36C24219B0010-002.pdf

0.8 MILES AHEAD

LOCAL TRAFFIC ONLY

BRIDGE CLOSED

R11-3a

D3-1

M4-10R

M4-8

D3-1

M6-3

M4-8

D3-1

M6-1L

M4-8

D3-1

M6-1R

M4-8a

END

DETOUR

D3-1

MOUNT ON TYPE III BARRICADE

R11-3a

D3-1

R11-3a

ROAD

CLOSED

R11-2

DETOUR DETOUR DETOUR

DETOUR

0.7 MILES AHEAD

LOCAL TRAFFIC ONLY

BRIDGE CLOSED

0.2 MILES AHEAD

LOCAL TRAFFIC ONLY

BRIDGE CLOSED

B

C

E

D F

B B

C

G

H

G

D E

CBA

B

H

H

F

A

G

A

A

A

A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROFESSIONAL ENGINEERS

P.O. BOX 344 - 23 Mechanic Street

Springville, New York 14141-0344

RJR ENGINEERING, P.C.

www.rjrpc.com

DETOUR PLAN AND NOTES CONSTRUCTION

DOCUMENTS

BATH VA DESIGN OF BRIDGE

REHABILITATION

76 VETERANS AVE

BATH, NY 14810

2018-02-12

GC101

N/A

528A6-17-602

DLK MRB

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

860 Hooper Road

Endwell, New York 13760

Tel: 607.231.6600

Fax: 607.231.6650

Email: mail@delta-eas.com

Web: www.delta-eas.com

SEE BRIDGE CLOSURE PLAN

GENERAL NOTES FOR WORK ZONE TRAFFIC CONTROL

1. THE CONTRACTOR SHALL BE AWARE THAT MAINTENANCE AND PROTECTION OF TRAFFIC IS VERY CRITICAL AND SHALL BE PROVIDED IN ACCORDANCE WITH VA TIL SPEC SECTIONS 013526 SAFETY REQUIREMENTS AND 347113 VEHICLE BARRIERS, THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES WITH NYS SUPPLEMENT, AND ALL OTHER APPLICABLE PROVISIONS

CONTAINED IN THE CONTRACT.

2. THE CONTRACTOR MAY SUBMIT REVISIONS TO THIS PLAN FOR APPROVAL, BUT ANY CHANGE THAT ALTERS THE BASIC

CONCEPTS OF THE PLAN MUST BE APPROVED BY THE ENGINEER.

3. ALL CONSTRUCTION VEHICLES AND EQUIPMENT OPERATING WITHIN THE TRAVEL LANES, SHOULDER, AND CLEAR ZONE AREA SHALL BE EQUIPPED WITH A MINIMUM OF ONE HIGH INTENSITY FLASHING AMBER BEACON MOUNTED ON THE VEHICLE SO THAT IT IS VISIBLE TO APPROACHING TRAFFIC FROM ALL DIRECTIONS, AS APPROVED BY THE EIC.

4. CONSTRUCTION EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE ROADSIDE AREA DURING NON-WORKING HOURS.

THIS EQUIPMENT AND MATERIAL SHALL NOT BE STORED WITHIN 30 FT OF THE EDGE OF TRAVEL LANE, OR A DISTANCE AS

ORDERED BY THE ENGINEER.

5. THE CONTRACTOR SHALL PROVIDE 5 EACH TYPE III BARRICADES AT EACH END OF THE ROAD CLOSURE.

DELINEATION DEVICES

1. DELINEATION DEVICES, INCLUDING CONES, DRUMS, TUBULAR MARKERS AND TEMPORARY PAVEMENT MARKINGS, SHALL BE

PROVIDED AS DIRECTED BY THE ENGINEER.

2. EACH TYPE III CONSTRUCTION BARRICADE AND R11-2 SIGN SHALL HAVE TYPE 'A' FLASHING LOW INTENSITY LIGHTING.

Rev. 0 - CONSTRUCTION DOCUMENTS 2/26/18

2/22/2018

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROFESSIONAL ENGINEERS

P.O. BOX 344 - 23 Mechanic Street

Springville, New York 14141-0344

RJR ENGINEERING, P.C.

www.rjrpc.com

860 Hooper Road

Endwell, New York 13760

Tel: 607.231.6600

Fax: 607.231.6650

Email: mail@delta-eas.com

Web: www.delta-eas.com

TITLE SHEET AND DRAWING INDEX CONSTRUCTION

DOCUMENTS

BATH VA DESIGN OF BRIDGE

REHABILITATION

76 VETERANS AVENUE

BATH, NY 14810

2018-02-26

GI001

N/A

528A6-17-602

DJS DGA

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

BATH VAMC

DETAIL NUMBER

DRAWING REF NUMBER

DETAIL NUMBER

DRAWING REF NUMBER

VIEWING

DIRECTION

VIEW TITLE

BUILDING/WALL SECTION CUT

NORTH ARROW

DRAWING SYMBOLS

SCALE: X" = 1'-0"

DETAIL TITLEXX

XXXXX

XXXXX

X

REV.0 - CONSTRUCTION DOCUMENTS 2018/02/26

DRAWING LIST

DRAWING NUMBER DRAWING TITLE

GENERAL

GI001 TITLE SHEET AND DRAWING INDEX

GI002 GENERAL NOTES

GC101 DETOUR PLAN AND NOTES

STRUCTURAL

S-101 BRIDGE PLAN AND SECTIONS

S-102 FRAMING PLAN AND TRUSS ELEVATION

S-103 SUPERSTRUCTURE SLAB PLAN AND DETAILS

S-104 JOINT DETAILS

S-105 STRUCTURAL STEEL DETAILS 1

S-106 STRUCTURAL STEEL DETAILS 2

SB401 STRUCTURAL WEST ABUTMENT REPAIR DETAILS

SB402 STRUCTURAL EAST ABUTMENT REPAIR DETAILS

SB501 CONCRETE REPAIR DETAILS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROFESSIONAL ENGINEERS

P.O. BOX 344 - 23 Mechanic Street

Springville, New York 14141-0344

RJR ENGINEERING, P.C.

www.rjrpc.com

GENERAL NOTES CONSTRUCTION

DOCUMENTS

BATH VA DESIGN OF BRIDGE

REHABILITATION

76 VETERANS RD

BATH, NY 14810

2018-02-12

GI002

N/A

528A6-17-602

DLK MRB

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

860 Hooper Road

Endwell, New York 13760

Tel: 607.231.6600

Fax: 607.231.6650

Email: mail@delta-eas.com

Web: www.delta-eas.com

GENERAL NOTES

DESIGN SPECIFICATIONS: NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES WITH ALL PROVISIONS IN EFFECT AS OF FEBRUARY 2018. (FOR DESIGN PURPOSES, COMPRESSIVE STRENGTH OF CONCRETE FOR SUBSTRUCTURES AND DECKS SLABS AT 28 DAYS : fc = 3000 psi)

CONSTRUCTION AND MATERIALS SPECIFICATIONS: VA TIL MASTERSPEC WITH REFERENCES TO THE STANDARD SPECIFICATIONS, CONSTRUCTION AND MATERIALS, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, OFFICE OF ENGINEERING, DATED

JANUARY 1, 2018, WITH ADDITIONS AND MODIFICATIONS.

DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE INTENTIONALLY DRAWN NOT TO SCALE FOR CLARITY. ALL OTHER DETAILS FOR WHICH NO SCALE IS SHOWN ARE DRAWN PROPORTIONAL AND ARE FULLY DIMENSIONED.

THE COST OF ALL JOINT MATERIAL SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS ITEMS OF THE

CONTRACT, UNLESS OTHERWISE SPECIFIED ON THE PLANS.

THIS STRUCTURE CONTAINS FRACTURE-CRITICAL MEMBERS. THESE MEMBERS ARE IDENTIFIED ON THE PLANS. IF REPAIRS TO THESE MEMBERS OR ADJACENT MEMBERS NEED TO BE DONE, THE CONTRACTOR SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF THE VA TIL MASTERSPEC WITH REFERENCES TO SECTION 9 OF THE NEW YORK STATE STEEL

CONSTRUCTION MANUAL. (SCM).

THE LOAD RATINGS ARE IN ACCORDANCE WITH THE AASHTO MANUAL FOR BRIDGE EVALUATION.

DIMENSIONS FOR THICKNESS OF STEEL ROLLED ANGLE SHAPES AND STRUCTURAL TUBING ARE SHOWN ACCORDING TO

THE AISC MANUAL

THIS BRIDGE, INCLUDING EXISTING ELEMENTS AND THOSE REPAIRED OR REPLACED UNDER THIS CONTRACT, SHALL BE MAINTAINED IN ACCORDANCE WITH THE GUIDELINES CONTAINED IN THE CURRENT EDITION OF THE AASHTO

MAINTENANCE MANUAL: THE MAINTENANCE MANAGEMENT OF ROADWAYS AND BRIDGES.

SUPERSTRUCTURE NOTES

ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A709 GRADE 36 UNLESS OTHERWISE NOTED.

THE CONTRACTORS ATTENTION IS DIRECTED TO THE PROVISIONS OF THE CURRENT SPECIFICATIONS FOR SUPERSTRUCTURE SLABS, WHICH ALLOW THE OPTION OF 3 FORMING SYSTEMS FOR THE UNDERSIDE OF THE SLABS.

HOWEVER, ON THIS BRIDGE, ONLY THE FOLLOWING OPTION(S) WILL BE PERMITTED:(PERMANENT CORRUGATED METAL

AND REMOVABLE WOODEN FORMS ARE ALLOWED).

THE STRUCTURAL STEEL FOR THIS BRIDGE SHALL BE PARTIALLY PAINTED. FINISH COLOR SHALL MATCH EXISTING STRUCTURE.

REMOVAL NOTES

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENTS OF VA TIL SPEC SECTION 013526 SAFETY REQUIREMENTS. A REMOVAL PLAN, SIGNED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK, SHALL BE SUBMITTED TO THE ENGINEER THIRTY (30) DAYS PRIOR TO BEGINNING THE DEMOLITION.

RECONSTRUCTION NOTES

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT, DUE TO THE NATURE OF RECONSTRUCTION PROJECTS, THE EXACT EXTENT OF RECONSTRUCTION WORK CANNOT ALWAYS BE ACCURATELY DETERMINED PRIOR TO THE COMMENCEMENT OF WORK. THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON FIELD INSPECTION AND OTHER INFORMATION AVAILABLE AT THE TIME. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK QUANTITIES. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH FIELD CONDITIONS.

THE CONTRACTOR SHALL VERIFY DIMENSIONS NECESSARY FOR THE PROPER FIT OF STEEL PIECES PRIOR TO THE FABRICATION OF THE STEEL. THE COST OF FIELD VERIFYING DIMENSIONS SHALL BE INCLUDED IN THE STRUCTURAL STEEL ITEMS.

THE CONTRACTOR SHALL PERFORM ALL WORK WITH CARE SO THAT ANY MATERIALS WHICH ARE TO REMAIN IN PLACE, OR WHICH ARE TO REMAIN THE PROPERTY OF THE OWNER, WILL NOT BE DAMAGED. IF THE CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO REMAIN IN PLACE OR WHICH ARE TO REMAIN THE PROPERTY OF THE OWNER, THE DAMAGED MATERIALS SHALL BE REPAIRED OR REPLACED IN A MANNER SATISFACTORY TO THE ENGINEER AT THE EXPENSE OF THE CONTRACTOR.

WHENEVER ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED OF, THE COST OF SUPPLYING A

DISPOSAL AREA AND TRANSPORTATION TO THAT AREA SHALL BE INCLUDED IN THE CONTRACT.

DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT BE ALLOWED TO DROP WASTE CONCRETE, DEBRIS AND OTHER MATERIAL TO THE AREA BELOW THE BRIDGE EXCEPT WHERE THE PLANS SPECIFICALLY PERMIT THE DROPPING OF MATERIAL.

PLATFORMS, NETS, SCREENS OR OTHER PROTECTIVE DEVICES SHALL BE USED TO CATCH THE MATERIAL. IF THE ENGINEER DETERMINES THAT ADEQUATE PROTECTIVE DEVICES ARE NOT BEING EMPLOYED, THE WORK SHALL BE SUSPENDED UNTIL

ADEQUATE PROTECTION IS PROVIDED.

ALL MATERIAL FALLING ON THE AREA BELOW AND ADJACENT TO THE BRIDGE SHALL BE REMOVED AND DISPOSED OF BY THE

CONTRACTOR AT NO COST TO THE OWNER.

THE COST OF FURNISHING, INSTALLING, MAINTAINING, REMOVING AND DISPOSING OF ALL PLATFORMS, NETS, SCREENS OR OTHER PROTECTIVE DEVICES SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE APPROPRIATE ITEMS OF THE CONTRACT.

THE DETAILS ON DRAWINGS SB401, SB402, AND SB501 INDICATE THE SPALLS, SCALES AND CRACKS NOTED ON A FIELD INSPECTION BY THE DESIGNER. ALL OF THE MAJOR AREAS OF SPALLING, SCALING AND CRACKING KNOWN TO EXIST AT THE TIME OF CONTRACT PREPARATION HAVE BEEN SHOWN TO INDICATE THE APPROXIMATE EXTENT OF DETERIORATION

THAT WILL HAVE TO BE REPAIRED BY THE CONTRACTOR.

AREAS OF CONCRETE DETERIORATION SHALL BE REPAIRED USING SPECIFICATION SECTION 033000 CAST-IN-PLACE CONCRETE.

ALL CONCRETE SURFACES RECEIVING NEW CONCRETE SHALL BE SANDBLASTED.PRIOR TO THE APPLICATION OF NEW CONCRETE, THE SURFACES SHALL BE AIR CLEANED THEN PRE-WET FOR 12 HOURS. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK. THE COST SHALL BE INCLUDED IN THE VARIOUS CONCRETE ITEMS IN THE CONTRACT.

THE FOLLOWING CONCRETE ELEMENTS SHALL BE SEALED ACCORDING TO PROTECTIVE SEALING OF STRUCTURAL CONCRETE:

EXPOSED SURFACES OF ABUTMENTS AND WINGWALLS.

IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO CONFIRM THE LENGTHS OF EXISTING STRUCTURAL STEEL COMPONENTS

TO BE REPLACED PRIOR TO THE FABRICATION OF THE REPLACEMENT COMPONENTS.

IF THE STRUCTURE HAS A BRIDGE IDENTIFICATION NUMBER (B.I.N.) PLATE ATTACHED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IT DURING CONSTRUCTION OR REMOVE AND REMOUNT IT AFTER CONSTRUCTION IS COMPLETED.

CLEANING STRUCTURAL STEEL ON EXISTING BRIDGES:

BIN # 5524130

IT IS ANTICIPATED THAT A SIGNIFICANT PORTION OF THE STRUCTURAL STEEL IN THE BRIDGE(S) IDENTIFIED ABOVE WILL REQUIRE NEAR WHITE METAL BLAST CLEANING IN ACCORDANCE WITH VA TIL SPEC SECTION 051200 STRUCTURAL STEEL FRAMING. THEREFORE, BIDDERS SHOULD INSPECT THE BRIDGE(S) CAREFULLY PRIOR TO SUBMITTING BIDS.

THE CONTRACTOR SHALL KEEP ALL BRIDGE DRAINS CLEAN AND FREE FLOWING DURING THE LIFE OF THE CONTRACT.

THE COST HALL BE INCLUDED IN THE VARIOUS SUPERSTRUCTURE ITEMS IN THE CONTRACT.

STREAM PROTECTION NOTES

DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO PREVENT OR REDUCE TO A MINIMUM ANY DAMAGE TO ANY STREAM FROM POLLUTION BY DEBRIS, SEDIMENT, OR OTHER FOREIGN

MATERIAL, OR FROM MANIPULATION OF EQUIPMENT AND/OR MATERIALS IN OR NEAR SUCH STREAMS. THE CONTRACTOR SHALL NOT RETURN DIRECTLY TO A STREAM ANY WATER WHICH HAS BEEN USED FOR WASH PURPOSES OR OTHER SIMILAR OPERATIONS WHICH CAUSE THIS WATER TO BECOME POLLUTED WITH SAND, SILT, CEMENT, OIL, OR OTHER IMPURITIES. IF THE CONTRACTOR USES WATER FROM A STREAM, THE CONTRACTOR SHALL CONSTRUCT AN INTAKE OR TEMPORARY DAM REQUIRED

TO PROTECT AND MAINTAIN WATER RIGHTS AND TO SUSTAIN FISH LIFE DOWNSTREAM.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROFESSIONAL ENGINEERS

P.O. BOX 344 - 23 Mechanic Street

Springville, New York 14141-0344

RJR ENGINEERING, P.C.

www.rjrpc.com

BRIDGE PLAN AND SECTIONS CONSTRUCTION

DOCUMENTS

BATH VA DESIGN OF BRIDGE

REHABILITATION

76 VETERANS AVE

BATH, NY 14810

2018-02-12 S-101

N/A

528A6-17-602

DLK MRB/TMD

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

EXISTING BRIDGE SECTION

SCALE: 3/8" = 1'-0"

SW

LA

NE

LA

NE

SW

* TO BE REMOVED (INCLUDING STEEL DECKING)

NOTE: UTILITIES AND SUPPORTS NOT SHOWN FOR CLARITY

860 Hooper Road

Endwell, New York 13760

Tel: 607.231.6600

Fax: 607.231.6650

Email: mail@delta-eas.com

Web: www.delta-eas.com

S2

S1

S3

S4

10'-0" 10'-0"

2'-11" 6'-4" 2'-1"

8 1 /2"

2"

1'-4"

W 18X50

TYP. S1, S4

W 21X59

TYP. S2, S3

CONCRETE DECK*

SYMMETRICAL ABOUT CENTERLINE

OF BRIDGE EXCEPT AS NOTED

STEEL CURB PLATE*

(TYP.)

CONCRETE

SIDEWALK*

4"/FT. - VARIES

SIDEWALK FLOORBEAM (TYP.)

TO BE REPAIRED

INTERMEDIATE FLOOR

BEAM W27X98

TO BATH

TO V.A. MEDICAL

CENTER

CONCRETE CURB TO BE

REPLACED

SIDEWALK RAILING TO

REMAIN

'-4

'-4

4'- 0"

'-0

'-0

4'- 0"

CENTERLINE FIXED BEARING

BEGIN ABUTMENT

CENTERLINE EXPANSION BEARING

END ABUTMENT

EXISTING CONCRETE

DECK AND SIDEWALK

TO BE REMOVED

AND REPLACED

CO

HO

CT

ON

RI

VE

R F

LO

W

CENTERLINE LEFT TRUSS

CENTERLINE RIGHT TRUSS

CENTERLINE BRIDGE AND

CROWN LINE

DECK JOINT TO BE

REPLACED

GENERAL PLAN

SCALE: 1/8" = 1'-0"3

PROPOSED BRIDGE SECTION

SCALE: 3/8" = 1'-0"

S2

S1

S3

S4

10'-0" 10'-0"

2'-11" 6'-4" 2'-1"

8 1 /2"

2"

1'-4"

W 18X50

TYP. S1, S4

W 21X59

TYP. S2, S3

SYMMETRICAL ABOUT CENTERLINE

OF BRIDGE EXCEPT AS NOTED

CONCRETE

SIDEWALK

4"/FT. - VARIES

INTERMEDIATE FLOOR

BEAM W27X98

#5 (E) @ 12" O.C.

#5 (E) @ 12" O.C.

#5 (E) @ 8" O.C.

WITH 180° HOOK

BOTH ENDS

#5 (E) @ 8" O.C.

#3 (E) STIRRUP @ 12" O.C.

#6 (E) BAR PLACED

AS SHOWN#3 (E) @ 12" O.C.

#3 (E) @ 12" O.C.

6"

2"

4'-0" 4'-0"

LIMITS OF REMOVAL OF STEEL SUPPORTED STRUCTURAL SLAB (WITHOUT SHEAR CONNECTORS)

RIGHT TRUSSLEFT TRUSS

LIMITS OF PROTECTIVE SEALING OF STRUCTURAL CONCRETE

LIMITS OF LONGITUDINAL SAWCUT GROOVING

RIGHT TRUSSLEFT TRUSS

NEW 8" CONCRETE SLAB

NEW SHEAR STUD SHEAR

CONNECTORS (TYP.)

21 2"

CO

V.

1" CO

V.

LEVEL THIS

BAY

4" 1" CO

V.

8"

8" 81 2"

NOTES:

1. UTILITIES AND SUPPORTS NOT SHOWN FOR CLARITY.

2. (E) DENOTES EPOXY COATED REBAR.

Rev. 0 - CONSTRUCTION DOCUMENTS 2/26/18

LOAD RATING TABLE

INVENTORY

H18.9 (18.9 TONS)

LOADING OPERATING

H20 H34.4 (34.4 TONS)

CLEANING AND PAINTING NOTES:

1. ALL STRUCTURAL STEEL SHALL BE COMPLETELY CLEANED AND PAINTED WITHIN THE LIMITS SHOWN ON THE EXISTING BRIDGE SECTION, INCLUDING EXISTING PAINTED UTILITY SUPPORTS.

IN ADDITION, THE END FLOOR BEAMS (FB0 AND FB7) SHALL BE CLEANED AND PAINTED FOR

THEIR ENTIRE LENGTH.

2. FOR MEMBERS BEING CLEANED AND PAINTED, THE EXISTING PAINT SHALL BE COMPLETELY

REMOVED AND NEAR WHITE METAL BLAST CLEANED.

3. GALVANIZED UTILITY SUPPORTS AND EXISTING STRUCTURAL STEEL BEYOND THE CLEANING

AND PAINTING LIMITS SHOWN SHALL BE PRESSURE WASHED ONLY.

1'-6"

6'- 0"3'-0"

2'- 0"

(TYP.) (TY

P.)

(TYP.) (TY

P.)

LIMITS OF CLEANING AND PAINTING

(TYP. BOTH TRUSSES. SEE CLEANING

AND PAINTING NOTES)

SINGLE YELLOW PAINT

REFLECTORIZED PAVEMENT

STRIPE, 4" WIDE

FC

M

FC

M

FC

M

FC

M

FC

M

FC

M

FCM

FCM

FC

M

FC

M

FCM

FCM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROFESSIONAL ENGINEERS

P.O. BOX 344 - 23 Mechanic Street

Springville, New York 14141-0344

RJR ENGINEERING, P.C.

www.rjrpc.com

FRAMING PLAN AND TRUSS

ELEVATION

CONSTRUCTION

DOCUMENTS

BATH VA DESIGN OF BRIDGE

REHABILITATION

76 VETERANS AVE

BATH, NY 14810

2018-02-12 S-102

N/A

528A6-17-602

DLK MRB

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

860 Hooper Road

Endwell, New York 13760

Tel: 607.231.6600

Fax: 607.231.6650

Email: mail@delta-eas.com

Web: www.delta-eas.com

FRAMING PLAN

SCALE: 1/8" = 1'-0"2

TRUSS ELEVATION

SCALE: 1/8" = 1'-0"1

NOTE: UTILITIES AND SUPPORTS NOT SHOWN FOR CLARITY

7 PANELS @ 20'-0" = 140'-0"

L1L0 L2 L3 L4 L5 L6 L7

LO BOTTOM CHORD PANEL POINT DESIGNATION

U1 TOP CHORD PANEL POINT DESIGNATION

M2 MIDDLE CHORD PANEL POINT DESIGNATION

FB1 FLOOR BEAM DESIGNATION

S1 STRINGER DESIGNATION

FCM FRACTURE CRITICAL MEMBER

1 GUSSET PLATE REPAIR

2 SIDEWALK CHANNEL GUSSET REPAIR

3 SIDEWALK FLOOR BEAM FLANGE ANGLE REPAIR

4 TRUSS VERTICAL REPAIR

5 TRUSS END POST REPAIR

6 BRIDGE RAIL END POST REMOVAL AND REPLACEMENT

RIGHT TRUSS

ONLY4

INBOARD RIGHT

TRUSS1

U1

U2

U3

U4

U5

U6

M2 M3 M4 M5

TYPICAL BOTH

TRUSSES5

TYPICAL BOTH

TRUSSES BOTH

ENDS

CENTERLINE OF BEARING

BEGIN ABUTMENT

BRIDGE RAIL POST

(TYP.)

OUTBOARD LEFT AND

RIGHT TRUSSES1

OUTBOARD LEFT

TRUSS1

INBOARD AND

OUTBOARD RIGHT

TRUSS

BOTTOM CHORD FCM (TYP.)

OUTBOARD LEFT

AND RIGHT TRUSS 1

INBOARD

LEFT TRUSS 1

APPROXIMATE TOP OF

SIDEWALK @ TRUSS

CENTERLINE OF BEARING

END ABUTMENT

INBOARD AND OUTBOARD LEFT TRUSS

TYPICAL BOTH TRUSSES

7 PANELS @ 20'-0" = 140'-0"

F

S1

S2

S3

S4

L1L0 L2 L3 L4 L5 L6 L7

L1L0 L2 L3 L4 L5 L6 L7

F

F

F

F

F

F

F

SIDEWALK FLOOR

BEAM (TYP.)

SIDEWALK FASCIA BEAM

MC 13X31.8 (TYP.)

CENTERLINE RIGHT TRUSS

CENTERLINE OF BEARING

BEGIN ABUTMENT

CENTERLINE OF BEARING

END ABUTMENT

END FLOOR BEAM

BUILT-UP MEMBER TYP.FCM

FASCIA STRINGER

W 18X50 (TYP.)

INTERIOR STRINGER

W 21X59 (TYP.)

BOTTOM LATERAL

BRACING (TYP.)

INTERIOR FLOOR BEAM

W27X98 (TYP.)FCM

CENTERLINE RIGHT TRUSS

2'- 1"

6'- 4"

5'-

6'-

4" 2'-

1"

2'-

2'-

CENTERLINE OF BRIDGE

LEGEND

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROFESSIONAL ENGINEERS

P.O. BOX 344 - 23 Mechanic Street

Springville, New York 14141-0344

RJR ENGINEERING, P.C.

www.rjrpc.com

SUPERSTRUCTURE SLAB PLAN AND

DETAILS

CONSTRUCTION

DOCUMENTS

BATH VA DESIGN OF BRIDGE

REHABILITATION

76 VETERANS AVE

BATH, NY 14810

2018-02-12 S-103

N/A

528A6-17-602

DLK RPJ/TMD

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

860 Hooper Road

Endwell, New York 13760

Tel: 607.231.6600

Fax: 607.231.6650

Email: mail@delta-eas.com

Web: www.delta-eas.com

CL TRUSS

CL TRUSS

CL BRIDGE

CL EXTERIOR STRINGER

SIDEWALK

DECK SLAB

CURB

DRIP GROOVE DETAIL

SCALE: 1 1/2" = 1'-0"2

2" 8"30° (TYP.)

HAUNCH DETAIL AT INTERIOR FLOORBEAM3 SCALE: 1 1/2" = 1'-0"

REINFORCEMENT PLAN

SCALE: 1/4" = 1'-0"1

A. CONCRETTE PLACEMENT AND FINISHING OPERATIONS SHALL BE PERFORMED AS RAPIDLY AS

POSSIBLE, THE ENGINEER MAY ORDER THE CONTRACTOR TO STOP PLACEMENT OPERATIONS AT ANY TIME IF, IN THE ENGINEERS OPINION, CONCRETE PLACED DURING THE PLACEMENT HAS STARTED TO

SET, OR IS ABOUT TO SET, AND FURTHER PLACEMENT OF CONCRETE WILL CAUSE DEFLECTION

CRACKING.

B. WET BURLAP CURING BALNKETS ARE REQUIRED TO BE PLACED ON THE CONCRETE DECK WITHIN 30 MINUTES OF THE CONCRETE BEING DEPOSITED INTO THE FORMS OR 5 MINUTES ATER FINISHING WHICHEVER COMES FIRST. THE PLACEMENT OF THE TURF DRAG TEXTURE SHALL NOT INTERFERE

WITH THESE REQUIREMENTS.

C. IN THE EVENT THE CONTRACTOR'S DECK PLACEMENT OPERATION IS STOPPED PRIOR TO

COMPLETION, WHETHER BY THE CONTRACTOR'S OWN DECISION OR BY ORDER OF THE ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBEL FOR PROVIDING A FINISHED DECK GRADE WHICH

MATCHES THE PLANNED PROFILE. ANY SUBSEQUENT REVISION TO DECK FORMS MADE NECESSARY

BY SUCH ACTION SHALL BE AT THE CONTRACTOR'S EXPENSE.

D. LONGINTUDINAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED.

E. FINSIHING MACHINE(S) SHALL BE OPERATED PERPENDICULAR TO THE BRIDGE CENTERLINE.

F. PROVIDE 1" CLEARANCE BETWEEN STEEL AND CONCRETE SIDEWALK.

SUPERSTRUCTURE SLAB NOTES

#3 (E) STIRRUPS @ 12" - CURB (TYP. EA. SIDE)

#3 (E) @ 12" BOT. (TYP. AT EA. SIDEWALK)

#5 (E) @ 12" (TOP & BOT.), 3 BARS/LINE

#3 (E) @ 12" (BOT.) 3 BARS/LINE - TYP. EA. SIDEWALK

#5 (E) @ 8" (TOP) - 180° HOOK EA. END

#5 (E) @ 8" (BOT.)

'-0

'-0

2" 2"

'-4

'-4

1'- 2"

4'- 4" 4'- 0"

SID

EW

AL

K

1'- 2"

4'- 4"

4'- 0"

SID

EW

AL

K

BOTTOM CURB LINE

3 - #5(E) 3'-8" LONG (TYP.)

SEE NOTE 5

3 - #5(E) 3'-0" LONG (TYP.)

SEE NOTE 5

1 2"

HAUNCH DEPTH VARIES, SEE NOTE

HAUNCH NOTE:

DEAD LOAD DEFLECTION AT MIDSPAN OF FLOORBEAMS AND STRINGERS

IS APPROXIMATELY 18". ADJUST SCREED APPROPRIATELY TO ASSURE

UNIFORM GRADE AND FINISH CROSS SLOPE.

GENERAL NOTES:

1. (E) DENOTES EPOXY COATED REBAR

2. MINIMUM LAP FOR #4 = 1'-8"

3. MINIMUM LAP FOR #5 = 2'-1"

4. SCUPPERS SHALL BE TYPE 'B2'. SCUPPERS SHALL BE OFFSET FROM BOTTOM OF CURB 1" MIN.

TO CLEAR DECK FRAMING. FOR DETAILS, SEE NYSDOT BRIDGE DETAIL SHEETS BD-MS1E AND BD-MS2E.

5. SCUPPER BARS SHALL BE PLACED IN A MAT LOCATED BETWEEN THE MAIN REINFORCEMENT.

6. THE COST OF THE FORMING SYSTEMS SHOWN ON THIS DRAWING SHALL BE INCLUDED IN THE UNIT PRICE

BID FOR SUPERSTRUCTURE SLAB CONCRETE ITEM.

7. TACK WELDS SHALL BE ALLOWED IN THE COMPRESSION AREA OF THE STRINGER'S TOP FLANGE ONLY.

16" DIA. E7018 OR E8018-C3 ELECTRODES, PROPERLY CONDITIONED, SHALL BE USED.

8. THE SUPPORT ANGLES AND/OR ZEES SHALL BE GALVANIZED.

9. SEE DWG. S-104 FOR SIDEWALK JOINT REPLACEMENT DETAILS.

25'-0"40'-0"25'-0"25'-0"

#3 (E) BARS PLACED

AS SHOWN (TYP.)

BOXED OPENING IN SIDEWALK FOR

TRUSS MEMBER (TYP.) SEE NOTE F

Rev. 0 - CONSTRUCTION DOCUMENTS 02/26/18

PERMANENT CORRUGATED METAL FORM DETAIL4 SCALE: NONE

SECTION A-A4 SCALE: NONE

CRIMP ENDS

REINFORCEMENT

FORM

SEE NOTE 7

NO CONCRETE WILL

BE PERMITTED

BELOW THIS LINE

FORM

REINFORCEMENT

1"

CO

V.

(M

IN.

SEE NOTE 9

SEE NOTE 9

SEE NOTE 9

SEE NOTE 9

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROFESSIONAL ENGINEERS

P.O. BOX 344 - 23 Mechanic Street

Springville, New York 14141-0344

RJR ENGINEERING, P.C.

www.rjrpc.com

JOINT DETAILS CONSTRUCTION

DOCUMENTS

BATH VA DESIGN OF BRIDGE

REHABILITATION

76 VETERANS AVE

BATH, NY 14810

2018-02-12 S-104

N/A

528A6-17-602

DLK TMD

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

860 Hooper Road

Endwell, New York 13760

Tel: 607.231.6600

Fax: 607.231.6650

Email: mail@delta-eas.com

Web: www.delta-eas.com

CL TRUSS

CL BEAARINGS

SIDEWALK FASCIA

SIDEWALK RAIL POST

GUTTER LINE

CL BEARING

NEW CONCRETE SIDEWALK

NEW ASTM A36, MIN. 4"x31 2"x3

8" ANGLE (LLH)

NEW 34" DIA. HEADED ANCHOR STUD 4" LONG WELDED

TO 4"x31

2"x3

8" ANGLE (TYP.)

NEW 34" x15"CHECKERED PLATE

TOP OF SIDEWALK OUTRIGGER

NEW ASTM A36, MIN.

3"x3"x1

2" ANGLE

EXISTING ANGLE TO

REMAIN

NEW CONCRETE CURB

NEW CONCRETE DECK

CL TRUSS

TOP OF SIDEWALK OUTRIGGER

4" DIA. HEADED ANCHOR

STUD WELDED TO

4"X3 12"X3

8" ANGLE (TYP.)

CLIP ANGLE 3"x3"X3

8" WELDED TO W8X40

BRIDGE RAIL POST

ANGLE 3"x3"x3

8" WELDED TO SIDEWALK RAIL POST

EXISTING ANGLE

NEW ANGLE 5"x31 2"x3

8" (LLV) ATTACH TO EXISTING ANGLE BY REMOVING TWO RIVETS AND REPLACING WITH 34" DIA. ASTM A325 BOLTS

EXISTING ANGLE

DENOTES REPAIR AREA (TYP.)

SECTION AA

SCALE: 3" = 1'-0"2TYPICAL DECK JOINT PLAN AT SIDEWALK

SCALE: 1 1/2" = 1'-0"1

4'-0" SIDEWALK

2"

1'-4"

EXISTING ABUTMENT BACKWALL

SECTION BB3 SCALE: 1 1/2" = 1'-0"

8" 1'-03

4" 8 9 16"

2"

2"

1'-03 4"23

8"±

4"±

8"±

4"±

2" DEEP SLOTTED HOLE (TYP.)

1" WIDE SLOTTED

HOLE IN 4"X3 12"X

8"

ANGLE (TYP.)

TRUSS GUSSET PLATE REPAIR LOCATIONS (INTERIOR PANEL POINTS)5 SCALE: 1/2" = 1'-0"

NOTE:

ALL EXISTING MEMBERS TO REMAIN IN PLACE EXCEPT AS NOTED.

2"

Rev. 0 - CONSTRUCTION DOCUMENTS 02/26/18

L04 LEFT OUTBOARD

L04-L05 L03-L04

L03 LEFT OUTBOARD

L03-L04 L02-L03

L0 4-U

L04-U05 U03- L04

U02- L03

L0 3-U

L03-U04

L05 RIGHT OUTBOARD

L04-L05 L05-L06

L0 5-U

L05 -U06

L05 LEFT OUTBOARD

L05-L06 L04-L05

L0 5-U

L05-U06

L06 LEFT INBOARD

L05-L06 L06-L07

L0 6-U

L03 RIGHT OUTBOARD

L02-L03 L03-L04

L03 -U04

L0 3-U

U02-L03

L04 RIGHT OUTBOARD

L03-L04 L04-L05

L04 -U05

L0 4-U

U03-L04

L04 RIGHT INBOARD

L04-L05 L03-L04

U03- L04

L0 4-U

L04-U05

SEE THREADED ANCHOR STUD DETAIL

4"

CL 58"Ø COUNTERSUNK BOLTS

4" CHECKERED PLATE

1'-2"

8" THREADED ANCHOR STUD WELDED TO 3"X3"X1

2" ANGLE (TYP.)

THREADED ANCHOR STUD AND

SLOTTED HOLE SPACING

HEADED ANCHOR STUD SPACING1

*WELD 4"X3 12"X3

8" ANGLE TO SUPPORTING MEMBERS

4 *

8"Ø COUNTERSUNK BOLTS @ 6" O.C.

4"±

EXISTING SIDEWALK DECK JOINT TO BE REMOVED AND REPLACED

8"Ø COUNTERSUNK BOLTS

EXISTING DECK JOINT TO REMAIN

THREADED ANCHOR STUD DETAIL

SCALE: 3" = 1'-0"4

CL BEARING

11 4"

NEW 58"Ø THREADED ANCHOR STUD

1 12" LONG WELDED TO 3"X3"X1

2" ANGLE (TYP.)

NEW ASTM A36, MIN. 4"x31 2"x3

8" ANGLE (LLH)

NEW CONCRETE SIDEWALK

NEW 34" x15"CHECKERED PLATE

NEW ASTM A36, MIN. 3"x3"x1

2" ANGLE

ATTACH TO 4"X3 12"X3

8" ANGLE USING

THREADED ANCHOR STUDS, NUTS

AND WASHERS

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROFESSIONAL ENGINEERS

P.O. BOX 344 - 23 Mechanic Street

Springville, New York 14141-0344

RJR ENGINEERING, P.C.

www.rjrpc.com

STRUCTURAL STEEL DETAILS 1 CONSTRUCTION

DOCUMENTS

BATH VA DESIGN OF BRIDGE

REHABILITATION

76 VETERANS AVE

BATH, NY 14810

2018-02-12 S-105

N/A

528A6-17-602

DLK RPJ/TMD

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

860 Hooper Road

Endwell, New York 13760

Tel: 607.231.6600

Fax: 607.231.6650

Email: mail@delta-eas.com

Web: www.delta-eas.com

EXISTING SIDEWALK OUTRIGGER

EXISTING SIDEWALK

FASCIA CHANNEL

EXISTING SIDEWALK RAIL

REPLACE EXISTING CONNECTION WITH NEW CONNECTION IN KIND.

NEW STEEL SHALL BE ASTM A36, MIN. CONTRACTOR SHALL

DETERMINE STEEL REQUIRED BEFORE FABRICATION

EXISTING TRUSS END POST

EXISTING TRUSS END POST

CLEAN DETERIORATED AREA(S) A.O.B.E.

SIZE AND LOCATION OF DETERIORATED AREA

SHOWN FOR ILLUSTRATIVE PURPOSES ONLY

NEW 38" ASTM A36 PLATE EACH SIDE

LENGTH AND WIDTH AS REQUIRED

EXISTING GUSSET PLATE

EXISTING BENT PLATE

NEW 34" DIA. ASTM A325 BOLT (TYP.)

NEW 38" REPAIR PLATES (TYP.)

EXISTING RIVETS NOT SHOWN

EXISTING TRUSS GUSSET PLATE

EXISTING TRUSS END POST

EXISTING GUSSET PLATE

NEW 7

16" REPAIR PLATE

DRILL 13

16"Ø HOLES FOR

NEW ASTM A325 BOLTS

CLEAN DETERIORATED AREA A.O.B.E.

SIZE AND LOCATION OF DETERIORATED AREA

SHOWN FOR ILLUSTRATIVE PURPOSES ONLY NEW 34" DIA. BOLT (TYP.)

EXISTING RIVETS NOT SHOWN

BRIDGE RAIL POST

TO BE REPLACED

NEW 7

16" ASTM A36, MIN. REPAIR PLATE

LENGTH AND WIDTH AS REQUIRED

SIDEWALK OUTRIGGER REPAIRS

PANEL POINT (PP) L00 LT., PP L00 RT.,

PP L01 LT., PP L01 RT., PP L07 LT., PP

L07 RT., PP L04 LT. AND PP L04 RT.

DENOTES EXISTING RIVET

TO REMAIN (TYP.)

REMOVE EXISTING RIVETS AND INSTALL NEW 34" DIA. ASTM A325 BOLTS

WITH NEW PLATE. THE NUMBER AND SPACING OF THE NEW BOLTS SHALL

MATCH EXISTING RIVETS.

REMOVE DETERIORATED STEEL A.O.B.E.

SIZE AND LOCATION OF DETERIORATED AREA

FOR ILLUSTRATIVE PURPOSES ONLY

NEW ASTM A36, MIN. 34" x 21

2" PLATE EACH SIDE

PLATE LENGTH AS REQUIRED

EXISTING SIDEWALK RAIL

EXISTING SIDEWALK FASCIA CHANNEL

EXISTING CHANNEL/OUTRIGGER CONNECTION

EXISTING OUTRIGGER WEB

GRIND CORNERS OF PLATES AS NECESSARY TO FIT

LEG OF EXISTING OUTRIGGER

TOP FLANGE ANGLE (TYP.)

DETERIORATED EXISTING TOP FLANGE ANGLE LEGS

AND WEB PLATE. SHOWN FOR ILLUSTRATIVE PURPOSES

ONLY

NEW 34"x21

2" PLATE (TYP.)

CL 34" DIA. BOLTS

SECTION A

REPLACEMENT OF CONNECTION BETWEEN EXISTING

SIDEWALK FASCIA CHANNEL AND EXISTING

SIDEWALK OUTRIGGER AT PANEL POINT (PP) L0 LT.,

PP L0 RT., PPL07 LT., PPL07 RT.

NEW 34" DIA. ASTM A325 BOLTS

INSTALL NEW 34" DIA. ASTM A325 BOLT

NUMBER OF BOLTS = 10

MINIMUM SPACING = 2 12"

MAXIMUM SPACING =5 12"

MINIMUM EDGE DISTANCE = 11

4"

MAXIMUM EDGE DISTANCE = 3"

REPAIR OF OUTBOARD MEMBERS OF

END POSTS L00-U01 LEFT AND RIGHT,

AND U06-L07 LEFT AND RIGHT

DENOTES REMOVE EXISTING RIVET

REPLACE WITH 3 4" BOLT (TYP.)

DENOTES EXISTING RIVET TO

REMAIN IN PLACE (TYP.)

INSTALL NEW 34" DIA. ASTM A325 BOLT (TYP.)

SPACING = 2 14"

MAXIMUM SPACING =5 12"

MINIMUM EDGE DISTANCE = 11

4"

MAXIMUM EDGE DISTANCE = 3"

REPAIR OF GUSSET PLATE: L00 RIGHT INBOARD,

L07 LEFT OUTBOARD AND L07 LEFT INBOARD EXISTING LOWER CHORD

EXISTING RIVETS TO REMAIN IN

PLACE NOT SHOWN

REPLACE EXISTING BRIDGE RAIL POST WITH NEW W8x40

(ASTM A36, MIN. ) - SEE NOTE 2

PROVIDE STEEL ANGLES TO CONNECT EXISTING BRIDGE

RAIL TO POST. MATCH EXISTING CONNECTION.

NEW 34" DIA. BOLT (TYP.)

EXISTING GUSSET PLATES

NEW W8x40 POST (LENGTH AS REQUIRED)

DENOTES EXISTING RIVET TO REMAIN

IN PLACE (TYP.)

DENOTES REMOVE EXISTING RIVET

REPLACE WITH 3 4" DIA. BOLT (TYP.)

END BRIDGE RAIL POST REPLACEMENT

(TYPICAL AT ALL FOUR CORNERS OF BRIDGE)

SECTION B6

SECTION C87

SECTION D10

GENERAL NOTES:

1. ALL EXISTING MEMBERS TO REMAIN IN PLACE EXCEPT AS NOTED.

SCALE: 3/4" = 1'-0"

SCALE: 3" = 1'-0"

SCALE: 1 1/2" = 1'-0"

SCALE: 1" = 1'-0"

SCALE: 3" = 1'-0"

SCALE: 1" = 1'-0"

SCALE: 3" = 1'-0"

SCALE: 1" = 1'-0"

SCALE: 3" = 1'-0"

INTERIOR AND FASCIA STRINGER ELEVATION

29 PAIRS OF STUD SHEAR CONNECTORS SPACED AT 8" = 18'-8"8"

20'-0" C/C FLOORBEAMS

CL FLOORBEAMCL FLOORBEAM

STRINGER

STUD SHEAR CONNECTOR

STUD SHEAR CONNECTOR DETAIL DETAIL OF STUD

22'-8" C/C TRUSSES

8 12" 52 PAIRS OF STUD SHEAR CONNECTORS SPACED AT 5" = 21'-3"

CL TRUSSCL TRUSS

FLOORBEAM

INTERIOR FLOORBEAM ELEVATION

8" 8 12"

13 14

12SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"

SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

2" 2"

4"

4"

3/4"

DIA.

3 8"

4"

DIA.

REMOVE AND REINSTALL LAGGING

BARS AS REQUIRED FOR ACCESS EXISTING C12 X 30 (TYP.)

16" Ø HOLES (TYP.)

EXISTING L 2" X 2" X 14"

EXISTING P 9" X 5

16"L

1 2"

13 4"

11 4"

NOTE:

CONTRACTOR SHALL SUPPORT EXISTING OUTRIGGER AS REQUIRED IN ORDER

TO PREVENT DISRUPTION TO EXISTING UTILITIES (NOT SHOWN)

EXISTING END POST

DETAIL 9 NOTES:

1. GUSSET PLATE REPAIR NOT SHOWN - SEE DRAWING S-102 AND DETAIL 7 THIS SHEET FOR LOCATION AND DETAILS

2. REPLACEMENT OF POST SHALL BE PERFORMED WHILE CONCRETE DECK IS REMOVED AND WILL REQUIRE REMOVAL

AND REPLACEMENT OF PORTION OF BRIDGE RAIL.

2'- 3"±

1 16

MA

X.

NE

W

W8 X

PO

ST

REMOVAL LINE FOR EXISTING

W8 X 40 POST

C PIN AND BOTTOM OF END F.B.L

EXISTING TRUSS GUSSET PLATE

EXISTING LOWER CHORD

CLEAN DETERIORATED AREA A.O.B.E.

SIZE AND LOCATION OF DETERIORATED

AREAS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY

NEW 38" ASTM A36, MIN. REPAIR PLATE

LENGTH AND WIDTH AS REQUIRED (TYP.)

OVERSIZE HOLE IN FILLER PLATE (TYP.)

NEW ASTM A36 1" THICK FILLER PLATE

NEW 38" ASTM A36 REPAIR PLATE

EXISTING TRUSS MEMBERS

NEW 34" DIA., LONG SHANK ASTM A325 BOLT.

REMOVE EXISTING RIVET AND REPLACE WITH 34" BOLT WITH

WASHER AND NUT TIGHTENED TO SPECIFICATIONS, ONE

AT A TIME AT TRUSS MEMBER CONNECTIONS ONLY.

PLACE FILLER PLATE WITH OVERSIZE HOLES AT EXISTING

TRUSS MEMBER CONNECTIONS TO ACCOMMODATE NUTS AND

WASHERS. PROVIDE 13

16" DIA. HOLES AT OTHER LOCATIONS.

PLACE REPAIR PLATE WITH 13

16" DIA. HOLES, PLACE

WASHERS AND NUTS, TIGHTEN TO SPECIFICATIONS

CL TRUSS

2" DIA. OVERSIZE HOLE

IN FILLER PLATE

16" DIA. HOLE

16" DIA. HOLE

TYPICAL GUSSET PLATE REPAIR AT INTERIOR

PANEL POINTS (L03 LEFT, OUTBOARD SHOWN)

15 SCALE: 1" = 1'-0" SECTION E16 SCALE: 3" = 1'-0"

DENOTES REMOVE EXISTING RIVET - REPLACE WITH ASTM A325

4" BOLT (TYP.) AT TRUSS MEMBER. BOLTS SHALL BE LONG SHANK.

SEE SECTION E FOR ADDITIONAL DETAILS

NEW 34" DIA. ASTM A325 BOLT - (TYP.)

MINIMUM SPACING = 21

4"

MAXIMUM BOLT SPACING = 51

2"

MINIMUM EDGE DISTANCE = 11

4"

MAXIMUM EDGE DISTANCE = 3"

DENOTES EXISTING RIVET TO

REMAIN IN PLACE (TYP.)

1 2" N

OM

INA

L

(TY

P.)

4" NOMINAL (TYP.)

11 4" M

IN. (TYP.)

EXISTING OUTERMOST CONNECTING ELEMENT

NEW 38" PLATE

NEW PLATE DETAIL5 SCALE: 1 1/2" = 1'-0"

2'-33 8" (F.V.)

9" (F.

V.)

1'-63

8" (F.V.) NOTE:

F.V. DENOTES FIELD VERIFY

Rev. 0 - CONSTRUCTION DOCUMENTS 02/26/18

REMOVE AND REINSTALL

EXISTING ANGLE

NOTE:

STUD SHEAR CONNECTOR SPACING ON FASCIA STRINGERS

SHALL BE ADJUSTED TO CLEAR NEW SCUPPERS.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROFESSIONAL ENGINEERS

P.O. BOX 344 - 23 Mechanic Street

Springville, New York 14141-0344

RJR ENGINEERING, P.C.

www.rjrpc.com

STRUCTURAL STEEL DETAILS 2 CONSTRUCTION

DOCUMENTS

BATH VA DESIGN OF BRIDGE

REHABILITATION

76 VETERANS AVE

BATH, NY 14810

2018-02-12 S-106

N/A

528A6-17-602

DLK RPJ/TMD

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

860 Hooper Road

Endwell, New York 13760

Tel: 607.231.6600

Fax: 607.231.6650

Email: mail@delta-eas.com

Web: www.delta-eas.com

END OF EXISTING MEMBER

END OF EXISTING WELDED REPAIR PLATE

EXISTING FILLET WELD (TYP.)

NEW 38"x6" REPAIR PLATE

ASTM A36 MIN. (EACH SIDE)

DETERIORATED AREA (TYP.)

CLEAN DETERIORATED STEEL A.O.B.E. (TYP.)

SIZE AND LOCATION OF DETERIORATED AREAS

SHOWN FOR ILLUSTRATIVE PURPOSES ONLY

NEW 34" DIA. ASTM A325 BOLT (TYP.)

NEW 38"x6" PLATES

1 1 /4"

(MIN.)

TYP

NEW 34" DIA. ASTM A325 BOLT (TYP.)

MINIMUM SPACING = 21

4"

MAXIMUM BOLT SPACING = 51

2"

MINIMUM EDGE DISTANCE = 11

4"

MAXIMUM EDGE DISTANCE = 3"

REPAIRS AT TRUSS MEMBER L01-U01 RIGHT

ALL EXISTING MEMBERS TO REMAIN IN PLACE EXCEPT AS NOTED SECTION F18

17 REPAIRS AT TRUSS MEMBER L01-U01 RIGHT

NOTE:

ALL EXISTING MEMBERS TO REMAIN IN PLACE EXCEPT AS NOTED.SCALE: 3" = 1'-0"

SCALE: 1 1/2" = 1'-0"

NEW 34" BENT PLATE

EXISTING BRIDGE RAIL

REPLACE EXISTING RIVET WITH NEW 34" DIA. ASTM

A325 BOLT AT EACH RAIL

NEW W8 X 40 RAIL POST

NEW 34" DIA. BOLTS AT SAME LOCATION AS

EXISTING RIVET REMOVED (TYP.)

CL END RAIL POST

FILL WITH CONCRETE

NEW 34" BENT PLATE

EXISTING BRIDGE

RAIL (TYP.)

EXISTING CONNECTION

ANGLE (TYP.)

EXISTING RIVET TO

REMAIN IN PLACE (TYP.)

NEW W8 X 40 RAIL POST

TOP OF NEW CURB

NEW 34" BENT PLATE

DENOTES EXISTING RIVET TO

REMAIN IN PLACE (TYP.)

BRIDGE RAIL TERMINAL REPLACEMENT

(TYPICAL AT ALL 4 CORNERS OF BRIDGE)

19 SCALE: 1 1/2" = 1'-0"

11 2" 5 B

OL

T S

PA

CE

S @ 5"

2'-

1" 11 2"

6"± 2'-

4"

SECTION G20 SCALE: 3" = 1'-0"

EXISTING MEMBER L01-U01 (W8 X 31)

4"

16" DIA. HOLE (TYP.)

1 2" N

OM

INA

L

LE

NG

TH

AS

RE

QU

IRE

D

1'-01 2"

NEW 38" END PLATE

BOTTOM OF NEW CONCRETE

FILL (FAR SIDE)

2"

4"

R6 14 "

Rev. 0 - CONSTRUCTION DOCUMENTS 02/26/18

NEW 38"X5"X2'-4" END PLATE-

TACK WELD TO END OF RAILING

NEW 34" DIA. BOLT (TYP.)

SB401

OF BEARING

EXISTING FOOTER

D

D

D

E

E

E

E

E

E

E

E

E

E

E

E

G G

G

G

G

W W

W W

W

CLOF BEARINGCL

BRIDGECL

D

D

D

CUT WATERLINE AT FACE OF

WALL AND CAP PIPE

D

SS

SS

SS

SS

9'-1"

4'- 3"

1'- 0"

12'-5" 8'-0"

4'- 4"

12'-1"

SB401

SB401

SB401

OF BEARINGCLOF BEARINGCL

BRIDGECL

TOP OF GRADE

E E E E E E

CL

CL WATERLINE

CL

CL

SANITARY SEWER

1'- 8"

5'- 0 5

/16

1'-11" 2'-4"

1'- 8"

5"

5"

1 1/2

EXISTING FOOTER

(TYP)

OF BEARINGCL

5"

1'-11"

2'- 6"

OF BEARINGCL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROFESSIONAL ENGINEERS

P.O. BOX 344 - 23 Mechanic Street

Springville, New York 14141-0344

RJR ENGINEERING, P.C.

www.rjrpc.com

860 Hooper Road

Endwell, New York 13760

Tel: 607.231.6600

Fax: 607.231.6650

Email: mail@delta-eas.com

Web: www.delta-eas.com

STRUCTURAL WEST ABUTMENT

REPAIR DETAILS

CONSTRUCTION

DOCUMENTS

BATH VA DESIGN OF BRIDGE

REHABILITATION

76 VETERANS AVENUE

BATH, NY 14810

2018-02-26

SB401

N/A

528A6-17-602

DJS DGA

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

SCALE: 1/4" = 1'-0"

WEST ABUTMENT PLAN1 SCALE: 1/4" = 1'-0"

WEST ABUTMENT FRONT ELEVATION2

SCALE: 1/2" = 1'-0"

WEST ABUTMENT LEFT

CHEEK WALL REPAIR3 SCALE: 1/4" = 1'-0"

WEST ABUTMENT WING WALL

REPAIR THROUGH SEAT4 SCALE: 1/2" = 1'-0"

WEST ABUTMENT WING WALL

RIGHT CHEEK WALL REPAIR5

W

AT

ER

F

LO

W

CO

HO

CT

ON

R

IV

ER

KEYPLAN

BELFAST STREET

TO VA

TO TOWNOF BATH

LEGEND

LIMIT OF REPAIR, < 5" DEPTH

REV.0 - CONSTRUCTION DOCUMENTS 2018/02/26

SS

G

W

T

D EXISTING DRAIN

EXISTING ELECTRIC

EXISTING GAS

E

EXISTING SANITARY SEWER

EXISTING WATER

EXISTING TELEPHONE

GENERAL NOTES

1. SEE SB501 FOR CONCRETE REPAIR DETAILS.

2. ALL UTILITIES TO REMAIN, UNLESS NOTED OTHERWISE. IT IS THE CONTRACTORS RESPONSIBILITY TO TEMPORARILY

SUPPORT UTILITIES AS REQUIRED TO PERFORM CONCRETE REPAIRS.

2'-

SB402

EXISTING FOOTER

BRIDGECL

OF BEARINGCLOF BEARINGCL

T

T

T

TTTTTTT

T

T

T E

E

E

E

E

E

E

E

E

E

E

E

G G

W W

W W

W

D

D

D

D D

CUT WATERLINE AT FACE

OF WALL AND CAP PIPE

SS

SS

SS

SS

EXISTING RAILING

AND FOUNDATION

DEPARTMENT OF THE

INTERIOR SURVEY MARKER

1'-0" 7'-0"

1'- 8"

4'-0"

3'- 3"

7'-1"

SB402

SB402

SB402

6"

CL

CLWATERLINE

CL

CL

SANITARY SEWER

BRIDGECL

OF BEARINGCLOF BEARINGCL

TOP OF GRADE

T T T T T T T T

5'- 0 5

/16

1'-11" 2'-4"

1'- 8"

5"

5"

1 1/2

EXISTING FOOTER

(TYP)

5"

OF BEARINGCL

1'-11"

2'- 8"

1'-4"

5'- 0 5

/16

OF BEARINGCL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROFESSIONAL ENGINEERS

P.O. BOX 344 - 23 Mechanic Street

Springville, New York 14141-0344

RJR ENGINEERING, P.C.

www.rjrpc.com

860 Hooper Road

Endwell, New York 13760

Tel: 607.231.6600

Fax: 607.231.6650

Email: mail@delta-eas.com

Web: www.delta-eas.com

STRUCTURAL EAST ABUTMENT

REPAIR DETAILS

CONSTRUCTION

DOCUMENTS

BATH VA DESIGN OF BRIDGE

REHABILITATION

76 VETERANS AVENUE

BATH, NY 14810

2018-02-26

SB402

N/A

528A6-17-602

DJS DGA

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

SCALE: 1/4" = 1'-0"

EAST ABUTMENT PLAN1 SCALE: 1/4" = 1'-0"

EAST ABUTMENT FRONT ELEVATION2

W

AT

ER

F

LO

W

CO

HO

CT

ON

R

IV

ER

KEYPLAN

BELFAST STREET

TO VA

TO TOWNOF BATH

SCALE: 1/2" = 1'-0"

EAST ABUTMENT LEFT

CHEEK WALL REPAIR3 SCALE: 1/4" = 1'-0"

EAST ABUTMENT WING WALL

REPAIR THROUGH SEAT4 SCALE: 1/2" = 1'-0"

EAST ABUTMENT WING WALL

RIGHT CHEEK WALL REPAIR5

REV.0 - CONSTRUCTION DOCUMENTS 2018/02/26

LEGEND

LIMIT OF REPAIR, < 5" DEPTH

SS

G

W

T

D EXISTING DRAIN

EXISTING ELECTRIC

EXISTING GAS

E

EXISTING SANITARY SEWER

EXISTING WATER

EXISTING TELEPHONE

GENERAL NOTES

1. SEE SB501 FOR CONCRETE REPAIR DETAILS.

2. ALL UTILITIES TO REMAIN, UNLESS NOTED OTHERWISE. IT IS THE CONTRACTORS RESPONSIBILITY TO TEMPORARILY

SUPPORT UTILITIES AS REQUIRED TO PERFORM CONCRETE REPAIRS.

KEYED NOTES

(9) CONDUITS AT THIS LEVEL. ELECTRIC AND TELEPHONE LINES OF VARIOUS SIZES.1

CONCRETE REPAIR NOTES:

1. SUBSTRUCTURE REPAIR LIMITS PROVIDED ARE BASED ON FIELD INSPECTION OF THE BRIDGE. ALL DETERIORATION SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER.

2. DETERIORATED REINFORCEMENT SHALL BE REPLACED WITH EPOXY COATED REBAR, AND HAVE A MINIMUM LAP OF 30 BAR DIAMETERS OR A WELDED SPLICE SHALL BE PROVIDED (SEE WELD SPLICE DETAIL, THIS DRAWING). BEFORE WELDING EPOXY COATED REBARS, THE EPOXY COATING SHALL BE

MECHANICALLY REMOVED IN THE WELD AREA.

3. IMMEDIATELY PRIOR TO THE APPLICATION OF NEW CONCRETE, THE SURFACES SHALL BE SANDBLAST CLEANED IN ACCORDANCE WITH THE SPECIFICATIONS AND COATED WITH EPOXY BONDING COMPOUND.

4. WHERE CONCRETE REMOVAL AND REPLACEMENT NECESSITATES ADJACENT SEPARATE CONCRETE PLACEMENTS, CONCRETE REMOVAL SHALL EXTEND A MINIMUM OF 12" BEYOND THE LIMIT OF THE FIRST CONCRETE PLACEMENT. THIS CLEAR SPACE WILL MINIMIZE THE NEGATIVE IMPACT OF THE ADJACENT

CONCRETE REMOVAL OPERATION ON THE RECENTLY COMPLETED REPAIR.

5. IN SEQUENCING WORK, THE CONTRACTOR SHALL NOT BEGIN CONCRETE REMOVAL AT A LOCATION

ADJACENT TO A COMPLETED REPAIR UNTIL A MINIMUM OF 7 CURING DAYS HAVE PASSED.

MINIMUM WELD LENGTHS (in)

BAR SIZE SINGLE FLARE

V-GROOVE WELD

DOUBLE FLARE

V-GROOVE WELD

#3 3 1/2 2 #4 3 3/4 2 #5 4 1/8 2 1/2 #6 4 1/2 2 3/4 #7 5 1/8 3 1/8 #8 5 1/2 3 3/8 #9 6 1/8 3 1/2

LIM

IT

O F

RE

PA

IR

MIN SPLICE LENGTH = 30 BARØ

BARS SHALL BE WIRED

TOGETHER FOR THE LENGTH OF

THE SPLICE

3"

1"

LAPPED, TIED SPLICE

d

WELDED SPLICE

d/3 d = REINFORCING

BAR DIAMETER

1 1/2" MINIMUM REMOVAL BEHIND REINFORCEMENT

SANDBLAST CLEAN ALL SURFACES WITHIN REPAIR

LIMITS AND THOROUGHLY WET

MIN LAP LENGTH EQUALS MIN

REQUIRED WELD LENGTH PLUS 1"

L1

1" SAWCUT ALONG ALL EDGES (TYP)

SOUND CONCRETE

NEW REINFORCEMENT SAME SIZE AS THE EXISTING

SHALL BE SPLICED (TIED OR WELDED AS ORDERED BY

THE ENGINEER) TO THE EXISTING BARS

EXPOSED FACE

OR SURFACE OF

CONCRETE

REMOVE ALL UNSOUND CONCRETE AND REPLACE

WITH NEW CONCRETE

EXISTING REINFORCEMENT TO REMAIN SHALL BE

BLAST CLEANED

EDGES OF CONCRETE REMOVAL SHALL BE

"DOVETAILED" TO CREATE A GREATER BASE CAVITY

SEE NOTES

NOTE:

1. THE EXISTING CONCRETE SURFACE CAN BE PLANAR OR CURVED.

1" SAWCUT (TYP)

SPALL OR HOLLOW SOUND

CONCRETE (TYP)

CRACKS (TYP)

REMOVE ALL UNSOUND CONCRETE AND

REPLACE WITH NEW CONCRETE

CRACK

1" SAWCUT (TYP)

1" SAWCUT (TYP)

1 1 /2"

M

IN

SANDBLAST CLEAN ALL SURFACES WITHIN

REPAIR LIMITS AND THOROUGHLY WET

EDGES OF CONCRETE REMOVAL

SHALL BE "DOVETAILED"

SOUND CONCRETE TO REMAIN

REMOVE UNSOUND CONCRETE.

REPLACE WITH NEW CONCRETE

NEW REBARS, SAME SIZE AS THE EXISTING SHALL

BE SPLICED (TIED OR WELDED AS ORDERED BY

THE ENGINEER) TO THE EXISTING BARS

EXISTING REINFORCEMENT

TO BE CLEANED

SECTION A-A

SINGLE FLARE V - GROOVE WELD

SECTION A-A

DOUBLE FLARE V - GROOVE WELD

"A"

"A"

L2

EFFECTIVE

THROAT (TYP)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROFESSIONAL ENGINEERS

P.O. BOX 344 - 23 Mechanic Street

Springville, New York 14141-0344

RJR ENGINEERING, P.C.

www.rjrpc.com

860 Hooper Road

Endwell, New York 13760

Tel: 607.231.6600

Fax: 607.231.6650

Email: mail@delta-eas.com

Web: www.delta-eas.com

CONCRETE REPAIR DETAILS CONSTRUCTION

DOCUMENTS

BATH VA DESIGN OF BRIDGE

REHABILITATION

76 VETERANS AVENUE

BATH, NY 14810

2018-02-26

SB501

N/A

528A6-17-602

DJS DGA

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

SCALE: NTS

TYP CONCRETE SURFACE REPAIR SECTION1 SCALE: NTS

CONCRETE SURFACE REPAIR2 SCALE: NTS

CONCRETE SURFACE REPAIR3 SCALE: NTS

CONCRETE CORNER REPAIR4

SCALE: NTS

REINFORCEMENT SPLICE DETAILS

FOR COMPRESSION BARS5

REV.0 - CONSTRUCTION DOCUMENTS 2018/02/26