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REVISED <br /> TENT�4TXVE M P ® J fi <br /> Application# r r A <br /> Received BY ` �' On <br /> S81°53'40E 24.10' BAUMBACH 8C PIAZZA, INC . <br /> CIVIL S RVE ORSEERS <br /> ���R�iARD <br /> SITE S.P.R.R. IADI, CALIF. <br /> 5T. vo- 9 r� . <br /> O <br /> 1.28 ACRES f <br /> K TRACT NO.3394 <br /> 10 <br /> �,��, , 1.13 ACRES. REVISED VESTING TENTATIVE MAP OF <br /> ���G4 � - � } S sse• CLUENTS OAKRIDGE ESTATES <br /> VICINITY MAP <br /> 44,04 0 �4�' tOc11B 11 �O� NOT TO SCALE <br /> BEING A PORTION OF SECTIONS 15 & 22, <br /> 123.5' �o Jam' - 11C 0. <br /> T.4N. HE. M.D.B.& M. <br /> -6" / IE 12B a , <br /> r �r° 2C SAN JOAQUIN COUNTY, CALIFORNIA <br /> I fl <br /> GEORGE REED INC. JANUARY, 2004 S CALE: 1 "= 10 0' <br /> e <br /> SITE 17 ACRES \ AGE EA APPLICANT: CLEMENTS OAKRIDGE ESTATES LLC <br /> 8 OSED D cn 2424 COCHRAN ROAD, NO. 1 <br /> ��, S7 pRdP 5E tId' to' �' LODI, CA 95242 <br /> r 1.90 ACRES b,1. + 1011�Ge\ �ti �°2s 3� , •5810"E 285 w PH: (209) 327-2222 <br /> 4� ORES �� E -1 N. <br /> D 0 �a• 9 j � ISE 38. _ - - t03 OWNER: CLEMENTS OAKRIDGE ESTATES LLC <br /> 7A 41 ` 1�\ `� t --r"` �""�_. 0 2424 COCHRAN ROAD, NO. 1 <br /> -170 1101, CA fj r 14H ' v o PIi: {209) 3272222 <br /> ,p ., � , <br /> MAP PREPARED BY: BAUMBACH do PIAllA, INC. <br /> \ Lit A t -' 1• -� 0 323 W. ELM ST. <br /> GEO RES C. r'� 7 110_ sp p0 LODI, CA. 95240 <br /> �+ 1 \�rs��, 1 wry 120 $ (209) 368-6618 <br /> .11 ACRES f <br /> s� 15 PROJECT DESCRIPTION: <br /> Qg�~ �ld- CREATE 15 RESIDENTIAL PARCELS (1 AC. min.), A PUBLIC WELL SITE AND <br /> �o <br /> / ��� A PUBLIC DRAINAGE BASIN SITE FROM A 21.19 Act PARCEL. <br /> ¢ + y ' UTI11T[ES AND FACILITIES: <br /> $y WATER & 1nGHTIPIG: COUNTY SERVICE AREA N0. 43 <br /> EXISTING DRAINAGE: NATURAL; PROPOSED DRAINAGE: PUBLIC - COUNTY SERVICE AREA NO. 43 <br /> <1 GAS & ELE7RIC: PG&E w J' / SEWAGE: INDIVIDUAL SEPTIC SYSTEMS OAK TREE ®F�T`T°IFICATION TABLE <br /> o- �- 1.63 ACESt 1.03 t r„. C <br /> co <br /> 4 ti 4D / .oySk & RF \ + �IUpR/ �Y R oy / 4a` TYPE <br /> TELEPHONE. <br /> OFLOO <br /> N: NOT SUBJECT TO 100 YEAR D. TREE ID Ql <br /> A. <br /> FLOOD INFin. HERITAGE <br /> IB 38 HERITAGE <br /> e <br /> rn. WILLIAM E. & FAY ASSESSOR PARCEL NUMBERS: 019-220-26 <br /> PFEIFLE // SITUS ADDRESS: 18327 E. STATE HIGHWAY ROUTE 88 33 6 HERITAGE <br /> 93• A 68 HERITAGE <br /> ✓ / ZONING: R-R RURAL RESIDENTIAL 4A 48 HERITAGE <br /> DONNY & REBECCA \ // ( ) 4B 18 NATIVE <br /> SMITH �'Sp // � `. <br /> G\ p / / GENERAL PLAN DESIGNATION: R/R (RURAL RESIDENTIAL) 4C 36 NAGE <br /> ftex Bu / <br /> TO BE REMOVED', ti� � i/ �..\ / NOTES: 4D 30 NATIVE <br /> ERVIN 0. & IRIS M. / � // 7A 68 NATIVEMULTI-TRUNK <br /> 3 1 ,ot KRAMER / `(\ 1. PROPOSED SITE FOR PUBLIC DRAINAGE BASIN FOR, IDA 38 HERITAGE <br /> 1.35CRES� �° ° \ DEYELOPMi.NT RUNOFF; DESIGN DEPTH APPROX. 9. 10B 80 NATIVE MtILT[-TRUNK <br /> �s \ / // r�'y 2. PROPOSED DRAINAGE EASEMENT FOR EXISTING 10C 38 HERITAGE <br /> ✓so lam ' / // c�°� DRAINAGE COURSE. 11A 50 HERITAGE <br /> �- �G, �C�'� / / ♦ 11B 39 HERITAGE <br /> / / \ i1C 27 NATIVE <br /> �g, ` \f'°. \ \♦ o // / / LEGEND 11D 41 HERITAGE <br /> f ��,� 9 ♦ MARY P. �/ �� \ 11E 32 HERITAGE <br /> v \ � DEEM / \ <br /> © �� `L ♦ — -�— — — EXISTING WA'T'ER 12A 28 NATIVE <br /> GEORGE REED INC. 2 Q 12B 58 HERITAGE <br /> r� 1.07 4CR0 \ I 12C 12 NA'T'IVE <br /> CHARLES /ILLIT // �� 4` � PROPOSED WATER t3A 34 HERITAGE <br /> '” \s° \� 14A 36 HERITAGE <br /> "°' ��♦ // �� EXISTING FIRE HYDRANT 14B 24 NATIVE <br /> o I .1 1CRES t \ ♦♦♦ // � 4 PROPOSED FIRE HYDRANT <br /> • 14C 30 NATIVE <br /> ` ` �� ��`S 14D 48 HERITAGE <br /> 53 ? ` 411,-'51 $- �� 14E 30 NATIVE <br /> a 1B• 2`�' p' 1F, \ O°� $' 14F 36 HERITAGE <br /> YOpp� ti �� v' NOTE: The Structural section shall be determinedrvfp? 14G 24 NATIVE <br /> 1C •`� Sy�� rptCl+v ti�� 6,0, 01 by the roadway design standards and Standard 14H 33 IMAGE <br /> 4'45'WN89' 4'45" 134.81 0 Drawing No. R-27. 15A 12 NATIVE LORA,S ,r °�� O' <br /> \ <br /> R/W 15B 72 HERITAGE <br /> 70' 50' <br /> \ CC 9' 9' Var. <br /> 25' — 25' , <br /> C E- 4' 12' 12' 4' 2:1 max. <br /> GEORGE REED INC. L1 °4 "' _ 27. 2% 1'min. <br /> Aggregate base <br /> Drainage Swale shoulder may be <br /> NEVER BEND LLC <br /> 6° A.B. shoulder eliminated where <br /> RURAL RESIDENTIAL compacted ® 95% native soil R value <br /> NEVER BEND LLC STREET CROSS SECTION relative compction* is greater than 30 <br /> S:\PROJECTS\2003\0358\dwg\0358TSD.dwg 1/22/2004 12:56:03 PM PST G-12 4 <br />