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<br /> PE 1
<br /> +� , SARGENT
<br /> ROAD
<br /> FD. AXLE at 1/4 GOR. ,26. E tT -_- TENTATIVE
<br /> N 55750
<br /> s� 12� LOT DINE ADJUSTMENT
<br /> �
<br /> 2650.33' 1242.72' k r b 4--171
<br /> 2 CA] N g5'1G�'51. E 1701.41"
<br /> SEc. GOR. 0 C; TIONS � � SECTION 12,
<br /> - ,23'31 PARCEL 4
<br /> N 513.12' moi,
<br /> i�
<br /> a45 O' �a'- � �`�� -
<br /> ,ORTH 100.00• SAN JCALU1N G O U N TY
<br /> CALIFORNIAG A L T Q�
<br /> vc4 rOPOSED 20'
<br /> 12 - �
<br /> w
<br /> 11 ` P E
<br /> N rL �ti -` t N
<br /> o `� x, o z
<br /> C PARCELS 3 & 4 In
<br /> 0 Ln
<br /> A' FINK ��, �� �Q o o° 41s 00 � �� �. 1 EAST 555.30' 1 7 SCALE :A L 1
<br /> JANUA — 300
<br /> be n �, /� _.51' �. Z z Z q
<br /> p / f 418.07
<br /> z �_ N 84'19'43' E c•i EASEMENT FOR 1— �--
<br /> Go 58.36 o ROPOSED 20 NOTES
<br /> �� � .ti P
<br /> `� �� S X2'4 N 85'D7'18' E PIPELINE AND FARM
<br /> e� 122 3 21` 293.05' - t' __ _ w r0 0 EQ ' NT ACCESS
<br /> & 4) n .. _ ,.
<br /> ti 63 • �, .k, - OLD PROP. LINE
<br /> r-� (FOR PARCELS m FR CJE C I DE SC ? Tt'7 ADD ,�M_ __ fV .
<br /> �� ,,SED EASEMENT '7��' 'it a 'N FD 3/4' PIP CSS SAD !. 621AG E90A.i mk6 _I� RCE'L J, 1 76 w
<br /> �� PRG. CEL 2 .� 2.8 PARCEL 3 � 1.3'CW)�-2.O a- ,QD!) _ 2� _f
<br /> 00 00� FRO'q Pte' o TO PARCEL 2 0 QDD .! - C srRO�l PA G D , ,4A i. ,V,-t C , 70 Mk7CCL , .
<br /> ►n Ln T O P ARCEL 4 / �,�
<br /> U I ITIES AND FACILITIES �raT�RlyELL SEyAGE BISSAU SEPTICIrt ,
<br /> N , / O26 45•q7•
<br /> 140-3-OL".a
<br /> \ q. � S rORM DRAINAGE GN--SI TE EL EC7'RICI T Y: PIC- a E. GAS;; P.G. & E.
<br /> • N
<br /> 8,5'44'43' E z N TEL EPYCNEI PA C/F1.c BEL/
<br /> \/
<br /> 124288' � ��� 5 1/4-1/4 �' FLOOD INFORMATION NOT SUBJECT T17 FLLIGD.
<br /> _ 5 .2a, E cOR. ASSESSOR PARCEL NUM H ERtS) � o-?�,��� 264. 1 05 �6� -28 OSI-� _
<br /> "
<br /> 55-35 PROPERTY ADDRESS , iG450 N- 5 T .0 10roO k�W
<br /> 'Z ,-,
<br /> . , • �, �. PARCEL 2
<br /> / / so 7
<br /> 1/4-1/4 I
<br /> ry �v o~ 91- �" t9 PA VICE L A, P. N . OWNER �4�4�R E�
<br /> z �' -� 3 4 � � 051 -260 -2 6 BILL-COOK JR 1242 RIVE RGATEVR• LODI CA 95240 PN (209) 745 5175
<br /> � � ssC g, E N N N 0 51 - 2(oO -Z7 LPG K E FORD SPRINGS GOLF 000 R�E 10 3 6o N H W Y. 88 L.OD I ) CA 9 5 242 PN C209) 333 6275
<br /> ,, N � � � 3 0151 - 264 -2$ � !LL CA4K J R SAl�1 E A 5 AB�DV�
<br /> ,��_. \w.. _"�g PARCEL 2
<br /> 2 (� i 051- 26 -29 GNATFIEL.D lNV�ST, QEF• PEN5I0N I e 0& W KE` T ..EMAN LN SUITE L 1 VODI1 CA . 95242
<br /> 0 N
<br /> s _ - PARCEL 3
<br /> Z: � PREPARED ��R'� L.oCI�:EFORiJ SPRINGS GOLF COURSE
<br /> PROPOSED 30' EASEMENT FOR 4 1.52 ACRES - PARCEL 2 ---� � 1�3(00 N , r4 Y 58
<br /> IRRIGATION AND DRAINAGE 4 0 TO PARCEL 3 \
<br /> Loft t ) CA - 95242
<br /> C209) 33 -3 ro2715
<br /> Iryo ` �g -k AG (PARCEL 1 TO PARCEL 2) z c'7 '� __
<br /> P bstC 1 (o . in P°jbDP
<br /> • 4y o5�� P ARCEL
<br /> 0
<br /> .O / 6,. CZ vol, 9� 9 1/4 GOR. - 1 W
<br /> 0
<br /> N �� X12 •15' ,� o �.� �• ` OP. LINE
<br /> � o ,30 OLD PR
<br /> 9 00
<br /> .1 O-
<br /> � 1177.32' C 1330.70" CG) 3
<br /> 78.07'2 . 1331.18'
<br /> —7
<br /> cam?
<br /> F' � JOIN OLD PROP. LINE 869 43' -~ 825.65 �__-._- 640.14
<br /> ---- 55'35'5 7` E Q !
<br /> ra S 35'52'29' W 'y A;� -- _ - --;- _��
<br /> Zr j
<br /> ` N 42'25'16 W - 53.33 1
<br /> n � 143.47'
<br /> 1 TO PARCEL 2 �______
<br /> - CEL as � �` - 2.25 ACRES �. PARCEL
<br /> N PAR
<br /> 1456.42. 2G 39.7 7' N aw TO PARCEL. 3
<br /> � r S x5'52'38' W FD. 1' IRON PIPE 00 a O
<br /> - -- - at Center of Sec. O �--
<br /> d-
<br /> w POSED EASEMENT FOR See (A) 0 0a-
<br /> k , PRO EGRESS R. 7 -�
<br /> INGRESS AND w as o �n
<br /> _ PARCEL 2) \y z ,- Z
<br /> (PARCEL 1 TO EU' . ci
<br /> s PROPOSED EASEMENT --
<br /> so FOR IRRIGATION AND o N 2q'22'57' E 125.00
<br /> y INGRESS AND EGRESS N 07'59'57' E 87.00'
<br /> ry {PARCEL 1 TO PARCEL 2} z
<br /> t� S a6.02'p4• W _--N 21'57'33' W99.00'
<br /> S
<br /> 611.35"
<br /> N 44'16"33' W101.00'
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<br /> t9 N l9 . t)
<br /> L O 0 � 1/4_1/4 LINE c0
<br /> PARCE o
<br /> ,I c, " ; � ; `'' �:: : i. :-lrt p Ft). 1' Holt
<br /> 06 C) ' - L 81.60' C 1280 CGS
<br /> 12
<br /> � x � 3.1 �.9
<br /> 00 �' 6 91.18' 197 2.7 8' cv
<br /> `-4 Q N 55.4q*O2� E 1/4-1/4
<br /> c;EORGE TED BAKER
<br /> w w �'� 41
<br /> vict r
<br /> 51T .
<br /> � � 9'12' E N O _ _�_ ._-, .�--.-...�..,.�..-. - � � �
<br /> 0 N 855 N ----� R.�• 7 _205 rl? .__ . Sar �.' n� RCS
<br /> --a_ ,- -- 573.80' z `' tQ I{�U m
<br /> �' + fi �, w•
<br /> ,► N SCALE: 1 ' = 300' ° y
<br /> W. LINE of EAST 1/2 of EAST 1/4 _ 4� # n p
<br /> .; a of SOUTHEAST 1/4 'J L4Lew -y
<br /> C) - ORD SPRING%
<br /> 12 0 L r �' l
<br /> ° COURSE o Home
<br /> o :ci o Ln . F, Y
<br /> 0 e
<br /> Bolt + - z o0 3 J" r_� Set RR S Ike at Sec. (,-or. ` *
<br /> FD. S.J Co.
<br /> B P � .� `U
<br /> Washer at 1/4 Gor. 573.45' 1968.26 o (See Engineers Note 1)
<br /> Per PM 4-77 13 N 7
<br /> 3a' SETTLE-MAN
<br /> --- - 2624.35'
<br /> _ - 656.09' - - -
<br /> --- - — LAN
<br /> SEG. GOR. --'
<br /> LANEaVICINITY MAP
<br /> cB �
<br /> SET R.R. SPIKE
<br /> +v o-r To sca LE
<br /> TT L M
<br /> N0.
<br /> 9627LLA.DWG
<br /> Of
<br /> REVISIONS DATE BY
<br /> DESIGN liOR ■ PREPARED IN THE OFFICE OF
<br /> _ --- - __ .-- BAUM13ACH & PIAZZA S
<br /> _ + ------ ----_ _ -- vm CIVIL ENGINEERS 9
<br /> _ 3)3 WEST ELM STREET _.
<br /> AS SMT LODI, CALIFORNIA 9540 FILE k.
<br /> �"�D
<br /> R.C_E
<br /> RCE No. WE
<br />
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