Attachment_36_Amendment_No__0005_0005.pdf

PARALLEL CANAL TYPICAL SECTION

SEGMENTS 2, 3, AND 4A

SCALE: NOT TO SCALE

SHEET KEYNOTES

A. COMPACTED EMBANKMENT PER SPECIFICATION SECTION 31 30 00.

B. EXISTING CONCRETE LINER @ 1

TO 1. SAW CUT AND REMOVE LINING AT ELEVATION OF

ORIGINAL GROUND TO ACCESS BANK MATERIAL AFTER PARALLEL CANAL IS OPERATIONAL

AND EXISTING CANAL IS DECOMMISSIONED, REFER TO DWG CD-1 FOR ADDITIONAL

REQUIREMENTS.

C. INSIDE BANK ZONE: IF EXISTING BANK MATERIAL IS USED AS A BORROW SOURCE, A

TEMPORARY BENCH SHALL REMAIN DURING OPERATION OF EXISTING CANAL. MATERIAL

TO BE REMOVED TO ESTIMATED ORIGINAL GROUND ELEVATION AFTER PARALLEL CANAL

BECOMES OPERATIONAL AND EXISTING CANAL IS DECOMMISIONED.

D. TRAPEZOIDAL DITCH FOR DRAINAGE EAST SIDE OF CANAL ONLY.

E. OUTSIDE BANK ZONE 2: CONTRACTOR MAY USE EXISTING CANAL BANK MATERIAL AS A

BORROW SOURCE. IF USED, EXCAVATE EXISTING CANAL EMBANKMENT TO ORIGINAL

GROUND. SEE SPECIFICATION SECTION 01 14 00 CONSTRUCTION CONSTRAINTS AND

SEQUENCING FOR LIMITS AND TIMING RELATED TO USE OF CANAL BANK MATERIAL FOR

CONSTRUCTION OF NEW CANAL BANKS.

F. 4" GRAVEL BASE WITH SEAL COAT CANAL RIGHT BANK UNLESS NOTED OTHERWISE PER

SPECIFICATION SECTION 31 30 00.

G. EXISTING GRADE SHOWN REPRESENTS GROUND SURFACE ELEVATION SURVEYED IN 2018.

PREPARE EMBANKMENT SUBGRADE PER SPECIFICATION SECTION 31 30 00.

H. PLANNED SUBSIDENCE BANK TRANSITIONS CONSIST OF VERTICAL TRANSITIONS IN THE

EMBANKMENT HEIGHT, SEE PLAN AND PROFILE DRAWINGS FOR TRANSITION LOCATIONS.

I. OUTSIDE BANK ZONE 1: REGARDLESS OF BORROW SOURCE, THE CONTRACTOR SHALL

EXCAVATE AND RECOMPACT ALL MATERIAL ABOVE THE ORIGINAL GRADE WITHIN THE

FOOTPRINT OF THE CONSTRUCTED CANAL EMBANKMENT.

J. THE CONTRACTOR SHALL REPLACE CANAL O&M PAVING WHERE REMOVED FOR USE OF

BANK MATERIAL, REFER TO DWG GC-15 FOR ADDITIONAL REQUIREMENTS. REPLACEMENT

ROAD SHALL BE 12-FT WIDE WITH 4" GRAVEL BASE AND SEAL COAT PER SPECIFICATION

SECTION 31 30 00.

K. CONTRACTOR SHALL REPLACE DRIVEABLE EARTH SURFACE WHERE REMOVED FOR USE

OF BANK MATERIAL. REFER TO DWG GC-15 FOR ADDITIONAL REQUIREMENTS.

L. IN SOME LOCATIONS, THERE IS AN OVERLAP BETWEEN THE AREAS DESCRIBED IN

KEYNOTE I AND KEYNOTE C. IT IS ACCEPTABLE TO LEAVE THE EXISTING MATERIAL IN

PLACE, AND THE COMPACTED EMBANKMENT CAN BE PLACED AGAINST THE EXISTING

EMBANKMENT IN THESE AREAS. PLACEMENT SHALL BE IN ACCORDANCE WITH SECTION 31

30 00 EARTHWORK, PARAGRAPH 3.2.C BENCHING. THE CONTRACTOR SHALL PROVIDE

SURVEY STAKES AT THE TOE OF THE SLOPE FOR THE NEW EMBANKMENT CATCH POINT

PRIOR TO BEGINNING WORK TO ALLOW THE COR TO IDENTIFY THE AMOUNT OF THE

OVERLAP BETWEEN EXISTING AND NEW EMBANKMENTS AND TO ENSURE OVERLAP AREAS

ARE BENCHED PROPERLY.

TABLE I - CANAL DIMENSIONS AND HYDRAULIC PROPERTIES

STATION LENGTH AREA (A) VELOCITY (V) MAX FLOW

(Qm)

MANNING'S

COEFFICIEN

T (n) SLOPE (s) BOTTOM

WIDTH (b)

MAX

FLOW

DEPTH

(dm)

LINING

HEIGHT

(H)

SIDE SLOPE

(s:s)

HYDRAULIC

RADIUS (r)

WETTED

PERIMETER

(wp)

TOP WIDTH

(tw)

SEGMENT SURFACE IMPROVEMENT BEGIN END (FT) (SQ FT) (FT/S) (CFS) - (FT/FT) (FT) (FT) (FT) (FT) (FT) (FT) (FT)

5TH AVE CHECK 4774+21

1* LINING RAISE 4774+21 5166+36 39,215 976.39 4.61 4500 0.014 0.000082 36 17.04 17.3 1.25:1 10.78 90.55 78.60

TULE RIVER CHECK AND SIPHON 5166+36 5171+35 499 4000

2 CONCRETE BYPASS CANAL 5171+28 5284+00 11,272 1121.63 3.57 4000 0.016 0.00006 24 20.25 22.37 1.5:1 10.16 87.56 76.89

2 CONCRETE BYPASS CANAL 5284+00 5294+00 1,000 1121.63 3.57 4000 0.016 0.00006 24 20.25 22.37 1.5:1 10.16 87.56 76.89

2 CONCRETE BYPASS CANAL 5294+00 5492+00 19,800 1121.63 3.57 4000 0.016 0.00006 24 20.25 23.37 1.5:1 10.16 87.56 76.89

2 CONCRETE BYPASS CANAL 5492+00 5502+00 1,000 1121.63 3.57 4000 0.016 0.00006 24 20.25 23.37 1.5:1 10.16 87.56 76.89

2 CONCRETE BYPASS CANAL 5502+00 5537+65 3,565 1121.63 3.57 4000 0.016 0.00006 24 20.25 26.37 1.5:1 10.16 87.56 76.89

DEER CREEK CHECK AND SIPHON 5537+65 5541+62 397 4000

3 CONCRETE BYPASS CANAL 5541+62 5611+00 6,938 1121.63 3.57 4000 0.016 0.00006 24 20.25 26.37 1.5:1 10.16 87.56 76.89

3 CONCRETE BYPASS CANAL 5611+00 5621+00 1,000 1121.63 3.57 4000 0.016 0.00006 24 20.25 25.37 1.5:1 10.16 87.56 76.89

3 CONCRETE BYPASS CANAL 5621+00 5875+00 25,400 1121.63 3.57 4000 0.016 0.00006 24 20.25 25.37 1.5:1 10.16 87.56 76.89

3 CONCRETE BYPASS CANAL 5875+00 5885+00 1,000 1121.63 3.57 4000 0.016 0.00006 24 20.25 24.37 1.5:1 10.16 87.56 76.89

3 CONCRETE BYPASS CANAL 5885+00 6024+00 13,900 1121.63 3.57 4000 0.016 0.00006 24 20.25 24.37 1.5:1 10.16 87.56 76.89

3 CONCRETE BYPASS CANAL 6024+00 6034+00 1,000 1121.63 3.57 4000 0.016 0.00006 24 20.25 23.37 1.5:1 10.16 87.56 76.89

3 CONCRETE BYPASS CANAL 6034+00 6082+97 4,897 1121.63 3.57 4000 0.016 0.00006 24 20.25 23.37 1.5:1 10.16 87.56 76.89

WHITE RIVER CHECK AND SIPHON 6082+97 6086+14 318 3500

4A CONCRETE BYPASS CANAL 6086+14 6090+00 386 776.98 3.22 3500 0.016 0.00006 24 18.99 22.07 1.5:1 9.46 82.14 72.37

4A CONCRETE BYPASS CANAL 6090+00 6100+00 1,000 776.98 3.22 3500 0.016 0.00006 24 18.99 21.07 1.5:1 9.46 82.14 72.37

4A CONCRETE BYPASS CANAL 6100+00 6181+54 8,154 776.98 3.22 3500 0.016 0.00006 24 18.99 21.07 1.5:1 9.46 82.14 72.37

4B* CONCRETE LINING RAISE 6181+54 6438+78 25,724 888.72 3.94 3502 0.014 0.00006 30 17.24 17.5 1.25:1 10.43 85.19 73.10

4C* EARTH NONE 6438+78 6530+61 9,183 1207.73 2.90 3502 0.020 0.000055 40 17.22 NA 2:01 11.02 117.01 108.8

WOOLLOMES CHECK 6530+92

* PROPERTIES SHOWN ARE FROM ORIGINAL CANAL DESIGN

EXISTING GRADE

GC-8

TYPICAL CANAL

SECTIONS - 2

C. RIPPLER. RUCKERW. WEBER

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SCALE: NOT TO SCALE

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Attachment 36 Amendment No. 0005

AutoCAD SHX Text C77436

AutoCAD SHX Text C66888