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UTILITY PLAN NOTES: 1. Contractor To Coordinate With Facility Manager For Construction Phasing. I 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). II 4. Thrust Blocks Per SJ County W-6. I 5. Provide Utility Separation Per SJ County W-10. 0 6. Onsite Wastewater Treatment System Shall Be Per The San Joaquin County Onsite Wastewater Treatment Systems Standards(January 2017). I I I 7. Leach lines shall be 4"PVC perforated pipe.Filter I I material shall be graded and washed rock or o I approved material.The Filter bed shall have o minimum depth of 12"filter material under the m perforated pipe and a maximum depth of 42".2"of W 1 0000 e o00000�-0 0 I oomocy� filter material to cover the perforated pipe covered I= with untreated paper,filterfebric,straw,orother approved material prior to backfill. A Street r- L D \ I o I UTILITY PLAN KEYNOTES: 0- The Key Notes Below Apply To This Series Of Sheets.Each 0 I Key Note May Not Be Used On This Specific Sheet. I I I ° I I i 1❑ 10"PVC(C-900)Water Line. I c * k * r * rr k * * I I I [2] K Copper Water Service Installation Per SJ o County 3❑ Reduced Pressure Backflow Preventer. — — — — — — — — — — — — — ----------------- — — — — — — ------- — ----------- — — — — — — ° o 0 0 I I i ® Hot Tap Connection. I II 0 10'x 10'RCP Culverts I ,I I o I ❑5 Irrigation Meter,See Irrigation Plan. II m Mainline © Sanitary Sewer Cleanout Per SJ County S-3 and S-5. LU I I S Z O Track 101 ❑7 Subsurface Septic Dispersal Field.94.5 LF Leach ZI Line and 1,417.5 SF of Filterbed. UZ _ -- --W----- -- -� !�Y✓ ---W--- ---WW— W ---W --J,L �- - ----- — Water Meter Per SJ County. QQ --------------- `-------------------------------------Q -� - r_ ----------------------____ 9❑ Fire Hydrant Assembly Per SJ County W-2. rn --------------------------- -- -----, 0 French Camp Outlet Canal I ------ --- ----------------- ----------------------------------__-- -� I ------------------------ 1� Gate Valve in HS-20 Traffic Rated Valve Box. LU LLI _ _ _ _ ( \ -=-- 11 20"Steel Casing Extending 15'From Centerline of o Track. 1© 6"Sanitary Sewer Line. Chain Link Fence,Typ. -- — — — -- _� — -- ----------------- — — — — — -- -- — Light Pole,Typ. - — ------------- -- — — 100GallonSepticTank. © 2 _________b'__ UPRRROW o —V 14 6"PVC(C-900)Water Line. o 0 m I I 01® Watertight Distribution Box ° o I I j I I UTILITY PLAN LEGEND: Detention Pond 1 —M M— Proposed Water Line O Proposed Sanitary Sewer Line ---------------------------------- ----- --, i I -W- -- Existing Water Line 42"CMP Storm Sewer w Water Valve I Water Meter I Backflow Preventer o F.H. Fire Hydrant mb Track 601 o o 45 _ C.0. Sanitary Sewer Cleanout Track 602 to �H High Mast Light as I m R m SSJID Manhole 0 I IX I (Protect In Place) -a ; � I 36"RCP Irrigation Lateral(SSJID) a EI Chain Link Fence, Tie Into Existing Water Main I SSJID 30'Easement m a Light Pole,Typ. 22.5°Bend ® M MI M ®® 30 o2 14ITTTTTT TTTTTTTTTTTTTTTTTTTTTTTTTFITTpk4ot]TTTTTTTTTTTTTTTTTTTTTTTTTT71 I MATCH LINE >,. SEE DRAWING NO. CU-114 REVISION# BY DATE DESCRIPTION DRAWN BY: SUBDIVISION: 1 2 3 4 s s UNION PACIFIC DPW 2022-12-02 ISSUED FOR BID SET Systems DPW OAKLAND RAILROAD 3 n — 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 `-'-° 15 16 1475 E WOODFIELD ROAD Lathrop Intermodal Expansion Na..a RC 84.7 TO 86.8 n 1 N 50 0 50 100 SUITE 600 DWG TITLE: SHEET NAME o a m SCHAUMBURG,ILLINOIS 60173 DATE: SHEET NUMBER: UTILITY PLAN m�° a PHONE:847-605-9600 a o mom'SCALE N FEET KEYMAP FAX:847-605-9610 2022-12-02 81 of 282 AREA 7 CU-107 a a Utility Plan-Area 7