20071873 Ver 1_DCM Permit_20080204

Permit Class
NF.W
Permit Number
10-08
' STATE OF NORTH CAROLINA ~~~Q~ ~~ .
Department of Environment and Natural Res la ~ ~ ~ ~ ~. ~ . J
OAT F and
p ~ _ ~ ~ ~ 3 Coastal Resources Commission FEB 4 ?_008
1~ ~ $ ' ~0O1 ~ ~~~j, ~ WETLAWDS AND STORMWATEk BkANCH
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to RJP Newport Corporation, 123 Nine J Drive, Newport NC 28570
Authorizing development in Carteret County at adi. to Crab Point Bay, 1454 O lg esby Rd.,
Pinnacle Point, Morehead City , as requested in the permittee's application dated 4/9/07 (,MP-1, 3~& 5~.
8/2/07 (MP-2), including the attached workplan drawings (7),
This permit, issued on January 30, 2008 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
1) Unless specifically altered herein, all development shall be carried out in compliance with the attached
list of workplan drawings: sheets 1, 2A, 3, and 4 of 7 dated "revised 9/24/07", sheet 2 of 7 dated
"revised 9/25/07", and sheets 5 and 6 of 7 dated "revised 8/2/07".
(See attached sheets for Additional Conditions)
This permit action may be appealed by the pernuttee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case maybe.
This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work shall cease when the permit expires on
December 31, 2011
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
~% ~`
Jam/ es regson, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

RJP Newport Corporation
ADDITIONAL CONDITIONS
Archaeological Assessment
Permit #,10-08
Page 2 of 4
2) Prior to initiation of any ground disturbing activities within the project area, the permittee shall arrange
for a comprehensive archaeological survey and evaluation of the entire project area of approximately
7.25 acres. A professional archaeological consultant shall undertake this work. The purpose of this
survey will be to locate archaeological sites within the project area and assess them all in terms of the
National Register of Historic Places (NRHP). If any site is determined to be eligible for the NRHP the
permittee shall determine whether the site will be adversely affected by the project activities; and, if so,
to develop and implement an appropriate mitigation plan. All activities associated with the
archaeological investigations shall be conducted in close coordination with the Office of State
Archaeology (OSA). Two copies of all resulting archaeological reports, as well as one copy of the
updated site form, should be forwarded to the Office of State Archaeology for review and comment as
soon as they are available and in advance of any construction or ground disturbance activities. Written
notice from the OSA of the satisfactory completion of this condition shall be submitted to DCM prior to
initiation of any development activities authorized by this permit.
Upland Development
3) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including but not limited to all roads,
utilities, and infrastructure associated with the development of the 1 S-lot subdivision, all as expressly
and specifically set forth in the attached permit application and workplan drawings. Any additional land
disturbing activities and/or construction may require a modification of this permit. Contact a Division of
Coastal Management representative at [phone] for this determination.
Wetland Disturbance
4) No Coastal Wetlands shall be disturbed outside the areas indicated on the attached workplan drawings
associated with the placement of the 8-inch sewer main.
5) All disturbed Coastal Wetland areas shall be returned to pre-project contours immediately after the
installation of the sewer main.
6) Due to the possibility that compaction, mechanized clearing and/or other site alterations might prevent
the temporary Coastal Wetland impact areas from re-attaining pre-project wetland functions, the
permittee shall provide an annual update on the Coastal Wetland areas temporarily impacted by this
project. This annual update shall consist of photographs and a brief written report on the progress of
these temporarily impacted areas in re-attaining their pre-project conditions. Three years after project
completion, the permittee shall hold an agency field meeting with the N.C. Division of Coastal
Management (DCM) to determine if the wetland areas temporarily impacted by this project have re-
attained pre-project wetland functions. If at the end of three years the wetland areas temporarily
impacted by the project have not re-attained pre-project wetland functions, DCM will determine whether
compensatory wetland mitigation shall be required.

RJP Newport Corporation
ADDITIONAL CONDITIONS
Culvert Placement
Permit # 10-08
Page 3 of 4
7) The placement and alignment of the authorized culvert shall adhere to that depicted on the attached
workplan drawings. Any proposal to alter the placement or alignment may require a modification of this
permit. Contact a Division representative at [phone] for this determination.
8) This permit does not authorize the excavation of ditch bottom other than that necessary to set the culvert.
9) Appropriate bedding material must be placed beneath the culvert to prevent structural subsidence.
NOTE: Should the adjacent property in which the culvert is to be placed is sold prior to the placement of
the culvert on the property, the permittee shall be required to obtain a signed waiver from the
new property owner prior to the placement of the culvert on their property.
Sedimentation and Erosion Control
NOTE: The N.C. Division of Land Quality approved this project under Permit No. Carte-2007-434 on
5/25/07.
10) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
Stormwater Management
11) The N.C. Division of Water Quality approved this project under Stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW8070507 on 5/18/07. Any
violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit.
General
12) Any future lot owner that has riparian rights and desires to construct a pier or dock shall be required to
submit a Major Development Permit Application to the Division of Coastal Management for thorough
state and federal review, providing in addition to the typically required information, all existing docks
within the subdivision, location of all oyster rock, width of the water body, and professionally surveyed
water depths.
NOTE: The authorized project is located adjacent to a primary nursery area (PNA). Therefore, in
accordance with T15A:07H.0208 of the Rules of the Coastal Resources Commission, no new
dredging or excavation within the PNA shall be permitted. Dredging in any manner, including
"kicking" with boat propellers, is not authorized. This prohibition shall be applied and enforced
throughout the entire existence of the permitted development, with the exception of a rule
change.

RJP Newport Corporation
ADDITIONAL CONDITIONS
Permit #, 10-08
Page 4 of 4
13) The waters downstream of the permitted project are classified as "Conditionally Approved". The
construction and/or operation of the authorized subdivision shall not directly result in a permanent
closure of these conditionally approved waters. Any such permanent closure directly attributable to the
authorized subdivision shall require that the permittee undertake remedial actions to remedy the
situation. Such actions may include, but are not limited to, mitigative measures to reduce or eliminate
the cause(s) of the closure.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that maybe required, which includes but is not limited to any Access
Permits required by NC DOT .
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3631 (DWQ Project No. 071873), which was issued on 12/28/07.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under NW18 (COE Action
Id. No. SAW-2006-00576-010) which was issued on 12/19/07.

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SITE DATA
TAACI AREA • IIAd85TF 19.60 AC7
20NE • RISu
FLOOD LONE • AE EL 6.0
ALIOrABIE ND.LOTS 12.5/Atl • N
xD. LDTS • Is
NINIWY LOT 512E • 15077.79]0 SF
AVERAGE LOT 512E • 11290.6729 SF
COMIpI AREA • 78191.5975 SF
AREA IN R/r • 15.215 SF
CAIN -•* ~ T w s 1!1 NA°•
SETBACKS: pp~pVED
FRONT • 20'
510E • 10'
PEAR • t5'
LEHGTX OF STREE75
RDE FARM ROAD • 371.91-LF
PINWCLE CWRT • 150.711E
NOTES
1. HATER ANp SErEA TO BE PROVIDED BT TXE fOrN OF
MoRExEAO olrr.
2. FLOOD 20NE TAKEN FROM FLAN PANEL 6786 J.
7. OVERHEAD PorER LINE TO BE RELOCATED UNDERGROUND.
I i79)5.86A6 3986.5808 279/9.2818
t ]1186.5513 766.6191 74819.9022
] 7I900.9tiT )96.7950 71504.1727
4 11819.1717 1510.7551 16308.4191
5 19196.0]97 862.6503 18773.7894
6 25712.0260 687.1197 25028.8967
7 28692.5017 17762.2526 14970.2517
8 2]199.6851 11402.1810 10897.4012
9 15077.7910 11 it.8781 1791 D.9516
10 16545.4163 1099.2059 15446.2104
11 1T161.D711 719.1457 161M.BBB1
tt 18190.1190 118.7551 18DT1.J679
17 20189.5209 656.1965 19873.0244
14 16610.1451 899.6119 15111,1273
15 20557.6880 4161.1568 16)92.5711
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RJP NEWPORT, LLC
C/0 AAY MUROOCH
123 NINE J DRIVE
NEWPORT. NC. 28510
SITE P!AN 12521 223-2229
]~INNA~]LlE ]~®IN°~
MDREHEAD TWSP.. CARTEAET COUNTY. NORTH CAROLINA
~ 5TROUD ENGINEERING, P.A.
HESTRON PLAZA TWD
151A HIGHWAY 24
MDREHEAD C[TY1 NORTH CAROL]NA 28551
(2521 247-7479
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HESTRON PLAZA TWD
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MOREHEAD CITY, NORTH CAROLINA 28551
(2521 247-7479
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RONALD D. CULLIPHERI P.E. DATE

NOTES:
1. CONTRACTOR SHALL SUBMIT wTERIALS i0 BE USED fOR APPIIOVAL i0 TXE TOMN PRIOR i0 RORZ BEING DONE.
2. ALL wTERIAlS AND LABOR SHALL BE i0 TxE TORN ANO STATE STANOARpS,
3, ALL SEVER PIPE 70 BE SOR35 aN0 MATER WINS t0 8E SOR2t UIM1ESS OTxERRISE NOTED. SERER wlx wTERIAL
CxANGEi w5T BE w0E XITN IpCNANICAL JOINT SLEEVES.
A. ALL SEVER SERVICE TAPS ARE TO RE INLINE RYES.
S. ALL SEVER SERVICE PIPE TO BE 4' SCH 10 PVC. INSTAlLEO RI TH CLEAN WiS. EACH CLEAN OUT WST BE SEi
TO FINAL GRADE IN A CASs IRON BO% NITx SUPPORT BRICZS.
6. NOTffICATION TO THE TOMN OF WAENEAO 12521 126-6X48 A7 LEAST 29 HOURS PRIOR TO CDIBENCELENT Of
CONSTAIICTION~ AT (EAST IB xWRS NOTICE TO THE TOXN TO LOCATE EXISTING RATER ANO SEVER LINES.
'~. 7. A LICENSED UTILITY CONTRACTOR XIIL BE REOUIREO TO INStAII TM UTILI TT LINES AND A RESIDENT
INSPECTOR MILL BE REWIRED TO BE ON SITE fOR INSPECilONS XHIIE U1IL ITV Rdi% IS BEING DONE.

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1.1 AS DRr BORE DPERAT 1011 PROGRFSSES• ENCASEYEN7 PIPE SECTIONS
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AJP NEWPORT. LLC
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123 NINE J DRIVE
NEWPORT. NC. 28570
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RJP NEWPORT, LLC
C/0 AAY MUADOCH
123 NINE J DRIVE
NEWPORT. NC. 28570
PLAN d PROFILE: OLDE FARM ROAD (2521 223-2229
~~NN~1~~,1E ~®~N~C
MOREHEAD TWSP.. CARTERET COUNTY. NC
~ 5TROUD ENGINEERING, P.A.
HESTRON PLAZA TWO
151A HIGHWAY 24
MOREHEAD CITY1 NORTH CAROLINA 28557
[phone]
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RONALD D. CULLIPHERI P.E. ~ ATE

MARINERS POINTE PROPOSED MH N0.4
STA 0+00.00
RIM 5.50
INY -3.92
MH6 MH5 IVENTED MANHOLEI
STA 3+29.64 STA 4+16.45
R!M 4.50 RIM 4,50
INY IN -2,40 INY IN -2.09
INV DDT -2.50 INV OUT -2.19
a
w
10
FLUME 1
STA 7+44,11
A 32,83
BEGIN ROAD CONSTRUCTION
STA 7+27.32
CENTER OF LUL-DE-SAC
FE 5.16
FLUAf 2
STA T+86.18
A 36.10
MH4
STA 8+12.66
RIM 4.46
INY IN -0.36
INY OUT -0.46
CL INT OLDE FARM RD STA 3+31.91 d
PINNACLE CDURT STA 10+19.83
MH3
FLUME 3 STA 11+37.59
STA 8+94,14 RIM 5.10
R 15.50 INV OUT 1.07
MH2 FLUME 5
FLUME 4 STA 10+19.87 STA 11+83.79
1.29
T
9 8 R 4.54
15
A
50 RNY IN
0.59 ENO DF CONSTRUCTION
INY OUT 0.49 STA 11+83.79
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SHEET 5 OF 7 PLAN VIEW
PROJECT: PM816-21 PINNACLE COURT
DRAWING: B16/PMB16-21/PM816-21 PINNACLE PT.tlgn
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OWNER:
RJP NEWPORT. LLC
C/D RAY MURDDCH
123 NINE J DRIVE
NEWPORT. NC. 28570
PLAN d PROFILE:~~~{.'(1P/tINNI*A\CLgIE*COURpTA\nry¶„1 7~~F(~/**1\2yI52~1nry223-2229
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MOREHEAD TWSP.. CAATEAET CDUNTY. NC
S 5TROUD ENGINEERING, P.A.
HESTRON PLAZA TWO
151A HIGHWAY 24
MOREHEAD C]TYt NORTH CAROLINA 28557
12521 247-7479
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RONALD D. CULLIPHERt P.E. DAT

ANGLE YETEA STOP
CAST IAp PETER BOx IYBx-11 rI7N LOGE rINCS
AITN C15T iRp LID. SUPPOR7~ IWELLEA N 1/2581
BOTiDY rliH BRICAS
~:ry rtiFA ~BV~ITSL 11 OBI jxiER
1~~ ~~~XG57~IVIITIYOfEA,
SERVICE SIOOLE pp C ~0f
IfCAO S T01 BA ICA SIPPpIT i INS1uLATip
1' SERVICE ZINC t00 P51
COAPpAilp STOP
INIFLLEA x 13D011
NOTES:
1. )6' YINLWY COVER EACEPT UNDER DI iCHES.
t• ENCASE SCRVICE LIME IN Pvt PIPE INEAEVER SERVICC
llw If INSTUIED pOEA PAVEYExT.
]. COOROIIYTE rI7X fONI Q YpIIEXCAD CITY fp
INgW)Ip p YEIFA TYPE• SI2E• AND lOCA710N5.
/. STAINLESS STEEL INSERTS SWLL BE INSTALLED
IN SERVICE TUBING.
f. INSTALL COxCPETE DONUTS ARg1NO ALL vALYE BDxES.
INTER SET DETAIL
fcuc: x01 I'~D scALT.
FLUSH tBlOr-OFfI HYDRANT ASSErQY
SCALE: NOT TO SCALE
i vuvE
PIPE SLOPE 10P
CONC. TO
g1AINACE
NTD. DAAI
Cp71NE RIP RAP
~` L VP SIO[S D< SPILLrAT
ip q Sr4
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RISf A AIP RIP
ROpp f10A14E I'
~~ fE01WNI STDRAGI 5[F
R
TRAP lFwix
IIFNGTN A10 rlDtx OIIENSIONS CIYEN p RAN YIEr1
TEYPOAARY SEDIMENT TRAP DETAIL
SCALE: Wi 10 SCYE
NOTES:
1. CpS7AUti IRAPI rI7N t:l 510E SlpES YINLWY.
$TOCAPIIE W7EAIAL AS SIDIM p RWS TD FILL IN
ONCE DA/INADE AREA IS SfABIliZEO.
i. TRAK AAE 10 K CLEANED MFN h SEOIYENT STORAGE ZONE IS
f TILED. WPRp IWTFIY EVFAY YpiX.
7. LENGTH AND r10TX DIYEXSIONS SXOrX p BANS AAE A7
ELEVIIIp OF 14 xE IGNT p SEDIAENI Sip/GE IONF.
1. TRAPS TO BE REWVED rNFX VFGETATIp HAS BEEN ESIABIISxCO
rl THlx SruES.
t0' NAx. rI TX q
' 1t GAUGE rIAE. YINLWY
iILTER FABRIC
i~~Q~s10~~ss e
COYPUiEO fllL
SILT FELL E ,_(EI L
SCALES x01 TO $CY.E
NOTES:
1. VSE rIAC 1 MINI WY OT 7Z' IN rIDTN. AND N YINIY,Y a
fi LINE rIRFi rI1N It' SEAT SPACING.
7. VSE fIL7EP FABRIC l YINLWY OF O6' ix r10TN ANO iASffN
ADEawT[LY TD txE TIRES.
7. PROVIDE S' STEEL POST OF INS SELfiAS1ENER AWIE S7EEl TYPE.
SHEET 6 DF i
PROJECT: PM816-21
ORAWIND: B16/PM816-21/PMg16-21 PINNACLE PT.agn
PIPC DIR..
SErER PIPE iRExtx
SCALFI NOT 10 SCALE
TO 95f WOLF LEO PROCTOR
If UxOER PIVEIExT p rI TxIN
f0 FEET 0 ANT PIYEIENi
OR O1XFA TOpDATIpS
SLOPE rul5 10 ANGLE OF
REPOSE OF SOIL p PROVIDE
SNORI xG,
BlLrf 111 USING WTfRl4
fRp 7RCNCx E%CAV/Tip
AND COIfACT i0 90S
YODIF LED PROCTOR.
N0. 51 SipE &ODING fRp
YINIMIN OF B' BFLp PIPE 10
10P OF PIPE.
- FIRE x7DaAxT, PNPEA NOZZLE TO BF
,)~)~ ~PERPEXOICp AR t0 STREEI
FINISHED GAAOE
NYOAANt TEE
7n
ams
TYPICAL FIRE HYDRANT ASSEMBLY
SCNEI NOi TO SCALE
IWNp Buff ILL pEP
iRENCM i0 ILLDt Ip
SfiTICYENI
ISS SliipIARO P~C1~L
Ifi14LIC TRACING SAFE
I ABOVE ALL PVC uifR WINS.
1REMCII BOIIp SXAII Cp5I57 Of
f IRY, 571BLf WifRIN 6 SxAll
PROVIDE UNIiOAY SUPPOAI TNPCUGNOIT
LENGTH pF PIPE.
PIPE OIA..1fi'
rATER PIPE TRENCH
SCU : NO TO SCALE
piSIDE Oi PArED AREA
]'STAINLESS STFFL
WNNILE YEN1
x091IONTU BUPIEO
Sftilp SHOULD RISE
fi' IO 90 OED. FLL
I SfE RAX ip IOCATIdIiI
f INISxEO CAADE
SCREENED
ECCENTRIC CpE-
SECiIp
'0' RING CASRE
ul JOINTS
OPEW7Ip WT
ICOUNTCR ClOCA915L1
0 - 18' AS7Y C-A71-
TTPICAL YANXOLE SEEPS -
4 16' O.C. 8 SNAEL NU1 BE
uIGNFD OVER IxxfR75
FLEXIBLE SLEEVES M-
ALL POINTS 7 PIPE ENiR
PRECAST CINICRETE
CMANNflS
I' GA7E YLLYE
'- LUG
NOTE: SHOULD LOCAL CONDITIONS
PREVENT CONiIWAAfip
SHORN. LLl JOIN75 SWLL
BE RFSiRAIMED.
STONE CONSTRUCTION ENTRANCE_
SLUE: NOT 10 SCALE
lt' YIN.OEPtx x5T
lppf c01PACTlp
TRACING IAPC
ul PVC uTEP WINS.
TRENCH BOTTOM SxuL Cp5157 Cf
PROVIOEAIWWEfORYCRSWPORi5tNP000N0U1
LCNGiX Of PIPE.
LPIPE DIR. Nfia
r~TER PIPE TRENCH
SCALE: NOT 10 5[uE
fOR iREA TO BE PAVED
w RIND B COVER SNNL
eE WrzanpT nlxpT
iXE USF 7 BOLTS
lOP Di PAVEMENT
NOTE51
f.l iw OISTANC[ fPp iNE
LOP Of Y.N. RING WD
COVER AxD iINISxED
~ GAAOE WY VARY rIOFLT,
SfE PLAN.
~ t.l SLOPE INVCATS AT SEVER
I INE CRADC.
D.1 GPpi uL llfilxG N0.E5
AND PEw7RAi 1CN5
0
r, PIPE SIZE D
~ LESS THAN P' 1'
~ 21'-DO' S'
5 NoaE rxAx sD• fi'
TYPICAL PRECAST wirlQE/OOC80K STYLE IW11
ALLLYIIIXWOLES TO xivE CCfE1DE0 BASS
1. INS7ALL CpCNETE 0[NUTS AR[AJ1R1
ALL CLEANOUTS.
2. li LESS TXAN 76'COVER, WIN d
SERVICE PIPE SHALL BE OUCI ILE
IRp PIPE.
CpCpEIE
ftylt
RESULTANT THRIFTY AT IITTING
IT I9D P.CJ. rATOR PPO<d100
1014 POpDf
LOIN
IR PI YN
LN W
NN N•
NN n IT
NN 11 1/1•
YN
r T.ne S.Ne teN 1.1a /N
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r 9.1m n.1N T,AN 4YN +.Ne
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n' 14X1 N,NO 1f.f00 1,0N A.ON
1A' LI.IN NxO A1.1N H,000 I.ON
N• n.N/ N.IN n.Ne 11aN 1.aN
n• A4N0 N,NM WAN n,fN 4110
N' n.ON 11.M0 11.tN f1.lN 14,X1
!I' 74lN 111.tl ICON 71./01 11,IN
N' 1X.110 1n.NA X.101 II.1N 11.IOD
N' n.YO 1N.Y0 tN.NO I1.IN N.NO
N• m.Ne »4Ne u.lm n.aN o.ro/
q' -0N ON.ON tN,100 111.100 N•NO
N- WnN Nl,lm TN.NA 1a.Am n.NO
~~~,
SfrtA LIP[
rA~TERSO~vEA SEArtR
GREATER THAN 1B'
SCALE: NOT 10 SCALE
TYPES GF THRUST BIOCx ING

BEARING LOAD
~I ~ ILR./50 fT.l
11 S~ Cl1Y 1000
5SANDY SLIT
f 7.000

'~ 5
S~NBY CLAY
HARD CLAY 6.00
9,000 ~
ay .,
FLUSX tl1NAINE
FLOIE INV. L. Q4n EDGE Di FLUME
1 /. 0 0~ CTT
2 /. TO
1. 0 C1A55 B RIP AAP
/ 1. 6 O APRON LENGIN• 10.0 ET
.S6 APRON rl0ix . 6.0 R
~~ TNICSNESS . 1.5 F1
siLWE NU6CA ACLAT[f (~
TO $ruE NINBER.
QO
oa°o °0
CONCRETE FLUME DETAIL
scuEl NOT TD scuE
rAl Y
I 11 fi
t II' 6
3 II 6
1 II S
1 1
sSruE R COaRFfPQDf TO RULE x
ITPitu ~~• LINE SLOPES V
INSTALL CENTIPEDE 500 FXCEISIOI BIAWCT
IN ul SruE3
ZO pAI WCC FA LENT
BDTIp rIDTN PEEP x0.E.
IYPICu
1- , 2 D , - I k Pla RIPAAPBPAOIECTIp
'~., L "..,. I III-1~1 I
SECTION A-A
~GETATEO Sr~E ^ITx rEiR OUTLET
SCUf: NOT 70 SCALE
SECTION B-B
1. THRU LINE C[NNECTIp, TEE
TO OETERYINE TXF SIZE OT A CONCRETC THRUST BLOCK. DIVIDE t. TxRU LINE CONNECTION, CROSS USED AS TEE.
THE TOTAL FORCE BT THE BEARING VALUES Oi THE SOIL. THE 3. OIRECT1011 CHANCE. ELB011
OWTIENi RILL BE THE SIZE Of TxE BEMING Al1EA Of THE THRUST
BLOCN IN SQUARE FEET. APPROaIWTE VALUES i0R YARIdIS TYPES 1. CHANGE LINE SIZE. REDUCER
OF SOUS ARE LISTED IN TXE TABLE. NO RESPONSIBIIITT CAN RE 5. DIRECTIp CHANGE. TEE USED AS EIBON
TIDE ARIATIpEOF BEUARAING~OAOEC,DLPACITNESHiORTEIBLCx SOILTiYPEE B. OIRFCTION CHANCE. CROSS USED AS ELBOr
T. DIRECTIp CHANCE
THRUST BLOCKING DETAIL
SCALE: NOT TO SCALE
oarE: 3/voT
(EVISION 1 CYT,B~/21g2 CAMA COMMEI
xSgtA fY'S~i 4E7~'.
~'N~ ty~~'A.t..l O00 OF J Yf?Y~
~ ,~~ sl ~ i
~:~ ~ ~tv4 ~ ~/Cj i ~ r
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tL 9 • m
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tP~~Ap `1. G t.t~ N,V,a3S.
"•PeJ~e(gt,Aa
pppRpVED OWNER:
RJP NEWPORTI LLC
C/0 RAY MURpOCH
123 NINE J DRIVE
NEWPORT. NC. 28570
DETAILS 12521 223-2229
~NNA~ILIE l~®~
NOREHEAD TWSP.. CARTERET COUNTY. NC
STROUD ENGINEERING, P.A.
HESTRON PLAZA TWO
151A HIGHWAY 24
MOREHEAO C1TYA NORTH CAROLINA 28557
(2521 247-7479
/ 4
RONALD D. CULLIPHERI P.E. DATE
ORLiO'EpEC~Cx55 DEEOfAI ;J/+ $~
CROSSING `+,A
rATRERSUIN~'DER S! ~ ~ %n~~
SC0.E: NOi iD SCALE ~~+~~ 'ti v1J.j
~~SI~ ~ EI~R
LESS TxAN to
SCAE1 MOT. TO SCALE
NOTE: IF LE55 THAN ]fi' COVER
WIA LID SERVICE PIPE fXAll
AE DUCTILE IAp PIPE
SErER SERVICE DETAIL
: