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FD. AXLE AT SECTION CORNER FD. 1" REBAR AT SECTION
<br /> PER (AD)
<br /> ON SURFACE - LOWERED // 10-188
<br /> PCORNER PER (A) NO TAG
<br /> / SEC.
<br /> SEC. 18 17
<br /> SEC. 17 SEC. 16 26" DEEP PARCEL MAP
<br /> , N 894949��E �A)' -� _ O ( , BEING THE SOUTHEAST QUARTER
<br /> N 89049'30 E ,�- _ S 89°55'01"E M S 89°54'45"E A 2614.16'(M) 2613.56'(A) 2614.17'(H) _ _ --�, A E NA ROAD
<br /> 2654.88'(M)
<br /> 54. 8(D) 2654.77'(H _ L0.1 SECTION 20 , TR , 8E . ,
<br /> 2654,77'(H) SEC. 20 SEC. 21
<br /> SEC. 19 SEC. 20 FD. 3/4" REBAR AT SECTION LINE PER (A) T.1S.,R.8E., M.D.B.& M. D
<br /> T.1 S.,R.8E., M.D.B.& M. NORTH 1/4 CORNER OF B M j 2647.20'(M) u
<br /> SECTION 20 PER (A)
<br /> 2648.76'(M) NO TAG 2646.85,(A) SAN J OAQ U I N COUNTY, CALIFORNIA
<br /> 2-- I
<br /> 2648.49'(A) I 2653.66'(M) RS- 24_ 7 2646.98 (C)FD. 3/4" REBAR PER (A) SEPTEMBER 1996
<br /> 2653.56'(A) NO TAG. N 89°51 '40"W Rs 2,f-la
<br /> RS. 20-169 2654.23'(G) 1/4 SECTION 15. CORNER ST 20 S.F.N. SET 3/4" IRON PIPE AT EAST SHEET 2 OF 2
<br /> F'& 15-1Ifl LINE PER (A) 1/4 CORNER SECTION 20.
<br /> N 89056' 15"E (M)
<br /> 2649.01 '(M) )'/_ N 89°56'15"E (M) N 89°56'10"E (A) 2628.56' M 2628.02'(A)2648.53' A 2648.86' G ( )
<br /> 2608.56'(M) , QUARTAROLI & ASSOCIATES
<br /> S.F.N. AT WEST 1/4 I FD. 3/4" REBAR TAGGED ^
<br /> LAND SURVEYING LAND PLANNING
<br /> o CORNER OF SEC. 20 Q RCE 16705 PER (A) ENGINEERING
<br /> 0 1 i4 SECTION CORNER v S 53°57'49"E 0.17'(M) I MANTECA CA
<br /> ^
<br /> rn I PER (A) OF INTERIOR 1/4 I i I cj '
<br /> o SECTION CORNER PARCEL 4 N
<br /> 40.05±ACRES N `n
<br /> u O
<br /> rn
<br /> `n SCALE: 1 300'0) Oo N 89°55'20"E M 2632.17' M
<br /> N
<br /> 261 .1 7'(M)
<br /> SE->_ W.C. S 89055'20"w 20.00'(M) � BASIS OF BEARINGS
<br /> i� FROM PROPERTY CORNER I o
<br /> N 89°55'20'E (M) ^
<br /> 390.74'(M) THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF
<br /> - PARCEL 1111 O'Q 2267-56 � SECTION 20, TAS., R.8E., M.D.B.& M. SHOWN ON R.S. 24-47
<br /> /�VSIR NO. 9J1000J6
<br /> d �' /�VSTiQ NO. .9J1JB69J �D "� ASN 00057'45"W.
<br /> • PERSECT(A) LINE N 40.04±ACRES GROSS /NSTiP NO. .951189lf6 N N z
<br /> C-41 //VS//? NO. 951189 7
<br /> v , REFERENCES
<br /> i-339.44'(M) /NSIT NO. 9,S11B91(B � m
<br /> _ cq o A R.S. 24-47 S.J.C.R. F P.M. 16-74, S.J.C.R.
<br /> U? t cO B P.M. 17-181 , S.J.C.R. G R.S. 25-81 , S.J.C.R.
<br /> < 00ca ,r- N 89°55'20"E M 2245.33'(M) w V C R.S. 23-10, S.J.C.R. H P.M. 10-188, S.J.C.R.
<br /> 1/4 SECTION- N
<br /> 3 N 2225.33 (M) m D R.S. 3-66, S.J.C.R. I) F.B. 127-58
<br /> o ^I LINE PER (A) a
<br /> _ 77 E P.M. 20-91, S.J.C.R. J) F.B. 127-61
<br /> SET W.C. S 89°55'20"W 20.00'(M) SECTION LINE PER (A)
<br /> J � 20
<br /> FROM PROPERTY CORNER 20'(A)
<br /> - ( )
<br /> r O.D.P.H. ON SECTION LINE
<br /> PARCEL t t I I 20'(A)-
<br /> 00PER MIN. BK. B-PG. 51 1 DATED
<br /> Z N v. LEGEND
<br /> cv ° N �� JUNE 2, 1863, NO WIDTH SPECIFIED
<br /> I o 40.05 f ACRES in o
<br /> z Q o � N r" ^ �. --�-- INDICATES FOUND MONUMENT AS NOTED
<br /> 3 6 6 a APPROXIMATE LOCATION OF 20' r" � INDICATES SET 3/4" 0x30" IRON PIPE TAGGED L.S. 4450
<br /> 0o 0) 0 WIDE ELECTRIC TRANSMISSION r�, (n = UNLESS NOTED OTHERWISE
<br /> to `n° z LINE EASEMENT PER BOOK "A" N � FD. INDICATES FOUND ON THIS SURVEY
<br /> zo
<br /> iOF DEEDS, VOL. 58, PG. 555 j I S.F.N. INDICATES SEARCHED, FOUND NOTHING
<br /> M) INDICATES MEASURED ON THIS SURVEY
<br /> 0 I v.) L �CALC) INDICATES CALCULATED FROM RECORD INFORMATION
<br /> - N 89°55'2.0"E (M) 2249.57' M) / / 0
<br /> �� 2229 57' M / / O 0.R. INDICATES OFFICIAL RECORDS, BOOK AND PAGE, S.J.C.R.
<br /> FD. 112" IRON PIN IN a _ SET W.C. N 00°38'57'W R.S. INDICATES RECORD OF SURVEY, BOOK AND PAGE, S.J.C.R.
<br /> CONCRETE R SECTION z 20.00'(M) FROM I I I I / 20.00'(M)SFROM 5'20"W Z P.M. P. INDICATES MAPS INDICATES PARCEL MAP,
<br /> BOOK AND PAVOLUME DGE PAGE,
<br /> S.J.CSR S.J.C.R.
<br /> CORNER PER (A)(I) i PROPERTY CORNER PARCEL / PROPERTY CORNER I (R) INDICATES RADIAL BEARING
<br /> 40.05±ACRES �� INSTR.NO. INDICATES INSTRUMENT NUMBER, S.J.C.R.
<br /> l r APPROXIMATE LOCATION OF ,ri P.U.E. INDICATES PUBLIC UTILITY EASEMENT
<br /> SEC. 19 SEC. 20 2.643.30'(G) o i / ELECTRIC TRANSMISSION LINE SEC. 20 i I SEC. 21 S.J.C.R. INDICATES SAN JOAQUIN COUNTY RECORDS
<br /> 2642.77'(A) I - EASEMENT PER BOOK "A" OF SET 20'x20' I J "A" INDICATES BOOK "A" OF DEEDS, VOLUME AND PAGE, S.J.C.R.
<br /> f-- 2643.09'(M) -�T f _ _ / i' _ _ DEEDS, VOL. 187, PG. 207
<br /> W.C. // F.B. INDICATES FIELD BOOK, BOOK AND PAGE SAN JOA UIN
<br /> COUNTY SURVEYOR'S RECORDS
<br /> �- N 89°54'58"L M) -� I N 89°55'20"E (M) N 89°55'00"E (A) 2643.02'(M) 2642.55'(A) 2643.10'(F) W.C. INDICATES WITNESS CORNER
<br /> N 89055'001-E �A) Ij
<br /> 0SEC. 30 SEC. 29 SECTION LINE PER (A) SEC. 29 SEC. 28 NOTES.
<br /> T.1 S.,R.8E., M.D.B.& M. n Q o T. S.,R.8E., M.D.B.& M. PM 17 AB1
<br /> �,w 20-91 � o LONE TREE ROAD
<br /> � �'�' 1 . REFER TO MINOR SUBDIVISION APPLICATION N0. MS-94-28.
<br /> FD. 2" IRON PIPE AT \w O.D.P.H. ON SECTION LINE FD. 1 -1/2" IRON PIPE 12" 2. PURSUANT TO SECTION 66411 .1 OF THE GOVERNMENT CODE OF
<br /> FD. 3/4" IRON 1/4 SECTION CORNER - 2646.56' M) PER MIN. BK. B-PG. 573, DEEP AT SECTION CORNER CALIFORNIA, OWNER IS TO INSTALL ALL IMPROVEMENTS AS REQUIRED
<br /> PIPE PER (E) W/ PER (A) (J) SET SPIKE I 2651 .85' F) DATED SEPTEMBER 16, 1863 AND 2-2.00' REFERENCE BY COUNTY PLANNING DIVISION MINOR SUBDIVISION APPLICATION
<br /> GALVANIZED CAP IN CENTER OF PIPE NAILS PER (B) NO. MS-94-28, APPROVED AUGUST 15, 1994, PRIOR TO THE
<br /> STAMPED L.S.5443 ° NO WIDTH SPECIFIED ISSUANCE OF A BUILDING PERMIT OR OTHER GRANT OF APPROVAL FOR
<br /> S 01036'20"E FD. RAILROAD SPIKE I S 00 44 (M E (M) DEVELOPMENT OF THE PARCELS SHOWN HEREON.
<br /> 9.07'(M) PER (E) W/CHIS. "+" 5292.75 (M) 3. A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE
<br /> �- 2646.19' M) P./ /6-�¢ COMPANY OF STOCKTON ORDER NO. 125259/8E DATED
<br /> FD. 112" IRON PIPE I _ NOVEMBER 7, 1996, WAS USED IN THE PREPARATION OF THIS
<br /> 14" DEEP AT SOUTH 2646.21 F) PARCEL MAP.
<br /> 1/4 COR. OF SEC. 29 ) S.FN. FOR SQUARE BOLT /N NU,(3
<br /> NO REFERENCE, NO TAG 1'1"00 ,CP PERF 8, 496 - 3/ AND 500A - 37
<br /> D.D. SHEET NO. 45 (SEE NOTE AT 91GHT) 93-37
<br />
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