20080137 Ver 1_Other Agency Comments_20081023

Permit Class
NEW

aIF D8 0131
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Permit Number
167-08
OCT P1R@L;flW[2 N),
2 3 2008
Coastal Resources Commission
Jprrtnit
for
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
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 NC Land Partners, LLC, 3237 Whichards Lane, Chocowinity, NC 27817
Authorizing development in Beaufort County adi. to the Pamlico River, off SRI 16 Whichard's
Beach Rd.. near the Town of Chocowinity, as requested in the permittee's application dated 5/28/08 (MP-1 MP-2. MP-4,
and MP-5) 6/5/08 (MP-3), including the attached workplan drawings (4) 2 dated 11/21/07 1 dated 12/16/05 and 1 dated 4/1/08
This permit, issued on October 20. 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.
Excavation
1) The authorized maintenance excavation of the existing boat basin and access channel shall not
exceed -2.4 feet below normal water level. In no case shall the depth of excavation exceed the depth
of connecting waters.
2) No coastal wetlands shall be excavated or filled, even temporarily.
3) The temporary placement or doubling handling of excavated materials within waters or wetlands is
not authorized.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or Signed by the authoritv of the Secretarv of DENR and the
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must 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 must 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.
Chairman of the Coastal Resources Commission.
?_
Ja s H. Gregson, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

NC Land Partners, LLC Permit # 167-08
Page 2 of 4
ADDITIONAL CONDITIONS
Spoil Disposal
4) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the
beginning of any dredge activities.
5) All excavated materials shall be confined above normal water and landward of regularly or irregularly
flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any
marsh or surrounding waters.
Shoreline Stabilization
6) The authorized bulkhead shall be located at the normal water level at the time of construction.
7) The alignment of the bulkhead shall be approved by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of any construction. Failure to initiate
construction within 30 days, or erosion of the shoreline by adverse weather conditions shall require the
alignment to be restaked by the permittee and re-approved by DCM within a maximum of 30 days prior
to the new expected start of construction
8) The bulkhead shall be constructed prior to any backfilling activities.
9) The bulkhead shall be structurally tight so as to prevent- seepage of backfill materials through the
structure.
10) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles or
other suitable materials approved by department personnel. No excavation landward of the alignment is
permitted except for that which may be required for the construction of the bulkhead wall, riprap,
deadmen cables, etc.
11) All backfill material shall be clean and free of any pollutants except in trace quantities.
12) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
13) No backfill material is to be placed within 30 feet of the normal water water line, except that which will
be used to backfill the area behind the permitted bulkhead.
Boardwalk
14) Unless specifically altered herein, this permit authorizes only the boardwalk and uses located in or over
the water that are expressly and specifically set forth in the permit application. No other structure,
whether floating or stationary, shall become a permanent part of this boardwalk facility without permit
modification. No non-water dependent uses of structures may be conducted on, in or over public trust
waters without permit modification.
15) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
NC Land Partners, LLC
ADDITIONAL CONDITIONS
Permit # 167-08
Page 3 of 4
16) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
17) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
18) This permit does not authorize any formalized boat slips.
Wooden Bridge
19) The authorized replacement of the wooden bridge shall adhere to the alignment depicted on the attached
workplan drawings.
20) Any portion of the permitted boardwalk built over coastal wetlands shall be elevated a minimum of three
feet over the wetland substrate as measured from the bottom of the decking and shall be a maximum of 6
feet wide.
21) If the crossing of wetlands with mechanized construction equipment is necessary, temporary
construction mats shall be utilized for the areas to be crossed. The temporary mats shall be removed
immediately upon completion of construction.
Upland Development
22) 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,
sidewalks, utilities, and infrastructure associated with the development, 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.
Sedimentation and Erosion Control
23) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
24) 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.)
NOTE: A revised Erosion and Sedimentation Control Plan will be required for this project. This plan
must be filed at least thirty (30) days prior to the beginning of any land disturbing activity.
Submit this plan to the Department of Environment and Natural Resources, Land Quality
Section, 943 Washington Square Mall, Washington, NC 27889.

NC Land Partners, LLC
ADDITIONAL CONDITIONS
Stormwater Management
Permit # 167-08
Page 4 of 4
25) The Division of Water Quality approval of this project under stormwater management rules of the
Environmental Management Commission is covered by way of Stormwater Permit No. SW7071103,
which was issued on 12/29/06. Any violation of the permit approved by the DWQ will be considered a
violation of this CAMA permit.
General
26) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
27) This permit shall not be not be assigned, transferred, sold, or otherwise disposed of to a third party
without the written approval of the Division of Coastal Management.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division of Coastal Management at [phone] prior to the
commencement of any such activity for this determination. The permittee is further advised that,
in accordance with the rules of the Environmental Management Commission, many non-water
dependent activities are not authorized within 50 feet of the normal water level or landward edge
of any coastal wetlands, which ever is more restrictive. Contact the Division of Water Quality at
[phone] for project specific clarification.
NOTE: The permittee and/or his contractor is urged to meet with a representative of the Division prior to
project initiation.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3642 (DWQ Project No. 08-0137 vs. 2), which was issued on 8/18/08.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No. SAW-
2008-02060.
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i5 0 15 0 wan~aea3a.~r~~ls . ~~a DESI (~tITERIA: •Q~' 9
,ll.f1N(10 ~31.~'~+ ~ + » 4 ~ i s
sLOPE Y'/FT. SLOPE Y /Fr: tit ~ 8042 E ~ l~0 1. THIS BR~GE DESGN IS FOR A SOLID SAWN, LOIVgTUDINAI STRINGER j TRANSVERSE UE(XE TIMBER BRIDq? CONSTRUCTED M s 7348 i
3 x 8 PLANK DECKING, IYP. 3 x 8 TREATED GAGGING OF SOUTHERN PINE
+ O Z UNLESS OTHERWISE NOTED, THIS DESGN COMPLIES WITH °THE STANDARD SPECiFlCAIiONS FOR HI(~IWAY BRIDq:S (15th '~s9~~~.~;~IN®Q~~,`
3 AS REQ'D., TYP. 4 3 .n,P Eali0N,1992), PUBLISI#D BY THE AMERICAN ASSOCLATIEXdI QF STATE HIGHWAY AND TRANSPORTAliON OFFlgALS' v~rirrrS ~A ~'~~e,®`~
S2.1 S1.1 S2.1 • © i (AASHTO). DE~q~1 TRUCK LOADING IS AASHTO HS20-44, (12K MAX. SiNq.E AXLE LOAD, 32K MAX. TANDEM AXLE LOAD). ~ ~ ~3~ I~~ RAIL bETAILS DO NOT COMPLY WITH'' AASHIT) STATIC CRITERIA. RAIL DESIGN IS BASED UPON 4,000 Ib MAX. LATERAL REFERENCE DRAWINGS
r LOAD AT RAIL POST.
o
1 a
1 O 52.1. i ~VERAL STRUCTURAL NQTES:
N
L ' L _ 1. GENERAL NOTES _
» ~ o 1.1. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY THE CONTRACTOt. THE
w ~ c CONTRACT~i SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE IN1EgtITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION.
m GU 1 4 iO 3 C I 1.2 THE C~ITRACTOR SHALL COORDINATE THESE DRAWINGS WITH DRAWINGS FROM OTHER 1RADES AS APPLICABLE
11 Q » G d' p 1.3. CONTRACTOR SHALL VERIFY ALL EXISTING CE~iDI110NS WHICH EFFECT NEW CONSTRUCTKOd BEF(XiE FAgtiCATING ANY
N C Q • COMPOPIENTS.
2 i ® ~ ~ 1.4. S'EE CIVIL DRAWINGS FOR giIDG£ LOCATION qV ATE, SITE TOPOgiAPHiC INFO,. ETC.
N 2 Z ~ S1.1 P. - Z ~ CT(XtS/PASTE
a 52.1 ~ a -vi c i 2.1. ALL METAL C~+IECIORS BALL BE HOT ~ GALVANIZED. INSTALL ALL ANCHORS PER THE MANUFACTURER'S K
K ~ co i 4 ~ TYP. ~ RECOMMENDATTONIS.
o x S1.1 22 ALL NAILED CONNECTIONS SHAH BE IN ACCORDANCE WITH 'NORTH CAROLINA STATE BUILDING CODE TABLE 2304.9.1,.
co - FASTENING SCF~DULE', UNLESS OTHERWISE NOTED.
8 _ _ _ _ a _ _ _ _ _ _ _ _ TYP. 23. FRAMING COPINECTTONS THAT ARE BEN.IED ~ SCREWED, SHAH BE INSTALLED IN ACCORDAN(~ WiTH 1tE LATEST
.52.1 1 0 f EaliOPl OF 'THE NAliONAL DESIgV SPEgf'ICAliON FOR WOOD', 24. FRAMING CONNECTIONS THAT ARE BOLTED ~ SCREWED, SHALL BE INSTALLED IN At~iDANCE WITH THE LATEST
52.1 ;N EDIIKXV OF 'THE NATI~lAL DESTE~1 SPECIFICAIiOPI FOR WAD'.
------------T--------------- G - 25. STEEL PLATES AND SHAPES SHALL COMPLY WITH THE REQUIREMENTS OF 'ASTM A326'.
-....fem. ~ » ..rd 26. Ba.TS AND LAG SEXtEWS SHALL COMPLY WITH THE REQUIREMENTS OF 'ANA/ASME' STANDARD '818.2.1-1981', gtADE
~ 1 2
4 m ~ i J + + 52.1 27. STEEL WASHERS SHALL BE PROVIDED UNDER BOLT AND LAG SCREW HEADS AND NUTS THAT ARE IN CONTACT HI1H
+ + 3 x a TREATED LAGGYPIG 1YP. BENT - (2) a ~ PILES WOE. WASHERS MAY BE OMITTED UNDER HEADS t~ SPEgAI TIMBER Ba.TS, OR DOMED-HEAD BOLTS WHEN THE d SIZE AND STRENGTH OF THE HEAD 15 SUFFlCENT TO DEVELOP CONNECTION STRENGTH WITHOUT CRUSHING WOAD.
6 x 6 TREATED RAIL AS REO'D. TYP. w/ a x 16 ORDER, TYP. - 6 x 8 TREATED 28. ALL STEEL. CONNEC110NS AND FASTENERS SHALL. BE GALVANIZED 1N ACCORDANCE H9TH 'AASHTO M111' ai 'AASHTO
POST 0 8 -O' MAX., CURB TYP. » SEE 3/S1.i i + ~ a 0 TREATED PI TYP. -SPACE TYP. LE, M232'.
+ , , » » » AT 5 -O' O.C., MAX. - AN(~EE OF
6l~' 9 -5X~ 10 -0 9 ~ WINGWALL CAN BE 3. BRIDGE LUMBER
~ M~Ft® AS NEEDED 3.1. SAWN LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF 'AASHTO M168'. 3.2. UNLESS OTHERWISE NOTED, ALL WOOD SHALL BE CUT, DRILLED, AND FABRICATED AND IMMEDiAl11Y FIELD 1REAlID
30'-0" WITH PRESERVATIVE IN ACCORDANCE WITH "AWRA" STANDARD "M4".
~R~S~P 3.3. PLANK DECKING WALL BE VISUALLY gtADED No.1 RISE, Na 2, OR OTTER SOUTHERN PINE DIMENSION LUMBER OR
UMBERS.
H t. SEE THIS SHEET FOR DESIGN CRITERIA & GENERAL STRUCTURAL NOTES. 3.4. PLANK DECKING IS ROUgi SAWN giEEN, (UN~ASONED) 3" IN NOMINAL THICKNESS. H
2. PLANK DECKING & RAILING IS NOT MOWN FOR CLARITY. 3.5. PLANK DECKING SHALL NOT BE LESS THAN 2tlfB ACTUAL 1HICKi~SS AND 1~' IN ACTUAL WIDTH... 3.6. THE MAXIMUM 1HKX(NESS OF PLANE DECKING SHALL BE NO GREATER THAN 1~" LARGER THAN I1S NOMINAL
114° -1°'~° ~R VIA~f~1 K 1HICKNESS. THE MAXIMUM WIDTH AL~IG THE LENGTH PLANK DECKING SHALL NOT EXCEED
3.7. UhABER FOR STRINGERS SHALL VISUALLY gtADED No. 2, SOUTHERN -PINE TIMBERS.
U.O.N. UNLESS O11iERWl~ NOTED 3.8. STRINGRS SHALL BE ROUgi SAWN (UNSEAS~IED) WI1H A MINIMUM SIZE OF LESS THAN NOIr11NAl DIMENST~JS.
PAVEMENT » » 3.9. VARIATION IN DEPTH BETWEEN STRINGERS SHALL NOT EXC® SO AS TO PROVIDE A FLAT SURFACE ACR05S 1HE
SLOPE Y /FT. SLOPE Y /Fl: i5'-4° SPAN WITH OF 1HE gilAq: TO ENSURE PLANK DECKING HAS FlRM CONTACT WITH ALL STRINGERS.
1 2 4 5 a » 4 TYP. 3.tO. CURBS AND SCUPPER BLOCKS SHALL VISIJAILY GRAD® No. 2, qi BETTER SOUTHERN PINE ROUGH SAWN UMBERS
TYP. TYP. TYP. IYP. i4 -O OPP. HAND 52.1 S2.1 i S2.1 i S2.1 S21 WITH A MINIMUM SIZE OF tESS IRAN NOMINAL. 3.11. RAIL POSTS SHAH. wS~IAILY gZADED No. 2, ~ BETTER, NOMINAL fi" X 6", ~JRFAE~D All SDES (S4S), WITH A
~ _ M9VIMUM DRESSED SIZE OF 57~" X 5X~". G
3 x 8 TREATED TREATED W0~ 3.12. AIL SAWN LUMBER SHAL{. BE TREATED !N ACCORDANCE WI1H THE REQUIREMENTS Of' 'AWPA' STANDARR 'Ci4' WITH
pI~IdK DEgONG, TYP. RNl ~ CURB OVE OF THE FOLLOWING PRESERVATIVES:
_ i TYP. I - CHROMATED COPPER ARESENATE (CCA)
TYP. 6 _ _ S29 - PENTACHLOROPF~NO. CEINFORMDIG TO 'AWPA' STANDARD 'P8' IN HYDROCARBON St>LVENT, TYPE 'A',
+ + + COI~ORMING TO 'AWPA' STANDARD 'P9'
I I I + + i 1 I I -ALL RAiL MEi~ERS SHALL ~ TREATED WITH ALKALINE CAPER QUANTERNARY (ACQ) 3.13. TREATED MATERIAL SHAH BE FREE OF EXCf.SS PRESERVATIVE Of+! THE WAD SURFACE THE 1REAlING PROCESS FOR
I~ - i l . 1HESE PRESERVAIiVES SHALL INCLUDE AN EXPANgOV BATH, STEAMING AND/OR DRIPPING TO ETISURE THAT
- I I I _I } ~ _ { 1 PRESERVATIVE WILL NOT BLEED.
i _ ~ _ , ~ ~ , 3,14 TREATED WAD MALL BE INSPECIID AND CERIIFlED IN ACCORDANCE WITH 'AWI'A' STANDARD 'M2'. F
F _ 6 x 16 SiRiNGER, TYP. 8 x 16 GIRDER, TYP. + I 3.15. STEEL PLATES AND SHALL SHAPES SHAD. COMPLY WI1H THE REQUIREMENTS OF 'ASTM A36'.
• i + 3.16... ALL W~ AND METAL COMPONENTS SHAH BE HANO.ED AND STtXRED CAREFULLY SO A5 NOT TO DAMAq: THE
I i WATER LEVEL MATERIAL. IF DAMAGE DDS OCCUR, WOOD SHAl1 ~ FIELD TREATED iN ACCORDANCE Y~TH 'AWPA' STANDARD 'M4'. 3.17. WHEN FlEID FABRICATION OF WOOD IS i~QUIRED, MODIFlED SURFAE~S SHALL BE IMMEDIATELY FIELD TREATED WI1H
BED LEVEL 5 I TYP. WOOD PRESERVATIVE iN ACCORDAPK;E WITH 'AWPA' STANDAi~ 'M".
I~ ' - I - I ~ ` - S1.1 - - 8'~ TREATED
- - - ~ ~ ~ I~iII~I I , I { { 1= I 11~=) { I 1=1 I ~ - - 3 x 8 X' YID PI TYP. ~ 4• WOOD PII,(=„~
- ~ ~I ~ .111={II=II _ ~ 11,11 ~ 1 ~1 { I ~ ~ 6 x i6 STRINt~R, r BRACING ®EA. ' 4.1. ALL PILES SHAH BE TREATED SOUTHERN PINE AND SHALL MEET 1HE REQUIREMENTS OF AS1M ASTM D25. 42 DO NOT NOI~I PILES MORE -THAN 50~ ~ "ROSS-SECII~IAL .AREA, UNLESS OTHERWISE .NOTED.
i ~ -I I I- I (1~ + TYP. -SEE PLAN + BAIT, TYP. -I I 1=~ -I I I- _ I=II + FOR SPAgNG 4.3. DO NOT SPLICE gRDERS OR STRRIgRS BETWEEN SUPPORTS
i + 4.4. All PLIES SHALL HAVE A MIN. liP DIAMETER ~ 8". PILES SHAH BE DRIVEN TO A MINIMUM TIP ELfUAT1ON OF
E 8 x i6 GIRDER 35'-0" BELOW EXISTING gRADE E
+ i 4.5. PILE DESIgN IS BASED ICON THE FOLLOWING CAPAtX11ES:
A%IAL COMPRESSIVE CAPAt~TY 17 THIS URLIFT CAPAgTY 8 TONS
LATERAL CAPAtXTY 4 TONS
a' # OMIT BRACING IF THIS DIMENSItN+II IS 3'-0» OR LESS. 46. iT IS RECOMMENDED THAT A q:OTECHNiCAL iNVES11GATi0N BE PERFORMED lO VERIFY THE REtM11RED PILE EMBEDMENT
a B»~ W0~ PILE, IYP. AND CAPAGI)ES DESCRIBED ABOVE o
s .L
c REY. DATE RENSIONS BY ND.
m 2
w p4, D n_ i n n_ i n D
a 114 -1.0 » » » 1,1 1J4 -1-0 S1.1 1~ 2~ ~ 1~ 8 x i6 TREATED
c GIRDER -SEE PLAN A ENG~~EER~I~G9 E.A..
s o , structural Engineering Solurions
~ +
Y_ 102 Regency Blvd.
~ I I Suite Al Phone :[phone]
~ ~ » - - - Q ~ - - t Greenville, NC 27834 Faa : 252-355-21'79
® ~ 17 F
N
rl C ~ ,1 » 1 C r~o~ECT nn.E
~ PLATE, TYP. N BEAUFORT POINTE
°o + + , 8 x 16 GIRDER, TYP. +
M ~ Y + 3 x 8 BRA TYP. VEHICULAR BRIDGE
y
M
Chocowinit NC
, ~ 34 {GALV.) THRU-BOLT i ~ » OVER~ZE HOLES IN ~ DRAW9NG TiilE
~ ~ PLATE SADDLE w/ WASHER & HEX NUT, ~ r CONNECTION PLATE ~
+ AS~MBLY SHAL1 BE ~ ~ B NOTgi PILE TO + B
M 8 ~ TREATED PILE i HOT-DIPPED GALVANIZED. » APPROX. 12»~ ® PROVIDE FLAT 8 ~ TREATED PILE, TYP.
o ( o SURFACE lO Mg1NT BUTT END), TYP, + PLA TYP. FRAMING PLAN E4c DETAILS
v + ~ EQ. EQ. +

m
y -PILE _ PK.E & tXRDER c -PILE ,a SCALE DEPARTMENT AS NOTED STRUCTURAL
. » ® DRAWN BY DATE y~~ ~
MBM 11 /21 /07
3
A CHECKED BY DRAWING NO.
a CONNECTION @ BENT 5 CONNECTION @ BENT MSR
- APPROVED BY
S1.1 1 1/2"= 1'-0" S1.1 11/2 -011 MSR
PROJECT NO.
CD ms 0 NSU-W of RPA MOM PA ANY US$ REUSE, REPROMPON, WSWAY OR SALE OF IM ORAYUlG MMWT MT EN CAM W RPA ENGNEERRIG, PA IS MCTIY PROM=. COPYRNi % RPA ENGOIEYMa PA 701 2007364
Y VM 6 i FOU-N OF 9 8 7 A ENM 12 11 10 6 5 4 I 3 I 2 1 1 all

11 1 9 8 7 6 5 4 3 2
12 0 sEAI. sEAI. ~r~rr~rupor4
O~p~'(~ "0~%~~~
3" 3" °~~pF~.SS{4ti9y~;
PLANK DECKING NOT 4 s "Q
EQ. EQ. SHOWN FtXt CLARIII: ~ ~ ~ ~ ~ ~
M PLANK DECKING & ~9~~y~olSaNVSa~~13M M c 2348
W ' a+~ ,~r~nnaa~~ ~~3a ! CLADDING NOT SHOWN 4 ~ ® CONT. TREATED •,9~FNGINE~4`"•~°°°,
FOR CLARITY. 1 ~ a , a ~OOZ ~ ~ la0 4 z 10 RAILING (S4S) 8" WIDTH ~ TRAFFlC PATH Os'~~-'°"..",..."`'
W ! W ~i~ si +,e~~~SiAi ~ ~(~a1'~
I I I
I W i 0 I I REFERENCE DRAWINGS
6 x 16 TREATED I v STRINGER -SEE PLAN
W° I 8 x 16 TREATED W 6 x i6 TREATED DOME-HEAD-BOLT w/
STRINGER -SEE PLAN GIRDER -SEE PLAM TWO (2) PLATE WASHERS Y" x 4" x 0'-4" (SEE 9/S2.1) " 0 6 x 16 STRINGER -SEE PLAN L _
" S ARE BAR TYP. TIMSTED 3 x 8 TIi1:ATED LAGGING, TYP.-~ ~ SOUARE BAR, TYP., iYdISTED _ . _ _ ~ ~ _ _ ~
L ' TWO 2 TURNS PER FOOT - 1W0 (2~ TURNS PER FOOT - N N
~ ' Pl~BORE ~ LEAD HOLE & PREBORE 1fa ~ LEAD FKX.E & Xs WID " TH PLANK DECKING - NO BUTT
- COUNTERBORE ~ ~ z 0-10 HOLE CWNTERBORE ~ ~ x 0-10 HOLE JOINTS SHALL BE PERMITTED
PAVING -SEE CIVIL DWGS.-j CONT. 3 x 8 TREATED CONT. 3 x 8 TREATED 1"0 DOME-HEAD BOLT w/ - iil ~ FROM EDGE OF BRIE IS IN
PLANK DE(~ING PLANK DECKING ~)W, TYP. (Y)W, 1'YP. TWO (2) PLATE WASHERS ~
CIN~IT. 3 x 8 TREATED PLANK DECKING x 4" x O'-4" (SEE 1O/52.1) ~
! n 6 x 6 TREATED RAIL POST
II I II II I I i ~ ~ ~ 30d THREADED-HARDENED • 0 8'-0" O.C, MAK. (S4S)
11 ! II K i - i - 1=1 ~ 1 STEEL. NAILS, TYP. ~ _ K CURB
- , ! u ii (SEE NOTE X33) ~ .CI I-I I ~I I i~l
-11(-1 I I~ I ~ ! .I _ _ I i Ufl u+ N
-I I ~I ll-l I -1 i _ W ~ I - -
X D -5 I I 1=1 I I ~p ~p e s • e e e y TONG GALY. ,LAG I1 n n ~"0 x 8" LONG LAG SCREWS
6 x 16 TREATED fix 18 TREATED 6 x 16 TREATED STRINGER r STRINt~R SEE PLAN _ _ BEYOND SEE SCREWS 0 i4 = I (---I' I _ sTRINGER -SEE PLAN - PLAN w/ OGEE WASHERS -
- i z o.c., TYP. _ _ ~ W ~ SEE POST STRETCHER ATiACF~lENT 9" PRE-BORE LEAD HOLE,
~I~I ANGLE DETAll,11/S21 -ATTACH COUNTER-BORE t7fs ~ x
I = 8 z 16 TREATED N 3 x 8 TREATED ~ ~ I GNtDER -SEE PLAN . w/ BOLTS & PLATE WASHER Y" 3'-7" 4 x 6 POST STRETCHER -
111=1 I S z i6 TREATED ~ LAG~NG, T~'. ' , z 4" x 0'-4" {9/S21) ON POST END ATTACH TO THREE (3) ~
- aRDER -SEE PLAN TREATED WOAD ~.OgONG = - ~ N- PLAN DIM. (fND OF PLANK DECKING) STRINGERS AS SHOWN
AS REQ'D• FOR LAGaNG 1. All PLANKS SMALL BE JKS MALL BE
8"~ TREATED PILE, TYP. 1 ~ ATTACHMENT " CONTINUOUS OVER FlVE -I I 8 ~ TREATED PILE, TYP. I ?US OVER FlVE (5)
- 4 ~ " e STRINGERS, MIN. =1 I I - = o ~ BE Et ~S, MIN. JKS SHALL BE EDGE
, I = ~ - S1.1 ~ - 2. All PLANKS SHALL I--~ ~ - I - it-I 11-1 sAWN. I I- ! ti .STRINGER TO PILE CONNECTK~I I I r
~ 1 I LS NOT SHOWN FOR CLARITY, i 3. USE his ~ LAG SCREWS 6 LAG SCREWS
SEE 4/S1.1 FINt A~ITIONAL (COUNTERSINK HEADS) AT tSINK HEADS) AT
NFORMATI 3 BUTT JaNT, TYP. CONTRACTORS OPTK~t. ON. TORS OPTK~I.
3 6 x 16 TREATED
H STRINGER -SEE PLAN PLAN SECTI H
2 3 1 4 GUARDRAIL DECK EDGE
52.1 314" =1'-0"
' " 314" =1'-0" 314" =1'-0" 314 1.0 52.1 52 2.1
W
G a G
W I Y CORM A(~'L ERCIAL
ROOFING CEMENT SEALER
TO T~' OF POST, TYP.
CONT. 6 x 8 I F
F TREATED CURB
6x8x36 _ 7
TREATED SCUI~ER - SEE SECTION 4 1 F
N S2.1 /S2 OR _ _ _ . . _ ..BLOCK ~ COMPONENTS NOT SHOWN.

ro r i I 1 - - - I IU ( I I ~

e I ' CURB ~'UCE PLATE ~ II I I I ( II " CURB SPLICE 0 II 1 1 x 6 x 2-14' (i3/S2.1)
ALTERNATE POSTS - CENTER ON CURB
E _ . 6x8x36 E
- - ~ • I • CONT. 6 x 8 14e
TREATED CURB TREATED SCUPPER I I BLOCK, TYP.
PLAN DIMENSIaV
q u u u n u u u n
0. 'T- I II I! II I! ~'-O" G
~ SEE CURB ATTACHMENT ii ii ii ii
12 2.1 I PLATE WASHER Y x 4 x n n 1_ a II o, PLATE DETAIL, /S c I I 0 -4 , TYP. -SEE 9/S21 w2 CONT. B X 8 Np~ DATE REVISIGNS BY
6 x 6 TREAIID RAIL POST " " TREATED CURB
w " 6 8 a p 0 8'-0 O.C., MAX. (S4S) TYP. TYP. I CUT END515' I I p
~ iX1R8 ATTACHMENT
PLATE ' x 4 x N c -.sYMM. 1'-O" - S'EE 12 s2.1 - SYMM. PA ~~~E~~NG~ P,~a
a / E Structural Engineering Solutions
8 x t6 gRDER -SEE PLAN u
END BENT 102 Regency Blvd.
Suite Al Phone : 252-321-bt127
Q 7 g 6 5 ANGLE CUT CURB DETAIL G=eenv~e,NC 27$34 Fag:. 252-355-2179
,1 314" = 9 °-0" C aRO~cr nnE
~ "=1' ' " 314" =1'-0" 3I4" =1'-0" 52.1 314" =1°-~ 314 -0 52.1 S2.1 52.1 C
BEAUFORT POINTE
O N HOLE ~ = BOLT ~ HOLE 0 =BOLT 0
fr1 VEHICULAR BRIDGE
~ ~'4 HOLE, T1tP. ~y HOLE, TYP.
- SYMM.
a'x1~"SLOT N m - SYMM. ~ ~ Chocowinit , NC
Cif °a}. - "sh ~ g DRAYANG TITLE
3 T " ~ v, 'D N N ~ fA 1 i i iq
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W B I - - - - ~ I I I
0 2» 2e 2» ' DETAILS
N ~ I " A
e A 11 a " 3 ~ 4 Y 4 ~ 4 4 TYP. 6" 8" TYP. TYP.
/ " 2'-10" SCAtE DEPARTMENT
1-a AS NOTED STRUCTl1RAL
CURB SPLICE DRAWN BY DATE pjp, MBM 11/21/07
A CHECKED BY DRAWING NO.
m lw A 9 1/4 x 4 x 0'-4" 3/8 x 4 x 0'-4" 11 ATTACHMENT ANGLE - L 4 x 4 x 3/8 K*'-12 PLATE 3/8" x 4 x 1'-0" 13 PLATE 3/8" x 6 2'-i 0" MSR
APPROVED BY
S2.1 3" = r-o• S2.1 3" - +'-0" S2.1 3" _ V-O" S2.1 1v2^ _ l,.o. 52.1 1112°1 =1'-0" MSR 01 PROJECT NO. PROPFR7Y GF WA ECG P.& ANY usr; E UCilM M "y SALE W M MIMG WM= WMT191 CONSENT OF MIA MOMMM% P.A IS 35MY PROMTM COnWff, MIA P.A. ~ 12007364r S2ml
Cl 59*-M IS 7M PMPMW ff~. 12 n 10 9 s ~ 6 5
4 3 2 1