Plans_US-IL-174-13_COLEMAN_LAKE_STRUCTURE_FINAL.pdf

PDF 2 MB Posted Dec 23, 2020

Attached to: DNR-Donnelly-Control structures
Solicitation number: 21-422DNR-DIREC-B-19444
Issued by: Pope County, Illinois

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Written by GovTribe AI · Aug 1, 2024

This document is a project plan for the replacement of water control structures at the Coleman Lake area within the Donnelly State Fish & Wildlife Area in Putnam County, Illinois. The project is being undertaken by Ducks Unlimited, Inc. in cooperation with the Illinois Department of Natural Resources.

The project scope includes the removal of four existing 48-inch diameter corrugated metal pipe water control structures and the installation of four new 36-inch diameter aluminum water control structures. The work also includes embankment construction, riprap and aggregate placement, seeding and mulching, and other site work. The estimated quantities for key items are provided. No bid due date or award date is specified. The contract term is not explicitly stated, though the nature of the work suggests this is a one-time construction project.

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File	Type	Posted
Material_Specifications.pdf	PDF	Dec 23, 2020
Scope of Work - Large Again.docx	DOCX document	Dec 23, 2020
Standard Certifications V.18.1~100.doc	DOC document	Dec 23, 2020
DeliveryLocation.pdf	PDF	Dec 23, 2020
SMALL CONSTRUCTION BID FORM~71.docx	DOCX document	Dec 23, 2020
Standard Terms and Conditions~12.pdf	PDF	Dec 23, 2020

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R e v i s i o n s

B y

D a t e

BIOLOGIST: MS

DRAWN BY: RC

SURVEYED BY: RC

PROJECT NUMBER:

DATE:

IL-174-13 COVER PAGE

CAD FILE:

GLARO-IL2-025-1

2/20/2020

US-IL-174-13

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I L k g l a r o c d p r o j e c t s i l c o l e m a n l a k e s t r u c t u r e r e p l a c e m e n t c d d r a w i n g I L

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COLEMAN LAKE WCS

REPLACEMENT

DONNELLY STATE FISH & WILDLIFE AREA

PUTNAM COUNTY, IL

IN COOPERATION WITH

ILLINOIS DEPARTMENT OF NATURAL RESOURCES

NOTICE: Construction site safety is the sole responsibility of the contractor. Ducks Unlimited, Inc. shall not assume any responsibility for the safety of the work performed, persons engaged in the work, nearby structures, or of other persons on-site.

This material, data and information is the property of Ducks Unlimited, Inc. It may not be used or reproduced for any purpose without the prior written consent of an authorized agent of Ducks Unlimited, Inc. Ducks Unlimited, Inc. makes no representation or warranty of any kind regarding this material, data and information, including, but not limited to, the accuracy of the material, data and information or its suitability for any purpose. All use of the material, data and information is at the users sole risk. By using any of this material, data and information, user agrees that Ducks

Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

SHEET INDEX

1. COVER SHEET & PROJECT LOCATION MAP

2. SPECIFICATION, NOTES AND QUANTITIES

3. EXISTING CONDITIONS & TOPO PLAN

4. SITE PLAN

5. SECTION VIEWS

6. WATER CONTROL STRUCTURE DETAILS 1

7. WATER CONTROL STRUCTURE DETAILS 2

R e v i s i o n

S h e e t

Know what's below.

Call before you dig.

PROJECT LOCATION

G R E A T

L A K E S A T L A N

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F F I C E

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JOB SITE

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A P

ILLINOIS

AutoCAD SHX Text

ESTIMATED QUANTITIES

NOTE SPEC ITEM UNIT

QUANTITY

1 201 MOBILIZATION LS 1

2 204 EMBANKMENT CONSTRUCTION LS 1

3 301 WATER CONTROL STRUCTURES EA 4

4 302 STRUCTURE AND CULVERT APPURTENANCES LS 1

5 303 CULVERT AND PIPE INSTALLATION LF 176

6 305 DU CLASS III RIPRAP TN 100

7 305 1" ROAD GRAVEL TN 100

8 305 CA6 BASE ROCK TN 11

9 311 EXISTING WATER CONTROL STRUCTURE REMOVAL LS 1

10 401 SOIL EROSION AND POLLUTION CONTROL LS 1

11 402 SEEDING AND MULCHING AC-P 1

SPECIFICATIONS

101 GENERAL CONDITIONS

102 SUPPLEMENTAL CONDITIONS

201 MOBILIZATION

203 EXCAVATION

204 EMBANKMENT CONSTRUCTION

301 WATER CONTROL STRUCTURES

302 STRUCTURE AND CULVERT

APPURTENANCES

303 CULVERT AND PIPE INSTALLATION

305 RIPRAP, REVETMENT AND

AGGREGATE PLACEMENT

311 REMOVAL OF EXISTING CULVERTS

AND STRUCTURES

401 SOIL EROSION AND POLLUTION CONTROL

402 SEEDING AND MULCHING

CONSTRUCTION NOTES:

1. BID ITEM FOR MOBILIZATION SHALL INCLUDE THE SUPPLY OF ALL LABOR, MATERIAL AND EQUIPMENT TO

TRANSPORT ALL NEEDED LABOR, MATERIAL AND EQUIPMENT, TO AND FROM A PROJECT SITE, TO

SUCCESSFULLY COMPLETE THAT PROJECT AS SHOWN ON THE PLANS.

2. BID ITEM FOR EMBANKMENT CONSTRUCTION SHALL INCLUDE ALL WORK REQUIRED TO HAUL, PLACE, AND

COMPACT FILL MATERIAL TO CONSTRUCT THE WATER CONTROL STRUCTURES AND REPAIR THE EXISTING

WASH OUT LOCATED NORTH OF THE STRUCTURE REPLACEMENT AS SHOWN ON PLANS.

3. BID ITEM SHALL INCLUDE THE INSTALLATION OF WATER CONTROL STRUCTURES AS SPECIFIED ON PLANS.

4. BID ITEM SHALL INCLUDE PURCHASE AND INSTALLATION OF COVERS, STOPLOGS, LOCKING RODS, LIFTING

HOOKS AND ANY OTHER ITEM NECESSARY TO COMPLETE THE INSTALLATION OF APPURTENANCES

ASSOCIATED WITH SPECIFIED WATER CONTROL STRUCTURE.

5. BID ITEM SHALL INCLUDE THE PURCHASE AND INSTALLATION OF CULVERT AS SPECIFIED ON PLANS.

6. BID ITEM FOR DU CLASS III RIPRAP IS FOR THE ROCK PLACED UPSTREAM AND DOWNSTREAM OF PROPOSED

WATER CONTROL STRUCTURE. NON-WOVEN FILTER FABRIC IS REQUIRED BENEATH ALL ROCK/RIPRAP AND

SHALL BE SECURED TO SLOPES AND BOTTOM, USING PINS AS NOTED IN SPECIFICATION 305. QUANTITY IS

BASED ON TONS. CONTRACTOR SHALL PROVIDE SCALE TICKETS WITH WEIGHTS INCLUDING TARE WEIGHTS, GROSS WEIGHTS, AND NET WEIGHTS OF MATERIAL DELIVERED.

7. BID ITEM FOR ROAD GRAVEL INCLUDES THE PURCHASE AND INSTALLATION OF 1" ROAD GRAVEL AS

SPECIFIED ON PLANS. QUANTITY IS BASED ON TONS. CONTRACTOR SHALL PROVIDE SCALE TICKETS WITH

WEIGHTS INCLUDING TARE WEIGHTS, GROSS WEIGHTS, AND NET WEIGHTS OF MATERIAL DELIVERED.

8. BID ITEM FOR CA6 BASE ROCK INCLUDES THE PURCHASE AND INSTALLATION OF CA6 ROCK AS SPECIFIED

ON PLANS. QUANTITY IS BASED ON TONS. CONTRACTOR SHALL PROVIDE SCALE TICKETS WITH WEIGHTS

INCLUDING TARE WEIGHTS, GROSS WEIGHTS, AND NET WEIGHTS OF MATERIALS DELIVERED.

9. BID ITEM FOR EXISTING WATER CONTROL STRUCTURE REMOVAL SHALL INCLUDE ALL WORK REQUIRED TO

REMOVE EXISTING WATER CONTROL STRUCTURES AS SPECIFIED ON PLANS. DISPOSAL OF THE EXISTING

WATER CONTROL STRUCTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

10. THE BID ITEM FOR SOIL EROSION AND POLLUTION CONTROL SHALL INCLUDE THE SUPPLY, INSTALLATION, AND MAINTENANCE OF ALL MATERIALS, IN COMPLIANCE WITH ILLINOIS DNR REGULATIONS. EROSION

CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF WORK, AND WILL BE MAINTAINED UNTIL

FINAL STABILIZATION OF THE SITE. CONTRACTOR SHALL MAINTAIN, INSPECT, AND PROVIDE ALL PROPER

RECORDING AND REPORTING ACCORDING TO THE PERMIT REGULATIONS.

11. BID ITEM FOR SEEDING AND MULCHING SHALL INCLUDE ALL WORK REQUIRED TO SPREAD MULCH AND SEED

AS SPECIFIED. ILLINOIS DNR WILL PROVIDE CONTRACTOR WITH CORRECT SEED MIXTURE TO PURCHASE.

12. DEWATERING AND WATER MAINTENANCE IS THE CONTRACTOR'S RESPONSIBILITY, AND IS CONSIDERED

INCIDENTAL TO THE PROJECT.

R e v i s i o n s

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D a t e

BIOLOGIST: MS

DRAWN BY: RC

SURVEYED BY: RC

PROJECT NUMBER:

DATE:

IL-174-13 SPECIFICATIONS

CAD FILE:

GLARO-IL2-025-2

2/20/2020

US-IL-174-13

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S p e c i f i c a t i o n s

N o n e

Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

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S P E C I F I C A T I O

O T E S

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T I T I E S

GRAPHIC SCALE

1 inch = feet

0 400100 20050

R e v i s i o n s

B y

D a t e

BIOLOGIST: MS

DRAWN BY: RC

SURVEYED BY: RC

PROJECT NUMBER:

DATE:

IL-174-13 CONDITONS & TOPO

CAD FILE:

GLARO-IL2-025-3

2/20/2020

US-IL-174-13

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N o n e

Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

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E X I S T I N

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EXISTING CONCRETE PAD

TREES

ILLINOIS RIVER

COLEMAN LAKE

EXISTING WCS, 48"Ø CMP

(TO BE REMOVED)

E. INV. - 441.58

W. INV. - 441.63

EXISTING WCS, 48"Ø CMP

(TO BE REMOVED)

E. INV. - 441.65

W. INV. - 441.93

EXISTING WCS, 48"Ø CMP

(TO BE REMOVED)

E. INV. - 442.90

W. INV. - 441.97

EXISTING WCS, 48"Ø CMP

(TO BE REMOVED)

E. INV. - 441.77

W. INV. - 441.94

EXISTING BARN

FIELD

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EDGE OF GRAVEL

EDGE OF PAVEMENT

EXISTING OVERHEAD ELECTRIC

APPROXIMATE EDGE OF WATER

EXISTING TREE LINE

EDGE OF FIELD

FLOW PATH

EXISTING WCS

EXISTING CONCRETE PAD

CP 2

SET CAPPED REBAR (RTK)

N: 1681733.10

E: 2525100.09

ELEV. 446.96 (NAVD88)

CP 3

SET CAPPED REBAR (TS)

N: 1681182.19

E: 2525417.32

ELEV. 454.27 (NAVD88)

*CONTROL POINT 1 IS LOCATED TO THE EAST OF THE SITE IN

THE DONNELLY UNITS PARKING LOT. CONTROL POINT 1 IS

NOT SHOWN ON THIS MAP.

HORIZONTAL & VERTICAL CONTROL - Coordinates are NAD 83 (2011)

Illinois State Plane Coordinates West # 1202, units U.S Survey Feet.

Coordinates established from NGS OPUS (National Geodetic Survey, Online Positioning User Service). Raw data was collected for 2.5 hours on September 11, 2019 using a Trimble R10 GPS receiver. OPUS position solution for control point #1. Survey Data was collected with

Geoid Model 2012B.

CONTROL POINT DATA

POINT #

NORTHING

1683598.45

1681733.10

1681182.19

EASTING

2527957.96

2525100.09

2525417.32

ELEVATION

510.06

446.96

454.27

DESCRIPTION

CAPPED REBAR

EXISTING BODY OF WATER

EXISTING LOW SPOT TO BE FILLED BY

CONTRACTOR AS DIRECTED BY THE ENGINEER

R e v i s i o n s

B y

D a t e

BIOLOGIST: MS

DRAWN BY: RC

SURVEYED BY: RC

PROJECT NUMBER:

DATE:

IL-174-13 SITE PLAN

CAD FILE:

GLARO-IL2-025-4

2/20/2020

US-IL-174-13

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S I T E

P L A N d w g

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C o n l e y

S I T E

P L A N

N o n e

Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

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I G w w w d u c k s o r g

S I T E

P L A N

ILLINOIS RIVER

COLEMAN LAKE

4 PROPOSED WATER CONTROL STRUCTURES

(SEE SHEET 6 FOR DETAILS)

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EDGE OF GRAVEL

EDGE OF PAVEMENT

EXISTING OVERHEAD ELECTRIC

APPROXIMATE EDGE OF WATER

EXISTING TREE LINE

EDGE OF FIELD

FLOW PATH

EXISTING WCS

GRAPHIC SCALE

1 inch = feet

0 12030 6015

TREES

EXISTING ACCESS ROAD

CONTRACTOR TO LEAVE EXISTING

CONCRETE PAD IN PLACE

EXISTING CONCRETE PAD

PROPOSED 150 L.F. 1" ROAD GRAVEL RESURFACING

COLEMAN LAKE

TREES

CONTRACTOR TO LEAVE EXISTING

CONCRETE PAD IN PLACE

PROPOSED WCS, TYPICAL OF 4

(SEE SHEET 6 FOR DETAILS)

6" - 1" ROAD GRAVEL

24.00'

3.00'

DIA.

4.00' DIA.

RISER

2.00'

4.00' DIA.

RISER

2.00'

4.00' DIA.

RISER

2.00'

4.00' DIA.

RISER

3.00'

DIA.

3.00'

DIA.

3.00'

DIA.

EXISTING GRADE

12" THICK CA6 BASE ROCK

INV. ELEV. 343.0

6.00'

4.00' DIA.

RISER

6"- 1" ROAD GRAVEL

TOP ELEV. 448.0

TYP. OF 4

PROPOSED WCS, TYPICAL OF 4

(SEE SHEET 6 FOR DETAILS)

EXISTING GRADE

INV. ELEV.

442.0

12" THICK CA6 BASE ROCK

R e v i s i o n s

B y

D a t e

BIOLOGIST: MS

DRAWN BY: RC

SURVEYED BY: RC

PROJECT NUMBER:

DATE:

IL-174-13 SITE PLAN

CAD FILE:

GLARO-IL2-025-5

2/20/2020

US-IL-174-13

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V I E W

N o n e

Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

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V I E W

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EDGE OF GRAVEL

EDGE OF PAVEMENT

APPROXIMATE EDGE OF WATER

EXISTING TREE LINE

FLOW PATH

EXISTING WCS

GRAPHIC SCALE

1 inch = feet

0 8020 4010

CONCRETE BASE, TYPICAL OF 4

(SEE SHEET 7 FOR DETAILS)

PROPOSED WCS, TYPICAL OF 4

(SEE SHEET 6 FOR DETAILS)

TOP ELEV. 448.0

TYP. OF 4

SECTION A-A

SCALE 1"=2'

SECTION B-B

SCALE 1"=2'

CONCRETE BASE, TYPICAL OF 4

(SEE SHEET 7 FOR DETAILS)

ILLINOIS RIVER

EARTH

GRAVEL

CONCRETE

SITE PLAN

B e v i s i o n s

B y

D a t e

BIOLOGIST: MS

DRAWN BY: RC

SURVEYED BY: RC

PROJECT NUMBER:

DATE:

IL-174-13 DETAIL

CAD FILE:

GLARO-IL2-025-6

2/20/2020

US-IL-174-13

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E T A I L d w g

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C o n l e y

D e t a i l

N o n e

Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

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S T R U

C T U

R E

E T A I L S

NOTES:

FOR PIPE DIAMETERS 30" AND LARGER

DOWNSTREAM PIPE OUTLET SHALL CONFORM TO SLOPE

ALL METAL PIPE SHALL BE CONNECTED WITH FLANGE COUPLERS

"H" INCLUDES 0.5' OF RISER EMBEDDED IN CONCRETE

INLET AND/OR OUTLET PIPES GREATER THAN 20 LF. SHALL BE

FABRICATED USING MULTIPLE SECTIONS NOT TO EXCEED 20 LF.,

CONNECTED W/ FLANGE COUPLERS. A FULL 20' SECTION MUST

BE UTILIZED AS THE END SECTION OF PIPE.

EL "C"

CONCRETE

BASE

UPSTREAM

HEIGHT

OFFSET

LENGTHLENGTH

TOP WIDTHDOWNSTREAM

RISERDIKE

RISER

L - L

OUTLET

INLETTOP OFTOP OF

"W"

EL. "A" EL. "B"

INV. "G"INV. "F"

442.0 442.0

8.5' 12.0'

447.75

WCS 1

STOPLOGS

NO. OF

"LI" "L2" "H"

STRUCTURE

SIZE SIZE

GA. GA.

PIPE RISER

PROFILE OF ALUMINUM CMP WATER CONTROL STRUCTURE

OF CULVERT

2. GASKETS DIE CUT FROM 1/8" PVC NITRILE FOAM ENSOLITE AND MATCHED

NOTES: 1. 6"- 36" FLANGES CUT FROM 3/16 ALUMINUM PLATE.

1/4

3/16

GASKET

NO SECT

BOLT CIR.

DIA. (C)

NO.

HOLES

I.D. (B)

FLANGE

O.D. (A)

FLANGE

ALUM.

BASIC

SIZE IN.

WELD ON O.D.

BOLT SLOTS

7/16" WIDE

1" LONG FOR

3/8" SS BOLTS

NOT TO SCALE

TO CORRESPONDING FLANGE DIMENSIONS (BXD)(E) & NO HOLES.

3. 2 WASHERS PER SLOT.

1/2" SCH 40

PIPE TYP.

McMaster Carr #

98320A132

5/8" DIA.

QUICK PIN

5/8" DIA.

1/4" DIA.

THRU

NOTE: L1 AND L2 EQUAL HEIGHT OF RISER PLUS 1'

MAX LENGTH FOR EACH 5'. AFTER ADD A SECOND EXTENTION L3

STOPLOG LIFTING HOOK DETAIL

HANDLE

HOOK EXTENTION

2 PER STRUCTURE

ONE PER CONNECTION

2.00"

3.25"

3. FABRICATOR TO PROVIDE 1-2" & 1-3" STOPLOG

IN ADDITION TO STOPLOGS SPECIFIED.

1/4

3/16" WALL

BETWEEN STOPLOG GUIDES.

2. STOPLOGS SHALL BE 1" SHORTER THAN WIDTH

NOTE: 1. WELD 1/2Ø BAR IN STOPLOGS.

NOT TO SCALE

ALUMINUM STOPLOG DETAIL

1/2"Ø BAR WELDED TO STOPLOGS AS SHOWN

(2 REQ'D PER STOPLOG)

1/4

448.0 343.0 14.0' 30.0' 6.5' 10

CONTRACTOR SHALL FIELD CHECK ALL EXISTING ELEVATIONS PRIOR

TO CONSTRUCTION AND MAKE ADJUSTMENTS, IF NEEDED.

INLET I.E. OUTLET I.E.

EL. "E"EL. "D"

442.0 442.0

SECTION B-B

"E"

MIN.

54"

60"

12'

12.5' 9'

8.5' 19.8

21.8

SEE NOTE 3

DU CLASS III RIPRAP

PIPE

DIA.

D E TN

16.5

14.3

12.2

10.2

9.3

8.2

7.4

5.2

4.7

4.34'

4.25'

4.5'

5.75'

6.25'

6.5'

7.5'

8'10'

6.5'

5.5'

48"

42"

36"

30"

27"

24"

21"

18"

15"

12"

OUTLET AND RIP-RAP DETAIL

SECTION A-A

1' MIN.

DU CLASS III RIPRAP

"D"

PIPE

A A

NOTES:

1. IF THE RIPRAP CLASS DESIGNATION IS NOT SPECIFIED ON THE CONSTRUCTION PLANS, CLASS 1 ROCK RIPRAP

SHALL BE UTILIZED. THE ROCK SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.

2. UNLESS OTHERWISE SPECIFIED, FILTER FABRIC SHALL BE UTILIZED IN THE INSTALLATION OF RIPRAP.

3. DOWNSTREAM CMP PIPE OUTLET SHALL CONFORM TO SLOPE FOR PIPE DIAMETERS 30" AND LARGER.

DU CLASS III RIPRAP

1.5' DEPTH (TYP.)

UNLESS OTHERWISE

SPECIFIED

FILTER FABRIC

EXISTING

GRADE

PLAN VIEW

PIPE

TYPICAL SECTION

VARIES

1 PIPE

DIA.

1 PIPE

DIA.

PIPE INSTALLATION

& REMOVAL DETAIL

"W"

SEE NOTE 3

DU CLASS III RIPRAP

ALUMINUM CMP

ELEV. "G"

DOWNSTREAM INVERT

ELEV. "F"

UPSTREAM INVERT

GRADE

EXISTING

GRADE

PROPOSED

ELEV. "C" (BOTTOM OF SLAB)

CONCRETE BASE

TOP OF RISER

ELEV. "B"

ELEV. "A"

TOP OF DIKE

L2 L1

L OS

S T R U

C T U

R E

IMPOUNDMENT SIDE

I K E

ALUMINUM CMP

2' 2'

CULVERT ANCHOR

INVERT ELEV. "E"

INVERT ELEV. "D"

FSL

NOT TO SCALE

EXISTING

GRADE

DU CLASS III R

IPRAP

442.0 442.0

8.5' 12.0'

447.75

WCS 2

448.0 343.0 14.0' 30.0' 6.5' 10 442.0

442.0

442.0 442.0

8.5' 12.0'447.75

WCS 3

448.0 343.0 14.0' 30.0' 6.5' 10 442.0

442.0

442.0 442.0

8.5' 12.0'447.75

WCS 4

448.0 343.0 14.0' 30.0' 6.5' 10 442.0

442.0

NOT TO SCALE

%%UFLANGE COUPLER DETAIL

e v i s i o n s

B y

D a t e

BIOLOGIST: MS

DRAWN BY: RC

SURVEYED BY: RC

PROJECT NUMBER:

DATE:

IL-174-13 DETAIL

CAD FILE:

GLARO-IL2-025-7

2/20/2020

US-IL-174-13

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I L k g l a r o c d p r o j e c t s i l c o l e m a n l a k e s t r u c t u r e r e p l a c e m e n t c d d r a w i n g I L

E T A I L d w g

P M

R y a n

C o n l e y

D e t a i l

N o n e

Unlimited, Inc. is not responsible for their use of the material, data and information or the results thereof.

R e v i s i o n

S h e e t

G R E A T

L A K E S A T L A N

T I C

R E G

I O

N A L

F F I C E

E W

U L E V A R D

B U

I L D

I N

D E X T E R

I C H

I G w w w d u c k s o r g

W A T E R

C O

N T R O

S T R U

C T U

R E

E T A I L S

3/16" PLATE

STOPLOG

CHANNEL

(TYP.)

ALUMINUM

NOT TO SCALE

DETAIL "A"

L3"x3"x1/4"

CHANNEL

STOPLOG

WELD TO

CMP RISER

12"

24" 24"

SLOT DETAIL

STOPLOG GUIDE, WELD GUIDE

TO RISER (SEE DETAIL)

SEE LOCKING ROD

EL. "B"

WELD TO RISER

MIDPOINT OF

LOCATE AT

L3"x3"x1/4"

WELD CONDUIT TO RISER

WITH CONTINUOUS WELD

(TYP. ON BOTH CONDUIT)

EL. "D"

EL. "C"

CONCRETE BASE

CAST IN PLACE

BOTH WAYS

ALUMINUM CMP RISER

RISER

* SEE TABLE

NOT TO SCALE

TYP GATE CMP CONTROL STRUCTURE

#4 REBAR, 12" C-C

EL. "E"

CENTERED 1" FROM END OF ROD.

3/8"x 1 1/2" & DRILL 1/2"Ø HOLE

FLATTEN END OF ROD TO APPROX.

7/8"

RISER I.D. + 3"

OPENING FOR STOPLOG GUIDE PROTRUSION

SPACING AROUND GUIDE.

6" HEAVY DUTY

11"

RISER COVER

HINGES (2 REQ'D.)

SHALL BE FABRICATED TO ALLOW 1"

WELD ALL AROUND CIRCUMFERENCE

OF RISER COVER

STOPLOG CHANNEL

EQUALS DOWNSTREAM INVERT

TOP OF CONC. BASE

APPURTENANCES SO THE

NOTES: 1. WELD A 2"x1/4" STRAP TO

COVER SHALL BE TRIMMED

COVER, AROUND ENTIRE

CIRCUMFERENCE.

L 3"x 3"x 1/4" RISER BRACE.

NON-HINGED SIDE RESTS ON

THE BOTTOM EDGE OF THE

BY THE RISER DIAMETER PLUS 4".

SECTION D-D

3. HINGED DOOR LENGTH SHALL BE

NOT TO SCALE

MINUS 5" EITHER SIDE OF RISER.

DETERMINED BY THE RISER DIAMETER

GATE RISER COVER DETAIL

L3"x3"x1/4"

2. COVER SIZE SHALL BE DETERMINED

LOCKING ROD DETAIL

NOT TO SCALE

3/4"Ø ROD

TOP OF RISER

NOT TO SCALE

LOCKING ROD SLOT DETAIL

2"x1/4" VERTICAL STRAP

1/4"

WELD EVERY 5TH

CORRUGATION

DOWNSTREAM

STOPLOG GUIDE DETAIL

NOT TO SCALE

CONTINUOUS FILLET BETWEEN

CORRUGATED ALUM. CONTROL

STRUCTURE & STOPLOG GUIDE

ALUMINUM CMP

CONTROL STRUCTURE

UPSTREAM

FULL LENGTH

CONTINUOUS WELD

2-3/4"x 1/4"

STRAP

2 1/2"

L3"x 3"x 1/4"

STOPLOG CHANNEL DETAIL

NOT TO SCALE

L3"x3"x1/4"

WELD TO

STOPLOG

GUIDE

CHANNEL

STOPLOG

WELD TO

(MAY BE INSTALLED ON

DOWNSTREAM SIDE FOR

STOPLOCK ATTACHMENT)

TO FIT AROUND GATE

CONTACT POINTS.

FEEDLOT PANEL, OR EQUAL.

PIECE GALVANIZED CATTLE

52" HIGH WELDED ONE

3/16" WIRE, 6"x 6" OPENINGS.

WELD PANEL AT ALL

(TYPICAL OF 4)

12 INCH CENTERS.

ALONG PANNEL EDGES AT

3 INCH LONG WELDS

OPENINGS, 3/16" WIRE.

EDGES AT 12 INCH CENTERS.

LONG WELDS ALONG PANEL

OPENINGS, 3/16" WIRE. 3 INCH

BASKET 6 INCHES.

* PIPE PROJECT INTO

DIA. PLUS 1 INCH.

PIPE. HOLE DIA. EQUALS PIPE

IN END PANEL TO ACCEPT

(TYPICAL OF 4)

3/16" WIRE, 6"x 6" OPENINGS.

FEEDLOT PANEL. 6"x 6"

PIECE GALVANIZED CATTLE

43" HIGH WELDED ONE

BEAVER DETERRENT DETAIL

NOT TO SCALE

43" HIGH WELDED ONE

PIECE GALVANIZED CATTLE

FEEDLOT PANEL, OR EQUAL.

6'-0"

A L U

P I P E

PIPE

ALUM.

36"Ø

48" HIGH WELDED ONE

PIECE GALVANIZED CATTLE

FEEDLOT PANEL. CUT OPENING

FEEDLOT PANEL. 6"x 6"

PIECE GALVANIZED CATTLE

48" HIGH WELDED ONE

TRIM OFF TOP CORNERS

BOTH SIDES AND ENDS

*APPLIES TO ALL WATER CONTROL STRUCTURES

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

%%USECTION C-C

Sheets and Views

1 COVER SHEET & PROJECT LOCATION MAP

2 SPECIFICATION, NOTES AND QUANTITIES

3 EXISTING CONDITIONS & TOPO PLAN

4 SITE PLAN

5 SECTION VIEWS

6 WATER CONTROL STRUCTURE DETAILS 1

7 WATER CONTROL STRUCTURE DETAILS 2

File details come from the government source that posted it. Updated Aug 1, 2024.