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t <br /> a 6905 ,q <br /> 38 �- <br /> OR <br /> V <br /> r ep f°oa 4 7 1 TC =� _ '�� q'o� <br /> °°e a °v9la r�ss�r f 7 1 p q�tu �� -� " o 1 0 <br /> 30�•- Ir �' Cur e l "5D -�. <br /> EPA <br /> i f�Xi1 - .-� -, � 7L, P/nkeryon .4- /09 Grum FinisCia�' P:�W 't. i 6.� '��.•�' ,�! <br /> INV <br /> 7 11 S .,ate _ � � !_ 43 i ' r;e y6 y q6 v � <br /> I <br /> 1 <br /> CES <br /> 3p ~ CONST. <br /> i1 8B / D 11V1DE INV. 1? 7. 7 10 4\ 5 <br /> /z#9 ElyAr' I� b- - � �\ - .. rr+ '' 13" �/!.� <br /> ����c Cone •- ;. <br /> si5 oT� • &r � 0 P�SeG/na/Ia��fFCu' <br /> I <br /> q6. a Q 11.% q.a61 6 } qb.5 1 q 6.9 <br /> 17.0 rro%' <br /> , y '> <br /> q1R <br /> r- 1 <br /> c� 9 <br /> 9Sp�J <br /> ! , • yb.h yb.� yb.4 qb.y 96.1 q1.9 y69 ql 41 h <br /> V -` <br /> `�y_ �� •-�. i'�5 I l I / �I � TFLOHr :010,4r, <br /> D l7ilCcOG�• r <br /> b$ C.e.N9 bCOrK99N SP4CE5 6, <br /> q <br /> 64 y7.1 <br /> flQ qbG1. q3l <br /> �^ <br /> T � _�.:� '' .. . +_.... 'r' ybI y6� yp.5 qbI 9b1 q6.S <br /> �' Zap �. <br /> � CO 9 G L �. . , . .►• s • r a <br /> q 6 y <br /> b 6. 9 , <br /> PLAN L ek '� 9 qb° q 6° qb.� ye. 9 8 6.9 q1 1 q <br /> h +1! <br /> i LAND SCAMING o _421 � q b.$ <br /> - <br /> r <br /> -.L ® .0-- PJC a � I �� r i. /7 rc/7 � � I/V 46qil 96h 961 16.1 q6.9 L,I.I yli qb <br /> ' \�` \` �\ \ \ ✓ u \ -zp /V 9 S C 9.L E a 1b0q6 46.c y 6 b q6.b 96.q q0 q I o q61 <br /> \ I%` <br /> Q �lU 96 y0 qb,4 q,.h y6,3 qh.L 96q yb'l qb� <br /> j4pq� y4'� q60 w6.L yy1 qb.� q0 964 q6.5 4Ib ,1.5 <br /> 10 U <br /> a) 98.0 Al' 9 <br /> Variotrla ---- I� --� [� /► 1 �' !. l IY U fr] J <br /> ,n v • , �.,v J U 1990 <br /> o b9 iL 1 <br /> 6 E cp <br /> r _ - --i d Vaiw rw dox, Frarbead Lid O <br /> #- qbRotor to Wwgroveroant Slondcad No. E-2 % <br /> \ y � - fi(ac�1�•01I ,,10411 <br /> a <br /> w �p , above yrownd lir, <br /> 31 <br /> COURTYARD <br /> ' "I ( _" Wales Main Concrete Anchor Black <br /> 0 <br /> ! 55 „W N i ,� I 6 �� - - <br /> c� �{ O T"(,o \ T"(, ;. g 11-�- .1.4. <br /> e _ i'rry//Ir�I r,G i <br /> Oi-=T�° I \\ Q q 6 pipe w��f h l� t�r��✓lc� :to✓< y . <br /> - - - - <br /> _ I '" y ^9ap <br /> Co". Thrust Block- (As Ragkimd ! Conc. Ttarusl Block-./ I �� <br /> S 890 52'00" E 192.00'0' ' '� \�,' ` SARA JOAQUIIN COUNTY <br /> --_--_ _ � 4 1b4 -__ idrfsr to improvement g a Flar,psd by Retrr io Improvement PUBLIC HEALTH SERVICES <br /> Standard No. E-3 Ring-Tile Gale Volvo. Siondcrd No. E-3. <br /> kNVIRON61ENTAL HEALTH DIVISION � <br /> STOCKTON CA 95021 <br /> 90°�-' Tilco Na I I Tse or Equal. P. 0. BOX 2049 , <br /> PHONE: (209)468-3420 <br /> EXTRUDED C0NCRETE C0��� <br /> i <br /> _l NQZES- l� .vrs gppt-oved . <br /> wl r' I, Firs H drama shall hs wRgr1T� C�DETAIL, <br /> J� cJ �� y ploc°sd wish 4 outial facing c ."l � COt�7R' 17i5TRlCT ❑ Approved with changes: See Remarks <br /> o Q L q Cirscily towords the attest. AIR <br /> FG:;E}Ttv 1 tp; 95ao� <br /> Q Ct 4 x 2 Fire Hydranla Shull be Clean and tree of conctels. 2321 NV,�'�����`"a :tv y t;n, i <br /> ❑ Disapproved; 5�!e Remarks <br /> Ln <br /> O 3, Fire Hydri]rttt to be Arwn"n+Darling MW#i 8-628, Drubasr M h H Style 929 �A:rroYed Remarks: _. <br /> 0 .n 8l LL l 4� putle10, "tsl} Centurion or MMadorn Centurion , or opprorad s4iioil (2-1 p15^P1,ro.�d _.._.. <br /> N Z a ❑ Perrnl+ agPi=cation illad wiih py" <br /> Q ! <br /> Fido Or Who size sir required by the tocol Fira District. Cubiacl to: ------•- Date By � <br /> O TJ '� � APPro"ed, � - <br /> .-_...... <br /> -�!o °-J ♦ A11 Hydrants a1w31 ba painted 09HA wfety yellow or as -•----..,. <br /> 5 O Approval of these plans extends only to that <br /> L;J re*04d kV kwW Prins 04tariei. - <br /> _ ml z ,.........•--• which is shown and described Tierra)n but <br /> O Varity with vocal Fire Cniet. <br /> --- - -•"`"_ IL does not authorize or approve any omission <br /> ._ ..�- SY- - f y <br /> }� }� }� }. }� }. �j / as{ems.' --• deviation o. requirements of State laws c-,,- <br /> or 1 <br /> �' F �C L� I�J� Y U It )9 N I e/ E / r7 ! �. local Ordinances. <br /> 01 <br /> o <br /> NP S C A L E <br /> Iii CtOvE _ <br /> RAl!lAGE: TERMINAL ON SITE C�/ +TATER[� <br /> 1. STORM D � L�?1 CAL 4., <br /> WATER SUPPLY: PVT WELL L� PUE 1� Eri",°CI <br /> 2- LI I� <br /> SEPT a <br /> P <br /> - <br /> r, T!C <br /> 0 Z <br /> K P C <br /> 3. SAigITArt!5ENl..R. ,8 1.0 DE`:'LP.SIZE:�A ,, <br /> Q. TOTAL PLOT 54Zr: NGb„� ABG'v E N.G. <br /> 5. 160-YR FLOOD ELEV. AGB --TRAFFIC THER ` N Cl t e <br /> 6. FEES: DTF .-�G- <br /> REMARKS: T aL f `"4 "°�`r' DepartmentofPiano lnspe -2 - <br /> � /L 1 . Water valves , and valve boxes Shall conform to Ca+-� Jea cairn Ccaunt I <br /> Standards . p v Application# ���/ C` <br /> I Can�itlans - <br /> Y- !fA's1G7dTtIAT'ihrUt :lNA"CONCEPTAS 1 . Before Paving : <br /> 1 n ^D!SED G�i A DL:Ch.t ro RELIcVe THE 1 a <br /> N!.:r,PLfiOl,.t.lo ,s , ;,:- iDO-�P,DT a . Water and Sanitary Sewer lines <br /> shall be tested i+ti the Qrc,enc` - <br /> SLtEt%;1i71E0Art%EiSTtiECOU!''.TY,t tt1. <br /> ,") � T=i'IR ELIEVC. ANY .. •� <br /> of Saumbach & Piazza Engineers and shall meet San Joacquin r <br /> -VELPPER of THE RLSPONSIE!LITY OFTe' <br /> r.l dl.,.�G,..•rC!IA __..__,_- ..- <br /> D _,,; rr �NGA[)_Q.LIG.'_PLAldAAGr, AVED l I:' Iawl-3101 1 l�IJK �[�ti1►-1- .L <br /> County Standards, - <br /> AMEIJaM <br /> _NT,0lq1iSS10!`i O4.DFVIM',l ids. 0"�I]E1fZL0DER(PROPERTY MNER)• '(�� � <br /> SHALL BE THE50LERE5PONSiBILlTSO b . Soils Engineer shall certify all campactirr7 including trenches <br /> at 92% R .C . MINIMUM. if trenches are jetted , Contractor will ; <br /> APl'ROVEA: e� DACE f give Owner two year warranty against settl::In'rer,t - <br /> FORDIRECTOR OF PU9L WORKS <br /> c . Contractor velli ve ify that all Electrical , Landscape and <br /> other Contractors have installed necessary underground <br /> 90o systems. _...._ ..._ <br /> 1 <br /> �, 3 . Contractor may use excavation from Lockeford Ranch Drive Lxces <br /> W (Sa9o 52 00 E <br /> material shall be spread along West property lire - <br /> • <br /> N89° l7 ' 10 E 456.70" LEGEND <br /> � x1ST. GXBUND flfy9jlaN 12`Sa S•rORM DRAIN LINE INDICATING DIRECTION OF FLOW <br /> i 1. arr <br /> T T.81 a'f P� f.[�gf BACK Of S/DEYV AL�' EL fYR Pi 9N 6`55 SIGN I TARY SEWER LINE INDICATING DIRECTION OF F`C3w No.42764 <br /> TDA OF DRY/AIG fIfYAT/0N b w:}_ W14TER LINE AND VALVE „Exp.31-31-92 <br /> I,vcEr +'ATLH e�s �.vIt+tti <br /> � x 1 rip top o� c�prf ALF y.a rrQN � iQ �c,g <br /> i ltj .5/)[ iNYffr 11tvirIPM SLJMN i!plhl 0911N MAN ROLE (36�) ( _._�..._ . �...��__�..�_�... ..- <br /> , �izTc rDQ if [uRe �t� v�T1vN _ <br /> ..� � r <br /> SITE P L A �.s A Finrls�E� froa� fLEY�ItIaQN �X PREPARED iA! THE OFFICE OF : X8936 / �,l �,) -• <br /> - + _ O++ �fY.,� D11ply'IGE SLDAf ST J OACH IiV � � i I U � 0 # i <br /> N ,J SCALE I - 30 r <br /> 1 �- BAUMBACH � P1A�ZA <br /> trlC)- <br /> DATE tz�visloNs 8r '"' LOCKEFORD RANCH DRIVE, LOC i�i-' RD, CALIFORNIA , <br /> n CIVIL ENGINEERS <br /> PeY/Se fry' Sary Loc, i4�o'4°5S Wyes 5E10 323 WEST ELM STREET .r ^ . ^ t 6 7 .kare <br /> of d W Q r C'� C �1 C] r 1 1p 11 a 6'► it �� ra u , ia. i. +,:,., �:. Y C I� 1 t � C � �,�• <br /> l $ 2!�90 �+ <br /> l iJDI. C FM ISA 952.10 <br /> ] � � � 5 w . slc: va { roe� c# s � � � , r •: _.� t ,.� er.� � ;� .'1 � �.� IE..�_�'-�-� i_� <br /> � .,,oma ....�...�...�.,-..-..w..-�... <br /> q <br />