My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SP591 - SP598
PublicWorks
>
VAULT MAPS
>
Small Plans - SP
>
SP0397 - SP0633
>
SP591 - SP598
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/15/2024 3:49:01 PM
Creation date
1/22/2016 11:42:54 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Walnut Grove Road Resurfacing
Limits
Sacramento County Line to Blossom Road
Year
1984
Project Engineer
Larry Violett
Roads Worked
Walnut Grove Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP591 - SP598
Type
Resurfacing
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
9
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
i <br /> R.4'D.existiny CanC. Sig, o/foundotion. IU <br /> Re%eoteexisti;?y siynofstd. on new P.C.C. (Non-Reinforced) Q <br /> foundition(3010 x 5') opprox. 5'eost and /.5 i7orfh of v <br /> /0 OX/0"x 5'4"D.F. Posts exisfin9 /ocoti0n. (SR FS-6J) Z' <br /> Hinge Pant OPEmbonkmeat <br /> C 8"x8"D.F. Blocks t /o"x/0"x54"D.FPostsf 8"x 8" (Eorthwork-Misc.Areos)(rype2) .^ <br /> 3'-/f*"C-C(Typ-) v D.F Blocks a 3'-/yt"C-C(ryp.) W <br /> Existin ote control%r 6"X8"D.fPosts e'Blocks <br /> 9 9 Terminol Section " N I W <br /> to reinoin k7 p/oce. (type ,q) 3 -/yz C-C (T.yp• ) * h <br /> W/2 x 79 Steel Past (S.P. A77-CW) s N � <br /> /2'-G"M.8.6.R. 6L3" 6'3" Cp <br /> 24"m x 5'e.I.D.H. R=5' O <br /> - -- - -- <br /> Conc. Footing (Typ.) © 0.j /2'-6"M.B.G.R. � � � _...... ..._ .._ <br /> .......- ...-.... <br /> (S.P. A79-D) _ ,Q:/0' 62'- 6"M.S.G.R. <br /> �2•� R.4D. existing P.C.C. h (SP. A77-CW) (ryp.) <br /> i fi//ed pipes. `o R.4`D.exist.A.C. Dike <br /> I Existing Bridye h P/oce L.F. 0.17 A.C. Dike <br /> Abutment _ _ Wo/nut Grove Rood S.P. A73 <br /> /100 +So <br /> _ A4'D.exist. A.C. Oike <br /> End Section � 2' h P/ocev /00 L.F. O•/7'A.C.Dike <br /> (S P A79-C)(rya.J..... L62=6"M.6.G.R. <br /> 4.1 <br /> .......... <br /> MA 19 <br /> Const <br /> Limits oP C/eorin and Grubbin (S.P. A77-CW) m <br /> R=5' <br /> Eorthwork (Misc. Areos)(rype 2) I — 7 Q q <br /> I \, <br /> O v <br /> 0./7'A.C. Dike M.8.6.R. Hihye Point op Embonkment 'tJ .0 <br /> I Von _ 6 _ % (Edrthwork-M8 c.Are Coble Anchor Assembly Termino/Sec tion tL <br /> (Type 2) A (Breokowoy, type A) (Type C) <br /> (S.RA 7 7-E)(Typicol) (S.P. A77-E) n <br /> „ <br /> C <br /> 0 <br /> m 0.10'A.C.Ocru/ay a Borrow V <br /> z V <br /> 3 Existing Roodwoy ^ Note: The Controctor s o// 1&r17isb o f'/agmon Le his expense, <br /> m far the durotion 0,-" time thot /he s/9no/ of sto. /*57± <br /> /s shut down for re/ocotion. <br /> CSECT/ON A -A \ Conform <br /> �`. D (Typicol Bo* sides) � '•` Bridge Aporooch Rollin <br /> (Eost) <br /> sto. /tsot to sto 2+so (Lt.J - Wo/nut Grove Rood L& No. Fork Moke/umne River <br /> Sto. /s75t to Sta 2*75(Rt.) <br /> o COUNTY OF SAN J OAQ U I N NO SCALE BR1,06E APPROACH WALNUT GROVE ROAD Sheet7No.RAILING DETAIL Socromento Co. Line to BlossomRood 6 o <br /> Drawn By Date Project Engineer Date Checked By l Reco mended By Date Deputy Director Date <br /> cuvs• QL ,Po/ Diho . 84 • Q <br />
The URL can be used to link to this page
Your browser does not support the video tag.