W912QR-60722627_Plans-0000.pdf

PDF 4 MB Posted Apr 23, 2026

Attached to: DB DSCC Bridge Replacements Project
Solicitation number: W912QR-60722627
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Apr 23, 2026

This document is a set of contract drawings for the Pershing Avenue and Roosevelt Bridge Replacement project at Defense Supply Center Columbus (DSCC) in Columbus, Ohio, issued in December 2025 with contract number W912QR-60722627. The project involves the demolition and replacement of two bridge structures crossing Mason Run, a tributary waterway within the DSCC facility.

The contract drawings include comprehensive engineering plans across multiple disciplines: general site plans with vicinity maps and haul routes (G-002), survey and mapping documentation (VF101-VF102), erosion prevention and sediment control plans (GC101-GC103) with details for temporary construction access, pump-around systems, and fiber roll installations, civil site plans (CS101-CS102) showing demolition areas and new construction, utility plans (CU101-CU102) identifying existing infrastructure requiring protection or relocation including water, sanitary sewer, gas, electrical, and communications lines, and structural details (S-501-S-503) for precast reinforced concrete box culvert bridges with 16-foot spans and 5-foot-10-inch precast rise heights. The project specifies construction of articulated concrete block mattress systems for stream bank stabilization, new concrete sidewalks and curbing, asphalt pavement restoration, and coordination of utility relocations including electrical conduit, communications conduit, water lines, and sanitary sewer systems. The contractor is required to manage stormwater through pump-around systems during construction, conduct soil testing for contaminants at bridge corners, haul debris to state-certified landfills via the James Road gate, and maintain erosion control measures throughout the work areas at both bridge locations.

View the file

Other files

File	Type	Posted
W912QR-60722627_Specs-0002.pdf	PDF	Jun 1, 2026
W912QR-60722627 - AMDT 0002 - DSCC Bridge Replacement.pdf	PDF	Jun 1, 2026
W912QR-60722627 - AMDT 0001 - DSCC Bridge Replacement.pdf	PDF	Jun 1, 2026
W912QR-60722627_Specs-0000.pdf	PDF	Apr 23, 2026

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

LOUISVILLE DISTRICT

PERSHING AVENUE AND ROOSEVELT BRIDGE REPLACEMENTS

DEFENSE SUPPLY CENTER COLUMBUS (DSCC)

COLUMBUS, OHIO

DEC 2025

US Army Corps of Engineers ®

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R . M

N L

J R

. P

C E

E, K Y

G A

U E

R O

B R

E R

S U

C O

S, O H

C .C

R C

R S

D S

G-001

CONTRACT DRAWINGS

SHEET ID NO. DRAWING TITLE

GENERAL

G-001 COVER SHEET AND SHEET INDEX

G-002 AREA, VICINITY, AND LOCATION MAPS

G-101 OVERALL SITE AND CONTROL POINT DESCRIPTIONS

SURVEY/MAPPING

VF101 SURVEY PLAN - PERSHING AVENUE

VF102 SURVEY PLAN - ROOSEVELT AVENUE

EROSION CONTROL

GC101 EROSION PREVENTION AND SEDIMENT CONTROL PLAN -

PERSHING AVENUE

GC102 EROSION PREVENTION AND SEDIMENT CONTROL PLAN -

ROOSEVELT AVENUE

GC501 EROSION PREVENTION AND SEDIMENT CONTROL DETAILS

GC502 EROSION PREVENTION AND SEDIMENT CONTROL DETAILS

GC503 EROSION PREVENTION AND SEDIMENT CONTROL DETAILS

CIVIL

CD101 DEMOLITION PLAN - PERSHING AVENUE

CD102 DEMOLITION PLAN - ROOSEVELT AVENUE

CS101 CIVIL SITE PLAN - PERSHING AVENUE

CS102 CIVIL SITE PLAN - ROOSEVELT AVENUE

CS501 CIVIL DETAILS

CU101 UTILITY SITE PLAN - PERSHING AVENUE

CU102 UTILITY SITE PLAN - ROOSEVELT AVENUE

STRUCTURAL

S-501 STRUCTURAL DETAILS

S-502 STRUCTURAL DETAILS

S-503 STRUCTURAL DETAILS

23 April 2026

W912QR-60722627

2Q R

-6

7_ Pl an s-

A1 SCALE: NTS

LOCATION MAP A11 SCALE: NTS

VICINITY MAP AND CONTRACTOR HAUL ROUTE

H11 SCALE: NTS

AREA MAP

FRANKLIN COUNTY

O H I OI N D I A N A

K E N T U C K Y

W E S T V I R G I N I A

CONRAIL - CSX TRANSPORTATION INC.

PERSHING AVE. 18TH

BLVD

17TH

BLVD

16TH

BLVD

15TH

BLVD

14TH

BLVD

13TH

BLVD

11TH

BLVD

10TH

BLVD

JAC

KSO

BLVD

9TH

BLVD

8TH

BLVD

7TH

BLVD

YLE AVE.

ROOSEVELT LANE

"C" STREET

"B" STREET

"A" STREET

9TH

BLVD

5T H

MARYLAND AVE.

"A" STREET

"C" STREET

17TH

BLVD

YEARLING

POTH RD.

ROOSEVELT LANE

WASHINGTON

LANE

HAUL ROUTE

C W

NOTES:

1. TRUCK TRAFFIC MUST USE THE JAMES ROAD GATE.

2. CONSTRUCTION DEBRIS AND EXCESS SOIL TO BE HAULED OFF

SITE TO A STATE CERTIFIED LANDFILL.

PERSHING AVE.

BRIDGE

TURKEY RUN

DSCCCOLUMBUS, OH

ROOSEVELT AVE.

BRIDGE

PROPOSED ADDITIONAL

LAYDOWN AREA

USACE OFFICE

MASON RUN

PROPOSED SITE

LAYDOWN / SPOIL

AREA

JAMES ROAD GATE

ROOSEVELT AVE.

BRIDGE PROPOSED

CONTRACTOR HAUL

ROUTE

PERSHING AVE BRIDGE

PROPOSED CONTRACTOR

HAUL ROUTE

EXISTING

ENTRANCE

TO REMAIN

OPEN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R . M

N L

J R

. P

C E

E, K Y

G A

U E

R O

B R

E R

S U

C O

S, O H

C . C

, V

Y, A

N D

L O

G-002

2Q R

-6

7_ Pl an s-

AutoCAD SHX Text

DSCC

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TURKEY RUN

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AVENUE

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FOYLE

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"G" STREET

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"H" STREET

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4TH BLVD.

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"I"STREET

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1ST BLVD.

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"I" STREET

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"J" STREET

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3RD BLVD.

AutoCAD SHX Text

ROAD

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GRANT

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WASHINGTON LANE

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1ST BLVD.

AutoCAD SHX Text

GARDEN WAY

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GOLF CIRCLE

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WALTON

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LOOP

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MASON RUN

AutoCAD SHX Text

14TH BLVD.

AutoCAD SHX Text

MASON RUN

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"H" STREET

AutoCAD SHX Text

INV= 788.35' CHANNEL

AutoCAD SHX Text

INV= 788.26' CHANNEL

AutoCAD SHX Text

INV=787.08' CHANNEL

AutoCAD SHX Text

INV=787.07' CHANNEL

AutoCAD SHX Text

INV= 783.09'

AutoCAD SHX Text

INV= 783.07'

AutoCAD SHX Text

INV= 784.81'

AutoCAD SHX Text

INV= 784.80'

AutoCAD SHX Text

INV= 787.49' 6" CONC

AutoCAD SHX Text

INV= 787.47' 6" CONC

AutoCAD SHX Text

INV= 787.06' 1'CONC

AutoCAD SHX Text

INV (BOTTOM CENTER)= 785.76'

AutoCAD SHX Text

INV= 787.50' 8" HDPE

AutoCAD SHX Text

INV= 786.86' 8" HDPE

AutoCAD SHX Text

INV= 787.02' 8" HDPE

AutoCAD SHX Text

INV= 786.97' 8" HDPE

AutoCAD SHX Text

INV= 786.38' 10" CONC

AutoCAD SHX Text

INV= 786.01' 10" CONC

AutoCAD SHX Text

INV= 786.98' 8" HDPE

AutoCAD SHX Text

INV= 786.86' 8" HDPE

AutoCAD SHX Text

INV=783.69' (BOTTOM OF CB)

AutoCAD SHX Text

INV= 785.82' 1' PVC

AutoCAD SHX Text

INV= 782.75' 36" HDPE

AutoCAD SHX Text

INV= 782.74' 36" HDPE

AutoCAD SHX Text

INV= COULD NOT REACH

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INV= COULD NOT REACH

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INV= 782.55'

AutoCAD SHX Text

INV= 782.76' 6" PIPE

AutoCAD SHX Text

INV= 784.76' 3" PIPE

AutoCAD SHX Text

INV= 782.60'

AutoCAD SHX Text

INV= 782.86'

AutoCAD SHX Text

INV= 783.41'

AutoCAD SHX Text

INV= 784.20'

AutoCAD SHX Text

INV= 782.85'

AutoCAD SHX Text

INV= 782.94'

AutoCAD SHX Text

INV= 782.90'

AutoCAD SHX Text

INV= 787.49' 10" HDP

AutoCAD SHX Text

INV= 787.24' 12" HDP

AutoCAD SHX Text

INV= 785.81'

AutoCAD SHX Text

INV= 786.06'

AutoCAD SHX Text

INV= 786.01'

AutoCAD SHX Text

INV= 783.87' BOTTOM OF CB

AutoCAD SHX Text

INV= 786.58' 8" HDP

AutoCAD SHX Text

INV= 786.51' BOTTOM OF CB

AutoCAD SHX Text

INV= 786.03'

AutoCAD SHX Text

INV= COULD NOT REACH

AutoCAD SHX Text

INV= 785.92'

AutoCAD SHX Text

INV= 782.80'

AutoCAD SHX Text

INV= 785.25' BOTTOM OF CB

AutoCAD SHX Text

INV= 787.41' 2' HDPE

AutoCAD SHX Text

INV= 787.78' 6" PVC

AutoCAD SHX Text

INV= 784.51' 2' HDPE

AutoCAD SHX Text

INV= 784.52' 2' HDPE

AutoCAD SHX Text

INV= 784.05' 2' HDPE

AutoCAD SHX Text

INV= 784.01' 2' HDPE

AutoCAD SHX Text

INV= 783.53' 2' HDPE

AutoCAD SHX Text

INV= 783.58' 2' HDPE

AutoCAD SHX Text

INV= 784.71'

AutoCAD SHX Text

INV= 784.95'

AutoCAD SHX Text

INV= 784.87'

AutoCAD SHX Text

INV= 784.94' BOTTOM OF CB

AutoCAD SHX Text

INV= 780.24' CHANNEL

AutoCAD SHX Text

INV= 782.79' 36" HDPE

AutoCAD SHX Text

INV= 780.35' CHANNEL

AutoCAD SHX Text

INV= COULD NOT REACH 36" HDPE

AutoCAD SHX Text

INV= 779.81'

AutoCAD SHX Text

INV= 780.14'

AutoCAD SHX Text

INV= 780.08'

AutoCAD SHX Text

INV= 779.96'

AutoCAD SHX Text

INV= 779.38'

AutoCAD SHX Text

INV= COULD NOT REACH

AutoCAD SHX Text

INV= 779.37'

AutoCAD SHX Text

INV= 784.13' 1' PVC

AutoCAD SHX Text

INV= 783.23' BOTTOM OF CB

AutoCAD SHX Text

INV= 785.57' 6" PIPE

AutoCAD SHX Text

INV= 784.99' 8" HDPE

AutoCAD SHX Text

INV= 785.57' 8" HDPE

AutoCAD SHX Text

INV= 778.84' CHANNEL

AutoCAD SHX Text

INV= 785.36' OVAL SHAPED

AutoCAD SHX Text

INV= 778.89' CHANNEL

AutoCAD SHX Text

INV= COULD NOT REACH OFFSET BELL

AutoCAD SHX Text

INV= 786.06' 14" HDPE

AutoCAD SHX Text

INV= 786.10' 14" HDPE

AutoCAD SHX Text

INV= 786.31' 8" HDPE

AutoCAD SHX Text

INV= 787.33' 8" HDPE

AutoCAD SHX Text

INV= 785.57' BOTTOM OF CB

AutoCAD SHX Text

INV= 784.59' BOTTOM OF CB

AutoCAD SHX Text

INV= 784.52' BOTTOM OF CB

AutoCAD SHX Text

INV= 783.13' 36" PIPE

AutoCAD SHX Text

INV= 783.28' 24" PIPE

AutoCAD SHX Text

INV= 782.92' 36" HDPE

AutoCAD SHX Text

INV= 782.86' 36" HDPE

AutoCAD SHX Text

INV= 784.03' BOTTOM OF CB

AutoCAD SHX Text

INV= COULD NOT REACH

AutoCAD SHX Text

INV= COULD NOT REACH

AutoCAD SHX Text

INV= 786.73' 10" PIPE

AutoCAD SHX Text

INV= 786.36' 14" HDPE

AutoCAD SHX Text

INV= 786.37' 14" HDPE

AutoCAD SHX Text

INV= 786.72' 8" HDPE

AutoCAD SHX Text

INV= 786.03' 8" HDPE

AutoCAD SHX Text

INV= 786.88' 1' CONC

AutoCAD SHX Text

RIM EL= 792.01' COULD NOT REMOVE LID

AutoCAD SHX Text

RIM EL= 791.70' COULD NOT REMOVE LID

AutoCAD SHX Text

RIM EL= 793.98'

AutoCAD SHX Text

RIM EL= 791.97' COULD NOT REMOVE LID

AutoCAD SHX Text

RIM EL= 791.98'

AutoCAD SHX Text

RIM EL= 792.42' COULD NOT REMOVE LID

AutoCAD SHX Text

RIM EL= 792.03' COULD NOT REMOVE LID

AutoCAD SHX Text

RIM= 789.94'

AutoCAD SHX Text

RIM EL= 789.08' OFFSET BELL

AutoCAD SHX Text

RIM EL= 788.59' STANDING WATER OVER PIPES

AutoCAD SHX Text

RIM EL= 791.25' OFFSET BELL

AutoCAD SHX Text

RIM EL= 791.18' OFFSET BELL

AutoCAD SHX Text

RIM EL= 789.86' 4' BOX

AutoCAD SHX Text

RIM EL= 789.72' CONCRETE LID

AutoCAD SHX Text

RIM EL= 789.83' CONC LID (CAPPED)

AutoCAD SHX Text

RIM EL= 790.37' (CHOKED WITH OIL/WATER)

AutoCAD SHX Text

RIM EL= 789.76' CHOKED WITH SILT

AutoCAD SHX Text

RIM EL= 789.83' LID STUCK (BELL SHAPED)

AutoCAD SHX Text

RIM EL= 789.21' (BOTTOM FULL OF SILT)

AutoCAD SHX Text

RIM EL= 789.53' (BOTTOM FULL OF SILT)

AutoCAD SHX Text

RIM EL= 790.94'

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text Rocky

AutoCAD SHX Text Fork

AutoCAD SHX Text Creek

AutoCAD SHX Text Blacklick

AutoCAD SHX Text Big

AutoCAD SHX Text Blacklick

AutoCAD SHX Text Creek

AutoCAD SHX Text

GROVEPORT

AutoCAD SHX Text

UPPER

AutoCAD SHX Text

ARLINGTON

AutoCAD SHX Text

GAHANNA

AutoCAD SHX Text

BRICE

AutoCAD SHX Text

BEXLEY

AutoCAD SHX Text

MIFFLIN

AutoCAD SHX Text

JEFFERSON

AutoCAD SHX Text

FRANKLIN

AutoCAD SHX Text

CLINTON

AutoCAD SHX Text Zimmer

AutoCAD SHX Text Parks

AutoCAD SHX Text Mills

AutoCAD SHX Text Clinton

AutoCAD SHX Text Edgewater

AutoCAD SHX Text Park

AutoCAD SHX Text Mifflinville

AutoCAD SHX Text Briggsdale

AutoCAD SHX Text Big

AutoCAD SHX Text Creek

AutoCAD SHX Text Walnut

AutoCAD SHX Text Big

AutoCAD SHX Text Scioto

AutoCAD SHX Text River

AutoCAD SHX Text Alum

AutoCAD SHX Text Creek

AutoCAD SHX Text Big

AutoCAD SHX Text Walnut

AutoCAD SHX Text Creek

AutoCAD SHX Text

E. BROAD STREET

AutoCAD SHX Text

E. 5TH AVENUE

AutoCAD SHX Text

STELZER RD.

AutoCAD SHX Text

CI CI

COCO

CICI

N. 720,955.41 E. 1,859,005.91

ELEV. 795.91

USACE - STATUS FOUND

RIM EL. 795.51

RIM EL. 796.37

RIM EL. 794.50

RIM EL. 794.25

RIM EL. 796.05

RIM EL. 796.20

RIM EL. 794.96

RIM EL. 795.12

CB 1397

2X2 SQUARE

RIM EL. 794.53

CB 1403

2X2 SQUARE

RIM EL. 794.54

RIM EL. 795.07

RIM EL. 794.69

RIM EL. 797.26

RIM EL. 795.50

18" PVC

INV EL. 788.73

INV EL. 791.30

E: INV EL. 792.79

W: INV EL. 792.75

INV EL. 793.09

RIM EL. 793.48

W: INV EL. 784.91

E: INV EL. 784.86

INV EL. 785.67

INV EL. 787.34

S: INV EL. 790.09

N: INV EL. 789.91

N: INV EL. 789.98

INV EL. 790.01

INV EL. 788.50

INV EL. 785.63

INV EL. 785.04

8" PVC

INV EL. 792.93

INV EL. 783.97

E: INV EL. 789.76

W: INV EL. 790.14

INV EL. 792.47

12" PVC

36" RCP

8" PVC

12" PVC

" P

15" PVC

36" RCP

N. 722,133.75 E. 1,858,907.80

ELEV. 795.06

USACE - STATUS FOUND

CB 10014

24"X24" SQUARE

RIM EL. 793.91

CB 10057

SQUARE

RIM EL. 794.12

6"X6" ELECTRIC

HAND HOLE

STOP

6"X6" UNKNOWN

HAND HOLE

CB 10126

SQUARE

RIM EL. 794.96

RIM EL. 797.75

6" PVC

6"X6" ELECTRIC

HAND HOLE

CB 10258

SQUARE

RIM EL. 795.51

CB 10305

SQUARE

RIM EL. 794.85

RIM EL. 794.68

CB 10356

SQUARE

RIM EL. 793.99

CB 10365

SQUARE

RIM EL. 794.23

24" ADS

INV EL. 788.44

INV EL. 788.32

8" ADS

INV EL. 791.76

COULD NOT

LOCATE END

20" RCP

INV EL. 787.75

24" CMP

INV EL. 788.11

4" PVC

INV EL. 792.50

INV EL. 788.29

INV EL. 788.81

INV EL. 789.15

V EL. 789.90

V EL. 792.13

INV EL. 789.72

INV EL. 790.07

INV EL. 790.12

INV EL. 789.45

INV EL. 793.47

N: INV EL. 792.16

E: INV EL. 792.62

INV EL. 792.34

INV EL. 789.49

CB 10538

NOT IN USE ROUND

RIM EL. 793.92

6" PVC

INV EL. 791.06

COULD NOT

LOCATE END

RIM EL. 795.08

INV EL. 788.50

W: INV EL. 791.86

INV EL. 789.36

RIM EL. 793.47

RIM EL. 794.20

" P

18" VCP

18" PVC

24"

12"

CB 10522

SQUARE

RIM EL. 794.47

" P

RIM EL. 795.40

PAVER

EVETM

R R

RIM EL. 798.13

4 X 2"

CONDUIT

PERSHING AVE

ROOSEVELT AVE

INV EL. 784.68

36" RCP

CONCRETE

1" ELECTRIC CONDUIT

ROOSEVELT AVE

1" ELECTRIC CONDUIT

RUNS UNDER BRIDGE DECK

DMH

RIM EL. 795.48

INV EL. 785.55

INV EL. 785.69

INV EL. 785.29

CI CI

COCO

CICI

N. 720,955.41 E. 1,859,005.91

ELEV. 795.91

USACE - STATUS FOUND

RIM EL. 795.51

RIM EL. 796.37

RIM EL. 794.50

RIM EL. 794.25

RIM EL. 796.20

RIM EL. 795.46

RIM EL. 796.98

RIM EL. 796.33

RIM EL. 794.96

RIM EL. 795.12

CB 1397

2X2 SQUARE

RIM EL. 794.53

CB 1403

2X2 SQUARE

RIM EL. 794.54

RIM EL. 795.07

RIM EL. 794.69

RIM EL. 797.26

RIM EL. 795.50

18" PVC

INV EL. 788.73

INV EL. 791.30

E: INV EL. 792.79

W: INV EL. 792.75

INV EL. 793.09

RIM EL. 793.48

W: INV EL. 784.91

E: INV EL. 784.86

INV EL. 785.67

INV EL. 787.34

S: INV EL. 790.09

N: INV EL. 789.91

N: INV EL. 789.98

INV EL. 790.01

INV EL. 788.50

INV EL. 785.63

INV EL. 785.04

8" PVC

INV EL. 792.93

INV EL. 783.97

E: INV EL. 789.76

W: INV EL. 790.14

INV EL. 792.47

12" PVC

36" RCP

8" PVC

12" PVC

" P

15" PVC

36" RCP

N. 722,133.75 E. 1,858,907.80

ELEV. 795.06

USACE - STATUS FOUND

CB 10014

24"X24" SQUARE

RIM EL. 793.91

CB 10057

SQUARE

RIM EL. 794.12

6"X6" ELECTRIC

HAND HOLE

STOP

6"X6" UNKNOWN

HAND HOLE

CB 10126

SQUARE

RIM EL. 794.96

RIM EL. 797.75

6" PVC

6"X6" ELECTRIC

HAND HOLE

CB 10258

SQUARE

RIM EL. 795.51

MH 149A

RIM EL. 795.51

CB 10305

SQUARE

RIM EL. 794.85

MH 149

RIM EL. 794.68

CB 10356

SQUARE

RIM EL. 793.99

CB 10365

SQUARE

RIM EL. 794.23

24" ADS

INV EL. 788.44

INV EL. 788.32

8" ADS

INV EL. 791.76

COULD NOT

LOCATE END

20" RCP

INV EL. 787.75

24" CMP

INV EL. 788.11

4" PVC

INV EL. 792.50

INV EL. 788.29

INV EL. 788.81

INV EL. 789.15

V EL. 789.90

V EL. 792.13

INV EL. 789.72

INV EL. 790.07

INV EL. 790.12

INV EL. 789.45

INV EL. 793.47

N: INV EL. 792.16

E: INV EL. 792.62

INV EL. 792.34

INV EL. 789.49

CB 10538

NOT IN USE ROUND

RIM EL. 793.92

6" PVC

INV EL. 791.06

COULD NOT

LOCATE END

RIM EL. 795.08

INV EL. 788.50

W: INV EL. 791.86

INV EL. 789.36

RIM EL. 797.92

RIM EL. 793.47

RIM EL. 794.20

" P

18" VCP

18" PVC

24"

12"

CB 10522

SQUARE

RIM EL. 794.47

" P

RIM EL. 795.40

PAVER

EVETM

R R

RIM EL. 798.13

GAS SIGNS ON

BOTH SIDES OF

CANAL

4 X 2"

COMMUNICATIONS

CONDUIT

PERSHING AVE

ROOSEVELT AVE

INV EL. 784.68

36" RCP

CONCRETE

1" ELECTRIC CONDUIT

ROOSEVELT AVE

1" ELECTRIC CONDUIT

RUNS UNDER BRIDGE DECK

DMH

RIM EL. 795.48

INV EL. 785.55

INV EL. 785.69

INV EL. 785.29

16TH

STR

EET

16TH

STR

EET

16TH

STR

EET

ASO

N R

U N

ASO

N R

U N

INV EL. 785.29

12" RCP

FILLED IN

ASO

N R

U N

W W

EEEEE

COMM

10" PVC

10" DI

" D

12" DI

10" PVC

12" D I

10" PVC

12" DI

ASO

N R

U N

PARKING LOT

RAISED BED

SIDEWALK

PERSHING AVENUE BRIDGE SITE

ROOSEVELT AVENUE BRIDGE SITE

GC102

VF102

CD102

CS102

CU102

GC101

VF101

CD101

CS101

CU101 PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV. V

NORTHING

EASTING

LOCATION:

GEOGRAPHIC COORDINATES (NAD83)

(US FT)

(FT)

722,133.75

795.06

1,858,907.80 (US FT)

MAY 2025

OHIO SOUTH SPC ZONE 3402 (NAD83)

MAY 2025

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV. V

SCALE FACTOR

NORTHING

EASTING

LOCATION:

NAVD 88

DESCRIPTION:

GEOGRAPHIC COORDINATES (NAD83)

FOUND

THE STATION IS A 5/8 INCH IRON PIN FOUND WITH YELLOW USACE CAP THAT IS

(US FT)

(FT)

(US FT)

DEFENSE SUPPLY CENTER COLUMBUS

ROOSEVELT AND PERSHING BRIDGES FY25

COLUMBUS, OH

DSCC - FY25 - BRIDGE REPLACEMENT

MONUMENT 100 IS LOCATED APPROXIMATELY 400 FEET SOUTHWEST FROM THE

INTERSECTION OF PERSHING AVENUE AND MASON CANAL IN THE GRASS IN BETWEEN

THE SIDEWALK AND THE WESTERN EDGE OF THE UNNAMED STREET WEST OF MASON CANAL:

211.7 FEET WEST FROM THE CENTER OF A CATCH BASIN FLOWING INTO THE NORTH

SIDE OF THE NORTHEASTERN DETENTION POND, 154.5 FEET SOUTH OF A CATCH BASIN

IN LINE WITH SAID SIDEWALK IN A PARKING LOT ENTRANCE, AND 130.0 FEET EAST

FROM THE CENTER OF A CATCH BASIN FLOWING INTO NORTH SIDE OF THE NORTHWESTERN

DETENTION POND.

39°58'55.20528"

82°53'27.87124"

NOT TO

SCALE

0.99999025 -00°14'53.32"

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV. V

NORTHING

EASTING

LOCATION:

GEOGRAPHIC COORDINATES (NAD83)

(US FT)

(FT)

722,133.75

795.06

1,858,907.80 (US FT)

MAY 2025

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV. V

SCALE FACTOR

NORTHING

EASTING

NAVD 88

GEOGRAPHIC COORDINATES (NAD83)

FOUND

DRIVEN FLUSH WITH THE GROUND.

(US FT)

(FT)

(US FT)

DEFENSE SUPPLY CENTER COLUMBUS

ROOSEVELT AND PERSHING BRIDGES FY25

COLUMBUS, OH

DSCC - FY25 - BRIDGE REPLACEMENT

39°58'55.20528"

82°53'27.87124"

NOT TO

SCALE

0.99999025 -00°14'53.32"

211.7'

130'

154.5'

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV. V

COMB. FACTOR

NORTHING

EASTING

LOCATION:

DESCRIPTION:

(FT)

720,955.41

1,859,005.91

GEOGRAPHIC COORDINATES (NAD83)

(US FT)

MAY 2025

DEFENSE SUPPLY CENTER COLUMBUS

ROOSEVELT AND PERSHING BRIDGES FY25

COLUMBUS, OH

MAY 2025

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV. V

COMB. FACTOR

NORTHING

EASTING

LOCATION:

NAVD 88

DESCRIPTION:

THE STATION IS A 5/8 INCH IRON PIN FOUND WITH YELLOW USACE CAP THAT IS

DRIVEN FLUSH WITH THE GROUND.

FOUND

(FT)795.91

GEOGRAPHIC COORDINATES (NAD83)

(US FT)

INTERSECTION OF ROOSEVELT AVENUE AND MASON CANAL IN THE GRASSY AREA

BETWEEN A SIDEWALK AND THE WESTERN EDGE OF THE UNNAMED ROAD WEST

OF MASON CANAL:31.2 FEET NORTHEAST OF AN ELECTRIC MANHOLE THAT IS

BISECTED BY THE WESTERN EDGE OF SAID SIDEWALK, 11.2 FEET SOUTH OF A

FIREHYDRANT, AND 7.4 FEET WEST OF THE WESTERN EDGE OF PAVEMENT OF SAID

UNNAMED STREET.

DSCC - FY25 - BRIDGE REPLACEMENT

39°58'43.56468"

82°53'26.54544"

NOT TO

SCALE

0.99998966 -00°14'52.48"

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV. V

COMB. FACTOR

NORTHING

EASTING

LOCATION:

DESCRIPTION:

(FT)

720,955.41

1,859,005.91

GEOGRAPHIC COORDINATES (NAD83)

(US FT)

MAY 2025

DEFENSE SUPPLY CENTER COLUMBUS

ROOSEVELT AND PERSHING BRIDGES FY25

COLUMBUS, OH

OHIO SOUTH SPC ZONE 3402 (NAD83)

MAY 2025

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

CONV. V

COMB. FACTOR

NORTHING

EASTING

NAVD 88

FOUND

(FT)795.91

GEOGRAPHIC COORDINATES (NAD83)

(US FT)

MONUMENT 101 IS LOCATED APPROXIMATELY 150 FEET NORTHWEST FROM THE

DSCC - FY25 - BRIDGE REPLACEMENT

39°58'43.56468"

82°53'26.54544"

NOT TO

SCALE

0.99998966 -00°14'52.48"

7.4'32 .2'

11.2'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R . M

N L

J R

. P

C E

E, K Y

(2 2.

C H

G A

U E

R O

B R

E R

S U

C O

S, O H

C . C

N D

C O

O L

T D

G-101

PLAN

NORTH

SCALE: 1"=100'

OVERALL SITEA1 100' 200'0 SCALE: NTSA11

CONTROL POINT DESCRIPTION 101

CONTROL POINT DESCRIPTION 100

SCALE: NTSH11

LEGEND

CONTRACTOR WORK LIMITS

1. SURVEY WAS COMPLETED MAY 2025. THE VERTICAL DATUM IS NAVD88. THE

HORIZONTAL DATUM IS OHIO SOUTH SPC ZONE 3402 NAD83 (2011).

2. ANY DIMENSIONS SHOWN ARE IN US FEET.

GENERAL SHEET NOTES

CONTROL POINT LOCATION

EXISTING WATER VALVE

EXISTING LIGHT POLE

CI EXISTING CURB INLET

D EXISTING STORM MANHOLE

S EXISTING SANITARY MANHOLE

EXISTING STORM HEADWALL

EXISTING SANITARY PIPESAN

EXISTING WATER LINEW

EXISTING STORM LINESD

EXISTING GAS LINEG

EXISTING ELECTRIC LINEE

EXISTING COMMUNICATIONS LINECOMM

C EXISTING COMMUNICATIONS MANHOLE

E EXISTING ELECTRICAL HANDHOLE

CONTROL POINT 101

CONTROL POINT 100

2Q R

-6

7_ Pl an s-

COCO

CB 10014

24"X24" SQUARE

RIM EL. 793.91

CB 10057

SQUARE

RIM EL. 794.12

6"X6" ELECTRIC

HAND HOLE

STOP

6"X6" UNKNOWN

HAND HOLE

CB 10126

SQUARE

RIM EL. 794.96

RIM EL. 797.75

6" PVC

6"X6" ELECTRIC

HAND HOLE

CB 10258

SQUARE

RIM EL. 795.51

CB 10305

SQUARE

RIM EL. 794.85

RIM EL. 794.68

CB 10356

SQUARE

RIM EL. 793.99

24" ADS

INV EL. 788.44

INV EL. 788.32

8" ADS

INV EL. 791.76

COULD NOT

LOCATE END

20" RCP

INV EL. 787.75

24" CMP

INV EL. 788.11

4" PVC

INV EL. 792.50

INV EL. 788.81

V EL. 789.90

V EL. 792.13

INV EL. 789.72

INV EL. 790.07

INV EL. 790.12

INV EL. 789.45

N: INV EL. 792.16

E: INV EL. 792.62

INV EL. 792.34

INV EL. 789.49

CB 10538

NOT IN USE ROUND

RIM EL. 793.92INV EL. 788.50

W: INV EL. 791.86

INV EL. 789.36

" P

18" VCP

24"

12"

CB 10522

SQUARE

RIM EL. 794.47

4 X 2"

CONDUIT

PERSHING AVE

1" ELECTRIC CONDUIT

COCO

CB 10014

24"X24" SQUARE

RIM EL. 793.91

CB 10057

SQUARE

RIM EL. 794.12

6"X6" ELECTRIC

HAND HOLE

STOP

6"X6" UNKNOWN

HAND HOLE

CB 10126

SQUARE

RIM EL. 794.96

RIM EL. 797.75

6" PVC

6"X6" ELECTRIC

HAND HOLE

CB 10258

SQUARE

RIM EL. 795.51

MH 149A

RIM EL. 795.51

CB 10305

SQUARE

RIM EL. 794.85

MH 149

RIM EL. 794.68

CB 10356

SQUARE

RIM EL. 793.99

24" ADS

INV EL. 788.44

INV EL. 788.32

8" ADS

INV EL. 791.76

COULD NOT

LOCATE END

20" RCP

INV EL. 787.75

24" CMP

INV EL. 788.11

4" PVC

INV EL. 792.50

INV EL. 788.81

V EL. 789.90

V EL. 792.13

INV EL. 789.72

INV EL. 790.07

INV EL. 790.12

INV EL. 789.45

N: INV EL. 792.16

E: INV EL. 792.62

INV EL. 792.34

INV EL. 789.49

CB 10538

NOT IN USE ROUND

RIM EL. 793.92INV EL. 788.50

W: INV EL. 791.86

INV EL. 789.36

RIM EL. 797.92

" P

18" VCP

24"

12"

CB 10522

SQUARE

RIM EL. 794.47

4 X 2"

COMMUNICATIONS

CONDUIT

PERSHING AVE

1" ELECTRIC CONDUIT

16TH

STR

EET

ASO

N R

U N

WWWWW

WWWWWW

W W

W W W W W W W W

W W

W W W W W W W W W W W W

EEEEEEEEEEEEEEEEEEEEEEEEE

COMM COMM COMM COMM COMM COMM COMM

COMM COMM

COMM

10" PVC

10" DI

" D

12" DI

10" PVC

12" D I

LIGHT POLE #784

.4H

ASO

N R

U N

CONCRETE SIDEWALK

PARKING LOT

EXISTING CURB

PARKING LOT

PUMP AROUND CREEK

PUMP FOR INTERNAL DRAINAGE

(PIPES ENTERING NEAR BRIDGE)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R . M

N L

J R

. P

C E

E, K Y

(2 2.

C H

G A

U E

R O

B R

E R

S U

C O

S, O H

C . C

N U

C O

O L

N P

O N

A N

GC101

SCALE:1"=20'

EROSION PREVENTION AND SEDIMENT CONTROL PLAN - PERSHING AVENUEA1 20' 40'0

LEGEND

SHEET KEYNOTES

1. TEMPORARY INLET PROTECTION

2. TEMPORARY COFFERDAM

3. TEMPORARY GRAVEL CONSTRUCTION ACCESS

4. TEMPORARY TREE PROTECTION

5. PROVIDE TEMPORARY PUMP AROUND DURING CONSTRUCTION TO PREVENT

WATER FROM IMPACTING SITE CONSTRUCTION. CONTRACTOR IS

RESPONSIBLE FOR EVALUATING STREAM FLOW TO DETERMINE PUMP SIZING

REQUIRED FOR PUMP AROUND SYSTEM.

6. SECONDARY CONTAINMENT; SEE DETAILS A1, SHEET GC501

7. RIPRAP OUTLET PROTECTION

1. CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION

PREVENTION PLAN (SWPPP) FOR THE PROJECT AND OBTAINING ALL

NECESSARY PERMITS INCLUDING, BUT NOT LIMITED TO, THE 401 AND 404

PERMITS FROM THE STATE AND USACE UNLESS OTHERWISE PROVIDED IN

THE DB RFP PACKAGE. THE CONTRACTOR IS ALSO RESPONSIBLE FOR

OBTAINING UTILITY STREAM CROSSING PERMITS AS NECESSARY FOR UTILITY

RELOCATES.

2. CONTRACTOR IS TO STRICTLY ADHERE TO GOVERNING AGENCY GUIDELINES

AS IT PERTAINS TO RESTRICTION OF SEDIMENTATION, VEHICLE TRACKING,

ETC. IN ORDER TO KEEP STORMWATER POLLUTION TO A MINIMUM AND

IMPACTS FOR SURROUNDING AREAS AT A MINIMUM.

3. TO THE MAXIMUM EXTENT FEASIBLE, CONTRACTOR IS TO PERFORM

CONSTRUCTION DURING DRY TIMES TO PREVENT POTENTIAL CHANNEL

IMPACTS OCCURRING DURING RAINFALL EVENTS. PUMP AROUND WILL MORE

THAN LIKELY BE UTILIZED DUE TO CONTINUOUS CHANNEL FLOW MOST OF

THE YEAR.

4. 16TH STREET IS TO BE CLOSED DURING CONSTRUCTION OF THE BRIDGES.

5. PRIOR TO LAND DISTURBANCE, CONTRACTOR IS TO PERFORM SOIL TESTS AT

EACH CORNER OF THE EXISTING BRIDGES (8 TESTS) AND ONE TEST AT THE

UPSTREAM AND DOWNSTREAM INVERTS (4 TESTS) TO ANALYZE

CONTAMINANTS IN THE SOILS. BASED ON WHERE POTENTIAL HAZARDOUS

SOILS MAY BE LOCATED, THE CONTRACTOR IS TO STOCKPILE AND PROTECT

SOILS ACCORDINGLY ON 16TH STREET. TOTAL NUMBER OF SOIL TESTS

PERFORMED WILL BE TWELVE (12).

GENERAL SHEET NOTES

STORMWATER PUMP

CONTRACTOR WORK LIMITS

TEMPORARY CONSTRUCTION ENTRANCE

RIPRAP OUTLET PROTECTION

2Q R

-6

7_ Pl an s-

CI CI

CICI

N. 720,955.41 E. 1,859,005.91

ELEV. 795.91

USACE - STATUS FOUND

RIM EL. 795.51

RIM EL. 796.37

RIM EL. 794.50

RIM EL. 794.25

RIM EL. 796.05

RIM EL. 796.20

RIM EL. 794.96

RIM EL. 795.12

CB 1397

2X2 SQUARE

RIM EL. 794.53

CB 1403

2X2 SQUARE

RIM EL. 794.54

RIM EL. 795.07

RIM EL. 794.69

RIM EL. 797.26

RIM EL. 795.50

18" PVC

INV EL. 788.73

INV EL. 791.30

E: INV EL. 792.79

W: INV EL. 792.75

INV EL. 793.09

W: INV EL. 784.91

E: INV EL. 784.86

INV EL. 785.67

INV EL. 787.34

S: INV EL. 790.09

N: INV EL. 789.91

N: INV EL. 789.98

INV EL. 790.01

INV EL. 788.50

INV EL. 785.63

INV EL. 785.04

8" PVC

INV EL. 792.93

E: INV EL. 789.76

W: INV EL. 790.14

INV EL. 792.47

12" PVC

36" RCP

8" PVC

12" PVC

" P

15" PVC

36" RCP

INV EL. 791.06

COULD NOT

LOCATE END

RIM EL. 795.08

18" PVC

" P

RIM EL. 795.40

PAVER

EVETM

R R

RIM EL. 798.13

ROOSEVELT AVE

INV EL. 784.68

36" RCP

CONCRETE

ROOSEVELT AVE

1" ELECTRIC CONDUIT

RUNS UNDER BRIDGE DECK

INV EL. 785.55

INV EL. 785.69

INV EL. 785.29

CI CI

CICI

N. 720,955.41 E. 1,859,005.91

ELEV. 795.91

USACE - STATUS FOUND

RIM EL. 795.51

RIM EL. 796.37

RIM EL. 794.50

RIM EL. 794.25

RIM EL. 796.20

RIM EL. 795.46

RIM EL. 796.98

RIM EL. 796.33

RIM EL. 794.96

RIM EL. 795.12

CB 1397

2X2 SQUARE

RIM EL. 794.53

CB 1403

2X2 SQUARE

RIM EL. 794.54

RIM EL. 795.07

RIM EL. 794.69

RIM EL. 797.26

RIM EL. 795.50

18" PVC

INV EL. 788.73

INV EL. 791.30

E: INV EL. 792.79

W: INV EL. 792.75

INV EL. 793.09

W: INV EL. 784.91

E: INV EL. 784.86

INV EL. 785.67

INV EL. 787.34

S: INV EL. 790.09

N: INV EL. 789.91

N: INV EL. 789.98

INV EL. 790.01

INV EL. 788.50

INV EL. 785.63

INV EL. 785.04

8" PVC

INV EL. 792.93

E: INV EL. 789.76

W: INV EL. 790.14

INV EL. 792.47

12" PVC

36" RCP

8" PVC

12" PVC

" P

15" PVC

36" RCP

INV EL. 791.06

COULD NOT

LOCATE END

RIM EL. 795.08

18" PVC

" P

RIM EL. 795.40

PAVER

EVETM

R R

RIM EL. 798.13

GAS SIGNS ON

BOTH SIDES OF

CANAL

ROOSEVELT AVE

INV EL. 784.68

36" RCP

CONCRETE

ROOSEVELT AVE

1" ELECTRIC CONDUIT

RUNS UNDER BRIDGE DECK

INV EL. 785.55

INV EL. 785.69

INV EL. 785.29

16TH

STR

EET

ASO

N R

U N

INV EL. 785.29

12" RCP

FILLED IN

W W

WWWWWWWWWW

G 4"

E E E E E E E

E E

12" D I

10" PVC

12" DI

RAISED BED

SIDEWALK

DEPRESSED CURBS

DEPRESSED CURB

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R . M

N L

J R

. P

C E

E, K Y

(2 2.

C H

G A

U E

R O

B R

E R

S U

C O

S, O H

C . C

R R

O O

U E

T C

O N

P R

N A

GC102

SCALE:1"=20'

EROSION PREVENTION AND SEDIMENT CONTROL PLAN - ROOSEVELT AVENUEA1 20' 40'0

LEGEND

SHEET KEYNOTES

1. TEMPORARY INLET PROTECTION

2. TEMPORARY COFFERDAM

3. TEMPORARY GRAVEL CONSTRUCTION ACCESS

4. TEMPORARY TREE PROTECTION

5. PROVIDE TEMPORARY PUMP AROUND DURING CONSTRUCTION TO PREVENT

WATER FROM IMPACTING SITE CONSTRUCTION. CONTRACTOR IS

RESPONSIBLE FOR EVALUATING STREAM FLOW TO DETERMINE PUMP SIZING

REQUIRED FOR PUMP AROUND SYSTEM.

6. SECONDARY CONTAINMENT; SEE DETAILS A1, SHEET GC501

7. RIPRAP OUTLET PROTECTION

1. CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION

PREVENTION PLAN (SWPPP) FOR THE PROJECT AND OBTAINING ALL

NECESSARY PERMITS INCLUDING, BUT NOT LIMITED TO, THE 401 AND 404

PERMITS FROM THE STATE AND USACE UNLESS OTHERWISE PROVIDED IN

THE DB RFP PACKAGE. THE CONTRACTOR IS ALSO RESPONSIBLE FOR

OBTAINING UTILITY STREAM CROSSING PERMITS AS NECESSARY FOR UTILITY

RELOCATES.

2. CONTRACTOR IS TO STRICTLY ADHERE TO GOVERNING AGENCY GUIDELINES

AS IT PERTAINS TO RESTRICTION OF SEDIMENTATION, VEHICLE TRACKING,

ETC. IN ORDER TO KEEP STORMWATER POLLUTION TO A MINIMUM AND

IMPACTS FOR SURROUNDING AREAS AT A MINIMUM.

3. TO THE MAXIMUM EXTENT FEASIBLE, CONTRACTOR IS TO PERFORM

CONSTRUCTION DURING DRY TIMES TO PREVENT POTENTIAL CHANNEL

IMPACTS OCCURRING DURING RAINFALL EVENTS. PUMP AROUND WILL MORE

THAN LIKELY BE UTILIZED DUE TO CONTINUOUS CHANNEL FLOW MOST OF

THE YEAR.

4. 16TH STREET IS TO BE CLOSED DURING CONSTRUCTION OF THE BRIDGES.

5. PRIOR TO LAND DISTURBANCE, CONTRACTOR IS TO PERFORM SOIL TESTS AT

EACH CORNER OF THE EXISTING BRIDGES (8 TESTS) AND ONE TEST AT THE

UPSTREAM AND DOWNSTREAM INVERTS (4 TESTS) TO ANALYZE

CONTAMINANTS IN THE SOILS. BASED ON WHERE POTENTIAL HAZARDOUS

SOILS MAY BE LOCATED, THE CONTRACTOR IS TO STOCKPILE AND PROTECT

SOILS ACCORDINGLY ON 16TH STREET. TOTAL NUMBER OF SOIL TESTS

PERFORMED WILL BE TWELVE (12).

GENERAL SHEET NOTES

STORMWATER PUMP

CONTRACTOR WORK LIMITS

TEMPORARY CONSTRUCTION ENTRANCE

RIPRAP OUTLET PROTECTION

2Q R

-6

7_ Pl an s-

EROSION PREVENTION AND SEDIMENT CONTROL DETAILS

PUMP AROUND AND DEWATERING NOTES:

1. PRIOR TO CULVERT WORK, PLACE TEMPORARY COFFERDAM OF SAND BAGS, RIPRAP OR OTHER

SUITABLE MATERIAL UPSTREAM OF THE CULVERT. COFFERDAM MATERIAL MUST PROVIDE AN

IMPERVIOUS BARRIER TO PREVENT STREAM FLOW FROM ENTERING THE CULVERT

REPLACEMENT WORK AREAS.

2. IF INSTREAM FLOW IS SUFFICIENT TO OVERTOP THE UPSTREAM COFFERDAM, PROVIDE A PUMP

AROUND AS INDICATED IN THE DETAIL. THE PUMP AROUND WILL MAINTAIN FLOW IN THE

CHANNEL BY BYPASSING THE DISTRUBED SOIL IN THE WORK AREA. THE PUMP AROUND MUST

BE IN PLACE AND OPERATIONAL PRIOR TO EARTH DISTURBING ACTIVITY WITHIN THE CULVER

REPLACEMENT WORK AREA.

3. PLACE A TEMPORARY COFFERDAM DOWNSTREAM OF THE CULVERT AS INDICATED IN THE

DETAIL. A DEWATERING PUMP MUST UTILIZED WITH A FILTER BAG AS INDICATED IN THE DETAIL.

CONTRACTOR IS RESPONSIBLE FOR DETERMINING PUMP AROUND SYSTEM TO EFFECTIVELY

DEWATER THE SITE AND BYPASS STREAM FLOW AROUND THE CONSTRUCTION SITE.

4. PUMP AROUND AND DEWATERING OPERATIONS MUST BE INSPECTED ON A REGULAR BASIS AND

MAINTAINED TO ENSURE PROPER FUNCTION. THIS INCLUDES ANY SIGNS OF EROSION, LEAKS,

OR OVERTOPPING OF COFFERDAMS, AND PUMP CAPACITY TO MANAGE WATER VOLUME.

PUMP AROUND DETAIL

DEWATER DETAIL

NOTE:

DETAILS SHOWN HERE ARE FOR BIDDING

PURPOSES. ACTUAL DESIGN AND

CONSTRUCTION MUST BE DETERMINED BY THE

CONTRACTOR AND BE CONSISTENT WITH

EXISTING SITE FEATURES AND ACTUAL DESIGN

REQUIREMENTS.

CROSS SECTION

EXIT DIAGRAM

NOTES:

1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS.

2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA,

GRADE, AND CROWN FOR POSITIVE DRAINAGE.

3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH ODOT #2 OR NATIONAL STONE ASSOCIATION

R-2 (1.5"-3.5" STONE).

4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6".

5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS

THAN 20'.

6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS

GREATER THAN 2%.

7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES.

8. WHEN WASHING IS REQUIRED, IT SHOULD BE SHOULD BE DONE ON AN AREA STABILIZED WITH

CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN

(DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL

DEVICE).

9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND

CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE

FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT.

10. MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC

RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY

MEASURES USED TRAP SEDIMENT.

TREE PROTECTION NOTES:

1. USE TRENCHER (I.E. DITCH WITCH) TO CUT A 4"-5" W x 1" D TRENCH ALONG DRIP LINE (LIMIT OF

CLEARING) AND BACKFILL WITH SAND LIGHTLY COMPACT.

2. SPACE STAKES AT INTERVALS SUFFICIENT TO MAINTAIN ALL FENCING OUT OF DRIP LINE OR AS

SHOWN BY ENGINEER (SET STAKES NO GREATER THAN 6' ON CENTER-REBAR IS NOT TO BE

USED FOR STAKES).

3. MAINTAIN FENCE BY REPAIRING AND/OR REPLACING DAMAGED FENCE. DO NOT REMOVE

FENCING PRIOR TO LANDSCAPING OPERATIONS.

4. DO NOT STORE OR STACK MATERIALS, EQUIPMENT, OR VEHICLES WITHIN FENCED AREA.

5. FENCE SHALL BE ORANGE VINYL "SNOW FENCE" 4' HIGH MINIMUM.

CROSS-SECTION

PLAN

4' MIN.

6" MIN.

CROSS-SECTION

PLAN

(IF NEEDED)

FLOW

WORK

AREA

WORK

AREA

1' (2

' M

INTAKE HOSE TO PUMP AROUND PUMP

COFFERDAM WITH IMPERVIOUS SHEETING

(MATERIALS AND SHAPE VARY DEPENDING

ON NEEDS AND AVAILABILITY)

INTAKE HOSE POSITIONED SO INTAKE

DOES NOT REST ON STREAM BED

SUMP HOLE

SUMP HOLE INTAKE HOSE POSITIONED SO INTAKE

DOES NOT REST ON STREAM BED

EMBANKMENT STABILIZATION:

RIPRAP AND GEOTEXTILE VELOCITY

DISSIPATER TO BE PLACED ON

STREAM BANK

SECONDARY CONTAINMENT

(MATERIAL AND SHAPE MAY VARY)

FILTER BAG

DISCHARGE HOSEBA

(2 ' M

.) COFFERDAM WITH IMPERVIOUS SHEETING

(MATERIALS AND SHAPE VARY DEPENDING

ON NEEDS AND AVAILABILITY)

FILTER BAG

HEAVY DUTY

LIFTING STRAPS

6" LAYER #57 STONE PAD

OVER GEOTEXTILE FABRIC

CLAMPS

INTAKE HOSE

PUMP

DISCHARGE HOSE

GEOTEXTILE

ODOT TYPE D

TEMPORARY CONSTRUCTION ACCESS

PUMP AROUND AND DEWATER

TREE PROTECTIONFILTER BAG

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R . M

N L

J R

. P

C E

E, K Y

G A

U E

R O

B R

E R

S U

C O

S, O H

C . C

T C

O N

L D

O N

P R

N A

GC501

2Q R

-6

7_ Pl an s-

FILTER (FIBER) ROLL DETAILS

INSTALL FIBER ROLLS

AROUND CULVERT OUTLET

CULVERT OUTLET

WITH FLARED

END SECTION

PLACE EXCAVATED MATERIAL ON

UPHILL SIDE OF FIBER ROLL

FILL SLOPE

PLACE EXCAVATED MATERIAL

ON UPHILL SIDE OF FIBER ROLL

WOOD STAKES

FIBER ROLL (TYP.)

SLOPE

FILL OR CUT SLOPE

PLACE EXCAVATED MATERIAL ON

UPHILL SIDE OF FIBER ROLL

FIBER ROLL

TRENCH FIBER

ROLL 2" MIN.

STAGGER JOINTS (TYP.) INSTALL FIBER ROLLS

ALONG CONTOURS

CULVERT INLET WITH

FLARED END SECTION

INSTALL FIBER ROLLS

AROUND CULVERT INLET

INSTALL FIBER ROLLS BELOW

CULVERT AS NEEDED TO

CONTROL RUNOFF

SEE NOTE 6

FIBER ROLL

A A

FIBER ROLL AT CULVERT OUTLET

FIBER ROLL AT CULVERT INLET

FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

FIBER ROLL SLOPE LAYOUT

FIBER ROLL AS PERIMETER CONTROL INSTALLATION DETAIL

STAKE DETAIL

SECTION A-A

FLOW

" M

C H

" M

. C

FLOW

DIRECTION

OF RUNOFF

PAY LIMITS

12" MIN. OVERLAP

0' M

Flow

C H

" M

FLOW

DOR TO DETERMINE SPACING

FLOW

SEE NOTE 3

NOTE:

1. REPAIR ALL RILLS AND GULLIES AND PROPERLY COMPACT BEFORE

INSTALLATION.

2. INSTALL FIBER ROLLS ALONG SLOPE CONTOURS. FOR ANY 20-FOOT SECTION

OF FIBER ROLL, DO NOT ALLOW THE FIBER ROLL TO VARY MORE THAN 5% FROM

LEVEL.

3. STAKE FIBER ROLLS IN PLACE WITH 1-INCH X 1-INCH OR 1-INCH Ø WOOD

STAKES. SPACE STAKES 4-FOOT ON CENTER (O.C.) MAX. ON SLOPES AND

2-FOOT O.C. MAX. AT CULVERTS. STAKE FIBER ROLLS 6 INCHES FROM EACH

END.

4. DRIVE STAKES INTO UNDISTURBED SOIL AT LEAST 12 INCHES DEEP. EXPOSE

STAKES 2 INCHES ABOVE TOP OF FIBER ROLL.

5. FOR FIBER ROLLS ON BARE SOIL, CONSTRUCT TRENCHES PARALLEL TO THE

CONTOUR. PLACE FIBER ROLLS IN CONTINUOUS CONTACT WITH TRENCH

BOTTOM AND SIDES. TAMP SOIL BACKFILL AGAINST UPSTREAM SIDE OF FIBER

ROLL TO ENSURE STORM WATER IS FORCED TO FLOW THROUGH FIBER ROLL

RATHER THAN UNDER IT.

6. PLACE FIBER ROLLS ALL THE WAY AROUND THE INLET WHEN THE DISTURBANCE

IS ON BOTH THE ROAD AND AROUND THE CULVERT AND ALL WATER ENTERING

THE CULVERT IS CROSSING THE DISTURBANCE.

7. APPROXIMATE SPACING SHOWN. ADJUST SPACING AS NEEDED DUE TO

SITE-SPECIFIC CONDITIONS.

8. APPROXIMATE LENGTH SHOWN FOR ROLLS ACROSS THE TOP OF THE CULVERT

INLET ONLY. ADJUST LENGTH AS NEEDED DUE TO SITE SPECIFIC CONDITIONS.

NOTE:

DETAILS SHOWN HERE ARE FOR BIDDING

PURPOSES. ACTUAL DESIGN AND

CONSTRUCTION MUST BE DETERMINED BY THE

CONTRACTOR AND BE CONSISTENT WITH

EXISTING SITE FEATURES AND ACTUAL DESIGN

REQUIREMENTS.

FIBER ROLL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R . M

N L

J R

. P

C E

E, K Y

G A

U E

R O

B R

E R

S U

C O

S, O H

C . C

T C

O N

L D

O N

P R

N A

GC502

2Q R

-6

7_ Pl an s-

DITCH APPLICATION

1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION

CONTROL PRODUCTS (RECPS), INCLUDING ANY NECESSARY

APPLICATION OF LIME, FERTILIZER, AND SEED. GROUND

SURFACE MUST BE FREE OF DEBRIS, ROCKS, CLAY CLODS AND

RAKED SMOOTH SUFFICIENT TO ALLOW INTIMATE CONTACT OF

THE RECP WITH THE SOIL OVER THE ENTIRETY OF THE

INSTALLATION.

2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE

RECPS IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY

12" OF RECPS EXTENDED BEYOND THE UP-SLOPE PORTION OF

THE TRENCH. USE SHOREMAX MAT AT THE CHANNEL/CULVERT

OUTLET AS SUPPLEMENTAL SCOUR PROTECTION AS NEEDED.

ANCHOR THE RECPS WITH A ROW OF STAPLES/STAKES/PINS

APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH.

BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY

SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING 12"

PORTION OF RECPS BACK OVER THE SEED AND COMPACTED

SOIL. SECURE RECPS OVER COMPACTED SOIL WITH A ROW

OF STAPLES/STAKES/PINS SPACED APPROXIMATELY 12" APART

ACROSS THE WIDTH OF THE RECPS.

3. ROLL CENTER RECPS IN DIRECTION OF WATER FLOW IN

BOTTOM OF CHANNEL. RECPS WILL UNROLL WITH

APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS

MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING

STAPLES/STAKES/PINS IN APPROPRIATE LOCATIONS AS SHOWN

IN THE STAPLE PATTERN GUIDE.

4. PLACE CONSECUTIVE RECPS END-OVER-END (SHINGLE STYLE)

WITH A 4"- 6" OVERLAP. USE A DOUBLE ROW OF STAPLES

STAGGERED 4" APART AND 4" ON CENTER TO SECURE RECPS.

5. FULL LENGTH EDGE OF RECPS AT TOP OF SIDE SLOPES MUST

BE ANCHORED WITH A ROW OF STAPLES/STAKES/PINS SPACED

AT ST APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND

COMPACT THE TRENCH AFTER STAPLING.

B C B C CRITICAL POINTS

A. OVERLAPS AND SEAMS

B. PROJECTED WATER LINE

C. CHANNEL BOTTOM/SIDE SLOPE VERTICES

SLOPE APPLICATION

1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION

CONTROL PRODUCTS (RECPS), INCLUDING ANY NECESSARY

APPLICATION OF LIME, FERTILIZER, AND SEED. GROUND

SURFACE MUST BE FREE OF DEBRIS, ROCKS, CLAY CLODS AND

RAKED SMOOTH SUFFICIENT TO ALLOW INTIMATE CONTACT OF

THE RECP WITH THE SOIL OVER THE ENTIRETY OF THE

INSTALLATION.

2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN

A 6" DEEP X 6" WIDE TRENCH. ANCHOR THE RECPS WITH A ROW

OF STAPLES/STAKES/PINS SPACED AT ST APART IN THE BOTTOM

OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER

STAPLING AND FOLD THE ROLL OVER DOWNSLOPE. SECURE

RECPS OVER COMPACTED SOIL WITH A ROW OF

STAPLES/STAKES/PINS SPACED AT ST APART ACROSS THE

WIDTH OF THE RECPS.

3. ROLL THE RECPS (A) DOWN OR (B) HORIZONTALLY ACROSS THE

SLOPE. RECPS WILL UNROLL WITH APPROPRIATE SIDE

AGAINST THE SOIL SURFACE. ALL RECPS MUST BE SECURELY

FASTENED TO SOIL SURFACE BY PLACING

STAPLES/STAKES/PINS IN APPROPRIATE LOCATIONS AS SHOWN

IN THE STAPLE PATTERN GUIDE. ROLLMAX RECPS AND ECBS

SHOULD UTILIZE STAPLE PATTERN C, TRMS AND VMAX

MATERIALS SHOULD UTILIZE STAPLE PATTERN D.

4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH

APPROXIMATELY 4" - 6" OVERLAP.

12"

4"-6"

5 7

A A

DETAIL NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF

NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE

CHANNEL SURFACE.

12"

4"- 6"

12"

4"- 6"

12"

4"- 6"

12"

NOTE:

DETAILS SHOWN HERE ARE FOR BIDDING

PURPOSES. ACTUAL DESIGN AND

CONSTRUCTION MUST BE DETERMINED BY THE

CONTRACTOR AND BE CONSISTENT WITH

EXISTING SITE FEATURES AND ACTUAL DESIGN

REQUIREMENTS.

6. ADJACENT RECPS MUST BE OVERLAPPED APPROXIMATELY 4"-

6" AND SECURED WITH STAPLES/STAKES/PINS AT ST.

7. IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT

IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A

DOUBLE ROW OF STAPLES STAGGERED 6" APART AND 12" ON

CENTER OVER ENTIRE WIDTH OF THE CHANNEL.

8. THE TERMINAL END OF THE RECPS MUST BE ANCHORED WITH A

ROW OF STAPLES/STAKES/PINS SPACED AT ST APART IN A 6"

DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH

AFTER STAPLING.

9. FASTENERS SHOULD PROVIDE A MINIMUM OF TWENTY POUNDS

OF PULLOUT RESISTANCE. SIX-INCH X ONE-INCH ELEVEN

GAUGE STAPLES ARE TYPICALLY ADEQUATE. IN LOOSE SOILS,

LONGER STAPLES MAY BE NECESSARY, TWIST PINS CAN

PROVIDE THE GREATEST PULLOUT RESISTANCE. IN HARD OR

ROCKY SOILS, STRAIGHT PINS MAY BY USED WHERE STAPLES

OR TWIST PINS ARE REFUSED, PROVIDED THE MINIMUM

PULLOUT REQUIREMENTS ARE MET. BIO-DEGRADABLE

FASTENERS SHALL NOT BE USED WITH VMAX (TRM) OR TMAX

(HPTRM) MATERIALS.

10.FASTENER PATTERN TO BE INSTALLED IN ACCORD WITH

MANUFACTURER'S INSTRUCTION.

11.DESIGNER OF RECORD TO DETERMINE ST.

5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST

OVERLAPPED WITH THE UPSTREAM MAT ATOP THE

DOWNSTREAM MAT (SHINGLE STYLE). THE OVERLAP SHOULD

BE 4" - 6".

6. AT THE TERMINAL END, SECURE EACH MAT ACROSS THE WIDTH

WITH A ROW OF STAPLES/STAKES/PINS SPACED AT ST. IF

EXPOSED TO FLOW, FOOT TRAFFIC, WIND UPLIFT OR OTHER

DISRUPTION, TRENCH THE TERMINAL END IN AS SHOWN IN

DETAIL.

7. FASTENERS SHOULD PROVIDE A MINIMUM OF TWENTY POUNDS

OF PULLOUT RESISTANCE. SIX-INCH X ONE-INCH ELEVEN

GAUGE STAPLES ARE TYPICALLY ADEQUATE. IN LOOSE SOILS,

LONGER STAPLES MAY BE NECESSARY, TWIST PINS CAN

PROVIDE THE GREATEST PULLOUT RESISTANCE. IN HARD OR

ROCKY SOILS, STRAIGHT PINS MAY BY USED WHERE STAPLES

OR TWIST PINS ARE REFUSED, PROVIDED THE MINIMUM

PULLOUT REQUIREMENTS ARE MET. BIO-DEGRADABLE

FASTENERS SHALL NOT BE USED WITH VMAX (TRM) OR TMAX

(HPTRM) MATERIALS.

8. FASTENER PATTERN TO BE INSTALLED IN ACCORD WITH

MANUFACTURER'S INSTRUCTION.

9. DESIGNER OF RECORD TO DETERMINE ST.

A1 SCALE: NTS

EROSION CONTROL BLANKET

SLOPE APPLICATION DITCH APPLICATION

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U…

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File details come from the government source that posted it. Updated Apr 23, 2026.