My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
S392 - S404A
PublicWorks
>
VAULT MAPS
>
Large Plans - LP
>
Drawer S
>
S322 thru S431
>
S392 - S404A
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/8/2016 3:37:28 PM
Creation date
1/22/2016 8:24:17 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.
/
26
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
`T . .... .. ......... ... ......... <br /> il IL- B F11 <br /> ............ ... ... .............. <br /> S E <br /> ..................... ............ - <br /> 50 <br /> ............... <br /> ............ .......... ................... .................... .......... <br /> 0. <br /> Construction <br /> Adjust Exist. M. H. to grade ry <br /> Suey (SIT56'E) <br /> Connect to Exist. <br /> (typical of 4) Sta. 10+75, 45' Lt. <br /> Install 15 L.F. of <br /> C <br /> Connect to Exist. 12"0 Alt. Dr. Pipe <br /> _J <br /> Sta. 6+47, 45' Lt. Const. S.D.I. (Typel) Const. S ypel) <br /> 8+�D.I. �T <br /> Sta. 6+47, 33.5' (Lt.) Sta. 0, 33.5' (Lt.) <br /> Install 15 L.F. of Const. S.D.I. (Typel) <br /> Connect to exist. Roof Drain 0 <br /> Z <br /> La <br /> In <br /> 24 LY� of Install 2$ L.F:. of Sta. 10+75, 33.5' (Lt.) <br /> Sta. 4+48, 45' (Lt.) 12"0 Alt. Dr. Pipe <br /> Clean existing S.D.I.N12"0 Alt. Dr�Pipe 2 0 Alt.� Dr. lPipe Install 24 L.F. of <br /> ........... _nl E:�_ TV <br /> Install 35 L.F. of F.L. 10.2 4 <br /> to remain in place 19.6 12"0 Alt. Dr. Pipe 0 <br /> BENCH MARK <br /> 12"0 Alt. Dr. Pipe Inv. 16.24 0 <br /> earl I3(> L.F. ,storm drain F.L. 19.69 + <br /> Chiseled "0" on Inv. 16.70, <br /> exist <br /> remain Inv. 16.90 <br /> in pi W <br /> 1pq A aee� <br /> Conc. Slab <br /> 2 Elev <br /> 21 .66 <br /> R. & D. exist. S.D.I. <br /> + 0 <br /> �!S <br /> + P <br /> Co lug end.N. of pipe <br /> +1+ <br /> .. ...... ....... <br /> //----- ----- ------- 4- <br /> f ...11 'e,. .... ............. ... ...... .... ........ <br /> ............ <br /> N, ♦ ------ <br /> ----------- ------<�8" S ----------- -------- ------ <br /> ------- 8 SJ ----------- --------------------------------- <br /> -------------< 8" S <br /> 8 S S -- ------------------- 7 <br /> =D= . ...... ............ <br /> J, 1-64- <br /> ----------< M ---------- <br /> ................. ......... <br /> ......................... ............. .. ............ .............. ............. .......... <br /> - 116, <br /> V, Dh ( 18 18.. ._D <br /> 15 D <br /> 18 J 11 <br /> D I - - - - L L <br /> 8 C� 00 t <br /> 41- <br /> t6 9 11 +00 <br /> 3 6 7 8 10+00 <br /> 11 4 5 <br /> 2 <br /> .......... <br /> ................ "A" <br /> ..... ..... .... .. . ... .. ...... ... <br /> .7 7_� <br /> ................ .. ...... <br /> .......................... .............. <br /> .......... <br /> . ...... ....... X <br /> ............ <br /> < <br /> P Cbnit. S.D.I. (Typel) <br /> .. ........ <br /> 10+50', 28.5' <br /> ------ Clean existing M.H. Adjust ) Sta. <br /> Const. SDI (Typel ), <br /> ........ Frame & Cover to grade (Typ.) Sta.. 6+47, 28.5' (Lt�. Install 35 L.F. of <br /> X, Const S D.I. (Tyl:411) <br /> 12"0 Alt. Dr. Pipe <br /> ........ 11 Install 35 L.F. of LJ <br /> Sto. <br /> 8+61 .30', 31 (Rt.) <br /> (Rt.) <br /> F.L. 19.93 <br /> i 12"0 Alt. Dr. Pipe <br /> Const. S.D.I. (Typel) <br /> Install 60 L.F. of": <br /> Inv. 17.00 <br /> F.L. 19.96 <br /> 0', 31 .25' (R 12"0 Alt. Dr. Pipe <br /> Sta. 8+25.3 0 <br /> Inv. 17.00 <br /> 1�yp Install 60 L.F. of <br /> Const. "S.D.I. e 1 <br /> C, F.L. 19.30 M. <br /> Sta. t <br /> Inv. 16.80 <br /> 3+1 V�l 7. 74'(R <br /> 12"0 Alt. Dr. Pipe <br /> Install 80 LF. of <br /> 1 "0 Alt. D pe No. 21258 <br /> 2"0 Alt. D . Pi F.L. = 19.16 <br /> F.L. = 19.25 Inv. = 16.80 LEGEN Ev. 9-30-01 <br /> Inv. = 16.00 <br /> Note: Existing storm drain =====D-===== shall be Gutter Grade (Rt.) CIVIL <br /> 0 40 80 CAL\E <br /> Gutter Grade (Lt.) <br /> abandoned in place and existing S.D.I.'s shall <br /> ............ 4. <br /> be removed unless otherwise noted on plans. E4 Storm Drain Manhole-Refer to S.J.Co. Std. <br /> Where storm laterals cross over existing water SCALE IN FEET Drawing CW-S7, CW-M3 <br /> line, place 20' class 200 pressure pipe. rW1 Storm Drain Inlet (Type I)-Refer to S.J.Co. Std. <br /> Drawing D-13 <br /> Const. M.H. <br /> Sta. 8+45, 3' (Lt) <br /> U. S. G. S. DATUM <br /> Approx. Finished Grade Inv: 16.05 (12" & 18g) <br /> Inv. 16.26 (15") <br /> U. <br /> _J <br /> Fyintinq R ndwny, <br /> 171 <br /> 171 C <br /> Const, M.H. Const. M.H. X <br /> ul _J 0) <br /> Sta. 1 +16 C,4 Of <br /> � i E <br /> Connect to Exi5t. M.H. Sta. 2+90, 8' (Rt, 0 r4i _ a; r, Sta. 4+48, (Rt) 0 0 X _J 1* <br /> 0 of 0 <br /> Const. M.M. Const. M.H. <br /> 0) U*) a) 6 0 LO <br /> 11 .78 Inv. - 14.80 (12") ro- oi - 0 In vi. 16.5b (12") to) W U� <br /> W 0) i Sto, 6+45, (Lt) UQ LO n: a. 10+65 8- (Lt) 22 <br /> Lr <br /> Inv. 0 St <br /> > 1 (18") UJ 0) <br /> 22 Inv. 13.27 (18") Inv. 14.6 06 <br /> CN M Inv. 16.95 12" &1 15 <br /> Q to X > (1) C14 <br /> L0(0) i 5 i i <br /> r, W q) (1) 0 ; i I I . I <br /> Inv. 15311 (18") <br /> i 04 > <br /> X Ui 0 LL1 Lo .2! <br /> LLI 0 0 Ld <br /> ai C-4 0 0 Lr) t14 + + UX + UJ <br /> 85 <br /> not-�1 _ - -- - - - - - - - -- 20 <br /> 20 - - - - <br /> - -- - - -L <br /> Lope <br /> - - - - - - Slope _ T _ _ T <br /> f17p 0. .2 <br /> ----- --- ------------ <br /> ----- ------- <br /> 18 <br /> -------------- <br /> II _ _pe ....... ------ -- ---- <br /> 18 <br /> II ---------- <br /> ------------- 17/ Pipe <br /> Horizontal Scale: 1 40' ----- ------------- ---------- 4 Place 22.0 L.F.: 15"0 At Dr. <br /> ---- ----- -------- I Slop 0.0020 <br /> - - - - - -iL- ------- i I I- - - - - - - - - - - -2" G Pipe e <br /> Vertical Scale: 1 " 2' -2" G- - - - - - -- 70 2" G- - AR.Dr__ <br /> 0 2" G- - <br /> Place - - - - -2.. G 16 <br /> 'a 8� ().1)035 <br /> 16 ..0 9F. PiPA I�mp e 0 ' i --------------- <br /> :)lace 199 L.F. F3 ------- <br /> 0.0035 <br /> pIpe Slope ------- <br /> -7\-- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - <br /> lope <br /> F - - - - - - - - - - -- - - PIoce 14 <br /> 14 <br /> - - - <br /> - - - <br /> - - - - - - - -- - - - - -t-.4- - - - -- - - - - - - - - - - - - - - - - - - - - <br /> 175 L.F. 18 (0) 0()B5 <br /> p�< ce <br /> Slop <br /> e Exist. 12"0 Water <br /> Exist.. 0 Sewer 12 <br /> 12 <br /> JIL <br /> TT <br /> Lj Elev=9.7 10 <br /> 10 SHEET <br /> Cu.. Ext. TOTAL <br /> Yds Emb. <br /> Sta. 0 1 2 3 4 5 6 7 8 9 +00 SHEET TOTAL <br /> DRAWN BY DA PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE STORM DRAIN PLAN SANGUINETTI LANE IMPROVEMENTS NO. SHEETS <br /> 3197 ///6K COUNTY OF SAN JOAQUIN SCALE AS SHOWN AND PROFILE (Wilson Way to Alpine Avenue) 6 13 <br /> I 1n' <br /> In <br /> F.L.F <br /> Inv. <br /> .......... <br /> =.. .......... <br /> S.D.I.I- (TY el )'/ <br /> 7G- - tI-4 <br /> SHEET T' <br /> 197 0. <br /> 10M,FILE NAM# DRAWER SHEET NO.T' ACAD REVISION DATEL6 <br /> e:\sam\sanguin\plan <br /> ivo&A 43 i5,9%f i <br />
The URL can be used to link to this page
Your browser does not support the video tag.