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SAUMBACH as POAZZA
<br /> CIVIL ENGINEERS
<br /> SURVEYORS
<br /> LODI, CALIF.
<br /> DOUGLAS FIR DRIVE TRACT NO. 2659
<br /> SUBDIVISIONS OF SAN JOA QUIN COUNTY
<br /> MAP OF
<br /> h
<br /> ... ....... ..... .
<br /> LODI WEST, UNIT NO. 3
<br /> ........... .........
<br /> Yo. 25, 25, A RESUBDIVISION OF PARCEL ONE PER PARCEL MAP FILED
<br /> N19*31'48"E S21, ,w/
<br /> 53.64' FOR RECORD IN BOOK 21 OF PARCEL MAPS AT PAGE 7,
<br /> 1p2SAN JOAQUIN COUNTY RECORDS;
<br /> 51,5, S89*294( BEING A PORTION OF THE SOUTHWEST QUARTER OF
<br /> 'Den 14' lor YE '(M.B.) 500.25'
<br /> %,c) / - - \L
<br /> ZY 25' 6487' SECTION SECTION 3, T.M., R.6E., M.D.B.& M.
<br /> 47,58, 1 126-53' 60.20' 136,54'
<br /> 99 oe" R 62.1 385.38' SOU30-20"WL, --4---10' PUE
<br /> CITY OF LODI, SAN JOAQUIN COUNTY, CALIFORNL4
<br /> 99 35-00' 1 2
<br /> 015 to 0 . I �9-- - 1*=60'
<br /> .5 G1 11
<br /> OCTOBER, 1997 SCALE.
<br /> ;> # 10, 'a) SHEET 3, OF as SHEETS
<br /> -IA? 83 �61 1:1
<br /> -411 *V-1p. lci. co 100 S
<br /> IQ; --�; P-. S89*29'40"E at b =
<br /> 82 c)
<br /> 123.09' .1 co SCALE: I"=60'
<br /> eO ot 'CID z
<br /> .49, b
<br /> V,5-" 84 ci w I N44�29*40"w p BASIS OF BEARINGS:
<br /> THE SOUTH LM OF 7LODI WEST, MT NO, ;r ALONG 71-77
<br /> L=41 10, PUE 98 C,
<br /> 9
<br /> WHICH MARS N 872919' F PER MAL RAP MD MR RECORD IN BOOK
<br /> SJs %0 81 so OF k4n AND PLATS, BOOK 32, FACE 13, SO JOAQUIN COM RECORDS
<br /> 44 cn
<br /> 36, S00*21'247W
<br /> S89*29'40"E 89-90,
<br /> NOTES:
<br /> CID
<br /> On
<br /> 4' 122, 15. 0, 50.00'
<br /> ^11� ;�P I KNOBCONE iQ 1. REFER TO TENTATIVE MAP APPLICATION NO. 94-S-001.
<br /> j x,360 .-1 �,
<br /> Jill N75*38'34�'E
<br /> P4 LAN E not 2 A SOILS STUDY OF,THIS SITE WAS PREPARED BY CONSTRUCTION
<br /> S 4.38 =G & ENGINEERING, INC.: FILE NO. 92-2037, JULY 20, 1992
<br /> 85 ZZ
<br /> .4, 3. THE P.U.E. DEDICATION GIVES THE CITY, OWNERS OF PUBLIC
<br /> 'CID 01 V=0 & OWNERS OF CABLE TV FRANC7M THE RIGHT TO ACCESS
<br /> 97
<br /> O� 17.09'
<br /> N, L=
<br /> 015. pup
<br /> 11(9 Oil, -c) ZO CONSTRUCT, MAINTAIN INSPECT REPAIR REPLACE, REMOVE AND
<br /> OPERATE THEIR FACMWS IN THE P.UE.S. NO BUILDINGS OR
<br /> 96 c) ci STRUCTURES MU BE CONMUCTED NOR MLL ANrWG IN PLANTED
<br /> -1 0 - 95 cD
<br /> '00' All rm THE wwx WHICH WOULD wmwm Fm THE USE OR
<br /> �ry 'Coo
<br /> /0. "1
<br /> �,q,>, -86OPERATION OF PUBLIC Vmm IN THE EASEWENT
<br /> 810(,47 W
<br /> n 0(9 6.05' 4. THIS SUBDIVISION CONTAINS 10.757± ACRES AND 50 LOTS.
<br /> -9� 10' .029
<br /> IAOL-�
<br /> 5 8, -.53' N89 40"W, S89*29'40"E 165.00' 5. 710 SITE IS NOT SUBJECT TO A 100 YEAR FLOOD.
<br /> 54.00, 6. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK
<br /> 55.00' 55.00' 55.00' 55.00'
<br /> a� OR VOLUME PRECEDES PACE
<br /> 1�, ( 2 O S s�02
<br /> A?. --b NUMEWTS S
<br /> C\2 C)
<br /> 0 89 m SET%Ox3O* IRON CAPPED & STAMPED 'RCE 1960 SHOWN
<br /> 94 RODS
<br /> M THUS -0-- UYLLSS OTHERWISE NOTED. STANDARD MONUMENT BOX
<br /> 90 91 92
<br /> 93
<br /> b C�, TO BE PIACK0 ABOVE MONUMENT SHOWN MVS' @) - CHISELLED MW
<br /> Az' 0, ZZ68 WILL BE SIT IN CONCRETE SIDEWALK AT 4-FOOT' OFFSET TO FRONT
<br /> 4,, cf) C�
<br /> N, 1 02 01 10, PUE z N89*29'40'W LOT CORNM ON WVSTON OF WT LK 314'Y24' MON RODS CAPPED
<br /> IN 4�00
<br /> I :, 0- -
<br /> 10 1 - �?z 1 22.53' & STAKED *RCE 19638" WILL BE SET AT ALL MR LOT CORNERS
<br /> 13' L=69.48';> 01 284-37'
<br /> L N89*29'40"W 242.53'
<br /> -Zz -----L-_=297.26- 242-53'
<br /> /0, 01 (9
<br /> Alm 000 4'0;>,18,, N8929'40"W - SOO*30'20"W
<br /> 149 80' 92.73' 50.00'
<br /> DRIVE cl,
<br /> L==314.18' 9
<br /> N89'29'40"' 109 89*29'40"
<br /> N,
<br /> 00, 58.00' 51.17'
<br /> 116 51.56' w
<br /> 20,
<br /> N44*44'50" C)
<br /> ICI: 115 >_4 145*15'10"W
<br /> C:� �0 (5) 18.96' c\2 18,93'
<br /> 6;>
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<br /> c: , 13 112 107
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<br /> 1 27.50' 27,50' 1 co
<br /> N, N.N, 780 h S?8'4?'4 3",E N89*2W40"W 185-45' 1 S89-29' S89*29'40"E 305.0V- w
<br /> 78.47.43„ 1 58,00' 65.45' 1 cl., - 8' (D
<br /> 66 5 , 67.19, 62.00' 1 10--4 60,00' 65.01, 1 1.�,
<br /> 60-00, 60.00' E- 1 65.0 60-00' 60.00' 60,00' cz)
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<br /> u') Ic! IC6 r- cy-
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<br /> to = 0 a V)
<br /> co :D 6 0 0 "1
<br /> c cf) 0 &- c� 101 1co
<br /> 108 S120 C� CO a, co 105 '- 'D 104 E5 '6 103 102
<br /> m �; log 110 Ill 1") ,- 106 '0 'c) :D C'
<br /> f'AF! C) C)
<br /> 00 0 0 0
<br /> z z I V) V) ul
<br /> N45'15'10"E) *'
<br /> C �4
<br /> 151 O"W I I N44'44'50"W UE 22.86' N,
<br /> 10' PUE N45* 1 .96' 10, p E-
<br /> IN, 61 18 13' F -.5 - - 6Q -48-77 7
<br /> 0
<br /> FD, 3/4 " ON ROD, TAGGED "RCE 19638" PER �7- .6-o,- 60-00'
<br /> 60.OQ' 52. ' 0oI
<br /> UNLESS OTHERWISE NOTED C) 74' 4 U) �0 w -66
<br /> P.M. 21-7, R=520' 174,32" cn
<br /> N81X29'40W N89*29'40"W 340,43'
<br /> FD IRON ROD, TAGGED "RCE 19638" PER g b
<br /> co co
<br /> Y&P 32-13, UNLESS OTHERWISE NOTED -.�=86 45' 215,53' 422.50' 4�--40'--
<br /> PUE PUBLIC UTILITY EASEYENT R�550' 678 05' 1
<br /> N8�729'40"W
<br /> (R) RADIAL BEARING c") PARADISE DRIVE c")
<br /> R/W RIGHT--OF--WAY -
<br /> (BOB) BASIS OF BEARINGS R=58 L=91.17
<br /> N89*29'4U'W 597-47'
<br /> RESTRICTED ACCESS (D
<br /> N441*44'5U'W 22.49'---
<br /> ...- ..... 25' 40,
<br /> LW3FV3.DWG; JOB #89113-3 6 93'
<br /> 7�8
<br /> 40
<br />
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