DN01145 (WBS 48053.3.1) B-5921 Grading, Drainage, Paving, And Structures Bridge No. 490008 Over Cedar Creek On SR 1120 (Bee Tree Rd) in Jackson County Addendum 1

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and is Not a Cer tified Document -
The documents contained herein were originally issued
and sealed by the individuals whose names and license
numbers appear on each page, on the dates appearing
with their signature on that page.
This file or an individual page
shall not be considered a cer tified document.

SHEET TOTAL
STATE STATE PROJECT REFERENCE NO. NO. SHEETS
N.C. 1
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
LOCATION:
TYPE OF WORK:
VICINITY MAP
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
ADT =
0 OF NORTH
K = FOR THE NORTH CAROLINA DEPT. OF TRANSPORTATION E C
T A
A R
D = T O
S L PLANS I
N
T = D A
RIGHT OF WAY DATE:
E
0 V = MPH PROJECT ENGINEER P N
A O R I
T T
M A
E T
PROFILE (HORIZONTAL) FUNC CLASS = LETTING DATE: N T O R
P PROJECT DESIGN ENGINEER O F TRAN S
0
PROFILE (VERTICAL)
99/80/90
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
0
00
6202/22/7
ngd.800094_000_HST_UMS_1295B_100_004\sgniwarD
laniF\serutcurtS\:R
sivad.bocaj
:TCARTNOC
100 50 50
N/A
N/A
N/A *
50 25
* TTST =N/A DUAL N/A
10 5
NCDOT CONTACT:
:TCEJORP
B-5921
JACKSON COUNTY
BRIDGE NO. 8 OVER CEDAR CREEK
ON SR 1120 (BEE TREE RD)
Jenkins Lake
TO
STATE
ROUTE 107
BEGIN PROJECT B-5921
-L- STA. 14+50.00
END PROJECT B-5921
-L- STA. 18+70.00
2020 550
100
50 100 40
LOCAL
10 20
SUB REGIONAL TIER
1295-B
See Sheet 1A For Index of Sheets
See Sheet 1B For Conventional Plan Sheet Symbols
48053.1.1 PE
48053.2.1 ROW
G le n v i S
ll
c
e
h o o l R d .
Bee Tree Rd.
48053.3.1 CONST
OFFSITE
Knob
DETOUR Hill
Rd. END
PROJECT
P B R EG O I J N ECT
(107
Hamburg
Rd.
B e e
T
re
e
R d .
B e e T
re
e
C
re e k
GRADING, DRAINAGE, PAVING, AND STRUCTURES
Bee Tree
Rd. C
(107
M
Ca
a
r
c
d
h
i
i
n
n
g
e
e d
a r
C re
e k
Cedar
Creek
Rd.
Ridge
THORPE DAM COMPLEX
DETOUR ROUTE
(APPROXIMATE LENGTH = 4.6 MILES)
END BRIDGE
-L- STA. 16+96.30
-L-
-BEE
TREE
RD-
SR 1120
C
T
R
O
E EK
C E
R
D
D
AR
BEGIN BRIDGE
-L- STA. 16+23.70
CEDAR CREEK
STRUCTURES
PREPARED IN THE OFFICE OF:
NV5 ENGINEERS & CONSULTANTS, INC.
3300 REGENCY PARKWAY, SUITE 100
CARY, NC 27518
P: 919.851.1912 www.NV5.com
NC License # F-1333
2024 STANDARD SPECIFICATIONS
LENGTH ROADWAY TIP PROJECT B-5921 ....................... 0.068 Miles
ROBERT C. LARSON, P.E.
LENGTH STRUCTURE TIP PROJECT B-5921 ...................... 0.012 Miles
AUGUST 15, 2023
TOTAL LENGTH TIP PROJECT B-5921 .............................. 0.080 Miles
JACOB M. DAVIS, P.E.
54110ND
SHEET TOTAL
STATE STATE PROJECT REFERENCE NO. NO. SHEETS
N.C. 1
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
Glenville
LOCATION:
TYPE OF WORK:
VICINITY MAP
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
ADT =
0 OF NORTH
K = FOR THE NORTH CAROLINA DEPT. OF TRANSPORTATION E C
T A
A R
D = T O
S L PLANS I
N
T = D A
RIGHT OF WAY DATE:
E
0 V = MPH PROJECT ENGINEER P N
A O R I
T T
M A
E T
PROFILE (HORIZONTAL) FUNC CLASS = LETTING DATE: N T O R
P SEPTEMBER 22, 2026 PROJECT DESIGN ENGINEER O F TRAN S
0
ZACH SHULER, P.E.
PROFILE (VERTICAL) BRIDGE PROGRAM MANAGER
99/80/90
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
0
00
6202/22/7
ngd.800094_000_HST_UMS_1295B_100_004\sgniwarD
laniF\serutcurtS\:R
sivad.bocaj
:TCARTNOC
100 50 50
N/A
N/A
N/A *
50 25
* TTST =N/A DUAL N/A
10 5
NCDOT CONTACT:
:TCEJORP
B-5921
JACKSON COUNTY
BRIDGE NO. 8 OVER CEDAR CREEK
ON SR 1120 (BEE TREE RD)
Jenkins Lake
TO
STATE
ROUTE 107
BEGIN PROJECT B-5921
-L- STA. 14+50.00
END PROJECT B-5921
-L- STA. 18+70.00
2020 550
100
50 100 40
LOCAL
10 20
SUB REGIONAL TIER
1295-B
See Sheet 1A For Index of Sheets
See Sheet 1B For Conventional Plan Sheet Symbols
48053.1.1 PE
48053.2.1 ROW
G le n v i S
ll
c
e
h o o l R d .
Bee Tree Rd.
48053.3.1 CONST
OFFSITE
Knob
DETOUR Hill
Rd. END
PROJECT
P B R EG O I J N ECT
(107
Hamburg
Rd.
B e e
T
re
e
R d .
B e e T
re
e
C
re e k
GRADING, DRAINAGE, PAVING, AND STRUCTURES
Bee Tree
Rd. C
(107
M
Ca
a
r
c
d
h
i
i
n
n
g
e
e d
a r
C re
e k
Cedar
Creek
Rd.
Ridge
THORPE DAM COMPLEX
DETOUR ROUTE
(APPROXIMATE LENGTH = 4.6 MILES)
END BRIDGE
-L- STA. 16+96.30
-L-
-BEE
TREE
RD-
SR 1120
C
T
R
O
E EK
C E
R
D
D
AR
BEGIN BRIDGE
-L- STA. 16+23.70
CEDAR CREEK
STRUCTURES
PREPARED IN THE OFFICE OF:
NV5 ENGINEERS & CONSULTANTS, INC.
3300 REGENCY PARKWAY, SUITE 100
CARY, NC 27518
P: 919.851.1912 www.NV5.com
NC License # F-1333
2024 STANDARD SPECIFICATIONS
LENGTH ROADWAY TIP PROJECT B-5921 ....................... 0.068 Miles
ROBERT C. LARSON, P.E.
LENGTH STRUCTURE TIP PROJECT B-5921 ...................... 0.012 Miles
AUGUST 15, 2023
TOTAL LENGTH TIP PROJECT B-5921 .............................. 0.080 Miles
JACOB M. DAVIS, P.E.
54110ND
SEPTEMBER 22, 2026
ZACH SHULER, P.E.
BRIDGE PROGRAM MANAGER
NNAADD
8833
5599//3388
DDAANN
Docusign Envelope ID: 2A9506F7-C278-80DD-8086-315515C1483A
7/23/2026 | 8:48 AM PDT

15+50 16+00 16+50 17+00 17+50 18+00
SPAN A
1'-6" LIMIT OF
UNCLASS. STR. EXCAV.
3520
F
S
I
T
L
A
L
.
F
1
A
6
C
+2
E
3
@
.7 0
E
-
N
L
D
-
BENT 1
(TYP.)
F
S
I
T
L
A
L
.
F
1
A
6
C
+9
E
6
@
.3 0
E N
-L
D
-
BENT 2
(-) 0.8585%
(+)
6.3647%
G.P. ELEV. 3504.00
G.P. ELEV. 3503.38
2'-0" THICK CLASS II RIP RAP
P.V.I. 17+85.00
W/ GEOTEXTILE
ELEV. 3502.62
3510
EXIST.
FIX VC 170'
SUBSTRUCTURE FIX
UNCLASSIFIED APPROX. EXIST.
(TYP.) VERTICAL CURVE DATA -L-
STR. EXCAV. (TYP.) GROUND LINE
100 YR. W.S.
ELEV. 3498.4
3500 (-) 2.5465% |
3
HIGH WATER |
(-) 0.8585% 0 ELEV. 3494.3 3
5 CAP ON 2% (TYP.) (2022) 0 5
3 ROCK N.W.S. ELEV.
. LOW CHORD 3
P.V.I. 15+45.00 V E | 2 3490.9 (7-20-22) ELEV. 3500.40 . V
L 0 | | E
3490 ELEV. 3504.68 E 5 4 4 L
3 9 | | 9 E
VC 170' . 4 2 | 2 4
V
E
3
.
9
4 |
1
9
9
4
3
.
VERTICAL CURVE DATA -L-
L E O L W EV C . H 3 O 5 R 01 D .00
L
E
V
E L E
3
. V E
9
8 4 3
4
3 . V
3
. V E
V
E L E ELEV. 3502|
H
ST
P
E
1
E
2
L
X
PI
5
L
3
ES HYDRAULIC DATA:
L . E L
E V L E
E E DESIGN DISCHARGE - 1400 CFS
L
FREQUENCY OF DESIGN DISCHARGE - 25 YEAR
E END BENT 2
DESIGN HIGH WATER ELEVATION - 3497.1
ELEV. 3494|
DRAINAGE AREA - 5.8 SQ. MI.
GRADE TO DRAIN
BASE DISCHARGE (Q 100) - 2000 CFS
(TYP.) END BENT 1
BASE HIGH WATER ELEVATION - 3498.4
SECTION ALONG -L-
OVERTOPPING FLOOD DATA:
(SECTIONS AT END BENTS ARE AT RIGHT ANGLES)
OVERTOPPING DISCHARGE - 4900 CFS
FREQUENCY OF OVERTOPPING FLOOD ->500 YEAR
OVERTOPPING FLOOD ELEVATION - 3503.8
(OVERTOPPING @ STA. 17+20.21 -L-)
72'-7" TOTAL LENGTH
FILL FACE TO FILL FACE ALONG { -L-
I HEREBY CERTIFY THESE PLANS
ARE THE AS-BUILT PLANS
36'-3"
BANK STABLIZATION
EARTH BERM
EARTH BERM ALONG { -L-
ROADWAY PAY ITEM
ELEV. 3492.50
ELEV. 3494.50
(TYP.)
PROPOSED
RETAINING WALL BRIDGE I.D.
STA. 16+60.00 -L-
WORK POINT 2
STA. 16+96.30 -L-
WORK POINT 1
STA. 16+23.70 -L-
BEGIN
APPROACH SLAB END
STA. 16+13.16 -L- APPROACH SLAB
STA. 17+07.18 -L-
TO NC 107
LONG CHORD
60 degrees-00'-00"
61 degrees23'12"
(TYP. TO LONG CHORD)
58 degrees36'48"
TO CEDAR
CREEK RD
-L- (SR 1120) (TAN. TO CURVE) (TAN. TO CURVE)
CLASS II RIP RAP
(2'-0" THICK) W/ FILL FACE @
GEOTEXTILE END BENT 2
FILL FACE @
END BENT 1 PROPOSED
EXISTING
RETAINING WALL
BRIDGE
EARTH BERM
NATIVE MATERIAL (ROCK)
EARTH BERM ELEV. 3492.50
TO REMAIN BETWEEN P.I. STA. 16+42.88 ELEV. 3494.50
= 17 degrees27'18.7" (RT) EXISTING ABUTMENT AND EXISTING
D = 3 degrees49'11.0" PROPOSED END BENT CONCRETE
L = 456.98' FOOTING
T = 230.27' (RETAIN) C
E
R = 1 5 0 0 .0 0 ' (TYP.) D
A
R
V = 40 M P H SHEET 1 OF 4 REPLACES BRIDGE NO. 490008
C
RO = 70' R E
E
K
STATE OF NORTH CAROLINA
HORIZONTAL CURVE DATA -L-
DEPARTMENT OF TRANSPORTATION
SPAN A
RALEIGH
PLANS PREPARED BY:
GENERAL DRAWING
FOR BRIDGE ON -L- (SR 1120)
PLAN
OVER CEDAR CREEK
(NOTE: PILES NOT SHOWN FOR CLARITY)
BETWEEN NC 107
AND CEDAR CREEK RD
REVISIONS SHEET NO. S-1 NO. BY: DATE: NO. BY: DATE:
1 3 TOTAL
SHEETS
R. C. LARSON 6/24 2 4
ngd.800094_100_10DG_UMS_1295B_100_104\sgniwarD
laniF\serutcurtS\:R
MP
71:05:1
5202/11/11
Docusign Envelope ID: D1E427FB-96AD-4E01-9AD2-D11906C9F155
B-5921
PROJECT NO.
JACKSON
COUNTY
16+60.00 -L-
STATION:
11/11/2025 | 12:04 PM PST
N
C 33
V
A 0
5
0 R
E
Y R
N
E ,
G
G N
I
E C
N
N
E
2 C
E
7 Y
R
5 1
S
P 8 A
&
R
C
K
O
W
N
A
SU
Y
L
,
T
SU
AN
IT
T
E
S
1
,
0
IN
0
C.
N
O R
P R
T
O
H
FES
C
S
A
IO
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N
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A
L IN
A
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P: 919.851.1912 www.NV5.com SEAL
NC License # F-1333 058455
DRAWN BY : J. M. DAVIS DATE : 6/24 J A C O E B N G M IN . E E D R A V IS
DOCUMENT NOT CONSIDERED FINAL
CHECKED BY : R. C. LARSON DATE : 6/24 UNLESS ALL SIGNATURES COMPLETED
DESIGN ENGINEER OF RECORD: DATE : 20

6
{ HP 12 X 53
STEEL PILES
9
'
-
6
"
"

10
'-
1 9
2 1
2 6
' - ' -
1 3
"
FILL FACE @ "
END BENT 1
FILL FACE @
END BENT 2
9
'
-
6
"
2
4
4
' 9
- (cid:129)
6
" BRIDGE I.D. "
STA. 16+60.00 -L-
WORK POINT 1 -L-
STA. 16+23.70 -L-
60 degrees-00'-00"
9
TO LONG '
-
CHORD 6
"
8
'
-
8
(cid:129)
3
"
LONG CHORD
60 degrees-00'-00" WORK POINT 2
2
TO LONG CHORD 2 STA. 16+96.30 -L-
'
-
5
"
9
'
-
6
"
4
"
5
1'-
4(cid:129)
"
9
'-
2
END BENT 1 END BENT 2
FOUNDATION LAYOUT
NOTES
ALL PILES ARE VERTICAL HP 12 X 53.
DIMENSIONS LOCATING PILES ARE SHOWN TO THE PILE CENTERLINE AT THE BOTTOM OF THE CAP. SHEET 2 OF 4
FOR PILES, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
KEY IN FOOTING AT END BENT NO. 1 AT LEAST 12" INTO WEATHERED ROCK OR ROCK WITH MINIMUM
THICKNESS AS SHOWN ON PLANS. RALEIGH
PLANS PREPARED BY:
GENERAL DRAWING
FILL HOLES FOR PILE EXCAVATION AT END BENT NO. 2 WITH CONCRETE.
INSTALL DRILLED-IN H-PILES AT END BENT NO. 2 WITH AT LEAST 7 FEET OF PENETRATION INTO
FOR BRIDGE ON -L- (SR 1120)
WEATHERED ROCK OR 3 FEET INTO CRYSTALLINE ROCK.
OVER CEDAR CREEK
NV5 ENGINEERS & CONSULTANTS, INC. BETWEEN NC 107
3300 REGENCY PARKWAY, SUITE 100 CARY, NC 27518 AND CEDAR CREEK RD
P: 919.851.1912 www.NV5.com
NC License # F-1333
REVISIONS SHEET NO. S-2 NO. BY: DATE: NO. BY: DATE: J. M. DAVIS 6/24
1 3 TOTAL
R. C. LARSON 6/24 SHEETS
R. C. LARSON 6/24 2 4
ngd.800094_200_LF_UMS_1295B_300_104\sgniwarD
laniF\serutcurtS\:R
MP
81:05:1
5202/11/11
Docusign Envelope ID: D1E427FB-96AD-4E01-9AD2-D11906C9F155
B-5921
PROJECT NO.
JACKSON
COUNTY
16+60.00 -L-
STATION:
11/11/2025 | 12:04 PM PST
N
O R
P R
T
O
H
FES
C
S
A
IO
R
N
O
A
L IN
A
L
SEAL
058455
DRAWN BY : DATE : J A C O E B N G M IN . E E D R A V IS
DOCUMENT NOT CONSIDERED FINAL
CHECKED BY : DATE : UNLESS ALL SIGNATURES COMPLETED
DESIGN ENGINEER OF RECORD: DATE : 20

Docusign Envelope ID: D1E427FB-96AD-4E01-9AD2-D11906C9F155
SUMMARY OF PILE INFORMATION/INSTALLATION
(Blank entries indicate item is not applicable to structure)
Driven Piles Predrilling for Piles ** Drilled-In Piles
End Bent / Bent No, Number Factored Pile Cut-Off Estimated Scour
Minimum Predrilling Pile Pile Pile
Pile(s) #(-#) of Resistance (Top of Pile) Pile Length Critical Required Driving Pile Predrilling Maximum
Pile Tip Elevation Excavation Excavation Excavation
(e.g., "Bent 1, Piles per Pile Elevation per Pile Elevation Resistance (RDR)* Redrives Length Predrilling
(Tip No Higher Than) (Elevation (Bottom of Hole) Not In Soil In Soil
Piles 1-5") per Line KIPS FT FT FT per pile Quantity per Pile Diameter
Elevation Not To Predrill Below) Elevation per Pile per Pile
KIPS EACH LIN FT INCHES
FT FT FT LIN FT LIN FT
End Bent No.2, Piles 1-2 2 214 See Substructure Plans 15 3487.00 3482.40 4 8
End Bent No.2, Piles 3-5 3 214 See Substructure Plans 15 3487.00 3481.20 4 8
TOTAL QUANTITY: 20 40
Factored Resistance + Factored Drag Load + Factored Dead Load
*RDR = + Nominal Drag LoadResistance+ Nominal Resistance from Scourable Material
Dynamic Resistance Factor
** Predrilling for Piles is required for end bents/bents with a predrilling length and at the Contractor's option for end bents/bents with predrilling information but no predrilling length.
PILE DESIGN INFORMATION
(Blank entries indicate item is not applicable to structure)
Factored Factored Factored Nominal Nominal
End Bent / Bent No, Axial Drag Dead Dynamic Drag Scour
Pile(s) #(-#) Load Load Load * Resistance Resistance Resistance
(e.g., "Bent 1, Piles 1-5") per Pile per Pile per Pile Factor per Pile per Pile
KIPS KIPS KIPS KIPS KIPS
End Bent No.2 214 0.60
* Factored Dead Load is factored weight of pile above the ground line.
`
PROJECT NO. B-5921
Jackson COUNTY
STATION: 16+60.00
NOTES: STATE OF NORTH CAROLINA
11/11/2025 | 12:04 PM PST
DEPARTMENT OF TRANSPORTATION
1. The Pile Foundation Tables are based on the bridge substructure design and foundation recommendations sealed by a North Carolina Professional Engineer (Thomas J. Daily, P.E., #045672) on 09-5-2024. RALEIGH
2. Total Pile Driving Equipment Setup quantity (not shown in Pile Foundation Tables) equals the number of driven piles, i.e., the number of piles with a Required Driving Resistance.
PILE
3. The Engineer may adjust the quantity for DPT Testing and Pipe Pile Plates when necessary. 58455
J S FOUNDATION
A
C OBM.DA
VI
TABLES
SIGNATURE DATE SHEET NO.
REVISIONS
S-3
DOCUMENT NOT CONSIDERED NO. BY: DATE: NO. BY: DATE: TOTAL
FINAL UNLESS ALL 1 3 SHEETS
SIGNATURES COMPLETED 2 4 20

Docusign Envelope ID: D1E427FB-96AD-4E01-9AD2-D11906C9F155
SUMMARY OF SPREAD FOOTING INFORMATION
(Blank entries indicate item is not applicable to structure)
Minimum
Footing Bottom
Factored Required Scour
End Bent / Bent No, Dimensions of Footing
Bearing Bearing Critical
Footing(s) #(-#) (Length x (Footing
Resistance Resistance Elevation
(e.g., "Bent 1, Footing 1-2") Width) No Higher Than)
KSF KSF FT
FT x FT Elevation
FT
End Bent No.1 9 44.5 x 2.75 24 3494.00 3489.40
PROJECT NO. B-5921
Jackson COUNTY
STATION: 16+60.00
NOTES: STATE OF NORTH CAROLINA
11/11/2025 | 12:04 PM PST
DEPARTMENT OF TRANSPORTATION
1. The Micropile and Spread Footing Foundation Tables are based on the bridge substructure design and foundation recommendations sealed by a North Carolina Professional Engineer (Thomas J. Daily, P.E., #045672) RALEIGH
on 09-5-2024.
MICROPILE AND
58455
J S SPREAD FOOTING
A
C OBM.DA
VI
FOUNDATION TABLES
SIGNATURE DATE SHEET NO.
REVISIONS
S-4
DOCUMENT NOT CONSIDERED NO. BY: DATE: NO. BY: DATE: TOTAL
FINAL UNLESS ALL 1 3 SHEETS
SIGNATURES COMPLETED 2 4 20

THE MAXIMUM BARRIER RAIL HEIGHT AND ASPHALT THICKNESS IS SHOWN. THE HEIGHT
OF THE BARRIER RAIL AND ASPHALT THICKNESS VARIES WHILE THE TOP OF THE BARRIER RAIL
FOLLOWS THE PROFILE OF THE GUTTERLINE. FOR RAIL HEIGHT DETAILS AND ASPHALT
THICKNESS SEE THE ``VERTICAL CONCRETE BARRIER RAIL SECTION'' DETAIL.
NOTES
BM #2: NAIL IN BASE 26" WHITE PINE; 39.3' RT STA. 13+03 -L-; ELEV. 3504.98 NAVD 88
ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING.
THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIRMENT OF THE
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS.
THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1.
FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE SHEET SN.
FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
WOODS
FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.
FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.
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
CLASS II RIP RAP
LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE FOR "REMOVAL OF EXISTING
BRIDGE I.D. (2'-0" THICK) W/
STRUCTURE AT STATION 16+60.00 -L-."
STA. 16+60.00 -L- GEOTEXTILE
PROP. GUARDRAIL (TYP.) THE MATERIAL SHOWN IN THE CROSS-HATCHED AREA SHALL BE EXCAVATED FOR A
(ROADWAY DETAIL AND DISTANCE OF 25 FT EACH SIDE OF CENTERLINE ROADWAY AS DIRECTED BY THE
PAY ITEM) ENGINEER. THIS WORK WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR
UNCLASSIFIED STRUCTURE EXCAVATION. SEE SECTION 412 OF THE STANDARD
SPECIFICATIONS.
TYPE-III
TYPE-III
THE EXISTING STRUCTURE CONSISTING OF ONE SPAN @ 40'-0"; 19'-1" CLEAR ROADWAY
WIDTH AND TIMBER FLOOR ON STEEL BEAMS AND LOCATED AT THE PROPOSED STRUCTURE
SHALL BE REMOVED. THE EXISTING BRIDGE IS PRESENTLY NOT POSTED FOR LOAD LIMIT.
-L-
TO NC 107 SHOULD THE STRUCTURAL INTEGRITY OF THE BRIDGE DETERIORATE DURING CONSTRUCTION
OF THE PROPOSED BRIDGE, A LOAD LIMIT MAY BE POSTED AND MAY BE REDUCED AS FOUND
TO CEDAR CREEK
RD.
NECESSARY DURING THE LIFE OF THE PROJECT.
THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM
THE BEST INFORMATION AVAILABLE. SINCE THIS INFORMATION IS SHOWN FOR THE
TYPE-III
CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER
61 degrees23'12" AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR ADDITIONAL COST
TYPE-III
(TAN. TO CURVE) C E INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN
D
A ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE.
EXISTING R
C 58 degrees36'48"
BRIDGE R E
E (TAN. TO CURVE) REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED IN A MANNER THAT
BANK STABILIZATION K
WOODS PREVENTS DEBRIS FROM FALLING INTO THE WATER. THE CONTRACTOR SHALL SUBMIT
(ROADWAY DETAIL AND
DEMOLITION PLANS FOR REVIEW AND REMOVE THE BRIDGE IN ACCORDANCE WITH ARTICLE
PAY ITEM)(TYP.)
FOR UTILITY INFORMATION 402-2 OF THE STANDARD SPECIFICATIONS.
SEE UTILITY PLANS AND
SPECIAL PROVISIONS. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH ``HEC 18-
EVALUATING SCOUR AT BRIDGES.''
LOCATION SKETCH
FOR EROSION CONTROL MEASURES, SEE EROSION CONTROL PLANS.
ASPHALT WEARING SURFACE IS INCLUDED IN ROADWAY QUANTITIES ON ROADWAY PLANS.
FOR ASBESTOS ASSESSMENT, SEE SPECIAL PROVISIONS.
FOR CORED SLAB AND BOX BEAM POST TENSIONING, SEE SPECIAL PROVISIONS.
TOTAL BILL OF MATERIAL
PILE
REMOVAL UNCLASSIFIED BRIDGE
CLASS A DRIVING 1'-2" X 3'-0" X 2'-0"
OF EXISTING ASBESTOS PILE PILE STRUCTURE CONCRETE APPROACH REINFORCING EQUIPMENT HP 12 X 53 STEEL DYNAMIC TWO BAR 2'-9(cid:129)" RIP RAP GEOTEXTILE ELASTOMERIC PRESTRESSED
STRUCTURE ASSESSMENT EXCAVATION EXCAVATION EXCAVATION SLABS STEEL SETUP FOR STEEL PILES PILE PILE METAL CONCRETE CLASS II FOR BEARINGS CONCRETE
@ STATION IN SOIL NOT IN SOIL @ STATION @ STATION HP 12 X 53 POINTS TESTING RAIL PARAPET (2'-0" THICK) DRAINAGE CORED SLABS
16+60.00 -L- 16+60.00 -L- 16+60.00 -L-
STEEL PILES
LUMP SUM LUMP SUM LIN. FT. LIN. FT. LUMP SUM CU. YDS. LUMP SUM LBS. EA. NO. LIN. FT. EA. EA. LIN. FT. LIN. FT. TONS SQ. YDS. LUMP SUM NO. LIN. FT.
SUPERSTRUCTURE LUMP SUM 123.06 140.26 LUMP SUM 10 700.00
END BENT 1 47.8 3893
SHEET 4 OF 4
END BENT 2 48.0 24.0 45.3 4187 6 6 90 6 30 33
STATE OF NORTH CAROLINA
TOTAL LUMP SUM LUMP SUM 48.0 24.0 LUMP SUM 93.1 LUMP SUM 8080 6 6 90 6 1 123.06 140.26 30 33 LUMP SUM 10 700.00
DEPARTMENT OF TRANSPORTATION
RALEIGH
GENERAL DRAWING
FOR BRIDGE ON -L- (SR 1120)
OVER CEDAR CREEK
BETWEEN NC 107
AND CEDAR CREEK RD
REVISIONS SHEET NO. S-5 NO. BY: DATE: NO. BY: DATE:
1 3 TOTAL
SHEETS
R. C. LARSON 6/24 2 4
ngd.800094_500_30DG_UMS_1295B_900_104\sgniwarD
laniF\serutcurtS\:R
MP
91:05:1
5202/11/11
Docusign Envelope ID: D1E427FB-96AD-4E01-9AD2-D11906C9F155
ROADWAY PLAN VIEW
B-5921 PROJECT NO.
JACKSON
COUNTY
16+60.00 -L-
STATION:
PLANS PREPARED BY:
11/11/2025 | 12:04 PM PST
N
C 33
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0
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A
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P: 919.851.1912 www.NV5.com SEAL
NC License # F-1333 058455
DRAWN BY : J. M. DAVIS DATE : 6/24 J A C O E B N G M IN . E E D R A V IS
DOCUMENT NOT CONSIDERED FINAL
CHECKED BY : R. C. LARSON DATE : 6/24 UNLESS ALL SIGNATURES COMPLETED
DESIGN ENGINEER OF RECORD: DATE : 20

1.060 -- 1.75 0.248 1.14 70' EL 34.423 0.655 1.06 70' EL 6.885 0.80 0.248 1.11 70' EL 34.423
1.374 -- 1.35 0.248 1.48 70' EL 34.423 0.655 1.37 70' EL 6.885 N/A -- -- -- -- --
1.320 47.508 1.75 0.248 1.48 70' EL 34.423 0.655 1.32 70' EL 6.885 0.80 0.248 1.44 70' EL 34.423
1.711 61.585 1.35 0.248 1.91 70' EL 34.423 0.655 1.71 70' EL 6.885 N/A -- -- -- -- --
3.204 43.258 1.4 0.248 4.12 70' EL 34.423 0.655 3.90 70' EL 6.885 0.80 0.248 3.20 70' EL 34.423
2.403 48.063 1.4 0.248 3.09 70' EL 34.423 0.655 2.78 70' EL 6.885 0.80 0.248 2.40 70' EL 34.423
2.282 50.210 1.4 0.248 2.94 70' EL 34.423 0.655 2.58 70' EL 6.885 0.80 0.248 2.28 70' EL 34.423
1.595 43.463 1.4 0.248 2.05 70' EL 34.423 0.655 1.95 70' EL 6.885 0.80 0.248 1.59 70' EL 34.423
1.339 46.755 1.4 0.248 1.72 70' EL 34.423 0.655 1.62 70' EL 6.885 0.80 0.248 1.34 70' EL 34.423
1.309 46.526 1.4 0.248 1.68 70' EL 34.423 0.655 1.65 70' EL 6.885 0.80 0.248 1.31 70' EL 34.423
1.203 48.069 1.4 0.248 1.55 70' EL 34.423 0.655 1.50 70' EL 6.885 0.80 0.248 1.20 70' EL 34.423
1.146 48.129 1.4 0.248 1.47 70' EL 34.423 0.655 1.48 70' EL 6.885 0.80 0.248 1.15 70' EL 34.423
1.468 48.444 1.4 0.248 1.89 70' EL 34.423 0.655 1.79 70' EL 6.885 0.80 0.248 1.47 70' EL 34.423
1.475 48.790 1.4 0.248 1.90 70' EL 34.423 0.655 1.74 70' EL 6.885 0.80 0.248 1.48 70' EL 34.423
1.208 50.272 1.4 0.248 1.55 70' EL 34.423 0.655 1.58 70' EL 6.885 0.80 0.248 1.21 70' EL 34.423
1.216 51.061 1.4 0.248 1.56 70' EL 34.423 0.655 1.55 70' EL 6.885 0.80 0.248 1.22 70' EL 34.423
1.261 52.955 1.4 0.248 1.62 70' EL 34.423 0.655 1.44 70' EL 6.885 0.80 0.248 1.26 70' EL 34.423
1.197 51.476 1.4 0.248 1.54 70' EL 34.423 0.655 1.40 70' EL 6.885 0.80 0.248 1.20 70' EL 34.423
1.128 50.745 1.4 0.248 1.45 70' EL 34.423 0.655 1.39 70' EL 6.885 0.80 0.248 1.13 70' EL 34.423
1.113 50.088 1.4 0.248 1.43 70' EL 34.423 0.655 1.33 70' EL 6.885 0.80 0.248 1.11 70' EL 34.423
1.198 57.432 1.3 0.248 2.32 70' EL 34.423 0.655 2.08 70' EL 6.885 0.80 0.248 1.20 70' EL 34.423
1.306 56.170 1.3 0.248 1.52 70' EL 34.423 0.655 1.41 70' EL 6.885 0.80 0.248 1.31 70' EL 34.423
12/62/8
LOAD FACTORS:
g g
LIMIT STATE DC DW
DESIGN
LOAD
STRENGTH I 1.25 1.50
RATING
FACTORS
SERVICE III 1.00 1.00
NOTES:
MINIMUM RATING FACTORS ARE BASED ON THE STRENGTH I AND
SERVICE III LIMIT STATES.
ALLOWABLE STRESSES FOR SERVICE III LIMIT STATE ARE AS
REQUIRED FOR DESIGN.
COMMENTS:
1.
2.
3.
4.
# CONTROLLING LOAD RATING
1 DESIGN LOAD RATING (HL-93)
2 DESIGN LOAD RATING (HS-20)
3 LEGAL LOAD RATING * *
4
* * SEE CHART FOR VEHICLE TYPE
GIRDER LOCATION
I - INTERIOR GIRDER
EL- EXTERIOR LEFT GIRDER
ER- EXTERIOR RIGHT GIRDER
PROJECT NO.
COUNTY
STATION:
LRFR SUMMARY
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
STANDARD
(NON-INTERSTATE TRAFFIC)
ASSEMBLED BY: REVISIONS SHEET NO. CHECKED BY : NO. BY: DATE: NO. BY: DATE:
DRAWN BY : CVC 6/10 REV. BY : BNB/AKP 06/23 1 3 S T H O E T E A T L S
CHECKED BY : DNS 6/10 2 4
11/11/2025
1:50:20 PM
EPYT
DAOL
ELCIHEV
)
W(
THGIE
W
)SNOT(
GNILLORTNOC GNITAR
DAOL
MUMINIM
SROTCAF
GNITAR
)FR(
FR
x
W
=
SNOT
NOITUBIRTSID
)FD(
SROTCAF
STRENGTH I LIMIT STATE
MOMENT SHEAR
ROTCAF
GNITAR
MORF
ECNATSID
FO
DNE
TFEL
)tf(
NAPS
NOITUBIRTSID
)FD(
SROTCAF
ROTCAF
GNITAR
MORF
ECNATSID
FO
DNE
TFEL
)tf(
NAPS
NOITUBIRTSID )FD(
SROTCAF
MOMENT
ROTCAF
GNITAR
REBMUN
TNEMMOC
HL-93 (INVENTORY)
HL-93 (OPERATING) DESIGN
LOAD
HS-20 (INVENTORY)
HS-20 (OPERATING)
SNSH
#
SERVICE III LIMIT STATE
NAPS
REDRIG NOITACOL
NAPS
REDRIG NOITACOL
NAPS
SNGARBS2
SNAGRIS2
SNCOTTS3
SNAGGRS4
TNAGRIT3
TNAGRIT4
ROTCART
KCURT
ELCIHEV
ELGNIS
RELIART-IMES
)VS(
)TSTT(
N/A 1
N/A
36.000 2
36.000
13.500
20.000
22.000
27.250
34.925
SNS5A 35.550
SNS6A 39.950
LEGAL SNS7B 42.000
LOAD
33.000
TNT4A 33.075
TNT6A 41.600
TNT7A 42.000
TNT7B 42.000
43.000
TNAGT5A 45.000
TNAGT5B 45.000
REDRIG NOITACOL
MORF
ECNATSID
FO
DNE
TFEL
)tf(
NAPS
3
EV2 28.750
EMERGENCY
VEHICLE (EV)
EV3 43.000 4
DAOL-EVIL
g
)LL
(
SROTCAF DAOL-EVIL
g
)LL
(
SROTCAF
Docusign Envelope ID: D1E427FB-96AD-4E01-9AD2-D11906C9F155
LOAD AND RESISTANCE FACTOR RATING (LRFR) SUMMARY FOR PRESTRESSED CONCRETE GIRDERS
EMERGENCY VEHICLE LOAD RATING * *
1 3
B-5921
4
2
JACKSON
16+60.00 -L-
FOR SPAN " A "
PLANS PREPARED BY:
LRFR SUMMARY FOR
11/11/2025 | 12:04 PM PST
70' CORED SLAB UNIT
N
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A
60 degrees SKEW & 120 degrees SKEW
L
DESIGN ENGINEER OF RECORD: R. C. LARSON DATE : 6/24 P: 919.851.1912 www.NV5.com SEAL
NC License # F-1333 058455
R. C J. . M LA . R D S A O V N IS D D A A T T E E : : 6 6 / / 2 2 4 4 J A C O E B N G M IN . E E D R A V IS S-6
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
20
STD. NO. 24LRFR1_60&120S_70L
R:\Structures\Final Drawings\401_011_B5921_SMU_GD04_006_490008.dgn

HALF SECTION HALF SECTION
THROUGH VOIDS TYPICAL SECTION AT INTERMEDIATE DIAPHRAGMS
* -
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
STANDARD
ASSEMBLED BY : DATE : REVISIONS SHEET NO. CHECKED BY : DATE : NO. BY: DATE: NO. BY: DATE:
1 3 TOTAL
REV. 8/14 MAA/TMG SHEETS
2 4
11/11/2025 STD. NO. 24PCS4_30_60S
1:50:21 PM
"
2(cid:129)
3'-0"
1'-6" 1'-6"
8(cid:129)" 9(cid:129)" 9(cid:129)" 8(cid:129)"
A 2(cid:129)" (cid:127)
1'-2" 4" 4" 1'-2"
DOWEL HOLES
3"
3"
"2
#5 S10
#5 S15
#5 S15 #4 S14
#5 S10
#5 S10
PROJECT NO.
COUNTY
STATION:
3'-0'' X 2'-0''
PRESTRESSED CONCRETE
CORED SLAB UNIT
DRAWN BY : MAA 6/10
CHECKED BY : MKT 7/10
"8
"8
#4 S11
(28 STRANDS REQUIRED)
FIXED END
ASPHALT
WEARING
SURFACE
#5 S10
1" CL.
6"
SEE ``BRIDGE
APPROACH SLAB''
SHEET FOR DETAILS
2 LAYERS OF 30 LB.
ROOFING FELT TO
PREVENT BOND.
1" CL.
ELASTOMERIC
6" 6" BEARING PAD
SEE ``END BENT''
A BEARING
SHEETS FOR DETAILS
& #6 DOWELS
"0-'2
"0-'1
"0-'1
"
2(cid:129)
"2
3'-0"
1'-6" 1'-6"
10" 1'-4" 10"
3" 11" 4" 4" 11" 3"
12" (cid:127) VOIDS
2 SPA.
@ 2" CTS.
5" 5" 3"
2 SPA. 6 SPA. 2 SPA.
@ 2" CTS. @ 2" CTS. @ 2" CTS.
"
3(cid:129) -'1
#4 ``B''
3"
BOND SHALL BE BROKEN ON THESE STRANDS FOR A
DISTANCE OF 12'-0" FROM END OF CORED SLAB UNIT.
SEE STANDARD SPECIFICATIONS, ARTICLE 1078-7.
DEBONDING LEGEND
...''
#4 ``B''
''
20
''
...
''

''3
''4
2(cid:129)" (cid:127) DOWEL HOLE
12" ~
VOIDS
1'-1(cid:129)"
END ELEVATION SHEAR KEY DETAIL
SHOWING PLACEMENT OF DOUBLE STIRRUPS
SECTION AT END BENT AND LOCATION OF DOWEL HOLES.
(STRAND LAYOUT NOT SHOWN.)
INTERIOR SLAB UNIT SHOWN-EXTERIOR SLAB
UNIT SIMILAR EXCEPT SHEAR KEY LOCATION.
"9
"9
"6-'1
INTERIOR SLAB SECTION (70' UNIT)
0.6'' (cid:127) LOW
RELAXATION STRAND LAYOUT
1(cid:129)" ~ BACKER ROD
NOTE: OMIT SHEAR KEY ON OUTSIDE FACE
OF EXTERIOR CORED SLABS.
"4
PERMITTED THREADED INSERT
CAST IN OUTSIDE FACE OF
EXTERIOR UNIT AND
RECESSED ...". SIZE TO BE
DETERMINED
BY CONTRACTOR.
THREADED INSERT DETAIL
HOLE FOR
TRANSVERSE STRAND
STRAND VISE
FILL RECESS
B B WITH GROUT
ELEVATION VIEW SECTION B-B
"1
4"
"
4
{ 0.6" ~ L.R. TRANSVERSE
POST-TENSIONING STRAND
SHEATHED WITH A
" x 5" x 10" }
NON-CORROSIVE PIPE.
"
5" x
10"
"
"0-'1
30'-0"
1" 1"
-L-
3(cid:129)" @ { BRG.
#5 S12 0" TO 5"
3(cid:129)" @ { BRG. LONG CHORD
3(cid:129)" @ { BRG.
ASPHALT WEARING
GRADE PT.
SURFACE
0.04
0.04
#4 S11
3'-0"
15'-0" 15'-0"
10 PRESTRESSED CONCRETE CORED SLAB UNITS = 30'-0"
B-5921
JACKSON
16+60.00 -L-
SHEET 1 OF 3
PLANS PREPARED BY:
5"
OUTSIDE FACE
OF EXTERIOR
1'-3" CORED SLAB
NV5 ENGINEERS & CONSULTANTS, INC.
3300 REGENCY PARKWAY, SUITE 100 CARY, NC 27518
P: 919.851.1912 www.NV5.com
GROUTED RECESS AT END OF NC License # F-1333
J. M. DAVIS 6/24 . POST-TENSIONED STRAND CORED SLABS R. C. LARSON 6/24 S-7
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DESIGN ENGINEER OF RECORD: R. C. LARSON DATE : 6/24
"0-'2
"0-'1
"0-'1
3" 12" (cid:127) VOIDS 3"
"3
"2
3" 3" "
2(cid:129)
3'-0"
10" 1'-4" 10"
3" CL.
"5-'1
1'-2" 27'-6" (CLEAR ROADWAY) 1'-2"
13'-9" 13'-9"
TWO BAR
METAL RAIL #4 ``B''
(TYP.)
CONCRETE
PARAPET
(TYP.)
CONST. JT.
(TYP.)
EXTERIOR SLAB SECTION
(FOR PRESTRESSED STRAND LAYOUT, SEE
INTERIOR SLAB SECTION.)
"0-'2
.GRB
{
@
).PYT(
*
"
9(cid:129)
-'2
Docusign Envelope ID: D1E427FB-96AD-4E01-9AD2-D11906C9F155
VARIES
SHEAR KEYS TO BE FILLED WITH GROUT AFTER 0.6" ~ L.R. TRANSVERSE
ALL ERECTION HAS BEEN COMPLETED AND AFTER POST-TENSIONING STRAND
FINAL TENSIONING OF TRANSVERSE STRANDS IN 2(cid:129)" ~ HOLE
THE MAXIMUM PARAPET HEIGHT AND ASPHALT THICKNESS IS SHOWN. THE HEIGHT OF THE
PARAPET AND ASPHALT THICKNESS VARIES WHILE THE TOP OF THE PARAPET FOLLOWS
THE PROFILE OF THE GUTTERLINE. FOR PARAPET HEIGHT DETAILS AND ASPHALT THICKNESS,
SEE SHEET S-8.
11/11/2025 | 12:04 PM PST
N
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P R
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FES
C
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A
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A
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SEAL
058455
J A C O E B N G M IN . E E D R A V IS
R:\Structures\Final Drawings\401_013_B5921_SMU_CS01_007_490008.dgn