ITB 23-040 Plan Set

PRICE BID FOR 535-1105 PAINT EXISTING STEEL STRUCTURE.

6. THE COST OF PAINTING EXISTING STRUCTURAL STEEL SHALL BE INCLUDED IN THE

BID SUBMITTED.

WORK, INCLUDING MATERIALS AND LABOR, ARE TO BE INCLUDED IN THE OVERALL

NUMBER STENCIL AND BLACKPERMANENT PAINT. COSTS ASSOCIATED WITH THIS

BOTH THE FIRST AND THE LAST BENT (BOTH ENDS OF BRIDGE). USE A 5" HIGH

FOR BRIDGE 1 ON THE INSIDE FACE OF THE WEB ON THE FAR RIGHT BEAM NEAR

5. AFTER THE PAINTING IS COMPLETED, STENCIL THE SERIAL NUMBER (121-0293-0)

PAINTING WORK.

4. ALL CONCRETE AND DECK WORK SHALL BE COMPLETED PRIOR TO BEGINNING

APPROVED BY THE ENGINEER.

OPERATIONS, AT NO CHARGE TO THE DEPARTMENT. ALL REPAIRS ARE TO BE

STRUCTURAL STEEL CAUSED BY THE BLAST CLEANING OR ANY OTHER RELATED

MODIFY THE STRUCTURAL INTEGRITY OF THE BRIDGE. REPAIR ANY DAMAGES TO THE

LIMITED TO PUNCTURING, CUTTING, WELDING, OR OTHER OPERATIONS WHICH

3. NO MODIFICATION OF THE STRUCTURAL STEEL IS ALLOWED, INCLUDING BUT NOT

MEASURE AND VERIFY THE AREA OF STEEL TO BE PAINTED.

PRIOR TO BIDDING, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

2. TOTAL ESTIMATED AREA OF STEEL TO BE PAINTED PER BRIDGE 1 IS 870 SF.

STRUCTURAL STEEL.

THE GEORGIA DOT SPECIFICATIONS. USE PAINT SYSTEM tq FOR EXISTING

1. CLEAN AND PAINT ALL EXISTING STRUCTURAL STEEL AS PER SECTION 535 OF

PAINTING NOTES

EXISTING

PEDESTRIAN BRIDGE

535-1105 LUMP LS PAINT EXIST STEEL STRUCTURE, BR ID 121-0293-0

528-0501 8 LF EPOXY PRESSURE INJECTION OF CONCRETE CRACKS

521-3000 42 SF PATCHING CONCRETE BRIDGE

210-0100 LUMP LS GRADING COMPLETE

151-1000 LUMP LS MOBILIZATION

150-1000 LUMP LS TRAFFIC CONTROL

NUMBER BRIDGE 1 UNIT PAY ITEM

PAY ITEM

SUMMARY OF QUANTITIES

G U

T T

E R

T O

G U

T T

E R

"p

M

IN

H O

R

IZ

C L

TOTAL LENGTH OF BRIDGE = 24’-0" p

F L

O W

AHEAD

BRIDGE REHABILITATION CONSISTS OF

BRIDGE SERIAL NO. 121-0293-0

PLAN

SCALE: 1" = 10’-0" (UNLESS NOTED OTHERWISE)

DUNWOODY CLUB DR OVER BALL MILL CREEK

GMS

WINGWALL NO. 3

REPAIR CRACKS IN

1 INCH WHEN PRINTED FULL SIZE

OF BANK, TYP.

APPROXIMATE TOP

WINGWALL NO. 1

REPAIR CRACKS IN

1 - WATER UTILITY

UTILITIES

AJB

O

T

1’ "p

1 1" CONCRETE HANDRAIL

1 1" CONCRETE HANDRAIL

G R

A S

B

F F

E R

FROM BEAMS

REMOVE DRIFT

PAINT BEAMS

CLEAN AND

N.

CONCRETE HANDRAIL (1 SF)

EXPOSED REBAR IN

REPAIR SPALL WITH

c BRIDGE

TO BEND CREEK RD

TO GRAPEVINE RUN

EXISTING WATER UTILITY

REPAIR DECK SPALLS

LOCATION DESCRIPTION QUANTITY

BOTTOM OF DECK SPALLS

BAY

1 SPALL NEAR BENT 1 3 SF

1 2 SFHONEYCOMBING NEAR BENT 2

2 3 SFHONEYCOMBING IN BENT 1 EDGEBEAM

3 SF2 HONEYCOMBING NEAR BENT 2

3 HONEYCOMBING NEAR BENT 2 3 SF

4 3 SFHONEYCOMBING IN BENT 1 EDGEBEAM

2 SF4 HONEYCOMBING NEAR BENT 2

5 HONEYCOMBING NEAR BENT 2 6 SF

3 SF6 HONEYCOMBING IN BENT 1 EDGEBEAM

6 6 SFSPALLS NEAR BENT 2

8 4 SFHONEYCOMBING NEAR BENT 2

3 SFHONEYCOMBING NEAR BENT 110

GENERAL NOTES

INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS, AND OTHER

SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED.

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT

APPROVED BY THE ENGINEER.

ADDITIONAL QUANTITY - ANY ADDITIONAL QUANTITY NOT SHOWN IN THE PLANS IS TO BE

BID FOR PAY-ITEM 528 - EPOXY PRESSURE INJECTION OF CONCRETE CRACKS.

SPECIFICATIONS. INCLUDE COST OF MATERIALS AND INSTALLATION IN THE PRICE

SHALL BE PERFORMED IN ACORDANCE WITH SECTION 528 OF THE GEORGIA DOT

EPOXY PRESSURE INJECTION OF CONCRETE CRACKS - ALL PRESSURE INJECTION OF CRACKS

BRIDGE.

INCLUDE THE COST FOR THIS WORK IN THE PAY-ITEM 521 - PATCHING CONCRETE

SHALL BE REPLACED AT NO ADDITIONAL COST TO THE CITY OF SANDY SPRINGS.

REINFORCING STEEL IS NOT DAMAGED. REINFORCEMENT DAMAGED BY THE CONTRACTOR

521 OF THE SPECIAL PROVISIONS. CARE SHALL BE TAKEN SO THAT EXISTING

SPALL REPAIRS - REPAIR SPALLS AS SHOWN IN THE PLANS IN ACCORDANCE WITH SECTION

THE OVERALL BID SUBMITTED.

DRIFT REMOVAL - INCLUDE THE COST TO REMOVE DRIFT IN CONTACT WITH THE BRIDGE IN

EXISTING STRUCTURE AND HEAVY LINES INDICATE THE NEW STRUCTURE.

PRIOR TO ORDERING MATERIALS OR BUILDING FORMS. LIGHT LINES INDICATE THE

DIMENSIONS AND ELEVATIONS - VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD

CONSTRUCTION. INCLUDE THE COST FOR THIS WORK IN THE OVERALL BID SUBMITTED.

EXISTING UTILITIES - MAINTAIN AND PROTECT EXISTING UTILITIES AT ALL TIMES DURING

EXISTING BRIDGE PLANS - EXISTING BRIDGE PLANS ARE NOT AVAILABLE.

CONTROLS PAYMENT.

TRAFFIC CONTROLS - SEE SPECIAL PROVISIONS FOR TRAFFIC CONTROLS AND TRAFFIC

CONTRACT DOCUMENTS.

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AS MODIFIED BY

WINGWALL CRACKS

LOCATION DESCRIPTION

1 5 LF

3 3 LF

QUANTITY

CRACK IN BACK FACE

CRACK IN BACK FACE

WINGWALL

5. CLEAN AND PAINT BEAMS.

4. EPOXY INJECTION OF CONCRETE CRACKS.

3. REPAIR SPALL IN CONCRETE HANDRAIL.

2. REPAIR SPALLS IN BOTTTOM OF DECK.

1. REMOVE DRIFT FROM BEAMS.

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N S

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

35-00

FULTON COUNTY

GMS

BRIDGE NO.

BRIDGE REHABILITATION

CITY OF SANDY SPRINGS

CITY OF SANDY SPRINGS

DEPARTMENT OF PUBLIC WORKS

PE STAMP

JUNE 2022

NUMBER STENCIL AND BLACKPERMANENT PAINT. COSTS ASSOCIATED WITH THIS

BOTH THE FIRST AND THE LAST BENT (BOTH ENDS OF BRIDGE). USE A 5" HIGH

FOR BRIDGE 2 ON THE INSIDE FACE OF THE WEB ON THE FAR RIGHT BEAM NEAR

5. AFTER THE PAINTING IS COMPLETED, STENCIL THE SERIAL NUMBER (121-0443-0)

STRUCTURAL STEEL CAUSED BY THE BLAST CLEANING OR ANY OTHER RELATED

MODIFY THE STRUCTURAL INTEGRITY OF THE BRIDGE. REPAIR ANY DAMAGES TO THE

2. TOTAL ESTIMATED AREA OF STEEL TO BE PAINTED PER BRIDGE 2 IS 2,160 SF.

STRUCTURAL STEEL.

THE GEORGIA DOT SPECIFICATIONS. USE PAINT SYSTEM tq FOR EXISTING

1. CLEAN AND PAINT ALL EXISTING STRUCTURAL STEEL AS PER SECTION 535 OF

PAINTING NOTES

TO CREST VALLEY RD

535-1105 LUMP LS PAINT EXIST STEEL STRUCTURE, BR ID 121-0443-0

210-0100 LUMP LS GRADING COMPLETE

151-1000 LUMP LS MOBILIZATION

150-1000 LUMP LS TRAFFIC CONTROL

NUMBER BRIDGE 2 UNIT PAY ITEM

PAY ITEM

SUMMARY OF QUANTITIES

BRIDGE SERIAL NO. 121-0443-0

NORTHSIDE DR OVER LONG ISLAND CREEK

GMS

B.F.P.R. BENT 1

TO HARRIS TRAIL NW

PLAN

F L

O W

OF BANK, TYP.

APPROXIMATE TOP

TOTAL LENGTH OF BRIDGE = 36’-0"p

T

"p

G U

T T

T T

E R

1’ "p

B.F.P.R. BENT 2

AHEAD

SCALE: 1" = 10’-0" (UNLESS NOTED OTHERWISE)

1 INCH WHEN PRINTED FULL SIZE

UNKNOWN UTILITY

1 1" CONCRETE HANDRAIL

UNKNOWN UTILITY

1 1" CONCRETE HANDRAIL

CLEAN AND PAINT BEAMS

AJB

N.

1 - GAS UTILITY

2 - UNKNOWN UTILITES

UTILITIES

EXISTING GAS UTILITY

c BRIDGE

1’ 1" p

C

R B

1. CLEAN AND PAINT BEAMS.

BRIDGE REHABILITATION CONSISTS OF

GENERAL NOTES

INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS, AND OTHER

SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED.

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT

APPROVED BY THE ENGINEER.

ADDITIONAL QUANTITY - ANY ADDITIONAL QUANTITY NOT SHOWN IN THE PLANS IS TO BE

EXISTING STRUCTURE AND HEAVY LINES INDICATE THE NEW STRUCTURE.

PRIOR TO ORDERING MATERIALS OR BUILDING FORMS. LIGHT LINES INDICATE THE

DIMENSIONS AND ELEVATIONS - VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD

CONTRACT DOCUMENTS.

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AS MODIFIED BY

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N S

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

35-00

FULTON COUNTY

GMS

BRIDGE NO.

BRIDGE REHABILITATION

CITY OF SANDY SPRINGS

CITY OF SANDY SPRINGS

DEPARTMENT OF PUBLIC WORKS

NUMBER STENCIL AND BLACKPERMANENT PAINT. COSTS ASSOCIATED WITH THIS

BOTH THE FIRST AND THE LAST BENT (BOTH ENDS OF BRIDGE). USE A 5" HIGH

FOR BRIDGE 3 ON THE INSIDE FACE OF THE WEB ON THE FAR RIGHT BEAM NEAR

5. AFTER THE PAINTING IS COMPLETED, STENCIL THE SERIAL NUMBER (121-0449-0)

4. ALL DECK WORK SHALL BE COMPLETED PRIOR TO BEGINNING PAINTING WORK.

STRUCTURAL STEEL CAUSED BY THE BLAST CLEANING OR ANY OTHER RELATED

MODIFY THE STRUCTURAL INTEGRITY OF THE BRIDGE. REPAIR ANY DAMAGES TO THE

2. TOTAL ESTIMATED AREA OF STEEL TO BE PAINTED PER BRIDGE 3 IS 1,010 SF.

USE PAINT SYSTEM tq FOR EXISTING STRUCTURAL STEEL.

AND ON BRIDGE AS PER SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS.

1. CLEAN AND PAINT BEAMS 1, 2, 3, 11, 12, AND METAL HANDRAILS AT APPROACH

PAINTING NOTES

LOCATIONLOCATION

APPROX. JOINT OPENING (W)

SIDEWALK

BRIDGE

BEGIN

BRIDGE

END

BRIDGE

MID

2"p 3"p1"p

NOT TO SCALE

SUMMARY OF QUANTITIES

4.

3.

2.

1.

SIDEWALK SEAL NOTES:

ORDERING MATERIALS.

CONTRACTOR SHALL FIELD VERIFY JOINT OPENING ‘W" PRIOR TO

FOR PAY ITEM 449-1350.

INSTALLING PREFORMED SILICONE JOINT SEALS IN THE PRICE BID

INCLUDE ALL COSTS ASSOCIATED WITH THE FURNISHING AND

SEALS" FOR FURTHER REQUIREMENTS.

SEE SPECIAL PROVISION - SECTION 449 ‘BRIDGE DECK JOINT

ADHESIVE AS NECESSARY.

CONTRACTOR SHALL FIELD SPLICE JOINT SEAL USING SILICONE

535-1105 LUMP LS PAINT EXIST STEEL STRUCTURE, BR ID 121-0449-0

521-3000 4 SF PATCHING CONCRETE BRIDGE

449-1350 31 LF PREFORMED SILICONE JOINT SEAL BR NO. 3 - SIDEWALK

210-0100 LUMP LS GRADING COMPLETE

151-1000 LUMP LS MOBILIZATION

150-1000 LUMP LS TRAFFIC CONTROL

NUMBER BRIDGE 3 UNIT PAY ITEM

PAY ITEM

S

ID

E W

A L

K

"p

AHEAD

1’

"p

N C

R E

H A

N D

R A

IL

O

T

TOTAL LENGTH OF BRIDGE = 31’-0"p

B.F.P.R. BENT 1 B.F.P.R. BENT 2

F L

O W

PLAN

BRIDGE SERIAL NO. 121-0449-0

IN DECK

REPAIR SPALLS

TO MOUNTAIN WAY NE

TO LORIDANS DR NE

DOWNSTREAM

REMOVE DRIFT FROM

CLEAN AND PAINT BEAMS

AND BRIDGE

HANDRAIL AT APPROACH

CLEAN AND PAINT METAL

WIEUCA ROAD OVER NANCY CREEK TRIB.

1 INCH WHEN PRINTED FULL SIZE

SCALE: 1" = 10’-0" (UNLESS NOTED OTHERWISE)

GMS AJB

UTILITIES

1 - WATER UTILITY

AND CONCRETE HANDRAIL

SEAL GAP BETWEEN SIDEWALK

W

ADHESIVE

SILICONE

PER SPECIAL PROVISION SECTION 449

PREFORMED SILICONE JOINT SEAL AS

SIDEWALK

TOP OF EXIST.

HANDRAIL

CONCRETE

SIDEWALK SEAL DETAILS

OF BANK, TYP.

APPROXIMATE TOP

N.

c BRIDGE

G U

T T

T T

E R

1" p

EXISTING WATER UTILITY

1’

N C

R E

N D

R A

IL

BRIDGE REHABILITATION CONSISTS OF

REPAIR SPALL IN BENT 1

LOCATION DESCRIPTION QUANTITY

1 SF

2 SF

SPALL REPAIRS

SPALL IN BOTTOM OF DECK WITH EXPOSED REBAR

SPALL IN BOTTOM OF DECK WITH EXPOSED REBAR

SPALL IN BENT 1 BELOW BEAM 3

BAY 6

BAY 1 1

BENT 1

LOCATION

1 SF

6. REMOVE DRIFT FROM DOWNSTREAM.

5. CLEAN AND PAINT METAL HANDRAIL AT APPROACH AND ON BRIDGE.

4. CLEAN AND PAINT BEAMS 1, 2, 3, 1 1, AND 12.

3. REPAIR SPALL IN BENT 1.

2. REPAIR SPALLS IN BOTTOM OF DECK.

1. INSTALL PREFORMED SILICONE JOINT SEAL AT GAP BETWEEN SIDEWALK AND CONCRETE HANDRAIL.

INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS, AND OTHER

SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED.

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT

APPROVED BY THE ENGINEER.

ADDITIONAL QUANTITY - ANY ADDITIONAL QUANTITY NOT SHOWN IN THE PLANS IS TO BE

BRIDGE.

INCLUDE THE COST FOR THIS WORK IN THE PAY-ITEM 521 - PATCHING CONCRETE

SHALL BE REPLACED AT NO ADDITIONAL COST TO THE CITY OF SANDY SPRINGS.

REINFORCING STEEL IS NOT DAMAGED. REINFORCEMENT DAMAGED BY THE CONTRACTOR

521 OF THE SPECIAL PROVISIONS. CARE SHALL BE TAKEN SO THAT EXISTING

SPALL REPAIRS - REPAIR SPALLS AS SHOWN IN THE PLANS IN ACCORDANCE WITH SECTION

THE OVERALL BID SUBMITTED.

DRIFT REMOVAL - INCLUDE THE COST TO REMOVE DRIFT IN CONTACT WITH THE BRIDGE IN

PRIOR TO ORDERING MATERIALS OR BUILDING FORMS.

DIMENSIONS AND ELEVATIONS - VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD

CONSTRUCTION. INCLUDE THE COST FOR THIS WORK IN THE OVERALL SUBMITTED.

EXISTING BRIDGE PLANS - ORIGINAL BRIDGE PLANS ARE NOT AVAILABLE.

CONTRACT DOCUMENTS.

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AS MODIFIED BY

GENERAL NOTES

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N S

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

35-00

FULTON COUNTY

GMS

BRIDGE NO.

BRIDGE REHABILITATION

CITY OF SANDY SPRINGS

CITY OF SANDY SPRINGS

DEPARTMENT OF PUBLIC WORKS

NUMBER STENCIL AND BLACKPERMANENT PAINT. COSTS ASSOCIATED WITH THIS

BOTH THE FIRST AND THE LAST BENT (BOTH ENDS OF BRIDGE). USE A 5" HIGH

FOR BRIDGE 4 ON THE INSIDE FACE OF THE WEB ON THE FAR RIGHT BEAM NEAR

5. AFTER THE PAINTING IS COMPLETED, STENCIL THE SERIAL NUMBER (121-0451-0)

STRUCTURAL STEEL CAUSED BY THE BLAST CLEANING OR ANY OTHER RELATED

MODIFY THE STRUCTURAL INTEGRITY OF THE BRIDGE. REPAIR ANY DAMAGES TO THE

2. TOTAL ESTIMATED AREA OF STEEL TO BE PAINTED PER BRIDGE 4 IS 2,690 SF.

STRUCTURAL STEEL.

THE GEORGIA DOT SPECIFICATIONS. USE PAINT SYSTEM tq FOR EXISTING

1. CLEAN AND PAINT ALL EXISTING STRUCTURAL STEEL AS PER SECTION 535 OF

SUPERSTRUCTURE PAINTING NOTES

NOT TO SCALE

JOINT OPENING (W)

WLOCATION

�"pBENT 1

BENT 2 1"p

535-1105 LUMP LS PAINT EXIST STEEL STRUCTURE, BR ID 121-0451-0

449-1350 24 LF PREFORMED SILICONE JOINT SEAL, BR. NO. 4, BT 2

449-1350 24 LF PREFORMED SILICONE JOINT SEAL, BR. NO. 4, BT 1

210-0100 LUMP LS GRADING COMPLETE

151-1000 LUMP LS MOBILIZATION

150-1000 LUMP LS TRAFFIC CONTROL

NUMBER BRIDGE 4 UNIT PAY ITEM

PAY ITEM

SUMMARY OF QUANTITIES

BRIDGE SERIAL NO. 121-0451-0

BRIDGE REHABILITATION CONSISTS OF

GMS

BRIDGE INSPECTION AND REPAIR

CITY OF SANDY SPRINGS

LONG ISLAND CREEK

POWERS FERRY RD OVER

F L

O W

B.F.P.R. BENT 2

TO LONDONBERRY RD NW

TO CREST VALLEY DR NW

B.F.P.R. BENT 1

OF BANK, TYP.

APPROXIMATE TOP

PLAN

SCALE: 1" = 10’-0’ (UNLESS NOTED OTHERWISE)

O

T p

G U

T T

T T

E R p

S

ID

E W

A L

K

TOTAL LENGTH OF BRIDGE = 47’-0" p

UNKNOWN UTILITY

UTILITIES

1 - GAS LINE

1 - TELEPHONE CONDUITS

1 - UNKNOWN UTILITY

AHEAD

1 INCH WHEN PRINTED FULL SIZE

SEAL JOINT

CLEAN AND

OLD ABUTMENT

REMAINS OF

AJB

SEAL JOINTS

CLEAN AND CLEAN AND PAINT BEAMS

1"

N.

EXISTING GAS UTILITY

EXISTING TELEPHONE UTILITY

THE WORK.

OF WATERPROOFING, JOINT FILLERS, AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE

AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST

COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS

INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY

APPROVED BY THE ENGINEER.

ADDITIONAL QUANTITY - ANY ADDITIONAL QUANTITY NOT SHOWN IN THE PLANS IS TO BE

MATERIALS AND INSTALLATION IN THE PRICE BID FOR PAY ITEM 449.

SELF-EXPANDING SEALANT AS PER THE SPECIAL PROVISIONS. INCLUDE THE COST OF

AND EXISTING JOINT SEALANT AND SEAL JOINTS USING THE PREFORMED SILICONE COATED

EXISTING BRIDGE JOINTS - CLEAN EXISTING BRIDGE EXPANSION JOINTS OF ALL DIRT, REFUSE, INCLUDE COST OF REMOVAL AND MATERIALS IN THE OVERALL BID SUBMITTED.

20 FT FROM OUTSIDE EDGE OF BRIDGE OPENING. CUT AND REMOVE TREES TO GROUNDLINE.

VEGETATION REMOVAL - CUT AND REMOVE VEGETATION FROM AROUND SUBSTRUCTURE AND APPROACHES, STRUCTURE AND HEAVY LINES INDICATE THE NEW STRUCTURE.

TO ORDERING MATERIALS OR BUILDING FORMS. LIGHT LINES INDICATE THE EXISTING

DIMENSIONS AND ELEVATIONS - VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR

PAYMENT.

TRAFFIC CONTROLS - SEE SPECIAL PROVISIONS FOR TRAFFIC CONTROLS AND TRAFFIC CONTROLS

DOCUMENTS.

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AS MODIFIED BY CONTRACT

GENERAL NOTES

ID

E W

A

K

1’-1"p BARRIER

1’-1"p BARRIER

3. REMOVE VEGETATION FROM APPROACH GUARDRAIL.

2. CLEAN AND PAINT BEAMS AND EXPOSED BEARINGS.

1. CLEAN AND SEAL JOINTS AT BENTS 1 AND 2.

LONGITUDINAL SECTION TRANSVERSE SECTION

W

ADHESIVE

SILICONE

PER SPECIAL PROVISION SECTION 449

PREFORMED SILICONE JOINT SEAL AS

�" R

EXPANSION JOINT DETAILS

THE EXISTING JOINT OPENING AT 70°F

THE VALUE OF W SHOWN IS BASED ON

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N S

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

35-00

FULTON COUNTY

GMS

BRIDGE NO.

CITY OF SANDY SPRINGS

DEPARTMENT OF PUBLIC WORKS

TO EDGEWATER DR NW

REPAIR SPALLS IN BEAMS

TO BLACK WATER TRAIL NW

O

T

"p

G U

T T

T T

E R

OF WINGWALL NO. 4

REPAIR LEANING PORTION

SUMMARY OF QUANTITIES

999-9999 LUMP LS RETAINING WALL RECONSTRUCTION

521-3000 15 SF PATCHING CONCRETE BRIDGE

210-0100 LUMP LS GRADING COMPLETE

151-1000 LUMP LS MOBILIZATION

150-1000 LUMP LS TRAFFIC CONTROL

NUMBER BRIDGE 5 UNIT PAY ITEM

PAY ITEM

5’-0"

"p

TOTAL LENGTH OF BRIDGE

30’-0" p

SCALE: 1" = 20’-0" (UNLESS NOTED OTHERWISE)

BRIDGE SERIAL NO. 121-0453-0

BRIDGE REHABILITATION CONSISTS OF

UTILITIES

GENERAL NOTES

8" CURB

8" CURB

PLAN

F L O

W

BRIDGE INSPECTION AND REPAIR

CITY OF SANDY SPRINGS

CHATTAHOOCHEE RIVER TRIB.

RIVERSIDE DRIVE OVER

GMS

AHEAD

1 INCH WHEN PRINTED FULL SIZE

OF WINGWALL NO. 1

REPAIR LEANING PORTION

OF BANK, TYP.

APPROXIMATE TOP

1 - WATER UTILITY

1 - GAS UTILITY

WINGWALL ELEVATION

A

A

SECTION A-A

TOP OF FOOTING

EXISTING TREE TO BE REMOVED

PORTION OF LEANING WING

15’-6"p

END OF WINGWALL

EXISTING GROUNDLINE

SCALE: 1" = 5’-0"

(LOOKING AT FRONT FACE)

WINGWALL NO. 1

c WINGWALL NO. 1

WINGWALL RECONSTRUCTI0N AREA

WINGWALL RECONSTRUCTI0N AREA WINGWALL ELEVATION SECTION B-B

B

B

PORTION OF LEANING WING

15’-0"p

EXISTING TREE TO BE REMOVED

TOP OF FOOTING

EXISTING GROUNDLINE

END OF WINGWALL

c WINGWALL NO. 4

SCALE: 1" = 5’-0"

(LOOKING AT FRONT FACE)

WINGWALL NO. 4

LOCATION DESCRIPTION QUANTITY

3 SF

3 SF

BEAM

SPALLS WITH EXPOSED REBAR

SPALLS WITH EXPOSED REBAR

1 1

2 SF

4 SF

1 SF

1 SF

BEAM SPALLS

SPALLS WITH EXPOSED REBAR

SPALLS WITH EXPOSED REBAR

SPALLS WITH EXPOSED REBAR

SPALLS WITH EXPOSED REBAR

SPALLS WITH EXPOSED REBAR

1 SF

c BRIDGE

N.

INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS, AND OTHER

SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED.

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT

APPROVED BY THE ENGINEER.

ADDITIONAL QUANTITY - ANY ADDITIONAL QUANTITY NOT SHOWN IN THE PLANS IS TO BE

BRIDGE.

INCLUDE THE COST FOR THIS WORK IN THE PAY-ITEM 521 - PATCHING CONCRETE

SHALL BE REPLACED AT NO ADDITIONAL COST TO THE CITY OF SANDY SPRINGS.

REINFORCING STEEL IS NOT DAMAGED. REINFORCEMENT DAMAGED BY THE CONTRACTOR

521 OF THE SPECIAL PROVISIONS. CARE SHALL BE TAKEN SO THAT EXISTING

SPALL REPAIRS - REPAIR SPALLS AS SHOWN IN THE PLANS IN ACCORDANCE WITH SECTION

EXISTING STRUCTURE AND HEAVY LINES INDICATE THE NEW STRUCTURE.

PRIOR TO ORDERING MATERIALS OR BUILDING FORMS. LIGHT LINES INDICATE THE

DIMENSIONS AND ELEVATIONS - VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD

CONTRACT DOCUMENTS.

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AS MODIFIED BY

EXISTING GAS UTILITY

EXISTING WATER UTILITY

AJB

IN PRICE BID FOR PAY-ITEM 999-9999.

5. INCLUDE ALL COSTS ASSOCIATED WITH RETAINING WALL RECONSTRUCTION

GDOT SPECIFICATIONS.

EXCAVATED AREA. BACKFILL IN ACCORDANCE WITH SECTION 21 1 OF THE

4. AFTER RETAINING WALL RECONSTRUCTION, REGRADE TO DRAIN THE

MORTAR SHALL BE TYPE N.

3. RECONSTRUCT RETAINING WALL IN KIND. RECESS MORTAR 1" FROM FACE.

BID FOR PAY-ITEM 999-9999.

DURING THE REMOVAL PROCESS. INCLUDE COST FOR NEW STONES IN PRICE

STONE IN WALL RECONSTRUCTION. REPLACE IN KIND ANY STONES DAMAGED

BE TAKEN AS TO NOT DAMAGE THE EXISTING WINGWALL. RETAIN AND REUSE

2. REMOVE LEANING PORTION OF EXISTING STONE MASONRY WALL. CARE SHALL

WALL. APPLY APPROVED HERBICIDE TO KILL THE TREE’S ROOT SYSTEM.

1. EXCAVATE BEHIND WALL AND REMOVE TREE AND ROOTS ADJACENT TO

WINGWALL RECONSTRUCTION NOTES:

3. REPAIR LEANING PORTIONS OF WINGWALLS 1 AND 4.

2. REMOVE VEGETATION BEHIND LEANING WINGWALLS.

1. REPAIR SPALLS IN BEAMS.

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N S

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

35-00

FULTON COUNTY

GMS

BRIDGE NO.

CITY OF SANDY SPRINGS

DEPARTMENT OF PUBLIC WORKS

NUMBER STENCIL AND BLACKPERMANENT PAINT. COSTS ASSOCIATED WITH THIS

BOTH THE FIRST AND THE LAST BENT (BOTH ENDS OF BRIDGE). USE A 5" HIGH

FOR BRIDGE 6 ON THE INSIDE FACE OF THE WEB ON THE FAR RIGHT BEAM NEAR

5. AFTER THE PAINTING IS COMPLETED, STENCIL THE SERIAL NUMBER (121-0456-0)

STRUCTURAL STEEL CAUSED BY THE BLAST CLEANING OR ANY OTHER RELATED

MODIFY THE STRUCTURAL INTEGRITY OF THE BRIDGE. REPAIR ANY DAMAGES TO THE

2. TOTAL ESTIMATED AREA OF STEEL TO BE PAINTED PER BRIDGE 6 IS 1,540 SF.

STRUCTURAL STEEL.

THE GEORGIA DOT SPECIFICATIONS. USE PAINT SYSTEM tq FOR EXISTING

1. CLEAN AND PAINT ALL EXISTING STRUCTURAL STEEL AS PER SECTION 535 OF

PAINTING NOTES

535-1105 LUMP LS PAINT EXIST STEEL STRUCTURE, BR ID 121-0456-0

521-3000 31 SF PATCHING CONCRETE BRIDGE

210-0100 LUMP LS GRADING COMPLETE

151-1000 LUMP LS MOBILIZATION

150-1000 LUMP LS TRAFFIC CONTROL

NUMBER BRIDGE 6 UNIT PAY ITEM

PAY ITEM

SUMMARY OF QUANTITIES

BRIDGE REHABILITATION CONSISTS OF

BRIDGE SERIAL NO. 121-0456-0

TO GLEN ERROL RD NW

B.F.P.R. BENT 2

PLAN

LONG ISLAND DR OVER LONG ISLAND CREEK

GMS

TOTAL LENGTH OF BRIDGE = 32’-0" p

U

T T

T T

E R p

O

T p

F L

O W

LOCATION DESCRIPTIONBARRIER

AHEAD

SCALE: 1" = 10’-0" (UNLESS NOTED OTHERWISE)

1 INCH WHEN PRINTED FULL SIZE

QUANTITY

OF BANK, TYP.

APPROXIMATE TOP

TYP. ALL WINGWALLS

CLEAN DRAINAGE PIPES,

IN DECK

REPAIR SPALLS

B.F.P.R. BENT 1

LOCATION DESCRIPTION

4 SF

10 SF

2 SF

BAY

HONEYCOMBING NEAR MIDSPAN

SPALLS WITH EXPOSED REBAR

SPALLS WITH EXPOSED REBAR

SPALLS WITH EXPOSED REBAR

QUANTITY

5 SF

LT 6 SF

RT 4 SF

AJB

C O

N C

R E

N D

R A

IL

1’

C O

N C

R E

N D

R A

IL

1’

PAINT BEAMS

CLEAN AND

SPALLS AT BENT CORNERS

SPALLS AT BT 1 CORNER

TO BURDETTE RD NW

c BRIDGE

N.

EXISTING GAS UTILITY

EXISTING WATER UTILITY

BOTTOM OF DECK SPALLS

1’

"p

1 - GAS UTILITY

1 - WATER UTILITY

UTILITIES

HANDRAIL SPALLS

4. CLEAN DRAIN INLET PIPES AND SCUPPER HOLES.

3. CLEAN AND PAINT BEAMS.

2. REPAIR SPALLS IN BOTTOM OF DECK.

1. REPAIR SPALLS IN HANDRAILS.

GENERAL NOTES

INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS, AND OTHER

SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED.

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT

APPROVED BY THE ENGINEER.

ADDITIONAL QUANTITY - ANY ADDITIONAL QUANTITY NOT SHOWN IN THE PLANS IS TO BE

BRIDGE.

INCLUDE THE COST FOR THIS WORK IN THE PAY-ITEM 521 - PATCHING CONCRETE

SHALL BE REPLACED AT NO ADDITIONAL COST TO THE CITY OF SANDY SPRINGS.

REINFORCING STEEL IS NOT DAMAGED. REINFORCEMENT DAMAGED BY THE CONTRACTOR

521 OF THE SPECIAL PROVISIONS. CARE SHALL BE TAKEN SO THAT EXISTING

SPALL REPAIRS - REPAIR SPALLS AS SHOWN IN THE PLANS IN ACCORDANCE WITH SECTION

THE OVERALL BID SUBMITTED.

DRAINAGE INLET - INCLUDE THE COST OF CLEANING DRAINAGE INLET AND SCUPPERS IN

EXISTING STRUCTURE AND HEAVY LINES INDICATE THE NEW STRUCTURE.

PRIOR TO ORDERING MATERIALS OR BUILDING FORMS. LIGHT LINES INDICATE THE

DIMENSIONS AND ELEVATIONS - VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD

CONTRACT DOCUMENTS.

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AS MODIFIED BY

SPALLS, TYP.

REPAIR HANDRAILCLEAN SCUPPER HOLE, TYP.

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N S

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

35-00

FULTON COUNTY

GMS

BRIDGE NO.

BRIDGE REHABILITATION

CITY OF SANDY SPRINGS

CITY OF SANDY SPRINGS

DEPARTMENT OF PUBLIC WORKS

ORIGINAL GROUNDLINE

PAINTING NOTES

5. THE COST OF PAINTING EXISTING STRUCTURAL STEEL SHALL BE INCLUDED IN THE

STRUCTURAL STEEL CAUSED BY THE BLAST CLEANING OR ANY OTHER RELATED

MODIFY THE STRUCTURAL INTEGRITY OF THE BRIDGE. REPAIR ANY DAMAGES TO THE

2. TOTAL ESTIMATED AREA OF STEEL TO BE PAINTED PER BRIDGE 7 IS 90 SF.

STRUCTURAL STEEL.

THE GEORGIA DOT SPECIFICATIONS. USE PAINT SYSTEM tq FOR EXISTING

1. CLEAN AND PAINT ALL EXISTING STEEL BEARINGS AS PER SECTION 535 OF

2 3 4 5 6 7

TOTAL LENGTH OF BRIDGE = 394’-0"

B.F.P.R. BENT 1 c BENT 2 c BENT 3 c BENT 4 c BENT 5 c BENT 6 c BENT 7

FIX FIX FIX FIX FIX FIX FIX

EXP EXP EXP EXP EXP EXP EXP

SPAN 7

57’-0"

SPAN 6

56’-0"

SPAN 5

56’-0"

SPAN 4

56’-0"

SPAN 3

56’-0"

SPAN 2

56’-0"

SPAN 1

57’-0"

F L

O W

PLAN

BRIDGE REHABILITATION CONSISTS OF

REMOVE DRIFT

BRIDGE SERIAL NO. 121-0457-0

OF BANK, TYP.

APPROXIMATE TOP

ELEVATION

AHEAD

TO RIVERSIDE DR NW

TO COLUMNS DR SE

BRIDGE REHABILITATION

CITY OF SANDY SPRINGS

CHATTAHOOCHEE RIVER

JOHNSON FERRY RD OVER

1 INCH WHEN PRINTED FULL SIZE

SCALE: 1" = 40’-0", (UNLESS NOTED OTHERWISE)

GMS AJB

2 - TRAFFIC CONTROL CONDUITS

2 - GAS UTILITIES

UTILITIES

STEEL BEARINGS

CLEAN AND PAINT

AND SUBSTRUCTURE

SUPERSTRUCTURE

REPAIR SPALLS IN

ANCHOR BOLT NUTS

REPLACE CORRODED

O

T c BRIDGE

N.

G U

T T

T T

E R

T T

T T

E R

V

R

IE

S

R A

IS

E D

M E

D

IA

N

B A

R R

IE

R

1’

SEAL

(RIGHT) FOOTING

REPAIR BENT 3

SEAL

(RIGHT) FOOTING

REPAIR BENT 5

SEAL

(RIGHT) FOOTING

REPAIR BENT 3

SEAL

(RIGHT) FOOTING

REPAIR BENT 5

EXISTING GAS UTILITY

CONTROL UTILITY

EXISTING TRAFFIC

TYP. ALL BENTS

SEAL JOINT,

CLEAN AND

L

IM

IT

P

O L

Y M

E R

S O

U T

H B

O U

N D

N E S

O V

E R

L A

Y

B.F.P.R. BENT 8

S

ID

E W

A L

K

S

ID

E W

A L

K

B A

R R

IE

R

1’

7. REPAIR VOIDS IN FOOTING SEALS.

6. CLEAN AND PAINT STEEL BEARINGS.

5. REPLACE CORRODED ANCHOR BOLT NUTS.

4. REPAIR SPALLS IN SUPERSTRUCTURE AND SUBSTRUCTURE.

3. REMOVE DRIFT FROM UPSTREAM FACE OF BENT 3.

2. CLEAN AND SEAL DECK JOINTS.

1. INSTALL POLYMER OVERLAY ON SOUTHBOUND SIDE OF BRIDGE DECK.

GENERAL NOTES

INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS, AND OTHER

SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED.

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT

ADDITIONAL QUANTITY - ANY ADDITIONAL QUANTITY NOT SHOWN IN THE PLANS IS TO BE

ACCORDANCE WITH THE SPECIAL PROVISIONS.

BRIDGE DECK OVERLAY. THE OVERLAY SHALL BE FURNISHED AND INSTALLED IN

GUTTER LINE TO GUTTER LINE SHALL BE OVERLAYED WITH A TWO-PART POLYMER

POLYMER OVERLAY - THE SURFACE OF THE SOUTHBOUND SIDE OF THE BRIDGE DECK FROM

BRIDGE.

INCLUDE THE COST FOR THIS WORK IN THE PAY-ITEM 521 - PATCHING CONCRETE

SHALL BE REPLACED AT NO ADDITIONAL COST TO THE CITY OF SANDY SPRINGS.

REINFORCING STEEL IS NOT DAMAGED. REINFORCEMENT DAMAGED BY THE CONTRACTOR

521 OF THE SPECIAL PROVISIONS. CARE SHALL BE TAKEN SO THAT EXISTING

SPALL REPAIRS - REPAIR SPALLS AS SHOWN IN THE PLANS IN ACCORDANCE WITH SECTION

COST OF MATERIALS AND INSTALLATION IN THE PRICE BID FOR PAY ITEM 449.

COATED SELF-EXPANDING SEALANT AS PER THE SPECIAL PROVISIONS. INCLUDE THE

REFUSE, AND EXISTING SEALANT AND SEAL JOINTS USING THE PREFORMED SILICONE

EXISTING BRIDGE JOINTS - CLEAN EXISTING BRIDGE EXPANSION JOINTS OF ALL DIRT,

BID SUBMITTED.

AT ALL BENTS AS REQUIRED. INCLUDE ALL COSTS FOR THI WORK IN THE OVERALL

ANCHOR NUTS - TIGHTEN OR REPLACE MISSING, LOOSE, OR CORRODED ANCHOR NUTS

THE OVERALL BID SUBMITTED.

DRIFT REMOVAL - INCLUDE THE COST TO REMOVE DRIFT IN CONTACT WITH THE BRIDGE IN

EXISTING STRUCTURE AND HEAVY LINES INDICATE THE NEW STRUCTURE.

PRIOR TO ORDERING MATERIALS OR BUILDING FORMS. LIGHT LINES INDICATE THE

DIMENSIONS AND ELEVATIONS - VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD

(PROJECT ID NO. 751300).

AND WIDENED UNDER PROJECT NUMBER STP-9252(6)

THE ORIGINAL BRIDGE WAS BUILT UNDER PROJECT NUMBER S1379(1)

HTTP://WWW.DOT.GA.GOV/BS/PROJECTS/PROJECTSEARCH

DOT WEBSITE AT:

EXISTING BRIDGE PLANS - ORIGINAL BRIDGE PLANS MAY BE OBTAINED ON THE GEORGIA

CONTRACT DOCUMENTS.

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AS MODIFIED BY

LOCATION DESCRIPTION QUANTITYBAY

BOTTOM OF DECK SPALLS

SPALLS WITH EXPOSED REBAR 6 SF

SPALLS WITH EXPOSED REBAR 6 SF3

SPALLS WITH EXPOSED REBAR 6 SF4

SPALLS WITH EXPOSED REBAR 6 SF5

LOCATION DESCRIPTION QUANTITYSPAN

SPALLS WITH EXPOSED REBAR IN RIGHT CAP5

3 SPALL WITH EXPOSED REBAR UNDER BEAM 16

SPALLING AT BENT CORNERS

2 SF

1 SF

6 SF

6 SF

6 SF

BENT SPALLS

SPALLS WITH EXPOSED REBAR IN RIGHT CAP

SPALLS WITH EXPOSED REBAR IN RIGHT CAP

LOCATION DESCRIPTION QUANTITYSPAN

1 SF

1 SFSPALL ON UPPER FLANGE OF BEAM 15 NEAR BENT 5

6 1 SF

6 1 SFSPALL WITH EXPOSED REBAR IN BEAM 16 NEAR BENT 6

SPALL WITH EXPOSED REBAR IN BEAM 15 NEAR BENT 2

SPALL WITH EXPOSED REBAR IN BEAM 15 NEAR BENT 6

BEAM SPALLS

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N S

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

35-00

FULTON COUNTY

GMS

BRIDGE NO.

CITY OF SANDY SPRINGS

DEPARTMENT OF PUBLIC WORKS

JOINT OPENING (W)

W

LOCATION

BENT 1

NBL SBL

W

BENT 2

BENT 3

BENT 4

BENT 5

BENT 6

BENT 7

BENT 8

1 �"p

1 �"p

1 �"p

1 �"p

1 �"p

1 �"p

1 �"p

1 �"p 1 �"p

1 �"p

1"p

1 �"p

1 �"p

1 �"p

1 �"p

1 �"p

BOTTOM OF EXISTING FOOTING

EXISTING BENT COLUMN

SEE SPECIAL PROVISIONS FOR FURTHER REQUIREMENTS.

SEALANT IN THE PRICE BID FOR PAY ITEM 449-3800 AND

INSTALLING PREFORMED SILICONE COATED SELF-EXPANDING

INCLUDE ALL COSTS ASSOCIATED WITH THE FURNISHING AND

MATERIALS.

CONTRACTOR TO VERIFY JOINT OPENING PRIOR TO ORDERING

EXPANSION JOINT NOTES:

2.

1.

EXPANSION JOINT DETAILS

BOTH SIDES

EPOXY ADHESIVE

CURED TRAFFIC GRADE

FACTORY-APPLIED AND

SILICONE FACING. **

W

A

P T

H

BEJS IMPREGNATED

FOAM

FORCED DOWN ALONG SIDE OF

BEADS AND SILICONE BAND

FIELD-APPLIED SILICONE CORNER

BEJS AS SHOWN - BOTH SIDES

LONGITUDINAL SECTION

* USE DEPTH OF SEAL AS PER THE

MANUFACTURERS SPECIFICATIONS.

** WIDTHS UNDER 1-INCH HAVE A

CONVEX SINGLE-BELLOWS SURFACE.

WIDTHS FROM 1-INCH TO 4-INCHES

HAVE A DUAL-BELLOWS SURFACE.

535-1105 LUMP LS PAINT EXISTING STEEL STRUCTURE, BR ID 121-0457-0

521-3000 49 SF PATCHING CONCRETE BRIDGE

519-0530 1992 SY POLYMER OVERLAY

519-0515 1992 SY SURFACE PREPARATION

500-3700 5 CY SEAL CONC

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 8 NBL

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 8 SBL

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 7 NBL

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 7 SBL

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 6 NBL

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 6 SBL

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 5 NBL

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 5 SBL

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 4 NBL

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 4 SBL

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 3 NBL

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 3 SBL

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 2 NBL

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 2 SBL

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 1 NBL

449-3800 62 LF PREFORMED, PRECOMPRESSED, SILICONE COATED, SELF-EXPANDING SEALANT SYSTYEM, BR NO 7, BT NO 1 SBL

210-0100 LUMP LS GRADING COMPLETE

151-1000 LUMP LS MOBILIZATION

150-1000 LUMP LS TRAFFIC CONTROL

NUMBER BRIDGE 7 UNIT PAY ITEM

PAY ITEM

SUMMARY OF QUANTITIES

BRIDGE SERIAL NO. 121-0457-0

GMS AJB

BRIDGE REHABILITATION

CITY OF SANDY SPRINGS

CHATTAHOOCHEE RIVER

JOHNSON FERRY RD OVER

SCALE: NO SCALE

THE EXISTING JOINT OPENING AT 70°F

THE VALUE OF W SHOWN IS BASED ON

FOOTING SEAL REPAIR NOTES:

WORK ASSOCIATED WITH FOOTING SEAL REPAIR IN PAY-ITEM 500-3700.

7. INCLUDE THE COST OF STREAM DIVERSION, COFFERDAMS, AND ANY OTHER

‘PLACE SEAL CONCRETE".

OF 6 IN. PLACE THE CONCRETE AS OUTLINED IN SUBSECTION 500.3.05.V,

6. SEAL CONCRETE QUANTITIES ARE BASED ON AN ASSUMED HEIGHT OF VOID

5. REMOVE FORMWORK AND COFFERDAMS.

4. ALLOW TO FULLY CURE.

EXISTING SEAL. MAINTAIN A MINIMUM 6" THICKNESS OF SEAL CONCRETE.

SHOULD COMPLETELY FILL THE VOIDS BETWEEN THE FOOTING AND

3. PLACE NEW SEAL CONCRETE TO THE LIMITS SHOWN. THE SEAL CONCRETE

BETWEEN THE BOTTOM OF FOOTING AND EXISTING SEAL.

2. CUT AND PLACE FORMWORK AS REQUIRED IN ORDER TO FORM A SEAL

FOOTINGS AND SEALS.

1. PLACE COFFERDAMS AS NECESSARY TO GAIN ACCESS TO EXISTING

EXISTING CONDITION

GROUNDLINE

EXISTING

FOOTING SEAL

EXISTING

VOID IN EXISTING SEAL

FOOTING

2’-6" EXIST.

NEW SEAL CONCRETE

ALL SIDES

6" MIN.

REPAIRED CONDITION

ALL SIDES

6" MIN.,

SEAL

FOOTING

EXISTING

A

GROUNDLINE

EXISTING

EXISTING BENT COLUMN

TOP OF EXISTING FOOTING

SECTION A-A

6’-0"p

"p

EXIST. FOOTING

ALL SIDES

6" MIN.,

NEW SEAL CONCRETE

EXIST. FOOTING SEAL

9’-0"p

FOOTING SEAL REPAIR DETAIL

BENT 5, COLUMN 6

BENT 3, COLUMNS 5 & 6 AND

LOOKING AHEAD

2 0F 2

NO SCALE

* SEAL AS PER GEORGIA DOT

SPECIFICATIONS SECTION 449.2.D.

* 3"

TRANSVERSE SECTION

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N S

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

35-00

FULTON COUNTY

GMS

BRIDGE NO.

CITY OF SANDY SPRINGS

DEPARTMENT OF PUBLIC WORKS

TRIPLE 10’-0" X 6’-0" BOX CULVERT

155’-0"p

FLOW

GENERAL NOTES

BRIDGE SERIAL NO. 121-0592-0

BRIDGE REHABILITATION CONSISTS OF

PLAN

SCALE: 1" = 20’-0" (UNLESS NOTED OTHERWISE)

GMS

BRIDGE REHABILITATION

CITY OF SANDY SPRINGS

NANCY CREEK TRIB.

PEACHREE-DUNWOODY ROAD OVER

OF BANK, TYP.

APPROXIMATE TOP

1 INCH WHEN PRINTED FULL SIZE

SPALLS IN BARRELS

REPAIR CRACKS AND

R

IG

H T

M

ID

D L

E

L E F

T

B A

R R

E L

B A

R R

E L

B A

R R

E L

REPAIR CRACKS IN WINGWALL (10 LF)

CONCRETE DAM

EXISTING 4’-0"

APRON AT INLET

EXISTING CONCRETE REPAIR CRACKS IN INLET HEADWALL (6 LF)

AJB

BRIDGE NO. 8

N.

LOCATION DESCRIPTIONBARREL

RT 28 LF

RT 20 LFPERIMETER CRACK

MID

MID 66 LFPERIMETER CRACKS

LT

LT 66 LF

MID 18 LFCIRCULAR CRACK IN RT INTERIOR WALL

QUANTITY

CRACKS IN SIDE WALLS 132 LF

PERIMETER CRACKS

CRACKS IN SIDE WALLS 78 LF

CRACKS IN SIDE WALLS

CRACK REPAIRS

EDGE OF CURB EDGE OF CURBc ROADWAY

RT

RT 5 SFSCOUR DAMAGE NEAR OUTLET

RT HONEYCOMBING IN EXTERIOR WALL

RT 19 SF

1 1 SF

HONEYCOMBING WITH DELAMINATION IN INTERIOR WALL

SPALLS WITH EXPOSED REBAR 10 SF

SPALL REPAIRS

LOCATION DESCRIPTIONBARREL QUANTITY

INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS, AND OTHER

SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED.

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT

APPROVED BY THE ENGINEER.

ADDITIONAL QUANTITY - ANY ADDITIONAL QUANTITY NOT SHOWN IN THE PLANS IS TO BE

BID FOR PAY-ITEM 528 - EPOXY PRESSURE INJECTION OF CONCRETE CRACKS.

SPECIFICATIONS. INCLUDE COST OF MATERIALS AND INSTALLATION IN THE PRICE

SHALL BE PERFORMED IN ACORDANCE WITH SECTION 528 OF THE GEORGIA DOT

EPOXY PRESSURE INJECTION OF CONCRETE CRACKS - ALL PRESSURE INJECTION OF CRACKS

BRIDGE.

INCLUDE THE COST FOR THIS WORK IN THE PAY-ITEM 521 - PATCHING CONCRETE

SHALL BE REPLACED AT NO ADDITIONAL COST TO THE CITY OF SANDY SPRINGS.

REINFORCING STEEL IS NOT DAMAGED. REINFORCEMENT DAMAGED BY THE CONTRACTOR

521 OF THE SPECIAL PROVISIONS. CARE SHALL BE TAKEN SO THAT EXISTING

SPALL REPAIRS - REPAIR SPALLS AS SHOWN IN THE PLANS IN ACCORDANCE WITH SECTION

EXISTING STRUCTURE AND HEAVY LINES INDICATE THE NEW STRUCTURE.

PRIOR TO ORDERING MATERIALS OR BUILDING FORMS. LIGHT LINES INDICATE THE

DIMENSIONS AND ELEVATIONS - VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD

CONTRACT DOCUMENTS.

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AS MODIFIED BY

2. REPAIR SPALLS WITH EXPOSED REBAR.

1. EPOXY PRESSURE INJECTION OF CONCRETE CRACKS.

UTILITIES

NONE

528-0501 424 LF EPOXY PRESSURE INJECTION OF CONCRETE CRACKS

521-3000 45 SF PATCHING CONCRETE BRIDGE

210-0100 LUMP LS GRADING COMPLETE

151-1000 LUMP LS MOBILIZATION

150-1000 LUMP LS TRAFFIC CONTROL

NUMBER BRIDGE 8 UNIT PAY ITEM

PAY ITEM

SUMMARY OF QUANTITIES

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N S

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

35-00

FULTON COUNTY

GMS

CITY OF SANDY SPRINGS

DEPARTMENT OF PUBLIC WORKS

GENERAL NOTES

BRIDGE REHABILITATION CONSISTS OF

BRIDGE SERIAL NO. 121-0593-0

DOUBLE 10’-0" X 4’-0" BOX CULVERT

110’-0"p

UTILITIES

R R

E L

R R

E L

HAMMOND DR OVER NANCY CREEK TRIB.

PLAN

OF BANK, TYP.

APPROXIMATE TOP

1 INCH WHEN PRINTED FULL SIZE

SCALE: 1" = 15’-0" (UNLESS NOTED OTHERWISE)

GMS

INLET

8’-0"

BARREL

FROM LT BARREL

CLEAR DEBRIS BUILDUP

NONE

FULL PERIMETER CRACK NEAR MIDSPAN 18 LF

18 LFFULL PERIMETER CRACK

12 LFCRACKS ON EXTERIOR WALL

CONCRETE REPAIRS

QUANTITY

EXISTING INLET PIPES

F L

O W

AJB

N.

EDGE OF CURB EDGE OF CURBc ROADWAY

LOCATION

RT BARREL

LT BARREL

LT BARREL

DESCRIPTION

INLET WINGWALL CRACK IN LT WINGWALL 5 LF

BARRELS AND WINGWALL

REPAIR CRACKS IN

2. REMOVE DEBRIS BUILDUP IN LEFT BARREL.

1. EPOXY PRESSURE INJECTION OF CONCRETE CRACKS.

BRIDGE NO. 9

528-0501 53 LF EPOXY PRESSURE INJECTION OF CONCRETE CRACKS

200-0100 LUMP LS GRADING COMPLETE

151-1000 LUMP LS MOBILIZATION

150-1000 LUMP LS TRAFFIC CONTROL

NUMBER BRIDGE 9 UNIT PAY ITEM

PAY ITEM

SUMMARY OF QUANTITIES

INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS, AND OTHER

SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED.

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT

APPROVED BY THE ENGINEER.

ADDITIONAL QUANTITY - ANY ADDITIONAL QUANTITY NOT SHOWN IN THE PLANS IS TO BE

BID FOR PAY-ITEM 528 - EPOXY PRESSURE INJECTION OF CONCRETE CRACKS.

SPECIFICATIONS. INCLUDE COST OF MATERIALS AND INSTALLATION IN THE PRICE

SHALL BE PERFORMED IN ACORDANCE WITH SECTION 528 OF THE GEORGIA DOT

EPOXY PRESSURE INJECTION OF CONCRETE CRACKS - ALL PRESSURE INJECTION OF CRACKS

IN THE OVERALL BID SUBMITTED.

DEBRIS REMOVAL - INCLUDE THE COST TO REMOVE DEBRIS IN CONTACT WITH THE BRIDGE

EXISTING STRUCTURE AND HEAVY LINES INDICATE THE NEW STRUCTURE.

PRIOR TO ORDERING MATERIALS OR BUILDING FORMS. LIGHT LINES INDICATE THE

DIMENSIONS AND ELEVATIONS - VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD

CONTRACT DOCUMENTS.

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AS MODIFIED BY

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N S

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

35-00

FULTON COUNTY

GMS

BRIDGE REHABILITATION

CITY OF SANDY SPRINGS

CITY OF SANDY SPRINGS

DEPARTMENT OF PUBLIC WORKS

NUMBER STENCIL AND BLACKPERMANENT PAINT. COSTS ASSOCIATED WITH THIS

BOTH THE FIRST AND THE LAST BENT (BOTH ENDS OF BRIDGE). USE A 5" HIGH

FOR BRIDGE 11 ON THE INSIDE FACE OF THE WEB ON THE FAR RIGHT BEAM NEAR

5. AFTER THE PAINTING IS COMPLETED, STENCIL THE SERIAL NUMBER (121-5030-0)

STRUCTURAL STEEL CAUSED BY THE BLAST CLEANING OR ANY OTHER RELATED

MODIFY THE STRUCTURAL INTEGRITY OF THE BRIDGE. REPAIR ANY DAMAGES TO THE

2. TOTAL ESTIMATED AREA OF STEEL TO BE PAINTED PER BRIDGE 10 IS 1,530 SF.

STRUCTURAL STEEL.

THE GEORGIA DOT SPECIFICATIONS. USE PAINT SYSTEM tq FOR EXISTING

1. CLEAN AND PAINT ALL EXISTING STRUCTURAL STEEL AS PER SECTION 535 OF

535-1105 LUMP LS PAINT EXIST STEEL STRUCTURE, BR ID 121-5030-0

528-0501 55 LF EPOXY PRESSURE INJECTION OF CONCRETE CRACKS

521-3000 15 SF PATCHING CONCRETE BRIDGE

200-0100 LUMP LS GRADING COMPLETE

151-1000 LUMP LS MOBILIZATION

150-1000 LUMP LS TRAFFIC CONTROL

NUMBER BRIDGE 10 UNIT PAY ITEM

PAY ITEM

SUMMARY OF QUANTITIES

F L

O W

O

T

"p

G U

T T

T T

E R

TOTAL LENGTH OF BRIDGE = 34’-0" p

WINGWALL NO. 3

REPAIR CRACKS IN

WINGWALL NO. 4

REPAIR CRACKS IN

LOCATION DESCRIPTION LENGTH

1 22 LF

2 3 LF

3 12 LF

1 4 LF

1 2 LF

GENERAL NOTES

BRIDGE SERIAL NO. 121-5030-0

TO CLAY DR NE

TO BALL CREEK WAY

PLAN

AHEAD

GMS

SCALE: 1’ = 10’-0" (UNLESS NOTED OTHERWISE)

SPALDING DR OVER BALL MILL CREEK

OF BANK, TYP.

APPROXIMATE TOP

1 INCH WHEN PRINTED FULL SIZE

1’-9"p CONCRETE HANDRAIL

B.F.P.R. BENT 2B.F.P.R. BENT 1

1 - WATER UTILITY

1 - GAS UTILITY

UTILITIES

IN DECK

REPAIR SPALLS

WINGWALL

FRONT FACE CRACKS WITH EFFLORESCENCE

FRONT FACE CRACKS WITH EFFLORESCENCE

FRONT FACE CRACKS WITH EFFLORESCENCE

WINGWALL NO. 1

REPAIR CRACKS IN

WINGWALL NO. 2

REPAIR CRACKS IN

CRACK IN TOP OF RT CONCRETE HANDRAIL

REAR FACE CRACK IN WINGWALL NO. 1

4 12 LF

AJB

1’-9"p CONCRETE HANDRAIL

FRONT FACE CRACKS WITH EFFLORESCENCE

WINGWALL CRACKS

INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS, AND OTHER

SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED.

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT

APPROVED BY THE ENGINEER.

ADDITIONAL QUANTITY - ANY ADDITIONAL QUANTITY NOT SHOWN IN THE PLANS IS TO BE

BID FOR PAY-ITEM 528 - EPOXY PRESSURE INJECTION OF CONCRETE CRACKS.

SPECIFICATIONS. INCLUDE COST OF MATERIALS AND INSTALLATION IN THE PRICE

SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 528 OF THE GEORGIA DOT

EPOXY PRESSURE INJECTION OF CONCRETE CRACKS - ALL PRESSURE INJECTION OF CRACKS

BRIDGE.

INCLUDE THE COST FOR THIS WORK IN THE PAY-ITEM 521 - PATCHING CONCRETE

SHALL BE REPLACED AT NO ADDITIONAL COST TO THE CITY OF SANDY SPRINGS.

REINFORCING STEEL IS NOT DAMAGED. REINFORCEMENT DAMAGED BY THE CONTRACTOR

521 OF THE SPECIAL PROVISIONS. CARE SHALL BE TAKEN SO THAT EXISTING

SPALL REPAIRS - REPAIR SPALLS AS SHOWN IN THE PLANS IN ACCORDANCE WITH SECTION

PRIOR TO ORDERING MATERIALS OR BUILDING FORMS.

DIMENSIONS AND ELEVATIONS - VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD

CONTRACT DOCUMENTS.

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AS MODIFIED BY

1" p

EXISTING WATER UTILITY

EXISTING GAS UTILITY

N.

SPALL REPAIRS

QUANTITY (SF)

1 SF

1 SF

1 SF

BAY 1

BAY 3

BAY 8

BENT 1 1 2 SFHONEYCOMBING IN BENT 1

LOCATION

SPALL IN DECK WITH EXPOSED REBAR NEAR BT 1

SPALL IN DECK WITH EXPOSED REBAR NEAR BT 1

SPALL IN DECK WITH EXPOSED REBAR NEAR BT 1

DESCRIPTION

IN BENT 1

REPAIR HONEYCOMBING 4. CLEAN AND PAINT BEAMS.

3. REPAIR HONEYCOMBING IN BENT 1.

2. REPAIR SPALLS IN BOTTOM OF DECK

1. EPOXY INJECT CRACKS IN ALL WINGWALLS.

BRIDGE REHABILITATION CONSISTS OF

1 1

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N S

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

35-00

FULTON COUNTY

GMS

BRIDGE NO.

BRIDGE REHABILITATION

CITY OF SANDY SPRINGS

CITY OF SANDY SPRINGS

DEPARTMENT OF PUBLIC WORKS

TO N MILL RD

NUMBER STENCIL AND BLACKPERMANENT PAINT. COSTS ASSOCIATED WITH THIS

BOTH THE FIRST AND THE LAST BENT (BOTH ENDS OF BRIDGE). USE A 5" HIGH

FOR BRIDGE 12 ON THE INSIDE FACE OF THE WEB ON THE FAR RIGHT BEAM NEAR

5. AFTER THE PAINTING IS COMPLETED, STENCIL THE SERIAL NUMBER (121-5034-0)

STRUCTURAL STEEL CAUSED BY THE BLAST CLEANING OR ANY OTHER RELATED

MODIFY THE STRUCTURAL INTEGRITY OF THE BRIDGE. REPAIR ANY DAMAGES TO THE

2. TOTAL ESTIMATED AREA OF STEEL TO BE PAINTED PER BRIDGE 11 IS 1,480 SF.

tq FOR EXISTING STRUCTURAL STEEL.

SECTION 535 OF THE GEORGIA DOT SPECIFICATIONS. USE PAINT SYSTEM

1. CLEAN AND PAINT ALL EXISTING STRUCTURAL STEEL AND GUARDRAIL AS PER

PAINTING NOTES

535-1105 LUMP LS PAINT EXISTING STEEL STRUCTURE, BR ID 121-5035-0

528-0501 72 LF EPOXY PRESSURE INJECTION OF CONCRETE CRACKS

521-3000 2 SF PATCHING CONCRETE BRIDGE

200-0100 LUMP LS GRADING COMPLETE

151-1000 LUMP LS MOBILIZATION

150-1000 LUMP LS TRAFFIC CONTROL

NUMBER BRIDGE 11 UNIT PAY ITEM

PAY ITEM

SUMMARY OF QUANTITIES

BRIDGE SERIAL NO. 121-5034-0

8"p CURB

8"p CURB

G U

T T

T T

E R

"p

O

T

"p

S

ID

E W

A L

K

TOTAL LENTH OF BRIDGE = 30’-0"p

B.F.P.R. BENT 2B.F.P.R. BENT 1

BRIDGE REHABILITATION CONSISTS OF

UTILITIES

GENERAL NOTES

AROUND SCUPPER HOLE (2 SF)

REPAIR SPALL WITH EXPOSED REBAR

F L

O W

PLAN

BENT 2 (56 LF)

REPAIR CRACKS IN

AHEAD

TO CANONBURY PL

OF BANK, TYP.

APPROXIMATE TOP

BRANDON MILL RD OVER MARSH CREEK

1 INCH WHEN PRINTED FULL SIZE

SCALE: 1" = 10’-0" (UNLESS NOTED OTHERWISE)

GMS

BENT 1 (4 LF)

REPAIR CRACK IN

WINGWALL NO. 4 (8 LF)

REPAIR CRACK IN

RT CURB (4 LF)

REPAIR CRACK IN

EXISTING GAS UTILITY

c BRIDGE

"p

"p

N.

AJB

EXISTING SEWER UTILITY

1 - SEWER UTILITY

1 - GAS UTILITY

3. CLEAN AND PAINT BEAMS AND GUARDRAIL.

2. REPAIR SPALL AROUND SCUPPER HOLE.

1. EPOXY INJECTION OF CONCRETE CRACKS.

INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS, AND OTHER

SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED.

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT

APPROVED BY THE ENGINEER.

ADDITIONAL QUANTITY - ANY ADDITIONAL QUANTITY NOT SHOWN IN THE PLANS IS TO BE

BRIDGE.

INCLUDE THE COST FOR THIS WORK IN THE PAY-ITEM 521 - PATCHING CONCRETE

SHALL BE REPLACED AT NO ADDITIONAL COST TO THE CITY OF SANDY SPRINGS.

REINFORCING STEEL IS NOT DAMAGED. REINFORCEMENT DAMAGED BY THE CONTRACTOR

521 OF THE SPECIAL PROVISIONS. CARE SHALL BE TAKEN SO THAT EXISTING

SPALL REPAIRS - REPAIR SPALLS AS SHOWN IN THE PLANS IN ACCORDANCE WITH SECTION

BID FOR PAY-ITEM 528 - EPOXY PRESSURE INJECTION OF CONCRETE CRACKS.

SPECIFICATIONS. INCLUDE COST OF MATERIALS AND INSTALLATION IN THE PRICE

SHALL BE PERFORMED IN ACORDANCE WITH SECTION 528 OF THE GEORGIA DOT

EPOXY PRESSURE INJECTION OF CONCRETE CRACKS - ALL PRESSURE INJECTION OF CRACKS

EXISTING STRUCTURE AND HEAVY LINES INDICATE THE NEW STRUCTURE.

PRIOR TO ORDERING MATERIALS OR BUILDING FORMS. LIGHT LINES INDICATE THE

DIMENSIONS AND ELEVATIONS - VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD

CONSTRUCTION. INCLUDE THE COST FOR THIS WORK IN THE OVERALL BID SUBMITTED.

CONTRACT DOCUMENTS.

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AS MODIFIED BY

1 1

CLEAN AND PAINT BEAMS

GUARDRAIL TO MATCH EXISTING

PAINT PORTION OF RECENTLY REPLACED

GUARDRAIL TO MATCH EXISTING

PAINT PORTION OF RECENTLY REPLACED

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N S

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

35-00

FULTON COUNTY

GMS

BRIDGE NO.

BRIDGE REHABILITATION

CITY OF SANDY SPRINGS

CITY OF SANDY SPRINGS

DEPARTMENT OF PUBLIC WORKS

RIP RAP

LIMITS OF

2’-0"

SUMMARY OF QUANTITIES

603-7000 10 SY PLASTIC FILTER FABRIC

603-2024 10 SY STN DUMPED RIP RAP, TP 1, 24 IN

600-0001 3 CY FLOWABLE FILL

535-1105 LUMP LS PAINT EXISTING STEEL STRUCTURE, BR ID 121-5035-0

528-0501 3 LF EPOXY PRESSURE INJECTION OF CONCRETE CRACKS

521-3000 72 SF PATCHING CONCRETE BRIDGE

407-0020 34 LF ASPHALT-RUBBER JOINT AND CRACK SEAL, TP S

200-0100 LUMP LS GRADING COMPLETE

151-1000 LUMP LS MOBILIZATION

150-1000 LUMP LS TRAFFIC CONTROL

NUMBER BRIDGE 12 UNIT PAY ITEM

PAY ITEM

8" CURB

8" CURB

GENERAL NOTES

BRIDGE REHABILITATION CONSISTS OF

UTILITIES

BRIDGE SERIAL NO. 121-5035-0

O

T p

G U

T T

T T

E R

TOTAL LENGTH OF BRIDGE = 60’-0" p

SPAN 2

30’-0" p

SPAN 1

30’-0" p

PLAN

F L

O W

CLEAR SWALE

AHEAD

GLENRIDGE DR OVER MARSH CREEK

GMS

SCALE: 1" = 10’-0" (UNLESS NOTED OTHERWISE)

1 INCH WHEN PRINTED FULL SIZE

TO GLENLAKE PKWY NE

TO ABERNATHY RD NE

IN SPAN 1 BEAMS

REPAIR SPALLS

IN SPAN 2 BEAMS

REPAIR SPALLS

REMOVE DRIFT FROM BENT 2

OF BANK, TYP.

APPROXIMATE TOP

UNDERMINING REPAIR LOCATION

BENT LOCATION DESCRIPTION QUANTITY

1 UNDERMINING AT BENT 1 1 CY

2 1 CY

UNDERMINING AT BENT 33 1 CY

UNDERMINING AT BENT 2 FRONT FACE

c BENT 2 B.F.P.R. BENT 3

LOCATION DESCRIPTIONBEAM

BEAM SPALLS

SPAN

1 SPALLS WITH EXPOSED REBAR 1 SF

1 3 SPALLS WITH EXPOSED REBAR 7 SF

1 4 SPALLS WITH EXPOSED REBAR 1 SF

1 5 SPALLS WITH EXPOSED REBAR 1 SF

1 5 SECTION LOSS IN BEAM ABOVE BENT 2 2 SF

1 6 13 SF

1 7 1 SFDELAMINATION NEAR BENT 2

1 7 1 SFSPALL AROUND BOLT NEAR MIDSPAN

1 8 2 SF

SPALLS WITH EXPOSED REBAR

1 10

1 10 SPALLS WITH EXPOSED REBAR

SPALLS WITH EXPOSED REBAR

1 SF

1 SF

SPALLS WITH EXPOSED REBAR AT BT 1 EDGEBEAM

1 1 SPALLS WITH EXPOSED REBAR 7 SF

QUANTITY

12 SPALLS WITH EXPOSED REBAR 2 SF

2 2 SPALLS WITH EXPOSED REBAR 1 SF

2 3 1 SFDELAMINATION NEAR BENT 2

2 3 SPALLS WITH EXPOSED REBAR 3 SF

2 4 SPALLS WITH EXPOSED REBAR 1 SF

2 6 SPALLS WITH EXPOSED REBAR 1 SF

2 8 SPALLS WITH EXPOSED REBAR 1 SF

2 1O 1 SFSPALLS WITH EXPOSED REBAR

2 1O DELAMINATION AT BENT 2 EDGEBEAM 2 SF

2 1 1 SPALLS WITH EXPOSED REBAR 1 SF

CLEAR SWALE

AJB

BENT LOCATION DESCRIPTION

BENT SPALLS

SPALLS UNDER BM 9 AND BM 1 11 1 SF

1 SPALLS WITH EXPOSED REBAR 3 SF

2 SF1 HONEYCOMBING NEAR BM 1

SPALL UNDER BM 3 AND 4 1 SF

1 SFDELAMINATION UNDER BM 8

1 SF

SPALL WITH EXPOSED REBAR UNDER BM 10 1 SF

SPALL UNDER BM 9

CORNER SPALL UNDER BM 1 1 3 SF

SPALL UNDER BM 8

1 SF

1 SF

2 RF

2 RF

2 RF

2 RF

2 RF

2 FF

2 FF

SPALL WITH EXPOSED REBAR UNDER BM 1 AND 2

2 SF

3 SPALL UNDER BM 8 1 SF

3 SPALLS WITH EXPOSED REBAR UNDER BM 9 2 SF

QUANTITY

DELAMINATION UNDER BM 2 AND BM 3

B.F.P.R. BENT 1

LOCATION DESCRIPTION LENGTH

CRACK IN BM 5, SPAN 2 2 LF

STRUCTURE CRACKS

CRACK IN BENT 2 FRONT FACE UNDER BEAM 1 1 1 LF

NONE

"p

SEE DETAIL AND NOTES

PIER SCOUR REPAIR,

N.

AT BENT 2

ASPHALT OVERLAY

SEAL CRACK IN

TYP., SEE DETAIL

PAINT BENT 2 PILES,

SEE DETAIL

AT BENT 1,

REPAIR UNDERMINING

SEE DETAIL

AT BENT 3,

REPAIR UNDERMINING

SEE DETAIL

AT BENT 2,

REPAIR SCOUR

8. PAINT ALL PILES AT BENT 2.

7. CLEAR SWALES AND SCUPPER HOLES.

6. REPAIR SCOUR AT BENT 2.

5. REPAIR UNDERMINING AT BENTS 1 AND 3.

4. EPOXY INJECTION OF CONCRETE CRACKS.

3. REPAIR SPALLS IN SUPERSTRUCTURE AND SUBSTRUCTURE.

2. REMOVE DRIFT FROM BENT 2.

1. SEAL CRACK IN ASPHALT OVERLAY AT BENT 2.

INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS, AND OTHER

SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED.

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT

APPROVED BY THE ENGINEER.

ADDITIONAL QUANTITY - ANY ADDITIONAL QUANTITY NOT SHOWN IN THE PLANS IS TO BE

BRIDGE.

INCLUDE THE COST FOR THIS WORK IN THE PAY-ITEM 521 - PATCHING CONCRETE

SHALL BE REPLACED AT NO ADDITIONAL COST TO THE CITY OF SANDY SPRINGS.

REINFORCING STEEL IS NOT DAMAGED. REINFORCEMENT DAMAGED BY THE CONTRACTOR

521 OF THE SPECIAL PROVISIONS. CARE SHALL BE TAKEN SO THAT EXISTING

SPALL REPAIRS - REPAIR SPALLS AS SHOWN IN THE PLANS IN ACCORDANCE WITH SECTION

BID FOR PAY-ITEM 528 - EPOXY PRESSURE INJECTION OF CONCRETE CRACKS.

SPECIFICATIONS. INCLUDE COST OF MATERIALS AND INSTALLATION IN THE PRICE

SHALL BE PERFORMED IN ACORDANCE WITH SECTION 528 OF THE GEORGIA DOT

EPOXY PRESSURE INJECTION OF CONCRETE CRACKS - ALL PRESSURE INJECTION OF CRACKS

AND SWALES IN THE OVERALL BID SUBMITTED.

DRAINAGE INLET - INCLUDE THE COST OF CLEANING DRAINAGE INLET, SCUPPERS,

THE OVERALL BID SUBMITTED.

DRIFT REMOVAL - INCLUDE THE COST TO REMOVE DRIFT IN CONTACT WITH THE BRIDGE IN

EXISTING STRUCTURE AND HEAVY LINES INDICATE THE NEW STRUCTURE.

PRIOR TO ORDERING MATERIALS OR BUILDING FORMS. LIGHT LINES INDICATE THE

DIMENSIONS AND ELEVATIONS - VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD

CONTRACT DOCUMENTS.

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AS MODIFIED BY

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

R E

V

IS

IO

N S

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

35-00

FULTON COUNTY

GMS

BRIDGE NO.

BRIDGE REHABILITATION

CITY OF SANDY SPRINGS

CITY OF SANDY SPRINGS

DEPARTMENT OF PUBLIC WORKS

UNDERMINING REPAIR DETAIL

CAPB.F.P.R.

FLOWABLE FILL

GROUND

ORIGINAL

SLOPE TO DRAIN

THE PRICE BID FOR 535-1105 PAINT EXISTING STEEL STRUCTURE.

5. THE COST OF PAINTING NEW AND EXISTING STRUCTURAL STEEL SHALL BE INCLUDED IN

WORK.

4. ALL CONCRETE AND DECK WORK SHALL BE COMPLETED PRIOR TO BEGINNING PAINTING

STRUCTURAL STEEL CAUSED BY THE BLAST CLEANING OR ANY OTHER RELATED

MODIFY THE STRUCTURAL INTEGRITY OF THE BRIDGE. REPAIR ANY DAMAGES TO THE

AND VERIFY THE AREA OF STEEL TO BE PAINTED.

PRIOR TO BIDDING, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MEASURE

2. TOTAL ESTIMATED AREA OF STEEL TO BE PAINTED IS 16 SF FOR BRIDGE 12.

IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS.

1. CLEAN AND PAINT ALL EXISTING BENT 2 PILES WITH SPECIAL PROTECTIVE COATING 2P

PILE PAINTING NOTES

GROUND

ORIGINAL

CAP CAP

FLOWABLE FILL