Attachment_2_Drawings.pdf

SCALE: NTS

BLUE RIVER FISH BARRIER

GREENLEE COUNTY, AZ.

LEGEND

VICINITY MAP

LOCATION MAP

SHEET INDEX

Call at least two full working days before you begin excavation.

ARIZONA BLUE STAKE, INC.

Call 811 or click Arizona811.com

1. SEE DRAWING PROJECT SITE LOCATION MAP (THIS SHEET) FOR

PROJECT LOCATION, PROJECT FOOTPRINT AND CONTRACTOR USE

AREAS.

2. SEE DRAWING 344-303-60001 FOR OFFSITE STAGING.

3. BENCHMARK SHOWN ON THE DRAWINGS IS REFERENCED TO ARIZONA

STATE PLANE COORDINATE SYSTEM-EASTERN ZONE,

INTERNATIONAL-FOOT (NAD83). ELEVATIONS ARE REFERENCED TO

NAVD88, GEOID MODEL 12A, ALL POSITIONS WERE DERIVED USING

GPS RELATIVE POSITION TECHNIQUES.

4. PROTECT IN PLACE THE REINFORCED CONCRETE FISH BARRIER

STRUCTURE AND RCC FLOOD BERM. CONTRACTOR IS RESPONSIBLE

FOR ANY DAMAGE TO THESE STRUCTURES, WHETHER SHOWN OR NOT

ON THE DRAWINGS, AND SHALL BE REPAIRED AT THE CONTRACTOR’S

EXPENSE.

5. CONSTRUCTION SHALL CONFORM TO THE BLUE RIVER FISH BARRIER,

MAINTENANCE - STEEL PIPE ARMOURING SPECIFICATIONS DATED JULY

2024.

6. SEE SPECIFICATION SECTION 01 55 10 SITE ACCESS, FOR ACCESS SITE

REQUIREMENTS. GROUND ACCESS TO THE PROJECT SITE IS

PROHIBITED. SCALE: NTS

SHEET 1 TITLE/NOTES SHEET

SHEET 2 PLAN VIEWS

SHEET 3 DETAILS

EXISTING CONCRETE

ROAD OFF LIMITS TO CONTRACTOR

PROPERTY LINE

EXISTING MAJOR ELEVATION CONTOUR LINE

EXISTING MINOR ELEVATION CONTOUR LINE

USBR CONTROL POINT (AS NOTED)

GENERAL NOTES

PROJECT

PROJECT SITE

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STEEL PLATE ARMORING

TITLE/NOTES SHEET

YUMA, AZ

344-303-60000

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

Davidson, Mason S

Torres, Ithiel F

Davis, Janard D

Falcon, Danny P.E.

Bowen, Britt R P.E.

CONTRACTOR USE AREA

1.4 ACRES

EQUIPMENT & CONSTRUCTION

PERSONNEL DROP OFF

AREA/CONTRACTOR USE AREA

CONTROL POINT (BR-1)

N: 806900.61' E: 996909.41

EL: 3,927.75'

BLUE RIVER

FISH BARRIER

SITE

PROJECT SITE LOCATION

SCALE: NTS

BL

U E

RI

VE

R

Attachment 2 140R3024R0036

AutoCAD SHX Text M E X I C O

AutoCAD SHX Text Los Angeles

AutoCAD SHX Text

CALIFORNIA

AutoCAD SHX Text

OCEAN

AutoCAD SHX Text

PACIFIC

AutoCAD SHX Text Flagstaff

AutoCAD SHX Text Tucson

AutoCAD SHX Text

PHOENIX

AutoCAD SHX Text

YUMA

AutoCAD SHX Text San Diego

AutoCAD SHX Text San Bernardino

AutoCAD SHX Text Las

AutoCAD SHX Text Vegas

AutoCAD SHX Text

NEVADA

AutoCAD SHX Text Boulder City

AutoCAD SHX Text

ARIZONA

AutoCAD SHX Text City

AutoCAD SHX Text Cedar

AutoCAD SHX Text Lake

AutoCAD SHX Text Kingman

AutoCAD SHX Text Mead

AutoCAD SHX Text

UTAH

AutoCAD SHX Text Lake

AutoCAD SHX Text Powell

AutoCAD SHX Text Needles

AutoCAD SHX Text Bullhead City

AutoCAD SHX Text Blythe

833882

38803879

Call at least two full working days before you begin excavation.

ARIZONA BLUE STAKE, INC.

Call 811 or click Arizona811.com

EXISTING CREST WALL

EXISTING 316"

4X4 STEEL PLATES

EXISTING CONCRETE APRON

EXISTING CONTROL JOINT

A

PLAN VIEW (STEEL PLATES)

SCALE: 1" = 20'

PLAN VIEW

SCALE: 1" = 40'

EXISTING 316"

4X4 STEEL PLATES.

EXISTING CONCRETE APRON

EXISTING FLOOD BERM

CONTROL POINT (BR-1)

N: 806900.61' E: 996909.41

EL: 3,927.75'

EXISTING CREST WALL

A

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S A

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STEEL PLATE ARMORING

PLAN VIEWS

YUMA, AZ

344-303-60001

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

Davidson, Mason S

Torres, Ithiel F

Davis, Janard D

Falcon, Danny P.E.

Bowen, Britt R P.E.

SITE ACCESS/RESTRICTIONS VIEW

SCALE: 1"=1000'

NEW 118 EA. - 316" X 4' X 4'

STEEL PLATES (4 ROWS)

EXISTING CONTROL JOINT

BURNT STUMP TANK

ROAD/PRIVATE PROPERTY

OFF LIMITS TO CONTRACTOR

TAKE-OFF SITE

SCALE: 1" = 500'

MARTINEZ

ABELARDO (SR)

ETALS (TRUSTEES)

MARTINEZ

ABELARDO/LYDIA (SR)

TRUSTEES

ROAD/PRIVATE PROPERTY

OFF LIMITS TO CONTRACTOR

MARTINEZ RANCH RD.

TO

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A

SAN FRANCISCO RIVER

BLUE RIVER

BLUE RIVER

FISH BARRIER

OFFSITE STAGING/HELICOPTER

B

B

NEW 37 EA. - 316" X 3' X 4'

STEEL PLATES (ONE ROW)

CONTRACTOR USE AREA

N:780,950.46 E:1,025,142.44

REPLACE 4 - 316" X 4' X 4' STEEL PLATES

(SEE NOTE 7 DRAWING 60002)

BEGIN INSTALLATION OF METAL WORK AT

EXISTING EDGE MOVING EAST TO WEST

4'

6" TYP

6" TYP

SEE

NOTE 3

SEE

NOTE 3

3'

4'

4'

4'

4'

6" TYP

6" TYP

3' 4'

6"±

2' O

.C

(T

YP

C

C

C

SECTION C-C

NTS

STEEL PLATE DETAIL (SECTION B-B)

NTS

CREST WALL (SECTION A-A)

NTS

NEW 173 LF -

6" X 6" X 38"

STEEL ANGLE

2" ANCHOR BOLTS

(SEE BOLT PATTERN

DETAIL THIS SHEET)

NEW 173 LF - 8" X 38"

STEEL PLATE EXISTING 6"X6"X 38" STEEL ANGLE

2" GAP

(TYP)

EXISTING CONCRETE

CREST WALL

CREST WALL BOLT PATTERN DETAIL

NTS

2" GAP (TYP)

2' O.C. (TYP.)6"X6" STEEL ANGLE

NEW 8" STEEL PLATE

EXISTING 6"X6"

STEEL ANGLE

ANCHOR BOLTS (TYP)

A

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STEEL PLATE ARMORING

DETAILS

YUMA, AZ

344-303-60002

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

Davidson, Mason S

Torres, Ithiel F

Davis, Janard D

Falcon, Danny P.E.

Bowen, Britt R P.E.

2' O.C. (TYP.)

METAL FABRICATION NOTES

1. SEE SPECIFICATION SECTION 05 50 00 - METAL FABRICATIONS FOR ANCHOR BOLT, STEEL PLATE

AND STEEL ANGLE REQUIREMENTS.

2. PROVIDE BOLT LENGTH WITH 4-1/2 INCH MINIMUM EMBEDMENT.

3. ABUT STEEL PLATES. BECAUSE OF STRUCTURE CURVATURE THERE WILL BE GAPS.

4. INSTALL ANCHOR BOLTS IN THE FOUR CORNERS. DRILL THROUGH EXISTING REBAR IF NEEDED.

5. TACK WELD NUT AND WASHER TO NEW STEEL PLATES AND ANGLES AT EACH ANCHOR BOLT.

6. GROUT REPAIR CREST WALL EDGE AND EDGE OF APRON BEFORE INSTALLATION OF STEEL ANGLES.

SEE SPECIFICATION SECTION 03 62 23 NON-SHRINK GROUT FOR METALWORK FOR REQUIREMENTS.

7. REMOVE AND REPLACE 4 - 4' X 4' X 3/16" EXISTING/DAMAGED STEEL PLATES AS DIRECTED BY THE

COR. REMOVE DEBRIS UNDER STEEL PLATES. REUSE ANCHOR BOLTS AND PROVIDE NEW NUT,

WASHER PER MANUFACTURERS RECOMMENDATIONS. TACK WELD EXISTING NUTS AND WASHERS TO

ALL 32 EXISTING STEEL PLATE ANCHOR BOLTS.

FLOW DIRECTION

NEW 168 LF - 6" X 6" X 38" STEEL ANGLE

2" Ø ANCHOR BOLTS

@ 2' O.C. (TYP)

EXISTING CONCRETE APRON

NEW 6"X6"X 38"

STEEL ANGLE

2" ANCHOR BOLTS @ 2' O.C.

1"Ø ANCHORBOLT (TYP)

16" STEEL PLATES (TYP)