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NOTE: *When new CG&S is placed in front of existing Varies 39t *2't <br /> driveways, Curb and Gutter shall be Roll Type, Score mark if <br /> 1. See Sheet No. 8 for Legend. with 4' curb transitions on both sides ofBOW Monolithic Pour 19±_ 2" <br /> driveway to match existing. All other locations Conform Var Var 3" <br /> shall match existing Type. ------ - - <br /> 1.5„ <br /> o 0N96' <br /> 105" g a� 9. <br /> 0 <br /> See Summary of Quantities for 6areas of CG&S replacement Conform iii m i i ii'' 4 (Min) AS, Class IV 4(Typ both sides) Sta 87+280� oDwy ConformSECTION A <br /> 3 from BOW i (E)I R/W <br /> BOW EP/Lip _ IDwyi �t� ���` <br /> -----f---- ----------- — ---- <br /> o <br /> z �,— w w w w w w w w w w r, w w ° Existing <br /> P-iE U C L I D A V E N U E '�' -H z i~Driveway Width Conform and lace <br /> 4" PCC with i P <br /> 85 86 87 'r' 88 m •� •• Expansion Joint <br /> cn M M � 3 N 6 X 6"-W1.4' X 1.4' A i P <br /> - ----------- - ------- ----------- �ty so so `y Welded Wire Fabric over (Typ) <br /> --G ---�-- G ---_G_--- G---- G--- G-- <br /> N _ _ _ _ _ _ _ _ _ _ c�� �;� �,� N 4" (Min) AS, Class IV t <br /> EP/Lip BOW / y/� sad Varies <br /> A Const R/W —� <br /> BOW New, Curb, Gutter <br /> N Place Truncated Domes at ri i 3 u I TYPE F & Sidewalk <br /> Accessibility Ramps per <br /> CD <br /> �r J01 SP A88A (Typ 4 quadrants) <br /> n cc ; Conform to back of sidewalk (Exp Jt) Key <br /> 0 <br /> o PLAN SCALE °nt- to sidewalk or Dowel ® 36 max intervals. A EP/Lip <br /> r- 0 20 40 60 100 <br /> ZF_ DRIVEWAY DETAIL <br /> CL n SCALE IN FEET Euclid Avenue <br /> M K <br /> m <br /> Assumed Datum: Water and Gass line depths are not shown an profile. It shall be <br /> ........ ..... ................................ ...... <br /> ..... <br /> 0 2 4 <br /> Station 80+00 Elevation = 20.57 the •contractor:'s• sole resporisibilify to protect• all existing utilities. <br /> VERTICAL <br /> SCALE IN FEET <br /> o ................................................ ...................................... <br /> 0 20 40 <br /> i <br /> ........................:.................................................:.................................................:.................................................:.................................................:........... <br /> 25 ................ .Sta 85+00 Existing rt Grade $#a..86+78............. SCALE IN FEET <br /> HORIZONTAL <br /> ...... <br /> 25 <br /> Elev' 20.91 Elev = 21.30 <br /> .......Sta..86+00..................... . - <br /> .:� <br /> El = 21.21 <br /> COO) ........................:....... .. <br /> .................................. .. <br /> ..:........................ <br /> Sta 87+28 r <br /> NElev. _ .21 :71.. ............................................... ,1r� .... <br /> New 'L Grade - <br /> -o - - _ �- <br /> FL (Lt) ... sirs ` <br /> - - - - - - - - - - - - — L. <br /> ........ !n"-(;Ij;:.. ........ .. .... ................. <br /> v — — T..... See Sheet No. 10 --.-_ -- -. <br /> — — <br /> --- - - ......................................... ............................................... n ..................... <br /> 20 . ........................ � t,m v Pyr 20 <br /> rn <br /> STA 85 86 87 88 89 90 <br /> Z <br /> 0 <br /> COUNTY OF SAN JOAQUIN SCALE AS SHOWN PLAN FILBERT STREET, ROBINDALE AVENUE AND EUCLID AVENUE RESURFACING Sgh a N3• <br /> DRAWN BY DATE PROJECT ENGIINJEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> L. Adler 81B0 Cjr X1 10 ezzg �� <br />