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E R/W Alternate edge Ditch flowline r—oO Set pipe in line with existing d , itch at elevation 0.25' to 0.5' A below exist. fio*line, Edge of existing pavement RURAL DRIVEWAY TYPE W STRUCTURAL SECTION (mlln,) (max.) oon-) AC/AB (min-) PCC RURAL OR TEMP 7 RESIDENTIAL 12' 25, 2;c /4 AS 4" AG, TEMP COMMERCIAL, 15V 40* 2" /6" TEMP INDUSTRIAL AC AS 5" NOTES: 1. FLOWLINE OF PIPE SHALL BE A MIN. OF 3" BELOW DITCH FLOWLINE AND A MAX. OF 1/2 DIAMETER OF PIPE, BELOW DITCH FLOWLINE, 2. At an intersection, no driveway shall be placed within 30' of the point of intersection of the master planned R/W lines. 3. Driveways shall be at right angles to the street. 4. Circle driveways are to be no closer than 75' between centers (residential) or 80' between centers (commercial). S. When cross pipe is used, it shall extend a minimum of 2' post the toe of fill slopes of the driveway, all fill shall be compacted to 95% relative compaction. Maximum fill slope 2.1- Pipes shall be Reinforced Concrete, or 0.079" Galvanized Corrugated Steel pipe, the size varies according to the hydraulic requirement. DRIVEWAYS ----------- -Feb. 1 1996 PO RURAL, AG, & TFMP D4*%hr_6?_PwW Waft JLD I 004W 10 COUNTY OF SAN JOAQUIN Mrs~ W "M aws ow. SEPT. 1991 ftwofte ML R- _1 T. -----__ --- ----- NONE NOTES: 2. Typ' 1. One street sign is required at each intersection. 2, Block numbers are to be acquired S IMA I from the Son Joaquin County N 10 0 E7177 Community Developernent Department. 3. See improvement plans for location of traffic control devices. R :(typ) cy`4. pn 00 The length of the street sign varies due to the length of to TYPICAL STREET SIGN the street name. 5. See Standard Drawing No, R-23 for proposed sidewalk sign locations, 6. Stop signs shall be 30" for urban areas and for internal subdivision streets; 36" for rural areas and for streets which intersect County roadways, also to be preceded by a W17, 36" stop ahead sign with appropriate pavement markings. I MAIN 100.-I E 2' clear to edge of T 0 E Edge of pavement pavement or back of dike Stop and street sign location 6' ru ra 1 *3'-6" (4'-6") 7' urban to edge of pavement I 2' clear 2" 1, D. STOP AND STREET SIGN gcilv. pipe LOCATION DETAIL 10"flatten pipe� In JRBAN Locations 3'-6" or more to face of post TYPICAL STOP AND STREET In RURAL Locations S I G N I NST,& L I ATION 4'-6" or more to face of post 1 No, Revised i BY STANDARD STREET SIGN DETAILS Approved by Apr-H 19971 1 TL J LD ctwcw by COUNTY OF SAN JOAQUIN OF PUBM WORKS Date JUNE 1997 Drawing Drawing No. R 25 NONE Backfill with materials <equal to or better than the existing pavement and base in quality. New pavement shall be I" thicker than existing pavement, minimum of 0.25 feet. New base shall be 1" thicker than existing base, minimum of 0.5 feet, Existing 6" Min. (Typ.) overnent 61, Min. jyp) 3' Compact in 12" max, layers to a min, relative compaction of 95%* under pavernent and ---------- 90% outside pavement. — --------- le -------- -------- 'Variable ---------- compact in 24* max. layers to a min. relative OD+1 2" compaction of 85%. 6 compact in " la ers to a minimum relative compaction of 90%. 10- Min. O.D. —10" Min. 10" Min. 0. D. 10" Min. 0. D. 0. D. 20" Min. + 20" Min. RIGID CONDUIT FLEXIBLE CONDUIT NOTES: 1, Relative compaction of materials shall be tested in accordance with the State of California, Dept. of Transportation Testing Manuals, test method No. California 216 or 231, 2. All existing pavement shall be neatly cut to line prior to trench excavation, 3. Jetting or ponding will be permitted within the street Right of Way with a 3 year bond. 4. When shown by soil composition and compactability, ninety percent (90%) compaction may be used, when approved by the Director of Public Works. 5. Special bedding requirements may be shown on the plans or specified in special provisions. 6. Shoulders shall be as shown on the plans or specified in the special provisions but in no case shall the shoulder be less than three feet wide as measured from the edge of pavement. j Approved toy Revised I Feb. 19% PC TYPICAL TRENCH BACKFILL Oleo 1i JLD by COUNTY OF SAN JOAQUIN m® JUNE 19197T S0010 NONEDOWM" OF PUSUC WORKS Drawing No. R-29 " NOTE: E] ELEVATION OF FRAME SHALL MATCH FINISH GRADE OF ADJACENT PAVEMENT ±11/8". REVISION aarE COUNITMIDE IMPROVEMENT STANDARDS APPROVED BY COUNTY OF SAN JOAQUIN SAN JOAQUIN COUN1Y DATE ADJUSTING STREET DIRECTOR OF PUSLIC WOFWS IMPROVEMENT CW—R36 FACILITIES TO GRADE STANDARD NO. � ENGINEERING I US Sonom Avenue suite Sam Ron Ca 95404 T& (707)544-0784 F= (707) 54448" Copyright 2012 y?,OVESSIOIV4! '5y No. 30888 EXP. 3-31-14 C / V OF CA\_0 U) I-_ Z LLJ LLI > 2 — U) LU > Z 0 Q 0— 3Z Lli < Q > y 0�tCCCs Clio LO CY) Q :D U < Z < ce) C:) < U) C:) ce) Submittal / Revision: A3 A\ ZL Job No: 06-1262 Drawn By: SCH Checked By: DS Date: 2012-09-04 Sheet Number C-17 17 of 19 ur Drive I ri-provements\CivilkC17 - C18.dwg, C-17, 9/27/2012 2 57 31 PM