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3 Const. & R/W 3 Limits of Clearing and Grubbing❑ I Const. & R/W 1 r r 40' 40' i 40' 2' (Typ.) 2' (Typ.) I Var. 2.5'-7' 2 ❑3 I 03 ® I 4" (Typ.) Conform 0.5' (Typ.) 7.5' 2' 6' - 12' 12' �1 12' 12' 6' 2' 7.5' 0.5' i Exist. C. & G. - ' - - - - - ---� -Slope=1/4" per foot *+� Conform ' Con 1/oform a -� ��--- 6 I !/ I �/L ll ----- ---- -- r. - ar. , I/ar liar_ __� 4" 12" O.C. (Typ.) ❑1 - -'L - 5/8"X6" Dowels, 6' O.C. 6" 6" Note: Refer to S.J. Co. Std. L__ - - - - - - - - - - - - - - - - - - - - - _ - - - - - _ J Epoxy 3" Depth in exist. Drawing No. CW-C7 for details not shown. 0.13' Asphalt Concrete Overlay 1Q Limits of Mailbox relocation. ❑1 5/8" X 24" Long Steel Dowels, Greased & Wrapped one side through all expansion & cold joints. 2❑ 3' Sta. 81 +66 to Sta. 81 +91 (Lt.) Existing Pavement �3 Variable Depth A.C. (0.13' - 0.08') ® 4.5' Sto.69+54 to Sta. 69+97 (Rt.) TYPICAL SECTION Ct SIDEWALK DETAIL (Sta. 42+55 to Sta. 89+80) Const. & R/W 40' • Var. I 1 ' 2' (2' Min.) 6'-6" Vo r. 3'-7.5' Var. 6'-6"y i ...� ?~ Conform10 % Back of Sidewalk D NOTES: I r 2 -------------------- Max 3/4" !� 1 . For more details refer to San Joaquin County , \� Standard Drawing CW-C12. I (Typ') v 2. Driveway profile should use the maximum slope to Conform Existing Surface _17-7 2' minimize the construction length to conform to existing I Gutter - DRIVEWAY ASCENDING I ground. The minimum length to conform point is 2'. ' Grade 0.5' I - -Slo a-1 4" er foot Driveway Type C or D OR i Type D: 0.30' Asphalt Concrete over shaped and compacted native material. 4" 1 :12_ ' `2 - - Minor Concrete • I 7' (Typ.) Type C: Minor Concrete (Driveways) = 6" P.C.C. over shaped - Vor. , and compacted native material. Existing P.C.C. and A.C. 7 (2' Min.) I Back of Sidewalk driveways shall be saw cut as appropiate at conform length designated and slope driveway to conform to new 10% 3/4„ sidewalk. Includes #4 rebor per S.J. Co. Std. CW-C12. 0,75' Asphalt Concrete Mox. (Misc. Areas Type 1) `� • , ' Sidewalk 2' • See plan sheets for locations, lengths and widths. ------- -------- ExpanEx po n sion------ o , ------------ > , ; ConformJoint Driveway Notation: CURB. GUTTER & SIDEWALK DETAIL Back of Driveway DRIVEWAY DESCENDING D �J Sidewalk Conform +49-270 (HANDICAP RAMP) Conform Depth SECTION D - D Existin_q Dr vewa • Width Notes: Station O <-% NO SCALE 1 . Handicap Ramps (Class C). Refer to S.J.Co. Std. Dwgs. Z R-10o & R-10b for details. Nu2a341 Esu. !2-31-0t DRIVEWAY DETAIL 2. Gutter grade shall be a straight grade between conform sr points except where S.D.I. are located within the limits �� II F� With Curb, Gutter and Sidewalk of C.G. & S. replacement. Exact elevations of S.D.I. frames and grates will be determined by the Engineer. ® Variable Depth A.C. Overlay • • • • • • • • • Planing Limits ■ Limits A.C. Pavement Planing -___- Gutter Grade (Lt.) U-0-0-1 Depth A.C. Pavement Planing ---- Gutter Grade (Rt.) New Curb Gutter & Sidewalk --- W-- GENERAL NOTES: Underground Water Main Line 7.0' Unless 2' to be Installed 1 . Conform 2' behind back of new sidewalk as necessary---T -- Telephone Line Otherwise Noted (Typ.) Const. & R/W New Sidewalk to be Installed; Conform to Existing Curb & Gutter for existing native material (Typ.) unless otherwise noted. Conform Direction of Flow Refer to Sidewalk Conform Detail 1 , this sheet. _Var. Var._ 0.08' 6' Existing Curb, Gutter & Sidewalk (Surface Drainage) 2. Saw cut existing asphalt concrete or P.C.C. and conform _ Luminaire 22.00 Finished Gutter Grade with A.C. (Misc. Areas Type 2) or 4" P.C.C. sidewalk as , appropriate behind back of new sidewalk (Typ.) - Existing Conform Exist. A.C. Surface ® I Lamp Hole �`<�� Native - � Fence Line Refer to Sidewalk Conform Detail 2, this sheet. , O Water Meter to be adjusted by others is Drain Inlet Type-1 to 3. All A.C. transitions at intersecting streets shall be 15' wide Back of Sidewalk _ _ - _ ed by others - - cv unless otherwise shown on the plans. - 1 - i MGos Valve to be adjustbe adjusted to grade 4. All existing curb, gutter, sidewalk, and handicap ramps to �'Z�`F�/Z T v SIDEWALK CONFORM DETAIL Water Valve to be adjusted by others ® Drain Inlet 18"0 to remain in place unless otherwise noted on the plans. -�✓ Z C_ be adjusted to grade 7 Exist. Fire Hydrant 5. All existing frontage improvements including but not limited Grading Plane -G-2"- 2"e Underground Gas Line to trees and shrubs, fences, planters, and concrete work shall Maintenance Hole to =" be adjusted to grade +49-270-2 Driveway Notation: remain in place unless otherwise noted. 7.0' Unless 6. The contractor shall obtain an Encroachment Permit from 2 Maintenance Hole-Telephone Depth Otherwise Noted (Typ•) LONGITUDINAL PLANING DETAIL � erw (D to be adjusted to grade Caltrans for traffic control within the State right of way. Existing A.C. or by others Width 7. Placement of Asphalt Concrete Surfacing shall not begin concrete surface Utility Pole Station until asphalt concrete used in miscellaneous areas has been _Var._ b Gu Wire in place for a minimum of 12 hours. (_ Guy Detail Notation: 8. All maintenance hole frames and covers within the limits ® Sewer Cleanout of resurfacing shall be adjusted to grade. Saw cut existing A.C. or concrete BCS Begin Concrete Sidewalk 2 Detail Number 9. The Contractor shall obtain a no fee Encroachment Permit from Back of Sidewalk Sheet Number the Cit of Stockton. The Contractor shall execute this permit 0.3' A.C. (Misc. Areas Type 2) ECS End Concrete Sidewalk with the City prior to the start of work. or 4" P.C.C. sidewalk as appropriate BCGS Begin Curb, Gutter & Sidewalk ECGS End Curb, Gutter & Sidewalk SIDEWALK CONFORM DETAIL 2 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE ' A^PROVAL RECOMMENDED DAT SHEET TOTAL ,1/98 WATERLOO ROAD IMPROVEMENTS N0. SHEETS 4/99 �� ,�� BOUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION ("E" Street to State Highway 99) 2 17 FILE NAME DRAWER SHEET NO. ACAD �^ REVISIONS DATE uub typsec.dwg e:\project\waterloo\typsec i.