|
17—S-17
<br />FD BOLT & WASHER IN
<br />MONUMENT WELL (F)
<br />o
<br />CURVE TABLE
<br />I
<br />I
<br />DELTA
<br />RADIUS
<br />W
<br />co
<br />— — —O—
<br />L6
<br />� — L2�-�._�
<br />514.68'
<br />244.12'(M)
<br />S.J.C.R.
<br />(E)
<br />RECORD OF SURVEY, BOOK 17, PAGE 17,
<br />o0
<br />00
<br />C2
<br />FD BOLT & WASHER IN
<br />I
<br />244.34'(M)
<br />MONUMENT WELL (F)
<br />I
<br />244'(Calc. F)
<br />C3
<br />FD 1 " IRON PIPE, NO TAG,
<br />1352.21 '
<br />195.45'(M)
<br />UNKNOWN ORIGIN
<br />89'57'40"
<br />20.00'
<br />31.40'(M)
<br />FD 2" O.D. IRON PIPE, NO TAG
<br />L11
<br />N66'26'00 "E
<br />(1 1/4" IRON PIPE TAGGED
<br />I
<br />N81 '55'00 "E
<br />"LS 2239" PER (D)) v
<br />LO
<br />7—S—s3
<br />S89'31'30"E
<br />123.65'
<br />L14
<br />S61 ' 15'00 T
<br />41.15'
<br />L 15
<br />N88'45'00 "E
<br />25.00'
<br />L16
<br />N58'45'00 "E
<br />35.64'
<br />117
<br />589'.31'30T
<br />30.00'
<br />� z
<br />FD BOLT & WASHER IN
<br />MONUMENT WELL (F) I
<br />FD 1 " IRON PIPE, NO TAG
<br />s•
<br />(3/4" IRON PIPE TAGGEDo'o,
<br />"L.S. 7269" PER CR -20-165)
<br />17—S-17
<br />FD BOLT & WASHER IN
<br />MONUMENT WELL (F)
<br />o
<br />CURVE TABLE
<br />S.J.C.R.
<br />�
<br />2
<br />DELTA
<br />RADIUS
<br />W
<br />co
<br />C1
<br />10'3442 "
<br />1322.21 '
<br />244.12'(M)
<br />S.J.C.R.
<br />(E)
<br />RECORD OF SURVEY, BOOK 17, PAGE 17,
<br />o0
<br />00
<br />C2
<br />10'35'18"
<br />I
<br />244.34'(M)
<br />THIS SHEET
<br />R/W
<br />RIGHT—OF—WAY
<br />244'(Calc. F)
<br />C3
<br />J
<br />1352.21 '
<br />195.45'(M)
<br />I�
<br />89'57'40"
<br />20.00'
<br />31.40'(M)
<br />0
<br />0
<br />Ool�v
<br />c�o�Z
<br />FD BOLT & WASHER IN
<br />MONUMENT WELL (F)
<br />D STREET
<br />— 15.
<br />00
<br />00
<br />to
<br />00
<br />06
<br />to
<br />C4 43�03"W�R�
<br />—L8
<br />R
<br />POCK LANE
<br />S 17' 1922"E 1111.14
<br />�-' 596.46'--
<br />p ` Lam- 9 •
<br />L10
<br />0`II i I "
<br />FD 3/4 IRON PIPE, NO TAG
<br />I II II i (TAGGED "L.S. 2368" PER (C))
<br />125' S 1 T 50'56 "W 26.67' FROM CORNER
<br />�I
<br />EDGE OF RIPARIAN HABITAT � i I
<br />Io i i I EXISTING HINGE POINT OF DUCK CREEK
<br />144
<br />v�IEDGE OF RIPARIAN HABITAT
<br />r V
<br />PARCEL 2
<br />�O i �' 321,868 SF
<br />7.39 ACRES
<br />r ,
<br />r r
<br />v i 100�6 RIGHT—OF—WAY EASEMENT PER BOOK 2831 OF
<br />r I OFFICIAL RECORDS, PAGE 31, S.J.C. 0
<br />i I
<br />01
<br />L1
<br />L1
<br />PARCEL 1 -�-
<br />675,936 SF
<br />15.52 ACRES I�
<br />I
<br />II
<br />II �
<br />i
<br />EDGE OF RIPARIAN HABITAT
<br />II I
<br />Ism
<br />i ao
<br />EXISTING HINGE POINT OF DUCK CREEK
<br />I i
<br />i to
<br />i
<br />RIGHT—OF—WAY EASEMENT PER BOOK 2831 OF
<br />OFFICIAL RECORDS, PAGE 31, S.J.C.R.
<br />i
<br />lig
<br />25'�t
<br />II �
<br />I�
<br />Ii
<br />II
<br />I'
<br />II �
<br />1
<br />II
<br />N 17' 16'57"W
<br />I
<br />23—S-182 I 7—S-319
<br />I
<br />k: \j20-2747 3009 pock lane development \dwg \mapping \pm \20-2747 pm sht 3
<br />546.60'(M)
<br />596.56'(M) 598.51 '(Calc. B)
<br />4/30/2024 10:26 AM
<br />S 17 17'23 "E 672.04
<br />FD 3/4" IRON PIPE, NO TAG
<br />(TAGGED "L.S. 2368" PER (C))
<br />671.9
<br />U
<br />N
<br />0
<br />LO
<br />m
<br />io
<br />U.-
<br />�o
<br />!n
<br />0
<br />FD 3/4" IRON PIPE, NO TAG
<br />(TAGGED "L.S. 2368" PER (C)) \ p
<br />NOTES. -
<br />1.
<br />TES:1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br />2. THIS MAP REFERS TO APPROVED TENTATIVE MAP PA -2400052.
<br />3. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR
<br />VOLUME PRECEDES PAGE.
<br />4. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CONTAINS A WITNESS CORNER
<br />ARE FROM LOT CORNER TO LOT CORNER.
<br />5. PARALLEL TO DUCK CREEK, A NATURAL OPEN SPACE AREA FOR RIPARIAN
<br />HABITAT AND WATERWAY PROTECTION SHALL BE MAINTAINED TO PROVIDE
<br />NESTING AND FORAGING HABITAT AND THE PROTECTION OF DUCK CREEK. THE
<br />MINIMUM WIDTH OF SAID OPEN SPACE SHALL BE 100 FEET, MEASURED FROM
<br />THE MEAN HIGH—WATER LEVEL OF THE NATURAL BANK OR 50 FEET BACK OF
<br />DUCK CREEK, WHICHEVER IS GREATER. THIS PARCEL MAP IS SUBJECT TO THE
<br />PROVISIONS OF A NOTICE OF MINOR SUBDIVISION RESTRICTION RECORDED
<br />ON AS DOCUMENT NO. %02,tf — 0.3 (e2L°!!% .
<br />SAN JOA IN OUNTY RECORDS.
<br />FD 3/4" IRON PIPE, NO TAG
<br />(TAGGED "L.S. 2368" PER (C))
<br />10—S-9
<br />0 100 200
<br />SCALE: r -100'
<br />PARCEL MAP
<br />BEING A SUBDIVISION OF LOT 4 AND A PORTION OF
<br />LOTS 3 AND 5 AS SHOWN ON THAT CERTAIN MAP
<br />ENTITLED "MAP OF HEWLETT TRACT" FILED FOR
<br />RECORD IN BOOK 4 OF MAPS AND PLATS, AT PAGE
<br />34, SAN JOAQUIN COUNTY RECORDS AND LYING IN
<br />A PORTION OF THE NORTHWEST QUARTER OF
<br />SECTION 47 OF THE C.M. WEBER GRANT
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />— - FEBRUARY, 2024
<br />0)%bRTHSTAR ENGINEERING GROUP, INC.
<br />620 12th Street, Modesto, CA 95354
<br />(209) 524-3525
<br />MONUMENT LEGEND.-
<br />-0—
<br />EGEND:—O— SET 3/4" x 30" IRON PIPE, TAGGED LS 9857, U.O.N.
<br />—e— SET 25.00' WITNESS CORNER 3/4" x 30" IRON
<br />10—S-9 PIPE, TAGGED LS 9857, U.O.N.
<br />—�— FOUND MONUMENT AS NOTED.
<br />—OO — FOUND MONUMENT IN MONUMENT WELL AS NOTED.
<br />(A)
<br />CURVE TABLE
<br />S.J.C.R.
<br />NO.
<br />DELTA
<br />RADIUS
<br />LENGTH
<br />C1
<br />10'3442 "
<br />1322.21 '
<br />244.12'(M)
<br />S.J.C.R.
<br />(E)
<br />RECORD OF SURVEY, BOOK 17, PAGE 17,
<br />245'(Colc. F)
<br />C2
<br />10'35'18"
<br />1322.21 '
<br />244.34'(M)
<br />THIS SHEET
<br />R/W
<br />RIGHT—OF—WAY
<br />244'(Calc. F)
<br />C3
<br />08' 1653"
<br />1352.21 '
<br />195.45'(M)
<br />C4
<br />89'57'40"
<br />20.00'
<br />31.40'(M)
<br />PUBLIC UTILITY EASEMENT
<br />L11
<br />N66'26'00 "E
<br />31.42'(G)
<br />(A)
<br />RECORD OF SURVEY, BOOK 35, PAGE 5,
<br />S.J.C.R.
<br />(B)
<br />"MAP OF HEWLETT TRACT", 4—M&P-34,
<br />S.J.C.R.
<br />(C)
<br />RECORD OF SURVEY, BOOK 10, PAGE 9,
<br />S.J.C.R.
<br />(D)
<br />RECORD OF SURVEY, BOOK 7, PAGE 63,
<br />S.J.C.R.
<br />(E)
<br />RECORD OF SURVEY, BOOK 17, PAGE 17,
<br />S.J.C.R.
<br />(F)
<br />FIELD BOOK, BOOK 689, PAGES 57 & 58, S. J. C. S. R.
<br />(G)
<br />RESOLUTION, BOOK 3518—O.R.—PAGE 467, S.J.C.R.
<br />LEGEND:
<br />SFN
<br />SEARCHED, FOUND NOTHING
<br />W.C.
<br />WITNESS. CORNER
<br />U.O.N.
<br />UNLESS OTHERWISE NOTED
<br />(A)
<br />SEE REFERENCES THIS SHEET
<br />(M)
<br />MEASURED
<br />(R)
<br />RADIAL BEARING
<br />C18
<br />CURVE DATA, SEE CURVE
<br />L5
<br />TABLE THIS SHEET
<br />L18
<br />LINE DATA, SEE LINE TABLE
<br />S72'40'07"W
<br />THIS SHEET
<br />R/W
<br />RIGHT—OF—WAY
<br />M&P
<br />MAPS & PLATS
<br />PM
<br />PARCEL MAPS
<br />S
<br />RECORD OF SURVEY
<br />D.N.
<br />DOCUMENT NUMBER
<br />P.U.E
<br />PUBLIC UTILITY EASEMENT
<br />BASIS OF BEARINGS:
<br />LEGEND: cont.
<br />LINE TABLE
<br />NO.
<br />BEARING
<br />LENGTH
<br />L 1
<br />S 17' 1922"E
<br />185.03'(M)
<br />L2
<br />S 171 922 "E
<br />140.00'(M)(D)
<br />L4
<br />S 17719'22"E
<br />140.00'(M) (D)
<br />L5
<br />N72'40'43"E
<br />336.14'(M)(D)
<br />L6
<br />S72'40'07"W
<br />45.22'(M)
<br />L7
<br />S17'19'22"E
<br />124.10'(M)
<br />L8
<br />N72'43'03"E
<br />45.00'(M)(G)
<br />L9
<br />N72'40'38"E
<br />25.00'
<br />L10
<br />N42'00'00 "E
<br />36.2 1 '
<br />L11
<br />N66'26'00 "E
<br />103.03'
<br />L 12
<br />N81 '55'00 "E
<br />140.93'
<br />L13
<br />S89'31'30"E
<br />123.65'
<br />L14
<br />S61 ' 15'00 T
<br />41.15'
<br />L 15
<br />N88'45'00 "E
<br />25.00'
<br />L16
<br />N58'45'00 "E
<br />35.64'
<br />117
<br />589'.31'30T
<br />30.00'
<br />LEGEND: cont.
<br />SJCO
<br />SAN JOAQUIN COUNTY
<br />S. J. C. R.
<br />SAN JOAQUIN COUNTY RECORDS
<br />S. J. C. S. R.
<br />SAN JOAQUIN COUNTY
<br />SURVEYOR'S RECORDS
<br />CL
<br />CENTERLINE
<br />EX
<br />EXISTING
<br />SF
<br />SQUARE FEET
<br />TYP
<br />TYPICAL
<br />FD
<br />FOUND
<br />COR.
<br />CORNER
<br />SEC.
<br />SECTION
<br />CR
<br />CORNER RECORD, S.J.C.S.R.
<br />I.N.
<br />INSTRUMENT NUMBER
<br />C. 0. S.
<br />CITY OF STOCKTON
<br />O.R.
<br />OFFICIAL RECORDS
<br />Calc.
<br />CALCULATED FROM RECORD
<br />A COURSE OF NORTH 1778'54" WEST BETWEEN CITY OF STOCKTON GPS MONUMENTS
<br />No. 386 AND No. 412, AS CAL CULA TED FROM COORDINATES SHOWN ON THAT
<br />CERTAIN MAP FILED IN BOOK 35 OF SURVEYS, AT PAGE 5, S. J. C. R., WAS USED AS A
<br />BASIS FOR ALL BEARINGS SHOWN ON THIS MAP. ALL DISTANCES SHOWN ARE GROUND.
<br />TO OBTAIN GRID DISTANCE MULTIPLY GROUND DISTANCE BY 0.99993776.
<br />SHEET 3 OF 3
<br />
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