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1 2 3 4 5 6 7 8 9 10 11 12 13 14 <br /> EXISTING 6' HIGH - <br /> no.I date I by I ckd I description <br /> __.—___ � —__---__ ----- — _ � <br /> MASONRY WALL __ A 19/11/171 LAR I CJS I ISSUED TO SJC <br /> r-----� ,4.D�� 582' ----�/--� <br /> B 19/19/171 LAR I CJS I ISSUED TO SJC <br /> 14.8 <br /> PROPOSED TANK <br /> AREA PROPOSED PRODUCT EXISTING BUILDING REVISED SITE PLAN <br /> PROPOSED LOADING STORAGE, 52' X 6.5' TYP. 26'-6° EXISTING <br /> VENTING DOCK, 20' X 40' s_ B171 <br /> UILDIN (STORAGE TRAILER) AppGation# 1:7G�g 1' <br /> G TO BE REMOVED A <br /> N Received By . 5_ On q ll Z c 7 <br /> rn cii <br /> PROPOSED TRAILER IN <br /> ° EXISTING 6' <br /> STORAGE, 60' X 8" __ ___ _ <br /> 10 <br /> HIGH CHAIN <br /> PROPANE LINK FENCE <br /> EXISTING 6"�., STORAGE - • QFtOFESS/p <br /> N <br /> HIGH CHAIN - —, ; c G c ° TANK 500 GAL � �IVANFC� <br /> LINK FENCE XISTIN( % = EXISTING PROPANE PROPANE 7� o 5'2 <br /> LEACH STORAGE TANK LINES (2) - 9 0" 82'-0" i LL, G) <br /> M B rn <br /> N 30,000 GAL —� 60 y v Of 084027 B <br /> ARE SCRAP BRASS „ <br /> PROPANE STORAGE ° . . <br /> BIN 4'x4' 41 66 8 <br /> r TANK 30,000 GALo EXISTING BUILDING 9T CfVI� <br /> EXISTIN' -.--- (PROPOSED) / -1 COMMERCIAL USE OF CAU\FO <br /> EXISTING LEACH 25't BUILDING ---- NEW ASPHALT, TYP. <br /> LEACH BED (n P•) EXISTING FIRE (PROPOSED) APPROX. 122,500 SF <br /> LINE HYDRANT - FF EL. 16.25 0 <br /> EXISTINGLOT <br /> z ° . <br /> WATER LINE N 55_-_� 51'-3” <br /> SEPTIC ! _ . ° ° ° 289 _ C <br /> TRUCK�... q ] w PARKING (LYP. <br /> ANDSCAPING T <br /> EXISTING <br /> DRIVER HANDICAPPED - EXISTING BUILDING <br /> 80,000 GAL FIRE <br /> SEPTIC SEWER & GUEST <br /> PARKING FORCEMAIN SEPTIC LIFT � e (METAL SHED) WATER <br /> PARKING XISTING STORAGE USE ONLY STORAGE TANK <br /> ° STATION <br /> DUMPSTER PAINT \o. ® MAIN ° BUILDING (PROPOSED) <br /> 22' X 7.5' ENTRANCE <br /> DUMPSTER 4 <br /> EXISTING 2r <br /> r, <br /> _ I � WATER LINE � D <br /> RESTROOM 4 X 6 EXISTING <br /> " "' EMPLOYEE PARKING 200,000 GAL NOTES: <br /> STORAGE TANK EXISTING 1 . TOPOGRAPHIC SURVEY PROVIDED BY <br /> --- 9' X 20' TYP. <br /> E EXISTING ASPHALT EXISTING 6' FIRE PUMP W ELTY ENGINEERING DATED AUGUST <br /> APPROX. 23,500 SF HIGH CHAIN / I HYDRANT 25, 2017. <br /> NEW FIRE <br /> LINK FENCE <br /> EXISTING —`` 2. HORIZONTAL DATUM: NAD 83 (1992) <br /> WATER LINE s <br /> EXISTING AND IT 37051'32.38160"(N) 121 -17'11 ,95313" (W) <br /> o I sz WATER WELL -- —_ <br /> PROPOSED SITE — \ '6'° <br /> \" <br /> EXISTING 15.2 <br /> ENTRANCE 'sa 3. VERTICAL DATUM: NAVD 88 E <br /> STORM DRAIN o 0 1 0 o q o _o�o o __ DESIGNATION PID "HSO489", "BYHOE", <br /> TO WEST POND EXISTING 8" ELEVATION = 16.40, 0.25 MILE WEST OF <br /> o FIRE SAFETY T-INTERSECTION OF MANTHEY RD. AND <br /> WATER LINE — ——sD —sD - D BRIGGS AVE.BRIGGS AVE. ON NORTH SIDE OF <br /> EXISTING <br /> N I STORM DRAIN <br /> TO EAST POND - <br /> / EXISTING PAVED <br /> r-0-0-0-0- 1 DRIVEWAY <br /> Y ROAD O o o _ �—o 0 0 0 o F <br /> o 0 0 0 0 <br /> 4 0 NORTH <br /> 0 14.0-13.0 - _- 13.0. <br /> t 12.0 12.0 <br /> 11.0 O <br /> - -. _. 11.0--....__._--_ <br /> 0.0 <br /> 10.0 <br /> ° i 0 40 80' <br /> SCALE IN FEET <br /> 0 <br /> 0 <br /> ° WEST \90. ° <br /> PRELIMINARY - NOT G <br /> EAST FOR CONSTRUCTION <br /> RETENTION RETENTION <br /> ' POND POND ___ <br /> ° (EXISTING) g0 <br /> (EXISTING) <br /> ° f � BURNS <br /> `MSDONNELL <br /> KLO RDAD -- I 9400 WARD PARKWAY <br /> ° KANSAS CITY, MO 64114 <br /> H <br /> 0 0 <br /> ko �9 <br /> o lo.o <br /> i I date detailed <br /> SEPTEMBER 2017 RODIG <br /> 1728.93' � — �� ° ,2.0 <br /> J 0 10.0 I <br /> 13.0 -- 12.0 <br /> -_T--- - designed checked <br /> 14.0 30 - C. CHANG C. SNIDER <br /> EX BUILDING Q 14.0 <br /> (COMMERCIAL � /L O <br /> ° \l —0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0-0— <br /> (STORAGE) <br /> 0 O O O O O O O O O O O O O O O O 0— <br /> ? f1SITE XBUILDING n <br /> Z (STORAGE) <br /> WATER <br /> dTANK <br /> 0 o (STORAGE) Ferrellgas <br /> I <br /> � <br /> U' EXISTING PROPOSED STRUCTURES - PARKING &Iu PONDino <br /> cc RETENTION <br /> I <br /> ENTRANCETO ROJECT MANTHEYR <br /> Z � ' $ <br /> BOUNDARY HIGHEST OVERALL EMPLOYEES MINIMUM PROPOSED HANDICAP FERRELLGAS BLUE RHINO <br /> z STRUCTURE PROPOSED USE GFA (SF) FLOOR HEIGHT (EST.) PARKING PARKING PARKING SAN JOAQUIN COUNTY, CALIFORNIA <br /> W � PARCEL <br /> z BOUNDARY a 329.41'z '0BUILDING PROCESSING PROPANE <br /> ° (PROPOSED) CYLINDERS 17,693 3 CYLINDER PROCESSING FACILITY <br /> p SEC 15 SEC 14 -, PROPOSED 1 20 -0 25 22 34 <br /> 1218.59' LATHROP CA <br /> q+} SEC 22 SEC 23 , <br /> z SITE PLAN J <br /> DO <br /> DO <br /> project contract <br /> o VICINITY MAP <br /> 101200 contract <br /> = NOT TO SCALE N drawing rev. <br /> W FIGURE 1 - B <br /> 0_ <br /> O <br /> U <br /> sheet 1 of 1 sheets <br /> ac ang Sep 21 , 2017 - 12:15pm - \\bmcd\dfs\Clients\ENS\FerrellGas\101200_BlueRhinoLathr\Design\CADD\Dwgs\ENS\Figure 1 - Site Plan.dwg <br /> file Figure 1 -Site Plan dwg <br />