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LEGEND NOTES PA-05-761
<br /> 1 . REFER TO MINOR SUBDIVISION APPLICATION N0. PA-05-761 . PARCEL MAP
<br /> --� INDICATES FOUND MONUMENT AS NOTED 2. A PRELIMINARY TITLE REPORT PREPARED BY ALLIANCE TITLE COMPANY ORDER NO. 12430837--743--CCW,
<br /> INDICATES SET 3/4" x 30" IRON PIPE TAGGED L.S. 4450, DATED NOVEMBER 14, 2006, WAS USED IN THE PREPARATION OF THIS PARCEL MAP. BEING A PORTION OF
<br /> UNLESS NOTED OTHERWISE 3. ALL PERSONS PURCHASING LOTS WITHIN THE BOUNDARIES OF THIS APPROVED MAP SHOULD BE PREPAREDFD. INDICATES FOUND ON THIS SURVEY THE NORTHWEST QUARTER OF
<br /> S.F.N. INDICATES SEARCHED, FOUND NOTHING `TO ACCEPT THE INCONVENIENCES OR DISCOMFORTS ASSOCIATED WITH AGRICULTURAL OPERATIONS OR SECTION 3 T 1 S R 9E M.D.B. & M
<br /> (M) INDICATES MEASURED THIS SURVEY ACTIVITIES, SUCH AS NOISE, ODORS, INSECTS, DUST OR FUMES. SAN JOAQUIN COUNTY HAS DETERMINED •, M.
<br /> (CALL) INDICATES CALCULATED FROM RECORD INFORMATION THAT SUCH INCONVENIENCES OR DISCOMFORTS SHALL NOT BE: CONSIDERED TO BE: A NUISANCE. SAN JOAQUIN COUNTY, CALIFORNIA
<br /> O.R. INDICATES OFFICIAL RECORDS, BOOK AND PAGE, S.J.C.R. 4. THIS POINT WAS ESTABLISHED BY HOLDING 20.00 FEE-T WEST OF FD, 3/4" IRON PIPE TO THE: SOUTH AND
<br /> R.S. INDICATES RECORD OF SURVEY, BOOK AND PAGE, S.J.C.R. HOLDING THE WEST RIGHT-OF-WAY LINE AT THE: SOUTHEAST CORNER OF PARCEL "2" (SEE NOTE N0, 5)
<br /> M. & P. INDICATES MAPS AND PLATS, VOLUME AND PAGE, S.J.C.R.
<br /> P.M. INDICATES PARCEL- MAP, BOOK AND PAGE, S.J,C.R. THEN PRODUCING) THE WESTERLY RIGHT-OF-WAY LINE NORTHERLY TO INTERSECT THE: NORTHERLY LINE OF JUNE 2.006
<br /> (R) INDICATES RADIAL BEARING SECTION 35, AS SHOWN ON R.S. 4--170, S.J.C.R. SHEET 2 OF 3
<br /> 1.N. INDICATES INSTRUMENT NUMBER, S.J.C.R. 5, THIS CORNER WAS ESTABLISHED BY SINGLE PROPORTIONATE MEASUREMENT BETWEEN THE 1/4 SECTION
<br /> P.U.E. INDICATES PUBLIC UTILITY EASEMENT �' QUARTAROLI & ASSOCIATES
<br /> CORNER AND THE WEST RIGHT-OF-WAY OF ��EIDNER AVENUE.
<br /> S.J.C.S.R. INDICATES SAN JOAQUIN COUNTY SURVEYOR'S RECORDS <�
<br /> 6. THIS SURVEY RETRACES THE INTE=NDED BOUNDARY LINES AS .SHOWN ON RECORD OF .SURVEY, VOLUME 4,
<br /> "A" INDICATES BOOK "A" OF DEEDS, VOLUME AND PAGE, S.J.C;,R. LAND SUI�VEYIN(� LAND PLANNING
<br /> F.B. INDICATES FIELD BOOK, BOOK AND PAGE, SAN JOAQUIN COUNTY SURVEY
<br /> 170, S.J.C.R. SAID SURVEY WAS RE=QUESTED BY SOUTH SAN JOAQUIN IRRIGATION DIS TRIO,T. THIS
<br /> SURVEY DOES NOT RETRACE THE DEED LINES AS DESCRIBED IN DOCUMENT NO. 2006-194993, S,J.C.R. ENGINEERING
<br /> SURVEYORS RECORDSNORTH
<br /> W.C. INDICATES WITNESS CORNER ACCEPTING THE CENTERLINE OF SEIDNER AVENUE AS THE EASTERLY BOUNDARY OF THE PARCEL SHOWN MAWECA, CA
<br /> CH. INDICATES CHAINS ON SAID RECORD OF SURVEY MAP IS ALSO SUPPORTED BY THE LEGAL DESCRIPTION OF THE DEED FROM
<br /> S.J.C.R. INDICATES SAN JOAQUIN COUNTY RECORDS SOUTH SAN JOAQUIN IRRIGATION DISTRICT TO LAWRENCE H. McDONALD, RECORDED THE 4TH OF MAY, 1943,
<br /> DOC. NO. INDICATES DOCUMENT NUMBER, S.J.C.R. IN OFFICIAL RECORDS, VOLUME 824, PAGE 8.7, S.J.C.R, THE ADJOINING PROPERTY TO THE EAST.
<br /> S.S.J.1.D. INDICATES SOUTH SAN JOAQUIN IRRIGATION DISTRICT
<br /> R.5, 36-32 + p M. 9-.310 R.S. 33-9 7 S.F.N. __
<br /> -FD. S.J.CO. PIN AND
<br /> SEC. 27 + SEC. 26 cD (SEE NOTE 4) - SCALE_. 1 " = 300' R.S. 32 779 WASHER IN MON. BOX AT
<br /> FD. 3/4" IRON PIPE -�---� + C� --SECTION LINE KELLY ROAD I SEC. COR, CALLED BRASS
<br /> W CAP STAMPED L.S. �... _ _ w I
<br /> �' + CAP IN MON. BOX PER (D)
<br /> 5230 IN MON. BOX - _- ---_== :-=r- _�- -�.� - - � ._ - - - _ _ �, N88°06'49"W (M) N88°07'05"W (A) 1N + � � N I --
<br /> SEC. COR PER E ---- _- - - - - - _5244.70) (M) 5243.8 (A) 524.4.67'(D} SECTIO l_ NE SEC. 26 + SEC 25
<br /> C > _ - _ _ _ +
<br /> SEC. 34 + SEC. 3� 2626.98 (M) 2626.3 (A) -
<br /> CD + 2.617.72'(M) 2617.5'(q)
<br /> 30'
<br /> 3 0SEC. 35 + SEC. 36
<br /> T
<br /> - 22--118 20' , I .1 S., R.9 E.,
<br /> SECTION LINE - 20'1
<br /> M.[�.8. & M.
<br /> + R.S. 4-262 R.S. 33-168 20' +
<br /> NOT 1/4 SECTION LINE — -
<br /> + - 20'
<br /> + BASIS OF BEARINGS.
<br /> N +
<br /> THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST, WEST 1/4It
<br /> c� SECTION LINE IN SECTION 35, T.1 S., RAE., M.D.B. Bc M., SHOWN ON +
<br /> `V R.S. 4-163, S.J.C,R. AS S.88°09'05"E. C; +
<br /> 00 + cc>
<br /> (i) + r�
<br /> Q N T__
<br /> N + REFERENCES �`' 25' 20'
<br /> (' N (A) R.S. 4-170, S.J.C.R. Z i 0 i Y
<br /> + (B) R.S. 4-163, S.J.C,R. W ci +
<br /> Q + (C) R.S. 17-46, S.J.C,R. > 06
<br /> clqi +
<br /> (D) R.S. 33-91 , S.J.C,R. "Q �
<br /> � (E) R.S. 36-32, S.J.C.R.
<br /> �► ' (F) DOC. NO. 2006-194993, S.J.C.R. S.F.N. FOR 5/8" BAR = o ;
<br /> (G) P.M. 11 -143, S.J.C.R. �' FD. 3/4" IRON PIPE PER (A,)(B) i LL_ 0
<br /> Z o W i PER (A) NOT TAGGED
<br /> 2631 .24'(M) I +
<br /> �a + R.S: 4 770 Z I _
<br /> +
<br /> W + 2,651 .24 (M) �+ }'-
<br /> �""' 5279.18,(M) + oc
<br /> + S88 09 05 E (M) + z
<br /> (/� �R.S, 17--46 c� r-
<br /> cn � o M 7�?-6� 20' 20'
<br /> o
<br /> -- FD. 3/4 IRON PIN NO REFERENCE: 00 0
<br /> d-
<br /> N20)°14'35"W 0.42'(M)
<br /> 5.10'(M)
<br /> S88°09'05"E (M)(A) — +
<br /> l
<br /> `" P.M. 15-38 CALC PER (B)
<br /> o ,,.--- 1298.79'(M) 1298.67'(A)
<br /> 3 NO REFERENCE --� 1293'79'(M)
<br /> ° /, , �y
<br /> FD. 4" IRON PIN N DETAIL +
<br /> + N 88 09 05 W 0.5 7 (M) , �-• r� N
<br /> N SEE SHEET 3 g9g 1 o SCALE: 1 " = 40'
<br /> SECTION LINE;
<br /> X006 (10
<br /> z +
<br /> + P.M. 17 1443
<br /> I
<br /> +
<br /> + rl-
<br /> A+ 5.5 A'.S. 4-185 25
<br /> r`
<br /> 1328.97'(M) _1328.85'(A) ✓ R.S. 19-23 20'
<br /> +
<br /> 2631 .24'(M) 2631 .0 (E3) + (SE-E DETAIL_ "B")
<br /> FD. MON. BOX AT 1/4 SEC. i '1298.97'(M) 1298.85'(A) .��� \,,•�-
<br /> COR. PER (G) PAVED OVER I - S88°09'05"E (M)(A)(B) (BASIS OF BEARINGS) i 5279.18' M 2651 .24'(M) 2651 ,0'(A) -
<br /> COULD NOT OPEN, USED TWO 1/4 SECTION LINE_ & NORTH ( ) 5278.70 (A)(B) r
<br /> 2.00' NAILS TO ESTABLISH LINE OF "ESCALON FARMS" (SEE NOTE 5} 1 1/4 SECTION LINE & NORTH -- +
<br /> THE 1/4 SEC. COR. M. & P. 8-25, S.J.C,R. P.M. 12--119 M & f, 8_25 NE G F "ESCALON F I M. & P. 4-7
<br /> L � ARMS
<br /> P.M. 18-44 R.S. 4-163 M, & P. 8-25, S.J.C.R.
<br /> 2005-172
<br /> r
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