My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
H045 - H060
PublicWorks
>
VAULT MAPS
>
Large Plans - LP
>
Drawer H
>
H001 thru H142
>
H045 - H060
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/8/2016 3:11:08 PM
Creation date
1/22/2016 1:46:25 PM
Metadata
Fields
Template:
Improvement Plans
Supplemental fields
DocCategory
Improvement Plans
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
LIST OF PROPOSED CULVERTS <br /> ww <br /> EXISTING PROPOSED C. M. P" ` H�DW LS W o 3 <br /> T �� o Z ; ` W REMARKS <br /> HENRY_B STRUCTURE PLACE 12" 18" 24" 3e 48" 54" :2 CO ' -J o J <br /> -Rt ge <br /> L.F. L.F. L.F. LF. L.F. L.F. . C.X LOS• Y. C.Y. EA. <br /> DCC BOX CULVERT 11.7 REMOVE & USE AS RIPRAP AT STA.36+20 AS DIRECTED BY ENGINEER <br /> 8.gg 18"x44' C.M.P 44 9.5 6.6 125.0 2 16 X-DR. F. & I. 18"x 44' C.M.P. <br /> 16+05 IO"x IV C.M.P. 16' REMOVE & SALVAGE EXISTING 10"xIV C.M.P. <br /> 12"x 24' CM.P. 24 126.4 16 S.DR. F. & I. 12" x 24' C.M.P. 25' RT <br /> 24+60 10"x 16'CM.P 16' REMOVE & SALVAGE EXISTING V1,16' C.M.P. <br /> 12" 124' C.M.P. 24 128.8 16 S.DR. F. & I. 12" x 24' C.M.P. 25' RT. <br /> X-DR. <br /> 36+20 54"=1817 C.M.D. 180 100 50.5 116.0 2 10 24"SKEW F.&I. 54'x180' C.M.P. EXCAVATE CHANNEL TO GRADE 1501T. &RT. <br /> 40+25 12"x 24 C.M.P 24 130.4 16 S.DR. F.&I. 121114: C.M.P. 25'RT <br /> 0+40 12"x60'PMPIPE 60 REMOVE 12"x60' P.C.C.PIPE <br /> 12"x60'R.C.P.PIPE REPLACE WITH 12"x60'R.C.P. EXTRA STRENGTH 30'DT. &J. <br /> WOOD BRIDGE REMOVE EXISTING WOOD BRIDGE <br /> 52*86 2-48' 45' C.M.D. 90 6.54 154 66.3 33.8 130.5 2 12 X-DR. F X51. 2-4"8"x45' C.M.P. '& CONSTRUCT 2 STD. HDMfLS <br /> 56+20 12"x 26C.M.P. 20' " R. & S. 12"x 20' C.M.P. <br /> 18x44C.M.D. 44 9.5 6.6 136.0 2 16 X-DR. E G I. IT%44 C.M.P. <br /> 63+32 12" x 20' C.M.P. 20' R. & S. 12'% 20' C.M.P. <br /> ITx46' C.M.P. 46 9.9 6.9 141.5 2 16 X-DR. F. & I. IT x 46' C.M.P. <br /> 65+96 12" x 20' CM.P. 20' R.& S. 12x20 ' C.M.P. <br /> 18"x46' C.M.P. 46 9.9 6.9 141.5 2 16 X-DR. F & I. 18 x46 CM.P. <br /> 71 +56 <br /> 12' x 20'C.M.P. 26 R. & S. 12"x 20' C.M.P. <br /> 20' IRON PIPE REMOVE 291, <br /> 20' IRON PIPE <br /> 71 +87 12"x 24'C.M.P. 24 141.8 S.DR. F 6 I. 12"x24' C.M.P. 25' RT. <br /> 75+66 127x20' CMD 26 R.& S. 12"x 20' C.M.P. <br /> IT 15d C.M.P• 50 10.7 7.4 140.5 2 16 X-DR. F. & I. 18"X50' C.M.P. <br /> 98+69 2-wx40'C.MP 80 I7.2 12.0 145.5 4 16 S.DR. F. & I. 2-18'x40' C.M.P. 46 RT. & LT. <br /> 100+10 12"x 24' C.M.P. 24 R.& S. 12"x 24' CM.P. <br /> 18"x 50'C.M.P. 50 10.7 7.4 144.5 2 16 X-DR. E & I. 18"x50' C.M.P. <br /> 107 +25 12" x 20' C.M.P. 20' R.& S. 124x 20' C.M.P. <br /> 18"x 44' C.M.P. 44 9.5 6.6 147.5 2 16 X-DR. F. & I. 18"x44' C.M.P. <br /> 116+ 10 12"x 24'C.M.P. 24' R.6 S. 12" x 24' C.M.P. <br /> 18"x44! C.M.P. 44 9.5 6.6 145.5 2 16 X-DR. F. & I. 18"x 44' C.M.P. <br /> 120+36 124x 24'C.M.P. 24' R.&S. I2"x 24' C.M.P. <br /> 18"x 44'C.M.P. 44 9.5 6.6 143.5 2 16 X-DR. F. 91. 18"x 44' C.M.P. <br /> 173+30 12"x 24'CMA. 24' R.&S. 12" x 24' C.M.P. <br /> 18"44' C.M.P. 44 9.5 6.6 142.0 2 16 X-DR. F. & 1 . 18" x 44' C.M.P. <br /> "x21'P.C.0 PIPE 63' REMOVE EXISTIN6 H'DW'LS AND USE AS RIPRAP AS DIRECTED BY <br /> 3-36 <br /> In+69 5'0 ENGINEER. R.&S. 3-36 21 RCL. PIPE <br /> 2-48"x 46' C.M.P. 92 6.54 154 67.3 34.1 133.0 2 12 X-DR. F.& 1. 2-488x46' C.M.P. & CONSTRUCT 2 STD. H'DW'LS <br /> 154+64 2-12"x 24' C.M.P. 48 147.2 16 S.DR. F. &L 2-12"x 24' C.M.P. 25' RT. & LT. <br /> 158+59 2-12"x3O'P.CC. PIPE 60' R.& S. 2-12"x30' P.C.C. PIPE <br /> 24" x 44'CM.P. 44 13.4 8.3 140.5 2 16 X-DR. F. & I. 24" x44,' C.M.P. <br /> 168+16 <br /> 140"26,C.M P. 26' R. & S. 14"x 26' C.M.P. <br /> 18" x50'C.M.P. 50 10.7 7.4 136.0 2 16 X-DR. F & 1. 18"x 50' CM.P. <br /> 174+41 12"x 27'C.M.P. 27' R. & S. 12" x 27' C.M.P. <br /> 24"x 46' C.M.P. 46 14.1 8.8 133.0 2 16 X-DR. F. & I. 24" x 46' C.M.P. <br /> 3-36'x22'P.CGPIPE 66' 8.2 REMOVE EXISTING H'DW'L AND USE AS RIPRAP AS DIRECTED BY <br /> 197+73 2-48"x46' C.M.P. 92 6.54 154 67.3 34.1 124.0 2 12 X-DR. ENGINEER. R.& S. 3-36"x22' P.C.C. PIPE <br /> F6 I. 2-48"x46' C.M.P. & CONSTRUCT 2 STD. H'DW'LS <br /> 2-36"x23'P.C.C.PIPE 46' 3.4 REMOVE <br /> EM ENSERREXISTING '36 "S23NPUSEPIAS RIPRAP AS DIRECTED BY <br /> 232+32 48"x 58' C.M.P. 58 2.43 52 36.1 15.8 129.0 2 12 X-DR. <br /> IPE <br /> F.&1.48"x 58' C.M.P. (371T. 8 21'RT) & CONSTRUCT ISTD. H'DW'L (RT.) <br /> r <br /> 24"K30' T.CC.PIPE 30' R.&S. 24"x30' T.C.C. PIPE <br /> 242+ 26 480x3YC.M.P. 30 5.0 130.8 12 S.DR. F.&I. 48'x30' C.M.P. 411T. <br /> 242+26 36" x 16' C.M.P. 16' R.& S. 36"x16' C.M.P. <br /> 36"x 24' C.M.P. 24 4.6 130.8 14 S. DR. F. & I. 36" x 24' C.M.P. 73.5' LT. <br /> 2-36"x22'P.C.C.PIPE 44' 4.4 REMOVE EXISTING HTW'LS AND USE AS RIPRAP AS DIRECTED BY <br /> 249+34 48"x 58'C.M.P. 58 2.43 52 36.1 15.8 134.6 2 12 X-DR. ENGINEER. R.&S. 2-364x 22' P.C.C.PIPE <br /> F.&I. 48"x58' C.M.P. (36'LT. B 22' RT.) & CONSTRUCT ISTD. HlIV'L (RTS <br /> 249+50 P.C.C. IRRIGATION <br /> STRUCTURE 4.32 141 CONSTRUCT CONCRETE IRRIGATION STRUCTURE AS SHOWN ON DWG: <br /> 250+00 P.C.C. IRR16ATIDNCONSTRUCT CONCRETE IRRIGATION STRUCTURE AS SHOWN ON DWG. <br /> STRUCTURE 3.66 108 <br /> 260+15 36'x 24'C.M.P. 24 4.0 S.DR. F.9 I. 36" x 24' C.M.P. (INSTALL AS DIRECTED BY ENGINEER) <br /> 28+25 12"x 24' C.M.P. 24 126.5 S.DR- F.&I. 12'x 24' C.M.P. 25' RT. <br /> 34+50 12%24'C.MY 24 S. DR. F& I. 12'x 24' 0AP <br /> t <br /> 'tel <br /> A <br /> i <br /> W <br /> i o <br /> co) � <br /> A <br /> TOTAL 192 632 44 48' 420 180' 32.7 32.46 815 526.7 302.4 42 <br /> i <br />
The URL can be used to link to this page
Your browser does not support the video tag.