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MATCH LINE SEE DRAWING NO.CU-103 UTILITY PLAN NOTES: track 702 track 702 1. Contractor To Coordinate W th Facility Manager For Construction Phasing. Track 703 track 703 2. See Sheets CU-501 To CU-502 For Utility Details. s'water Main 6°water twain3. SJ County Details Below are Per San Joaquin 1 (Contractor To venry Size) (Contractor To venry size) County Public Works Improvement Standards Current Version(November 2014). Extend 6"Water Main Q Extend 6"Water Main I'l 4. Thrust Blocks Per SJ County W-6. 5. Provide Utility Separation Per SJ County W-10. 00000000000000000000 moo©000©©000 ©©oo©©®oo©©®oo©©®®oro®®oro®®ori©o®®oro®®oo®®® 000®®oma®®®oma®®®®moo®®moo®®®®©© mmmv 6. Onsite Wastewater Treatment System Shall Be Per The San Joaquin County Onsite Wastewater Treatment Systems Standards(January 2017). 14 0 0 CDM— C M C M C M M COM 0 0 0 0 0 -CDM— C M COM C M —CCM-- COM 14 0 7. Leach lines shall be 4"PVC perforated pipe.Filter E E E E E211 E E EE E E E E material shall be graded and washed rock or approved material.The Filter bed shall have in depth of 12"filter material under the perforated pipe and a maximum depth of 42".2"of FF11.25 Bend 11.25 Bend filter material to cover the perforated pipe covered 10 with untreated paper,filter fabric,straw,or other �- 10 approved material prior to backfill. g9 UTILITY PLAN KEYNOTES: ®®®®®®®®®®®®®®®®®®®® o®® 000000000000000000000000000000®00000®0000®0000®®0000®00 0®0000®0®000000000®0000®®®© ©® The Key Notes Below Apply To This Series Of Sheets.Each N=e N=e Key Note May Not Be Used On This Specific Sheet. 1❑ 10"PVC(C-900)Water Line. 2❑ 2"Type K Copper Water Service Installation Per SJ County W-1. dD UD 3❑ Reduced Pressure Backflow Preventer. Track 804 ® Hot Tap Connection. Track 805 ❑5 Irrigation Meter,See Irrigation Plan. © Sanitary Sewer Cleanout Per SJ County S-3 and S-5. LU U w V Z O Z p ❑7 Subsurface Septic Dispersal Field.94.5 LF Leach Z 0 x6 x 0 ee =iZ Line and 1,417.5 SF of Filterbed. 1 1 " " 1 "T1 0 M� M M M M M e M z ® Water Meter Per SJ County. 2 Q e=_ ^ ^ e=_ Q 9❑ Fire Hydrant Assembly Per SJ County W-2. ®®®®®®®®®®®®®®®® `� ®®®®®®®®®®®®®®®®® ®®®00®®®00®®®000®®000®®0000®®� `�® mmmmom ©00®��0000000®0000®®000®®000©®®0©© w w Gate Valve in HS-20 Traffc Rated Valve Box. w LU U) U) 11 20"Steel Casing Extending 15'From Centerline of Track. 1© 6"Sanitary Sewer Line. 2100 Gallon Septic Tank. 14 6"PVC(C-900)Water Line. ' T , 11® Watertight Distribution Box UTILITY PLAN LEGEND., N 14 i N N —M M— Proposed Water Line Proposed Sanitary Sewer Line W— —— Existing Water Line Water Valve 10 a Water Meter 0 0 0 C M C M CTM C M 9 COM 0 0 0 0 0 C M C M COM Com CCM-- —C()M ® Backflow Preventer E E E E E E E E E E E E E F.H Fire Hydrant m ------- gL1 C.0. Sanitary Sewer Cleanout —m -�-------� �------x ' •�--—---�-—-- "-------= � x �-----� X-----moi A o 0 0 0 0 0 0 0 0 0 0 0 0 0 High Mast Light Pole, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 High Mast Light a a see electrical plat m� t — o 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 sa II F_F� .• Intermodal Way 2E oa o 0 0 -0 0 00 0 0 0 0 0 0 0 011 0 0 0 0° o -- II o2 'I> REVISION# BY DATE DESCRIPTION DRAWN BY: SUBDIVISION: 1 2 3 4 5 6 7 UNION PACIFIC DPW 2022-12-02 ISSUED FOR BID SET Systems DPW OAKLAND RAILROAD E 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 16 1475 E WOODFIELD ROAD Lathrop Intermodal Expansion Na..a RC 84.7T086.8 n N 50 0 50 100 SUITE 600 DWG TITLE: SHEET NAME o a m SCHAUMBURG,ILLINOIS 60173 DATE: SHEET NUMBER: UTILITY PLAN ma PHONE:847-605-9600 a o m � SCALE N FEET KEYMAP FAX 847-605-9610 2022-12-02 84 of 282 AREA 10 CU-110 a a UtilityPlan-Area 10