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<br /> -FD. S.J.CO. PIN AND WASHER FD. 1 " IRON PIPE PA-47-351
<br /> IN MON. BOX AT SEC. COR. W/BRASS TAG STAMPED
<br /> PER (A)(B)(C)(D) O.R. 269-68 SECTION LINE R.C.E. 14901 PER (B)
<br /> SEC. 10 i SEC. 11 R.S. 7-142 PER (A)(B) 53.04'(M) i FD. 1 " IRON PIN AT N. 1/4 PARCEL AP
<br /> i S89°38'00"E (M)(A)(B) (BASIS OF BEARINGS) 2641 .50'(M) 2641 .56'(B) COR. PER (A)(E) TAGGED
<br /> - - 672.60'(M)(F} 1629.75'(M) L.S. 4479 PER (B) BEING A PORTION OF
<br /> (SEE DETAIL "A") L12 �`'`-~ 1 309.15'(M)(B) THE NORTHWEST 1 4
<br /> N89 38 00 W (M)(B) 1437.10 M 1426.25'(B)
<br /> /
<br /> Q I -30.I90'(I�I) R.S. 25-17 �" _ { ) D.R. 151-191
<br /> �� O.R 239 191 N19-07'37"W (M) OF SECTION 14, T.3S., R.5E., M.D.B. & M.
<br /> SEC. 15 g SIEC. 14 �" �-°� S53°52'00"W M N 19°08'o3"w (B) SAN JOAQUIN COUNTY CALIFORNIA
<br /> M.D.B. & M° L8 ( ) P.M. 17-142
<br /> 'T.3S.,� R.5E., � S53-44'02"W B 26.52'(M)(B)
<br /> 06 L7- L10 145.21 ' M 157.1( } S89°38'00"E (M)(B �9 �
<br /> -L5 �' ( ) 1 (B) LINE TABLE 50.00' M B } � l ? U/VF/LED SUR!/EY
<br /> 110 ( )( ) �° JANUARY 2008
<br /> BY E.C. F/NLA Y DA TED
<br /> /-LE' 25' �-�c9° O SHEET 2 OF 2
<br /> !! !! LINE BEARING DISTANCE cpMAY 25, 1926
<br /> PARCEL A L1 S89-49'1 5"E (M) 64.07'(M)(A) cp W��� mQUARTAROLI & ASSOCIATES
<br /> L1 "'� L2 N70-15'1 6"E M 343.76' M A `� c9 �.�
<br /> 1 Q 2s 50.21 ACRES GROSS L3 N56-48'25"E (M) 1 14.5 '{ ){ ) `�= LAND SURVEYING LAND PLANNING
<br /> 30' { ) 8 (M}(A) j o ENGINEERING
<br /> 2 INCLUDES: 1 . CROSS-HATCHED AREA OF L4 N63°3159"E (M) 225.64'(M) 226.63'(A) r.
<br /> -- 30' Q B.C.I.D. O.R. 91 -263. L5 N00°10'45"E (M) 15.00'(M}(A) �' MANTECA,CA
<br /> ci 2. 30' CHRISMAN ROAD L6 N00°10'45"E (M) 15.00'(M)(A) cp Oro
<br /> RIGHT-OF-WAY L7 N04°16'57"W (M) 15.00'(M)(A)
<br /> 3. TRIANGLE PIECE L8 N04o 16'57"W (M) 15.00( M)(A)
<br /> (SEE DETAIL "A") L9 N633159"E (M) 279.52 (M)
<br /> L10 N04°35'43 W (M) 50.73'(M) BASIS OF BEARINGS
<br /> D. OL11 N04°35'43"W (M) 60.65 (M)
<br /> L B.C./. GYNERSH/P L12 N63°31 '59"E (M} 53.88'(M) THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF THE
<br /> O.R. 91-263 PARCEL "A" IS COMPRISED OF THE AREA WEST AND FD. 3/4" IRON PIPE NORTHWEST 1/4 OF SECTION 14, T.3S., R.5E., M.D.B. & M. SHOWN ON
<br /> o EAST OF THE B.C.I.D. MIDDLE MAIN CANAL AND THE W/PLASTIC CAP STAMPED i R.S. 25-17, S.J.C.R. AS S.89°38'00"E.
<br /> U TRIANGULAR AREA LYING NORTHERLY OF THE REST L.S. 4479 PER (B) I m
<br /> OF PARCEL "A" (SEE DETAIL "A") 85.68'(M) >-' LEGEND
<br /> r- �� N89°38'00"W (M) 2640.05'(M)
<br /> N
<br /> d- �t-
<br /> 1 INDICATES FOUND MONUMENT AS NOTED
<br /> `v S89°38'00"E (M) `V INDICATES FOUND "3 4IRON PIPE TAGGED R.C.E. 149
<br /> •Q. M / 01 W.C.
<br /> J 63.76' )
<br /> � � ( 1 � PER (A} !, „
<br /> •a f,. I INDICATES SET 3/4 x 30 IRON PIPE TAGGED L.S. 4450,
<br /> 0 T- !! !! x UNLESS NOTED OTHERWISE
<br /> PARCEL B V 4- o I FD. INDICATES FOUND ON THIS SURVEY
<br /> N o Q0 �'�M� Ml N S.F.N. INDICATES SEARCHED, FOUND NOTHING
<br /> 'SECTION LINE 50.18 ACRES GROSS Z Zt `� 66-q-5"\ � + �M) INDICATES MEASURED THIS SURVEY
<br /> .-, IPER (A)(C)(D) INCLUDES: 1 . CROSS-HATCHED AREA OF ,e( z F��°29 X191 I CALC) INDICATES CALCULATED FROM RECORD INFORMATION
<br /> 'Q Q B.C.I.D. O.R. 91 -263. ;� N 239 ,_I m O.R. INDICATES OFFICIAL RECORDS, BOOK AND PAGE, S.J.C.R.
<br /> ' R.S. INDICATES RECORD OF SURVEY BOOK AND PAGE S.J.C.R.
<br /> Li ��- B.C./.D. OWNERSH/P 2. 30' CHRISMAN ROAD ��'� �.R' ��1 0� � M. 8c P. INDICATES MAPS AND PLATS VOLUME AND PAGE � S.J.C.R.
<br /> V'1 N --, ,� O.R. 91-26,3 RIGHT-OF-WAY ��� �01Ik§) .I N P.M. INDICATES PARCEL MAP, BOOK AND PAGE, S.J.C.R.
<br /> © ''N •''"�-C3 '�� ''� �� co �n R INDICATES RADIAL BEARING
<br /> °- 00 00I 1.N. INDICATES INSTRUMENT NUMBER, S.J.C.R.
<br /> Z �i W G'����,��`1 1 o P.U.E. INDICATES PUBLIC UTILITY EASEMENT
<br /> N J PARCEL "B" IS COMPRISED OF J G' `L� !! !! ( S.J. INDICATES SAN JOAQUIN COUNTY SURVEYOR'S RECORDS
<br /> THE AREA WEST AND EAST OF DETAIL A 1 ,� "A" INDICATES BOOK "A" OF DEEDS, VOLUME AND PAGE, S.J.C.R.
<br /> C� I m F.B. INDICATES FIELD BOOK, BOOK AND PAGE, SAN JOAQUIN COUNTY
<br /> W THE B.C.I.D. MIDDLE MAIN CANAL
<br /> SCALE: 1 =30' SURVEYOR'S RECORDS
<br /> V I � W.C. INDICATES WITNESS CORNER
<br /> o J i L, CH. INDICATES CHAINS
<br /> CID
<br /> o S.J.C.R. INDICATES SAN JOAQUIN COUNTY RECORDS
<br /> N89°38'00"W (M) 2638.80'(M) o DOC. NO. INDICATES DOCUMENT NUMBER, S.J.C.R.
<br /> z ( � �
<br /> NOTES
<br /> 1/4 SECTION LINE
<br /> PER (B) I coo 1 . REFER TO MINOR SUBDIVISION APPLICATION NO, PA-07-351 .
<br /> B.C./.D. OWNERSH/P I r�
<br /> O.R. 91-263 1 Q 2. A PRELIMINARY TITLE REPORT PREPARED BY CHICAGO TITLE COMPANY ORDER/.N. 95016492 I N0. 06-53208601 -A-TTO, DATED JANUARY 30, 2008, WAS USED IN THE
<br /> 30' -- �� APPROXIMATE LOCATION OF -1 PREPARATION OF THIS PARCEL MAP.
<br /> F- 30' Ci P.G. & E. EASEMENT PER I 3. ALL PERSONS PURCHASING LOTS WITHIN THE BOUNDARIES OF THIS APPROVED
<br /> S.J.C.R.
<br /> 693-152
<br /> O.R. ,
<br /> PARCEL "C" IS COMPRISED OF PARCEL !! !! �-.1 MAP SHOULD BE PREPARED TO ACCEPT THE INCONVENIENCES OR DISCOMFORTS
<br /> s- THE AREA WEST AND EAST OF I ASSOCIATED WITH AGRICULTURAL OPERATIONS OR ACTIVITIES SUCH AS NOISE,
<br /> N THE B.C.I.D. MIDDLE MAIN CANAL. 50.18 ACRES GROSS ( ODORS, INSECTS, DUST OR FUMES. SAN JOAQUIN COUNTY HAS DETERMINED
<br /> in �' , INCLUDES: 1 . CROSS-HATCHED AREA OF N I THAT SUCH INCONVENIENCES OR DISCOMFORTS SHALL NOT BE CONSIDERED TO
<br /> 00 s B.C.I.D. O.R. 91 -263, 001 BE A NUISANCE.
<br /> 2. 30' CHRISMAN ROAD
<br /> RIGHT-OF-WAY I REFERENCES
<br /> N73°25'43"W (M) I (A) R.S. 25-17, S.J.C.R.
<br /> 89.66'{M}
<br /> (B) P.M. 17-142, S.J.C.R.
<br /> 30.00'(M) 25.00'(M) I (C) P.M.(D) R.S. 2910, S.J.C.R.16_106, S.J.C.R. NORTH
<br /> �---- N89°37'07"W (M) 2374.82'(M) I (E) UNFILED SURVEY BY C.H.
<br /> - - - WIDDOWS DATED MARCH, 1952
<br /> 2288.76'(M) �� - - (F) O.R. 91 -263, S.J.C.R.
<br /> FD. S.J.CO. PIN--/ N89°37'07"W (M) 2637.52'(M) 2637.0'(E)
<br /> AND WA`.:HER IN ; 229.10'(M)(F) ` `��., FD. 2" IRON PIPE AT
<br /> MON. BOX AT ' �` , 1/4 SECTION LINE O.R. 161-379 i SCALE: 1 " = 200'
<br /> CENTER OF SEC. PER E
<br /> W. 1/4 COR 89.66 (M) PER (E) CALLED 1 1/2" IRON
<br /> PER (A)(C)(D) UNF/LED SURVEY BY C.H. WIDDOWS DATED MARCH, 1,952 PIPE PER (B)
<br /> ..�„��.,�...�
<br /> 2007-76
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