20181400 Ver 1_Permit Drawings and Plan Sheets_10/12/2018 5:51 PM

SHEET 1 OF 4
PERMIT DRAWING
VICINITY MAP (NTS)
LOCATION:
TYPE OF WORK:
BURKE COUNTY, NC
LAKE JAMES STATE PARK
AND PEDESTRIAN BRIDGE
ROADWAY, PARKING LOT, TRAIL,
Asheville,
North Carolina
423 467 8401
865 546 5800
864 574 4775
828 253 2796

606 248 6600
Tri-Cities, TN
Knoxville, TN
Spartanburg, SC
Middlesboro, KY
Charleston, SC
843 974 5650
Atlanta, GA
770 627 3509
cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved
Consulting Engineers
Boone, NC
828 355 9933
919 977 9455

704 357 0488
Charlotte, NCRaleigh, NC
LAKE JAMES STATE PARK COVE BRIDGE PROJECT
Longtown
1308
1238
Lake
JamesRo
c
k
Hill
St.
1281
RockHill St.Old
Hwy.105P
a
d
d
y
C
reekPaddyCreekHdR
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PROJECT LOCATION
SCO ID NO. 14-11351-01
2
131720-05
BRIDGE
PROPOSED
TRAIL
PROPOSED
PARKING
PROPOSED
STRUCTURE - L J P B
P
ADDY'
S CRE
E
KE
NT
R
ANCE ROADSOIL / GRAVEL ROAD
SOIL / GRAVEL ROAD SOIL / GRAVEL ROADSOIL / GRAVEL ROAD
GRAVEL ROAD
SOIL /
CATAWBA RIVER BUFFER IMPACTS PERMIT
SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
V & M PROJECT NO.: 31720-05(126
(126
(126
SHEET 2 OF 4
PERMIT DRAWINGNAD 83/NSRS 2007GRID NORTHPROPOSED
BRIDGE
1" =
50 25 50 100 200
50'
0
GRAPHIC SCALE
( IN FEET )
PROPOSED
8' WIDE GRAVEL TRAIL
(ALTERNATE 1)PROPOSED
ROAD
PROPOSED
PARKING 1200120012001200NORMAL POOL
ELEV. = 1200 FT.12001200STRUCTURE - L J P B
231720-05
SITE 1
SITE 2
30 30 30 FT. BUFFER ZONE
DENOTES IMPACTS IN
20 20
20 FT. BUFFER ZONE
DENOTES IMPACTS IN
30 FT. BUFFER ZONE
20 FT. BUFFER ZONE
30
30
30 20
20
30
30
30
CATAWBA RIVER BUFFER IMPACTS
NOTE: END BENTS ARE 16'L X 3'W X 7'-4"H.
SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
V & M PROJECT NO.: 31720-0525EXI
STI
NG TRAI
LEXISTING TRAILEXISTING TRAIL
EXI
STI
NG TRAI
L25
12'
12'TYP.9'TYP.18'PROPOSED 5' SI
DEWALK1210
1220
1230
1240
1250
1260
1270
1280
1290
1300
1310
1320
1210
1220
1230
1240
1250
1260
1270
1280
1290
1300
1310
1320
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00-5
.00%-5
.
0
0%
-10.00%-5.
0
0%
-10.00%-7.33%
K=9.9957
A.D. = -5.0022%
PVI ELEV = 1314.870
PVI STA = 10+50.00
HIGH POINT STA = 10+25.00
HIGH POINT ELEV = 1316.120BVCS: 10+25.00BVCE: 1316.12EVCS: 10+75.00EVCE: 1312.3750.0'VC
K=42.9044
A.D. = -2.3308%
PVI ELEV = 1239.877
PVI STA = 19+00.00
HIGH POINT STA = 18+50.00
HIGH POINT ELEV = 1242.378
BVCS: 18+50.00BVCE: 1242.38EVCS: 19+50.00EVCE: 1236.21100.0'VC
K=10.0066
A.D. = -4.9967%
PVI ELEV = 1281.515
PVI STA = 14+21.00
HIGH POINT STA = 13+96.00
HIGH POINT ELEV = 1282.764
BVCS: 13+96.00BVCE: 1282.76EVCS: 14+46.00EVCE: 1279.0250.0'VCPVI ELEV = 1317.37
PVI STA = 10+00.00
PVI STA = 22+39.27PVI ELEV = 1215.00K=20.0241
AD = 4.9940%
PVI ELEV = 1246.129
PVI STA = 17+75.00
LOW POINT STA = 18+25.00
LOW POINT ELEV = 1243.629
BVCS: 17+25.00BVCE: 1251.13EVCS: 18+25.00EVCE: 1243.63100.0'VC
K=9.9961
AD = 5.0030%
PVI ELEV = 1285.265
PVI STA = 13+45.99
LOW POINT STA = 13+71.00
LOW POINT ELEV = 1284.015BVCS: 13+20.99BVCE: 1287.77EVCS: 13+71.00EVCE: 1284.0150.0'VC
1" =
50 25 50 100 200
50'
0
GRAPHIC SCALE
( IN FEET )
TYPICAL TRAIL SECTION
NOT TO SCALEC-01 8' TRAIL1' SHOULDER1' SHOULDER

SHEET 3 OF 4
PERMIT DRAWING
SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
V & M PROJECT NO.: 31720-05120012001200120012001200120012051205120512051205120512101210121012101
2
1
012151215
121512151
2
1
512201220 12201
2
2
012251225 1225122512301230123012301235123512351235124012401240124512451245124512501250125012551255125512551260126012601260126012601265126512651265126512701270127012701270127012701270127512751275127512751275127512801280128012801280128012801285128512851285128512851285129012901290129012901290129512951295129512951295
12951300130013001300 13001300130013051305130513051305130513101310131013101310131513151315131513151320132013201320132025 EXI
STI
NG TRAI
LEXISTING TRAILEXISTING TRAIL
EXI
STI
NG TRAI
L25
12'
12'TYP.9'TYP.18'PROPOSED 5' SI
DEWALK1210
1220
1230
1240
1250
1260
1270
1280
1290
1300
1310
1320
1210
1220
1230
1240
1250
1260
1270
1280
1290
1300
1310
1320
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00-5
.00%-5
.
0
0%
-10.00%-5.
0
0%
-10.00%-7.33%
K=9.9957
A.D. = -5.0022%
PVI ELEV = 1314.870
PVI STA = 10+50.00
HIGH POINT STA = 10+25.00
HIGH POINT ELEV = 1316.120BVCS: 10+25.00BVCE: 1316.12EVCS: 10+75.00EVCE: 1312.3750.0'VC
K=42.9044
A.D. = -2.3308%
PVI ELEV = 1239.877
PVI STA = 19+00.00
HIGH POINT STA = 18+50.00
HIGH POINT ELEV = 1242.378
BVCS: 18+50.00BVCE: 1242.38EVCS: 19+50.00EVCE: 1236.21100.0'VC
K=10.0066
A.D. = -4.9967%
PVI ELEV = 1281.515
PVI STA = 14+21.00
HIGH POINT STA = 13+96.00
HIGH POINT ELEV = 1282.764
BVCS: 13+96.00BVCE: 1282.76EVCS: 14+46.00EVCE: 1279.0250.0'VCPVI ELEV = 1317.37
PVI STA = 10+00.00
PVI STA = 22+39.27PVI ELEV = 1215.00K=20.0241
AD = 4.9940%
PVI ELEV = 1246.129
PVI STA = 17+75.00
LOW POINT STA = 18+25.00
LOW POINT ELEV = 1243.629
BVCS: 17+25.00BVCE: 1251.13EVCS: 18+25.00EVCE: 1243.63100.0'VC
K=9.9961
AD = 5.0030%
PVI ELEV = 1285.265
PVI STA = 13+45.99
LOW POINT STA = 13+71.00
LOW POINT ELEV = 1284.015BVCS: 13+20.99BVCE: 1287.77EVCS: 13+71.00EVCE: 1284.0150.0'VC
1" =
50 25 50 100 200
50'
0
GRAPHIC SCALE
( IN FEET )
TYPICAL TRAIL SECTION
NOT TO SCALEC-01 8' TRAIL1' SHOULDER1' SHOULDER

PROPOSED
BRIDGE
1" =
50 25 50 100 200
50'
0
GRAPHIC SCALE
( IN FEET )
PROPOSED
8' WIDE GRAVEL TRAIL
(ALTERNATE 1)PROPOSED
ROAD
PROPOSED
PARKING 120012001200120012001200STRUCTURE - L J P B
331720-05
SITE 1
SITE 2
30 30 30 FT. BUFFER ZONE
DENOTES IMPACTS IN
20 20
20 FT. BUFFER ZONE
DENOTES IMPACTS IN
30 FT. BUFFER ZONE
20 FT. BUFFER ZONE
30
30
30 20
20
30
30
30
NORMAL POOL
ELEV. = 1200 FT.NAD 83/NSRS 2007GRID NORTHNOTE: END BENTS ARE 16'L X 3'W X 7'-4"H.
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01APRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION1200120512051210121512151159116011651165117011701175117511801180END BRIDGE
W.P.#6
BEGIN BRIDGE
W.P.#1
240'-10" (FILL FACE TO FILL FACE END BENTS)
NO. 1
END BENT
NO. 2
END BENTNO. 1{ BENTNO. 2{ BENTNO. 3{ BENTNO. 4{ BENTW.P. #2 W.P. #3 W.P. #4 W.P. #5
34'-1"34'-1"
PLAN VIEW PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
BOUNDARY
FLOODPLAIN
BOUNDARY
FLOODPLAIN
33'-1"33'-1"
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
TOE OF FILL TOE OF FILL
COORDINATE TABLE
POINT NORTHING EASTING
CP112
CP113
W.P.1
W.P.6
745302.7258 1146680.5574
745438.8308 1146606.9092
745427.0241 1146630.2923
745567.3105 1146826.0484
N54°22'23"E
N54°22'23"E
SCALE: 1" = 10'-0"1210DISC)
(NAIL IN
CP113
GROUND
EXISTING
MIDWAY POINT
APPROXIMATE
& BACKWALL
CONC. CAP
REINFORCED
LOW CHORD
DECK SURFACE
EL. 1200.00
FULL POND
0.00%
PROPOSED TRAIL
TIE TO 12'-0"EL. 1212.00
VERTICAL CLEARANCE
TOP OF MIN. 12' NAVIGATIONAL
6" TOLERANCE
ADDITIONAL
NAVIGATIONAL SPAN APPROACH SPANS
TIMBER DECK
STEEL I-BEAMS W/
0 25 50 75 100 125 150 175 200 225 250 275
1230
1250
1190
1200
1210
1220
1240
1180
1170
1160
1150
240'-10" ( BRIDGE OUT-TO-OUT )
33'-1"106'-6"
106'-6"
RAIL CAP
EDGE OF DECKBOARDS
EL. 1205.7'
BASE FLOOD
34'-1"33'-1"34'-1"
5'-0"
3 SPA. @
13'-11"
RAILING
EXTENDED
13'-11"
RAILING
EXTENDED
5'-0"
3 SPA. @
FILL
NO. 2
END BENT
FIX EXP.FIX EXP.FIX EXP.FIX EXP.FIX EXP.
ELEVATION
SCALE: 1" = 10'-0"
(TYP.)
STEEL PILES
HP12X53
(TYP.)
STEEL PILES
HP12X53
SPAN 1 SPAN 2
SPAN 4
SPAN 5
SPAN 3
NO. 1
END BENT
3'-0"1'-0"3'-6"5'-0"BEDROCK
SB-1
/ PLAN VIEW
ELEVATION
/ PLAN VIEW
ELEVATION
/ PLAN VIEW
ELEVATION
Permit Drawing
Drilled Piers 1 -4
1 2 3 4
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01AMID-SPAN SPAN 4MID-SPAN SPAN 4W.P. #1 W.P. #2 W.P. #3
W.P. #4 W.P. #5
W.P. #6
END BENT 1
FILL FACE @
{ BENT 1 { BENT 2
{ BENT 3 { BENT 4
{ BRIDGE
{ BRIDGE
90°0'0" (TYP.)
DIMENSIONS LOCATING PILES ARE SHOWN TO CENTERLINES.
DIMENSIONS LOCATING PILES ARE SHOWN TO CENTERLINES.
END BENT 2
FILL FACE @
(TYP.)
HP12X53 STEEL PILE
1'-6"
STEEL PILES
{ HP12x535'-0"5'-0"90°0'0" (TYP.)
(TYP. EA. END BENT)
STEEL PILES
{ HP12x53
5'-0"5'-0"PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
34'-1"33'-1"
34'-1"33'-1"
SCALE: (NTS)
SCALE: (NTS)
106'-6"
106'-6"
(TYP. EA. BENT)
ROCK SOCKET = 3 FT
DRILLED SHAFT ~ = 3'-6" FT
{ COLUMN ~ = 3 FT
(TYP. EA. BENT)
ROCK SOCKET = 3 FT
DRILLED SHAFT ~ = 3'-6" FT
{ COLUMN ~ = 3 FT
(TYP. EA. BENT)
ROCK SOCKET = 3 FT
DRILLED SHAFT ~ = 3'-6" FT
COLUMN ~ = 3 FT
PARTIAL FOUNDATION PLAN
PARTIAL FOUNDATION PLAN
SB-2
LAYOUT
FOUNDATION
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01APRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
BEAMS WAS 90 PSF PEDESTRIAN LOADING.
SPECIFICATIONS. CONTROLLING ASSUMED LIVE LOAD FOR RAILINGS AND
UTILITY VEHICLE WEIGHING 3,500 LB. PER NC PARKS AND RECREATION
ASSUMED DESIGN LIVE LOAD FOR TIMBER DECKING WAS A GATOR
SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, 2009.
BRIDGE DESIGN SPECIFICATIONS, 7TH ED. AND THE AASHTO LRFD GUIDE
THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD
RAIL (TYP.)
4x4 TIMBER
DETAIL "A"
(TYP.)
2x8 CAP
4x6 TIMBER DECK
{ BRIDGE
(TYP.)
STEEL CHANNEL
C12x30
LAKE
SIDE FACING
6" FACE
4" FACE
6" FACE
4" FACE
TOP OF DECK
SHOWING END BENT & BENT DIAPHRAGMS SHOWING INTERMEDIATE DIAPHRAGMS
ƒ" DIA. BOLTS (TYP.)
‡" DIA. HOLES FOR
12'-11" (OUT-TO-OUT)
11'-5" (CLEAR)1'-11"4'-7•"6'-6•"4"4"(TYP.)(TYP.)5'-0"5'-0"
BOLTED TO BEAM
3x8 TIMBER NAILER
FULL LENGTH OF BRIDGE.
REFLECTORS AT A MAXIMUM OF 3'-0" SPACING HORIZONTALLY,
ON BRIDGE SUPERSTRUCTURE ALONG EACH EXTERIOR LOW CHORD:3.
END OF EACH CAP.
ON BRIDGE SUPPORT PIERS, CONCRETE CAPS: ONE REFLECTOR ON EACH2.
PLACED ON THE EXTERIOR FACE OF EACH PIPE PILE ON EACH PIER.
ELEVATION AND A POINT JUST BELOW BOTTOM OF CAP. THESE SHALL BE
VERTICALLY BETWEEN A POINT 6 INCHES ABOVE NORMAL WATER SURFACE
ON BRIDGE SUPPORT PIERS, PIPE PILES: THREE REFLECTORS EVENLY SPACED1.
WHITE OR RED HIGH-VISIBILITY REFLECTORS ON THE BRIDGE AS FOLLOWS:
UPON COMPLETION OF THE BRIDGE CONSTRUCTION, PERMANENTLY AFFIX
ALL TIMBER SHALL BE SOUTHERN YELLOW PINE #1 DENSE GRADE, PRESSURE
TREATED FOR GROUND CONTACT WITH WATERBORNE PRESERVATIVES TO A MINIMUM
RETENTION OF 0.80 LBS/CU. FT. THE USE OF TREATMENT CHEMICALS CONTAINING
ARSENIC OR CHROMIUM IS PROHIBITED., ALL WOOD SHALL HAVEA MINIMUM
BENDING STRESS OF 1500 PSI.

ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT AWS CODE,
AND SHALL BE EITHER SHIELDED METAL ARC WELDING (SMAW), OR SUBMERGED ARC
WELDING (SAW).
ALL BOLTS SHALL BE A307 MINIMUM.
DECKBOARDS SHALL HAVE „" CLEARANCE BETWEEN THEM TO FACILITATE WATER
DRAINAGE FROM DECK.
ALL SUPERSTRUCTURE STEEL SHALL BE GRADE 50 STRUCTURAL WEATHERING STEEL,
ARCHES (ALTERNATE #4)
TIMBER AESTHETIC
AND STEEL PIPE PILES SHALL BE GRADE 50, HOT-DIPPED GALVANIZED.
(TYP.)
STEEL I-BEAM
SPAN 3: W36x210
SPAN 1, 2, 4, 5: W18x46
(TYP.)
STEEL CHANNEL
C12x30
(TYP.)
STEEL I-BEAM
2…"SIDE OF C12X30)
(TYP. OUTER FLAT
STEEL ANGLE
L 4x4 X ƒ"
GENERAL NOTES:
SB-3
GENERAL NOTES
TYPICAL SECTIONS /
RAIL POST ORIENTATION DECKBOARD ORIENTATION
PARTIAL TYPICAL SECTION PARTIAL TYPICAL SECTION
SECTION @ BENT
DETAIL "A"
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01APRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
BEAMS WAS 90 PSF PEDESTRIAN LOADING.
SPECIFICATIONS. CONTROLLING ASSUMED LIVE LOAD FOR RAILINGS AND
UTILITY VEHICLE WEIGHING 3,500 LB. PER NC PARKS AND RECREATION
ASSUMED DESIGN LIVE LOAD FOR TIMBER DECKING WAS A GATOR
SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, 2009.
BRIDGE DESIGN SPECIFICATIONS, 7TH ED. AND THE AASHTO LRFD GUIDE
THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD
SHOWING END BENT & BENT DIAPHRAGMS SHOWING INTERMEDIATE DIAPHRAGMS5'-0"5'-0"
FULL LENGTH OF BRIDGE.
REFLECTORS AT A MAXIMUM OF 3'-0" SPACING HORIZONTALLY,
ON BRIDGE SUPERSTRUCTURE ALONG EACH EXTERIOR LOW CHORD:3.
END OF EACH CAP.
ON BRIDGE SUPPORT PIERS, CONCRETE CAPS: ONE REFLECTOR ON EACH2.
PLACED ON THE EXTERIOR FACE OF EACH PIPE PILE ON EACH PIER.
ELEVATION AND A POINT JUST BELOW BOTTOM OF CAP. THESE SHALL BE
VERTICALLY BETWEEN A POINT 6 INCHES ABOVE NORMAL WATER SURFACE
ON BRIDGE SUPPORT PIERS, PIPE PILES: THREE REFLECTORS EVENLY SPACED1.
WHITE OR RED HIGH-VISIBILITY REFLECTORS ON THE BRIDGE AS FOLLOWS:
UPON COMPLETION OF THE BRIDGE CONSTRUCTION, PERMANENTLY AFFIX
ALL TIMBER SHALL BE SOUTHERN YELLOW PINE #1 DENSE GRADE, PRESSURE
TREATED FOR GROUND CONTACT WITH WATERBORNE PRESERVATIVES TO A MINIMUM
RETENTION OF 0.80 LBS/CU. FT. THE USE OF TREATMENT CHEMICALS CONTAINING
ARSENIC OR CHROMIUM IS PROHIBITED., ALL WOOD SHALL HAVEA MINIMUM
BENDING STRESS OF 1500 PSI.

ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT AWS CODE,
AND SHALL BE EITHER SHIELDED METAL ARC WELDING (SMAW), OR SUBMERGED ARC
WELDING (SAW).
ALL BOLTS SHALL BE A307 MINIMUM.
DECKBOARDS SHALL HAVE „" CLEARANCE BETWEEN THEM TO FACILITATE WATER
DRAINAGE FROM DECK.
ALL SUPERSTRUCTURE STEEL SHALL BE GRADE 50 STRUCTURAL WEATHERING STEEL,
AND STEEL PIPE PILES SHALL BE GRADE 50, HOT-DIPPED GALVANIZED.
(TYP.)
4x6 POST ={ CAP
{ PILE
(TYP.)
2x8 CAP
(TYP.)EMBED1'-0" MIN.2'-6"7'-1"(TYP.)
STEEL CHANNEL
C12X30
DECK
4x6 TIMBER
2"
(TYP.)
(ALTERNATE #4)
ARCHES (TYP.)
•" THICK TIMBER
2" x 2" x •" SIDE ANGLE
TO TOP OF DECK WITH
END OF SPAN. CONNECT
4x6 END POST EACH
COLUMN
3' DIA.
(SPAN 1, 2, 4, & 5 TYP.)
STEEL I-BEAM
W18x46
BENT 4 SIMILAR (TYP.)EMBED1'-0" MIN.1'-6"7'-1"(TYP.)
STEEL CHANNEL
C12X30
DECK
4x6 TIMBER
(ALTERNATE #4)
ARCHES (TYP.)
•" THICK TIMBER
COLUMN
3' DIA.
(SPAN 3)
STEEL I-BEAM
W36x210
(SPAN 1, 2, 4, & 5 TYP.)
STEEL I-BEAM
W18x46
BENT 3 SIMILAR
(TYP.)
4x6 POST ={ CAP
{ PILE
(TYP.)
2x8 CAP
2"
(TYP.)
2" x 2" x •" SIDE ANGLE
TO TOP OF DECK WITH
END OF SPAN. CONNECT
4x6 END POST EACH7'-4"4'-9" ={ CAP
{ PILE5'-0"2'-4"(TYP.)
STEEL I-BEAM
W18x46
PILE (TYP.)
HP12x53 STEEL(TYP.)EMBED2'-0" MIN.(TYP.)
2x8 CAP
(ALTERNATE #4)
ARCHES (TYP.)
•" TIMBER
1"
(TYP.)
(TYP.)
STEEL CHANNEL
C12X30
2" x 2" x •" SIDE ANGLE
TO TOP OF DECK WITH
END OF SPAN. CONNECT
4x6 END POST EACH
AND ANGLES (TYP. EACH END OF EACH SPAN)
TO PROVIDE A SEAT FOR THE ENDPOSTS
EXTEND 3 DECKBOARDS 6" ON EACH SIDE
GENERAL NOTES:
SB-4
GENERAL NOTES
TYPICAL SECTIONS /
PARTIAL TYPICAL SECTION PARTIAL TYPICAL SECTION
SECTION @ BENT 1 SECTION @ BENT 2
SECTION @ END BENT
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01APRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
4x6 RAIL
2x8 CAP &
RAIL (TYP.)
4x4 TIMBER
(TYP.)
2x8 CAP
(TYP.)
15°
BOLTED TO BEAM
3x8 TIMBER NAILER
4'-8‚"PEDESTRIAN RAILING(2 EA. SIDE @ SPANS 2 & 4)
PEDESTRIAN BUMPOUT
3'-6"(TYP.)
STEEL I-BEAM
W18X46
4x6 TIMBER DECK
4'-2ƒ"4'-2ƒ"
18'-10‡"
4'-2ƒ"10'-5…"
‚" STEEL }
(BOTH SIDES)
L 6X6 X •
2"
(TYP.)
1'-0" CTS,
NUT & WASHER (TYP.)
COUNTERSUNK W/
MACHINE BOLT
•" X 6" GALVANIZED
4X6 CONNECTION TO W12 BEAM
COUNTERSUNK (TYP.)
LAG BOLT W/ WASHER
W/ •" X 6" GALVANIZED
DECK BOARDS ATTACHED1•"1•"OF FLANGE)
(ALTERNATING SIDES
FOR •" DIA. BOLT
W18 BEAM FLANGE
DRILL†" HOLE IN
†" X 5 X 6 STEEL }
†" BOLTS & STEEL PLATE
NOTCH NAILER FOR
1'-0"10"6"8"2"2"(BEYOND)
DIAGONAL FACE
RAILING LINES IN
3X8 RUNNER
W36X210
or
W18X46
SB-5
BUMP OUT
TYPICAL SECTION /
PLAN @ BUMPOUT
TYPICAL SECTION @ BUMPOUT
" X 5" X 6" STEEL PLATE8
5
4X6 CONNECTION TO BEAM
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01AMID-SPAN SPAN 3MID-SPAN SPAN 3W.P. #1 W.P. #2 W.P. #3
W.P. #4 W.P. #5 W.P. #8
34'-1"33'-1"
SPAN 1 SPAN 2 SPAN 3
34'-1"33'-1"
SPAN 3 SPAN 4 SPAN 5
{ GDR. 1
{ GDR. 1
{ GDR. 2
{ GDR. 2
END BENT 1
FILL FACE @
{ BENT 1 { BENT 2
{ BENT 3 { BENT 4
FIX FIXEXP.
FIXEXP.FIXEXP.
{ BRIDGE
{ BRIDGE
(TYP.)
CROSS-BRACING
L 3x3x•"
1'-8"
{ BRG.
{ BRG.
1'-8"
9'-7"8'-7"
8'-7"9'-7"
{ BRG.{ BRG.
{ BRG.{ BRG.
END BENT 2
FILL FACE @
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
{ GDR. 35'-0"5'-0"FIXEXP.
{ GDR. 3 EXP.
240'-10" ( BRIDGE OUT-TO-OUT )
240'-10" ( BRIDGE OUT-TO-OUT )
7'-11•"7'-11•"
7'-11•"7'-11•"5'-0"5'-0"(TYP.)
C12X30
(TYP.)
C12X30
4'-0"4'-0"
4'-0"4'-0"
4'-6•"
1'-10ˆ"
3'-2Œ"9'-6‚"3'-2Œ"4'-10"
(TYP. SPANS 2 & 4)
W18X46 STEEL I-BEAM
1'-10ˆ"
1'-10ˆ"1'-10ˆ"
BOTH SIDES OF BRIDGE.
DIMENSIONS TO C12X30 STEEL CHANNELS ARE TYPICAL FOR
FLAT FACE OF THE CHANNEL.
DIMENSIONS TO C12X30 STEEL CHANNELS ARE TO THE OUTER

CHANNEL RAILPOST SUPPORTS, SEE SHEET SB-9.
FOR W18X46 STEEL I-BEAMS IN BUMBPOUTS AND C12X30 STEEL
NOTES:
2'-1‚"6 SPA. @ 4'-10" = 29'-0"
1'-10ƒ"
2'-2‚"1'-10ƒ"
2'-7ƒ"
3'-2Œ"9'-6‚"3'-2Œ"4'-10"4'-6•"
1'-10ƒ"
2'-2‚"
6 SPA. @ 4'-10" = 29'-0"1'-9ƒ"
2'-2‚"
8'-9ƒ"8'-9ƒ"
7'-8ƒ"7'-8ƒ"
7'-8ƒ"7'-8ƒ"
8'-9ƒ"8'-9ƒ"
26'-3•"
26'-3•"
21 SPA. @ 4'-10" = 101'-6"
21 SPA. @ 4'-10" = 101'-6"
106'-6"
106'-6"
W18x46 STEEL I-BEAM
W18x46 STEEL I-BEAM
W36x210 STEEL I-BEAM
W36x210 STEEL I-BEAM
2'-4‚"
26'-11•"
26'-11•"
°90 0'0" (TYP.)
PARTIAL FRAMING PLAN
PARTIAL FRAMING PLAN
SB-6
PLAN
FRAMING
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01AEND BENT 1
FILL FACE @ FLANGEMIN.
32'-11" OUT-TO-OUT
7"7"
{ BEARING { BEARING
W18x46
7"7"
{ BEARING
{ BEARING
SPAN 3 ONLY
STIFFENER PLATE (TYP.)
4•" X 1'-4ƒ" X •" STEEL
8'-6"8'-6"
SPAN 3 ONLY
(INTERIOR FACE)
8'-6"8'-6"
31'-9" { BRG. TO { BRG.
105'-2" { BRG. TO { BRG.
(END BENT 2 SIMILAR)6ˆ"1"
END OF BEAM DETAIL "1616{ W18x46
CAMBER REQUIREMENT
W36x210 TOP OF BOTTOM FLANGE
W36x210 BEAM ELEVATION
W18x46 TOP OF BOTTOM FLANGE
W18x46 BEAM ELEVATION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
ALL SPANS = •"
(INTERIOR FACE OF WEB ONLY FOR EXTERIOR BEAMS)
3- 4•" X 1'-4ƒ" X •" STEEL STIFFENER PLATES @ 7'-11•" CTS.
7'-11•"7'-11•"
12'-1Š"8…"3'-3†"8…"3'-3†"8…"
( EXTERIOR FACE OF BEAMS AT BUMPOUTS - SPANS 2 & 4 )
( SPANS 2 & 4 )( SPANS 2 & 4 )( SPANS 2 & 4 )( SPANS 2 & 4 )
NOTE: ALL BEAMS SHALL BE AASHTO M270 GRADE 50W WEATHERING STEEL.
7'-7ƒ"4'-9ƒ"4'-9ƒ"2 SPA. @ 4'-0" = 8'-0"
SPANS 1, 2 & 4, 5
(INTERIOR FACE)
SPANS 1, 2 & 4, 5
106'-4" OUT-TO-OUT
" 10•26'-" 10•26'-26'-3•"26'-3•"
W36x210
1'-‰"" 10•26'-" 10•26'-
(INTERIOR FACE OF WEB ONLY FOR EXTERIOR BEAMS)
3 - 7•" X 2'-10" X •" STEEL STIFFENER PLATES @ 26'-3•" CTS.
STIFFENER PLATE (TYP.)
7•" X 2'-10" X •" STEEL
SB-7
DETAILS
GIRDER
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01A32'-11" OUT-TO-OUT
7"7"
{ BEARING { BEARING
W18x46
7"7"
{ BEARING { BEARING
SPAN 3 ONLY
(EXTERIOR FACE)
31'-9" { BRG. TO { BRG.
105'-2" { BRG. TO { BRG.
W36x210 BEAM ELEVATION
W18x46 BEAM ELEVATION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
32'-11" OUT-TO-OUT
7"7"
{ BEARING { BEARING
W18x46
31'-9" { BRG. TO { BRG.
W18x46 BEAM ELEVATION
SPANS 2 & 4
(EXTERIOR FACE)
TO 4X4X ƒ STEEL ANGLE
C12X30 CHANNEL BOLTED
TO 4X4X ƒ STEEL ANGLE
C12X30 CHANNEL BOLTED
4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"2'-4•"2'-5•"4'-10"
SPANS 1 & 5
(EXTERIOR FACE)
W36x210
106'-4" OUT-TO-OUT
TO 4X4Xƒ STEEL ANGLES @ 4'-10" CTS.
22 - C12X30 CHANNELS BOLTED
1'-11"4'-11"2'-0"4'-10"5Š"3'-6"1'-3•"8…"3'-3†"8…"3'-3†"8…"1'-2•"3'-6"6…"
2'-0"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"1'-11"
SB-8
DETAILS
GIRDER
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01APRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
A A
B B
C C C
W18x46 BEAM 'A' ELEVATION W18x46 BEAM 'B' ELEVATION
W18x46 BEAM 'B' TOP OF BOTTOM FLANGE
W18x46 BEAM 'C' ELEVATION
W18x46 BEAM 'C' TOP OF BOTTOM FLANGE
SPANS 2 & 4
(INTERIOR FACE)
" STEEL BENT PLATE4
1
FRAMING PLAN OF BUMPOUT 4'-11‚"BENT PLATE
‚" STEEL
2"2"6"3"3"2"
{ BEAM 'C'
(TYP.)
C12X30
"1616"1616"1616(TYP.)
45°0'0"
C12X30 CHANNEL
3‰"
6"9"3"3"1•"1•"1"1"@ 3" CTS.2 SPACESRIGHT SIDE SHOWN, LEFT SIDE SIMILAR BY ROTATION
(SPANS 2 & 4)
W18x46 WEB
W18x46 BEAM 'A' TOP OF BOTTOM FLANGE
2‡"4'-11ˆ"6Š"
(TYP.)
L 4X4X ƒ
(TYP.)
L 6X6X •
BENT } 2
SEE DETAIL, THIS SHEET
(TYP. @ OUTER END OF 'C' BEAMS)
‚" STEEL BENT }
BENT } 1
BENT } 3 BENT } 4
ABOUT CENTERLINE OF BUMPOUT.
BEAMS 'A' AND 'B' MIRRORED
SEE SHEET SB-14.
FOR BENT PLATE AND ANGLE DETAILS,
NOTES:
SPANS 2 & 4
(OUTER END OF 'C' BEAMS)
(TYP.)
FOR •" ~ BOLT
{ †" ~ HOLE
(TYP.)
FOR •" ~ BOLT
{ †" ~ HOLE @ 3" CTS.2 SPA.6"{ BEAM { BEAM { BEAM
2Ž"3'-5"2Ž"
5'-2ˆ"
2Ž"4'-11‚"
3•"3'-3†"3•"
W18x46
W18x46
W18x46
3•"4'-1…"7‰"2"
5'-2ˆ"
8‰"
6'-7…"
3"
2„"1'-0Š"2ƒ"3"3"@ 3" CTS.2 SPA.{ CHANNEL
PLAN SIDE VIEW
1'-0"1'-5‰"
4'-6‚"4'-0"4'-0"4'-6‚"
3'-10†"
6'-7…"
6'-5Ž"
6"5'-5Ž"6"
3'-10†"
NOTE: ALL BEAMS SHALL BE AASHTO M270 GRADE 50W WEATHERING STEEL.
SPANS 2 & 4
(EXTERIOR FACE)
SPANS 2 & 4
(EXTERIOR FACE)
SPANS 2 & 4 SPANS 2 & 4 SPANS 2 & 4
SB-9
DETAILS
GIRDER
BUMPOUT
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01AMID-SPAN SPAN 3MID-SPAN SPAN 3W.P. #1 W.P. #2 W.P. #3
W.P. #4 W.P. #5 W.P. #6
34'-1"33'-1"
SPAN 1 SPAN 2 SPAN 3
34'-1"33'-1"
SPAN 3 SPAN 4 SPAN 5
{ GDR. 1
{ GDR. 1
{ GDR. 2
{ GDR. 2
END BENT 1
FILL FACE @
{ BENT 1 { BENT 2
{ BENT 3 { BENT 4
{ BRIDGE
{ BRIDGE
END BENT 2
FILL FACE @
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
{ GDR. 35'-0"5'-0"{ GDR. 3
240'-10" ( BRIDGE OUT-TO-OUT )
240'-10" ( BRIDGE OUT-TO-OUT )5'-0"5'-0"(TYP. SPANS 2 & 4)
W18X46 STEEL I-BEAM
3'-0•"6 SPA. @ 4'-10" = 29'-0"
1'-7†"1'-8†"
3'-5"
7…"
3'-5"
= 8'-0"
@ 4'-0"
2 SPA.
6Š"
DIMENSIONS SHOWN TYPICAL FOR BOTH SIDES OF BRIDGE.
DIMENSIONS SHOWN TYPICAL FOR BOTH SIDES OF BRIDGE.
(TYP. SPANS 2 & 4)
W18X46 STEEL I-BEAM
3'-0•"
= 8'-0"
@ 4'-0"
2 SPA.
3'-5"3'-5"
2'-0•"
2'-0•"
2'-6"
2'-0•"
4'-10"
4'-10"4'-10"
2'-0•"
2'-6"4'-10"2'-0•"
2'-0•"
6 SPA. @ 4'-10" = 29'-0"
1'-2ƒ"
1'-2ƒ"
2ƒ"
2ƒ"
2ƒ"
2ƒ"
2ƒ"
2ƒ"
2ƒ"
2ƒ"
21 SPA. @ 4'-10" = 101'-6"
106'-6"
106'-6"
(TYP. SPANS 1, 2, 4, 5)
W18x46 STEEL I-BEAM
W36x210 STEEL I-BEAM
W36x210 STEEL I-BEAM
21 SPA. @ 4'-10" = 101'-6"
7…"
1'-7†"1'-8†"
6Š"
SPACING
RAIL POST
RAIL POST SPACING - PARTIAL PLAN
RAIL POST SPACING - PARTIAL PLAN
SB-10
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01A(EXTERIOR FACE)
SPAN 3 ONLY
(EXTERIOR FACE)
BRIDGE RAILING
BRIDGE RAILING
NOTE: TIMBER RAILING ON INTERIOR FACE OF RAILING NOT SHOWN FOR CLARITY.
2x8 CAP
4x6 POST
DECK
4x6 TIMBER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION4'-9"32'-11" RAILING SEGMENT
4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"36'
-0"R35'
-6"RC12X30 (TYP.)
1'-11•"1'-11•"
(ALTERNATE #4)
TREATMENT
AESTHETIC
TIMBER
•" x 6"
(2 BOLTS PER LOCATION)
GALVANIZED LAG BOLTS WITH WASHERS.
TO TIMBER POSTS USING •" X 4"
IF USED, TIMBER ARCHES SHALL BE ATTACHED
SPANS 1 & 5
2'-5"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"4'-10"2'-5"
C12X30 (TYP.)DECK
4x6 TIMBER
2x8 CAP
40'-2" RAILING SEGMENT32'-11" RAILING SEGMENT 32'-11" RAILING SEGMENT
R 36'-0"R 35'-6"R 53'-0"
R 52'-6"R 36'-0"R 35'-6"
4x6 POST
(2 BOLTS PER LOCATION)
GALVANIZED LAG BOLTS WITH WASHERS.
TO TIMBER POSTS USING •" X 4"
IF USED, TIMBER ARCHES SHALL BE ATTACHED
(ALTERNATE #4)
TREATMENT
AESTHETIC
TIMBER
•" x 6"4'-9"1'-6"3'-2"3'-2"1'-6"
RAILING
BRIDGE
SB-11
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01APRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
NOTE: TIMBER RAILING ON INTERIOR FACE OF RAILING NOT SHOWN FOR CLARITY.
BRIDGE RAILING AT BUMPOUT
SPANS 2 & 4
SPANS 2 & 4
BRIDGE RAILING PLAN AT BUMPOUT
32'-11"4'-2ƒ"7'-0ˆ"4'-2ƒ"10'-5…"4'-2ƒ"7'-0ˆ"
(TYP.)
2x8 CAP
(TYP.)
STEEL I-BEAM
W18x46
(TYP.)
STEEL CHANNEL
C12x30
(TYP.)
4x6 POST
DECK
4x6 TIMBER
(TYP.)
STEEL CHANNEL
C12x30
(ALTERNATE #4)
TREATMENT
AESTHETIC
TIMBER
•" x 6"
(TYP.)
STEEL I-BEAM
W18x46
(ALTERNATE #4)
ARCHES (TYP.)
•" TIMBER4'-9"1'-11•"4'-10"6Š"3'-5"1'-8†"4'-0"4'-0"1'-7†"3'-5"7…"4'-10"1'-11•"
32'-11" (SEGMENT)3'-9"AT BUMPOUT
RAILING
BRIDGE
SB-12
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01A- TYPE I -
BEARING PAD
À BEARING PAD
1" 8"
4"
4"
ELASTOMER IN ALL BEARINGS SHALL BE 60 DUROMETER HARDNESS.
CORNER OF STIFFENER PLATE.
WELD TO BOTTOM FLANGE IS ONLY
REQUIRED WHEN BEARING STIFFENER
IS ALSO CONNECTOR PLATE
*
MILL
TO
BEAR
*
Š"
Š"
Š"
Š"
Š"
Š"
( FIXED )
P 1 P 2
( EXP. )
( TYPE I - 15 REQ' D )(TYP.)(TYP.)
BEAM (TYP.)
W18x46 STEEL
(TYP.)
1"2‚"1•"
1"1"CROSS-BRACING
L 3x3x•"
(TYP.)
•" CONN. }1"1"
(TYP.)(TYP.) TYPICAL INTERMEDIATE DIAPHRAGM DETAIL
BEARING STIFFENER / CONNECTOR PLATE
ELASTOMERIC BEARING DETAILS
SOLE PLATE DETAILS ( ``P'' )
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
P1 ( 15 REQ'D )P2 ( 15 REQ'D )
1•"
1"5 HOLE @ 2" CTS.3‚"(TYP.)
•" CONN. }
1"
(TYP.)
5'-0"
5'-0"
ƒ" DIA. BOLTS (TYP.)
‡" DIA. HOLES FOR
(TYP.)
STEEL CHANNEL
C12x30
TYPICAL END BENT / BENT DIAPHRAGM DETAIL
À 1‚'' •
HOLES
SLOTTED HOLES
À 1‚'' X 3ƒ"
1•"
1"5 HOLE @ 2" CTS.1ƒ"C12x30 CHANNEL CONNECTOR PLATE
NOTES: DO NOT CLIP PLATE AT TOP OUTSIDE CONNECTOR PLATE
INTERMEDIATE DIAPHRAGM
CONNECTOR PLATE
END BENT & BENT DIAPHRAGM
NOTES
STRAIGHT.
ALL SURFACES OF BEARING PLATES SHALL BE SMOOTH AND
GALVANIZED.
GALVANIZED. ANCHOR BOLTS, NUTS AND WASHERS SHALL BE
SHALL BE AASHTO M270 GRADE 50W AND SHALL NOT BE
FOR AASHTO M270 GRADE 50W STRUCTURAL STEEL, SOLE PLATE

BURRED WITH A SHARP POINTED TOOL.
• TURN. THE THREAD OF THE NUT AND BOLT SHALL THEN BE
ARE TO BE TIGHTENED FINGER TIGHT AND THEN BACKED OFF
AT ALL FIXED POINTS OF SUPPORT, NUTS FOR ANCHOR BOLTS BRIDGE SEAT
FIXED EXPANSION
END VIEW
À BEAM
SOLE PLATE
BEARING PAD
WASHER
SOLE } WITH STANDARD
EXTENDING „'' ABOVE
1‚" • PIPE SLEEVE
(TYP.)
2" THREAD
ANCHOR BOLTS
1 '' • x 16"
(TYP.)
SWEDGE
12"
À 1‚" • HOLES2•"1'-0" 1'-5" 2•"- TYPE I -
BEARING PAD
À BEARING PAD
1" 8"
4"
4"
( TYPE I - 15 REQ' D )
FIXED ENDS EXPANSION ENDS
SLOTTED HOLES
À 1‚'' X 3ƒ"
10"10"1"1"5"5"5"5"3•"1'-7"3•"1"1"1"1"1"1"1"1"•" }•" }•" }SPAN 3 = 2'-10"SPAN 1, 2, 4 & 5 = 1'-4ƒ"SPAN 3 = 2'-10"SPAN 1, 2, 4 & 5 = 1'-4ƒ"ƒ" DIA. BOLTS (TYP.)
‡" DIA. HOLES FOR
SPAN 3 = 1'-10ƒ"
SPAN 1, 2, 4 & 5 = 5•"
ƒ" DIA. BOLTS (TYP.)
‡" DIA. HOLES FOR
SPAN 3 = 2'-10"SPAN 1, 2, 4 & 5 = 1'-4ƒ"SPAN 3 = 36x210 STEEL BEAM
SPAN 1, 2, 4 & 5 = W18x46
SPAN 3 = 36x210 STEEL BEAM
SPAN 1, 2, 4 & 5 = W18x46
SPAN 3 = 7•"
SPAN 1, 2, 4 & 5 = 4•"
SPAN 3 = 7•"
SPAN 1, 2, 4 & 5 = 4•"
SPAN 3 = 7•"
SPAN 1, 2, 4 & 5 = 4•"SPAN 3 = 2'-8"SPAN 1, 2, 4 & 5 = 1'-2ƒ"SPAN 3 = 2'-8"SPAN 1, 2, 4 & 5 = 1'-2ƒ"SPAN 3 = 2'-8"SPAN 1, 2, 4 & 5 = 1'-2ƒ"SPAN 3 = 6•"
SPAN 1, 2, 4 & 5 = 3•"
SPAN 3 = 6•"
SPAN 1, 2, 4 & 5 = 3•"
SPAN 3 = 6•"
SPAN 1, 2, 4 & 5 = 3•"
SPAN 3 = 2'-‚"
SPAN 1, 2, 4 & 5 = 7"
DETAILS
STEEL
SB-13
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01APRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
BENT PLATE 1 BENT PLATE 2 BENT PLATE 3 BENT PLATE 4
2"2"10‚"
6"4‚"2"2"6"6"6"2"2"9‹"135°
90°90°45°
PLAN
4
3L 4X4X 2
1L 6X6 X
ELEVATION
9"2‚"1•"1•"
@ 3" CTS.
2 SPA.
4"4"1'-0"
2‚"
6"6"4"4"1•"1•"
@ 2‚" CTS.
4 SPA.4‚"6…"9"9"
DETAILS
STEEL
SB-14
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01A{ BRG.1'-6"1'-6"= { PILES
{ CAP
OR W.P. #8
W.P.#1
END BENT NO. 2 SIMILAR BY ROTATION.
END BENT NO. 1 SHOWN.
END BENT NO. 2 SIMILAR BY ROTATION.
END BENT NO. 1 SHOWN.
{ BRIDGE
(TYP.)
STEEL PILE
HP12X53
3'-0"5'-0"5'-0"3'-0"
2'-0"6'-0"6'-0"2'-0"5'-0"2'-4"1'-0"1'-4"A
A
2'-0" PILE(TYP.)EMBEDMENT16'-0"
8'-0"8'-0"
(TYP.)
STEEL PILE
{ HP12X53
CONST. JT.
10"10"
1'-6"1'-6"
ALONG BOTTOM
EQUALLY SPACED 1'-0"1'-0"2'-0"
3'-0"
8"
JOINT
CONST.
{ HP 12X53 STEEL PILE
FILL FACE
{ BRG. &
ANCHOR BOLTS
2'-0"EMBED3'-0"1'-0"8"1'-4" OTHERWISE SHOWN.
DIMENSIONS SHOWN FROM THE FACE OF CONCRETE TO BARS ARE TO CENTER OF BARS UNLESS
IS 2 INCHES, UNLESS OTHERWISE NOTED.
SPACING OF BARS IS FROM CENTER TO CENTER OF BARS. CLEAR DISTANCE TO FACE OF CONCRETE
FOR CLASS 'A' REINFORCED CONCRETE
FOR STEEL REINFORCEMENT
FY = 60,000 psi.
F'C = 3000 psi. MIN. AT 28 DAYS
FOR STEEL H-PILES
FY = 50,000 psi.
PILES:
EXPANSION JOINT:
REINFORCEMENT:
BEVELED EDGES:
BEVEL ALL EXPOSED EDGES ƒ" UNLESS OTHERWISE NOTED.
FOR DRIVEN PILES:
HP12X53 STEEL PILES SHALL HAVE REINFORCED PILE TIPS, DUE TO THE PRESENCE OF COBBLES
AND SMALL BOULDERS.
MATERIALS DESIGN SPECIFICATIONS:
TO 40,000 FOOT-POUNDS.
THE PILE DRIVING HAMMER SHOULD HAVE AN ENERGY CAPACITY OF APPROXIMATELY 30,000
AT EACH AT EACH END BENT.
PROVIDE 1" EXPANSION JOINT MATERIAL BETWEEN END OF BRIDGE AND FACE OF BACKWALL
5'-0"EL. 1216.16 @ END BENT NO. 2
EL. 1216.16 @ END BENT NO. 1
TOP OF BACKWALL
9"3"3" CL.(TYP.)2" CL.(TYP.)2" CL.(TYP.)2" CL.(TYP.)3" CL.(TYP.)2" CL.
(TYP.)
2" CL.
(TYP.)
DECK
PROPOSED
EDGE OF
2"9"
(TYP.)(TYP.)
9"
(BAY 1)(BAY 2)
EL. 1213.83 @ END BENT NO. 2
EL. 1213.83 @ END BENT NO. 1
TOP OF CAP
END BENT TOP ELEV.BOTTOM ELEV.
1 1210.83 1177.33
2 1210.83
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTIONVARIES 2'-4" MAX.#4 S1 STIRRUPS
#4 S2 BAR
#4 H2 BARS
(TYP.)
(EACH FACE)
(TYP. EACH BAY)
@ 1'-9" CTS.
2- #4 S1 STIRRUPS
(TYP. EACH END)
@ 2'-0" CTS.
2- #4 S1 STIRRUPS
#4 H2
#4 H3
#4 H4
4-#7 H1 BARS
4-#7 H1 BARS
#4 "V" BARS
(EACH FACE)
(TYP. EA. PILE)
4 - #4 S3
{ BRIDGE
{ GIRDER
{ GIRDER
{ GIRDER
DECK
PROPOSED
EDGE OF
4- #7 H1
4- #7 H1
WINGWALL (TYP.)
ALONG TOP EDGE OF
2- #4 H5 BARS
3 - #4 H2 BARS(EACH FACE)#4 "H" BARS@ 11" CTS. (TYP.)(EACH FACE)JOINT
CONST.
9"
(TYP. EACH END)
@ 2'-0" CTS.
2- #4 S1 STIRRUPS 3"
FILL FACE
9"9"
(TYP. EACH BAY)
@ 1'-9" CTS.
2- #4 S1 STIRRUPS 9"9"
(TYP. EACH BAY)
@ 1'-9" CTS.
2- #4 S1 STIRRUPS 9"
(TYP. EACH END)
@ 2'-0" CTS.
2- #4 S1 STIRRUPS
(TYP.)EMBEDMENT1'-6"11- #4 V1 BARS @ 1'-0" CTS. (EACH FACE)
11- #4 S2 BARS @ 1'-0" CTS.
1'-0"1'-0"1'-0"1'-0"
#4 V2
#4 V3
#4 S2
#4 S2
#4 V3
#4 S2
#4 S2

DRIVE HP 12X53 PILES TO REFUSAL.

PILE BOTTOM ELEVATIONS ESTIMATED BASED ON BEST AVAILABLE GEOTECH BORING INFORMATION.
FOR #4 "V" BARS
1'-6" EMBEDMENT
END BENT NOTES
INFORMATION.
INFORMATION MARKED WITH A ( * ) IS ASSUMED
NO BORINGS WERE CONDUCTED AT END BENT 2.
* NOTE:
1177.33 *
PILE ELEVATIONS
SECTION A-AELEVATION
PLAN
DETAILS
END BENT
SB-15
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01APRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
5-#9 B1 BARS
5-#9 B3 BARS 5-#9 B3 BARS
A
A
{ BRG.
= { PILES
{ CAP
PROPOSED DECK
EDGE OF
FOR CLASS 'A' REINFORCED CONCRETE
FOR STEEL REINFORCEMENT
FY = 60,000 psi.
F'C = 3000 psi. MIN. AT 28 DAYS
REINFORCEMENT:
BEVELED EDGES:
BEVEL ALL EXPOSED EDGES ƒ" UNLESS OTHERWISE NOTED.
MATERIALS DESIGN SPECIFICATIONS:
POINT
WORK
14'-0"
7'-0"7'-0"
PROPOSED DECK
EDGE OF
{ GIRDER
{ BRIDGE &
BENT NOTES
{ GIRDER { GIRDER
2" CL.(TYP.)2" CL.
(TYP.)
BENT NO. 4 SIMILAR.
BENT NO. 1 SHOWN.
BENT NO. 4 SIMILAR.
BENT NO. 1 SHOWN.INTO CAP3" MIN.3" (TYP.)6" PITCH{ BRIDGE
POUR 2 - DRILLED SHAFTPOUR 3 - COLUMNPOUR 4 - CAPSP-1 (TYP.)3" CL. TO~
3'-0" COLUMN~
~
BENT NO.
1 1213.83 1209.83
4 1213.83 1209.83
1201.00
1201.00
SHAFT ELEV.
TOP OF DRILLED
SHAFT ELEV.
BOTTOM OF DRILLED
1169.76
ELEVATION
TOP OF CAP
ELEVATION
BOTTOM OF CAP
SOCKET ELEV.
BOTTOM OF ROCK
1168.25
ROCK SOCKET
BOTTOM OF
BOTTOM OF CAP
TOP OF CAP
ROCK SOCKET
DRILLED SHAFT &
{ CAP, COLUMN,
14'-0"
7'-0"7'-0"
5'-3"1'-9"1'-9"5'-3"1'-6"2'-6"6"5'-0"DRILLED SHAFT
3'-6"
3"
2'-0"5'-0"5'-0"2'-0"8"8"STIRRUPS @ 1'-0" CTS.
6-#4 S4 THRU #4 S9
3"
3" (TYP.)5'-0"6"DRILLED SHAFT
BOTTOM OF POUR 1 - ROCK SOCKETCL.
3"
CL.
6"CL.6"CONST.JT.2" CL.(TYP.)
2" CL.
3'-6"
3'-0"
ROCK SOCKET
DRILLED SHAFT &
{ COLUMN,
ROCK SOCKET
DRILLED SHAFT &
{ COLUMN,
&CAP
{ BENT
&CAP
{ BENT3'-6"1'-9"1'-9"1'-1"1'-1"DETAIL
SEE CONST. JT.
18-#11 M4 (BENT 4)
18-#11 M1 (BENT 1)
18-#11 M1 OR M4
18-#11 M1 OR M4
(TYP.)
SP-2 OR SP-4
6" CL. TO
OR SP-4
TO SP-2
6" CL.
SP-4 (BENT 4)
SP-2 (BENT 1)
@ 5‚" ALONG ARC
OR 18-#11 M4 (BENT 4)
18-#11 M1 (BENT 1)
CONST.JT.
FOR COLUMN OR DRILLED SHAFT
2'-0'' LAP SPLICE OF SPIRAL
6"6"SP-4 (BENT 4)SP-2 (BENT 1)INTO COLUMN)3" (SP-2 OR SP-4CONST.JT.6"6"SP-4 (BENT 4)SP-2 (BENT 1)FOR ROCK SOCKET OR DRILLED SHAFT
2'-0'' LAP SPLICE OF SPIRAL
BENT NO. 4 SIMILAR.
BENT NO. 1 SHOWN.
STIRRUPS @ 1'-0" CTS.
6-#4 S4 THRU #4 S9
#4 S4 THRU S9 @ 1'-0" CTS.
ROCK SOCKET
3'-0"
SP-1
SP-1 (TYP)
3" CL. TO
SP-4 (BENT 4)
SP-2 (BENT 1)
SP-3
SP-3 (TYP)
3" CL. TO
DRILLED SHAFT
TOP OF
SP-3SP-1DRILLED SHAFT)3" (SP-1 INTOTO SP-3
3" CL.
SP-3
1163.25
1164.76
3'-6"
1'-9"1'-9"
1'-0"9"9"1'-0"
3'-0"
ROCK SOCKET
DRILLED SHAFT &
{ COLUMN,
&CAP
{ BENT
@ 5‚" ALONG ARC
OR 18-#11 M4 (BENT 4)
18-#11 M1 (BENT 1)
TO SP-1
3" CL.
SP-1
OF BARS UNLESS OTHERWISE SHOWN.
DIMENSIONS SHOWN FROM THE FACE OF CONCRETE TO BARS ARE TO CENTER
TO FACE OF CONCRETE IS 2 INCHES, UNLESS OTHERWISE NOTED.
SPACING OF BARS IS FROM CENTER TO CENTER OF BARS. CLEAR DISTANCE
5-#9 B1
5-#9 B3
2-#5 B2
2-#5 B2
(TYP.)
3" CL.
#4 S4 THRU S9 @ 1'-0" CTS.
#4 'S' STIRRUPS2'-6"8"3"8"(EA. FACE)
#5 B2 BARS
#4 S10
PLAN
ELEVATION
SB-16
DETAILS
BENT
PILE DATA
SECTION A-A
DRILLED SHAFT
SECTION THRU
SECTION THRU COLUMN
END ELEVATION
CONSTRUCTION JOINT DETAILS
ROCK SOCKET
SECTION THRU
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01APRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
5-#9 B1 BARS
5-#9 B3 BARS
A
A
{ BRG.
= { PILES
{ CAP
PROPOSED DECK
EDGE OF
POINT
WORK
14'-0"
7'-0"7'-0"
PROPOSED DECK
EDGE OF
{ GIRDER
{ BRIDGE &{ GIRDER { GIRDER
2" CL.(TYP.)2" CL.
(TYP.)INTO CAP3" MIN.3" (TYP.)6" PITCH{ BRIDGE
POUR 2 - DRILLED SHAFTPOUR 3 - COLUMNPOUR 4 - CAP~
3'-0" COLUMN~
~
BENT NO.
1213.83
1213.83
1201.00
1201.00
SHAFT ELEV.
TOP OF DRILLED
SHAFT ELEV.
BOTTOM OF DRILLED
ELEVATION
TOP OF CAP
ELEVATION
BOTTOM OF CAP
SOCKET ELEV.
BOTTOM OF ROCK
ROCK SOCKET
BOTTOM OF
BOTTOM OF CAP
TOP OF CAP
ROCK SOCKET
DRILLED SHAFT &
{ CAP, COLUMN,
14'-0"
7'-0"7'-0"
5'-3"1'-9"1'-9"5'-3"1'-6"2'-6"6"5'-0"ROCK SOCKET
3'-0"
DRILLED SHAFT
3'-6"
3"
2'-0"5'-0"5'-0"2'-0"
STIRRUPS @ 1'-0" CTS.
6-#4 S4 THRU #4 S9
3"
3" (TYP.)6"DRILLED SHAFT
BOTTOM OF POUR 1 - ROCK SOCKETCL.
3"
CL.
6"CL.6"CONST.JT.
CONST.JT.
2
3
3'-6"1'-9"1'-9"1'-1"1'-1"8"8"#5 B2 BARS (EA. FACE))
3'-6"
1'-9"1'-9"2" CL.5-#9 B1
5-#9 B3
(TYP.)
2" CL.
(TYP.)
3" CL.
1'-0"9"9"1'-0"
#5 B2 (EA. FACE)
#5 B2 (EA. FACE)
#5 B2 (EA. FACE)
#4 U1
3"1208.83
1208.83
1164.64 1159.64
1162.31 1157.31
BENT NO. 3 SIMILAR.
BENT NO. 2 SHOWN.
BENT NO. 3 SIMILAR.
BENT NO. 2 SHOWN.
18-#11 M2 OR M3
18-#11 M2 OR M3
SP-7 (BENT 3)
SP-5 (BENT 2)
18-#11 M3 (BENT 3)
18-#11 M2 (BENT 2)
CONST.JT.
FOR COLUMN OR DRILLED SHAFT
2'-0'' LAP SPLICE OF SPIRAL
6"6"SP-7 (BENT 3)SP-5 (BENT 2)CONST.JT.6"6"SP-7 (BENT 3)SP-5 (BENT 2)FOR ROCK SOCKET OR DRILLED SHAFT
2'-0'' LAP SPLICE OF SPIRAL
3'-6"
3'-0"
ROCK SOCKET
DRILLED SHAFT &
{ COLUMN,
ROCK SOCKET
DRILLED SHAFT &
{ COLUMN,
&CAP
{ BENT
&CAP
{ BENT
OR SP-7
TO SP-5
6" CL.
SP-7 (BENT 3)
SP-5 (BENT 2)
@ 5‚" ALONG ARC
OR 18-#11 M3 (BENT 3)
18-#11 M2 (BENT 2)
28-#4 U1 @ 6" CTS.
#4 S4 THRU S9 @ 1'-0" CTS.
STIRRUPS @ 1'-0" CTS.
6-#4 S4 THRU #4 S9
SP-1 (TYP)
3" CL. TO
SP-1 (TYP.)3" CL. TOSP-1
(TYP.)
SP-5 OR SP-7
6" CL. TO
SP-6 (TYP)
3" CL. TO
SP-6
SP-1DRILLED SHAFT)3" (SP-1 INTOINTO COLUMN)3" (SP-5 OR SP-7SP-6DRILLED SHAFT
TOP OF
FOR CLASS 'A' REINFORCED CONCRETE
FOR STEEL REINFORCEMENT
FY = 60,000 psi.
F'C = 3000 psi. MIN. AT 28 DAYS
REINFORCEMENT:
BEVELED EDGES:
BEVEL ALL EXPOSED EDGES ƒ" UNLESS OTHERWISE NOTED.
MATERIALS DESIGN SPECIFICATIONS:
BENT NOTES
OF BARS UNLESS OTHERWISE SHOWN.
DIMENSIONS SHOWN FROM THE FACE OF CONCRETE TO BARS ARE TO CENTER
TO FACE OF CONCRETE IS 2 INCHES, UNLESS OTHERWISE NOTED.
SPACING OF BARS IS FROM CENTER TO CENTER OF BARS. CLEAR DISTANCE
TO SP-6
3" CL.
SP-6
3'-0"
ROCK SOCKET
DRILLED SHAFT &
{ COLUMN,
&CAP
{ BENT
@ 5‚" ALONG ARC
OR 18-#11 M3 (BENT 3)
18-#11 M2 (BENT 2)
TO SP-1
3" CL.
SP-1
2-#5 B2
2-#5 B2
DETAIL
SEE CONST. JT.
#4 S4 THRU S9 @ 1'-0" CTS.
#4 S10
6"6"1'-8"1'-10"2'-6"8"8"3"1'-6"1'-6"#5 B2 (EA. FACE)3"SB-17
DETAILS
BENT
PLAN
ELEVATION
PILE DATA
SECTION A-A
CONSTRUCTION JOINT DETAILS
DRILLED SHAFT
SECTION THRU
SECTION THRU COLUMN ROCK SOCKET
SECTION THRU
Sheet Number:
Date:
Drawn by:
Project Number:
08.23.2018
1634LAKE JAMES STATE PARK VISITOR CENTER121 W. JONES STREET, RALEIGH, NC 27603NORTH CAROLINA DIV. OF PARKS & RECREATIONRevisions
No.DateConsulting Engineers, Inc.828-253-2796ASHEVILLE, NC 288061318F PATTON AVENUENOT FOR CONSTRUCTIONRWW/MAFAIN
HT
OR LR
O
CA
ROFESSION
GE
NREINE
SEALPNAL
HA
R
DY L. W ILLI20777S
V&M PROJECT NO.: 31720-05100% CONSTRUCTION DOCUMENTS / SCO SUBMITTAL (Inclusive of SCO # 14-11351-01, Cove Bridge Project)SCO#: 16-14422-01ABAR TYPES
STRUCTURAL STEEL
ALL BAR DIMENSIONS ARE OUT TO OUT.
8"
2HK.
1
2'-8"4'-7"5"PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
3'-2"S1S1
S4 1'-0"1'-3'' LAP BAR N0.SIZE TYPE LENGTH WEIGHT
H1
H2
H3
H4
S1
S2
S3
V1
V2
STR.
STR.
STR.
STR.
STR.
STR.
15'-8"
12'-0"
2'-8"
15'-4"
2'-8"
3'-8"
3'-7"
8 7
2
4
2
4
4
4
15
10 4
4
1
2
22
4
4
44
H5
8
4 STR.
14'-0"
15'-8"256
19
102
27
10
1'-8" DIA.12 4 3 6'-6"
16
7
BILL OF MATERIAL FOR ONE END BENT
3
TIMBER DECK & NAILERS
TIMBER RAIL
87,920 LBS.
1,371 C.F.
490 L.F.
84
52
V2 4 44 STR.2'-8"7
54
(FOR ONE END BENT)
REINFORCING STEEL
(FOR ONE END BENT)
CLASS A CONCRETE BREAKDOWN
POUR #1 CAP
POUR #2 BACKWALL
TOTAL CLASS A CONCRETE 10.1 C.Y.
634 LBS.
8.9 C.Y.
1.2 C.Y.
10.1
TOTAL SUBSTRUCTURE BILL OF MATERIAL
END BENT NO. 1
BENT NO. 1
BENT NO. 2
BENT NO. 3
BENT NO. 4
END BENT NO. 2
TOTAL
CU. YDS.
CLASS A CONCRETE
21.6
10.1
24.0
24.8
21.1
LBS.
REINFORCING STEEL
NO.
HP 12x53 STEEL PILES
LIN. FT.
3634
5930
6364
6608
5770
634
25,940
3
6
101
101
202
SUPERSTRUCTURE BILL OF MATERIAL
ELASTOMERIC BEARINGS 30 EA.
S3 LENGTH
45
60
4560
POSITION OF PILE DURING WELDING.
DETAIL B
0'' TO „''
0'' TO „''0'' TO „''0'' TO „''PILE SPLICE DETAILS+10°-0°10°
0°
BACK GOUGE
BACK GOUGE
DETAIL A
DETAIL B
DETAIL A
PILE VERTICAL
OR VERTICAL
PILE HORIZONTAL
3'-2"2'-2"2'-5"2'-8"3'-0"3'-7"3'-3"S4S5S6S7S8S9HK.5•"5
3'-6"
5'-4"1'-5•"5'-1•"
4 6" PITCH6 5'-0"33'-0"9'-1"31'-5"36'-8"8'-1"SP-1SP-2SP-3SP-4SP-5SP-6SP-72'-6"
7
1'-4"2'-6"BAR N0.SIZE TYPE LENGTH WEIGHT
B1
B2
B3
S4
S6
S7
S8
S9
M1
STR.
STR.
STR.
13'-8"
8'-5"
8'-11"
10'-1"
11'-3"
49'-7"
59
2
5
5
2
4
9
2
24
4
5
5
2
18
4
11
S5
4
4
14'-2"
13'-8"232
13
245
11
12
57
14
15
TOTAL CLASS A CONCRETE 21.6 C.Y.
2.3 C.Y.
1
1
4
44
147 68SP-1
SP-2
SP-3
5
5
5
4
7
7
543'-5"
173'-3"
102'-5"
241
13
4742
363
116
N0.WEIGHT
5
2
5
2
2
2
2
-
10
232
13
2
11
12
14
15
-
-
1 68
241
13
N0.WEIGHT
5
2
5
2
2
2
2
-
10
232
13
2
11
12
14
15
-
-
1 68
241
13
N0.WEIGHT
5
2
5
2
2
2
2
-
4
232
13
2
11
12
57
14
15
-
1
1 68
241
13
116
M2 STR.51'-8"-11 18 4941 --
M3 STR.54'-0"-11 -18 5164 -
M4 STR.48-1"-11 --18 4598
-
-
4
44
-4 7 -SP-4
SP-5
SP-6
7
7
606'-5"
157'-6"
519'-10"
1
1
--
405
105
-
1
--
105
-
-
1
-44SP-7 7 637'-11"-1 426 -
-
-
-
-
-
-
BILL OF MATERIAL FOR:BENT 1 BENT 2 BENT 3 BENT 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
--
-
-
-
-44 8 28 28 118 ---6'-4"118
REINFORCING STEEL BENT 1 = 5930 LBS.
347
143 143
BENT 2 = 6364 LBS.BENT 4 = 5770 LBS.BENT 3 = 6608 LBS.
CLASS A CONCRETE BREAKDOWN
1.3 C.Y.POUR #1 ROCK SOCKET
POUR #2 DRILLED SHAFT
24.0 C.Y.
2.1 C.Y.
1.3 C.Y.
24.8 C.Y.
2.1 C.Y.
1.3 C.Y.
21.1 C.Y.
2.3 C.Y.
1.3 C.Y.
11.7 C.Y.11.2 C.Y.13.0 C.Y.13.8 C.Y.
6.3 C.Y.7.6 C.Y.7.6 C.Y.6.3 C.Y.POUR #4 CAP
111.7
POUR #3 COLUMN 39'-0"4'-1"124 336 12 33 12 33 12 33S10
8
3'-2"HK.5•"9'-5"
10'-7"
U1
MATERIAL
BILL OF
SB-18
WETLAND IMPACTS BUFFER IMPACTS SURFACE WATER IMPACTS
Existing Existing
Permanent Permanent Temp. Temp. Buffer Buffer Permanent Permanent Temp. Temp. Channel Channel
Sheet Site Station Structure Fill In Fill In Fill In Fill In Clearing Clearing Open Water Open Water SW SW Impacts Impacts
No.No.(From/To)Size / Type Wetlands Wetlands Wetlands Wetlands in Zone 1 In Zone 2 impacts impacts impacts impacts Permanent Temp.
(ac)(sq ft)(ac)(sq ft)(sq ft)(sq ft)(ac)(cubic yards)(ac)(sq ft)(ft)(ft)
4 N/A 5 Span, 240'-10" Total Length
Timber Deck on Steel I-Beams
1 END BENT NO. 1 Bridge Construction 536
Trail Construction 130 160
2 END BENT NO. 2 Bridge Construction 622
Trail Construction 103 160
SB-1 1 Drilled Pier No. 1 35' H x 3' 6" Diameter 12
SB-1 2 Drilled Pier No. 2 40' H x 3' 6" Diameter 14
SB-1 3 Drilled Pier No. 3 42' H x 3' 6" Diameter 15
SB-1 4 Drilled Pier No. 4 35' H x 3' 6" Diameter 12
SHEET TOTAL:0.00 0 0.00 0 1391 320 0.00 53 0.00 0 0 0
Note: Volumn of Fill in Open Water

ATN Revised 3/31/05
LAKE JAMES PEDESTRIAN BRIDGE AND CATAWBA RIVER BUFFER PERMIT IMPACT SUMMARY
Vaughn and Melton Consulting Engineers, Inc.