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qqo, 7% f5
<br />LANE84 92'(M)(G) -%' ;�� TRA CT NO. 4125
<br />14A RNE Y
<br />SEC77ON LINE -"-
<br />INE N88 -01'02"E 857.78'(M)(G) N894554"E SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br />_._ SEE SHEET 2 OF 3 FOR _ADDITIONAL INFORMATION .38"E N84'04'39"E i
<br />N j9.21, G) 78.23'(M)(G) ;45.09'(M)(G)
<br />1 p6•g9 (M)(_ 47 - i LUMINAg UNIT NO. 2
<br />CITY OF LODI ROAD EASEMENT 32. N12'11'32"W 9.56 i
<br />EX. PUE "A" (D.N. 2018-046136) 74.52
<br />D.N. 2014-134947 O �•-- � $1 � w BEING A PORTION OF THE NORTHWEST QUARTER OF
<br />-� (G) S115527 W(R) 7,744 SF o SECTION 24, ,
<br />�••� TOWNSHIP 3 NORTH RANGE 6 EAST,
<br />MOUNT DIABLO MERIDIAN
<br />o EX. PUE "B" (D.N. 2018-046136) )(G) VE /` c �S6�2Ri 58946'04"W CITY OF LODI, SAN JOAOUIN COUNTY, CALIFORNIA
<br />N R/W DEDICATION " 377-73'(M 1' �� U O 105.03' JANUARY, 2022
<br />w 2.73 ACRES ,4 '28 E " 392.2 383.72 , 193.g5 " 10 �, M\ cn
<br />N77 7'48'28 E o �, /7.48'28 E ? s2. Z 37- , - \s 25' ° 8 o o G �R THSTAR ENGINEERING GROUP, INC.
<br />PUE " " , 8" N�- �' -� °� v, N7 , y, - I O 25' IOo,` V 5, 342 SF o
<br />Ex. 0 48 2 E ��`°° , �. 620 12th Street, Modesto, CA 95354
<br />(D.N. 2018-046136) ,� x N77' rn 82 1O, i w S89 46'04'W
<br />B 18 ss�3 ,�� o/ �, - (209) 524-3525
<br />°-/\yN s,5o6 SF r I 100.00' LEGEND:
<br />N86 00'42"E 272.90'(M)(G) � O �� � / 91 N
<br />° E 144.67 _
<br />_ 164.85' °o C19 O.__� �O �<`' 25 o0 5,968 SF N89 4 '0 "E O N PIPE, TAGGED LS 9099 TO ALL LOT CORNERS, UNLESS
<br />I 79 w
<br />O N86 00'42"E N77.48 28 $3�8' o>. 25 I I `�+) SET 3/4" x 30" IRO E S
<br />_ =OO � C3 of 5 300 SF Q OINERWISE NOTED.
<br />N + N
<br />O0 _ � � S89 46 04 W '
<br />101
<br />OO N86 00'4 3.26 C17 O �r1,11 �~ b, " e SET 3' WC.: 3/4" x 30" IRON PIPE, TAGGED LS 9099
<br />�n ' �" w I I S89 46 04 W
<br />C16 � 92 b 100.00 0 83 Io SET 3x3' WC.: 3/4" x 30" IRON PIPE, TAGGED LS 9099 AT BEARING AND
<br />N86 00'42"E 154.39 6.D�- C15, - - , o 6,549 SF of 9 O o 0 5,300 SF I� 100.00 ® DISTANCE SHOWN FROM TRUE CORNER
<br />�n
<br />NN O 5�1 L - - s
<br />9.780 o I o " cn "
<br />25' O /�-3� 1-1 v, 10'PUE�o h;� o o " ,I o 5, 000 SF o o N89 46 04 E o c,,l 78 0 SET 3/4 x 30 IRON PIPE, TAGGED LS 9099 /N MONUMENT WELL, UNLESS
<br />/ `'L 9 46 04 E 96 00 r `I o OTHERWISE NOTED
<br />U
<br />Nt
<br />�o
<br />N
<br />F.
<br />I�
<br />25'
<br />I
<br />I
<br />NO3'44'19 "E
<br />22.73'-�
<br />(M)(F)
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />,i o o ,l o w ^, N8 cn S89 46'04"W -= 100.00 I c,, D o� 5 300 SF FOUND 3/4" IRON PIPE TAGGED LS 9099 UNLESS 077-IERWISE NOTED.
<br />O o 0 1 i w cn °p cn N o w o
<br />w �rn 1 O% o I o o ' w o, $ 4 c �' I S89 46'04"W O•
<br />w 106 �,= 6,210 SFti o o I� o0 o j 100.00 �^ °' FOUND 3 4" IRON PIPE TAGGED LS 9099 /N MONUMENT WELL UNLESS
<br />26 I `^ 10 4 °' 10 5 �= 5, 759 SF„ w c �" w `" of $ 9 p o �' �' ^' ,� O7T lERWI E NOTED.
<br />20.5' lj o, 9 3 cn o o R' S 300 SF l 00 I I 100.00
<br />1102 rn 103 5,367 SFR,' 5,486 SF oo "' Io cwn` y rn °' oI 5 000 SF o " \I � `% �I
<br />6,007 SFRi 5,259 SFR,' o . m= 5,280 SF �I o, r Ri o� �„ N8946'04 E o w w 77 w cN SFN SEARCHED, FOUND NOTHING
<br />ti D o w I S89 -46'04"W {;, 100.00' I °p of 5, 300 SF oma,` 0 0 0 (A) SEE REFERENCES THIS SHEET
<br />1 ^, N89 46'04 "E 96.00 ry N v I 100.00' cn ` ^ _ ` ' '= S. J. C. R. SAN JOAQUIN COUNTY RECORDS
<br />I o �%+ ` S8946'04" W
<br />N I �" �: o cn �" $ 5 m cn # CALCULA TED FROM RECORD
<br />I_ `
<br />N88 -27'41"E 312.62 cn o cn rn rn o, -
<br />' 50.02' oN0 �n 1": I I c $ $ 0 5 300 SF I 100.00 o MEASURED
<br />' 50.01 ' 50.01 ' 50.02 9 4 0 o „� o I m ni (M)
<br />o co of 5,000 SF o " I v, �„ cn
<br />� 0) 6255 50.01 c� o Q �, 5,280 SF �) N89 46 04 E I owl 76 °n o rn rn M&P MAPS & PLATS, S J. C.R. 0 60 120
<br />0 0 " I f S89 46'04 "W o rn RADIAL BEARING
<br />N o ^ 1 o j o N89 46 04 E 96.00 100.00 100.00 0 o f 5, 300 SF Q �� C 8 , SCALE 1' - 60'
<br />o -> c,, �" Fn o cwcn CURVE DATA SEE CURVE TABLE THIS SHEET
<br />I N z �1 c„ `" g g rn 9$ °�' 9 7 ° a 9 6 o I a (-+I 8 7 �'p `° , c�„ 25' cN rv? `I S89 46 04 W PUE
<br />rn 1O O °' = 5,001 SF' � 5� � F I _ � � PUBLIC UT7LlTY EASEMENT
<br />101 = 5, 001 SF" ' S, 001 SF"' c� 9 5 oI �, , , v; �, 0 1 oo. o0
<br />LU ll�j °0I6, 502 SF "' 5, 001 SF"' 5, 001 SF"' ^ o ` `D ' 5, 559 SF 25 25 � 5, 478 SF �, �+ ; � rn PUBLIC WALL EASEMENT CURVE TABLE
<br />0 0 0 / I, ` I �`I 10 PUE-�. 16 O 4 „i ti cnl � PWE
<br />0 0 cn 8 /_ - - �1• /,h`L (o wi c 7C7 ply PARCEL MAP,
<br />Z 1 0 o -- 0 10PUE � I _ �1 p �F. `Sst O s---- -- ; 87.61 o
<br />26' I o o w w w '- _ 1�./ ,h�, s�,\ o- 86.73 ��orO I `"- of J 5,300 SF o D.N.
<br />_ _ 83.32 O. 6 `�o°.� N88 27'41 "E 174.34 r DOCUMENT NUMBER S J. C. R.
<br />r 50.02 r- 50.02 p �y y- ' " _ RECORD OF SURVEY, S. J. C. R.
<br />5-0.01' 50.01 50.01 __-D�F 250.07' ` --------OO 25 I S89 46 04 W RS
<br />O,, N88 2741 "E 388.64' _ c`"„ � �4-.�- _______- ----; 100.00' W.C. WITNESS CORNER
<br />Q �`y 468 - N88 27'4 71E1 8.53 N D R / VE = s�`s�. wl 74 w 1. N. INSTRUMENT NUMBER, S. J.C.R.
<br />c„ 'O b-- o RIGHT-OF-WAY
<br />POMACE ' _ o Q of 5 300 SF o R/w
<br />_..� ry N8827 41 E 643.41 5�0Q'-�rpQp- SQLOQ _ �••� �j O ��, � ICE TEMPORARY CONSTRUCTION EASEMENT
<br />20.5' ,poi. , �Q_0Q_ _ 5_Q �'_- -5�K' - �OQO� 10'PUE� I9- I S89 46'04"W _ .. - .. _ .. ' ( )
<br />5�OQ _ - �- 178 119 12 0 I 25 I 100.00 - 2 PUBLIC WALL EASEMENT PWE
<br />�p6�°� �1Q'_ X0.00- 10'PUE 114 11 Jr 116 117 5,000 SF 2,709 SF� RESTRICTED ACCESS
<br />� °9T 111 112 113
<br />5, 000 SF 5, 1 SF 5, 000 SF 5, 000 SF Z w
<br />110 5, 000 SF a Z o 0 0" 0 73 0
<br />26 10 9 5, 000 SF 5, 000 SF Z Z o o ^ o O of 5 300 SF Q
<br />1 1 O 8 5, 000 SF 5, 000 SF Z a o o ^ o o o cH c v, -�'
<br />h 6, 388 SF 5, 000 SF Z Z Zo o g o^ o oo c,; o N o N o ti m IQ o 7 " _ i
<br />1 1 Zo 0 0 0 o w o w o N o N oo v o v oo co 0o co o co I o_ S89 46 04 W HA R NE Y LANE %�
<br />o o o w o �, N o_ o- o co o Q _ - cH N 100.00ftft' 114 CORNER -�
<br />o, � Q co � � I_, o � rn
<br />h o oo oo co Q Q Q ' m o m of 72 FOUND 3/4" IRON PIPE TAGGED
<br />� N88. 7'41 "E 676.10' ' 50.00' 50.00' 56.76 I v of 5,000 SF o LS6630 /N MONUMENT WELL ^ o0
<br />21, 50.00 50.00 v , " (C)(E)(F)
<br />1 50.00 50.00 z I {' I S89 46 04 W
<br />z. -� 50.00' 50.00' 50.00
<br />°j 69.34' 50.00' 50.0 Z Z Zo o V o o o w I 100.00' 209.90'
<br />N� Z o o 0 o w o 0 o N oo N o v o N o Q)10;i°' I �i 71 F �'- "209.99'(M)(F)F) --lj 25.01'(M)(F)
<br />CURVE
<br />DELTA
<br />RADIUS
<br />LENGTH
<br />Cl
<br />9178'23"
<br />50.00'
<br />79.68'
<br />C2
<br />8276'23"
<br />36.00'
<br />51.69'
<br />C3
<br />872'14"
<br />500.00'
<br />71.59'
<br />C4 1
<br />1015736"
<br />50.00'
<br />88.98'
<br />C5
<br />1015736"
<br />25.00'
<br />44.49'
<br />C6
<br />2220'45"
<br />67.00'
<br />26.13'
<br />C7
<br />552952"
<br />67.00'
<br />64.90'
<br />C8
<br />24 0659"
<br />67.00'
<br />28.20'
<br />C9
<br />1015736"
<br />67.00'
<br />119.23'
<br />C10
<br />52 42'16"
<br />75.00'
<br />68.99'
<br />Cil
<br />3836'07"
<br />75.00'
<br />50.53'
<br />C12
<br />917823"
<br />75.00'
<br />119.52'
<br />C13
<br />917823"
<br />25.00'
<br />39.84'
<br />C14
<br />827623"
<br />20.00'
<br />28.72'
<br />C15
<br />3 4333"
<br />525.00'
<br />34.14'
<br />C16
<br />4 28'41 "
<br />525.00'
<br />41.03'
<br />C17
<br />872'14"
<br />525.00'
<br />75.17'
<br />C18
<br />827623"
<br />55.00'
<br />78.98'
<br />C19
<br />872'14"
<br />481.50'
<br />68.94'
<br />0 0� ow ow oN oN oN o� o� QQ Qco X121 0 6'51 00 :r
<br />Q
<br />�; o ry o o o 12 2 p N88.05 04 E 179.98 ® 24.94'(E)
<br />Q z^1 o N o oco o� X124 X123EE
<br />Q1 _Zoo o Q `° ` .127` ` 125 5,000 SF 5,485 Sfl� '�, DETAIL "Bs S437733'W o t
<br />11�0 Q � 2` ` 131 � 730 129` 128 126 5,000 SF 25' 25 20.02 ROCKY
<br />°�I 13 5, 000 SF 5, 000 SF 5, 000 SF 5, 000 SF _ - 16 O �,� s� O > _ _ _ - -� _�� 6.70 7O 4.26 0
<br />s. o- 87.30 o `" Q LANE
<br />13 3 5, 000 SF 5, 000 SF 5, 000 SF 10'PUE-� - _ _ _ -� - - ' 42. os' �1 ' / 'h1 s �O O / ��� 7, 573 SFW(R) o Z o ,
<br />O 1 7, 295 SF 5, 000 SF 5, 000 SF _ - - - _ _ _ 50. oo I
<br />_ r 50.00 50.00 ,0,�0 0�3 N8827'41 "E 94.00 o .09 5�,', ►v i FOUND EMPTY MONUMENT
<br />26' I _ _ _ _ - , -7 50.00' 50.00 50.00 ��` F � \ S5� - N88'05'04"E o
<br />50.00 50.00 - 13230 �' WELL WITH 2-2' SWING 77ES
<br />` �� �r'�! - - ' - 50.00 50.00 50.00 N88 27'41 "E 656.38' `"�=- `� -� --O� �� -� 114.04' I
<br />64.32 _ �--- - ---- - �- - ti �_,�
<br />735.91' _ - �? , O o' �� orn6 6 9 v, EX. 2E PUBLICWALLEEASSS EMENT((PWE)(F)
<br />N882741 E�868.21 DRIVE ,
<br />' F---- - ---- - S O L E R A \ 5, 719 SF
<br />�, N88 27 41 E 831.39 50.00' - _ �- ��� " N N
<br />,_ ti _S�00: _ 50.00- �p 25 Qo, 25 O, S89 46 04 W e ^ Z y
<br />o p'_ 50 0Q' _S_a oQ'_ PUE 14 8 14 9 150 98.87' w o
<br />,o0 5Q,9Q_ 10 PUE 14 6 14 7
<br />6 °, ' 50,20' SQ�oQ - - 14 3 14 4 14 5 5, 000 SF 5, 000 SF 5, 000 SF 5, 655 SF o j a, o
<br />47 86 _ Z 00 00 c"
<br />6 O�ti°c 14 O 14 2 5, 000 SF 5, 000 SF 5, 000 SF Z zo V � ;Ivo 0 ; 6 I N
<br />� 141 5, 000 SF Z o (�
<br />19 13 $ 5, 000 SF Z Z o 0 0 m o o ` of 5 081 SF o rn
<br />26' 13 5 13 6 13 7 5, 000 SF 5, 000 SF 5, 000 SF Z Zo 0 0 0 o o �., o j I;, - - i
<br />5, 000 SF 5, 000 SF Z Z o o cw o N_ o �+ 7 ]00.00 (M)(F)
<br />1 13 4 5, 000 SF 5, 000 SF - 25.00 25.00'
<br />Z o o v o cw oo w o N Ni N o
<br />o� . 16, 465 SF Z Zo _ Zo v o o o cN oo N o ti o �? Q)-ZNioo o co Q Q `° Q j I �_�,.' cn 150.00'(M)(F) ` 26.50'
<br />0
<br />5 N o 0 0 o c.; o ti o ti o �`? oo " Q Q `° ` `O ` 50.00 56.82 i I N a v, o N89 46'04"E
<br />„ o N c.w o v o v o o `° 50.00' 50.00 50.00 .�� o co f
<br />o M o w N o 0 0 0 = , 50.00 / o o w
<br />o o Q co 50.00 50.00' 50.00 50.00 SEE DETAIL "Ai o, oma,` 67 I �!
<br />Z 1 ` Q 50.00' 50.00' 1 n
<br />ZE 50.00' 50.00 N8827'41 "E 876.94'(M)(F) NOTES: 60 I 61 1 6� I 63 64 165 w �' °' v "� O - - - - - -
<br />ZE
<br />rq
<br />50.00'
<br />1 70.12' 50.00' '
<br />I 1 I I i i 1. ALL DISTANCES ARE MEASURED UNLESS 07NERMSE NOTED. I rn �` � � � � Z i �
<br />6-15'41"E I I I 1 I i 1 2. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CONTAINS A I „i= 66 Z y
<br />71.50'(M)(F) I I I I I 54 I 55 I 56 I 57 1 58 WITNESS CORNER ARE FROM LOT CORNER TO LOT CORNER.
<br />I �D I I2 I 53 I i I J. ALL 3x3' W. C. SET A T THE BEARING AND DISTANCE SHOWN I .25'RZ, m
<br />rn
<br />71 00
<br />0
<br />c 10'PUE
<br />L__70
<br />N 6.70'
<br />87.3o� O
<br />94.00'
<br />N88 -27'41"E
<br />I FROM LOT CORNER TO MONUMENT. 25 1 � •
<br />49 I I ► i i I I� � m "
<br />I I 4. FRONT LOT WITNESS CORNERS: SAW CUT "+" IN CONCRETF AT DETAIL "ADETAIL "B" I �;' y
<br />4.00 FOOT DISTANCE FROM LOT CORNER ON LOT LINE I DRIVE NOT TO SCALE NOT TO SCALE
<br />,
<br />PROJECTION. LABRUSCA ; n1 _ -�
<br />\ 5. SEE SHEET 2 FOR REFERENCES, BASIS OF BEARINGS AND -� SHEET 3 OF 3
<br />k: \i20-2521 remolds ranch subdivision \dwa\mapaina\subdivision\unit 2\20-2521 lumina u2 fm base ADDITIONAL NOTES I
<br />qq,- 71; 13
<br />
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