20211067 Ver 1_15801.1027014_Interim Plans_20210702

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
STRUCTURE
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS CONST.
DIVISION OF HIGHWAYS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
P.E.-
-
VICINITY MAP N.T.S.
LOCATION: CURRITUCK COUNTY
15801.1027014 4
PROFESSION
A
LE
NG INEER
N ORTH CARO
LINA
SEAL
043777 EKUD H BOCAJLICENSE #: C-1506
RALEIGH, NC 27601 [phone]
301 FAYETTEVILLE ST., SUITE 1500
2018 STANDARD SPECIFICATIONS
LETTING DATE :
PROJECT LENGTH
#07 = 0.03 MILE
DESIGN DATA
#07 ADT (2013) = 1,800

DEPART
ME
NT
OF TRANSPORTATIONSTATE OF NORT
H CAR
O
L
I
NACURRITUCK COUNTYCURRITUCK COUNTY
CURRITUCK COUNTY
TIP PROJECT: 15801.1027014CONTRACT: TBDDIEGO A. AGUIRRE, PhD, P.E.
JACOB H. DUKE, P.E.
15801.1027014
15801.1027014
Knotts Island
US Fish and Wildlife Service
Mackay Island National Widlife Refuge
APRIL 13, 2021
BRIDGE #260007 ON NC615 (MARSH CAUSEWAY) OVER CREEK OFF BACK BAY (COREY'S DITCH)
Prepared for the Office of:
NCDOT DIVISION ONE
113 AIRPORT DRIVE, SUITE 100
EDENTON, NC 27932
TYPE OF WORK:
AND PIPE PILES AT BENT 2
INTERIM SCOUR COUNTERMEASURES - INSTALLATION OF GEOSYNTHETIC AGGREGATE BAGS
PROJECT
END
PROJECT
BEGIN
260007
VIRGINIA
NORTH CAROLINA
Marsh Cswy
Knotts Island Rd1255
Brumley Rd
LINE
TO VA STATE
TO SR 1255
-EL-
36'-0"48'-0"48'-0"48'-0"
STRUCTURE
EXISTING
(TYP.)
STRUCTURE
EXISTING
EXISTING RIP RAP (TYP.)
APPROX. LIMITS OF
EXISTING RIP RAP (TYP.)
APPROX. LIMITS OF
À BENT 2
BY PREVIOUS STORM EVENTS
RIP RAP HAVE BEEN DISPLACED
VARIOUS PORTIONS OF
BY PREVIOUS STORM EVENTS
RIP RAP HAVE BEEN DISPLACED
VARIOUS PORTIONS OF
(TYP.)
(2006)
GROUND LINE
EXISTING
(TYP.)
LAYER 1
BAG UNIT
GEOSYNTHETIC AGGREGATE (TYP.)
(08/07/2020)
GROUND LINE
EXISTING
(TYP.)
LAYER 2
BAG UNIT
AGGREGATE
GEOSYNTHETIC
(TYP.)
LAYER 2
AGGREGATE BAG UNIT
GEOSYNTHETIC
(TYP.)
LAYER 1
AGGREGATE BAG UNIT
GEOSYNTHETIC
COMMUNCATIONS
JOINT USE: POWER AND
EXISTING AERIAL
PIPE PILES (TYP.)
24"x0.5" STEEL
PIPE PILES (TYP.)
24"x0.5" STEEL
EL. 0.0
NORMAL W.S
(TYP.)
STREAM BANK
EXISTING
ELEVATIONS
PILE CUT OFF
SEE SHEET S-3 FOR
23+50 24+00 24+50 25+00 25+50
10
20
15
5
0
SHEET 1 OF 2
-5
-10
-15
23+00
-20
-25
-30
JACOB H. DUKE
FIDEL L. FLORES
PLAN
SPAN 1 SPAN 2 SPAN 3 SPAN 4
END BENT 1 BENT 1 BENT 2 BENT 3 END BENT 2
SECTION ALONG -EL-
BACK BAY
C
O
R
E
Y'S
DI
T
C
H
(SECTIONS AT BENTS AND END BENTS ARE AT RIGHT ANGLES)
E
B
B
TI
D
E
SPAN 1 SPAN 2 SPAN 3 SPAN 4
END BENT 1
WP#1
BENT 1
WP#2
BENT 2
WP#3
BENT 3
WP#4
END BENT 2
WP#5
S-1

(COREY'S DITCH)
CREEK OFF BACK BAY
(MARSH CAUSEWAY) OVER THE
FOR BRIDGE ON NC 615
GENERAL DRAWING
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
DRAWN BY :
CHECKED BY :
DATE :
DATE :
2/12/2021
jduke
15801.1027014_SMU_GD01_260007.dgn
DATE :DESIGN ENGINEER OF RECORD:PROFESSION
A
LE
NG INEERNORTHCAROLINA
SEAL
043777 EKUD H BOCAJ
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
4NC FIRM LICENSE: C-1506
RALEIGH, NC 27601 [phone]
301 FAYETTEVILLE ST., SUITE 1500
BRIDGE NO.260007
105801.1027014
CURRITUCK
JACOB H. DUKE 12/2020
12/2020
12/2020
LOCATION SKETCH
PERFORM AND COMPLETE THE PROJECT.
ROADWAYS, UTILITIES, THE SURROUNDING AREA, AND ANY OTHER ASPECTS THAT MAY BE NECESSARY TO
THE CONTRACTOR SHALL CONFIRM, THROUGH OTHER SOURCES, SPECIFIC INFORMATION REGARDING BRIDGES,
INFORMATION INDICATED ON THE LOCATION SKETCH SHALL BE CONSIDERED GENERAL INFORMATION ONLY.
GENERAL NOTES
SHEET 2 OF 2
JACOB H. DUKE
FIDEL L. FLORES S-2

DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "B3445-1"
WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
NORTHING: 1029577.6814(ft) EASTING: 2888649.1390(ft)
ELEVATION: 2.95(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 1.000132062
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"B3445-1" TO -L- STATION IS

ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
(COREY'S DITCH)
CREEK OFF BACK BAY
(MARSH CAUSEWAY) OVER THE
FOR BRIDGE ON NC 615
GENERAL DRAWING
LATITUDE LONGITUDE
BRIDGE COORDINATES
36°32' 24.73"75°58' 20.56"
TOTAL
TOTAL BILL OF MATERIAL

SQ. FT.
BAG UNIT
AGGREGATE
GEOSYNTHETIC
1425
LIN. FT.
PILES
STEEL
GALVANIZED
PP 24" X 0.5"
384
EA.
PILES
GALVANIZED STEEL
FOR PP 24 X 0.50
EQUIPMENT SETUP
PILE DRIVING
4
BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE.
DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING
INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER AGAINST THE
THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST INFORMATION AVAILABLE. SINCE THIS
THE CONTRACTOR SHALL CONTAIN AND EXPOSE OF COLLECTED DRIFT MATERIALS OFF SITE, AT NO ADDITIONAL COST TO THE DEPARTMENT.
THE CONTRACTOR SHALL NOT ALLOW, AT ANY TIME, ANY DRIFT MATERIALS TO FLOW DOWNSTREAM OF THE PROJECT SITE.
FOR GEOSYNTHETIC AGGREGATE BAG UNIT, SEE SPECIAL PROVISIONS.
FOR WORK IN, OVER OR ADJACENT TO NAVIGABLE WATERS, SEE SPECIAL PROVISIONS.
FOR MAINTENANCE OF WATER TRAFFIC, SEE SPECIAL PROVISIONS.
FOR SECURING OF VESSELS, SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.
FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE SHEET SN.
PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL A COMPLETE SEQUENCE OF TASKS FOR EACH OPERATION AFFECTING THE BRIDGE STRUCTURE AND/OR TRAFFIC.
FOR CONTROL OF TRAFFIC AND LIMITS OF PHASING OF CONSTRUCTION, SEE TRANSPORTATION MANAGEMENT PLANS.
STRUCTURE, THE DAMAGED AREA SHALL BE REPAIRED OR REPLACED IN A MANNER SATISFACTORY TO THE ENGINEER AT NO ADDITIONAL COST TO THE DEPARTMENT.
THE CONTRACTOR SHALL PERFORM ALL WORK WITH CARE SO THAT THE EXISTING STRUCTURE WHICH IS TO REMAIN IN PLACE WILL NOT BE DAMAGED. IF THE CONTRACTOR DAMAGES ANY PART OF THE EXISTING
FOR GEOSYNTHETIC AGGREGATE BAG UNITS, SEE SPECIAL PROVISIONS.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL STATE AND FEDERAL SAFETY REQUIREMENTS.
FOR UTILITY INFORMATION, SEE UTILITY PLANS AND SPECIAL PROVISIONS.
SEE TRANSPORTATION MANAGEMENT PLANS FOR LANE WIDTHS, SEQUENCING AND OTHER TRAFFIC CONTROL MEASURES FOR STAGING OF EQUIPMENT AND PHASING OF WORK.
THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1.
ASSUMED LIVE LOAD FOR REPAIRS = HL93. (DESIGN BASED OFF ORIGINAL PLANS)
DO NOT SCALE DRAWINGS FOR DIMENSIONS NOT GIVEN.
ALL DIMENSIONS ARE IN FEET AND INCHES.
BL-3
NC
615
(MARSH
CAUSEWAY) 19
' BST
-EL-
-EL-
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
DRAWN BY :
CHECKED BY :
DATE :
DATE :
2/12/2021
jduke
15801.1027014_SMU_GD02_260007.dgn
DATE :DESIGN ENGINEER OF RECORD:PROFESSION
A
LE
NG INEERNORTHCAROLINA
SEAL
043777 EKUD H BOCAJ
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
4NC FIRM LICENSE: C-1506
RALEIGH, NC 27601 [phone]
301 FAYETTEVILLE ST., SUITE 1500
BRIDGE NO.260007
105801.1027014
CURRITUCK
JACOB H. DUKE 12/2020
12/2020
12/2020
BEGIN BRIDGE END BRIDGE
TO VA STATE LINE
TO SR 1255
NC 615 (MARSH CAUSEWAY)
BACK BAY
COREY'S DITCH
-EL-
PILES (TYP.)
24" • PIPE
À BENT 2
8'-6"10'-6"5'-0"5'-0"STRUCTURE
EDGE OF EXISTING
STRUCTURE
EDGE OF EXISTING
LAYER 2 (TYP.)
BAG UNIT
AGGREGATE
GEOSYNTHETIC
LAYER 1 (TYP.)
BAG UNIT
AGGREGATE
GEOSYNTHETIC
PIPE PILE (TYP.)
EXISTING
STEEL PIPE PILE
24 x 0.5 GALVANIZED
8'-6"10'-6"5'-0"5'-0"77'-0" |D
D/2|D/2|
MWS EL.
LAYER 2
GEO BAG UNIT
LAYER 1
GEO BAG UNIT
(SEE NOTE 8, UNDER ``NOTES'')
GEO BAG UNITS
LOOP FOR TYING OFF
PROPOSED ANCHOR ATTACHMENT
(SEE NOTE 7, UNDER ``NOTES'')
GEO BAG UNITS INTO PLACE
LOADING POINT FOR WINCHING
BENT 2
WP #2

COUNTERMEASURES
SCOUR
DETAILS
FIDEL L. FLORES
JACOB H. DUKE
NOTES:
S-3

STACKING DETAIL
GEOSYNTHETIC AGGREGATE BAG
AND
24" • PIPE PILE DETAILS
PILE NOTES:
AT BENT #2
SCOUR COUNTERMEASURES
BAG UNIT PLACEMENT)
(GEOSYNTHETIC AGGREGATE
PIPE PILE PLATE DETAIL
24'' ~ X ƒ'' }
``D''
ELEVATION NO HIGHER THAN -95 FT.
INSTALL PILES ON BOTH SIDES OF BENT 2 TO A TIP8.
OF 10 TONS PER PILE.DRIVING RESISTANCE
DRIVE PIPE PILES FOR WINCHING AT BENT 2 TO A REQUIRED 7.
FACTORED RESISTANCE OF 5 TONS PER PILE.
PIPE PILES FOR WINCHING AT BENT 2 ARE DESIGNED FOR A 6.
SPECIFICATIONS AND AWS D1.1.
PILE SPLICES SHALL BE IN ACCORDANCE WITH THE STANDARD5.

DURING INSTALLATION OR DRIVING.
ENGINEER PILES THAT ARE DAMAGED, DEFORMED OR COLLAPSED
REMOVE AND REPLACE OR REPAIR TO THE SATISFACTION OF THE4.

SECTION 450 OF THE STANDARD SPECIFICATIONS.
PIPE PILE PLATES, IF REQUIRED, SHALL BE IN ACCORDANCE WITH 3.

WITH SECTION 1076 OF THE STANDARD SPECIFICATIONS.
GALVANIZE FULL LENGTH OF STEEL PIPE PILES IN ACCORDANCE 2.

THE STANDARD SPECIFICATIONS.
PIPE PILES SHALL BE IN ACCORDANCE WITH SECTION 1084 OF 1.
{ PILE SPLICE
PIPE PILE SPLICE DETAIL
STEEL PILE
GALVANIZED
PP 24 X 0.50
SHEET 1 OF 2
FOR ANCHOR ATTACHMENT TIE-OFF DETAILS, SEE SHEET S-4.8.
DETAILS.CONTRACTOR TO PROVIDE WINCHING CONNECTION7.
UNIT.
INCIDENTAL TO THE COST OF THE GEOSYNTHETIC AGGREGATE BAG
ALL CONNECTIONS AND WIRE ROPE SHALL BE CONSIDERED 6.
24" • PIPE PILES.
TIE CABLES OFF WITH CROSBY CLAMPS AND ANCHOR TO PROPOSED5.
ROPE. FOR MORE INFORMATION, SEE SPECIAL PROVISIONS.
LIFTING LOOPS AND SECURE TO PILES WITH GALVANIZED …" WIRE
SECURE EACH LAYER OF AGGREGATE BAGS TOGETHER THROUGH4.
FOR GEOSYNTHETIC AGGREGATE BAG UNITS, SEE SPECIAL PROVISIONS.3.
CENTER OF PILE).
FROM ANY EXISTING PILE (MEAUSURED FROM CENTER OF PILE TO
PROPOSED PILES ARE TO BE PLACED A MINIMUM OF 8'-0" 2.
FIELD ADJUSTED AS APPROVED BY THE ENGINEER.
PROPOSED PIPE PILE LOCATIONS ARE APPROXIMATE AND MAY BE1.
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
DRAWN BY :
CHECKED BY :
DATE :
DATE :
2/12/2021
jduke
15801.1027014_SMU_B02_DET01_260007.dgn
DATE :DESIGN ENGINEER OF RECORD:PROFESSION
A
LE
NG INEERNORTHCAROLINA
SEAL
043777 EKUD H BOCAJ
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
4NC FIRM LICENSE: C-1506
RALEIGH, NC 27601 [phone]
301 FAYETTEVILLE ST., SUITE 1500
BRIDGE NO.260007
105801.1027014
CURRITUCK
JACOB H. DUKE 12/2020
12/2020
12/2020
FOR WINCH LOADING
1.0 KIP. DESIGN FORCE
GEOSYNTHETIC BAG DIAMETER
EL 0.0
EL -31.0
SCOURED GROUNDLINE
APPROX. EXIST.
EL -28.0
EL -36.0
EL 1.0
WATER SURFACE
BAG INSTALLATION
FINAL CUT-OFF AFTER GEO
LAYER 1
GEO BAG UNIT
LAYER 2
GEO BAG UNIT
…" WIRE ROPE
(TYP.)
LIFTING LOOP
GEO BAG UNIT24" • PIPE PILE
PROPOSED
DETAIL
SEE ANCHOR ATTACHMENT
24" • PIPE PILE
EXISTING
DETAIL
SEE ANCHOR ATTACHMENT
24" • PIPE PILE
PROPOSED
…" WIRE ROPE THIMBLE
WIRE ROPE
5-TON SHACKLE
24" ~ PIPE PILE
PROPOSED
TO GEO BAG UNIT
GEO BAG UNIT TIE-OFF VIEW
EL. -31.0 |
EL. -36.0 |
EXISTING GROUND LINE
NOTES:

COUNTERMEASURES
SCOUR
DETAILS
SHEET 2 OF 2
S-4

JACOB H. DUKE
FIDEL L. FLORES
ANCHOR ATTACHMENT DETAILU-BOLTCLIPS WITH(3) WIRE ROPEU-BOLTSCLIPS WITH(3) WIRE ROPEUNITS
ANCHOR LINES CONNECTING GEO BAG
FOR ATTACHING WIRE ROPE TO
USE SIMILAR ATTACHMENT SETUPNOTE:
GE BAG UNIT LAYER.
EACH PILE MUST HAVE A MINIMUM OF ONE CONNECTION MADE TO EACH3.
TO ALLOW FOR GEO BAG UNIT ARTICULATION.
INSTALL WIRE ROPE WITH A MAXIMUM VERTICAL DEFLECTION OF 6 IN.2.
FOR GEOSYNTHETIC AGGREGATE BAG UNITS, SEE SPECIAL PROVISIONS.1.
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
DRAWN BY :
CHECKED BY :
DATE :
DATE :
2/12/2021
jduke
15801.1027014_SMU_B02_DET02_260007.dgn
DATE :DESIGN ENGINEER OF RECORD:PROFESSION
A
LE
NG INEERNORTHCAROLINA
SEAL
043777 EKUD H BOCAJ
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
4NC FIRM LICENSE: C-1506
RALEIGH, NC 27601 [phone]
301 FAYETTEVILLE ST., SUITE 1500
BRIDGE NO.260007
105801.1027014
CURRITUCK
JACOB H. DUKE 12/2020
12/2020
12/2020
STRUCTURAL STEEL:
ETC. IN CASTING SUPERSTRUCTURES:
ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT,
REINFORCING STEEL:
HANDRAILS AND POSTS:
SPECIAL NOTES:
STRESS IN EXTREME FIBER OF
IMPACT ALLOWANCE
LIVE LOAD
27,000 LBS. PER SQ. IN.
20,000 LBS. PER SQ. IN.
DESIGN DATA:
SPECIFICATIONS
JANUARY, 1990
DOWELS:
MATERIAL AND WORKMANSHIP:
CONCRETE:
EQUIVALENT FLUID PRESSURE OF EARTH - - - - -
OF TIMBER
COMPRESSION PERPENDICULAR TO GRAIN
CONCRETE IN COMPRESSION
CONCRETE IN SHEAR SEE A.A.S.H.T.O.
CONCRETE CHAMFERS:
24,000 LBS. PER SQ. IN.
27,000 LBS. PER SQ. IN.
STRUCTURAL STEEL - AASHTO M270 GRADE 36
- AASHTO M270 GRADE 50W
- AASHTO M270 GRADE 50
REV. 6-16-95 EEM ( ) RGW
ENGLISH
REV. 8-16-99 RWW ( ) LES
REV. 5-7-03 RWW ( ) JTE
REV. 5-1-06 TLA ( ) GM
2/12/2021
jduke
15801.1027014_SMU_SN_260007.dgn STD. NO. SNREV. 10-1-11 MAA ( ) GM
SEE A.A.S.H.T.O.

SEE PLANS

A.A.S.H.T.O. (CURRENT)
BE HOT ROLLED.
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL
N. C. DEPARTMENT OF TRANSPORTATION.
THE 2018 ``STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE
PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
BE USED FOR SLOPE PROTECTION AND RIP RAP.
ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT:
UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE
WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS.
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A ‚" RADIUS
ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES
SHALL BE ROUNDED WITH A ‚" FINISHING TOOL UNLESS OTHERWISE REQUIRED
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS
TOP CORNERS OF CURBS MAY BE ROUNDED TO 1•" RADIUS WHICH IS BUILT
STRUCTURES SHALL BE CHAMFERED ƒ" WITH THE FOLLOWING EXCEPTIONS:
UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON
PLACE WITH 1:2 CEMENT MORTAR.
BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL
FALSEWORK OR FORMS IS STARTED.
BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE
AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL
DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE
CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES
AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE
ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK,
IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN
ACTUAL BEAM CAMBER.
TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND
BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED
ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH
BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE
UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED
FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING
GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS
ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED
ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD
SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE.
BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS.
BE LAPPED TO LOCK LEGS ON ADJOINING PIECES.
LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL
INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS
WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE
TO OUT AS INDICATED ON PLANS.
IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT
PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
OR METALLIZING.
EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING,
ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY ˆINCH OR
SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY
WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER
ELECTROSLAG WELDING WILL NOT BE PERMITTED.
TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS " BRIDGE WELDING CODE".
EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM
DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESS
EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST Š" IN THICKNESS AND
SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE
PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION,
EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER
BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-O".
STUDS FOR 4 - ƒ" ~ STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST
ALONG THE BEAM AS SHOWN FOR ƒ" ~ STUDS BASED ON THE RATIO OF 3 - ‡" ~
SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF ‡" ~ STUDS
THE RATE OF 3 - ‡" ~ STUDS FOR 4 - ƒ" ~ STUDS, AND STUD SPACING CHANGES
ƒ" ~ STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT
AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE ‡" ~ SHEAR STUDS FOR THE
NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS.
BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL
REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL
FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE
AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE.
METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE
RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.
ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM
RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN
METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL
SPECIFICATIONS ARTICLE 105-4.
OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE
GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN
GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL
REV. 12-17 MAA ( ) THC
1,200 LBS. PER SQ. IN.
1,800 LBS. PER SQ. IN.
375 LBS. PER SQ. IN.
30 LBS. PER CU. FT.
(MINIMUM)
STANDARD NOTES
- -
- -
- - -
- -
- - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - -
- - - EXTREME FIBER STRESS
STRUCTURAL TIMBER - TREATED OR UNTREATED
REINFORCING STEEL IN TENSION - GRADE 60