Laserfiche WebLink
CCO 24 - Sheet 3 <br />PLACE 18" BURIED <br />FROM "R" Sta. 15+44, 37' <br />TO Sta. 16+40, 32' Lt. -) <br />iwe <br />110 <br />100 <br />E 120 <br />a <br />fm <br />In <br />to <br />N <br />110 <br />U <br />0 <br />N <br />E <br />SURVEY <br />i DATUM: <br />a <br />Y <br />a <br />I L <br />l� > c <br />' v <br />d <br />i'o FIL.E No. <br />CU 9 <br />, <br />D <br />,/ RETENTION <br />�'20.0 <br />k <br />+33.09. 55.44' LI <br />FL=113.90 <br />R" +00.00. 46.16' LT <br />FL=113.90 r <br />"R" +00.00. .37, f <br />FL=115.98 <br />DECK <br />(SEE STRUC <br />SEE SHEET DU-2 <br />i <br />SEE SHEET DU-2 0� <br />PLACE 4' VVIL)E GUNGHE I t GUTTER WIT <br />FLOWLINE 2' Lt. OF EP, FROM "R" Sta. 16 0 TO Sta. <br />17+00. SLOPES AT 2:1 OR AS DIRECTED Y THE <br />ENGINEER TO FIELD FIT EXISTING BERM. <br />ww f LEFT SWALE <br />z= <br />... ....... <br />......... <br />FLT <br />ou') <br />O <br />�I <br />a <br />a <br />C5 <br />+ / R" +04.00. 41.72' LT <br />FL=114.81 <br />6 <br />RETENTION S ALE' <br />W CHECK D MSl <br />SEE NOTE 3 <br />/� DE <br />DD) <br />R/W k s <br />y N REVER_- - 9 <br />"R" +26.00. 35. <br />FL=117.34 /' <br />100 <br />95 <br />--�� R +k30.81z'7-.20'Jlt-- 85 - -€L— -5. <br />—80 <br />—75 <br />- 70 "R" +3?UZL2a00RTz <br />FL=115.83 <br />STANISLAUS RIVER <br />McHenry Ave Corridor Improvement Project <br />PLAN . -S-BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />RIVER ROAD Revisions By = � �.�- 9/28/2021 <br />+ L- O r J J <br />XN RIGHT SWALE <br />PROFILE + <br />. +'� "R„ LINE ... ......... RIGHT RE ENTION SWALE <br />......... ......... .... . .. <br />16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 <br />REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE P Q 1 N SAN JOAQUIN COUNTY PUBLIC WORKS <br />&-:. - : _. ._ ,,IVALE TO GUTTY. ,, _,, , -..:- -,�._ : _ . , i Di �o • � ' ' � • • . c . _ o <br />NnRnnnlTnl - 1 "=40' F f9aAAARC`fl no_ 70_tR A �&"^&A °• G <br />NOTES: <br />1. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, SEE <br />COUNTY OFFICE. <br />2. SEE SAN JOAQUIN STANDARD DRAWING R-17 FOR DETAILS. <br />3. PLACE TYPE 1 CHECK DAM EVERY 20'. SEE CALTRANS SITE <br />BMP MANUAL SC-4 FOR DETAILS. <br />"R" +154.00, <br />35.00 LT <br />FL=117.50 <br />DBS <br />C) <br />?4+oo N 0) <br />_ IQO <br />—�0 <br />VERTICAL: U <br />DESIGNED: R. GIBBON <br />0 1 2 <br />I I ( I I CHECKED: K. OAKS <br />INCHES <br />0 10 20 30 40 50 APPROVED: T. BARNARD <br />I I I I I I <br />MILLIMETERS <br />Q• <br />09-29-16 TECHNICAL SERVICES, INC. <br />09-29-16 2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 <br />09-29-16 T 916.414,5800 F 916.414,1557 <br />�4Z F 0 R� <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />DRAINAGE/UTILITY PLAN AND PROFILE <br />"R" STA 15+50 TO STA 24+50 <br />.• YF,y;RASH. GIQQ•� <br />i N0. C70999 ::::a <br />Exp. 06-30-17 •; <br />'�91F or CA�i\ <br />Elm <br />110 <br />100 <br />120 <br />110 <br />ce <br />DRAWING <br />DU-8 <br />OF <br />DU-9 <br />SHEET <br />46 OF 176 <br />FILE NO. <br />