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I <br />GENERAL NOTES <br />1. Developer/Owner: <br />King & Lyons <br />46750 Fremont Blvd. <br />Fremont, CA'94538 <br />(415) 656-1900 <br />Contact: Paul Lang <br />Bud Lyons <br />2.. Civil Engineer: <br />Majors Engineering, Inc. <br />100 Park Place, Suite 220 <br />San Ramon, CA 94583 <br />(415) 820-2423 <br />3. Governing Agencies: <br />San Joaquin County Public Works Dept. <br />P.O. Box 1810 <br />1810 E. Hazelton Ave. <br />Stockton, CA 95201 <br />(209) 468-3000 <br />State of California Dept. of Water Resources <br />Route 1 Box 39 <br />West Kelso Road <br />Syron, CA 94514 <br />(209) 835-7106 <br />U.S. Bureau of Reclamation <br />Tracy Field Office <br />Route 1 Box 55 <br />Byron, CA 94514 <br />(209) 836-6249 <br />4. The Contractor is responsible for notifying all utilities at <br />least 48 hours prior to any excavation, so that their lines <br />can be marked. Utilities to be notified include but are not <br />limited to: <br />Pacific Gas & Electric (800) 642-2444 <br />Pacific Bell <br />United Artist Cable Communications <br />Union Oil Company <br />MCI <br />US sprint <br />Plainview Irrigation District (209) 835-0375 <br />5. The Contractor is responsible for notifying the State <br />Department of Water Resources and the U.S. Bureau of <br />Reclamation at least 7 days prior to beginning work within <br />their rights-of-way. <br />6. The Contractor is responsible for immediately notifying both <br />the County Inspector and the Design Engineer upon discovery <br />of any field conflicts. <br />7. Any deviations or changes from these plans without the <br />written approval of the Design Engineer shall absolve the <br />Design Engineer of any responsibility of said deviation or <br />change. <br />8. The Contractor shall notify the County Inspector at least 24 <br />hours prior to requested/required inspections. <br />9. The Surveyor shall be notified at least 2 working days (48 <br />hours) in advance of when staking will be needed. <br />10. TheCountywill perform compactions tests when required. An <br />initial test and one -retest will be provided at no cost to <br />the Contractor. Additional tests will be made at the <br />Contractors expense. <br />State Department of Water Resources Notes: <br />11. Control cables connected with the operation of the State <br />Water Project are buried on both sides of the aqueduct <br />within the Department of Water Resources' right-of-way. The <br />Contractor shall contact Underground Service Alert (USA) at <br />1-800-642-2444 (Northern CA), and MCI Telecommunications <br />Corporation at 1-800-624-9675 for information regarding the <br />locations of these cables. Prior to any excavation in this <br />area, the cables shall be located in the presence of a DWR <br />Delta Field Division Inspector (call (209) 835-7106 for <br />appointment) by using hand held tools and their locations <br />and elevations shall be shown on the drawings. Measures <br />shall be taken by the contractor to protect the cables in <br />place. <br />12. A seven (7) day advance notification is required prior to <br />starting work within the Department of Water Resources' <br />right-of-way. Contact the Division of Land and Right -of - <br />Way, Encroachment Permit Section (Brook Baxter), Sacramento, <br />California at (916) 445-9412, and the Delta Field Division, <br />Engineering Branch (Richard Winkler) Byron, California at <br />(209) 835-7106. <br />13. The contractor will be liable for any damage to DWR's <br />control cables as a result of the proposed construction, and <br />for any other resulting damages, including Power, <br />Irrigation, Municipal and Industrial Water Supply, and <br />communication losses. Any excavation within three (3) feet <br />of the cables shall be done by using hand held tools. <br />14. All trenches shall be excavated to comply with the most <br />current occupational safety and health administration <br />standards. Trench backfill shall be placed in no greater <br />than. 4 -inch lifts if hand compacted or no greater than 8 - <br />inch lifts if power compacted. Trench backfill compaction <br />within DWR's Right-of-way shall be compacted to 90 percent <br />relative compaction (ASTM 1557), except across DWR's <br />roadways, and through protective dikes where backfill <br />compation shall meet 95 percent (ASTM 1557). <br />ROAD CLOSURES <br />15. San Joaquin County has approved the closing of Patterson Pass <br />Road in the area of the Delta Mendota Canal for the bridge and <br />road, 'construction. At the Contractor's option, an alternate <br />.construction staging plan slowing this closure may be <br />submitted to the County for their approval. <br />GENERAL <br />..6. The Topographic information shown in plan view was obtained <br />from Aerial Photogrametry. Majors Engineering, Inc. accepts <br />no responsibility for the accuracy of that information. <br />The cross sectioned information was obtained by field survey. <br />The field information was used for design. <br />The Contractor shall inform the Design Engineer, immediately, <br />of any problems which arise from discrepancies in these sets <br />of information. <br />RECORD DRAWINGS <br />The information contained on these plans is based upon the "as-bujiG'-'-imfttrmation <br />provided by the Contractor and generally depicts the post-constrvV60 x­Wt4d'it!PD&4P is <br />site. A post -construction survey was not completed. All information -tau d-JWd <br />verified prior to undertaking any future work on this site. <br />f/ ti12/ '7 <br />W I rNo. C 44666� <br />Kevin C. Carter, P.E. C44665 Date <br />Kerry Engineering and Surveying, Inc. <br />.a <br />LEGENDS & ABBREVIATIONS <br />SYMBOLS <br />EX' STING PROPOSED <br />sf <br />X PH1 <br />c <br />0 <br />H <br />d PNT <br />ABBREV. <br />CB & C.B. <br />MH' <br />DESCRIPTION <br />CATCH BASIN <br />MANHOLE <br />SIGN <br />ELECTROLIER <br />JP JOINT POLE <br />PP POWER <br />PH1 POTHOLE #1 "SEE TABLE SHEET 2• <br />BRICK WALL <br />,TANDPIPE & STAND PIPE <br />IbICr <br />O ., <br />LL N <br />W > <br />o <br />CY <br />rn <br />y <br />W <br />t- <br />aD C <br />U r <br />U <br />Y <br />FLOW LINE <br />DELINEATOR POTHOLE INFORMATION Now <br />BARRICADE POTHOLE DESCRIPTION ELEVATION <br />TRAFFIC FLOW PH 1 Pacific Bell Cable 244.48 <br />PH 2 Pacific Bell Cable 243.86 <br />REMOVE Q <br />PH 3 MCI Cable 252.69 <br />O Z <br />RFI OCATED FENCE (CL) PH 4 MCI Cable 252.95 �O <br />PH 5 Chevron Pipeline 161.72 C J <br />ANGLE POINT Z 0 < <br />PH 6 6" PG&E Gas Line 160.64 F <br />V <br />PAVEMENT OVERLAY AREA 10" PG&E Gas Line 158.30 dc W <br />PH 7 26" PG&E Gas Line 159.11 ~ <br />c W <br />IE MPORARY PAVEMENT PH 8 12" PG&E Gas Line 161.75 = J <br />O Q <br />PH 9 Unocal Pipeline 225.94 N <br />PAVEMENT CONFORM AREA1 PH 10 Unocal Pipeline 234.32��' <br />PH 11 F.L.66" RCP (Basin -Schulte) 201.19 <br />GRAVEL, TURNAROUND AREA V/ <br />PH 12 F.L.66" RCP (Basin-DWR) 201.38UJ <br />Y <br />OHE OVERHEAD ELECTRIC PH 13 F.L.72" RCP - DWR 199.68 t <br />IL <br />PH 14 Unocal Pipeline -Basin 215.44 <br />T/B TOP & BOTTOM <br />PH 15 Unocal Pipeline -Basin 209.97 <br />- N J � <br />E. W. EACH WAY PH 16 Pacific Bell Cable 207.41 m Q <br />M Z <br />PH 17 Pacific Bell Cable 202.23 Cf <br />GB GRADE BREAK a* ::: O <br />PH 18 24" Irrigation Line 201.00 4C ?,. <br />EXISTING U J Z <br />EX & EXIST PH 19 21" Irrigation Line 203.65 C R <br />N V <br />PVI POINT OF VERTICAL INTERSECTION PH 20 21" Irrigation Linc 197.27 G Q <br />FO <br />PT POINT OF TANGENCY < <br />� Z <br />NOTES: Q <br />PC POINT OF CURVATURE 1. All elevations shown are top of pipe unless marked F.L. for Flow Line. <br />H . <br />PROP. PROPOSED 2. This information is provided for reference only. Majors Engineering, Inc. takes no responsibility <br />Qfor the accuracy of this information. co <br />EB/BB=BACK <br />=RAILING <br />1 ~ N <br />3. Contractor shall call USA before beginningwork. w+ <br />B/W 4. Contractor shall be responsible for verifying and/or providing additional pothole information as 4 -� C0 <br />necessary. MBGR <br />SfP 2.0 <br />1Oko <br />C <br />CD <br />- <br />W <br />W <br />O <br />W <br />z <br />W <br />J <br />U <br />to <br />QQ� <br />W <br />0 <br />- <br />W <br />O <br />y <br />�_ <br />z <br />Z <br />Q <br />O <br />(J <br />Y <br />O <br />Y <br />U <br />I <br />U <br />U <br />U <br />W <br />a <br />a. <br />(7 <br />r <br />a <br />L <br />0 <br />v <br />i <br />CO <br />co <br />00 <br />cr <br />LO <br />o <br />� <br />0 <br />N <br />a <br />N <br />ap <br />Y <br />U <br />�r <br />"f <br />O <br />O <br />Z <br />0 <br />< <br />O <br />w <br />�o <br />1C <br />a <br />a <br />- <br />w <br />Z <br />< <br />cc <br />U <br />U <br />c <br />2 <br />�N <br />._ <br />.- <br />LO <br />` <br />N <br />W <br />y <br />< <br />C <br />n <br />30 <br />C <br />U <br />W <br />Z <br />- <br />N <br />O <br />< <br />LO <br />Y <br />oC <br />> <br />< <br />Obi <br />v <br />M <br />3 <br />� <br />a <br />o <br />o <br />< <br />cr <br />U <br />04 <br />OLL <br />M <br />_ <br />p <br />N <br />< <br />v <br />O <br />z <br />FLOW LINE <br />DELINEATOR POTHOLE INFORMATION Now <br />BARRICADE POTHOLE DESCRIPTION ELEVATION <br />TRAFFIC FLOW PH 1 Pacific Bell Cable 244.48 <br />PH 2 Pacific Bell Cable 243.86 <br />REMOVE Q <br />PH 3 MCI Cable 252.69 <br />O Z <br />RFI OCATED FENCE (CL) PH 4 MCI Cable 252.95 �O <br />PH 5 Chevron Pipeline 161.72 C J <br />ANGLE POINT Z 0 < <br />PH 6 6" PG&E Gas Line 160.64 F <br />V <br />PAVEMENT OVERLAY AREA 10" PG&E Gas Line 158.30 dc W <br />PH 7 26" PG&E Gas Line 159.11 ~ <br />c W <br />IE MPORARY PAVEMENT PH 8 12" PG&E Gas Line 161.75 = J <br />O Q <br />PH 9 Unocal Pipeline 225.94 N <br />PAVEMENT CONFORM AREA1 PH 10 Unocal Pipeline 234.32��' <br />PH 11 F.L.66" RCP (Basin -Schulte) 201.19 <br />GRAVEL, TURNAROUND AREA V/ <br />PH 12 F.L.66" RCP (Basin-DWR) 201.38UJ <br />Y <br />OHE OVERHEAD ELECTRIC PH 13 F.L.72" RCP - DWR 199.68 t <br />IL <br />PH 14 Unocal Pipeline -Basin 215.44 <br />T/B TOP & BOTTOM <br />PH 15 Unocal Pipeline -Basin 209.97 <br />- N J � <br />E. W. EACH WAY PH 16 Pacific Bell Cable 207.41 m Q <br />M Z <br />PH 17 Pacific Bell Cable 202.23 Cf <br />GB GRADE BREAK a* ::: O <br />PH 18 24" Irrigation Line 201.00 4C ?,. <br />EXISTING U J Z <br />EX & EXIST PH 19 21" Irrigation Line 203.65 C R <br />N V <br />PVI POINT OF VERTICAL INTERSECTION PH 20 21" Irrigation Linc 197.27 G Q <br />FO <br />PT POINT OF TANGENCY < <br />� Z <br />NOTES: Q <br />PC POINT OF CURVATURE 1. All elevations shown are top of pipe unless marked F.L. for Flow Line. <br />H . <br />PROP. PROPOSED 2. This information is provided for reference only. Majors Engineering, Inc. takes no responsibility <br />Qfor the accuracy of this information. co <br />EB/BB=BACK <br />=RAILING <br />1 ~ N <br />3. Contractor shall call USA before beginningwork. w+ <br />B/W 4. Contractor shall be responsible for verifying and/or providing additional pothole information as 4 -� C0 <br />necessary. MBGR <br />SfP 2.0 <br />