FND BD IN MW R1 R4
<br />FND BD IN MW R4 (BOLT R3) (0.25 NORTH OF CL PESCADERO R4)
<br />(0.21 EAST OF INT. R6) MACARTHUR _DRIVE_ _
<br />• - - - -� -
<br />S0'22' 1"W 2641,90 M -M
<br />I
<br />v 18 AM 65
<br />W
<br />25 PM 125
<br />r 39 PM 76 z
<br />ICF) 32 S 178
<br />W w N
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<br />CD
<br />UCJ)
<br />r -
<br />I _ tin -
<br />CF) 00
<br />P_ARAD_ISE ROAD _ °' co
<br />N89'33'43"W 660.18' LOT 53 PER R8 FND BD IN MW R1- •
<br />37.00' TRIP PER R7 (1" PIN R4)
<br />30.00' i 7 -
<br />SET IP AT R/W PER R7 & R8
<br />{
<br />I 10' GAS PIPELINE ESMT
<br />515 OR 351 I
<br />II I
<br />o I I I L24
<br />nr co
<br />N
<br />II
<br />N
<br />II {
<br />I
<br />a I I I PART A, PARCEL ONE
<br />CD
<br />jD.N. 2009-054755 (R5)
<br />co v w I L26
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<br />L10
<br />BASIS OF BEARINGS:
<br />THE BEARING OF SOUTH 89' 37' 56" EAST, TAKEN ON THE CENTER LINE
<br />OF PESCADERO AVENUE AS SHOWN ON THAT CERTAIN PARCEL MAP
<br />FILED FOR RECORD ON JULY 11, 2008, IN BOOK 24 OF PARCEL MAPS
<br />AT PAGE 195, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN
<br />AS THE BASIS FOR ALL BEARINGS SHOWN HEREON.
<br />NOTES:
<br />THIS SURVEY IS BEING FILED TO CONFORM WITH THE REQUIREMENTS OF
<br />SECTION 8762 OF THE PROFESSIONAL LAND SURVEYOR'S ACT.
<br />ALL DISTANCES SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF.
<br />ALL REFERENCES USED ARE SAN JOAQUIN COUNTY RECORDS, UNLESS
<br />OTHERWISE NOTED.
<br />ALL DISTANCES MEASURED, UNLESS OTHERWISE NOTED,
<br />SEE BOUNDARY RESOLUTION NOTE ON SHEET 1
<br />C)
<br />w I I
<br />L6
<br />L7
<br />APPROX.=
<br />t
<br />Li
<br />U 2----,,
<br />Z
<br />I
<br />Cc i
<br />?�
<br />w�
<br />I
<br />J
<br />CENTER LINE
<br />ci-
<br />,n
<br />r
<br />I APPROX. CL POLE LINE ESMT C,4
<br />z
<br />DOCUMENT NUMBER
<br />(T) =
<br />I 160 OR 250
<br />ESMT =
<br />it
<br />L7
<br />cc
<br />cn
<br />FND =
<br />FOUND
<br />N1'22'07"W
<br />150.70'
<br />IP =
<br />1
<br />54.80'
<br />L10
<br />(M) -
<br />MEASURED
<br />10' GAS PIPELINE ESMT
<br />515 OR 351
<br />I
<br />M -M =
<br />iI
<br />S5'27'37"E
<br />MP =
<br />MAPS & PLATS
<br />ilF(N88-52'08"E
<br />N89°33'43"W 67 11.04' (T) MM
<br />I
<br />{
<br />-
<br />MONUMENT WELL
<br />24.00'
<br />6710,84' R4)1
<br />{
<br />130.00'
<br />L16
<br />OR =
<br />{
<br />L17
<br />S84'32'23"W
<br />PARCEL �
<br />37.00'(R6)
<br />SET IP AT R/W PER R6
<br />27 PM 16 - -- r
<br />R1 =
<br />REFERENCE NUMBER
<br />(TYPICAL)
<br />L20
<br />N89'33'37"W
<br />10.00'
<br />S89'33'43"E 2089.68'(M)(R6)
<br />LEGEND:
<br />LOT 53
<br />NO'22'04"£ 1326.10' (NO -12'30"W 1325.4' R2)
<br />1296.10'
<br />L21
<br />L20 ;
<br />PT A
<br />M 'c>
<br />N
<br />=� N
<br />co
<br />L18
<br />J
<br />0
<br />A015REVIADONS:
<br />PARCEL MAP,
<br />BOOK
<br />U �Q uQi
<br />APPROX.=
<br />APPROXIMATE
<br />R/W =
<br />RIGHT OF WAY
<br />BD =
<br />BRASS DISC
<br />(R) =
<br />RADIAL BEARING
<br />CL =
<br />CENTER LINE
<br />(100' R1) =
<br />RECORD DIMENSION
<br />D.N. =
<br />DOCUMENT NUMBER
<br />(T) =
<br />TOTAL
<br />ESMT =
<br />EASEMENT
<br />L7
<br />cc
<br />cn
<br />FND =
<br />FOUND
<br />N1'22'07"W
<br />150.70'
<br />IP =
<br />IRON PIPE
<br />54.80'
<br />L10
<br />(M) -
<br />MEASURED
<br />L11
<br />N84'32'23"E
<br />M -M =
<br />MONUMENT TO MONUMENT
<br />S5'27'37"E
<br />MP =
<br />MAPS & PLATS
<br />N84'32'23"E
<br />53.30'
<br />MW =
<br />MONUMENT WELL
<br />24.00'
<br />L15
<br />NRM =
<br />NON RECORD MONUMENT
<br />L16
<br />OR =
<br />OFFICIAL RECORDS
<br />L17
<br />S84'32'23"W
<br />PM =
<br />PARCEL MAP
<br />N1'22'07"W
<br />69.00'
<br />R1 =
<br />REFERENCE NUMBER
<br />(TYPICAL)
<br />L20
<br />RRSP = RAILROAD SPIKE
<br />NON -FILED SURVEY
<br />EGP 1547 TRACY, LLC BY RJH R8
<br />r r D.N. 2017-115712 - -
<br />NO'47'23"E 711.00' (NO'12'E R3 R5)
<br />PART A, PARCEL TWO
<br />D.N. 2009-064755 (R5)
<br />LOT 54
<br />Ln 10 MP 44
<br />PART B
<br />L14 D.N. 2009-064755 (R5)
<br />NO'47'23"E 711.00'
<br />NO'47'23"E 711.00'
<br />1296.85'
<br />N0.22'04"E 1326.85' (No'12'30"W 1326.1' R2) CHRISMAN ROAD
<br />(AS REALIGNED BY 27 PM 16, WIDTH VARIES)
<br />FND BD IN MW, NRM "- BOUNDARY OF SUBJECT PROPERTY
<br />• PARCEL LINES
<br />(RRSP R1 R4) - - - - - - OTHER LINES OF POSSESSION
<br />- - - - -- FORMER LINES OF POSSESSION
<br />N8835'25"E 550.89' M M - Y MONUMENT LINES
<br />(N 88'3528"E 550.87' Rl) O _--FOUND MONUMENT, AS NOTED DIMENSION /TIE LINES
<br />I (N88'01'34"E 550.91' R4) O SET 3/4"x18" IRON PIPE & CAP, LS 6627
<br />FND SD IN MW, NRM
<br />(RRSP R1 R4)
<br />PARADISE ROAD
<br />Z:\2021\A21738--1\DWG\SURVEY\Mn='PING',,A21738-1-�0S.dwg 10-20-22 08:48:52 AM glamb
<br />LOT CORNER PER R8I S0'22'04"W 20.00'
<br />-LOT 52 LOT 50
<br />..- - -
<br />NO -22'04"E RS - - - - -
<br />LOT 53 ; LOT 51
<br />� � I
<br />PARCEL MAP,
<br />BOOK
<br />U �Q uQi
<br />R2
<br />UNIT NO. 1 OF PESCADERO COLONY
<br />Q I ori
<br />10, MAPS AND PLATS, PAGE 4
<br />ui
<br />00
<br />0
<br />L3
<br />00
<br />3
<br />L4
<br />w
<br />Iro
<br />CD
<br />1
<br />1
<br />°
<br />L6
<br />Nl'22'07"W
<br />00
<br />L7
<br />cc
<br />cn
<br />5.00'
<br />L8
<br />N1'22'07"W
<br />(N89'35'50"W R8) �I
<br />N89'37'35"W 660.18'
<br />E. �
<br />SET IP AT LOT CORNER PER RSI)
<br />LOTS 1
<br />1- - LOT 56 - -
<br />Zn
<br />�cr_
<br />rr,
<br />r• co
<br />CD
<br />CD
<br />00
<br />Zco
<br />cn
<br />NO'22'04"E 7.33'
<br />R=37.60'
<br />D=38'05'34"
<br />L=25.00'
<br />N38'14'57"E (R)--\
<br />R=37.60'
<br />D=52'32'26"
<br />L=34.48'
<br />R=57.60'
<br />D=31'25'53"
<br />L=31.60'
<br />N �
<br />0
<br />CQ C7
<br />C.0 <0
<br />o
<br />O ;n
<br />r-
<br />0
<br />SET IP AT LOT CORNER PER R5
<br />r w
<br />PARCEL MAP
<br />27 PM 15
<br />REFERENCES:
<br />R1
<br />PARCEL MAP,
<br />BOOK
<br />24, PARCEL MAPS, PAGE 195
<br />R2
<br />UNIT NO. 1 OF PESCADERO COLONY
<br />BOOK
<br />10, MAPS AND PLATS, PAGE 4
<br />R3 RECORD OF SURVEY, BOOK 5, SURVEYS, PAGE 2
<br />R4 PARCEL MAP BOOK 8, PARCEL MAPS, PAGE 13
<br />R5 GRANT DEED D.N. 2009---064755
<br />R6 PARCEL MAP BOOK 27, PARCEL MAPS, PAGE 16
<br />R7 GRANT DEED D.N. 2012-174176
<br />R8 UNFILED SURVEY BY RICHARD JAMES HICKENBOTTOM ON FILE AT KIER & WRIGHT
<br />1
<br />1
<br />R=57.60'
<br />D=5912'07"
<br />L=59.52'
<br />R=47.60'
<br />D=90'38'00"
<br />L=75.30' R3 R5
<br />i
<br />L-N59'21'30"E (R)
<br />u.,
<br />LO
<br />h
<br />cm
<br />.00
<br />1
<br />1
<br />LOT 56
<br />000 :D LQ
<br />LO
<br />�co 0
<br />U C] csa
<br />to
<br />0- a
<br />� � W
<br />U
<br />LOT 56
<br />NO'22'04"E 1320.72'
<br />z
<br />0
<br />0 40 80 160 240
<br />Scale 1 " = 80'
<br />LINE TABLE
<br />LINE #
<br />DIRECTION
<br />LENGTH
<br />L1
<br />S89'33'43"E
<br />20.15'
<br />L2
<br />Nl'22'07"W
<br />205.28'
<br />L3
<br />S89'33'37"E
<br />32.90'
<br />L4
<br />S1'22'07"E
<br />81.90'
<br />L5
<br />S89'33'37"E
<br />26.90'
<br />L6
<br />Nl'22'07"W
<br />81.90'
<br />L7
<br />N89'33'37"W
<br />5.00'
<br />L8
<br />N1'22'07"W
<br />150.70'
<br />L9
<br />N89'33'37"W
<br />54.80'
<br />L10
<br />Nl'22'07"W
<br />148.60'
<br />L11
<br />N84'32'23"E
<br />111.20'
<br />L12
<br />S5'27'37"E
<br />6.00'
<br />L13
<br />N84'32'23"E
<br />53.30'
<br />L14
<br />N5'27'37"W
<br />24.00'
<br />L15
<br />S84'32'23"W
<br />53.30'
<br />L16
<br />S5'27'37"E
<br />6.00'
<br />L17
<br />S84'32'23"W
<br />110.40'
<br />L18
<br />N1'22'07"W
<br />69.00'
<br />L19
<br />N89'33'37"W
<br />92.20'
<br />L20
<br />N89'33'37"W
<br />10.00'
<br />L21
<br />SO'47'23"W
<br />124.90'
<br />L22
<br />S40'38'53"W
<br />42.30'
<br />L23
<br />S67'40'23"W
<br />53.60'
<br />L24
<br />Sl'21'23"W
<br />153.10'
<br />L25
<br />S89'33'37"E
<br />172.50'
<br />L26
<br />S1'22'O7"E
<br />254.42'
<br />RECORD PER R3 R5
<br />LINE #
<br />DIRECTION
<br />LENGTH
<br />L1
<br />N89°51'00"E
<br />20.0'
<br />L2
<br />Nl'57'30"W
<br />205.3'
<br />L3
<br />N89'51'00"E
<br />-
<br />L4
<br />S1 *57'30"E
<br />-
<br />L5
<br />N89'51'00"E
<br />-
<br />L6
<br />N1'57'30"W
<br />-
<br />L7
<br />N89'51'00"W
<br />-
<br />L8
<br />N1'57'30"W
<br />-
<br />L9
<br />S89'51'00"W
<br />-
<br />L10
<br />N1'57'30"W
<br />-
<br />L11
<br />N83'57'00"E
<br />-
<br />L12
<br />S6'03'00"E
<br />-
<br />L13
<br />N83'57'00" E
<br />-
<br />L14
<br />N6`03'00"W
<br />-
<br />L15
<br />S83'57'00"W
<br />-
<br />Ll6
<br />86'03'00"E
<br />-
<br />L17
<br />583'57'00"W
<br />-
<br />L18
<br />Nl'57'30"W
<br />-
<br />L19
<br />N89'51'00"W
<br />-
<br />L20
<br />N89'51'00"W
<br />-
<br />L21
<br />SO'12'00"W
<br />-
<br />L22
<br />S40'03'30"W
<br />-
<br />L23
<br />S67'05'00"W
<br />-
<br />L24
<br />SO°46'00"W
<br />-
<br />L25
<br />S89'51'00"E
<br />-
<br />L26
<br />51'57'30"E
<br />254.4'
<br />j _
<br />LOT 57
<br />RECORD OF SURVEY
<br />OF THE PROPERTY DESCRIBED IN THAT CERTAIN GRANT DEED
<br />RECORDED APRIL 30, 2009, AS DOC. NO. 2009-064755, S.J.C.R.
<br />WITHIN RANCHO EL PESCADERO
<br />CITY OF TRACY -SAN JOAQUIN COUNTY --CALIFORNIA
<br />OCTOBER, 2022
<br />KIER & WRIGHT
<br />" CIVIL ENGINEERS & SURVEYORS, INC.
<br />2850 Collier Canyon Road Phone (92 5) 245-8788
<br />Livermore, California 94551 Fax (925) 245-8796
<br />JOB: NO. A21738-1 www,kierwright.com SHEET 2 OF 2 SHEETS
<br />
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