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4 2 Li 400P L19 13
<br /> 2636.74' (2636.75')(1) ,,,- ESP, N1/4 SEC 24 2636.73' (2636.75')(1) FD 3/4" IP IN PLOWED
<br /> FIELD IP IS OPEN AND
<br /> FD NAIL IN 4"X4" WOOD :103T AT S 88'54'13" E 5273.47' DOWN 3.5' BELOW
<br /> SOUTHERLY SIDE OF ROAD, ACCEPTED (S 88 54 17 E 5273.50')(1) SECTION LINE SURFACE, ACCEPTED AS
<br /> SEC 24, PER (1)
<br /> CD AS NORTHWEST CORNER OF SEC 24^^Q (S 89'24'30" E 5278.00')(3) -�-' NORTHEAST CORNER OF
<br /> 0
<br /> Lo
<br /> II c � T
<br /> N ov ^ 35 S 114 1`�
<br /> n Lo 00I N
<br /> T- N oNo W N � 11� - --------- co -------------------- I 1
<br /> 35 S 114 �Ln LooN0 cn ���1�� \� ^^N -----------� `�
<br /> �nLn o N to oo in ^
<br /> W W C N I� cD cD
<br /> ��a, Wo SECTION ���'/ � � � � �
<br /> ESTABLISHED TRUE o cv LINE ((�N N N `D c° N o
<br /> CENTER SEC 23 BY N N!�U gg/i/ o A N N
<br /> O ;`� Nw
<br /> 11 S 149 USING RECORD DATA o a r� ��5�;.' 0 21 PM 13
<br /> PER (1) AND FOUND 0 0 0 ''E 1/' o o
<br /> SECTION CORNERS AS , z z o g ESTABLISHED 1/4
<br /> SHOWN (S 88-38'48" E)(1) v�z 6�? (N88-55'10"W 2639.23')(1) CENTER o 0
<br /> S 88'38'47" E 2657.34 �/ COR BY SINGLE N88'55'18"W 2639.22' (N88'55'10"W 2639.768'
<br /> '� PROPORTION f N88'55 18 W 2639.68 � Lo W w
<br /> N
<br /> / 1373.57' (1373.30')(1) �� / 1319.84' 1319.84' N o N o
<br /> T 19.5'(1)
<br /> r7 USED RECORD INFORMATION ESTABLISHED
<br /> 0-00
<br /> PROPERTY 1/4 SEC FROM 35 M 114 AND FOUND co �'
<br /> LINE o0 Co°' LINE SECTION CORNERS TO `r °' EAST 1/4 COR o 0 0
<br /> 26 M 140 ESTABLISH THIS LINE. o 0 268.53' '/i �' BY SINGLE Z
<br /> 26 M 140 (Dcoo PROPORTION
<br /> w w 107.93' `(o FD "RM 190"
<br /> o "POINT A" ,[5 L6 L7 ,/ �.�� PER (1)(5) 0 35 S 114
<br /> 114.01'(5) 4- .� SEE BOUNDARY // I �8 -/I' �g'I2 9'><1) N 0° Ln SEC 19
<br /> o NOTE. ''E 8 cD
<br /> �..' I -' L9 ��40 g1 Z j W co
<br /> o z 'o,�3��E ^^N T2S R5E
<br /> ro
<br /> C14 _j
<br /> 1 '
<br /> Co t T SECTION LINE
<br /> oi SW COR SEC 19, SNF;
<br /> _ RANGE LINE
<br /> STATE HIGHWAY PER"(1 5 0" o N o -�� ESTABLISHED USING RECORD
<br /> ---L - -��( __ ►_ - o W i "POINT B", INFORMATION FROM 35.M 114
<br /> ROUTE 205- o
<br /> V) (D M i SEE BOUNDARY ROTATED CLOCKWISE 0 0 03 .
<br /> S 84'49'57" E 143.76
<br /> (S 84'4942" E 143.80 ) - - - 1 1 TH STREET N , NOTE /
<br /> STA 153+25 (5) 44 9'57" -
<br /> --- _ _ 0�
<br /> ' N 83.01 6 `a, E 3669.81 - --_ __ z SNF o N89'35'36"W
<br /> LANDS OF Pt)M80 ------__ _ _
<br /> a) ( ) � N 3414 OR ;!s3 - �- ----
<br /> /' Co (oo .71' S89.37'26 E S89'37'26"E L13 °N�°N^^
<br /> 24 S 100 N N _ R=10083 100.00 00 / /
<br /> 1/4 SEC `V ,� .1 N PLEASE:= SEE &3'44'26" 650.00 SNF ,�, o o PUNCH SET IN CONIC
<br /> LINE o FD 2 BRASS DISK W/ n SHEET': 4-6 FOR PARCEL A PARCEL B L=658.31' W o 0
<br /> -� rn PUNCH STAMPED �'� SNF N 00 0o IN MON WELL NEAR
<br /> " MORE DETAILED 56.63 ACRES± 6.99 ACRES± M w � �'o N N OFF RAMP FROM HWY
<br /> CALIFORNIA DIVISION OF LANDS OF POMBO PARCEL C
<br /> " BOUNDARY & R ">< LANDS OF POMBO � N o 205 & GRANT LINE
<br /> 13 PM 148 -/' N HIGHWAYS RM ### , AS PARCEL
<br /> 3 EASEMENT 57.07 ACRES± No N C,4 INSTRUMENT N0. N o o ROAD, CITY OF TRACY
<br /> SHOWN N INFORMATION z 88089837 & PARCEL I,o 0 0
<br /> M o cv ao ch.Cn
<br /> J ,�<v GPS 2, PER 30 S 18
<br /> ti
<br /> SEC 23 LANDS OF POMBO S v 30 SURVEYS 43
<br /> /- 00
<br /> ESTABLISHED $ z
<br /> SEC 2.3 //- (n PARCEL II.
<br /> 3 PM 114 SOUTH 1/4 SEC 24 SEC 30
<br /> SNF SNF �^��h;�
<br /> COR SEC 23 SECTION LINE INSTRUMENT N0.
<br /> N88'56'28"W 835.64' ^`°' I N °J T2S R5E
<br /> BY SINGLE 88089837 _LANDS OF WSID
<br /> PROPORTION 383 DEEDS 215 FRAC ES± - ' 1 V)
<br /> � \1 ` LAMMERS ROAD ► �,
<br /> WIDTH VARIES ' '1 o
<br /> 2643.195' 2643.195' J 2641.70'(11-:5) (2641.70')(1) (2.641.61')(2) (2642.25')(3) 2642.22'(13) (2642.26 )(1) (2642.14')(2) (2642.25')(3) II N
<br /> N88'41'04"W 5286.39' MON TO MON FD 1" IRON PINrn
<br /> FD 2" 0 BRASS DISK W/ CHISELED "+" MARKED RE (2641.65')(4) IP TO IRON PIN (2642.16')(4) IRON PIN TO SEC COR � 1 v
<br /> (52€16.38')(1) (52.86.49')(14) (5288.00')(11) SECTION LINE SEC 26 ACCEPTED AS .� 1 (D A 34 S 81
<br /> 93?? (LAST TWO CHARACTERS ILLEGIBLE), IN HOLE, FD 1" IP W'/ PLASTIC PLUG SECTION LINE N1/4 COR SEC N 88-56'23" W 5283.92 TOTAL (13)
<br /> DN 0.6' BELOW AC IN CENTER OF ROAD ACCEPTED SEC 26 (N 88'56'03" W 5283.96')(1) NE COR OF 25 �� 1i u)
<br /> AS SW COR SEC 23 PER (1)(14) STAMPED "LS 5340" DN 0.5' 25, Lo
<br /> I U!
<br /> BOUNDARY RESOLUTION NOTES ACCEPTED AS NW COR SEC (1)(2)(3)(4)(13) (N 89'24''51" W 5283.810')(4) 0.74 1 0) 11 N
<br /> 25, HEAD APPEARS SPREAD ( 5283.8l')(4)
<br /> THE NORTHERLY BOUNDARY ALONG HIGHWAY 205 AND 11TH OUT BY HAMMERING, ,� rn 00 11to
<br /> OD
<br /> STREET WAS ESTABLISHED BY RECORD DATA PER THE PROBABLY SAME PIPE AS FD 1 1/4" IP, OPEN oo 1 U,
<br /> BASIS OF BEARINGS RIGHT-OF-WAY DEED RECORDED IN BOOK 1505 OF SHOWN ON 24 PM 6 BENT SLY DN 2' (o 1 N
<br /> THE CALCULATED BEARING SOUTH 7'17'15" EAST BETWEEN THE TWO FOUND OFFICIAL RECORDS AT PAGE 345 THE MAP RECORDED IN (1)(2)(4)(1:;0(13)(14) PER (1)(2)(4)(13) Lq `VN 1 .�
<br /> CITY OF TRACY GPS MONUMENTS, GPS 2 AND GPS 11, AS SAID MONUMENTS BOOK 3 OF PARCEL MAPS AT PAGE 193, THE MAP Ln .�
<br /> ARE SHOWN ON THE RECORD OF SURVEY RECORDED IN BOOK 30 OF RECORDED IN BOOK 35 OF SURVEYS AT PAGE 114, AND SEC 25 T2S R4E °' W
<br /> SURVEYS AT PAGE 18 WAS USED AS THE BASIS OF ALL BEARINGS SHOWN THE STATE HIGHWAY MAPS. WE FOUND AND LOCATED
<br /> ON THIS MAP. ALL DISTANCES SHOWN ARE GROUND DISTANCES IN FEET AND THE SECTION CORNERS AT THE SOUTHWEST, SOUTHEAST o
<br /> FD 3 4" I P W ^00 0
<br /> DECIMALS THEREOF. AND NORTHEAST CORNERS OF SECTION 23, AND THE T / NN
<br /> NORTHWEST CORNER OF SECTION 24. THESE POINTS ARE PLASTIC PLUG " Z80)
<br /> co 0 o FOUND BOLT IN
<br /> SHOWN ON THE MAP RECORDED IN BOOK 35 OF SURVEYS STAMPED PLS 4858 r , 0 o MON BOX ON
<br /> AT PAGE 114. OUR MEASUREMENTS ARE CONSISTENT WITH DN 1' PER (4)(13) cn LINNE ROAD NEAR
<br /> THOSL SHOWN ON THE LAST SAID MAP AND WE USED THIS INTX W/ CORRAL
<br /> RECORD LINE DATA PER(l) LINE TABLE MAP TO ESTABLISH THE LOCATION OF THE STATE HIGHWAY 19 S 34Z-4- HOLLOW ROAD,
<br /> No. BearingLength LINE BEARING LENGTH AT A POINT NORTHWEST OF OUR BOUNDARY, FOR FD 3 4" IP,
<br /> REFERENCES CITY OF TRACY
<br /> L1 S 89'27'11" E L1 S 89'27'08" E 382.25 PURPOSES OF THIS DISCUSSION WE WILL CALL IT "POINT LEGEND (1) 35 SURVEYS 114 OPEN DN 1.6'�N GPS 11, PER 30
<br /> L2 N 85'24'44" E L2 N 85'24'47" E 272.16 A". SEE MAP. AC ASPHALTIC CONCRETE FOUND MOUNUMENT AS (2) 3 PARCEL MAPS 193 ACCEPTED AS E S 18
<br /> C CALCULATED NOTED 1 4 COR SEC
<br /> L3 N 74'10'45" E L3 N 74'10'48" E 291.62 WE ALSO USED THE RECORD INFORMATION PER THE MAP IN CONC CONCRETE (3) 6 SURVEYS 28 /
<br /> L4 N 67'5309E 455.41 DOC NO DOCUMENT NUMBER (4) 31 SURVEYS 76 25, U.0.
<br /> ' "
<br /> L4 N 67'53'06" E BOOK 35 OF SURVEYS AT PAGE 114 TOGETHER WITH THE
<br /> L5 N 82'20'12" E L5 N 82'20'15" E 265.80 FOUND SECTION CORNERS TO ESTABLISH THE SOUTHWEST DN DOWN (5) STATE OF CALIFORNIA, DIVISION OF HIGHWAYS MAP,
<br /> L6 N 89'33'17" E 214.62 CORNER OF SECTION 19. WE FOUND AND LOCATED THE ESP ESTABLISHED BY SINGLE_ PROPORTION ROUTE 205, POST MILE 2.5 SHEET 9 - 12, OF 37, DATED
<br /> L6 N 89'33'14" EEAST 1/ CORNER OF SECTION 25. WE ESTABLISHED THE FD FOUND JUNE 12, 1972. SCALED TO GROUND USING SCALE FACTOR
<br /> L7 S 79'29 43 E 240.88 HWY HIGHWAY p SET 3/4" IP 1.00007.
<br /> L7 S 79'29'46" E �, EAST LINE OF SECTION 24 BY CONNECTING A LINE INST INSTRUMENT W PLASTIC 6 TATE OF CALIFORNIA, DIVISION OF HIGHWAYS MAP,
<br /> L8 S 72'14 38 E 375.60 BETWEEN THESE TWO CORNERS. WE USED RECORD DATA / ( ) `
<br /> L8 I S 72'14'41" E L9 N 70'32'33" E 376.46FROM THE PARCEL MAP IN BOOK 3 OF PARCEL MAPS AT
<br /> INTX INTERSECTION PLUG ROUTE 5, PAGES 22-24 OF 49, DATED MARCH 1, 1954. PARC . L MAP
<br /> L9 N 70'32'30" E L10 N 65'49'33" E 428.53 PAGE 193 TO CREATE THE BOUNDARY LINE AT THE IP IRON PIPE STAMPED "LS SCALED TO GROUND USING SCALE FACTOR 1.00007
<br /> L10 N 65'49'30" E Ll l S 63'18'54" W 823.09 SOUTHWEST CORNER OF THE INTERSECTION OF 11TH M MAP 5797" (7) 21 PM 13 LANDS 0 POMBO
<br /> Lll S 63'18'51" W 822.77' L12 N 04`29'10" W 368.31 STREET AND LAMMERS ROAD. WE USED THIS INFORMATION MON MONUMENT (8) INSTRUMENT NO 88089837
<br /> TO ESTABLISH THE LOCATION OF THE EASTERLY END OF NTS NOT TO SCALE (9) 30 S 43
<br /> L12 N 04'28'28" W 368.44' L13 S 81'15'22" E 127.83 THE CURVE ON THE SOUTH SIDE OF 11TH STREET HAVING OR OFFICIAL RECORDS (10) 34 S 81 BEING A SUBDIVISION OF A PORTION OF SECTION 24, TOWNSHIP 2
<br /> L12 N 04'30'42" W 368.17' (5)(C) L14 S 21'20'28" E 161.71 A RADIUS OF 10,083.71 FEET, FOR PURPOSES OF THIS S SURVEY ( )11 11 S 149 SOUTH, RANGE 4 EAST MT. DIABLO BASE LINE AND MERIDIAN, MORE
<br /> DISCUSSION WE WILL CALL THIS "POINT B". SNF SEARCHED FOR NOT FOUND PARTICULARLY DESCRIBED AS PARCEL II IN THAT CERTAIN LOT LINE
<br /> L13 N 81'43'54" W (2) WSID WEST SIDE IRRIGATION DISTRICT (12) 19 S 34 ADJUSTMENT FILED FOR RECORD ON OCTOBER 17, 1988 AS INSTRUMENT
<br /> L141N 21'49'00" W (2) "POINT B" IS AN ANGLE POINT IN THE SOUTHERLY W/ WITH (13) 24 PM 6 NO. 88089837 OF OFFICIAL RECORDS, SAN JOAQUIN COUNTY, TOGETHER
<br /> U.0. UNKNOWN ORIGIN (14) 26 M 140 WITH THE STRIP OF LAND DESCRIBED IN THAT CERTAIN DIRECTOR'S DEED
<br /> BOUNDARY OF THE RIGHT-OF-WAY DESCRIBED IN BOOK
<br /> 1505 OF OFFICIAL RECORDS AT PAGE 345. NOW WE HAVE 0 DIAMETER RECORDED ON JULY 17, 1970 IN BOOK 3414 OF OFFICIAL RECORDS AT
<br /> TWO POINTS OF THE OLD STATE HIGHWAY. IF WE LOOK AT PAGE 33, SAN JOAQUIN COUNTY, STATE OF CALIFORNIA
<br /> THE OLD RIGHT-OF-WAY MAP WE CAN SEE IT WAS
<br /> GRAPHIC SCALE STRAIGHT BEYOND THIS CURVE TO THE WEST. USING THE CITY OF TRACY SAN JOAQUIN COUNTY CALIFORNIA
<br /> RECORD DATA IN THE DEED AND THE STATE LINE LEGEND
<br /> 500 0 250 500 1000 2000 RIGHT-OF-WAY MAPS WE PROJECTED THE RIGHT-OF-WAY - SEPTEMBER 2006
<br /> WESTERLY AND OFFSET IT THE APPROPRIATE DISTANCE. EASEMENT
<br /> THEN WE POSITIONED THE RECORD DATA BY HOLDING 11" 1`IBKF B K F E N G I N E E R S
<br /> FIXED TO "POINT B" AND ROTATING IT SUCH THAT THE BOUNDARY LINE OF SUBDIVISION �■ 255 SHORELINE DRIVE, SUITE 200
<br /> ( IN FEET ) NORTHERLY SIDE COINCIDED WITH "POINT A"' REDWOOD CITY, CA 94065
<br /> 1 inch = 500 ft. PROPERTY LINE E �Wlru ll
<br /> SHEET 3 OF 6
<br />
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