|
"DESIGNATED REMAINDER" TRA C r N0. 2552
<br /> 53 CENTERLINE
<br /> 4..32 ACRES COORDINATEStGRID) BRIDGEPORT e / 11
<br /> TRAILS,N 89 3453 W 978.14'
<br /> Q = 4.14
<br /> 125.06' 69.98' 52.00' 50.00' 50.00' 80 f 25 25 B0.00, l Y= 520647. 6
<br /> 59 I 3 3 W 42.3.04' -• {' I UNIT VOolu ly • /D'PU.E........ W W ..�••%O'P.t/6. I 2
<br /> ^o
<br /> lip � ' U Y= 520648 5719 N 18 h `� '/ h $ �`�$ ---- s , A PORTION OF LOTS 21 AND
<br /> a °� obi g 1 7oN $ 1� oN $ / oN $ �T E;
<br /> oN W e q^pI h ,2 I
<br /> C 8 .�SJj 4 25 OF THE MOSS GARDE7V
<br /> N !moi z 2 Al 2 w O $ $ w $ 1 v °� V ( Y= 520654.82 TRACT,
<br /> '7 FLED FOR RECORD IN VOLUME 3 OF U4PS &
<br /> Ea 10' P.U.E.Z i = I z N i I 8 I 4 r's 65s 1 PLATS, PAGE 13, SAN A QUIN COUNTY RECORDS, AND
<br /> �9z .�s�� _ _ _ _ _ _ _ _ �N 'W"
<br /> _ ° LOC,A 0 IN SECTIONS 16 AND 21, T. 1 N., R. 6 E.20 16; / 3 .00' 1 // / 47.00' $ � 5 1 A D. B. & A
<br /> N-Bo°�'?6" /gN 8 ��_50. R=90.00N 89 34 5J W (70.55 I W 268.67 a A5 Y= 520905.
<br /> �7 N 81"391 W R '�� o L=14.54' N _ 307.04' _:; N 405.10' Y= 521151.87
<br /> NEl/ADA N 8s J4 57 w = h CITY OF STOCKTON,
<br /> 107 ' I Y= s21157 h 7114 LOT CURVE DATA.
<br /> - - -w b 18.96. H N Bs°34'53" w Y= 521154.83 618.14' RE _ SAN JOAQUIN COUNTY, MFORNIA
<br /> ,u 00 s0. _ _So. _
<br /> S O� �O I - 1 /11 , - - 50 - - 30.- LOT DELTA RADIUS TH CHORD TANGENT CH. BEARING
<br /> b N 81009-"J2"' E R) $ W 41 10 P.U.E...� W LQ LQ w I 17 09015'J5"" 90.001 14.54 1453 729, N 84057'06'7W, THOMPSON-HYSELL ENGINEERS
<br /> Ku� 1B f J6 26 60.00 19.48 19.40' 9. N 9 7 J1 W
<br /> cy N 89 34 53 W �' ? I I ,'� c o ^ ^ ^ ^ ^ I 19 3 12'47 60.00' 37.92' 37.29 19.62' N 6205;1'52" E
<br /> 55 so 37. 3668 19. 6 03 31 E 1016 12th STREET A/ODESTD CALIFORNIA
<br /> - _ - 112.26' 16.20'...._ t 25' o►`� h h �h h h `O �O � I ' 1 / / ' 1
<br /> SIN Ng Ng 37 Ng 38 39 °� � 40 hw 41 0 8 �� ° 1
<br /> I N 8 i•09'3 z E R `� ° w "' w N $ ?1 18 06 O1 60.00 18.96 1 B.BB 9.56 N DD 12 3J
<br /> I 22 t ^I 35 3V $ $ $ " I 22 09015'J5" 90 00 14.54' 1453' 7.29 N04"12'4011,pW AWH., 1993
<br /> 53 h $ ^ 2 2 2 2 2 2 2 ( 29 04 45 16' 225.00 18.67' 18.67 9.34 N 88 02'25 E �+
<br /> ' .r 2 I 55 J9 ?1'30 50.00' 34.35 .73 7.B ' N 9 54' W N07F
<br /> N 89°J4'5J" W (N I I 55 1 38'02 47.50-7---- f0. 6' f0.34� .20' N 56°32`25 W 1. A 10' PUBLIC UTILITY EA.SEXlEM 145
<br /> i N 56.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 6 49006'18" 47. 40.31 9. 1.49 N B 535 W BM DED/C4TED
<br /> 116.05 � '•, 100.00' 67.2 Z 8586' k 52.86 - -1 / . 1 / ALONG ALL STREETS AS SHOWN ON THIS AMP.
<br /> ?� I 25' •�► '} _ N B9oJ4'SJ" W ti`,,� J58.00' W 57 45°1534 47.00 37.13 36.17 19.59 N 45°22'30 E
<br /> 54 Z'S 23' I I o w t I 58 O1 1 47. 35 4.4 18. ' N 01 l3'47 E Z SET A 55' WITNESS CORNET?, ON LOT UNE PROJECTION
<br /> W 59 43 01 51 47.00' J530' 34.47' 18. N 41 48 04 W
<br /> $ ( I$ I �I 34 � � `�,"�± ^o �: 5� I t, _ ' � FOR LOT CORNETPS FACING A ROADWAY. (CH/SQ,ED
<br /> �'�/ I ' / IN CONCRETE SIDEWALK
<br /> I - 56 � o�� $ 60 52 59 20 47. 43 4 41.93 23.43 N 89 48 4o W )•
<br /> � _ __ I N 89.34'53" W N 8990,7153"/ W N 61 12 JB OJ 47.00 10.36 10.34 5.20 N 570221 39 E 3. EACH LOT SHAM BE DESIGNED, GRADED AND AlAINrNNED To PROVIDE
<br /> I 116.06' I 10000' Z5 ° P $ 54 °N g J I 6 f J9 ?1'30 50 00' 34.35' JJ. 17.88 N 70 44'22 E PROPER DRAINAGE Wll'HOUT PONDING, C4US/NG SOIL EROSION OR
<br /> I Bz o4 45 16 ?75.00 22 82 Bl l 1.42 N 8B 02 5 E
<br /> 5 I I $ $ ~- DRAINING ONTO Ao,IACENT PROPERTY ALL LOTS ARE Tt7 OR4lN
<br /> o _ �
<br /> 2 d "� (,V 59 JO 225. 1567' 15.67' 7.84' N 8 39'32 E FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> 'o 24 I v '�'BT° 40.3 1' .- ,� 2 I
<br /> J1 >,, /,3� �3� $ f248' Z I 85 45 50 ?25. 3 3 00 1.50 N 89057148" W 4. DIRECT PEDESTRIAN AND VEHICULAR TRAFFIC IS PROHIBITED
<br /> • / // _
<br /> $0- -� N 89 J4 53 W a� N 89°34'57" W ap, �1 ti%N 39°46'V'"5 R 2 50 D0' SH PORTIONS OF EIGHTH STREET 0 FRESNO AVENUE AND
<br /> ►. 118.07' °� SHOWN THUSLY... ,
<br /> y I 10' P.U.E:•_- ►••55 4r I 100.00' �v 10'pP.U.E-- v %W. N °'3f' " W LOT AREA DA TA: 5. THIS ACIP REFERS TO APPROVED TENTATIVE MAP TY 7.90 i 38 _00
<br /> S I 25 c $r. .10' P.U� b 5U yti o ° L=34 35' N 89°34'53" W N 455.14" -• .. OT AREA T •
<br /> $ $ $ I.., o FORT R=SO.00' LD AREA LOT AREA OT AREA LEGEND
<br /> N e9°, '+, '/ W I N ( e / // W r 1=34.35' HAa PLACE JJ 5916 27 5805 4 5000 79 5000
<br /> - - ^ ° N B9 34 57 W �� E R •r '� __ N 89°34'53" W 355 62' -- n!$ 14 5916 28 5805 54 5000 80 5000 -0 FD. .7/4" IRON PIPE TAGGED L.S. 5340, UNLESS
<br /> 118. .o $ 1000 0i0, ��52 N 38°56'23"W R
<br /> -� '� 15 5000 29 6698 55 5048 81 5516 OTHERWISE NOTED
<br /> tu ?. ~16 P.U.E I� ; 2 �I �N �° �}.1 \va, �'�- I $ 16 5000 JO 5000 56 5011 82 6334 - 3 FD. 3/4" IRON PIN TAGGED RCE 8189 (R3)
<br /> �5 �+ $ 31 g� \ 4, „� 17 5162 1 5000 7 90 8J 171 ,l
<br /> 2V I� 2 �I Z5 Q 4J4T ! I p N 1B 5755 32 5000 58 6041 B4 5017 - FOUND 3/4 IRON PIPE TAGGED L.S. 5340 IN A/ONUUENT
<br /> tQ- - _ - N 89°34'53'1 W 4+ I • �� Z • N �' E NOTED
<br /> f9 B3 f 1 JJ 5000 59 8523 85 5001 -O- 3�JR4,x 3 ON UNLESS STAGGED R.C.E 29547
<br /> / " 11
<br /> N B9 .#57 W g ` 3 o ( 20 10421 5000 60 5032 86 5001 /N AroNUMEM WELL
<br /> 116.091 i� 100.00' `� ^o h21 6454 35 53M 61 --0-- SET 3 4x30 IRON P/PE
<br /> z $ I h m ( ��o`V 60 N N 61 8 62 8 s 3 I �' 22 6569 J6 5000 62 5 • 88 5001 / " " TAGGED R.CE: 29547
<br /> o� 27 I °� I 87 5001
<br /> 30 °� Z ( I 23 5803 7 r I 75 5000 89 5001
<br /> �N I 24 5803 38 5000 76 5000 90 5001 IND/C41ESM 00�ED: SET 1/2" x 24" IRON PIPE
<br /> N 89°34'53" W I$ 8 O $� 100.00' $ ./ 70,J2' 11 W 2 5 5804 39 5000 77 5000 91 5001 3' W.C. :/ TAGGED L.S. 29547 AT OFFSET DISTANCE NOTED.
<br /> 82.82' 2 52.86' SO Od _ _ 26 5804 40 5000 78 5000 T SET 1/2" X 24" IRON PIPE TAGGED
<br /> 1 f6.10' I 56.00 50, 50.Od 50. SO.Ob' 50.0 Sp•pp' ` I L.S. 29547 AT ALL REAR LOT CORNERS
<br /> STREET CURVE' DATA'
<br /> DICT ED '`�
<br /> 28 i� 13 W W w W W W W
<br /> V 4 ( =1766716. CALIF. COORDINATES -27, ZONE J
<br /> N 89°34'53" W I $I D 1 h �h h h o $ I `� TA RADIUS GTN CHORD TANG CH. BEARING Y= 520768.47 (CENTERLINE MONUMENTS)
<br /> 118.11' k `til, U R 8 80 � 9 79 n 8 78 N 8 77 N 8 76 ,� 8 75 ; g 7'� I � W NEV" STREET NORM Rl* ° 1 , 1 , , ° , W WC WITNESS CORNER
<br /> I 2g IN I ad z a Z $ $ (� C1/4YCOM8 WAY / S.J.C.R. S4N JOAQUI COUNTY RECORDS
<br /> �� II /� r I I��- JO' P.U.E.. 2 Z 2 I U 1 1 0 0. Fa( EX/S�)NC
<br /> M a N 43°02'27 E ,25' ,�'' j _ _ _ _ _ _ _ _
<br /> _17.617 JJ �, �, - - I 1 ' 90.00' 14. 4' 4. ' .29' N 04°12'40 ' W
<br /> - - - - ^37.97' 1 �` 47.78' � �' �.�' 30.00' 50.00' S0 0� Sr LAKES WAY
<br /> •.N 89°34'57" W 85°39'47' E 3 4 I %�LU _ ;� N 89°34'53" W 626.341 ,-_ 204045,,1601-
<br /> , ' , e Al do P. AMPS do PLATS
<br /> ^ R 4 45'16 5 18.67' 18.67' 9.34' N o0 5" E P.M. PARCEL MAP
<br /> c� a /1 h 1 0.7 20,74' f E Q2 CURVE' REFERENCE NUMBER
<br /> 1 82.72' "" ° o - N 89 34 53 W - 674.14' - LITH R °45'16' 275.00' .82' 22.81' 11.4 ' N 86°02' 5" E
<br /> N 89°34'57/' W �- � �' "o e 1 / 1 O.R. OFFICIAL RECORD
<br /> 37. ° O Iy 85°39'47"E 1�•� O Y= 520656.84 `� S/. LAKES' 4 4 1 .6 4'
<br /> �� / 4 N o / /i WAY N N "45' 1 ' 7 ' 4' 10. 7 � SFT1 SEARCHED FOUND NOTHING
<br /> J N B9°.34'57" W •L=--�N 85°39'47 E 100.05 N 89 34 53 W 573.Q5' --. Y= 5 1.9 FORT H INST N0. INSIRUMEM NUMBER
<br /> J7.98 555.19' _ 35.4T 47.00 -,50.00' SO_ _ - 50. _ 50 _ 50.- - - 150.0-- R 3 ° / 1 00/ 1 / 7 N o 1 /1 W
<br /> Q ---. 3 W W w W w fo' P.U.E w I - - 4 , 1 ' ----- REFERENCES
<br /> �++ 3 to W SOUTH A 59021"30" .00' 1 34.35' 1 3 168' 17. ' N 70""' E (M) M64SURED DISTANCE; ALL DISTANCES ARE MEASURED UNLESS
<br /> •
<br /> o o o c o o o ^ I OTHERWISE NOTED.
<br /> ah o l ^
<br /> I�N $ (RI) RECORD PERMO
<br /> SS GRDEN RCT, UVS dPLATS. WL J,' 84 $ 86 $ 898 �� h N N8 Nh 90 g 91 922 00 PAGE 13, SJ.GR
<br /> F3 $ O 1 (R2) RECORD PER• BOOK 29 OF SURVE75, PAGE 8, SJ.CR.
<br /> 2 2 2 2 2 i 2 2 I �'w.c. �+J 11 (RJ) RECORD PER., BOOK 29 OF SURVEYS PAGE 177, SJ.C.R.
<br /> 3' W.0 J' W.C- 3' W.C-••• J' W.C•••. J' W.G•-• J' W.C-• J' W.G•••• 3' W.G•••• J' W.C., J' W.0 . I V� TAGGED LS Dk RBFIA� D#sc (R4) A41PST, PACE 96 SJ.GR
<br /> / I 5340( ) R4 RECORD PER- BOOK 17 OF PARCEL
<br /> / 70.16'' 55.00' 51.00' 50.00' 50.00' S0 00' S0 00' S0 00' S0 00' 50.00' �,j pTY OF S1t7CKTON �tIbVYUMEM (R5) RECORD PER: SUNSET ESTATES' UIWT 1. A4{PS do PLATS, VOL 30,
<br /> '"--F.D. 3/4" IRON P/N N 89035'00" W 958.29 5S-24 /N MONUMENT BOX AT PAGE 61, SJC.R.
<br /> 42.OG►'•--�,J TA(�GGED R.GE 8189(83) ••/ '� AVE R2ETCHIH Sr (R6) RECORD PER: GOLF COURSE TERRACE UNIT N0. 1, M4PS c4 FLATS
<br /> ROAD D � ( ) BOOK 30, PAGE 77, SJ.CR
<br /> - .�, _ N e9•J5'00" w _ _ SUM //SION SUV MARY
<br /> 101430' #NST. NO.��3
<br /> _ _-•. Y= 5 48376 BASIS OF BEARINGS
<br /> /03 LOTS /Z.9•¢r4l,�EEG BEIR/NGS, DISTANCES, AND COORDINATES ARE BA.Sm ON THE C41JMRNIA
<br /> Y= 0491.14 EIGHT�J SME ✓4rX` F7`5 3.g6�jC,PES G10ORDIIVAI1E S1'57D1l 27, 110NE X. A UNE 8E7WEE]V C11Y OF S11t�C/XTt7N
<br /> 'w GL`'8/G/f/A7�'D PE�/Alil/G�iP 4.�214C.PE5 +�NUUENTS N0. 5S-23 AND N0. 5S-24 WN/CH BEARS N 00 25 07 E
<br /> SAO" 2//Z wellrE5• AS SHOWN ON C17Y OF STOCKTON TRADERS£ CONTROL MONUMENT SURVEY,
<br /> F'KASE V, FILED FOR RECORD /N BOOK 29 OF SURVEYS` AT PAGE 8, SMI
<br /> 1.- -Ifo /•POA/ owax T, ewr JO QUIN COUNTY RECORDS ALL DISTANCES SHOWN ARE GROUND LEYFZ
<br /> "G.S. 4976 4 V e"p IE,vT fYE[L DISTANCES AND MUST BE MULTTPUED BY 0.999934 To DBTA/N GRID
<br /> M/P 30-9G .S'J.C..P.
<br /> 11940328 DISTANCES SHEET 3 OF 4
<br />
|