30570_NC DOT_20030310

❑ CAMA / ❑ DREDGE & FILL i'` . ` 30570
GENERAL PERMIT Previous '
evious permit
❑New ❑Modification E Complete Reissue [-]Partial Reissue Date previous permit issued /011;
As authorized 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 i��� _1 Project Location: County
Address Street Address/ State Road/ Lot #(s)
City 1 i , , . ; i ")c State A) C ZIP 2 �- `11
Phone # ( ) 26 r - � 72 j Fa[[xtt# ( ) Subdivision
Authorized Agent City ZIP
Affected ❑ CW ❑ EW U,PTA ❑ ES L]:PTS Phone # ( ) River Basin
AEC s : ElOEA ElHHF ❑ IH ElUBA ElN/A Ad'. Wtr. Body; i '�' ��
❑ PWS: ❑FC: I r' ) (nat /man /unkn)
ORW: yes / no PNA yes / no Crit. Hab. yes / no
Closest Maj. Wtr. Body
Type of Project/ Activity
(Scale:
Pier (dock) length
Platform(s)
Finger
pier(s)
�._I
Groin length I ' —
! ti
,�-
number
—
-
Bulkhead/
Riprap length
i
avg distance offshore
i149
max distance offshore
t T I
Basin, channel
I�
JL
cubic yards
�
I..
t
Boat ramp
Boathouse/ Boatlift
1 -'-- -, — —
-- —
-- -- -- - —
r- t �—
Beach Bulldozing
Other .
Shoreline Length
SAM not sure yes no
Sandbags: not sure yes no
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes no
A building permit may be required by:
Notes/ Special Conditions
Agent or Applicant Printed Name
Signature Please read compliance statement on back of permit
"7 r
Application Fee(s) Check #
See note on back regarding River Basin rules.
Permit Officer's Signature
t
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 I) 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, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
El 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 (910-395-3900) for more information on how to comply with thesebuffer rules.
Division of Coastal Management Offices
Central Office Elizabeth City District
Mailing Address: 1367 U.S. 17 South
1638 Mail Service Center Elizabeth City, NC 27909
Raleigh, NC 27699-1638 252-264-3901
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293 / 1-888ARCOAST
Fax: [phone]
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
151-B Hwy. 24
Hestron Plaza II
Morehead City, NC 28557
202-808-2808
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Washington District
943 Washington Square Mall
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
910-395-3900
Fax:[phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 10/05/01

DEPARTMENT OF TRANSPORTATION
DIVISION 03 OFFICE
124 DIVISION DRIVE
WILMINGTON, NC 28401-
Pay
DATE 03/06/2003
66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA
531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTEM
r r r r r r r r rt r r r r r r r r r .r r r rt r r r r rt r r r r r r r r r
9
Pay DIVISION OF COASTAL MANANGEMENT Pc�uae►�y►a�i�yy►=one,uo:cRorcRioc;xc�o
to the 151-B HWY 24 HESTRON PLAZA II
Order of MOREHEAD CITY, NC 28557
AUTHORIZED SIGNATURE
"'000 1 2499ii' i:O S 3 1 1O S941:

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GOVERNOR SECRETARY
March 6, 2003
Bill Arrington, Field Representative
Division of Coastal Management
North Carolina Department of Environment and Natural Resources
151 — B Highway 24 Hestron Plaza
Morehead City, North Carolina 28557
SUBJECT: Replacement of Bridge 81 (TIP No. B-2924) on SR 1321, Brunswick County
Dear Mr. Arrington:
Please find enclosed a CAMA General Permit Application from the North Carolina Department of
Transportation for the replacement of Bridge 81 (TIP No. B-2924) in Brunswick County. A CAMA
General permit had been acquired for this project (GP #C-30569), however due to delays in getting a
contract completed, construction has not begun on this project and the current GP expires on 3/21/03.
Construction is now scheduled to begin April 2003. The scope of the project which includes the removal of
the existing three span 75.6 ft x 24.1-11 steel I beam supported reinforced concrete deck bridge with a three
span 120 ft x 27 ft prestressed concrete core slab deck bridge has not changed. However, the contractor has
requested authorization to construct a temporary work platform on either side of the existing end bents to
access the drill shaft sites on this project. Each proposed work platforms will extend approximately 10 ft
from the existing end bents and will be supported by two H-piles. The project will impact 50 linear feet of
streams associated with Wet Ash Swamp, which is classified as C Sw by the Division of Water Quality.
Stream impacts will be largely associated with the removal/installation of piles and installation of drill
piers.
A letter requesting modification to the existing ACOE Nationwide 14 permit (Action ID #200200568) to
include a NWP 33 for the construction of the work platforms has been sent to Dave Timpy with the Army
Corp of Engineers. Per the Division of Water Quality General Certification #3366 for NWP 33, no written
concurrence from the DWQ is required.
If you have any question or concerns, please feel free to contact me at [phone].
Enclosures
Sincerely,
Mason Herndon, Division Environmental Officer
Division 3
124 Division Drive, Wilmington, NC 28401
PHONE: [phone] FAX: [phone]

Form DCM-MP-5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
a. Public EK Private
b. Type of bridge (construction material)
Prestressed concrete core slab bridge
c. Water body to be crossed by bridge
Wet Ash Swamp
d. Water depth at the proposed crossing at MLW or
NWL 9.5 ft
e. Will proposed bridge replace an existing bridge?
MYes -ONo
If yes,
(1) Length of existing bridge 75.6 ft
(2) Width of existing bridge 24.1 ft
(3) Navigation clearance underneath existing
bridge 7.1 ft.
(4) Will all, or a part of, the existing bridge be
removed? (Explain) Yes, the entire structure
will be removed including pilings.
f. Will proposed bridge replace an existing culvert(s)?
E
Yes � No
If yes,
(1)
Length of existing culvert
(2)
Width of existing culvert
(3)
Height of the top of the existing culvert above
the MHW or NWL
(4)
Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge 120 ft
h. Width of proposed bridge 27 ft
i. Height of proposed bridge above wetlands
6.9 ft
j. Will the proposed bridge affect existing water flow?
M Yes El No
If yes, explain New bridge will allow greater flow
of water.
k. Navigation clearance underneath proposed bridge
6.9 ft
Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? F� Yes ONo
If yes, explain Decrease height by 3 in. and widen
opening by 20 ft depending on water level.
in. Will the proposed bridge cross wetlands containing
no navigable waters? _a Yes _ENo
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
a Yes JQNo
If yes, please provide record of their action.
2. CULVERTS
a. Water body in which culvert is to be placed
b. Number of culverts proposed
c. Type of culvert (construction material, style)
d. Will proposed culvert replace an existing bridge?
-0 Yes -ONo
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
Revised 03/95

Form DCM-MP-5
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
n Yes F No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert
g. Width of proposed culvert
h. Height of the top of the proposed culvert above the
MHW or NWL
i. Will the proposed culvert affect existing water flow?
F Yes El No
If yes, explain
j. Will the proposed culvert affect existing navigation
potential? ❑ Yes -ONo
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
a Yes EINo
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in cubic
yards
b. Will the placement of the proposed bridge or culvert
require any excavation within: \
F Coastal Wetlands L1 SAVs F Other Wetlands
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
ER Yes EL No
If yes,
(1) Length of area to be excavated 45 ft
(2) Width of area to be excavated 40 ft
(3) Amount of material to be excavated in cubic
yards 200
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
Upland site to be determined
(2) Dimensions of spoil disposal area
N/A
(3) Do you claim title to the disposal area?
n Yes 2 No
If no, attach a letter granting permission from
the owner.
(4) Will the disposal area be available for future
maintenance? Q_ Yes M No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes E No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? 0 Yes ER No
If yes, give dimension if different from No. 2
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below MHW
or NWL? M Yes a No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled 4@a 10",42 3.5 ft
(3) Purpose of fill Piles for temp.work platforms,
drill piers for permanent bridge
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
_ Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be filled N/A
(2) Width of area. to he filled N/A

Form DCM-MP-S
(3) Purpose of fill
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? E Yes n No
If yes,
(1) Length of area to be filled 160 ft
(2) Width of area to be filled 10 - 15 ft
(3) Purpose of fill Rip Rap will be place on either
side and in front of end bents to prevent
scouring_ during high flows
4. GENERAL
a. Will the proposed project involve any mitigation?
n Yes 0 No
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? [l Yes EL No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
n Yes r;� No
If yes, explain in detail
d. Will the proposed project require any work channels?
0 Yes EK No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Silt fence
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? Typical bridge construction equipment
g. Will wetlands be crossed in transporting equipment
to project site? n Yes M No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
M Yes _0 No
If yes, explain in detail See 3
NCDOT - Brunswick 81
Applicant or ProjectNNaaamee %
Signature
03-06-03
Date

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BRUNSWICK COUNTY
NORTH CAROLINA
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS — BRIDGE MAINTENANCE UNIT

--ROJECT
ROAD
:_,,OUNTY
SR 1321 WORK PLATFORMS
BRUNSWICK
10" H-PILE ON-
3.5 ft DRILL PIER
03/05/03
EXISTING END BENT

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
sa o� Rol(
A. R eived by (Please Print Clearly) B. Date of Delivery
RA12111 15Pc rJCC�
C. Sig ure
❑ Agent
X�� ❑ Addressee
D. Is deliver. reskderent from item 1? ❑ Yes
It YES, enter delive dress below: ❑ No
3. Service Type
❑ Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number (Copy from service label)
PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M r789
■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
A. Received by (Please Print S
C. Signature
'„ I � Q � l ❑ Agent
X
�" jrJ ./�. L.X/� ❑Addressee
D. Is delivery ado" different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
Certified Mail ❑ Express Mail
Ga-gegistered ❑ Return Receipt for Merchandise .
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number (Copy from service label)
PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M•7789
■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
H e-,
A. Received by (Please Print Clearly) I B. Date of Delivery
C. Signature r
11 ❑ Agent
X
j al 06 10, �� ! _ ❑ Addressee
D. Is delivery address different from &fn 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
❑ Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
irnP-� dwncrS
No,:i,c,c�rco�
2. Article Number (Copy from service label)
' ,099 540C GGG 3 59Ga 2 3`35
PS Form 3811, July 1999 Domestic Return Receipt 102595-99-M-1789

r,./l T 1-C'
EXISTING BRIDGE No. 81(TO BE REMOVED > W.P. 12
24'-0" CLEAR ROADWAY JT. @ BENT "1
SPANS • 1 to 25'-3". 1 0 25'-0" & 1 0 25'-1" w P "1 STA. 10+09.96 -L-
RC FLOOR ON STEEL I -BEAMS
END BENTS & BENTS ;RC CAPS/ TIMBER PILES FILL FACE (0 END BT."1
STL.CRUTCH Q SIDE BENTS STA. 9+73.88 -L-
10'-0"
BEGIN APPROACH SLAB
STA.9+62.88 -L-
Cocc S S�-
CLASS II 0
0 WOODS 00 WOODS RIP 00
i
TYPE87'-G" GUARDRAIL
-TO - - - - - - - - - - - GR. ANCHOR __
-
t � .
N 27°-30'-OO-E m v~i
H
X
/ N W
- - - - - - - - - - - - - - - - -
TYPE-350 L
GR. ANCHOR
212'-6" GUARDRAIL
- WOODS WOODS
TBM BEGIN PAVEMENT
BRG. NAIL IN BASE OF 18" SYCAMORE STA.(PK 010 00) -L
26' RT. OF STA. 7+69 -L-
ELEV.= 500.00 ( ASSUMED DATUM
(L SURVEY -L---i J
U
ti
rId
�I
15'-0"
SHOULDER 2,
12'-0" TO 1
/2" PER FT 7 ( TYP.
I lb I/<" PER FT:
rem
-0" TAPER TO BRIDGE
1/4" PER FT.
I
/z" PER FT.
11/2 I I 11/z
I 1
490
480
470
90°
\ ILSRU 321Y) -L
55'-1" -
PLAN
W.P. "4
w.P. "3 FILL FACE @ END BT. "2
JT. (Z BENT "2 STA. 11+01.13 -L-
STA.10+65.04 -L-
END APPROACH SLAB
STA.11+12.13 -L-
1.THE QUANTITY OF RIP RAP TO BE PAID FOR WILL BE THE ACTUAL NUMBER OF TONS
OF EACH CLASS OF RIP RAP WHICH HAS BEEN INCORPORATED INTO THE COMPLETED
AND
CERTIFIED PLATFORM SCALESPORILL BE OTHER CERTIFIED BYEDIN TRUCKS
ACCEPTED WORK. THE RIP IEDWIGHINGEDEVICES.THE
ON
QUANTITY OF RIP RAP WILL BE PAID FOR AT THE CONTRACT UNIT PRICE PER TON:
PLAIN RIP RAP CLASS II (2'-0" THICK )
END PAVEMENT WOODS
STA.12+00.00-L- Cd�b Q SM�i�
0
WOODS of r -
END BENT No.l 200 TONS
END BENT No-2 200 TONS
TOTAL 400 TONS
212'-G" GUARDRAIL TYPE 350
CHOR
PP TT TT
- - - - - - - - - - - - - - - - - - x
_ - - - - _ - - - - - - - - I 2.PILES FOR END BENTS No.'s I AND
=b TYPE XI / 2 SHALL BE DRIVEN TO A MINIMUM
�11
ll����
CLASS IIJ
RIP RAP IS'-0"
SCALE : 1" = 20'
DENOTES GEO-TECH BORE HOLE LOCATIONS.
DENOTES
T12" FUNNEL AND FUNNEL DRAIN REO'D
(SEE ROADWAY STANDARDS )
2" S-9.5A J L 4" B-25.OB OR 8" ABC
TYPICAL ROADWAY SECTION
WITHIN CONSTRUCTION LIMITS W.P."2
JT.Q BENT "1
W.P. "1 STA. 10+09.96 -L-
FILL FACE G) END BT. "1
STA.9+73.88 -L-
BEGIN APPROACH SLAB
STA. 9+62.88 -L-
GRADE BREAK
STA.9+25.00 -L-
EL.500.25 +0.2%
BEGIN PAVEMENT lw
STA. 9+00.00 -L P.I. = 9+25.00 -L-
FEATHER EL.= 500.25
TO
EXIST. FIX. EXP,
HP 12 x 53
STEEL PILES
ESTIMATED
LENGTH = 40'±
2'-0" CLASS II GRADE TO
RIP RAP ( TYP. ) EL. 490.65±
TOP OF DRILLED PIER
BEARING CAPACITY OF 45 TONS EACH.
STA.
11+U L TO SR 1324-
NAIL)
3. WHEN DRIVING PILES. THE MAXIMUM
BLOW COUNT SHALL NOT BE EXCEEDED.
TYPE-350
GR.ANCHOR r 4.STEEL PILE POINTS ARE REQUIRED
FOR PILES AT END BENT No.'s 1 AND
S 2. SEE
POINTSQL PROVISION FOR STEEL
WOODWOODS PILE
87'-6" GUARDRAIL 5.THI5 STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH FHWA'S TECHNICAL ADVISORY
T5140.20 ( SCOUR AT BRIDGES >.
6.THE SCOUR CRITICAL ELEVATION FOR BENT No.1 IS 463 FEET AND FOR BENT No.2 IS 457 FEET.
THESE ELEVATIONS ARE FOR USE BY MAINTENANCE FORCES TO MONITOR POSSIBLE SCOUR
PROBLEMS DURING THE LIFE OF THE STRUCTURE.
J 7 THE EXISTING BRIDGE SHALL BE REMOVED BY SAWING AND/OR NON -SHATTERING METHODS
SUCH THAT DEBRIS WILL NOT FALL INTO THE WATER.
8. FOR DRILLED PIERS. SEE SPECIAL PROVISIONS.
9.SLURRY CONSTRUCTION SHALL BE USED FOR THIS PROJECT. SEE DRILLED PIERS
SPECIAL PROVISION.
10.CASINGESHALLENOTCEXTENDTBELOWUELEVDATIOND475LFEDETIWITHOUTBTHE ENGINEER'S PERMISSION.
PERMANENT STEEL CASING AND DRILL PIERS SHALL END AT THE CONSTRUCTION JOINT AT THE
BOTTOM OF THE CAP.
ll.FOR PERMANENT STEEL CASING.SEE SPECIAL PROVISIONS FOR DRILLED PIERS.
12 THE AND DTIPLLED PIERS AT BENT No.'s 1 BEARI G. THE REQUIRED TIP ABEARING VCAPACITE BEENDYEIS 8 TTSFSIGNED OATBBENTS No.sOTH SKIN RDI AND 2.
13.THE REQUIRED TIP BEARING CAPACITY AT INTERIOR BENT No.'s 1 AND 2 SHALL BE VERIFIED.
14.DRILLED PIERS FOR BENo.'s 1 AND 2 HAVE BEEN DESIGNED FOR AN APPLIED LOAD OF
190 TONS EACH AT THE TOP OF THE COLUMN.
15.DRILLED PIERS AT BENT No.'s 1 AND 2 SHALL EXTEND TO AN ELEVATION NO HIGHER THAN
STA.10+37.50 -L- 433 FEET AND SATISFY THE REQUIRED BEARING CAPACITY.
C.G. EL.500.48 16.SPT TESTING IS REQUIRED TO DETERMINE THE TIP BEARING CAPACITY OF THE DRILLED PIERS
AT BENT No.'s 1 AND 2. SEE DRILLED PIERS SPECIAL PROVISION.
W.P."3 17.CSL TUBES ARE REQUIRED AND CSL TESTING MAY BE REQUIRED FOR THE DRILLED
JT.G) BENT "2 PIERS AT BENT No.'s 1 AND 2. SEE DRILLED PIERS SPECIAL PROVISION FOR CROSSHOLE
STA.10+65.04 -L- W,P,"4 SONIC LOGGING.
FILL FACE (;D END BT."2 18.SID INSPECTIONS ARE REQUIRED TO DETERMINE THE BOTTOM CLEANLINESS OF THE DRILLED
STA. 11+01.13 -L- PIERS AT BENTS No.'s 1 AND 2. SEE DRILLED PIERS SPECIAL PROVISION.
19.ALL EXISTING PILES IN THE AREA OF CONSTRUCTION SHALL BE REMOVED.eaw
END APPROACH SLAB LAYERS
I STA.1TRACOR
1+12.13 -L- 20 AONBOTHTENDIBENTDSIPILDOF THE E DRIVINGRSHALLEB�FMONINOREDKCAREFULLYTTOIPREVENT PILEAT
WS EL.490.57
EXP. _ +0.2% FIX. EXP. FIX.
OVERSTRESS OR DAMAGE.
GRADE BREAK PROJECT NO. 6.503427
STA. 11+50.00-L- END PAVEMENT
EL.500.70 BRUNSWICK COUNTY
STA. 12+00.00-L-
FEATHER
TO EXISTING STATION: 10+37°50 -L-
- - - - - - RFPI ACES BRIDGE No. 81
HP 12 x 53
/ STEEL PILES
ESTIMATED
LENGTH = 50'±
(PIER
'-6" 0 DRILLED V/2: 1 SLOPE
(TYP.) GRADE TO ( TYP. I
EL. 490.65 *-
TOP OF DRILLED PIER DENOTES ROADWAY FILL TO BE REMOVED
I 1 11+00
8+00 9+00 10+00
PROFILE ALONG q, SURVEY
_M_ RRTTT n TP . 4-12-02 SCALE : I" = 20'
1
12+00