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<br />1 THIS SUBDIVISION CONTAINS 14 LOTS ON 2,732 ACRES.
<br />THIS FINAL MAP IS SUBJECT TO THE PROVISIONS OF A SUBDIVISION
<br />AGREEMENT RECORDED ON ZI 2011, AS DOCUMENT
<br />NO.�•f��Fl 92 >9�a___ SAN JOAQUIN COUNTY RECORDS,
<br />TRACT NO, 40:I4
<br />SUB�IVISI❑NS ❑F- SAN J❑AOUIN COUNTY
<br />filljlrj� 111,
<br />9, 1 11111
<br />l 1
<br />FD, 1" IRON PIPE (C)
<br />BEING
<br />A
<br />POR ❑F
<br />Sl.CTI❑N
<br />?9, C�FNI, W Br -R
<br />GRANT
<br />CITY
<br />[IF
<br />STOCKTON,
<br />C❑Ui�;TY ❑
<br />SAM J❑AQUI1v1,
<br />CA! IF"❑RNIA
<br />2, ALL DISTANCES ARE GROUND DISTANCES MEASURED UNLESS OTHERWISE NOTED,
<br />3. EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED TO PROVIDE PROPER DRAINAGE
<br />WITHOUT PONDING, CAUSING SOIL EROSION OR DRAINING ONTO ADJACENT PROPERTY. ALL LOTS
<br />ARE TO DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br />4. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM 5 -OG
<br />5. BY THIS NOTE, ACCESS RIGHTS TO CORNER LOTS ARE REST'RY"TED IN CONFORMANCE WITH CITY OF
<br />STOCKTON SUBDIVISION DESIGN STANDARDS DRAINING NO. 6, CONFIGURATION, FURTHER, THE DEVELOPER
<br />OF THE SUBDIVISION SHALL SELECT 'PIIS STREETS ABUTTING ?'TIE CORNER LOTS UPON WIIIC'H ACCESS IS
<br />TO BE PROVIDED AND ACCESS IS HEPEHY RESTIRiCTED ON ALI, OTHER (FRONTAGES.
<br />SUBDIVISION SUMMARY
<br />14 LOTS = 2.293 AC.
<br />STREET RIGHT OF WAY = .439 AC_
<br />TOTAL = 2.7.32 AC. Z
<br />1
<br />JANUARY) 2017
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<br />P.G.E. POLE EASEMENT
<br />BOOK 667, PAGE 166
<br />OFFICIAL RECORDS
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<br />--'---ARC RADIUS
<br />BEARING
<br />DISTANCE
<br />Cl
<br />64°16'34'
<br />52.73' 47.00
<br />S64°54'23 "W
<br />50.00'
<br />C2
<br />65°4510"
<br />53.94' 47.00'
<br />N50°04'45"W
<br />51.03'
<br />\A\o
<br />62°27'47"
<br />'
<br />N14 01 43'E
<br />- 4 .74'
<br />C4
<br />54°45'58"
<br />44.92'47.00'
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<br />P.G.E. POLE EASEMENT
<br />BOOK 667, PAGE 166
<br />OFFICIAL RECORDS
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<br />NUM
<br />DELTA
<br />--'---ARC RADIUS
<br />BEARING
<br />DISTANCE
<br />Cl
<br />64°16'34'
<br />52.73' 47.00
<br />S64°54'23 "W
<br />50.00'
<br />C2
<br />65°4510"
<br />53.94' 47.00'
<br />N50°04'45"W
<br />51.03'
<br />C3
<br />62°27'47"
<br />51.24' 47.00'
<br />N14 01 43'E
<br />- 4 .74'
<br />C4
<br />54°45'58"
<br />44.92'47.00'
<br />N72'S8'36"E
<br />43.23'
<br />C5
<br />12°45'29"
<br />10.46' 47.00'
<br />S73'35'40"E
<br />10.44'
<br />C6
<br />40°00'_30"
<br />32.82' 47.00'
<br />N_87°13'11"W
<br />32.10
<br />C7
<br />C8
<br />40°00'28"
<br />260°00'58''
<br />32.82' 47.00'
<br />213_30' 47_00'
<br />(15246'20"E
<br />S17_13'25"E
<br />32.16'-
<br />12.00'
<br />NUPA GEARING DISTANCE
<br />L1 S2I'T6 13 W 21.21'
<br />L2 �N62°1_3'36"W 21.22'
<br />> a 5
<br />c I'do, 1
<br />5J9J ra �� sn 1�
<br />SE
<br />7
<br />II ,.
<br />FD 1 3/4" IRON PIPE (D)
<br />1 1/4" IRON PIPE PER <E)
<br />NO TAG
<br />FD, 3/4" IRON PINS
<br />(E) TAGGED RCE X189
<br />N3°44'50"E
<br />3,00' CMD(E)
<br />COS MON #45 "2N-11" (A) "BASIS OF BEARINGS' (A)
<br />N. 2184507,01 1708,8(
<br />E. 6334886,17 4 _ --
<br />50.
<br />�5 15-15S
<br />R
<br />l
<br />y031 SF
<br />DSC DoE
<br />i
<br />F�
<br />i13.79 5'
<br />tom'"__—"�
<br />240.00' gym)(°E.)
<br />3' CITY
<br />I-F,NDSCD'PE EAS�p MEPJT
<br />h6Q
<br />6; /6I FD, 3/4" IROiN PIPE (D)
<br />3' DEEP
<br />1703,91' (GROUT D)
<br />7
<br />5' CITY
<br />LANDSCAPE EASEMENT
<br />a?
<br />S,F-,N,
<br />PER (E)
<br />1 „ = 40`
<br />REFERS IINCES
<br />(A)
<br />R.S.
<br />35-5
<br />(B)
<br />11.8.P.
<br />30-14
<br /><C)
<br />?
<br />15-167
<br />(0)
<br />R.S.
<br />11-245
<br />(E)
<br />R.S.
<br />15-153
<br />END -
<br />LEG
<br />S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br />R.S. RECORD G SURVEY, 3U04C -
<br />PAGE, S.J.C.R.
<br />P.M. PARCEL i IAP, BOOK -PAGE, S.J.C.F)
<br />LP AAPS &PLATS, VOLUME - Pt\SE S.J.C.R.
<br />o:
<br />O.R. OFFICIAL RECORD, UOOK - PACE, S.J.C.R.
<br />I.N. INSTRUMENT NUMBER, S.J-C.R.
<br />FD. FOUND
<br />SE ARCHED AND FOUND NO FHING
<br />R -0--W RIGHT-OF-Wt,,Y
<br />CA LC. CALCULATED
<br />(NO MEASURED DATA
<br />D.N. DOCUMENT NUMBER,S.J.C.R.
<br />(3 SET 3/4" r. 30" IRON PIPE CAPPED LS 6`939 IN MONUMEiIT WELL
<br />FOUND 3/4" IRON Pif,l CAPPED RCE 8189, IN I O Ui TENT irJELL PER (B)
<br />s FOUND MONUMENT AS NOTED
<br />(� CITY OF STOCKTON CONTROL MONUMENT AS NOTED
<br />IN MONUMENT WELL, STAMPED AS NOTED PER (A)
<br />J SET 3/4" r. 30" IRON PIPE CAPPED LS 6939
<br />COS CITY OF STOCKTON
<br />P.U.E. PUBLIC UTILITY EASEMENT
<br />N. 2159772,24
<br />E, 6341245,39 CALIF. COf DINATES--83, LONE 3
<br />FRONT LOT CORNERS ARE MARKED WITH A CHISELED CROSS SET ON THE
<br />SIDEWALK WITH A BRASS TAG ATTACHED STAMPED L.S. 6939 ON A 3.00 FOOT
<br />EXTENSION OF THE PROPERTY LINE.
<br />REAR LOT CORNERS ARE MARKED ''A'ITH A 3/4" x 30 LONG IRON PIPE
<br />CAPPED L .S. 6939
<br />G
<br />t BASIS OF BEWN.. Sa
<br />r BEARINGS, DISTANCES AND COORDINATES ARE :BASED ON THE
<br />v
<br />CALIFORNIA COORDINATE SYSTEM 83, 70i'1E 3 (EPOCH DATE 1991.35),
<br />A LINE BETWEEN' CITY OF STOCKTON MONUMENTS NO, 135, "4N-1°
<br />AND NO. 45, "21\1-11" 13EARS S63°03'40"W AS CALCULATED FROM
<br />CITY OF STOCKTON 7RAV�RSE CONTROL MONUMENT SURVEY PHASE XIV
<br />/
<br />FILED D FOR RECORD IN BOOK 35 OF SURVEYS, PAGE 5, SAN JOAQUIN COUNTY
<br />RECORDS, ALL DISTANCES ARE GROUND DISTANCES AND MUST :BE MULTIPLIED
<br />BY 0.99994151 TO OBTAIN GRID DISTANCES UNLESS OTHERWISE NOTED.
<br />COS MON #135 04N-1" (A)
<br />N,_ 2125581,17
<br />E, 6330409.56
<br />I -IAEL
<br />D.
<br />FARLEY
<br />LAND SURVE OI
<br />111507 Bt'RCELONA
<br />AVE..
<br />STOCKTON, CA.
<br />95209- - 209-4649-9905
<br />SFIEET 2 OF 2
<br />Tiv9 5-06
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