Laserfiche WebLink
4' X 4' BELL HOLE FOR UNDER ROAD BORE FOR <br />2 NEW 't" WATER SERVICE LINES INTO EXISTING <br />10" WATER MAIN PER COUNTY STD. DWG. W-1 TO <br />WEST SIDE OF FAIROAKS RD. per details R-29 & <br />W-1 <br />EXISTING FENCE © RIGHT OFF WAY LINE <br />AP IS <br />ASSESSMENT USEa <br />SONLY 248— — / 1 <br />POR. BRIOHETTO TRACT: OF <br />,THE IRRIG. FARMS, SUED. <br />L — RA Bk. 24 Pg. 080 <br />K — P.A Bk 23 Pg. 076 <br />J — R.S. Bk 30 Pg. 200 <br />1 — R.S. Bk 23 Pg. 57 <br />H — P.M. 8k 03 Pg, 161 <br />G, — P.M. Bk,08 Pg. 068 <br />F — P.M. Bk. 06 Pg. 163 7 Sk 08 Pg. 67 <br />E — P.M. 8k. OS Pg. 150 <br />0 — P.M. 8k. 04 Pg. 164 <br />C — R.S. 8k. 23 Pg. 61 <br />8 — P.M. 8k. 3 Pg. 162 <br />A — R.M. 8k.70 Pg. 113 <br />R. M. Bk. 10 Pg. 113 <br />Assessor's Map 8k.248 Pg. 11 <br />County of San Joaquin, Calif. <br />NOTE: Assessor's Parcel Numbers Shown in Circles. <br />Assessor's 87ock Numbers Shown in Ellipses. <br />Curb, gutter & sidewal <br />'---Water main <br />NOTES: <br />10 1" Dia min line to each lot. <br />2❑ Service pipe to be continuous (no joints) between main and angle meter stop. <br />90' Compression x Compression Elbow per AWWA standards. <br />Inserts may be used where approved by agency. <br />❑3 Meters shall be specified by agency. Meters shall be furnished and installed by the <br />Contractor. Agencies may elect to provide the meter as part of the connection fee. <br />® Gate valve is required prior to any point of connection. <br />5. The location of the service saddle shall be a min. of 24" from another service saddle, <br />bell, spigot, or other fitting. <br />® Meter box may be placed adjacent to property or easement line with <br />prior approval of agency. <br />❑7 Touch read meter box per agency requirements. <br />(All boxes located in driveway areas to have traffic covers) <br />8. Appurtenances per agency requirements. <br />❑9 Locator wire required by agency. <br />10 Ball angle meter stop with lock lug. (After flushing service, install lock supplied by agency`' <br />11 Touch read pad per agency requirements. (Provide a min of 4 feet of wire) <br />12 Remote read transceiver per agency requirements. Supported by 1/2" Schedule 80 conduit <br />(24" min) Provide 1" clearance below the lid. <br />13 2" "W" stamped on top of curb. <br />14. Meters greater than 2" shall have an empty spool equal to the meter dimension placed <br />in box. <br />WATER SERVICE INSTALLATION I `Z�M. A, <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Wading for YOU I I ­„ -- <br />See Note 2 Below <br />-Compact in 12" max— <br />layers to a min relative <br />compaction of 95% <br />under pavement and <br />90% outside pavement. <br />-Compact in 24" max-/ <br />layers to a min relative <br />compaction of 85%. <br />-Compact in 6" layers -- <br />to a min relative <br />compaction of 90%. <br />10" Min 10" Min <br />RIGID CONDUIT <br />FLEXIBLE CONDUIT <br />NOTES: <br />1. New pavement shall be 1" thicker than existing pavement, minimum <br />of 0.25 Ft. New base shall be 1" thicker than existing base, min of 0.50 Ft. <br />2. Select native material or imported granular material as approved by the Director <br />of Public Works. Backfill with materials equal to or better than the existing <br />pavement and base in quality. <br />3. Relative compaction of materials shall be tested in accordance with <br />the State of California, Dept. of Transportation Testing Manuals, test <br />method No. California 216 or 231. <br />4. All existing pavement shall be neatly cut to line prior to trench excavation. <br />5. Jetting or ponding will be permitted within the street right-of-way with <br />a 3 year bond, when approved by the Director of Public Works. <br />6. When shown by soil composition and compactability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />7. Special bedding and backfill requirements may be shown on the plans or <br />specified in the special provisions. <br />Approved by: <br />TYPICAL TRENCH BACKFILL c.- <br />�� i� I COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Warkin for YOU I1�_—lStci. awn. Nn. <br />FAIR OKS DSR FLAGGING TRAFFIC PLAN <br />PLAN <br />NOT TO SCALE <br />WORK HOURS <br />8:30A.M. TO 4:30P.M. <br />TEMPORARY NO PARKING SIGNS <br />SHALL BE IN PLACE WITH IN THE <br />WORK ZONE AND SHALL INDICATE <br />DATE AND TIME OF PROPOSED <br />NO PARKING IN THAT AREA. SIGNS <br />SHALL BE PLACED AS NEEDED <br />DELINEATION DEVICE SUGGESTED MAX SPACING <br />RO6D TYPE <br />A <br />SIGN LEGEND <br />260' <br />im, <br />.W' <br />FLAGGER <br />URBAN (IAY3PEED)MORETIYN 75 MFII lOAO MPN <br />a <br />W20-1 ------- ROAD WORK AHEAD <br />�' <br />2Sa <br />2Sa <br />W204 ---------- ONE LANE ROAD AHEAD <br />SSV <br />369' <br />C9A(CA) ------ FLAGGER SYMBOL <br />RI6HL <br />Boa <br />W34 ---------- BE PREPARED TO STOP <br />S0a <br />E%PRF96WAT/FREEWAY <br />G20-2 ---------- END ROAD WORK <br />PROPOSED WORK LOCATION <br />3610' <br />WATER MAIN TIE-IN THIS SIDE <br />WATER METER INSTALL THIS SIDE <br />i <br />FLAGGER <br />w`i -f <br />TEMPORARY NO PARKING SIGNS <br />SHALL BE IN PLACE WITH IN THE <br />WORK ZONE AND SHALL INDICATE <br />DATE AND TIME OF PROPOSED <br />NO PARKING IN THAT AREA. SIGNS <br />SHALL BE PLACED AS NEEDED <br />DELINEATION DEVICE SUGGESTED MAX SPACING <br />RO6D TYPE <br />A <br />DI TANM BETWEEN SIGNS <br />B C <br />URBAN (WW SPEED) 25 MPH OR LESS <br />im, <br />.W' <br />IW' <br />URBAN (IAY3PEED)MORETIYN 75 MFII lOAO MPN <br />220 <br />2Sa <br />2Sa <br />URBAN "ON SPUD) MORE THAN 40 MPH <br />SSV <br />369' <br />W. <br />RI6HL <br />Boa <br />S. <br />S0a <br />E%PRF96WAT/FREEWAY <br />1,000' <br />1500' <br />3610' <br />CAUFORNW MUTW2012CHARF <br />SPE D <br />S <br />IMF+F) <br />MINIMUM TAPER LENGTH FOR WIDTH OF OFFSET 12FT <br />MERGINO SHIFTING SHOULDER DOWN <br />L L/2 L/3 STREAM <br />20 <br />411' <br />271' <br />Ioa <br />26 <br />126' <br />B3' <br />42' <br />1Wy <br />So <br />107 <br />BO' <br />W <br />WATER NCOUN TIE-IN <br />26 <br />266' <br />726' <br />172' <br />TOW <br />40 <br />720' <br />IBD' <br />SOT <br />100' <br />66 <br />040' <br />27O <br />M <br />srN ` s•"I" <br />1061 N. El�IERALDAVE MODESi0, Cd76361 <br />so <br />� <br />300' <br />00Q <br />BE <br />BBa <br />330' <br />U <br />60 <br />720' <br />360' <br />=Miaw <br />� <br />66 <br />7HG <br />SBO' <br />Of <br />540' <br />420' <br />Q � <br />LEGEND <br />SIGN PLACEMENT <br />PROPOSED WORK LOCATION <br />TRAFFIC CONES <br />ALL ADVANCE WARNING SIGNS SHALL BE <br />MOUNTED ON FLAG STANDS WITH FLAGS. <br />GENERAL NOTES: <br />1. FAIR OAKS DR TO BE REDUCED TO ASIMGLE LANG DURING PROPOSED WORK <br />2. FLAGGEM SHALL BE IN PUCE AND SHALL DIRECTTRAFFIC THRU THE WORK ZONE. <br />3, FLAOBPSS SHALL HAYS TWO WAY COMMLINHUkTIONATALL TIMES. <br />4. TRAFFIC CONES SHALL BE IN PLACE TO BLOCK OPFTHE WORK ZONE AND SHALL BE SPACED 317 MAX <br />A. ADVANCE WARNING SIGNS SHALL BB N PLACEAS INDICATED ON THE TRAFFIC PLAN. <br />4. ALL OPEN "CAVATNNN SHALL RE RACIffRLEO SND OR TRENCH PLATEO AT THE END OF PACK VBCRK DAY <br />F TRENCH PLATES ARE PLACED IN ROAD IMY,,'RUEN' OR "UNEVEN PAYETAENT-BIONS SHALL BE IN PLACE <br />DURING NON WORKING HOURS, ALL BARRICADES LEFT OVER NIGHT WILL HAVE FLASHING LIGHTS, <br />T. ALL CONTROLS OHALLADHEM TO THE 2614 GAMITCD, PART L <br />PLAN <br />CONTRACTOR: <br />TRAFFIC CONTROL PLAN FOR <br />PLAN DRAWN BY <br />PROPOSED WORK <br />TYPE OF <br />SHEET# <br />DM ALEGRE CONSTRUCTION, INC. <br />P.O. BOX 387 <br />WATER METER INSTALLAND <br />1Z <br />ALBERTO DELGADO <br />SCHEDULE <br />TRAFFIC CONTROL: <br />TRACY, CA 95378 <br />WATER NCOUN TIE-IN <br />u� AL1 's t9 <br />TRAFFIC CONTROL <br />w <br />PROTECT MANAGER <br />DENNIS ALEGRE <br />FAIR OAKS RD <br />TRACY, CA <br />;m <br />�OiOMep"q 'NMIF d+Slr�m a SIGN <br />SUPERVISOR <br />DATE TO BE <br />LANE <br />TCP 1 <br />{209)993-5925 <br />M <br />srN ` s•"I" <br />1061 N. El�IERALDAVE MODESi0, Cd76361 <br />1.8510.861-8262 <br />DETERMINED <br />FLAGGING <br />G ING <br />00Q <br />dennis@dmalegm.com <br />LL <br />C31 LICENSED CONTRACTOR <br />208-522.8913 <br />U <br />REVISIONS <br />^Z <br />n <br />U) <br />w <br />U <br />Q <br />p <br />M <br />LO <br />LO <br />�Lr)� <br />00Q <br />LL <br />U <br />1 <br />LLJr <br />U 00 <br />U <br />N <br />� <br />� <br />LJJ 0- <br />U) Q <br />Of <br />UJW <br />Q � <br />c) <br />Q <br />0 <br />r <br />co1 <br />L1J d- <br />Q <br />Z c\1 <br />LL <br />DRAWN BY: <br />DENNIS ALEGRE <br />DATE: OCT. 2016 <br />SCALE: 1/4"=1' <br />SHEET <br />