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1/27 MACHINED SEATING SURFACES 1 METER 1/4 SECTION A -A NOTES: 1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON CONFORMING TO ASTM A -48 -CLASS 30. 2. FRAME AND COVER SHALL BE HS20-44 RATED. 3. FRAME SHALL WEIGH APPROX. 22 LBS. COVER SHALL WEIGH APPROX. 7 LBS. 4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL CONFORMING TO A.W.W.A. C203. 5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED COUNTY OF SAN JOAQUIN SAN JOAQUIN COUNTY DATE SURVEY MONUMENT DIRECTOR OF PUBLIC WORKS FRAME & COVER IMPROVEMENT STANDARD N0. CW -M1 NOTES: See Note 7 03 1. One street sign is required N Ln at each intersection. 2 TYp 2. Block numbers are to be acquired from the San Joaquin County M ST Community Developement Department. no J3. See improvement plans for �� E location of traffic control devices. 4. The length of the street sign 1/2" R (typ) N - varies due to the length of Do the street name. `n 5. See Standard Drawing No. R-23 for TYPICAL STREET SIGN 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 May be installed roadways, also to be preceded by on SW -42 sign a W17, 36" stop ahead sign with tSee Note 7 appropriate pavement markings. ST7. Use the following for terminal streets E less than 300 feet in length: Black symbol an yellow background2' clear to�oedge of pavementDiamond Grade Sheeting Edge of pavement or back of dike 6' rural - BENCHRK: PER U.S.G.S. B.M. 19-8 1907-45. LOCATION: NORTHWEST CORNER OF MASONIC BUILDING IN THE TOWN OF E. CURRENT P ELEVATION: 45.85 IS MOST CURRENT PER F.E.M.A. DATE SIGNED: 1 r Curb Radii See Note * 20' *3'-6" (4'-6") intersection of 50' R/W and 60' 7' urban 30' Stop and street intersection to edge of pavement e R/W streets, with 84' R/W and 110' sig n location 5. Special bedding requirements may be shown on the plans or specified in ° 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. OF 24" FROM ANOTHER SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING. No. Revised BY EASEMENT LINE WITH Approved by Feb. 1996 PD TYPICAL TRENCH BACKFILL 7117T/ e 8. APPURTENANCES PER AGENCY REQUIREMENTS. 90 LOCATOR WIRE REQUIRED BY AGENCY. Director of Public War Drawn by JLD BALL ANGLE METER STOP WITH LOCK LUG. Checked by COUNTY OF SAN JOAQUIN 11. Date JUNE 1997 Scale NONE DEPARTMENT OF PUBLIC WORKS e10 Drawing No. R-29 P.L. (PROVIDE 1" CLEARANCE BELOW LID) ° ° i\I ° 2' clear Sign Support System: STOP AND STREET SIGN 2" X 2" Squarere Perforated Steel Tubing W,PEt a.Qahar LOCATION DETAIL Maintenance (Contact S.J. County Traffic M Division 468-3088 for approved list of vendors) * In URBAN Locations TYPICAL STOP AND STREET 3'-6° or more to foto of past In RURAL Locations O SIGN INSTALLATION 4'-6° or more to face of past No. Revised By Approved by oes STANDARD STREET 2 Novemlbe'rg20003 3 February 2004 DBS SIGN DETAILS Director of Public Works Drawn by JLD Checked by COUNTY OF SAN JOAQUIN Date JUNE 1997 Scale NONE DEPARTMENT OF PUBLIC WORKS Drawing No. R-25 - BENCHRK: PER U.S.G.S. B.M. 19-8 1907-45. LOCATION: NORTHWEST CORNER OF MASONIC BUILDING IN THE TOWN OF E. CURRENT P ELEVATION: 45.85 IS MOST CURRENT PER F.E.M.A. DATE SIGNED: 1 r Curb Radii See Note * 20' for intersection of 50' R/W and 60' R/W streets 30' for intersection of 50' R/W or 60' R/W streets, with 84' R/W and 110' R/W arterials 5. Special bedding requirements may be shown on the plans 6" Min. (TY P) 3'-0" Variable O.D./2 \\ \\ 10" Min. 0. D.. 0. D. 1. r walk + 20" Min. ,int (typ.) RIGID CONDUIT Backfill with materials equal to or better than the existing pavement and base in quality. New pavement shall be 1" thicker than existing pavement, minimum of 0.25 feet. New base shall be 1" thicker than existing base, minimum of 0.5 feet. Existing Pavement 6„ 6„ Compact in 12' max. layers to a min. relative compaction of 95%+ - under pavement and 90% outside pavement. Compact in 24" max. layers to a min. relative compaction of 85%. J Compact in 6" layers - to a minimum relative compaction of 90%. rb Notes: 1. Curb radius shall be 30' for intersection of 50' R/W and 60' R/W streets and 40' for intersection of 50' R/W or 60' R/W with 84' R/W or 110' R/W arterials. 2. Catch basins, sign posts, utility poles or other obstructions are not to be located within the wheelchair path area. 3. See Standard Drawing No. CW -7, R-10, 11, 25 for curb, gutter & sidewalk, handicap ramp and sign details. S=1:12 max., 1:15 min. 5❑ All curb ramps shall conform wth cal trans standard plan rsp 088a. No. Revised By Approved by 1 Feb. 1996 PD LOCAL CURB RETURN Director of Public works Drawn by JLD Checked by COUNTY OF SANT JOAQUIN Date JUNE 1997 Scale NONE DEPARTMENT OF PUBDC WORKS Drawing No R-23 2" 'S' stamped in top of curb to identify sewer service V min 2' max Temporary wood stake ---------- (2x2 or larger) 45' Wye -Tee -� combination Service lateral Per ft �4 Approved stoppers M`n `, p e Wye �4' min 5' max Sewer Main Undisturbed earth � ��\ 1/2" crushed rock end WYE DETAIL PROFILE DETAIL NOTES: 1. All services shall be 4" inside diameter or as shown on plan. 2. Contractor shall use the most appropriate type connection (alternates on sht. 2) for the particular situation. 3. See standard plan for required cleanouts & boxes. No. Revised By Sheet 1 of 2 Approved by S EWER SERV ICE LATERAL Director of Public w°r`° Drawn by JLD Checked by COUNTY OF SAN JOAQUIN Date SEPT. 1991 Scale NONE DEPARTMENT OF PUBLIC WORKS Drawing No. S - 7A CA* 800-222-2600 J a„ m_ Q o A ' nn r. onn-oo�_oa nn ADJUST BOX TO GRADE PER COUNTYWIDE STANDARDS 14-1/4"- 6"- F1-1151 TYP. 6" Min. (TYPO 7-1/2" Variable :' -I I-10-3/8" OD+12" 2 � ic j\ 10" Min. 10" Min.-I0.D.--1 10" Min. O.D. + 20" Min. FLEXIBLE CONDUIT NOTES: 1" DIA. MIN. LINE TO EACH LOT, 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. 30 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. OF 24" FROM ANOTHER SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING. No. Revised BY EASEMENT LINE WITH Approved by Feb. 1996 PD TYPICAL TRENCH BACKFILL (ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS.) 8. APPURTENANCES PER AGENCY REQUIREMENTS. 90 LOCATOR WIRE REQUIRED BY AGENCY. Director of Public War Drawn by JLD BALL ANGLE METER STOP WITH LOCK LUG. Checked by COUNTY OF SAN JOAQUIN 11. Date JUNE 1997 Scale NONE DEPARTMENT OF PUBLIC WORKS REMOTE READ TRANSCEIVER PER AGENCY REQUIREMENTS. Drawing No. R-29 P.L. 30" MIN. SERVICE SADDLE CORPORATION STOP WATER MAIN NOTES: 2" -8"- 12" UPLING OWNER 1/2" GRAVEL 12" DEEP MIN. (NOT TO SCALE) 1 1" DIA. MIN. LINE TO EACH LOT, 2 SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP. 90' COMP. x COMP. ELL., 'JAMES JONES' J-2610 W/J-2806 INSERTS MAY BE USED WHERE APPROVED BY AGENCY. 30 METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. AGENCIES MAY ELECT TO PROVIDE THE METER AS PART OF THE CONNECTION FEE. ® GATE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION. 5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING. © METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH PRIOR APPROVAL OF THE AGENCY. ] TOUCH READ METER BOX PER AGENCY REQUIREMENTS. (ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS.) 8. APPURTENANCES PER AGENCY REQUIREMENTS. 90 LOCATOR WIRE REQUIRED BY AGENCY. 10. BALL ANGLE METER STOP WITH LOCK LUG. (AFTER FLUSHING SERVICE, INSTALL LOCK SUPPLIED BY AGENCY) 11. TOUCH READ PAD PER AGENCY REQUIREMENTS. (PROVIDE AT LEAST 4 FEET OF WIRE.) 12 REMOTE READ TRANSCEIVER PER AGENCY REQUIREMENTS. SUPPORTED BY 1/2" SCH. 80 CONDUIT (24" MIN.) (PROVIDE 1" CLEARANCE BELOW LID) REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY NO. 1 By CC JUNE 2005 COUNTY OF SAN JOAQUIN SAN JOAQUIN COUNTY DATE WATER SERVICE DIRECTOR OF PUBLIC WORKS INSTALLATION IMPROVEMENT STANDARD NO. p10, DESCRIPTION FINISHED GRADE 5' MAX ALSO SEE NOTE [Z] NOTES: 1. VALVE BOX AND LID SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY. 2. ALL LIDS SHALL HAVE MACHINED SEATING SURFACES. © VALVE BOX RISERS SHALL BE AS MANUFACTURED FOR THE VALVE BOX SUPPLIED. VALVE BOX RISER TO BE ONE CONTINUOUS PIECE AND CENTERED ON VALVE. SHOULD BE RISER OR 8" 0, CLASS 100 PVC. SEE NOTE 5. 4. FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW -W6. 5. ALTERNATIVE VALVE BOX AND RISERS MAY BE USED WHERE APPROVED BY THE AGENCY. 6. CONCRETE COLLAR NOT REQUIRED WHEN VALVE BOX IS LOCATED IN CONCRETE SIDEWALK AREA. © VALVE STEM EXTENSIONS MAY BE USED TO COMPLY WITH 5' MAX. DISTANCE FROM GRADE TO NUT. 8. TRACE WIRE MAY BE USED WHERE APPROVED BY AGENCY. REVISION I DATE COUNTYWIDE IMPROVEMENT STANDARDS COUNTY OF SAN JOAQUIN VALVE BOX DETAILS CONCRETE COLLAR WATER MAIN ADAPTOR/REDUCER AS REQUIRED STANDARD VALVE BOX 2 RISER 3' MIN. NO SERVICE CONNECTIONS VALVE SAN JOAQUIN COUNTY DATE DIRECTOR OF PUBLIC WORKS JUNE 1997 IMPROVEMENT CW -W5 STANDARD N0. FINISHED GRADE NOTE: BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY. D D l p .D ° 9.. tADAPTER LIND FLANGE TAP OR 2-1/2" HOSE WITH BRASS AP AS APPROVED Y AGENCY. 4" DUCTILE IRON FLANGED SPOOL THRUST BLOCK 90° ELL DUCTILE IRON FLANGE x FLANGE 4" DUCTILE IRON FLANGED SPOOL REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY COUNTY OF SAN JOAQUIN SAN JOAQUIN COUNTY DATE DIRECTOR OF PUBLIC WORKS JUNE 1997 BLOW -OFF IMPROVEMENT STANDARD NO. Cw-W6 WMWOOD ESTATES DRAWN BY: DJA DETAILS SCALE: 1" =40' PREPARED IN THE OFFICE OF: • Civil Engineering • Land Surveying DATE: 08/22/06 SHEET • Structural Engineering C-13 • Planning 4045 Coronado Avenue • Stockton, CA 95204 R.C.E. NO.: 62498 JOB N0. 209 943-2021• Fax: 209 942-0214 04251 09/2007 DRAWING F EXP DATE: �-± G - OF I 15 I