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LEGEND:
<br /> • = FD 3/4 " IRON ROD , CAPPED & STAMPED RCE 19638, RS. = RECORD OF SURVEY MONUMENTS S ''': ,q(�JINC .
<br /> PER M&P 36-65, UNLESS OTHERWISE NOTED. M&P = MAPS AND PLATS SET 3/4" 130" IRON ROD CAPPED & STAMPED Im 19638 SHOWN THUS: a ,
<br /> X = FD 3/4 " IRON RDD , CAPPED & STAMPED RCE 19638, (R) = RADIAL BEARING UNLESS OTHERWISE NOTED. STANDARD MONUMENT BOX TO BE VENGINEERS
<br /> PER M&P '7'-&� 1 N = INSTRUME'NT NUMBER SET ABOVE MONUMENT SHOWY THUS: (o ,CHI'SELED CROSSES "+" �
<br /> 11111111\111= RESTRICTED ACCESS CE NTERUNEWILL BE SET IN CONC. SIDEWALK AT 3' OFFSET TO FRONT LOT SURVEYORS
<br /> CORNERS ON EXTENSION OF LOT LINE. 3/4 x 24" IRON RODS, CAPPED
<br /> ( ) = RECORD DATA PER NOTED REFERENCE S.F.N.= SEARCHED, FOUND NOTHING & STAMPED "RCE 19638", WILL BE SET AT ALL REAR LOT CORNERS. LODI, CALIF.
<br /> 0 = SET 3/4 x 30" IRON ROD, CAPPED R/W = RIGHT OF WAY
<br /> & STAMPED 'RCE 19638" P.U E. = PUBLIC UTILITY EASEMENT TRACT ��� 2 '69
<br /> Q = SET 3/4 x30" IRON ROD, CAPPED AND ���`1°1J�1 .ul,��l�J�l� 7 a'IJ, J�`11°1 �'!J� •� 5'U�3D1 V ISION'S' 01�' SAN JOAQUIN C'OUNT'Y
<br /> STAMPED 'RCE 19638 IN MONUMENT BOX PAIP Ab I I I I IL P.
<br /> 3 -$ I 1 1
<br /> 1� I '1 � 1 � � ��� ��� I ► 54' CENTUPY 1THREE,
<br /> I 1 I saQ°a7 25'E I I I 1 784.63' I I 1�1 w.---�_ _ I 1 1 UNIT NO. d
<br /> - - - - I r A RESUBDIVISION OF PARCEL "A", AS SHOWN
<br /> � 104.85' 27.53' 27.53 58.87' 60.00' 80.00' 50.00' 60.00 50.00' 60.00' 55.85 113.00 47.00' �� THAT 15,x' 1- I I f � � CERTAIN NAP FILED FOR RECORD
<br /> � _ � 1 � � � � � � � � >45 � r44 I gi 103
<br /> ,�, 1N BOOK 36 OF MAPS AND PLAT'S, PACE 66,
<br /> :� 4.1 9 ' m SAN JOAQUIN COUNTY RECORDS
<br /> D9 ai N �- C 151 150 g 149 148 $ 14�' 146 �" ' I �°° + �' BEING A PORTION OF THE SOUTNN'EST RECORDS,
<br /> � � Z'° 504°04'28"11 w �1 cit ,e; C> cn g ` ri n' o I "� 47 25
<br /> ., a, Nt10`3130"E OF SEC`T'ION 14, ?".3N., 1�6E., fit,D.B. & M.
<br /> 1oz.z5 CITY OF LODI SAN JOAQUIN COUNTY
<br /> m
<br /> / 155 �- `� I �' �' 10' P.U.E. I M I 113.oQ' 54
<br /> + / � gl r i CALIFORNIA
<br /> 1 -58. .o�'" - - .o�'� _ - 0'- ao.Qo �.Or - -moo,- - , - ~' Ln 104 + 1{IAh'C'H, 2002 S'CALL'.f"�=6O'
<br /> ECRO/ SOB•22'14"K 1 J SOQ`07'25'� 445.79' I NO0.31`30'E 1 0 SHERT 2 OF 2 SHEETS
<br /> 0
<br /> 15,E 99.87' - SOp'p7 25"E - - 511.64' - --•�� 113.00'
<br /> 111 Q ,�3 h '0 '01�IAC' WAY _C_ - - �I m I I ► BASIS OF B'EAR'INGS:
<br /> SOO`07 257E 450.71' f 0 gI 105 �' r4
<br /> m - THE WEST LINE OF THE SOUTHWEST DARTER OF SEC7'10N 14,
<br /> SO 00.000 , ' - - _ - - - _ -60.00- -60.0 B0. 0 50.00 61.10 NOO'31'300E T.3N., R 6f, M.D.B.&M., BEAR NG NO'08'00"11',
<br /> 100.00' r �' - - - - - - - 5b' 113.00' (y I AS SHOWN ON P.M. 18-159.
<br /> P.U.E. I
<br /> 1 155 10' .u,E.
<br /> " �� A = 140 S 139 P R 138 g $ 136 ��� 1 106 cuRv DATA
<br /> g 142 '� 0 141 g u �, 137 �, a �,
<br /> 143 .-• r, b, �„ ga �, l,a; I I LOT N0. RADIUS DELTA LENGTH TANGENT CHORD CH. HEARING
<br /> 506' aD `� °' `� `� x o° R? 1 N00'31'30"E � t` � lid 50.00' 314156 27.66 14.20 27.31
<br /> S74'40'321
<br /> 15 1 �' g s00'b7'25'� 472.92' I I 113.00' 1 110 50.00' 29'08'27" 25.43' 13.00' 25.16' N7323'47"E
<br /> 67.01 50.00 60.00 60.00 60.00 60.00 50.00 65.91
<br /> ill 50.00' 41'34'01" 36.27' 18.98' 35.48' S71'14'59"E
<br /> 11 107112 50.00' 40'40'10" 35.49' 18.53' 34.75 S30'07'53"E
<br /> 1�J s�'54'00 1 � 55, �� 57.00 60.00 ,,,� 1 � 113 ' " 1 ,
<br /> - -_ "A �� 1 NO(Y3130'� I I 50.00 40'4010 35.49 18.53 34.75 Slo'3217"t1
<br /> _ 100.00' ` p , e I > 1 113.00' 54' 25' 114 50.00' VOW' 9' 18.53' 34.75' 5 ' '2 "11
<br /> /
<br /> p+ 15�► 13 27.50 _ 128 - 0 1 9 P 0 130 N 81�' N � � $ 1 " `� � �1'�� � Ick � I �) � rg 47' 115 50.00' 4"l'04`d6" 41.08' 21.78' 39.93' N84'S5'25"1f
<br /> • `" g' �,�.I%-44.M' C 8 "' g "i' `� `n $ 132 � o �'3 r34 r-- �+' CO '� `' 108 'c m 110-115 50.00' 239'47'04" 209.25' -- 86.70' 501°16'54"E
<br /> C�p1' I1472.60 • --� i I NO , M i + 115 12.00' 118'44'04" 24.87' 20.26' 20.65 N59'14 37
<br /> «' N05'15 y. 05 10 P.U. x rn ' o O'3130'E I as r4 I 1 " "E
<br /> 17"6(R) u a ` j"g.gB 1 a,`'' 113.00 cc r, I 112 541.00 3"29 36 32.98 18.50 32.98 NOl'S2'48"W
<br /> 100.67' "� ,i - - - - ,- - 's cc I "2 I M 113 541.00' 6'37'54" 62.62' 31.34' 62.58' NOB'56'33"1f
<br /> 1 -- - �� b - - �0 0 - - �60�'- - OO g6 0b 8b 0� _ . -5�b0 �9 b0' �3 f09 `�
<br /> c 158 , �' �j `'" N00'07`25"'PP 471.02' 112-113 541.00
<br /> �r r, as o) cn1:4 10'07'30" 95.60' 47.93' 95.48' N0511'45"11
<br /> 1,�' Vit-' _ 537.71' _ COLON NY DRIVE E ,� I ' 114 459.00' 1'33'27" 12,48' 6.24' 12.48' S09'28'46"E
<br /> _ - -inrr--- - 0 1 N00'31'30'E I'°', 119 466.00' 8625'25" 68.51' 34.32' 68.45' SO4'20'42"E
<br /> 103.08 1 �, N00'07'26V 252.14' °`"`� N00'07'25"'W 285,57
<br /> 9.69 113.00 •c
<br /> 126 1472.50' 0`1150" 5.07' 2.53' 5.07' N89'O6'5O"W
<br /> - 14,02' �`�`'�` 500'07 25'E 189.35 N00 07 25"W 190.01 •��, -� R=50', L=27.66' ``'' 127 1472.50' 1'55'36 49.51' 24.76' 49.51' N88`a3'07"11
<br /> - 95 p�' - - 94.27 - - _ 95.74_ I I 126-127 1472.50' 2'07'26" 54.58' 27.29' 54.58' N88`09'02"M
<br /> 159 1 N43'43 6"1f _ - ' G 531 10 8T-(R) ,8
<br /> C' " «' ., N45'19'S3'� N44.40'08"IF R- en 1 1 1 1
<br /> �' "�' n 7.98 11 128 1472.50 1"34'00" 40.26 20.13 40.26 N83'53 00"11
<br /> 8 8.38 ISti 0 ,; - 8.19' L=24. 7 _ L=25,43 110 � ae�
<br /> 1527.50 1'38'43" 43.86' 21.93' 43.86' N83'55'21"11
<br /> ` I N01'07'40"E(R) 1 A `12� r2o I� �I `1 116 '� -.r 115 '"�� � �' N00'31'301 157 ,
<br /> ec in co ,a, o w ,
<br /> - - - - - 102.93' 7.50' 0 _ N0�100.99' (R) NOD'59`05'E I N00'47'15�. .$ 41 � / sa�''a .98.13 1 159 1527.50 1052'32"" 50.01 25.01 50.01 N85 40 59"11
<br /> 27.50 101.00' �t�� � l d� I E„ 1527.50 2'15 05 60.02 30.01 60.01 N8 7'44 48"N'
<br /> m - - rn 1 100.00 '7� o� °D 160 " ,
<br /> -..-� J-4 160 ( '+' c"' L`5 07' 126 "' I m - -00 �� �/ OPS I 1527.50 0'20 25 9.07 4.54 9.08 N89`02 32"11
<br /> �1 g a I f 1�► �, 1pg s� �„ I 157-160 1527.50' 6'06'45" 162.96' 81.56 162.88' N86'b9'23"11
<br /> t� SOQ'4715"1f -� ,, + o I 121 ImI X35.49 I n CENTERLINE CURVE '
<br /> a, � ._� - - - - - 102.90 ao
<br /> 1 N00'4715'E �-- '' „" M DATA
<br /> g °' N00'59b5"E NOO'59'05'E & co
<br /> � 1` " 4 1 100.00 114 `� ` '' I C RADIUS DELTA LENGTH TANGENT CHORD CH. BEARING
<br /> ��.� 0 16f 10 I- ""°°7. 101,00 f�5- 1Q1.Q0' '� � ld P.U.E. - �,,� 1� I 1 Cl 1500.00' 3'14'08" 84.71' 42.37' 84.70' N8"1'35'41"11
<br /> P.U.E. I .� C2 15 1 " ,
<br /> W
<br /> 1 1' ,� I$ 0 '1 118 a l �` ' y�l o f 12 `r '•�8' to 00.00 2'52 37 75.31 37.67 75.31 N84 3218"M
<br /> SOV47'15'11 'n 1m m N00'47'15'E a g'.\ 4 ' R�`�e4 lei' C3 1500.00' 6'06'45" 160.02' 80.09' 159.95' N86'b9'22"11
<br /> 10 , ,�, I N00'59'05'� x N00"59'Q5'� I " °' �`�'��,�_ fie`' '�' 113C�o ' l B• ' C4 500.00' 10'07'30" 88.36' 44.29' 88.24' 505'll'45"E
<br /> ' - - - - - 102.90 I 1 'a' "° `� as 100.00 / � 95,6a M o
<br /> 5 101.00101.00' I l,I 8-541 L= "~+v ,
<br /> a w - Cc - I. c� w f19 �,�, 104.82 ` C5 500.00 10`07'30" 68.36 44.29 88.24 N05'1145"11
<br /> 1 '3 162 I z ' -0 b I , 124 123 b cg
<br /> zgI .�g�� w 10'15'so , . 6 .�z 1,-�z 9 ri.4 I ,.
<br /> to m ccs 4 I co I � �` lggl �� K� 58. " /, S.F.N. �
<br /> 1� + N44 40 42"W � � N4519 377E N44 40 z;�
<br /> 4 534 L=94.37 500 08 00 E 96.29 ,,,�
<br /> 18. 7 C 18.91' 18.97 _ g2 R= g� NOW.
<br /> z \_875 - `- �'6B N10+1g,30'� 104• ?-Four TOP ri _ 142.90' (o
<br /> 1. THIS SUBDIVISION CONTAINS 11.307 ACRES GROSS AND 60 LOTS
<br /> Iowa W"G o �r 175.23 ;d, 18.35' A=468 L=82.35 ca L--13.84 - 0 -� - 0 v 1� r 2. REFER TO TENTATIVE MAP APPLICATION NO. 96-S-001
<br /> 10 Cl) N00 08 00"W SUBDIVISION BOUNDARY cv �+ 5g0"rf_ o Soo'o8 007E
<br /> PACI LL EASEMENT 1 441.79 1 r� _xid� C5 See. 14 I`� '� See. 23 3.A SOII,$'.SMDY OF THIS SITE )FAS PREPARED BY NEIL O.AIYDERSONAND
<br /> I.N. 93081780 - 130.4,2' -- �- 0 254.53' . C4 0 104.gZ 47'' WCtA78'3,WED J�AMit 992 PIC, a 592'17 A#10 MATED JA11ttIARY25 2000
<br /> - - - - �,,,,, - .. .._... __..__ _-- .. - 0"'." �l -.-.. ... ... .__,. CITY OF LODI..�-�,�`-1 - 25 Ao
<br /> • "` 127.02' J _ 4. THE P.U.E. DEVICA77ON GIV&,THE CITY, DWNERS OF PUBLIC
<br /> S.F.N. SECTION LINE , - - _ UTIIIITIES & OWNERS OF CABLE TV FRANCHISES 771E RIGHT TO
<br /> N8i'26 357E (R)_ . ....-� � -' ' SAN JOAQUIN COUNTY �
<br /> r � T ra ACCESS, CONSTRUCT, MAINTAIN, INSPECT, REPAIR, REPLACE,
<br /> - MILLS 816.82' - AV N lJ 431.87 � M REMOVE & OPERATE THEIR FACHMES IN THE P.U.E'S NO
<br /> - - - - - _ - - - - - . - . - - . - . - 30 + © H BUILDINGS OR STRUCTURES SHALL BE CONSTRUCTED NOR SHALL
<br /> ' 990,84' Sec. 15 U 1 Spa Cxec. 22 ANYTHING BE PLANTED WM0 7TH EASEMENT WHICM WOULD
<br /> N00`08 00'W 'BASIS OF BEARINGS 34-FOOT WIDE P.U.E. 4tjIIV7L'RI 'RF' WCITI 7TIE USE OR OPERATION OF PUBLIC UTILITIES 1N
<br /> PER I.N. 01132564 E)GSTING ROAD R/W PER M&P 36-65 SECTION LINE lace THE EASEMENT.
<br /> 5. TRIS SITE IS NOT SUBJECT TO A 100-YE0 FLOOD.
<br /> SCALE: "=60' REFERENCE: '"'� 6. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS &
<br /> Q R.S. 32-19 log BOOK OR VOLUME PRECEDES PAGE.
<br /> a
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