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S81'53'40"E 244.10BAUMBACH 8c PIAZZA , INC . <br /> ' <br /> CIVIL ENGINEERS <br /> �g 6 125.3' 88 12 SURVEYORS <br /> SITE S.P.R.R. U)M CAUF. <br /> ~ K, <br /> 12 r �. A°s� <br /> EXHIBIT - PERCOLATION TEST LOCATIONS <br /> & <br /> e• 115 _ J 1.19 ACRE TRACT NO.3394 <br /> 1.28 ACRES t 7 <br /> f! <br /> e .01 . ssee VICHM MAP N f f CLEMENTS OAKRIDGE ESTATES <br /> 4o` zy� `� 0 y NOT TO SCALE II <br /> 44° �, - a 10C J 11B 118 '49 1111D go � BEING A PORTION OF SECTIONS 15 & 221 <br /> 123.5' '� p(� � J`' ` d�� k 9,± 9 <br /> T.4N., HE., M.D.B.& M., <br /> . 128 12C SAN JOA UIN COUNTY CALIFORNIA <br /> 12 J GEORGE REED INC_ <br /> AUGUST, 2004 SCALE: 1` 100 <br /> p <br /> 11 1 t. 7 ACM / 8� Roposlev p APPLICANT: CLEMENTS OAKRIDGE ESTATES LLC <br /> Do <br /> 2424 COCHRAN ROAD, NO. 1 <br /> 8 ' ` // 1 s7z. OyE pgOPo xq'tiE 2 251p' LODI, CA 95242 <br /> 1.90 ACRft% b,I, �`L 71?1 <br /> ACRES t / �/ \, 5 fly c'g 0..�, �6.50g 10"E _ PH: (209) 327-2222 <br /> 6 �A , ` OWNER: CIEMENTS OAKR[DGE ESTATES LLC � <br /> / 7A gyp '-�p _ 2424 COCHRAN ROAD, NO. 1 <br /> 60' 0��� '� /to 14H _ o• � IADI, CA 95242 ,�- <br /> O \ / �n D ,� 100 PH: (209) 327-2222 <br /> ♦ 1� / b oax MAP PREPARED BY: BAUMBACH & PIAllA, INC. <br /> \ // ♦ rQ 1.11 A t / / • p0 323 'f. ELM ST. <br /> \ � p5 ♦ / ��� � t ,�i�ea• oo <br /> GEO RE C. <br /> 7 \ / q \ o � '° IADI, CA. 95240 <br /> /> 14G • 1ae , 1 g,r (209) 368-6618 <br /> . � l.tt f q � ♦ � 3pf�y0, .00� �l� / � "0' • oak � ' oa <br /> ♦ / n a r `�v/ ti 15 �/ 0 PRQCREATE 1ECT 5RR�ESIDENTIAL PARCELS (1 AC. min.), A PUBLIC WELL SITE AND <br /> V-1A PUBLIC DRAINAGE BASIN SITE FROM A 21.19 Act PARCEL. <br /> / ♦♦ ,� C Aft 4 .� , ♦ / �'� '?� <br /> // ♦ � ' SOA r � o ai r \ / / •ryUMMES AND FACILITIES: <br /> 4e X�4�' 9�a $y HATER & LIGHTING: COUNTY SERVICE AREA NO. 43 <br /> 53, \` /� q�'4 ^ �,` 14A � \ oax ✓¢ �� ` EXISTING DRAINAGE: NATURAL; PROPOSED DRAINAGE: PUBLIC - COUNTY SERVICE AREA NO. 43 <br /> \ / �Qi/ I +1r.- � �\ �Y � �' <br /> GAS.dcc ►ELErTRCt1Tn �.rem�•,�e nab Tg�'F` IDFNT►Ti~TCAT10[V TABLE <br /> c3`_ rs 5 / O , 4 �4 c0 s�"' uL. . . "....L.�. - - <br /> �o m 46 t 63 ACRES \ / - // \1.03 �' / L c � TREPHONE: SBC <br /> � q < \ / � �R 4 & � NbdipyR�'yQY R �� /�� � TREE ID DIA in. TYPE <br /> 15� o R, � S HAD INFORMATION: NOT SUBJECT TO 100 YEAR FLOOD. lA 38 HERITAGE <br /> ` , \ /Flo• y R41'�'S�`�' J 4� 113 38 HERITAGE <br /> ♦ IIIWAM E. & FAY / , ASSESSOR PARCEL NUMBERS: 019-220-26 1C 39 HERITAGE <br /> t� ♦ / / PFEIFLE / SITUS ADDRESS: 18327 E. SPATE HIGHWAY ROUTE 88 3A 68 HERITAGE <br /> Wax BunnINc yj y' v� �`�� / / ZONING: R-R RURAL RESIDENTIAL, 4A 48 HERITAGE <br /> TO BE MOVED 4 4 A� DONNY & REBECCA , \ // ( ) 413 18 NATIVE <br /> SMITH �Pa // \ / � GENERAL PLAN DESIGNATION: R/R (RURAL RESIDENTIAL) 4C 36 HERITAGE <br /> NOTES: 4D 30 NATIVE <br /> � 1 I / / 7A 68 NATIVE MULTI-TRUNK <br /> ERVIN 0. & IRIS M. / �\ 1. PROPOSED SITE FOR PUBLIC DRAINAGE BASIN FOR 1A 38 HERITAGE <br /> �*� 3 1 �� I(RAMER J/ DEVELOPMENT RUNOFF; DESIGN DEPTH APPROX. 9'. MOB 80 NATIVE MULTI-TRUNK <br /> e� 1.35 aCRBS 1 0'°0 \\ / 2. PROPOSED DRAINAGE EASEMENT FOR EXISTING 10C 38 HERITAGE <br /> DRAINAGE COURSE. 11A 50 HERITAGE <br /> I1B 39 HERITAGE <br /> n <br /> ,,, _ � '1• '� �'K ♦ � / // / ♦ 11C 27 NATIVE <br /> LEGEND 11D 41 HERITAGE <br /> �e° \ I 1� \. . a <br /> 3 r` 31 1\c \ MARY P. / ♦ 11E 32 HERITAGE <br /> �roo OLS ; , \' DEEM / \ _ 12A 28 NATIVE <br /> GEORGE REED INC. J �� IXIST[NG WATER B 5GE <br /> NATIVE <br /> 12 2 <br /> .CRSS CHARLES i 13A 34 HERITAGE <br /> g'Y 1 \`\ ♦ GIL.LIT // �, - -was^ PROPOSED WATER 14A 36 HERITAGE <br /> 1 \ / <br /> 22'f / <br /> EXISTING FIRE HYDRANT 14B 24 NATIVE <br /> 1 �\ \ / } PROPOSED FIRE HYDRANT 14C 30 NATIVE <br /> o . '6 `O ►1 \ \ i /f% ;/ 4 14D 48 HERITAGE <br /> 1 \ ' 30 <br /> lNATIVE <br /> A 14E <br /> 14F 36 HERITAGE <br /> NOTE: The Structural section shall be determined 14G 24 NATIVE <br /> 110 by the roadway design standards and Standard 14H 33 HERITAGE <br /> b0 •� jo- i O' Drawing No. R-27. 15A 12 NATIVE <br /> N89' 4'45 LopEs <br /> N is �0 O- <br /> \ \ R/lF 15B 72 HERITAGE <br /> A oo = ��' 70' R/R 50' <br /> 25' 25' *\ Var. <br /> 9 4' 2:1 max.4 12 12 <br /> GEORGE REED INC. / p" 2X ?x $y 1'min. <br /> /� J� aea aeo na^na en <br /> Aggregate base <br /> * f Drainage Swale shoulder may be <br /> NEVER BEND LLC6 A.$. shoulder eliminated where <br /> — native soil Y value <br /> RURAL RESIDENTIAL compacted � don s is greater than 30 <br /> NEVER BEND LLC STREET CROSS SECTION relative compcti <br /> S:\PROJECTS,2003\0358\dwg\0358-PERC_EXI•IIBBIT.dwg 8/16/2004 11:20:12 AM PDT G-1274 <br />