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<br /> A T A ----.. � 517'/d 05'E 96.03, ".,►. _ _
<br /> C U R V E x=1,773,956.47
<br /> a AIDC CNoRD 8EA.I DIU yr 549, 233.?.
<br /> JIG
<br /> CU YE RADIUS DELTA A RC CHORD dEARIr 16 DIST. CURVE RA&UTS �s t. �� FEET 0 I �� FEET u' X=I '� �
<br /> R '
<br /> ,v0. FEET D I J� cEE7- 0 / JI FEET NO• y= 549, 324 23 N
<br /> 764 04 22 43 $8.36 5 48 I8 08 E 6U7 `* N27.45'as"E 14.14'
<br /> 1 2711 06 28 00 9!.49 .5 03 27 5r W 31.4? t11' 3 •44.16- • 97.7,3'
<br /> 2 279 09 /G 33 45.17 5 0d 24 27 E 45.12 764 OQ Q3 aro .5rt 140 5 39 d7 E 3d�8 �d�' v R=477.013 x.13-W 923&' !Z1lT•1D'03"W 10?-40' _
<br /> 3 279 09 ll ?2 39 98 5 13 08 2Q E 8 7G4 »E
<br /> iG 08 E 11569 764 03 37 29 52.78 5 35 52 08 E 5277 �. yG C 11° N 2 _ '--�?.75' .Gg.__
<br /> r - 3 279 ?3 35 ,55 !16.54 5 05 764 D2 65.57 5 31 25 52 E G5.�✓ yQt' w` v _�,._.�- ,400055 �. Exi5tiD�fI
<br /> 2.50 33 15 62 !45.14 Al 00 3G 09 w 14.3.11 011 AJ Il 08 J2 W 46.93 �1* ``� zCRestricted '` 5 ' P. u.E.
<br /> a G NJ
<br /> 5 90 ID /5 59 16.13 5 12 OG 05 E 161.10
<br /> 221 J2 II 4Q 41 A Gm' LN.88Q¢90¢9 '
<br /> c 68 25 52 4G 30.72 5 l9 54 29 E 30.45 G'0 F^ O a
<br /> 1 G g 27 04 00 32.12 5 46 22 52 E 31.82 ,Lt� AGO. 52.18' 1 359
<br /> ,W 358
<br /> •..
<br /> 8 G 27 04 03 3 .12 73 E 31.83 Z, �/ ,Q D°yl 1 25 w 6702 aF
<br /> g G8 40 21 48 48.02 Al 72 47 1/ E .4'!03 1 �r � "'s_ �i��� �iO X= 1,773, 76 $0 � b"� p a !g' � � 994!5F W
<br /> 20 28 37 1429 N G7 12 25 W 118.06 .� Y. 49, 703 ��p b2 C.1
<br /> g ce r 360
<br /> 10 50 04 03 5! X55 Al ;Ad 35 12 E 3' �� '�fI fin• 24 'p, i3 � Z
<br /> 48 d 4t 4?.52 Al80 58 58 E 4x.25 ��� v� •0°) ^ o �i 95715 �- gq: !4 .pp�� Q
<br /> 3 1 p 6�' l0'P U.E. L �. .
<br /> o !r 50 32 47 32 4co7 5 78 57 4� F� ,
<br /> oil. '� L• 203 �c �1
<br /> 12 47 12 9 54 10.25 5 80 4 8 Z� '' 23 -�'� ;� Gz��'; �.67� 4�• 9�\ 5 �...
<br /> 13 47 49 50 55 4089 Al G7 55 28 E 3961 4 9.ti� Q pZ
<br /> r4 Q7 45 0o 0�0 3x.91 Al 20 30 Gt0 E 35.97 ,�.3 Q� 08,11 Is Q , o � � �lJp)'•Cb�" �� x• 1,773. 734.13 � 3057
<br /> 15 d? 44 54 37 36.84 Al 24 2? 16 W 3✓590 A � Odd p` � � 4 � wGQ�9/�a� Y• 549,36441 �, l3 W
<br /> G2G!yF
<br /> ,� G7 ? o5 23 41.09 Al 7/ 37 19 W 3979 00 °',�Q, p \ 22 o 363
<br /> 1
<br /> t7 47 45 42 12 37.49 5 Co oe 5o W 36.so ,� _` � ��G - � '�" � � 364 9798 `� � 17 ( a, ° :; 502'S0'33""W('S)
<br /> - 248 03 Ol 203.47 6 18 40 42 e(� {� �, 361 .-= �N/7 !4 co V2
<br /> Z �7 47
<br /> tg 50 14 of 05 12.23 5 44 18 20 w ►?.?o �� �J� Q Q 8857 w v 3056 S1= `tj l8 12 c-10.25'
<br /> 102 18.72 5 G2 02 24 W 18.01 h 6� `�� �i $ 365 _�'A� ,2 AI52 42'12"WIRI-� �'
<br /> tg 50 2/ 2 ' �11 \ A �y1 ` $ PM l9 7 [=1??3'•,-� g ;` 7 N13•?D Q9"E (R) %n Q
<br /> 35 ZS 07 30.95 AI 55 0I 5l E �do tip �"� 1 ,gyp � � 7706 9� W � � ,u17.14'03"w !03.54' � �� � N / 3 5 6 `' �
<br /> 764 05 50 37 77.92 9 G/ 52 29 F ?7� 1.•, .Oti 2/ '� 366 ? •4I' 7"w ) `'°G N / 11 509!
<br /> 0 2? 4/ !12.83 5 .54 43 ?0 E 112.72 ��, , h'�� o 6325 ; N A/3B D OD '�+ 33°22'51 W!R1 Z
<br /> Z, 764 a 36?
<br /> 19 N R
<br /> ' 362 `� A/»►14'05"w !03.29•�
<br /> SF Q ^ 29' ti
<br /> � ,c
<br /> s �a It J
<br /> ) 36,40 5F � `�' :'29' '�� �, L•3.65' '� �. �
<br /> � 573'58' 13"E CRI , y a h
<br /> aGoOZlt,W 38.35 /0'l?U. E. 567•!6'05"E 3 '� e 10 403?°26'43'E(R) V 0
<br /> 20 584 57 41 w(1ei - __ - - - 355 cr v
<br /> <1f'�.►��, >>�►j GQ - �'ti,�° ' 'g• 72-o2c/' 50.0 50.003'18
<br /> J 8400' vO 020 5F --
<br /> so.OD' .5176 IQ'05 C V
<br /> X= 1,773.50789
<br /> l0?.20' "� a
<br /> N y=' .549.46 7.9 • ,.E 370.31 ' _ 503'01_'05=6t�C(R3---- -- �,
<br /> �. 2sa• d / S 17 1 d 115 x r 773,617.01 �,� �� ti O
<br /> x= /,773 006.39 � _ !0'r'u�
<br /> Y. 5119, 811.0 p�� cP �h 45 iQ. K �0 R B E L C 0 U R T ([�; ` Y= 549, 314.ac ? r^
<br /> X= -17.3, 4/3.91 a� yJ /q9, 2?g• 0.<< N " 271.910' •IG l3' `�I 3g�•w ��rg `ti 354 0
<br /> • i/6.54• 517'14'0.4"E 4�92.
<br /> Y= 549, 85-16 3 a ,�'1 �, /� ==45/7, :fd .510.0 30.00' O.QO' 17.36 17440' O.Q �' � -G' 1040 9 5l= 0
<br /> 0� �y. •� 40,1 2 3d.00� E� "" 72' �/
<br /> 4 .,o Q /o p u 5 a s.
<br /> a o ..
<br /> a� .�If .\% .� O _ g $ d O Z. 3 web m
<br /> SIP RON •� � � $ g g � $ h "' 'vc ExietingJP
<br /> Or'
<br /> 343 � ' �0� 344 ° h • $ 6 34? 348 w 349 ,,, 350 h 351 w 352 0 353 S.N.88049049 Q
<br /> �� ,�D _ / 844 ?468 5f �, 0 345 W 3 4 W W 500 p 5,9 5000;�` h 5000 5F h 50015iF +�a00 SF h
<br /> 2� �� G0d9 3F 5000 9F 5000 h ;.� h Bl2S SF
<br /> 2%' .Oh r� ��X 131'l/7G� + h '� r � - Q .. � d' Q a' 9�•
<br /> I.N.88049049 .00 a� ? `� ti 5 ^ /14a1n D.R. 496-QQ4 and;i 0.R. 81l•465
<br /> / , o t` d E: Easement for Ga -
<br /> VI. aG �'� Ex 15tlr2 15 P G
<br /> Restncted Access �, 30. 54.41• !2?39
<br /> JO �' 50 co S!r 111 o5'E
<br /> 9/88' 910.00' 75.08' 30.00' 4040. 73'
<br /> 5 r7° IQ'05"F x= 773, 534.99
<br /> � - •' "l Y- 549, 145.19
<br /> > > 7'3 I T1
<br /> 7'Y � �-- X=!,773,54,5.GG
<br /> x= /,?73,30989 � 1yy�% �'� ��'!� n1�fl,, �./.J�1ll ��J� : 549, 110.81 ,
<br /> Ys 549, 10.8/ Al. It? 29 - 95
<br /> � .3 l r
<br /> .. .)J
<br /> C.a5. Mon. A16. 2A/-i; �R, TRACT NO. 2351
<br /> TY
<br /> Found Brass D15c 5,4515 OF 8EAIRIA109
<br /> 0.0.5. Mon. Alo. 2ltl-7 1V10A1111t/&/,r6 F011A10-' SUBDIVISIONS OF SAN JOAQUIN COON
<br /> ICI Monument Box � Found Brass D1sc ,4 line oetween Ct of Stockton C H UNIT N0. 3
<br /> r 28 .119 Iron rns, /d" 1n dlametcr, 30•!on9 with brass t� Mon 11111 `5 A/0. Z1V-6 and 2N- 7115 - � '� �N ''mac r SPERRY RAN
<br /> pe 5 1n Monument 8o�c attached and 5tarrlped R.C.F. 8/BJ ,per I°NI. 19-127 511oJNn Record of 5urveF1led
<br /> W EST LANE ��%; per R.5. 28 .1 r9 thus: ---• . 51`anda/t?' City Cel7ter1rine Moncrmenf Shown on e s at 119 � �"��� ` �F�` �'' v
<br /> 556.39'16• 2182.60• �"' 1n enC1'05ed, r M. ,0. ?8-97 in [3Qolt 2B of 5ury y ,g�� �, ,,,� s,,,,�, BEING A PORTION OF SECTION 28, C. M. WEBER
<br /> with above mentioned p San ✓oaQuln eouo y Records, wiia s y- GRAN', CITY OF STOCKTON, SAN JOAAUIN COUNTY,
<br /> (Bases of 6 aW 9s) Thus: ---<�-- • ' " Bearings and p ° t CALIFORNIA
<br /> beard SIG 39 lc E.
<br /> x= 1. 772 088 02 distances are also based on CC 947 �� Ne w
<br /> x=/, 771,46249 y- 540,008. 37 N10NUMENTS SET. zone a• Dlstalxe can be multiplied "'�s' SIEGFRIED ENGINEERING, INC. CIVIL ENGINEERS
<br /> Y. .351,099.42 Iron ins /4" in diameter, 3o" Tongg with brass 6,v 1.0060594 to obtarn ground leW SPERRY RAN ue STOCKTON, CALIFORNIA OCTOBER , 1990
<br /> to attae�ied and 51,;MOed R C.C-. 8r$9" shown c istanee5. All dis>"arlces 51'7ivwn are UNIT No. H EETS
<br /> jyorE.• See 9beet h1o. / for Aloteg. U5 : _ 0 ._, ,Standard Wl y' Centerllne /vlowment grid distances. VICINITY MAP SHEET NO. 2 OF 2 S
<br /> with above mentloncd pin encl46e d shown !v0 SCALE
<br /> thus: ----os • . Chiselled ero5se9 hill be Bet on 4ac4•C•4
<br /> walk9 at front of all lots a pro�ectlon of Side lot
<br /> nes 0 ff5et is ,�: //2"Rebar 1v�I1 be setatarl rear /01" corners,
<br /> 3
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