B08__A08_Drawings_MC185_IFC.pdf

PARKER

AVI

SUQUILLA

AIRPORT

CALIFORNIA

ARIZONA

C O

L O R A D O R I V E R

POSTON

CALIFORNIA

ARIZONA

COLORADO RIVER IRRIGATION PROJECT

MC185 CHECK REHABILITATION

LA PAZ COUNTY, ARIZONA

TO QUARTZSITE, AZ

PROJECT

LOCATION

LAT:34°07'59.83"N

LONG:114°18'54.03"W

G01

DOWL

Engineer of Record Jeffrey K. Olsson, P.E. 72432 Date

Approved:

DOWL

Structural Engineer of Record Matt Mettler, P.E. 61334 Date

Approved:

TO LAKE HAVASU

CITY, AZTO VIDAL JUNCTION, CA

PROJECT

VICINITY

MC185

ARIZONA

FLAGSTAFF

PHOENIX

PARKER

406-656-6399

222 N. 32nd Street, #700 Billings, Montana 59101

WWW.DOWL.COM

PREPARED FOR:

PREPARED BY:

BUREAU OF INDIAN AFFAIRS

OFFICE OF TRUST SERVICES

DIVISION OF WATER AND POWER

THIS PLAN SET IS INTENDED TO BE VIEWED AND PLOTTED IN COLOR

DO NOT PLOT IN BLACK AND WHITE

ISSUED FOR

CONSTRUCTION

MARCH 2025

03-21-2025

03-21-2025

G02

SH

EE

T

IN

D

EX

, S

YM

BO

LS

AB

BR

EV

IA

TI

O N

S

G

EN

ER

AL

N O

TE

S

ABBREVIATIONS

GENERAL NOTES

N S7

"DETAIL ALPHANUMERIC"

"SHEET NUMBER"

A S7

"ELEVATION ALPHANUMERIC"

"SHEET NUMBER"

N S7

"SECTION ALPHANUMERIC"

"SHEET NUMBER"

EL. = 1000.00'

T.O.F.

"ELEVATION VALUE"

"LEVEL NAME"

SHEET SYMBOL IDENTIFICATION

"DOWL NORTH ARROW"

DESIGN FEATURES

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

C R

IP

M

C

C

H

EC

K R

EH

AB

IL

IT

AT

IO

N

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

SYMBOLS

EXISTING FEATURESEXISTING FEATURES

A

S7

PLAN VIEW

"SECTION OR DETAIL NUMBER"

"VIEW TYPE"

2 2 4 10 scale feet

0 6 8

"SHEET NUMBER"

"GRAPHIC SCALE"

FOUNDATION PLAN"VIEW NAME"

SHEET INDEX

Sheet No. Title

G01 COVER SHEET

G02 SHEET INDEX, SYMBOLS, ABBREVIATIONS & GENERAL NOTES

G03 EXISTING CONDITIONS, SURVEY CONTROL & CONSTRUCTION LIMITS

C01 OVERALL FINISHED SITE PLAN

SD01 OVERALL SELECTIVE DEMOLITION PLAN

SD02 DEMOLITION EXHIBITS

SD03 DEMOLITION EXHIBITS

SD04 DEMOLITION EXHIBITS

SD05 DEMOLITION EXHIBITS

D01 SAFETY DETAILS

D02 SECURITY FENCE AND GATE DETAILS

D03 MISCELLANEOUS DETAILS & SIGNAGE

D04 STILLING WELL DETAILS AND EQUIPMENT SCHEDULE

D05 CONTROL BUILDING DETAILS

S01 STRUCTURAL GENERAL NOTES

S02 STRUCTURAL MATERIALS & INSPECTION SCHEDULES

S03 CHECK STRUCTURE ISOMETRIC VIEWS

S04 CONCRETE REHABILITATION PLAN

S05 CONCRETE REHABILITATION SECTION

S06 CONCRETE REHABILITATION ELEVATIONS

S07 CONCRETE REHABILITATION DETAILS

S08 CONCRETE REHABILITATION DETAILS

S09 CONCRETE REHABILITATION KEY & DETAILS

S10 STEEL WALKWAY & RAILING PLAN

S11 STEEL SECTIONS

S12 STEEL CONNECTION & RAILING DETAILS

E01 SYMBOL SCHEDULES

E02 ELECTRICAL DEMO SITE PLAN & DEMO ONE LINE DIAGRAM DEMO NOTES & SCHEDULE

E03 ELECTRICAL SITE PLAN & ONE LINE DIAGRAM GENERAL NOTES & SCHEDULE

E04 ELECTRICAL GROUNDING, POWER & LIGHTING PLAN GENERAL NOTES & SCHEDULE

E05 ELECTRICAL DETAILS

I01 LEGEND AND SYMBOLS (1 OF 2)

I02 LEGEND AND SYMBOLS (2 OF 2)

I03 INSTRUMENTATION DIAGRAM

I04 DETAILS (1 OF 3)

I05 DETAILS (2 OF 3)

I06 DETAILS (3 OF3)

CP-1

CP-15

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

C R

IP

M

C

C

H

EC

K R

EH

AB

IL

IT

AT

IO

N

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

G03

EX

IS

TI

N

G C

O N

D

IT

IO

N

S, S

U R

VE

Y

C O

N

TR

O L

C

O N

ST

R

U C

TI

O

N L

IM

IT

S

PLAN

CHECK MC185 EXISTING CONDITIONS

Lateral 19L

La te ra l 1

9R

Main Canal

CP-15

PLAN

MC185 OVERALL SITE PLAN

M ai n C an al

M ai n C an al

C01

O

VE

R

AL

L

FI

N

IS

H

ED

S

IT

E

PL

AN

Lateral 19L

Lateral 19R

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

C R

IP

M

C

C

H

EC

K R

EH

AB

IL

IT

AT

IO

N

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

M ai n C an al

M ai n C an al

INSET PLAN

DOWNSTREAM STILLING WELL

INSET PLAN

UPSTREAM STILLING WELL

DEMOLITION PLAN

MC 185

Lateral 19L M ai n

C an al

Lateral 19R

M ai n C an al

D01

D11

D10

D10 D11

D08D05

D09

D09

D11

D12

D02

D03

D04

D02

D06

D07

D06

D13

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W

W .D

O W

L .C

O M

C R

IP

M

C

C

H

EC

K R

EH

AB

IL

IT

AT

IO

N

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W

W .D

O W

L .C

O M

SD01

O

VE

R

AL

L

SE

LE

C

TI

VE

D

EM

O

LI

TI

O

N P

LA

N

D14

D16

D16

D15

D14

D16

D15

D16

D01

D#

D#

TYP

D02

9 8

D02

TYP

D14

D18

D01

12 13

D17

D11

D10

D01

DEMOLITION KEY MC-185:

DEMOLITION VIEW

RADIAL GATE

ACTUATOR PLATFORM

DEMOLITION VIEW

EXISTING BULKHEAD NOTCH

LATERAL 19R HEADGATES

REMOVE ALL 'TOP SIDE'

STEEL RAILINGS AND

STRUCTURAL STEEL OF

VARIOUS TYPES

EMBEDDED GRILLAGE

ANCHOR RODS REMAIN

IN PLACE, TYP.

SACRIFICE NUTS TO

AVOID ROD DAMAGE

PARTIALLY REMOVE AN

UPPER PORTION OF THE

CENTER PIER WALL REMOVE THE RADIAL GATE ASSEMBLY

INCLUDING LIFT CABLES & HOIST

SYSTEMS, SWING ARMS, TRUNNIONS AND

ANCHORAGE GRILLAGES

EMBEDDED GRILLAGE ANCHOR RODS

REMAIN IN PLACE, TYP. SACRIFICE NUTS

TO AVOID ROD DAMAGE

REMOVE CONCRETE ELECTRICAL

ENCLOSURE BLDG. ENTIRELY, INCLUDING

BASE SLAB

REMOVE PERIMETER CHAIN LINK SECURITY

FENCE & GATES BOTH SIDES

REMOVE ALL 'TOP SIDE' STRUCTURAL

STEEL INCLUDING THE GATE HOIST

PLATFORM, WALKWAY/PLATFORM

ASSEMBLIES AND MISC. SUPPORTS

REMOVE EXISTING 45

8" STEEL

RAIL SECTION (~ASCE X 70

LB/YD) ENTIRELY - BOTH

SIDES EAST BAY

TO PROVIDE A 'STRAIGHT &

TRUE' DOWNSTREAM NOTCH

EDGE, SAWCUT EDGE: FULL

DEPTH X FULL HEIGHT AND

GRIND INSIDE CORNER IF

REQ'D.

CUT ALL EXISTING

ANCHOR HEADS AND

OTHER PROTRUSIONS IN

THE NOTCH FLUSH

U P

REMOVE ALL 'TOP SIDE'

STEEL RAILING OF

VARIOUS TYPES

WELD LID

REMOVE ALL 'TOP SIDE' STRUCTURAL

STEEL INCLUDING THE GATE HOIST

PLATFORM, WALKWAY/PLATFORM

ASSEMBLIES AND MISC. SUPPORTS

(6) STEEL S20X66 SHAPES - ONE LAID FLAT

SALVAGE TO BIA REPRESENTATIVE

REMOVE ALL 'TOP SIDE'

STEEL RAILING OF

VARIOUS TYPES

REMOVE ALL 'TOP SIDE' STRUCTURAL

STEEL INCLUDING THE GATE HOIST

PLATFORM, WALKWAY/PLATFORM

ASSEMBLIES AND MISC. SUPPORTS

REMOVE ALL LATERAL

GATE ASSEMBLIES

INCLUDING STEMS,

FRAMES, SLIDES, AND

PEDESTALS

REMOVE THE CONCRETE WIER WALL.

TAKE CARE NOT TO DAMAGE CONCRETE

CHECK WALLS OR BASE SLAB

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

C R

IP

M

C

C

H

EC

K R

EH

AB

IL

IT

AT

IO

N

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

SD02

D

EM

O

LI

TI

O

N E

XH

IB

IT

S

1 2

DEMOLITION VIEW DEMOLITION VIEW3 4

REMOVE ALL 'TOP SIDE'

STEEL RAILINGS,

ASSEMBLIES AND MISC.

SUPPORTS AND CONDUIT

D10 D11 D10

D02 D03 D04

D05

D09

D10

D06

D10

D12

D08

D11

D11

D07

D01

HIGH PRESSURE WASH ALL INTERIOR

SURFACES AS PER SPEC. 03 35 00 PRIOR

TO EXAMINATION BY BIA REPRESENTATIVE

SAWCUT, CLEAN, AND PREPARE

JOINT FOR J2 REPAIR (SEE SHT. S04)

D11

SAWCUT, CLEAN, AND

PREPARE JOINT FOR J2

REPAIR (SEE SHT. S04)

HIGH PRESSURE WASH ALL INTERIOR

SURFACES AS PER SPEC. 03 35 00 PRIOR

TO EXAMINATION BY BIA REPRESENTATIVE

CENTER PIER WALL

AERIAL PERSPECTIVE LOOKING DOWNSTREAM

DEMOLITION VIEW

SAFETY FEATURES

EMBEDDED GRILLAGE ANCHOR RODS

REMAIN IN PLACE, TYP. SACRIFICE

NUTS TO AVOID ROD DAMAGE

REMOVE RADIAL

GATE ASSEMBLY

PARTIALLY REMOVE AN UPPER

PORTION OF THE CENTER PIER WALL

REMOVE SAFETY CABLE

REMOVE EGRESS

LADDER (2 RQRD)

REMOVE SAFETY CABLE END

ATTACHMENT PIPES WITHOUT

DAMAGING CONCRETE LINING

OR TRIM TO MIN. 12" BELOW

FINISHED GRADE (2 RQRD)

REMOVE OBJECT

MARKER AND 'DIP' SIGN

REMOVE VEHICLE BARRIER GATE

REMOVE THE CONCRETE WEIR WALL

TAKE CARE NOT TO DAMAGE CONCRETE

CHECK WALLS OR BASE SLAB

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

C R

IP

M

C

C

H

EC

K R

EH

AB

IL

IT

AT

IO

N

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

SD03

D

EM

O

LI

TI

O

N E

XH

IB

IT

S

5 6

DEMOLITION VIEW7

REMOVE VEHICLE

BARRIER GATE

REMOVE ALL PERIMETER CHAIN LINK

SECURITY FENCE AND GATES (BOTH SIDES)

REMOVE SAFETY CABLE END ATTACHMENT

PIPES (SEE DEMO VIEW 6)

REMOVE EGRESS LADDERS (2 RQRD)

REMOVE 'DIP' SIGN

REMOVE CONCRETE ELECTRICAL ENCLOSURE

BUILDING ENTIRELY, INCLUDING BASE

D05

D08

D13

D13

D13

D15 D16

D01

D13

D07

D15 D16

D16

D16D02 D03 D04

SAWCUT, CLEAN, AND

PREPARE JOINT FOR J2

REPAIR (SEE SHT. S04)

HIGH PRESSURE WASH ALL INTERIOR

SURFACES AS PER SPEC. 03 35 00 PRIOR

TO EXAMINATION BY BIA REPRESENTATIVE

UPSTREAM STILLING WELL

19L WATER LEVEL MONITORING EQUIPMENT

DEMOLITION VIEW

UPSTREAM STILLING WELL INTERNAL COMPONENTS

REMOVE CONDUITS

EXISTING CONCRETE STILLING

WELL TO REMAIN AND BE REUSED

REMOVE ACCESS LID

REMOVE ALL SENSORS,

CABLES, AND MOUNTING

BRACKETS

REMOVE INTERNAL STILLING

WELL COMPONENTS

REMOVE SENSORS,

GUIDE TUBE,

JUNCTION BOX, AND

CONDUIT

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

C R

IP

M

C

C

H

EC

K R

EH

AB

IL

IT

AT

IO

N

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

SD04

D

EM

O

LI

TI

O

N E

XH

IB

IT

S

8 9

DEMOLITION VIEW10

REMOVE ACCESS LID

EXISTING CONCRETE

STILLING WELL TO

REMAIN AND BE REUSED

DEMOLITION VIEW

19R WATER LEVEL MONITORING EQUIPMENT

REMOVE SENSORS,

GUIDE TUBE,

JUNCTION BOX, AND

CONDUIT

REMOVE ALL PERIMETER

CHAIN LINK SECURITY

FENCE AND GATES

D18

D18

D18

D18

D18

D14

D01

D14

DOWNSTREAM STILLING WELL

TYP. OF MONITORING WELL

DEMOLITION VIEW

DOWNSTREAM STILLING WELL INTERNAL COMPONENTS

REMOVE CONDUITS

REMOVE EXISTING CONCRETE

STILLING WELL GRADE RINGS

(SEE DETAIL 1/D04)

REMOVE ACCESS LID

REMOVE ALL SENSORS,

CABLES, AND MOUNTING

BRACKETS

REMOVE INTERNAL STILLING

WELL COMPONENTS 40

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

C R

IP

M

C

C

H

EC

K R

EH

AB

IL

IT

AT

IO

N

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

SD05

D

EM

O

LI

TI

O

N E

XH

IB

IT

S

12 13

DEMOLITION VIEW14 DEMOLITION VIEW

LATERAL 19L HEADGATE

EXISTING PVC STILLING

WELL TO REMAIN.

PROTECT IN PLACE.

D18

D18

D18

D18

D11

D06

D10REMOVE ALL TOPSIDE

STRUCTURAL STEEL

REMOVE LATERAL GATE AND

ALL APPURTENANCES

REMOVE ALL TOPSIDE

STEEL RAILING

REPLACE EXISTING

BOLLARD

PLUG AND ABANDON

EXISTING MONITORING WELL

D01

D17

SAWCUT, CLEAN, AND

PREPARE JOINT FOR J2

REPAIR (SEE SHT. S04)

HIGH PRESSURE WASH ALL

INTERIOR SURFACES AS PER

SPEC. 03 35 00 PRIOR TO

EXAMINATION BY BIA

REPRESENTATIVE

D09

REMOVE STEEL RAILINGS

IN STOP LOG NOTCHES

D01

D01

DETAIL

SAFETY CABLE

D01

D01

DETAIL

SAFETY BOLLARD

D01

DETAIL

CABLE FITTINGS ATTACHMENTSAFETY LADDER

PLAN

B B

LADDER RUNG

SECTION A-A

INSTALLATION DETAIL

SECTION B-B

A

A

D01

SAFETY FEATURES PLAN

MC185 CHECK

D01

SA

FE

TY

D

ET

AI

LS

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W

W .D

O W

L .C

O M

C R

IP

M

C

C

H

EC

K R

EH

AB

IL

IT

AT

IO

N

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W

W .D

O W

L .C

O M

A D02

ELEVATION

FENCE PANEL AT WING WALLS

D03

D03

B D02

ELEVATION

ACCESS GATE

D03

NO

U.S. GOVT.

PROPERTY

TRESPASSING

FENCING PLAN

MC185 CHECK

D02

SE

C

U R

IT

Y

FE

N

C E

AN

D

G

AT

E D

ET

AI

LS

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W

W .D

O W

L .C

O M

C R

IP

M

C

C

H

EC

K R

EH

AB

IL

IT

AT

IO

N

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W

W .D

O W

L .C

O M

A D02

D03

DETAIL

GATE, BRACE, LINE, AND FENCE POST (CAST-IN-PLACE)

D03

DETAIL

GATE DROP ROD RECEPTACLE

IN CONCRETE ENCASEMENT

U.S. GOVT.

PROPERTY

TRESPASSING

D03

DETAIL

NO TRESPASSING SIGN

NO

D03

DETAIL

BOLLARD

D03

DETAIL

NO SWIMMING SIGN

D03

M

IS

C

EL

LA

N

EO

U

S D

ET

AI

LS

AN

D S

IG

N

AG

E

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W

W .D

O W

L .C

O M

C R

IP

M

C

C

H

EC

K R

EH

AB

IL

IT

AT

IO

N

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W

W .D

O W

L .C

O M

SIGNAGE LOCATIONS

PLAN

DIP

SIGNAGE SCHEDULE

Number Sign or Plaque MUTCD sign designation

1 DIP W8-2

2 OBJECT MARKER RIGHT OM3-R

3 OBJECT MARKER LEFT OM3-L

4 NO TRESPASSING Detail 3, Sheet D03

5 NO SWIMMING Detail 4, Sheet D03

NOTES:

1. CONTRACTOR TO LOCATE SIGNAGE ACCORDING TO MUTCD

GUIDELINES.

2. SUBMIT PRODUCT DATA FOR ALL PERMANENT SIGNS UNDER

SUBMITTAL ID SIGNAGE-1.

1 1

2 2

3 3

D04

DETAIL

DOWNSTREAM STILLING WELL MODIFICATIONS

D04

DETAIL

ROADWAY EMBANKMENT ADJUSTMENT

D04

ST

IL

LI

N

G W

EL

L

D

ET

AI

LS

A N

D

EQ

U

IP

M

EN

T

SC

H

ED

U

LE

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

C R

IP

M

C

C

H

EC

K R

EH

AB

IL

IT

AT

IO

N

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W W .D O W L .C O M

MC185 Equipment Schedule

Structure No.

Gates Gearbox and Actuators Gate Appurtenances Furnished by:

Plan ID Tag No.

Gate Dim

(HxW) (See Note 3)

Gate Type Owner Furnished

Type Owner Furnished

Motor Alteration Required

(See Note 1)

Lift Nut (See Note 2)

Adapter Plate Gate Stem Stem

Guides Stem

Covers

Pedestal and

Anchors

Mounting hardware

MC185

19L LLG 5'x5' HD CI Slide Yes Rotork Yes

(See Note 4) Yes Contractor Owner Owner Owner Contractor Contractor Contractor

19R RLG1 5'x5' HD CI Slide Yes Rotork Yes

(See Note 4) Yes Contractor Owner Owner Owner Contractor Contractor Contractor

19R RLG2 5'x5' HD CI Slide Yes Rotork Yes

(See Note 4) Yes Contractor Owner Owner Owner Contractor Contractor Contractor

Radial Gate (See Note 3) MG 13.5'x18.5' Fabricated No Motor No No N/A N/A N/A N/A N/A N/A Contractor

Sluice Gate N/A 3'x3' SS Slide (See Note 5) No None No No Contractor Contractor Contractor Contractor Contractor Contractor Contractor

Note 1 Owner furnished multi-turn actuators include a 240V motor which will need to be replaced with a 208V motor

Note 2 Owner furnished multi-turn actuators do not include a blank lift nut. Contractor to furnish, machine and install

Note 3 Contractor is responsible for design, fabrication and installation. Gate dimensions provided in this schedule are informational. Contractor shall obtain field measurements during the annual irrigation dry up. Final gate design shall be predicated on Contractor's field measurements, and in accordance with the Contract Drawings and Specifications.

Note 4 Contractor has the option of either accepting Owner Furnished Lateral gate actuators and swapping motors, or providing new multi-turn actuators as outlined in Spec 01 64 00

Note 5 Stainless steel slide gate is a non self contained, headwall-mounted, and flush bottom gate with lift, pedestal, and manual hoist mechanism. (See Spec 40 05 59.23)

REAR ELEVATION (SOUTH)

CONTROL BUILDING (NTS)

FRONT ELEVATION (NORTH)

CONTROL BUILDING (NTS)

SIDE ELEVATION (WEST)

CONTROL BUILDING (NTS)

FLOOR PLAN

CONTROL BUILDING (NTS)

FOUNDATION PLAN

CONTROL BUILDING (NTS)

D05

C O

N

TR

O L

BU

IL

D

IN

G D

ET

AI

LS

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W

W .D

O W

L .C

O M

C R

IP

M

C

C

H

EC

K R

EH

AB

IL

IT

AT

IO

N

6-

6-

N . 3

2n d

St re et

Bi llin gs , M on ta na

W W

W .D

O W

L .C

O M

Main Canal

CONTROL BUILDING LOCATION

MC185 CHECK

NOTE: SEE STRUCTURAL SHEET S-08 FOR FOUNDATION AND STRUCTURAL DETAILS.

MATTHEW J.

METTLER

LANOISSEF

O R P

D E

R E

T

SI

G E

R ) L

A R

U T

C U

R T

S

RE

EN

IG

NE

NA U . S

. A

.AR I ZO

CIFI

T

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5D

A T E

S I G N

61334

R E V

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N S

R E V

D A T E

D E S C R

IP

TI

O N

B Y

-6

-6

N n d S tr e e t

B ill in g s M o n ta n a

W W

W .D

O W

L .C

O M

PROJECT

DATE

SHEET

DOWL 2025c

P L O T

D A T E

U S E R

1/

IS

S U E D

FO

R

C O N S

TR

U C

TI

O N

B W

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STRUCTURAL GENERAL NOTES:

1. GENERAL REQUIREMENTS

DESIGN AND ALL MATERIALS, FABRICATION, INSPECTIONS, TESTING AND

CONSTRUCTION TO COMPLY WITH THESE GENERAL NOTES AND PROJECT

SPECIFICATIONS AND STANDARDS.

2. GOVERNING CODES AND SPECIFICATIONS

a. MINIMUM DESIGN LOADS AND OTHER ASSOCIATED CRITERIA FOR BUILDINGS AND

OTHER STRUCTURES, ASCE 7-22

b. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-19(22)

c. SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AISC 360-22

3. DESIGN LOADS

a. DEAD LOADS

i. EQUIPMENT WEIGHT(S) AS CERTIFIED BY THE MANUFACTURER.

ii. SELF WEIGHT OF PERMANENT COMPONENTS

b. LIVE LOADS

i. STEEL GRATED ACCESS AREAS, WALKWAYS AND STAIRS- - - - - 100 PSF

ii. CONCENTRATED LOADS ON STEEL GRATED AREAS - - - - - - - - - - 500 LBS

iii. RAIDIAL GATE HOIST PLATFORMS - - - - - - - - - - - - - - - - - - - - - - - - 150 PSF

iv. CONCENTRATED LOADS ON RADIAL GATE HOIST PLATFORMS 2,000 LBS

c. SNOW LOAD CRITERIA

i. NONE

d. WIND LOAD CRITERIA

i. WIND SPEED (3-SEC GUST, ULTIMATE) - - - - - - - - - - - - - - - - - - - - 105 MPH

ii. RISK CATEGORY - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - II

iii. EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C

iv. TOPOGRAPHIC FACTOR, Kzt - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1.00

e. SEISMIC LOAD CRITERIA

i. MAPPED SPECTRAL RESPONSE SS - - - - - - - - - - - - - - - - - - - - - - - 0.20

ii. MAPPED SPECTRAL RESPONSE S1 - - - - - - - - - - - - - - - - - - - - - - -- 0.12

iii. PROJECT SITE CLASS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E

iv. SPECTRAL RESPONSE COEFFICIENT SDS - - - - - - - - - - - - - - - - - - - 0.32

v. SPECTRAL RESPONSE COEFFICIENT SD1 - - - - - - - - - - - - - - - - - - - 0.34

vi. IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1.00

vii. SEISMIC DESIGN CATEGORY - - - - - - - - - - - - - - - - - - - - - - - - - - - - D

viii. ANALYSIS PROCEDURE, EQUIVALENT LATERAL FORCE

4. CONSTRUCTION PHASE STABILITY

a. STRUCTURE STABILITY REQUIRES THAT ALL MEMBERS AND CONNECTIONS ARE

COMPLETE PER THESE DRAWINGS. THE CONSTRUCTOR IS RESPONSIBLE FOR

PROVIDING TEMPORARY BRACING, SHORING OR OTHER SUPPLEMENTAL

SUPPORTS DURING CONSTRUCTION TO ENSURE STABILITY UNTIL COMPLETION.

b. THE CONSTRUCTOR IS ALSO RESPONSIBLE FOR PROVIDING TEMPORARY

SUPPLEMENTAL SUPPORTS DURING CONSTRUCTION, AS NECESSARY, TO

PROTECT THE STRUCTURES FROM OVERLOAD IF CONSTRUCTION PHASE LOADS

EXCEED THE DESIGN LOADS OUTLINED ABOVE.

5. FOUNDATIONS & BURIED WALLS

a. GEOTECHNICAL REFERENCE: CRIP MAIN CANAL GEOTECHNICAL REPORT BY

DOWL - DATED NOVEMBER, 2022.

b. FOUNDATION DESIGN CRITERIA

i. FROST DEPTH, NONE

ii. NET ALLOWABLE SOIL BEARING PRESSURE, MAT SLAB - - - - - - - 2,000 PSF

iii. SUBGRADE MODULUS, k - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 125 PCI

iv. NET ALLOWABLE SOIL BEARING PRESSURE, RETAINING WALL FOOTINGS - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2,500 PSF

v. LATERAL SOIL PRESSURE (EQUIV FLUID), ACTIVE - - - - - - -- - - - - - 40 PCF

vi. LATERAL SOIL PRESSURE (EQUIV FLUID), AT-REST - - - - - -- - - - - - 60 PCF

vii. LATERAL SOIL PRESSURE (EQUIV FLUID), PASSIVE - - - - - - - - - - - 390 PCF

viii. DESIGN WATER TABLE SURFACE BELOW WALL TOP - - - - - - - - - - - 7.5 FT

ADD HYDROSTATIC PRESSURE BELOW THIS LEVEL

ix. LATERAL SOIL PRESSURE (EQUIV FLUID), ACTIVE BELOW WATERTABLE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 85 PCF

x. LATERAL SOIL PRESSURE (EQUIV FLUID), PASSIVE BELOW WATERTABLE - - - - - - - - - - - - - - - - - - - - - - - - - - - - 260 PCF

xi. COEFFICIENT OF FRICTION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.45

xii. LATERAL LIVE LOAD SURCHARGE COEFF - - - - - - - - - - - - - - - - - - - - 0.32

c. EXCAVATION

i. LOCATE UNDERGROUND UTILITIES BY SURFACE SCANNING OR CAREFUL

EXPLORATION BEFORE STRUCTURE EXCAVATION.

ii. EXCAVATION METHODS, SLOPES AND SHORING ARE THE CONSTRUCTOR'S

RESPONSIBILITY TO DESIGN AND INSTALL AND MUST BE IN COMPLIANCE

WITH OSHA 29 CFR 1926 BASED ON SITE SPECIFIC SOIL TYPES.

iii. EXCAVATION SURFACE BARRIERS FOR PERSONS, EQUIPMENT AND SURFACE

WATER ARE THE CONSTRUCTOR'S RESPONSIBILITY.

iv. EXCAVATION PERMITS MAY BE REQUIRED.

d. SUBGRADE

i. COMPACT OR PROOF ROLL NATIVE SOIL SUBGRADE SURFACE IN

ACCORDANCE WITH PROJECT SPECIFICATIONS AND AS DIRECTED BY THE

GEOTECHNICAL REPRESENTATIVE.

ii. FOOTINGS / MAT SLABS SHALL BEAR ON COMPACTED STRUCTURAL FILL ON

A GEOTEXTILE STABILIZATION FABRIC OVER SUBGRADE SOILS APPROVED

BY THE GEOTECHNICAL REPRESENTATIVE. COMPACT STRUCTURAL FILL TO

98% DENSITY IN ACCORDANCE WITH ASTM D698.

e. BACKFILL

i. MOISTURE CONDITION, PLACE AND COMPACT APPROVED BACKFILL

MATERIALS IN ACCORDANCE WITH PROJECT SPECIFICATIONS AFTER

CONCRETE HAS GAINED DESIGN STENGTH.

ii. PLACE AND COMPACT BACKFILL ON WALLS BURIED BOTH SIDES IN EQUAL

LIFTS ON EACH SIDE OF WALL. UNBALANCED LIFT SURFACES MUST NOT

EXCEED 1.5 FEET.

6. CONCRETE

a. MATERIALS AND CONSTRUCTION TO CONFORM TO THE AMERICAN CONCRETE

INSTITUTE SPECIFICATIONS FOR STRUCTURAL CONCRETE (AC1 301), BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318) AND SPECIFICATION FOR

CURING CONCRETE (ACI 308.1).

b. DETAILING, FABRICATION AND PLACEMENT OF REINFORCEMENT TO CONFORM TO

DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (ACI 315)

c. MATERIALS

i. PORTLAND CEMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - ASTM C150 TYPE V

OR ASTM C595 TYPE IP

ii. FLY ASH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ASTM C618 TYPE C OR F

iii. NORMAL WEIGHT AGGREGATES - - - - - - - - - - - - - - - - - ASTM C33 CLASS 3S OR 4M

iv. AIR-ENTRAINING ADMIXTURE - - - - - - - - - - - - - - - - - - - - ASTM C260

v. WATER-REDUCING ADMIXTURE - - - - - - - - - - - - - - - - - - ASTM C494

vi. WATER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - POTABLE

vii. REINFORCING BARS - - - - - - - - - - -- - - - - - - - - - - - - - - - - ASTM A615, GRADE 60

UN-COATED

viii. WELDED WIRE REINFORCMENT - DEFORMED (WWR) - ASTM A1064, GRADE 70

UN-COATED

ix. POST-INSTALLED ANCHOR OR REBAR DOWEL ADHESIVE

HILTI HIT-HY-200 V3 OR HIT-RE 500 V3

d. ALL BENT REINFORCING BARS TO BE SHOP FABRICATED. REBENDING OR WELDING OF

REINFORCEMENT IS NOT PERMITTED UNLESS AUTHORIZED BY ENGINEER. END HOOKS

IN REINFORCING BARS, SHOWN ON THE DRAWINGS BUT NOT DIMENSIONED, TO

CONFORM TO ACI 318 STANDARDS.

e. REDI-MIXED CONCRETE - SEE SCHEDULE SHEET S02

f. CONCRETE REPAIR MATERIALS - SEE SCHEDULE SHEET S02

g. CONCRETE COVER OVER REBAR REINFORCEMENT TO BE 2" CLEAR, EXCEPT 3" CLEAR

FOR CONCRETE PLACED AGAINST SOIL.

h. LAP REINFORCING BARS PER THE FOLLOWING MINIMUM LENGTHS UNLESS OTHERWISE

INDICATED. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE

CAST BELOW THE BAR.

BAR SIZE GENERAL TOP BARS

#4 1'-9" 2'-3" #5 2'-0" 2'-9" #6 2'-6" 3'-3" #7 3'-6" 4'-9" #8 4'-0" 5'-3"

i. STAGGER ADJACENT REINFORCEMENT LAP SPLICES IN WALLS 24" WHERE FEASIBLE.

j. ADJUST REBAR SPACING OR POSITION NOMINALLY AS REQUIRED TO CLEAR

EMBEDDED ITEMS SUCH AS ANCHORAGES.

k. PROVIDE REBAR SUPPORTS TO PROPERLY SECURE AND SUPPORT REINFORCING IN

ACCORDANCE WITH CRSI UNLESS SHOWN/INDICATED OTHERWISE. PROVIDE #4

STANDEES AT 4 FT MAX TO SUPPORT TOP REINFORCEMENT MATS IN BASE SLABS AND

FOOTINGS, AND #4 CROSSTIES AT 6 FT MAX EACH WAY TO SECURE DOUBLE WALL

CURTAINS.

l. DOWELS, PIPE SLEEVES AND OTHER INSTALLED MATERIALS AND ACCESSORIES MUST

BE HELD SECURELY IN POSITION DURING CONCRETE PLACEMENT.

m. REINFORCING BARS AND ACCESSORIES MUST NOT BE IN CONTACT WITH ANY SLEEVE, PIPE FLANGE OR METAL PART EMBEDDED IN CONCRETE. PROVIDE 2" CLEARANCE IN

ALL CASES UNLESS OTHERWISE INDICATED. NO EMBEDDED ITEM MAY BE SUSPENDED

FROM, SUPPORTED BY, OR BRACED IN PLACE FROM REINFORCEMENT.

n. LOCATE CONSTRUCTION JOINTS WHERE SHOWN ON THE DRAWINGS OR AS

AUTHORIZED THE ENGINEER. SLABS AND BEAMS MAY NOT HAVE JOINTS IN A

HORIZONTAL PLANE.

o. THOROUGHLY CLEAN BY SANDBLASTING ALL CONSTRUCTION JOINT SURFACES PRIOR

TO ADJACENT CONCRETE PLACEMENT.

p. BEGIN SPACING OF BARS WHICH PARALLEL CONSTRUCTION JOINTS 3" CLEAR EACH

SIDE OF JOINT.

q. UNLESS OTHERWISE SHOWN, PLACE 2 - #5 (1 EACH FACE) WITH 2'-6" PROJECTIONS

AROUND ALL OPENINGS IN CONCRETE WALLS OR SLABS.

r. PROVIDE AN ADDITIONAL 120 LINEAL FEET OF #5 REINFORCING BARS FOR USE AS

DIRECTED DURING CONSTRUCTION.

s. CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" UNLESS OTHERWISE INDICATED.

7. WATER STOP & JOINT SEALANT

a. PVC WATERSTOPS MANUFACTURED FROM VIRGIN MATERIALS AND

IN COMPLIANCE WITH CORPS OF ENGINEERS STANDARD CRD-C 572-74

SUCH AS THOSE BY SIKA GREENSTREAK OR APPROVED ALTERNATE.

RIBBED CENTER BULB NO. 705 UNLESS INDICATED OTHERWISE.

HEAT WELD WATERSTOP JOINTS AND INTERSECTIONS. USE OF HOG RINGS

AND TIE WIRE TO MAINTAIN POSITION AND TAUT CONDITION DURING

ONCRETE PLACEMENT IS REQUIRED.

b. HYDROPHILIC WATERSTOPS COMPRISED OF BENTONITE CLAY AND BUTYL

RUBBER IN COMPLIANCE WITH ASTM D6 SUCH AS SWELLSTOP BY SIKA

GREENSTREAK OR APPROVED ALTERNATE. SIZE IS 3/4 INCH x 1 INCH

UNLESS INDICATED OTHERWISE.

APPLICATION OF A PRIMER ADHESIVE WITH INSTALLATION IS REQUIRED.

c. SEE CONCRETE REPAIR MATERIALS AND ACCESSORIES FOR SEALANT.

8. STRUCTURAL STEEL

a. STRUCTURAL STEEL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION FOR THE

DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS.

b. MATERIAL

i. STRUCTURAL STEEL W-SHAPES - - - - - - - - - - - - - - - - - - - - ASTM A992

ii. PLATES, BARS, ANGLES AND C SHAPES - - - - - - - - - - - - - - - ASTM A36

iii. BAR GRATING - - - - - - - - - - - - - - - - - - - ANSI MBG STEEL, TYPE 19-W-4

iv. STEEL PIPE RAILING - - - - - - - - - - - - - - - - - - - - - - - ASTM A53, GRADE B

v. HIGH-STRENGTH BOLTS - - - - - - - - - - - - - - - ASTM F3125, GRADE A325

vi. ANCHOR RODS - - - - - - - - - - - - - - - - - - - - - - - - ASTM F1554, GRADE 55

vii. POST-INSTALLED ANCHOR RODS - ADHESIVE SET

HILTI HAS-R STAINLESS STEEL - - - - - - - - - - - - - - - - - - - - AISI 304 / 316

viii. HEADED ANCHOR STUDS (HAS) - - - - - - - - - - - - - - ASTM A108, TYPE B

c. ALL STRUCTURAL STEEL BOLTED CONNECTIONS SHALL BE FULLY PRE-

TENSIONED A325 - N BOLTS WITH STANDARD HOLES UNLESS OTHERWISE NOTED.

d. ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STRUCTURAL

WELDING CODE - STEEL (AWS D1.1) AND SHALL BE PERFORMED BY WELDERS

QUALIFIED BY THE APPROPRIATE AWS TEST FOR THE WELDING PERFORMED.

e. ALL CARBON STEEL ASSEMBLIES, INCLUDING GRATING AND ANCHOR RODS, SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH

ASTM A123.

f. STEEL GRATING TYPE 19-W-4 WITH 1 1/4" x 3/16" BEARING BARS UNLESS

INDICATED OTHERWISE. BAND ALL PERIMETER ENDS AND PENETRATIONS.

g. FASTEN BAR GRATING TO SUPPORTING STEEL BEAMS WITH GRATING

STANDARD CLIPS AND FASTENERS SUCH AS MCNICHOLS TYPE GFSS-1,

SSGC, GN OR APPROVED ALTERNATE.

9. EQUIPMENT INSTALLATION

a. ALL OPENINGS AND ANCHOR ARRANGEMENTS SHOWN SHALL BE VERIFIED, AND

ALL STRUCTURAL DIMENSIONS AND DETAILS PERTAINING TO EQUIPMENT

INSTALLATION SHALL BE COORDINATED BY THE CONTRACTOR BASED ON THE

ACTUAL EQUIPMENT FURNISHED.

ALT -ALTERNATE

ANC -ANCHOR

ATF -AUTOMATIC TRANSMISSION FLUID

BB -BACK TO BACK

BLDG -BUILDING

BM -BEAM

BRG -BEARING

BOPL -BOTTOM OF BASE PLATE

BOT -BOTTOM

BTWN -BETWEEN

CIP -CAST IN PLACE

CL -CENTERLINE

CLR -CLEAR

CMU -CONCRETE MASONRY UNIT

COL -COLUMN

CONC -CONCRETE

CONN -CONNECTION

CONT -CONTINUOUS

COORD -COORDINATE

CNTRD -CENTERED

CNJT -CONTRACTION JOINT

CSJT -CONSTRUCTION JOINT

CY -CUBIC YARD

DBA -DEFORMED BAR ANCHOR

DIA OR (/) -DIAMETER

DIAG -DIAGONAL

DIM -DIMENSION

DIST -DISTANCE

DWG -DRAWING

DWL -DOWEL

E -EAST

EA -EACH

EF -EACH FACE

EL -ELEVATION

EPS -EXPANDED POLYSTYRENE

EQL -EQUAL

EXST -EXISTING

EXP -EXPANSION

EXT -EXTERIOR

FDN -FOUNDATION

FF -FRONT FACE

FLG -FLANGE

FT -FOOT

FTG -FOOTING

FRMG -FRAMING

FS -FAR SIDE

STRUCTURAL ABBREVIATIONS

GA -GAGE (OR GAUGE)

GALV -GALVANIZED

GL -GLULAM

GB -GRADE BEAM

GVW -GROSS VEHICLE WEIGHT

HAS -HEADED ANCHOR STUD

HORZ -HORIZONTAL

HT -HEIGHT

IN -INCH

INFO -INFORMATION

INT -INTERIOR

ISJT -ISOLATION JOINT

JT -JOINT

KIP -1,000 LBS

KSF -KIP PER SQUARE FOOT

KSI -KIP PER SQUARE INCH

LAT -LATERAL

LBS -POUND(S)

LDGR -LEDGER

LLH -LONG LEG HORIZONTAL

LLV -LONG LEG VERTICAL

LOC -LOCATION

LONG -LONGITUDINAL

LP -LOW POINT

MATL -MATERIAL

MAX -MAXIMUM

MCJ -MASONRY CONTROL JOINT

MFR -MANUFACTURER

MIN -MINIMUM

MISC -MISCELLANEOUS

N -NORTH

NO. OR # -NUMBER

NOM -NOMINAL

NS -NEAR SIDE

NTS -NOT TO SCALE

OC -ON CENTER

OD -OUTSIDE DIAMTER

OPNG -OPENING

OPP -OPPOSITE

PL -PLATE

PROJ -PROJECTION

PSF -POUNDS PER SQUARE FOOT

PSI -POUNDS PER SQUARE INCH

QTY -QUANTITY

R -RADIUS

REF -REFERENCE (REFER TO)

REINF -REINFORCEMENT

REQD -REQUIRED

RF -REAR FACE

S -SOUTH

SHT -SHEET

SIM -SIMILAR

SPA -SPACE OR SPACES

SPEC -SPECIFICATIONS

SQ -SQUARE

STD -STANDARD

STIF -STIFFENER

STL -STEEL

STIR -STIRRUP

STRUCT -STRUCTURAL

SYM -SYMMETRICAL

T&B -TOP AND BOTTOM

THK -THICKNESS

TOC -TOP OF CONCRETE

TOF -TOP OF FOOTING

TOG -TOP OF GRATING

TOPL -TOP OF PLATE

TOS -TOP OF STEEL

TOW -TOP OF WALL

TRANS -TRANSVERSE

TYP -TYPICAL

UNO -UNLESS NOTED OTHERWISE

VERT -VERTICAL

W -WEST

W/ -WITH

W/O -WITHOUT

WP -WORK POINT

WT -WEIGHT

WWR -WELDED WIRE REINF

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ISOMETRIC

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FLOW

BASE SLAB

RADIAL GATE BAY

NEW ELECTRICAL

ENCLOSURE PAD

NEW STEEL RAILING, TYP

FLO

W

NEW STEEL RAILING, TYP

BASE SLAB

RADIAL GATE BAY

NEW ELECTRICAL

ENCLOSURE PAD

NOTES:

1. SEE PARTIAL DEMOLITION SHEETS FOR EXISTING

COMPONENTS TO BE REMOVED - COMPONENTS

SCHEDULED FOR REMOVAL ARE NOT SHOWN HERE.

2. ISOMETRIC VIEWS OF THE STRUCTURE ARE

INTENDED TO PROVIDE AN OVERALL GRAPHIC OF

ARRANGEMENT AND KEY ELEMENTS - SOME

FEATURES DETAILED IN THE PROJECT PLANS AND

SPECIFICATIONS ARE NOT SHOWN HERE.

ELECTRICAL ENCLOSURE, LATERAL GATES, RADIAL

GATE, AND HOIST EQUIPMENT ARE NOT SHOWN.

3. GROUND SURFACES ARE NOT SHOWN. CANAL INVERT

IS TOP OF BASE SLAB, CANAL BANK NEAR WALL TOP.

4. EXISTING EXTERIOR CONCRETE WALLS MAY THICKEN

WITH DEPTH ON SOIL SIDE - DETAILS IN THIS REGARD

ARE UNKNOWN BUT NOT EXPECTED TO IMPACT

PROPOSED WORK.

NEW CONC RADIAL GATE

PLATFORM W/ STEEL RAILING

EXST CONC CHECK STRUCTURE

EXST CONC CANAL LINING

NEW CONC WEIR WALL

NEW STEEL ACCESS

PLATFORMS & WALKWAY

NEW CONC GATE HOIST

PLATFORM W/ STEEL RAILING

EXST CONC CHECK STRUCTURE

EXST CONC CANAL LINING

NEW STEEL ACCESS

PLATFORMS & WALKWAY

NEW CONC WEIR WALL

EXST LATERAL GATE OPENINGS

EXST LATERAL GATE OPENING

SHEET LEGEND:

EXISTING INFORMATIONAL TAG

CONCRETE REHABILITATION TAG - SEE THIS SHEET FOR KEY

WALL ELEVATION TAG - SEE SHEET S06

EXISTING CONCRETE

NEW CONCRETE

363.8 TOP WALL

C1

X

NOTES:

1. SEE SHEET S01 FOR STRUCTURAL GENERAL NOTES.

2. SEE SHEET S02 FOR STRUCTURAL MATERIALS AND

INSPECTION SCHEDULES.

3. SEE SHEET D03 FOR CANAL SAFETY FEATURES.

4. EXISTING ELEVATIONS AND DIMENSIONS SHOWN

ARE APPROXIMATE ONLY, AND IF CRITICAL TO

REHABILITATION OR NEW CONSTRUCTION, MUST BE

FIELD VERIFIED BY THE CONTRACTOR.

5. THE EFFECTIVE RADIAL GATE OPENING IS LESS

THAN THE NOMINAL 18'-6" BAY WIDTH DUE TO POST-

INSTALLED SIDE SEAL PLATES THAT STAND OFF THE

WALL FACE.

6. HIGH PRESSURE WASH ALL EXPOSED HORIZONTAL

AND VERTICAL SURFACES PRIOR TO EXAMINATION

BY BIA REPRESENTATIVE. EXAMINATION WILL BE

THE BASIS FOR FINAL CONCRETE JOINT AND

SURFACE REPAIR TYPE AND EXTENTS.

"TO BE DETERMINED" AS COORDINATED

WITH GATE FABRICATION DRAWINGS

TBD

A

A

B

B

C

C

4 4

1 1

5 5

NEW CONC RADIAL

GATE PLATFORM,

TOC EL 368.16'

366.8 TOP WALL

RADIAL GATE BAY

18' - 6"

366.8 TOP WALL

363.8 TOP WALL

363.8 TOP WALL

366.8 TOP WALL 366.8 TOP WALL

NEW REINF CONC

OVERFLOW WEIR WALL,

TOW EL 360.89'

FLUSH

NEW 6" REINF CONC CURB

S08

18' - 6"

6"

J2

J1

R1

S08

4EA END

S08

S09

S09

J1

J1

J2

J1

S07

NEW CONC STEPS;

(2) RISERS @ 8", 3'-6" WIDE

NEW CONC PAD FOR

ELEC ENCLOSURE:

7'-8"X9'-8" x 1'-3" THK, TOC EL 367.25'

LOCATE PER CIVIL, D05

S08

(2) LOC

S06

S06

S06

S06

S08

S07

S05

NEW RADIAL GATE SILL SEAL PL

G

A T

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IL

L

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D

RADIAL GATE FACE

2' - 0"

.0

5' - 0" 3'-0" x 3'-0" SLUICE GATE

OPENING

J2349.8 CANAL INVERTJ2

WEIR WALL TOP STEP,

TOW EL 366.80'

349.8 CANAL INVERT J2J2

S07

/2

20' - 0" 20' - 0"

1' - 6"

3' - 0" 2

EXST CONC PLATFORM

(NOTE 5)

(2) PAIRS

MATTHEW J.

METTLER

LANOISSEF

O R P

D E

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G E

R ) L

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PLAN VIEW

S04

CONCRETE REHABILITATION 5 20

scale feet

0 5 10 15

1/8" = 1' - 0"

F L O

W

SCHEDULE NOTES:

1. EXTENT OF CRACK REPAIR TO FIELD DETERMINED - BID BASIS SHOWN.

2. JOINT REPAIR DESIGNATION TO BE FIELD DETERMINED - BID BASIS SHOWN.

3. EXTENT OF SURFACE REPAIR TO BE FIELD DETERMINED - BID BASIS SHOWN.

TOC

EL=349.80'

A B C

TOW

EL=360.89'

TOC

EL=368.17'

TOW

EL=366.80'

TOC

EL=365.00'

NEW CONC OVERFLOW

WEIR WALL

NEW CONC

GATE PLATFORM

20' - 0"20' - 0"

STEEL RAILING, SEE SHEET S10

NEW CONC STEPS

GRADE

RADIAL GATE

(GATE & HOIST EQUIPMENT NOT SHOWN)

EXISTING CONC

BASE SLAB

RADIAL GATE

18' - 6"

TOW

EL=366.80'

NEW STEEL ACCESS

WALKWAYS, PLATFORMS AND

RAILING, SEE SHEET S10

/8

FIELD VERIFY

EXST CONC PLATFORM

EXST CONC PLATFORM

BLOCK-OUT FOR NEW FLUSH BOTTOM

GATE FRAME BASE (NOTE 1)

(3) #6 VERT EACH FACE, NEAR SIDE,

(2) #6 VERT EACH FACE, FAR SIDE -

FULL HEIGHT

TRIM REINFORCING:

(4) #5 @ 4" HORZ EACH FACE,

#5X4'-0" DIAG EA CORNER ON

INSIDE FACE OF CURTAINS

3' - 0" 1' - 3"

TOC

EL=349.80'

FLUSH BOTTOM

GATE SEAL

BLOCKOUT FOR NEW

FLUSH BOTTOM FRAME

BASE (NOTE 1) GATE

MATTHEW J.

METTLER

LANOISSEF

O R P

D E

R E

T

SI

G E

R ) L

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PROJECT

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2 2 4 10 scale feet

0 6 8

1/4" = 1' - 0"

SECTION

S05

CONC REHAB SECTION

NOTES:

1. BLOCK-OUT FOR NEW SLUICE GATE FRAME BASE. LOCATE

EXISTING REBAR WITH AN ELECTROMAGNETIC REBAR

LOCATOR - REBAR WITHIN THE BLOCK-OUT AREA THAT DOES

NOT INTERFERE WITH THE GATE BASE IS TO BE LEFT

UNDISTURBED. SAWCUT EDGES AND RELIEF CUTS IN EXISTING

CONCRETE BASE SLAB, CHIP DEPTH PER GATE MFG DETAILS.

AFTER GATE INSTALLATION CLEAN CONCRETE, REBAR, AND

STEEL SURFACES. APPLY A COATING TO REBAR, A BONDING

AGENT TO CONCRETE SURFACES AND GROUT FLUSH WITH

CEMENTITIOUS GROUT - CURE AND PROTECT.

S05

DETAIL

S05

FLUSH BOTTOM GATE BLOCKOUT

EL=VARIES

TOW

15 2

TOW

EL=366.80'

J1

J2

J1

J2

J1 J1

S09

EXISTING

CONC WALL

S07

GATE SILL

EXISTING CONC

BASE SLAB

"FLATTENED" FOR VIEW

CURVED CONC CANAL LINING,

"FLATTENED" FOR VIEW

CURVED CONC CANAL LINING,

LATERAL

19L

FIELD VERIFY

PIN EL=364.75'

NEW CONC RADIAL

GATE PLATFORM

EXISTING RADIAL GATE ARM

ANCHOR ROD PAIRS - THESE

REMAIN IN-SERVICE (NOTE 3)

S09

GATE SIDE PL EMBED PER DETAIL

3 / S07, SEE RADIAL GATE MFG

DRAWINGS FOR LAYOUT

℄ EXST GATE

TRUNNION PIN

TOC

EL=349.80'

TOW

EL=366.80'

TOW

EL=365.00'

S09

S07

R1

S07

3 GATE SILL

EXISTING CONC

BASE SLAB

TOC

EL=360.80'

NEW CONC RADIAL

GATE PLATFORM

EXISTING RADIAL GATE

ARM ANCHOR ROD

PAIRS - THESE REMAIN

IN-SERVICE (NOTE 3)

S09

℄ EXST GATE

TRUNNION PIN

TOC

EL=349.80'

4 2

TOW

EL=366.80'

S07

TOC

EL=365.00'

R1

STEEL ADHESIVE

SET DOWEL @ 12",

SEE DETAIL 4/S07 EXISTING CONC

BASE SLAB

TOC

EL=360.80'

NEW CONC

RADIAL GATE

PLATFORM

NEW CONC WEIR WALL

S2

TOC

EL=349.80'

EL=VARIES

TOW

1 52

TOW

EL=366.80'

J1

J1

J2

J2

J1

STEEL ADHESIVE SET DOWEL

@ 12", SEE DETAIL 4/S07

EXISTING CONC WALL

EXISTING CONC

BASE SLAB

"FLATTENED" FOR VIEW

CURVED CONC CANAL LINING,

"FLATTENED" FOR VIEW

CURVED CONC CANAL LINING,

NEW CONC WEIR WALL

LATERAL

19R

BLOCK-OUT FOR NEW

GATE FRAME BASE

(NOTE 1, SHT S05)

SHEET LEGEND:

EXISTING INFORMATIONAL TAG

CONCRETE REHABILITATION TAG - SEE S04 FOR KEY

(ONLY JOINT LOCS SHOWN, OTHER REPAIRS TO BE QUANTIFIED IN FIELD)

WALL ELEVATION TAG - SEE SHT S04

EXISTING CONCRETE

NEW CONCRETE

363.8 TOP WALL

JX

X

MATTHEW J.

METTLER

LANOISSEF

O R P

D E

R E

T

SI

G E

R ) L

A R

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NA U . S

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W W W .D O W L .C O M

PROJECT

DATE

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ELEVATION

S06

EAST WALL, LOOKING EAST 5 20

scale feet

0 5 10 15

1/8" = 1' - 0"

ELEVATION

S06

CENTER PIER WALL, LOOKING WEST 5 20

scale feet

0 5 10 15

1/8" = 1' - 0"

ELEVATION

S06

CENTER PIER WALL, LOOKING EAST 5 20

scale feet

0 5 10 15

1/8" = 1' - 0"

ELEVATION

S06

WEST WALL, LOOKING WEST 5 20

scale feet

0 5 10 15

1/8" = 1' - 0"

FLOW

FLOW FLOW

FLOW

NOTES:

1. EXISTING ELEVATIONS AND DIMENSIONS SHOWN ARE APPROXIMATE

ONLY, AND IF CRITICAL TO REHABILITATION OR NEW CONSTRUCTION,

MUST BE FIELD VERIFIED BY THE CONTRACTOR.

2. CONCRETE REPAIR ANNOTATIONS RELATED TO RANDOM CRACKING AND

SURFACE SPALLS ARE DIAGRAMETRIC ONLY AND MAY NOT REFLECT THE

DRAWING SCALE INDICATED.

3. EXISTING 3 1/2" DIA THREADED PORTION RADIAL GATE ARM ANCHOR ROD

PAIRS - THESE REMAIN IN-SERVICE. CLEAN, RUN DIE OVER THREADS,

AND OIL FOR REUSE. MIN THREAD LENGTH PER RADIAL GATE MFG, SEE

DETAIL 3/S11.

4. CONTRACTOR MUST FIELD VERIFY EXISTING THREAD DIAMETER, TYPE

AND PROJECTION. FOR MATERIAL PROCUREMENT REQUIREMENTS AND

NEW ROD EXTENSION OPTION, SEE DETAIL 3/S11.

5. NEW STRUCTURAL STEEL IS NOT SHOWN IN THESE CONCRETE

REHABILITATION ELEVATIONS, SEE SHEET S10.

SAWCUT EACH FACE 1 1/2"

DEEP, CHIP CONCRETE

ABOVE x FULL PIER WIDTH

CHIP EXITING SURFACE DOWN ~1/2" TO SOUND CONC

CLEAN, APPLY REBAR COATING TO EXPOSED BAR

ENDS AND BONDING AGENT TO CONC SURFACE THEN

TOP WITH THE TROWEL GRADE MORTAR - RAISE

SURFACE ELEVATION TO PROVIDE AT LEAST 1 1/2"

TOPPING COVER OVER EXISTING REBAR ENDS. TOOL

TRANSVERSE CONTROL JTS 1/2" DEEP @ 4'-0" MAX SPA

CLEAN AND APPLY REBAR COATING TO VERTICAL

BAR ENDS AND BONDING AGENT TO CONC

SURFACES, THEN REBUILD WITH REDI-MIXED

CONCRETE 'CLASS B' - RAISE TOP SURFACE

ELEVATION TO PROVIDE AT LEAST 2" CONC

COVER OVER EXISTING REBAR ENDS (NOTE 1)

SAWCUT EACH FACE 1 1/2" DEEP, REMOVE

ALL CONCRETE ABOVE x FULL PIER WIDTH.

VERTICAL REBAR TO REMAIN IN PLACE,

CUT AND REMOVE HORZ REBAR (NOTE 1) (4) #6 VERT BENT REBAR @ ~6" SPA, POSITION

INSIDE EXST ANC RODS. EMBED IN EXST CONC 8"

WITH DOWEL ADHESIVE - HOLD 3" CONC COVER

34"

F

IE

L D

E A

S U

R E

SLOPING CONCRETE FACE AT RADIAL GATE

ANCHORAGE ASSEMBLY - REBUILD TO

SAME SLOPE AND LOCATION AS ORIGINAL

EXISTING CONCRETE CENTER

PIER WALL, DOWNSTREAM END

~ 8' - 0" ~ 7' - 2"

T Y

P

M

IN

S P

A

(2

E Q

#6 HORZ REBAR EA FACE x (3) ROWS, POSITION INSIDE EXST VERTS. EMBED

IN EXST CONC 8" W/ DOWEL ADHESIVE,

ADD BENT BAR ON DOWNSTREAM END

34"

F

IE

A

S U

R E

EXISTING 3 1/2" DIA, (FIELD VERIFY), RADIAL GATE ARM

ANCHOR ROD PAIRS - THESE REMAIN IN PLACE. CLEAN,

RUN DIE OVER THREADS, AND OIL FOR REUSE. MIN

THREAD LENGTH PER RADIAL GATE MFG. EXISTING RADIAL

GATE ARM ANCHOR ROD PAIRS - THESE REMAIN IN-

SERVICE. (SEE SHEET S06, NOTES 3 & 4)

WRAP ALL ANCHOR RODS WITH

VINYL TAPE FROM SURFACE INWARD

TO BREAK CONC/ROD BOND

R1S2

TOC

EL=368.17'

TOW

EL=366.80'

NEW PLANT OR SITE PRECAST

CONC PLATFORM, REDI-MIXED

CONCRETE 'CLASS B'. 3/4"

CHAMFER ALL EDGES. COARSE

BROOM FINISH (NOTE 2)

1' - 6" ~ 3"

#4 @ 12", EA WAY W/

90° END HOOKS, TOP

#4 @ 12", EA WAY W/

90° END HOOKS, TOP

#6 @ 12", TRANS, BOT

#6 @ 6" W/ 90° END HOOKS,

LONG, BOT

CONC STEPS W/

ANTI-SLIP NOSING

SHIM AND SET PLATFORM ON

CEMENTITIOUS GROUT BED

EXISTING CONC CHECK

WALL/PIER (REINF NOT SHOWN)

GRADE

#6 x 2'-6" ADHESIVE SET

DOWEL @ 6" (PLACE BTWN

TRANS BOT BARS), EMBED 10"

2" PVC DOWEL SLEEVE, FILL

WITH CEMENTITIOUS GROUT

AFTER PLATFORM INSTALL

DOUBLE 3/4" CHAMFER DRIP

GROOVE, 6" IN FROM EDGES

(RAILING NOT SHOWN, SEE STEEL PLAN)

10"

1"

#4 BENT BAR @6" IN STAIR

TREAD WITH (2) #4 TRANS,

BOT

8" 2'-8"

3/8" x 6" (±) ALL-THREAD, SS 304/316 ADHESIVE SET

ANCHOR @ 16" SPA - STAGGER SPACING SIDE TO

SIDE EXCEPT PLACE AN ADJACENT PAIR WITHIN 6"

OF PLATE ENDS. PROVIDE DOUBLE NUTS & FLAT

WASHERS EA ANCHOR FOR PLATE LEVELING

CONC SURFACE

1/8 2

TYP

SAWCUT EDGES ~3/4" DEEP, CHIP AND

ROUGHEN CONC SURFACE 1/4" AMPLITUDE,

CLEAN AND APPLY BONDING AGENT

E M

B E

D

M

IN

ANCHOR TAB,

SEE DETAIL 4/S07

RADIAL GATE SEAL

PLATE (SILL OR SIDE)

NOTES:

USE THE FABRICATED SEAL PLATE

WITH ANCHOR TABS AS A TEMPLATE

FOR ANCHOR HOLE LOCATIONS.

(REBAR NOT SHOWN)

LEVEL

1 1/2"

WIDTH

PL 1 1/2"

CEMENTITIOUS GROUT

1 3/4"

℄ HOLE

1 1/4" 1 3/4"

/4

/4

MIN

1/8"

LEG FASTENED TO

RADIAL GATE SEAL PLATE

ANCHOR TAB,

SS 304/316 MATERIAL

ANCHOR HOLE SIZE =

ANC DIA + 3/16"

TOC

EL=368.17'

DOUBLE 3/4" CHAMFER

DRIP GROOVE

COARSE BROOM FINISH

3/4" CHAMFER,

TYP

#6 @ 12" LONG BARS, TOP

#4 @ 12" TRANS WITH

END HOOK, TOP & BOT

#6 @ 6" WITH 90° END

HOOKS LONG BARS, BOT

(RAILING NOT SHOWN, SEE STEEL PLAN)

6"

C L R

C L R

MATTHEW J.

METTLER

LANOISSEF

O R P

D E

R E

T

SI

G E

R ) L

A R

U T

C U

R T

S

RE

EN

IG

NE

NA U . S

. A

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B ill in g s M o n ta n a

W W W .D O W L .C O M

PROJECT

DATE

SHEET

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SECTION

S07

CENTER PIER WALL - END REBUILD 1 1 2 5

scale feet

0 3 4

1/2" = 1' - 0"

SECTION

S07

RADIAL GATE PLATFORM 1 1 2

scale feet

0 3

3/4" = 1' - 0"

DETAIL

S07

RADIAL GATE SEAL PLATE

RADIAL GATE SEAL PLATE

LOCATION

SILL

SIDES

THK

3/8"

WIDTH

10"

MATERIAL

STAINLESS 304/316

DETAIL

S07

RADIAL GATE SEAL PL ANCHOR TAB

NOTES:

1. AT CENTER PIER WALL END REPAIR: IF VERTICAL

REINFORCING CANNOT BE SALVAGED/REMAIN IN-PLACE,

THE CONTRACTOR MAY REPLACE WITH #6 VERTICAL

BARS @ 12" EACH FACE, ADHESIVE SET 12" MINIMUM.

2. NEW CONCRETE RADIAL GATE PLATFORM MAY BE PLANT

OR SITE PRE-CAST AND THEN INSTALLED.

3. LIFTING LUG SELECTION AND LOCAL REINFORCEMENT

DETAIL BY THE CONTRACTOR.

FLOW

SECTION

S07

RADIAL GATE PLATFORM 1 1 2

scale feet

0 3

3/4" = 1' - 0"

3/8" 10" STAINLESS 304/316

EL=367.25'

3/4" CHAMFER, ALL EDGES

NEW CONC PAD, REDI-MIXED

CONCRETE 'CLASS B'.

COARSE BROOM FINISH

#5 @ 12", EA WAY,

TOP & BOT

#5 @ 12", EA WAY,

TOP & BOT

GRADE

PREPARED SUBGRADE:

SCARIFY 12", MOISTURE CONDITION WITHIN 4% OF

OPTIMUM AND COMPACT TO 95% DENSITY PER ASTM

D698. SOFT SPOTS, IF ANY, MUST BE REMOVED AND

REPLACED TO ACHIEVE UNIFORM DENSITY

ANCHOR ROD

(SEE NOTE 1)

NOTE:

1. SIZE AND LOCATION OF

ANCHOR RODS IS THE

RESPONSIBILITY OF THE

BUILDING MFG.

INSTALL ALL THREAD, "HDG"

ADHESIVE SET ANCHOR

RODS WITH SLOPED

WASHER AND NUT. ANCHOR

PROJECTION = 2 1/2" MIN.

ANCHOR EMBED = 6" FOR 5/8"

DIA OR 7 1/2" FOR 3/4" DIA.

C L R

C L R

IMPORTED STRUCTURAL FILL

CLASS 4 PER ADOT ROAD &

BRIDGE SPEC 303-2. MOISTURE

CONDITION WITHIN 4% OF

OPTIMUM AND COMPACT TO

98% DENSITY PER ASTM D698

GEOTEXTILE STABILIZATION FABRIC PER ADOT

ROAD & BRIDGE SPEC 1014-10. PLACE TAUT,

WRINKLE FREE WITH 12" MINIMUM LAPS

1"

CONSTRUCTION NOTES:

1. REMOVE FORM TIES: SNAP-OFF WITH WATERPROOFING

WASHER, 1 1/2" BACK BREAK DIMENSION AND CONE TYPE.

POWER BRUSH REMAINING HOLE CLEAN AND BLOW OUT

WITH COMPRESSED AIR. TAPER TIES ARE NOT ALLOWED.

2. IF GREASE/OIL RESIDUE IS LEFT ON CONCRETE,

HYDROBLAST OR SANDBLASTING MAY BE REQUIRED.

3. COAT TIE HOLES WITH BONDING AGENT IMMEDIATELY

PRIOR TO DRY PACKING.

4. DRY PACK HOLES WITH CEMENTITIOUS GROUT.

CONCRETE WALL

2 32 3

LOCATE PER PLAN AND @ 20'-0" MAX SPACING.

TOP, BOTTOM, AND ALTERNATE

HORIZ BARS ROWS CONTINUOUS

THROUGH JOINT; FIELD CUT OTHER

HORIZ BARS 3" CLEAR OF JOINT

3/4" CHAMFER WITH 1/8" ROOT

WIDTH SAWN OR FORMED

EACH FACE (TYP.)

SHRINKAGE CRACK

3/8" x 6" CENTER BULB

PVC WATERSTOP

/2

R O

O T

VARIES

4" 4"

#4 CROSS TIES @ 4' - 0"

OC EACH DIRECTION.

WRAP INNER LAYER OF

REINFORCEMENT UNO

CLR

WIRE TIE BOTH

CURTAINS OF MAIN

REINF TOGETHER AND

WRAP INNER REINF

WITH SPACER TIE

SPACER CROSS TIE

CLR WIRE TIE SPACER TIE TO

OUTER CURTAIN OF REINF

AT EACH INTERSECTION

PROVIDE TIE WIDTH SO HOOK

IS IN LINE WITH OUTSIDE MAT

OF REINFORCEMENT

HOOKING INNER CURTAIN

WALL CONSTRUCTION JOINT MAY BE PLACED IN LIEU

OF CONTRACTION JOINT AT CONTRACTOR'S OPTION

℄STOP ALL HORIZ BARS

3" CLEAR OF JOINT

3/4" CHAMFER EACH FACE, TYP

3/8" X 6" BULBED PVC

WATERSTOP (POSITION

NEAREST WET SIDE)

1 1/4" x 1'-6" SMOOTH ROUND

EPOXY COATED DOWEL @ 12",

GREASE ONE END

E Q

E Q

2 1/2"

/2

EXISTING CONC SURFACE

REBAR OR SECURE CONC ANCHOR TREATMENT:

CORE HOLE, CHIP CLEAR, CUT STEEL FLUSH AT HOLE

BOTTOM, CLEAN, APPLY REBAR COATING/BONDING

AGENT AND FILL FLUSH WITH CEMENTITIOUS GROUT

LOOSE CONC ANCHOR TREATMENT:

REMOVE ANCHOR, CLEAN, APPLY BONDING AGENT

AND FILL HOLE FLUSH WITH CEMENTITIOUS GROUTCONCRETE

REPAIR/PATCH

WHERE REQ'D

EXISTING CONC ANCHOR OR REBAR

ANCHOR ROD, SEE 3/S08

HOLD-DOWN PLATE

WASHER 1/4" x 3" SQ, GALV, HOLE SIZE = ANC DIA + 1/8"

ENCLOSURE

SKID BEAM

10" MIN

TOC

EL=349.80'

TOW

EL=360.89'

ROUGHEN JT SURFACE TO

1/4" AMPLITUDE

#8 x 6'-6" ADHESIVE SET

DOWEL @ 12", EA FACE

E M

B E

D

O R

/8

EXST BASE SLAB (REINF

NOT SHOWN - UNKNOWN)

HYDROPHILIC WATER

STOP - CENTER

#5 @ 12" HORZ, EA FACE -

ADD ONE ROW NEAR WALL

TOP

#6 @ 12" VERT, EA FACE -

LAP TO DOWEL

REDI-MIXED CONCRETE

'CLASS B'

2" R, TYP

1' - 6"

OR 366.80'

EXST WALL (REINF NOT

SHOWN - UNKNOWN)

NEW WEIR WALL,

SEE SECTION 1 / S08

EMBED

8"

E Q

L E

Q L

HYDROPHILIC WATER STOP

1" x 1'-6" SMOOTH STEEL ADHESIVE

SET DOWEL @ 12", GREASE

PROJECTION INTO NEW WALL

ROUGHEN JT SURFACE

TO 1/4" AMPLITUDE

F L O

W

PLAN VIEW

1'-0" MIN TAIL

LENGTH, TYP

TOP LAP LENGTH

ON CORNER BAR

EL=VARIES

TOW

EXISTING CHECK WALL FACE MAY SLOPE BELOW

GRADE: BENCH CUT NOTCH PROFILE AT NEW

CURB INTERFACE AND/OR CAST BASE SLAB KEYED

TO WALL PER CONTRACTOR'S PREFERENCE

(REINF NOT SHOWN, DO NOT CUT EXISTING REINF)

ROUGHEN EXISTING CONC

SURFACE 1/4" MIN AMPLITUDE

(4) #4 HORZ REBAR

WITH CORNER BARS,

FIELD TRIM AS REQ'D

#4 VERT ADHESIVE SET DOWEL @ 10" SPA,

CENTER IN CURB, EMBED ~6". SHIP BAR LENGTHS

LONG, INSTALL THEN CUT TOP TO LENGTH

TOW

EL=366.80'

V A

R

IE

S

NEW REDI-MIXED CONCRETE 'CLASS B'

CURB, CHAMFER EXPOSED EDGES 3/4"

6"

MATTHEW J.

METTLER

LANOISSEF

O R P

D E

R E

T

SI

G E

R ) L

A R

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.AR I ZO

CIFI

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ETA

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5D

A T E

S I G N

61334

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-6

-6

N n d S tr e e t

B ill in g s M o n ta n a

W W

W .D

O W

L .C

O M

PROJECT

DATE

SHEET

DOWL 2025c

P L O T

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S08

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S

MARCH 2025

4626.12494.01

C R

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SECTION

S08

ELEC BLDG ENCLOSURE PAD 1 0 1 2

scale feet1" = 1' - 0"

DETAIL

S08

WALL TIE HOLE TREATMENT

SECTION

S08

CONCRETE WALL CONTRACTION JOINT

DETAIL

S08

CONCRETE WALL DOUBLE CURTAIN

REINFORCEMENT SPACERS

SECTION

S08

CONCRETE WALL CONSTRUCTION JOINT

DETAIL

S08

REBAR OR ANCHOR TOP TREATMENT

DETAIL

S08

BUILDING ANCHORAGE

SECTION

S08

WEIR WALL

DETAIL

S08

WEIR WALL DOWEL TO EXST

SECTION

S08

CONC CURB1 1 2

scale feet

0 3

3/4" = 1' - 0"

0 1 scale feet

1-1/2" = 1' - 0"

1 1 2 scale feet

0 3

3/4" = 1' - 0"

S08

CRACK WIDTH ≤ 0.020"; LEAVE AS-IS

CRACK WIDTH > 0.020" UP TO 0.250": CLEAN

WITH COMPRESSED AIR AND FILL WITH A

CRACK INJECTION EPOXY

VERTICAL CRACK REPAIR WILL REQUIRE

PLACING A SURFACE EPOXY PASTE BEFORE

INJECTION, THEN REMOVAL TO FLUSH

THEREAFTER

NOTE:

DETAIL IS DIAGRAMMATIC ONLY

C1 TYPE CATEGORIZED FOR HORIZONTAL SURFACES

C2 TYPE CATEGORIZED FOR VERTICAL SURFACES

EXISTING CONCRETE

EXISTING PRE-FORMED JOINT FILLER

- ROUTE FOR SEALANT RESERVOIR

CLEAN AND COAT SIDES WITH SEALANT

PRIMER BEFORE SEALANT FILL

FILL WITH JOINT SEALANT -

FLUSH TO SLIGHTLY CONCAVE.

MAY USE SELF LEAVING

SEALANT IN HORIZONTAL JOINTS

OR 1/2" MIN

EXISTING WIDTH (W)

D E

P T

H

D

S E

A L A

N T

BOND BREAKER OR BACKER

ROD UNDER SEALANT

FOR RAVELED CONC

EDGE(S) OR WIDTH LESS

THAN 1/2", SEE DETAIL J2/S08

DIM "ND"

D

IM

N

W

N

O T

C H

S

E E

P L A

N

CLEAN, APPLY REBAR COATING

AND BONDING AGENT

(2) ROWS 3/8" x 4" SS 304/316 CONC SCREW OR

ADHESIVE SET ANCHORS W/ COUNTERSUNK TORX

HEAD @ 8" SPA (STAGGER). INSTALL SS SHIMS AS

REQ'D ON BACK SIDE TO ACCURATELY POSITION THE

STEEL NOTCH LINER BEFORE GROUTING

EXISTING CONC WALL (REINF

NOT SHOWN - UNKNOWN)

SAWCUT BLOCK-OUT FULL DEPTH

- MAKE MULTIPLE RELIEF CUTS TO

REMOVE CONC IN THIN SLABS

FLOWABLE CEMENTITIOUS GROUT

FILL ~1" THICKNESS - INJECT

GROUT FROM BOTTOM AND FILL TO

TOP TO AVOID ENTRAPPED AIR

CONT SS 304 NOTCH LINER -

BENT PL 3/8"

PLAN VIEW

EXISTING CONCRETE WALL OR SLAB

LIGHT CHIP TO SOUND CONCRETE.

CLEAN AND APPLY BONDING AGENT

SAWCUT PERIMETER EDGE 3/4" DEEP

VERTICAL OR HORIZONTAL SURFACE:

REPAIR WITH A TROWEL GRADE MORTAR.

CURE WITH REPAIR MATERIAL MFG

APPROVED COMPOUND AND COVER WITH

WHITE POLYETHYLENE SHEETING

EXISTING REINFORCING -

UNKNOWN

EXISTING REINFORCING -

UNKNOWN

FOR REPAIR THICKNESS GREATER THAN 1",

EXTEND THE REPAIR MATERIAL WITH CLEAN,

WELL-GRADED 3/8" COARSE AGGREGATE PER MFG

INSTRUCTIONS

*2" MAX

REPAIR DEPTH 3/4" MIN

EXISTING REINFORCING -

UNKNOWN

EXISTING REINFORCING -

UNKNOWN

CONTACT THE ENGINEER IF ANY

REBAR SHOWS 30% OR MORE

CROSS-SECTION AREA LOSS

EXISTING CONCRETE WALL OR SLAB

LIGHT CHIP TO SOUND CONCRETE.

CLEAN AND APPLY BONDING AGENT

*MECHANICALLY CLEAN AND

PRESSURE WASH EXPOSED REBAR

AND COVER WITH REBAR COATING

VERTICAL OR HORIZONTAL SURFACE:

REPAIR WITH PRE-BLENDED CONCRETE.

CONSOLIDATE MIX PLACEMENT USING

MECHANICAL VIBRATION. FORM VERTICAL

SURFACES, FINISH MIX PLACEMENT FORM

PORTS WITH A STIFF MIX OR TROWEL GRADE

MORTAR. CURE WITH REPAIR MATERIAL MFG

APPROVED COMPOUND AND COVER WITH

WHITE POLYETHYLENE SHEETING

SAWCUT PERIMETER EDGE 3/4" DEEP

*MECHANICALLY CLEAN AND

PRESSURE WASH EXPOSED REBAR

AND COVER WITH REBAR COATING

EXISTING CONCRETE

EXISTING PRE-FORMED JOINT FILLER

- ROUTE FOR SEALANT RESERVOIR

IF CONCRETE EDGE(S) ARE

RAVELED MORE THAN 1/8" OR

JOINT WIDTH IS LESS THAN 1/2",

SAWCUT ONE OR BOTH EDGES TO

PREPARE SEALANT RESERVOIR

W"

D

BOND BREAKER OR BACKER

ROD UNDER SEALANT

SEE DETAIL J1/S09 FOR

SEALANT DETAILS

EXISTING CONCRETE

EXISTING PRE-FORMED JOINT FILLER

- ROUTE FOR SEALANT RESERVOIR

- ROUTE DOWN IF FRIABLE AND ADD A

CLOSED CELL BACKER ROD

SEE DETAIL J1/S09 FOR

SEALANT DETAILS

MIN

1 1/4" W"

D

BONDING AGENT ALL

CONCRETE SURFACES

IF CONCRETE EDGES ARE SPALLED:

SAWCUT TO SOUND CONCRETE AND

REBUILD EDGE WITH PRE-BLENDED

CONCRETE FOR HORIZONTAL SURFACE

OR A TROWEL GRADE MORTAR FOR

VERTICAL SURFACE. CURE WITH

REPAIR MATERIAL MFG APPROVED

COMPOUND AND COVER WITH WHITE

POLYETHYLENE SHEETING

M

IN

/4

MATTHEW J.

METTLER

LANOISSEF

O R P

D E

R E

T

SI

G E

R ) L

A R

U T

C U

R T

S

RE

EN

IG

NE

NA U . S

. A

.AR I ZO

CIFI

T

R

E C .

O

N

ETA

E D 0 3

5D

A T E

S I G N

61334

R E V

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IO

N S

R E V

D A T E

D E S C R

IP

TI

O N

B Y

-6

-6

N n d S tr e e t

B ill in g s M o n ta n a

W W W .D O W L .C O M

PROJECT

DATE

SHEET

DOWL 2025c

P L O T

D A T E

U S E R

1/

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S U E D

FO

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MARCH 2025

4626.12494.01

C R

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SEALANT RESERVOIR SIZE

D ≈ W/2

DETAIL

S09

C2

CONCRETE CRACK REPAIR

C1

S08

DETAIL

S09

J1

CONCRETE JOINT REPAIR

DETAIL

S09

STOP LOG NOTCH

SECTION

S09

S1

CONCRETE SURFACE REPAIR

SECTION

S09

S2

CONCRETE SURFACE REPAIR

DETAIL

S09

J2

CONCRETE JOINT REPAIR

DETAIL

S09

J3

CONCRETE JOINT REPAIR

NOTCH DIMENSIONS

DIM "ND" DIM "NW"

5 1/2" 12"

VERIFY WITH

BULKHEAD SUPPLY

SHEET LEGEND:

EXISTING INFORMATIONAL TAG

1 1/4" STEEL BAR GRATING

1/2" RAISED-PATTERN FLOOR PLATE

FIXED STEEL RAILING - SEE DETAILS SHEET S12

REMOVABLE STEEL RAILING - SEE DETAILS SHEET S12

363.8 TOP WALL

NOTES:

1. SEE SHEET S01 FOR STRUCTURAL GENERAL NOTES.

2. SEE SHEET S02 FOR STRUCTURAL MATERIALS AND INSPECTION

SCHEDULES.

3. SEE SHEET D03 FOR CANAL SAFETY FEATURES.

4. EXISTING ELEVATIONS AND DIMENSIONS SHOWN ARE

APPROXIMATE ONLY, AND IF CRITICAL TO NEW CONSTRUCTION,

MUST BE FIELD VERIFIED BY THE CONTRACTOR.

5. SET FLOOR PLATE ON THIN, PLASTIC GROUT COAT TO ENSURE

UNIFORM CONTACT WITH CONCRETE SURFACE. FASTEN TO

STEEL SUPPORTS WITH 5/8" ⌀ PLUG WELDS @ 12" SPACING AND

TO CONCRETE WITH 3/8"X4" SS 304/316 ADHESIVE SET ANCHORS

@ 8" SPACING. COUNTERSINK HOLES AT CONCRETE ANCHORS

WITH SAME HEAD STYLE TO ACCOMMODATE A FLUSH INSTALL

CONDITION.

6. LATERAL GATE PEDESTAL BASEPLATE AND ANCHORS BY GATE

MFG.

7. STEEL RAILING ARRANGEMENT, INCLUDING POST LOCATIONS, IS

INTENDED TO SHOW EXTENTS ONLY - RAILING DETAIL PER THE

RAILING FABRICATOR.

A

A

B

B

C

C

4 4

1 1

5 5

366.8 TOP WALL

364.8 WALL NOTCH TOC

366.8 TOP WALL

364.8 TOP WALL

W14 x 30

W14 x 30

W x

3' - 6"

CONC PLATFORM,

TOC EL 368.16

CONC STEPS (2) R @ 8"

21' - 0" 3' - 0" 21' - 0"

CONC WEIR WALL

S11

STEEL RAILING,

TOP MOUNT

STEEL RAILING,

WALL TOP MOUNT

REMOVABLE STEEL…