Loading...
B0770P0028XOWNER'S STATEMENT We hereby state that we are the owners of or have some right, title or interest in and to the real property included within the subdivision shown on the map; that we are the only persons whose consent is necessary to pass a clear title to said real property; that we hereby consent to the making of said map and subdivision as shown within the distinctive border line. We also hereby dedicate to public use easements for any and all public service facilities including poles, wires, conduits, gas, water, heat mains and oil appurtenances to the above, under, upon, or over those certain strips of land designated as "P.U.E." (Public Utility Easement). The above mentioned public utility easements to be kept open and free from buildings and structures of any kind except public service structures, irrigation systems and appurtenances thereto, lawful fences and all lawful unsupported roof overhangs. The Public Utility Easement "P.U.E." shown hereon is solely for the purpose of providing utilities to the land within the distinctive border. We also hereby dedicate to public use easements for sidewalk purposes and appurtenances thereto and the right to construct, install, use, repair, replace and maintain a public sidewalk on or over those certain strips of land designated and delineated as Sidewalk Easement. We also hereby dedicate to public use easements for emergency access purposes over land within the distinctive border line along all driveways and drive aisles as they may exist from time to time. AS OWNER: CTC Funding LLC, a California Limited Liability Company NAN TI TL AS OWNER: Civic Park G, LLC, a California Limited Liability Company 1101 NAME: TI TLE: AS TRUSTEE: Old Republic Title Company L NAME: —T-A TI TLE: V i e AS BENEFICIARY: WACHOMA BANK, NATIONAL ASSOCIATION, a National or Banking Ass . 'on, S sor y Merger to First Union National Bank BY: NAME: TITLE: TRACT NO. 9535 CONSISTING OF SEVEN SHEETS BEING A SUBDIVISION OF PARCEL A, B & D AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON DECEMBER 27, 1976 IN BOOK 385 OF MAPS AT PAGES 47 & 48 AND ALSO PARCEL 2 AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON AUGUST 9, 1974 IN BOOK 344 OF MAPS AT PAGE 11, SANTA CLARA COUNTY RECORDS AND LYING IN THE CITY OF CUPERTINO COUNTY OF SANTA CLARA STATE OF CALIFORNIA APRIL, 2004 KIER & WRIGHT w CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard, Building 22 Santa Clara, California 95054 SURVEYOR'S STATEMENT This map was prepared by me or under my direction and is based upon a field survey in conformance with the requirements of the Subdivision Map Act and local ordinance at the request of CTC Funding LLC on April 12, 2004. 1 hereby state that this Final Map substantially conforms to the approved or conditionally approved tentative map, if any; that the survey is true and correct as shown; that all monuments are of the character and occupy the positions indicated, or that they will be set in such positions on or before April 12, 2005; that the monuments are, or will be, sufficient to enable the survey to be retraced. Date ¢- - 12 - 0�-- 94JIMMIN 1411M A soils report has been prepared for this site by Advance Soil Technology, Inc., File No. 03171—S dated February 17, 2003. CITY CLERK'S STATEMENT I hereby state that this map, designated as Tract No. 9535, consisting of seven sheets, was approved by the City Coun 1I of the City. of Cupertino at a meeting of said council held on the�tC&-day of.... 14 2004 and that said council did accept the dedication of all ash ements offered for dedication a shown on said map within said subdivision by Resolution No.� Date Aw , ; DD4 YC�� WAAZA, Kin- Marie Smith City Clerk and ExOfficio Clerk of the City of Cu—�ertino §V CITY ENGINEER'S STATEMENT { I hereby state that I have examined the within Tract Map; that the subdivision is substantially the same as it appeared on the tentative mop and any approved alteration thereof and that all provisions of the Subdivision Map Act and any local ordinances applicable at the time of approval of the tentative map have been complied with and I am satisfied that said map is technically correct. Date .5 •• Wit' • 0f" --��C.tuu use Ralph A. Qualls, Jr., R.C.E. No. 2�04 City Engineer �,, City of Cupertino, California Registration Expires: 9-30-05 PLANNING COMMISSION'S STATEMENT This map is consistent with the Tentative Map approved by the Planning Commission Resolution No.,, TM-2002--02 dated May 19, 2003. This subdivision is subject to all the conditions inposed on it as a result of the approval of application dated July 30, 2003. Steve Piasecki Director of Planning City of Cupertino t� RECORDER'S STATEMENT Fee4.20 OD File this _0 t day of JC4 n_C a0 , Accepted for record and filed in Book 770 of Maps at Pages Santa Clara County Records, this 4/ day of tZi"i & , 2004, at I f — P M. at the request of Kier and Wright, Civil Engineers and Surveyors. Brenda Davis, County Recorder Santa Clara County, California By: CV . Deputy 770 a�- ISER: cbeach I: INAL MAP\FM-PHASEI. dwq APRIL 12, 2004 2: 36 PM SHEET 1 OF 7 Acknowledgement State of California SS. County of Santa Clara On Avh ( (j 2004 before me, the undersigned, a notary public in and for said state, personally appeared proved to me on the tosis of satisfactory evidence to be the person(s) whose name is/ore subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my handmmp Notary's Signature 4611h Printed Notary's Name ]?Q ffl__ pt��i'.. Notary's Principal Place of BusinessA Expiration of Notary's Commission Na'� •d� Notary Commission No. 13351'tt� Acknowledgement State of California SS. County of Santa Clara TRACT NO. 9535 CONSISTING OF SEVEN SHEETS BEING A SUBDIVISION OF PARCEL A, B & D AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON DECEMBER 27, 1976 IN BOOK 385 OF MAPS AT PAGES 47 & 48 AND ALSO PARCEL 2 AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON AUGUST 9, 1974 IN BOOK 344 OF MAPS AT PAGE 11, SANTA CLARA COUNTY RECORDS AND LYING IN THE CITY OF CUPERTINO COUNTY OF SANTA CLARA STATE OF CALIFORNIA APRIL, 2004 KIER & WRIGHT w CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard, Building 22 Santa Clara, California 95054 On Apot 114 2004 before me, the undersigned, a notary public in and for said state, personally appeared T'ho ma s a..' U LIJ proved to me on the basis of satisfactory evidence to be the person(s) whose name is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacit ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand Notary's Signature LA. I ' Printed Notary's Name kyd ffidiflMeAt* Notary's Principal Place of Business 59A64 C.fara C.0ift4y Expiration of Notary's Commission Notary Commission No. 14 72W5 Acknowledgement ........... State of fto+ormoa SS. County of S �'i 146, I,W On okY t , 2004 before me, the undersigned, a notary public in and for said state, personally appeared proved to me on the basis of satisfactory evidence to be the person(s) whose name is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacit ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand Notary's Signature' Printed Notary's Name Notary's Principal Place of Business Vfi1Q Expiration of Notary's Commission � it. IMb Notary Commission No. h1 USER: cbeach I: \dwg\A00088-1\SURVEY\FINAL MAP\FM-PHASEI. dwg APRIL 12, 2804 8: 50 AID (�ga�-D 36 A00088--1 SHEET 2 OF 7 (BASIS OF BEARINGS) N 00*53*20" E 1140,69' 187.96' ` FOUND BRASS PIN : IN MON. BOX o DE ANZA BOULEVARD I (FORMERLY SARATOGA-SUNNYVALE ROAD) N 00'53'20" E C1 617.63 L44 243.86' /�Ft - - 310.49' - - £ASEMENT FOR COMMON ACCESS o (0944 O.R. 583) (NO 4787889 5.00, PG&E ESMT. "00 I rn w (6192 O.R. 201) III 10.00' >: (7191 O.R. 690) "' SANITARY SEWER ESMT. y "� LOT I & P.U.E. (186 M 36) a. 4 f-- f F` ° " 0.929E ACRES 5.00' W.C.E. - -- .t, � .. (6192 OR 201) 3 T 1~ oo 5.00' W.C.E. 2 a o1 E 5.00' X 200' I I (186 M 36) h�4 0 E (6525 OR 688) o o PG&E ESMT. o I o 0 (7216 O.R 179)� z Ijj L1 N 00'56'43" E 248.20' 5.00' P.U.E. (186 M 36) I ( 1 L45 PG&E ESMT. I I I &E1P1ESII I I PG & T&TMT. I (6525 O.R. 688) , UiC I LOT s 11111 :+.. .........:..... 1.431 f ACRES I I I I D :: E:.�..::•.::::•::., ...,::::, � o IIIII,� I CENTER OF SAN TARYINE SEWER ESMT. III (I i00 _ I (F902 O.R. 524) z IIIII b I o .. s $3-� 00 Lj 10.00'::STORM DRAIN ESMT. 0 L2 L3 (13053 O.R. 666) 00, 10' X 10' PG&E ESMT. I i kE ESMT. `. r O.R. 180 � 'O:° - - R192 O.R. 191} ` 4 6192 O.R. 201 - - - - S 00'53'20" W�219.99'Woo I I WCD I I I CL C;� I II E ;f41110.00' S.D.E. & P.U. -��I'... .. .... LINE TABLE: (CONT.) LINE TABLE: LINE BEARING DISTANCE L1 N 00'56'43" E 24.50' L2 N 89'06'40" W 20,72' L3 S 60*53*20" W 10.15' L4 S 89'01'08" E 19.58' L5 S 89.03'17" E 5.00' j L6 S 00'56'43" W 0.69' L7 S 89.03'17" E 18.63' L8 N 89'03'13" W 9.06, L9 N 89'03'13" W 2.50' L10 S 00*56*59" W 0.94' L11 S 00`56'59" W 2.50' L12 N 89'03'01" W 4.50' n L13 S 00'56'59" W 3.75' 10 L14 S 44'05'26" E 6.68' L15 S 89'04'20" E 6.75' L16 N 45'55'52" E 6.75' L17 N 00'56'59" E 6.75' L18 N 44'03'01" W 7.61' L19 N 00'56'59" E 21.94' L20 N 00'56'59" E 2.50' L21 N 89'02'49" W 2.50' L22 N 00'56'59" E 0.94' L23 N 89'02'49" W 9.06' L24 S 00'56'59" W 15.01' L25 N 89'03'01 " W 9.75' L26 N 89'03'01 " W 3.08' L27 N 00'56'59" E 6.92' L28 S 89'03'01 " E 13.75' L29 S 00.56'59" W 18.54' 1 L30 N 89'03'01" W 13.75' L31 S 89'03'01" E 3.00' L32 N 00'56'59" E 15.58' L33 N 89'03'01 " W 3.00, L34 S 00'56'59" W 10.76' FOUND BRASS DISK IN MON. BOX L35 S 89'03'01" E 1.26' L36 N 89*03'17" W 10.51' L37 N 89'01'57" W 8.09' L38 N 00'56'43" E 55.13' L39 S 89 03'17" E 15.35' L40 N 89'06'40" W 60.00' L41 S 89'03'35" E 53.23' L42 S 00'53'20" W 1.52' L43 N 00'53'20" E 30.00' L44 N 00'53'20" E 31.76' L45 S 00'53'20" W 69,99' CURVE TABLE: CURVE RADIUS DELTA C1 22.50' 3232'12" C2 22,50' 82*18*00" C3 20.00' 90'12'37" C4 20.00' 8959'44" C5 985.00' 3'36'27" C6 985.00' 3'34'43" C7 335.00' 13'34'21" C8 365.00' 13'34'21" 1.52' DE ANZA I3LVD., »i�:\� �: i» 47) LOT A v o DETAIL "A* N. T. S. (186M36&37) I II I II I� oa II I II - I I LENGTHOD I> I 12.78' I o I I 32.32' a, 31.49' o° I 31,41' zj 62.02' �. I I I 61.52 79,36' 86.46. ..... ,y I II USER:cbeach I:\dw9\A00088-1\SURVEY\FINAL MAP\FM-PHASEI.dwg APRIL 12, 2004 2:10 PM I E I Q to N IN UJI I Uj I I;� 0 0 00 I OD (n E N E FOUND RR SPIKE IN MON. BOX SEE DETAIL "A" /THIS SHEET I L42 F�}UND 10.00' PG&E ESMT. LS I.P. (7559 O.T. 694) i I i E 1 E � :::} :" :'.:��• : FI :. 1, M CK I Ld V) I } � a00 o°° z ' 0 I 1.52' to b SEE DETAIL "A" `n THIS SHEET N w S 00'53'20" W 305,04' is �`' E. 30.00' VEHICULAR & I I PEDESTRIAN ACCESS PARCEL "C" I & UTILITY ESMT. (9760 O.R. 599) I (385 M 47) (0793 O.R. 170) I 00 v �3o.Lo II LOT A - COMMON LOT & P.U.E. 1 ' `` ' " ` � L0 1.376E ACRES Q �_� I � j I - � � to OV t - - ._._. I ��� ...... - - .� - ..,_. .�. ._.._. i 054 G� I LOT B LOT 7 5.476E ACRES 2.729E ACRES _ ) I I M � 1--1 w t 1q, I I I x Im 5.00' En ZV , iv con PG&E GAS LINE ESMT. vT rn 'ti ro ': I I ;n �. a `- (7278 O.R. 174) W CD w cn t I F i I I E I I i W Z W I L '0 C/) h `c LU 31 0 o E O Q E 00O z TRACT NO. 9535 CONSISTING OF SEVEN SHEETS BEING A SUBDIVISION OF PARCEL A, B & D AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON DECEMBER 27, 1976 IN BOOK 385 OF MAPS AT PAGES 47 & 48 AND ALSO PARCEL 2 AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON AUGUST 9, 1974 IN BOOK 344 OF MAPS AT PAGE 11, SANTA CLARA COUNTY RECORDS AND -LYING IN THE CITY OF CUPERTINO COUNTY OF SANTA CLARA STATE OF CALIFORNIA APRIL, 2004 KIER & WRIGHT W CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard, Building 22 Santa Clara, California 95054 LEGEND 0 60 120 180 Scale 1" = 60 ft -- DISTINCTIVE BORDER LINE I 10.00 PG&E ESMT. I - - - ADJACENT LOT LINE 4 I (1 769 O.R. 645) I 0. C, - - NEW LOT LINE CENTERLINE EASEMENT LINE '"" -" - -" I 0 G5 ''_ ~ '' I O FOUND STREET MONUMENT AS SHOWN T 71 O SET 3/4" IRON PIPE &PLUG, L.S. 6256 I • FOUND IRON PIPE OR CUT "X" AS SHOWN I I - N 00'S3;34" E 243,74' `n `fl n' _ _ I i (R) RADIAL BEARING rn Ers , 0 �► I I ' . ESol• 5.00' L38 NOTES : pC' p,R• 9 p PG&E GAS LINE ESMT. I I LOT 3 �0+5iC�,iMs(7278 O.R. 174) I I 1. ALL DISTANCES ARE IN FEET AND DECIMALS STRUCTURAL URAL OF �O I E THEREOF. SEE SHEET 4, S, 8� 7 I I 1 I 2. THE AREA WITHIN THE DISTINCTIVE BORDER LINE FOR LOTS 1, 2, 3 & A -- I I T LOT A -COMMON LOT AND P. I IS 12.368E ACRES. 0 Iln 3. THE DISTINCTIVE BORDER DENOTES THE BOUNDARY OF THE SUBDIVISION co 10.00' U I I I - ` - - I , 4. LOT 1 IS FOR CONDOMINIUM PURPOSES SANITARY SEWER ESMT. I I ' LOT ? LOT 1 ' (7003 O.R. 340) ACRES E FOR CONDOMINIUM PURPOSES BASIS OF BEARINGS I I 11 ABOVE TOP OF r 0.292E ACRES I i STRUCTURAL ABOVE TOP OF THE BEARING OF NORTH 00'53'20" EAST TAKEN ON THE CENTERLINE OF SLAB I STRUCTURAL. SLAB I 30' 34' 3 r' ' ' ' ' DE ANZA BOULEVARD (FORMERLY SARATOGA-SUNNYVALE ROAD) AS � it 308.26' S TORRE AVENUE S 00'56'43" W 1141.49' - SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON DECEMBER 304,29- 5'43" w 613.25' 0 27, 1976 IN BOOK 385 OF MAPS AT PAGES 47 & 48, SANTA CLARA FOUND o Y C4 0 FOUND 0 COUNTY RECORDS WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN CUT "+" a CUT 50.00' -� HEREON. _ - �U Z 0 co 0 w FOUND BRASS SK C> IN MON. BOX 1j le"A0008$-1 SHEET 3 OF 7 %7L 3� 3c� (�gOQ,�3 G 0- 10.00' PG&E ESMT. I LOT ? Io;- f I (I 769 O.R. 645) I 1© z." o I I 2.7291 ACRES I r+ ` I I 5.00' PG&E GAS LINE ESMT. I (7278 O.R. 174) W � I I t9 C7 !I I N 00_53'34" E 243.74'- a h , � �20.42'� I r I U4 I I _ Cb o try. I ! ! -j L38 ad I I ! ! LOT A - COMMON LOT & P.U.E. lf oI j g9) a Q9l1cA�o ±01 oM 5.532ACRES I to Y 0 I ! - _ N 00.56'39" E 230.01' - _ _ _ -_-_L5 --I-' w - W lal 1 0)i t ! 1 1� 30.00' VEHICULAR & I p j o01 LOT 3 LOT 3 f Z PEDESTRIAN ACCESS ..� LOT A - COMMON LOT & P.U.E. - N W & UTILITY ESMT. I BELOW TOP OF BELOW TOP OF ;ern I I I ABOVE TOP OF STRUCTURAL SLAB ova; (9760 O.R. 599) I STRUCTURAL SLAB ! ! STRUCTURAL SLAB �y I (0793 O.R. 170) I Q � I I I S 00'58'03_ W 60.74' , ' L13 N 00_57'35" E L4 ca ]-38.22 pM- 2A�.12' dr ice' Nr +"E D r rcb t E(i 01 _-it �E 0 N 00'56'43' E 52.70' io �r w y Ii I ( I L15 N 00'S6'43" E 10.00' 57.98' � SANITARY SEWER ESMT. I I I L19 0 ! ! 1 o O ( a3 p ! LOT 1 LOT 3 L';0 0 I oor c ABOVE �OP c° ABOVE TOP OF STRUCTURAL SLAB BELOW TOP OF cn OF STRUCTURAL SLAB STCRU TUL SL RA A I I I L17 0.135± ACRES, LOT 3 wr I I I BELOW TOP OF o r cn, STRUCTURAL SLAB 0 I I Z rn cr, I__„ N 00'56'43- E 69.15' CUT ! FOR CONDOMINIUM PURPOSES- ! 0.292t ACRES ! S 00'56'43" W 212.61' _ ,,,�LOT A - COMMON \LO & P.U.E.-----' w w S 00'56'43" W 304.99' TORRE AVENUE n� (na B I 0.682± ACRES V� co I L3 I 30' 1 30' L3 I� 1 L1 r 32.12' o )UND O/� \1 0 I IT "+'. b 50.00' FOUND BRASS DISK IN MON. BOX r7 CONSISTING OF SEVEN SHEETS BEING A SUBDIVISION OF PARCEL A, B & D AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON DECEMBER 27, 1976 IN BOOK 385 OF MAPS AT PAGES 47 & 48 AND ALSO PARCEL 2 AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON AUGUST 9, 1974 IN BOOK 344 OF MAPS AT PAGE 11, SANTA CLARA COUNTY RECORDS AND LYING IN THE CITY OF CUPERTINO COUNTY OF SANTA CLARA STATE OF CALIFORNIA APRIL, 2004 KIER & WRIGHT w CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard, Building 22 Santa Clara, California 95054 0 30 60 90 Scale 1" = 30 ft DISTINCTIVE BORDER LINE ADJACENT LOT LINE NEW LOT LINE CENTERLINE EASEMENT LINE FOUND STREET MONUMENT AS SHOWN SET 3/4" IRON PIPE & PLUG, L.S. 6256 FOUND IRON PIPE OR CUT "X" AS SHOWN RADIAL BEARING LINE TABLE: LINE BEARING DISTANCE L1 S 89'03'30" E 5.80' L2 N 89'03'17" W 14.90' L3 S 00'56'43" W 23.01' L4 N 00'56'43" E 24.83' L5 N 00'56'59" E 29.84' L6 S 89'03'01" E 29.53' L7 S 45'30'49" W 11.44' L8 N 43'54'46" W 18.39' L9 N 89'03'10" W 10.60' L10 S 89'03'17" E 7.50' L11 N 89*03'17" W 17.00' L12 S 89'03'17" E 17.00' L13 N 00'56'43" E 31.20' L14 N 89*11'45" W 17.04' L15 S 00'56'43" W 8.35, L16 S 89*03'17" E 26.17' L17 N 00'56'43" E 9.00' L18 S 89'00'46" E 29.28' L19 S 00'56'43" W 8.98' L20 S 89'01'57" E 27.58' L21 S 00'5643" W 4.10' CURVE TABLE: CURVE RADIUS DELTA LENGTH C1 33.33' 7356'14" 43.01' USER:cbeach I:\dwg\A00088-1\SURVEY\FINAL MAP\FM-PHASE1.dwg APRIL 12, 2004 2:12 PM F7 9- 9--V 6 A00088-1 SHEET 4 OF 7 43) f SSI S 00'14 - w �n o{ rn� 6 d M � q 00 O L9 �j L13 ABOVE TOP OF STRUCTURAL SLAB 00'56'59" W 22.49 LL3�Cq ' SS 229.17 SS 228.87 LOT A -COMMON LOT & P.U.E. SEE THIS SHEET FOR E PODIUM SLAB DETAIL 4 D 7 0 00 N 00'56'59" E 42.01' L23 N J J 10 OR N co I rn LOT I ABOVE TOP OF STRUCTURAL SLAB N 00'56'44" E 1 DIMENSION DETAIL. PODIUM SLAB SCALE. 1"=20' I �.HPSS.06 .54 HPSS 229.17 LPSS 228.84 L8T 3 5.66' LINE TABLE: L31 S 00*5659" W 33.47' LINE BEARING DISTANCE L30 L1 S 89*03'17" E 5.00' L18 N 00'56'59" E 0.94' 3 L2 S 00'56'43" W 1.81' L19 N 89'02'49" W 9.06' r L3 S 89*03'17" E 18.63' L20 S 00'56'59" W 15.01' - Q LO `-) Oq L4 N 89'03'13" W 9.06' L21 N 89'03'01" W 9.75' a� L5 N 89'03'13" W 2.50' L22 N 89'03'01" W 3.08' L6 S 00'56'59" W 0.94' L23 N 00'56'59" E 6.92' 00 n L7 S 00'56'59" W 2.50' L24 S 89'03'01" E 13.75' Z io L8 N 89'03'01" W 4.50' L25 S 00'56'59" W 18.54' 6.09' L9 S 00.56'59" W 3.75' L26 N 89'03'01" W 13.75' L10 S 44*05*26" E 6.68' L27 S 89'03'01" E 3.00' 3 L11 S 89'04'20" E 6.75' L28 N 00'56'59" E 15.58' i. L12 N 45'55'52" E 6.75' L29 N 89'03'01" W 3.00' '- L13 N 00'56'59" E 6.75' L30 S 00'56'59" W 10.76' o, L14 N 44'03'01" W 7.61' L31 S 89'03'01" E 1.26' L15 N 00'56'59" E 21.94' L32 N 89*03'17" W 10.51' an L16 N 00'56'59" E 2.50' L33 N 89'01'57" W 8.09' ZI L17 N 89'02'49" W 2.50' B 6 LOT A - COMMON I LOT & P.U.E. 1 - SS 226.89 - - PODIUM SLAB 23.01' i N 00'57'39" E "-PROPERTY LINE LOT 1 ci LOT A - COMMON LOT & RU.E, ABOVE TOP OF ABOVE TOP OF S�RUCTURAL SLAB nr5� Z4`y.� I SEE THIS SHEET FOR 6.6' HPSS 229.5 SS 229.0 E PODIUM SLAB DETAIL oe E� LPSI 229.17 LPSS 229.1 1 LOT A - COMMON ' LP S 22 .17 S 228.89 LOT" & RUE__ SS 229.03 7::± _ _ _ _ _ _ - HPSS 229.5 HPSS -229.5 LOT A - COMMON LOT & l P.U.E. A B 6 6 ELEVATION DETAIL SCALE. 1 "=20' LPSS 226.3 v I LPSS 2 9.17 LPSS 229.17-,. LOT 3 --� BELOW TOP OF II STRUCTURAL SLAlB TORRE AVENUE { H LOT A COMMON LOT & P.U.E. W D Z W 0) W D 0 *65 4.32 HPSS 229.45 1 01"LPSS 224.32 1 i AD7 i L A -COMMONS /I -LOT & P.U.E. TRACT NO. 9535 CONSISTING OF SEVEN SHEETS BEING A SUBDIVISION OF PARCEL A, B & D AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON DECEMBER 27, 1976 IN BOOK 385 OF MAPS AT PAGES 47 & 48 AND ALSO PARCEL 2 AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON AUGUST 9, 1974 IN BOOK 344 OF MAPS AT PAGE 11, SANTA CLARA COUNTY RECORDS AND LYING IN THE CITY OF CUPERTINO COUNTY OF SANTA CLARA STATE OF CALIFORNIA APRIL, 2004 KIER & WRIGHT w CIVIL ENGINEERS & SURVEYORS, INC, 3350 Scott Boulevard, Building 22 Santa Clara, California 95054 o LEGEND -- DISTINCTIVE BORDER LINE NEW LOT LINE . LINE OF CHANGE IN SLOPE OF SLAB OR EDGE OF PODIUM SLAB U FOUND STREET MONUMENT AS SHOWN O SET 3/4" IRON PIPE & PLUG, L.S. 6256 • FOUND IRON PIPE OR CUT "X" AS SHOWN (R) RADIAL BEARING SS TOP OF STRUCTURAL SLAB ELEVATION HPSS HIGH POINT STRUCTURAL SLAB AT A STEP LPSS LOW POINT STRUCTURAL SLAB AT A STEP The elevations for the structural slab shown hereon are nominal in nature. Therefore the top of the constructed structural slab, whether in its original state or reconstructed in accordance with the original plans thereof shall be conclusively presumed to be the true property line. BENCHMARK Benchmark #5: Concrete nail in top of curb on the northeast return of Steven's Creek at intersection with Randy Lane, Elevation 207.92. City of Cupertino benchmark. Datum based on NGVD 1929. (7 C;0�v � 6 A00088-1 SHEET 5 OF 7 LOT A - COMMON LOT-`/1 230 TOP OF STRUCTURAL SLAB 228 LOT 3 LOT 2 ABOVE TOP OF 9UILDING TOP OF STRUCTURAL SLAB S77?UCTURAL BUILDING SLAB LOT 3 obi _O r7 IKUC IUKAL �;LAk3 (Q N O n7 O O v} O n �1KUE;EUKAL 5LAE3 n .� LO C\[ Of a} O1 Q) 01 0s 01 N N ty. N N cy N N N n� N n�. N cy N N N N 226 tAJ d _ _ �u -. - w __.� _.� _. ..-._ .�.. �_�� _.M Uu 4U _ .c. to _ �. w _ __. ;u _._._ _ �. W _ _ W . — -_..�---._. — iu w a cu W W dr I d i I ii I d I W I did I d 4�i SECTION AA VERTICAL SCALE: 1"=2' HORIZONTAL SCALE: 1"=10' SECTION BB VERTICAL SCALE: 1"=2' HORIZONTAL SCALE: 1"=10 TOP of S7RUC7URAL , SLAB e t W Uj O w �- Z 0ilz Jw Zap 0 2 0 U J Wr O F J 0� J w a Z a 0 0 a 0 J TRACT NO. 9535 CONSISTING OF SEVEN SHEETS BEING A SUBDIVISION OF PARCEL A, B & D AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON DECEMBER 27, 1976 IN BOOK 385 OF MAPS AT PAGES 47 & 48 AND ALSO PARCEL 2 AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON AUGUST 9, 1974 IN BOOK 344 OF MAPS AT PAGE 11, SANTA CLARA COUNTY RECORDS AND LYING IN THE CITY OF CUPERTINO COUNTY OF SANTA CLARA STATE OF CALIFORNIA APRIL, 2004 KIER & WRIGHT w CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard, Building 22 Santa Clara, California 95054 33 A00088-1 SHEET 6 OF 7 BUILDING 230 _.__.. TOP OF 228 LOT 1 ABOVE TOP OF STRUCTURAL SLAB L4TO POF �1�itN�'�Oi���O�T�_�.__ R.V.E. BELOW 226224 STRUCTURAL SLAB TOP OF LOT 3to ! V: BELOW TOP OF d; N ! STRUCTURAL SLAB Uj E i ! SECTION VERTICAL SCALE: 1 "=2' HORIZONTAL SCALE: 1 "=10' �C ui a: ed 0 !Z cO cG G O V i Q O 1 ! I Id Ld J z 0 W I TRACT NO. 9535 CONSISTING OF SEVEN SHEETS BEING A SUBDIVISION OF PARCEL A, B & D AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON DECEMBER 27, 1976 IN BOOK 385 OF MAPS AT PAGES 47 & 48 AND ALSO PARCEL 2 AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON AUGUST 9, 1974 IN BOOK 344 OF MAPS AT PAGE 11, SANTA CLARA COUNTY RECORDS AND LYING IN THE CITY OF CUPERTINO COUNTY OF SANTA CLARA STATE OF CALIFORNIA APRIL, 2004 KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard, Building 22 Santa Clara, California 95054 Q J Z LOT 2 2 uj ABOVE TOP OF LOT 2 LOT 1 LOT 1 • STRUCTURAL SLAB ABOVE TOP OF ABOVE TOP OF ABOVE TOP OF � Z Z STRUCTURAL SLAB z STRUCTURAL SLAB STRUCTURAL SLAB Z O a: -w BUILDING co 4 4 BU1LDlNG a,,,,, z BUILDING LU W TOP OF TOP -OF - STRUCTURAL SLAB SECTION VERTICAL SCALE: 1 "=2' HORIZONTAL SCALE: 1"=10' I cc 1 ( 7 6, 2 9 /_") 3 ( SHEET 7 OF 7