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10 3 5' 900' G 40' 20
<br /> At
<br /> r 30`
<br /> 35' 130' 35` 805' _ l 300' 100' 100 1001 100 100` ICO' C034 30' qo .-`
<br /> 410 200' 4Ra
<br /> w
<br /> 355— 450' 115, 70' 115' CAW,([ Rn 5
<br /> VT RDOM
<br /> RD. 6.7 cAtirocx"r+"�s E =
<br /> 30' WIDE
<br /> A°- 49 TOPS DRIVEWAY ACCESS "o r = Jfi
<br /> PER SAN JOAQUIN SKlrr ' RD
<br /> A®�c:>lu ��c�
<br /> COUNTY STDS. x
<br /> gl_ I anOwooD aD r °
<br /> 5247.eo' EXIST. DOMESTIC- AVENA o s.s
<br /> _- -- - - - • _.. - .- __ WELL 4 u
<br /> -- ;_ • --•- �- I - - r�1 YAAIE DODOS R0. DODOS
<br /> p "0. r
<br /> ---- • FLUSH --- DECOMPOSED -_ _ ©--- N _- © J` PROPOSED 2.5
<br /> ti " D V
<br /> ALLEY
<br /> FIRE APPARATUS � �R� ¢ SITE lAvfk, `irD QD 1' Y
<br /> PUMP GRANITE, TYP LFLHER - ,,I _ =�© ACCESS ROAD PER T�•--16 I 3
<br /> AW COUNTY STDS. -
<br /> ��) ' - J9 LONE Ta E£d m 8 aDP
<br /> 0 O r I, L LID me nsand
<br /> � N _ .S,y Mesut � 4__ LOUIS[ AY1YEIS Ar EIKsc ]tFART4vt 2t-6 RING
<br /> EXIST. J � 2._ {1Hmvs-to CO a k a C, ra ---R .• r21 11 thAVe.PRIVATE o Ro RD. N _ 15 qo £L.�r ; o xalif. 93230 14YOSEMITe� r Simms _ 5 ,} - .rn - •0149
<br /> M ACS c�Qop� — ��
<br /> 0
<br /> BLEND 1T
<br /> OVERFLOW I M r{
<br /> PUMP � J �
<br /> -- --,_— LINE m
<br /> a 4 NO SCALE
<br /> � POWER POLE,
<br /> I i CY TYP
<br /> O - _ SITE DATA t,o 22302
<br /> ----. -- -
<br /> r 4
<br /> �— — _ _ ----- - ------------ _ Ex;:: 9-30-93 "
<br /> OWNER: LONE h'RF:E cRLrx v I NLirnRDs LP
<br /> ^Y
<br /> 1719 N. 11TH AVE. CIO)-
<br /> 1719
<br /> i
<br /> 2019-584-01,19
<br /> HANFOEtD, CA 33230
<br /> -- - _ --- -
<br /> Ll • tt
<br /> JURISDICTION: COUN'T'Y OF SAN JOAQUIN
<br /> DRAIN LINE N -
<br /> ZONE: AG-40
<br /> SITE AREA: 240 ACRES - PROJECT AREA: 56 ACRES CONSULTANT
<br /> 2651.39' x, _- -.,-
<br /> 200' 385' 10' 400' 103u vlI� �t� lniZ>� A-N.N. : - - _-...----- - --
<br /> 50' Os-12D-�11
<br /> C`arr� SITE ADDRESS: 13773 S. MURPHY RD-
<br /> I
<br /> �-
<br /> ` EsrnL.oN,u-cn ---
<br /> d I T �
<br /> �� /� �a n WATER: DOMFSTIC WELL
<br /> L1C9 cQ(aIYs 4;11 CE(ops SEWER: SEPTIC SYS'T'EM
<br /> A0300H ROD GAS: _ PROPANE
<br /> ELECTRIC: P,G. & L _ ---------_--_- --
<br /> �- N1l11 XAQ£i1N O DUWY KMM Vl om IDEpAFr- . T.
<br /> = IMPROVEkIW PLAN APPAL
<br /> ro . .
<br /> STOIRM DRA}NAGE: TERMINAL C3 ONSITE COr,t ;;ND© BUILDING LEGEND
<br /> 2• WAWfR SUPPLY: PVT WELL PUBLIC 0 CAL-WATER© SYMBOL3. DESCRIPTION
<br /> — --
<br /> 4. TOTIAL PLOT SIZE: f��lCr � PUBLIC© ESSF Q _
<br /> E --
<br /> CR�_r G AC DE11LP:$IZE;T �/ (- `�AC —I DAIRY f3AE{N-13, 000
<br /> SQ.FT., SGL. STORY, 25' JIIGIt -
<br /> TRE�
<br /> 5. IW-YR FiQ40 ELEV. r NGVD -
<br /> OtN -.- . 5. FEES; DTF A08 TRAFFICE N.G.
<br /> RE�ItA}I : "�� ------ OTHER —i/ 2 FRELSTAL.L BARN-46, 500 SQ.FT. , SGL. STORY, 28' RIGH
<br /> 3 FREES'fALL J3ArtN-<L8, G00 SQ.I'4'., SGL. STORY, 26 -RIC;EI ---
<br /> COMMODITY BARN-.7200 SQ.FT., SGL. STORY, flliiH
<br /> -
<br /> THW.APPRtOVALISBASED 0NADETERIVIINArioNTHAT THEDRFItAGE CONCEPT AS 5 HAY BARN-5000 So. F'I'. , SGL. STORY, 22 IIEGH
<br /> SUBIITT E I MEETS THE COUNTY REQUIREMENTS AND DOES NO r''ELI WE THE _ _
<br /> 270.00' DEVELOPEIROFTHE RESPONSIBILITY OFPROVIDING ADEQUATE CRIIINAGE, �lN� � SINGLE FAM)LY RESIDENCE 2400 SQ.FT,, SGL, STORY, 16 I[IGII
<br /> AMENDMENT,OMrWQN OR DEVIATION FROM THE DRAINAGE PLAN AS i 1
<br /> ,o SHALL BEITHESUE REWNSIBILITYOFTHE DEVELOt�R(PRpPtR�'rtlgy 7 DiJIF.Fx rtESlnr_NCL:- zuoo scI_ IT---sGI.. s'roE{y, iu+ EiJca]
<br /> N APPPJMD:- t _
<br /> -- -- - -
<br /> FOR DIRECTOR OF PUB OR ,�. ---
<br /> i
<br /> 2333.02KS DAT
<br /> SITE LEGEND W..-
<br /> y j Oe�artmel)t of I'ia ing inspectiart / -,' vin
<br /> 2 �h - ` - J
<br /> .. ..., � � 1 ES(P 1 T ON
<br /> - -
<br /> S'r " OE 1 i
<br /> (. I �p1.,ll d,ivri Al f �-
<br /> /� _ -- r•
<br /> A� �QC�P� � I _ - 7 iNJti-li 1 (-ADI NL I AIS' ( (?NL'kETL•- ' `�
<br /> MOPS
<br /> D I � }�
<br /> a �.
<br /> A© p [� I
<br /> cD1000S1��� UranClitf005 t r�G„��I ,^�.,�,�,_ )3 SEPTIC SYaI'L•AE -- PER SAN JOAFIU[N CU- S'PUS.
<br /> Addre55. �� r L-• ML�t`l jl ��� C PARKING-6 SPACES at 9'WD.x 201E-C E 1011 A,C. PAVING
<br /> Zone: A 4L A P,11.. ._�yl�__ �_ -- IIAitigation Category: D ABOVE GROUND FLUSH TANK
<br /> Developer Fee Required. - _ School District(s): -.----_--
<br /> Fire DistnCt: �Z, '�I �I? DOMESTIC WELLS/ PRESSURE SYSTEM - MJ N. 100' FROM CORRALS
<br /> Applicant certifies that the propar'ry Is els described by ttl,5 plan ane} that all existing and proposed F TRA.SEJ ENCLOSURE - 10 1 x 1 o� CL17AR
<br /> to COI
<br /> structures with
<br /> all
<br /> th ccin i5 are S llOwn. Tt1E' applicant aL7fi25 to CDrI1plCte prOpOSals d5 Shown and G PIPEAND CABLE FENCE - SEE CORRAL FENCE LINE DETAIL ❑
<br /> F to campy with ail the candlticns listed.
<br /> - H, FUTURE 4I1EN CORRALS
<br /> SCALE: 1” = 300'- O" Signed EXISTING IRRIGATION wELLs c^_)
<br /> Owner flr authorized rdplesrntaEive __ _ �-
<br /> d
<br /> LAGOON/HOLDING POND
<br /> K CONCRETE SI?PARATION BASIN
<br /> Tentatiye ApprQyal C^ Final Approva L Ex[S r I NG IRR[GAT1 UN POND -_....
<br /> 0n: � l2�/ Olt; t M SILAGE SLAB
<br /> r�
<br /> N LANDSCAPE AREA
<br /> P PROPANE TANK -- 499 GAL. MAX. 10 FT, FROM BUILDING
<br /> — _ >�
<br /> ADJACENT PROPERTY OWNERS ELECTRICAL UTILITIES - Y.G, & E.
<br /> txisli,^4 Var. Exis',ing pcvenenl Vor. �. 226 E. YOSEMITE
<br /> c•-J
<br /> DIRL•'CTION PARCEL NO. OWNER 22GMANE. CA
<br /> �cvemect� II J .-E
<br /> ' TYPOOF 2HT NORTH 203-130-003 GUS & ANN VANDSR L[EULEN
<br /> 209-823-2141
<br /> I
<br /> 33 203-130-001 L & G VIF.IRA I . STRUCTURES ARE SHOWN IN APPROXIMATE LOCATION, THE
<br /> t
<br /> 3K3.sI/E] ANGLE EXACT LOCATION WILL BE DEFINED ON THE CONSTRUCTION
<br /> II� N,in. 0.�' 1.i,r. 0., � %3/4"
<br /> Mi^ 0.5'J Vary slope to meet � WEST 203-05D-003 CHASE DUE EXACT)
<br /> LOCATION
<br /> mcximum 10% slope 20'3-120-Di4 VAN GRONINGEN DOCUMENTS.
<br /> I n n
<br /> P 2. EXTERIOR LIGHTING WILL BE DIRECTED TO NOT CREATE A
<br /> 1319"0 RUNGS SOUTH 203-120-007 FLOYD DUI:
<br /> NUISANCE TO SURROUNDING PROPERTY.
<br /> SECTION A—A I r�
<br /> 9r
<br /> 1,
<br /> EAST 203-200-012 DEMICRELIS 3. ALL STORM WATER WILL BE CONTROLLED ON SITE BY SLOPL' Q�
<br /> A 203-2D0 011 ❑EMICHELIS AND G�tADING, BY TRANSFER TO THE HOLDING POND.
<br /> 4. WITH SHALL BE CONSTRUCTED IN ACCORDANCE
<br /> WITH REQUIREMENTS.MAXIMUM NUMBER OF DAIRY ANIMALS THIS SITE WELL HANDLE IS 2500_ 5. A MINOF 12'-0" WIDE ACCESS ROAD SHALL BE (11If1
<br /> CONSTRUCTED AROUND ALC, FOUR SIDES OF LAGOON FOR
<br /> 1J:atw.Icl Wr, s
<br /> MOSQUITO ABATEMENT DISTRICT ACCESS, All
<br /> - - Go G. SEWAGE DISPOSAL SYSTEM IS BEING DESIGNED FOR A O
<br /> Ditch "o'vlin2, - - ------ - of MAXIMUM OF 6 EMPLOYEES. THE LEACH FIELD AREA WJ LL
<br /> - - - .1 v�• min. dicme:er a
<br /> ' --- ----------------- - --- cross pipe O
<br /> r M� BE BARRICADED SO IT CANNOT DE DRIVEN OVER, PARKED ON
<br /> w wn regulrzd OR USED AS A STORAGE ARCA. -
<br /> ' (See note e
<br /> FENCE LINE — -
<br /> -- e'• rlCe i-1 line c; ;b. r f WHERE APPLICABLE
<br /> c x:�-:ng ditch Ci LCCe Ci exlsting aC'�cr'�eni : D: THREADED H COUPL-ED
<br /> A j~ 2-3/B"0 TOP R A IL
<br /> oR WELDED sEcrioNs DATE ISSUED -
<br /> " Y �+ z i/z" la ass DRILL z 7/e" STORAGE CAPACITIES 11
<br /> OR PosrArl2'o"o.c. -- _1
<br /> .. ,�CiUrGI CrCInGC.. L:� �/ , ( ODI 4- 7 -93
<br /> RURAL DPIV"��`1 � I I - - - - AOR 3" STD. PIPE LEGS LAGOONS/HOLDING PONDS_-- I 9C}0 000 POST, N 1/2"CHAIN LINK
<br /> "- NOTES USE OR CABLE CLIP
<br /> ` L r, I --- —�— CONCRETE SEP. BASIN______ 99,200 31/2"0 POST _ LTJ3
<br /> A GATE 2" TENSION SPRING 1/2'CHAIN LINK
<br /> LOCATIONS. OR CAGLE CLIP
<br /> TYi':. W P"V��vS��!! TOTAL_- ---- - ---_1,999,200 Q
<br /> (rsr:�.) (}.{cx-) (u, .) AC�A� (ul:�-) ,PCC � — — — -- - z3/9"m � MIN- 3/9" GALv. caeLe
<br /> U, L CR I I CROWN FOUNDATION ____---- - INTERMEDIATE
<br /> TEI1,P t 2' L 2 �4 — — — — — 24" �J� 2" FOR DRAINAGE RAILS
<br /> RESIDc.,NI! _ K O' 130' 20' -77
<br /> � -
<br /> 1 -i I ��II � .�I t-PREFORMED caaLe TIE
<br /> r.G. It_I+`:Py ! }�. 'R 50' 30'' 50' WEATBER SEAL
<br /> `r' .s AT-TOP JOINT
<br /> CCIrIM�=. L,_: t 5' 30' 2° o' 6" � 111 I ° -Nl
<br /> ` TthJ,p Il;r)US- = I I RA I I b
<br /> I EMP p; _ _ �µ: - _ .V.C- SLEEVE 12"LG.
<br /> - I d RD. RD. u! }�
<br /> 1 .11
<br /> - I I�k1 I_l t=I �.- 1-11 IAV p EI) I I, 1 POST FT'NG PROJECT 92-Q73
<br /> N 1 S . 1. 2 [1-1 R
<br /> t- At en intersect ::' no driveway shell be plcced within :0' of the `L DRAWN V.M.S.
<br /> pcint of intdrsection of the mcster plcnned R/W Ilnvs. _ L� `I - -- �T I CHECKED
<br /> N h 1 _
<br /> Drireways sh, I] 'oe ct right cr:gles ko t'ne street. I
<br /> 5. Circle drive r,r.rs ere to be no closer t'r:cn 15' between centers (residenticd} 12"
<br /> 2 -�
<br /> or 80' hctW Centers (commercial). 36" ^ D --- i2-_°—____- -_
<br /> cross is used, it sholl extend o minimum of 0.5' past the toe o' fill
<br /> ��-----_—_�,� .� SHEET
<br /> s'o)es Gr tF. c;:: :WCY, G11 fill 5i,cll be c:r-pG�ted to relcJve CompGC,:Or- LIGHT TOWER STANDARD DETAIL
<br /> ,S 5nc,1 _._ rforGed Concrete, or .o� OG. colvenized cornu G,ed Steel SECTION AT LAGOON
<br /> CORRAL FENCE DETAIL_ wlTHouT culls DEL FIELD TU81NG CONSTRUCTION
<br /> t.) ip,r, the sI-"`_.- es occcrdin to the r. 'crculc rc ulrenent. scALE: vz"= i'-o" ,
<br /> NO SCALE scALE'.I/2 =I'•9' OF
<br /> iv' _
<br />
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