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ql) <br />-9 <br />SEE SHEETS 3, Sf e I <br />OF THE Nl1-Ac U6 M 4rUr I 9B.I <br />PL,QA/J FOR. O.E TA/Os {I <br />0110 <br />99 <br />11 <br />L <br />V <br />W <br />a <br />0 <br />BON 96.5 —571 <br />LEGEND <br />OLOT NVMaERS <br />98.0 PROPOSED BU/GO/NG PfiD EL EVAT/oN. (m/ni/num) <br />9$,4 PROPOSE A L oT C OR/V F.? ELEI/.4 T/ONS. <br />97x6 6X/ST/4/G 690UNP ELEVAT/ON <br />—98— FX/S T/NG GRD UA/O CONT- 6�Z rVX -rlolY <br />—50— PROPOSE O STORM DR.4/111 <br />PROPOSED MAN//oLE <br />roc 96,3x` PROPOSED TOP of COR8 G I?AOE, <br />F. G. Pr0005cd Fioly/ine of gLrl"I <br />!x Boµ P�aoased back ori /va/( grade <br />r— <br />I <br />I 1 s�� <br />r <br />4 1 u/LO/N6 SET I I 1 .9j <br />I I I E3/!GK L /.vis I I <br />9 _ <br />I � e � <br />yqx <br />104 I I 13 i 1 <br />97`5 I I 97.5 1 I O I I Y7 I <br />� I I 9.7.8 i 1 98.0 I <br />I <br />qs I —96— --� L------- I L-------! I--------�---- I98 I <br />BON -HP 'I — — L <br />9i\xb` LP = <br />Z7 L <br />sow 96 I --' 961 BOw 960 Bow —� kaY. <br />MILFORD 95B <br />DRIVE LP BON 4 96 o BON <br />BON 96./0 965 aoN <br />----------------- <br />o. 960 IF <br />BaN g6X.l <br />95 8 BOIY <br />966B0N <br />. - BON f'65 - 7080 <br />--- --- — NP. I \ <br />--i r -------I � I— - -- ---� 01x8 <br />I O I I O I 3 I I O I L <br />(__L7 .7 I I 97:6 I I 976 1 97.6 I I 7.9 I I <br />/VOTE <br />///st0// 1 street free <br />o < /0 - GA/. wadesfa 4.61/ <br />oma/ each L: or' ore req d. <br />$ 6Y 0, -4 Co, P/o//n/n9 - <br />LOT A LOT /9 F <br />- <br />96, <br />� 1 <br />SECTION "A"—'A" VO I p <br />scale: horz. 1'=40 <br />vert. I'= 4' <br />SCALE /"=¢O' <br />JACK TONE ROAD <br />0 <br />N <br />P <br />U41 <br />ZU-, <br />.o <br />Q% e <br />�U <br />0 � <br />�E.f'/ST/N6 RDA S/OE <br />OR.girV.4GE <br />• � 97xsa <br />'11 <br />m �+ <br />u � <br />ti k <br />I <br />47,x 7 <br />/VOTES: <br />1. This sheet to supplement sheet 5 of 9 of the project plans. <br />2. See Final Map of Lockeford Villas for true lot dimensions. <br />3. Grading and compaction of fills to be in accordance with the <br />recommendations of the preliminary soils report prepared by <br />D.L. Randall, Inc. dated February 1980. <br />4. Local swales as shown in the finished lot grading "Detail" <br />to be completed after the dwellings have been constructed. <br />5. Proposed Lot "A" to provide storage for storm water run off. <br />Capacity to hold a 10 year 48 hour storm. Storm water to <br />perculate into the sandy soil as shown on the soils report. <br />Volume of pond storage is 0.5928 acre feet. Pond area, lift <br />station and drainage., facilities to be maintained by San Joaquin <br />County, <br />6, P// 7`111 Slla// 6e CaO�OaOfed �a YO °10 .PC. /n///. 7bP Ca171,` 'CAO- S//a// <br />,Orovide ezZW,9aC11I feSfs far Lofs 17, /Y / 20. <br />INTERIOR LOT CORNER LOT <br />v .K NOTE <br />Exi 51 Siap 5iyn °' a s 97x 99 i q <br />ALL LOTS TO BE UZT/MATLY J4JALE0 /N ACCORDANCE W/TH TH/s pET.4/L. 51 <br />CULXEQi - P207EG7 c % v ALL S WALES ALAE TO BE O <br />CO/vSTRcTEO AT F <br />A A111V/.vl (II O <br />FROM DAMAGE / 's s <br />°B+db �� a�x'��Er/sl. EdyeofPaviny TYPICAL FINISHED LOT GRADING <br />rvxit SN0W/1V6 UL711I LOC.9L/ZEO 3WAL£S <br />NO sCRL E <br />Future <br />36"50. Z1 --I <br />LOCKEFORD VILLAS <br />a <br />' LOT GRADING AND DRAINAGE <br />REV. N0. DESCRIPTION APPROVED BY DATE <br />c <br />71-wliaye modified fog Pew grades rzz ey Pb0776 Apr// /37b6 <br />SAN JOAQUIN COUNTY, CALIFORNIA_ <br />> <br />� J .. .,,�w.ww4er[r.w.�r -wwi�.� a ... ,-.w... ... +. ..a...wa..n.«r. «..a,..... ..-._.:..- .., ._ M. ... ....r..m.. v a-.. w. .... _ ........,- r ........... ....... r .... mm.. ... .. a, . .n.. w. ,, ..... .. '� <br />%.1 PREPARED1,a NE <br />z \ s!h1� _/-/Z-8/' • .ry' A 1r �.;?. .s. i.... _.-. <br />° c <br />-- <br />323 8d ELM sr,_' ! <br />Expires RECTOR OF PUB C WORK G <br />s.. 19638 9.3p•89 ?x } a i� ,tt "rr,M AQUIN LICOUNTYS 79—/3 <br />r .,� b <br />% <br />SAN JO <br />,.n na+.. ....1.r ..wYv w'+.5m`+Y.M.alrx.'.an'.a`M. A]Y, v6.Y.m. .Nr.+v4•uw.WM{tT.n':Y. <br />6-7-Z6- G- 787 <br />a <br />