B.08.02 KA_REPAINT SERVICE BRIDGE SUPERSTRUCTURE_DRAWINGS 2022.pdf

...\RepaintServiceBridgeSuperstructure\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\COVER SHEET

10:07:36 AM 10/26/2022 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

G-002

G-001

S-001

STRUCTURAL

GENERAL

LOCATION AND VICINTY MAP

KA_G-001.DGN

KA_G-002.DGN

KA_S-001.DGN

SHEET NO. TITLE FILE NO. CADD FILE NO.

RECORD DRAWINGS - FOR INFORMATION ONLY

RS700 KA_RS700.DGN

KA KK2-5-2

KA KK2-5-1

RS701 KA_RS701.DGN

RS702 KA_RS702.DGN

COVER AND INDEX

SHEET INDEX

SERVICE BRIDGE PLAN AND ELEVATION

SERVICE BRIDGE DETAILS OF SUPER-STRUCTURE

G-003 KA_G-003.DGNOVERALL SITE PLAN

SERVICE BRIDGE ELECTRICAL AND COMMUNICATION LINES RELOCATION DETAILS

INTAKE TOWER AND SERVICE BRIDGE ELECTRIC SERVICE AND EXTERIOR LIGHTING C-2-166

S-002 KA_S-002.DGN

S-003 KA_S-003.DGN

RIVET INSPECTION DETAILS

INSPECTION DETAILS

KANSAS CITY DISTRICT

SEE COVER SHEET

A S

V

IT

A K

G-001

A N

S I

D

S E

E C

O V

E R S

H E

E T

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

T

D R

A W

IN

G C

O D

E

F

IL

E N

A M

E

J

M A

X W

E L L

KANOPOLIS DAM AND RESERVOIR

K A

N O

P O

L

IS

D

A M A

N D R

E S

E R

V O

IR

E F

E R

N A

N D

E Z

E F

E R

N A

N D

E Z

C O

V E

R S

H E

E T A

N D

S H

E E

T I

N D

E X

REPAINT SERVICE BRIDGE SUPERSTRUCTURE

R E

P A

IN

T S

E R

V

IC

E B

R

ID

G E S

U P

E R

S T

R U

C T

U R

E

BIDDABILITY, CONSTRUCTIBILITY, OPERABILITY, ENVIRONMENTAL, AND SUSTAINABILITY

K A

G -0

.d g n

P2 - 486823, FY2022

P

F

Y

SMOKY HILL RIVER, KANSAS

S M

O K

Y H

IL

L R

IV

E R

K A

N S

A S

W912DQ23B1002

W

D Q

B

OCTOBER 2022

O C

T O

B E

R

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:11:13 AM 10/26/2022

...\RepaintServiceBridgeSuperstructure\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\LOCATION AND VICINTY MAP

K A

N O

P O

L

IS

D

A M A

N D R

E S

E R

V O

IR

F

IL

E N

A M

E

A N

S I

D

G-002

E

E C

O V

E R S

H E

E T

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

T

D R

A W

IN

G C

O D

A W

IN

G

C O

D E

J

M A

X W

E L

LOCATION

PROJECT

L O

C A

T

IO

N A

N D V

IC

IN

T Y M

A P

P A

IN

T S

E R

V

IC

E B

R

ID

G E S

U P

E R

S T

R U

C T

U R

E

K A

G -0

.d g n

S M

O K

Y H

IL

L R

IV

E R

K A

N S

A S

P

F

Y

A S

V

IT

A K

E F

E R

N A

N D

E Z

E F

E R

N A

N D

E Z

BIDDABILITY, CONSTRUCTIBILITY, OPERABILITY, ENVIRONMENTAL, AND SUSTAINABILITY

W

D Q

B

O C

T O

B E

R

STAGING AREA

INTAKE TOWER

STAGING AREA

HANDRAILS

TRUSS MEMBERS AND

REPAINT SERVICE BRIDGE

HANDRAILS

TRUSS MEMBERS AND

REPAINT SERVICE BRIDGE

HANDRAILS

TRUSS MEMBERS AND

REPAINT SERVICE BRIDGE

BEARINGS AT ABUTMENT

REPAINT (2) BRIDGE

BEARINGS AT TOWER

REPAINT (2) BRIDGE

BEARINGS AT PIER

REPAINT (4) BRIDGE

BEARINGS AT PIER

REPAINT (4) BRIDGE

JUNCTION BOX AT ABUTMENT

SOUTH ELECTRICAL CONDUIT

JUNCTION BOX AT ABUTMENT

NORTH ELECTRICAL CONDUIT

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:11:40 AM 10/26/2022

...\RepaintServiceBridgeSuperstructure\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\OVERALL SITE PLAN

K A

N O

P O

L

IS

D

A M A

N D R

E S

E R

V O

IR

F

IL

E N

A M

E

A N

S I

G-003

E C

O V

E R S

H E

E T

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

T

D R

A W

IN

G C

O D

A W

IN

G

C O

D E

J

M A

X W

E

V

E R

A L L S

IT

E P

L A

N

B1

PROJECT AREA MAP

SCALE: NTS

N

R E

P A

IN

T S

E R

V

IC

E B

R

ID

G E S

U P

E R

S T

R U

C T

U R

E

K A

G -0

.d g n

S M

O K

Y H

IL

L R

IV

E R

K A

N S

A S

P

F

Y

A S

V

IT

A K

E F

E R

N A

N D

E Z

E F

E R

N A

N D

E Z

BIDDABILITY, CONSTRUCTIBILITY, OPERABILITY, ENVIRONMENTAL, AND SUSTAINABILITY

W

D Q

B

O C

T O

B E

R

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

COMMUNICATION LINE BOX AT BRIDGE ABUTMENT

NORTH ELECTRICAL CONDUIT JUNCTION

TRUSS BOTTOM CHORD

REHUNG IN THE ORIGINAL MANNER AFTER COMPLETION OF PAINTING.

BE TEMPORARILY RELOCATED PRIOR TO PAINT REMOVAL AND

NORTH ELECTRICAL CONDUIT AND TELECOMMUNICATION LINE TO

AFTER COMPLETION OF PAINTING.

PRIOR TO PAINT REMOVAL AND REHUNG IN THE ORIGINAL MANNER

SOUTH ELECTRICAL CONDUIT TO BE TEMPORARILY RELOCATED

TRUSS BOTTOM CHORD

BOX AT BRIDGE ABUTMENT

SOUTH ELECTRICAL CONDUIT JUNCTION

NOTE 33.

NOTE 22.

NOTE 11.

GENERAL NOTES|GENERAL SHEET NOTES|GENERAL (DISCIPLINE) NOTES|LEGEND

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:20:00 AM 10/26/2022

...\RepaintServiceBridgeSuperstructure\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\SERVICE BRIDGE ELECTRICAL AND COMMUNICATION LINES RELOCATI

E1 SCALE: NTS

ABUTMENT NORTH CORNER ELECTRICAL JUNCTION BOX

A1

ABUTMENT SOUTH CORNER ELECTRICAL JUNCTION BOX

SCALE: NTS A6 SCALE: NTS

E6 SCALE: NTS

SOUTH ELECTRICAL CONDUIT - LOOKING TOWARDS INTAKE TOWER

NORTH ELECTRICAL CONDUIT - LOOKING TOWARDS INTAKE TOWER

F

IL

E N

A M

E

A S

V

IT

A K

S-001

S E

E C

O V

E R S

H E

E T

W

D Q

B

D R

A W

IN

G C

O D

E

A N

S I

D

J

M A

X W

E L L

E F

E R

N A

N D

E Z

K A

N O

P O

L

IS

D

A M A

N D R

E S

E R

V O

IR

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

T

E F

E R

N A

N D

E Z

C O

M M

U N

IC

A T

IO

N L

IN

E S R

E L

O C

A T

IO

N D

E T

A

IL

S

S E

R V

IC

E B

R

ID

G E E

L E

C T

R

IC

A L A

N D

R E

P A

IN

T S

E R

V

IC

E B

R

ID

G E S

U P

E R

S T

R U

C T

U R

E

BIDDABILITY, CONSTRUCTIBILITY, OPERABILITY, ENVIRONMENTAL, AND SUSTAINABILITY

K A S -0

.d g n

S M

O K

Y H

IL

L R

IV

E R

K A

N S

A S

P

F

Y

O C

T O

B E

R

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:21:21 AM 10/26/2022

...\RepaintServiceBridgeSuperstructure\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\RIVET INSPECTION DETAILS

MINIMUM REVIT DIMENSIONS

DIAMETER "D"

RIVIT SHANK

DIAMETER "A"

MINIMUM HEAD

DIAMETER "H"

MINIMUM HEAD

DIAMETER "A"

MINIMUM HEAD

DIAMETER "H"

MINIMUM HEAD

LOADING: PRIMARILY SHEAR TENSION OR UNKNOWN

LOADING: TENSION & SHEAR

"8

"8

"4

"8

"8

"16 3"8

"8

1" "4

1"

"8

"4

" 16

"16

RIVET EVALUATION CRITERA

DRAWINGS.

METHODS SUCH AS A D-METER OR CALIPERS AND COMPARED TO ORIGINAL

SECTION LOSS. MEMBER THICKNESS SHOULD BE VERIFIED USING NDT

PLATES FOR SIGNS OF PACK RUST, DISTORTION FROM OVERLOAD, AND

SPECIAL ATTENTION WILL BE MADE CONCERNING GUSSET AND COVER 7.

SHALL PERFORM NDT USING A DYE PENETRATION TEST KIT, ETC.

MEMBERS. IF A SUSPECTED CRACK IS FOUND, THE BRIDGE INSPECTOR

THE BRIDGE INSPECTOR SHALL INSPECT ALL BRIDGE STRUCTURAL 6.

NECESSARY FOR CORRECTING AND CLEANING HOLE.

A RESULT OF MISALIGNED PLATES. REAMING OF THE HOLES MAY BE

RIVET CAMMING - A CONDITION WHERE THE RIVET HOLE IS NOT STRAIGHT AS 5.

CONTRACTING OFFICER.

REMOVAL AND ONLY AFTER APPROVAL HAS BEEN OBTAINED FROM THE

WITH A SCARFING TIP WILL BE PERMITTED ONLY FOR PROBLEMATIC RIVET

ANY STRUCTURAL MEMBERS IN TENSION . USE OF A GAS CUTTING TORCH

MEMBER TO REMAIN. NO FLAME CUTTING METHODS WILL BE PERMITTED ON

CONTRACTOR TO ENSURE NO DAMAGE WILL OCCUR TO THE EXISTING

ENGINEER REVIEW. ACCEPTANCE WILL REQUIRE DEMONSTRATION BY THE

PROPOSED RIVET REMOVAL METHODS TO THE CONTRACTING OFFICER FOR

A WORKING DRAWING AS PART OF THE BRIDGE INSPECTION PLAN DETAILING

PRIOR TO STARTING ANY RIVET REMOVAL, THE CONTRACTOR SHALL SUBMIT 4.

TENSIONED BEFORE THE NEXT RIVET MAY BE REMOVED.

ANY CONNECTION. THE REPLACEMENT BOLT SHALL BE FULLY INSTALLED AND

ENGINEER, ONLY ONE RIVET MAY BE REMOVED AND REPLACED AT A TIME AT

UNLESS OTHERWISE SHOWN IN THE PLANS OR APPROVED BY THE 3.

00.

BE INSTALLED AND TENSIONED IN ACCORDANCE WITH SPECIFCATION 05 12

1/8" MAXIMUM TO FACILITATE BOLT INSTALLATION IF NEEDED. BOLTS SHALL

REPLACE. EXISTING HOLES MAY BE REAMED TO THE RIVET DIAMETER PLUS

SHALL HAVE A DIAMETER MATCHING THE DIAMETER OF THE RIVET THEY

BOLTS SHALL CONFORM TO ASTM F3125 GR A325. BOLTS REPLACING RIVETS 2.

97 02.

05 12 00, AND PREPARED FOR PAINT IN ACCORDANCE WITH SPECIFICATION 09

SHALL BE INSTALLED AND TENSIONED IN ACCORDANCE WITH SPECIFICATION

THE RIVET EVALUATION CRITERIA SHOWN ON THIS SHEET. NEW H.S. BOLTS

COMPLETED AND SHALL BE REMOVED AND REPLACED IN ACCORDANCE WITH

PAINTED SHALL BE EVALUATED AFTER FIELD PREPARATION FOR PAINTING IS

EXISTING RIVETS TO REMAIN ON MEMBERS AND/OR GUSSETS BEING 1.

RIVET INSPECTION AND REPLACEMENT NOTES

IRREGULAR SECTION LOSS, CONTACT THE CONTRACTING OFFICER FOR DIRECTION.

UNCLEAR AS TO THE RIVET LOADING CONDITION OR USE THE SECTION LOSS CRITERIA FOR "UNKNOWN" LOADING CONDITION. FOR RIVETS WITH

REPLACE RIVET IF SECTION LOSS IS EQUAL TO OR GREATER THAN THE DIAGRAM SHOWN BELOW. THE ENGINEER SHALL BE CONSULTED IF 3.

PERPENDICULAR TO ITS SHANK WITH A 40 OZ HAMMER.

CONFIRMED LOOSE IF IT CAN BE FELT TO MOVE AFTER BEING STRUCK ON THE SIDE OF THE HEAD IN A DIRECTION APPROXIMATELY

REPLACE RIVET IF THE RIVET VISUALLY APPEARS TO BE LOOSE FOR ANY REASON. RIVETS VISUALLY SUSPECT OF BEING LOOSE SHALL BE 2.

δ) REPLACE RIVET IF THERE IS SEPARATION BETWEEN THE SOUND METAL SURFACES OF EITHER RIVET HEAD AND THE RIVETED PARTS. (SEE SYMBOL 1.

RIVETS SHALL BE REPLACED IF THEY FAIL TO MEET ANY ONE OF THESE CRITERIA.

D1 SCALE: NTS

RIVET LOADING CONDITION - PRIMARILY SHEAR (DIAGONALS)

SCALE: NTSA1

RIVET LOADING CONDITION - PRIMARILY TENSION, TENSION & SHEAR, OR UNKOWN (FLOOR BEAMS)

F

IL

E N

A M

E

S-002

S E

E C

O V

E R S

H E

E T

D R

A W

IN

G C

O D

E

J

M A

X W

E L L

K A

N O

P O

L

IS

D

A M A

N D R

E S

E R

V O

IR

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

T

R E

P A

IN

T S

E R

V

IC

E B

R

ID

G E S

U P

E R

S T

R U

C T

U R

E

BIDDABILITY, CONSTRUCTIBILITY, OPERABILITY, ENVIRONMENTAL, AND SUSTAINABILITY

K A S -0

.d g n

S M

O K

Y H

IL

L R

IV

E R

K A

N S

A S

P

F

Y

A S

V

IT

A K

A N

S I

D

E F

E R

N A

N D

E Z

E F

E R

N A

N D

E Z

R

IV

E T I

N S

P E

C T

IO

N D

E T

A

IL

S

S E

R V

IC

E B

R

ID

G E

O C

T O

B E

R

W

D Q

B

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:17:49 AM 10/26/2022

...\RepaintServiceBridgeSuperstructure\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\INSPECTION DETAILS

SPECIFICATION 09 97 02.

DETAILS A1 AND A5. PAINT FOLLOWING THE PROCEDURES OUTLINED IN

AND IN POCKETS OF BRIDGE BEARINGS PRIOR TO REPAINTING AS SHOWN IN

THOROUGHLY ALL SIDES OF BRIDGE LACING, BACKSIDES OF "C" CHANNELS,

THE CONTRACTOR SHALL MAKE EVERY EFFORT TO MEDIA-BLAST CLEAN 3.

PROCEDURES OUTLINED IN SPECIFICATION 09 97 02.

UNDERSIDE OF COVER PLATES ARE CLEAN, PAINT FOLLOWING THE

UNDER ALL COVER PLATES OF THE BRIDGE AS SHOWN IN DETAIL D5. AFTER

THE CONTRACTOR SHALL MAKE EVERY EFFORT TO MEDIA-BLAST CLEAN 2.

IN SPECIFICATION 09 97 02.

SHALL BE CLEANED AND PAINTED FOLLOWING THE PROCEDURES OUTLINED

AS SHOWN IN DETAIL D1, ALL BRIDGE EXPANSION SLIDING PLATE JOINTS 1.

NOTES

A1

STRUCTURAL LACING

SCALE: NTS

D1

BRIDGE EXPANSION JOINT SLIDING PLATES

SCALE: NTS D5

PACK RUST UNDER COVER PLATES

SCALE: NTS

A5

BRIDGE FIXED AND ROLLER BEARINGS

SCALE: NTS

F

IL

E N

A M

E

S-003

S E

E C

O V

E R S

H E

E T

D R

A W

IN

G C

O D

E

J

M A

X W

E L L

K A

N O

P O

L

IS

D

A M A

N D R

E S

E R

V O

IR

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

T

R E

P A

IN

T S

E R

V

IC

E B

R

ID

G E S

U P

E R

S T

R U

C T

U R

E

K A S -0

.d g n

S M

O K

Y H

IL

L R

IV

E R

K A

N S

A S

P

F

Y

A S

V

IT

A K

A N

S I

D

E F

E R

N A

N D

E Z

E F

E R

N A

N D

E Z

R

IV

E T I

N S

P E

C T

IO

N D

E T

A

IL

S

S E

R V

IC

E B

R

ID

G E

BIDDABILITY, CONSTRUCTIBILITY, OPERABILITY, ENVIRONMENTAL, AND SUSTAINABILITY

W

D Q

B

O C

T O

B E

R

NORTH FACE NORTH FACE

ABUTMENT

NORTH FACE

SOUTH FACE

SOUTH FACE SOUTH FACE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:13:35 AM 10/26/2022

...\RepaintServiceBridgeSuperstructure\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\SERVICE BRIDGE PLAN AND ELEVATION

K A

N O

P O

L

IS

D

A M A

N D R

E S

E R

V O

IR

F

IL

E N

A M

E

A N

S I

E C

O V

E R S

H E

E T

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

T

D R

A W

IN

G C

O D

A W

IN

G

C O

D E

J

M A

X W

E

RS-700

E

R V

IC

E B

R

ID

G E

P L

A N A

N D E

L E

V A

T

IO

N

FOR INFORMATION ONLY

R E

P A

IN

T S

E R

V

IC

E B

R

ID

G E S

U P

E R

S T

R U

C T

U R

E

S M

O K

Y H

IL

L R

IV

E R

K A

N S

A S

P

F

Y

K A

R S -7

.d g n

A S

V

IT

A K

E F

E R

N A

N D

E Z

E F

E R

N A

N D

E Z

BIDDABILITY, CONSTRUCTIBILITY, OPERABILITY, ENVIRONMENTAL, AND SUSTAINABILITY

W

D Q

B

O C

T O

B E

R

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:13:48 AM 10/26/2022

...\RepaintServiceBridgeSuperstructure\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\SERVICE BRIDGE DETAILS OF SUPER-STRUCTURE

K A

N O

P O

L

IS

D

A M A

N D R

E S

E R

V O

IR

F

IL

E N

A M

E

A N

S I

E C

O V

E R S

H E

E T

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

T

D R

A W

IN

G C

O D

A W

IN

G

C O

D E

J

M A

X W

E

RS-701

E

R V

IC

E B

R

ID

G E

D E

T A

IL

S O

F S

U P

E R -S

T R

U C

T U

R E

FOR INFORMATION ONLY

R E

P A

IN

T S

E R

V

IC

E B

R

ID

G E S

U P

E R

S T

R U

C T

U R

E

K A

R S -7

.d g n

S M

O K

Y H

IL

L R

IV

E R

K A

N S

A S

P

F

Y

A S

V

IT

A K

E F

E R

N A

N D

E Z

E F

E R

N A

N D

E Z

BIDDABILITY, CONSTRUCTIBILITY, OPERABILITY, ENVIRONMENTAL, AND SUSTAINABILITY

W

D Q

B

O C

T O

B E

R

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:17:18 AM 10/26/2022

...\RepaintServiceBridgeSuperstructure\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\INTAKE TOWER AND SERVICE BRIDGE ELECTRIC SERVICE AND EXTER

FOR INFORMATION ONLY

K A

N O

P O

L

IS

D

A M A

N D R

E S

E R

V O

IR

F

IL

E N

A M

E

A N

S I

D

S E

E C

O V

E R S

H E

E T

K A

N S

A S C

IT

Y

M O

E T

H S

T R

E E

T

K A

N S

A S C

IT

Y D

IS

T R

IC

T

D R

A W

IN

G C

O D

E

D R

A W

IN

G

C O

D E

J

M A

X W

E L L

RS-702

IN

T

A K

E T

O W

E R A

N D S

E R

V

IC

E B

R

ID

G E

E L E

C T

R

IC

S

E R

V

IC

E A

N D E

X T

E R

IO

R L

IG

H T

IN

G

R E

P A

IN

T S

E R

V

IC

E B

R

ID

G E S

U P

E R

S T

R U

C T

U R

E

K A

R S -7

.d g n

S M

O K

Y H

IL

L R

IV

E R

K A

N S

A S

P

F

Y

A S

V

IT

A K

E F

E R

N A

N D

E Z

E F

E R

N A

N D

E Z

BIDDABILITY, CONSTRUCTIBILITY, OPERABILITY, ENVIRONMENTAL, AND SUSTAINABILITY

O C

T O

B E

R

W

D Q

B