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185' t971' 400' <br /> 30` 46 30' 40' 20' <br /> 350' 435' 240' L L 240' 1001100. 100' 100' 100' 100' 180' 90' 70' <br /> 52' 40' 50' ' as {R+p4s4 SAF♦a O'o - o <br /> I' 5'L LIOO' 125 125' 18 m <br /> 1 CAWYE y RD, 5 <br /> VT KDON <br /> 3t9. 6.7 n R <br /> � Y <br /> A Cw CROPS <br /> la®�JOD nM�MG SKIFT RD <br /> X <br /> wILDWOOD RD z `> O <br /> 5.5 -K <br /> -- 5247.80` L AYE NA iO ftARrc DODOS RD. CORDS `^ <br /> LO _ 2.5 <br /> SITE o PROPOSED e K °° _ VALLEY <br /> C._ J� <br /> DECOMPOSED - ITE i AVFNA a RD A 1. <br /> p 4 a GRANITE,TYP. f a g 3 _ MANAGEMENT <br /> + a — 19 <br /> - 2 O C ' F1Yp LONE TREE a $ �} na. !9 - J1aV SYSTEMS, Inc. <br /> ►` v 1 F EIS 1.3 nM*ur DESIGN and <br /> " - O VY. Ys. LOUIS( Aly 9LACKMIDR ARINUR 2r - ENGINEERING <br /> D G 22 �,YEES Ay RD 4 <br /> 2 � f13 ,:`� " � o _ 1719 N. 11 th Ave. <br /> POWER POLE T v Ro-� R] —.� �w Q y 2 <br /> N n O O O 3 ' t5 ¢ I.3 `q si )r �! — - QHanford, Calif.' W M 2091 584-01493230 <br /> r�° C� QQOp� — 0 1 1v. I rosfM,rO \p Simms 1 5 AV A, <br /> I - I FiKil Yr.A <br /> _ H Ii <br /> O O Q <br /> - Cr 2 a <br /> o a <br /> U <br /> O EXIST. <br /> N PRIVATE RD. O <br /> 0 ® SITE DATA <br /> N I (~p 4WHER: LONE TREE CREEK VINEYARDS LP <br /> Ln I ; g ! 6 kr) �p <br /> (V I 0) tD Lb 1719 N. 11TH AVE. <br /> 209-584--0149 <br /> --- �.3 cD HANFORD, CA 93230 <br /> J <br /> N JURISDICTION: COUNTY OF SAN JOAQUIN <br /> 2651.39' ZOVE: AG-40 CONSULTANT <br /> , <br /> SITE AREA: 240 ACRES - PROJECT AREA: 71 ACRES <br /> A.P.B.: 203-120-011 <br /> ! 150' 70+ 30 ' SITE ADDRESS: MURPHY RD. � <br /> ESCALON, CA M <br /> ° OpS O' 185' 470' 20' 530' 20' 530' 20' 81' 4Db' �°�] CROPS_ - WATER: DOMESTIC WELL <br /> c�J yd DD cA/011 IIV i1�O SEWER: SEPTIC SYSTEM <br /> GAS: PROPANE Z <br /> ACp CROPS Sty <br /> r ELECTRIC: P.G. & E. CL <br /> CID <br /> � Cr � <br /> rf)_ GRE .......-_ BUILDING LEGEND <br /> LDNE -_, SYMBOL DESCRIPTION ( _ <br /> 1 DAIRY BARN-13,000 SQ.FT. , SGL. STORY, 25' HIGH U <br /> w 2 FREESTALL BARN-45,000 SQ.FT. , SGL. STORY, 25' HIGH Q <br /> I <br /> 3 COMMODITY BARN-64 Q <br /> 00 SQ.FT. , SGL. STORY, HIGH <br /> 270.00' 4 HAY BARN-10,400 SQ.FT. , SGL. STORY, 22' HIGH <br /> _ -- I 5 ; SINGLE FAMILY RESID` - <br /> IQ (NCE 2400 SQ.FT. , SGL. STORY, 16' HIGH <br /> , <br /> lrrr) 6 DUPLEX RESIDENCE - 2000 SQ. FT. , SGL. STORY, 16' HIGH <br /> 2333.02' <br /> SITE LEGEND <br /> AG CROPS SYMBOL DESCRIPTION <br /> ADD J000NoNO A TANKER LOADING PAD -; CONCRETE <br /> O <br /> B SEPTIC SYSTEM <br /> C PARKING-4 SPACES at 9'WD.x 20'LG. EACH A.C. PAVING <br /> D ABOVE GROUND FLUSH TANK <br /> E DOMESTIC WELL & PRESSURE SYSTEM - MIN. JOD' FRO)M 'CORRALS <br /> MCT E i1 L Z%H F TRASH ENCLOSURE <br /> IJ�J <br /> FEED TANK O <br /> SCALE: I"= 300'- 0" <br /> H PIPE AND CABLE FENCE - SEE CORRAL FENCE LINE DETAIL40 <br /> I OPEN CORRALS <br /> J EXISTING IRRIGATION WELL <br /> K LAGOON/HOLDING POND <br /> L - MANURE SEPARATION SLAB <br /> M EXISTING DRAINAGE POND <br /> N SILAGE SLAB <br /> nL=nnJ�� <br /> LJ <br /> ELECTRICAL UTILITIES - P.G. & E. A ,: <br /> 226 E. YOSEMITE <br /> MANTECA, CA <br /> 209-823-2141 <br /> 1. STRUCTURES ARE SHOWN IN APPROXIMATE LOCATION, THE n n <br /> EXACT LOCATION WILL BE DEFINED .ON THE CONSTRUCTION L 1 <br /> DOCUMENTS, n n <br /> 2. EXTERIOR LIGHTING WILL BE DIRECTED TO NOT CREATE A <br /> NUISANCE TO SURROUNDING PROPERTY. <br /> 3. ALL STORM WATER WILL BE CONTROLLED ON SITE BY SLOPE a <br /> AND GRADING, BY TRANSFER TO THE HOLDING POND. <br /> 4, DRIVE APPROACHES SHALL BE CONSTRUCTED IN ACCORDANCE (tfL(} <br /> WITH COUNTY REQUIREMENTS. -11 <br /> 5 , A MIN. OF 12'--0" WIDE ACCESS ROAD SHALL BE <br /> CONSTRUCTED AROUND ALL FOUR SIDES OF LAGOON FOR <br /> MOSQUITO ABATEMENT DISTRICT ACCESS. (�}} <br /> �J <br /> I <br /> 27/8"0 PIPE TOP RAIL THREADED 6 COUPLED <br /> - OR WELDED SECTIONS <br /> DATE ISSUED <br /> 27/8"0 c <br /> POST, TyF" <br /> NOTE: USE 1T1T1r1 1b-29 92 <br /> 3.1/2"0 POST _ 1/2"CHAIN LINK <br /> AT GATE `_ OR CABLE CLIP 1/2"CHAIN LINK <br /> LOCATIONS. 1T1T1T1 OR CABLE CLIP <br /> -- <br /> 2.3/8"0 PIPE 2-TENSION SPRING. <br /> INTERMEDIATE <br /> RAILS 1 - T1 T1 <br /> _ <br /> MIN.3/8"GALV.CABLE <br /> WEATHER SEAL <br /> 11T1T1T1 AT TOP JOINT <br /> f„ I i PREFORMED CA9L.E TIE _ <br /> I o PVC SLEEVE I2"LG. <br /> I II E I -'POST FTG. <br /> II <br /> LJ a) L � I PROJECT 92-073 <br /> I DRAWN V.M.S. <br /> t2 <br /> 4'-O" E2'-0" <br /> CHECKED <br /> SHEET <br /> CORRAL. FENCE DETAIL OIL I t_D TUBING CONSTRUCTION <br /> SCALE: 1/2" : 1'-0" <br /> i <br /> OF <br />