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HomeMy WebLinkAbout1850-3% [a�' N i!1=G'6*00'00" R= 2.50' L- 23.5G' T= 12.99 0 L E A N D E R A V E N U E WAI N -111T AV F NJ LIF Ex WW 3 'e7�'s 122,1111-172 8 stub out W. 0000, 22" W See Prof ile"A" Hereon so S (PL U6) -Existing 17vmt, Proposed 10" Sewer M R VIS -1,014S.- E N!" A C "V" DITCH DETAi L � � N ', X85# '-111 EXPI. UJI0 31., -.7VIL. 'Wed,i W, I I I'm 5EE tMPROVEMENT PLANS BY B L. ENG. FOR, OLEAKDER AVE. N/0 t I'NT. WITH WALNUT AVE. CONSTRUCTION NOTES Coftstruct 4 A.C. pavement over compacted Native Soil S.-6 Paving Note.5 on Sheet one. r3 Construct 1' min. variable thickness A.C. cap Construct 8' curb w/180 gutter per City of Fontana Std. 101 G) C9-5�--- Construct 4n thick P.C.C. sidewalk Construct ramped curb return per City of Fontana Std. 104-A (0—Install 2' X 4' redwood header (TI—Install Td OSTOPO sign (D-- Construct 3' wide concrete gutter, 3" thick per Detail hereon Construct 48" R.C.P. Construct 24" R.C.P. REMOVE EXIST. PVMT (t) -- Construct 3" A.C, OV" ditch per detail hereon onstruct Headwall per details on Sheet 2 i Ca(trans Std 089 GONSTRUCT 4" THICK, PCG SPILLM STATION 7+56.85 TO STATION 7+76.85, SEE SHIT FOR GREATER DETAIL. A is CONSTFUZ AeSMKMAL WqPWAi MYROACA Y:e.9 C114 M. 1002 AL 'KU"IlE EMT. MAILM SC AL9 PAM AS SHOWN EcM vr,. INT No.