|
FD 3-1/2" BRASS DISK, STAMPED "DIVISION OF HIGHWAYS
<br />T.3N., R.6E, SECTIONS 9/10/15/16" IN CONCRETE
<br />T.3N, R.6E MONUMENTVVELL PER (A) AT SECTION CORNER, CITY OF v5ff[L ou R
<br />LODI GRID DESIGNATION: P1090(E)(F)(G) TI?3R-197
<br />M. D. B. & M. / I I 3-M&P-47
<br />9 SEC. 10
<br />SEC.
<br />§ - - - -4 �__ //� NORTH LINE SECTION 15 1321.60'(M)1321.70'(F)(G) N89521'52"W
<br />lf67
<br />Eff
<br />C!
<br />Ln
<br />r_r
<br />N89021'52"W 1321.57'(M)
<br />4.07'(M) r- I
<br />---1
<br />L 7 427.50'(M)(G)
<br />N89021V20"vVV 750.98'
<br />7
<br />E CALFRANS
<br />7 C37 FUTUR�
<br />�3 C3 SFN SAN C
<br />M56_M8T___N_86';_21 20"W 61 L2 N1(jHlF-0lr_—'vVAY
<br />L8 6 __6 64wo—L57 L4
<br />8.00, C39�)
<br />SFN
<br />FD 3/4" REBAR TAGGED L.S. 6376,---_l
<br />z
<br />NO RECORD,
<br />5J8" IRON ROD TAGGED L.S. 8630 PER (G),
<br />w ui Z
<br />3
<br />3/4" REBAR W/CAP RCE I2067 PER (E'(H)
<br /><
<br />(A)
<br />LU
<br />(B)
<br />0
<br />(C)
<br /><co
<br />LL LU
<br />(D)
<br />0
<br />n
<br /><
<br />(A)
<br />l to
<br />(B)
<br />vi
<br />(C)
<br />22 -PM -176, S.J.C.R.
<br />(D)
<br />0
<br />n
<br />23-Pt,1-98, S.J.C.R.
<br />(F)
<br />()10
<br />(0)
<br />Z
<br />I
<br />co
<br />Li -
<br />:D
<br />INSTRUMENT NUMBER
<br /><
<br />10
<br />0
<br />14'55'53"
<br />C38
<br />S.J.C.R.
<br />Pte.
<br />—VVEST LINE SECTION 15
<br />DOCUMENT NUMBER
<br /><
<br />RADIAL BEARING
<br />AND CITY LIMIT LINE
<br />HIGH DENSITY RESIDENTIAL
<br />FD
<br />FOUND
<br />-RS-
<br />RECORD OF SURVEY, BOOK,
<br />6
<br />S126,
<br />10' P.U.E.
<br />SFN
<br />SEARCHED, POUND NOTHING
<br />1--------------------5$9'18'43"E -______- - - 665.71"--
<br />/
<br />- - .
<br />. . -------------------
<br />'Al. C.
<br />WITNESS CORNER
<br />co
<br />INSIDE DIAMETER
<br />I.P.
<br />IRON PIPE
<br />RCE
<br />REGISTERED CIVIL ENGINEER
<br />L.S.
<br />LICENSED SURVEYOR
<br />PLS
<br />PROFESSION LAND SURVEYOR
<br />VIL
<br />00
<br />LL
<br />Lo
<br />'t
<br />0
<br />IF
<br />Lu
<br />(A)
<br />37 -RS -50, S.J.C.R.
<br />(B)
<br />vi
<br />(C)
<br />22 -PM -176, S.J.C.R.
<br />(D)
<br />0
<br />n
<br />23-Pt,1-98, S.J.C.R.
<br />(F)
<br />()10
<br />(0)
<br />Z
<br />I
<br />31.10'
<br />Li -
<br />:D
<br />INSTRUMENT NUMBER
<br /><
<br />10
<br />0
<br />14'55'53"
<br />C38
<br />S.J.C.R.
<br />z
<br />DOCUMENT NUMBER
<br /><
<br />RADIAL BEARING
<br />(f)
<br />HIGH DENSITY RESIDENTIAL
<br />J:1017\17-039
<br />tu
<br />(n
<br />D.N. 2003-181033
<br />CITY OFF LODI
<br />or �P�
<br />FO 3/4" REBAR TAGGED L.S. 6376,
<br />NO RECORD,
<br />3/4" REBAR W1r'AP RCE 32067 PER (H),
<br />NOT SHOWN ON (E) AS SET
<br />N89"21'52"n 427.50I(M)(G)
<br />\_FD 3/4" !.ROD TAGGED "BAUMBACH & PIAZZA ELSON PLS 7889",
<br />PER (D)(F)
<br />FD S.J. CO. BOLT & WASHER IN MONUMENT WELL PER (A)(F),
<br />AT SECTION CORNER, CITY OF LODI GRID DESIGNATION: T1090
<br />1TH71EST GATEWAY NOf 'IT HLSURJEYIr,lrj�LNIAPP!r1(3\F[�IAL MAP\R1-2117-039 Hd U2 SNC 2.LA7G
<br />1321-10I(M)(D)'(F)
<br />1WIT 1%
<br />WO[LLnL FMCODRER,
<br />UVOT, �
<br />43-.M&,P- 18
<br />w
<br />P_
<br />OR
<br />1/4 114 SECTION LINE
<br />FD 3/41' REBAR WICAP RCE 32067 PER (6)(E)'(F),-Il/
<br />DESTROYED DURING CONSTRUCTION OF THE
<br />EXTENSION OF WESTGAT E DRIVE FOR (D)
<br />A
<br />9.93I(M)
<br />SCALE: 1"=100'
<br />REFERENCES:
<br />(A)
<br />37 -RS -50, S.J.C.R.
<br />(B)
<br />43-tA&P-96, S.J.C.R.
<br />(C)
<br />22 -PM -176, S.J.C.R.
<br />(D)
<br />43-M&P-15, S.J.C.R.
<br />(E)
<br />23-Pt,1-98, S.J.C.R.
<br />(F)
<br />26-PNI-38, S.J.C.R.
<br />(0)
<br />37 -RS -162, S.J.C.R.
<br />(H) 26-P1,01-29, S.J.C.R.
<br />Lu (J) 34-RS-110,3A.C.R.
<br />�0
<br />LEGEND:
<br />0 FOUND MONUMENT AS NOTED.
<br />ci
<br />FOUND 3/4" !RON ROD STAMPED
<br />"BAUMBACH & PIAZZA ELSON PLS
<br />7889" PER (D) IN MONUMENT WELL,
<br />UNLF� HERWISE NOTED.
<br />7, 0 SET 3/4" I.D. X 24" LONG I.P. TAGGEI
<br />L.S. 8159
<br />SET 3/4" I.D. X 24" LONG I.P.TAGGEI
<br />L.S. 8159 IN MONUMENT WELL
<br />(M) MEASURED DISTANCE. ALL
<br />DISTANCES ARE MEASUPED UNLElc
<br />NOTED OTHERWISE.
<br />a5\V10�1c
<br />m (D)nTfoo
<br />Timu-T Hco) ' I
<br />43—hl&P-96
<br />TRACT NO. 3976
<br />SUBDIVISIONS OF SAN JOAC!UIN COUNTY
<br />GATEWAY NORTH, UNIT NO. 2
<br />BEING ALL OF THAT PARCEL AS DESCRIBED IN DOCUMENT
<br />NO. 2017-062272, SAN JOAQUIN COUNTY RECORDS,
<br />LYING IN THE NORTHWEST QUARTER OF SECTION 15,
<br />TOWNSHIP 3 NORTH, RANGE 6 EAST,
<br />MOUNT DIABLO BASE AND MERIDIAN,
<br />CITY Or LODI, SAN JOAQUIN COUNTY, CALIFORNIA
<br />MAY, 2018 SCALE: 1"=100'
<br />M am MCR ENGINEERING, INC.
<br />1242 DUPONF COURT
<br />%WR MANTECA, CA 95336
<br />ENGINEERIN TEL: (269)2y39-66
<br />209 ) 239 - 6229
<br />NOTES: 12025MUGGINDIUM FAX: (209)239-8839
<br />1. ALL LOT CORNERS: SET 3/4" I.D. X 24" LONG I.P. TAGGED L.S. 8159 UNLESS
<br />OTHERWISE NOTED.
<br />2. killi FNESS CORNERS: FRONT LOT CORNERS, SET 314" I.D. X 24" I.P. TAGGED L.S.
<br />8159 ON' LOT LINE AT OFFSET INDICATED. REAR CORNERS: SET 3/4' I.D. X 24"
<br />LONG LP. TAGGED L.S. 8159 014 LOT LINE AT OFFSET INDICATED.
<br />3. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN A,./vITNE-SS
<br />CORNER ARE FROM LOT CORNER TO LOT CORNER.
<br />4. REFER TO CITY OF LODI TENTATIVE MAP NO. 17-23.
<br />5. PROJECT CONTAINS 107 RESIDENTIAL LOTS, LOT "A" FOR FUTURE HDR
<br />DEVELOPMENT, LOT "B" FOR NEIGHBORHOOD PARK, LOT "C" FOR
<br />RIGHT-OF-V\lAY DEDICA FION TO CALTRANS, AND LOT I'D" FOR A LANDSCAPE
<br />LOT ON 33.70 ACRES GROSS.
<br />6. REQ)UIR_RMENTS OF THE LODI MUNICIPAL CODE FOR THE DEDICATION OF
<br />RIGH PS-OF-VIAY, EASEMENTS, ABANDONMENT OF Ui\IDERGROUND TANKS AND
<br />WE I -I - S, PAYNIENT OF FEES AND INSTALLATION OF OFF-SITE STREET
<br />IMPROVEMENTS AND Ul iLl NESS HAVE NOT BEEN NIET AT THIS TIME AND MUST-
<br />BE
<br />USTBE MET PRIOR TO DEVELOPMENT OR ISSUANCE OF A BUILDING PERMIT OR
<br />WHEN REQUESTED BY THE CITY.
<br />7. THE P.U.E. DEDICATION TO THE CITY OF LODI GIVES THE CITY, OWNERS OF
<br />PUBLIC UTILITIES, AND OWNERS OF CABLE TV FRANCHISES THE RIGHT TO
<br />ACCESS, CONSTRUCT, MAINTAIN, INSPECT, REPAIR, REPLACE, REMOVE, AND
<br />OPERATE THEIR FACILITIES IN THE P.U.E.'S. NO BUILDINGS OR STRUCTURES
<br />SHALL BE CONSTRUCTED NOR SHALL ANYTHING BE PLANTED 1,NITHIN THE
<br />EASEMENT WHICH WOULD INTERFERE VVITH THE USE OR OPERATION OF
<br />PUBLIC UTILITIES IN THE EASEMENT.
<br />8. ALL REFERENCES 10 SAN JOAQUIN couNrY RECORDS AND BOOK OR VOLUME
<br />PRECEDES PAGE.
<br />P.U.E.
<br />PUBLIC UTILITY EASEMENT
<br />C. R.
<br />CORNER RECORD
<br />S.J.C.R.
<br />SAN JOAQUIN COUNTY RECORDS
<br />114.73'
<br />RESTRICTED ACCESS
<br />-t,jl&P-
<br />MAPS AND PLATS, BOOK, PAGE,
<br />O.R.
<br />OFFICIAL RECORDS
<br />C36
<br />S.J.C.R.
<br />s 34.01'14�'55'53"
<br />L6
<br />31.10'
<br />N74-25'27"VV
<br />I.N.
<br />INSTRUMENT NUMBER
<br />-PM-
<br />PARCEL MAP, BOOK, PAGE,
<br />27-62'
<br />14'55'53"
<br />C38
<br />S.J.C.R.
<br />D.N.
<br />DOCUMENT NUMBER
<br />(R)
<br />RADIAL BEARING
<br />HDR
<br />HIGH DENSITY RESIDENTIAL
<br />FD
<br />FOUND
<br />-RS-
<br />RECORD OF SURVEY, BOOK,
<br />PAGE, S.J.C.R.
<br />SFN
<br />SEARCHED, POUND NOTHING
<br />VV. E.
<br />CITY WALL EASEMENT
<br />'Al. C.
<br />WITNESS CORNER
<br />I.D.
<br />INSIDE DIAMETER
<br />I.P.
<br />IRON PIPE
<br />RCE
<br />REGISTERED CIVIL ENGINEER
<br />L.S.
<br />LICENSED SURVEYOR
<br />PLS
<br />PROFESSION LAND SURVEYOR
<br />BASIS OF BEARINGS:
<br />THE WEST LINE OF SECTION 15,'FOWNSHIP 3 NORTH, RANGE 6 EAST, MOUNT DIABLO BASE
<br />AND MERIDI AI,j, B�,I�P
<br />11 ESi,I(DRTH00010'41"WES'l",ASDEPICTED ONTHAT CERT Alia ivIAPFILED
<br />FOR RECORD IN BOOK 260 OF PARCEL MAPS PAGE 33, CAN JOAQUIN COUNTY RECORDS.
<br />BEARINGS, DISTANCES AND COORDINATES ARE PAGE
<br />ONTHE Nll,1'11683 CALIFORNIA
<br />COORDINATE SYSTEM, ZONE Ili ,GCS83). ALL DISTANCES ARE GROUND LEVEL DISTANCES
<br />AND musT BE I'VIULTI '99952, 0 1-0 OBTAIN GRID DISTANCES.
<br />CURVE TABLE
<br />CURVE
<br />RADIUS
<br />LENGTH
<br />DrElTA
<br />C 1 1
<br />370.00'
<br />114.73'
<br />17
<br />C34
<br />430.0-01,
<br />49.48'
<br />1�6��460)0
<br />.35,36
<br />C36
<br />130.50'
<br />s 34.01'14�'55'53"
<br />L6
<br />31.10'
<br />N74-25'27"VV
<br />L3
<br />31.10'
<br />C37
<br />106.001
<br />27-62'
<br />14'55'53"
<br />C38
<br />138.50,
<br />36.09'
<br />14055'53"
<br />LE")
<br />9 8 TOOr
<br />25.547
<br />4-5575�
<br />LINE TABLE
<br />LINE
<br />LE—N—GTH
<br />_6_[RECTION
<br />LINE
<br />LENGTH
<br />Ll
<br />37.14'
<br />S00'09'23"E
<br />L5
<br />52.43'
<br />-DIRECTION-
<br />N8902120"W
<br />L2
<br />52.31'
<br />1\189°21'20"W
<br />L6
<br />31.10'
<br />N74-25'27"VV
<br />L3
<br />31.10'
<br />N74'2527"W
<br />L7
<br />21.00'
<br />300°10'41'E
<br />L4
<br />8.00,
<br />I S00'09'23"E
<br />L8
<br />8.00,
<br />S00'10'41"E
<br />4,3
<br />SHEET 2 OF 4 SHEETS I
<br />
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