61076_BLE DEVELOPMENT, LLC_20121016

F� CAMA / ❑ DREDGE & FILL 'L"' F"3' N O . 61076
GENERAL PERMIT Previous permit #
[]New ❑Modification LComplete Reissue ❑Partial Reissue Date previous permit issued
As autiiorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
❑ Rules attached.
Applicant Name Project Location: County
Address Street Address/ State Road/ Lot #(s)
City
i� State— ZIP
Phone # (_ -._ )___
s Fax #
Authorized Agent
Affected CW
EW ❑ PTA ❑ ES PTS
AEC(s): ❑ OEA
Cl HHF ❑ IH LJ UBA N/A
❑ PWS:
❑FC:
CIRW: yes / no
PNA yes / no Crit.Hab. yes / no
Type of Project/ Activity
Pier (dock) length
Platform(s)
Finger piers)
Groin length
number
Bulkhead/ Riprap length_
avg distance offshore
max distance offshore
Basin, channel
cubic yards__
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other Orro
Shoreline Length
SAV: not sure
yes no
Sandbags: not sure
yes no
Moratorium: n/a
yes no
Photos:
yes no
Waiver Attached:
yes no
Subdivision
City_ jrw�j ZIP
Phone # (_ ) 3 16 "li2rt River Basin
Adj. Wtr. Body.,
'►nrcf'� .._ Glt (nat /man /unkn
Closest Maj. Wtr. Body
(Scale: )
y
I
— —(--
O
.
I
t
I
II
I
I I
i
I I I
I i i i l i
A building permit may be required by:
Notes/ Special Conditions
Agent or Applicant Printed Name
Signature Please read compliance statement on back of permit
Application Fee(s) Check #
See note on back regarding River Basin rules
l;
f�
Fes•\- t�.
Permit Officer's Signature
i
Issuing Date
Expiration Date
Local PlanningJurisdiction ?
Rover File Name

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that [)prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certifythatthis project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (9 l 0-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Raleigh Office Morehead City Headquarters
Mailing Address: 400 Commerce Ave
1638 Mail Service Center Morehead City, NC 28557
Raleigh, NC 27699-1638 252-808-2808J 1-888-4RCOAST
Location: Fax: [phone]
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax:[phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mail
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax:[phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)

1
4.
3
m
BLE DEVELOPMENT, LLC
P.O. BOX 370
HARKERS ISLAND, NC 28531
14 A,� 2-�I :z
Date
3771
66-1246/531
61
Pay to the
Order of
e Svcaip
-- - Dollars
S ,
Beaufort, NC 28516 D l / 6 ,
For
1:053LL2466I: 000"98611' 37

I

GENERAL NOTES:
t_ LAGMW OFpJSTWGABWEGRgAD ANDUDEfKFgWD UTILTIESAND
SHCWKTAPENOTNECECSIPoLY SI M p1EIROMWDY}S.ANDARTM
WORK, TIEACtMACt OF LDWIRM I5CATIOR OFED. BEFOREBTAWRp
WORK, ODNIPACTOP SINLLG)NFWMIOLATONOFALL111OEPtliOLNDIIntP1Eb
AN)TACRIIIEb. COWRACTgt PESP0ISSLE FOP REPAtli ORflEY'UCENDR OF
pUMGE TO ABOYE GRGIMI AND UpEAGPOLM M LIMES.
]. WNTMOTOfl51NLLPPESERVE AW P(KPEAtt 11AIMFA RPES. RiWE
aR1.aAABEFnS
d CONIILACTDP NALL 1WMANVEHCIEb PEOESTPMNACCESSTOBEBT EXTEW
POSSIBLE TOPRVATE PROPERTY AOACENi TOTIE WOPN AREA. !p BAPRpi"a.
OGHSORD RIFSSHALLPUCEDMLNGAD
PERIOD. ABAPoS ToLSHUKO08YdW PAt MFRWYS
A WASTE 011 EXCESS b01L AIATFANLS 6f pit BEOCVAE THE PR]P�f i' OF THE
cOMPAf:fOR ANO SHILL BE DSPCSFD OF M AO:AROA ICE WIM A LL APPUCABIF
LOLL STATEAAp FEOEGL REtDU11OVB
51ES1BpAND I!%PECnONOF COWACfpNANO WTBWLS SIMLLBE BV AN
IDEPEIDEMTESRNGAGENCY DE6DNATED ANp PAp roR BYDIE OWNER
COWRACTOII EIMLL BE RESPOMNBIE FOR 6gEDIABIGTEBTWGPEpAPFD BY
ilEGO11111AOT DOGIAAEMS.
A NO ]RENOIEbbMLLL RELENT �FN WEANGW,
EROSION CONTROL NOTES
1. COW HEN]1ENL LND OLAUTYSEC1i(Nf(916-1%T11S10FE WEE1f P100.9 TD
UND gSTMBBD ACTIVITY AM ONE WEEK PROR TORNIL FSPECTpN
2 ACOPY OFIH APPAWEO SEDAEW ANO EROSpNLTXnipLPIAN SFWLL BE YAWTMNEOAT 1HEAffE
i PMDRTOCOLW/1pNGUTAObN MACTMMMMtEASOT WNTHOSENdCATEDONTHEPA ..
BMWTUMIEOTOOFFSIIEBORROWAN)DISPOSALARFAS,COMRA MSIALLBIIBMTASUPREAEWAM
ER0.4 W CONROL PIAN TD i1E E?Yi1EFA FOR PEW FM MD APPP0.'AL BV TIE LAID W MIIIV SEC110N
<EPOVOVAAD9EDNEW CONTRCI.AFABLREB&NLL BEBSPECTED FDII D.ILMLIEAID EFFECIWE OPEMTIONS
Fg10'MNGEVBW MWFALL EYEM tN LEV6i DICE PFA WEEK. fEPMRS SIMLL BE WAPIETEOIMIEDNTBY
i0 pAENSpNAND FIAVCipNS NgGI ED ON liE RAN6.
5.WNIMCTORPESPON5IBLEFMWTALLATK ADDffK NLERL6pNAN0SEDIMEWCONRDL
CENSURES NECESBARY LOMV WANENQSION AID ODWPOLAS OETpAWEO SY INFOWNFR, EMBEER
dlPEOTAATOM PEF„pkEL
EALLMTURSEDAREP$ TODPANTDAPP WSEDILEWCONTROLLEASURESATALLTL SMASNO
WD OIbi11RBR1GRCiWfRE6AID LNTl PERAIII.EW biANUUTKW lSESTABILlED
DEWATFCTEDD TO E%ES. WATER SHALL T PUPEDIWO ANAPPPO/Ep FRTEPBD
DEVICE OR DIRECTED TOEATBTNGF `IMl�IONCpJfROI NFASIIRE
B. TEIPOIMRY STABIDU1pN SIWLLBE BY SEFDRJGAAD NJLCHNGNAfTgipllpE MRHSECrpMWH5.8EEgAp
S MA.CNW OF SPECIFaCAiDNSANp TIE SEE➢YDSCHEWIE. P811MIEW 9TABXWiHkI61WLL BECENDPEOE SOD
W AcmROMDEwrtH se:IpxllEFae, sooac 4PErnrAnaNs.
B, p$TUPBEDAAEAb DETEPMPEDBV DpRM AlTIIODS.
EROSION CONROL MEASURES MAINTENANCE PLAN
1. ALL ETgSpN AND 8Ed1EM CONLPDL LEA6UREB MNLL BE OEd(FD FOR SLABBM AID
EFFCCINEOPERATKPi FOLLOWBq EVERY U CO PUTEDliD WTELY EVEW ORATILASf
ONCEFLR WEEK. REPAFB REUFEDSlAll BE IXIAPIETFDILB.EDWTFLY LO LIVE
pBEtSNXJ AN) FUlf:llDlE N01'/.TED ON ilE PUNS.
2 SENMEHI SILILL BE MWED FROL W MET RIOTECWNDN MNDFILTER6WHENR BFWLES C DEEP.
ALLSEgMrM SIWLLBE PFWlEDFRpIiFIFUW FLiFAb ONCE SfrESFULLY 6TASl1IID.
d BECOMES
SHALL BE REMlYEO fIDLI BEHHODE BILL fENCBDWNFNR
0.5FEET OEEPAi TIE FPICE THE fENCF 6FMLL BE RLYLACED OR PFDANED
AB NEFFSSARY TO MAMAN A MRREA.
4PROTECTISTALLEO PAVERSFWMCOWALYMNONOFVOIO6URKADNOFMAREMF ESTAKM.
CLFANDEHBSAIOSEW&WSFROMPAVER6 CDAMWRHFATERFABPoCTOFROTECTPEALFAWLTIY,
5 All SEEDEDAREAB 6MLL RE FERFIUZED, RESEEDED AS NECESSARY. AIDMMCHEDAND WRIOLTED
ASNECESNRY TO MANTANA WOOROUB DENSE VEOETATNE COVER
S COWACT REASON PESPONBBE FOR LWYRFANNCEp MILE UW6(dlq BtOpH
SEEDING SCHEDULE
SEED BED PREPARATION
LPIE 1TONSAC.
10.1DA LXXUSEAC
ASP4XL SBXLIAl_,T FTF.ASEED1110)
ASPNMTTAgf Dp CALIfONOF MACH
SEEDING MIXTURE
TFEWDAM 1 ARM BD)
ALL FESCUE WLBSAC
PEN6ACON pAFNGRA65--10 LBSMC
NMFANM KOBE IEbPEDEU (BCAPoFEDI-bX LBBAC
IW.Y 1AUCAlsT 311
Tkk FESCUE SOUI6AAC
WEEPING UNDS LASS— 5 UMAC
KOREAN M KOBE IFSPEUEZA(SGAIRnI-SO MAC
B0.0WWOP NLLET-16LBfiAC
(SEPIEM"Is I-JANMPY V)
TALL FESCUE BJ LBSAC
KORFANOR KOBE LF6PEDFIA (IASOapF1FD)-6ptB6JAC
RIF ICN✓ABIF ZS LBS.AC
FOR 5pR iADD BD LBSACSEPIOFA LESPEDFIA
AND 15 IRS, WEPPINGLOVECAASS
LNNWRY I - MAAcHaFI
COILLDN BERIAXI" 85IUtd11AIF➢}-9%8A LBBAC
(APRIL I-JM.131)
COMLpN BER W DAdpbS IIpLLEO}—f ] tBSAt
LEGEND OF ABBREVIATIONS
AGO
- AGGREGATE
ASTM
- AMERICAN SOCIETY FOR TESTING AND MATERWLS
BOC
- BOCK OF CURB
BC
- BITUMINOUS CONCRETE
CABC
- COARSE AGGREGATE BASE COURSE
CMP
- CORREGATED METAL PIPE
CONIC.
- CONCRETE
DLA
- DIAMETER
DIP
- DUCTILE IRON PIPE
ECM
- EXISTING CONCRETE MONUMENT
EIP
- EXISTING IRON PIPE
EL
- ELEVATION
ELEV.
-ELEVATION
EOP
- EDGE OF PAVEMENT
EX
- EXISTINO
EXIST.
-EXISTING
FM
- FORCE MAIN
FT.
- FEET
GALV
- GALVANIZED STEEL
Gv
- CATE VALVE
H
- HORIZONTAL
HDPE
- HIGH DENSITY POLYETHYLENE
INV.
-INVERT
L.F.
-LINEAR FEET
MAX.
- MAXIMUM
MH
- MANHOLE
MIN.
-MINIMUM
MJ
- MECHANICAL JOINT
NTS
- NOT TO SCALE
O.C.
-ON CENTER
0.0.
-OUTSIDE DIAMETER
PVC
- POINT OF VERTICAL CURVATURE
PVI
- POINT OF VERTICAL INTERSECTON
PVT
- POINT OF VERTICAL TANGENCY
R
- RADIUS
RCP
- REINFORCED CONCRETE PIPE
R.O.W.
-RIGHT-OF-WAY
S.D.
-STORM DRAIN
SPK
- PK NAR
STA.
- STATION
V
- VERTICAL
WL
- WATER LINE
BEWUp PXpR C016-O, R-
IslDl iX BE REPPODDC®OR IISFD
FORANf [e-mail]
PART wrtxpui EYHESs wRmFX
PEAl699DN.
PRO,IEOTMANAOER
JWF
DESIGNED KLH
DRAWN SYKLH
OEIX®. .IYYF
SCALE T,. BY
LTe 727120T2
m�wo
Bf0 A, M. Sl.
M-hee4 CAY, NC 28557
[phone]
W WN.bewingptxom
NVACaJn CpEWm'.n I.M G3T36
NFMEAB151A 3 COAPANY, L!O
P.O. BOKXX HIPKEA6151AN0, NC ZBSTt
FORCE MAIN
ENCROACH UIT
CARTERET COUNTY. NO
dMWWG
GENERAL NOTES A
ABREV14TION5
Preliminary Dm.mg
Not For Construction

SiAMO.MN35rAB0A,D Ef27]D3]S4I
DoKwcMWm E%ISTWGfORC�4MRfREMOVE
�Ewsixcs Y WI
_
�'
aI
EYJBRNC FORCE
6Aw— f
I
BENDSREPIACEYN I'BtACIRRl
-�
EAJACN BENEATH
_� ,R _
AIPAE
AVENTOG POAROAMM.
Ex1bEWGr,oSD�- M
WATFAVM
A:
N'F fU
� SAVABTANO. JOE FVIFORD. DONNA
I
j
EMMAR00
HAPLES.RCHARDD
i
PROCTOR, MAVIMPO F'
I
PDWEREt
POL
i
GiAELRNEVIAVM
I
I I
C\1
S2ElERM ,JOANNE PATRIG
• TRENCHRETAACEGRAVELWIV
_ETUx
._ _
4 \ NCDOT ARC COAPACT
UEVERS,"Rom E � 4EVER. LAWREHCE �
C'.•.,
- -- _ B
bue.asEwl
T.+R � •v� a �
1,
PROPOSEDPoRCE
44N' I
DRNEWAY M.
I
POWERPOLEWI EMSTNODRAkAGE
54U%WIRE TYP. 8 SIYY.
SORE 6 JACK BENEATH
A OFµAV
PAVEWWOFSTATEROAG"..LNES
NA 3 _
r51 f �-
NAES.RMPOD
RK]TnECOM.
EDP---
. I ff 80XTYP.
/
- S - _
EOP AST /_—_—_— —_ _—DAKHAMMDR --
PAVEMENT % __ •
•-
—. —
- JPOVEPPaE ry `
y-- -_.___ / — -
'�Ox Ew�J '' _
wxB—
_ —
_ ` _ �f+�]rro_ -_
� FEfrsEUE rvP. 1'
T� — n+ -�_ �y
_
SHORT.JA4E4N
' NF I 1PF WP
B0.0gt5,9USWW I ERGDE.00NLEWETUX
_
i
F4EYERB.IAWRENCE,' ETVR MONEDaI DELTA
ETM
BLEDEVELONNENTWC
lA, —_ PRDP FORCE.1N
FORCE MAIN PLAN - STA 0+00 TO 15i00
-
9CA1E ,'•00
SGLE MfEEi
fitl D 6D IM
ES
ypx yyy
yypT�
10 M'
¢y
�°
g' $_ NNIMIVERRCIfW5AU1bNO BE
A
EwER3 ALL
4AIMAMEDBE/WEIWEENSANITAP SAA06TDW
SEWERb AM,O'
N�
f0
; 4
MM V6TT LSEPRVMNCAAMWAT6i
ALL
F
4
MAIMAMEO DCUSHMBETWEENPMESW
K ACCORDANCE DETAIL CENTER PIPE SETCN
5
d
WITH OF ar
B V—BECEMEAEDATCROMHGP Mt.
5
If YlDD.
DFB CABMO
]' N
IXC,N60RADF
G
r M
BIEE LAFPD
I— PAEArUAF btwFP
r0 EMNN
—5
s
a
s s a
s s s
s
s s s s
a
m
FORCE MAIN PROFILE - STA 0+00 TO 15+00
-
SCALE HORLBONTAI 1'-W%TRTCAL V-T
,NSOwNRbq;,HE wroPERma
amsxxD mwT aMsu rwu. AYO. AAD
NOi TOBE REPRODUCEDORUS®
FOP uJr PRorcr a NHOEF oR w
ARrNTrlroDrfSPRFBAww*n
PFAY65b
.0,ECT MANGER
.M'F
DESI r NLH
DRAWN9v. ALH
- — jm
7mrtotz
810 Ar&FxW S M
Mahal CW, NC Mil
(A52) 2#74M
w .beanngpt.coTn
ram cw d•N CwtlAglNn NR car b
NRNERb w1.1A05EWEH C01.'FANT LLC
P,O. BO%]fi
HARxER56LAND. NCi691
PROUEti
FORCE MAIN
ENCROACHMENT
CARTERETCO(IMY. NC
DRAWMO
OAK HAMOCK
FORCE M M
PLANS PROFILE
0.00 TO 15.00
Preliminary Drawing
Nol For Construction
C3
nr
MAO.
12017

TMS DMW NO N 1HE PIIOPERIN OF
BFAM iNMMiGOMfU!>NO.PF. A1O
SNOT tOBEREPAW .®OP USED
NF
r _ _ — ' — — — — _ _
fOR ANY PP0.(CiNWHOIE DRN
PARTYAtNOUf IXPPQSVMItiEx
DOANEY.TOMR
I
PFPIyRSpN.
1LF
0AREMAUWC
PRO/= MANAGER
MF
.GHT-"A'
INEB
L'HES
CIILVERTiYP.
— — —
I
— —_ _ GMVFLOgNEWAYTYP. F-- — �
DESMNED KlH
—
— — — —
— — — — ` —
JACK& BDR BENEATH
__
DRAW BY. KIH
MVEAffNT OF BTATEROAD NT
_PON'EPROLEIYP. _
_ — — — — — —
NOE. MAPgtJT
CHECKED :
JWF
NDE.WRIIWT
1 _
DATE
(--. + NF
1
7RTko12
'I
PROF O9EO,—WAN
AA
H
cmE
(_) RHO
TUK IDA
pPTlyNAEKWaRRI
FWIC I
NE
—
i
Si JOIN,YMx
L--------�
Xv
ICY 1
HEEL ALTON 9m
ETy1 CIN6TA1
^
F-
(')
I. --- -
910AIeMegft t
I
Mmheetl CM. NO 28557
U
MF
(MI 247-4200
{ FUFORD.JOHIA
DD ETWFIAAROO
/
v;-w beadngpt.COM
I
P %
NrWF•aa-c.nFom�Na raTaR
_
OWNER
JA i
CONPANt. LLC
INRNEMW
HR �
P.OSEWER
P.D. BOX
I
IMRREPBISIAPN. NCIBSBI
.
/
PppJECT
m
FORCE MAIN
ENCROACHAENr
5
to
5
a
�v
— M PROP F'ORCEMAN CARTERETCOMO.NC
DRAT
FORCE MAIN PLAN - STA 15+00 TO 30+00 --p4-o_ OAK NALW=
P E 1'-W FORCE IMIN
6CAlE N PEE PUN 8 PROFILE
15400 TO SINOB
p P 6T iN
Preliminary Drawing
Not For Construction
nN x �pJ
W VER11CH 6EPAMIDNOF IYSNNI BE WNTNIND � M 'S
eETVEFN SNI1TARv 6fAYERSANV S10PM SENER6 AID IY RR
BEISYENIYMtAFY SEWEASAMD WA)EP MWNS. FYNNCY � 3N �
VFARN TwEEItlN CAMDINµWt wn N—SAID
CVSMONBE11RFni PVE9NA000R..N 1. OEEAA. CE1
DP N' PPF 6EC11W BxALL bE GExiEPEC At CPQ16NGPoNT.
EABNDDP)DE
YM MFSSUIE 6EWEx
PoRCFYAN
8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
FORCE MAIN PROFILE - STA 15+00 TO 30+00
SCALE WRMWAL V-W OERi1CAL V-S'

--- NEPROPERtt W
i- -- - t�1 PowLLONRKRNG. PlC.Hp
--- - - ISRaiaeEREPRcaucmoPusm
' - _ - FOMR HEf WbEELiNwigIE OPM
i I I
I PEPNSSIO, LFYJRE59 WPR,fl1
PROJELL IMNAC£R
'NRISTOFNER fY I I ) I 1
E erM I v-GSUNOIM %c I j
FENCELNERVP, I �- _ ) ) OESIGNED 1(LH
g
°4WN, RAPFIrMJ Ervnrvn E eECBwlaV.ursONr ASSOCu7ESNc j owwN er. KEH
MF
'N '�_ %KI a ry 1 _ _ $ ♦♦I PROPOSED POKE INN j $ PROPOSEOFOPCEIMN ` E
'MKMIyp}i�— 1 S L b $ 8 y SCALE iM 74MG12
M.
\ �u"Ay
— -F — — --, BDRE46ACK ENEA
—`� ` — MI(NVApCKOR _
EASIImB
\
I
910 Wmdee Ste
MMehmd City, NC 28587
I
(M)2474200
www.beuingpt.com
7
NVNOJo1nCMb60n NR. F]r!6
NF
KEEL,41C."
1,
OWNER:
—
ENKcI P,
1
NIP
SCHIRT. KAERMA I
MRKERS I&tA o> EA (KINPAFw.LLC
HAPKERS,ww..=,
EW PETER
NP
I
NOGIME. N H
.
I
I
ETUKKM
PK(IJmT.
-
FORCEMAIN
FORCE MAIN PLAN - STA 30+00 TO 43+00
SCALE V-W
Rare
NHMW vER11CH eEPARArgROf Ir NYEL eENURiuNFO
SUM.SW 9EWEP5ANO I WER eENER FW H'
ee,NEnI RANiPAr seREPc Aw wA,EKNxx F wl.N
VER iCH SFPPMipN aANxO i SE NNN,AN®. Ne,Hl9A10
CUSHION BETYETM PIPEe NACaaPaANCE wIMOEiPl. CENikR
OP R P&E SEL)Kw BNLLI BF CEIIINIEO A, CP0561NO PON,,
—W—E
8 8 8 8 8 8 8 8 8 8
h x n
FORCE MAIN PROFILE - STA 30+00 TO 43+00
SORE HORIZONTAL V-W VEREICK V - 9
ENCROACFMENT
—M— PROF "a IMM CARIERET COUNTY, NC
OMWMG.
OAK HAMMOCK
FORCE MAIN
SG1LE MrE PLAN &PROFILE
70A0 TO 43.00
fia P (A IR
Preliminory Growing
Not For Construction
C
a
i
4
eHEE7 NO
C5
OF 7
JOBw
I1U1/

rxNs DgAwemh>xE gRogERry cq
RFMND
SE IONR�tiR�0NA:.ANJ 5 NDi LORE RERRODW;E➢Oq URED
I
'
fDRANY RNOJFCi N WNC4EOP N
gPRE9R WPifiEN
` `
'nRiYTxcei
I
I
FEAMLS510N
VROJEC7 AIALJRGER
KYF y
I LK RDOCH
ARfi0CN1ER NO
PROPOSED FORCE L4WJ
1 g _��
- S�
I
I I
L I
! KNK,JAIIE$ I I
I DOUGIAS ETAL KW�
GEORGE BEST GEOROF
WLLtMA W L"m
BYJSINI
G BIIILOwG I
I
NF
SCNARF, RAFK—
JE1Uf GUYLFNE
DFRK11E0 KLH
DRAWN BY KLH
.�L--zi. -
8 vaovFRtr
ttR.
FENCE LNETff•.
CaEIXEO'XAF
—
0.V(WAaIOCK DR
'—`NARRER
_ M F1A �`I�-^ _
8 WEILM
^y ROUJGNRY
BONE. 1'=OIY
EOP - — —
- _ - —
-- --
�
�—^— -.
-
- - -
\
yYM HARJELI. LARRY
PRrLN% EBpG
_ _ T _
iI
DATE 7h712012
_
_ _
--
\\
\
810AImLdd Street
l
\ Nq
\ ItlILSW,ORGRBA�
y1\
NDrehod City, NC 28557
[phone]
RA'ww.bearin8ptcom
NaT Cadet CeNkeIRn NR.CGTdR
oYINFR
---
NCCLUIE MIES N \
ENK BETTY IET
\
IICCLUiE, "'NI.
\ t
'
1
WKEFSWW SEWER CONRANY. LL
PA.BO%RO
HIRNER516UNO.IICUAI
RMArt#iYAY
1
�1 t
FORCEIFAIN
I
ENCROACNNEM
P FDRCEIRN
CARTEREfCoumy..Nc
"'W"'
FORCE MAIN PLAN • STA 43+00 TO END STATION
---mtr�
OAK HA4610CK
BCAlE L' • dD__ - _
RCLlf N
FORCE WdN
PIANdT'ROFILE
47�00 TO ENO STATION
® D 5D OO
Preliminary Drowing
Not For Construction
J5
10
x0rt
LIASAWI W:gIM:N EEFAgAroNw+r erwaef wvrtAwm
REINEEN 6AMiARY EPAERE AIU 610M 6f WfRE N10IP'
BEMEFN YNRPR! 9flvERAAND WA1ER YANe Y WNYVN
�FA*kAl9FAU41bNCNNOT N. WW1NNfp. NATALL 6AW
[DNAbI BEM'FFN qRd bACCDRDANCE WI}NDETAA. CFNIfP
OF to PqE lfLRRV NINI BP CFNRWCDAi CRDFdRUPopJI.
a
8 8 8 8 8 8 8 8
FORCE MAIN PROFILE - STA 43400 TO END STATION
S E HORIZONTAL P-W VERTICAL V-F
N 5,
a o Iti
I
!U �
U 7�
O �
C6
CB NO.
12017

!
EDSiN0 FORCE
�
— — —
— — — — — — — _ T — — _ _ — T_ _ T _ — — __ — _ _ T _ T
`�
'
NAPITYP.
I
-
I I
WATER 1NE TYP.
II
I
____ I T___-1__T-1____�
f I
cuLVERFTm. 7 I�
I- I
I
�
-L_ __. _
IYI $
IIII
uwRENCENNlIDA TAnOR. YJAEN NT
I ! 2LL5EY. BEIAA Vf I B WVALTON. YNISSAM ! EMR THOAMS MASON. PAT AMS SALTER X009TON 4'r
} I
EMTTYOTNY
E euuDPDTrv.
,.-.. _
_ _
1AIXNFD 8011E (ENEAIH I
PAVEAEM OF9TATEROADS 7Y@ _
_
I / 1 1 I I WATER 1FiEA All
8 $ BO%IYP. /PgOPERfYwmffR TYP.
I
— — — — — — —
r �-
I T
LONNEC11gt TO EYprP10try�
$ g
•• -
I ! i
� FORCE LwN
- - - - -
`�
�-
f
�� -
,'
iN
__ w --w
-- - w NOHT-0 .WAY - T PROPOSED FORCE MAN
r
{---__-____-i_
I
_ _
__
! I,
cAaeTYP. ! I
I
I I I KF WF SO I IYF WF
I
!
w LE TAnOR ODWSA TAYLOR. MAMA
NCL WE. KRFPHY ASOENTI. LE& 'I SL0 CNAESa
i I �
j BST,""
ETU%F1ANA j EVNC FOD i
!
� I
J-----�
-
-------
----
--� -- - T-- - ----
TGE
WT
SNDS-
I
I' I
I OAVDNYF
STYRON. nAEWrrww
O-FAM-YCOIC/ENTwDLL
,FAR,.
TUIt ANRIHA ETU%P PARNIERNIP FARNTER64P
! 1
I II •
ETIPROL mTUNO
I I I I
'�
— FM
PROPFaRLE YAM
FORCE MAIN PLAN - STA 00+00 TO END STATION
'4—
SCALE V.87
SCARE 1
W O
6R lai
NOrF
MNWM VEArIOµ 6EPARAADN IN IT 6W4 BF WNTAN®
KTWEFN 9NNAINY WEWEAW AND WANE. WEMERW AND IT
af1wEFN sAxnAm W rtnauo wAAWR wup, r www
GISHbx NTw'EN A°FSNAOCOPONCE WI1NOFt� CFWAEP
a m vPE scc rD« wwE eE mFrERm Ar <aaeuw Ywxr.
FORCE MAIN PROFILE - STA 00+00 TO END STATION
SCALE HONWAL 1'.S0 VORTICAL V.S
r W W ORANe%i R ME NDPPRTY OF
BF.1RNq vdNi COr W ATRG. MG AID
R N)i lO BEREPROpEtlDOR USfD
FOR AMY PP. —A WHOLE N
vAAT xTrxour E%PRESSrmrnDl
PnE.RNRw.
PR.*.Tm14AOER'
.ANF
OE—om KLN
DRAWN" KLH
CXE m AF
SGE ,�60,
727R012
910 A—dAStreet
Maehmd CAy, NC 28557
C42) 2474200
www.beam pt.aom
ram ceaW. La+wFm w, o&7aW
OWNER
NR%EPS—N'D!,EWEROOIPANY. U.0
P.O. EO%RTO
NIRWERSYRANO.NCMI
PROJECT
FORCE MN
ENCROACHMENT
CARTEREr COUNTY, NC
MNwINO
MARYELLA
FORCE MAW
RAN& PROFILE
a -DO TO END STATION
Preliminary Drawing
Not For Construction
L
b
E.w
C7
OF 7
OB D.
,mn

�. PREIN%EtAA59
-'IN Ib
1 AR. IAR. IArt. 1 AR. IqR.
xiFl. imrt. mR mrt. IAR.
qR. nR. qrt. iqR. IAR.
Y rm R. 16R. nnR. Art.
Ir rAR. nAR uR.rt. agrt,
EAR. vAR, IIgR. ](Rrt. RqR,
I3Art. aR.R. vAR. xmR
—UST
*w-
THRUST
ORptlWt lRBLOCK CONTACT AREAS - 90° BEND
BGIE NOT TOBGIE
IBFAMEaAiI
1mR.
IAR.
qrt.
InR.
IAR.
In R.
Igrt.
IAR,
w
]qrt,
EnR,
ER.R.
mR.
smR.
Iw.rt.
rqR.
xAR.
nnR.
Ir
sn R.
nR.
"amamrt.
Nnrt.
AR.
Nn R.
MAR.
jm.
NRR,
3PFSIMEtlA59 PRFS MEMsS
y ]AR. IAR. IqR. R.R. IAR. Igrt. AR.
IAR. ]A. rt. ]mR. IqR. ImFl. ImR.
lA. R. SAR. Nq R. Igrt. AR.
Y EAR. Imrt MAR. ]qR. nR. Inrt.
e sqR. I1mR, nqR AR. K iArt. TAR, xiR.
rRrt. qR. tin nR, EY 3— EAR. EAR. mR, IqR.
figrt. AR, amrt, EAR. AR.
A e<C(]tr
Y]ALTRENCH
PPE TEE WE
THRUST BLOCK CONTACT AREAS - TEES
S aNO mro E
PR01MFEi1It
AFl.
Ittrt.
InR.
EnR.
3mR.
]qR.
Egrt.
SA.rt.
IA. R.
r
IRR.
IR. rt.
Iq R.
N;NmR,
nnR.
r
Inrt.
nttrt.
uqR.
]Iq R.
bAR,
fiAR.
MnR.
aRFl.
%q R.
c
IEttrt.
anrt.
mR.
fiq R.
aqR.
AR,
xgrt.
>IqR.
OMML TRr
11
RFA(3I01K WMAcr
P
TMOIi BIOGt rNfiOT BI.)
PPE CP085
1MU61 BLOCA TNRIMT BL=
THRUST BLOCK CONTACT AREAS - CROSSES
SCALe NOT To SGLt
d
TMB15T &OCA m W on I I IM BENO
gBtlNALTRENt51 WA
THRUST BLOCK CONTACT AREAS - 2212. & 11 BENDS
"G NOT To SCALE
P�
g1E[rIMFxIs.
ImR.
IAR.
tAR.
IArt.
nR.
fmR.
]AR.
mR,
Ina.
xiR.
sxia
IAR.
EAR.
SnR.
Im R.
pArt.
nrt.
Itt. R.
RqR.
nR. R.
NArt.
inR.
finrt.
4mR,
aqR.
I1mR.
wAR.
]IqR.
ALL
PPE IPU.G o�R C�MI •I•�
ikRNSTBLCGY
THRUST BLOCK CONTACT AREAS - PLUGGED ENDS
6GIE NDT TO BOALE
v
iqt iVtL WATM LIEIR]I
THRUST BLOCK - VEOIRTICAL BEND THRUST BLOCK - GATE VALVE
EG NOT] SCAU BGEE NOTTo SCALE
—DR uTHEmoP Wof
Br Pilo eawiwnsunxo. mc.uw
6 NOi 10 BE REPRODUCm OR VEFO
ANl PROJECTµ WhpEORIN
PARTWnNµTTFAPRE55 WRnlEN
PFRl6SSOX.
PR0.ECTwmOEA
ME
DESIGNED jm
oRAxxer AAY
cI�AEO� JWF
9GE Tye,
GTE 7y2=12
SIOA.Wd Sh.d
Mxd3eW City. NC M7
f�'t]}2474M
W Ww.bearingpt.mm
I-crvYufiRNo.Cllm
ARIIER551AM SEWERCUIPANY LlL
INRAEPS ISLAND. NCaAvi
PROTECT
FORCE MAIN
ENCROACK ENT
CARTERET COUNTY, NO
MMNG
DETAILS 1 OF 2
Preliminary Drowing
Nol For Construction
C8
of T
JCB N0.

IL
-
METALLIC TRACING TAPE_-
VASOVE ALL PVC WATER
2CVERTICAL SEPARATION TO STORM SEWER
TACK COAT ALL
SURFACES N
AND SEWER FORCE MANS.
SELECT BACKFLL COMPACTED
IC VERTICAL SEPARATION SETWEEN WATER
AND SEWER MAINS
CONTACT WITH
ASPHALT PATCH
TO BB%STANDARD PROCTOR,
USE HAND OPERATED EQUIPMENT
ONLY.
TRENCH BOTTOM SHALL CONSIST OF
f
20' PACE
W___ ._..
�.STPABLEMAT�RMLTSH TM�Iir.Nnrt
SSING PO'.
PIPE TRENCH IN PAVEMENT
SCALE, NOT TO SCALE
PIPE CROSSING DETAIL
SCALE: NOT TO SCALE
MOUND BACK FILL OVER
TRENCH TO ALLOW FOR
SETTLEMENT
C— �UNQSIAND RD PROCTOR
CASINO NPE
f.�
✓
METALLIC TRACING TAPE
S ASM ALL PVC WATEN B
SEWER FORCE MAMS.
WALL TMCXNESS w'EDIAANEiER aiNNLESs
\J
_ SELECT BACKFIL COMPACTED
TO 95% STANDARD PROCTOR.
aEE TABLE STEEL oaaavAMEEa EOIiS
USE HAND OPERATED EQUIPMENT
ONLY.
TRENCH BOTTOM SHALL CONSIST OF
FNM,STABLE MATERIAL a SHALL
PROVIDE UNIFORM SUPPORT THROUGHOUT
PIPE SUPPORT AESEMEIY
CARRIER PIPE SLIP xANT DIP
O
LENGTH OF PIPE.
<f --
PIPE SUPPORT ASSEMBLY
NOT To scuE
t,
PIPE TRENCH
OUTSIDE PAVED AREA
SCALE: NOT TO SCALE
NOTE:
FOR MULTIPLE PIPES, PROVDE IC MINIMUM SEPARATION.
EDGE OF PAVEMENT
FINISHED GRADE
pP CARRIER PIPE
STEEL CASING PIPE PIPE SUPPORT ASSEMBLY
— GRANULAR
CARRIER
CASINO
WALL
APS MODEL AC SEALER f
PIPE SIZE
PRE 6I2E
THICKNESS
OR APPROVED EOUAL
NOMINAL. DIA IN)
O.D. (IN)
IOU)
C• m.R.
1. ANTERMLS, JOINTS. PROTECTIVE COVERING•
GROUTING ANO WELDS SHALL BE N ACCORDANCE
WITH NCDOT SPECIFICATIONS FOR ROADS AND BRIDGE&
2. CASING PIPES SHALL BE SEALED AT ENDS TO PREVENT WATER
AND DEBRIS FROM ENTERING THE ANNULAR SPACE BETWEEN
CASING AND CARRIER PPE
8' 8 UNDER
, LP
D.IBC
C
1
ur
1'
i
6
11'
1 2y
S. ALL EXPOSED METAL SHALL BE COATED WITH COAL TAR EPDXY
OR ASPHAL TIC MATERIAL.
/. STEEL CASING SHALL BE 35.00D PSI MIN. YIELD STRENGTH, GRADE B
CASED BORE DETAIL
a.
CLEAN OUT ASSEMBLY
SCALE: NOT TO SCALE
FAP1p P%II1 WN611L,W(4: USEDR
5 NDt TDeEAEPxaD11D®eR WRNri MR]$iM WNDLFCR.
N i W1lxmlf E%PRE33 WRnr W
PEaMRebX.
PROSCT N11MG8i
•NRF
DESkAT® JAV
DRAWN 6YJAY
CIEtlfED. GWF
DATE mTrmfn
'WNN'V
9I0AreneaSh,et
MmeheM City, NC 28557
a52) 2474200
W Wlv.bearingptrDm
NxDCadne C�NmYm Nu Wl]6
OwIFR.
MRKEPS ISLANDSEWNiWAIN'. LLt
P.O. BOf(31p
HARMERS IEUND, NC %A611
FORCE MAW
ENCROACHMENT
CARTERETCWMY, NC
DIuMW
DETAILS 2 OF 2
Preliminory drawing
Not For Construction
C9
OF 7
DEND.
— 12017

/& -/a - 3z--
0 -A
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE October 1.1, 2012
GOVERNOR
Harkers Island Sewer Company LLC
PO Box 370
Harkers Island NC 28531
SUBJECT: Encroachment Contract — Carteret County (16-12-32)
EUGENE A. CONTI, JR.
SECRETARY
Attached hereto, for your files, is a copy of the Right of Way Encroachment Contract, which has
been properly exmuted. The contract covers the following:
Approximately 5711 LF of PVC force main and appurtenance including 4814 LF of 4"
force main along SR 1416 and 897 LF of 3" force main along SR 1413.
General Requirements:
I) The encroaching party shall notify the District Engineer's office [(252)-51447161 prior
to beginning construction and upon completion of construction.
2) The encroaching party is required to contact the appropriate Utility Companies involved
and make satisfactory arrangements to adjust the utilities in conflict with the proposed
work prior to beginning construction.
3) Trenching, bore pits and/or other excavations shall not be left open or unsafe overnight.
The Contractor shall comply with all OSHA requirements and provide a competent
person on site to supervise excavation at all times.
4) All fill areas/backfill shall be compacted to 95% density in accordance with AASHTO
T99 as modified by the NCDOT. All material to a depth of 8 inches below the finished
surface of the subgrade shall be compacted to a density equal to 100% of that obtained by
compacting a sample of the material in accordance with AASHTO T99 as modified by
the Department. The Contractor shall dry or add moisture to the subgrade when required
to provide a uniformly compacted and acceptable subgrade. All material placed in a
maximum of 6" lifts.
5) All earth areas disturbed shall be graded, dressed, seeded, mulched, and tacked with
liquid asphalt or other approved means within 10 days of completion of work in any area.
MAILING ADDRESSI TfaxPHONE: (252) 439-2M LOCATION:
NC DEPARTMENT of TRANSPORTATnON FAX: [phone] PACTOLUS H]GHWAY
DIVISION OF HIGHWAYS GREENVIULE, NC
DIoWN TW0 wEB fm WWW.N000T.GOV
P.O. Box 1587 rc
GREENVILLE. NC 27835
0 u
CI1 �J12

Page 2 of 5
Carteret County
Enc #16-12-32
6) All workmanship and materials shall conform to North Carolina Department of
Transportation Standards and Specifications manual.
7) The encroaching party shall comply with all applicable federal, state and local
environmental regulations, and shall obtain all necessary federal, state and local
environmental permits, including but not limited to, those related to sediment control,
storm water, wetland, streams, endangered species and historical sites.
8) All existing structures, drainage or otherwise, located inside the Right of Way that are
affected by this work shall be restored to meet the NCDOT Standards and Specifications
as directed by the District Engineer.
9) Minimum two feet clearance required for utility installations beneath crossline pipes.
CrossIine pipe shall be removed to allow for proper installation of utility. If crossline
pipe is damaged it shall be replaced with new pipe. The utility shall be encased if the
clearance is less than four feet.
10) Minimum of two feet clearance below the stream bed or flowline of crossline is required
where the utility is located around the end of the crossline. The utility shall be encased
for a minimum distance of ten feet on each side of the centerline of the stream. The
utility cannot be located closer than five feet from the end of crossline pipe.
11) Any pavement or drainage structure disturbed or damaged shall be restored to original or
better condition as directed by the District Engineer
12) All concrete and asphalt driveways within NCDOT right of way shall be crossed by dry
bore methods. Proper Traffic Control; Devices, Signs, etc., Shall be Installed to Insure
Public Safety.
13) The party of the second part agrees to provide traffic control devices, lane closures,
road closures, positive protection and/or any other wareing or positive protection
devices necessary for the safety of motorists and workers during construction and
any subsequent maintenance. This shall be preformed in conformance with the
latest NCDOT Roadway Standard Drawings and Standard Specifications for the
Roads and Structures and Amendments or Supplements thereto. When there is no
guidance provided in the Roadway Standard Drawings or Specifications, comply
with the Manuel on Uniform Traffic Control Devices for Streets and Highways and
Amendment or Supplement thereto. Information as to the above rules and
regulations may be obtained from the Division Engineer of the party of the first.
14) The North Carolina Department of Transportation is in the process of developing a
Work Zone Traffic Control Qualification Program that will begin its

Page 4 of 5
Carteret County
Enc # 16-12-32
controlled access roadways) and 5 (five) feet below any ditch line. Any changes shall be
submitted to the District Engineer for approval prior to construction.
25) All utilities shall be placed in accordance with the manual on Policies and Procedures for
Accommodating Utilities on the Highway Rights of Way.
26) All splice boxes, manholes, and other appurtenances within the NCDOT right of way
shall be located at/outside the right of way line. Manholes and/or vaults shall not be
placed in the ditch Iine, side slopes of the ditches, or in the pavement.
27) All manholes and/or vaults within NCDOT right of way shall be of pre —approved design.
If any proposed structure is not of a design pre -approved by NCDOT, the encroaching
party shall submit details and design calculations signed and sealed by a State of North
Carolina registered Professional Engineer for approval prior to construction. NCDOT
Design Services may be contacted for an approved design list.
28) Manhole rings and covers, valve covers, and storm drain grates and frames shall be of the
traffic bearing types approved by NCDOT for use within the highway right of way.
29) Proposed traffic -bearing manholes shall be flush mounted and shall be of a NCDOT
approved design for HS-20 loading.
30) Where utility is installed in the Right of Way and are not of ferrous material, a locating
tape shall be installed with the pipeline.
31) Any drop off greater than 2" from the edge of pavement shall be made safe by using a 6:1
slope or flatter or a width of 6 feet
32) An executed copy of this encroachment agreement, contract and plans shall he present
at the construction site at all times during construction. If safety or traffic conditions
warrant such action, NCDOT reserves the right to further limit, restrict, or suspend
operations within the right of way.
Sincerely,
C.E. Lassiter, Jr., P.E.
Division Engineer
CEL/dms

Page S of 5
Carteret County
Enc # l 6- 12-32
Cc: Mr. Virgil Pridemore, Manager of Right of Way
Mr. C. E. Lassiter, Jr., P.E., Division Engineer
Mr. Reed Smith, P.E., District Engineer
Mr. David Livingston, County Maintenance Engineer

STATE OF NORTH CAROLINA
ROUTE Oak Hammock & PROJECT Force Main COUNTY OF Carteret
Mary Ella Rd Construction
DEPARTMENT OF TRANSPORTATION RIGHT OF WAY ENCROACHMENT AGREEMENT
PRIMARY AND SECONDARY HIGHWAYS
-AND-
_ Harkers Island Sewer Comapany, LLC
P.O. Box 370, Harkers (eland, NC 28531
THIS AGREEMENT, made and entered into this the j) TVday ofI�EQ 20 I2 by and between the Department
of Transportation, party of the first part; and Harkers island Sewer Company. LI-C
party of the second part,
WITNESSETH
THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public broad designated as
Route(s) S.R. 1416 and S.R. 1413 located on Harkers island
with the construction andlor erection of: approximat y 5 711 L_F of PVC force main and appurtenance
includin 4,d14 L.F. of 4" in. force main a[oncil 1416 and 897 L.F. of 3" in force main along S.R. 1413
WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of
is willing to permit the encroachment within the limits of the
the first part in the exercise of authority confefred upon it by statute,
right of way as indicated, subject to the conditions of this agreement;
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the right
and privilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are
made a part hereof upon the following conditions, to wit:
That the installation, operation, and maintenance of the above described fadlity will be accomplished in accordance with the party of
FC)RACCOMMODAIING QTILITIES ON HIGHWAY RIGHTS - -WAY, and such
the first part's latest POLI IES AND RQCEDU
thereto as may be in effed at the dale of this agreement. Information as to these polices and procedures
revisions and amendments
be obtained from the Division Engineer or State Utility Agent of the party of the first part.
may
That tt>• said party of the second part binds and obligates himseff to install and maintain the encroaching facility In such safe and
that ii will not interfere with or endanger travel upon said highway. nor obstruct nor interfere wrath the proper nwritenance
proper condition
thereof, to reimburse the party of the first part for the cost Incurred for any repairs or maintenance to its roadways and structures rsl part
the second part, and if at any Wrie the Part)
necessary due to the installation and existence of the facilities of the party of
in the ocation of the said facilities, that the sad party of the second part binds himself, his
shall require the removal of or changes
and assigns. to promptly remove or alter the said facilities,in order to conform to the said requirement, without any cost to the
successors
Party of the first part.
s,
That the party of the second part agrees to provide during cons and arty subsequent M nual onun f proper signs, signal lights.
traffic in corformallce with the latest Manual on norm lation I Detains
flagmen and other warning devices for the protection of
Amendments or Supplements thereto. Information as to the above rules and regulations may be Obtained
for Streets and HighwwYS and
from the Division Engineer of the party of the first part.
That the party of the second part hereby agrees to indemnify and save harmless the party of the first Part from all damages and
claims for damage that may arise by reason of the Installation and maintenance of this encroachment
That the party of the second Part agrees to restore all areas disturbed during installation and maintenance to the satistadion of the
the of the first part The party of the second part agrees to exercise every reasonable precaution during
Division Engineer of party
construction and maintenance to prevent eroding of sat; silting or polltution of rivers, Streams, lakes, reservoirs. other water
There shall be compliance with applicable rugs and regulations
impoundments, ground surfaces or other property; or pollu".an of the air.
Env ronmental Management, North Carolina Sedimentation Control Commission, and w th ordinances
of the North Carolina Division of
and regulations of various counties, munlapalibes and other official agencies relating to po.lLedon prevention and control. Whit any
the party of the second Part agrees t of
Installation of maintenance operation dsturbs the ground surface and existing ground cover,
and replace the sod or otherwise reestablish the grass cover to meet the satisfaction of the Division Engineer of the party the
remove
first part.
That the patty of the second part agrees to assume the actual cost of any inspection of the work considered to be necessary by the
Division Engineer of the party of the first part.
That the party of the second part agrees to have available it the construction site, at all times during construction, a copy of this
of approval by the parry of the first part. The ?arty of the first part reserves the right to slop ail work unless
O
agreement show rag evidence
evidence of approval can be shown.
C—i
—
Provided the work contained in this agreement is being performed on a completed highway open to traffic the parry of the second part
the first when all woek contained herein has been completed.
r+
agrees to give written notice to the Division Engineer of the party of Part
by the party of the first part. written notice of comPlelion of work on highway Prolects under construction will
Unless specifically requested
N
not be required.
That In the case of noncompliance with the terms of this agreement the party of the second part, the party of the first pan reserves
from the right of way at no cost to the party or the
O
N
ce
the right to stop all work until the facility has been brought into compliance or rerr cued
first part
That it is agreed by both parties that this agreement shall become void ,f actual con struCion a' the work contemplated herein is not
the of the first part unless written waiver is secured by the party or the
begun within one (1) year from the date of authorization by party
second part from the party of the first part
During the performance of this contract, the srcono party, fw iiselr. its assignees and successors in imt st (hereinaftw rrferred to as
the'corntracl agrees a5 follows.
a. Compliance w th Regulations: The contractor shall Comply with The ReguiRtions relative to nondiscrimination In Federally
Title 49, Code of Federal Regulations, Part 21. as they may bt
assisted programs of the U. S. Department of Transportation,
amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and
made a part of this contract.
1), Nondiscrimination: The contractor, with regard to the work performed by It during the contract, shall not discriminate on the
FORM R/W 16.1 (Rev. July 1, 1977)

grounds of race, color, or national orgin in the selection and retention of subconlractors, including proauements of materials
and teases of equipment. The contractor shall not participate either directly or indrectly in the discrimination prohibited by
Section 21.5 of the Regulations, Including employment practices when the contract covers a program set forth in Appendix 6
of the Regulations.
C. Solicitations for Subcontracts Including Procurements of Materials and Equipment: In all solicitations either by competitive
bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of
materials or leases of equipment, each potential subcontractor or suppl ier shall IK notified by the contractor of the
contractor's obligations under this contract and the Regulations relative to nondiscriminatlon on the grounds of race, color,
or national origin.
6. Information and Reoorts: The contractor shall provide All information and reports required by the Regulations, or directives
issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its
facilities as may be determined by the Department of Transportation or the Federal Highway Administration to be pertinent to
ascertain compliance with such Regulations or directives. Where any information required of a contractor is In the exclusive
possession of another who fails or refuses to furnish this information, the contractor shall so certify to the Department of
Transportation, or the Federal Highway Administration as appropriate, and shall set forth what efforts it has made to obtain
the Information.
e, Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination provisions of this
contract, the Department of I ranspertaUon shall impose such contract sanctions as it or the Federal Highway Administration
may determine to be appropriate, including, but not limited to,
(1) withholding of payments to the contractor under the contract until the contractor complies, and/or
(2) cancellation, termination or suspension of the contract, in whole or in part.
f. incorporation of Provisions: The contractor shall include the provisions of paragraphs "a` through Y in every subcontract,
Including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued
pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Department
of Transportation or the Federal Highway Administration may direct as a means of enforcing such provisions including
sanctions for noncompliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with,
litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Department of
Transportation to enter into such litigation to protect the interests of the State, and. in addition, the contractor may request
the United States to enter Into such litigation to protect the interests of the United States.
R/W (161) : Party of the Second Part certifies that this agreement is true and accurate copy of the form
RM (161) incorporating all revisions to date.
IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and
year first above written.
DEPARTMENT OF TL)►NSPORT,A�7}QN
BY: eli
DIVISION ENGINEER
ATTEST OR WITNESS:
James W. Forman, Jr r ".E. / Michael W. Marta in artier
Second Patty
INSTRUC 1 N
When the applicant is a corporation ora muniapality, this agreement must have the corporate seal and be attested by the corporation
secretary or by the empowered city official, unless a waiver of corporate seal and attestation by the secretary or by the empowered City
official is on file to the Raleigh office ct the Manager of Right of Way. In the space provided in this agreement for exectnon, the name of
the corporation or municipality shall be typed above the rarte, and title of all persons signing the agreement should be typed directly
below their signature.
W hen the applicant is not a corporaton, then his signature must be witnessed by one person v their ra adrasss�ld be included in this
agreement and the names of a;I persons signing the agreement Should be typed directlysignature
This agreement must be accompanied, in the form of an attachment, by plans or cravings showing the follrnvirg applicable information:
t. All roadways and ramps.
2. Right of way lines and where applicable, the control of access lines.
3. Location of the existing andfor proposed encroachment.
4, Length, size and type of encroachment.
5. Method of installation.
6. Dimensions showing the distance from the encroachment to edge of pavement, shculders, etc.
cannot be obtained, location should be shown by
7. Location by highway survey station number. If station number
distance from some identifiable point, such as a bridge, road. intersection, etc. (To assist in preparation of the
encroachment plan, the DepartmenPs roadway plans may be seen at the various Highway Divison Offices, or at the
Raleigh office.)
8. Drainage structures or bridges if affected by encroachment (show vertical and horizontal dimensions from
encroachment to nearest part of structure).
9, Method of attachment to drainage strictures or bridges.
10. Manhole design.
11. On underground utilities, the depth of bury under all traveled lanes, shoulders, ditches, sidewalks. eta 1
r�
12. Length, size and type of encasement where required.
_t
13. On underground crossings, notation as to method of crossing - boring and jacking, open cut, etc.
14. Location of vents.
'A
GENERAL REOUIREMENTS
t. Any attachment to a bridge or other drainage structure must be approved by the Heed of Structure Design in Raleigh
j
J
prior to submission of encroachment agreement to the Division Engineer. `—
2. All croissinos should be as near as possoi■ normal to the centerfne of the highway. 3 Minimum i
vertical clearances of overhead wires and cables above all roadways must conform to clearances set Out n
the National Electric Safety Code.
4. Encasements shall extend from ditch line to ditch line In cut sections and 5' beyond toe of slope$ in fill sections.
5. All vents should be extended to the right of way line or as otherwise required by the Department.
6. Alt pipe encasements as to material and strength shall meet the standards and specifications of the Department.
7, Any special provisions or specifications as to the performance of the work or the method of construction that may be
required by the Department most be shown on a separate sheet attached to encroachment agreement provided that
such information cannot be shown on plans or drawings.

g. The Departments Division Engineer should be given notice by the applicant prior to actual starling of Installation
included in this agreement.
G
r"
r�
( l
t

Page 3 of 5
Carteret County
Ene # 16-12-32
implementation in 2009. This program will require qualified and trained Work
Zone Flaggers in every flagging operation (July2009), qualified and trained Work
Zone Traffie Control Installers on every traffic control installation (January 2010),
and qualified and trained Work Zone Traffic Control Supervisors on Significant
Projects (July 2010). It is intended for the program to include anyone working
within the NCDOT right of way including work associated with NCDOT
construction and encroachment agreements as well as all NCDOT operations.
15) Training for this certification will be provided by NCDOT approved training
sources and/or private entities that have been pre -approved to train themselves.
Additional information will be provided as this program progresses. If you have
questions, visit our web site at www.ncdot.org/^-wztc, or contact Roger Garrett
with NCDOT work Zone Traffic Control Unit at [phone] or
[e-mail].
16) During non -working hours, equipment shall be parked as close to right of way lines as
possible and be properly barricaded in order to not have any equipment obstruction
within the Clear Recovery Area.
17) All roadway signs that are removed due to construction shall be reinstalled as soon as
possible, but at least by the end of the same workday.
18) Excavation material shall not be placed on pavement. Drainage structures shall not be
blocked with excavation materials.
19) All soils located inside the Right of Way shall be considered a type "C" soil. All
trenching, shoring and excavation shall follow the OS14A guidelines for this type of soil.
20) All shoulder installation shall remain a minimum of 1 foot distance per 1 foot depth (1:1
slope) from the edge of pavement to the nearest inside wall of excavation.
21) Crossing by bore only no open cuts will be permitted.
22) All roadway crossings by dry bore method shall be a minimum of 3 feet below the
elevation of the existing roadway and 2 feet below the existing ditch, which ever is the
deepest.
23) Pipe encasements shall extend from ditch line to ditch line in cut sections, and 5 (five)
feet beyond toe of slope in fill sections, and 3 (three) feet behind curb sections.
24) Directional boring using jetting with a Bentonite (or equivalent material) slurry is
approved at a minimum depth of 10 (ten) feet below the roadway surface (15 feet for

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to Sc werz eo, 7 nips oiji (Nanle of Property Owner)
property located at 15- N (-- -133S-00sz
(Address, Lot, Block, Road, etc.) E'l lloc0
on 0 - x " in 0 0c, _ N.C.
(Waterbod (City/Town and/or County)
The applicant has described to me, as shown below, the development proposed at the above
location�
I have no objection to this proposal.
C., I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(individual proposing development must fill in description below or attach a site drawing)
P 17t+6 b41ITS ��ts
RECEivZD
0 C T 17 2012
WAIVER SECTION
understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set
back a minimum distance of 15' from my area of riparian access unless waived by me. (If you
wish to waive the setback, you must initial the appropriate blank below.)
:�'/ I do wish to waive the 15' setback requirement.
I do not wish to waive the 15' setback requirement.
(Property Own of ation)
WX
s7;7' S ;lk-n
Print or Type Name
J�o 4o' 37v
Mailing dry
- S A/C 8s-l/
City/ tate/Zip
Telephone Number
/n/ U/ /
Date
(Adjacentl�riperty Owner Info ation)
gWdj)-_'J vw
SiMature
Print or Type Name
Mailing Address
C ity/State/Zip
Telephone Number
/'-3--!//,;,- ?01
rMM
(Revised 611812012)

eM `133s�3�sys-��a llo0cs
r:r C7e �,"Zrt
t"C l 17 2012
r _JJ xJ
,• , v ,V_ http:(Jcarteret2.connectgis,com/Map.aspr- -- `fY - -- �l�Il X I in- Bing
File Edit View Favorites Tools Help
Favorites .� �3 http--www.d0r.stat.,nc.uS-- e_ Cape Lookout, North Carolina Google (2) Google < http--wildlife. state, co.us-Sit,.. e http-wildlife.state.co.us-SR... © 28531 Weather, Current Co... ConnectGlS 21 National Liquidators - 2004 ...
ConnectGIS I I j - ® - rw - Page - Safety - Tools - -
APCONNECTGIS
WEB HOSTING
nn
Overv'e. Map
Quick Search
Clear
Lat Lon
y
Address Search
-o
OWNER
b
PIN15
.avarcao Search
Coordinate Search
Comp3rable Search
.:l 0 39 Excel 200DJ2033
j.tm
v Nessdla
'Start ConnectGIS - Window... Workspace Webmail :: M,..
f
Welcome Guest Users Online: 414
Help Mobile View SRT: 0.67 sec
V Layers
Information
Parcels (Updated 20/04/2012)
7arel Cam
�Y
14Cl:_ Form iA appl,cablC
o
ar
OWNER HACIONORTH. PEGGY FULFORD
PINE 733MB7811000
-OLSE NUMBER r Dlgas;
0000000
STREET NAME:
STREET TIPE
CITY
DEED DATE OLD:
0
DEED BOOK
DEED PAGE
TOTAL ACRES:
0.1
CITY LIMIT
BEDROOMS
0
3�T�R.00MS.
0
-.=-_:o,OOD CODE
BM16
SALE PRICE
more
0
Other county
s�xr
COUNT' NAME
more
can
MMMOWWM Lege"
Display Labels I -play so Results
F F F F F F 10 Intemot-
!rll At I&I51ift 11:24AM

TWA%
6

GENERAL NOTES:
I. LOCAlIONNEk6T0KGABD/E tRiOUDAW U DBIGROIMD LRITE& AND
FACRTTIF& ARE NOT NECEWSAAM.Y SHOWN ON THE DRAWINGS, AND WHERE
SH]WN,TIEACCUMLYOFLOGTKNN WTVEPoFlED, PEFORESTMING
WORK, COMPACTOR SHMLLCOMi1RY LOCATION O ALL NDEAGROAD MN11E6
AWFACIUDES. CONTMC1Ot PESPMNEBIE FOP MFANN RFPACEMNT OF
OW RAGE TO ABOVE OROUO ANO tADEPGR0U.6 UfIL1tEs.
ZL%NTRACENBIV, PPF.SERVEAWPROPERTYMARKERPIM FRR1B
N LIDIIAELRS.
]. CONTTRACTO CALL MNMANV AWA BPEDF6IAAN AF$,roXIBARRERir
PC60BlETOPPNATE PROPERTY ADNMEM iO TIE FYNRARFA WRARPoERI.
OPEN I."U D TOALEGSWILLREMVNNRACEY3QO AWEEKEND
PERIGD. AM &BRIER$ iOACfESA NAIL BE REAWED 8V 300 PA MRtl(pV6
A WASTEN IXCESGG LLpTEANIb SHALLBECYAE 131E PIIOP THE
COMRACTN nNC SMEL RE DIG W SED OF N n0 W POAIDE WIM AU AB APPNG&F
LOCAL STATEAW FEDERAL REGUAipt6,
S TESTINGMD INSPECIIONOPCDIVACTIONANO WTERWs "L. BE Br AN
(DEPENDENT TESTING ACEICV DESIGNATED ND PAD WR BY THE OWNER
COHIIMCTN SHALL A RESPpbIBLE FOR 6CHEDU4GTES1pNGREIXWRFD BY
LIE fXXDRAC7 DOLiAEMS.
fi HOTPENCIEG 9FALL BE LEFT OPEN WEPHBDIII
EROSION CONTROL NOTES:
L LANTACFTIE N CACTI LAID AND
ONE BECDONWI TO FINAL
INA B1 OE WEEK PPoORiO
TAW IXGILRBN6ACTNlrv, AW ONE WEEK PPoDR TO RN1LINSPECTION
Z A COPY OF THE APPROVE) 4FDIENT AM EROBONI COAR OI PLAN SMALL BE WNTA AT THE SITE
] PRIOR TO COMMENCING LAW pWIURBNOACTNiTEB N ARM OTHER THAN THOSE INDICATED ON THE RAMS.
BMAOT UHIFD TO OFFICE BORROW AND DISPOSAL ARM. CONTRACTOR SHALL BLRMi A SRWREMEMARY
ER0510N0]NINOL PUN TO THE ENTBEER FOR Ri ANDAPPROVAL BY TIE LVDOIAI2TV SECTION
A EROSION AND SEDIMENT CONTROL MEASURES MALL BE NGRECTED FOR DAMAGE AND EFFECTIVE NfAATIONB
FOLLOWING EVERY RAINFALL EVENT OR LEAST ONCE PER WEER. HEPAIM MALL BE IXAVLETED IMMEDIATELY
TODNENNMAW FRBIOIOHE BDIGIFD ON TIE P.NNS.
3CONTFACTN PESNWSIBLE iNNBTAWIXXNDf AOpT10N11 EAOSIONAW SEDIAEIR WNTP0.
MEAGUfl6tECESSAS 10 MNMANERONW AW COHJTROIM DEIERBWED BY ilEOWNEP.ENGNEEP
OF0.9 PER
SONNEL
0NIEL
6.ALL OLSTIIMEDMEASTOgMTOAPPAMEDSEDIIEMCOMPOLMASMESATAMT DLWW
LVDDNTWBNGACI MMAWU PERMMEMBTAMWA MNESLASLLMED.
T.DWNGOELVATET4 ACTMMS.WATERSN1LLBEPUWEDWOANAPPPWEDRTFMYI
DF XTEN DRECTED TO EASTNG EROSIONNHRROI LEAMIRE.
&TEMPOMRYSTASB MU DLNLBEBYSEWMAWMLEPNONACpNMNCEWCHUMM 1AN ITEDING
6 MMAOINGN WITH
GTKMb AHO LHE SEEON661REOAE PEALWEM STABM17AlIN HALL KCENroEOE 800
INACWPOANCE MID OF SPEC1F1GndE.
9. MSTLNBEDAREAS OEIEAI�EO BY DIGITAL MIHOq
EROSION CONROL MEASURES MAINTENANCE PLAN
I. ALL EKJNONAW BEOYDJI OTNTHOL LEASMEBDpII BE CHEGtEO FOR BIAMIfTYAW
6FECnJEOPEMT1 FOLLOWINOEVERYR FPROOUCMMKMLEYEMNATLEAST
ONEPERWEEK. RUP SREOLNEDHALLMCOMPLMIMEWTELYTOTHE
pNFNSIGNAW FIIIA:TCW INDKATEO M THE PUH&
29EMlgli STALL BE REINED ftiOM Hf YREI PROTFCCONM6NORLTFA6 WRENRBEWAE86'DEEP.
ALL GEOIAEHT SHNLL BE REIGNED iROI1NE SAW RTEPBIWCE BITE W FULYBIABIIgD.
G SEDIMENT STALL RE REMOVED FROM BEHIND THE NLT FENDING WHEN IT
BE NCOE GbAORYTO M�AAMAWAgAPPoEP. Tff FENCESWILLBERFPUCEDNPEPAMED
a PROTECTINs, ED PAVFRBFROMNMAMM OFWIWWt ADACBRAHEMMEBTA01U2ED.
0.FANDEBRIB SENENRFROMMVE%"IXNERW MTERFAGMCTOPMOTELTpERAEAMLIIY,
5. ALL SEEDS RYTO 6W BFFEATKI>fD.REWEOEDAATNE SMrv.AW AKAOEDAW FPodTED
A NECESSAPVTO WNIANAVIDGHOl9 OEWE VEOETAINE WVFA.
fi COMAGT PERSON RESPptBIBLE FN INMEINNCE M NKE UWG(BIBI B101NB
SEEDING SCHEDULE
SEED BED PREPARATION
BE ]TONGING.
ID16A IOW IasNC
6aW SDDIBSACNFlERSEEDNG)
AGPHLLT TAIXa"".. GV JrON OF ML]I
SEEDING MIXTURE
[FEBRARY 1 APRIL ]DI
TALLFFSOJE TOLBSAC
PENSACOIA B11NNA55—tOlffiAC
RNFAN N K00E IESPEDf1A (sGRIFED I-�60183AC
(MAY Ip000ST 311
TALLFESCI 50R&SAC
WEEVPIOIOVEG _sLBS.AC
KNEW OR KIM LESPEDEL.IeUPoRE01--60 MAC
MOYMTN NLLEf—tb LBS.pC
(SEIRELBER 1. AMAAY]11
TALLFEBO.E 11i
MEANORKNE(ESP0IElA(UISCARIFnIO WLBS.AC
RYE LN KO aLBSAc
FN BLOEB Zi N BIEEPEP A0030 LBS.ACBEBCEA IESPEOEIA
AND 16 LBG WEFHNOlOYEtlASS
IAMAHIY 1. LMPCH JII
caWONeaaAUAa) UN-LEDHDOLBS. L&I
(AP IL I . AAY 311
CaLWOIJ8ERMJOAGRA86lXUF-, 2MAC
LEGEND OF ABBREVIATIONS
AGG
- AGGREGATE
ASTM
- AMERICAN SOCIETY FOR TESTING AND WTERIA5
BOG
- BACK OF CURB
BC
- BITUMINOUS CONCRETE
CABC
- COARSE AGGREGATE BASE COURSE
CMP
- CORREGATED METAL PIPE
CONIC.
- CONCRETE
D A
- DIAMETER
DIP
- DUCTILE IRON PIPE
ECM
- EXISTING CONCRETE MONUMENT
EIP
- EXISTING IRON PIPE
EL
- ELEVATION
ELEV.
-ELEVATION
EOP
- EDGE OF PAVEMENT
EX
- EXISTING
EXIST.
-EXISTING
FM
- FORCE WIN
FT.
- FEET
GALV
- GALVANIZED STEEL
GV
- GATE VALVE
H
- HORIZONTAL
HOPE
- NIGH DENSITY POLYETHYLENE
INN.
-INVERT
LF.
1INEAR FEET
MAX.
- MAXIMUM
MH
- MANHOLE
MN.
-MINIMUM
MJ
- MECHANICAL JOINT
NTS
- NOT TO SCALE
O.C.
-ON CENTER
O.D.
-OUTSIDE DIAMETER
PVC
- POINT OF VERTICAL CURVATURE
PVT
- POINT OF VERTICAL INTERSECTION
PVT
- POINT OF VERTICAL T,WGENCY
R
- RADIUS
PCP
- REINFORCED CONCRETE PIPE
R.O.W.
-RIGHT-OF-WAY
S.D.
-STORM DRAIN
SPK
- PK NAIL
SIX
- STATION
V
- VERTICAL
WL
- WATER LINE
BFIAbNO POMtCUWATWGMIL:A10
a wT ro BE RFAAroLA;Eo oe usm
iDRANY PROJECT NWXOREOR M
PRAT MR W M EYPRESB 3YARiBN
PERMB,ADH
JWF
DENGIED'. KLN
DRAII KLH
OEOKED Aw
DATE 7272012
1NW
A
910 A.r" Shell
M.0—d City, NC 285V
[phone]
www.bearingpt.cotn
W 0� CrMn Caokalon No. G3TlS
9RNER315UW SEWER COM'AM. LLC
P.O. Bi 3m
1AIDtERb GIAW.IC msTI
PROJECT
FORCE WAIN
ENCROACHMENT
CARTERET COUNTY. NC
DRAWNG
GENERAL NOTES&
ABREVMTIONS
Preliminary Drawing
Not For Construction
vow

6TA OOD.IPN356N00.S183 ET116o315.DIDI
70 k]0.RTNG FORCE MAIN REMOVE
$
� R„
E1t5TNO FORCE I
MAN ttP. I
1
I I
�C0IAVEGTOJ
EX61igtl'BEWfREFlACEWII•YWI &OL%M3
_�_ M �_�
�
I
BORESJACR BENFAIH i I
i I
_
PAVE" OF ROMSIYP.
WA TEROTIg80_
WA1EfKNE
SAVASTAND CS ! FULFORD. XMUJA
I
_
11PY
PO6TTYP
Erm MARGO Nf
G �� I
//
I I FUPLES. RICIWIDO j i
PROCTOR.WWWIDF%
t\.
�'ER�E ! GRAVELDRNEWAYTYP.
,�
j
NxIcRICRt', JOANNE ETUIt PAiRKY
5.'IP
TRENCH REPLACE DRAVELWIY
-
_ _
4\ WDOTABCCOMFACT
\t
I
X
\
NEYERS.SNARONE MEVER.LAWNENCE
I
81
\�
I
�K•
FYF
,y$�5
W
BRE.IOSEPNtm
\i Q. 4
I I
PROIOSEDFpi
".
-
ca+cREre�'. �;
LRNEWAYIYP
II I
I
1 \
POWEAPOLEw
// bm VARE Typ. DoETMORAxME
L �E E
BORE&ACKRENEATN
PAVEMENT Of STATE ROAD M.
WAY
LNES@lES
-
4ARFS.NICIWRDD % PDX
BO%M.
-- —_.— — —_—_ _—OAKNATAACKOR
EDP-----_
_
POWER POLE
EDP IUL
M ._.
_
I
�ASPT
1—
�
/ MVAA80kiW. I
I
CTI_ _
/
FENCE UNETro.
aTw_
SHORT. JAMESR
/ / NM ' 1Ef I w
/ aRO0RS.9USANW I CWSM-SA'AR I
wOEvk10PMENTIW
�e.
�.LAWAENCE' DELTA
F. PROP FDRCE MWN
FORCE MAIN PLAN - STA 0+00 TO 15400
YALE I'•W
—
SCALE INN
w v w Ix
15
10
5
0
-5
ag
z
WINTAINEDBETWEENAEWTAERwYof WERSAN STOW
SEWERSA1418'BEtWEENSAWARYSEWERSAND WATEJ
Q
'zµ
MARS. If
SA AL6EPAW,TANGNNOTSE
B
W
d
p
3
INSTALL
ACCOPOA INSTALLSAW BETWEEN PIPES N
ACGORDAWEWREDETCROWNTERIN. PPE SEC110N
eW.LL 6E CENTERED AT CR0S4W POINT.
53
3
E
8 8 8 8 8 8 8 8 8 8 8 8 8
FORCE MAIN PROFILE - STA 0400 TO 15+00
SCALE NAWTOFYAL I- -W VERTICAL I•.5.
1 h5 NUWW O LS iRE PROPERTY a
BWFNWOPUNTCONt'AA— NO.ANO
tTOSEREPROOVOEOOR—
F ANr PROJECTNW11 LEORN
P TWItNWfEAMESS WNfTEN
PEen�v-•SNw •arm
DESIGNED KU1
DRAWN& KLN
CIE"m i1AF
6CAIE' I�w
1V 1
910 ArcrAd Street
MNeheaA City, NC 28557
(152}2d74M
wv^v.bearingpt.com
w011 aam cNFAa>n RR. cars
OWNEt.
,AARxER6 STAND SEWER COMPANY. LLC
P.O. am 3m
HARA8E5 SlAW.AC aaFfl
PROJECT
FORCE MAIN
ENCROACHAENT
CARTERETCOUNTY.NC
DPAWNO
OAR I AIIAAA K
FORCE MNN
PLAN & PROFU
0.00ro 15F00
PTeliminory Drawing
Not For Construction
( :A

NF
OOM .TOMN
LLC
ItLr�rV(�T) —
IitfiD
RfONTfIF-WAY
I
r _
I
_ _ —
LNE6
VERr M.
_ _ _ — _ GRAVFL OPNEWAY M.
_EOP _ __
PgpRE
POAt:RPOIEM._ __—_----------------_
-___ —
SBBIEgp�
—___—_�- _y
T
— — —_ —_—_ NAAYIOpt OR --
— I----
--M r FY rN ' N
+- --
AIL _� Fy_ _ _ — —T \ I xoE, fLeNbF1T
ta00�_--L_`_.
♦OAIL
-�_�._ -_-_ �_iV --rY 1-_-_FY
___�Y_-yY 1_-FIL �f1i1 �JM--IiY_
p
I1
_
P0.pFp5®FaacEuw
ESITuxJO"JUA E AT
_-�r i SiJ N,{WM
I
L _ _ _ _ _
r
.
I
11RBa00
I
I
YE
Irl
Nff t, ALTONS JR—
ETLMClwk
I
rI
—
I WF
FLUM "A
Erux
AL
FORCE MAIN PLAN - STA 15+00 TO 30+00-ceF�-o--
—N R0.0P WPGE WN
W&E V-W
BGLE LF
60 P m Im
rs
LroWs�Iwuurrx EvuuroxoF lr Yvu eE UAw
hfrwffx ANO 6FWER6.uq u�
�'& ��
MWrYlr ffWfn frOAu
N:rWEFNHMRMr ]fWEPSAW WNiER YNIO. FUN4W
Y m,r
IO
Vf11rR1t FfPNUrgrl C/Mgi BC YW rMrpE Nfir4l 6Y0
CCNoxBfM'EfxepEl lx AEGOROMCE MIn CFrM cnnER
Oi APIf fiEtroN 6rNLt H CFur[PEC ♦I CRW'Aa PUNT
r i0 A
9
NBN.DOBMf
0
_g
PrS PIIPb3ME 6!\1FN
iWCF YNN
8 8 8 8
8 8
8 8 8 8
8 8 8
8 8
FORCE MAIN PROFILE - STA 15+00 TO 30+00
SCALE NOW2aNTAL I'.W VEATIFIL V-V
nA60MW Wp16 THE PROPFAry OF
n6W N0 POMi COe5BL1N0. RIC. Arp
100EREPRODLq®OR V6ED
FO.R •XK PRO.Ax1 N WMXE OR N
Mi WRrolrt IXPRESS WRRIEN
v SpN.
PROJECT LMNAGER
dlfF
ceslnrrErf KLH
ePAM BY KLN
CIEI 0 iff
S E. 1'=ix),
i 7 2012
iNl
9L0 Arerdd Street
M—heed Ciy, NC 28557
(252L 24742W
www.bearingpLeom
FMmaamcaEraRRw.wns
,WWI
ruRKER6161AN3 MWER COWA W UC
P.O. BOX 3TI
,ERSISUFAI. tC m531
PR T
FORCE WON
ENCROACHMENT
CARTERETCOONIY. NC
puwlrA;
OAK HAMMOCK
FORCE MAIN
PLAN PROFILE
15400 TO 30,00
Preliminary Drowing
Not For Construction
4
SHEET 1p
C4
a 7
OB N0
- 12017

10
1,\
L
NF \
AC SON.
'. `
NIP
fM(Eru
rLwETVP.
sAvxr,R IAA►RrEaNc
� 8
I
I
I I I
I
1 9aAARf, nAPHA6J 1 6CHMTT. NAIMAR INJNPSpV, IRLTNEY I
MCRMAAN,ALA.T NURDWIS
\ ) I
8 1.\ EIVH PETER
I
EMI CONNE i
ASSOCNlES Pk
y `
rYP g
I
_ M 1 __~
$
PROPOSED FORCE ENN NiOPoSEDFMCE WN
�a1K11AMga(Gt
♦
_ _
FM
i—IFS
� -0PANAY — — — -- _ _ _
SORE6 NG(BFNFATN
M — Z
�-
EASTNODRKWUS
_ OATNMWOLNDR
I I
Ea___
I
I I
OC i i 7
2012
wf
REEL, ALrONSTi I
ETUR CHWTAL
a'JaRT KATRMA
' E1NiPETFA
I
'
NF
NCCIU ,. SH
ERJx BETJY
)
FORCE MAIN PLAN - STA 30+00 TO 43+00
SCNE I.-W
Npre
NNNu1 vERTlul sEPANArgx of Irawu aEAwrANJm
aERREFrI aArmARr sEwERSANo aroRN saWRSAJo Ie
E � BERREFNFANTMv6E\YERSAMI WAIERAV1NS VWNAIW
q vwnva sEPARAnoxwxnoreEwJxrANEo. NsrAu sin
tl NENDH OETYEFN %fESNKCgWAW'EWLrHp¢rML. LNnEA
F Of]YWPESECipN9W11lE CENTENF➢At CR08NNO PoNi.
EN6TMOORADE 17
f PVp NE6aW[SEWEP
PoRCENNI
M PROP FORCE IMN
SGLF NfEEf
>p a so Iro
8 8 8 8 8 8 8 8 8 8 8 8 1. 8 1.
n n rt 5t .
FORCE MAIN PROFILE - STA 30+00 TO 43+00
TNS ORAWNO 6 i�E PROPERtt OF
eEMWpPOIIrt CONYILTMG, NC.AIp
N XOT fO0EP6ROCW:9r OP MED
FDRAJW PRpJECTNWIgtEORN
ARTWRHOUi F}PRF EWAfitEN
PEPWSEION
PROJECTIWlXGER
JNF
DESI�DEu KLH
OMWNBY KCH
ClffafED MF
SCALE
7127�12012
NG
810 ArentlRl Street
MueMatl City, NC 28557
(M) 2474200
w .beanngpLcom
NRN CaRNN feAlf�on NP. C3TlE
OWNER
MRRERS ISIAMSEWERCaMPAN1.UC
P.O. BOX P
HNatER81W..xc uEal
PROJECT
FORCE MAIN
ENCROACIAIEHT
CARTERETCOMY, NC
OMWNO
OAK HMAMR
FORCE MAIN
PLAN PROFILE
50,00 TO 43-M
Preliminary Drawing
Not for Consiruttion

J_
NORaOCJIi
I•JAWETALpR(
I I
ASSOCIATES NC ,I
I
S , cEaRGE BE I eEsr.GEaRCE I
MLAR i wxJ m
I
PROPOSED FORCE RAIN
$
\
I
I I I
Ni
SCIWFP,RAPWFJ.
JEIU%GUnENE
�X��i LFTi•—'—FN
—
+g S
�rTW
FRCPERrc
S I I bWu WP.
—M
����
FW—
$
S I Ig
FENCE Uff IYP.
_
OAN NAMgaI ON
FY— ry — —
8 wow
M
BpAJOVw
-- --
—— — "�---
~--'I—�
_-- — — GTYP._,\
RATE
--/
wvmtia unnr
ERA BOVYE0
I
l4WW.OsWfi JF
WCIDREJANEbN
EWXBETTY
I
e[CIIWE. JANES H
RIGHT .AY
\
LIRES
15
10
5
0
-5
FORCE MAIN PLAN - STA 43+00 TO END STATION
SCALE V-W —
MMN vEPIFIi eVARATpx OF IT ewbl BE HNIIrAN®
NMEEN WYIAW NMERb AAD 6TDR4 SFNFNb MO IY
N MEEN 6ANIIARr BEWFRx Na NATFR WNF R EPMW
VERDCN SFPNURpI CAHNDI eE W.WTAR®, Nb1ALL bAIC
[UNAOx BFMFfx PIPG N I4CORDNICF Wlix DfNA. CENIFP
M 1P PPE 6FCTION 6x41 BE CENTER®ATCRONtE9IPINI.
� Wb1NDDRADE
Y PVC PREebuRE eCAEA
IORCE WN
8 8 8 8 8 8 8 8
FORCE MAIN PROFILE - STA 43400 TO END STATION
6CME HORIZONTAL 1'-W VERTICM V-9
— FN PNOP FORCE W W
6GiE M1V FE
W P W Ifi
G C 1 1 7 2012
F,,r. F `T :.: T Y
OMWNDN TxE FRPPENtt DF
NDPUNT PDxNl1DD.LNGRNp
.—SE—.—
FO R RHT PROJECT N WHDLE OR N
vNRI YTMDN IXPA Eeb YIRRIEN
PERWfbgN
FRaJEcr WAHGER
DEslrraED KIH
DRAwN ev KEN
CIEq Gar AW
SOAI£ 1 =60'
DATE, 72712OU
910 AIe,,M Street
AWd..d City, NC 28557
(252) 267$ae
w .6ranngpt.com
Noel cNa �. caFevoPR NR. wrJb
OWNER
MARKERS 161ANp 9EfIE8 CCMPANv, LLO
P.0. BDX 1]0
INPItEAb 6VN0. AG ffi31
PRDJECT
FORCE AWN
ENCROACFMENr
FORCE WIN
F AN S PROFILE
AG+00 TO END STATION
Preliminary Drawing
Not For Construction
C6
OF'.]
JOB N0.
-- 12017

__� �� PRFIaIRLA 9
iAA. ]xiR, xiR. tmR. n.
ixiR. A.R. )AR. I#n, xin.
J A. R. ItxiR, LxiR. Imn. nxiR.
TAR, afx R. 1iAn.
RArt. Ah,
ORIGN11l1PFlICN NALL
THRUST BLOCK CONTACT AREAS - 90° BEND
MwLE IAnroacuE
6NlaFOAla
lxiR.
)xin.
AR.
{Art.
xiR
ixirt.
Imrt.
AR.
fAR.
ItAn,
xAR.
aA, n.
V
lAR.
tlxiA,
axiR.
xAR.
LAR.
M
axiR.
xAR.
]ImR.
LAR.
]TAR.
A T
WIN L ENON
PIPE T' APE
THRUST BLOCK CONTACT AREAS - TEES
S ,.E wt To&7AP
0� PFF1]LRELAL P� PIONINNIff
r txin. txiR. AR ]Art TAR. An. TAR. Art. Imn.
amn. 1AR. lm A. ]xiR. A.R. mR. IxiR. {AA.
]mrt. lxin. IxiR. {AA. I#R, Imn. IArt. NAn. NAn.
TAR. flan. TAR. TAR. TAR, tlxiA. MAR. AR. xmR.
tp
IAn. NAn. van. w aAR. Art. Nmn. aw.rt. NxiFl.
{An. amn. Art. WA.n. NA.R. aA.n. LA.R.
amrt. aA axis. N#n, axis. axiR. am.n.
PIPE
1
O LIT WALL ARFA TIYP.N OOMACr
r TSLOCR II Tll0
PPE Ck—
fM4 aox f1WUE1 BLOdt
THRUST BLOCK CONTACT AREAS - CROSSES
s
PRE)AME4LlR
tAR. xiFl. #R.
p An, tArt. 1mR.
IAn, mR. IArt. mR.
{Art. TAR. IA.R. )xiR. mR.
#n. 1xiR. xiR. #rt. r c
MWT 81= 7212.OR IT IM'eEWI • 2012
OPILi]AL mRlcxw L'r�,�_^. �1.,� -
_, ..-TY
THRUST BLOCK CONTACT AREAS - 2221. & 11 BENDS
SGIE NOTTOSGIE
PRFSIWEgA6
T
An.
AR.
tAA.
]xiA.
Ixirt.
IAn.
}xiR.
IAn.
mn.
p
IxiR.
xiR.
)xiR.
r
Emrt.
ImA,
nmR,
uAA.
NxiA.
p
iAR.
tlm R,
aAn.
»AR.
LAR.
N
axin.
»xiR.
)]xiR.
aAFl.
mn.
oRIONALTn� .:�
(PIUG�RaP
TNRWTSLOCII
THRUST BLOCK CONTACT AREAS - PLUGGED ENDS
SOILS ]OTTOSGIIE
L OOMACT,IM I0IXM O
POR Fm wronl oP TRENCN
THRUST BLOCK - VERTICAL BEND THRUST BLOCK - GATE VALVE
SGa NOT IO SGLE IKAtZ NOT TO SCALE
iNaoPrwwmn rxE RroPEFn oP
RFAPNO PON i c01ASlt 1x1O Rk. AA
N 1qi tOEEREPR°NFEOOR PoFNIY PR°6YNMHXEORW
ARI WIImUi EtPRE55 x'RfRRI
vERWssnµ
PROTECT ILAILAOER
MF
DESIGNED. JJW
C BR@ . yf
SGLE' 1•c 0,
GATE 727012
810 ArendM Sbwt
Morohmd City, NC 28557
(!52) 2474200
wLvw.bearinant.com
IaRn caaP. cNr{cwa� N° carat
owNER
NRNERSISIAMSEWERCOIPAW LLO
P.O.WX370
]NRCEASaU1dI.N0Ml
FORCE MAW
ENCRCACI»ENT
CNRTERETCOMM NC
mlw
DETAILS 1 OF 2
Preliminary Drowing
Not For Construction

METALLIC TRACING TAPE
V ABOVE ALL PVC WATER
2C VERTICAL SEPARATION TO STORM SEWER
TACK COAT ALL
SURFACES IN
AND SEWER FORCE MAWS,
SELECT BACKF+LL COMPACTED
I.VERTICAL SEPARATION BETWEEN WATER
AND SEWER MAINS
CONTACT WITH
ASPHkLTPATCH
TO 98%STA14DARD PROCTOR.
USE HAND OPERATED EQUIPMENr
ONLY.
TRENCH BOTTOM SHALL CONSIST OF
20'PIPE JOINT
FIUM,STABLE MATERIAL & SHALL
(—
— CEMR Ep C SS POINT 1
E O.D, tl' •
PROVIDE UNIFORM SUPPORT THROUGHOUT
LENGTH OF PIPE.
U�
PIPE TRENCH IN PAVEMENT
SCALE: NOT TO SCALE
MOUND BACKFBL OVER
TRENCH TO ALLOW FOR
SETTLEMENT
METALLIC TRACING TAPE
V ABOVE ALL PVC WATER &
SEWER FORCE MAWS.
SELECT SACKFML COMPACTED
TO 96%STANDARD PROCTOR.
USE NAND OPERATED EQUIPMENT
ONLY.
TRENCH BOTTOM SHALL CONSIST OF
FIHMSTABLE MATERIAL & SHALL
PROVIDE UNIFORM SUPPORT THROUGHOUT
LENGTH OF PIPE.
PIPE TRENCH OUTSIDE PAVED AREA
SCALE: NOT TOSCALE
NOTE:
FOR MULTIPLE PIPES. PROVIDE IS' MINIMUM SEPARATION.
PIPE CROSSING DETAIL
SCALE: NOTTOSCALE
rjC T 17 2012
r^,�,
CASINORPE --� _. .. `---
WALL THICKNESS MPODUMETERSTARAFSS
SEE TABLE STEEL OROALVAM2m BOLTS
RIPE 611PPoRT A66EI1&LY
CARAIHM PPE SLIP VINT DIP
PIPE SUPPORT ASSEMBLY
NOT TO SCALE
EDGE OF PAVEMENT
FINISHED GRADE
DIP CARRIER PIPE
r STEEL CASING PIPE r PIPE SUPPORT ASSEMBLY
CARRIER
PPE SIZE
NOMINAL OIA (MI
CAW
PPE SIZE
O.D. (I)
WALL
KN
THICESS
(IN)
P&UNDER
1231r
.11IC
E
C
1
D
+
0201.
o.5M1•
u
2r
0.
APS MODEL AC SEALER
OR APPROVED EOWLL
CASED BORE NOTE
S:
1. MATERIALS, JOINTS, PROTECTIVE COVERING,
GROUTING TAND WELDS SHALL BE IN ACCORDANCE
WITH NCOOT SPECIFICATIONS FOR ROADS AND BRIDGES.
2. CASING PIPES SHALL BE SEALED AT ENDS TO PREVENT WATER
AND DEBRIS FROM ENTERING THE ANNULAR SPACE BETWEEN
CASING AND CARRIER PPE.
O. ALL EXPOSED METAL SHALL BE COATED WITH COAL TAR EPDXY
ORASPHALTICMATERML
A. STEEL CASING SHALL BE 05,000 PSI MIN. YIELD STRENGTH, GRADE 8
CASED BORE DETAIL
S.
CLEAN OUT ASSEMBLY
SCALE: NOT TO SCALE
tHSDMKTR}IiRE RroPERtt W
&EAR MMAIWNSLtTM3.INL.ANO
6Npi TOHREPRWI ®OR UM
-RJH PAO.ECTHNROLEOR N
PMi'MIX W i EARNESB W RIIfEN
P8R65tlN
PROJECT LANMOER
ME
DQ'KNED JAY
IXIAILM BY JJYi
tlECRETJ JWF
stuE 1=80'
DATE 702012
N2'
BID AreMeB Street
MoreBeed DO, NC 28557
L252) 2474200
w—Wbe&rinot.co7R
xeI caso ce+emFon N> carts
MW RSIS 8EWERCOUPAM'.UW
Po. BOX Bro
INRNERb RUNO.NG Ol91
FROECT
FORCE MAN
ENCROACHMENT
CARTERETCOIMTY, NC
DRAWING.
DETAILS 2 OF 2
Preliminory Drowing
Not For Construction

E%ISIMO WOKE
M.
wJTm. 12
r- - - - -- , ER INMIYP, ME
TV.
I WAT'V
Is
I
I II
CII...ff YP.
_ I I
yACa AND ROBE BENEATH
-_-__---T-----T-T--__--_.T T-__-_T�--T----�J J
I I I I I
i I I I I I I
I
I I I I I I j I
I I I
I i I I I I I I
T I I
a RPN9Er, BEVUI/f UWRFIJCE. WIRJ6A NAMITpJ. NAEISSAM I TAnpt, KAREw PATRKM S 9 TER, RWBTW LT I 1
I FORE B EIVIP tHTDAW9 1N.SpJ,
MEW I I I I Elm 7AI - !
E / BUa0B1OTYP, 1 rEiFp JACA AHDBDRE BQJEPTH - ( -
/
ILI(/ BBox WP.A DFNEWAYSIYP PROPERrVgEg ttP. a
7 /
—uAR'r SLARD
« —w -« -N w -« ~ - « I Ii ----
« w -W W A �_Hr (7
IAnERaRoura - - T - - - - T - - - 1 NASHD%TYP. T - -- - - 6T-0FaYAv - T - PFDib6FD PORCE UAx - - - -
rABEE ttP. I
wF I wF I «F I wE I wF I wE
YCgUR.JOSEPxM; AWWt UESIE 9"OMES I9ODTi.O*A Esa tEWR,PR16CElA TAM.0R.TH01MAi -M. THDIWSA
ETUx ENN I SErux SUED 1 Erm IXJFFDRD « I I I I I
IF W xT ws I E- wE a
d, QAvn STYRm,pNraW TRo14FR.1MTTFEw WNALEY, EVEN EARP, J0INTMPx SMG4 rAEaY NOOB
CoFAAIY
E1101 r1R0. I GE7T01NWIM I I ENA LHR6iWIC PARNTER9NP PARN7ERS _ J
�I
I
FORCE MAIN PLAN - STA 00+00 TO END STATION
6OAEE r•.w
r did +
e TeFs e�
Ts F
.s
10
irk
O
.Tl
NYMNVEP11fl16EPAPAibNa IY 6WlE AE WDI(AWfp
5 BF1wfFR 6VIrMM1 HEWt:PH AN)HIOAI HFY/EPH AID II'
tlFTYHFR SAMAay 6ENEPH AIR WARP WWH B
VEPRVAHEPAMipN OANgrBFYINr4NF0 Ptl1rNlTwb
WHHpN HE1wEEN Ppfb MAIX:OwANtE'MIN CEr.LL CF
a m art uc iw HNv E 9E CEN RaED A r caosvxD Pow r. E P
8 8 8 8 $ 8 8 8 8
FORCE MAIN PROFILE - STA 00+00 TO END STATION
SCALE HORILJ 4 1'.w VERTM I'.9
i DRAWRge MEPROP WGF
BENaA3PoRR CONNA�.Wc.Aw
NDi iOlN:RE OO OR UHw
PRDJwiNWROIE ORW
I
I
T -
ARYAi1pVf F%PPFSSWRDLEN
I
PROTECT ANNWER
.AW
0 KLH
KLH
CHECKED. MF
I
� 1•-80'
DATE 7272DT2
I
910 Ar dell Street
I
Mat h d ChY, NC 28557
I
(252) 2474200
i
V w ..bearingptxom
� __ - _ _
wW mare c«eavuarEJP. ca7Bs
owNEF
IwPItER6151AND SEWED C0I.PANr. nC
I
v.D.ROx rJD
'1
rawcERswAw.Hc mar
_ - -
PROJECT
FORCE AWN
ENCROACHMENT
TN v0.oP Tw'W CARTERET COUNTY. NC
DRAWPZ
�-�"- VARY EUA
FORCE AWN
SCALE uPE
0+00TOEND STATION
w v w Im
;: - �-rr�� Preliminory Drawing
Not For Construction
T 17 2012
v
12017