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FOUND CENTERLINE MONUMENT COORDINATES PARCEL 4246-A SACRAMENTO b SAN JOAOUIN
<br /> CURVE DELTA RADIUS ARG GIRD TANGENT GfK�RD BRC CRECORD DRAINAGE DISTRICT EASEWNT O.R. 3377-242
<br /> NO. FT FT FT FT " MO. NORTHING X EAS'TING Y IMOP 300) Y 1537358.59 �
<br /> G/ 4'33 19 7/9.00 57.16 57.1 28.60 N 04'I 3/ 536,686.09 /,754,076.36 L-- - f/ " /
<br /> R. S. 7.9 - f36
<br /> 536 403.52 1,753,521.78 X-1754456.84 N 28'l6 /6 W
<br /> G2 5'36'06" 7/9.00 70.30 70.27 35.17 N 09'20'14"E MONUMENTS FOUND: 536,170.29 1,753,222.56 F0 Y- $37356.58 23 9 N 86'00'00 E 259.09, eo.;' /
<br /> G3 6'00'00" 7/9.00 75.30 75.26 37.68 N 1508'/7"E " 536 087.47 1,753,150.Z4 /
<br /> IRON PINS 3 4 IN DIAMETFJt WITH BRASS TAG ATTAGhED AND STAMPEDI N , " I`, (R) `y 6&o /
<br /> G4 5'50 00 7/9.00 73.20 73.17 36.63 N ZI'03 l 7 E " 536,465.71 /,753,643.84 33 6 88 O/ O8 /
<br /> " " R.C.E. 8189 ,SI-XJhN THUS: STANDARD �j►.N. 99092144 �,
<br /> G5 5750`00 7/9.00 73.20 73.17 36.63 N 26'53 7 F ,CITY M0VUMENT BOX WITH ABOVE MENTIONED PIN ENCLOSED, SHONN THUS: RECORD-CENTERLINE MONUMENT COORDINATES PER M!P31-14 /�y 9� 1414 /
<br /> G6 5'50'00" 7/9.00 73.Z0 73.17 36.63 N 3e43'17 E
<br /> G7 5'50 00 7/9.00 73.20 73.17 36.63 N 3833 !7 UNLESS OThf^ISE NOTED. NO. NORTHIN X EASTING Y � 06� 19544 SF � S /7'46'59" W
<br /> G8 5'50'00" 7/9.00 73.20 73.l7 36.63 N 44'23`l7"E 536,686.21 /,754,0 76.25 N 63 7,
<br /> AV `� / 7�.90'
<br /> G9 5'50'00" 7/9.00 73.20 73./7 36.63 N 50'/3'17"E MONUMENTS 5E7'. 536,403.64 /,753,52/.67 1 ti 99" h, (R2`'99p �� O
<br /> " r 536 /70.4/ f 753,00Z.46 335 � J
<br /> C/o 5'50 00 719.00 73.20 73./7 36.63 N 56'03 17 E g 3/4 IN DIAMETER. 30 LONG WITH CAP ATTACHED AND 536087.59 1,753,150.13 / '
<br /> Gll 401'43" 7/9.00 50.56 50.54 25.29 N 60'59'08"E STAMPED "L.S. 9339" , SfawN THUS: 1N 1415 ti� S 20'0718 W
<br /> 536,465.83 1,753,643.73 / fie' /7204 SF / r) OR.337Z_P 46.96'
<br /> GI-GI l 6/'0/'08" 7/9.00 765.72 730.04 423.68 N 32'29'26"E l�Z" REBAR WILL BE SET AT REAR CORNERS, SHOWN THUS: T \ N 7T 93~h' f 0 O.R.3372•�/8
<br /> G1Z /6'/0'5.6 50.00 14.17. 14.07 7.l1 N /8'543/ W I /'h S/93, 2p •
<br /> " B R 0 0 K S 1 D E E S T A T E S /
<br /> C13 3756 48 50.00 33.l 2 32.51 /7./9 N 08'09'22"E SET A Z.00' WITNESS CORNER ON LOT LINE PROJECT ON FOR LOT /V h' 2,o \0 "
<br /> Gil-G13 54'0746"" 50.00 47.24 45.50 25.55 N 00'0353"E CORNERS FACING A ROADWAY (CHISELED " +" IN CONCRETE) EXCEPT U N �•• 0 3 334 /y 1416 �� ' S 259.89' w
<br /> �3. 15699 SF j
<br /> C1'l 18'08 ZO 200.00 63.32 63.05 31.92 N 36 !l 56 E AT LOTS /429 TH?U 1434 OFFSET IS 0.25 ,,,? ,
<br /> G/5 /2'4354" 000.00 44.44 44.35 ZZ 3/ N 51'38'03"E 309 'I' 7/. 2Sv / ti
<br /> M. b P. 30 - 69 'L 0'
<br /> G/4-C15 30'52'/4" 000.00 /07.76 /06.46 55.21 N 42'33`53"E /a S�9,3" sy�'�/ a� \�
<br /> Gl6 10'40 56 200.00 44.27 44.18 22.22 N 64'10 7.8E TNl5 MAP 15 �✓-ugTECT 7th A 5USCM-4/0N AGREEMENT POR R=700' 333 /I d. 98192016 � i�4:! � JP O•
<br /> Gl7 22'5337" 200.00 79.92 79.38 40.50 N 80'07'45"E BROOK51DE e6WE5 UNIT N0. Co o-6T00'00" 1417�� •,
<br /> G/8 9'50'/9" 200.00 34.34 34.30 /7.21 S 8l'30'l8"E RECORDED A.5 I.N. 11LQ1Sg6 ON g.J'C.R. Lffi8/8.56 " / ss, /4319 SF / (p
<br /> " " CHAS Z9'30 00 W
<br /> Gl6-Gl8 45'24 57. 200.00 158.53 154.4/ 83.69 N 80 42 7.6E AND 15 AL50 5U9TECT TO A 5U901V1srON AGREEMEJvT FOR 77Z.-7/' \ / /�h 14 171,910 e
<br /> G19 39'26'47" 50.00 34.42 33.75 17.93 S 56'5!'45"E BROOKSIDE E5TATE5 UNIT- NO. /9 \ 332 �yN' 8908 \ a�
<br /> G20 /'48'40" 98/.00 31.01 31.01 I5.5/ S 50'29'42"W RECORDED A5 I.N. QAtol"0o ON S.1C.R. N4i 8`
<br /> GZ/ 4'33'04" 98/.00 77.92 77.90 38.98 S 4718'50"w sp• 13279 SF.� �� N
<br /> COO 354`32" 98/.00 66.93 66.91 33.48 S 43'05'0216
<br /> /� may, �v1�/
<br /> GZO-G22 10'!6'/6" 961.00 I75.B6 175.62 88.16 N 46'15'54"E / Q� G asp `�' ,l/yV /a " ,
<br /> / y /0 P.u.E. -s2`y✓� / \°% S 25'59 44 W 50.47
<br /> B R 0 0 `f 5 D E E S 101*
<br /> T A T E \ \ / z / //G'� ���y 1253 S 29'l 7 ZO W 36.09
<br /> ` 600 0 // / A� 1420'' s 34•ss'18" w 33.0/'
<br /> J N J r 1v 6 c�' �� / /s , �..1/Z!ff
<br /> Ci�� \ c�o / Z� G �'� '' 0 / Z ' S 40'9755" W 51.73' SSE 1"-.
<br /> \ %4 "- ' / / 1421 � / �
<br /> E 691 �c a
<br /> M. b P. 31 - l4 Q�� \ \ �• z� /g �Na;."-f 5F -A\- S 4395'06 w 4/.32'
<br /> 693 \ 692 / w s w �
<br /> Z w N Q i p s 100,
<br /> 1422�0� /
<br /> m w i GI 6� '0Z
<br /> ��n 694 0 0 �0 GgB� "= 1423 i g9 g� FOUND 3/4" IRON PIN 1N
<br /> \A0
<br /> -- 0 323' 7.q' o l0565� `� 0 A 5 MONUME BOX CITY MON.
<br /> ---_- L o ��4�`�60+ E z--,t5 DO 2 w =/ :/001 A Z0� I 00�` O NO. 7N-15 PER MdP 23-17
<br /> •Z ` m 300 0 p N - "' 1424 AND R.S. 29-61
<br /> 667 �- N 6 Z X5.0 -� "� 11666 SIS , 2 1'
<br /> n Z N o :-' o / /g3 9 2 R� 16 ysi• re .••
<br /> 672 66 A W N 115.00 0 1425 6, o� ��lb y A�0 �l 3 320 ,+s�fs 01
<br /> !o' P.u.E $ ` 1243z1SF
<br /> \ w rti o0 1426 ��o /,1y� 1 g ,� �6fy
<br /> J / cA ® 6 V- 0 13445 SF / /,�. .
<br /> 671 670 \ 0p E o 1427 5� 1 Y= 540305.82 � rCp J ?J
<br /> 000 7O p 14102 SF �� s A A0/ X=/ 75765 �J O�
<br /> w I 63. o �,X v, 2/
<br /> 1428 a�,1,� Y' 7
<br /> / R=1000' 14609 5FSECTfON
<br /> 7/0 /G�q o , A1-111 . S 50'/49'36 W 46.B '6 SEG'j IO/y 3/ N"--R 6
<br /> CH-N 52'0353 E ' / `D N. s� �o Z t 3.16 / 15 z I f393.5F o % 1162 S 5405,90 W 9 .62� 6 T/ N• R 6 E. f QUO / wpb?
<br /> 379.40' Y m w o M E 31�0A w 1429 a�_ ,i5'' MD.B.d M
<br /> a , 0 , / , oXIM,q /
<br /> 00 0 7.g 9839 SF o/ �� , i S 56 /8 20 W 49.32 TO
<br /> 5>� 't5• N 1430 110.5g2 212.2 SyIP
<br /> •�• cv � ,� ►J �.., w -•; - ,/ o kD � 115' 3 � GQ' Q..
<br /> ^C's 7O 7O 5 7.9 _w. t 99713E '..� p.�'l.\k A' y!'fG 32► 40" W ��33/lpl
<br /> w 20 z w o 191\,%� p 20 9 ► X15 5�A lA6 �l(s� FOUND BRASS CAP
<br /> \ w o ti g2 y BO11110ARY LIN'E-BET K.D. NaKII 2074. PROPERTY AND ( /q
<br /> LEVEE CITY MON,:,
<br /> / G II 6 ' N �, -'�� 3•� 1+�1/ 0 7N-l6 PER R.S. � I
<br /> 5 o L GRIPE DEVELOPMENT ASSOCIATES 3•
<br /> / GZ Z N `C/7� z 30 9 �,o a43? o y 4 5 5Fy6, ,� PER I.N. 93!32076 3%q0/6f�
<br /> N 41'07'46" E /�. , N -� _ �, / 21• S 58'09'05" W 50.54' q�
<br /> 93.84' /z Jo P.U.E. o .� 1433 o y�'t i �, y /
<br /> 00 `_` 010979 SF o S 5TZZ`27" W 48.50' /
<br /> 1434'- 0 --� �.
<br /> \
<br /> .0% p2 00 0 /x743 0 12265 SF o ��0 W 42.62'
<br /> q`09 Vo % �3 0 1436 �' ti 9 •� 21�Z \ 0000000 SEE SHEET N0. 3
<br /> 1437 16!89 5'F N 2� .i o.i 5� 12•� S 52'37'/6" W 109.40' FOR LOT 1439 SUBDIVISIONS OF SAN 2637 N COUNTY
<br /> Z w o46/4 5Fr w Z NOIRTNhI85 OPLY LINE OF GO' WTUE--R.0. NO. 2074 FLOOD CONTROL AND
<br /> Nl-
<br /> N9l'O7`46"E w o off '' S 5432'09" w 35.?3' anA,tvrt;NANcr: 6asEMENr BROOKSIDE ESTATES , UNIT NO . 230 1438 ` 0 4Zi , .�-5 OZq 13' S 5952' S" W 4/.76PEW I.N. 990821444t
<br /> � © 129// sFti `�''� 0 1�0 �,-- �M 19 1 N 93132D7G BASIS of BEAR1MGs:
<br /> 95 61.3146 ©� A L INE BETNEEN CITY OF STOCKTON S4fVEY MOWWNTS AA �v-15 R.6 E., AND SECTION 6. T.1 N..BEING PORTIONS OF OR 6 E.,TM.Balt M.,
<br /> i X49.80 5 OF SURVEY FILLED IN BAAV NO. 7VI MICHOOKZ9 OF SURVEYS PAGE 6 OAW ON RECORD CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA Q
<br /> JOAOUIN C04WTY RECORDS. DISTANCES ARE GROUND LEVEL DISTANCES `
<br /> N ig3.32 S SIEGFRI6D ENGINEERING, Inc.59'35'06" W 50.96' AND CAN BE DIVIDED BY 1.0000628 TO OBTAIN CR1D DISTANCES. ALL
<br /> PARCEL 9576-G SACRAMENTO SAN JOAOUIN
<br /> COORDINATES SW)W ARE BASED ON GRID. aq5/6 OF SE /NG6 1-4
<br /> 0-1D
<br /> 4i 5,T5921" W 3, b PHASED ON C.C.6. 27, ZONE ?I7..
<br /> DRAINAGE DISTRICT EASEMENT O.R. 3372-Z/8 STOCKTON, CAUFORNIA OCTOBER, 1993
<br /> oc 53'90'26" W 32.27' do
<br /> SHEET N0. 2 OF 3 SHEETS
<br /> FOR CONTINUATION SEE SHEET NO. 3 5.Iv-4
<br /> 1S9]95
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