Laserfiche WebLink
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 <br />❑ m r r� In <br />pp <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 <br />� ;n - <br />m a, <br />00I <br />c I `z <br />CD <br />C1 <br />❑ ca <br />Q <br />I <br />I L2 <br />L <br />IL-�_- 4 <br />I I� <br />J <br />aj J <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 />