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<br /> TRACT NO. 2/07
<br /> BRUMLE'Y PL�4CE
<br /> °- A SUED/VIS/ON OF A PORT/ON
<br /> /D 314" /RON R//V FD. 3/4"IRON P/N /N FD 3/4" IROAI P/N /A/ �iV itlONU.NEN T WELL q Q � ( W
<br /> N /N MONUMENT h/ELL MONUMENT wELL TAGGED MONUMENT WEL[ TAGGED TAGGED RCE 14269 •. a OF THE N. W. //4 OF SECT/ON
<br /> VO TAG. (IPI ) RCE 14269. (RI) RCE /4269 (RIJ
<br /> �..... 7'K/M) W-507"e k-/> -R•i000 54.94 - _;_ .�.f_ 1 ` (n 26, T / S , R.6�E , M. D. B. 8 M.
<br /> A 269.44'j-/,V) _ _ ... ° -47.12'-, SAN ✓OAQU/N COUNTY
<br /> N' I N 69 . '.�' E 52 8,13 i
<br /> 01 a �/ STREET Q� w W CALIFORNIA
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<br /> ! N 89-38'.30-E b so. �� • N 89' 36'30 E 17338 '- ASO, rL�� -��fap h
<br /> ' 79.27' // 89.25' � � 84.13' � ' � � � �' a 83 "39 / m 0 m r
<br /> THOMPSON - HYSELL ENGINEERS
<br /> �, k� sr ria��7 `T ly °` z� -� •/p' Pu E a � m m m /O/6 /21A
<br /> /0'PUE \ h ��/ /o'PL!E \�" �' �U - Go TREET
<br /> 7MC7�oAccE� 25' 2s 1 Z5'_ 2s' . tU � % f o 2 �ao MODESTO, CALIFORNIAC
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<br /> 1 ^ ,3 � M MARCH , /988
<br /> Ott t;U. 13 V ±n " .� 3 hj
<br /> ' N 89'38'3 I 3 I '
<br /> N 89'38'30"E 0 E " �� N 89 38 30 E I
<br /> h 112.95' N 89'38 30 E h 107.06
<br /> 101 .60' V ti -2 .76r' 106.45' 0� J a> rn _
<br /> a STA T/ST/CS
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<br /> 8 4 N o
<br /> O ¢0 2 12.87•.... j <'�) ao o v N Z Z ? /7 o O v �I 4 00/ ACRES
<br /> O o R-52s p A l 0) o o // I o(D
<br /> 0 4 N
<br /> 586'/5'45 lU .� \ f co p R!
<br /> fYt 66 <RJ • '
<br /> m co • -� o cA,\ N �CIOP I �`N \ �V 5�•/�'c'?�E lR) m Q
<br /> ,50 39 54F/<') q y O
<br /> _,. N 89'38'30"E -� ti rm N 89'38'30"E. 97.71• N 89'38'30"EN 89'38'30"E_ i 97 27. I CURVE DATA STREETS
<br /> 94.32' 4.30 m �°' 93.95' tiSo +� `� m r------ -r,0: '�`�• m �� 3 / �� D �9 m STREET DELTA RADIUS LENGTH CHORD TANGENT CH. BEAR/NG
<br /> N lA J �• P�� p)\ �n _ ���'� , Q!p/� 6` - _ C � ✓STREET _
<br /> 3 �� �� �.I/. •u/, W rn p /y ►� CCENrrfZ!N 4'S2'O_0"�/0_00_00 44.94 6'_4.9/ _4?50 N 87•/2'30"E
<br /> 3 I \v s 7 N , /2 0 \o/ I /6 _ N Ut O 1 Sp H R/ti/ 4' 35'OB" 1104 Z 00 B3 39 6337 4/ 72 N B7' Dq'E
<br /> I U, _ K ��_ _ _ _ _
<br /> N -7,5.
<br /> e•_S2 29 Z N ZD { R N �9• - R: f'WEST R/h/
<br /> 0 N 7 3_I Z- 2 E{_ �(1 _ r- it - --
<br /> �_ �v (R o qS,Gl �S -�� �' N N ERZ/Lv B'�B 39 SDD 00 3 7._ 9% 7 6 N 6' 34' /7 W
<br /> / rn ) 0 Lo -7 Nom` ' w O Q � EAST Rr by D"/4 _ x'27'2
<br /> N S •F, S ��-/R ) - �L UL DE S4C 37.59 a9' So 00_ 33 16 32. 55
<br /> 8'p 29 �� 91e, Z 4; �CU�DE SAC- -;L--- 'SS SO 00 ee9 16 75 /7 56. NB2"39'3 "
<br /> `L I 6• O \ 9 �' 99 / o 0 CUL DE SAC 5°4/'27" 5000 .39.87 , 963 ZT.07 iV 25'25'38"W
<br /> "Z 5�� �� 9) K = 50 D^ / 01 21• 5� p9 �� K-S o p / S9, .71 y, 0 �- - -
<br /> oh 22910 S �' C� 9 V - CUL__o .CoURr-.
<br /> c�. ?� 3 S Z RUB
<br /> E 5.4� 4/'24'34" 50 DO 36141 35,36 /B.90 N/B'22' 20"E
<br /> `' "4O 6O UL �` 3'AC 262 49 09 50 OCA Zf935 `75 do 5z�O i1i 87 117�'
<br /> 40 O
<br /> 4/T134,35" 0 OD 36% _ 3a 36 _ /8 90v N 23'X2'73 W
<br /> 6 /S
<br /> c• 0 5 0s o o o /4 � o CURVE DATA LOTS
<br /> o
<br /> 0' I LOTS DELTA _ RADIUS LENGTH CHORD TANGENT CH BEARING
<br /> -24'/d" _525.OD /2 d 7 /P 87 6.44 N 9' O2 '06"A/
<br /> 33 ?OF55'2B„ 30 00 4 30 4..?0 ee q6
<br /> X4.85 x/•47 3D-..
<br /> �l �l 75.00' 11 1 .82' 77.76' 75.00' 1 1 1 .55' 77.00' Ftp t I 9 S/'�3�2'' SO.OZI 4_4.56 _ 43 i� 23 459 N B'43 S3"E
<br /> � 45/'3e'Ol" 5000 44 7 43x7 Z4. /4 - N X12'_33 49 W
<br /> l) N 89'38'30"E 528.13' ' 5 46' 3/3/'08" 50, 00 40. 60 39.49 ?/ 4.9 N BB`24'97"
<br /> I6 54°0/',32" 50.00 47. 1S 454e 25 49 I�/ . B• O�"/7"�
<br /> Lu 7 59'23 " 5`0 OD 5/ 49 S4 _2B.S /1N�` 4'�S"W
<br /> 1S I GIGF/CAL �c GQG'O , /N5Ti4C N1Frt/T NO. 42 3 (5. J G..Q� 0 45'4/' 7' 50.00 39.97 3B&3 _ Z/07 N 25.25'9B"W
<br /> M ` B 0 /J;3-7;; 475 DO 207 _ 207 /03 N 2.27'26" W
<br /> SCR/BED /N ' m m 41'24'.34'' SO.00 3c. /a 3536 1.6. 90 Nle'ZZ 'D
<br /> '2 "
<br /> CONCRETE• USED FOR I m 0 r-j-2 S7'19'50"_ _SO. DO _ 50_l�Z' 47.96 Z7 33_i N/0'rs
<br /> LINE ONL Y. (R4) " m /3 3�0`%9'29" SO.DD X13. 9Z 4Z 32 Z3 49 N 43'23'.58"
<br /> LEGEND REFERENCES NOTES Is
<br /> 40 ,5 3940 v 44
<br /> Z - - /s -- Sa•o 'oa" 50.00 47 Z3 45¢9 1?5 s4 N3i'sa'OZ"E
<br /> /� 54. 39'00" .SO 00 47 6-9 45.90 25.B4 N /6•" ?5'OZ"A/
<br /> o SET - ''x30"LC�tK� /c/ Vf'/f- (MJ DISTANCE MEASURED ON rHIS SURVEY. 1. A /O ' F�UBLIC UT/L/Ty EASEMENT /S TO 41,r DEDICATED 4'5271 5060_ -4-3-2--__. _4. 2 ? N -:P- 16,_6 A/
<br /> TAG650 G.S 4676 ALL 01 TANCES MEASURED C/NLESS NOTED ALONG ALL STREET ,c PONTAGES, AS Sf10WIV ON %7 36-Z7'a3~ SO DO 3/ B2 3/ 29 /6.47 N_?0'3.3'aS
<br /> SET��(q'x 70"GGW6 /�'iV R/f�, OTHERN//SE. Tse/S 1W4P - " - J- --
<br /> /B 4' 35'L� /042.00 93 39 ,93.37 4/. 72 N67 OQ"E
<br /> Ts67jEeD G.S. 46irp, AV ifl, iWWLWr 46�EZZ (RI) M/L CSr0A1e MANOR, MAPS AND PATS, 2 LOT CORNERS: SET 3/4" IRON P/PE 24 "LOM;
<br /> • FOUND MONUME'N! AS NOTED. VOLUME 25, PAGE //7. /S.✓.C.R ) TAGGED L S 4876 AT ALL LOT cnclvERS,
<br /> Q FOUND MONUMENT /N MONUMENT (If'Z) RECORD PER /NSTRUMEN T NO. UNL ESS SHOWN O TNElPhI/SE. SET 41 h//rNESS
<br /> h/EL L, AS NOTED. 66106 800. /S.✓C.R) COR/VER ON LOT L 1NE PRD✓EC TION FOR LOT
<br /> (R) RADIAL BEAR/NG (1113) EAGLEP.4RK UN/r ND. 2, MAPS ANQ PLATS, L11VES FAC/N,; A ROADWAY ( CN/SELEo `t "
<br /> PUE. -4181,/C UT/L/ry EASEMENT VOLUME 26, PAGE B2. /S✓.C9 /N CONCRETE) UNLESS OrHZ'RW/SE NOTC& BASIS OF BEAR/NGS':
<br /> S✓.C. R. SAN 10AOU/N COUNT Y RECORDS (R4J EA&4..E F'AR< C/N/T IVO /, �s I& FATS.
<br /> THE BfARiNG OF 41B9•,39',j0"E FOiP rf/E CENrERG/NE
<br /> vL�U�t1E ZS, �44CaE� l.�✓.C.R.)
<br /> /T77T7'jTJ /efs7'R1GTGD ACC,455 OF ✓ STREET AS SHOWN UN THE MAP OF MILESTONE
<br /> MANOR, F//-ED /N BOOK Of 1",RS AND RL.!rS, VOL UME 25
<br /> ,PA4C 1/7
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