20180634 Ver 1_Design/Maps/Site Plans Revised_20190514

Carpenter, Kristi
From: Westphal, Anneliese
Sent: Tuesday, May 14, 2019 10:56 AM
To: Lane, Stephen; Steenhuis, Joanne; Shaver, Brad E CIV USARMY CESAW (USA)
Cc: Herndon, T. Mason
Subject: Onslow Bridge 11 changes to interior bent design
Attachments: 17BP.3.R.56_SMU_Revised Plan Sheets_660011.pdf
Stephen, Brad, and Joanne,
There have been design changes made to the interior bent on Onslow Bridge 11 over Starkeys Creek on SR 1434
Belgrade Swansboro Rd. (17BP.3.R.56). Action ID: SAW-2017-01367, CAMA General Permit# 70427.
The original design called for a drilled shaft foundation at the interior bent (Bent #1), and the new design replaces the
drilled shaft foundation with a HP 1403 pile bent. Please see the attached general drawings and substructure drawing
sheets which show the interior bent changes with a revision notation (outlined with a different line style) and call -out
note for the changes. The proposed bottom of cap low elevation is 8.74' (the original bottom of cap low elevation was
8.24').
Since the interior bent (Bent #1) location and is not changing, and it is located landward of the JS line, the permit
drawings have not been revised.
Please let me know if additional information is needed for a revision to our existing permits.
Thank you,
Anneliese
Anneliese Westphal
Environmental Senior Specialist
Division 3
NCDOT- Division of Highways
910 341 2000 office
910 604 1330 mobile
910 675 0143 fax
[e-mail]
5501 Barbados Blvd
Castle Hayne, NC 28429-5647
mot_
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

DocuSign Envelope ID: 7B40065A-91CA-4C25-A574-2A528E3DA44C
14+25 14+50 14+75
15+00
SPAN A
1
15+25
SPAN B
15+50
1
15+75
16+00
1
16+25
STA. 14+87°63 -L-
C°P° EL. 13°80
BEGIN FRONT SLOPE
20 STA. 14+84°37 -L-
G°P° EL. 13°80
10
z
H o
0L
0°4331%-101540%
0
GRADE DATA —L—
TO SF
PI = 15+30°00
EL = 14°06'
VC = 166'
FIX°
FIX° FIX°
1'-G" TO LIMITS OF UNCLASSIFIED 1'-6" TO LIMITS OF UNCLASSIFIED
STRUCTURE EXCAVATION STRUCTURE EXCAVATION
UNCLASSIFIED BASE DISCHARGE (0100)
o STRUCTURE H.W. ELo - 1109' LOW CHORD EL° 11°09'
�° EXCAVATION DESIGN DISCHARGE (025) moo'
(TYPJ H°W° EL° = 10°1' ok
LOW CHORD EL. 11°4'
N.W.S. EL. = 500' + - 1.5.1 SLOPE
(4-12-17) NORMAL TO
Al CAP (TYP°)
BOTTOM OF I EL. 7°0'±
--- _ CAP LOW —
E
EL. 8°74' iEL4°0'±
+I
o 0 +1
w
II �
�
FIX°
FILL FACE Q END BENT NO°2
STA. 15+70°37 -L-
G°P° EL° 13°51
.BEGIN FRONT SLOPE
STA. 15+73°58 -L
G.P. EL. 13°48 APPROX. NATURAL
GROUND LINE
HP 12X53 I w I I HP 12X53
STEEL PILES N LiirR w STEEL PILES
CLASS II
RIP RAP
(TYP.)
END BENT NOo 1
EXCAVATE HP 14X73 EXISTING
EL° 7°5' GALVANIZED SUBSTRUCTURE
STEEL PILES 0 (TYP.)
BENT N0. 1
SECTION ALONG —L—
END BENTS AND BENT ARE SHOWN
PERPENDICULAR TO THE BENT CONTROL LINE
,92/-,915/,// TnTAI RRTF)(,F I FN(,TH
EXCAVATE TO
FL. 705'
END BENT NOo 2
+I
0
W
I HEREBY CERTIFY THESE PLANS
ARE THE AS -BUILT PLANS
TO HP 14X73
PILES NOT SHOWN IN PILE BENT RS&H Arch itects•Engineers•PIan ners, Inc.
PAS DATE 07/2017 PLAN VIEW FOR CLARITY 8601Six
1pinh Noad,Suite260 Noe BY-
- � � i i n n r n i T n i � T � � n i (— T r-� r r-� r r-� Raeinh_ NC 97R15
- NOo 17BP.3.Ro56
)NSLOW COUNTY
�0 15+29.00 —L-
3 REPLACES BRIDGE NO° 011
5/6/2019
Xe\P\1030036004 Div 3 Onslow 11\Design\Structures\Working DGN\011-001-17BP,3,R,56-SMU-GD01-S-1,dgn
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DocuSign Envelope ID: 7B40065A-91CA-4C25-A574-2A528E3DA44C
i_
FILL
END B
END BENT NOo 1
FOUNDATION NOTES
FOR PILES,SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.
PILES AT END BENT NOo1 AND END BENT NO.2 ARE DESIGNED FOR A FACTORED RESISTANCE
OF 50 TONS PER PILE AND 75 TONS PER PILE,RESPECTIVELYo
DRIVE PILES AT END BENT NOo1 AND END BENT NO.2 TO A REQUIRED DRIVING RESISTANCE
OF 85 TONS PER PILE AND 125 TONS PER PILE, RESPECTIVELY.
PILES AT BENT NOo1 ARE DESIGNED FOR A FACTORED RESISTANCE OF 120 TONS PER PILE.
DRIVE PILES AT BENT NOo1 TO A REQUIRED DRIVING RESISTANCE OF 205 TONS PER PILE.
THIS REQUIRED DRIVING RESISTANCE INCLUDES ADDITIONAL RESISTANCE FOR DOWNDRAG OR SCOUR.
INSTALL PILES AT BENT NOo1 TO A TIP ELEVATION NO HIGHER THAN —15 FT.
STEEL H—PILE POINTS ARE REQUIRED FOR STEEL H—PILES AT END BENT NO. 1,BENT NOo1 AND
END BENT NOo2.FOR STEEL PILE POINTS,SEE SECTION 450 OF THE STANDARD SPECIFICATIONS°
THE SCOUR CRITICAL ELEVATION FOR BENT NOo1 IS ELEVATION —6 FT. SCOUR CRITICAL
ELEVATIONS ARE USED TO MONITOR POSSIBLE SCOUR PROBLEMS DURING THE LIFE OF THE STRUCTURE.
TESTING PILES WITH THE PDA DURING DRIVING,RESTRIKING90R REDRIVING MAY BE REQUIRED.
THE ENGINEER WILL DETERMINE THE NEED FOR PDA TESTING. FOR PDA TESTING, SEE SECTION 450
OF THE STANDARD SPECIFICATIONS°
BENT NO. 1
0
FOUNDATION LAYOUT
FILL FACE Cad
END BENT NO.2
END BENT NO.2
0 REVISE BENT NOo 1
TO HP 14X73
PILE BENT
PROJECT NO. 17BP.3.Ro56
ONSLOW
STATION°
SHEET 2 OF 3
COUNTY
15+29.00 —L—
5/6/2019
Xe\P\1030036004 Div 3 Onslow 11\Design\Structures\Working DGN\011-003-17BP,3,R,56-SMU-GD02-S-2,dgn
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DocuSign Envelope ID: 7B40065A-91CA-4C25-A574-2A528E3DA44C
BENCHMARK #2 - RR SPIKE SET
CLASS II
RIP RAP
(TYPo)
PROPOSED GUARDRAIL
(ROADWAY PAY ITEM
AND DETAIL) (TYPo)
ON 8" OAK 38°5' RT. OF -L-
IL
N \
STA. 14+59°359 EL. 12°19'
s PROPOSED SBG
� y I
(ROADWAY PAY
ITEM AND DETAIL)
PROPOSED 15" RCP —III
(ROADWAY PAY ITEM
AND DETAIL)
/ BRIDGE ID 16+00
TO SR 1428 (MORTON FORK) / / STA. 15+29.00 —L— TO US 17
SR 1434 (BELGRADE SWANSBORO RD.)
120 ° 00'00"
/ (TYPo)
/ EXISTING
STRUCTURE
(TYPo)
Bello #2 x
A,
LOCATION SKETCH
CC-
NOTE-,
FOR UTILITY INFORMATION,
SEE UTILITY PLANS AND
SPECIAL PROVISIONS.
TOTAL
BILL
OF
MATERIAL
REMOVAL OF
EXISTING
STRUCTURE AT
STA. 15+29e00 —L
PDA
TESTING
UNCLASSIFIED
STRUCTURE
EXCAVATION
CLASS A
CONCRETE
BRIDGE
APPROACH
SLABS
REINFORCING
STEEL
PILE DRIVING
EQUIPMENT
SETUP FOR
HP 12X53
STEEL PILES
PILE DRIVING
EQUIPMENT SETUP
FOR HP 14X73
GALVANIZED
STEEL PILES
HP 12X53
STEEL
PILES
HP 14X73
GALVANIZED
STEEL
PILES
LUMP SUM
EACH
LUMP SUM
CUo YDS.
I UMP SUM
LBS.
EACH
EACH
NO.
LINe FT.
NO.
LINe FT.
SUPERSTRUCTURE
LUMP SUM
---
---
---
LUMP SUM
---
---
---
---
---
---
END BENT NOo 1
---
--
LUMP SUM
15.8
---
29357
7
---
—
175
---
---
BENT NOo 1
---
--
---
12.9
---
2,500
---
8
—
---
8
240
END BENT NOo 2
---
LUMP SUM
15.8
---
29357
7
---
7
175
---
TOTAL
LUMP SUM
LUMP SUM
44.5
LUMP SUM
7,214
14
8
4
350
8
240
STEEL
PILE
POINTS
PILE
REDRIVES
VERTICAL
CONCRETE
BARRIER
RAIL
ELASTOMERIC
BEARINGS
3'-0" X 1'-9"
PRESTRESSED
CONCRETE
CORED SLABS
ASBESTOS
ASSESSMENT
RIP RAP
CLASS II
GEOTEXTILE FOR
DRAINAGE
EACH
EACH
LIN. FT.
LUMP SUM
NO.
L-1 _
LUMP SUM
TONS
SQo YDS.
---
160.0
LUMP SUM
22
LUMP SUM
---
---
4
—
140
155
I
1aC
155
212
12
160.0
LUMP SUM
880.0
LUMP SUM
280
310
DRAWN BY - PDS DATE o 07/2017
CHECKED BY - TLC DATE e 09/2017
DESIGN ENGINEER OF RECORD- PDS DATE o 07/2017
NOTES
ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING
THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS.
THIS BRIDGE IS LOCATED IN SEISMIC ZONE 10
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH "HEC-18 — EVALUATING
SCOUR AT BRIDGES
THE MATERIAL SHOWN IN THE CROSS —HATCHED AREA ON SHEET 1 OF 3 SHALL BE
EXCAVATED FOR A DISTANCE OF 30 FTo± LEFT AND 30 FTo± RIGHT OF THE
ROADWAY CENTERLINE AS DIRECTED BY THE ENGINFER.THIS WORK WILL BE PAID
FOR AT THE CONTRACT LUMP SUM PRICE FOR UNCLASSIFIED STRUCTURE EXCAVATION°
SEE SECTION 412 OF THE STANDARD SPECIFICATIONS.
THE EXISTING STRUCTURE CONSISTING OF 2 2 35'-0" CORED SLAB SPANS WITH 30'-3"
OUT —TO —OUT WIDTH ON PPC CAPS AND H—PILES IN CONCRETE CYLINDERS AND LOCATED
AT THE PROPOSED STRUCTURE LOCATION SHALL BE REMOVED. THE EXISTING BRIDGE
IS PRESENTLY NOT POSTED FOR LOAD LIMIT.
THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM
THE BEST INFORMATION AVAILABLE. THIS INFORMATION IS SHOWN FOR THE
CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL HAVE NO CLAIM
WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR
ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE
SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT
SITE.
REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED IN A MANNER THAT
PREVENTS DEBRIS FROM FALLING INTO THE WATER. THE CONTRACTOR SHALL SUBMIT
DEMOLITION PLANS FOR REVIEW AND REMOVE THE BRIDGE IN ACCORDANCE WITH
ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.
INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL CONTAINS
LEAD, THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE 107-1 OF THE
STANDARD SPECIFICATIONS.ANY COSTS RESULTING FROM COMPLIANCE WITH
APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING TO HANDLING OF
MATERIALS CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE
FOR "REMOVAL 0E EXISTING STRUCTURE AT STATION 15+29.00 —L—
THE CONSTRUCTION, MAINTENANCE, AND REMOVAL OF THE TEMPORARY ACCESS FOR THE
CONSTRUCTION OF THE STEEL PILE BENT SHALL BE INCIDENTAL TO THE COST OF THE
HP 14X73 GALVANIZED STEEL PILES AND SHALL CONFORM TO THE CONDITIONS OUTLINED
IN THE PERMIT DRAWINGS.
FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
FOR SUBMITTAL OF WORKING DRAWINGS SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY,SEE SPECIAL PROVISIONS.
FOR GROUT FOR STRUCTURES SEE SPECIAL PROVISIONS°
FOR ASBESTOS ASSESSMENT,SEE SPECIAL PROVISIONS°
FOR OTHER DESIGN DATA AND GENERAL NOTES, SEESHEET SNo
0
HYDRAULIC DATA
DESIGN DISCHARGE = 1,200 CFS
FREQUENCY OF DESIGN DISCHARGE = 25 YRS
DESIGN HIGH WATER ELEVATION = 1001'
DRAINAGE AREA = 14.6 SO MI
BASE DISCHARGE (0100) = 1,900 CFS
BASE HIGH WATER ELEVATION = 1109'
OVERTOPPING FLOOD DATA
OVERTOPPING DISCHARGE — 1,900 CFS
FREQUENCY OF OVERTOPPING — 100 YRS
0 OVERTOPPING ELEVATION = 1109'
0 SAG AT STA. 18+16073 17 B P 3 R° 5 G
ROADWAY OVERTOPPING EL. = 11067' PROJECT NO o
ONSLOW COUNTY
STATION° 15+29°00 -L-
SHEET 3 OF 3
C A R Q� �i�i
STATE OF NORTH CAROLINA
.��°:••�Fssio•:�9'�,� DEPARTMENT OF TRANSPORTATION
DjusignAe�y' q� •� RALEIGH
L -
1 q4 23�158ED.A274 :• : GENERAL DRAWING
5/6/2019� �",,,°;,;;�;00` BRIDGE OVER STARKY'S CREEK
ON SR 1434 (BELGRADE
SWANSBORO RD.) BETWEEN SR
Al REVISE BENT Noo 1 RS&H 1428 (MORTON FORK) AND US 17
TO HP 14X73
PILE BENT RS&H Arch itects•Engineers•PIan ners, Inc. REVISIONS SHEET N O 0
8601 Six Forks Road, Suite 260 N0, BY- DATE.- NO. BYe DATE- S — 3
DOCUMENT NOT CONSIDERED Raleigh, NC27615
FINAL UNLESS ALL 919-926-4100 FAX [phone] PDS 05/2019 TOTAL
SHEETS
www.rsandh.com � n SIGNATURES COMPLETED North Carolina License Nos. 50073' F•0493 * C.28 (z`r 18
5/6/2019
X-\P\1030036004 Div 3 Onslow 11\Design\Structures\Working DGN\011-005-17BP,3,R,56-SMU-GD03-S-3,dgn
lynnt

DocuSign Envelope ID: 7B40065A-91CA-4C25-A574-2A528E3DA44C
NOTES
STIRRUPS IN CAP MAY BL SHIFTED AS NECESSARY
TO CLEAR DOWELS.
Al
BENT CONTROL LINE
& C PILES
C
42'-10"
1'-79/c," 1'-10" 1'-27/R" 1 71/R" �i �n\i nn \i 1n
WORKLINE
tt A I 1 1
PLAN
UAEVANILUU 5 I LUE FiLLU )
O O O ® O © O
ELEVATION
ASSEMBLED BY TWL DATE e 05/2019
FOR SECTION A —A, SEE SHEET 2 OF 2
-
CHECKED BY e PDS DATE - 05/2019
DRAWN BY - DGE 05/10
CHECKED BY - MKT 05/10 REV. 6/17 MAA/THC
5/6/2019
\\rsandh,com\files\Transportation\P\1030036004 Div 3 Onsbw 11\Design\Structures\WorKing DGN\011_027_17BP,3,R,56_SMU_B Ill 4_S-14,dgn
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SPAN B
SPAN A
TOP OF CAP
EL. 12.19
i
BOTTOM OF CAP
EL. 9.69
* INVERT ALTERNATE STIRRUPS°
GALVANIZE THE FULL LENGTH OF EACH INTERIOR BENT
PILE IN ACCORDANCE WITH SECTION 1076 OF THE
STANDARD SPECIFICATIONS.
(� CORED \
SLAB UNIT
2'-6"
(TYPo)
BEARING
& DOWELS (TYPo)
11" 11"
BENT (TYPJ (TYPJ
CONTROL LINE
2'-6" X 8" X 1"
ELASTOMERIC BEARING
PAD (TYPE I) (TYPJ
TOP OF PILE
ELEVATIONS
0
9.80
0
9.92
0
10.04
0
10.17
0
10.29
0
10.41
(D
10.53
®
10.65
a_
#6 D1 DOWELS
TO PROJECT 9"
ABOVE CAP (TYPJ
DETAIL "A"
(DIMENSIONS ARE TYPICAL EACH BEARING)
PROJECT NO. 17 B P o 3. R.5 6
ON S L O W COUNTY
STATION°
15+29.00 —L—
SHEET 1 OF 2
`4111111Ir,,,
�� CA R�� STATE OF NORTH CAROLINA
°�'''�•'�••�''' ��'' DEPARTMENT OF TRANSPORTATION
DocuSo•ng�l.by: '9!•: RALEIGH
ps
0.
3845'sEOAAQ292s SUBSTRUCTURE
i�'�,y�ON . D...S,;,,,��
5/6/2019 .,,,,,,,,, BENT N 0 0 1
0 REVISE BENT NOo1 RS&H
TO HP 14X73
PILE BENT RS&H Arch itects•Engineers•Planners, Inc, REVISIONS SHEET N
8601 Six Forks Road, Suite 260 NO. BY- DATE- NO. BYe DATE- S —14
DOCUMENT NOT CONSIDERED Raleigh, NC27615
FINAL UNLESS ALL 919-926-4100FAX [phone] PDS 05/2019 TOTAL
SHEETS
www.rsandh.com � n SIGNATURES COMPLETED North Carolina License Nos. 50073 * F•0493 * C•28 18
STD. NO. 1411HP_BT_33_120S_<6O'

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