— COASTAL AND .404
- INTRACOASTAL WATERWAY
NEW HMOWR
nRs�
— N —
ao
ICR4 i LV1A
4
EXISTING
MANHOLE
rL
CROSSING BY
� 1
t
DIRECTIONAL
DRE.L %
/
J RPW `
NNaNaoEs aM
�( �r -�
REC
NJ
r iYc
WIA#4
wIw#3
�
r
L
E EIVED
JA 011013
- z -�-
n° I °
W► MINGTON
NC
FINAL
DESIGN — NOT RELEASED FOR CON
M .A.ln sTRE£T
MLEt40 Fa Mrz
MIPNGRW. NC YWI
��
a� oB2
rnP1OVH5
�DICKSON
IWSM.SM. Vt
axs.�
1W
NMN CvdM
rnnmwlLY Fh°eLvcWro Ilml S-lM c—MO
CWSIRUCIE>I
11�13/]01°
y910
NC yprlg NO. F-CSJM
MECCA° DM4
f� NLAll
i=O OFE451p�1w '
MASONBORO SOUND ROAD I—lA
01r9°+ 1 PROJECT LAYOUT
N0.
WATER AND SEWER

CONNECT TO EXISTNG WATERLINE 6• C900 PVC
1-6• TAPPING SLEEVE AND VALVE WATERUME - 't
_ -
} g A- M75 L{ 4H A 2 -
gg O O - _-. _ 323 : 6. 45' MJ BEND
p4b E 23{SBBS.a 4J BENDS O I 61 0000 PVC
8 N O O ST' 2346203.5 .I WAitBM11NE y 20' CONCRETE - -
I
N � P332156. - 2 - EN 45' }1
937 305 N - 1530058 2' GRAVEL OPEN OPEN CUT AND
E OUT AND PATCH 430 lF OF 8 I g PATCH 7d(
INSTALL 0• WATERLINE 41N. - .. -. - - � 380 DIP
�'-
t Ir BELOW EXIST. CULViRTs
2
321
3 a o.r 334 �> T ! BT"_ uteo 6 $� 30 LF OF 6•
E e 2��wi.B 1 i� Pc 350 OP
r _ t
.2}M_ { a'aX S 5.7'.
�#-
6Yx e_4ran H/11517R.-_:-,eJ N.1
(60' RA) L PtPG - - u1MTY
R A
^`�. EA BREEZE BLW S 1578 6:0 a. •c 4'x,tit y' u`�O�T`
Uri
T 6�' r J o. .+ w�—q�.^: s,—a a -._. p . , �5.{ + � PIPE A 3 y(�x�:.« 6.2' _�i�f` 8• {5' YJ BEND
` 1 i ..1-1
151 LL OF 6• PC 350 DIP I: s
:T I �_ _ k y
6" MR 18 PVC FORCEMAN ;+ • , ~ t z .r ©�r�br� �p1114
,r �„ 2 - 8• 4S' 4J BENS I 3J2
W
6" 22.5' YJ BEND ! , T�
' , . AI �: ? 9 3 r� x • AIR/ VACUUM tKK
CONNECT TO B• 22.5' MJ SEND
EMSTWG MH - t� 0• SDR 16 PVC 334 -
STA - 0+00 1 ^Y, IS' ASPHALT OPEN
N 1345791. 50 A}PHN.T OPEN
% INSTALL 6• FORCEMABN MIN. FORCE MAIN �1f2 1 5.0'
E 2346791.3 CUT PATpL i lY BELOW E%IST. CULVERT
15. ' CUT AND PATCH
as 23D 6 45' M {.T
- / / i �� �I 8' CSW PVC
�: I WATERLINE _.
57N AEC SETBACK/
NOTE:
CONTRACTOR TO MINIMIZE ASPHALT CUTS TO ME MAXIMUM
EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD VERITY WYE: M:/NL OAP T
WOM AND LENGTH OF CUT NEEDED AM ENGINEER PRIOR TO -. ... - 1. CONTRACTOR TO VERIFY THE LOCATION OF p e m a IN
EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS INVITER AND SEWER SERVICES WM INDIVIDUAL ,
NECESSARY TO HELP WNUM TRENCH WOM. PROPERTY 011EER5. MM MAq i
2. CONTRACTOR TO MSTN.L TREE PROTECTION
To PROTECT TREES. ,334 Y RKgtVEL
3. CONTRACTOR TO REPAIR GRAVEL ROAD. 7
(SEE SHT. A-6)
_ • --•— _. _ I AIR / VACUUM VALVE /� f�
32
EIDSTIR6 GRADE
i
.-- SE5
• �.T,�
3 28 B WATERLINE Z 8 LP - 6 }c 330 DIP
t , . Y"` - 28
3 12, WAIERUN - —_ ___. ._ — — J 5
T j
,_ ___ ._ ___ __ __, — i _
1
... ... : 6" SOR 16 PVC FORCEMNN.
36•.MIN. COVER -� i ! �— * � v INF F *YIN, 24
24 _ 18• MIN
_... COVER .- -
IB' MIN. COVER - I _ -. J -
(f :.._ .. PIPE
A-3, 302 tf Q< 6-PO 350 D.LP-0 042E ..- - EO•-
2Q 0.TT %PE A-2 1% LF (H00 OVERNL) OF 8• C-9000 D111i ,,Ap,,
PGi� YM1L R
20
t39, LS. - 8• PC 3M DiP 59 L.P. - B'
16 CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD SEWER NOTES: 16
SEWER WARDS REQUIRED AT AU. MANHOLES. STAINLESS GENERAL NOTES: _ _ I I SEWER GUARDS RECLINED AT MANHOLES LOCATED N TRAFFIC
3 ... __<... _.
AREAS
1. NO EXCAVAIED MATERIAL SHALL BE RACED IN ANY STREAM. DITCH
12 CR ORAINAE-WAY. _ _ 2. SERVK:ES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT 12
} .... R/W LIE. SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
- 2. ME CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND I PERPENDICUKAR, OR MUST ORIGINATE IN MANHOLE AND TERMINATE
i IMUTES BEFORE ANY CONSTRUCTION BEGINS. AT RIGHT-OF-WAY UNE,
• ♦ T 3. ME CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT MID ry 3. SERMCES TYING INTO DUCTILE NON MAINS SHALL BE
a 8 $ ',. ',�' i EROSION CONTROL MEASURES W6LE CONSTRUCTION IS IN PROGRESS. g'`°, _ _ _ . + CONSTRUCTED BE CLASS 3M. DIP. WITH PROTECTO 4O CERAMIC 6
f .. n a r r PDXY UNINC
;U I '+ R 4. ME CONTRACTOR 15 RESPONSIBLE FOR STABILIZATION OF ALL - { E' S
Y n I DISTURBED AREAS. ^ ^ R ° i m n 0 UTKMIE EASEMENT PROVIDED ALONG ME FRONTAGE OF ALL
4 - .. V < S. ME CONTRACTOR IS RESPONSIBLE FOR LAY DOWN k S10CK%lE a 'qrv° n ^ �•+ LOTS AND AS SHOWN.
` yFyy�M 1B 'iS AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH N1 LOCAL AND a e u < < s (+ o 4
• .. ' R� 8Z`1 3n STATE REGULATIONS). zv: 3 u i < rc S. NO RE)OBLE COUPLINGS SHALL BE USED.
}
FINAL DESIGN — NOl :; LEASED FOR 'CONSTRUCTION
0
-i+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
a^,w^uwee,�
a 3 T, Maio]
ZN
MASONBORO SOUND ROAD PLAN & PROFILE
024964SEABREEZE BLVD.
WATER AND SEWER STA 0+00 — 8+57 _j

-� - -- i
a �- -
RD
Lj
40
`1511
Lo
yr.�c
F� 9ui
i
-- 4
a j h
AtC
v.�.t.
vi�.n
l'4
ce
A-3
iEET A—,
CABBAGE INLET `-
PUMP STATION L j
M u T sm¢)Dlvvx
xnusrn ma as
_
sa xc xew,
,ys
=o)
DICKSON
�w.�
it/10/bl)
NC IXtXY MHO. i_Ol).
�fSOD WG
MASONBORO SOUND ROAD
WATER AND SEWER
3 ECE
JAN 0 2 2013
ACM WiLMI
NGTON, iV
DESIGN \,OT RELEASED FOR CON TR! TI N
INDEX SHEET FOR AREA A
I-2
N0.
I

PROPERTY OMNEO BY 6' C-900 FORCENAIN
CIARA N. FALM MRS y� '
ALL TREES TO 6E REMOVED
*THIN LIFT STATION SITE
2 - V MAGNOLIA r w4r
2 - Ir OAK '(1
3 - NF OAK
1w - om
12" - MAGNOLIA
m•-om-__
CABBAGE MET LIFT
STATION NO. 1
STA. 0+00 �•,MIS
N - 1523n6.3 yIH.xs
E 23M621 6
(SEE SNT OT 1) `.. .;
30 LF --(2) 24' CL 0 ROP CULVERTS, /
NTH 24' FS.S ON C0w1STRE" END. %-
INV. R - 11.0.lNV. OUT'. 10I2 (1.90R)\
` iB Sy OF d
SYNTHETIC 1MrnNG
aaa (l\Ea oAM (TYP
PROPOSED 6' C-900 \�
PVC WATERLINE 1
RDEr 11 fl ! NOTE, STANDARD SEWER NOTES:
..` L 1 DESIGN ELEVATION UM NG SIOND29 FOR R000 PLAIN IN NAVD88 TO 1. SEINER REWIRED WARDS
REWIRED AT ALL
LOCATED M TRAFFIC SS TEAS. SS STEEL SEWER GUARDS
�' _ DESIGN DATUM NGW29 IS t0.95'.
W
IFLOCAR - �5i ! 2 SERNCES 9u BE PERPENDICULAR TO MAW MO TERMINATE AT R/W UNE N I J SER CES N
{p( GML-DE-SACS ARE REWIRED To BE PERPENDICULAR, OR MUST OWMATE W MANHOLE
(l RNOVIER ! FIiWTECTdt - 334 f I _ 'AlJ _ _ " J AND TERMINATE AT RIGHT-OF-WAY LINE.
3 ALL NTN�S TYING INTO DUCTILECERAMIC WON MANS SHALL BE CONSIRUCIEp 6 CLASS J50.
//� DP. wTH PROTEcto wl cCaAMic 19oKY LINING
- _ , {. IW UMITES EASEMENT PRONDED MONO THE FRONTAGE OF ALL LOTS AND AS SH0W.
\v — 0 �
323 � ` �> - _=_ S. No FLEXIBLE couvuNcs 9uu BE USED
MH
STA: 575332 I E2
... 34695LO ' -
79199• OPEN ai
7915
i
AND PATCH
45.4.
:. yD-
MI)Er+ R( r1p =
D `` \ TREE TO ) / , , - 's#I-" z+63. >ll` •,.. '— PIPE A_'�_
N y152S5
2 .__�R� PRE A-10
\ is
' . PROPOSED 3W
0EFCFC110N f ,"\f v UTILITY hASETAB1r
PIPE A_ : a' ; ` 1+ / �` ti AL a? TEMPORARY SILT T % suuE full
r 'F. . v w V^ ,lr _-.(Tl4)TREE PR0TECi0R - a P m N *-
:. -- ,• oLvuq —: W A 9
lL.-.. `' �V�in 4WMDIYR M A 1531u0
-� � E � 2NTIA3.2 ROCK CHECK DAM M
SYNTHETIC VATTING - y4 !y� y.''� -- -
ROCK CHECK DAM . TNEE0� ,/per' Y_ _ _i iI NWHW'� CAPE FEAR PUBLIC UTILIN AUIRGROY-
c, T ,i - �� A GENFRAL NOTES: Ak
STAL BLI.TER FROM MHWE '� \' 1. NO EXCAVATED MATERIAL 9HN1 E PLACED IN ANY STREAM. DITCH OR DRAINAGE -WAY.
NOTE: 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNOEAG RO IND UTILITIES BEFORE ANY CONSTRUCTION BEdNS
CONMACCORI TO MINMIM ASPHALT CUTS TO THE MAXIMUM
gM W00 AASHALL. A 6 / EXTENT PRACTICABLE. CONTRACTOR SHAFIELD VERIFY 3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEGMENT AND EROSION CONTROL MEASURES *HIRE CONSTRUCTION IS IN PROGRESS
*DTN AND LENGTH OF CUT NEEDED NTH ENGINEER PRIOR TO F
N 132307.0 N 1 .2� EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS A. THE CONTRACTOR IS ESP0N9BIE FOR STABILIZATION OF ALL DISTURBED AREAS.Alk -IL
E - 23E6795.5 E 2 9. NECESSARY TO HELP MINIMIZE TRENCH WIDTH. -
S. THE CONTRACTOR IS RESPONSIBLE FOR LAY DOWN ! STOCKPILE AREAS M ARRANGE AND INSWE COMPLIANCE MITI ALL LOCAL MO STATE RECULATONS).
16
16 : IN YR VE FLOOD ELEV _ _ __ TS_-_ _ _ — _ -
I� _ _ _ ._ _-_ _ _ _ _ _ _ _ _ _ _
I
• I
i
I
12
w
12
0
PIPE A-10 396 LF OF 10" C-90D0 0.281E
PIPE A 7 132 LF i t
4 PPE A S 131 LF PI -
.. 1
(Y b b Z (L/pI/1' —(e)
6 ry rbn�pa IbTJIN 26.� II Ta�AB 1 TYu....
g — o SNB�dry<.AA
h-t{.1� ..F<h 1.1 ! ��'a? CULL _ F�i..o. ..I
+-6�n �x Z ~ w W A+
3 �¢< 3 mow« b `< s ililtltlGfo -0
'aa P' I i I T rINAL, DESIGN - NOT RELEASED FOR CONSTRUCTION
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
u :Mm0-
IL
YM YMd1ET SIRFLTI
MA`
� rIw
He IWOI.,�1
M2-.NODDICKSONnimucnaP
IDAT'NI.MNG.
PAR
MASONBORO SOUND ROAD
WATER AND SEWER
PLAN & PROFILE A-3
MASONBORO OUTFALL
STA. 0+00 — 10+50 N0.

7915 �
F \
IT NOTE'
I. ELEVATION TONVERSITN FOR ROOD PLAIN W NAVDBR TO DESIGN
17+
00
19+00
A-1H+00 yWpD � Z2+00ITT
j N"
I AL { 5 _
PROPOSED 35' tt , . , � 'n- �n S!' ir� t. b�J^'�.yly Ja_ - .n�.- .3—�--,-�--�_ •�
\\ _
WETLAND NE ♦ ivtt EASEMENT ,' ,AL
AL
..
DAM. TYP. "F' I
NOTES:AV
C
1. ANY EMIHAARY FU5 MUST BE REMI W NOR EAIIRETY AND THE � � .. -.. PROPOSED 35' UIUTY EASEMENT �,/CAP � AR AlI In ITV AUTHORITY "
AFFECTED ALAS RETURNED TO TIDR PR(EMSWHG FIEVATDE HACK FLL \ NOTE: -. MN A-12 ...
TOP ,Y a< 1RENC1 WR OIIONK Sql MATERIAL . CONTRACTOR T1Q I ASPHALT CUTS TO THE "MUM f STA- 1"43 GENERAL NOTES:
2 111E IFYPOIMY PLACEMENT 6 E%GVATED p1 FlLl YAIESM.LL N WATERS ` EXTENT PRACTICAtlLt CONTRACTOR SHAH FIELD VERIFY - J N . 15f050.H 1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH
OR W:T.NOS 1RL BE FDA 1HF CAVIATE YYWNAI MTER 6 TIME NECESSARY \ MDTN AND LENDTN OF CUTAEEDED WM ENGINEER PRIOR TOORAL•AQA�Yu U�HTATT E . 23f7'Saf.O • DR OiAWAOE-WAY.
TO AOMP SH NE WORK. SEDIMENTATION AND EROSION CMNDL MEASURES MIMI EXCAVATION. COi TOft SNAIL USE TRENCH BOX AS
HE REMOVED AND TIE NATURAL GAME RESTORED WITHIN TWO MAINS AFTER THE NECESSARY TD NEU, MI M TRENCH WON. - 2 ME CONTRACTOR 19 AESPONSIME FOR LOCATING ALL UNDERGROUND
gM51g1 OF NANO RESWRCES HAS REIEASfO 11E PRO.ECT. - PROPOSED
AL UTUED L'.NE Mil NE CON RECTOR ANY CONSTRUCTION04SFBEGINS.
3. EACH WONWAL CROSSMG WILL BE STABILIZED WWEOAMY WTH RED TOP GRASS EASEMENT
(IWORK TI5 ALWAI. 7 LRL/ACHE UPON COMPLETION OF THE GROSSING, STMRI}WD i.... WIDTH VARIES a e m a W 3. ME CONTRACTOR I$ RESPONSIBLE FOR CONSTRUCTION
TEMPORARY IS IN PROGRESS
AND
WIN NON-HATM: MASSES (L... FESCUE. ETC) IS PROHIBITED. \` EROSION CONTRCONTROACTOR
MEAAIRES'MMIE CONSiRUCTWN N IN PROGRESS
` ^ ^ �.`. - _. -...� f. THE CONTRACTOR IS RI:ETDI15RlE FOR STABILIZATION OF ALL
{. KIMA1Ellt, MANTANET EASEMENT COMOORS 41.tlG BE PESiMOIED TO THE AIL _ BUFFER
FROM
N W1E 30
IMARIY WDM PRACTCASE Alp SHALL NOT EMCEED ]D FEET Ie YETEII3) N . Y i ./ '^ _� `.. -' w-,T BUFFER fAbH NNW gSRetBEO AREAS
wmN. STOCKPLE
.. ... ,.. ..__-.- - �....... _. .... ... ._. . _._ S" SAS (TTOO�ARRAANGE AND INSURE COMPLIANCE WTN ALL LOCH. ANDncn
! STATE REGULATIONS) Ic—
..
--- --- — —'. —
TaDIELv
Do_�L— — t
i N
12 .._ _. .... _. ... �.• -- '.' WETLAND AREA - I I
TT -
.
d
. ...�
I I
4 JANO E }-
rt 1 A_T f�
+.._ y,
PIPE A-12 305 IF OF8'C-90O OfOi •,1 K.
P A-1 1 K
O VSK PIPE A W 3HBI LF OF 10 -H000 0 28z STANDARD EWER NO1F� 0 O
1_.. - 1. SEWER WARDS REOLARED SEVER All- MAN"OLES. STAINLESS STEEL
GUARDS REOIFED AT IT MANHOLES LOCATED
n 'S:Y AREAS. AT IN
- { P
NS SNAL BE PERPENOICULAR TO MAN AM ERMMAIE AT
2. $FRCR I : 1
o I < M n a o N y♦ PER UK. $LARGOS W MUST
ORIG-SAC I ARE HO E AN T BE
AT PERPENDICULAR. OR INN. ORKAIATE IN MANHOLE AND TERMINATE (4)
AT RIQIT-UF-WAY LINE. -(8)
&RIB..
3 Al DIP.
oF, CLASS
IANS350. DIPTO WC IRON RANSHALL
a CONSTRUCTED G e 6 . WPROT W1 ECTD CERAMIC
EPDXY LINING.
S AND A EASEMENT PROVIDED OED ALONG THE FRONTAGE OF A
12 I I ii ... LOTS AND AS SHOWN.
aC
—� �.-� ...: � ...-�. I � � ' •. 5. NO FLEXIBLE CWRUNC$ $HALL BE USED.
It j
_ .... + :.
_ 76
{ — + r RNA(. DESIGN NO ( RELEASED FOR OO�JSIIRU�TIQN
t1+00 12+00 13+00 Ia+Oo 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
awA I`IM' AT • T I
pPiI RAN ORDAIN S
AVI
RE MSS
ftF.R510NS
, `°—
plAiaRn
fIWII
NM
WA�Ai`H� fiSFWn "M�W-"— •
3WHRb-T.eIAEHlMtbNi.
NNIYN9�prpWNENA!
qh. leGw
STW•��MN
IAR0t
A -
2
mt
ww,DRTHIlKc,wcKHwSacOmm,N
IWNWMM°HPWWFPxOI°L5.E
_
MASONBORO SOUND ROAD
WATER AND SEWER
PLAN & PROFILE A-4
MASONBORO AREA
—j
STA. 10+50 - 22+00 NO.

/ (SEE SHT. A-15)
n' / 7719 w A-l6A j„� OUT AMDD PA°ATCH
STM Jtf56
STANDARD SEWER NOTES NOTE: M1 A-16 E . 2J4762A7 ���5 FOR
STA- 2 15. eo LF OF 6' I WATFA MAN
1. SEMEN GUARDS REQUIRED AT ALL MANHOLES STAINLESS STEEL 1. ELEVATION CONVERSION FOR ROOD PLAIN IN NAYD86 TO OESIDN „ aw - E 154915.3BORE & JACK
PPLLLIAAIHNN555
5 SEVER GUARDS REWIRED AT MANHOLES LOCATED IN TRAFFIC DATUM NGVD29 IS +0.95. 7 -iia. nM 234775& STEEL CASING �� }
¢G AREAS. " -. yb° .. _- T
EE
CLLAR TO MAIN ANC) TERMINATE AT
•[ 2. SERVICES
LIVE. -AVR, OR IN CUL-DE-SACS
ATE w MANHOLE AND TERMINATE 7803- __._ {. 7735 •� / 7727 ? .••• wW.i '^` �.. y�': ;. p ," 6rS. d s' OFFSET
w/ 1 •
2ti PER LIVE. SEANCES IN MUST ORIGINATE
ME HOLE AN T BE . ,.pp �eq _
6 AT RIGHT-OF-WAY UM. l -� e' :.a�A,0 TREES TO
ALL SEANCES TYING INTO DUCTILE waN MAINS SHALL BE `'��' '—"�,i , LS f'3' T.✓ BE REMOVED
sY!q CONSTRUCTED OF CLASS 350. UP. WTH PROTECTO 4O CERAMIC -- �y - w ram,•. �." _ ��., PIPE A-H6A a
E}qa� EPDXY LINING. - .''-_• •, _
Yp�94. 10' UTILITIES EASEMENT PROWDED ALONG THE FRONTAGE OF ALL '
e LOTS AND AS SHOWN. --- - �._. /e (TYP)/ a �..^Hld
I A 4,
j.@ j a
CBE s. ND DFlOBLE couPLwcs SINALL LE USED.
� 76
EASEMENT
PROM" 25'
575' AEC SETBACK .4 M1 °' �i •ry - 10' SEPARATION
• "�-_ I .t UTILITY EASEMENT
+ PRDPOSEU ffiH°..w-sl
nu n... 25' UAUTY EASEMENT E T EEOW OFF
-- 23+00 24f00 A-I4 00 -- 26+00
2+00 27+00
z PHPE A-15 u:oo L 7639
W ',� _ .__ ,A -a 10' (�) _. H s-IW - yy y 20' UTIUMEASEMENT
STA.32.48
E - 2347914A
TREE vRDTEcraa TAk M � 09 7705 y 1
7501 I N. 15442&2 E 2 ]8000 STA-V 28+38 1
ROCK CHECK OM (TYP.) E;- 2347686.4 Kµe „eR N 1548668 I I
E • 23+791o.J 7639
NOTE. 1
CONTRACTOR TO MINIMIZE ASPHALT CUTS TO THE MAXIMUM rePF FEAR PUBLIC lT1UlY AUTHORITY
EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD VERIFY . 1
MOTH AND LENGTH OF CUT NEEDED WITH ENGINEER PRIOR TO 11 GENERALNOTES:
EXCAVATION. CONTRACTSHALL USE TRENCH BOX AS I - OR
NEMSSARY TO HELP MINIMIZE TRENCH WIDTH. - �
3 1. NO EXCAVATED MATERIAL SHALL BE PLACED IN MY SIREAN, DITCH OR DRAWAOE-WAY.
A - - •_.. —.._ 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES BEFORE MY CONSTRUCTION BECNS.
y 20 3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES MALE CONSTRUCTION - (. _ - - - 20
IS IN
3 6 5. THE CON7C PROGRESS. STATE E REGUL�LE FM LAY®OOVRN h STOCKPILE AREA ( ARRANGE AND INSURE COMPLIANCE WITH —^ t
4. FIE IS FESI�ONSVBUE FOR i
ALL UGVM,
I
S TO 16
._. �.. ROD YR.ROCO'ELEV _. .._ _- _ _ _ _ _ — _ — _ _ _ _ _ _ _ _ — _ _ —
2 12
RECETVE 12
PIPE A-t68 90 LF
OF. B•G-DODO 0.1
PIPE 1 IB
__ _
€ 111 _ 13 g
�D -
PIPE 80 LF OiBpRE h JACK -
4 PIPE A-1 2 OF 8'C-9006 0. (BECN ]0+10. ENO 30+]G) II
' PIPE A-13 400-UF Pip A-14 2 fi OF'. 8• C-SOON D.40X _.. -
<b be
_. CI
+ ... rSl$a.L .:. .Fz'I°•`E<4 �r'Em< sal �'
-4
g n TAT'+
` _g 'r w NCI ]-12
—t2 .... - .. ..-_..... .. FINAL DESIGN - N0 ( RELEASEq FOR CONSTRUCTION
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
.a•.HNCAgd''•.. Imo\
Aw
W
Y..<N.I
��
A"'ILOWK
PD.AY
9MYAKKET:wuT
MYMG1Ql AIL 16W1
bDTm:-emo
DD{CKSON • L�aae """ L"""
T.u�aw
„, ,,, ,,,,, rwnilml• L>W
r< uaHx Ko. F-0lT4
Rl[Aw9 fall DArz
MMMYIL9
.OVAL
LK+Fnec.N
A[CgW PAG
° `F+ •`±
'T
6
62ue1
r �Y..
+„fiER .+
MASONEORO SOUND ROAD
WATER AND SEWER
PLAN &PROFILE
MASONBORO AREA
STA. 22+00 — 32+48
Z
• ^�^—'"
Y
REASONS-"p.,NPJ

� v�r
U�1�
au� � u
_
909 YMRE' T SMFEi
MUIINGiPI YC iM01
IWK
DICKSON CPk� lPxtb�F YeIN 6'Wa
wlitY +ihatWClvro imeWl If aJYi 9w�
(t[ I)(E11$C IW f-
i1F�4D fW I W£
KvapT'41
td51nJCTJ1
���NA
Gyb w.a
IGt
®Tw�
It(15/1Jlf
PLAN &PROFILE
exu - MASONBORO SOUND ROAD
axaae� : MASONBORO SEINER EXTENSION
WATER AND SEWER STA. 0+00 - 2+41 NO.

I CAPE FEAR PLBLIc LTILIIY AUTHORITY
1. CONTRACTOR TO VERIFY THE LOCATION OF WATER AND SEWER GENERAL NOTES,
SERVICES MI INDIVIDUAL PROPERTY OWNERS NOTE:
�,CUSTAE
2 CONTRACTOR TO INSTALL TREE PROTECTION AS REQUIRED TO T. CONTRACTOR TO MINMIZE ASPHALT CUTS TO TIE MAXMUM 1. NO EXCAVATED MATERIAL SHALL BE PLACED N ANY STREAM. DITCH OR
PROTECT TREES EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD VERIFY DRAINAGE -NAY.
ELEVATION CONVERSION FOR FLOW PWN N NAYM TO DESIGN NgTH AND LENGTH OF CUT NEEDED MINI ENGINEER PRIOR TODATUM NOV026 IS +0.95'. EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS 2 TIE CONTRACTM IS RESPONSIFIIE FOR LOCAINC ALL UNOERGRWNO U1R/11E5
SNORELIE 30 NECESSARY TO HELP MINIMIZE TRENCH WON. BEFORE ANY CONSTRUCTION REGINS.
,1 BUFFER SHc MHW L CONTRACTOR TO REPAVE OYSTER BAY AND MULLINGTON LANE.
/-� I , \\ 3 THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND EROSION
CONTRAClO II BOTTOM / .^ �I 205 I'. C TROL MEASURES WHILE CONSTRUCTION IS IN PROGRESS.
OF DOSING M 94 � / ' `. ROCK BECK OAu (TYP.) y A- 4 2O9 SURE 6w 4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS
• IN 2 213
` CRY ST=. 5+46a o m to m S THE CONTRACTOR IS RESPONSIBLE FOR LAY pOWN ! STOCKPILE AREAS TO
E 2534 45.7 N ARRANGE AND INSURE COMPLIANCE WTH ALL LOCAL AND STATE REGULATIONS).
r�` 152 LF OF ICF CS00 PVC i
,t TEMPORARY SILT FENCE ¢ BORE ! JACN TEMPORARY INLET 221
PININCTIa (TYP.) 217 W -2g
W/ is- STEEL rrI O STA­12+go
/ CASING ' R N.15135CIT
IN A-22 .% i 40' UTILITY EASEMENT - SS ..
152707D '�' EXTENT OF RE -PAVE ; W A-29 IEMPDINART INLET 225 E-Z 46300.6
TA. 1+60 ,y I STAr 7+77 PROTECTION (TYP.) WNYy�, pM,
- _ N 1517861B SANITARY SEWR VENT RPE
. 123M52307SS ' 2 T r 47 yL(.t " • 'P"'
b. I
a
i .A') ' �e � .+E� ,. t.—Sy- MANHOLE. SHEET
v'} E . ]K512t - (SEE DETAIL, -VENTED SEYi.A
- 4 5,w }-} 8 PIPE A 25 2yj #
1 ( / 3+00
M_ i� 1mt - A r .A'i. ( p~' �-j;_�*,Do L s �7b•'. f +; "r. �r �'' a
w��i-'
IIIN
6. Co PVC x " F{ ' qF." AA�10P &I Y _. Ww�.". �-"'_^ �J�
uJ eErm pWATE204 C w
srA- e+lz 1, 9 - . ' t A�
` TO EXISiNGO WAIERINf S Yn A-2] V 35 UN E+' �VV
. OEWRECT PER . AN A-23 a"- 208
REMOVE EXISTNB 4' G AND w41� ME %e.
W MAMJFAC S STA. S+g2 CONNECT a' C600 PVC WATORRE _ O MH A-26
t
r; 4.,.... AEE,EH• �ONS N 132131.4 --- _ N - 151786.E
E . 236Y''7 STANDARD SEWER NOTES: E - 25M4"
N3 1 1 ��
1 F y t. SEWER GUARDS REDIIWEO AT All MANHOLES STAINLESS STEEL SEWER CUANOS _ ••� F f rw"T j '"'t 60 Il a 6' C000 PVC AMTI-SEEP CpAM
; s A W - ORIGINATE N MANHOLE AND RE REOTE AT RIGHT KR WAY NNE L `- > i S -. W 6BORE �SiEE1 224 JACK NOTE, - - ..
\ — - RECURRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 'err
M, 152424.4 G 17 - THE W50. E FOR FILE WON FROWEINM
IS
2. SERVICES SHALL BE PERPENDICULAR TO MAN AND TERMINATE AT R/W LINE. ._ _. _ - __... CASING _-._ AT 13+50. 111E PROFILE YETI FIipN STATION
SERVICES IN CIJI DE SACS ARE REDIATLFD TO BE PERPENDICULAR, OR MUST W A-27 `. _-11+50 TO 13+'JG IS SHOWN ON BEET A-6.
T 216 N ._15151/20 -
t t "•7:.. ..'°'^...-. - .I e E 234646E
3. ALL SERVICES TYING INTO YIECTIE 01 C MANS SHALL BE CONSTRUCTED OF
aAss 350, DIP, MTH PADTECTo aot ¢AAwc EPDXY LAMNc. R _ 220 -
4. 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS �^ - ✓' '- r
SHOWN. .. _
E HT. A- SEE SILT. A-13
20
20
16 ~— ? 16
_ - ,
12
12
+h
i
AR ��8
It'dDMINc 6' WATERLINE
j 3 EXISTING 15' RCP
o
<. .._ _ .._._ ...... ._6WATERUNE j ,EMISTI EXISTING
EXISTING 12 ' C 900 b .. .
STA . 4+30 ^ -.. ..
!-(BEGIN tOtB6 BORE
MTT 2T) AIII INV - S.w +
Q . I <
log LF
... _ g...
PI Q
PIPE. A-27 253 LF OF 6' C-ROD O O40K
PIPE A-26 b0000 0. 40K
,� PONE A-24 11(4 Li OF t 0' C- -- 0 0 25% PIPE A-25 2Jt Lf OF 10' C-900 O 62b1i ''..
O28x-9090.O,30X
.. 4
PIPE A-23I01 if 10' G. m o 152 tf OF BORE W JACK i+ a n i
_6 •-r $ii Ysi�?y�^i (BEGIN 3.90. EN05+42)F<n�YY I3IIeY b<.ii-... _....."�+§H HI Ad.1.�N(j Es.EI -8_.-
Y 1 a N ♦b -.F '<-�Ytb 1Z I I 1 < F��.D ,
3' in6 _•- <� ¢n¢ ; N¢S° ¢S <=b�N. iv n... ; b « ; VT �,`
SS ASS —12
—12 FiNAt- DESIGN — •.NO'T RELEASED FOR CONSTRUCTION -
E _
2+00 3+00 4+00 - 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
.CP•,.
WCAPa "•.,
__ ooR NNIET sTAElr ^L:t.xO r°R DALE �T' Es �i`c PLAN & PROFILE
FAIL zv .� w.ux,cty, nc :awe
WK p,o)+e2-.:o0 "°9A0'T ° 6FAL MASONBORO SOUND RCA;
�DICKSON ®°"e 024964 OYSTER BAY LANE
oN Lam"'"""° p WATER AND SEWER
1W 1MWtar SrN CbNna CbRNUefW 1 'FAN R'T`
AI -IN. m "0Y H e ucLu• - STA. 0+00 — 13+00 N0.
REVISIONS ,t/grywr Vc LaxY HM i-aT1. IWrnIm oc.R N�O�;`

UE.
` N ..o e� I;}S�/p r i:.-, - c NOI
_.. ^•I__v .ay-.CSN7. -11^ I. ELEVATION CONVERSION FOR FLOOD PLAIN INNAYOBB 1 DESIGN ` J
302 300 byi T 7 �- n 7 y�- �—
T-•.- -�- r.•wa +1 L8 � � i ` DATUM NOM29 IS+0.85•. ���ti
W PPE A-3A ,. Y7c-= NM.T...a. III w' ' ! ti �t _ /� z �
- Is
8 EAAE
0004ASE
_
\R FNAE ININ
g5W A 2903 e ; -�' AN Alsiit 3�T �, ,...1 NONE: 724 cwTsrAL
N 1510820. E . 2345083.1
E . 23461665 f J I .:I t. TERCONTRACTORSE 70 VERIFY ME LOCATION Of _
T +B1 " WRIER AND gRER SERVICES AM INDIVIWAL SC�AE BAR
-.. _.
\\ I I 2. CONTRACTORTO TREE PROTECTION
AS REWIRED
TTO PROTECT
TREES.
WETLAND GENERAL NOTES:
ANY IEVPp AR' :',LLS YVST BE REYONED w MFW ENTNETY NO 111E
I, m 307 AFFEETEO AREAS REURNED TO THEM PRENSTWD ELEV4nDC BAN FILL
EXISTING 6' PVC WATERLINE LOP I]a TNEN. WTN MIGNAL SOL YATERI.M. '
2 BE TEMV(HARY PLACEMENT OF EXCAVATED OR NLL MATENAL N WAlERS
N KTIANOS AL BE FOR THE ABSOLUTE MINIMUM
FERMI OF IME CESSARY
SJS• AEC SETBACK t�.
TO AGCGMPD N THE MVRX AL GRADE
RESTORED
AND EROSION CO MCN S AFTER
SMALL _
BE RE PL AND TIE W SE IMNT PON AND
WTNN 1W0 MRITM AFIRE THE
31Y UTILITY EASEMENT \ i DM90N 0: LAND RESOURCES HAS RELEASED ME PMOECT.
I 3. EACH INDIYDIMMEDIATELY
MAL NOSING ALL_ BE STABUZED AM RED TOP GRASS
161�., 1.` ... )AgSR Yw0s9cSTA$UENG
MM NM-NAIDEA �M.
, ^ .
iFA1NARY SET FEmm -
�— �I - �. I • PERMANENT. NT, MA PRANED BLEFAND HALL NOT SHALL 30 IlEET (9 M TO I
1 4Y. MINIMUM RIOM PRACTICABLE AND SHALL NOT EXC® 30 FEET (P METERS) N .� Y
335 3W UnUTY EASEMENT
u
CONCRETE ANTI -SEEP DOLLAR
r'" TRH•'@
VIDE i H ON SHY.
SEE PROFILE,„
v , STATION 20+00 (
y v • I MATCH LINE 1. CONTRACTOR TO MIAM IZE ASPHALT WTS TO ME MAXIMUM S
Et ._.—; .__. . �--� .• -�_ ....-•tea--.� .. .. EXTENT
PRACTICABLE. CONTRACTOR SHALI� FIELD VERIFY
AND LENGTH OF NEEDED MN MONEEE
PRIOR
TO
EXCAVATION CONTRACTOR USE BOX AS
NECESSARY
CONTRACTORLP W2TRENCH MIDTH.
CAPE AR PUBLIC IT 7Y AUTHORITY 2REPAVE WNOCH SE LANE. 3
},
!
Q^"% GENERAL NO c: . (SEE SHEA-9) y5 a Y�
E Sgt. A-7 t. NO EXCAVATED MATERIAL SMALL BE PLACED w ANv STREAM, piCN SEE SHT A-9
I 2, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDEACROUND
I UTILITIES BEFORE ANY CONSTRUCTION BEGNS. _ ... ..........
• 3, ME CONTRACTOR IS RESPONSIM FOR TEMPORARY SEGMENT AND - -
18 EROSION CONTROL MEASURES IRMIE CONSTRUCTION IS IN PROGRESS. - 100 YEAR FLOOD ELEVATION �.. -_ . _.: � WATERLINE _
C THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL - �' { COVER
DISTURBED AREAS. _. II
14 5. THE CONTRACTOR IS RESPONSIBLE FOR LAY DOMN A STONPRF •Y A- t
.:. AREAS (TO ARRANGE AND INSURE COMPLIANCE NM ALL LOCAL AND
STATE REGIMTIONS). _ . _... •.. _.. .�: _ -
/ Z
2013
10
WE AND AREA a.9 C 9p0 289 LF OF 8 C 9000
PIPE ItUCI Y
_. � � I. .. _ I ..: �€
• :.. .. .. ! EXISDNO 9- 1TATE LINE .. __.. ',,
14
STA TH6R A ii m n ..
2 SrA . Nr00 STANDARD R NO C < * o u _ q _ y 10
PIPE A-28. .._ _ __ .. 1. SERER WARDS BEMIRED AT ALL MANNOlES. STAINLESS STEEL ; 1 M M I I K (�EI�i 1
60 LF OR BONE i JAN i� A-29 A >t OF 6 C-9W 6 0.AOSSENER WARDS REMIXED AT MANHOLES LOCATED N TRAFFIC Rn.
/ (BEGIN 10+61, ENO 11A21) OF 8" PIPE < < <
_2 PPE A-28 C-9000 D.AO1L .q.. 2. SERVICES SHALL BE PERPENDICULAR TO MAN AND TERMINATE AT 'a'n _ 11 Al �.j 6
♦ �i 3 N N Yi L!� J
' R/W LINE. SERIXCES IN CUL-DE-SACS ARE REWIRED TO BE `(
PER OIW ..AOR MUST ORIGINATE N MANHOLE AND TERMINATE
�� A - - /. I
n av h yr : IXEiE ANn_errP i 00E E E E F 3 ry M E X CONSTRUCTED OF CLASS 350. DIP. RtM PROTECTO 101 CERAMIC !- 'T fL.l91I GTON N _ Y. 2
m . z Y
m-�� L911AR (1W) ; n_� } i R.� 1 �XSERVICEG TYING INTO DUCTILE IRON MANS SHALL BE ti -
- -
4. IV UTILITIES EASEMENT PROVIDED ALONG TIE FRONTAGE OF ALL
LOTS AND AS SHOWN. •..:.... ... 1.. -
I I
—10 S. NO FLEXIBLE COUPLINGS SHALL BE USED,..
as ss FINAL' DESIGN — NOT ELEASED FOR CONSIIRUCTI N
11+00 12+00 13+00 14+0 15+00 16+00 14+ 15+00 1 +00 17+ 18+00 19+0020+00
cTATIr1Ai 11Ni117 = RACK STATION 14+12 = AHEAD
OI s.I[w
F�
RTicTuiMITI
RAf$iT iANAOMn
"`
la ODMINN
iQ�— A�S�
1/a5/]NI
_. � � I. .. _ I ..: �€
• :.. .. .. ! EXISDNO 9- 1TATE LINE .. __.. ',,
14
STA TH6R A ii m n ..
2 SrA . Nr00 STANDARD R NO C < * o u _ q _ y 10
PIPE A-28. .._ _ __ .. 1. SERER WARDS BEMIRED AT ALL MANNOlES. STAINLESS STEEL ; 1 M M I I K (�EI�i 1
60 LF OR BONE i JAN i� A-29 A >t OF 6 C-9W 6 0.AOSSENER WARDS REMIXED AT MANHOLES LOCATED N TRAFFIC Rn.
/ (BEGIN 10+61, ENO 11A21) OF 8" PIPE < < <
_2 PPE A-28 C-9000 D.AO1L .q.. 2. SERVICES SHALL BE PERPENDICULAR TO MAN AND TERMINATE AT 'a'n _ 11 Al �.j 6
♦ �i 3 N N Yi L!� J
' R/W LINE. SERIXCES IN CUL-DE-SACS ARE REWIRED TO BE `(
PER OIW ..AOR MUST ORIGINATE N MANHOLE AND TERMINATE
�� A - - /. I
n av h yr : IXEiE ANn_errP i 00E E E E F 3 ry M E X CONSTRUCTED OF CLASS 350. DIP. RtM PROTECTO 101 CERAMIC !- 'T fL.l91I GTON N _ Y. 2
m . z Y
m-�� L911AR (1W) ; n_� } i R.� 1 �XSERVICEG TYING INTO DUCTILE IRON MANS SHALL BE ti -
- -
4. IV UTILITIES EASEMENT PROVIDED ALONG TIE FRONTAGE OF ALL
LOTS AND AS SHOWN. •..:.... ... 1.. -
I I
—10 S. NO FLEXIBLE COUPLINGS SHALL BE USED,..
as ss FINAL' DESIGN — NOT ELEASED FOR CONSIIRUCTI N
11+00 12+00 13+00 14+0 15+00 16+00 14+ 15+00 1 +00 17+ 18+00 19+0020+00
cTATIr1Ai 11Ni117 = RACK STATION 14+12 = AHEAD
OI s.I[w
F�
RTicTuiMITI
RAf$iT iANAOMn
"`
la ODMINN
iQ�— A�S�
1/a5/]NI
MAMI STREET
wElHWT01.I INI�
. ml-E
DDICKSON LaaYen. MPM Ceram.
emwWYHRONuvbR. aatiMla,IR FpN caraa.
NC IADIR�IMDPi-W>.
iEtEA5E0 [4A
W1E
--�
AMIpVAl1
CWRTIAICXIN
RNO W
MASONBORO SOUND ROAD
WATER AND SEWER
PLAN & PROFILEim
WINDCHASE LANE
STA. 13+00 — 21+00

i
3OO TREE PROTECTOR. TTP.
r VARIABLE WIDTH
/ UTIUTY EASEMENT 3O2
-ta 1b'ar
w '
. w
qw MMfET SIMET
9tENw*w. uc zetm
WDICKSON
1I'{EAAFp FQ I DATE
ygpp,IS
�
t�
�� ���
���
mrmunkY mlrosVuc4va mna9t9nb
• h>rao�z
•c uaRTE xn X_wTA
xcam o9a
ROTE
CONTRACTOR TO MRWIZE ASPHALT WTS TO THE MAXIMUM
EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD K FY
MO AND LENGTH OF CUT NEEDED KITH ENpNEER PFIOR TO
EXCAVATION. OONTRACTOR SHALL IFSE TRENCH BOX AS
NECESSARY TO HELP MINIMIZE TRENCH WIDTH.
Em
GAR ry
MASONBORO SOUND ROAD PLAN & PROFILE A_g
0249
2 95, `MNDCHASE LANE EXTENDED
WATER AND SEWER
STA. 21+00 — 24+27 N0.

575' AEC SETBACK
(SEE SHT. A-9)
CAPE
FEAR
PUBLIC LITIUTY AUTHORITY
28 ,
GENERAL
NOTES-
1
NO EXCAVATED MATERIAL SHALL BE PLACED, IN MY STREAM. DITCH
OR ORAIMADE-WAY .
Z
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROLAQ
UTILITIES WONT MY CONSTRUCTION BEGINS.
EMS S. TERUNIE
I1
THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AMID
EROSION CONTROL MEASURES WHILE CONSTRUCTION[ IS IN PROGRESS.
20
♦
THE coNTRAICTMIt Is RESPONSIBLE FOR IsTABUII OF ALL
DISTURBED AREAS
S.
THE CONTRACTOR IS RESPONSIBLE f'CIR LAY DOMIN & STOCKPILE
AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND
18
STATE REGULATIONS).
PIPE A-M
fif of e
12
C
340
MENT OF RE -PAVE.
MIN A-34
STA- 0+64
N : 151175-02
E 2345OZ
(SEE SST. A-11)
EXISTING GRACE
1f LF
g
0+00
+oo
N~ "S
110405111) NIX DAW
WKArnWrALA
DICKSON
NOTE
1. CONTRACTOR TO MININIM ASPHALT CUTS TO THE MAXIMUM
EXTENT CONTRACTOR SHALL. FIELD VERI�
COASTAL SHORELINE VXT LENGTH OF CUT NEEDED MIN ENGINEER PRIM TO
30' BUFFER FROM WIN EXCAVATION' CONTRACTOR SMALL USE TRENKH BOX AS
NECESSARY TO HELP MOMMIZE TRENCH WDTH.
z CONTRACTOR TO RE -PAVE CABBAGE iNtEl AND AMOCHASE LANES,
IVA
41
ME�
7V5' AEC SETBACK
PLAN & PROFILE A-10
MASONBORO SOUND ROAD
CABBAGE INLET LANE EXTENDED 10
WATER AND SEWER I STA 0+00 - 2+12 Z/NO.

(SEE SHIT, A-8)
i <.
]O' UTILITY EASEMENT
"�
NCITE-
NOTE.
L ELEVATIONCONVERSION FOR FLOOD PLAIN IN NAVDM TO DESIGN '
DATUM NGYD29 IS +0.95'. ,. EXTENT A TO SMITE A�ALT SHALL TO THE MAXIMUM
EXTENT CONTRACTOR Yf1i1:Y
MALL GINS
ANDLEN DI O To
� F
i
EXCAVATION `[R�ACR
9�i� USE tREENNCH BOXASTBAPORARY
NECESSARY
LT
�
TO HELP AWWZE TRENCH WIDTH.
' ` � 2 CONTRACTOR i0 RE -PAYE WNDCNASE VME.
- t
a FENCE 1YP.)
EXTENT Q RE -PAYE
311
`�~ i
31 S
r'
�
LAME -
PIPE A-38
P
MAO ASE
TY
a •
�.#
>
COASTAL SHORELINE 30'
BUFFER Fltan
...
310
NOTE:
Y-• ri
I,
_ 1. THE EXISTING WINDpUSE SANITARY SEWER SYSTEM CONIMSTS OF G'
MICA-i9
ST - 0!W
TEMPORARY INLET PROIECR
32O
PVC LINES WITH BENDS AND CLEANOUTS. CONTRACTOR SNAL.
CONTACT PROPERTY OWNERS IN WINDCHASE BEFORE UYNC ANY
-
-
-...
N Y3TDSiA
E -; 1346TSQ3
IRA A-39
STM
,%` BEST OEIERMINE THE TH iE ARE E S 111E EXISTING
. SEVER SYSTEM. THERE ARE EXACTOR SOWER SERVICES
j S
304
308
N ,30933.8 .,
5095
E _ z34e3 a, 318
% %
WITHIN H
SYSTEM IN OPERATION WRI AREA CONTRACTOR 70 KEEP EXISTING
CONTRA IN NEW SANITARY SYSTEM IS R STAUEp.
J
L M
R TO INSTALL
TO NMSTALL TREE PROlEC710N AS REQUIRED TO
2. CONTRACTOR TREES,
PROTECT FREES.
316
/
312
_
It
--
-
-
-
-
-
-
CE#vei
_N
W, z
s
I-...
Zo
r
--- t------
it �y
_8) _ 1. A i�MiN� ON A
y.. .... ._........I
i a i._ /",S CTION
t _
NOT I RE E SEI� FOR '
+oa t+"oo - 2+00 - 3+`00 —
TM �m
n�
su�ww
LziaeT»r�]om�rzx --
" Y I, SMfiT
\AlKWUWNC101a
(910) Z-4=ADIKSON,;m.
a,�,n�nr HNmawcw. cw.,I,ena b. «a�,
D 1E
oA-
u
UJT.
PECdO DY4
MASONBORO SOLING ROAD PLAN & PROFILE A-1
99496/ WATER AND SEWINDCHASE LANE
dEs WER
FMI

L�l L!FRIM
1�7L]
9
xm rµN4
j`yrH�R
0 MASONBORO SOUND ROAD PLAN & PROFILE
02+ee4 i I SHOREWOOD HILLS DRIVE
t��� WATER AND SEWER SANITARY SEWER FORCE MAIN N0.

_CHUKKA WAY
rw
if
1 4"
01E
LLJ
110
1024 1023 114
MASONEIOR
606 118 CD (=I 0 u
CD
RD
=2 4
LN--
RECEI
AV
K. 056.1 4
1 DAM
CD
L M' -A-
if CE
VE
INLET
CABBAGE
-A Cc tr 41#13
-IrCA4
Wl A4ilVG
AEC F.- jTHIR A V Tolv,
1.
-
W �'- SIX6T
MMIK
2PDICKSON
E �-wd
JAN 16
DMAM
FINAL DESIGN - NOT R -LE-LEASED FL CONSTRUCTION
(,I ZAn
MASONBORO SOUND ROAD
INDEX SHEET FOR AREA B
WATER AND SEWER tiG

scu£ 6AR REMOVE AND REPLACE CULVERT - r.
M 0 i0 q p
P EXTENT OF RE —PAYE +'Vo
TEMPORARY MET PROTECTION (TYP.) 9 •,'
MH B3
O ,
25
NT. 15230.3 _
. / a E 234SM&S ZO6
BORE ! BO( .6•/4,0' ���
\ W/ Is- CASING
i
9
t _ 1
ST • J \v -
STAB—0435 UTIUtt EASEMENT
e
CUT AND PATCH \ ✓/ x
PE 9_T
c,.
�GI
CONNECT TO
1oa
EXISTING L91co 0 k .•`4:.^ MH 8-2 1+00
5 NTH 1526M.5
NT• 152�� 1N.OW TS{51647 E . T345521-9 CONTRACTOR TO MINIMIZE ASPHALT CUTS THE MAXIMUM
/•.• E . 0 q \ SMBT B. 7+69 EXTENT PRACi CASUC CONTRACTOR SHMA FIELD YEMi,Y
w O N . 2152=8 ROTH AND LENGTH OF CUT NEEDED MTH ENGINEER
OR To
•.� •y` d`Ba EXTENT OF RE-PAVE�QTO E . 23456]6.9 EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS
^J L LRCTTIOAVIMIZE ��Amk T. NECESSARY TO
RE -PAVE CABBAGE MTND MCOBS
CEE( LANES.
ARYO4_
(SEE SHT. B-2)
28 EXISTING 1S CUP ENSIiNC GRADE EXISTING 15' GNP
SIA-• 0484 ... /j STA • 3+28 28
INY $T 55• / INV • D33• _IV
y I
24 m R �� I 1 T / ExhnNc e w 4
20ITA2
' 0
I I I i
c, p
6-5,268 LF 8 C-900 PVC O 033X
16 ( PIPE a- 2. 65 LP : PIPE B- S44 W 1 C*MO Pw O 033%
.._ . Y .6, G-010 {IMG - PIPE B-3. 325 LE B' C-900 PVC O 0.73s _ 18
STA
�._,_ t..
NDARD SEWER NOTES' PI
I �,MER WARDS REWIRED AT ALL
12 40 LF M BORE k JACK STA. CAPE F AR P I ITI ITY A THORITY EWER GUARDS REWIRED AT MANHOLES LOOCATED N TRAFFIC
STAINLESS STEEL BEGIN
.-� (6EQSTA.2+73. ENO STA. ]+13) -- AREAS. P U
I 12
GENIER I NOTES: Z. R/WSERACESUNE SHALL BE M CUL-DE-SACS
TO RAIN AND TERMINATE AT
R/W ENE. SEANCES R MUST
BRIG -SACS AREHOLEREQUIRED TO BE
1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH _... _. AT RI HT-M-. OR NEST ONHXNATE IN MANHOLE ANO TERMINATE
8 1 r � � II ' OR DRAIRUCE-WAY. GMT-Oi-WAY LINE 8
i 3. ALL SERNCES TYING INTO DUCTILE IRON MAINS SHALL BE
2. UMUTES BEFORE ANY CONSTRUCTION BEGINS THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND CONSTRUCTED OF CLASS 350. Di, WITH PROTECTO A01 CERAMIC
I '
a. T - '_. Z _ r r + _ _ 3, THE CONTRACTOR EROSION C NTRO-1M ARESPONSIBLERSSHFOR /EMPORARYSTRUC ION IS I NPR RE -..... AREAS.m n EPDXY CARING. .
PRIBM
THE CONTRACMIR IS
FOR
IZATION OF ALL
q S THE CONTRACTOR IS RESPONSIBLE FOR UvpLDOWV k STOCKPILE 5. NO of EOBLE COUPLINGS SHALL ALL
o a gN S ^ . ry n EROSION CONTROL MEASURES piILE CONSTRUCTION I5 IN PROGRESS. ... L014 AND AS SHOYM. 5 InR 4
>o �-
,. BE USED. Y...
UTNTIES EASEMENT
m .iK
&ONG THE
JAN 0 2 013'
AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND
m , - MONTAGE OF..
O STATE REGULATIONS)
1
(414
0+00 1+ g+CO j+00 4+00 5+00 6+00 + 8+00 9+00 10+00 11+00
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
�io�i
(YIaN ipi-.ip
——
�WKAW
DICKSON
pM• •a1bYN•M<.•�.
°°°"`
`
SpM �••�'•••
CWTiMKMi
,
u itV nkcal,u^lure mw.tml
I+s/i
ArlmI
xc Urn9C�i10.pi-uv
pXMO op
- 9FAL MASONBORO SOUND ROAD PLAN & PROFILE
82N04 WATER AND SEWER CABBAGE INLET LN./JACOBS CREEK LN.
r } STA. 0+00 — 8+00 N0.
Y

(SEE SHT. A-9)
Z {��
ANY INLET 8-6
1026 PROTECTION (TYP. STA - 1z+a9 1022
N A 1 8
INTERFERENCE STRUCTURE 1 024 E - 23453ae
4
6
1020
SANITARY SEVER
72FTO,
LOnICE
j 106�\_�
AND 728.
}
N BAY D�� f
.. SETA e. 13+64
1
�+ p,pE
N 152249.7
,6
y�•�r. \ $. y11 i��
IW CONCRETE OPEN
CUT AND PATCH
NOTE.
1. CONTRACTOR TO MINIMIZE ASPHALT CUTS TO T1E MA%NIUM
1 x3.
EXTENT PRACTICABLE.CONTRACTOR SHALL El0 VERIFY
'WIDTH AND LENGTH OF CUT NEEDED WITH ENGINEER PINIZ TO
EXCAVATION. C097IRACTOR SHALL USE TRENCH BOX AS
MN B 5ayty
STA 2DO8.
N - 1345M
\ R i•
r _
+�mro
NECESSZE TRENCH WIDTH.
2 COiTRRAACTORTTO PANEHELP IMa1C085 CREEK LANE AND BIG
BAY OIBVE.
E - zNs4ao.o
I 34' CONCRETE
104 CUT AND PATCH
\
8121
v\1
g
V \v
s
(610 9t
8109
fi06
ppl��i'
LIJ.W.f a�U
L.Li"i�
MASONBORO SOUND ROAD PLAN & PROFILE S-Z
K494 JACOBS CREEK LN./BIG BAY DR.
r �= WATER AND SEWER STA. 8+00 - 13+64 N0.
ti� '

NOTE
CONTRACTOR TO MINIMIZE ASPHALT CUTS TO THE MAO0I10UY
EXTENT PRACTICABLE. CONTTACTOR SMALL FIELD %VVY
WON AMID LENOTH OF CUT NEEDED ON ENGINEER PRIOR TO
E%CAVATION. CONTRACTOR SHALL USE TRENCH BOX AS
NECESSARY TO HELP MINIMIZE TRENCH WN-
EMITTING MANHOLE TO BE
CORE DRILLED.
EMSTNG MH 18S LF OF PC 350 DIP
STA - 0f00
N 156876.1 EXtS11NG FENCEE 2]1J95&J TO BE RESTORED'= TEWDRARY INLET PROTECTION
TO ORIQNAL aqs w a
CONDITION. ay..go �tP
EXISTING 12' O.I.P. WATERLINE if,IgYq ^,
� m
� [Seal
♦ u
O'y--------
TIONN
ENSTNG TN 2*-/
BRIM COLUMN -- • , ..t-i=
.' EXffiM1G B" WATERLINE
STA . 0
N T3F95906R
E . 234m1T.3
7527 7509
7535 w
U A i i
Y
HALT OPEN COT AND PATCH
SST TA C-24it19
N . 157200.4
3701 7429 E1
843 7423
57W AEC SETBACK
36 -APE FEAR PURLOC UTILITYAUnMItt _ _ - 36
GENERAL NOTES ' i I 1 '.
1. NO EXCAVATED MATERIAL SHALL BE PLACID IN ANY STREAM. DITCH t _.. -�—
OR OfRANA(E-WAY.32
32 2. ME CONTRACTOR IS RESPON9BlE FOR lau1NG ALL UNOERGRWNO
UMTIES BEFORE ANY CONSTRUCTION BEONS--
y THE CONTRACTOR IS RESP(ONSIKE FOR TEMPORARY SEDWENT AND -" THG 1 — ExISTNG ACE xISTiNG ..RA�c
ER0901 CONTROL MEASURES WHAE CONSTRUCTION 5 IN PROGRESS. —�' CX5 2 WL i � �-
I t .. I EXISTING 18" RCP % E 28
28 .. THE CONTRACTOR Is RESPONSIBLE FOR STA9lRA1MN 6 ALL :STA . zTn
DISTURBED AREAS.IWV . 02 JA//_.
-- IN
S. THE CONTRACTOR 15 WSI.ONSBTE FOR LAY DOWN ! 5100KPXE I --E AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND = I I gSTNG B" Ml
24 STATE REGULATN)NS} y,_ _. I _. Lam. • - _ '-
STANDARD SUER NOTES, COVER
1124
1. SEWER WARDS REQUIRED AT ALL YANNO ES. STAINLESS STEEL + _ I PPE L 1. .8 OF 8" 0-90D W 0..�
SEVER WARDS REWIRED AT MANHOLES LOCATED IN TRAFFIC - I.. �1 J' — -_' RPE G-t B2 lF-- PIPE C-2. ]38 LF B' C-90G OO.IUx
�... AREAS i i .__�. I 0 C �00 ..
20 Z. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT I a— i I - ( las Lr or Pc 150 DIP
R/W LINE. SERVICES N WL-OE-SACS ARE REWIRED TO BE 1 -.. .. 20
PERPENDICULAR. OR MUST ORRANATE IN MANHOLE AND TERMINATE r — - ". ._t^ . -.- •- " --.
EE
AT RIGHT-OF-WAY LINE. - ' r !
16 J. ALL SERNCES TYING INTO DUCTILE NON MANS SHALL BE ..-..-i. I --� -_- __ I�._ 16.
CONSTRUCTED OF CLASS 350. DIP. AM PROTECTO 401 CERAMIC ! i + .. - r M �i
EPDXY LINING. I _
'.. A. 10' UTUTIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL _r O $� A v 2 � 1 v i '= m 1 H - ®
12 LOTS AND AS SHOVN. $% 3 i �r i i i i _� — _�—_ ... $.__ 12
S- NO REXDIE COIWLINfS SHALL BE USED. I _ V 1 • A' 1 v u
�`��� J N d
-- _ a s . _ _ _ __ 1 Q01
- I _ `�`. _`--�"i"1+_ Z Op+ IF
FINAL DESIGN - NOT RELEASED FOR CONS*RUCTiON 4
4 I ..
_ _3+00 4+00 5+00
—4+00 —3+00 —2,00 1+00 0+00 00 ^` 6+00 7+00
A
, ntu Na 11LW ,
n
REVISIONS
MANIT S114E,
ImrwW9 rOR IMrz
'a
wK
Wm ) xc N,
WYN (YY.a
Tom— ,IDICKSON
;...T
mmn,wl„ n4 Irv<lur. ca.nd,anM
4,d.
„nv.W.
Nc umlQ ,n .-D%A
IAmm ow
MASONBORO SOUND ROAD
WATER AND SEWER
PLAN & PROFILE I/N
MASONBORO SOUND ROAD
STA. 0+00 - 6+00

NOTE .. _
CONTRACTOR TO WMM ASPHALT CUTS TO THE MAXIMUM
EXTENT PRACTICABLE. CONTRACMR SHALL FELD VERR'T
NOTH AND LENGTH OF CUT NEEDED NTH ENGOEEP PINOR TO
EXCAVATION. CONTRACTOR SHALL USE TRENCH BOX AS
UECESS y TO HELP M ZE TRENCH MOTH.
r
�
aw. xux A2
avu{ am asoAre
SFD EfF a
¢
RENSNINS
S
MN c-s n�
STA . 7+20
M 157484.3
OPEN CUT AND PATCH
`�eMa[ an rt.r:
-,. MH C-4
STA - TT+M
N . I5783{.S
aa9 YNBtET sTxcET
R4EAYD Ug NAre
—
�•�•��.•��
`AN
wuaxmut xc nwf
�.,Ny
R
1�
(910) M3-.TU
Ct
1li ZOi�}
MYY
DICKSON
>,
-�—
foaM.a a
nity NheatrucWr. crosdtanN
—
ffJlf/30�1
E M
NC 11QN9N0. f-W]{
KWIO Gf
B
MASONBORO SOUND ROAD PLAN & PROFILE
MASONBORO SOUND ROAD
WATER AND SEWER STA. 6+00 - i1+20 N0.

- CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD SEWER NOTES'
# GENERAL NOTES I. SERER GUARDS REQUIRED AT ALL MANHOLES -STAINLESS STEEL
} SEWER G MOS REWIRED AT MMHIOLES LOCATED IN TRAFFIC
RO SOUND ROAD 1. NO EXCAVATED MATERIAL $HALL BE PLACED N ANY STREAM. DITCH AREAS
OR MUNAGE-WAY. 3. SERVICES SHALE BE PERPENDICULAR TO MAIN AND TERMINATE AT
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND R/IP ERE. SERNCER IN MUST
ORIG RATE I ARE REWIRED T BE
R
UlRlIES BEFORE ANY CONSTRUCTOR BEGINS AT RIGIDICOAR. OR MUST OPoONAiE IN MANHOLE AND TERMINATE
•• AT RNAIT-OF-WAY ENE.
]. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT MI)
BAREROSION CONTROL MEASURES WHILE CONSTRUCTION IS IN PROGRESS I ALL SERVICES TYING INTO DUCTILE NON MAINS SHALL SE
a 0 m a CONSTRUCTED OF CLASS 350. DIP, WIN PROTECTO MAM t CERAMIC
W
q� 4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL EPDXY LINING.
DISTURBED AREAS.
A. IV UTILITIES EASEMENT PROMDED ALONG THE FRONTAGE OF ALL
t
' - - S. THE CONTRACTOR IS RESPONSIBLE FOR UV DO" R STOCKPILE LOTS AND AS SHOW.
AREAS (TO ARRANGE AND INSURE COMPLIANCE WIN ALL LOCAL AVID
dF STATE REGULATIONS} 5. NO Fl-EMBtf COURINGS SHALL N BE USED.
77Z7 575' AEC SETBACK /
7719
NOIE: / r
i a r
CONTRACTOR TOIC BU. CONTRACTOR ASPHALT CUTS TO THE VERIFY EXTEN/
WDTH ID LEN ADLE. UTEEDD SHALL FIEU)DINE VERIFY -
WDM AND . CON A CUT NEEDED E TRENCH ENCBO PAS TO
NECESSARY. COILP MINI I SM TRENCHO BOX AS m
NECESSARY TO HELP uNIWTE 1lIRICiN WON. 7715 ..q
�� i �y �
a
t I
< f 7 ,
/
575' AEC SEIBACK
...
/
7f
5c
EXISTING MANHOLE
TO BE LORE ONLLED�
..
r .
m
r
i
4
I
.. -.
'-
„
JA'N I *SONSORO
'
MASONBORO SOUND ROAD
7541
DC3S-M3DCiTY
r
SANITARY SER301
n
SNI ATARY SEWER
�
7601
75Z7
NOTES
1. ACTUAL LOCAOCH OF SERER SERVICES TO BE ESTABLISHED IN
FIELD BY OMERS. PRIOR TO COMMENCEMENT OF CONSTRUCTION.
]' MIN. covet
FOR SERVICE PIPE
BREATH DITCH
,
I. EXISTING DATA ON THESE PLANS FROM FINKBERER, PETTIS k STRO T. INC.FROM PLANS SEALED ON 9/26/00
7609
\
7535�E
7621 7617
9CAlE aAA
\
REVIONS
r. ....or
��
9M M , Sl lR--�OAR
Nir 704�.12DICKSONW
OF
SB 1■■�.rIJ■�.�19■1. �.,_�
MASONBORO SOUND ROAD PLAN C-3
WATER AND SEWER MASONBORO SOUND ROAD NO

Y
j I
I
731a -
7316 b.
7333
MASONE)ORO SOUND ROAD _-L� -_.-_-
"1
= 7311
.. �� SANITARY SEWER SLRVINrE (TwJ
-,,J"A i ` ,q 523 513
M
ouN�
ROPE
�Bpgo 5
-x'
7211
SANITARY SEWER SERVILE
FOR LOT If 7215, 7219. AND 7223.
Y
73 55 a"• Ax
i I
CAPE FEAR PUBLIC UTTUTY AUTHORITY
GENERAL NOTES:
1. W EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM. DITCH
OR DRAINAGE —WAY.
2. THE CONTRACTOR IS RESPONSBLE FOR LOCATNG ALL UNDERGROUND
UTILITIES BEFORE ANY CONSTRUCTION BEGINS.
3. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SEDIMENT AND
EROSION CONTROL MEASURES WHILE CONSTRICTION IS IN PROGRESS
4. ME CO TRACTOR IS IHESPONSIBLE FOR STABILIZATION OF ALL
DISTURBED AREAS.
5. ME CONTRACTOR IS RESPONSIBLE FOR LAY DOWN 3 STOCKPILE
AREAS (TO ARRANGE AND INSURE COMPLIANCE WITH ALL LOCAL AND
STATE REGULATIONS),
7215
�N «c —,
M %M ET STREET
ImE� FM MR
UPI a nx
(IpIFTM NC }!bt
.�
Alt —
SDICKSON
I
INN Naa M,
W
ra IaoN.«.N.
M x.[
canmu.nr WRG1«clw. rnn.Mlmt.
s..a cwa:+°
mxsmucna
' nNGRTGA-
Pc LrcNSQ°°iwPi-a1Ts
xccwo oNa.
/60' EXISTING UOLRY EASEMENT
NOTE:
CONTRACTOR TO MINIMIZE ASPHALT WTS TO THE MAXMUM
EXTENT PRACTICABLE. CONTRACTOR SHALL FIELD, VERIFY
WIDTH AND LENGTH OF CUT NEEDED NTH ENGINEER PRIOR TO
EXCAVATION. CORTRACTOR SHALL USE TRENCH BOX AS
NECESSARY TO HELP MINIMIZE TRENCH WIDTH.
STANDARD SEWER NOTES
I- SEWER WARNS REOUNED AT ALL MANHOLES, STAINLESS STEEL
SEWER WARDS REWRRED AT MANHOLES LOCATED IN TRAFFIC
AREAS.
2. SERVICES SHALL ME PERRI'EHDIC//lAR TO MAIN AND TERMINATE AT
R/W LINE. SERVICES N COL -DE -SACS ARE REWIRED TO BE
PERPENDICULAR. OR MUST ORIGINATE IN MANHOLE AND TERMINATE
AT RIGHT-OF-WAY LINE.
3. ALL SERVICES TYING INTO DUCTILE IRON MANS SHALL BE
CONSTRUCTED OF CLASS MO. W. WTH PROTECTO 401 CERAMIC
CPO" LNRNO
4. 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL
LOTS AND AS SHOWN.
S MD FLEXIBLE COUPLINGS SHALL BE USED.
�� 7223
7219
RECEIVED
1t 16 2013
DCM--M9D CM'
SANITARY SEWER NOTES
111 1. CONTRACTOR TO VERIFY, ME LOCATION OF WATER AND SEWER
SERVICES WITH INDIVIDUAL PROPERTY OWNERS.
2. EX19TING DATA ON THESE PLANS FROM FNKBDNER, PETTIS k SMWT. INC.
FROM PLANS SEALED ON 9/26 c.
JAN 0 2 2013
DCM'VILMINGTON. IOC
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
MASONBORO SOUND ROAD PLAN C-4
WATER AND SEWER MASONBORO SOUND ROAD N0.

d.
SANITARY SEWER NOTES
I. CONTRACTOR TO VERIFY THE LOCATION OF WATER AND
SEWER SERVICES WITH INOIM AL PROPERTY ONNERS
STANDA?O GFWFR NOTES:
1. SEINER GUARDS REWIRED AT ALL MANIHOIES STAINLESS STEEL
SEWER GUARDS REWIRED AT MANFOES LOCATED IN TRAFFIC
AREAS
2. SERVICES SHALL BE PERPENDICULAR TO MAN AND TERMINATE AT
R/W LINE SERVICES IN GA -DE -SACS ARE REQUIRED TO BE
PERPENDICULAR, M MUST ORIGINATE IN MANHOLE AND TERMINATE
AT NOHT-OF-WAY LINE
3 ALL SERVICES MNG, INTO DITCBIE IRON MAINS FIALL BE
CONSTRUCTED OF CLASS 350. W. WITH PROTECTO 101 CERAMIC
EPDXY LINING
a. 107 UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL
LOTS AND AS SHOWN.
5. NO FLEXIBLE COIPUNGS SHALL BE USED.
I
CAPE sap 18 M UTILITY AUTHOR
GENERAL NOTES:
1. NO EXCAVATED MATERIAL SHALL BE PLACED IN ARY STAEA . DITCH
OR DRAINAGE -WAY.
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES BEFORE ANY CONSTRUCTION BEGINS
3. THE CONTRACTOR K RESPONSIBLE FOR TEMPORARY SEDIMENT AND
EROSION CONTROL MEASURES WHILE CONSTRUCTION IS IN PROGRESS.
{. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL
DISTURBED AREAS
5, THE CONTRACTOR IS RESPONSIBLE FOR LAY DOYM h STOCKPILE
AREAS (TO ARRANGE AND INSURE COMPLIANCE WTH ALL LOCAL AND
STATE REGULATIONS).
�
v
Y: �7 . T: a.Y- •
�•' .
�I
'C
w smuTloll I, Yu
,AEA Dan J
N
aCAIE B.R
�o a to m
s
� r yem PM: TNIFNAE .� �
�-Ix55z �rc11aN. u m.l� Ila rraT
Ir gYa6 AI.YES R9A9 /
BWL IIPM v smN a h f
SITE PLAN - LIFT STATION NO, 1
(saE 9n. A-T)
NOTES:
1, FILL TO BE RACED IN W MAUL OFF AND CONINACTED TO
9BK STANDARD PROCTOR DENSITY BEYOND ROGIc AREAS
2- BALANCE OF NSIURBCO AREAS TO BE MULCHED AND SEEDED.
90a YMAST S@ikt
�'� Fa w'W
ION RY. W
NtMINC1CN. NC ]ENt
�yya
�.eiTr
(NON m]-{200
II Ili Q__.. .ti3]<i :.—
5D CKSON OR[a Lawler.e YYN WYbv
I
Ta aawd
� — r•'O �a --
aeNn wYE.
mmI.NRY MAmwaH„m «R.Atana
camMrtWOI
L - Rna/mlr
xc uaRYtaxO�-HUT.
smAo o¢
w IES
ITS'
15 if MM1 .\r WM W.UT
EYI .�i
\FLIWI
0\
MASONBORO SOUND ROAD
WATER AND SEWER
tw Hr mTa
MIRIAIIR to IIAP sATId
TvaWWlo-+r �M'aWlw
6" OF STONE
t
10.0' �
19.6'
MY 1QJYIIY.
l� MNMN.�{{{{{
MT"
wp10�9 Y 9ANTAA YIp1 FTMI YNN
CROSS
SECTION
- CONSTRUCTION
ENTRANCE
YNE 9AR
s
o xs
s la
RECEIVED
JAN 16 2013
S 0 ` DCMdYF3D CITY
i
ECEIVED
JAN 0 2 2013
DCM WILMINGTON NC
SANITARY SEWER XN10.
LIFT STATION NO. 1
DETAIL SHEET

MI� w
L
�T t• � r�r
N.�
.Ria. c�NC•:�RO M.
artNraenowot
LLivKN
cruuvuN —t
•. nwiuwq
aff Ima.
Y
-- OMO[NLVfa
e AIM VµMN
RAf00pM1! 1 YKNIT
ewrwraauoor PLAN •eccm
I
�.YfIIMflLVIIIYtI
>rwrnrnwmwlw
nnava.
¢wrzN rwcvanM•MMeeaMN
YtfCf YYlEbltafwlM
atlw®aaa nwMlmNa
etracoaew.m. %t®wrtaaatNrro+me!
01. W 1MIMIKMRRIW
wMw.ww M•rM¢i
�M•IE.IaINRM•
IVNN
wttawMtaawlcH
a+Mewan•au
PUMP NrKc r TwM
WM.NDe♦♦1
••elw�yIex
•I.Ilnall
REM
DM
I DESMPTION
w
valI•ro•Mrao.rMrrr�
e•aountaoFMrrvea
u]raxauNlaNrr.lwwn)
.1Cma1MiCM (Y wNI
11ReSAci FUW W(Mi'N
CIINW AOulYce6wET KEu
o.aAaAemaa M.�rvl
wa•N•Ial
1••AO.PaEOaENSeM W ww Fl
WLN.NNDM n[w.11 w' ___
WIVIIIrINCIN w'WN(•'I M Mn P
NgY.NIOIMM WMM
enlArt.wa�
iailuitwrncaia trx.e
T
T
T
4
T
M
aY
�
_
T
T
V
2S
x
T
••
'
Y
f
x
Y
16•
x
T
Io•
r
- N m V 9Cn1fAA
rotuam.W
tcarwrAa�
(Ib4
•Mort marelroww
�.r MxnwreFx
a+wvo ar:+tart
u.raoca
[R2ISO¢
sNRNraM•?r
ttNaenelm
Wrs.ennalau
veveM
SECTIONAL
{A LADDER DETAIL
+new
0
uorc]t♦ eelerrnt m ¢
I �.ue.taralaeerwraeatnr
I ww¢o®oar+rwclot
Lau r.marwwwwr,r•Ast
_ »arN.as.•Ina
- esr•aMaaoal
asraol•awa
�- lnmweaotn�„y�
poo•teq �iiww l�J
---w.rwnlrN •oMMI••eo
WI .•aneaMm
nsr•mrosewMaa
11MM il' wloln.•r N9l gl101t
ACCESS LADDER DETAIL
I
r w
t
�I�-� xrwa•I ..__+I ;A
...,A.w.I.•wwm aarnew Meaaawe I
/ � eM
eN
MA'OIIMIH
newn
r••aaal
ap h 111 � .III
I' III
I I JJp
IAsesw waKv.J.-:.r{..- M VIEW B-B
TYP.. CHAIN UNK FENCE
WIlrKN.o. ■Te uraRNmEs:
wN p.ueMucrvlaa roes.MMl]ataw•M•raeuN
I Mltraax.N•aE•n row or�w.
YtLN AwtWO[auw s[rwunu.ai'Na.M1 e1RiTM[A
fitblvavi roKewr wu ro [E+cE
wau Iw o ew luv *a sa weam.
PRESSURE SERVICE CONNECTKNI M""'"�"�`E"�"�"^••.wl°"^bfD6t°`-
nwua.oNcaMMM - TEE&VALVE wuli.m uFrzR P..sF.oe[tov,.A anonnrWoa.
'KVF a.wxExs� wuut�Na.a tNva MM¢I
]M (MT M FM ro PUBUC FY) mscwLE G..n 4us-4lCW tnlaerauMalmalO M{Tl6L
s aNna
.RVICE CONNECTION PUMP STATION I SITE PLAN
ING SADDLE STANDARD DETAILS 111111 �e
I¢sarNVIMMMMoIMIMtat lwarz n ro wax FMI rw
w(goMOMay.rowar .m cw Caron_
aMMar, Nlnvar. a a•I.vraM t
CAPE FEAR
PUSUC UTILITY AUTHORITY
• ,,F s C+4c(� PUMP STADON ] SRE PLAN 8TANDAND DETAM,M "
asa, SD-4 0
MT
1111MICepe Feewr a wwn mu' u n
PI]hNe UftAtAhpRy
tm.
sao MHwcr stews
Imcsn rm a¢
aiM.M....w.
rNo
rlw.xloN Nc aMa
MnMw]s —
(910) ni-.AD
DICKSONons.
...nla.s Maw we•M
tr[w
I
a ity nhmtmc[ a cw"twts
Swu CaaMa
(pltAxllal
tn/tai
NC t�mla`1!Q -w,.
ROaw DI
MASONBORO SOUND ROAD
WATER AND SEWER
sa]MtalaM.•o anaa
p.IQPaMes�
RECEIVED
IAN 16 ?01'
DCIYI-M9D CITI
DCNI WILMINGTON, NC
SANITARY SEWER T—!-
LIFT STATION
DETAIL SHEET

S (SEE. NDAN M)
ON 10
TOP WREA
STEEL POST
-.. WDAEN MIRE FENCINGAS PEOCRFD
CARES �1 Olt
... SILT FILTER FABRIC
WAR`EDIAATE
39
51
FRILW"oLCR�`aLnr'm¢ �I_
FABRIC 12' [/YIN. r Lae
NOR STAPLES o Iz' D.C.
NOR STAPLES
2
ro
'FOk REPAIR OF SALT FENCE FAILURES.
USE BOT WASICD STORE IN VEU OF
Lf FILL
COMPACTED
FRONT VIEW
SIDE VIEW
NOTES,
1, 00S1N1. NEW MT FENCES AS SHOWN ON GNAWING ND AT LOCATIONS NECESSARY TO CONTRA SILTATION OF AGNCENT AREAS
2. STEII POSTS SMALL BE S N LENGTH AND BE O ME SEJ FASTENER ANKLE TYPE.
3. WOVEN WE FENCING WERE REQUIRED (SEE NOTE p). SMALL CONFORM TO ASM ANI FOIL CLASS 3 GALVANIZING. FABRIC SMALL
BE A MWMUM O 32' RIDE "MAW A MNNI.M O E UNE WRNS MM 12' STAY SPACING THE TOP AD BOTTOM INFES STALL
BE TO GAUGE AND INTERMEDIATE WOES SNAIL BE 12-1/2 WUCE. WE FABRIC SHILL BE FASTENED M STEEL POSTS WIN NOT LESS
MAN N STAPLES I T/2' LONG
1_ FILTER FABRIC SHALL BE OF NTION. POLYESTER, PRONnf.NE OR ETHYLENE YARN WIN A WMIMW STRENGTH OF 30 LB./LIN. W. AND A
MWIMNM OF SIR MANNING EFFICIENCY. FABRIC SHALL CONTAIN ULMANCLET INHIBITORS NAND STARILRAM.
5. F FABRIC FILTER R USED WIN A STRENGTH OF SO W AIN. IN. OR CREATED. ADD ME POST SPACING (S) GOES NOT EXCEED B'. WOVEN
WE FENCING IS NOT REQUIRED, OMERWW. WOVEN WE FENCING IS REWIRED. ARID POST SPACING SMALL NOT EXCEED S.
I
I
I
INVERT - - - - -
SECTION "A —A"
♦ k 1 L i Cal * wk o7ffm 1 M \ I'll,IW[Ii11
I
\ \ 1
I
I
1
1
1
1
1
I
I
_ CARRIER RIME THRU M.M.
TO BE CENTERED. D.I. PIPE
ER(Ya'IW ANn vrrM+IT fDI1NK NOtF[
EROSION CONTROL REQUIREMENTS:
1. FURSLINIT M GS IIM-S0E2). THE ANRE FOR GRADED SLOPES AND FILLS SMALL BE NO
SEATER MAN MEANGLE TTXNAT CM SE RETAILED BY VEGETATVEE COVER OR OMG
ANYMORE GOSON-CONMROL DEVICES GR 5111 RES SLOPES LEFT EXPOSED WILL WITHIN
21 CALENDAR oAYS O CGIW1EtIN O MY PHASE OF GRADING. BE PUNTED G onENMSE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND D COVER. DEVICES OR SURNIURES
SUFFICIENT M RLSTRAN EROSION. PERMA EUT DRAWN) COVER SMALL BE !ESTABLISHED
MAN N T CALENDAR DAYS OF ANY PHASE OF GAGD WAIN ANY NCDOT ROUT-W-NAYS.
T. PURSUANT M MS. 1IM-57(3). PROVISIONS FOR PERMANENT FROLNOCp SUFFICIENT M
REBTRAN EROSION OUST BE ACCO NFI.S Ep FDA Al.. DISPERSED AREAS MMN T WORIONG
DAYS FOLLOWING rnaLenW OF CONSTRUCTION OR DEVELOPMENT.
[PRISON CONTROL SiOIF2ICE:
1. CONTRACTOR M MEET MM OWNER AND NMI. FRONT TO BEGINNING CONSIRUCnON.
E CONSTRICT TEMPORARY CGIN5n1=C ENTRANCE
I INSTALL MY EROSION CONTROL MEASURES NCLONG AT STAGING AREA(S)L
I. CLEAN SITE. BEGIN GRAYING AND EXCAVATOR AMID PPE LAYING
5. WSTALL SEGMENT AND ERORW/TURBIOIY MEASURES AS SNOW, AS CONSTRUCTOR
PROCESSES AT ME ENO OF EACH DAY. EROSION CONTROL DEUCES IIIISI BE N NICE. AS
DEPCIED ON ME MARS. 1P M M CURRENT ETD OF DISDAINING AREA.
5. FOLLOBING FRE NSTNLATIN. ALL DISTURBED AURAS ARE TO BE LEVELED OUT, SEEDED,
WHO MAUCHED AS GUTENEB ON MIS SAET. AREAS AM NOT M LAY EXPOSED LONGER
MAN > DAYS
T. AREAS O PIPE INSTALLATION DOT LEAVE N DITCHES SMALL w LAND MAY,
TEMPORARY STRAW MM NET M STABILIZE GISILRBEO DIKES
S MAINTAIN ALL TEMPORARY MEASWES W11L PERMANENT AND UNBO W VEGETATION IS
ESTABLISHED.
B. CONTRACTOR SHALL LEAN AD RESTORE M PRE-CWSTRInW CONDITIONS ANY AREAS
OUTRUN ME PRCECT LWAS MAY MAY INADVER1E1471-Y BE DAMAGED DUE TO TM FAILURE
OF ME EROSION MEASUES
10, REMOVE ME REMAINING 1131PORARY EROSION CONTROL MEARMES UPON APPROVAL BY ME
WAER.
11. ALL DERIDED AREAS WM BE SEEDED AND MULLED AT THE ETD O EACH WOO WEEK.
T2 MO GREATER MAN 5000 LINEAR FEET SHALL BE DEMANDED MTNCXY SfID AND MULCH AT
MY SIMON ARE.
EROSION CONTROL MANIFNANO PLAN
1. ME CONTRACTOR IS RESPONSIBLE FOIL PROVIDING A RAW GAUGE AND RELOADING ME DAY
AND AMOUNT O "WALL FOR EACH RAINFALL EVENT.
E AL ERORW AND SEGMENT CONTROL PRACTICES RILL BE CHECKED FOR
ST lB AND OPERATION FOLLOWING EVERY RNOFF-PRWUCNG RAINFALL BUT IN NO CASE
LESS MAN ONCE EVERY WREN. MY NEEDED REPAIRS MLL SE MADE *IMMEDIATELY TO
MAINTAIN ALL P ACAtES AS DESPORD.
1 ALL COIARUCTION ENTRANCES COOL BE PERIOONCALLY TGP DRESSED M AN ADO KWAL 2
VICES OF COURSE ACIREGAN M MAINTAIN PROPER DEPTH. MY SEGMENT THAT MS
WAGED ,I OF ME PROECT UNITS S NAL BE IWEWATELY REMOVED.
a. SEGMENT WLL BE REMOVED BEHIND ME SILT FENCE WEN IT BECOMES
SIX NOES DEEP AT THE FENCE AR SET FENCE WILL BE REPARED AS
NECESSARY M MAINTAIN A BARREN
S ALL SEEDED AREAS SMALL BE FERIRIZED. WNLNED. WATERED. AND RESEEDED AS
NE23EARY TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER-
S. ME CONTRACTOR IS ULTMCVANLY NESPWRWE FOR MAINTAINING ADEWAIE ERCSION
CONTROL MEASURE$ WRUN AND AFTER fX1N41RUCRON. MOTIONAL ERO9gN CNMOL
MEASURES MAY BE NECESSARY AS GCIARD BY NATO CONDITIONS AND NO CHANGE IN
CONTRACT PRICE MLL BE GIVEN.
T. T, CWWACTG SNAIL LONOOUE M MARLTAN PERMANENT MD TEMPORARY ERORW
CONTROL MEASURES MDL ANAL APPROVAL BY ME ENGINEER. AT WHICH RUE. ME
CONTRACTOR WILL REMOVE ALL EROSION CONTROL MEASURES.
E ME CONMACIG RNALL BE PESFONSXNE FOR CEMNC AND RESTORING M PRE-
CONSTRIRW CONOAONS MY AREAS OUTSAN ME PRO.ECT LIMIIe MAY MAY
RADVERRNILY BE DAMAGED WE M ME FAILURE O ME EROSION MEARRES
UK 12, LI 7 WASHED STONE CLASS 13, s1
-\2, 21
T' MAX
JJ�. AT CENTER
FILTER FABRC
A L- THE DISTANCE SUCH MAY POINTS D
_ A ANY B ARE OF EOUAL ELEVABW \
1. PLACE STONE TO ME LNES AND OIMETWOWS SHOWN R ME ft. ON A MYER FABRIC
FOUNDAnON.
2, KEEP ME CENTER STONE SECTIN AT LEAST 9 NOTES BELOW NATWAL GROUND LEVEL
MERE ME DAM ABUTS INE p mN IN MILS
3 EXTEND STONE AT LEAST 1.5 FT. SEDNO ME DITCH BANNS TO KEEP
OVERFLOW FROM U DERCUTNNG ME DILL AS IT RE-ENTERS ME CHANNEL
.. ENSURE MAY CHANNEL APPURTENANOS. SI3CH AS CULVERT ENTRANCES BELOW CHECK
DAMS. ANY NOT SR.ECT TO DAMAGE OR BLOLXME FRW DISPLACED STOEB
S INSPECT CHECK DAYS AND CRAWLS FOR OMANE AFTER EACH %MOFT EVENT.
5EELDEL&L
AFTER ME NSTALANIN O THE UTILITY IS COPLEIE, ME AREA OSUURSED N A
NON-gE510ENnAL AREA ROLL SE SEEDED AS FOLLOWS:'
RECEIVED
5o Les./AcM
TALL FESWE
NIBS/ACE
CENTIPEDE
SO Lei/ACE
PENSACCA BANACRASS
50O LBS./ACRE
RRMBUZER
.GOD LINS./ACRE
I
LIMESTONE .JAlk 16 2013
ALL IEROENnAL AREAS MUST DE NAND FIWSRED AS DIRECTED BY ME ENGMEEN To GIVE A
'LAW TYPE APPEMAHMV AND ME FOLLOWWG SEED MIX SHOULD BE APPNED:
50 LBS/ACRE
TALL FESCUE TIPS I
So Les,/AGE
TALL FESCUE TYPE II DC.NI-M.EID CITY
5 LBB/ACRE
CENTIPEDE
SOD Leo./AGE
FEl IZER
IOW Lee./ALOE
LIMESTONE
TYPE I AG TYPE A TALL FESCUE SHALL BE SEPARATE VARIETIES CHOSEN FROM ME LIST ML[RR
MVENNMRE
ADVENTURE II
A w MDISM
MACEE
MACE O
ARID smooNsIQUE
BONANZA
DEBUTANTES
GAITER
CROSSFIRE A
DEBUTANTE
OUSTER Finnm .
FAWN II
ORANGE PEDAN
iMAW NEUW I
GENESIS
CAME
GUARDIAN
JAGUAR
JAGUAR IN
MENMGY 31 om ,AW
MONARCH
PACER
PAGE
POE
OLYM IC
MUSTANG WYWNC
PYRAMID 1[�
REIREL
R
SAFM
RENEGADE SAFNR ZV"TN L L
0 ) 2013
wENMR.
OM
AIM
1RAN
11
IONAHAWt IRAIMIIR
1RIWUlE
DRUM
MILMCIERFOR
ALL MIXTURES
SMNESL
MAYI-AAR
1 %M�I q5 E.�
LL�cm WILIvliNN1T)\.JIV;
IAD010/LBS/ACPE
30 -
RYE GAIN
NC
..,.N,VV..VV..
.NWv aWR Mu SOPS MARKET STREEr. RGLAXD .OR Wrz �v Q(B _
�w—Am WK W""`T°"NO2I'M AAO ALW =? MASONBORO SOUND ROAD
(ND) r1C 28AN42M DT \J
A
PLAN ROA . 1 RR AA.p12 �DICKSON MXWA EAL MISCELLANEOUS DETAILS
GPNA PLAN IFDArz — N 1 RBar..i� QIp.. L[wLT.: Nwu wNInR - 02,10 WATER AND SEWER X la IwAE a.W s,,,In wMw cTSTMIBi ql�
W DATE FAMmnMY WNN.wewl eTAN OlmM G..OR[ - ANAL
�a um,NGz XC YQNy ND. E-451. RLC010 RW. _�}
R ARSONS '.�'P1ER H J.•'V,

YYN� 9rq
PLAN VEH'
IT
nqI
r w fnp1gLrt .eq 'rnr .
INrt run i4 un ..iew• nMW a.
e'A' Aa
Mwl nn AM. ram q'm
r rt OFIY WIGm t11 lA NM.
n m�4 MMf.rgt oY1N. NIrY 1O.1,a Ft WW„r.
gYfn n W. n M YYY W I1lA tlaMt I Y 1Pt.
t grre r �... MPNONIIa rrm n rn arAM, MM' NA
ntn
W t aCMO.
n4P r4 wm 4 nn w.4 ,aAatV.
IN
tuiq 4n a 4,DY IXM 4rtG.. Mqt I ra1M rq 1 -a'
qY�n Mrt.
llirx �Y.V/i'Y� atnG4NMM .m rr RAM R YWr t4i1�
wnNtlr m.
p m TT
g
Nr�I��•�vw m� u AWWtiii m: aQ%OF ALiT6AlAL G F
NN '.r Wr rm. r 'M'Wrtr rn. nA, .s 'EMORA 91
C •[CTipl !-Y rn 4nt . •M -w w r �r rn. w _. w sue _
IEIi rn an •,tam. L111.e. M
RHK Ii
n .aFt to
2
w• W J� Du. 9Mq IN
•►gfs11M__hA IL•TI•M..'40'
E itlil" rMa ..nw 4....w11 t 4 n4.ts G
v i10i mss• as. mv. ar J_� L1
y �
. alOv.Rl I4S. i I . E44 t H a'9
nr xNM.,rm � f!
b 6.4 wd
• 8f
1.90 Iw N Al
. I
1 t 1
(
1
• • a x"�iFa r'�i.H
• - MY MrM FL•B
4 -
J SMEON
Fate rALwc
PRODLE
RIP —RAP AT FLARED END SECTION
NOBS
OUTLET PROTECRON
a¢ MrMrra xngG rM nINNw
1. La N In. Naqu al N
a.
aN . N•
W1aP
a a - l e cm.. m. , tlYq aam.4. W
_I I. 6'
• - v
J. A rA.WPntI m rMa
r,
t - le•
wM
latmwa r.e.»a Iaumatun.
n .aR O
w rIMaP
CMw - e
a A µ 1
a A N 25,
1 RFLFA 1 t
IIW M
aw
EL6K
AM, Mq
SEE CO I AR DETAILS ,
1/a-
B ]/R- —
S 1/r
T. BO% EOIIVALFJIT TO ENNS
ENTEMMSES N0. E
3. STO. MEONT b IdS.i
3. 2- HUT
I. BOx SET M WADE. �-
2. 8- MIN, Atli W ( MAX. It-) S/N BUX W Q ROC
1, RUE ALL JOINTS.
a. CHECK C/O FOR CRACKS,
5. CHECK COMBINATION FOR STANDING
WATER DP MT.
G. Cl. REWIRED FOR TRAF AREAS
' TM• DI REIMA .0 3 REB ER
IRO. 3 REBAR N0. J REBaP
a
,/a ' uP
A I
12 ANNMO 1/2 • MR W l PLAN _..
P
fIN141ED (RACE M4ED PRECAST
�� COROEIE
C.0 BOX
N011E
1. Z CAST IRON BOXES INU K k C.O. e0x
PERMTIED IN IPArrtt AREAS 33
f. OEY CONCRETE COLUM AND PADS
MINIMUM MTH A MIN0' Tr OR 2l 1 MAJIR
AIRE MESH OR NEBµ 'ML BE MC4V ED.
PLAN DETAIL
a �i1
I� I
Ip MAW
a3�:zs`��z�•�I � al a
1
ME WNNMTIM WIRES ME r1AN
1E ELEy
SERE 91QT c-a.w
SECTION X-X
CFwvY NOTE•
1. ALL DROP INLETS OVER Y-6• IN O M M BE PRONRD WITH STEPS.
ON CENtENS. STEPS SHALL 8E M ACCOROARCE W/ SEE. BaON
T. CUSS -B• CONCRETE M BE GSM,
3 MORTAR JUNTS ARE 1/2- S Ire-.
a, SMCN MASONRY O INLET NOT TO BE USED IN LOCATIONS MIWECT TO iRAFMC.
c.
i NYBO BOSS WAL BE NETS ON a- SOAR CONCRETE BLOOsS
MVERi [[II�EVADM
OF HARD OME T INN
MAY M USED M LIEU R NAID COYOI CUY 6MOf.
SEE SHEET C-4.03
E FORMS ARE TO M USED FOR THE CON6lRDCRg1 OF THE BOTTOU SUB.
). F REVECRCED CWCAETE MPE 4 SET RT BASE SLAB Of WX AOD
M SE BAAS S1ORR OR M. a EE`
R FOR V-O' IN HEIGHT OR LESS USE WWALL OLER W-O- IN HEIGHT USE
Tr WALL TO 6•-O• FROR TOP x WALL ANO or WALL FOR THE REMAINING6•-O.
WANITEBE AO.S M MP ACCOWINOLY.
9. OIOP INLET - NCOOT SO. eW.TS
FRAME W ORATE - HEMET SM. WAS
o
�,•eJeyEr, ��®�:ra�®o
NP MARKET STREET
INLEA>m ron I WB
IW
ab.l
WK
. NC ]MOI
pRY01GIG1(ota) mz-azm
.rPROMLe
�DICKSON
di. Lapllsa. Mq CMgMR
VTR
meeG.W
emawarn.
R]61MILtgH
n�
�
awMNWMY 4Mseuctun cmW}lmM
1/II/EmE
IK UCENS�NO�E-N)a
ROJN Ora
ECCEN,`,
FERNCO ECCENTRIC CCOKINO
BuSHINr,
FOR CONNEC,MD PARS W
UNEQUAL OIADETER OR
MAINTAIN .-
APPROVED EOVAL
CWIMRIWS
ROYaIE
••15y�1`•
ii TT
PVC PPE \
ELAW
�
DUC1tlF waN MPE
AOORECATE STONE
SECTION
i-FEMICO-1054 SFJ,ES w/
lxcxm. WIN R•
STANI STEEL COMPS
TOP R SEES 6•
AID BEAR RINGS, OR
WTTOY, T M- N
APPROVED EWAL.
-r
PVC PIPE
'
OUCOE NOR PPE
�m
ELEVATION
MASONBORO SOUND ROAD
WATER AND SEWER
_ _ �06EC1gN Oi RON _ _
START IANNO AT LOW END AND BELL ENDS FACING UPSTREAM. T I.
TYPICAL GRAVITY PIPE INSTALLATION
RECEIVED
JAN 16 2013
IE'.MIH Jb�6�'II7M�1
PECEIVED
JAN 0 2 2013
�iC'V INN MIN
1 6TACE AT
EMI C01MER mmNO
Ito =
I ..
I •:L •
SILT RARR(K
FENCE
DT-4
MISCELLANEOUS DETAILS
N0.

>Ewrtorvs PAownwsPcoNMEnTs ros A.o.AooEtKs
COnrPK PµEIWl EflVCSI YNENTS 0LWER pII'. pJi&PWIECT ZED AS
RE TI ro 1:. 1XE CCNFl 1Ex RkEaIINED PDR TILS PI1NEcr
CpIrRa TO WiIRWSUST.E"LI OSVRE:ENt\�CIN1f b.L0l 1gD/5
REOO«Eo ro XmisETXE ccMrcwENrs REal«ED FOR TlAS PRo+icT.
] fW1gDL T. WIT"6 CO5i. S PAMEL. BkGIIPNEL9Nµ\Y 9ZFDA5
REOWKor ELL TXE SLIST I- REpIP4E0 raRM PP M
k CDNTR0.m'j WrERMIb LIET.I�PDLE 48: BRW3R9SNN1 pF 5UiFP1v 0tFD
w ..— i{XP PIIIM MOI M Y ' NXYIyF MTED]yl tTlL %H
I M. RlM µtg tai SilR{Nla,1I9EFNCE itC V IRECCCCE\FPERX
5. C9XTRQ PµEL W1MWRlYi,E«mETC3TNEiEIFbTMfEM SN,NL BE
Stlf[µlY 6REDfdtFYYF10 ){ W PAV YDiW W0EL1YWYy1lSJ. XAiED3511
v0\tS.l MisF.•LlkLa6RW MN,1D8TµiKVG tSSFAICE i/Li[F.tIC :
COCF IE)RRH
6 RECEIT MnEL WiER41411ST. 41iCEWMEWE.]pI.GFIRECEVfKICGiI
RECEP)FLEE 9NN.l BE WEAtIIFR RE&fTANTTYPECLYFRSWLLMMU9E iYVG
1 qAm G}RRIX PµEa 85VLLEf W)ED iD4YEA aruLµDipE9M45YR
umuarNW conrRa PANEES REUTNc ronvAfloawlTiAw,EDlIDI'AiAT4
1. ME MTM" ME PROMDED FOR ROTRENCE AS CFPUA
STMDMD DETAAS MESS DETNLS ME PROMIDED HERE N
rPOR ENTIRETY AB RECOYED BY CHEAIHM A ASSOOAMS.
BY NCLUSON OF MESS DETNLS. CHEAMM S ASSOOAl
N1TND5 NO REPRESENTAPON MAT NE OETNLS ME A
PRODUCT OF NOR WORK.
i. EQUIPMENT PRONDED SHNl COMPLY MTV ME
REQUIREMENTS Q NE NORM CARDDNA OEPMiNEMT M
ENMRWMFNT MD NAi M- REBOORCES DIMSKN OF HATER
QUMTY DDCUMENT, MINIMUM OESADMCR/lERM FDRTME
FASFIIUCN PFHMIi1ING Of PUMPVAT AWI MANS.
WT. Hpl.akE m
jj H-++
+ -� YK Wlaal EW.iAI\M
�� i ICLHI D6T. alb N, + + + + + + wnce + + M+iAY RpaAY
+
11K — Lt Y Ei - f0 CY OEjOI aE -+� KT --I`�— SMt - MES
— iPaN•a
j � j ('� CmKIMNYO MtIRY.
+ + + + {
MowW Maros f - MN m m oAk m m m m m -
uMlEr CACDli
arirvmE 9,M.ua � DDNIIIA MUM
+. + + + I filY C1Nt _ <NI c 1J C:X. W> CR» SAR tlM
o tt•1rL wEp/wartrorYxam --_
ana {{ Dn+ Mill
ur L111F TRIP -
i
j
apTu nvmTn
+ +
EID!«EeTal
+ i +
!
- FUErN FUNra -- RkNMaNi M!®N
! - . LEA0. ALT. _
E NAMOFFAUTO NAND OFF AUTO
j — r.. tEW DIFMIEO
ALAwFANU _
- SEALFALIIR! `iEALFALUM
i ---- - IRWRI sWNT j
aRRu,s --�.A MNtC. a MTR CgIFROI}-1 C TFlElEIRY O TELBETRY
YR. il. em _ eR p,Ea�
l T
-r-
Li
+ + +
•
RECEIVED
CONTROL PANEL MATERIALS UST
REM QTY. MANUFACTUFA"
mi
ppaPp.fC1
a
aouNSEDEWI+M ,
a
aou+lcoaodlw
,
_ _
aDlr+kEoveaN
:
aawEneaMsco.>INN,
�anw
_..
V.7
«•att,
Rn1ErkeEa
1ssgB0a!aoD(0MYuI1lvP1fDseMRun
IaDaooDNm
Mswxa'N.nwcrru+SDx.Nlsel�aamPar x_ -- _
_)
ERM: IkMTW\L1N'1 R h MACI V
IN
a
aEwtvrrwMAr a aeaEn!lca TE Ru YnNIr '
E11M,VYIIUuND.AV a BD9M,W OR fEidA2 `vk gV.9dV'
alY✓GW61 t sq,MEDnKTSE ....
Ml�it SaTklYaeAYameT s akwslErscmv
anlwcareTr mAr s m.EsbsaYwotmrA
J A N 16 2013
ML"MMEi W}ER
Mv2D Q mu
E
•aME ni Rk9NN[O EN VUNuiACT XENry Nf(%LUTE WNIWNy I(Ni PUMP YVk
aAa,c.aucwvgm
WE«,'.laDDro,Mm,
kaTEENa nYn DCiY1M? MCITY
�.
DANGER
Mnvvar"maaaiarawo
ckwEkvTACMLaY
_.
HIGH VOLTAGE
VOLTAGE LABEL DETAIL
Da.v NCKRAKi
JAN 0 2 2013
PUMP STATION I ELECTRICAL
EQUIPMENT PAD STANDARD DETAILS
DCM WILMINGTO
CAPE FEAR
PUBLIC U71LRY AVTNORrrY
'•
CONTROL PANEL LAYOUT REv: 1 0
.WCAea PVMPSTAT)ONIELEC.EOPT.PAOOETAil3 �"'
w! ML DMMR«a M aoRdEST,i SD 4
crl�..MALvn m'1.. Q'
SAL
Cape Fear -- a,M 4VE EM PD➢ W D a NRNDM T
PUble USA y AMUTDnty ... a't �PRLLAY aT`} vs mvEAkArMTtmu«sn MEET NO
4 / 4
NERD w•..e
k....>v..
fEj� DORN & A�$IiQA P.A
`�A/
M wwaT a
�a"�n1°DI'•xt
�l CONSULTING ENpNE RS
34t2 ENrcRPRISE DRIvT
�r,-^ Vc�w'
�`IWV1�E
DRw LDWIETA
Y
SOYA.MY
MLMNGTON HOiM CARGLINA
(9/DS 4-ii-4YID
IYY
NVIN Ibids NwW6T
.�Y
NC LICERSE C-1D13
F
InM1MWGWi! rAnullT4
$0uD' CAOW1p W
Ir! Ea (FPUA octK.aw
DY Rill
I,C uDQd f-W>a
4
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
MASONBORO SOUND ROAD SANITARY SEWER E5
LIFT STATION NO. I
WATER AND SEWER ELECTRICAL - CFPUA STANDARD DETAILS

}µ
3-i• BARs
PIPE O.D.
MAU
eLm
;I TRENCIL MALE,
CONCRETE P = ON J �I
UNDISTURBED SON. AS
DETERMINED BY EMOMM-
g(i71M
POINED N
(smEs NExT To TRENd
NOT FORMED)
FY NVEILT IN EV
SEE PLANS
W
NITF.
NOR FCRYS NOT KWIRE0 BELOW SPRING tNE.
CONCRETE MAY BE PU[ED AGAINST SHAPED
BANNS IN LIEU OF FORMS.
CONCRETE ANTI -SEEP COLLAR
E01 TO SCALE
l
-
yATW
PPE GOrMI
SAW
V
AND REOL
]/ NINE OV L <I
YNrx F.OW, i0
Ex. APE
g
SECTION A -A
SECTRN OF
k
PRECAsT MANHOLE
3
OIWT
MIINEC1Nt. N
{
y
EXRAIpP BASE
N0. N 012'EEC. EW.
g
ELEVATION
y
O9W PLAN UPoA2
2
CiNA PIAH UPoAIE
gEIEA D FCR CCNSIAUC,IM
V ND.
UfN:RWbM
RCNSWFTS
Iw PAP
E TOP EP CONCRETE
TowrnG mODUTI
CAST MAHHIXE
PLAN
A
8
C
D
I E
16'-26'
W
r
12'
A'
> 2e
6'
6'
Ir
V
As REO'Y
T
]-
12'
B-
A6 REDO
C
r
'2
,D'
�NWSE YAMHOEs 514LL ALSO CpIPI,Y
CONTHEN STANDARD OEMs FOR PRECAST
COVWEIE M.WHOES.
NOTE: IF DISTANCE '0' FROM OSCHAAM CERTAIN M EXISTING BENCH EXCEEDS
2--0-. PROVIDE AONMCWA. PIPE AN1 BO' ELBOW. C T TO BENCH
AS SHOVIN
pigois] I auslislim6 1\gumpaill
�r
°I""•
909 uNNLT STREET
NtEagD Fa DATE
- •
\ A /E/ WMYHF.TOI. MC 2.MM
BROWN
�'�M--DICKSON
ORn loallmx MaN CwaRle
I
��
���, �
Unmuo'ry InlrafirycUlre <O�wltenlf �F' DW�A
CM1S11�
/e/A
NL NONE MO F-6]].
AEDR' O NO.
NEOPRENE
BOOT
A' 6- � 1 1
T-
A SIDE ELEVATION
,r
PLAN VIEW ._
_
,/2'OtADE 6O
STEEL REINFORCEMENT
COPatwER
POYPROPYIENf
PLASTIC
ELEVATION SECTION A -A
MANNOE BASE SECTION
EXPANSIM BAND
G T MOINO PIPE
�. CRANNY SERER MANHOLE
MAX. 3• NVERT
I
PIPE
1.MMATETERIAL SKC`MATLNS: NEOPRENE BOOT - AS1M C-92k PIPE
CLAMP 6 EXPANSION CLAMP - STAINEM STEEL. ASTM C-M.
2. TWO PPE DAMPS REWIRED FOR PPE O.O'S TV AND LABORER.
CR IRAIRIER
BILE. � 31'
W.
D"3r
EVEI
JAN.
9TA MOD
unnn
1- MEASUREMENT FOR TIRE STATION SIALI. ALWAYS BE MADE MON THE
MMRE DOMYSTRENN YANO.E.
2, ALL MEASIARMENTS APE tAxEm FRO, THE MANiO.E COVER CENTER.
3 ALL MEASLWEMEMTS SINE BE MADE ON A NORTEC,NTAL PLANE. (AT
CROWD LEVEL).
OEFlNROS
R1. - RUM UP - THE HORIZONTAL WEASNEMENT OF THE
ACTUAL LATERAL PIPE
HT. - HENO1T - TK OSTMCE MPASUREMENT AT NE FROM
THE NM! LINE TO TN PROPERTY LNE
D " DEPTH - OEPN OF LATERAL AT PROPERTY LNE (NOTE:
NONWAA.Y BETMEEM 21_AND AO')
MINOR6 : •: •'B B"'L
MASONBORO SOUND ROAD
WATER AND SEWER
STARLESS IIo7m.
STEEL BQ.TS� CWER 1, ENSURE 2A• MN, CLEAR OPENING.
2. SEWER GUMOS NOT REORREO
ON SEALED MANHOLES,
P6W 3 MG W COVER CONTACT
SURFACES SHALL BE MACHOED
SO AS TO 6N5URE EVEN BEARING
OF COLOR ON PAC.
NEOPRENE s. WATERIIGNT MANHOLE RING M BE
OA9LET USED FM MANIOES A-X.
A-Z A-4 A-B. A-10. A-11.
A-12. A-11 A-14. A-15, A-16.
A-22. A-ti A-24. A-26. A-27.
A-25 AIW A-29.
2N'
MARRED
SANITARY SEVER
VENT
HOLES
TOP O
COVER
AIr Q
A
I
. BOTTOM OF
GDLER
PLAN
i•
I 4 7 ,le'
II-
y Tn.
SECTION "A -A"
1. ENSAf E 24' NN, CLEAR OPENING.
2, DNENSO23 S+01N ARE T AL
KNAL DIMENSIONS WAY VARY.
3. RING R COVER CONTACT
m AS TO I IRESEEYEI�1 wAARR1G
OF COVER ON RNG
RECEIVED
1 � �
DC.TN-TV_TjD CITY
RECEIVED
JAN 0 2 2013
DCM WILMINGTON, NC
E/N
MISCELLANEOUS DETAILS

GROUND LINE
- . RIRUST COLLAR _ J.. _ _
MIN. CODER 33' _
3/4- THREADED
STEEL RODS (TIP.)
THRUST BLOCK
ROD REOIIREMCNIS
SIZE OF 45 DEGREE BEND
STATIC THRUST IN POUNDS
NUMBER OF RODS REQUIRED
8'
4,325
2
IY
],I94
2
12'
I7,312
2
1B'
30JT9
4
20'
48.091
6
24'
89,252
8
NOTES:
1. ONCE INSTALLED AND PORT THE STEEL RODS AND BOLTS SHALL BE COATED WTH
2 COATS OF BITUMINOUS BASE PANT.
2 CONCRETE SMALL NOT CONTACT BOLTS OR ENDS Of 1IECHAMICAL JOINT BENDS.
3. TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT MUST BE 3'.
4, APPROVED OFFSETS CAN BE USED IN THIS APPLICATION.
A W ., 4 2 111
x
6 A R.W UPNAi
—•.•.�®.�WAAS0«CC%1517VCTiN
no
NDA
REVISIONS
A
CONCRETE THRUST BLOCK
•B NE I rcn ANCHOR B"`
OEM END
.h SEE NOTE 2
. �1PETICH BOTTOM
A'
ELEVATION MEW
SCEDIIE Ci ANCHOR
BLOCK DIMENSIONS
RING % CONCRETE
AT WA MAIN
THRUST
ENDB
DIAMETER
OF FIE
ANCHHOR
RNYG
CONCRETE
THRUST'OCN
c
RUGS "IB
PER PIE JT
(r _
4
- -
_4
HOlFS
1. SIZE OF CONCRETE THRUST BLACK MOUND ANCHOR RINGS TO BE DETERMINED BY
TRENCH DIMENSION PLUS EXTENSION b• INTO SITES AND BOTTOM AS SHOWN IN
SCHEDULE. CONCRETE INTO SIMS OF DITCH TO BE POURED AGAINST Mid
UNDISTURBED GROUND. FILL AGAINST BLOCKING TO BE COMPACTED TO 9OL
PROCTOR FOR LENGTH ALONG THE PPE OF AT LEAST 6•-0'.
2 EACH SIDE FOR PPE ITTH ONE MCHDR. LOCATE ANCHOR 4'-0' M014 DEAOEND
AS SHORN FOR PIPE WTH M ANCHORS. LOCATE MST ANCHOR S-0" BACK
FROM DEAD END AND LOCATE SECOND ANCHOR 9•-O' IROM MST ANCHOR.
1 WHERE THRUST BLOCK OCCURS, THE TRENCH SHOULD BE AT T1E MINIMUM WgTH.
4. CONCRETE SHALL HAM: MINIMUM 23 DAYS COMPRESSIVE STRENGTH OF 30DO PSL
GUIDELINES FOR THRUST COLLAR INSTALLATION
n.W.n AusN
ypp NAAv * s1NCL1
RiLIA5 0 vW
' CAM
,tiYW(MO)
- --
AroNwA.s
9uiN� w
M 4M
(MO) nxw
M 1sv14nt NON f.S'tlYp
H�
[mxnunNY InlrmWeMA wn.Alanl FwM CSMa
Nc uow5[�ia�x wx4
CMrS11NC11P1
rYTT
.n »_... nie�xa�2
HIooIW ola
RECEIVED
JA ti 16 2013
DCM-MHD CITY
ECEWED
JAN 0 2 2013
DCM WILMINGTON, NC
MASONBORO SOUND ROAD DT-6
WATER AND SEWER MISCELLANEOUS DETAILS
NO.

I
7
r marwwwr
YNOIOI rIITP1
Mw3t/WUYtQ
MMAMMEE
rymrgw,q
iYMC4111M®
,MprrlwQ!
rMIrQ91l� /
/IIOrf..Yl1®
CtlYX1r Y'JMIrV"r
YxfA RPY uR
ronncm,ME
earevu,m
•a±rErarw
•m rirvlw
(Uss mw� oaoq
1{10\M�
E�mN� S. TI N"
wowwra,wa
wuEru,PYs
M Wlt4i1P1
MANHOLE FLOOR PLAN
w*ms
wY¢.PRa'E
w,x.w Teo
RY,bg1,PP
r., yr wxv q�rm
xY rmru m
M1RT VTrrM
� R E�uow
f r`,o`,unYvurcvr
MEFYLr1Y
r�a rwmorfor
R' arSo rP,rawo,n
PRECAST CONCRETE FLAT TOP MANHOLE TYPICAL
Sass 1 m m, DOD%
Em IfGfllr
iY,Pfocoia
, oPPosYEY,a
R Wr10M,OtlE
rwwEr
rwYM yr
r Eaxwu
Y4YU Y.YIR'
rrllrYE
z YMYYlOfrM
TT]
CW'MLr(RIAMiµt Yh2EYWlYE/.f YIELBrp9T1
PY ffI1/RTi.
wci.rW qI MEEiM WMl.E
r`aseRmvrouro»earaYrolx nrwu
Ui[Kl®YY YIILb MgrlYt,PKM1Y W,OMIILVMTfl1
,Y.,w,rYrq,xgwEwYn,
AIR / VACUUM AND AIR
RELEASE COMBINATION VALVE
sos uwYEr smear
�'� rw a,c
GnGf—'
wLYYGr01l. w Mb,
Rpgmywr
K
wR
x rME
WWDICKSON
>a
,w,..0ww
sqm r..b
fME.YC,f.
-
„roima
xc u<Ex w° �-wr.
frmo wn
DROP MANHOLE
(up¢ iwp� oRavl
DROP MANHOLE FLOOR PLAN
ra u.o so a
Wql RRR 6,�
° a a MP�.YCRaws
ad En,.ocvmrerc».waE
11 nqr M,E
rv,we T ✓ n'Errgou,a
Ywwgxm
3•rRFEYMO
IfpPl1011Of
LDy:wx Ewmmrm
STRAP DETAIL
STANDARD VENT MANHOLE
+. rusrawv,YY�wurwxwEEon
rwnEaswwsr,oE+auaou
YWQrE1PCwgwwwM.IIEEt
r. EPgxravurwwmrwmww
wi'4 /I! wl� A 1. V rYOO1M A
Yv arwrt w rmoe wo rYrr,a •r
ioe.r++Yul.
> w.EeMaErwswm maaawawwEu
Cr10 IgA1Cl�OPAq If V MM1.tl1Km
. WyY NYMA(wrllRr.OY®IIW MMgM.E
�/LLtmEMCgwdw ARpYNrY1�1r.
n raltbRnEAYW:tI�x
r MLtME.Yrrl�rR„OwYLLY W
STANDARD SEWER NOTES
nraw®wru rgww.RwgwEr.E.er.
RECEIVED
GENERAL NOTES:
,gacwrgw,ew YwanRrhn Yww E,lYwlmaax Y,vlPerw..
��.';\ 16 201'.
1. MIXMRMC,CRi11LrOORf MtRATp.W w1AlV V W VILrp
rrocww NwAWMIY3Y
x Meanmemnuwuroarrramww.so.inxoeswnxmmRn
MEMUPLIYMLRM111YCIPFYY R1pBRri
• MwYW.1tl1YYwMnOdERIETMIO/.ltMr Ml iMEOMIFN
`,rMPRew wweYieaw rauvmwfEroawe n,suuw,va
DCkf-?VI.O.DCIT`.
THE DETAILS SHOWN HEREON SUPERCEDE CFPUA
WRITTEN TECHNICAL SPECIFlCATIONS VERSIONS 1.00. 1.00
SANITARY SEWER
STANDARD DETAILS
YHW
WATAMTSEIWR STAMMID DeTA" erYY
88-1
rartrru.M.w�,nv.wr.,Pa r
imnwE.eRmrwRY.wRwED
Y.p:TNr,.q b
a 0 2 2013
MASONBORO SOUND ROAD DT-7
CFPUA DETAILS
WATER AND SFWFR
NO.

L
FAR -SUM LATERAL RmnAsaYss
ao¢: raE rnYE2 r sEawm YAMpLL AR RauPm rq R-w m Yw
STANDARD SERVICE CONNECTION
TO SANITARY SEWER
gyro' �: 4v'o
3:
i
6
i
M Ax.L 1' IDMQL YW RLZ n[ KalEm !d RM *O uyx
DEEP SERVICE LATERAL
paw aEvnE tRfA1FA TRw pp
MOB•
..vmn YBw .ro aa•aw w +A
V.IRL YE RMI fd YLnWn,0U1M
.'lowtW YR t, aaK
nw mx « nuY ELR n
r.YBaBr. ,' nv�
T1PAaa Sasp Ra
S1QI. 0K11411YffIR
3FK GE/ Ob
Id C� . r4 R EarYlm n Vte YO dPIL 9WY w PL'.WK P10ryE
fd l.w amasnB. aaiwn/nowt ro uR .w dAR a RaPRI.
!. RMa Ra aYK R [wnY.m TYprJI U.RY.'
TYPICAL SORINGUACICING DETAR
xor ro rail
Up
aoaaw
NEARSIDE LATERAL
VRTR FUGHT OF -WAY RESTRICT10N5
wsavwcar
dvaswwYPxuY
xR ro sr.Y!
9IM1 fKNa YIY[d
[OI YYVKN411. mY1 a1Rm1
fY11 Mllbi[/OEWYIE IKTE.
4u [x] R G9d PR
Y IE! IRTIK YM E0.11R lm
LEKY a.V!(M w
SIAM[SL LiEf19.Ww115 A
ilpi U' JY6 ME
tlOZ PPE 9.Pgff m R 0..®m AOIL WRa
9ll0tl. WOwExP wa iMC N 1E010. W[IPA1y8
wPrwaRciRD u[eEnE'cs'uRu' �L01'iwe°ror'$f. °A
xw rAOIG Am ,Es axE vrEs l.IUIYR PP!
er sY! aR ,wB Pa Ertn uve we
YNEIMTIOI OEfOI MOIIIIE
MPIL .PPaQ[(/VEIOYww 9Kllf..
P1gfA yD
EfMaLLt f1FR t[C
nAwlss awu erPm
f P
PIPE CASING SUPPORT DETAIL
a Y YYY
908 YNYR1 LIaCET
IELfA40 fW OPIE
TuaniIr
cac
ucaa
A'mrmwn"ww°
wPu,p®aYmYLarm��aLa
I
onu LawYaYYmRYa
xsW0�CKSON
wnWY
wY
w
AT�
CCMIYMDNY hFOYtrvcNrL Lu,w/tml
M.
,1/a/APY
x(: tYtiL4: MQ f-W)c
YLxM aYf-
rd awce m[rreMs
2LRYYw.
.Ywn MYr
YOS r!a Pwv.rt r aLv,res, YP.wes .R aTAwaa M R-Y so Y.Y
STANDARD SERVICE LATERAL
0"DEvIRL TPVNav
is""
raw
r xaon
wR V.lw
eEw axususw
a�RIElR�)11[[If®
a^�^a
r.r
mxs..�w �
eeaaPa.waaPY
nwwEawawssa
Yw a
pYnlrIIONC['YI
AmwaE
aGIL: fY[ RIA,! r lAKYa YMnFE KE ElWKD Etl[ R-R R YMI
SERVICE CONNECTION & CLEAN -OUT
r.
yMa
Yi0
IbW aVY),
r
PRE PR
�rR aR¢ i
n x.c sa
.avrmo
�6s
,. aMYAL !V!l R aYIAtC YAIFMY M.l a A[E [11W N.W 4/.r. QMIL ppaa. QIadCS .Yn
Ym�n
v4Ga4�
uTaE m Yo a¢wR YowNA[
2 mlLi 4O]LL Y/.r R 9RELN1[Y tll RaEIaD n OM1 m .YERI[ IYIMKN. (I.E F]. AK WSN[0
IIf:TOS, OIw LYU. ROYi! R4 E]C)
1 FLOI Q MC lA4 YAIOW. 91K1 R VRD d Ory LIBELS
wnm
A YOTI /.IO M9: wIIIYNL 9W1 R CYaKi[0 IY YNYIN IY3
a L1 4Ma R fAPKIED n A [aOnMdD IYIFII (l[ JAMIa !Id), XaRN9. YRAldr PLL1FaE a IE'
aam wr R uRo Fw uNRa EEuvAMl6 aE wen lAY. Rns w.0 xor R Ysn.
a ML M[R.a) CI3,EI3 9YiL R Yi IEYEN W Q.LL IRA 4'TTm) V AEM1KKtf.
). NC YI uo 9iA9: COPKfi➢ m 9LL YYI abSLL Mq EYpFUCR c9VKY0 m pL AL
Rnnnaa sr M YrY�m PYdrov ..w[ro Y[nm ,-90.
a ,-Pool onaPna v A9Nnl auu R .wmuYn w uAUEsaARO sa YrwW .Rx.Es 1paM1 a !0a
PAVEMENT REPAIR WHERE PIPE INSTALLED
LFOR RaYwTE PdE!$.YID rAV Eo MFwa:
C0NMwC1011 M EE£(WN. PEOYIIaaEN)L]J [IFFY1E0Yr
YY)YTLFYpY OMMEP Fdi PUBLIC NPAa REPwYtai
CL 50 DUCTILE IRON
DR 18 PVC
PIPE TRENCH DETAIL
.0 .5
T. S£ R
9F➢0Y �
5(Yl d
waxlx er
PE ExUE01
GENERAL NOTPA:
,. Yolrav],roAwYanexurnPlYOYAn RALW w[wdwnwoBrr.
![xEmna�ev[YwsorasEdwudauuoewdwPowu,o
RIaI M' L01w11Y1C[W a1R0.
e MCdiMGIdwYEROYEId IWdMrEtWlllMp WY0Ni0I11EL
YUYAoswwewn+uwwn
M CbAtl1tl1w1[WdYPEIdRnt01V 641 s11Eaf0MlN
! MO}�MCIa11ElYwVwYlEd4[I0.YIlEI0JiEl YYM
.p/IE11I11�NYIEMRdYl4Y SYT�Pt1lWl.eRAR 11[aY/,Idp
THE DETAILS SHOWN HEREON SUPERCEDE CFPUA
WRITTEN TECHNICAL SPECIFICAMM VERSIONS 1.00 -1.04
SANITARY SEWER I
STANDARD DETAILS 11
1 .N.TAAYpNY9LmAR0M004TAAp aP;,
SS-2
sawsaRaoanwawR I I 2
rwmnwsa�
RECEi V ED
JAN 16 2013
DCM-MHD Crry
2013
DCM WPLMIr, .�,—,,,,, ;. c
MASONBORO SOUND ROAD DT-
WATER AND SEWER CFPUA DETAILS NO.

nma >7m.uenrTnxrmlr
x.v+rmo
a.LafbCYL
>E ximurNwltn wcrP
tWM
MMrwtew
lLLr WPdCMM.T
arum m�weaauoR owe
Tlanowe � t
wrw.ra
aDerm
w
ssrEo
"
IiE��±'
11�MLL"
�.�D� IeYetss
IY®at•Efi\61YV1
FLEIIma WM
urvw
RRR
wlavr we nevmeNLL W Nall m1®PrRMTwtrenurlNNwN
w�cM WPMrMCMwt.Mwm ID6aELrM •Mla, lelma wtl•
p DEr(1[Rw TRlnwn"uworEloant¢EuaerneEn
nLmm�wNiNunTrrtertmte roTmT1.Ne
puisirFB arETexuL Eam TrFYtrIW ro6E WIofMED.
M)EaE MNtL evra{r1eCtHawa V4HEµaa V aRMT11FAV MVR
p w. awn M a�H W E9 MMr oENa Ldno
pTlnMSNNnArmrmnww
PILE AND BENT
.1 wt
1 A 1
y_ D 11 A
RENSIONS
PLE AND BENT SECTION A - A'
wwa
PILE AND SENT SECTION B - S'
MDT M S
Mnr. UDYI WTI
ruv+s e¢r w lur W.e�,ENaLam*
Lrer Mna srMar
DowLEiE.wcT2aavE
�. hli]rPM
cram
Murmrwll
arewnccN.er
er+ra�n
cream
Taurm.aE
nLrrrraammcr
PILE AND BENT SECTION A -A' INSET
WY wr
s..x
YD9 xbaccr S1T�t
iel.[Asm tort DAft
.
nu• w
1 A n�
1IV 1�
reLl.Ewrpv. Mc �uat
(9fp] M2 .2W
MVNavLS
" °"
DICKSON
_.-
I
'roe
+mnaa
�—
cammunilY alrca4MCWr. canadtanta
sN,N Dana.
o..,tp
cDNsmDcmv
D/Rmli
Nc umu[ Ma r-Dn•
mam DNn
•rePn
0ijca
D1P �
mreNYTa
srn�pla�t \
t Mi`
tNnlwE
xaT xcaDeaaronDNal
fILL I.urWln.+unrMEc,
IenuvnanrtrtaL+we
twmrmLW.wM.Arnww
STORM
SEWER
v .. 7 1 Nsr01E
Pwl ' `sw.Ewl
6OECf wE
T TOxf aPYIG
p KBtOm
TIfTEfITlG1gN
-aarrANvcr
P /rp4tiGnH
uMEm®ro
RrISi0.Mlrpe
STRUCTURAL BRIDGING DETAIL FOR STORMWATER OVER GRAVITY
SEWER INSTALLATIONS WITH LESS THAN 12e SEPARATION
NDT w s
.",r, Ds< an. tam n eErva)
FORCE MAIN DTTCH
& STORM DRAIN CROSSING
W.TC
celvwcl
rswrNn
NTltllllWiB..w61
y/a,IfIOCflIMK
AtlePRWIaFMIe
IO.ES
. rN.cL. TNnwui.wm+MN tauomsLrsrMwwD. wrnatrww�tlANr wNNruN
9,ULLnTN/EW W ILL PC lU6 WYieeG VT1CltrTMeAT1fR NiPNWI.
. 4cuxF WREwNI11MrUMMefllrNet
. N. NPE iR®1NLLXMII MiMIfYZLWECaIF.'11�
TRACER WIRE DETAIL
NDT ro e
GENERAL NOTES:
f. MFAAVAiBI WwntdWYOEP/®M.VITTIS/KaaaP1MW�.LWT.
i ll[ fd1lpCItl191E6Nil rLm1MAµ.�1RT VlllreE
IFARE.111Y DpgL6CMlEr9n
4 iIEAMMCIVI4RYAObDEFnrBfYWTgMETILr PgbilttNmaL
n.LmRES WttE [tl6rRYCIWY 6MIeW6w
• TCCa: W41M Cn31P&NErM RAHQ"MINT WIaM®MGl
6 rle CplfMCfW iNPEWormYE {ORUY m`IIl2rWrEEY6we
(wNpMgEAb u3JRf COV.IVCE WT1.LLt LOfM WPT.NEREOUATgm
THE DETAILS SHOWN HEREON SUPERCEDE CFPUA
VYRfTTEN TECHNICAL SPECIFICATRNiS VERSIONS 1.00 •1.M
RECEIVED
A 1 6 2013
3ANITARYSEWfR
STANDARD DETAILS r
aA1RARYSEWER STM/DARO OETu�s
SS-3
�.,;,
a r,
- -
cuereal run.M:vnmAYLxDTM
BNEET
a rPvaMNamamW a•wn
3
MY
S
MASONBORO SOUND ROAD XN90.
WATER AND SEWER CFPUA DETAILS

P(AN V*N" �Sro •r-,14. YL,OI
r uA
N
f Wy vLLw
AAmwn YMEL oNM u-MYCI
w/ mffm sm sTrrous
umovA,O YmrL nm
DP,IOITICOIYEEGTIDN
ARSM IMS-If A us,w
ORrM:n.sP
aT p w. .
L MWR M APffSAlM [OIRVML,T
sT x Jn' YCiw
Z Men D
p Y OR APf"Oln Eglrvµ 1
x
1xI 12
. /5
,loxrnl :n YY..
r a+ar-x ow smr (M s0`
ra �10* Jsm_rCOPCJI.TTDAf0ETSl
M EeuvNar rM SiwtT4
saa sr10tJIs vaasRLLs r w�sE] MewaAPPMrn EaIwAUYr.
Yee¢ D)]1
RMxI,G a YEOTED yL ApGSp LNE
+YTG YMJ
+. MO "I 9Vfl SE KT4 illlrDl OC YMI 4AYL£ iM MD W WM S,H. 4L 901Mff3 9MI1 Z
NSIALIED GERPEIOKU.M +U YNI.
2 90M� SYI4[] tl1 M YA) SN.YI SE MGE CMD Mh6 `, . SACCtE YmOWO Jtll OR m OAFF1
] w+G SOASS MS (SP ro TRAWL APlA MitlY ro .TS,Y AM Q/$ ]Ir /M AA.9Am Rx LOAC
M1MG STu,YN04 (sV uM0 .Sxo a AawlwlD [DavALEYq
SINGLE SERVICE SECTION VIEW
TYIfl1 VAT91 R11L1TI M' ReCTm11PoRRcaoBrtTAL SRIME
SA]Lr NeIE a Mrlts rwrEA BrsiflE
. rn• xe
]/C ST. tE ROM.
S/fgl®
WRr M94A4
COIN
vMT[ BOR Y/LD
IJp YMwO •MtW
g
yM
prY
RtMsOBrKD
MYNIl M D
P)AlPWTM
Ms
RA:
O® lOBLF
S9aaCN
Ir<
YSlTENwIDuMwwEaY5LMsu]4Tfw'
tRAA
TE
OE
_-
ilwNIPM
Ma
]W/AT;'
w"ng
naaa
rE R
Y QGIM1O WI
Y SLOW-0FF
PAVED AREA
UNPAVED AREA
uo nusl w/ rRsm OAS[
Pw eaT Mereirt
PAIi1EMi Spat a 1Y
Or1'.R
aevA s,¢r rl0-E
MG Duel ro
wKr. ux4 M
ai4a
Y-C
,fl
VLLT( SO, Yg�11pp
{D uA60 SbtEA'
GR vAK
VALVE DETAIL
.N CAST fGVC
PEnR Y.wr
srfuf
'...
/ wi LLinswM la rw
� 057 STGNE wa6
METER VAULT SECTION A -A
fur
� l,IIMG MAZr A90RT
GTE Ntw I/ MIIO r im a wOD
IgE SR6) OSSSFR
WATER METER VAULT
rat vJATT3l LCTEns Lumen TURN r
T M t fOMLCttJNS
2 ry0 xM:gwCpWECTId
t\ [DJµ m OTIA S1MDY0
f.YIN RONM1 ClYECMM
r IDL
y
iFM MRi
i 1 N• • fCMO[E CZIY!
Q IN
NTA IWC>1OIA L Lr..a. `f.f'W,6
FIRE HYDRANT ASSEMBLY
Mll 9 ur{
•s„NAM
^'�
Nr NPw2r srwEi
lSTr�aQii
e®
"Trr=f
ffn
.T�IOsix
�unW11Y
eCea'rtltlFF0e
- LowIJmF M4[au,,ne
�
SS.OLnM�
^fK .y4y<ture cmaWlmi
KDICKSON ICIW
Rfn
wJ0
Myl, pAI t IRIY[ t/ ffAtllfd
sTm sLAII Len a AU DAN !GC
(�) OOOI TOrL' WSI
QiAl1 AIL COIIVIFIIR
(f) Y ROOT � K♦
A.,
Ms
A11Y
MW RI Y„Yli
,Y w
VPu M •J V1�
IRer t sx. s-.wr Rnil Afr eLecTRDA vrAL
N���I���T�
Iqn.
+. DJsi s. us. s• Avur MW ar utt,ucA PIa]
a vTvnrr"wsr°uu°YiSnar�v,uL°r °f androAeu�O r
wMiTnR to vPYA em PM .PPRRYA
(AJTDOOR HDRRONTAL PWALGAT
REDUCED PRESSURE PRINCIPLE ASSEMBLY
rev, s-s wGTc fen --r wf
oul4Ac ^�
P0.Y ASV 02131
yp S IK
UH' -n T.s
� s+GP wLurA R-xv
Yma.Ln 4 R 2- 1 OR nz
YSfL .Eavoe M W[luR x-�Pn
[O.IIV 3'M WOR ,OE r f MY11
rM STMNLI9 S,{R J' ClEAn FILL /,
]RRVYS .Vl A,ALA 11[ OD 11 MTJ-,]
WL01Yo WCR sivT iM[81G v.4YE ow arty BYL vKSE
SwOOUlICN8 sOSfS SWS-u Sla,
eeue a �� ry . rMr M MPr
M1M YAfI
1..t I�Jp A11T 9 M MSIAI�tD SET ME A. IMM r,V AID ME W7131 SIV.
.Yl SIMYI WR E MTAL= YGREMNM ro .
2 yIVC1 SLLplS W PTC YAS6 9 ALL S AM SYD MASS K fµQ1 WYOVJD
]Y11 M [MVMdl
] w'O' e012s w3®MIL w T1IJiL 9W1 DY9ORI TO ab At . m AM
AAflro Mm LOAD "OAC SrNpVpS (4/ Yppfl Jsa a YMgTm [6RYAIUT)
Alm i,wOrrm IINIf.Pl
q),D JNSTAUATIDN
er
rfADw T I,LAI
!W aY
�3eAfc+D,e nf1Y
DS
,. WST SF YF. M AiTY 11g1 µY 01C7
CA1 A.LY
a vATA wOb OOu58[Mr a . SA .SKYILr
I IMA w . APPI OVAL es xva{o AM ws+rrco 'O
O'.IIA [y0 fye YpgYA
NODD(R NSTAUATION
DOUBLE CHECK VALVE ASSEMBLY
w s fur
GENERAL NOTES:
+. NO f}t.T-= YAl.. M PLAgD a .WY MAA. Ora O, IWMRA2. Ynr.
] TIL W .'0' Is RSPMYr] Tit La.TNO AL VN%NIDIt u+AI IR4 wO A wY
CM51WCRpJ :v,s.
] la COIIRACIP 4 R[YW4ML fit IlAAAOR Y Y"IYWJ,r µe MO9O, C(.MAC YEISwS
!YF WATRK,AW"CMN O N MOTES
L M 014 RYO,fif faE w DOWJ, 1 AL OSTIIMD O.
1 M LOM1RKrM O C➢A®t eG NAY eOW t SIOIXME MIAf (rp uM.wIS .ND IX9Aw
CMIDIZ rM ML Li4 YD SL1F ,EYAAM/SY
THE DETAILS SHOWN HEREON SUPERCEOE CFPUA
WRITTEN TECHNICAL SPECIFICATIONS VERSIONS 1.00. 1."
WATER DISTRIBUTION SYSTEM
STANDARD DETAILS r
eMN
WATMETANDMODETALS arPYT
WSD•1 P F �a
swsrfAf�ATosMffs .
wrMsssv
elrRpMMfYa
RECEIVED
ril
MASONBORO SOUND ROAD
WATER AND SEWER CFPUA DETAILS
N0

ypNr 9xarW YIKS
PP W WIKiUYA. 1E511N pGe.CET
yyyy NyfROrE/p[rENIwE Ywxc.
sxu EIO v cAsue Isc
.nER rzsrMc MM PLL'NAn Slm
9ba1 MAKK A
sxNltss srm 4wvwn A
sMn umc PPE
(� wE SIWOeT ro : HNYD *D veowE PMsrw
9NPP115 NY.Y CNY4'D AS .LLtalIN3KFWGlID. pYAA Qn
PFiRPEU4 mOWtT YAY XD' 8: YSm .xS W9WCMr
A(O St c YD ISO 9S VM[S ENNpSq pE
Sr RPE 4=E NO rtx
YNIUfKM1N(IC YF9W Sr. s1FFL u>w RR
4xa. .PPaoaiuYmME vAeND
vawlYn xro
Stlxlf4 SIFII l[O
srcxuss s1En e+Ro
.cnoN�
PIPE CASING SUPPORT DETAIL
w w EeYa
MMIFXf SKm NO IPPIYM N R/Y
YNIEi. SEE HAY f011 NGIrVIK IMAMM
W 1:, YtlS YN.':1 RDVE
=Ry mP w NNI EDDi 6
PAY f 1` PAWiNT
J 1YR �
WUENED Sr61E BI.S
S1EEL ENG1YIOir 1YE
4K EGW EIO
t�t/SYM RLL 9E PBLWFL AT IK 110 ..K SNON1 W INPWIIN PRP1E
rm E.d rn®lo. ePPc%Yu«c ra uY ro waE rs u:awEa
a 1RAtu YMF swu . COMiNIat rNulPf c=sMD
TYPWAL BORIt"JACKNG DETAIL
.Sr YKY IYDD w
oNYll auE IS W a-PD
P ror aSRr. t T
rNYI M A unNEYT
P a It,I No aa•.
IY
1 aT1�5�U- 4 oAIE
RE s!
yp][: IsS DAP. (a.•A PI Km.)
WATER MAIN DITCH
& STORM DRAIN CROSSING
N W YVY
mI',
r� .OJLIlo
All
, [��I.
iP'�'1z' 7�11
1 �Nls Y.5Aw.�
m'
mm
00
Or1
37*7711
�
t,WIN
H
Ef
MAW.
r�ii
rM�.
wm i
�.
On
E3af
iT�
11�
�i
slam
rr1ai
�>•LM
�'��.
ra
ars.am.
arras.
ma
m
dm
"E
�..s1OWN
FeSiSill..H.W.
E=a©.
S?7 1
[✓Eli
Qom.
tC ice.
EI3iEii/
.%rm
C1iFS5.
x024 eI3D PI f!0 P51 165I NSSSINE NIO aGW V4 Sh BF.IIF.e CNKaIY.
i .GL SMNe PmrNYs ro K a,MRn ro uasnMem ONaNe.
x Ys: YEo-A-uc (.RumYn) M ua a aaaPc .rN ROYOMG
THRUST BLOCK DETAIL
Eu,r
I.l�1V@R WIl NPEt KRROY1tl1AYOCOK4YPB[YYtMMOM AYDP OPIRRNLLAIKR
= wAs�uu.. nwworo.0 Hcw.aYAM IYYM rNnrol2=rrEnwsr.PnuvwD.
s NallarsE rowTawoaewnrMr
♦ 4t MMt9YEEdYWL WMNx1N1gb?YYECMB9YN
TRACER WIRE DETAIL
a'"�'.."•
SW YNIXEr s1R21
RfIfASED TOXrEl
2(1
S
V V I� its
�DICKSON anb.:occxm� ava csM:.
1
swa caana
casmmxOw
wk
cwnmwlq Mhwwawr. w'wl,.sle
+vs/=au
.a< cxENse�rro°i-nt>.
1Yaxn oYa
N SPINY
Y/ rAP[
I�B.�IXFlLL SMu(. BG sWrNtl{ YG1pCK ..'Is FREE r9P1 IGYr Mc alfDi O.MS. M cs NO um
r0 ND Ei YaSNRE.
a. SFIE<T .1: wv P 9JgsONTED m YEPIa[D n arc ro Naha OP®ADIYRE n.E. ssT, xRc anmYD
,MGsar, aEnN vxe. HDYwxf m� Es).
a. a-Mo. a NK eASE Y.rtNu sN.ui a usm a on snrta
A 8M(FlLL Mb G.4 wlaeKS $NNt BE LdNKr[D 1T YYyY \FlS
S 3L 9t4: BE SYPKrEp 9Y I. ICM.W2F0 TAtfN (" AIIPMe yM} S`rt W rER.1Ml R6uA5 ..!'
Yom Y.r GSED fa L.Hl EN%1 11194 9Y MlE rNa MMW 91.V1 xar R uYL_
S. ALL MMON'a C.e1Nf6 atN1 I wM 111
QKC .xo 9tGvalRe R MN1C.lL
J. AB[ e.4 IRD HH4Y fLR II rO 93S Ylp eKNiLL NA [YBEWExT CpIVKIED TO Poa /.5
GEIpi W aV M YPYPtII PPO Msllm IYINOU r-n
6 I-EODr WreKtS 6 ayxN.i flNt e6 RYPNYp PI WPSTYRED SPG. WwYYY .9Pxk' CEN41 i5 90i
PAVEMENT REPAIR WHERE PIPE INSTALLED
(EORRCVALEROROBN PAMARPAT
CONERALTORTONEETAWREQIIRE WSABWPWOSY
RRlNT-0E-VMY OIYNEH iOR PUellt R(Na gEPNPb)
SrFft
Ib115M: AT IkPIM�O
wPITA NNf r _
'HIM eRIMM 1 . Vlt YALE£
•PET
1lA� MSE
!,
N qNS Of 1/ C[CK
PWYIQ VY
COMR
STNWC
w `I
49 YMYFD `MiPY
}°
rnau sEmrce Eawacrol.
j
(sE. ar,N NYeI ,no-1>
1• slue aD` r
1- ppE
1• a.9 9AP
O1Kllfl!
1sa.P oR
EaAwMI
SAMPUNG STATION
M.0
PAR4=M
S P[ r 1
EWYtAIOhANN r YM , —OD r YN
CL 50 DUCTILE IRON
DR IS PVC PIPE TRENCH DETAIL
GENERAL NOTES: .RNNUCDMmiA� iOCNAµSfflµ
WWW[ixXf�YiI MFmAWVnuIFM .1
cusmuc t. W.S
11Y tPIPKrpt Is IRS4P15 M.[ fw iFWo1Mr s[AVExI ulo [x09Jx cOxlRa Yr.ws
waE C SiR . x:x MocYr'as.
t 1M CON1RxLttIR IS PE4 S%ry 1. SI 'MlllAl 6 n1 .S. MU$
S DIE aM1RxLTY1 P MY.I E 1. vAr pOW ! ST0."RRl£ YtEAS (t0 NWAv1 ANO Ex yJYE
WtPUNYc Rm uc uzu Avo sort �aAwlNMst
THE DETAILS SHOWN HEREON SUPERCEDE CFPUA
WRITTEN TECHNICAL SPECIFICATONS VERSIONS IA0.1.04
WATER DISTRIBUTION SYSTEM
STANDARD DETAILS
.ATEII SrASAM OEr
WSO-2
fYAP1MNYCYRT•
>wm=.rRa11N1saR
_ Y\..I.IOI.EN.PE
1 IS I
RECEIVED
4e:1 16 201
DC, Mdv!HD CIT:"
Nc
MASONBORO SOUND ROAD MDXT-10.WATER AND SEWER CFPUA DETAILS

/ INSEj \
/ WiroeCltE
rruw \
rf>wucwnE� I
1 MEY �Xf
\
,1
FINISHED GRADE
FILL
won
aYirN UY R
BxwrA"Y
StMd NFE "'" Wmd&B[LaWO
a raEOEora
OBrONE IEKVXa m�awa;FOWDATOX
.uNs»mro run r"w rnon
acwus FowwXmx Fmcarvroa
4" SANITARY TEE SEWER CROSSING BELOW
STORM SEWER DETAIL
EMERGENCY OVERFLOW CLQSE-UP
6 X 6 X 4 OUTLET
SANITARY TEE FOR
GREASEINTERCEPTOR
SANITARY SEWER s .
STANDARD DETAILS
lean
CAPE FEAR aFc.osn
PUBLIC UTUMAUTHORITY
♦ owaaww aca+o STO
AM B SANITARY SEWER STANDARD DETAI 7
1`-
Owa a Fear ---
PUb1ioLtt!1ryAuihwlty _-. eaoemxaexrpmeapwa ry NO
__. _�. __ wxwxarox.RJaw 313
orFxeP,wraaa
A
_�
OI [ M yxSipi G ZBIO Epp"aV.V.S L
a,J„e:.MJ MASONSORO SOUND ROAD DT
DICKSON w — asasaPC CFPUA DETAILS
WK
` `" `"" —' ? p WATER AND SEWER
RE 5 PER piYS X15 ]1 M 0.�:fi MM, cwnmunMY FMaFhueNn emaWtOnla Sw. Cadn COKmuCXGx �.�E'j
v�xo ascRv wn: x/e,Yo�] —.— a NO.
REVISIOXiS nC ucEx �a c-Jy,� wca0 oxc. �'

ELECTRICAL NOTES
1. ELECTRICAL WORK SHALL. BE PERFORMED IN ACCORDANCE WIN THE
NATIONAL ELECTRICAL CODE AND REQUIREMENTS OF THE LOCAL. AUTHORITY
HAVING ,AIRISOCTIO,
2. PERMITS FOR ELECTRICAL WORK SHALL BE OBTAINED BY AND PAW BY THE
ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL PAY FOR
ANY ADDITIONAL FEES FOR INSPECTIONS. TESTS, AND OTHER SERVICES AS
REQUIRED FOR THE COMPLETION, OF THE wMH,
3. THE ELECTRICAL CONTRACTOR AND ANY OF MS SUBCONTRACTORS SHALL
MST THE PROJECT SITE M WITNESS EXISTING CONDITM AND BECOME
FAMILIAR WITH TIE SCOPE OF THE WORK REWIRED PRIOR TO S,I MM"KIC
BIDS, WORK REO URED BY EXISTING JOB CONDITIONS NOT INDICATED ON
DRAWINGS SHALL BE INCLUDED IN THE BID,
N. THE DRAWINGS AND SPIDORCATONS ARE INTENDED TO RESULT IN THE
PRODUCTION OF A COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEM, THE
ELECTRICAL CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, EQUIPMENT.
AND OTHER SERVICES AS NECESSARY TO COMPLETE THE WOR,
5. DISCREPANCIES IN THE DRAWINGS AND SPECIFICATIONS THAT WILL AFFECT
THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT
AND/OR ENGINEER PRIOR TO SUBMITTING BIDS.
& AL, MATERIALS AND EQUIPMENT SHALL BE NEW AND INCLUDE A SIG PARTY
LABEL (LE: UL, CSA, ET, ETC.) LISTING APPROVAL FOR ITS INSTALLED
APPLICATION.
➢. not uXXa.
8. REVIEW PLANS OF OTHER TRADES FOR COORDINATION OF WORK AND FOR
RELATED AND AO,WWNG WORK.
9, REVIEW OTHER NODE PLANS FOR CONSTRUCTION TYPE, ETC. REVIEW OTHER
TRADE PLANS FOR PROJECT PHASING AM STAGING REVIEW OTHER TRADE
PLANS FOR WORK COVERED BY ALTERNATE BID ITEMS
10. ALL RACEWAYS SHALL BE RIGID PVC SCHEDULE O0.
It, PROVIDE NATIONAL ELECTRICAL CODE REWIRED CLEARANCES FOR ALL
ELECTRICAL EQUIPMENT, COORDINATE RESOLUTION OF CONFUCTS NTH OTHER
TRADES,
12. CUTTING AMID PATCHING TO INSTALL DEVICES AND EQUIPMENT SHALL BE
PERFORMED WITH FINISHES RESTORED TO THEIR ORIGINAL CONDITION. SUCH
WORT( $HALL BE COMPLETED TO A DEGREE NAT IS ACCEPTABLE TO THE
ENGINEER.
13. PENETRATIONS OF STRUCTURE WALLS, FLOORS, OR ROLES SHALL BE SEALED
WATERTIGHT. INTERIORS OF ALL RACEWAY CONNECTIONS .AND PENETRATIONS
SHALL BE SEALED WITH NON -HARDENING ELECTRICAL PUTTY,
14. VERIFY PROPER SIZING OF OVERLOAD DEVICES IN STARTERS BASED ON
EQUIPMENT NAMEPLATE DATA,
15 IF HORSEPOWER RATINGS OF EQUIPMENT DIFFER FRGM THOSE INDICATED ON
THE DRAWINGS NOTIFY THE ENGINEER FOR DIRECTION.
16. ALL HARDWARE SHALL SE STAINLESS STEEL.
17. ALL CONDUITS SHALL ENTER THE BOTTOM O EQUIPMENT. COMERS MILISS
SHALL BE USED FOR ALL CONNECTORS
18. CONDUIT OUTLET BODIES AND/OR CONDULETS SUCH AS LB'; LL'e, LR's. ETC.
ARE HOT ALLOWED.
19. ALL CONDUIT CONNECTIONS AT EQUIPMENT, ENCLOSURES, AND NE WET
YELL SHALL. BE SEALED WIN NON -HARDENING ELECTRICAL PUTTY.
20. SHARED NEUTRAL CONDUCTORS ARE NOT ALLOWED.
ABBREVIATIONS
A AMP
AFG ABOVE FINISHED GRADE
ATS AUTOMATIC: TRANSFER SWITCH
C CONIDUT
CT CURRENT ERANSFOlowm
EO EWIPMENT GROIND
HO HIGH INTENSITY GSCHARG:
NEC NATIONAL ELECRWAL CODE
NEIW NATIO41. ET.ECIM, MANUFACTURERS ASSOCIATION
PCP PUMP CGYTRCL PANEL
SM SmI NEUTRAL
SWDA SUPERVISORY CONTRA & DATA ACOUI&TION
SIPS SURGE PROTECTION DEVICE
V VOLTAGE
W LURE
ME
TOGGLE SWITCH; 120/27N. 2OA; MID 42' AFF/AFG UNO
$
v IN WEATHERPROOF BOX WIN IN -USE COVER
O. GROUND ROD. 3/4- X TO' COPPER CLAD. WHERE TWO
RODS ARE INDICATED, SPACE A MINIMUM OF N MINT.
HOMERUN DESIGNATION, V2
CONDUCTGYa UNLESS NOTED OTHERWISE
OUIPMENT GROUND CONDUCTOR
_�A5E CONDUCTOR
TR4 CONDUCTOR
8 DETAIL CALLOUT
[x Lw OE?AIL CALLOJT m
T L SHEET OETAW IS GROWN.__
AttCHGR BOi 5 BASE OF PWE
LOCATED PER IENDOR $NAIL 6E CENTE�D
DATA, LA51 RN PUCE. 1 ON CONCRETE BASE
PLAN
MATCH POLE
PLATE ANCHOR
Sim & PA
1-0
6' WIDE —
CAUTION TAPE
666 VERTICAL REBAR O IS-IUSE.:
3/i'G/6 GEC
n ROM TIE RING$
0 12' SPACING
ANCHOR BOLTS AO'AE.LD
CO RECT(
PROVIDE (1) 1- SPME CON
CAR FOR FUTURE
INDICATED FOR -CDiCUNY, \ T—3/4'XIO- GROUND ROD16'W ONCRETE BASE
(3 PSI)
®POLE BASE DETAIL, AREA LIGHT
NO SCALE
INSPECTION WELL /
NON-METALLIC
VALVE BOX
GROUNDING ELECTRODE
CONDUCTOR W CONDUIT
TO SERVICE EQUIPMENT
EXONERWC II
(off
I�
(j \_SEAL ON
NONDENING
MM
TRI
ELECTRICAL PUTTY
�'- rx10' COPPER GROUND ROD
®GROUND
ROD & INSPECTION WELL
NO SCALE
SOURCE ID LABEL
Y. OENl
MS, t. PANEL UR OTHER POWER
S Ra
FED FROM
PANEL PS - CIRCUIT tO
VOLTAGE, /PH, AMPS
LOAD ID LABEL
EXHAUST FAN f-13
ROT«
I. EN AMI LUBI S SHALL FEAYW M ACR LEitpl$ GN
Wen a OIIWtq.
2, FOR }PPD PM!I OTRER THAN NOVA I pNQO!Mm
PROW/'. 9LVUCATE 0 LAXLY Ot%(X ENCLOSURES
BUY
6
U
�igtCE YAW
-
-
■■■■■■■■■■■■■■■
■■ease■a■■■■
■
■■■■eee■es■■�e
■■ee■eee■e■■
■
■9eee■e�Iee■■N■■
■ee■■eae�■e■■■■■
vYiNfis'YIWt
PLAN If
EDGE O STONE CONT ..OR TO
CODRUNA'E LDNOVIT
E.NMES WIN GENERATOR
//A---3000 PS MANUFACTURER
OL L F / CONCRETE
/ EACH WAY
GRADE
12'
�-� 12- jam- `.ODMPACTEO
STONE (/57)
II--¢ PROVIDE ANCHOR BOLTS FOR CEMRAtGR to ENCLOSURE PER
MANUFACTURER'S REQUIREMENTS.
2, BASE PAD SZE ON ACTUAL EOUIPMENT SUPPLED. PAD SNOULD
EXTEND 13 PAST EWPMENI EXTERIOR IN EACH DIRECTION,
EQUIPMENT NAMEPLATE IDENTIFICATION
LUMINAIRE SCHEDULE
CALMr I SYMBOL BBSCRZPTIO.V I MOUNTZAC LAMP BALLAST POUTS ADOBL N m
PS OD LJ FLOGHT, PUMP ROUND TAPERED (1) 25OW PSMH HPF CWA 120V 1P 2W I HMOPHANE i25MM-12-K-W-PDPRI2 PULSE START CWA BALLAST; WET LOCATON;
`_0
-i STATION ALUMINUM POLE HUBBELL BAHS SERIES EQUIVALENT WIDE DISTRIBUTION: PHOTOCELL CONTROL; MAY
16' AFC WMARK MPWR SERIES EOUVAENT FINISH FOR POLE & FIXTURE.
nH m
[K GOTHAM & ASMAiES P.A.
CONSULTING ENGINEERS
M!2TINGGHPRI$E ENGINEERS
WUpNti,GN NORTH ARGJNA
(9101 452-4210
w 0LL Nc LICENSE F C-1073
Vc^w,
IWV,V
PmInw1NY HvofNNPbn^ .."ont.
as Y W¢ S q T
�11010' N°
wo)nv-.Zon
1
ONb tmlplc
N"M' CNH° K°"VyNp
NC LIGpff F-9} N
1bi f1.E$ Q£Gwy
TOR PAD DETAIL
'CP-6.8
VALVE VAuu�
�v
ELECTRICAL PLAN --c SCALE_ r-1'-O'
SCALE 1/4- . 1'-W O I 2 a lm
'y
0�\rl
same an
H HATCH
BAK
VALVE & FLOW
METER VAULTS
'NET FOR
CABLES
I PASS
FROM VENT OPENING
W' FROM VENT OPENING
!T<Y
CLASS I. MVISWN 1.
GROUP D HAZARDOUS
LMATON
p '
CUSS I, DIVISION 2.
GROUP D HAZARDOUS
LOCATION
FROM VENT OPENING
FROM VENL(g IIkED
JAN 1 6 2013
WET WELL
WASTEWATER PUMP STATION HAZARDOUS LOCATION DIAGRAM
C ALE
RECEPTACLE LEGEND
SYMBOL MBMA MOLTS !1
$ 5-2M 120V 1P 2W POWER FOR GENERATOR SATTflNY CHARGER, BATTERY
rATT CHRM HEATER, & WNOING HEATER
5 20R INV IP 2W POWER FOR GENERATOR SLOCX HEATER
0 SCMOA 120V 1P 2W
- NOT RELEASED FOR CONSTRUCTION
MASONBORO SOUND ROAD SANITARY SEWER E7
WATER AND SEWER LIFT STATION NO. 1
ELECTRICAL- PLAN, NOTES, LEGENDS, DETAILS

IMYFTAANItllbl.b@RF
E.R
�IIM
WYWA
QY65BRA1
LCifM
Nblb
FIYMKi�
♦A
1RMifp3NilC«OOdIICY
WCyIiFPMP
AA
SWii
"AAA.
M Ws
PSN
PFMIMN}r e1F11Rt RMNp
1CAM/ttl
A
AAA
iM
b
WEM1b{bMBRP,iKE
B':A%
iVM
OftEMip CMR84 PIM\
mKMRW.bNSiFM
euPnNr r.u.,srumolx W'ams+
SIYIMrVR s..FAIrF:uVW C-0IIX:CN
LOMMu4F0.S48tMN
"ASIA
b
P
b
OY
Gt
S.wN)91EMOA
eErgMTP S.
MBC y4.nC
FR
YiCMiYi
SNO
STMfCONVM
EMIgpL
TMBn WEPRWFiFK FK
SCYNYF. CVtf
wn
lAYW3NlFIWMLf-SYSti
O/[MFW FFLK!/,LM!
WNIO
PA
wMOhP181V I3PMlK
SC.WAiI (13{F
wY
AIYWAAIIFMIbMi
Oq«[FY.NKSKMC
PA
w WF111M33Vi rK
MM
.nA
pMNt3n RIYWLfMKi
wC0®OLBYlSPV1
wnMWflAt3FK PA3IFl 9a s..YFpINWb
wAaWvewMavAFAauW.v mANmoAn
IGM1M
mllw
PSK
w3M1dF 3iFNtFpyillK
iWC1M/IL
AM
Au
AM
fnr
SNt
aw
AM
AM
sM
AM
Ai.
wbMML PNfa O'SM
afiaA
Sf-SOA
wfGNlARW83�f
wn111313AM
wniK3AAq
wn AasrNa
w.RN
wv.Aa
wv�vF3TAw
,mu«e«IAVEL
IPADwrK OF. UGw Awl.1
Pn BnMR \oss
wnRNmlY.vadEiw!EccArrW fKYPCAP4
w4RnflYMF99iMP1F <01YMWFb n'•NV
vuAi
b
b
o
b
b
b
a
b
b
�
DS
MKF
YRIMBIa IFVfI. FIMB
fY
FLMiBvllClfi
CLMP0. PFlFygWi
YARF'ALRACIISClA1:F.1n6P\CE4
VMA4
TERMINAL CABWFET FM P
ROOM SLOAT CABLES
TERMINAL CABINET ATNWT
PN1P
ATS
sCADA
IXF
G
A
®CONTROL & INSTRUMENTATION
CIRCUITRY RISER DIAGRAM
Nd SCALC
fit"sGROUNDING & BONDING RISER DIAGRAM
t�v NO $CAI
TOP CAP. STA4WESS
STEEL (TTP)
A• OA STAWI.ESS
STEEL POST (TVA)
WATERPROOF C CTORS (DESIGN
BASS: IONO DRVCFARi) FOR PUMP
GLAND
ITINGS
PUW
CONTROL
PAWL
ELECTRCAL PUTTY. T01'
A BOTTOM
36- FRCFL CONDUIT PENT OPENRIO
60- FROM CONDUIT / NDYT OPEFRNG
COICUIT / MENT OP INC
(Tm). SEAL PENETRATONS
'MR1 NON -HARDENING
ELECTRICAL PUM
STEEL CHANNEL
FROM VENT OPENNG
FROM VENT Q'ETBNG
FROiI «ATCIl EDGE
—W ABOVE HATCH LEVEL
SEAL PENETRATIQVS M�TN-'
NON -HARDENING
SEAL PENETRATIONS MTN
ELECTRICAL PUm
MB'
MIT,MIT,
CALHARDENING
IGL PUttV (TON)
GRAB
CONCRETE ENCASEIFEnt
FOIL POSTS
-OATS
•
to- SEAL PEKE S ,. •
'
I�
NON-HAROENMC ELEC1R1Gl BITTYTW
TOCX
I
._"..t. ... - CRpp D HAZARDWS
LOCATION
(1) INSIDE MET MELL
(2) S PERWETER ARIX1NLi HATCH OPENING. W NGTI
(3) 9 RA us SPHERE. mom VENT OPENNG
C1A54 1, DIYtgON 2
CLAV3 . HAINFDDz
O'ASS i IN= ] O A ff'ATION
(1) INSIDE VALVE VAULT.
(2) S' PAENS SPHERE FROM VENT OPENING
LOCATNIU
EQUIPMENT
& CIRCUITRY DETAIL FROM WET WELL TO PUMP CONTROL PANEL
up S: ALE
IS"C AiHAIII h MEN015 P.A , /�/ FY. MNFyi SA f
CONSULTING ENgNE RS �ir�^Aiv'ot°".'Ic AFRI
DN2 En icRPR15E DPIK DICKSON (ao) Ai-aTm
1NI.MINGTOti NORTH CARCLINn Dllli! L<vuna
(5101 552-e210 NOA = K=
ctmmurillY nNaAWc(ura un�,IWnM SdM CaeM1�o Y
EIfY OLCM �' OiII NC UCEHSE X C-tOT3 NC ll¢N4 F�6lii
A A
Fkll
y: II{� )IIERMIN4
IITIyI TI/y 'IT/IIueINLT
b
© PUMP OKLATRf: II- PYC SCHEO CONOVIT. DI4,ieG (2AOV, 3 H POMER), t/1t (OWAlEYP k SEAL FA )
�l CONTROL. FLOAT CABLES. J• % SCHtp IMMUM, G ES SUP W. BV FLOAT .10AVIATER
W"tCENILV LONG TO RFACH FROM WET WELL TO PUMP CgiTROL PANEL MITNOW SPLICES WNIE PASSMG
THRWJGH CABLE TRAY A TERMNAL LABINf-r
THR 6 A REV" Oi A CFRM STANOWD OETN4 SEE SILLiT E3. DETK 6 FfW 11E LFPW
D OETALL AND F011 n2 fLECTRICCl1 EgIPMENf SCNEOVLf AND CLELACMI CONCUR SCHEDULE
TCFPUA POWER RISER DIAGRAM, REVISED
SCALE: N/A
DRAWING - NOT RELEASED FOR CONSTF
'PAr
14 16;N3
)cAs/•nA.;4pc'j V
ilk
MASONBORO SOUND ROAD SANITARY SEWER E2
WATER AND SEWER LIFT STATION NO. 1
ELECTRICAL - RISERS

MY.T!ONS I ADP.TCOWENIS
I EOVEMEM PAD SECTIW.
•. N ADOIigN TO CiHHr1ED RW EIOK.ATED PSCE rYE ErICL05{IRE
INSINl TWV EiROVNp RODE EkTEPo1I1 roTME ENCLO&AE.9FE
LOCATHXFSON IASN
p RFrtBf CWCVIT AYIR 6/IRWTNG. ttEREVIEED CETAL IXISE£TQ.
c. NOTE FOR ALL UIG PYL GOHWIT TO BEMMNNOF TCN MR.Y2
ONLY TO MAN T3 FOR DIRT CAKE8AAOFlOATCJBlES.
1. EOUI%IENi PADPLAN.AtARGER EICLOBUPE LMYBE RE011lSDtiEW
THE INDCATd.
). MOINTING FPµAA&* f DETl1E.Iq CCMENTB.
/. NMYLI(iMF MTG CETAIC. AEARGEfl ENDLOSUE ENY BEPE%gpEOTNW I
TIE INDKATEOSAkB. i
S. PUMPCO THAN
THE
DUCK
AdU UTCHNGIW.TLE
RATHER TSEN THE RANWICk RELEASE a&R CUTP01 S.
l POWER RISEN CMICWTfl6 R1 ROUTWG. SEE RELr19E0
DCTAR ON SHEET Ei.
T FL . 2.XGAFUSEDOISCONNEEcEErg.IAYSEM1: I
FtISFS. t
A-l9AAAT3 1
6 ]MDA YEt1RIC PART NUMBFAS. I
T. RECEPfN1E SRN.18E WFATER RE&BTINFTYFE: WYFR SIIµL BE
MUBE TYFE
•. EEECTNOOMCVITSCNEOEAE,
2- F'1D'1cM.SPNAW: ]fIlTN:2 Cg101kf
} }ypZApY,RHAW: D/t IIN,ESG;?CONDUf
b IZOMOJ.SPH,aW:3k1./iN,IG; SCONDIIR
b E11YfaDV.W1iAW: #1 RIN,Eq; 2COHgAT
-TaM/,DPlE U.G. SOE pr[trc
L Yy BARE L-OIMER: 1' GpOLT!
1. rcormurt
9 GENERAL NOTEB,(BY SEE RENSED POEY£R RI9FA pA0RAR DEfIY ON
RANEE3HANR CORDOL PANE IIgI ATTERAMNTpNCAMEET
MTNER THAN PUMP CONTROL PANEL.
N r
E. SE RD DET ARE PRONGED FOR REFERENCE AS HM
STAR N't pET.ULS, RECEIVED
DETAILS BYO ARE PRONGED NFRE «
THEIR ENTIRETY AS ESEEIDET I CNEAIIFAY A "SO ATES
N INDLUSWN OF THESE NEAIHAR DET k AARE ATEB
INTENDS NO RFPREBENTATON THAT 1!E DETRLS ARE A
PRODUCT OF THEIR 'AOPN.
1. EQUIMENT FRONDED SHALL CAA,E 1 A THE
REWIREMMOITS OF YHEN4 NORTH RESOURCES
DEPARTMENT OIT
AT
ENNITI, DOT AND NAIRUAL RESOURCES pN40N OF WATER
WAUTY DDCUMENT. MHMANMIGESION CAYIENM fdt 114
FAB T MAG FFAW 1 TiNG OF FVW SnTkXAS A[O FORCE AMINE.
RLv, x DESOEPLIw DA
REN510N5
�-ALLE.eei�Y.EowEElmr<r[wFenTmWm,ux K,vnF..Ess
sTEa MNaEH.n•avB)E•. EABgrsAasPTA1kE erar WIRE
p fiL L+1
S.AYyE99 tItFL�
lz.f LDutxtuvEMx DH
tl 1NUlR4THDiwy�AAlaNOrmPWINn TEPAyELVDYa
1 AtARMxax
O
ON9NR 9Gf5 CF:WlLLNG
iEEy p-em WrffiE [vSrMER4
aaAErrrr
7
�'^
4 fNNf
:4L
I R_ifl
Ifp@FRESPC45fN)t9 ENGLLUYxE
�
) a
-
AyyNAIFALTINEDEv-y£tiEN WONI9, WC_
1 'MfxIMA' DbYLE D'JfYtb. fNWi dNEp
E
5 � wr,�ExQPAw /�,
I
j� f -(s wemwN:a«Eai
.. •
-O[Ir1anE
dSIrF! MEERBII
��.©
jWnvuTC TR.W)ftTSRT101 /mPPalw
• Py T
-
DIRNPffyPflGi
fYrxTTrllFAli-0WE�
�MOTKrJW
j'3
_ _ -.
4 Y
NVJIC6VNtGW y M//mIPARKR/•YNIRI
___.. .._
r@WFD MOIXKREMIECE
1W000DRI Y ATMIRIINYEWYMM
s[u�coiaurxWRTRatnla
f I 1
POWER RISER_DIAG
lbxFlAW6riW FJ[C NrtiT
I
�m��
6
eNLcfFrrriNDe
"W[ExF.LeNEYErrtw
>s
•�
«M MHy
TV IFTfrTATkNFV[. 1'IXNIM
y[• �'
1
M�MILO•LNNgVE CF PAHEIE �NWIl
E,-ssT.Im aRDrtx
>—'
A$IEC[I•pCFA•1'�
"-•� Wt1Yl DEfKAA) i
)... - C:
(�YAT•1 NNIpEClINY1 FQ!�fM
MOmEAL _EICLMINE G•EHIlprs
EYE80.itl@IEACOy
I -
I '
{:. / YFETIY%N gFK WpWr
mYfKYMElAK6ifVE
6Y9BrRp EIX:IRgHTB
IlfnvY WM1. swC+E 6YE.'
CLGBEO UEdN.541 �RnF,E
•
a.• IILEIrYCG 81R9C6, WM10NAri
/
' �
Oq."IYTaTM'6YElYERIFp
plN.)iIWYMiGiM
WATErNkil! - ...�.-....
-..� MMYRRYGCYANY
9PIBIMW
'XUIBELL'YPIE9FNY[
(tY
MfTN.4
SmJnL xanl slA UR40
T
� i i
(WEFER CCRp F(YI F/1]I
iltML6NMFFCCRR
FAliB~
I 'L
4 � �Sll«ER6t1:N
�[
1'P[G (.{'THIN
I
Kfaw)L'tlHIR L1 rxpyypLR AYNIAaE TStaMLRF
® t_,:
GY[[PAC Lfq iD VEN:fYNL
Wi tgllFMId;IRED
•ggTpgA1 � Ep.l^F TOIRYIYIalM1 «14i
caw wnfDR PAVER m.
HKInEJaNIlTv
•®EENDSIaVE AUWawcmn«
3 // //T�%%,// � //
aEauvuw noAr. PDYIEn Nn
��� rlaauaAe mrtvaAAu raA
//
NWCCNiR0.fMM MABI
tNENSOIHA.Z 5OE➢V{Em
1�F�tMTfJaLF)I011RlM1
W(MDrgpRNC DyA1
IaETFIR\•
Pu.x.cccssmx
L:xwrm Er CiPW RRBaE/4
IUExone
� I IaF®rAcu
EQUIPMENT PAD SECTION
MOUNTING FRAME PLAN W/
_ _
DOUBLE THROW SAFETY SWITCH
AAAISAI•'vNx®In.Ak-
wWARFBFNE.E \
• Hrorxx
—I r; r
--I EMI; r
--.sr..
o< ECECICK4
DaIa2aIX.R � CtlNMEM
EMX95URE
y�
Gf I uWS
r���_ i rREEaErA
uwE.
CMI9NINL
"NANA 2
4Y.w0.05Hr RE&%IAMLCME
�.,
frYPl
'I \..
vd.EFREkCGb..,
4IlEa Etn°NAE
ELECTRICAL EQUIPMENT SCHEDULE
MpARK
DESCRIPTION
REMARKS
f')
YEiEw7NG[WVr1RNT
pyRlyylEp NylNq)µLEy EY GpNRyCTq 1
:
IBNNSfA1afSV
g
m, NFAWNFAWgI1YVr
8T81"L IERAA�A6Ar:OM
BDICYEY Rq;p)pW)gy{MFN
NFUFRM)WNADNIEIEf
e
igENETI«EgE1WE!
AA•BlDTCAYp)LVgI{NR�IIH•ITPflD
TnNM01M.6 BONRbMp
�l)fIXEAlI1fANrC1RA1R1il9MImL
kBMYtt)ANSN 6rEELEK IMR�AY RftlDI
WIBMDEMME
WTO[LERVFFVEYTE9E
NYPNIRRWM-61EY11E)—
li6ti{-FIMME.Ey4ryEttMlfB661Eft
Q
Y. W/MIaiM MM1iGNR MLLTNxI
ttFIYYEYlI11tf1aDE1ECTI0N CODRO/Nn
YA •��RY J.SD;Wy[ryLE
ImNt-•_mrADlt /r AMadi
EAaTRCNIRraR"wWlnafN
SOM/�_MA•DRVAa)IE—
8
liH.'AAfIEIEtMkKFDfM1E VAM
EtlUHI®NELM[pLNt6
VWTFMRIXS WAR
p
Waw COPKR RW
CON¢L'iIMM[ikIEiBMfI@OIAW
E;y
clA04xMM
NTW WIIMIME
__ _
iWVED FAOIAW WI iNrIG
NIDRECE➢iKLE. APNEIVI WFMDERW
DR gCWE
EODX, n CMO YF si W N [ W IFf
®
AHD"Y 4ELFMTp1 9EE )PECf['ATKW
� �YT -•
A
IID
SYGN)StEE E Po'A6l
IDx [DN tAVWr wV.ER
EMTYIEITPR:VyN1A Id DNaA�A!
1 Lglllf YAW Hpkkl
.>VE.0
Ir
-
IHOlY1Ni RE% MxEBM
Po[M
�Ir
FAsrEHER
(WaL1ER
-.
6.
Il
WIIw6 IYON CfOVA
..
P13YEN rEEWp«I
a�NuanaaaE
iJ
FOMF
�--01Y IX481F
C ..
:
• .'. EWANDVNANG[W
0.fLL
- 'wnw+rxl[I
fRE, �HEIM➢ypE %E iMTFI"A CE��T \ _�
MtlfNNEHitI �-.
WmEExiE.RMfi DO(w. I _r «rE.,Ax
EQUIPMENT PAD PLAN
T�^ALARM LIGHT MTG.DETAIL
• ` 4 �K'fN2xt
NmR.M.SFP.RPq:FTTRB,.,PAKFy \_..
FRQVLIQV m�"i[N"S�.S[ 3y12
Y�'MNYi NLV.IQBtY.T.
NT)WARfl6. ECf.
,EINKATEA
LY6nPERRL4NDEAO+NG
A11,1«FAFfAROPS,NOT
MWTANE
MI Ass•
WY.OAVKI FOST
EMt1RalE6 NG
aaoraiox.«.aT�
a+xac AADRa}Yy1 mace AEDrARm Dn
TV GR.RF aA WMRDar«a Mlaoslxa:
Aa new A• f c"rsa m rwrwl us aoac
aes ANM1VFuya
L9l'tMTM14 q.W,
9ETlR4RIREFA.
aw PAD (!YPI
5
1.1 L'
YE[ Mi41. MS W Y I
iMiI NXTEO W'S1i GA9i ErvtNy
ut ssr Wkw
r¢1EAbE ureHEs
NNIIq.l.A56 CF
SYANlF55 siLEL
ENaLaSVL
,.r fi1NECEVIN]E F
W/VMTCAMafi
WVEn
CWO�TI W
- - FASTENING DETAIL "A -A"
4 c.w
I �
O -
WARNING
HIGH VOLTAGE INSIDE
KEEP ENCLOSURE LOCKED
DISCONNECT POWER BEFORE OPENING f
ENTRY BY QUALIFIED
PERSONNEL ONLY
O
a V•
Cape Fear
--- -__ Public U6t y AUftlo y
IS KCOAN'UY A IMENGII'ES P.A I oa M sEr Bkk T
x CONSULTING ENGINE RS ��� RA'"'�fia•�.�mo
3NT 'cStERPR15E DRIVE
Mtt:CTON NOR Td CMFOL¢;A olne[ IawEaK
� (9i0; taT-AT10 cRx,nwnitY nfrwbucwra Ccn/WlanEa N"p' � °�O k^hiNrT
nl LI WRIA mALr. tY eztt NC LiCiNSE F C-t OTJ sNN caawlN°„„g .;aa@?
-~ NA'IM.aw.n IAmN1ED PLABrIC IED
nTx vnarE LErAiw ce[rc xD a Ea EIACED
WARNING LABEL DETAIL
' uw1
' mm
_--
r/J__JIA_Lc
_ ____
lnv N.
_
.0
sc Ia xvc
WV. t
JW
M.faN nzEc
r
aplaowc...
W.M.A.
/ EG
• RINYY POWER
)Il'F ]/ 4V
�•
FEECER9 SUeOPN
;�,'y� fNYBlNRE6
CWIEIOL RtEAT Up.Ea
HR111pMIlEH /_SMfFIATEx
FPARE FHe
F INN W.fl}1/tlEa
SERAeH m^
MRnepnfluTAw_
mn awcra faun
'--'� DkconrvEcr cw waurvuT
Y uc su uwc
lW ialN Ok�x '
NTifN 41:n NFPV[
• WN£)Wfh( Lil( 1 'NEDUNED
/'` sNEerun¢AR E sE s alwe
k VEI1F1 .N NfniYN WA 'A
VDLTAGE DEMISE CYK Ilxv.lccfgYNYfv
GENERAL NOTES
HI E V4Nf.Al«IE rE NMYLFvxE 4^VHE EREUFtlI FUWS DN FOWER
LB iR1RIClF BEIry[Egwi AVALL. IIIrY fOWENSWt N [Y't tl r4LEri WEss
OTEA�AH I[OIEO.
ER FyEHAnPROMNE Y£ll.i P141P fY AVE fM WIM p!(:AyIE W, NE iEE19R IMc. uL OiNEN
mraLRr•aluLLu rVr aaEssmru:Rvnu xonD.
W AU AIaRBawEurNWNrsrRMCEucowER WE•SaMExwtF mlria. aanw,l=D
M IgRmm�eDNaur:sul.umf¢evr[c+iw.: Exonf rtR itesRarew FtieowvrtrN n,E a1Nn9<eeve cDMecnlN.
N DtlCGM1IGENDTpi ciANIEN NID DVFWDADUf\M28 MOflISFSA{NI EL SIZED BY rNECWuwEER Nq S[KMMW
NM1T/i WGVArEniS.
PI 1plbpv.la WKFR AFrFR4ELH N6F. ny'N lfG PWpE &NtLBE MOPERLY 1M[IXk.D µDLO! TED M rIE 9'AMEf
pR11LW, npfXi4NtlIl cQVKEi
A NLC(MiDS')W4i BE ONE PI[CE CP1nNUW5.MAWrS. yhIL2Stl(,Xxi^.Tk«W%LS N.LGMDRrratNfgrwt
PNEL AHD KEr YlEll DtvKFS.
PUMP STATION ! ELECTRICAL °^
EQUIPMENT PAD STANDARD DETAIL u/A -
rM
CAPE FEAR - W
PUBLIC IJTILfTY AUTHORITY ..._
r"-"Lµ ELgp� ,,, PUMP STATION 1 ELEG EOPT. PAD DETAILS
$EAl
A•In uI"FEAR PIAuc arum AurxonlT
':htE/OeIILR y{`>- rxaoveWNExicerrenoNYE HEET NO:
2/4
'•.,,9r L Y` rm)w«rox,xc MFw
•••••••,•.•e• aFFIaE.m/Iu)AaAR
('ITV
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
NVaunrUy
E3
MASONBORO SOUND ROAD SANITARY SEWER/
' Hats - LIFT STATION NO. 1
�./�E'���ER�'�,/A.N�r`f.`F�'� WATER AND SEWER ELECTRICAL - CFPUA STANDARD DETAILS
11 C I R^'."'

y
f, IADDEn piaCAW"MIFgE 611@CEVlKL619 wDE:sIFD..W AIfl111AEE/EDpfIE
swircx.m, Q ADOEo iD ixFr,FNwmrM.W cwcurt.
L V.DDEP DIIF.PIILINERi FlY/, q1Y WIE/LT Wr%R^144Ll MtlWWLY
CLOSED'Y>E MIDIMflFOM13.
J IPDDER OLVAMx.OVERTEAYQOM"COIEILI WIPIiRWEEf NCgW/Y
uOfiEDTwE.WD� EnRf{.)
DDeu m..RPNw- PluxEa asrwrQN:Nwi.rvlrwEErp{naa
�r
S TEroiwAL ROCIt IArdli. MlD iEEWwµ flOCNF�Irp5 Wn WRMFCiOBEF
RE4D1'F REIN COVIWD wW18 FRW ECAM Etlt RWn.\.Wp RIYaq.
6 VEF IL DFl ERCFnRCIF&MLLBFN4ATIfRE5E1F1'NT M(CDYFP EWLEEE
wwF tYFf
i M1II®CplIRCl FYh191WLEEIIIEED iO11LEEy EiMtlMDitlIEYEtYOE
wousrwRcax,NDE vAeNas wADERc ro IM)AWDNQpaAAVED1EauinNs
6 wAV CtlEIPOLPMEFWKL NIVEANwC MtN4016fd
I.o,HESE OETAILS ME FRONDED FW REFERENCE AS CFPUA
SiANDMO DETAkS. THESE DETAILS ARE MONGEO &ERE IN
MDR ENi E1Y AS RECEIVED BY CHEATHAM A ASSODATES.
BY INCLUSION OF THESE DETAILS, CMEAMMI A ASSODATES
INTENOS NO REPRESENTATION THAT THE DETAILS ME A
PRODUCT OF THOR WORN.
2. EMPMENT PRONGED SNAIL CO%IKY QM THE
REQUIREMENTS OF THE NORRR CAROUNA DEPARTMENT OF
ENNRONMENT AND NAMAL RESOURCES OIN9ON OF WATER
WAUTY DOCUMENT, WNN{UM DESIONCPoTPlM FQ4THE
FA5'I. iRACN GERYfI)W4CF R'/ARV STATIONSANp FQ4CE EWN$.
i
DEMNS{
M•EY
w INW. H FN
n{ 'G
W_
--
no
PW{
W
m ✓two— J
yp nl
ft�-
T
x
MTi9YOE111W
^N
�nl �l��E
1®HIETREEYf1Ol
MMH{LOFE
,.
Eo
n r NB. n�
n-
IYwxIgR
i Wj
Al1l'QnT(El
Cp1iKi8
1 W
gFx,Wt
'
EIYQ
iF j
IIatl,Elm
u eawTOR
x
UL IQE mAY
'
tl
r
R � R
roWER\,oEs
Cii.xYAD
Ar, N tl
n
'w
Isu
M=J
pl
M
-J
-----------�� _1
REVS:lA6
w r4o
1��2IIGWt 1REhMWM
V
WY0
--------- m .j. _._..'
[e-mail]
.wm
nIN.
-y. n
(MATBEP.IOIORx
�/�. .._s
MFT, Ny1MAl1Y
•.Nw
h1WT: REIRN4NW
LE1FYElRY
_..
._..-.._-..
ff usn
fl�-w
-'A--I IEGNtEY6NN01 n Qa wlw
x
NMYNWN
_____ ____
NMM AEI,
'w
EktWrK4ANlYEw1
�
BfNEI1RREE.M1xf
�E
A h� Al 1S � N6W R4
ea��
lvew..wuz
i I�L41
.I
1 IN
M
m 3 ALIM
mAs
maaa
WNTNot
r THfIIflMsitrtY
Y—�rla 4@F}ATf/I EWiK a. NEATER
m,
(YI RCiFnagE
maR
aTN BAT,ERt IX4YfA
LADDER DIAGRAM - 480 V POWER DISTRIBUTION
tTEsflWLatrANAp
EN'018tR,Mi � � �
S� �
H
- �
I
p3 H I
�¢j¢
D3
:ieTsllaniRR
rrnmaTsrart
ateiDl,Pu
' VA
G
,�
1
IIIEY COETACT,
pR OpITACB
TERMINAL BLOCK LAYOUT
rvEAMCNia':
FNt1}4MN
16141:WV %lNSI IMY
ENERAigR
" 6 CHEATHW 8 AMATE_� P.A..EE M NEt E A E M '
CONSULTING ENGINE RS ''yAw.,.�(�'j�j(''��/�.V.A/A'�. \\,,
}4GT ENTERPRISE uRL �V.VKSON
FAC 1 MLMIN(gTo NL@TH cARaF9A AR LRwIM4
(Ll 15 0 C-1 cmNmumry FEnrbudw4 cenultuNla AM WrdHu EewW
NC LIQJIA C-IOTS Ss4' CODA" r'wrR1°
t]If [f ENA EETIlaF W RLII � NC UQIRS F-Ol){
MVINNOIN MAY
401 P%MME rRGEE �''L� MiQ
x8Y 5EN.YECfRPRAYtlN]WiN
Cape Fear
Public Utility AuO—V Bzr
NOTES:
tt1 MwT PDO1Ei EIwJt EEYawEOro WNEruKDOC4 vmx
6AGOIE AGEANE
(xl AFEI{L flECi11MJL yLFc,Mic AADDEx [nW.4!$x4t BE
Lifts N.9ilG ViIN)FD NO1UfSDN Pxwi EY\.'MEi.
w FEV.QE iFEwuv aawmo EltJsyxr NFc naa FOR Mxa
E,MITER). RFAR PIASTC uIEaTED. AEIo a cwRF n\ xwrE
Pmu.
(4 hlYl.OAIl64-N PNQSWl1YMLtF94D iVN'EDB:�I AY
lFD tN.LTI WsE1S rIPPRq 4CgEYISFpiWWnxc
CCWJ'IFxis
IN CEMrdtWxix( �%Sµyy SE N}JNtED WIMx R�
CON& Nrtx �' Wl CdD4MEi pKNMMILET SbE UFBG%
VE4EY NL OFFM)LR LWwMIEMCWENSgFiS Fpi SUI)ABLi
ae4wr<s N REGVMS ro uwur
N eiCimNEYCaV H'A,WWSINLL QPiDAtY,rl Haim
WXPAI$UEP,aTrytSCCNf pYFry1,"ERpuLRIJIM
NFRRE. FAoi lEaxts ETC.
1I1 WM1f 81a.ILESN W>c al11Cr5 ANE MrAtCEPtIBIE. rEANYl4
N.oALZKONAQFuawED PI 4.TEDDFIICss.
Q WlFF1EONMO DFM tYPEMSIMTEMANEAASFON
SK4l Y: PNOtliiEDIFGEViF CCES Mi NAVE sWA16 FNi
f1En'MI[ TEBEawTKM.
M GRCYC Y.wf A11VFTn APctwOFMGE POwr pF OFCUICA
CUr1TBOl wDY 6 RF4 W RFD.
nB) W}q C4EE WMKitlt451MLLHCOEPER S1pAWED. ISILED
R6g1E3DJ
nf) µIGCNENIX WwF 6N4LEENaV/p.1r4EDfAWPFx. 511U:R4n.
AI
MIW C/1 AW4.II[D. M19iE FOR NFuiMI NOxREEX EOP GNWA9.
nA xnvEnaBleiauc Baz
IEOIYPf)M wSNE Cf EXIXOSUxf iD NiEVExr A(F KfxT4
Cartier aF Tswwus I wReFD Yu Hva Duet ro
IE¢nAcu rtM.R.R.s A) J wcry ulsc. TFmwwR saw.
nN sruAraf OPC1Hr ARFN(EA wuvtwDWwrer lsro eErwn
wonE FeRp iDMIVA raRSRrrnxE use
Rv4 tAMW.rED RA5MGPtW4MExr UPEts sINLt PE$€CURED&
^RADAYBTF RIX'AiM.N yS Sw.vx N etv+rxtl PANEL NYOUI
WIiN SIXTPBIf 5rM1E55 SEEL NXIuxE SCREWS.VL NViS.
siWAess nrnc Rrvc-rs. ca bxEs,vt.
4 RxuDFT
IIOSr%a$R 6rt1uAT m.TmisnrRL ruT SE
{F D
liw IµILI.1.N rv.. eut x I.w. PR�DVIL. wv,w 1i[E
nn w-OM To LFaw DFPhxruFxi uc=xDwFExixO, INi'c"+' Wx.l
rlE rw.«ERsroeE Ras sw.ucoDE slesa.wv�s, no
�cw nlorc
RR4 GxCM of TO�DLMETATTp15�`M1rNE5 �M ',U T�.VMPEN
G4NNECi4111R1MYIllw CERAY iR=OSE'GE.N. DFF V'�ENCl t..
mwNEnwmrooA
'LfG{MErULCDTRV
WOEiMRDVt
mrewa
—_ PV��U/4UD1
A
0
x��,YI.OEMrCM LENT)
rE3r Ek:VI au*o
--r F
NtlPnIlY4E4 GMEY.•i
-y�1-•
xORIYLIY ¢CE6O(aNNFT
—c—
MAYRR
!1
{/FEIIRtl�q
EY^ATOII VJNi-Il•1®. }D{EFM
®
xcue4neR
+i,-�-
RWIAREM
KT
K1MNAWK
IS
E,AAi ENwG
DR
M F"TNtPIWX•IEA
WF
IWRD-CFF..WTO
NN
xr1sEQEMzrsMErexwr
Fs
inian ETwrtd
w
PEUEE{IDEwaI
ss
wA FAIW E
TD (
iiEEEIA.
Y. f
TEEDRAYNEAY
© JET 1
R6p tl tl
MCI'L,'W {-" wIsarNMaca4ROls Prm wC\Eo wR
-- Ry.E v _ wY'94NMEWNE SBN E.ILUEENCb[
DETAIL'A'
PUMP STATION / ELECTRICAL �IT_DE
EQUIPMENT PAD STANDARD DETAILS ^
dR
CAPE TEAR
PUBLIC UTILITY AUTHORITY
HiH cf pI' PUMP STATION ELEC. EQPT. PAD DETAILS
D �VC59r 3= SD-4
.E
♦/ O� a
-Df-MEroCITY .-. - _---..-AN ...0-.2 -2013
G - NOT RE
FOR CONSTRUCTION
MASONBORO SOUND ROAD SANITARY SEWER E4
LIFT STATION NO. 1
WATER AND SEWER ELECTRICAL - CFPUA STANDARD DETAILS