DN01160 (WBS 51143.3.1) BN-0003 Grading, Drainage, Paving, Signals, And Structure on SR 1580 (E. Hometown Pl) from US 23 Bus (W Main St) to Existing Trail in Jackson County Addendum 1

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BN-0003
JACKSON
14+74.28 -TRL-
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12/62/8
14+00 14+50 15+00 15+50 16+00
2050
SPAN A
2040
EXP.
2030 FIX EL. 2025.4
2020
EXIST. HP 14 x 89
EL. 2011.3
STEEL PILES
EL. 2019.8
(TYP. EA. END BENT)
EL. 2017.9
2010
EL. 2012.9
EL. 2010.4
2000
EL. 2004.5
EXIST. END BENT #1 EL. 2003.9 EL. 2003.7 EXIST. END BENT #2
1990
SECTION ALONG -L-
6 .1
7
T . R 4
5
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NAD
N C 8 3 G R N ID A 2011 L C O
F
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.
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A E
I A
L
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EXISTING CONCRETE A
STA. 14+74.28 -TRL- N
RETAINING WALL (TYP.) C
STA. 2209+15.20 -GSMR- E W.P. #2
PROPOSED CONCRETE MILEPOST #41.84 STA. 15+41.59 -TRL-
W.P. #1
PEDESTAL (TYP.) ELEV. 2031.87
STA. 13+91.31 -TRL-
ELEV. 2026.80
BEGIN APPROACH SLAB -TRL-
STA. 13+82.06 -TRL-
-L-
END APPROACH SLAB
8 0 STA. 15+50.84 -TRL-
1 3 90 degrees00'00" (TYP.)
R
S
O
T
144 degrees16'25.1"
FILL FACE TO US23 BUS
FILL FACE TAN. TO CURVE @ END BENT #2
D
@ END BENT #1 Y A
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A IL R PROJECT NO. BN-0003
A S 2
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JACKSON COUNTY
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STATION: 14+74.28 -TRL-
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STATE OF NORTH CAROLINA
A
N DEPARTMENT OF TRANSPORTATION
C
E RALEIGH
PLAN
REVISIONS SHEET NO.
DDRRAAWWNN BBYY :: J. WEIGER DDAATTEE :: 7/2025 DOCUMENT NOT CONSIDERED NO. BY: DATE: NO. BY: DATE: S-1
J. LOFTUS 8/2025 1 3 TOTAL
CCHHEECCKKEEDD BBYY :: DDAATTEE :: FINAL UNLESS ALL SHEETS
DDEESSIIGGNN EENNGGIINNEEEERR OOFF RREECCOORRDD:: J. LOFTUS DDAATTEE :: 2/2026 SIGNATURES COMPLETED 2 4 8
6/1/2026
X:\Projects\TPD\TPDNCCO005 - 2021 Western Divisions PDSC and GESC LSC\WO 02 Hometown Place\CADD (NCDOT)2023\NC ORD\Structures\BN-0003\03 - CADD\02 - Final Drawings\401_001_BN0003_SMU_GD01_001_49XXXX.dgn
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"5-'12
.TREV
.NIM
ECNARAELC
F.A. PROJECT No. 5114301
+8.290% +5.374% +5.374% +3.374% +3.374% +1.374% +1.374% -2.000%
GRADE DATA GRADE DATA GRADE DATA GRADE DATA
TOP OF RAIL ELEVATIONS
P.I. STA. = 13+70.00 P.I. STA. = 13+92.06 P.I. STA. = 15+40.84 P.I. STA. = 15+62.59
ELEV. = 2025.65 ELEV. = 2026.84 ELEV. = 2031.86 ELEV. = 2032.16
TRACK STATION LEFT RAIL RIGHT RAIL
V.C. = 20.000' V.C. = 0.000' V.C. = 0.000' V.C. = 20.000'
2208+11.22 2004.74 2004.60
FILL FACE @ END BENT #2
2208+45.19 2004.68 2004.55
STA. 15+41.59 -TRL-
2208+93.86 2004.61 2004.48
ELEV. 2031.87
FILL FACE @ END BENT #1
2209+29.33 2004.43 2004.32
STA. 13+91.31 -TRL-
ELEV. 2026.80 2209+78.56 2004.19 2004.09
2210+18.95 2003.88 2004.84
PROPOSED CONCRETE EXIST.
PEDESTAL (TYP.) GROUND
EXIST.
GROUND
HORIZ. CURVE DATA -TRL-
HORIZ. CURVE DATA -TRL- HORIZ. CURVE DATA -L-
P.I. = 13+54.19
P.I. = 15+83.85 P.I. = 16+49.44
= 60 degrees42'02.1" (LT)
= 00 degrees10'09.4" (LT) = 12 degrees43'56.6" (LT)
L = 79.46
L = 1.48 L = 120.92
T = 43.91
T = 0.74 T = 60.83
R = 75
R = 500 R = 450
3 *TOTAL BRIDGE LENGTH = 150'-3 8" (FILL FACE TO FILL FACE)
3 67'-3 4"
-GSMR-
PROPOSED CHAIN
LINK FENCE
(SEE ROADWAY PLANS)
POINT OF MINIMUM
VERTICAL CLEARANCE
STA. 14+55.50 -TRL-
OFFSET = 6.42' RT
PROPOSED CHAIN
LINK FENCE TIMBER APPROACH RAIL (TYP.)
(SEE ROADWAY PLANS) (SEE SHEET S-8)
SHEET 1 OF 2 MILEPOST #41.78
HORIZ. CURVE DATA -GSMR-
P.I. = 2207+18.66
= 36 degrees42'34.9" (RT)
L = 522.2100 T = 270.48 GENERAL DRAWING
R = 815 *CONTRACTOR TO FIELD VERIFY
NOTE: CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS.
BRIDGE ON SR 1381 OVER
GREAT SMOKY MOUNTAINS RAILROAD
BETWEEN SR 1380 AND US 23 BUS
6/8/2026

BN-0003
JACKSON
14+74.28 -TRL-
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SSuuiittee 550000 F F F T
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pphhoonnee 991199.. 336611.. 55000000
ffaaxx 991199.. 336611.. 22226699
lliicceennssee nnuummbbeerr:: CC--00229933,, CC--118877
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12/62/8
B.M. #2, 18.10' RT. OF STA. 15+40.81 -TRL-, ELEV. 2030.66'
NOTES
A 1. ASSUMED PEDESTRIAN LIVE LOAD = 90 PSF.
LV
Y
S
O 2. ASSUMED DESIGN VEHICLE LIVE LOAD = H10.
T
NAD N C 8 3 G R N ID A 2011 3. P T E H D IS E B ST R R ID IA G N E B H R A I S D B G E E E S N A D N E D S R IG E N Q E U D IR I E N M A E C N C T O S R O D F A T N H C E E A W A I S T H H T T O H L E R L F R D F B D R D ID ES G I E G N D E S S P I E G C N IF S I P C E A C T I I F O IC N A S T F I O O R N S T . HE DESIGN OF
WOODS 4. THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1.
5. TOTAL BRIDGE LENGTH SHOWN ON PLANS IS APPROXIMATED. CONTRACTOR AND/OR TRUSS MANUFACTURER SHALL
FIELD VERIFY DISTANCES BETWEEN EXISTING END BENT BACKWALLS TO SIZE PREMANUFACTURED STEEL PEDESTRIAN
TRUSS AND ITS ANTICIPATED EXPANSION.
EXISTING CONCRETE BRIDGE I.D. 6. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH 2024 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
RETAINING WALL (TYP.) STA. 14+74.28 -TRL- UNLESS OTHERWISE SPECIFIED IN THE PLANS.
STA. 2209+15.20 -GSMR-
7. THE SUPERSTRUCTURE OF THE BRIDGE SHALL BE A PREMANUFACTURED PEDESTRIAN BRIDGE.
MILEPOST #41.84
EXISTING CHAIN
LINK FENCE -TRL- 8. FABRICATOR OF PREMANUFACTURED PEDESTRIAN BRIDGE SUPERSTRUCTURE SHALL INDICATE THE LOCATION OF DRAINAGE HOLES
FOR THE BRIDGE TUBULAR MEMBERS IN THE SHOP DRAWINGS.
9. ALL STRUCTURAL STEEL SHALL BE AASHTO M270 GRADE HPS 50W.
10. ANCHOR BOLTS FOR PREMANUFACTURED PEDESTRIAN BRIDGE SHALL BE ASTM F1554 GRADE 105.
TO US BUS 23
11. CONCRETE DECK SHALL BE CLASS AA CONCRETE AND ADHERE TO NCDOT SPECIFICATIONS.
0
8
1 3 145 degrees25'49.1" 12. REINFORCED CONCRETE PEDESTALS SHALL BE CLASS AA CONCRETE AND ADHERE TO NCDOT SPECIFICATIONS.
R
S
O TAN. TO CURVE
T
13. AT THE CONTRACTOR'S DISCRETION AND AT NO ADDITIONAL COST TO THE OWNER, THE CONCRETE PEDESTALS OR BEARING LEG
EXTENSIONS MAY BE SUBSTITUTED FOR STEEL PEDESTALS DESIGNED BY THE STEEL TRUSS MANUFACTURER.
EXISTING EDGE OF
14. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 AND ADHERE TO NCDOT SPECIFICATIONS. PAVEMENT (TYP.)
15. ALL BOLTS, NUTS, WASHERS, ETC. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A153
UNLESS OTHERWISE NOTED.
16. ALL WORK SHALL BE ACCOMPLISHED AS DIRECTED BY THE ENGINEER. ANY DISCREPANCIES FOUND ON THIS DRAWING SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING.
Y
IT
C
17. FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
N WOODS
O
S
R Y FOR UTILITY INFORMATION, SEE 18. FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.
B
UTILITY PLANS AND SPECIAL PROVISIONS
O
T 19. FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.
20. FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
WOODS 21. FOR CONCRETE APPROACH SLAB, SEE SPECIAL PROVISIONS.
22. FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.
LOCATION SKETCH
23. FOR REINFORCED CONCRETE PEDESTALS, SEE SPECIAL PROVISIONS.
24. FOR MAINTENANCE AND PROTECTION OF TRAFFIC BENEATH PROPOSED STRUCTURE, SEE SPECIAL PROVISIONS.
25. FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE SHEET SN.
26. FOR PREMANUFACTURED PEDESTRIAN BRIDGE SUPERSTRUCTURE, SEE SPECIAL PROVISIONS.
27. BRIDGE LOADINGS ARE ESTIMATED. AFTER SHOP DRAWINGS FOR THE PREMANUFACTURED PEDESTRIAN BRIDGE ARE SUBMITTED,
IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO CHECK THE END BENTS AND PEDESTALS FOR ACTUAL BRIDGE LOADINGS.
SHOP DRAWINGS SHALL BE FORWARDED TO ENGINEER OF RECORD UPON RECEIPT.A FINAL SET OF BRIDGE REACTIONS SHALL BE
PROVIDED TO THE ENGINEER AT THE TIME OF SHOP DRAWING SUBMITTAL. BRIDGE REACTIONS SHOULD BE SUPPLIED FOR THE
FOLLOWING LOAD CASES: DEAD (DC), DEAD (DW), LIVE (PEDESTRIAN), LIVE (H10 TRUCK), WIND (WS), WIND (OVERTURNING),
THERMAL (TU), AND SEISMIC (EQ). THE ORIENTATION AND APPLICATION OF THE LOADINGS SHALL BE CLEARLY MARKED.
THE PEDESTALS/SUBSTRUCTURE HAVE BEEN DESIGNED FOR THE FOLLOWING ESTIMATED LOADS. ALL LOADS ARE PER BEARING.
NEGATIVE SIGN INDICATES UPLIFT IN THE VERTICAL DIRECTION:
VERTICAL DEAD LOAD DC: 47,800 LB
VERTICAL DEAD LOAD DW: 0 LB
VERTICAL LIVE LOAD PEDESTRIAN: 40,500 LB
VERTICAL LIVE LOAD VEHICLE: 11,500 LB
TRANSVERSE WIND LOAD: 23,200 LB
VERTICAL WIND LOAD: +/- 19,500 LB
OVERTURNING WIND LOAD: -13,300 LB (WINDWARD LEG)
OVERTURNING WIND LOAD: -4,800 LB (LEEWARD LEG)
LONGITUDINAL FORCE DUE TO THERMAL AFFECTS: 6,700 LB
C -TRL-
L
CONCRETE DECK
BN-0003
PROJECT NO.
GRADE POINT
JACKSON
COUNTY
14+74.28 -TRL-
STATION:
PREMANUFACTURED
STEEL PEDESTRIAN
STATE OF NORTH CAROLINA
TRUSS
DEPARTMENT OF TRANSPORTATION
RALEIGH
REVISIONS SHEET NO.
DDRRAAWWNN BBYY :: J. WEIGER DDAATTEE :: 7/2025 DOCUMENT NOT CONSIDERED NO. BY: DATE: NO. BY: DATE:
1 3 TOTAL
CCHHEECCKKEEDD BBYY :: DDAATTEE :: FINAL UNLESS ALL SHEETS
DDEESSIIGGNN EENNGGIINNEEEERR OOFF RREECCOORRDD:: DDAATTEE :: SIGNATURES COMPLETED 2 4 8
6/8/2026
X:\Projects\TPD\TPDNCCO005 - 2021 Western Divisions PDSC and GESC LSC\WO 02 Hometown Place\CADD (NCDOT)2023\NC ORD\Structures\BN-0003\03 - CADD\02 - Final Drawings\401_003_BN0003_SMU_GD02_002_49XXXX.dgn
loftus
GNILIAR
.NIM
"0-'4
"01-'2
DETAMITSE
KCED
FO
POT
LEETS
WOL
OT
-GSMR-
PROPOSED CHAIN
LINK FENCE (TYP.)
-L-
D
Y A
K O
M
O IL R
T S R A EXISTING END BENT
A S (TYP.)
EIN
RA
G T
N
U
O
M
12'-0" MIN. CLEAR WIDTH
6'-0" 6'-0"
TOTAL BILL OF MATERIAL
PREMANUFACTURED BRIDGE REINFORCED
REINFORCED
APPROACH REINFORCED PEDESTRIAN BRIDGE ERECTION CONCRETE
CONCRETE
RAIL CONCRETE SUPERSTRUCTURE @ STA. DECK @ STA.
APPROACH
PEDESTALS @ STA. 14+74.28 -TRL-14+74.28 -TRL-14+74.28 -TRL-
SLABS
EACH EACH LUMP SUM LUMP SUM LUMP SUM SF
SUPERSTRUCTURE 2 2 LUMP SUM LUMP SUM 1,875
END BENT NO. 1 LUMP SUM
END BENT NO. 2 LUMP SUM
SHEET 2 OF 2
TOTAL 2 2 LUMP SUM LUMP SUM LUMP SUM 1,875
GENERAL DRAWING
STRUCTURAL
BRIDGE ON SR 1381 OVER
WEATHERING STEEL
(TYP.) GREAT SMOKY MOUNTAINS RAILROAD
BETWEEN SR 1380 AND US 23 BUS
TYPICAL SECTION
6/8/2026
SINGLE SPAN PREMANUFACTURED STEEL PEDESTRIAN TRUSS
S-2
J. LOFTUS 8/2025
J. LOFTUS 2/2026

BN-0003
JACKSON
14+74.28 -TRL-
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662211 HHiillllssbboorroouugghh SSttrreeeett J
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E N GINE E R
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SSuuiittee 550000 F F F T
RRaalleeiigghh,, NNCC 2277660033
REY LO
pphhoonnee 991199.. 336611.. 55000000
ffaaxx 991199.. 336611.. 22226699
lliicceennssee nnuummbbeerr:: CC--00229933,, CC--118877
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12/62/8
C PILES & C BEARING
L L
C PEDESTAL 2 L
C PEDESTAL 1
PLAN
EL. 2026.21 @ BACKWALL
A B
EL. 2025.53 @ BACKWALL
*EL. 2023.83
EL. 2022.50 @ FRONT FACE OF BACKWALL *EL. 2023.83
EL. 2022.51 @ FRONT FACE OF CAP
EL. 2019.51
AA B
EL. 2018.91
BN-0003
PROJECT NO.
JACKSON
C PILE 1 C PILE 2 C PILE 3 C PILE 4 C PILE 5 COUNTY
L L L L L
14+74.28 -TRL-
STATION:
3 3
12'-4 4" 12'-4 4"
SHEET 1 OF 2
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
ELEVATION SUBSTRUCTURE
END BENT 1
REVISIONS SHEET NO.
DDRRAAWWNN BBYY :: J. WEIGER DDAATTEE :: 7/2025 DOCUMENT NOT CONSIDERED NO. BY: DATE: NO. BY: DATE: S-3
1 3 TOTAL
CCHHEECCKKEEDD BBYY :: DDAATTEE :: FINAL UNLESS ALL SHEETS
DDEESSIIGGNN EENNGGIINNEEEERR OOFF RREECCOORRDD:: DDAATTEE :: SIGNATURES COMPLETED 2 4 8
5/28/2026
X:\Projects\TPD\TPDNCCO005 - 2021 Western Divisions PDSC and GESC LSC\WO 02 Hometown Place\CADD (NCDOT)2023\NC ORD\Structures\BN-0003\03 - CADD\02 - Final Drawings\401_005_BN0003_SMU_EB01_003_49XXXX.dgn
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).PYT(
LLAWGNIW

"0-'01
35'-0"
1'-0" 16'-6" 16'-6"

"0-'3

" 6-'1

"
6-'1
1'-0"
*12'-10"
*7" *11'-8" *7"
C PEDESTAL L
(TYP.)
FILL FACE
W.P. #1
L
2'-8"
"9-'1
).PYT(
NOTES
1. AT THE CONTRACTOR'S DISCRETION AND AT NO ADDITIONAL COST TO THE OWNER, THE CONCRETE
PEDESTALS MAY BE SUBSTITUTED FOR STEEL PEDESTALS OR BEARING LEG EXTENSIONS DESIGNED BY
THE STEEL TRUSS MANUFACTURER.
2. DIMENSIONS MARKED WITH AN ASTERISK ARE TO BE ADJUSTED BY MCADAMS AFTER PREMANUFACTURED
BRIDGE IS DESIGNED.
3. PEDESTAL ELEVATIONS SHOWN ARE MAXIMUM VALUES. IF CONCRETE PEDESTALS ARE USED, THE STEEL
BRIDGE MANUFACTURER SHALL LIMIT THE TRUSS DEPTH TO BEAR AT THESE MAXIMUM ELEVATIONS
OR LOWER.
2-1" ASTM F1554 GRADE 105 ANCHOR
BOLTS (TYP). ANCHOR BOLTS SHALL BE 4. FOR ADDITIONAL PEDESTAL DETAILS AND NOTES, SEE SHEET 2 OF 2.
CAST-IN-PLACE AND PROVIDE 6" PROJECTION
ABOVE THE BRIDGE SEAT. 5. DIMENSIONS, CONCRETE, AND REINFORCING STEEL QUANTITIES ARE SUBJECT TO CHANGE UNTIL AFTER
SHOP DRAWINGS FOR PREMANUFACTURED PEDESTRIAN TRUSS ARE APPROVED. NO ADDITIONAL PAYMENT
WILL BE MADE FOR ANY ADJUSTMENTS TO QUANTITIES.
6. UPON RECEIPT OF BRIDGE SHOP DRAWINGS, CONSTRUCTION ADMINISTRATOR SHALL FORWARD
1 10 2" DRAWINGS TO MCADAMS AFTER WHICH MCADAMS WILL ISSUE UPDATED BRIDGE PLANS.
(TYP.)
1 10 2"
(TYP.)
1 1
1'-1 2" 1'-1 2"
(TYP.) (TYP.)
2'-3"
(TYP.)
EL. 2021.86 @ FRONT FACE OF BACKWALL
EL. 2021.91 @ FRONT FACE OF CAP
3'-6"
CL EXIST. HP 14x89
STEEL PILES
FOR CROSS SECTIONS A-A & B-B, SEE SHEET S-4
J. LOFTUS 12/2025
J. LOFTUS 2/2026
1
"2
7-'1
*6'-5" *6'-5"
-TRL-
3
"6
"4
0-'1
).PYT(
6/8/2026

BN-0003
JACKSON
14+74.28 -TRL-
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662211 HHiillllssbboorroouugghh SSttrreeeett J
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E N GINE E R
U
S
SSuuiittee 550000 F F F T
RRaalleeiigghh,, NNCC 2277660033 REY LO
pphhoonnee 991199.. 336611.. 55000000
ffaaxx 991199.. 336611.. 22226699
lliicceennssee nnuummbbeerr:: CC--00229933,, CC--118877
wwwwww..mmccaaddaammssccoo..ccoomm
12/62/8
BAR TYPES BILL OF MATERIAL
FOR ONE END BENT
BAR NO. SIZE TYPE LENGTH WEIGHT
8" V1 12 #5 1 2'-5" 30
V2 12 #5 1 2'-8" 33
S1 16 #4 2 6'-1" 65
2
REINFORCING STEEL 128 LBS.
TOTAL CLASS AA CONCRETE 0.5 CY
1'-5"
ALL BAR DIMENSIONS ARE OUT TO OUT.
BN-0003
PROJECT NO.
JACKSON
COUNTY
14+74.28 -TRL-
STATION:
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
SUBSTRUCTURE
END BENT 1
REVISIONS SHEET NO.
DDRRAAWWNN BBYY :: J. WEIGER DDAATTEE :: 7/2025 DOCUMENT NOT CONSIDERED NO. BY: DATE: NO. BY: DATE:
1 3 TOTAL
CCHHEECCKKEEDD BBYY :: DDAATTEE :: FINAL UNLESS ALL SHEETS
DDEESSIIGGNN EENNGGIINNEEEERR OOFF RREECCOORRDD:: DDAATTEE :: SIGNATURES COMPLETED 2 4 8
5/28/2026
X:\Projects\TPD\TPDNCCO005 - 2021 Western Divisions PDSC and GESC LSC\WO 02 Hometown Place\CADD (NCDOT)2023\NC ORD\Structures\BN-0003\03 - CADD\02 - Final Drawings\401_007_BN0003_SMU_EB02_004_49XXXX.dgn
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1V
"9-'1
2V
"0-'2
SHEET 2 OF 2
S-4
"124
"3-'1
KH
.AE
NOTES
1. DRILL AND EPOXY #5 "V" BARS INTO THE EXISTING CAP. #5 "V" BARS MAY BE SHIFTED TO CLEAR
EXISTING REINFORCEMENT IN CAP.
2. LEVEL TWO FIELD TESTING IS REQUIRED, AND THE YIELD LOAD FOR EACH #5 "V" BAR IS 8 KIPS.
FOR ADHESIVELY ANCHORED DOWELS, SEE THE STANDARD SPECIFICATIONS AND SPECIAL
PROVISIONS FOR REINFORCED CONCRETE PEDESTALS.
3. "V" BARS IN PEDESTAL MAY BE ROTATED AS NECESSARY TO CLEAR ANCHOR BOLTS.
4. EMBEDMENT DEPTH OF CAST-IN-PLACE ANCHORS SHALL BE AT LEAST 8 INCHES. VERIFY EXACT PLACEMENT OF ANCHORS WITH BRIDGE MANUFACTURER BEFORE POURING CONCRETE.
5. FOR DIMENSIONS MARKED WITH AN ASTERISK, SEE NOTE 2 ON SHEET S-3.
6. **TRUSS MANUFACTURER TO PROVIDE REQUIRED OPENING BETWEEN BRIDGE DECK/TRUSS AND
BACKWALL TO ALLOW FOR THERMAL EXPANSION OF THE BRIDGE.
SECTION A-A - PEDESTAL 1
2'-3"
7"
1" ANCHOR
BOLTS (TYP.)
PLAN VIEW - PEDESTAL 1 PLAN VIEW - PEDESTAL 2
J. LOFTUS 12/2025
J. LOFTUS 2/2026
"9-'1
C EXIST. CAP L
C PEDESTAL
L

"9
3" 4-#5 V1 BARS 3"
3 SPA. @ EQ. SPA.
(EA. FACE)
1
1
"2
01
"2
01
"3
SRAB
1V
5#-4
"3
@
.APS
3
.APS
.QE
)ECAF
.AE(
LIMITS OF
APPROACH SLAB
TOP OF BRIDGE DECK
2'-3"
"6
.NIM
TNEMDEBME
1'-9"
4-#5 V1 @
3" EQ. SPA. 3"
(EA. FACE)
L C
@

"4
3 4-'1
SECTION B-B - PEDESTAL 2
"6
.NIM
TNEMDEBME
4-#5 V2 @
3" EQ. SPA. 3"
(EA. FACE)
1
"2
8-'6
L C
@

"8
5 7-'1
9" **SEE NOTES 9" **SEE NOTES
COVER PLATE
(BY BRIDGE
MANUFACTURER)
1
3 3 4" 6"
2-1" ASTM F1554 GRADE 105 ANCHOR
BOLTS (TYP). ANCHOR BOLTS SHALL BE CAST-IN-PLACE,
PROVIDE 6" PROJECTION ABOVE THE BRIDGE SEAT,
AND HAVE A MINIMUM EMBEDMENT OF 8".
-
SRIAP
4
SRAB
1S
4#
.APS
.QE
3 @
2'-3"
1'-9"
3 3 4" 6"
2-1" ASTM F1554 GRADE 105 ANCHOR
BOLTS (TYP). ANCHOR BOLTS SHALL BE CAST-IN-PLACE,
PROVIDE 6" PROJECTION ABOVE THE BRIDGE SEAT,
AND HAVE A MINIMUM EMBEDMENT OF 8".
-
SRIAP
4
SRAB
1S
4#
.APS
.QE
3 @
FILL FACE
3
"4
3
"6
2'-3"
1 1 1'-1 2" 1'-1 2"
7"
1" ANCHOR
BOLTS (TYP.)
"9-'1
FILL FACE
C EXIST. CAP L
C PEDESTAL
L

"9
3" 4-#5 V2 BARS 3"
3 SPA. @ EQ. SPA.
(EA. FACE)
"3
SRAB
1V
5#-4
"3
@
.APS
3
.APS
.QE
)ECAF
.AE(
1
1
"2
01
"2
01
3
"4
3
"6
LIMITS OF COVER PLATE
APPROACH SLAB (BY BRIDGE
MANUFACTURER)
TOP OF BRIDGE DECK
1 1 1'-1 2" 1'-1 2"
1
"2
7-'1
"2
).PYT(
1
"2
8-'6
"2
).PYT(
1
"2
7-'1
#4 S1 (PAIR) #4 S1 (PAIR)
6/8/2026

BN-0003
JACKSON
14+74.28 -TRL-
N
O
R
R O
TH
FE
C
S
A
SI
R
O
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N
LIN
A P A
L
SEAL
TThhee JJoohhnn RR.. MMccAAddaammss CCoommppaannyy,, IInncc.. 041425
662211 HHiillllssbboorroouugghh SSttrreeeett J
E
E N GINE E R
U
S
SSuuiittee 550000 F F F T
RRaalleeiigghh,, NNCC 2277660033
REY LO
pphhoonnee 991199.. 336611.. 55000000
ffaaxx 991199.. 336611.. 22226699
lliicceennssee nnuummbbeerr:: CC--00229933,, CC--118877
wwwwww..mmccaaddaammssccoo..ccoomm
12/62/8
BN-0003
PROJECT NO.
JACKSON
COUNTY
14+74.28 -TRL-
STATION:
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
REVISIONS SHEET NO.
DRAWN BY : DATE : DOCUMENT NOT CONSIDERED NO. BY: DATE: NO. BY: DATE:
1 3 TOTAL
CHECKED BY : DATE : FINAL UNLESS ALL SHEETS
DESIGN ENGINEER OF RECORD: DATE : SIGNATURES COMPLETED 2 4 8
5/28/2026
X:\Projects\TPD\TPDNCCO005 - 2021 Western Divisions PDSC and GESC LSC\WO 02 Hometown Place\CADD (NCDOT)2023\NC ORD\Structures\BN-0003\03 - CADD\02 - Final Drawings\401_009_BN0003_SMU_EB03_005_49XXXX.dgn
weiger
).PYT(
LLAWGNIW

"0-'01
*12'-10"
*7" *11'-8"
C PILES & C EXIST. CAP
L L
FILL FACE
2-1" ASTM F1554 GRADE 105 ANCHOR
BOLTS (TYP). ANCHOR BOLTS SHALL BE
CAST-IN-PLACE AND PROVIDE 6" PROJECTION
ABOVE THE BRIDGE SEAT.
SHEET 1 OF 2
SUBSTRUCTURE
END BENT 2
J. WEIGER 7/2025 S-5 DRAWN BY : DATE :
CHECKED BY : DATE :
DESIGN ENGINEER OF RECORD: DATE :
"9-'1
).PYT(
NOTES
1. AT THE CONTRACTOR'S DISCRETION AND AT NO ADDITIONAL COST TO THE OWNER, THE CONCRETE
PEDESTALS MAY BE SUBSTITUTED FOR STEEL PEDESTALS OR BEARING LEG EXTENSIONS DESIGNED
BY THE STEEL TRUSS MANUFACTURER.
2. DIMENSIONS MARKED WITH AN ASTERISK ARE TO BE ADJUSTED BY MCADAMS AFTER PREMANUFACTURED
BRIDGE IS DESIGNED.
35'-0"
3. PEDESTAL ELEVATIONS SHOWN ARE MAXIMUM VALUES. IF CONCRETE PEDESTALS ARE USED, THE STEEL
BRIDGE MANUFACTURER SHALL LIMIT THE TRUSS DEPTH TO BEAR AT THESE MAXIMUM ELEVATIONS
1'-0" 16'-6" 16'-6" 1'-0"
OR LOWER.
4. FOR ADDITIONAL PEDESTAL DETAILS AND NOTES, SEE SHEET 2 OF 2.
5. DIMENSIONS, CONCRETE, AND REINFORCING STEEL QUANTITIES ARE SUBJECT TO CHANGE UNTIL AFTER
SHOP DRAWINGS FOR PREMANUFACTURED PEDESTRIAN TRUSS ARE APPROVED. NO ADDITIONAL PAYMENT
WILL BE MADE FOR ANY ADJUSTMENTS TO QUANTITIES.
6. UPON RECEIPT OF BRIDGE SHOP DRAWINGS, CONSTRUCTION ADMINISTRATOR SHALL FORWARD
DRAWINGS TO MCADAMS AFTER WHICH MCADAMS WILL ISSUE UPDATED BRIDGE PLANS.
*7"
C PEDESTAL L
(TYP.)
1
10 2"
(TYP.)
1
10 2"
(TYP.)
1 1 1'-1 2" 1'-1 2"
(TYP.) (TYP.)
2'-3"
(TYP.)
C L PEDESTAL 1 C L PEDESTAL 2
PLAN
EL. 2031.23 @ BACKWALL
A B
EL. 2030.60 @ BACKWALL
*EL. 2028.78
EL. 2027.58 *EL. 2028.78
EL. 2026.92
EL. 2024.58
AA B
EL. 2018.91
C PILE 1 C PILE 2 C PILE 3 C PILE 4 C PILE 5
L L L L L
3 3
12'-4 4" 12'-4 4" 3'-6"
C EXIST. HP 14x89
L
STEEL PILES
ELEVATION
FOR CROSS SECTIONS A-A & B-B, SEE SHEET S-6
J. LOFTUS 12/2025
J. LOFTUS 2/2026
1
"2
7-'1
"6
*6'-5" *6'-5"
W.P. #2
-TRL-
3'-6"
3
"4
0-'1
).PYT(
6/8/2026

BN-0003
JACKSON
14+74.28 -TRL-
N
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R O
TH
FE
C
S
A
SI
R
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A
P A
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SEAL
TTTThhhheeee JJJJoooohhhhnnnn RRRR.... MMMMccccAAAAddddaaaammmmssss CCCCoooommmmppppaaaannnnyyyy,,,, IIIInnnncccc.... 041425
666622221111 HHHHiiiillllllllssssbbbboooorrrroooouuuugggghhhh SSSSttttrrrreeeeeeeetttt J
E
E N GINE E R
U
S
SSSSuuuuiiiitttteeee 555500000000 F F F T
RRRRaaaalllleeeeiiiigggghhhh,,,, NNNNCCCC 22227777666600003333
REY LO
pppphhhhoooonnnneeee 999911119999.... 333366661111.... 5555000000000000
ffffaaaaxxxx 999911119999.... 333366661111.... 2222222266669999
lllliiiicccceeeennnnsssseeee nnnnuuuummmmbbbbeeeerrrr:::: CCCC----0000222299993333,,,, CCCC----111188887777
wwwwwwwwwwww....mmmmccccaaaaddddaaaammmmssssccccoooo....ccccoooommmm
12/62/8
BAR TYPES BILL OF MATERIAL
FOR ONE END BENT
BAR NO. SIZE TYPE LENGTH WEIGHT
8" V1 12 #5 1 2'-4" 29
V2 12 #5 1 2'-7" 32
S1 16 #4 2 6'-1" 65
2
REINFORCING STEEL 126 LBS.
TOTAL CLASS AA CONCRETE 0.5 CY
1'-5"
ALL BAR DIMENSIONS ARE OUT TO OUT.
BN-0003
PROJECT NO.
JACKSON
COUNTY
14+74.28 -TRL-
STATION:
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
REVISIONS SHEET NO.
DDDRRRAAAWWWNNN BBBYYY ::: J. WEIGER DDAATTEE :: 7/2025 DOCUMENT NOT CONSIDERED NO. BY: DATE: NO. BY: DATE:
1 3 TOTAL
CCCHHHEEECCCKKKEEEDDD BBBYYY ::: DDAATTEE :: FINAL UNLESS ALL SHEETS
DDDEEESSSIIIGGGNNN EEENNNGGGIIINNNEEEEEERRR OOOFFF RRREEECCCOOORRRDDD::: DDAATTEE :: SIGNATURES COMPLETED 2 4 8
5/28/2026
X:\Projects\TPD\TPDNCCO005 - 2021 Western Divisions PDSC and GESC LSC\WO 02 Hometown Place\CADD (NCDOT)2023\NC ORD\Structures\BN-0003\03 - CADD\02 - Final Drawings\401_011_BN0003_SMU_EB04_006_49XXXX.dgn
weiger
1V
"8-'1
2V
"11-'1
"124
"3-'1
KH
.AE
2'-3"
NOTES
1. DRILL AND EPOXY #5 "V" BARS INTO THE EXISTING CAP. #5 "V" BARS MAY BE SHIFTED TO CLEAR
EXISTING REINFORCEMENT IN CAP.
2. LEVEL TWO FIELD TESTING IS REQUIRED, AND THE YIELD LOAD FOR EACH #5 "V" BAR IS 8 KIPS.
FOR ADHESIVELY ANCHORED DOWELS, SEE THE STANDARD SPECIFICATIONS AND SPECIAL
PROVISIONS FOR REINFORCED CONCRETE PEDESTALS.
3. "V" BARS IN PEDESTAL MAY BE ROTATED AS NECESSARY TO CLEAR ANCHOR BOLTS.
4. EMBEDMENT DEPTH OF CAST-IN-PLACE ANCHORS SHALL BE AT LEAST 8 INCHES. VERIFY EXACT PLACEMENT OF ANCHORS WITH BRIDGE MANUFACTURER BEFORE POURING CONCRETE.
5. FOR DIMENSIONS MARKED WITH AN ASTERISK, SEE NOTE 2 ON SHEET S-5.
6. **TRUSS MANUFACTURER TO PROVIDE REQUIRED OPENING BETWEEN BRIDGE DECK/TRUSS AND
BACKWALL TO ALLOW FOR THERMAL EXPANSION OF THE BRIDGE.
SECTION A-A - PEDESTAL 1
PLAN VIEW - PEDESTAL 1 PLAN VIEW - PEDESTAL 2
J. LOFTUS 12/2025
J. LOFTUS 2/2026
"6
.NIM
TNEMDEBME
1'-9"
4-#5 V1 @
3" EQ. SPA. 3"
(EA. FACE)
L C
@

"61
5 3-'1
SECTION B-B - PEDESTAL 2
"6
.NIM
TNEMDEBME
4-#5 V2 @
3" EQ. SPA. 3"
(EA. FACE)
1
"2
8-'6 1
"2
8-'6
L C
@

"8
3 6-'1
9" **SEE NOTES 9" **SEE NOTES
1
6"
2-1" ASTM F1554 GRADE 105 ANCHOR
BOLTS (TYP). ANCHOR BOLTS SHALL BE
CAST-IN-PLACE, PROVIDE 6" PROTECTION
ABOVE THE BRIDGE SEAT, AND HAVE A
MINIMUM EMBEDMENT OF 8".
-
SRIAP
4
SRAB
1S
4#
.APS
.QE
3 @
2'-3"
1'-9"
6"
2-1" ASTM F1554 GRADE 105 ANCHOR
BOLTS (TYP). ANCHOR BOLTS SHALL BE
CAST-IN-PLACE, PROVIDE 6" PROTECTION
ABOVE THE BRIDGE SEAT, AND HAVE A
MINIMUM EMBEDMENT OF 8".
-
SRIAP
4
SRAB
1S
4#
.APS
.QE
3 @
LIMITS OF COVER PLATE LIMITS OF COVER PLATE
APPROACH SLAB (BY BRIDGE APPROACH SLAB (BY BRIDGE
MANUFACTURER) MANUFACTURER)
TOP OF BRIDGE DECK TOP OF BRIDGE DECK
3 3 3 4" 3 4"
SHEET 2 OF 2
SUBSTRUCTURE
END BENT 2
S-6 DRAWN BY : DATE :
CHECKED BY : DATE :
DESIGN ENGINEER OF RECORD: DATE :
1
"2
7-'1
1" ANCHOR
BOLTS (TYP.)

"9 "3
SRAB
1V
5#-4
"3
@
.APS
3
.APS
.AE
)ECAF
.AE(
"9-'1
FILL FACE
"6
2'-3"
7"
1" ANCHOR
BOLTS (TYP.)
"9-'1
"3
SRAB
1V
5#-4
"3
@
.APS
3
.APS
.AE
)ECAF
.AE(

"9
FILL FACE
"6
1 1
1'-1 2" 1'-1 2"
3
"4
3
3" 4-#5 V2 BARS 3"
3 SPA. @ EA. SPA.
(EA. FACE)
3
"4
3
C PEDESTAL
L
1
1
"2
01
"2
01
2'-3"
1 1
1'-1 2" 1'-1 2"
7"
1
1
"2
01
"2
01
C PEDESTAL
L
1
"2
7-'1
2" 2"
((TTYYPP..)) (TYP.)
#4 S1 (PAIR) #4 S1 (PAIR)
3" 4-#5 V2 BARS 3"
3 SPA. @ EA. SPA.
(EA. FACE)
6/8/2026

BN-0003
JACKSON
14+74.28 -TRL-
N
O
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R O
TH
FE
C
S
A
SI
R
O
O
N
LIN
A
P A
L
SEAL
TThhee JJoohhnn RR.. MMccAAddaammss CCoommppaannyy,, IInncc.. 041425
662211 HHiillllssbboorroouugghh SSttrreeeett J
E
E N GINE E R
U
S
SSuuiittee 550000 F F F T
RRaalleeiigghh,, NNCC 2277660033
REY LO
pphhoonnee 991199.. 336611.. 55000000
ffaaxx 991199.. 336611.. 22226699
lliicceennssee nnuummbbeerr:: CC--00229933,, CC--118877
wwwwww..mmccaaddaammssccoo..ccoomm
12/62/8
BN-0003
PROJECT NO.
JACKSON
COUNTY
14+74.28 -TRL-
STATION:
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
REVISIONS SHEET NO.
DRAWN BY : DATE : DOCUMENT NOT CONSIDERED NO. BY: DATE: NO. BY: DATE:
1 3 TOTAL
CHECKED BY : DATE : FINAL UNLESS ALL SHEETS
DESIGN ENGINEER OF RECORD: DATE : SIGNATURES COMPLETED 2 4 8
5/28/2026
X:\Projects\TPD\TPDNCCO005 - 2021 Western Divisions PDSC and GESC LSC\WO 02 Hometown Place\CADD (NCDOT)2023\NC ORD\Structures\BN-0003\03 - CADD\02 - Final Drawings\401_013_BN0003_SMU_AS01_007_49XXXX.dgn
weiger
"0-'21
"6
.STC
"21
@
SRAB
LANIDUTIGNOL
4#
-
21
"6
NOTES:
FOR CONCRETE APPROACH SLAB, SEE SPECIAL PROVISIONS.
CROSS SLOPE OF APPROACH SLAB SHALL TRANSITION FROM TRAIL TO
MATCH CROSS SLOPE OF PREMANUFACTURED PEDESTRIAN BRIDGE.
CONCRETE APPROACH SLABS ARE REQUIRED AT BEGIN AND END OF STRUCTURE.
EXPANSION JOINT
A B
FILL FACE
C C
D D
BRIDGE EXPANSION JOINT W/ COVER PLATE
A B BRIDGE (INCIDENTAL TO PREMANUFACTURED
DECK PEDESTRIAN BRIDGE)
CONCRETE APPROACH SLAB
#4 BARS @ 12" CTS.
10'-0"
PLAN VIEW
(BEGIN APPROACH SHOWN, END APPROACH SIMILAR BUT MIRRORED)
6" AGGREGATE
BASECOURSE
FABRIC FOR STABILIZATION
12'-0"
CONCRETE APPROACH SLAB
ASPHALT GREENWAY
#4 BARS @ 12" CTS.
12 - #4 LONGITUDINAL BARS @ 12" CTS.
EXIST. BRIDGE
SUBSTRUCTURE
#4 TRANSVERSE
GRADE LINE
BARS @ 12" CTS.
SECTION D-D
SEE GREENWAY PLANS
*SLOPE FOR MATERIALS AND CONCRETE APPROACH TO BRIDGE CONNECTION
THICKNESSES
COMPACTED SUBGRADE
6" AGGREGATE
BASECOURSE FABRIC FOR STABILIZATION
SECTION C-C
FABRIC FOR STABILIZATION
APPROACH SLAB TO GREENWAY CONNECTION
FOR ASPHALT TRAIL DETAILS, SEE GREENWAY PLANS
6" AGGREGATE
BASECOURSE
COMPACTED SUBGRADE
SECTION A-A
TYPICAL SECTION
*SEE NOTES
APPROACH SLAB DETAILS
APPROACH SLAB DETAILS
J. WEIGER 7/2025 DRAWN BY : DATE :
CHECKED BY : DATE :
DESIGN ENGINEER OF RECORD: DATE :
"0-'5
"0-'5
1
5'-11 4"
12'-0"
12 - #4 LONGITUDINAL BARS @ 12" CTS.
#4 TRANSVERSE
BARS @ 12" CTS.
*SLOPE
FABRIC FOR STABILIZATION
6" AGGREGATE
BASECOURSE
COMPACTED SUBGRADE
SECTION B-B
TYPICAL SECTION
*SEE NOTES
).NIM(
"0-'3
"8
).NIM(
5" (MIN.)
BOLLARD DETAILS
).NIM(
10" 7"
(MIN.) (MIN.) "2-'1
10" X 7" MIN.
BASE PLATE (TYP.)
APPROACH SLAB
(TYP.)
(TYP.)
S-7
J. LOFTUS 12/2025
J. LOFTUS 2//2026
"8
8" MIN.
CONCRETE APPROACH SLAB
DEPTH VARIES ABOVE EXIST.
CONCRETE BRIDGE BACKWALL
6" 6" 6" 6"
PEDESTAL
).NIM(
"0-'3
YELLOW
REFLECTIVE
TAPE
2'-0"
3
2'-0 4"
(BOLLARD SHALL BE COLLAPSABLE)
"2-'1
"0-'2 CONNECTION TO SLAB PER
MANUFACTURERS DETAILS WITH
12" MAX. BOLT EMBEDMENT
6/8/2026

BN-0003
JACKSON
14+74.28 -TRL-
N
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C
S
A
SI
R
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N
LIN
A P A
L
SEAL
TThhee JJoohhnn RR.. MMccAAddaammss CCoommppaannyy,, IInncc.. 041425
662211 HHiillllssbboorroouugghh SSttrreeeett J
E
E N GINE E R
U
S
SSuuiittee 550000 F F F T
RRaalleeiigghh,, NNCC 2277660033 REY LO
pphhoonnee 991199.. 336611.. 55000000
ffaaxx 991199.. 336611.. 22226699
lliicceennssee nnuummbbeerr:: CC--00229933,, CC--118877
wwwwww..mmccaaddaammssccoo..ccoomm
12/62/8
NOTES:
1. ALL TREATED LUMBER FOR THE SAFETY RAIL SHALL MEET THE REQUIREMENTS OF SECTION 1082 OF
4x4 POST THE 2024 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
(TYP.)
2. ALL SCREWS, BOLTS, NUTS AND WASHERS ARE TO BE HOT DIPPED GALVANIZED.
3. SEE SHEET S-1 FOR NUMBER AND LOCATION OF APPROACH RAILS.
BRIDGE
4x4 END RAIL
DECK
B
SHOULDER
4x4 POSTS
A A
4x4 END RAIL
3 - 31 2" WOOD
SCREWS (TYP.)
EXIST. BRIDGE
SUBSTRUCTURE
TYPICAL APPROACH RAIL ELEVATION
2x6 RAIL
C
2x6 RAIL
4x4 SUPPORT
BLOCK
B
2x6 RAIL
H C
T CONNECTION DETAILS
D
I
W
R ( OUTSIDE VIEW )
A
E
END OF PREMANUFACTURED L
C
PEDESTRIAN BRIDGE
APPROACH SLAB 1" CHAMFER SUPERSTRUCTURE
LIMITS
4x4 END RAIL
5" x 1/4"
2x6 RAIL
CARRIAGE BOLT
W/ NUT & WASHER
2x6 RAIL IN BACK OF POSTS 2x6 RAIL 5" x 1/4"
CARRIAGE BOLT
W/ NUT & WASHER
4x4 POST
IN BACK OF POSTS
SECTION A-A SECTION B-B SECTION C-C
BN-0003
PROJECT NO.
JACKSON
COUNTY
14+74.28 -TRL-
STATION:
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
REVISIONS SHEET NO.
DRAWN BY : DATE : DOCUMENT NOT CONSIDERED NO. BY: DATE: NO. BY: DATE:
1 3 TOTAL
CHECKED BY : DATE : FINAL UNLESS ALL SHEETS
DESIGN ENGINEER OF RECORD: DATE : SIGNATURES COMPLETED 2 4 8
5/28/2026
X:\Projects\TPD\TPDNCCO005 - 2021 Western Divisions PDSC and GESC LSC\WO 02 Hometown Place\CADD (NCDOT)2023\NC ORD\Structures\BN-0003\03 - CADD\02 - Final Drawings\401_015_BN0003_SMU_SR01_008_49XXXX.dgn
weiger
"0-'1
"0-'4
2x6 RAILS
4x4 SUPPORT
BLOCK
"1-'1
TRIM ENDS FLUSH
WITH 4x4
(TYP. FOR ALL 2x6)
2'-6"
2"
FILLED WITH CONCRETE
CONCRETE END BLOCK
MIX AROUND POSTS
WITH EMBEDDED 4x4
2" COMPACTED SAND
OR STONE (TYP.)
"9-'1
CONCRETE
PEDESTAL
11 2"
"0-'2
).PYT(
)
P.
6
"Y
T
(
".)
2P
Y
(T
1
"21
1
"21
1
"21
1
"21
1
14"
1
14"
"6
"4
END OF PEDESTRIAN TRUSS
FILL
FACE
TYPICAL APPROACH RAIL PLAN
APPROACH RAIL
DETAILS
J. WEIGER 12/2025 S-8
J. JOFTUS 12/2025
J. LOFTUS 2/2026
RAELC
EGDIRB
STIMIL
HTDIW
2" MIN.
4" MAX.
1'-0"
(TYP.)
PREMANUFACTURED
PEDESTRIAN BRIDGE
SUPERSTRUCTURE
EXIST. BRIDGE
SUBSTRUCTURE
2" MIN.
4" MAX.
2x6 RAIL
APPROACH SLAB LIMITS
15 degrees00'00"
2" MIN.
4" MAX.
POST SUPPORT (TYP.)
4'-0"
4X4 POST
CONCRETE END
RAIL SUPPORT
(TYP.)
4'-0"
1
-'
4X4 END RAIL 0
"
2'-6"
ABUTMENT 2 SAFETY RAIL SHOWN,
ABUTMENT 1 SAFETY RAIL SIMILAR, MIRR0RED
6/8/2026

STANDARD NOTES
HANDRAILS AND POSTS:
DESIGN DATA: ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT,
ETC. IN CASTING SUPERSTRUCTURES:
METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL
SPECIFICATIONS AASHTO (CURRENT)
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN
LIVE LOAD BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEE PLANS
SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE. RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.
IMPACT ALLOWANCE
- - - - - - - - - - - - - - - - - - - - - - - - -
SEE AASHTO
ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE
STRESS IN EXTREME FIBER OF
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE.
STRUCTURAL STEEL - AASHTO M270 GRADE 36 20,000 LBS. PER SQ. IN.
- - - - ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE
- AASHTO M270 GRADE 50W 27,000 LBS. PER SQ. IN. GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL
- - -
FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL
- AASHTO M270 GRADE 50 27,000 LBS. PER SQ. IN. UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS.
- - - -
BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE
REINFORCING STEEL IN TENSION - GRADE 60 24,000 LBS. PER SQ. IN.
- - - - - - - ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH
BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED
CONCRETE IN COMPRESSION 1,200 LBS. PER SQ. IN.
- - - - - - - - - - - - - - - - - -
TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND SPECIAL NOTES:
CONCRETE IN SHEAR SEE AASHTO ACTUAL BEAM CAMBER.
- - - - - - - - - - - - - - - - - - - - - - - -
GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL
STRUCTURAL TIMBER - TREATED OR UNTREATED IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN
EXTREME FIBER STRESS - - - - 1,800 LBS. PER SQ. IN. ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK, OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE
AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE SPECIFICATIONS ARTICLE 105-4.
COMPRESSION PERPENDICULAR TO GRAIN
ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES
OF TIMBER 375 LBS. PER SQ. IN.
- - - - - - - - -
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
EQUIVALENT FLUID PRESSURE OF EARTH 30 LBS. PER CU. FT. CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.
- - - - - - - - -
(MINIMUM)
DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE
AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL
MATERIAL AND WORKMANSHIP:
BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE
FALSEWORK OR FORMS IS STARTED.
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
THE 2024 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE REINFORCING STEEL:
N. C. DEPARTMENT OF TRANSPORTATION.
ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
BE HOT ROLLED. IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT
TO OUT AS INDICATED ON PLANS.
CONCRETE:
WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE
INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS
UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE
LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT:
BE LAPPED TO LOCK LEGS ON ADJOINING PIECES.
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL
BE USED FOR SLOPE PROTECTION AND RIP RAP.
STRUCTURAL STEEL:
7
AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE " SHEAR STUDS FOR THE
CONCRETE CHAMFERS: 8
3
" STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT
4
7 3
UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON THE RATE OF 3 - 8 " STUDS FOR 4 - 4 " STUDS, AND STUD SPACING CHANGES
7
3 SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF " STUDS
STRUCTURES SHALL BE CHAMFERED " WITH THE FOLLOWING EXCEPTIONS: 8
4
3 7
1 ALONG THE BEAM AS SHOWN FOR " STUDS BASED ON THE RATIO OF 3 - "
TOP CORNERS OF CURBS MAY BE ROUNDED TO 1 " RADIUS WHICH IS BUILT 4 8
2
3
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS STUDS FOR 4 - 4 " STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST
1 BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-0".
SHALL BE ROUNDED WITH A " FINISHING TOOL UNLESS OTHERWISE REQUIRED
4
ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES
EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER
1
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A " RADIUS
4
PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION,
WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS.
SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE
5
EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST " IN THICKNESS AND
16
DOWELS: DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESS
EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM
TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS "BRIDGE WELDING CODE".
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL
ELECTROSLAG WELDING WILL NOT BE PERMITTED.
BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO
PLACE WITH 1:2 CEMENT MORTAR.
WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER
SURFACES, ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY
1
ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY " OR
16
EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING,
OR METALLIZING.
REV. 5-7-03 RWW ( ) JTE REV. 10-1-11 MAA ( ) GM REV. 10-23 BNB ( ) NAP 5/28/2026 STD. NO. SN
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REV. 5-1-06 TLA ( ) GM REV. 12-17 MAA ( ) THC
weiger