My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
C150115 Feasibility Study
CWCB
>
Loan Projects
>
DayForward
>
0001-1000
>
C150115 Feasibility Study
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/10/2011 9:40:26 AM
Creation date
7/2/2007 3:19:50 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C150115
Contractor Name
Riverside Ditch and Allen Extension Company, The
Contract Type
Loan
Water District
11
County
Chaffee
Bill Number
MC3
Loan Projects - Doc Type
Feasibility Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
73
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
<br /> <br />TRASH RACK DETAIL <br /> <br />/oI0TES: h--AQ, CQo.ccd:~.h ~:..:; . B h :sac.,,t:::.. m")( <br />z. All reinforcing Sfelh ae r dto. placM 12' c- C. in ~Mr <br />of was. .' . <br />3. Round cor~rs of enTronCI!!: .to pipe and place fi"/hts ;, <br />corners oTTer tOrms ore removed <br />l Pile ends con be miTerdi to ovoid addiTional forming. <br />5. Clear distance of reti1forcing sleel to otlk1ide fOce <br />(did side) or concrele 10 be 2'! <br />6. Weld z"x2"xi' angle Irons 6" long, of quadeI' poinTS, <br />4-" rroml!!:nd, on 5JI10ofh metal pipe to provide bond. <br />7. Vinimtlm heigh!. of /ill OYer pipe 1b be /hree reef. <br /> <br />'.' <br /> <br />.., <br /> <br />TRASH <br /> <br />~;.~ ~. <br /> <br />SECTIONAL ELEVATION A-A <br />TRASH RACK NOT SHOWN <br /> <br /> <br />AND <br /> <br />TABLE OF .QUANTITIES <br />DIMENSIONS' FOR DIFFERENT PIPES <br />PIPE - DIMENSIONS ,oJ/,- COH- <br />OIA. A 8 C D STEEL ClUTE' <br />LB. cu. yo. <br />16/1 2'-6" Z'-3Q 4'-66 1'_6" 259.5 3.67 <br />18' 2'-6" 2'-3" 4'-6" 1'_6' 259.5 3.67 <br />20' 2'-9" 2'-6' 4-9' l'-gQ 261.53.78 <br />zr 2'-9" 2'-6" 4-'-9" 1'_9. 261.5 3.76 <br />22' 3'-0" 2'-9' 5 _(}N :2 -0" 264.5 3.88 <br />24" 3'-0/1 2'-9" 5'-(J"; 2'-0" 264.5 3.134 <br /> <br />NOTE: Total sTruclural sleel =118 Ibs. <br /> <br />....K$LIIICOO'. .'M.M. <br /> <br />l <br />1 <br />I <br />! <br />! <br /> <br />ISOMETRIC VIEW <br /> <br />, <br />\ll <br />,. <br />\g <br /> <br /> <br />, <br />l: <br />'~ <br /> <br />, <br />'0 <br />I <br />\g <br />Iii! <br />-. <br />\g <br /> <br />"tI <br />-. <br />l\l <br /> <br />Weld all bar~ <br />to pla!e. <br />Plole, 6'1<i; <br />3'-0" long. <br /> <br />CONCRETE SIPHON INLET AND <br />OUTLET FOR 16" TO 24- OIA PIPES <br /> <br />U. 8. DEPARTMENT OF AGBICULTUBB <br />SOIL CONSERVATION SERVICE <br /> <br /> <br />5,0 -19,000. 35-2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.