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ON 1-;-;HR 83MMI <br /> See Bottom Left Seo Bottom Left <br /> See Bottom Left <br /> I I <br /> c See Shoulder Detail 4 / \ I I <br /> / I <br /> x I 0 on Sheet 2 <br /> 0.12' --— / I \ <br /> r- --- i \ En <br /> n <br /> II I <br /> A.C. runs. A.C. Overlay 27't ------- -- ------------- ----- ------ <br /> I cO c --- -' -- <br /> -— -—- -—- —- -—- —-—-—-—-—- -—-—-—- —-—- <br /> I I I _-—\ FRENCH CAMP ROAD <br /> -— -—- —-—-—-—-—-—-—-—-— -—- — - -— -—-—-—- J <br /> ---------------------------------------- -�R \ / R FRENCH CAMP ROAD \ ----- o <br /> +2 + Sta 13+82 Second St <br /> _ rstinq E.P. \ / �- -- ------ <br /> \R N u, -Sta 24+00 Elm St 3.5`� R \ / R I i -- ----- ----- ---------------- -- - <br /> z <br /> 12 13 N End AC Fronto e/Vol Gutter <br /> 1 + Sta. 24+12t �Em St I I I I I <br /> SECOND STREET <br /> r I <br /> / R/ I Conform Sto. 12+10 Sta. 14+95 C5 1 <br /> I <br /> I <br /> T Soil I I <br /> 1 s �Existinq E.P. <br /> Sto. 12+DO Sta. 13+20 4' 215' 25 I \ <br /> I I Beg. Top Soil End Top Soil R MW I I <br /> m I See Sheet No. 2 1� -1— <br /> A.C, Trans. A.C. rons. <br /> R <br /> for Shoulder Detail 1 <br /> Construction Fence I <br /> 1 i i <br /> ( I � 12' 12' Sto. 11+60 <br /> 12' 12 12 12' <br /> I I 20.5':1I I I <br /> Lu rt OveConstruction i A.C. rlay I <br /> St 11+18 0.12ver' I <br /> End Planing A.C. Oby + I I I <br /> See Sheet No. 5 for <br /> Volley Gutter Grades <br /> Note: Remove/Reset Bumper Blocks (Typ.) to <br /> 0.12' 0.12' I <br /> (See Sheet No. 2 for Details) A.C. Overlay S0—�ut <br /> Remove Plants A.C. Overlay A•C• Trans• to I= I <br /> 5' from E.P. 12' 12' �Iv <br /> R (To be paid by 5' Iu 1 <br /> Clearing k Grubbing item) 5' 25+ \ <br /> �-Existing E.P. � R -Sto 13+to 82 Sixth Elm SSt � <br /> _ Il a Existing E.P. + R \ R v <br /> _ n <br /> _ v n <br /> Expansion Joint <br /> N 11 12 i3 N 14 N 15 le N 1 + <br /> (See Sheet No. 2 for Details) Sto 9+88 w SIXTH STREET N N �y - ^ <br /> Z Beg. Planing �, <br /> 4 z <br /> Exist. 18" SDI To Remain In Place lebnq E P a <br /> (Sts 21+50; 1T Right of Const Existing E.P, R R R I / R A <br /> Expansion Joint 7Sta 10+00 McKinley Ave(See Sheet No, 2 for Details) FRENCH CAM P -Sts 10+00 Sixth St t2* 12' I j <br /> N <br /> SCHOOL ( <br /> N I1 <br /> L Construction 0.12 I <br /> A.C. Overlay I I <br /> I I <br /> I I <br /> I I <br /> I I I <br /> I I <br /> Existing E.P. Existing E.P. I <br /> 0.12' <br /> A.C. Overlay, <br /> I I <br /> 10 <br /> r I10 <br /> Q <br /> r 12' 12' I <br /> L Construction 0.12' 10 <br /> A.C. Overlayg0 . <br /> A.C. Trans, 1, I I <br /> 12 12' L <br /> 14 <br /> o Y5r�� <br /> 012 R See Goner4I Note u <br /> A.C. t)vxloy No• 9 on Sheet 2 + \ <br /> 'C Construction Existing E.P. o R I \ R <br /> sion Joint See Sheet No. 5 for \ <br /> Z Existing Driveway V n <br /> m Fence Valley Gutter Grades Garbage Bins _ n <br /> / l� 1 N 11 12 13 N +I <br /> N t o <br /> SEVENTH STREET N I 0 <br /> krc <br /> BUS LOADING AREA - <br /> ao See Shoulder Detail 4 on Sheet No. 2 ting E.P. i o <br /> n 11 12 13 N Ile 3' Volley Gutter R I // R A <br /> a µ FOURTH STREET 0D Begin AC Fronto a 10+00 <br /> Seventh St St <br /> µ 9 g /Valley Gutter <br /> Sto•13+75t (Fourth St) m <br /> Sto 18+5D Elm St Construction I 1 Ira I <br /> -Sta 10+00 Fourth St is sating E P. R A•C.00verlay <br /> 01 Sta 13+77 Fourth St <br /> 12' 12' -Sto 12+79 Ash St <br /> xisting E.P. <br /> 4 <br /> a <br /> Construction 16'f 16' Sto. 11+65 <br /> Existing E.P. <br /> 50' <br /> _ Existing E.P. ffiA,C. Trans. <br /> V 25" <br /> Sta. 16+80 12' 12' <br /> Ton ormSta• 11+15 <br /> I _ I <br /> 50' <br /> LEGEND A.C. Trans. <br /> 1-- <br /> ■ Limits of Asphalt Concrete Pavement Planing ® I I m I <br /> Con armta. 1 + <br /> ® Depth of Asphalt Concrete Pavement Planing <br /> I= Variable Depth Asphalt Concrete Overlay <br /> -0*- Existing Gas Valve to be Adjusted to Grade by Others <br /> R Conform to Existing Radii <br /> Proposed AC Paving for Bus Loading and Parking Areas R \\ R R / I \\ R <br /> Existing Fence to Remain In Place _ _ _,i I \ -- - -—- _ <br /> C=4 Existing Water Valve to Remain in Place FRENCH -�� <br /> -—- <br /> —ERENCH� AMP MAA—_—- ------ I CAMP ROAD <br /> Proposed Swale (Earthwork Miscellaneous Areas) _-_ -_-— <br /> -(i- Existing Utility Pole to Remain in Place - -—�� �-- -- I \ / <br /> --- <br /> 1`771 Proposed 3' Valley Gutter <br /> I I <br /> I I <br /> See Top Right <br /> See Top Right <br /> n1RAWER <br /> DATEjPR01ECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> 2/os COUNTY OF SAN JOAQUIN SCALE: "=50' FRENCH CAMP STREETS RESURFACING SHEET TOTAL3,0 ,c, � vp � PLANS NO• SHEETS O. ACADREVISIONS DATE (Various Streets) 3 5 <br /> E:\Projects\2006\French Camp Streets\Plans <br />