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100:54 0000 q n
<br /> BASIS OF BEARINGS:
<br /> CURVE DATA PM = PARCEL MAP (R) = RADIAL BEARING Now THE EAST LINE OF THE SOUTHWEST QUARTER OF SECTION 3, DAVMMACH PIAZZA. IN •
<br /> LOT RADIUS DELTA LENGTH TANGENT CHORD BEARING f = CENTERLINE M & P = MAPS AND PLATS 1. REFER TO TENTATIVE MAP APPLICATION NO. 98-S-002, T.3N. R.6E. M.D.B. & M /9EAR2 )V(JP-TP PER PM 7-/-7. CIVIL ENGINEERS
<br /> R/W = RIGHT OF WAY (BOB) = BASIS OF BEARINGS 2. A SOILS STUDY OF THIS SITE WAS PREPARED BY CONSTRUCTION SURVEYORS
<br /> 239 60.00' 20'58'23" 21.96' 11.11' 21.84' S89'35'32"E TESTING & ENGINEERING, INC.: FILE NO. 92-2037, JULY 20, 1992 LODI, CALIF.
<br /> 240 60.00' 42'58'00" 44.99' 23.61' 43.95' N58'26'11'E PUE =PUBLIC UTILITY EASEMENT
<br /> • = FD 3/4" IRON ROD, TAGGED "RCE 19638" PER ,eLp. 3. THE P.U.E. DEDICATION GIVES THE CITY, OWNERS OF PUBLIC li TRACT N0. 2898
<br /> 241 60.00' 44'58'56" 47.11' 2.1.84' 45.90' N14'27'49"E UNLESS OTHERWISE NOTED O UTILITIES & OWNERS OF CABLE TV FRANCHISES THE RIGHT TO ACCESS
<br /> 242 6000' 021'40" 2.47' 1.24' 2.47' N09'12'29"W G = FD3/4 " IRON ROD, TAGGED "RCE 19638" IN MON BOX CONSTRUCT, MAINTAIN, INSPECT, REPAIR, REPLACE, REMOVE AND UDNUI�N15 S'El SUBDIVISIONS oFSAN JnAQUIN COUNTY
<br /> 239-242 60.00' 111'16'59" 11653' 87.76' 99.06' S45'15'i0"W PER M&P 33-7I, UNLESS OTHERWISE NOTED OPERATE THEIR FACILITIES IN THE P.U.E.'S. NO BUILDINGS OR SETS "x30" IRON RODS CAPPED & STAMPED "RCE 19638" SHOWN
<br /> 250 60 00' 45'21'25 47 50' 25 07' 46 2B' Nt2 17'23"W = FD 3/4" IRON ROD, TAGGED RCE 19638 PER REF 2� STRUCTURES SHALL BE CONSTRUCTED NOR SHALL ANYTHING BE PLANTED THUS -o-, UNLESS OTHERWISE NOTED. STANDARD MONUMENT BOX D r� Tf�i�'r*�`Tr]f -*t�• �`
<br /> 251 60.00' 4?'S8'25 45 00' 23 62' 43 95' N 12'17' 3"W WITHIN THE EASEMENT WHICH WOULD INTERFERE WITH THE USE OR TO BE PLACED ABOVE MONUMENT SHOWN THUS: o . CHISELLED CROSSES LO j
<br /> 1'56'33" 22.98' 11 63' 22.84' N8854'43"W REQOPERATION OF PUBLIC UTILITIES IN TNF EASEMENT. "+" WILL BE SET IN CONCRETE SIDEWALK AT 4-FOOT OFFSET TO FRONT BEING A PORTION OF THE SOUTHWEST
<br /> 252 60.00' 2 : 4. THIS SUBDIVISION CONTAINS 13.861 QEO&SACk?rSAND e.4LOTS. LOT CORNERS ON EXTENSIONOFCaT[rNfS3/ TIM,IRON RODS CAPPED QUARTER OF SECTION 3, T. , R.6E.,
<br /> 250-252 6000' 11 1'16' 3" 115.48' 11 63' 98.46' S44'44'50"E
<br /> I PM 21-7 5. THIS SITE IS NOT SUBJECT TO A 100 YEAR FLOOD. & STAMPED 'RCE 19638" WILL BE SET AT ALL REAR LOT CORNERS. M.D.B. & M.,
<br /> 255 975.00' 01'54'37" 32.50' 16.25' 32.50' SOI-27'38"W 6. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK
<br /> 274 975.00' 03'05'23" 52 58' 26 30' 52 57' S03 57'38"W 2 M & P 32-I3 OR VOLUME PRECEDES PAGE. CITY OF LORI, SAN CALIJOAQFORNIA N COUNTY,
<br /> 255=274 7 05'00'00" 85.08' 2 7' CALIFORNIA
<br /> 7 , 27 50' SO ��W AUGUST, 1998 SHEET 2 OF 3 SHEETS SCALE: 1'=60'
<br /> 7 7' q 7"W
<br /> 256-257 1025 00' 05'00'00" 89 45' 44.75' 89.42' NO3'00'20"E :..
<br /> 261 725.00' 01'25'48" 56.06' 28 04' 56.04' S8716'46"E ; ' ` ` .' ..... . ... ... ..... ... ... .
<br /> 263 50.00' 22'10'46" 19 36' 9.80' 19.23' S73'58'29"E
<br /> 26.1 50.00' 45'50'12" 40 00' 21 14' 38.94' S39'58'00"E rI
<br /> 265 50.00' 46'23'25 40.48' 21.43' 39 39' S06'08'48"W SCALE 1"=60'
<br /> 266 50.00' 45'50'12" 40.00' 21.14' 38 94' S52'15'37"W -
<br /> 267 5000' 61'30'CT 53.67' 29.75' 51.13' N74'04'12"W
<br /> 268 50.00' 28'47'00" 25 12' 12 83' 24.85' N28 55'38.,w, /- -S00'30'20'W -2s2.so' - . SEE REF �2
<br /> 26800' 70' 0 77' 7 68' 28 7' S49' '00"268
<br /> 7 ?" 50 13 25 07' 7 - - - - - w
<br /> a? _
<br /> 277 " 19 7 LL
<br /> 7 7 � ::: Icc
<br /> _..
<br /> co
<br /> N00'30'20"E
<br /> _� 10749'09" 112.91' > l' I 50,00' J 100.00'
<br /> _ CENTERLINE DATA /"- N00'30'20"E -� N00'30'20"E 255.00' � -
<br /> L A
<br /> WESTBROOK DR 1000.00' 05'00'00" 87.27' 43 66' 87.24' S03'00'20W 100.88 25 5 100.00 00. 27. ° 57
<br /> 2 1 00' I �� 256
<br /> MAGNOLIA CT. 700.00 04 25 48 54.12 27.07 54 11 se71s 4s"E : : : .. ...I .... . 228 I� � 01 216 E
<br /> 227 o Jg co co co zN45'30'20„ cv�� 2
<br /> 70' P.U.E. 1500.00 03'27'08" 90 38' 45 20' 90.36' NO3'46'46"E I� M r ul" I� o Ir 18.94'- - L=27V50' c� 10_PUE
<br /> 75' P.U.E 1000.00' 05'09'09" 89.93' 44 99' 89 90' N0234'35"E I I I -
<br /> S00'30'20"W I �I I NOO'30'20"E NOU30'20"E 1 w 591 '
<br /> 102.00' co Noo'30'20 E R=1025.0 L-89.45
<br /> I 100.x0' 100.00' I. � WESTBROOK DRIVE
<br /> IE
<br /> 0 229 la 226 C> 217 Jo m -- - - 0 R=1000' L=87--27'._i
<br /> N I 5° of o o cn q N00E '30'20"E 100.00'
<br /> SOUTH _ 260.01 �� o r, ! �I ! N00'30'20"E i R=975' L=85.08'
<br /> - --- --- -
<br /> •� SILVER TIP WAY S00'30'20W J N00'30'20"E N00'30'20"E 27.50'
<br /> r - - - - - - - I I 100.00' 100.]'E
<br /> _61_61' =32:50' _
<br /> 102.00' - - -_ - -10' PUE
<br /> � I S44'29'40'�E-
<br /> -----
<br /> 18.94'
<br /> / -1-- - � _ a uj
<br /> C.D230 ° Io co 225 21CD
<br /> I 4 255 0 274
<br /> NO'03'20"Eta N00'30'20"E Fn
<br /> �� tn
<br /> S00'30'20"W I `'' I N00'30'20"E N00'3 '50.00' 105.00' 25' 25' 100.00' 102S00'30'20"WNORTH1x2.00' 107.50'
<br /> 105.00' 25. 2 ' �I236 231 I ' of a. 224 21 I 1 to
<br /> p - 254275
<br /> a' t- I S00'30'20"W 500'30'20"W 1 pq N0930'20"E N00'3 237 I� �,, -- C� 100.00' 10225' 25 I S00'30'20"W
<br /> 105.00' 102.00' a,
<br /> o NORTH � � �` I I 107.50'
<br /> m I= w � o o W �I 23 g 220 Ig I
<br /> c"I - - - -�- - 105.00' w �I 235 m o 0 232 I� 1 I 2 � 1� I N 253
<br /> I'D c`n .cC �) �, Lo � I�w m w w
<br /> 238 R' I' Cnw I 50030'20"W S00'30'20"W � c\j ( N00'30'20"E N00'30'20"E i "r w 276 c'
<br /> �a ©`� 105.00' 102.00' N ( 100.00' w 102.50' I `Qa l m a w
<br /> 1 c\jb, :a &n b, rnI o, S00'30'20"W
<br /> 1 NORTH _ w �J c- Irn ' 222 � 221 I� � Q o � 104.29'
<br /> 30 30 101.43 o gco w �t" co 234 233 Ico .dl �� g N�
<br /> Q� `r `� N45'15'10"E N44'44'50"W c
<br /> 45'15'10 E N44'44'S0"W I 18.96' ( 252 � w
<br /> 10'_PUE - - - - - -1816 1_ _ - - - - -89.15' -
<br /> o 239 ( 18_93-1 01 6 88.73' 86.56' - - 277 v�
<br /> .-. U NORTH 175.71' L=22.98'
<br /> cn C, � L=21.96' NORTH N'2-03'3
<br /> S10 E R � - _ - 252.51' - 4"E R
<br /> 04'43 257.01' 0 509.52' '`gl 100.76'
<br /> a - -- -- - - -NORTH N GRAND FIR DR
<br /> I g7.66' k�, �
<br /> C,1 19 NORTH 339.52' Nl0'23'19
<br /> L,16 53 S10 20 00= 5Ua--- - J5-Qo - - - 2.Q9' 5?�� - 55 00_ - 56.00' Sp'pp 251
<br /> X4711 5 538 10' PUE 8.14' \ w
<br /> w w 240 .2.47' w �s� p .d
<br /> x CQ
<br /> �� .w - 278
<br /> - _ - - - o ti �� � p � o � o � o g p p � Lj�CJ� ".
<br /> hyo ��,. 241 242 = 0 243 r 0 244 r 0 245 " 0 246 0 247 0 248 0 249 250 5 >'�E 279
<br /> 5SPUE---r A--8'P U E �\ E-•
<br /> 48
<br /> - - w
<br /> 118.53/ 1 .44%/ i // i ii/// / //
<br /> 40.51'i 52.00' 52.00' //,55-00'/ i h6. i //57,32;1/)z 963.36' E-
<br /> H
<br /> I NORTH >-25' RICHT-OF-WAY DEDICATION _ va
<br /> RESTRICTED ACCESS \
<br /> .,_."_ ""...." - .._.. - .--- ----
<br /> SEC 1.0 ►--� SEC 3 LOWER SACRAMENTO RO 17:7
<br /> 963.57'
<br /> �' SOUTH o
<br /> Qw
<br /> T.3N.,R.6E. a M.D.H. & M. 1 6 1/4 SECTION LINE •
<br /> 'FI)
<br /> 808.14' `�� SOUTH 130.01'- - �� - - - - - `- 2489.21'
<br /> SOUTH (B.O.B.) FD. EMPTY MON. BOX 1
<br /> RAILROAD SPIKE AT Y/4 SEC COR. Ql
<br /> 3578-A
<br /> LW5MAP2.DWG JOB 89113-5
<br />
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