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UTILITY PLAN NOTES: 1. Contractor To Coordinate With Facility Manager For Construction Phasing. 2. See Sheets CU-501 To CU-502 For Utility Details. 3. SJ County Details Below are Per San Joaquin County Public Works Improvement Standards Current Version(November 2014). 4. Thrust Blocks Per SJ County W-6. 5. Provide Utility Separation Per SJ County W-10. 6. Onsite Wastewater Treatment System Shall Be Per The San Joaquin County Onsite Wastewater Treatment Systems Standards(January 2017). 7. Leach lines shall be 4"PVC perforated pipe.Filter material shall be graded and washed rock or approved material.The Filter bed shall have minimum depth of 12"filter material under the perforated pipe and a maximum depth of 42".2"of filter material to cover the perforated pipe covered with untreated paper,filter fabric,straw,or other approved material prior to backfill. UTILITY PLAN KEYNOTES: The Key Notes Below Apply To This Series Of Sheets.Each Track 709 / Key Note May Not Be Used On This Specific Sheet. Track 706 1❑ 10"PVC(C-900)Water Line. 2❑ 2"Type K Copper Water Service Installation Per SJ County W-1. 3❑ Reduced Pressure Backflow Preventer. ------- ---------------- ® Hot Tap Connection. o Track 168 0 ❑5 Irrigation Meter,See Irrigation Plan. Mainline © Sanitary Sewer Cleanout Per SJ County S-3 and S-5. U L) ZO Track 101 Z ❑7 Subsurface Septic Dispersal Field.94.5 LF Leach Z =i Z Line and 1,417.5 SF of Filterbed. --- — HZ _ _ _ _ _ — — — — — H Z ® Water Meter Per SJ County. �Q --------------------------------------------------------------------------------------------------------------------------- �Q9❑ Fire Hydrant Assembly Per SJ County W-2. SSJID Irri anon Canal IY ------------------——— -----— — --—— ———— ------ ----------------- --------------------------------- 0 1M Gate Valve in HS-20 Traffic Rated Valve Box. W W W W 1n U) 11 20"Steel Casing Extending 15'From Centerline of Track. — ------------------------------------------------------- 0 6"Sanitary Sewer Line. — — — ----------------------- — — — — ----------------------- — — — — ------- — ----------- — — — — -------- — ------------- -- — — 2100 Gallon Septic Tank. 14 6"PVC(C-900)Water Line. --- — — — — — — — — — --------- — — — — — — ------- — — --------- — — — — — — — — — — — — ----------- Watertight Distribution Box Track 701 Concrete Craneway Concrete Craneway UTILITY PLAN LEGEND: —M M— Proposed Water Line Proposed Sanitary Sewer Line © I o W— —— Existing Water Line ®M M M M M W W WWW M M M M M M M M M®®®M M©®®M M M ©M M M M©M M M M M M M M M M M M M M®M M M M M M M M M M M M M M M M M M M M M M M M M®®M ©M M M ©M M M M M M M M M®WI ®®®®®W®®®®®® °° Water Valve ® Water Meter Extend Water Main Extend Water Main ® Backflow Preventer m 14 LigntPole,ryp. I 14 F.H. 22.5°Bend Protect In Place) 22.5°Bend o Fire Hydrant m L1 C.O. Sanitary Sewer Cleanout oHH High Mast Light 31 I MMM®WWWWWW®®®fMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMWMMWWWMMMEWWMMMWMMMMMMMMMWMWMMWMWMMMWMMMMMMMMM® IWWWW S4z_ I —W—————W— ——W—————W—————W—————W—(�———W—————W———— Concrete Craneway W—————W—————W—————W—————W—————W—————W——— W—W—————W————— in'9 ou MATCH LINE SEE DRAWING NO.CU-112 REVISION# BY DATE DESCRIPTION DRAWN BY: SUBDIVISION: 1 z 3 a 5 6 7 UNION PACIFIC DPW 2022-12-02 ISSUED FOR BID SET Systems DPW OAKLAND RAILROAD p 3 T--'y' 8 9 10 11 12 13 14 1 DPW 2022-12-20 ADDENDUM 2-REVISED FIRE HYDRANT LAYOUT CHECKED BY: MILE POST: LOCATION: French Camp,CA,San Joaquin County `-'-d 15 16 1475 E WOODFIELD ROAD Lathrop Intermodal Expansion Na..a RC 84.7T086.8 o- N 50 0 50 100 SUITE 600 DWG TITLE: SHEET NAME o a m SCHAUMBURG,ILLINOIS 60173 DATE: SHEET NU7Eg2 UTILITY PLAN m�° a PHONE:847-605-9600 _61 � SCALE IN FEET KEYMAP FAX:847-605-9610 zc22-12-02 79 OAREA 5 CU-105 a a Utility Plan-Area 5