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NOTES TRACT NO. 2712
<br /> 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. suamisac OF SAN jaAQUIN,COUNTY
<br /> 2 A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED WESTONfMNCH
<br /> ALONG ALL STREETS AS SHOWN ON THIS MAP
<br /> J. SET A 5.5' WITNESS CORNER, ON LOT UNE PROJECTION
<br /> / FOR LOT CORNERS FACING A ROADWAY. (CHISELED UNff
<br /> NOw
<br /> IN CONCRETE' SIDEWALK.)
<br /> (LONG) / 22
<br /> 4. EACH LOT SHALL BE DESIGNED, GRADED AND AGIINTAINED TO
<br /> -15-4024014 ; / r / PROVIDE PROPER DRAINAGE WITHOUT G40S/NG SOIL EROSION A SUS OF LOT 60, AS SMOWN ON THE AIAP OF
<br /> �9Jj, / 15 OR DRNNING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO BDNG
<br /> DRAIN FROM REAR TO FRONT UNLESS OTHERNTSE SHOWN. �, UNIT ND. 21, am IN BOOK 32 OF AAPS AND PLAM AT
<br /> 5. THIS AIAP REFERS TO APPROVED TENTATTVE AUIP TM 12-93. SCALE. ' " 40� PAGE �3, SAN JQAQUIN COUNTY RECORDS AND A PORTION OF THE LONG
<br /> 6. ALL DISTANCES SHOWN ARE GROUND LEVEL DISTANCES AND N « snM70 RaWNDER" AND A POR' M OF THE ANDES "DESJGM70
<br /> MUST BE MULTIPLIED BY 0.9999323 TO OBTAIN GRID DISTANCES
<br /> Z ALL DISTANCES BETWEEN FOUND MONUMENTS ARE MEASURED RaWNDER�; AS SHOWN ON THE UAP OF WESTON RANCH, UNIT NO. 20,
<br /> / 17 AND ARE IDENTICAL TO (R 1). f m IN f>� w 32 OF mes AND PLATS AT PAGE 18, SAN JOWIN
<br /> off°' Z
<br /> COUNTY RECDRDS AND LYING IN SECTION 27, T• f N., R. 6 E.,
<br /> � \ w
<br /> A/.N ?%
<br /> 6Sjr
<br /> D. a & Al. AND SECTION `b" OF THE CA WEER QW,
<br /> CITY OF STOCK70N.
<br /> (, SAN J04OUIN COUNTY, CAIJFVRNN
<br /> i h� 68 6 7 �, , / / TJ/ J THOMPSON-HYSELL ENGINEERS
<br /> 'SS6, /
<br /> sJ
<br /> 10' P.U.E.
<br /> 1016 12th STREET AOOESM, CAUFORN14tiO9J AUGUST, 199566 YJ� leo
<br /> `� • 90 L=4 6,4o' 0
<br /> i i 0
<br /> ......... 65 /
<br /> Ls 137.99' .. � ` 6 0
<br /> X=1,769,773.85 °� Cl '
<br /> 69 ,1�0 Y= 510881.30 'x.56.- � R=90.00' �y� ��
<br /> osi% �::... L=14.39' 64 ��^� S - .�
<br /> ,� ; �l/,qJ- 00-
<br /> 6.00'* / LEGEND
<br /> `� /
<br /> 41 6g° " o� O�D `��' 63 / /� -0 FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED
<br /> 0�� N 46 ?8'°r . ! ;� ;� p p 6 00. f L.S. 4876 (R1) UNLESS NOTED OTHERWISE
<br /> �°' '9¢SB. I N w od �O SS o� p -OO- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED L.S.4876(R1)
<br /> r cp�O .00' ti" �O 62 IN MONUMENT WELL UNLESS NOTED OTHERWISE
<br /> 70 I O h ° - DISCGfry OF IN MONUMENT wELL,KTON ONTROL SPEDONUMENT, 2 As NOTED 1/2" BRASS
<br /> R=90.00 ^ h o 6 0�
<br /> N 6S0 s�Gb\ tia X00 00 -o- SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876
<br /> N 67°41'59" E 00 X00 W.C. WITNESS CORNER
<br /> ��/,(�
<br /> N 1?° (�r8 r '`� `� 29.23' \ 6? •�j,9 " `/,/ ?jS SS X00 [, P.U.E. PUBLIC U17LITY EASEMENT
<br /> O' �' l Or 6r �.�- +' .� , 00, 10-' P.U.E. 7 `�./ -" ,.
<br /> o � � •� �� t O � � ` T SET 1/2 X 30 IRON PIPE TAGGED L.S. 4$76 AT ALL
<br /> 30' bh / tv "O .l-� �` ��►+ I REAR LOT CORNERS UNLESS OTHERWISE NOTED
<br /> • 2 2�9, 9 / q ! O �� T N 21045'49" E
<br /> / 9 , 0 . 10' P.U.E.•...: S� �.. !..... S� Op
<br /> �RJ / O C, , ; p/ Vh \S, 26.63 '� O�js 08 6r00� o"�' N 65°20'27" W J X=1,790,369.3 CALIF. COORDINA1EE-27, ZONE 3
<br /> �/ ,,� v ti of 9B a , Y= 516 353.43 (CENTERLINE & CONTROL MONUMENTS)
<br /> e 10' P.U.E. ............ ^ q o J �„� / 00 �' ,},� 'L :..,.. 9.94
<br /> `� l O °� �. Q� 1 o (M) MEASURED ON T7lls SURVEY
<br /> "� `O o' "�'i .7 N 30006'0,3" W • Y� 699 �.....•
<br /> �/ N /�......10 P.U.E. , S!p 9r ?9 ` (R 1) RECORD PER WESTON RANCH, UNIT NO. 20,
<br /> / N )¢°`5?'? /. /h `� tel► \' / oo O`p 15.88 ..... ?S, / >SP?S� ?j, /� M. & P. 32-18, S.J.GR. 1
<br /> 1 / i................
<br /> '`?•
<br /> 9,9(5'0, w(R� / ` ` . 6665. .°� �°' 93 / ?S' N 6S? , �. �r -1'\ N 65°20'27" W (R2) M. P. 3 .43, S.RECORD PER J. RANCH UNIT N0. 2 ,
<br /> p OO iy�°° �' .� B Oc'j,, �..,..' y` ... 9.94
<br /> >j0 S.J.G.R. SAN JOAOUIN COUNTY RECORDS
<br /> Al >� r .�,��3, op /� / i��� '90,5, /Y ` S�O>>e�6p O.R. OFFICIAL RECORDS
<br /> 72 / N O �¢ , qp p8, 10 P.U.E. , / .� / •' i R.S. RECORD OF SURVEY
<br /> h S l v o�, l N 7403J"48"" E �rj 0 �� LN. INSTRUMENT NUMBER
<br /> o , � S , . N 65 20 27 W
<br /> Ig �/? / ^ / 16.95 � �..-6 `....- 9.94 (R) RADIAL BEARING
<br /> l 9 0 / ti J.
<br /> l N 64048'08" W °r9' / N o ry/ R=1304.00' - - Ex EXISTING
<br /> I 28.45' 6�6 ��" L=11.56' - - CITY LIMITS LINE
<br /> ' 30' Q 9 �'-...:. h r`� o, v I 106 l 0' P.U.E.
<br /> 94 I V
<br /> h
<br /> o ?
<br /> $ a
<br /> S IrI EET bb OF 703 03� ° 6 .A5, � � UNIT J�1 J, 20n I
<br /> DATA LOT AREA DATA 0 I N 6¢°°2o' . 73M�sJ.cR-18 LOT CURVE DATA
<br /> STREET CURVE ?°"'
<br /> CHORQ TANGENT CH. BEARING LOT S4. r,� I B�2�%v KIP 1?.61 LOT LOT DELTA IUS LENGTH CHORD TANGENT CH. BEARING
<br /> STREET DELTA RADIUS LENGTH 61 6100 J 8r
<br /> EDGET RESTOOK AVENUE 62 5500 65 09009'J6-f" 90.00 14.39 14.37 7.21 N 60045J,9 )' W
<br /> WEST R W 15 36 19 1270.00 345.90 344.84 174.03 N 10 36 30 E 63 6100 O
<br /> 05 66 09"06"05j' 70.00 11.12 11.11 5.57 N 60&'4.3153 W
<br /> CENTERLINE 21 10 46 1240.00 458.36 455.76 231.83 N l2 37 18 E 64 5500 (� 67 3 39 05 70.00 46.00 45.18 23.87 N 840061287 W
<br /> EAST R 18 38 03 1210.00 393.53 391.79 198.51 N 11 25 23 E 65 5562 __P5.: 68 3 39 05 70.00 46.00 45.18 23.87 N 58014'26" f
<br /> WEST R 0 32 15 90.00 11.84 11.83 5.93 N 14 38 32 E 66 5679 • 25 _ 69 28 32 29 70.00 34.87 34.51 17.80 N 25008 39 E
<br /> KNUCKLE 112 56 44 70.00 137.99 116.71 105.65 1 -T-6- 20 47 E 67 8258 •
<br /> 68 10943 70 0 32 15 90.00 11.84 11.83 5.93 N 140J8"32" E
<br /> WATERFORD AVENUE69 6351 Q 70 00049'0 1 1270.00 18.11 18.11 9.05 N l 6 00 09 E
<br /> NORTH R 09 09'36 90.00 14.39 14.37 7.21 N 60"-45 39 W 70 6151 08 71 02"27"59"' 1270.00 54.67 54.67 --i7-.-.34-7- N 16 21 39 E
<br /> SOUTH R 00 30 28 1304.00 11.56 11.56 5.78 N 65 35 41 W 71 5677 X=1,769,934.25 91 04 06 59 1210.00 86.93 86.91 -43.487N 18 40 55 E
<br /> SONGWOOD COURT 91 6853 Y= 510 465.02 (� 93 06 00 17 825.00 86.4fi 86.42 43.27 N 17'u58.30" E
<br /> WEST R 20 18 20 825.00 292.37 290.85 14y.74 N 10 49 28 E g2 6150 !�� 7 106 0 24 46 775.00 100.27 100.20 50.20 N 16 54 11 E
<br /> CENTE'RUNE 21005'31 800.00 294.50 292.84 148.94 N 11 1304flE
<br /> 93 6368 Mr ET 7 OF I O 107 DO 30 28 1304.00 11.56 11.56 5.78 N 65 35 41 W
<br /> EAST R 19 56 16 775.00 269.69 268.33 136.22 N 10"36"26; 106 7108
<br /> 107 6312
<br /> SHEET 5 OF 7
<br /> J.•\GAD\143229M1.DWG 11/17/95
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