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1014FD. 314" I.P. WITH PLUG & TACK "RCE 18764" A D Rf S 508 M. 1` 342-21-007 QUE.EN - OC NO. 0922, PARCEL FOUR 0 0 �o N N N ® 369 as o N 6 a `6 N 3 a N N N � oa _ M o -- 3 � a as U � O 3 N Lin jz 370 'v r 360 371 NOTES ALL MEASURED DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. THIS MAP IS BEING FILED IN ACCORDANCE WITH SECTION 8762 OF HE PROFESSIONAL LAND SURVEYORS' ACT. SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF AMAR GUPTA, SEPTEMBER 2015. KRISTINA D. COMERER ---- P.L.S. 6766 DATE:1---- 335 `0 SHEET 2 RIS740M 41 337 342--31--001 GUP7A, rRI)S788 DrJ' a NO 1492978J 339 340 342 343 350 367 EXISTING ROAD 342-20-004 IMPROVEMENTS so �s9 STAR8HASHT PAFTt RSA L.P. HOC NU. 170745a3 342-20-003 4- s9 sus a 366 PARCEL TWO STAR880Hr PARrJVERS� LP ¢ DOS', NO 17074583 365 PARCEL ONE 354 363 N, (N 20r49' W 62.0 20.10'40- W 62.00 372 REFERENCE DATA 373 I 374 r' z o ® R/S BK. 773 MAPS PGS. 7 & 8 (CROSS LAND SURVEYING, INC., o OCTOBER 2003) ® "MAP OF INSPIRATION HEIGHTS MONTA VISTA" BK. "P" MAPS PG. 14 W w- a C4 N i,3 O N 1* o 0o z �z N® olz 0 z DETAIL '8' N. T.S. SEE DETAIL 'B' (J. GEO SMITH, APRIL 1917) I "MAP OF 9th ADDITION MONTH VISTA" BK. "P" MAPS PG. 16 (J. GEO SMITH, APRIL 1917) 1 1 R/S 8K. 740 MAPS PG. 41 (SANDIS HUMBER JONES, JUNE 2001) © R/S BK. 568 MAPS PG. 2 (NOWACK AND ASSOCIATES, INC. DECEMBER 1986) i 1 R/S &K. 142 MAPS PG. 28 (L. CEDRIC MACABEE, JANUARY 1962) © R/S BK. 742 MAPS PGS. 23-25 (BRIAN KANGAS FOULK, AUGUST 2001) © R/S BK. 848 MAPS PG. 13 (JOE L. AKERS, MAY 2011) I R/S BK. 237 MAPS PG. 9 (CHARLES M. ROCKWELL, MARCH 1968) 0 R/S BK. 702 MAPS PG. 21 (EDWARD J. HAHAMIAN, MARCH 1998) © DOC. NO. 17074583 LD DOC. NO. 17184034 375 DOC. N0. 21283325 {t� &AS HERRMANN' NOTES BK. D9 PGS. 16 & 17 (MARCH 1882) A ),// SOUTH WEST CORNER OFW)NORTH WEST QUARTER OF SECTION 22, T. 7 S., R. 2 W. rigM.D.M. AND SOUTHWE T CORNER "P" MAPS 14 A N 00.06'21 " W 89.00 FD. 1-114" I.P. WITH 60D NAIL UP 0.2' AO D • I 1376.00 74%r 40 W Z39 1 gm COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH s1WN 8766 OF E PR FESSIONAL LAND SURVEYORS' ACT THIS DAY OF , 2015. WILLIAM SL,EPNIKOF OUN I RECORDER'S STATEMENT RECORD DE SURVEY LANDS OF GUPTA AND STARBR►GHT PARTNERS, L.P. BEING PORTIONS OF THE MAP ENT►TILED "MAP OF INSPIRATION HEIGHTS MONTA VISTA" FILED IN BOOK "P" OF MAPS AT PAGE 14 AND P.L.S. 5701 THE MAP ENTITLED "MAP OF 9TH ADDITION MONTA VISTA" FILED IN BOOK "P" OF MAPS AT PAGE 16 LYING WITHIN THE CITY OF CUPERTINO SANTA CL4RA COUNTY, CALIFORNIA SCALE: 1 " = 100' SEPTEMBER 2015 r SHEET 1 OF 3 FILED TH14 t DAY OF m 2015, AT 11 : A.M. 1N BOOK KV9 OF MAPS AT PAGES AT THE REQUEST OF CROSS LAND SURVEYING, INC. FILE Ng. 04 1 REGINA ALCOMENDRAS, COUNTY RECORDEF FEE }' .00 8Y DEPUTY 342-20-002 GUPTA, 7'Rb5r9E DOC .NO. J8759027 356 PARCEL ON8 355 Rf S 773 M 7 6 8 352 (N jg 241 40 2 S 225 80 .8 )WAP OF "JRAr10JV HEJOH7S rP"MAPS 141 342-19-003 VJRAY PROP R 08S, LL C D JC' NO. 22024557 316 377 378 V9 DETAIL 'A' Ito, N. T. S. N 89.562,5 w 261 40 FD. 1-114" I.P. WITH N_Str06'24" E 2611.66 A 60D NAIL, UP 0.2' E 2606. t 2) 1 w E BASIS OF BEARINGS THE BEARING OF NORTH 67052`55" WEST ALONG THE CENTER LINE OF PALOMA ROAD AS SHOWN ON HE RECORD OF SURVEY FILED ON AUGUST 6, 2004 IN BOOK 773 OF MAPS AT PAGES 7 AND 8, SANTA CLARA COUNTY RECORDS, WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS SURVEY AND WAS ESTABLISHED BETWEEN FOUND MONUMENTS. N LEGEND 0 INDICATES FD. MONUMENT AS NOTED RJv 142 M 28 O INDICATES SET I" I.P. WITH PLUG & TACK STAMPED %S 6766", UNLESS OTHERWISE NOTED INDICATES THE BOUNDARY OF LAND INCLUDED WITHIN THIS SURVEY ® INDICATES REFERENCE DATA AS NOTED ( ) INDICATES RECORD DATA I.P. IRON PIPE I J2 S.F.N.F. SEARCHED FOR NOT FOUND 1 354 342-18-038 381 66�3 `�40 360 N 27r44'40" W 45.E (N 28'23' W 45.6 K GUPTA 353 DOS NO. l7184��34 352 �� J1 10 359 SHEET 3 Q ,� 342-18-040 a OANDHJ rRLSTEE 4, DOS`: NO 212&3325 93 PARCEL ONE Few EXISTING ROAD h IMPROVEMENTS oAQ '� MAP Or 9M AMMON MONTA V1S7A 2 5 0 A( 8 4 ( 7g•30 ` W 2 5205 2D 3 342-19-001 m Q 2> S7'ARBRI `NT• Lp, R IS B4a M 13 380 38J 4 °� M �'�' s�, D<J" n . 17074583 1� R,S 742 1l1! 23 25 at W) M s2 r 8� ARC L �YVO ,�0t ti �- D 0' W5 to Rf S 702 M 21 != o 0 69 Sig --W--- z R=500.00— R=500.00 S 89'5625" E 2610.40 CALCULATED CORNER AT RECORD CENTER OF DISTANCE FROM W 114 COR. CA r-�-SECTION 2 TOM P fi M. 14 IS SENIOR 1 PER A I *P" " FD. OPEN 3,4" IP, DN. 1.0' A I 2=14'23'21 " L=14`23'07" (28 50 L=125.57 L=125.54 SEE DETAIL C 285.78 (291.50 921.78 (915.90 C 1234.40 (1235.90)© R�S 2V M5 9 I BELIEVE THE RECORD OF 160' FD. 2-1/2" BRASS DISK CROSS LAND SURVEYING, INC. FOR SECTION 68 GOES TO THE WITH NO PUNCH "CITY OF ML2210 MT. PLEASANT ROAD CENTERUNE DUE THE SCALE PI S7DN. OFTHE DRAWING.fiNMON.WELL�}G SAN .LOSE, CA 95148 COUNTY GRID NO.: 95-17-64 & 95-18-64 ar (408) 274-7994 APN: 342-18-038, 342-19-001, 342-20-003, & 342-20-004 PROJECT NO. 15-80 a �3 I ��n61 oz., N co Rf S 56M 2 342-21-007 QUEEN DOS , NJ 13I92233 PARCEL FOUR N 89033 36 E 223.15 WEST (N 89'47'31 " E 223.30 (N 89'47'31 " E 223.19 FD. 3/4" I.P. WITH PLUG (29.7'2)a 29.68- & TACK "RCS 18764 ", (N 37'38' 17" W 29.63)0 UP 0.4' E FD. 3/4" I.P. WITH PLUG- & TACK "RCE 18764; DN. 0.2' FD. 3/4" I.P. Wt7 PLUG & TACK "R+ 18764 ", DN. 0.5' \ / XU / J ,O FD. 3/4" I.P. WITH- PLUG & TACK "PLS 7047", FLUSH Q) 342-20-004 STARRRIGhT PAFTPV5]S, L.P. DOC No. I70745B 3 36B rti sp, so,?w 33s ♦ ,� j0p V. P. z z z S.F.N. = wo a PARCEL 7YYO 0.31, c � AREA '= 6760 A3/4" I.P. WITH PLUG "PLS 7047", DN. 1.0' N 18'52'36" W 44.51 (N 18"43' W 44.50)(9) N 42'23'36" W 47. 1 ' (N 42-14' W 47.00 FD. 3/4" I.P. WITH PLUG "PLS 7047", UP 0.2' 367' 370 1 371 1 372 MAP OF "1RA?101•1 HEIGH 8 jWQ A VISTA "P '"MAPS 14 CROSS LAND SURVEYING, INC. ML2210 SAN� OSE�CAaNT D 95148 orl (408) 274-7994 337 BOUNDARY NOTiES. 1 PARCELS OF LAND ON "P'" MAPS 14 AND "P" MAPS 16 ARE CALLED "SECTIONS". 2 DIMENSIONS SHOWN ON "P" MAPS 14 ARE TO AND ALONG THE CENTERLINE OF ROADS. 3 DIMENSIONS SHOWN ON "P" MAPS 16 ARE TO AND ALONG THE PROPERTY LINE OF ALL ROADS. 4 INDIVIDUAL "SECTIONS" AS SHOWN ON "P" MAPS 14 AND w "P" MAPS 16 OFTEN DO NOT CLOSE ON THEMSELVES BY MANY FEET IN SOME CASES. 33a RIS 740 M, 41 342-31-001 CUP7'A, TRLS7EE DOS NO. 14929731 339 � 340 I �l � 342 111")@ a ­j cif 7,6p 79 39.48" j � D N 79.32 W 95 FD. 3/4" I.P. WIT) PLUG "PLS 7047", DN. 0.7' [D ass KEPT ANGULAR RELATIONSHIP OF LINES AND RECORD DIMENSIONS AND ROTATED FROM POINT OF BEGINNING SO THAT LAST COURSE (EXTENDED) GOES TO SOUTHWEST CORNER OF SECTION 369. 373 GRANT LINE SOLUTION OF CENTERLINE BALBOA ROAD BETWEEN NORTH CORNER OF SECTION 370 AND SOUTHEAST CORNER OF SEA-CF101V-- F, "P" M. 14 0 N N SEE SHEET I FD. 3/4" I.P. WITH LS PLUG & TACK "P 7047", FLUSH DC� 30 gip ROAD N ,9' - , 1 N 8r5704" W 95,04 D N 8T49' W 95.00 B gg.42 ZD.35 3/4" I.P. "PLS 7047" DESTROYED, RESET WITH FD. 3/4" I.P. WITH 1 " I.P., PLUG & TACK PLUG "PLS 7047", "LS 6766", FLUSH IN AC UP 0.2' DQ RD. l�D OF SURVEY LANDS OF GUPTA AND STARBRIGHT PARTNERS, L.P. BEING PORTIONS OF THE MAP ENTITILED "MAP OF INSPIRATION HEIGHTS MONTH VISTA" FILED IN BOOK "P" OF MAPS AT PAGE 14 AND THE MAP ENTITLED "MAP OF 9TH ADDITION MONTA VISTA" FILED IN BOOK "P" OF MAPS AT PAGE 16 LYING WITHIN THE CITY OF CUPERTINO SANTA CLARA COUNTY, CALIFORNIA SCALE: 1 " = 50SEPTEMBER 2015 SHEET 2 OF 3 LEGEND • INDICATES FD. MONUMENT AS NOTED O INDICATES SET 1 " I.P. WITH PLUG 8: TACK STAMPED "LS 6766", UNLESS OTHERWISE NOTED INDICATES THE BOUNDARY OF LAND INCLUDED WITHIN THIS SURVEY INDICATES REFERENCE DATA AS NOTED ( ) INDICATES RECORD DATA I.P. S.F N.F. IRON PIPE SEARCHED FOR NOT FOUND / 342-20-003 S7ARBRr,;W PAR7NE13, L P N DOS NO. 1707'45B3 ®3 PARCEL ONE °p= AREA = 4213 AC, t N� z: 3s5 cr $ 0 Z 364 -N 20' 10'40" W 62.00 (N 20'49' W 62.0)(g) 375 20.00 N 74. (N �4.5 2 40 W W 239 1 376 270.53 (WEST 548.00 377 FD. 3/4" 1. P. WITH PLUG "PLS 7047", FLUSH 353 31 `00'34" E 40.00 a) 31.09' E 40.00 B , 342-20-002 CUPTA, TRUSTEE DOC. -NO. 16759027 PARCEL ONE RIS773M 76 a `rss3� v w? s8 ` ry0 ry0` 363 Af 7921 (N 4W W 223 PROJECT NO. 15-80 FD. 3/4" 1.P. WITH- PLUG & TACK "LS 6766; DN. 1.3' 362 rN 356 82.46' . �v4 ws� J 3r�0 OW 342-20-002 GUPTA, TRUSTEE 356 DO NO 197'59027 PARCEL ONE rs s l 1S, % 355 �8ss p N 1 w N 81�M14 ail .46 �,,W�.117�7.03 I y 82 FD. 314" I.P. WITH WIV ��� PLUG do TACK "LS 6766", DN. 342-20-003 FD. 314" I.P. WITH - tn STARBRICHT PAHTNEFIS, LF- PLUG r^" "Ls DOC. No/7074583 6766" PAR( -EL ONE 363 AREA = 4.213 AC� f oA� 0 362 L R 5p�,g7 Sid V ; 0, 361 R./S773M 7'& 3 mll 20041 055" 41.29 Q4 21'49' W)g s 360 3O�(5 $Z` H; 1 12E 1'1 -82 N $1.53 8 ~" O KEPT ANGULAR RELATIONSHIP OF LINES AND RECORD DIMENSIONS 78g?4p" {y AND ROTATED FROM POINT OF?jam Zf W 22S 80 BEGINNING SO THAT LAST COURSE (EXTENDED) GOES TO SOUTHWEST CORNER OF SECTION 369. 378 E 353 FD. 314" I.P. W1TH- PLUG & TACK "LS--- 6766" N 62'29'47" W 21. 9 (N 61'40' W 20.70 8 (19.00 C /P 352 �' ?S FD. 514" I.P. WITH �? PLUG & TACK "LS (h 6766" s9. Wyse � s4 RIS 142 1]Il. 20 FD. OPEN 3/4" I. P., DN. 0.4' �® '"I82.E 00 W� 123_0 5.F.N.F. c N 59'09' 13" W 7X12(N 61-31 ' W 50.00 �N 60`20' 18" W 71.32 N 61'31'00" W 71.32 L ( S.F.N.F. 342-18-038~ ry ry �ry GUPrA DOa NO 17104034 AREA = 1.179 AC. f 12A 7 Jl /R=25.00 Y, N 73'05' 9" W 37. �=124'02' 181 LQ \ L=54. 'd R=25.00 E L 0=126.52' 12" 00 L=55.3 AT Z " 10 r � 0.00 ® Op'V N 34'03'08" E 355..422 L N 671'5255" W 30.00 (N 69`00'00" W 26.00)L N 89'58' 17 E f 8.00 L N 67'52'55" W (R) 25.00 (N 89`58' 17" E 14.05 (25.00) B L N 22'00'00" W 25.QO w, ti.. C L �hh 359 IIIIII,, ^v fv ,. • V IV V GRANT LINE SOLUTION OF ,S hryh �� ��,� �` 342-18-040 C'ANf�1- TATEE CENTERLINE BALBOA ROAD 4 h o O ^a b Dom NoO, 212r33325 BETWEEN NORTH CORNER PARCEL ONE OF SECTION 370 AND , SOUTHEAST CORNER OF ? ry SECTION F, "I M. 14 W '�?rB,1° 3 .6.A g0 2 C C13S DO (N 78"00'00" W 9 50)( MAP OF 9TH ADDITION N �3p a � �r30 28� MONTA V13rA ss•32 ci 99• s9 ry • "F"MAPS 16 w;75.w r�s.so 50) c o 64, N 2704440" W 45 60 342-19-003 (N 28 23 W 45.6)(K VIIHAY PF1oPERT15S, LLC DO( NO 22024557 2 6N 79. 0 W 2W 20520 3 (N 8�35 W aW 8O. A1AP o1W' P1 P1HATl0N HEICH rS o Os 2R o. oo g 1y1ohTA VSTA 00Q 342-19-001 n s, ^ t M STARBRIGPI7 PAM145TE, L.P. P 1�1AP5 14 o a Doa No. 17074533 ,6:. �' "' PARCEL TWO �' N EA = 6.768 A C± S�.-tSn F • J SEE SHEET I h c. ,,,0 SQ- RECORD OF SURVEY LANDS OF GUPTA AND STARBRIGHT PARTNERS, L.P. BEING PORTIONS OF THE MAP ENTITILED OMAP OF INSPIRATION HEIGHTS NONTA VISTA" FILED IN BOOK "P" OF MAPS AT PAGE 14 AND FD. OPEN 314" THE NAP ENTITLED ONAP OF 9TH ADDITION MONTA VISTA" I.P., UP:;�p ' FILED IN BOOK "P" OF MAPS AT PAGE 16 LYING WITHIN THE CITY OF CUPERTINO NORTH 25.00 SANTA CLARA COUNTY, CALIFORNIA SCALE. 1 " = 50' SEPTEMBER 2015 N 84.30'00" W 3� oa SHEET 3 OF 3 N 82'00'00" E 28.50 (A)M BOUNDARY NOTES: f PARCELS OF LAND ON "I MAPS 14 AND "P" MAPS 16 ARE CALLED "SECTIONS". 2 DIMENSIONS SHOWN ON "P" MAPS 14 ARE TO AND ALONG THE CENTERLINE OF ROADS. 3 DIMENSIONS SHOWN ON "P" MAPS 16 ARE TO AND ALONG THE PROPERTY LINE OF ALL ROADS. 4 INDIVIDUAL "SECTIONS" AS SHOWN ON "P" MAPS 14 AND "P" MAPS 16 OFTEN DO NOT CLOSE ON THEMSELVES BY MANY FEET IN SOME CASES. FD. 2-1/2" BRASS DISK WITH NO PUNCH "CITY OF CUPERTINO LS 5797" DN. 0.6' 1N MON. WELL tr} LEGEND 977 • INDICATES FD. MONUMENT AS NOTED ,°' O INDICATES SET 1" I.P. WITH PLUG & TACK "LS �' STAMPED 6766'; UNLESS OTHERWISE NOTED INDICATES THE BOUNDARY OF LAND INCLUDED " WITHIN THIS SURVEY a INDICATES REFERENCE DATA AS NOTED ( ) INDICATES RECORD DATA rrO^ I.P. IRON PIPE S.F.N.F. SEARCHED FOR NOT FOUND (R) RADIAL �1 G AA 6374,59 ROA ,��0 1.8pA � �g E�a� rov (S HELD BEGINNING POINT OF THIS LINE A T 49.30 FEET FROM SOUTH CORNER 68 OF SECTION 5ti ryOry. 4 00 ''jh R-15.00 ,L= f 54`5T00 "} L=40.57 J ry�a�ry' 00. Oil ,rye ,.y9 e �ry61h �Z� \00,,19.66 (f 9.63 •� S �yry G (S 48'01 '21 EE)) G ¢ �` g` D. 314" I.P. WITH PLUG "RCE 13318", UP 0.4' FD. 2-112" BRASS DISK WITH NO PUNCH "CITY OF CUPERTINO LS 5797�" DN. 0.5' IN MON. WELL [Cz �It FD. 2-1/2" BRASS DISK WITH NO PUNCH "CITY OF CUPERTINO LS 5797" DN. 0.6' IN MON. WELL RIS 343 M. 13 CROSS LAND SURVEYING, INC. �L22 10 MT. PLEASANT ROAD SAN JOSE, CA 95148 (408) 274-7994 PROJECT NO. 1 S-80