5-ITB 26-006 BRIDGE MAINTENANCE PLANS.pdf

p

O U

T T

O O

U T p p p

TOTAL LENGTH OF BRIDGE = 165'-0" p

50'-0" p65'-0" p50'-0" p

GENERAL NOTES

AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS

SUPPLEMENTAL SPECIFICATION AND/OR SPECIAL PROVISIONS IN THE OVERALL

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS,

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

SUBMITTED.

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

EXISTING UTILITIES - MAINTAIN AND PROTECT EXISTING UTILITIES AT ALL TIMES

F0R PAY ITEM 210-0100, GRADING COMPLETE.

TREES TO GROUNDLINE. INCLUDE COST OF REMOVAL AND MATERIALS IN THE COST

APPROACHES, 5 FEET FROM OUTSIDE EDGE OF BRIDGE OPENING. CUT AND REMOVE

VEGETATION - CUT AND REMOVE VEGETATION FROM AROUND SUBSTRUCTURE AND

FIELD PRIOR TO ORDERING MATERIALS OR BUILDING FORMS.

DIMENSIONS AND ELEVATIONS - VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE

(PROJECT ID NO. 762010-)

THE ORIGINAL BRIDGE WAS BUILT UNDER PROJECT NUMBER PRP00-8540-02(121)

HTTPS://WWW.DOT.GA.GOV/APPLICATIONS/GEOPI/PAGES/SEARCH.ASPX

DOT WEBSITE AT:

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

CONTROLS PAYMENT.

TRAFFIC CONTROLS - SEE SPECIAL PROVISIONS FOR TRAFFIC CONTROLS AND TRAFFIC

SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024

p

S

ID

E W

A L

K

T Y

P

½ p

½ p

W

D

E P

T H

SEE SPECIAL PROVISIONS FOR FURTHER REQUIREMENTS.

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

INSTALLING PREFORMED SILICONE COATED SELF-EXPANDING

2. INCLUDE ALL COSTS ASSOCIATED WITH THE FURNISHING AND

MATERIALS.

1 . CONTRACTOR TO VERIFY JOINT OPENING PRIOR TO ORDERING

SILICONE FACING. **

CURED TRAFFIC GRADE

FACTORY-APPLIED AND

SPECIFICATIONS SECTION 449

** SEAL AS PER GEORGIA DOT

PRIOR TO INSTALLATION

NOTE: W DENOTES SEAL WIDTH

BEJS IMPREGNATED FOAM

BOTH SIDES

EPOXY ADHESIVE

BEJS AS SHOWN - BOTH SIDES

FORCED DOWN ALONG SIDE OF

BEADS AND SILICONE BAND

FIELD-APPLIED SILICONE CORNER

O F

S E

A L

SURFACE.

1-INCH TO 4-INCHES HAVE A DUAL-BELLOWS

SINGLE-BELLOWS SURFACE. WIDTHS FROM

** WIDTHS UNDER 1-INCH HAVE A CONVEX

MANUFACTURERS SPECIFICATIONS

* USE DEPTH OF SEAL AS PER THE

AND SUBSTRUCTURE.

2. REMOVE VEGETATION FROM AROUND APPROACH

1. CLEAN AND SEAL ALL DECK JOINTS.

KILLER CREEK

MANSELL ROAD (EBL) OVER FOE

G U

T T

E R

-T O

-G U

T T

E R

BENT 4

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

BENT 1

B.F.P.R.

F L

O W

EXP. JOINT, TYP.

CLEAN AND SEAL

OF BANK, TYP.

APPROXIMATE TOP

½"

DESIGNED DRAWN

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

OF

CHECKED

R E

V

IS

IO

N

S

CITY OF ALPHARETTA

PUBLIC WORKS DEPARTMENT

FULTON COUNTY

BRIDGE REHABILITATION

SCALE: NONE

PARJMO SMS

35-

FEBRUARY 2025

TO SR 400

N.

35-0001

3"

LONGITUDINAL SECTION

TRANSVERSE SECTION

NOTES:

JOINT OPENING (W)

LOCATION

ALL

W

1 " p

EXPANSION JOINT DETAILS

BRIDGE REHABILITATION CONSISTS OF

BRIDGE SERIAL NO. 121-5258-0

BRIDGE SUMMARY OF QUANTITIES

PLAN

PAY ITEM

NUMBER QUANTITY UNIT PAY ITEM

150-1000 LUMP LS TRAFFIC CONTROL

210-0100 LUMP LS GRADING COMPLETE

449-3800 39 LF PREF, PREC, SILC CTD, S-EXP SEAL SYS, BR NO. - 5, BT NO. - 1

449-3800 39 LF PREF, PREC, SILC CTD, S-EXP SEAL SYS, BR NO. - 5, BT NO. - 2

449-3800 39 LF PREF, PREC, SILC CTD, S-EXP SEAL SYS, BR NO. - 5, BT NO. - 3

449-3800 39 LF PREF, PREC, SILC CTD, S-EXP SEAL SYS, BR NO. - 5, BT NO. - 4

2/07/2025

KILLER CREEK

MANSELL ROAD (WBL) OVER FOE

GENERAL NOTES

p

S

ID

E W

A L

K

½ p

½ p

4. REMOVE VEGETATION FROM AROUND APPROACHES AND SUBSTRUCTURE

3. REMOVE DRIFT FROM CREEK CHANNEL.

2. CLEAN AND SEAL ALL DECK JOINTS.

1. REPAIR EROSION UNDER BENTS 1 AND 4.

D

E P

T H

SEE SPECIAL PROVISIONS FOR FURTHER REQUIREMENTS.

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

INSTALLING PREFORMED SILICONE COATED SELF-EXPANDING

2. INCLUDE ALL COSTS ASSOCIATED WITH THE FURNISHING AND

MATERIALS.

1 . CONTRACTOR TO VERIFY JOINT OPENING PRIOR TO ORDERING

SILICONE FACING. **

CURED TRAFFIC GRADE

FACTORY-APPLIED AND

SPECIFICATIONS SECTION 449

** SEAL AS PER GEORGIA DOT

PRIOR TO INSTALLATION

NOTE: W DENOTES SEAL WIDTH

BEJS IMPREGNATED FOAM

BOTH SIDES

EPOXY ADHESIVE

BEJS AS SHOWN - BOTH SIDES

FORCED DOWN ALONG SIDE OF

BEADS AND SILICONE BAND

FIELD-APPLIED SILICONE CORNER

O F

S E

A L

SURFACE.

1-INCH TO 4-INCHES HAVE A DUAL-BELLOWS

SINGLE-BELLOWS SURFACE. WIDTHS FROM

** WIDTHS UNDER 1-INCH HAVE A CONVEX

MANUFACTURERS SPECIFICATIONS

* USE DEPTH OF SEAL AS PER THE

TOTAL LENGTH OF BRIDGE = 165'-0" p

50'-0" p65'-0" p50'-0" p p

O U

T T

O O

U T p p

OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK.

SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND

SUPPLEMENTAL SPECIFICATION AND/OR SPECIAL PROVISIONS IN THE OVERALL BID

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS,

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

SUBMITTED.

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

EXISTING UTILITIES - MAINTAIN AND PROTECT EXISTING UTILITIES AT ALL TIMES

SHOWN ON THE PLANS IN THE COST FOR PAY ITEM 210-0100, GRADING COMPLETE.

DRIFT REMOVAL - INCLUDE THE COST TO REMOVE DRIFT IN THE CREEK CHANNEL AS

F0R PAY ITEM 210-0100, GRADING COMPLETE.

TREES TO GROUNDLINE. INCLUDE COST OF REMOVAL AND MATERIALS IN THE COST

APPROACHES, 5 FEET FROM OUTSIDE EDGE OF BRIDGE OPENING. CUT AND REMOVE

VEGETATION - CUT AND REMOVE VEGETATION FROM AROUND SUBSTRUCTURE AND

PRIOR TO ORDERING MATERIALS OR BUILDING FORMS.

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

(PROJECT ID NO. 762010-)

HTTPS://WWW.DOT.GA.GOV/APPLICATIONS/GEOPI/PAGES/SEARCH.ASPX

DOT WEBSITE AT:

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

p

G U

T T

E R

-T O

-G U

T T

E R

F L

O W c BENT 2

BENT 1

B.F.P.R. c BENT 3

BENT 4

B.F.P.R.

c ROADWAY

END BENT 1

REPAIR EROSION UNDER

END BENT 4

REPAIR EROSION UNDER

APPROXIMATE TOP OF BANK, TYP.

REMOVE DRIFT

EXP. JOINT, TYP.

CLEAN AND SEAL

½"

W

DESIGNED DRAWN

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

OF

CHECKED

R E

V

IS

IO

N

S

CITY OF ALPHARETTA

PUBLIC WORKS DEPARTMENT

FULTON COUNTY

BRIDGE REHABILITATION

SCALE: NONE

PARJMO SMS

35-

FEBRUARY 2025

BRIDGE SERIAL NO. 121-5259-0

TO WESTSIDE PKWY

N.

BRIDGE SUMMARY OF QUANTITIES

PAY ITEM

NUMBER QUANTITY UNIT PAY ITEM

150-1000 LUMP LS TRAFFIC CONTROL

210-0100 LUMP LS GRADING COMPLETE

449-3800 39 LF PREF, PREC, SILC CTD, S-EXP SEAL SYS, BR NO-6, BT NO. - 1

600-0001 6 CY FLOWABLE FILL

449-3800 39 LF PREF, PREC, SILC CTD, S-EXP SEAL SYS, BR NO-6, BT NO. - 2

449-3800 39 LF PREF, PREC, SILC CTD, S-EXP SEAL SYS, BR NO-6, BT NO. - 3

449-3800 39 LF PREF, PREC, SILC CTD, S-EXP SEAL SYS, BR NO-6, BT NO. - 4

BRIDGE REHABILITATION CONSISTS OF

35-0002

3"

LONGITUDINAL SECTION

TRANSVERSE SECTION

NOTES:

JOINT OPENING (W)

LOCATION

ALL

W

1 " p

EXPANSION JOINT DETAILS

CAPB.F.P.R.

PLYWOOD FORMWORK

RIP RAP

EXISTING

END BENT 1 AND 4

EROSION REPAIR NOTES:

EROSION REPAIR DETAIL

FLOWABLE FILL

GROUND

ORIGINAL

5. REMOVE FORMWORK.

4. ALLOW TO FULLY CURE.

3. FILL VOID WITH FLOWABLE FILL.

EDGE OF THE PLYWOOD FORMWORK.

IN ORDER TO FORM A SEAL ALONG BOTTOM

OF CAP AND TRENCH IN SOIL AS REQUIRED

2. CUT AND BRACE FORMWORK AGAINST FACE

SOIL FROM VOID UNDER CAP.

1. REMOVE ANY LOOSE DEBRIS, VEGETATION AND

4 CONDUITS IN FIRST BAY

O U

T -T

O -O

U T

G U

T T

E R

-T O

-G U

T T

E R c BENT 1 c BENT 2 c BENT 3 c BENT 4 c BENT 5 c BENT 6 c BENT 7 c BENT 8

BRIDGE REHABILITATION CONSISTS OF

GENERAL NOTES

W BEJS IMPREGNATED FOAM

D

E P

T H

O F

S E

A L

SILICONE FACING. **

CURED TRAFFIC GRADE

FACTORY-APPLIED AND

SPECIFICATIONS SECTION 449

** SEAL AS PER GEORGIA DOT

SURFACE.

1-INCH TO 4-INCHES HAVE A DUAL-BELLOWS

SINGLE-BELLOWS SURFACE. WIDTHS FROM

** WIDTHS UNDER 1-INCH HAVE A CONVEX

PRIOR TO INSTALLATION

NOTE: W DENOTES SEAL WIDTH

SEE SPECIAL PROVISIONS FOR FURTHER REQUIREMENTS.

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

INSTALLING PREFORMED SILICONE COATED SELF-EXPANDING

2. INCLUDE ALL COSTS ASSOCIATED WITH THE FURNISHING AND

MATERIALS.

1 . CONTRACTOR TO VERIFY JOINT OPENING PRIOR TO ORDERING

BOTH SIDES

EPOXY ADHESIVE

400,TYP

c BENT 2 JOINT

DECK

1 2"

1 '-0"

MANUFACTURERS SPECIFICATIONS

* USE DEPTH OF SEAL AS PER THE

5'-0", TYP

L A

N E

L A

N E c ROADWAY

60°-00'-00" (TYP.)

1'-2½" p PARAPET

401 ,TYP

BEJS AS SHOWN - BOTH SIDES

FORCED DOWN ALONG SIDE OF

BEADS AND SILICONE BAND

FIELD-APPLIED SILICONE CORNER

TOTAL LENGTH OF BRIDGE = 340'-0" p

1'-2½" p PARAPET p p p p p

S

ID

E W

A L

K

3. REMOVE TREE THAT IS PUSHING ON BRIDGE RAIL.

2. CLEAN AND SEAL DECK JOINTS AT BENTS 1-3 AND 5-8.

AND BENT 5 AHEAD.

1. REPAIR JOINT HEADERS AT BENT 2 AHEAD, BENT 3 BACK,4 - UNKNOWN CONDUITS

50'-0" p 40'-0" p 40'-0" p 40'-0" p 40'-0" p 40'-0" p90'-0" p

COMPLETE THE WORK.

WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO

INCLUDES THE COST OF CLEANING AND BENDING OF EXISTING REINFORCEMENT,

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

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

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

FOR PAY ITEM 210-0100, GRADING COMPLETE.

IS PUSHING ON RAILING. INCLUDE COST OF REMOVAL AND MATERIALS IN THE COST

TREE REMOVAL- REMOVE TREE IN SPAN 6 NEAR BENT 6 ALONG NORTH BRIDGE RAILING THAT

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

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

THE COST OF EPOXY ADHESIVE AND APPLICATION IN THE OVERALL BID SUBMITTED.

OF CONSTRUCTION, SEE SECTION 886 OF THE GEORGIA DOT SPECIFICATIONS. INCLUDE

CONCRETE SURFACES JUST PRIOR TO POURING THE CONCRETE FOR THE NEXT STAGE

EPOXY RESIN ADHESIVE - APPLY EPOXY RESIN ADHESIVE TYPE w TO ALL HARDENED

BID SUBMITTED.

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

EXISTING UTILITIES - MAINTAIN AND PROTECT EXISTING UTILITIES AT ALL TIMES

(PROJECT ID 762010-)

HTTPS://WWW.DOT.GA.GOV/APPLICATIONS/GEOPI/PAGES/SEARCH.ASPX

GEORGIA DOT WEBSITE AT:

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

4 - UNKNOWN CONDUITS

c 1 " SAWCUT

⅝" DIA. HOLE

MANSELL RD (WBL) OVER BIG CREEK

4"

ON BRIDGE

REMOVE TREE PUSHING

JOINT HEADER TYP.

REPAIR SPALL AT

½"

DESIGNED DRAWN

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

OF

CHECKED

R E

V

IS

IO

N

S

CITY OF ALPHARETTA

PUBLIC WORKS DEPARTMENT

FULTON COUNTY

BRIDGE REHABILITATION

SCALE: NONE

PARJMO SMS

35-

FEBRUARY 2025

N.

BRIDGE SERIAL NO. 121-5261-0

F L

O W

PAY ITEM

PAY ITEM UNIT QUANTITY NUMBER

BRIDGE SUMMARY OF QUANTITIES

3"

EXPANSION JOINT DETAILS

LONGITUDINAL SECTION

TRANSVERSE SECTION

NOTES:

JOINT OPENING (W)

LOCATION W

1 " p

PEDESTRIAN TRAIL

449-3800 46 LF PREF, PREC, SILI CTD, S-EXP SEAL SYS, BR NO.- 7, BT NO.- 1

HEADER NOTES:

JOINT HEADER REPAIR

AHEAD

BAR 401

- DENOTES CONCRETE TO BE REMOVED

LENGTH OF JOINT HEADER- 4"

BAR 400

504-0600 3 CY TWENTY-FOUR HOUR ACCELERATED STRENGTH CONC

511-3000 LUMP LS SUPERSTR REINF STEEL, BR NO.- 7 (141)

150-1000 LUMP LS TRAFFIC CONTROL

BANK, TYP

APPROXIMATE TOP OF

BENTS 1-3, 5-8

UTILITIES

8. FORM VERTICAL FACE OF HEADER WITH ½" CHAMFER.

TO POURING NEW CONCRETE.

7. APPLY TYPE w EPOXY RESIN ADHESIVE TO CONCRETE SURFACE PRIOR

6. BAR 401 MAY BE PLACED IN SECTIONS WITH 1'-3" MINIMUM LAP.

SPECIFICATIONS. TWIST 400 BAR TO MAINTAIN 2" CLEARANCE.

Ve EPOXY INTO DOWEL HOLES IN ACCORDANCE WITH MANUFACTURER'S

5. FIELD CUT LEGS OF BAR 400 TO MAINTAIN 2" CLEARANCE. INSTALL TYPE

4. DRILL ⅝" DIAMETER HOLES 4" FROM EDGE OF CONCRETE AT 1'-6" SPACING.

3. LOCATE AND DRILL DOWEL HOLES TO AVOID EXISTING REINFORCEMENT.

SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE CITY.

REINFORCEMENT. REINFORCEMENT STEEL DAMAGED DURING REMOVAL

MAKE SAW CUTS VERTICAL, NO MORE THAN 1" TO RETAIN EXISTING

2. CARE SHALL BE EXERCISED IN THE REMOVAL OF EXISTING CONCRETE.

BRIDGE SKEW.

1 . LENGTH OF HEADER IS MEASURED FROM GUTTER TO GUTTER ALONG

540-1202 LUMP LS REMOVAL OF PARTS OF EXISTING BRIDGE, BR NO.- 7

TO NORTH POINT PKWY

BENT 2 SHOWN, BENTS 3 AND 5 SIMILAR

35-0003

210-0100 LUMP LS GRADING COMPLETE

449-3800 46 LF PREF, PREC, SILI CTD, S-EXP SEAL SYS, BR NO.- 7, BT NO.- 2

449-3800 46 LF PREF, PREC, SILI CTD, S-EXP SEAL SYS, BR NO.- 7, BT NO.- 3

449-3800 46 LF PREF, PREC, SILI CTD, S-EXP SEAL SYS, BR NO.- 7, BT NO.- 5

449-3800 46 LF PREF, PREC, SILI CTD, S-EXP SEAL SYS, BR NO.- 7, BT NO.- 6

449-3800 46 LF PREF, PREC, SILI CTD, S-EXP SEAL SYS, BR NO.- 7, BT NO.- 7

449-3800 46 LF PREF, PREC, SILI CTD, S-EXP SEAL SYS, BR NO.- 7, BT NO.- 8

WESTSIDE PKWY OVER FOE KILLER CREEK

COMPLETE THE WORK.

WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO

INCLUDES THE COST OF CLEANING AND BENDING OF EXISTING REINFORCEMENT,

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

GRADING COMPLETE PAY ITEM.

GROUNDLINE. INCLUDE COST OF REMOVAL AND MATERIALS IN THE COST FOR 210-0100

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

VEGETATION - CUT AND REMOVE VEGETATION FROM AROUND SUBSTRUCTURE AND APPROACHES,

BID SUBMITTED.

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

EXISTING UTILITIES - MAINTAIN AND PROTECT EXISTING UTILITIES AT ALL TIMES

-)52970 (PROJECT ID 7

BRSLB-9407-00(001) THE ORIGINAL BRIDGE WAS BUILT UNDER PROJECT NUMBER

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

p

S

ID

E W

A L

K

½ p p

S

ID

E W

A L

K

BRIDGE REHABILITATION CONSISTS OF

2. REMOVE VEGETATION FROM AROUND APPRPACHES AND SUBSTRUCTURE.

1. CLEAN AND SEAL ALL DECK JOINTS.

BENT 1

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

BENT 4

B.F.P.R.

W BEJS IMPREGNATED FOAM

D

E P

T H

O F

S E

A L

SILICONE FACING. **

CURED TRAFFIC GRADE

FACTORY-APPLIED AND

SPECIFICATIONS SECTION 449

** SEAL AS PER GEORGIA DOT

SURFACE.

1-INCH TO 4-INCHES HAVE A DUAL-BELLOWS

SINGLE-BELLOWS SURFACE. WIDTHS FROM

** WIDTHS UNDER 1-INCH HAVE A CONVEX

PRIOR TO INSTALLATION

NOTE: W DENOTES SEAL WIDTH

SEE SPECIAL PROVISIONS FOR FURTHER REQUIREMENTS.

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

INSTALLING PREFORMED SILICONE COATED SELF-EXPANDING

2. INCLUDE ALL COSTS ASSOCIATED WITH THE FURNISHING AND

MATERIALS.

1 . CONTRACTOR TO VERIFY JOINT OPENING PRIOR TO ORDERING

BOTH SIDES

EPOXY ADHESIVE

MANUFACTURERS SPECIFICATIONS

* USE DEPTH OF SEAL AS PER THE

BEJS AS SHOWN - BOTH SIDES

FORCED DOWN ALONG SIDE OF

BEADS AND SILICONE BAND

FIELD-APPLIED SILICONE CORNER

½ p p

O U

T T

O O

U T p p p

TOTAL LENGTH OF BRIDGE = 148'-0" p

39'-0" p72'-0" p37'-0" p c BRIDGE

GAS LINE

6 CONDUITS

OF BANK, TYP.

APPROXIMATE TOP

MEDIAN

8'-0" CONCRETE

½"

DESIGNED DRAWN

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

OF

CHECKED

R E

V

IS

IO

N

S

CITY OF ALPHARETTA

PUBLIC WORKS DEPARTMENT

FULTON COUNTY

BRIDGE REHABILITATION

SCALE: NONE

PARJMO SMS

35-

FEBRUARY 2025

BRIDGE SERIAL NO. 121-5331-0

35-0004

PAY ITEM

BRIDGE SUMMARY OF QUANTITIES

449-3800 87 LF PREF, PREC, SILI CTD, S-EXP SEAL SYS, BR NO.- 9, BT NO.- 2

150-1000 LUMP LS TRAFFIC CONTROL

449-3800 87 LF PREF, PREC, SILI CTD, S-EXP SEAL SYS, BR NO.- 9, BT NO.- 1

NUMBER QUANTITY UNIT PAY ITEM

449-3800 87 LF PREF, PREC, SILI CTD, S-EXP SEAL SYS, BR NO.- 9, BT NO.- 3

449-3800 87 LF PREF, PREC, SILI CTD, S-EXP SEAL SYS, BR NO.- 9, BT NO.- 4

TO MANSELL RD.

UTILITIES

6 - AT&T TELEPHONE CONDUIT

1 - ATL LIGHT GAS LINE

TO ENCORE PKWY.

N.

F L

O W

3"

EXPANSION JOINT DETAILS

LONGITUDINAL SECTION

TRANSVERSE SECTION

NOTES:

JOINT OPENING (W)

LOCATION W

1 " pALL BENTS

210-0100 LUMP LS GRADING COMPLETE

WINDWARD PKWY OVER BIG CREEK TRIBUTARY

N E

L A

N E

L A

N E

L A

N

OF BANK, TYP.

APPROXIMATE TOP

STEEL UTILITY PIPE IN BAY 1

1 STEEL PIPE

6 CONDUITS

1 GAS LINE

2 CONDUITS

GENERAL NOTES

32'-0" p32'-0" p32'-0" p p

S H

L D

R p

S H

L D

R p G

U T

T E

R -T

O -G

U T

T E

R

O

U T

T

O O

U T

2'-4" p PARAPET

2'-4" p PARAPET p p p p

ITEMS NECESSARY TO COMPLETE THE WORK.

INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL

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

SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL

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

EXISTING STRUCTURE AND HEAVY LINES INDICATE THE NEW STRUCTURE.

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

EXISTING UTILITIES - MAINTAIN AND PROTECT EXISTING UTILITIES AT ALL TIMES

EXISTING BRIDGE PLANS - ORIGINAL BRIDGE PLANS ARE NOT AVAILABLE.

TOTAL LENGTH OF BRIDGE = 96'-0" p

BENT 1 JOINT

CLEAN AND SEAL

W BEJS IMPREGNATED FOAM

D

E P

T H

O F

S E

A L

SILICONE FACING. **

CURED TRAFFIC GRADE

FACTORY-APPLIED AND

SPECIFICATIONS SECTION 449

** SEAL AS PER GEORGIA DOT

SURFACE.

1-INCH TO 4-INCHES HAVE A DUAL-BELLOWS

SINGLE-BELLOWS SURFACE. WIDTHS FROM

** WIDTHS UNDER 1-INCH HAVE A CONVEX

PRIOR TO INSTALLATION

NOTE: W DENOTES SEAL WIDTH

SEE SPECIAL PROVISIONS FOR FURTHER REQUIREMENTS.

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

INSTALLING PREFORMED SILICONE COATED SELF-EXPANDING

2. INCLUDE ALL COSTS ASSOCIATED WITH THE FURNISHING AND

MATERIALS.

1 . CONTRACTOR TO VERIFY JOINT OPENING PRIOR TO ORDERING

BOTH SIDES

EPOXY ADHESIVE

MANUFACTURERS SPECIFICATIONS

* USE DEPTH OF SEAL AS PER THE

BEJS AS SHOWN - BOTH SIDES

FORCED DOWN ALONG SIDE OF

BEADS AND SILICONE BAND

FIELD-APPLIED SILICONE CORNER

BENT 1

½"

DESIGNED DRAWN

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

OF

CHECKED

R E

V

IS

IO

N

S

CITY OF ALPHARETTA

PUBLIC WORKS DEPARTMENT

FULTON COUNTY

BRIDGE REHABILITATION

SCALE: NONE

PARJMO SMS

35-

FEBRUARY 2025

BRIDGE SERIAL NO. 121-5286-0

PAY ITEM

PAY ITEM UNIT QUANTITY NUMBER

SUMMARY OF QUANTITIES

N.

UTILITIES

F L

O W

TO GOLF CLUB DRIVE

TO ADMIRAL CROSSING

150-1000 LUMP LS TRAFFIC CONTROL

c BENT 4c BENT 3c BENT 2c BENT 1 c BRIDGE

GEORGIA CART PATH

GOLF CLUB OF

2 - UNKNOWN STEEL UTILITY PIPES (BELOW GRADE)

1 - UNKNOWN GAS LINE

2 - UNKNOWN STEEL UTILITY PIPES (ON BRIDGE)

8 - UNKNOWN CONDUITS

BRIDGE REHABILITATION CONSISTS OF

BELOW GRADE/UTILITIES

8" DIA. UNKNOWN UTILITIES

449-3800 56 LF PREF, PERC, SILI CTD, S-EXP SEAL SYS, BR NO. - 8, BT NO. -1

1. CLEAN AND SEAL BENT 1 JOINT.

35-0005

3"

EXPANSION JOINT DETAILS

LONGITUDINAL SECTION

TRANSVERSE SECTION

NOTES:

JOINT OPENING (W)

LOCATION W

1 ¾" pBENT 1

2/11/2025

TOTAL LENGTH OF BRIDGE = 295'-10½" p

43'-7" p87'-10½" p87'-10½" p76'-6½" p c BENT 2

½ p

P A

R A

P E

T p p

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

SILICONE JOINT SEAL AS PER THE SPECIAL PROVISIONS. INCLUDED THE COST OF

REFUSE, AND EXISTING SEALANT AND SEAL JOINTS USING THE PREFORMED

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

CITY.

GDOT QUALIFIED PRODUCT LIST (QPL) TO PERFORM THIS WORK AT NO COST TO THE

ANCHOR BARS INTO EXISTING CONCRETE USING TYPE te EPOXY ADHESIVE FROM THE

REPLACE WITH REINFORCEMENT OF SAME SIZE AND SPACING. WHERE APPLICABLE,

REINFORCEMENT TO BE RETAINED IN THE NEW CONSTRUCTION IS DAMAGED OR REMOVED,

AND RUST BEFORE BONDING INTO NEW CONSTRUCTION. WHERE EXISTING

ON THE PLANS. THOROUGHLY CLEAN EXISTING REINFORCEMENT OF CONCRETE SCALE

CONSTRUCTION IN A MANNER TO PROVIDE THE MAXIMUM LAP POSSIBLE OR AS SHOWN

EXISTING REINFORCEMENT - BEND EXISTING REINFORCEMENT TO BE UTILIZED IN NEW

SUBMITTED.

INCLUDE THE COST OF EPOXY ADHESIVE AND APPLICATION IN THE OVERALL BID

OF CONSTRUCTION, SEE SECTION 886 OF THE GEORGIA DOT SPECIFICATIONS.

CONCRETE SURFACES JUST PRIOR TO POURING THE CONCRETE FOR THE NEXT STAGE

EPOXY RESIN ADHESIVE - APPLY EPOXY RESIN ADHESIVE TYPE w TO ALL HARDENED

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 752055)

THE BRIDGE WAS WIDENED UNDER PROJECT NUMBER STP-9409(3)

(PROJECT ID H009374)

THE ORIGINAL BRIDGE WAS BUILT UNDER PROJECT NUMBER APD-056-1(13)

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

CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" UNLESS OTHERWISE NOTED.

NOTED.

MAINTAIN 2 INCH MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE

WITH THE GEORGIA DOT SPECIFICATION. DO NOT WELD REINFORCING STEEL.

REINFORCING STEEL - PLACE AND TIE ALL ALL REINFORCING STEEL IN ACCORDANCE

SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.

SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024

BRIDGE REHABILITATION CONSISTS OF

5. REPLACE EXPANSION JOINTS AT BENTS 1, 4 AND 5.

4. REPAIR SPALL IN BACKWALL AT BENT 5.

BACKWALL AT BENT 1.

3. REMOVE AND REPLACE SIDEWALK SECTION ON TOP OF

2. REPAIR JOINT HEADER AND TOP OF BACKWALL AT BENT 1.

1. REPLACE EDGE BEAMS AT BENT 1, IN BAYS 11 - 13.

12 - 4 INCH DIA. TELEPHONE CONDUITS

1 - 8 INCH DIA. WATER MAIN

1 - 8 INCH DIA. GAS MAIN

2 - 6 INCH DIA. ELECTRICAL CONDUITS

2 - 4 INCH DIA. CABLE CONDUITS

EXPANSION JOINT

CLEAN AND REPLACE

BACKWALL

AT BENT 5

REPAIR SPALL

c BENT 3 c BENT 4

B.F.P.R. BENT 1

c BEAM 1 c BEAM 2 c BEAM 3 c BEAM 4 c BEAM 5 c BEAM 6 c BEAM 7 c BEAM 8 c BEAM 9 c BEAM 10 c BEAM 12 c BEAM 13 c BEAM 14

B.F.P.R. BENT 5

REPAIR JOINT HEADER AND BACKWALL

BE REPLACED

EDGE BEAMS TO

HAYNES BRIDGE ROAD OVER SR 400

p

P A

R A

P E

T p

S

ID

E W

A L

K p

S

ID

E W

A L

K

SHLDR

12'-0"

48'-0"

MEDIAN

16'-0"

48'-0"

LANE

DECEL.

VARIES

4-12'-0"

LANES

4-12'-0"

LANES

FOR SECTION B-B

SHEET 35-0002

BACKWALL, SEE

SIDEWALK ON TOP OF

REMOVE AND REPLACE

½ p c CABLE CONDUIT c GAS LINE c ELEC. CONDUIT c WATER MAIN c TELE. CONDUIT

REPLACE EXPANSION JOINT

GENERAL NOTES CONT'D

COMPLETE THE WORK.

WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO

INCLUDES THE COST OF CLEANING AND BENDING OF EXISTING REINFORCEMENT,

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

EXISTING UTILITIES - MAINTAIN AND PROTECT EXISTING UTILITIES AT ALL TIMES

SHIELDED METAL ARC WELDING.

ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL

CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE

GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING

WELDING - ALL WELDING ON CITY OF ALPHARETTA DOT PROJECTS SHALL BE PERFORMED BY

CLEAN AND REPLACE SILICONE JOINT

SILICONE JOINT

CLEAN AND REPLACE

c BEAM 1 1

DESIGNED DRAWN

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

X.DGN

OF

/1

/2

:3

:1

P

M

-0

-0 .d g n

J a s o n .O

D a n ie ls

T

IM

E

D A

T E

U

S E

R

CHECKED

R E

V

IS

IO

N

S

CITY OF ALPHARETTA

PUBLIC WORKS DEPARTMENT

FULTON COUNTY

BRIDGE REHABILITATION

SCALE: NONE

PARJMO SMS

35-

APRIL 2025

TO NORTH POINT PKWY

N.

O U

T -T

O -O

U T

G U

T T

E R

-T O

-G U

T T

E R

PAY ITEM

PAY ITEM UNIT QUANTITY NUMBER

BRIDGE SUMMARY OF QUANTITIES

449-1350 116 LF PREFORMED SILICONE JOINT SEAL, BR NO.- 1, BT NO.- 1

150-1000 LUMP LS TRAFFIC CONTROL

UTILITIES

449-1350 116 LF PREFORMED SILICONE JOINT SEAL, BR NO.- 1, BT NO.- 4

449-1350 116 LF PREFORMED SILICONE JOINT SEAL, BR NO.- 1, BT NO.- 5

BRIDGE NO. 1

3"

JOINT OPENING

TEMPERATURE (°F)W (IN.)

1 ½"

2"

2½"

LONGITUDINAL SECTIONTRANSVERSE SECTION

W

½

ADHESIVE

SILICONE

PER SPECIAL PROVISION SECTION 449

PREFORMED SILICONE JOINT SEAL AS

EXPANSION JOINT DETAILS

¼" R

TO OLD MILTON PKWY

BB

461-2000 232 LF RESEALING BRIDGE JOINTS, TP-D

511-3000 LUMP LS SUPERSTRUCTURE REINF STEEL, BR NO.- 1 (1385)

540-1202 LUMP LS REMOVAL OF PARTS OF EXISTING BRIDGE, BR. NO.-1

BENT 1, 4 AND 5

BRIDGE SERIAL NO. 121-0303-0

504-0600 6 CY TWENTY-FOUR HOUR ACCELERATED STRENGTH CONC

04/15/2025

HAYNES BRIDGE ROAD OVER SR 400

1'-7"

2"

1'-3" PARAPET

9"

8-405 EQ. SP.

3-903

3-901 c BEAM 13 c BEAM 1 1 c BEAM 12 c BEAM 14

EDGE BEAM NOTES:

A TYPE te EPOXY RESIN ADHESIVE.

OF 6" INTO EXISTING SIDEWALK CONCRETE USING

BEAM. EMBED REPLACEMENT BARS A MINIMUM

THAT ARE REMOVED IN ORDER TO ACCESS EDGE

5. REPLACE 408 AND 409 BARS IN THE SIDEWALK

4. LAP 900 SERIES BARS 4'-0" MINIMUM.

OF PARTS OF EXISTING BRIDGE.

CONCRETE. INCLUDE COST IN PAY-ITEM 540-1202, REMOVAL

AT EDGE BEAMS PRIOR TO THE REMOVAL OF EXISTING

3. INSTALL TEMPORARY SUPPORTS FOR SLAB OVERHANGS

PRODUCTS LIST. EMBED BARS 12" MINIMUM.

EPOXY RESIN ADHESIVE FROM THE GDOT QUALIFIED

REINFORCEMENT. SECURE 902 BARS WITH TYPE te

2. LOCATE AND DRILL DOWEL HOLES TO AVOID EXISTING

CONTRACTOR AT NO ADDITIONAL COST TO THE CITY.

DAMAGED DURING REMOVAL SHALL BE REPLACED BY THE

TO RETAIN EXISTING REINFORCEMENT. REINFORCMENT STEEL

CONCRETE. MAKE SAW CUTS VERTICAL, NO MORE THAN 1"

1. CARE SHALL BE EXERCISED IN THE REMOVAL OF EXISTING6'-0"

1" SAW CUT

1" SAW CUT

8'-0" 8'-0" 8'-0" 3'-3"

* SWEDGE BOLTS

4'-0" MINIMUM

LAP WITH 900 BARS

EXISTING #9 BARS,

3-900

9"

WATER MAIN

c 8" EXISTING

BAR LAP DETAIL.

INSTALLATION. SEE EDGE BEAM

PRIOR TO NEW SWEDGED BOLT

* GRIND EXISTING WELD SMOOTH

D E

P T

H

E D

G E

B E

A M

3'-0"10"

10"

12"

REQUIRED.

FOR 900 BARS, AS

PROVIDE 2" DIA. HOLES

HOLES MAY BE MISSING.

INTERIOR BEAMS. SOME

c EXISTING SLOTS IN

NOT SHOWN

BEARING ASSEMBLIES

AND REPLACED

DENOTES CONCRETE TO BE REMOVED

c 1" SAW CUT

3-902

408**

3-409**

3-902

401A

400A 8

TOP OF EXISTING SIDWALK

ON BACKWALL FLUSH WITH

POUR TOP OF SIDEWALK

10"

902, TYP.

3-901 OR

3-900

AND REPLACED

DENOTES CONCRETE TO BE REMOVED

AND REPLACED

DENOTES CONCRETE TO BE REMOVED

2'-6"23'-0"

NOTE 2.

SEE EDGE BEAM

DOWEL HOLES, TYP.

B.F.P.R.

B.F.P.R.

B.F.P.R.

DESIGNED DRAWN

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

X.DGN

OF

/1

/2

:3

:3

P

M

-0

-0 S e c ti o n

.d g n J a s o n .O

D a n ie ls

T

IM

E

D A

T E

U

S E

R

CHECKED

R E

V

IS

IO

N

S

CITY OF ALPHARETTA

PUBLIC WORKS DEPARTMENT

FULTON COUNTY

BRIDGE REHABILITATION

SCALE: NONE

PARJMO SMS

35-

APRIL 2025

2 2

BRIDGE NO. 1

LOCATION

NO.

OF

LOC.

MARK

LENGTH

FT. IN.

NO.

BARS

REQ'D.

T

Y

P

E

AG

B

FT. IN.

C

FT. IN.

D

FT. IN.

E

FT. IN.

F

FT. IN.

H

FT. IN.

J

FT. IN.

K

FT. IN.

N h

SECTION A-A

3" CL.

506A AT 18"

SECTION AT EDGE BEAMS

A

A

¼" / FT

SIDEWALK

EDGE BEAM RECONST.

3 SIDES

" CL. 2

JOINT HEADER REPAIR

SLAB REINFORCEMENT NOT SHOWN

HEADER NOTES:

8. FORM VERTICAL FACE OF HEADER WITH ½" CHAMFER.

TO POURING NEW CONCRETE.

7. APPLY TYPE w EPOXY RESIN ADHESIVE TO CONCRETE SURFACE PRIOR

6. BAR 401 MAY BE PLACED IN SECTIONS WITH 1'-3" MINIMUM LAP.

SPECIFICATIONS. TWIST 400 BAR TO MAINTAIN 2" CLEARANCE.

Ve EPOXY INTO DOWEL HOLES IN ACCORDANCE WITH MANUFACTURER'S

5. FIELD CUT LEGS OF BAR 400 TO MAINTAIN 2" CLEARANCE. INSTALL TYPE

4. DRILL ⅝" DIAMETER HOLES 4" FROM EDGE OF CONCRETE AT 1'-6" SPACING.

3. LOCATE AND DRILL DOWEL HOLES TO AVOID EXISTING REINFORCEMENT.

SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE CITY.

REINFORCEMENT. REINFORCEMENT STEEL DAMAGED DURING REMOVAL

MAKE SAW CUTS VERTICAL, NO MORE THAN 1" TO RETAIN EXISTING

2. CARE SHALL BE EXERCISED IN THE REMOVAL OF EXISTING CONCRETE.

BRIDGE SKEW.

1 . LENGTH OF HEADER IS MEASURED FROM GUTTER TO GUTTER ALONG

BENT 1 SHOWN, BENT 5 SIMILAR

SECTION B-B

BENT 1

TOP OF BACKWALL SIDEWALK

903 8- 3 6 1

902 5- 0 6 1

901 22- 6 3 1

900 8- 0 9 1

506 2- 4 21 34 6 0- 6 0-11 0- 6 0-11

409 4- 6 3 1

408 3- 6 4 1

405 5- 9 24 25 4 4 1- 4 1- 2

401A 4- 0 4 1

401 11- 3 30 1

400A 2- 2 6 3 1- 6 0- 8

400 1- 6 199 3 0-10 0- 8

BRIDGE 1 1

(LOOKING AHEAD)

BENT 1

3'-6"

1"

EDGE BEAM BAR LAP DETAIL

¼

NOTE: INCLUDE COST FOR SUPPLYING AND INSTALLING

SLEEVE AND BOLT IN PRICE BID FOR

SUPERSTRUCTURE REINF STEEL.

9" MAX.

3" MIN.

WEB

1⅛" DIA. SWEDGED BOLT, (A 709, GR36)

THREADED SLEEVE, (A 709, GR36)

¼" / FT

6" c BENT 1 c BENT 2 c BENT 3 c BENT 4 c BENT 5

GOLF PATHS

GOLF CLUB OF GEORGIA

OF BANK, TYP

APPROXIMATE TOP

WINDWARD PKWY (EBL) OVER BIG CREEK

N E

L A

N E

S H

D R

S H

D R

GENERAL NOTES

ITEMS NECESSARY TO COMPLETE THE WORK.

INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL

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

WATER LINE

1 GAS LINE

4 CONDUITS

37'-0" p37'-0" p37'-0" p37'-0" p

TOTAL LENGTH OF BRIDGE = 148'-0" p p p p p p

G U

T T

E R

-T O

-G U

T T

E R p

P A

R A

P E

T p

P A

R A

P E

T p

O U

T T

O O

U

T ASPHALT OVERLAY

SEAL CRACKS IN

ASPHALT OVERLAY

REPAIR SPALL IN

JOINT, TYP.

CLEAN AND SEAL

DESIGNED DRAWN

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

OF

CHECKED

R E

V

IS

IO

N

S

CITY OF ALPHARETTA

PUBLIC WORKS DEPARTMENT

FULTON COUNTY

BRIDGE REHABILITATION

SCALE: NONE

PARJMO SMS

35-

FEBRUARY 2025

N.

TO CLUBHOUSE DR.

BRIDGE SERIAL NO. 121-0629-0

BRIDGE REHABILITATION CONSISTS OF

3. CLEAN AND SEAL ALL DECK JOINTS.

2. REPAIR SPALL IN ASPHALT OVERLAY AT BENT 1.

1. SEAL CRACKS IN ASPHALT OVERLAY

UTILITIES

1 - UNKNOWN GAS LINE

4 - UNKNOWN CONDUITS

1 - UNKNOWN WATER LINE

35-0003

PAY ITEM UNIT QUANTITY NUMBER

150-1000 LUMP LS TRAFFIC CONTROL

402-1802 1 TN RECYLCED ASPH CONC PATCHING, INCL BITUM MATL & H LIME

F L

O W

PAY ITEM

407-0020 148 LF ASPHALT-RUBBER JOINT AND CRACK SEAL, TP S

461-2000 175 LF RESEALING BRIDGE JOINTS TP-D

c BENT 1 c BENT 2 c BENT 3 c BENT 4 c BENT 5

GOLF PATHS

GOLF CLUB OF GEORGIA

OF BANK, TYP

APPROXIMATE TOP

WINDWARD PKWY (WBL) OVER BIG CREEK

N E

L A

N E

S H

D R

S H

D R

GENERAL NOTES

ITEMS NECESSARY TO COMPLETE THE WORK.

INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL

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

6 CONDUITS

37'-0" p37'-0" p37'-0" p37'-0" p

TOTAL LENGTH OF BRIDGE = 148'-0" p p p p p p

P A

R A

P E

T p

P A

R A

P E

T p

O U

T T

O O

U T

JOINT, TYP.

CLEAN AND SEAL

ASPHALT OVERLAY

SEAL CRACKS IN

p

G U

T T

E R

-T O

-G U

T T

R

DESIGNED DRAWN

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

OF

CHECKED

R E

V

IS

IO

N

S

CITY OF ALPHARETTA

PUBLIC WORKS DEPARTMENT

FULTON COUNTY

BRIDGE REHABILITATION

SCALE: NONE

PARJMO SMS

35-

FEBRUARY 2025

N.

TO UNION HILL RD.

BRIDGE SERIAL NO. 121-0630-0

BRIDGE REHABILITATION CONSISTS OF

2. CLEAN AND SEAL ALL DECK JOINTS.

1. SEAL CRACKS IN ASPHALT OVERLAY

UTILITIES

6 - UNKNOWN CONDUITS

35-0004

PAY ITEM

PAY ITEM UNIT QUANTITY NUMBER

150-1000 LUMP LS TRAFFIC CONTROL

407-0020 296 LF ASPHALT-RUBBER JOINT AND CRACK SEAL, TP S

461-2000 175 LF RESEALING BRIDGE JOINTS, TP-D

F L

O W

ITEMS NECESSARY TO COMPLETE THE WORK.

INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL

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

DOUGLAS ROAD OVER CANEY CREEK

TOTAL LENGTH OF BRIDGE = 48'-0" p p

O U

T T

O O

U T p p p p p p

½ p

½ p

S

ID

E W

A L

K S

ID

E

W A

L K

S H

L D

R S

H L

D R

OF BANK, TYP.

APPROXIMATE TOP

BENT 1 BENT 2

c BRIDGE

BRIDGE REHABILITATION CONSISTS OF

2. SEAL CRACKS IN ASPHALT OVERLAY.

1. REPAIR ASPHALT OVERLAY AT BENTS 1 AND 2.

ASPHALT OVERLAY

SEAL CRACKS IN

BENT 2

REPAIR OVERLAY

BENT 1

REPAIR OVERLAY

DESIGNED DRAWN

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

OF

CHECKED

R E

V

IS

IO

N

S

CITY OF ALPHARETTA

PUBLIC WORKS DEPARTMENT

FULTON COUNTY

BRIDGE REHABILITATION

SCALE: NONE

PARJMO SMS

35-

FEBRUARY 2025

35-0006

BRIDGE SERIAL NO. 121-5341-0

N.

F L

O W

PAY ITEM

SUMMARY OF QUANTITIES

407-0020 192 LF ASPHALT - RUBBER JOINT AND CRACK SEAL, TP S

150-1000 LUMP LS TRAFFIC CONTROL

402-1802 1 TN RECYCLED ASPH CONC PATCHING, INCL BITUM MATL & H LIME

NUMBER QUANTITY UNIT PAY ITEM