Drawing_GC-15_Attachment_20_Amendment_No__0003_0003.pdf

FINAL GRADE FINAL GRADE

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EXISTING GRADE

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File Name: FKC_GC-15

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Sheet: of 203

GC-15

EXISTING CANAL

BANK RESTORATION

1" = 20'

RUCKER RUCKER WEBER

AD

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ND

UM

RR

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.05 .25

0 20 40

SCALE IN FEET

SHEET KEYNOTES

A. EXISTING CANAL ROAD GATE, PROTECT IN PLACE.

B. 4" CLASS II AGGREGATE BASE WITH SEAL COAT PER SPECIFICATION SECTION

31 30 00. PROVIDE AT ALL EXISTING ROAD REPLACEMENT AREAS WHERE THE

EXISTING ALL WEATHER ROAD HAS BEEN REMOVED FOR BANK EXCAVATION.

FINISHED GRADE SHALL NOT EXCEED 8% MAX SLOPE AT ANY LOCATION.

COMPACT FINISHED SURFACE PER SPECIFICATION SECTION 31 30 00.

C. EXISTING CONCRETE LINER, SAW CUT AND REMOVE LINING AT ELEVATION OF

EXCAVATION DETERMINED BY CONTRACTOR.

D. PROVIDE MINIMUM 16-FT DRIVEABLE EARTH SURFACE IN AREAS WHERE

EXISTING BANK MATERIAL IS EXCAVATED. FINISHED GRADE OF DRIVEABLE

SURFACE SHALL NOT EXCEED 8% MAX SLOPE AT ANY LOCATION. COMPACT

FINISHED SURFACE PER SPECIFICATION SECTION 31 30 00.

E. DAYLIGHT EXCAVATION AT EXISTING EMBANKMENT SLOPE, TYPICAL BOTH

SIDES OF CANAL EMBANKMENT. WHERE THE APPROACH INTERSECTS THE

OUTSIDE CANAL EMBANKMENT CONSTRUCTION CONTINUE OUTSIDE SLOPE

AT 1.5:1 TO APPROACH RAMP EXCAVATION.

8% MAX

8% MAX

8% MAX

8% MAX

20.0'

MIN

B

VARIES

A

C

C

C

C

COUNTY ROW

G B

G B

G B

G B

G B

G B

G B

G B

A

A

A

FKC CONSTRUCTION CENTERLINE

EXISTING FKC CANAL CENTERLINE

GENERAL SHEET NOTES

1. THIS IS A TYPICAL GRADING PLAN THAT APPLIES TO ALL AREAS ALONG THE

EXISTING CANAL AND AT EXISTING ROAD CROSSINGS WHERE THE CONTRACTOR

CHOOSES TO REMOVE EXISTING BANK MATERIAL FOR CONSTRUCTION OF THE

NEW CANAL BANKS. THIS DOES NOT ONLY APPLY TO AREAS NEAR ROADS. THE

EXISTING CANAL O&M ROAD SHALL BE RESTORED AS SHOWN.

2. EXCAVATION LIMITS OF EXISTING BANK MATERIAL SHALL NOT BE LESS THAN THE

TYPICAL MINIMUM DISTANCES SHOWN FROM THE EXISTING CANAL BANK GATES

AND ROAD ROW.

3. REFER TO TYPICAL CANAL SECTION ON DRAWING GC-8 FOR FURTHER DETAILS

RELATED TO RESTORATION.

4. ALL COSTS FOR EXCAVATING THE EXISTING CANAL BANK MATERIAL AS BORROW

MATERIAL FOR THE NEW CANAL, INCLUDING RESTORATION OF EXISTING CANAL

O&M ROADS ALONG BOTH SIDES OF THE EXISTING CANAL SHALL BE INCLUDED IN

THE BID PRICE FOR THE NEW CANAL EMBANKMENT CONSTRUCTION. SEE

SPECIFICATION SECTION 01 29 00 MEASUREMENT AND PAYMENT FOR FURTHER

DETAILS.

B

D

E

D

E

E

E

EXISTING CANAL ROAD RAMP TRANSITION,

TYP AT ENDS OF ALL BANK REMOVAL ZONES

FINISHED GRADE AFTER

REMOVAL OF BANK MATERIAL

PAVEMENT

COUNTY ROW

A A

EXISTING BRIDGE (TYP)

EDGE OF PAVEMENT

B

A

INTERMEDIATE SECTION

SCALE: NOT TO SCALE

B

TYPICAL PROFILE

SCALE: NOT TO SCALE

A

E E

E

3.5%3.5%

EXIST

CANAL

Attachment 20 Amendment No. 0003

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