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3 ii it 3 it 5 3416 3-
<br /> rsilETRACTSUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 3 it J �
<br /> N89 59 57 E N86030159"w T S
<br /> UNION IANCH UNIT N0. 6
<br /> L67 40.19' 15.81' 48.89' N83*01'55"w N 1 /� N BEING A
<br /> 79.3252„w 3 f J SUBDIVISION OF A PORTION OF SECTION 19,
<br /> L68 47.71� TOWNSHIP 1 SOUTH RANGE 7 EAST
<br /> L69 46.53' J J MOUNT DIABLO BASE AND MERIDIAN
<br /> N76•
<br /> 03'48„W ,
<br /> 0 0 o Irn L70 45 35' No . CITY OF MANTECA, SAN JOAQUIN COUNTY,CALIFORNIA
<br /> 0 0 251'33�.W 5 '1 L71 400, CARLSON, BARBEE & GIBSON INC.
<br /> 3 300 299 "695606'' CIVIL o N c W ^ L72 39 w r r r ENGINEERS SURVEYORS PLANNERS
<br /> � 29g o .9, 3 J 2 SAN RAMON CALIFORNIA
<br /> o n 297 �``' lV6>003 » SCALE: 1"=40'
<br /> CD Z Z o r 296 4.�4, 9 w / AUGUST 2014
<br /> ?2?6' N / ° 40' 0' 20' 40' 80' 160'
<br /> r Fc,2 C63- -- C63 - - --- Z •o 295 0
<br /> 0 R=820.0ss 00,
<br /> CD _ .o" 9 / ��, �-+- -� / GRAPHIC SCALE
<br /> 0 d-3 0.41 , » C64 ,,�v / „� / r r
<br /> ��� BASIS OS =439 ,h°' / o� ,��/ ,moo" / S OF BEARINGS
<br /> 0
<br /> 3C81 C - 15 C63 ,0 3
<br /> N 80 _ / omo ,� BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE CALIFORNIA
<br /> C14 / COORDINATE SYSTEM-83 NAD83-1992 ZONE 3. A LINE BETWEEN CITY
<br /> 03'05'17"W(R) J i 8=79 0• Cg \ _ �0'p� / ��• '� �� / OF MAN ( )�
<br /> Ile) TECA MONUMENTS 223 AND 212 BEARS N89-25'00"W, AS
<br /> Z 0 429.0 6 F�/ '~ �`� / CALCULATED FROM CITY OF MANTECA SECTION CORNER MONUMENTATION
<br /> noon SURVEY, FILED FOR RECORD IN BOOK 33 OF SURVEYS, AT PAGE 133,
<br /> �C62 -C60 399, C � / �"o / / SAN JOAQUIN COUNTY
<br /> 85 16 / Q RECORDS. ALL DISTANCES SHOWN ARE GROUND
<br /> -27.00'_ - - - C59 f? 760
<br /> (M,M)� \ 2)0 / LEVEL DISTANCES AND MUST BE MULTIPLIED BY 0.99992858 TO OBTAIN
<br /> o l 27.00' ' C59 '00' �' / r r GRID DISTANCES.
<br /> I I �, ' 15'00"
<br /> c5 , �J�
<br /> rn i
<br /> I I o Cs2 �1 , ?'oo� �� LEGEND
<br /> _ R-12.50 I I --. � o �\ 024 C , � �'
<br /> OT rjC � I 260
<br /> D �, T r SUBDIVISION BOUNDARY
<br /> I �. 261 �T ��9 ��• J 1
<br /> acv J RIGHT OF WAY LINE
<br /> SEE SHEET 4 I I C14
<br /> v- N 262 o T
<br /> I N o C14 I o LOT LINE
<br /> C I Z EASEMENT LINE
<br /> _ 9
<br /> I ?� - CENTERLINE
<br /> '- S? 1�� '�O- \ (' SECTION LINE
<br /> �.I w I "84'41'50" 47 0 , .`�� 263 �� .�.�
<br /> IN -� CITY LIMIT LINE
<br /> w •
<br /> 22 40.97, w N76 09 0" o \ �\ 6��, (T) TOTAL
<br /> w ''; o ( 55 W 5 , _" ,,�v , \\ C' ��S \ �9 (R) RADIAL
<br /> o Z L81 N�1.8.00„ ^ oo \SS 9 A ��� �\� (M-M) MONUMENT TO MONUMENT
<br /> W N Z 10 PUE , 33 111 ^� o'` \ 3ry 9p S
<br /> W r r /� CID I °r' 66 `h 265 \\ ��� �O ��s \ (M-PL) MONUMENT TO PROPERTY LINE
<br /> 5' PUE---I I I o 2234' N66S600' _ � `S92 �' (#) INDICATES REFERENCE NUMBER
<br /> I I 233 4858''w ,� oo \ cS ��\ ��J O SET 3/4" X 24" IRON PIPE TAGGED LS 7176
<br /> opo ��� IN MONUMENT WELL
<br /> I I o X615600' �'� 266 FOUND 3/4" IRON PIPE IN MONUMENT WELL
<br /> 27.00' I a 232 L82 S64S,, �� AS NOTED
<br /> J _-___-- ¢ !y ,v o
<br /> / I 27.00' Z ^� �6S' �^°' oo D.N. DOCUMENT NUMBER
<br /> .co o� NS)�80 , �"� 267 M&P MAPS AND PLATS
<br /> C, 0 9� C90 _ 0 231 �0 3 2s� �, �� • FOUND MONO
<br /> _ MENT, AS NOTED
<br /> o ,ri ,
<br /> "� C86 � � ,how SET 5/8" X 24" REBAR AND CAP,
<br /> ' i C84 J A
<br /> p\=531 •0 0 - o C84 , o TAGGED LS 7176
<br /> L=8 3 4.0 9 ( M M) - R-558 �"� L835�,�
<br /> 0.0 0,0 0 R, _� 230 _ SET 5/8- X 24 REBAR AND CAP,
<br /> 9 - '53 •00' C8 oo AT ALL REAR LOT CORNERS AND ANGLE ED LS 7176
<br /> p 1•oo, a 6 �� POINTS
<br /> •- d,84 ,g'4 �1 UNLESS OTHERWISE NOTED.
<br /> R-513 •2� 39" 48" ,off N49'04'31"W PUE PUBLIC UTILITY EASEMENT
<br /> S0'
<br /> 18.31' OR OFFICIAL RECORDS
<br /> 5S'
<br /> 158• ?.> S �, \ 229 �
<br /> 6 ( 3 c86 \ _'� o, v PM PARCEL MAP
<br /> LOT
<br /> A ��� '4?4 � G� � �'
<br /> CURVE TABLE CURVE TABLE SEE SHEET 4 \�� (T� IN,� ���'� N0. ARELOT AREA TABLE
<br /> N0. RADIUS DELTA LENGTH N0. RADIUS DELTA LENGTH
<br /> h A NO. AREA
<br /> • ' " ' ' ' " ' \ \ c�\ �Oti � � 229 7 002 SF 266 5 235 SF
<br /> C50 20.00 86 47 33 30.30 C66 820.00 04 01 30 57.60 \\ � 9 � � J�.j >
<br /> C52 760.00' 04'52'13" 64.60' C67 820.00' 03'16'46" 46.94' 1 230 8,053 SF 267 50235 SF
<br /> C55 760.00' 04010'27" 55.37' C79 790.00' 03'12'27" 44.23' LINE TABLE LINE TABLE \\ 231 8,056 SF 293 7,131 SF
<br /> ' NO. BEARING LENGTH NO. BEARING LENGTH \ \ 232 8,059 SF 294 6,163 SF
<br /> C56 760.00 0410 28 55.37 C80 790.00 03 38 29 50.21 � �
<br /> C59 760.00' 04'05'14" 54.21' C81 790.00' 0405332" 67.45' L67 N86'30'54"E 24.50' L82 N61*56'45"W 8.35' 233 8,657 SF 295 6,165 SF
<br /> ' » ' L68 "86'30'59"W 7.11' L83 "57'25'25"W 8.97' �
<br /> \ 260 6,140 SF 296 5,219 SF
<br /> C60 760.00 03 30 33 46.55 C84 531.00 04 39 51 43.23 �
<br /> C61 20.00' 93'38'29" 32.69' C86 558.00' 07'32'21" 73.42' L69 N83'01'55"W 8.29' L94 N04'11'41"E(R) 30.00' 261 5,125 SF 297 5,219 SF
<br /> C62 760.00' 01'15'03" 16.59' C89 558.00' 06'3245" 63.76' L70 N79'3252"W 9.47' L95 N26'20'45"E(R) 30.00' 262 5,125 SF 298 5,218 SF
<br /> C631820.00' 04'01'31" 57.61 C901558.00' 06'02'57" 58.92' L71 N76'03'48"W 10.65' L96 N32'45'39"E(R) 30.00' 263 6,113 SF 299 6,158 SF
<br /> C641820.00' 03'2439" 48.81' C91 20.00' 85'20'09" 29.79' L72 N69056'06"W 7.05' L100 N04'06'39"W(R) 27.00' t ° 264 6,113 SF 300 6,157 SF
<br /> C65 820.00' 03'24'40" 48.82' C92 820.00' 01'04'18" 15.34' L81 "80'15'09"W 6.03' L101 N05'13'03"E(R) 27.00' 265 6,113 SF
<br /> 1395-000
<br /> SHEET 6 OF 11
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