Attachment_34_Amendment_No__0005_0005.pdf
PDF 2 MB Posted
- Attached to
- FKC Middle Reach Capacity Correction Project Phase Federal contract opportunity
- Solicitation number
- 140R2020R0009
About this file
This document package includes engineering drawings and survey control data for the Friant-Kern Canal Middle Reach Capacity Correction Project Phase 1, as well as details of the related federal solicitation. The engineering drawings depict project maps, survey control points, and staging areas for construction of canal lining raises, parallel canals, tie-ins, and associated infrastructure. Survey control was performed using NAD83 and NAVD88 datums. The related federal solicitation seeks bids for the Friant-Kern Canal Middle Reach Capacity Correction Project Phase 1, as identified by solicitation number 140R2020R0009 issued by the Bureau of Reclamation within the Department of the Interior. No further details are provided on required products or services, response dates, or other procurement requirements.
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Text version
GPS1
GPS2
GPS3
GPS4
GPS5
GPS6
CP 1
CP 2
CP 3
CP 4
CP 5
CP 6
CP 7
CP 8
CP 9
CP 10
CP 11
CP 12
CP 13
CP 14
CP 15 CP 16
CP 17
CP 18
CP 19
CP 20 CP 21
CP 22
CP 23
CP 24
CP 25
CP 26
CP 27
CP 28CP 29
CP 30
CP 31
CP 32
CP 33
CP 34
Project No.:
Scale:
Revision:
Drawing No.
Title Dsgn. Chkd. YYYY.MM.DDDwn.
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File Name: FKC_G-03
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184031016
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Sheet: of 203
TULARE
TIPTON
PIXLEY
EARLIMART
DELANO
WHITERIVER
CHECK
DEER CREEK CHECK
TULE RIVER CHECK
STRATHMORE
AVENUE 56
DUCOR
TERRA
BELLA
LAKE WOOLLOMES CHECK
TULARE COUNTY
KERN COUNTY
PORTERVILLE
LAKE SUCCESS
LINDSAY
G-3
PROJECT MAPS AND
SURVEY CONTROL
1" = 10000'
A. XIA R. RUCKERW. WEBER
FRAZIER HWY
E TERRA BELLA AVE
R O
A
R O
R O
BORROW AREA (150 ACRES)
S E
G M
E N
T
C A
N A
L
L I N
I N
G
R
A I S
E
S E
G M
E N
T B
C A
N A
L
L I N
I N
G
R
A I S
E
VICINITY MAP
PROJECT LIMIT
GC-14
G-13
STA 4774+21
TULE RIVER
CHECK STRUCTURE
DEER CREEK
CHECK STRUCTURE
WHITE RIVER
CHECK STRUCTURE
PROJECT SURVEY CONTROL POINTS
POINT ID NORTHING EASTING ELEVATION DESCRIPTION
GPS1 1943761.311 6544355.64 420.86 MAG NAIL & TOWILL CONTROL WASHER
GPS2 1912516.188 6536876.85 406.68 1"IP W/TOWILL CONTROL PLUG
GPS3 1875141.031 6530085.709 403.47 3 1/2" USBR BRASS DISK
GPS4 1843869.879 6516652.809 406.39
1 1/2" ALUM.CAP & 5/8"REBAR STAMPED "TOWILL
INC. CONTROL POINT"
GPS5 1812143.487 6508719.828 407.19
1 1/2" ALUM.CAP & 5/8"REBAR STAMPED "TOWILL
INC. CONTROL POINT"
GPS6 1783236.302 6507505.041 407.38 2 1/2" BRASS DISK W/PUNCH
CP 1 1944014.718 6543102.26 410.53 MAG NAIL & TOWILL CONTROL WASHER
CP 2 1941383.914 6546612.634 425.21 MAG NAIL & TOWILL CONTROL WASHER
CP 3 1934746.449 6545112.482 410.50 MAG NAIL & TOWILL CONTROL WASHER
CP 4 1928111.075 6544831.756 417.90 MAG NAIL & TOWILL CONTROL WASHER
CP 5 1921586.083 6543032.423 405.68 MAG NAIL & TOWILL CONTROL WASHER
CP 6 1921518.595 6545838.672 412.41 MAG NAIL & TOWILL CONTROL WASHER
CP 7 1914975.903 6539446.001 409.24 MAG NAIL & TOWILL CONTROL WASHER
CP 8 1907104.381 6531676.595 399.64 MAG NAIL & TOWILL CONTROL WASHER
CP 9 1899915.151 6535387.629 408.13 MAG NAIL & TOWILL CONTROL WASHER
CP 10 1891555.523 6537996.3 418.39 MAG NAIL & TOWILL CONTROL WASHER
CP 11 1891233.022 6530867.795 394.00 MAG NAIL & TOWILL CONTROL WASHER
CP 12 1885950.378 6533281.945 404.32 MAG NAIL & TOWILL CONTROL WASHER
CP 13 1880701.784 6529813.276 404.11 MAG NAIL & TOWILL CONTROL WASHER
CP 14 1874975.774 6529935.296 401.21 MAG NAIL & TOWILL CONTROL WASHER
CP 15 1870152.735 6528868.829 394.21 MAG NAIL & TOWILL CONTROL WASHER
CP 16 1870125.819 6532886.179 412.21 MAG NAIL & TOWILL CONTROL WASHER
CP 17 1864842.785 6529988.439 408.59 MAG NAIL & TOWILL CONTROL WASHER
CP 18 1862242.591 6523515.175 391.74 MAG NAIL & TOWILL CONTROL WASHER
CP 19 1856951.715 6520995.709 397.89 MAG NAIL & TOWILL CONTROL WASHER
CP 20 1851680.968 6517762.88 389.80 MAG NAIL & TOWILL CONTROL WASHER
CP 21 1851646.432 6520909.656 402.93 MAG NAIL & TOWILL CONTROL WASHER
CP 22 1846493.688 6517338.557 395.43 MAG NAIL & TOWILL CONTROL WASHER
CP 23 1838508.934 6518973.88 415.64 60D SPIKE & TOWILL CONTROL WASHER
CP 24 1833348.811 6513724.079 403.39 MAG NAIL & TOWILL CONTROL WASHER
CP 25 1828064.424 6517123.427 408.80 MAG NAIL & TOWILL CONTROL WASHER
CP 26 1822666.15 6513909.425 402.11 MAG NAIL & TOWILL CONTROL WASHER
CP 27 1817492.03 6511686.345 406.15 MAG NAIL & TOWILL CONTROL WASHER
CP 28 1812232.732 6514817.046 433.22 MAG NAIL & TOWILL CONTROL WASHER
CP 29 1812231.334 6507962.761 399.48 MAG NAIL & TOWILL CONTROL WASHER
CP 30 1806787.23 6511333.869 423.57 MAG NAIL & TOWILL CONTROL WASHER
CP 31 1798981.312 6512603.333 419.59 MAG NAIL & TOWILL CONTROL WASHER
CP 32 1791055.723 6507407.885 406.59 MAG NAIL & TOWILL CONTROL WASHER
CP 33 1783128.284 6510544.879 411.59 MAG NAIL & TOWILL CONTROL WASHER
AVE 16
PROJECT LIMIT
STA 6432+89
S E
G M
E N
T A
P A
R A
L L E
L
C A
N A
L
9.5 ACRE STAGING AREA
G-13
1.0 ACRE STAGING AREA
G-12
14.26 ACRE STAGING AREA
SURVEY AND CONTROL NOTES
1. HORIZONTAL DATUM: NAD 83, CSRC 2011 EPOCH, CA ZONE 4
2. VERTICAL DATUM: NAVD 88
3. LAND AND AERIAL SURVEYS PERFORMED BY TOWILL INC. ON JULY 7TH
4. CONTROL POINTS NOT SHOWN ARE LOCATED OUTSIDE THE LIMITS OF THE
MAP.
GENERAL NOTES
1. 150 ACRE PARCEL OWNED BY TERRA BELLA IRRIGATION DISTRICT (TBID) HAS
BEEN ENVIRONMENTALLY CLEARED FOR USE ON THE PROJECT AS A
CONSTRUCTION STAGING AREA. THE CONTRACTOR MAY COORDINATE WITH
THE COR TO NEGOTIATE USE OF THE PARCEL FOR CONSTRUCTION STAGING.
2. USBR ROW, INCLUDING STAGING AREAS SHOWN, HAVE BEEN
ENVIRONMENTALLY CLEARED FOR CONTRACTOR'S USE. THE CONTRACTOR
MAY ALSO USE OTHER LANDS WITHIN USBR ROW AS NEEDED FOR STAGING OF
MATERIALS. THE CONTRACTOR SHALL COORDINATE USE OF STAGING AREAS
WITH COR.
POTENTIAL TBID STAGING
AREA (150 ACRES)
SEE NOTE 1
SCALE IN FEET
10000 20000
AVENUE 208
RAISED LINER
AVENUE 152
OLIVE AVE
AVENUE 144
AVENUE 136
AVENUE 128
AVE 112
AVE 96
AVENUE 88
AVENUE 80
AVE 192 SIPHON
AVENUE 48
AVENUE 40
AVENUE 32
AVENUE 24
AVENUE 16
AVENUE 8
AVENUE 0
WOOLLOMES AVENUE
S E
G M
E N
T
P A
R A
L L E
L
C
A N
A L
S E
G M
E N
T
P A
R A
L L E
L
C
A N
A L
PROJECT LIMIT
STA 5308+52
AVENUE 136 TIE-IN
PROJECT LIMIT
STA 5854+38
AVENUE 64 TIE-IN
AVENUE 64
AM
EN
DM
EN
T #
AX
M C
.0 6.
G-12
5.09 ACRE STAGING AREA
G-12
3.93 ACRE STAGING AREA
Attachment 34 Amendment No. 0005
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
AutoCAD SHX Text
SACRAMENTO
AutoCAD SHX Text
FRESNO
AutoCAD SHX Text
BAKERSFIELD
AutoCAD SHX Text
PROJECT AREA
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