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Curb (Type C) Curb (Type C) Const. & Survey G Place 27 L.F. Curb, 21 .42' Conform, Beg. Gutter & Sidewalk, Handicap Ramp Conform N Existing Curb R=2' (Typ.) Exist Curb, Gutter & Sidewalk to remain in place 04 W \ \ Ln \ O 1 G - - — — — - - - - - - - - - - - - - - - - - - - 16 ;n 1n 33.12' \ - - - - - Sanguinetti - �- Lane Sanguinetti - - I Lane Construct 5' openning for - - - - - - - - - - - - - - - - - - - Handicap Access (Typ.) 2 3 8 9 pETAIL "B" \ 19.80 19.38 Place 33 L.F. C.G.&S. Ln DETAIL "A" 8.5' \ N N U-) 19.55 N Note: Curb location shall conform with the 7Conform existing curb unless otherwise shown. — — — — — a ao� S n +IConform +�Conform, Be �� Exist. C.&G.Handicap R Place 51 L.F. C.G.&S. \ % 19.30 Place 14 L.F. Curb, \ � �o� v \ 19.16 O Gutter & Sidewalk, o y v Asphalt Concrete C.G. & S. �'�,} 19.25 \ H to remain in place (Typ.) 7-1/2" Finished Grade Concrete Curb (Type C) see detail below Const. 6" Var.— Limits of Clearing & Grubbin T A.C. Surface C 0 ti I 1 , 2' 5.5' 0.5' N 0.17' Asphalt Concrete Abandon Exist. Signal & Light Foundation Install Signal & Light I Gutter line 19.80 Foundation shall conformo 1/2"� X 8" dowels spaced I Conform to exist. radius. Place 36 L.F. C.G.&S. 4' on center max. or Epoxy Existing Pavement Planing Gutter Surface Grade —conform Const. & Survey 36' 36' I � 1/4" per 1 ' o I TYPE "C" CURB SECTION C—C — — _ — + \\ Survey TRAFFIC ISLAND DIETAI Exist. E.P. 0 12' Minor Concrete � \ �� Wilson Way Intersection I — — — — — — 2' 4' Var. 20.00 3.oyi 9.0' Confo%_ L11 0.98' Asphalt Concrete Base o Exist. Ground Exist. A.C. Surface - L - Sanguinetti - - - Lane Surface Notes: 14 15 oI 16 LEGEND n 1 - - - - - - — N 20.40 Place 36 L.F. C.G.&S. '00— — — minimum to 8.33% maximum. The requirements of Note Handicap Ramp No. 11 on S.J.Co. Std. Dwgs, No. R-10o and R-10b, DO NOT APPLY. 1+0 I o 0.00' Gutter Grade Elevation 0.98' A.C. Base 25 25 (0 20.32CURB. GUTTER & SIDEWALK DETAILI Const. F77Variable Depth A.C. 0.17' A.C. Overlay L1 .15' A.C. Widening 20.20 20.10 A.C. WIDENING DETAIL I N ( S.W. Corner Alpine Ave.) r-41 4, < o P.C.C. or A.C. Back of Sidewalk U D Conform 1/2" (j 1 Var. �. Const. � Const. —i ■ I HANDICAP RAMP DETAILS 6' Var. � 6'-12' Var. I SECTION D- 0. 10, 0.10' I I Conform Exist. A.C. Surface I Conform Exist. A.C. Surface I Note: For more details refer to San Joaquin County — — — — — - — — — — — - I Standard Drawing R-16. — — Type D: 0.30' Asphalt Concrete over shaped and compacted — - - - - - I native material. ESS/ — — — — — — — SS1- - - - - - - Expansion Joint M> Sidewalk P.C.C.: Minor Concrete (Driveways) = 4" P.C.C. over shaped �y y Grading Plane Grading Plane and compacted native material. Existing P.C.C. and A.C. �� I driveways shall be saw cut at the conform line. * No. y 30 oa PLANING DETAIL — A PLANING DETAIL — B Conform i D i Sta. 0-35 to Sta. 0+15 (Lt.) ■ 6' Sta. 0+76 to Sta. 1 +42 (Rt.) I I See plan sheets for locations, lengths and widths. qTF CIV1\. �a ■ 6' Sta. 1 +90 to Sta. 2+85 (Lt.) _ Existing Driveway i �F CAO ■12' Sto. 15+37 to Sto. 16+30 (Lt.) Width CJZ rn � LONGITUDINAL PLANING DETAIL PORTLAND CEMENT CONCRETE AND TYPE D DRIVEWAY With Curb, Gutter and Sidewalk DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SANGUINETTI LANE IMPROVEMENTS SNO. SHEETS W.(� 81 97 COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS e �J�✓ .�-_ /s�/ts y {j,�r- 9f'sld �� e (Wilson Way to Alpine Road) 5 13 FILE NAM6 DRAWER SHEET NO. ACAD REVISIONS DATE \sam\sanguin\Const