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EHD Program Facility Records by Street Name
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1600 - Food Program
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PR0545120
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Entry Properties
Last modified
1/12/2023 11:17:38 AM
Creation date
2/26/2020 11:06:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0545120
PE
1617
FACILITY_ID
FA0024482
FACILITY_NAME
ADELFO'S ARCO AM/PM
STREET_NUMBER
3443
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13206001
CURRENT_STATUS
01
SITE_LOCATION
3443 CHEROKEE RD
QC Status
Approved
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SJGOV\jcastaneda
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EHD - Public
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WATER CONSTRUCTION NOTES: <br />CONNECT TO EXISTING WATER LINE PER WATER DISTRICT STANDARDS. <br />CONTRACTOR TO FIELD VERIFY EXACT HORIZONTAL/VERTICAL LOCATION <br />OF EXISTING STORM DRAIN PRIOR TO CONSTRUCTION. CONTACT ENGINEER <br />IF CONFLICT EXISTS. <br />n2 55 LF 1-112- WATERLINE (IRRIGATION SERVICE) <br />a1" IRRIGATION METER AND BACKFLOW PREVENTION DEVICE PER WATER <br />DISTRICT STANDARDS. <br />a 55 LF 1-1/2- WATERLINE (DOMESTIC SERVICE) <br />E1" WATER METER AND BACKFLOW PREVENTION DEVICE PER WATER <br />DISTRICT STANDARDS. <br />® 38 LF 1-1/2- WATERLINE <br />F7 1-1/2" x 1-1/2" x 1" TEE <br />® 11 LF 1" WATERLINE TO AIR/WATER UNIT <br />27 LF 1-1/2- WATERLINE TO NEW BUILDING. <br />UTILITY PLAN <br />ARCO C -STORE AND FUEL CANOPY <br />3511 CHEROKEE ROAD, SAN JOAOUIN COUNTY CA <br />SEWER CONSTRUCTION NOTES= <br />OONSITE SEPTIC TANKS AND PUMP SYSTEM. SEE PLANS BY OTHERS. <br />OTRASH ENCLOSURE FLOOR DRAIN. CONNECT TO SEPTIC SYSTEM. <br />O39 LF 6" SDR -35 SS 0 1.0% MIN. <br />OSEWER CLEANOUT <br />RIM = TO FINISH GRADE <br />IE = 28.00, 6" <br />ONEW UNDER CANOPY AREA O/W SEPARATOR <br />JENSEN PRECAST N0, JP -500 <br />RIM = TO FINISH GRADE <br />IE = 28.30, 6" IN <br />IE = 28.05, 6" OUT <br />NEW UNDER CANOPY AREA CATCH BASIN <br />JENSEN PRECAST CATCH BASIN <br />MODEL NO. D1242448 (OAE) <br />TG = 28.40 <br />IE=25.40,6" <br />O99 LF 6" SDR -35 SS ® 1.07. MIN. <br />OSEWER 6x6x6 WYE <br />IE = 26.42, 6" <br />Q5 LF 6" SDR -35 SS ® 1.0% MIN. <br />10 SEWER CLEANOUT <br />RIM = TO FINISH GRADE <br />IE = 26.59, 6" <br />11 21 LF 6" SDR --35 SS 0 1.0% MIN. <br />12 SEWER CLEANOUT <br />RIM = TO FINISH GRADE <br />IE = 26.80, 6" <br />13 3 LF 6" SDR -35 SS 0 1.07. MIN. <br />GSAMPLING MANHOLE <br />RIM = TO FINISH GRADE <br />IE=26.45,6" <br />15 3 LF 6" SDR -35 SS @ 1.0% MIN, <br />16 NEW GREASE INTERCEPTOR <br />JENSEN PRECAST MOD. NO. JP -750 (OAE) <br />TG = TO FINISH GRADE <br />IE = 26.73, 6" IN <br />IE = 26.48, 6" OUT <br />17 7 LF 6" SDR -35 SS 0 1.09 MIN. <br />18 SEWER CLEANOUT <br />RIM = TO FINISH GRADE <br />IE = 26.80, 6" <br />BUILDING UTILITY CONNECTIONS DETAIL <br />IIWV ... <br />1 <br />0 <br />4' S <br />4 5 <br />t = <br />l = <br />1 <br />1 � <br />, 5 <br />5 = <br />y 5 <br />4 } <br />5 5 <br />5 4 <br />l = <br />l 1 <br />1 � <br />5 <br />5 <br />5 1 <br />1 1 <br />4 5 <br />S ' <br />5 = <br />y 5 <br />5 1 <br />l = <br />4 5 <br />1 � <br />_ <br />y � 5 <br />1 1 <br />1.= <br />_ <br />l <br />4 <br />, 1 <br />5 , <br />_ � 1 <br />5 <br />} 1 � <br />r <br />5 <br />5 <br />5 1 <br />5 , <br />4 <br />1 , <br />11 <br />1 1 <br />5 5 <br />l 1 <br />5 � l <br />5 , <br />1 1 <br />i <br />5 , <br />5 ; t <br />1 1, <br />5 <br />4 <br />5 <br />y , <br />1 <br />5 <br />41 4. <br />5 <br />5 <br />5 <br />4 <br />1 <br />, <br />5 <br />5 <br />l <br />5 <br />'S <br />O <br />5 <br />t <br />4 <br />l � <br />l <br />i y <br />1 <br />5 <br />5 <br />5 <br />5 <br />t <br />5 <br />l <br />ly a <br />, <br />,1 <br />5 <br />5 <br />, <br />1 <br />} <br />'S <br />, <br />, <br />1 <br />UUTY 99RO NOTE <br />Know what's below. <br />Call before you dig. <br />Dial 811 <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL <br />EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND <br />SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE <br />CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF <br />NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID <br />UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE <br />SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN <br />CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />I SEAL: <br />SITE <br />ES SI <br />2-23-18 <br />��9TF c I V I\, <br />OF CALIF <br />ARCO NTI <br />AM/PM <br />FUEL CANOPY <br />WITH 8 MPD's <br />NWC CHEROKEE ROAD <br />@ NEWTON ROAD <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />FACILITY # TBD <br />DESIGNED BY, PS <br />CL.IEN T; <br />CHECKED BY: <br />b p <br />DRAWN BY: PB <br />ALLIANCE PM: <br />ARCO <br />BP WEST COAST PRODUCTS, LLC <br />G►14 A <br />18068 <br />ri/ <br />� V � <br />NG <br />ENGIN <br />18215 72ND AVENUE SOUTH <br />KENT, WA 98032 <br />(425)251-6222 <br />(425)251-8782 FAX <br />CML ENGINEERING, LAND PLANNING, <br />SURVEYING, ENVIRONMENTAL SERVICES <br />NO. <br />DATE <br />REVISION DESCRIPTION <br />1 <br />2-23-18 <br />PERMIT RELEASE <br />3 <br />a <br />5 <br />Z <br />0 <br />A <br />0 <br />L <br />I SEAL: <br />SITE <br />ES SI <br />2-23-18 <br />��9TF c I V I\, <br />OF CALIF <br />ARCO NTI <br />AM/PM <br />FUEL CANOPY <br />WITH 8 MPD's <br />NWC CHEROKEE ROAD <br />@ NEWTON ROAD <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />FACILITY # TBD <br />DESIGNED BY, PS <br />ALUANCE Z&OM: <br />CHECKED BY: <br />BP REPM: <br />DRAWN BY: PB <br />ALLIANCE PM: <br />VERSION: <br />PROJECT NO: <br />18068 <br />URATFIIyU III= <br />UTILITY PLAN <br />NO: <br />C5.0 <br />I <br />00 <br />[D <br />C <br />.L <br />Q) <br />N <br />C <br />w <br />i <br />00 <br />0 <br />00 <br />i <br />0 <br />C) <br />Q <br />03 <br />i <br />o_ <br />
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