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MAINTENANCE HOLE FRAME & COVER ADJUST TO GRADE x. PER COUNTYWIDE STANDARDS "I PAVEMENT oB o INSTALL GRADE RINGS AS REQUIRED Note 6N�E2.5%x•Front FOR GRADE (GROUT IN PLACE) 5s 1 r MAXIMUM. Scale None REINFORCED CONCENTRIC CONCRETE CONE JOAQUIN COUNTY DATE tPRECAST at doll Sidew urb FIRE HYDRANT DIRECTOR of PUBIC WOS JUNE 1997 BWOWS " 5" IMPROVEMENT CW -W18 ALL JOINTS SHALL BE SET STANDARD N0. ON FULL MORTARED BED AND 11 BANDED WITH MORTAR ON WINDWOOD ESTATES DRAWN BY: BOTH INTERIOR AND EXTERIOR DJA H SURFACES. DETAILS SCALE: NTS PREPARED IN THE OFFICE OF: • Civil Engineering HAND FINISH SLOPES %0 1` 5'-10" ~� NOTES: UNDISTURBED EARTH 1. FOR PIPES 33" DIAMETER AND SMALLER. F2 ECCENTRIC REINFORCED CONCRETE CONE MAY BE USED ON APPROVAL OF AGENCY 03 PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM TO A.S.T.M. C-478 CONSTRUCT FLEXIBLE PIPE JOINT AT 2 FEET MAXIMUM FROM BASE OF MAINTENANCE HOLE FOR RIGID PIPE. (EXCEPT CAST -IN-PLACE). Q INTERIOR COATING WHERE REQUIRED BY AGENCY. © RUBBER RING WATERSTOP OR ADAPTER REQUIRED FOR PVC PIPE INSTALLATIONS. 7. FOR UNPAVED AREAS LEAVE MAINTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY COUNTY OF SAN JOAQUIN TYPE I SAN JOAQUIN COUNTY DATE DIRECTOR OF PUBLIC WORKS MAINTENANCE HOLE IMPROVEMENT CW -S7 STANDARD NO. ROLL TYPE CURB & GUTTER 7'-6" 4'-6" SCORE MARK IF MONOLITHIC POUR SLOPE 1/4" PER FOOT ° 6 12" O.C. ° TYR. 1'-0" 2'-0" w 0 M U � M LQi U III a °' ° ° ° ROLL TYPE CURB, GUTTER & SIDEWALK 9 1 1/2" x 3 1/2" KEY, UNLESS POURED MONOLITHIC 5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED ONE SIDE THROUGH ALL EXPANSION AND COLD JOINTS. r REVISION DATE COUNTY WIDE IMPROVEMENT STANDARDS APPROVED BY COUNTY OF SAN JOAQUIN ROLL CURB, SAN JOAQUIN COUNTY DATE OF DIRECTOR OF PUBLIC WORKS IMPROVEMNT GUTTER & SIDEWALK STANDARDENO. CW -C6 BENCHMARK PER U.S.G.S. B.M. 19-8 1907-45. LOCATION: NORTHWEST CORNER OF MASONIC BUILDING IN THE TOWN OF WOODBRIDGE. ELEVATION: 45.85 IS MOST CURRENT PER F.E.M.A. 'fOFco! DATE SIGNED: Top of curb Flowline of gutter Expansion joint Lip of gutter 5'-6" 30° min. I Expansion CD Joint I N LJCatchbasin assembly to be set 1" below flow line of gutter PLAN Sidewalk 9"4" throat �2" Min. opening 1 1/2 dia. bolt Boss to hold o grate in place E 24" dia. cone. 12" dia. `V � pipe (see note min. no. 5) 12" 3" SECTION NOTES: I012001Y&V 29I�I9I�J[J 1!�v�suuul Qv12u12u12u1Su1S1 25I9I�I✓IJIJ . s 1. All exposed steel shall be dipped with PLAN OF FRAME 2 coats of coal tar pitch heated to a minimum of 180' or galvanized. 2. Grate, frame and side inlet shall conform to South Bay Foundry A-645 frame with either A-390 rivited or A -390-M fabricated steel grate. 3. Grate shall be chained to frame. 4. Grate shall be depressed 1" below gutter profile grade. 5. 24" pipe barrel shall be class II R.C.P., or Class Z or 3 non -reinforced concrete pipe. Nw RMsstl ey App --d M TYPE 1 Oil PW& Diby JLD CURB INLET CATCHBASIN OWdod by COUNTY OF SAN JOAQUIN D -t- SEPT. 1991 sols NONE DEPARTMENT OF PLOW WORKS On, 4 Na D - 1 .� 4' MIN. FACE OF CURB Jr an c m 0 WILE 0 R/W 0 z Y I 3 1.5 1'-{�� o m COLLECTOR RESIDENTIAL NOTES: 1. All street lighting and appurtenances shall conform to P.G.&E. Standards and Specifications. 2. Street light locations at intersections shall be approved by S.J. Co. Department of Public Works. 3. Street lights shall be energized prior to County acceptance of the improvements. 10' P.U.E. R/W w 6'7 Y Y0 U a L a: LJ Y R/W 0 U ED 2'L�-mn 4' 6' m MIN. MIN. LOCAL COMMERCIAL AND RURAL ROADS INDUSTRIAL Approved by No. Revised By NB 1997 STREET LIGHTING Director of Public Warks POLES AND SYMBOLS Drawn by JLD Checked by COUNTY OF SAN JOAQUIN JUNE 1997 Scale NONE DEPARTMENT OF PUBLIC WORKS Drawing No. R - CA:800-227-2600 A a s Retaining curb if necessary at edge I 4 of sidewalk Edge of )Ik A M 8 CASE A See note B 4' min. Top of Ramp 8.33X max. 2 M, Tounded- R SECTION A -A See note 8 4' Retaining Curb if 8.33X necessary Max. 2X Max. 6w Topof Ramp Rounded SECTION B -B Depress entire sidewalk as required Retaining Curb if necessary 2X Max_ II SECTION C -C NOTES: 1. If distance from curb to back of sidewalk is too short to accomodate ramp and 4' platform, the sidewalk may be depressed longitudinally as in Case A or B or may be widened as in Case C. 2. N sidewalk is less than 5' wide, the full width of the sidewalk shall be depressed as shown in Case B. 3. When ramp is located in center of curb return, crosswalk configuration must be similar to that shown on the plan to accomodate wheelchairs. 4. If located on a curve the sides of the ramp need not be parallel, but the minimum width of the ramp shall be 4'. 5. Sidewalk and ramp thickness shall be C min. 6. The romp shall have a 17 wide border with 1/4 grooves approximately 3/4 o.c. See grooving detail. The surface of ramp shall have a transverse broomed surface texture rougher than the surrounding sidewalk except when located in center 7. Ramp side slope varies uniformly from a maximum of up to 12.5X at curb to confirm with longitudinal sidewalk slope adjacent to top of the ramp, except in Case B. 8. 6' for 4 1/2• curb height and 2X sloping sidewalk. For 6 curb height use 8' ramp or Case B. 9. Ramp Slopes 1:12 max. (8.33X) 1:15 min. (6.67X) Sheet 1 of 2 HANDICAP RAMP 1011111, D. M JLD Cld. b by COUNTY OF SAN JOAQUIN D -t- JUNE 1997 So -b NONE DEPARTMENT Or PUe "'ARKS Drvwing No. R - 10C See Standard Drawing No. CW -C6 No. Revised BY 1 Feb. 1996 PD Drawn by JLD Checked by ale NONE Im N0. ✓'"%• - 0 CURB TRANSITION DETAIL COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS D E S C R I P T I O N )rots per awing Approved by NOTE: ALL CURB RAMPS SHALL CONFORM WITH CALTRANS STANDARD PLAN RSP A88A No, Revised x. "I oB o REVISION TDATE Note 6N�E2.5%x•Front Drawn by JLD Checked by J33X Scale None JOAQUIN COUNTY DATE at doll Sidew urb FIRE HYDRANT DIRECTOR of PUBIC WOS JUNE 1997 BWOWS Edge of )Ik A M 8 CASE A See note B 4' min. Top of Ramp 8.33X max. 2 M, Tounded- R SECTION A -A See note 8 4' Retaining Curb if 8.33X necessary Max. 2X Max. 6w Topof Ramp Rounded SECTION B -B Depress entire sidewalk as required Retaining Curb if necessary 2X Max_ II SECTION C -C NOTES: 1. If distance from curb to back of sidewalk is too short to accomodate ramp and 4' platform, the sidewalk may be depressed longitudinally as in Case A or B or may be widened as in Case C. 2. N sidewalk is less than 5' wide, the full width of the sidewalk shall be depressed as shown in Case B. 3. When ramp is located in center of curb return, crosswalk configuration must be similar to that shown on the plan to accomodate wheelchairs. 4. If located on a curve the sides of the ramp need not be parallel, but the minimum width of the ramp shall be 4'. 5. Sidewalk and ramp thickness shall be C min. 6. The romp shall have a 17 wide border with 1/4 grooves approximately 3/4 o.c. See grooving detail. The surface of ramp shall have a transverse broomed surface texture rougher than the surrounding sidewalk except when located in center 7. Ramp side slope varies uniformly from a maximum of up to 12.5X at curb to confirm with longitudinal sidewalk slope adjacent to top of the ramp, except in Case B. 8. 6' for 4 1/2• curb height and 2X sloping sidewalk. For 6 curb height use 8' ramp or Case B. 9. Ramp Slopes 1:12 max. (8.33X) 1:15 min. (6.67X) Sheet 1 of 2 HANDICAP RAMP 1011111, D. M JLD Cld. b by COUNTY OF SAN JOAQUIN D -t- JUNE 1997 So -b NONE DEPARTMENT Or PUe "'ARKS Drvwing No. R - 10C See Standard Drawing No. CW -C6 No. Revised BY 1 Feb. 1996 PD Drawn by JLD Checked by ale NONE Im N0. ✓'"%• - 0 CURB TRANSITION DETAIL COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS D E S C R I P T I O N )rots per awing Approved by NOTE: ALL CURB RAMPS SHALL CONFORM WITH CALTRANS STANDARD PLAN RSP A88A No, Revised By "I o REVISION TDATE COUNTYWIDE IMPROVEMENT STANDARDS Drawn by JLD Checked by Scale None curb if necessary at edge I 4 sidewalk See Note 6 45' min. for Case B 4 1/2" curb, (Sidewalk less than 5' wide) 6' min. for C' curb < � a Ns See Note 6 12 5% Front Edge of 6� Sidewalk n x Max. at °per curb Y Case C Face of curb See Note 6 max. Ln 4Mox Aswalk Case D . 3' min. for 4 1/2" curb 4' min. for 6" curb HANDICAP RAMP COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS Sheet 2 of 2 Data JUNE 1997 Drawing Na. p - PUMPER OUTLET FACING STREET 16" MIN. 7 20" MAX. STANDARD 8 VALVE BOX 4 CLEARANCE HYDRANT "T" MECHANICAL JOINT ❑5 s THRUST BLOCK- �ll � CONCRETE BLOCK - THRUST SECTION GATE VALVE BLOCK NOTES: 1. HYDRANT MODEL TO BE APPROVED BY AGENCY. 2. SEE STANDARDS FOR LOCATION OF HYDRANT. 3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE. 4. HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS. 5 6" DIA. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.) 6 FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY. 7❑ BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT CONNECTION TO HYDRANT. ® EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE. OR Retaining Director of Public Warks "I o REVISION TDATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY Dote JUNE 1997 COUNTY OF SAN JOAQUIN JOAQUIN COUNTY DATE N Drawing No. R - 9 FIRE HYDRANT DIRECTOR of PUBIC WOS JUNE 1997 BWOWS ASSEMBLY IMPROVEMENT CW -W18 STANDARD N0. 11 WINDWOOD ESTATES DRAWN BY: DJA H DETAILS SCALE: NTS PREPARED IN THE OFFICE OF: • Civil Engineering • Land Surveying DATE: oe/zz/os SHEET OF w • Structural Engineering _ • Planning .................................................................... 4045 Coronado Avenue • Stockton, CA 95204 R.C.E. NO.: 6 4 209 943-20210 Fax: 209 942-0214 C-12 15 c JOB NO. 04251 DRAWING FILE NO. P EXP DATE: 09/2007 o G -