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B0822P0030X� kir i � 1 �, ►, 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 UPON THE HEREON 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 OVER LOTS 57, 58, 59, 60, 61, 62, 63, 64, AND 75 FOR THE PURPOSES OF INGRESS AND EGRESS OF EMERGENCY VEHICLES OVER, UPON AND ACROSS THOSE CERTAIN STRIPS OF LAND DESIGNATED AND DELINEATED ON THE MAP AS "E.V.A.E." (EMERGENCY VEHICLE ACCESS EASEMENT). WE ALSO HEREBY DEDICATE TO PUBLIC USE, EASEMENTS FOR CERTAIN PUBLIC SERVICE FACILITIES INCLUDING BUT NOT LIMITED TO POLES, WIRES, CONDUITS, GAS, HEAT MAINS AND ALL APPURTENANCES THERETO ABOVE, UNDER, UPON, OR OVER THE LAND DESIGNATED AND DELINEATED AS "P.S.E." (PUBLIC SERVICE EASEMENT). SAID EASEMENTS ARE TO BE KEPT OPEN AND FREE OF BUILDINGS AND STRUCTURES OF ANY KIND EXCEPT PUBLIC SERVICE STRUCTURES, IRRIGATION SYSTEMS, APPURTENANCES, LAWFUL FENCES AND ROOF OVERHANGS. THERE IS ALSO SHOWN ON THE HEREON MAP, EASEMENTS FOR STORM DRAINAGE PURPOSES AND SANITARY SEWER PURPOSES DESIGNATED AND DELINEATED AS "P.S.D.E." (PRIVATE STORM DRAINAGE EASEMENT) AND "P.S.S.E." (PRIVATE SANITARY SEWER EASEMENT) FOR THE INSTALLATION AND MAINTENANCE OF PRIVATE STORM AND PRIVATE SANITARY SEWER FACILITIES. THESE EASEMENTS ARE TO BE KEPT OPEN AND FREE FROM ALL BUILDINGS AND STRUCTURES OF ANY KIND, EXCEPT IRRIGATION SYSTEMS AND APPURTENANCES THERETO, LAWFUL FENCES AND ALL LAWFUL UNSUPPORTED ROOF OVERHANGS. THE MAINTENANCE, REPAIR AND/OR REPLACEMENT OF PRIVATE STORM DRAINAGE AND PRIVATE SANITARY SEWER FACILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE PROPERTY OWNERS BENEFITED, AS DETERMINED BY THE APPROPRIATE COVENANTS, CONDITIONS, AND RESTRICTIONS. SAID EASEMENTS ARE NOT OFFERED, NOR ARE THEY ACCEPTED, FOR DEDICATION BY THE CITY OF SAN JOSE. WE ALSO HEREBY DESIGNATE LOTS 65, 66, 67, 68, 69, 70, 71, 72, AND 73 AS COMMON AREA AND ARE NOT HEREBY DEDICATED FOR USE BY THE GENERAL PUBLIC, BUT ARE FOR THE EXCLUSIVE USE OF THE HOMEOWNERS OF TRACT 9943 AND THEIR GUESTS. THE PRIVATE STREET AS CONTAINED WITHIN THE BOUNDARY OF THE HEREIN EMBODIED MAP IS TO BE USED FOR (P.I.E.E.) PRIVATE INGRESS AND EGRESS EASEMENT TO LOTS 1 THROUGH 56 RESPECTIVELY, INCLUSIVE OF TRACT 9943 AND IS NOT OFFERED OR ACCEPTED FOR DEDICATION FOR PUBLIC STREET PURPOSES. THE RESPONSIBILITY FOR MAINTENANCE OF SAID PRIVATE DRIVE BELONGS TO THE HOMEOWNERS ASSOCIATION OF THE TRACT 9943. THERE IS ALSO SHOWN ON THE HEREON MAP EASEMENTS ON LOT 75 FOR "P.I.E.E." (PRIVATE INGRESS EGRESS EASEMENT), "E.V.A.E." (EMERGENCY VEHICLE ACCESS EASEMENT), "P.S.S.E." (PRIVATE SANITARY SEWER EASEMENT) AND "P.S.D.E." (PRIVATE STORM DRAINAGE EASEMENT) FOR THE BENEFIT OF LOTS 1 THROUGH 74 AND 76. THERE IS ALSO SHOWN ON THE HEREON MAP EASEMENTS FOR WATER LINE PURPOSES DESIGNATED AND DELINEATED AS "P.W.L.E." (PRIVATE WATER LINE EASEMENT) FOR THE INSTALLATION AND MAINTENANCE OF PRIVATE WATER LINE FACILITIES. THESE EASEMENTS ARE TO BE KEPT OPEN AND FREE FROM ALL BUILDINGS AND STRUCTURES OF ANY KIND, EXCEPT IRRIGATION SYSTEMS AND APPURTENANCES THERETO, LAWFUL FENCES, AND ALL LAWFUL UNSUPPORTED ROOF OVERHANGS, THE MAINTENANCE, REPAIR, AND/OR REPLACEMENT OF PRIVATE WATER LINE FACILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE LOT OWNERS BENEFITED, AS DETERMINED BY THE APPROPRIATE COVENANTS, CONDITIONS, AND RESTRICTIONS. SAID EASEMENT IS NOT OFFERED, NOR IS IT ACCEPTED FOR DEDICATION BY THE CITY OF SAN JOSE. BRADDOCK & LOGAN GROUP III, L.P., A CALIFORNIA LIMITED PARTNERSHIP BY: BRADDOCK & LOGAN 111, INC. A CALIFORNIA CORPORATION GENERAL PARTNER H11L, PRESIDENT WE, AMERICAN SECURITIES COMPANY, A CORPORATION, TRUSTEE UNDER THE DEED OF TRUST RECORDED OCTOBER 19, 2007 AS DOCUMENT NUMBER 19624157 OFFICIAL RECORDS OF SANTA CLARA COUNTY, ENCUMBERING THE LAND HEREIN SHOWN, CONSENT ON BEHALF OF THE BENEFICIARY TO MAKING AND FILING OF THIS MAP. STATE OF CALIFORNIA SS. COUNTY OF SANTA CLARA ON 2101 BEFORE ME, At�• ' A NOTARY PUBLIC, PERSONALLY APPEARED SIP -• L , PERSONALLY KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHORIZED CAPACITY, AND THAT BY HIS SIGNATURE ON THE INSTRUMENT THE PERSON OR THE ENTITY UPON BEHALF OF WHICH THE PERSON ACTED, EXECUTED THE INSTRUMENT. WITNESS MY HAND AND OFFICIAL SEAL NOTARY'S SIGNATURE _.._r_I'Q_k&A.. ?`_ - CrAZIAJA4 PRINTED NOTARY'S NAME _._A*J� . A NOTARY PUBLIC NOTARY'S PRINCIPAL COUNTY OF BUSINESS C.647''°k S NOTARY'S COMMISSION NUMBER EXPIRATION OF NOTARY'S COMMISSION____ • ��q __ IN, STATE OF CALIFORNIA S . COUNTY OF C5r1�rzC.. ON �� BEFORE ME, 44:% % , A NOTARY PUBLIC, PERSONALLY APPEARED ' PERSONALLY KNOWN TO ME TO BE THE PERSON�WHOSE NAME &N SCRIBE TO THE WITHIN NSTRUMENT AND ACKNOWLEDGED TO ME THAT'ME7 EXECUTED THE SAME INAUTHORIZED CAPACI10 AND THAT BY i*�IGNATURE30N THE INSTRUMENT THE PERSON50R THE ENTIr44JPON BEHALF OF WHICH THE PERSON>ACTED, EXECUTED THE INSTRUMENT. WITNESS MY HAND AND OFFI !AL SEAL NOTARY'S SIGNATURE r4eo&r"N, - G PRINTED NOTARY'S NAME �•�-r%=� A NOTARY PUBLIC NOTARY'S PRINCIPAL COUNTY OF BUSINESS e00- NOTARY'S COMMISSION NUMBER 0 1 44 g r 1VI; EXPIRATION OF NOTARY'S COMMISSION A SOILS REPORT AND GEOLOGICAL REPORT ON THIS PROPERTY HAS BEEN PREPARED BY ENGEO INC., DATED JANUARY 12, 2007, PROJECT NO. 6839.3.003.01 A COPY OF WHICH HAS BEEN FILED IN THE OFFICE OF THE CITY OF SAN JOSE. 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 BRADDOCK & LOGAN ON AUGUST, 2005. 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 COMPLETE AS SHOWN; THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THAT THEY WILL BE SET IN THOSE POSITIONS ON OR BEFORE JANUARY, 2009; THAT THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. IN WITNESS HEREOF, SAID CORD RATIO HAS CAUSED ITS CORPORATE NAME TO BE �FESS/ HEREUNDER AFFIXED THIS DAY 2007. DATE: " f 2���-- ��",�� `per PETER B. McMORROW AMERICAN SECURITIES COMPANY, A CALIFORNIA CORPORATION' RCE #31954 Uj `L m RCE EXP. 12-31-08 Na 31945 �-- Fxp.12-31-08 �r BY: BY: "CIVIV -DCVeA '�41a/Svp Amy C . fit► , Av T m Hm" A C T N ` am" " ■ 9" " 9 4;N4j'4h CONSISTING OF SIX (6) SHEETS BEING A PORTION OF THE SOUTHWEST 1/4 OF SECTION 24 TOWNSHIP 7 SOUTH, RANGE 2 WEST, M.D.B. &tut. LYING WITHIN THE CITY OF SAN JOSE, COUNTY OF SANTA CLARA, STATE OF CALIFORNIA. DATE: DECEMBER 2007 k;ivi�l.Engineering CEVil Engineers • Planners • Surveyors 2580 North First Street * Suite 290 • San Jose, CA 95131 I HEREBY STATE THAT I HAVE EXAMINED THE HEREON FINAL MAP OF TRACT 9943; THAT THE SUBDIVISION AS SHOWN HEREON IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP AND ANY APPROVED ALTERATIONS THEREOF; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT, AS AMENDED, AND OF ANY LOCAL ORDINANCE APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH. I ALSO HEREBY STATE THAT IN CONFORMANCE WITH THE DELEGATION SET FORTH IN ORDINANCE NO. 26386, 1 APPR.OVE THIS MAP ESIGNATED AS TRACT 9943, CONSISTING OF SIX SHEETS, ON THE r++ DAY OF 200! I ALSO HEREBY STATE, THAT I DID ACCEPT, ON BEHALF OF THE CITY OF SAN JOSE, THE DEDICATION OF ALL EASEMENTS OFFERED FOR DEDICATION AS SHOWN ON SAID MAP WITHIN SAID SUBDIVISION_ DATE: MM BORDEN, RCE #45512 CITY OF SAN JOSE, CALIFORNIA RCE EXPIRES: 12-31-08 ["Ira ri ► 1. : 1 ;�. I HEREBY STATE THAT I HAVE EXAMINED THE HEREON SUBDIVISION MAP AND I AM SATISFIED THAT SAID MAP IS TECHNICALLY CORRECT. LAIN, DATE: PATRICIA A. CANNON Exp. LS 8186 EXP. 12 31-FORNIA 08 NO.8186 RLANNIN 1 STATE THAT THIS FINAL MAP HAS BEEN CHE 1 COMPLIES-WAY THE TENTATIVE MAP (PT07-030) AND ITS CONDITIONS AS APPED`` ON THE 2,�DAY OF�, 200-1. N� 0= A M'_� L* - mp, JOSEPH HORWEDEL DIRECTOR OF PLANNING OF THE CITY OF SAN JOSE, CALIFORNIA BY: A 9119%01 D PU Y R DR ER'S STATEMENT FILE NO. IM6_7 FEE__ _ PAID. ACCEPTED FOR RECORD AND FILED IN BOOK _'92,2z OF MAPS AT PA ES _ ?mob., w a5 SANTA CLARA COUNTY RECORDS, THIS -- __�-___� DAY OF 1 �Lft�L, 200Q, AT �= M. AT THE REQUEST OF CIVIL ENGINEERING ASSOCIATES. REGINA ALCOMENDRAS, COUNTY RECORDER SANTA CLARA COUNTY, CALIFORNIA Y: 1 fb DEP SHEET 1 OF 6 CEA FUE : 05125FWI m lgld1D83� � FD. MON. PER N89'5B'OO"W 159.76' L 89"58'O0"W 0.02' 71" O�0 ol do re i i i E i\11 [ ♦ , . K Q yi/ N CL © 78 'Co " z `0 �.70 -� P.S.E. 7 E-w-- 14 PG6.*EAS 58 1 2 Q3 4 5 f 7 8 . M a PRIVATE STREET "A" 0 h/ E.V.A.E., P .I.E.E., # P.S.E., P.S. E., P.S.S.E. PACCESS IX 0, CZ PROHIBITED PER 0 Q CD d z o F. © m w J U DETAIL FON. SEARCHED FOR NUNS FOUND N89'58'00"W 159.78' 159.76' 1? 6p 0.02 \pp. 1 I o ` 2 fa� s� e 'y0 •,J,yO pQ� A� ate„_ Q ii 4671 O.R. 684 12 13 14 15 18 17 118 I'l 9120 M. MON. PER P.S.E. 89 t 10' PG&E---, - E652 O.R. 43 V.A.E. P.I.EI j S.E P.S.D.E P.S.S.E. AND DESCRIBED IN PRIVA TM-T " " BK 1907 PG. 397 r TO Qi11TCWfrIm �*0 o/ V T-IL01. FD. MON. PER ,off" N89'58'00"W 159.76' F 88 �t'ETl�I/0�?D f41/NU� 27 28 ACCESS PROHIBITED PER NA ( f. J h E , y/J+ REFERENCES f� -. lJ P.M. 362 M 3 R.S. 194 M 54 R.S. 60 M 39 O TRACT NO. 2773 128 M 35 5 L656 O.R. 668--671 DOC. NO. 19130891 E 096 O.R. 171-172 Q DEED RECORDED SEPT. 7, 2005 AS SERIES #18563292 P.S.E. 87 1 1 h1 FD. MON. PER O ArE ! WOO ENZ IE N899'58'00"W o (399.59') ot N89'5.8'00" W_ - ---214.59' (214.49') �, :.! ' @_}_ _ _ E w 73 w �o � P.S.E. 54 U) 53 55 58 o EV.A.E., PILE, P.S.E., P.S.D.E, P.S." 74 PRIVATE STREET B I� LE.i 'j a 48 49 51 52Lj 50 w Lj P.S.E. 72 � t3 Lj a Li 45 �Cull 43 44 48 47 1 ►� a �C== CA f tM,WMIM X P.S.D.Ec 10' PG&E EASEMENT 7295 O.R. 660 & C114 O.R. 86 TO BE QLQTC AIMED N89-59'00"W 32.13 P.S.E. 55 5' P.W.LE. FOR THE EUl l3T OF LOT 77 cam.' I: 38 39(I I0 41 42 -�- N E.V.A.E., P.I.E.E., P.S.E, P.S.D.E, P.S.&E. I6 RIVATE STREET "E" 6233 34 36 37 a � of 135 N 0o to 1 /,\ CV a �OV P.S.E., P.S.D.E �F ul 6 a 84 www► «ww� P.S.E. 77 AR H SS r 6f �`p pFR 6 0S 5? w-8 O'p Ui © `c' z Q w J ti= Q' W O CONSISTING OF SIX (6) SHEETS BEING A PORTION OF THE SOUTHWEST 1 /4 OF SECTION 24 TOWNSHIP 7 SOUTH, RANGE 2 WEST, M.D.B. 8c M. LYING WITHIN THE CITY OF SAN DOSE, COUNTY OF SANTA CLARA, STATE OF CALIFORNIA. SCALE: 1 "=50' DATE: DECEMBER 2007 Adak Civil Engineering Associates Civil Engineers -P Planners a Surveyors 2550 North First Street • Suite 290 • San Jose, CA 95131 BASIS OF BEARINGS THE BEARING OF SOUTH 43'0135" EAST OF THE CENTERLINE OF KENTWOOD AVENUE AS SHOWN UPON THAT CERTAIN TRACT MAP NO. 2773, FILED FOR RECORD AND RECORDED IN BOOK 128 OF MAPS AT PAGE 35, SANTA CLARA COUNTY RECORDS, WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. NOTES 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF. 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY OF SUBDIVISION. 3. THE AREA WITHIN THE DISTINCTIVE BORDER 4.20 ACRES GROSS 4. NO BUILDING PERMITS ALLOWED FOR LOTS 6, 14, 21, 22, 27, 28, AND 76 PRIOR TO ABANDONMENTS OF EXISTING LEGEND 20 LOT NUMBER �«"►*� DISTINCTIVE BORDER LINE LOT LINE — RIGHT OF WAY CENTERLINE -- — ---W --- EASEMENT LINE -------------------- BOUNDARY TIE & WITNESS MONUMENT TIE O FOUND BRASS PIN IN MONUMENT BOX 0 SET CITY STANDARD MONUMENT. A 2 1 /2" BRASS DISC STAMPED R.C.E. 31954, SET IN CONCRETE IN WELL WITH ROUND FRAME AND COVER 3/4" IRON PIPE FOUND (AS NOTED) 0 SET 3/4" IRON PIPE TAGGED R.C.E. 31954 0 SET NAIL & TAG R.C.E. 31954 E.V.A.E. EMERGENCY VEHICLE ACCESS EASEMENT P.I.E.E. PRIVATE INGRESS EGRESS EASEMENT P.S.S.E. PRIVATE SANITARY SEWER EASEMENT P.S.D.E. PRIVATE STORM DRAIN EASEMENT P.W.L.E. PRIVATE WATER LINE EASEMENT P.S.E. PUBLIC SERVICE EASEMENT { ) RECORD DATA INGRESS EGRESS RELINQUISHED (BK. L656 O.R. 668 & BK. 4671 O.R. 684 & DOC. #19130891) CEA FU RAW- 05125FM2 BASIS OF BEARINGS THE BEARING OF SOUTH 43'01'35" EAST OF THE CENTERLINE OF KENTWOOD AVENUE AS SHOWN UPON THAT CERTAIN TRACT MAP NO. 2773, FILED FOR RECORD AND RECORDED IN BOOK 128 OF MAPS AT PAGE 35, SANTA CLARA COUNTY RECORDS, WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. NOTES 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF. COURSE TABLE COURSE BEARING_ DISTANH L1 N79.37'48"W 13.25' L2 N79 37'48"W 13.25' L3 N88ti4'46"W 13.25' L4 N88'04'464W 13.25 L5 N52 53'35"W 16.21' L6 N88'04'46"W 13.25' L7 N01'55'14"E: 9.34' L8 N56'10'40"W 14.35' L9 N18'46'05"E 23.25' L20 N59.30'28"E 21.61' 1.21 N0438'09"W 19.74' 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY OF SUBDIVISION. 3. THE AREA WITHIN THE DISTINCTIVE BORDER = 4.20 ACRES GROSS 4. NO BUILDING PERMITS ALLOWED FOR LOTS 6, 14, 21, 22, 27, 28, AND 76 PRIOR TO ABANDONMENTS OF EXISTING FACE OF CURB T�,�,_ 0.25' SET NAIL & TAG R.C.E. 31954 TYPICAL WTNESS MONUMENT CURVE TAME CURVE RADIUS DELTA LENGTH C4 43.00' 8.26'58" 6.34' C5 56.00' 8'26'58" 8.26' C6 10.00' 97`38'33" 17.04' C7 10.00' 101'57'08" 17.79' 08 30.OV 5610'14" 1 29.59' N89'58'00"W 0.02' �0 ti j N to©LV 7,ncoo. CO N \ $R5 TRACT NO.'9943 CONSISTING OF SIX (6) SHEETS BEING A PORTION OF THE . SOUTHWEST 1 /4 OF SECTION 24 TOWNSHIP 7 SOUTH, RANGE 2 WEST, M.D.B. & M. LYING WITHIN THE CITY OF SAN JOSE, COUNTY OF SANTA CLARA, STATE OF CALIFORNIA. SCALE: 1"=26 DATE: DECEMBER 2007 O �" CivilEngineer nAssociates 771 Civil Engineers • Planners d Surveyors 2580 North Fiat Street • Sure 290 • Son Jose, CA 95131 GRAPHIC SCALE 20 0 10 20 40 �'d { IN FEET ) 00 .0 0, O c� oo, N89'58'00"W 225.29" 61.05' N8958'00"w a '' DS. $� +•� Fib. MON. PER 2 N44ro6'24"E(R) / 94.62 P.S.E., P.S.D.E.r wmawr «rsws 191 73' IP.S.E.,L• 20.00' 70 COI, MON AREA � a�3s Q� o �1 p'04'S8" y P.S.E, P.S.D.E 5,583 S.F. � ' , ui 1, 974 S. F. �s R ( 1.52' �jo S? U $`" o ; �' q Ur •1, R t r « COMMON AREA I s s 1.01 O � e� �� trl w pp Cld �ps3�. N89'S8 00 W 138.67 N89'S$ 00 W 46.00 a . : cs i , �r cs' L 7 12 D• �y 26.17 22.17 22.17 22.17 22.17 23.83 23.83 22.17 N8958'00"W ®®®ter6 •� `>~° » a n�'`� o � � O y7 ©• 00' b t a' �'a , , , i r r , , •F� Sj O "C?j j Q a N8958'00 w is D a tv " 96, E Y.A E , P.I.E E , P.S E , i» 22.17 22.17' z r; ►,�� o � �..-•-� SEE DETAIL C" ?�, , \ S P.S.D.E., P.S.S.E. �; 4 / 8 N89'58'00"W N10'228r'lVEz Z to � 1_4?s 19.53' _��sf3 pt c¢• « yes o u; ,� d ,�,1,311 S.F. ,�, 1,220 S.F. 1,18fi S.F. �; 1,1fi4 S.F. �;01 , -tf' A-5�� o 'n N29i15'4i"`E R - o ��`13.02' �0 N � w c� 1.371 S.F. '� 1,208 S.F. 1,208 S.F. `n 1,208 S.F. `n 1,208 S.F. '� 1,299 S. • � � � � R=147.71 " � � - � c �--� R�30.0015.27' 73 �. rs g o �, A-7'00 53-------- o-------- \ L-18.08' css r i cr L4 A=8'26'58" P" 1 0 2 4 6 r ��, w W N w " .\�S «'tom" 2 : L 4.42 o o ca p ' \ a -------- $ g S a a g g L6 NO1'S5`14"E �l• �' y '�'• '� H iv iv cat i�t N 'st iN cv 1 o �r p P SEE NOTE 4 Q p Q 1,481 S.F. w 9.34 14 to +b- o L31"36'3200 . N89'58a0 W 35.a34'5827 a a us z _L=16.55Z p°.' ;' ►^ 5.34 %� it i, LOT NUMBER 'op 1:- Vie,, % -,- T ---r--,•---- -•�--- ,--- .t :i� a 20 o D2p 22.17 22. 2217 22.17 23.83 9.0i1 2�.83 2217 22.372.17• 20.11�prj•�' ►° t°' ow4' 54 « •• ••�• DISTINCTIVE BORDER LINE rc `''a0a. N00'02'00"E N8s5s'o0'w E X.A.E., P.I.E.E., P.S.E., 237.28' R=30.E90' w , " 4 b + 1,197 S.F. " a A-88'O6 46 N79'33 34 R -•► a �o N w < "�r "`--1(3.25 IJ€1Q"fl2 00 E " P.S.D.E., P.S.S.iM. LOT LINE a �30 �y. O¢ 24 _ D.25 ._ ._._ _ N89.5$ 00 W _ c� . 276.80 _ L=46.14 o " o r» 53 �0, N89'58'00'W R�5.0C1' Js 8 11.66' '•, ti P 1,620 S.F. -- -- RIGHT OF WAY ��" 001 1.40' �90��'00" Pfl'/t/�1 TG�" ,.5'i 'EET .�f S.F.S �, g 8.• R " 9,476 w a"� Lt, 200 L 7 85 N89 58 00 W 193.50 ias : tr - CENTERLINE t90�o'00" , ,� •S R o �"m a - SEE I�IAIL "B o: . COMMON AREA L=3.14' w """ "7"2'�:"T " �.,22•L�:... _--2�•S Z_ _22.1L .�.5�3. 7.83 �8� .�22,1 Z� �Z,17' 'E .,.. 3 TAC�I aQ t o �^�', �° f 3i 1[, �i%� EASEMENT LINE $ L=1.70' 43 }� r" .. .j �-•- ••-••••y - ,� , ri R L 1.70 . " a c � -� r c� .83 2217 � ip " _ N19'Zf:15 W R 1-3803�54 ce �f er N00'02'00'E R NEi958'C10"W W 17.00 C4 « -------------------- BOUNDARY TIE & WITNESS MONUMENT TIE © N89'58 OD W o " >•, ►h L=19.93 ,w ;� l,, 8Q to A=70 31 45 b i s cs o o o ." •t , " O FOUND BRASS PIN IN MONUMENT Box o L=6.15 �, �, 0 - •y��to to ui to to to to � 0 :8 i\ R t3: 3 O SET CITY STANDARD MONUMENT: A 2 1/2" BRASS N89.58'OWW 17 18 19 20 ` �' o, a 81'17'13" ►� ' DISC STAMPED R C E 31954 SET IN CONCRETE IN 14.00' 12 13 14 15 16 z to�; L=14.19' I Ns95a=oo"w DETAIL "C" r 0 M � 0 11) o !i CO I a z 0 z,5, � N82"1 co h- O „ . ,\ . , ,. r, ry .. DETAIL "B" DETAIL "A" �-10' PG&E; E:ASEMEi� ' ,\ F19 O.R. 347 TO E / J� itl. 'i '/ f QUITCLAIMED 'WELL WITH ROUND FRAME AND COVER �� AREA 1302 S.F. $ ,w 1,252 S.F. w 1,252 S.F.w 1,252 S.F. 1,328 S.F. w w 1,323 S.F. ' 1.230 S.F. k' 1,230 S.F. w 1,285 S.F. w A 3 ® 3/4" IRON PIPE FOUND (AS NOTED) P.SE, P.SD.E $ P P p[s $ cQ�Qa p 0 SET 3/4" IRON PIPE TAGGED R.C.E. 31954 y. S z $ 0 z z Cs z s ® SET NAIL & TAG R.C.E. 31954 a REFERENCES �`.� °°. � 4- 23.83' 22.17' 22.17' 23.83' a N4 "� .� , 9. i 14.37 22.17 22.17' 22.17' 23.50 r E.V.A.E. EMERGENCY VEHICLE ACCESS EASEMENT P.M. 362 M 3 N89'S8 " 00 W 104.37 N8958'OO"W 92.00' P.S.E., P.S.D.Ew ( { _ its r P.I.E.E. PRIVATE INGRESS EGRESS EASEMENT e- N89'58'00"w 136.33' P.S.S.E. PRIVATE SANITARY SEWER EASEMENT U R.S. 194 M 54 P.S.D.E. PRIVATE STORM DRAIN EASEMENT 3 R.S. 60 M 39 P.S.E:,, P.S.D.E P.W.L.E. PRIVATE WATER LINE EASEMENT TRACT NO. 2773 128 M 35 69 P.S.E. PUBLIC SERVICE EASEMENT a L656 O.R. 668-671 6,969 S.F. COMMON AREA ( ) RECORD DATA DOC. NO. 19130891 INGRESS EGRESS RELINQUISHED � (BK. L656 O.R. 668 & BK. 4671 O.R. 684 (D E 096 O.R. 171-172 & DOC. #19130891 ) 88 DEED RECORDED SEPT. 7, 2005 23.83' 22.17' 22.17' 22.17' 2217' 23.83' LO LO n toOR 9 21 4 22 23 9 24 9 28 9 1,299 S.F. 1.208 S.F. 1.208 S.F. 1,208 S.F. 1,208 S.F. 1Bto ,298S.F. w w w w€ w w *Cq IN Q j C1 ' 0 z z z z a OD OD O-- �� j tt1`a da, A=19*23'20" L=3.38' Lj N19'21'20" R A=68'43'26", - L-12.00 -SEE DETAIL "A' � � 2 "'T8 149 W 50 1,298 S.F. 81,208 S.F.O �Iyt 1,208 S.F.$ 0 g Q a S z z x 23.83` 22.17' 22.17' u� tW •- N8958'00"W 72 2 z j P.S.E, P.S.D.E 2,429 S.F. N89'W000W COMMON AREA `0.-' 2 ' 23.83' 2217' 22.17' 10' 10' AS SERIES #18563292 SEES HEET 0 SHEET 3 OF 6 cFA Fa os 021 1, R `1R' Wi 7T r FD. MON. PER Q o N89'58'00"W \ 84.06' N44'38'17"E N44'34'17"W 25.63'-----,,.' `.�25.63' O\, 73 94.36' P. 2,372 S.F. COMMON. AREA fjRQ'.r'R'nn"w A E.V.A.E., P.I.E.E., P.S.E., .V%9 N89'58'00"W P.S.D.E., P.S.S.E. 131.20' PRIVA T,E STRE,ET 'B" �1 3,524 S.F. N8958'00"W 42.83' (PRIVATE STREET) ncnr oecc 214.59' (214.49') .�. 71.06' 16,095 S.F. 3' P.S.D.E.-� ui t D N I I W 0 0 a IO z I� J Q U U GRAPHIC SCALE 0 10 20 40 ( IN FEET ) COURSE TABLE COURSE BEARING DISTANCE L10 N00.02'00"E 20.00' L11 N00.02'00"E 10.25' L12 N00'02'00"E 10.25' L13 N67'55'47"W 27.32' L14 N 17'04' 47"E 10.72' L15 N30'58'05"W 11.97' L16 N71'40'44"W 32.65' L17 N36`15'57"W 16.58' CURVE TABLE CURVE RADIUS DELTA LENGTH C1 50,00' 18*27'13" 16.10' REFERENCES (D P.M. 362 M 3 R.S. 194 M 54 l�J R.S. 60 M 39 TRACT NO. 2773 128 M 35 5 L656 O.R. 668-671 Ll DOC. NO. 19130891 E 096 O.R. 171-172 DEED RECORDED SEPT. 7, 2005 AS SERIES #18563292) 40.00' O 40.00' � 1.01' Q N8958!00"W 99.84' bo�� p o .�. 0 o°c P.S E., P.S.D.E 5 r �-- 5' P.W.L.E. FOR THE a ��' n o+ N89 58'00"W COM6�DPI AREA 113.84' BENEFIT OF LOT 77 23.83' 22.17' 22.17' 22.17' 23.5V RL o SET NAIL & TAG --FACE OF CURB=:,. R �'' ,-. ,- R.C.E. 31954 a TYPICAL WITNESS MONUMENT V P.S.E.-�-T �' 38 �' 39 �' 4-04�1 � 4.2 � .. CONSISTING OF SIX (6) SHEETS BEING A PORTION OF THE SOUTHWEST 1/4 OF SECTION 24 TOWNSHIP 7 SOUTH, RANGE 2 WEST, M.D.B. & M. LYING WITHIN THE CITY OF SAN JOSE, COUNTY OF SANTA CLARA, STATE OF CALIFORNIA. SCALE: 1"=20' DATE: DECEMBER 2007 Civil Associates Civil Engineers* Planners * Surveyors 2580 North First Street • Suite 290 • San Jose, CA 95131 LEGEND 20 LOT NUMBER DISTINCTIVE BORDER LINE LOT LINE - - RIGHT OF WAY - CENTERLINE - - --- EASEMENT LINE -------------------- BOUNDARY TIE & WITNESS MONUMENT TIE © FOUND BRASS PIN IN MONUMENT BOX O SET CITY STANDARD MONUMENT. A 2 1 /2" BRASS DISC STAMPED R.C.E. 31954, SET IN CONCRETE IN WELL WITH ROUND FRAME AND COVER 0 3/4" IRON PIPE FOUND (AS NOTED) 0 SET 3/4" IRON PIPE TAGGED R.C.E. 31954 ® SET NAIL & TAG R.C.E. 31954 E.V.A.E. EMERGENCY VEHICLE ACCESS EASEMENT P.I.E.E. PRIVATE INGRESS EGRESS EASEMENT P.S.S.E. PRIVATE SANITARY SEWER EASEMENT P.S.D.E. PRIVATE STORM DRAIN EASEMENT P.W.L.E. PRIVATE WATER LINE BASEMENT P.S.E. PUBLIC SERVICE EASEMENT ( ) RECORD DATA INGRESS EGRESS RELINQUISHED (BK. L656 O.R. 668 & BK. 4671 O.R. 684 & DOC. #19130891) THE BEARING OF SOUTH 43'01'35" EAST OF THE CENTERLINE OF KENTWOOD AVENUE AS SHOWN UPON THAT CERTAIN TRACT MAP NO. 2773, FILED FOR RECORD AND RECORDED IN BOOK 128 OF MAPS AT PAGE 35. SANTA CLARA COUNTY RECORDS, WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. NOTES 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF. 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY OF SUBDIVISION. 3. THE AREA WITHIN THE DISTINCTIVE BORDER - 4.20 ACRES GROSS 4. NO BUILDING PERMITS ALLOWED FOR LOTS 6, 14, 21, 22, 27, 28, AND 76 PRIOR TO ABANDONMENTS OF EXIS71NG c6 0 L30.00l' N�1'35'34" t=51-32'14* L=0.83 L-26.98'24,00' '00"W 93.81' E1=53'10'32" L=27.84' DETAIL "A" 0.25' - 0.25' R-30.00' .A--53'10': L=27.84' DETAIL "0" SEE SHEET 6 R'09m3-? SHEET 4 OF 6 cFA N owww 33 4.49' 69 mRQ'$;a'nn"w , 4R ;;' 23.83' 22.17' 22.17' 22.17' 22.17' 23.83' UL it) 0 en tl) E1i co 21 22 23 24 9 25 4 26Ln 1,299 S.F. 1,208 S.F. 1,208 S.F. 1,208 S.F. 1,208 S.F. 1,298 S.F. iD g p Q Q o Q p Q z z z Q z z z N207820R z A=20 30'20" 23.6,-'r'- 22.17 22.17 -22.17- 22.17- ' N48'03'Q5-W N89'58.00-W } N58'55'30"w ca 111A %Z- 142.23' s, SNETT 1 101 1•03' N89'58'00"W 150.94' ` "W R=5.00' R=5.OV _ T �N30'21'01 A=90'00_ 0O" 4=-90'00'00" EETAj&19g' `1.81' 19.16, L=7.85 L=7.85' N89'58`00"W N89"58'00"W ` E.V.A.E., P.I.E.E., P.S.E., 8 P.S.D.E., P.S.S.F- 103V AREA NOO'02'00"E 60 w - a 14.00' 3,817 S.F. N $' C5 N89'58'00"W 34.OV o LO Naa'02'00"E Ui 3.00' N89'58'Oa"w 27 N89.58'00"W ® 14.00' A � ,1,323 S.F. 4� �s0 Epp I 0 A S D Ory 9� °S Sd�` $ �® N89'58'00"W ryh 20.17' 23.83' 0' N89'58'O0"W DETAIL "A" COURSE TABLE COURSE BEARING DISTANCE L10 N00'02'00"E 20.00' L11 N00602'00"E 10.25' L12 NOO'02'00"E 10.25' L13 N67'55'47"W 27.32' L14 N17'0447"E 10.72' L15 N30'58'05"W 11.97' L16 N71`40'14"W 32.65' L17 N3615'57"W 16.58' L18 N71'36'48"E 18.92' L19 N88'04'46"W 20.00' L22 N06'27'07"E 20.13' L23 N06'23'07"W 20.13' L24 N89'58'00"W 10.25' L25 N64'11'51 "E 11.13' L26 N41'56'55"E 10.25' L27 N41'56'55"E 10.25' CURVE TABLE CURVE RADIUS DELTA LENGTH C1 50.00' 18'27'13" 16.10' C3 50.00' 26'30'39" 23.13' R=10.00' 1r-m-88'06' 67. in Sq co 13.03 L--6522'3! 78, L=11.41' 23. Yip &--1 *16,150 L=a.22' N01'18'15"E(R A=64'06'21 "-" L-11.19' 28 1,323 S.F. SEE SHEET 3Uj ,, �, 49 50 51 Lj 1.298 S.F. $1.208 S.F. a 1,208 S.F.$ 1,208 S.F. �. L CO $ $ $ $ z zLd z w w W Z Q LL. W 23.83' 22.17' 22.17' 1 22.17' W N89 5VOO"W 72 115.17' z y o i`" P.SE, P.�o.E 2,429 S.F. iR z CL z N89'58'00"w COMMON Nd AREA 115.17' ._. LA- 23.83' 22.17' 22.17' 22.17' 00 N a _ 00 1(7fla' 1at>(1' h io . In, 43 44 45 46 -10.1�' i' 1,333 S.F. 1,288 S.F. 1.288 S.F. 1.288 S.F. `S_ N43'07'46"E R WT? Z z � �� 0. 7" � 117 �'�i L=22.57' 3.33 o �• 22.17' 22.17 N8958'00"W , 61N E � 3,524 S.F. ` Ci -` N N8958'00"W 42.83' � e (PRIVATE STREET) . P.S.E., P.S.D.E 67 5,903 S.F. COMMON AREA N � REFERENCES (D P.M. 362 M 3 r� 2 R.S. 194 M 54 ; R.S. 60 M 39 4 TRACT NO. 2773 128 M 35 L656 O.R. 668-671 �6 DOC. NO. 19130891 E 096 O.R. 171--172 DEED RECORDED SEPT. 7, 2005 AS SERIES #18563292) R=5.00' `2.83' A=84'47'03" L=7.40' 00 29 'Clq 1.297 S.F. 50.15' A=54'23'37" L-28.48' N54'25'37"E R A-35'36'23"• -'-' L=18.64' N 55.76' 3' P.S.E. 30 N 1,236 S.F. ►. 31 1,236 S.F. 52 1,353 S.F. w 24,83' 47 1,443 S.F A--1'35'34" _ L-4.83' 22.17' 24.ff- 93.84' E.V.A.E., P.I.E.E., P.S.E., 'P.S.D.E., P.S.S.E. Q_ 100.84'3.01' c WA/Z"R4L/L'' WAY o �00' 93.84 40.00' r 11.01' I Ld � 1 d cat Q w Ljv W >: C N � w viN o� hT 4o h^ee -F w LC � N 0 mt r� t416'41'42" 10 { ci 32 L=mw �; N 1,329 S.F. N73'16'18" R N &73'18118W r 10' 10, L=6.40' U-') 'S8'Oa"w 55.54' . W "" U 1,814 S.F. N89'58'00*W $ o 66 `� - 14.00 R=5.00' N o N Q COMMON AREA cV A-90'00'Oa" N z� : oo w 8 L=7.86' 0 "cod s°o- toi z -- S R-5.00' A-84'27'43" N i !I, o z N A $ z L=7.37' i24 14.26' o it N89'58'O0" �-54-'fi 1 fl.Z2' SET NAIL & TAG j,,..-- FACE OF CURB---,R.C.E. 31954 ��- 0.25' TYPICAL WITNESS MONUMENT Q1 CA TRACT NO. 9943 CONSISTING OF Six (6) SHEETS BEING A PORTION OF THE SOUTHWEST 1/4 OF SECTION 24 TOWNSHIP 7 SOUTH, RANGE 2 WEST, M.D.B. & M. LYING WITHIN THE CITY OF SAN DOSE, o COUNTY OF SANTA CLARA, STATE OF CALIFORNIA. LV SCALE: 1 "= 20' DATE: DECEMBER 2007 z Civil Engineering Associates Civil Engineers* Planners *Surveyors 25M North First Street • Suite 290 • San close, CA 95131 GRAPHIC SCALE 74 75 1 20 0 10 20 40 3 mi o _ ( IN FEET ) 1 Inch 20 tt. ,r)rnz z �o ,-• Sir 1 t tO t M J LEGEND ft Al 20 LOT NUMBER Q �� �`I'°�, �►� DISTINCTIVE BORDER LINE LOT LINE N89 58!00"W P.S.E.. P.S.D.E 65 N89'58'OWW COMMON AREA 113.84' 23.83' 2117' 22.17' U) 38 Ui L" 39 Ui '0 40 Us U) t r 1,310 S.F. 1,219 S.F. 1,219 S.F. N S g S 14 i!q N z z z z N21 32'37"E R t�21'30'37" K, L-3.75' 2Ei,17" 22.f7-r- 22i7'- M w V) R=10 (my N89`58'00"W W -A-90'00'00" PRIMTE STREET �F�' III L-15.71 N89'58'00"W _ 130.17° th R-10.00' E.V.A.E., P.I.E.E., P.S.E., 63 -�90'Oa'00" P.S.D.E., P.S.S.E. 9 8dR IQ F N8958700-W 6--21 `23'21" L=3.75' 141 N21'27'22" R A=68130.39" rri L=11.96' $ $ tt 9 LO 0 33 34 35 kd 1,310 S.F. ;l 1,219 S.F. 1,219 S.F. w 8 0 P $ Q Q N Q S $ $ z R-30.00' z z z 6=48*05'05" L=25.18' 23.83' 22.17' 22.17' N89'58'00"W N48'03'05"W 'I'o ss \&O'b 4 tksa °°'Fb 00. . ✓ SEE SHEET 6 113.83' P.S.E.. P.S.D.E 65 7,068 S.F. OOMMON NEA RIGHT OF WAY CENTERLINE -------� --- EASEMENT LINE BOUNDARY TIE & WITNESS MONUMENT TIE 4 FOUND BRASS PIN IN MONUMENT BOX a SET CITY STANDARD MONUMENT: A 2 1/2" BRASS DISC STAMPED R.C.E. 31954, SET IN CONCRETE IN WELL WITH ROUND FRAME AND COVER ® 3/4" IRON PIPE FOUND (AS NOTED) 0 SET 3/4" IRON PIPE TAGGED R.C.E. 31954 ® SET NAIL & TAG R.C.E. 31954 E.V.A.E. EMERGENCY VEHICLE ACCESS EASEMENT P.I.E.E. PRIVATE INGRESS EGRESS EASEMENT P.S.S.E. PRIVATE SANITARY SEWER EASEMENT P.S.D.E. PRIVATE STORM DRAIN EASEMENT P.W.L.E. PRIVATE WATER LINE EASEMENT P.S.E. PUBLIC SERVICE EASEMENT ( ) RECORD DATA 4, INGRESS EGRESS RELINQUISHED (BK. L656 O.R. 668 & SK. 4671 O.R. 684 & DOC. #19130891) BASIS OF BEARINGS THE BEARING OF SOUTH 43'01'35" EAST OF THE CENTERLINE OF KENTWOOD AVENUE AS SHOWN UPON THAT CERTAIN TRACT MAP NO, 2773, FILED FOR RECORD AND RECORDED IN BOOK 128 OF MAPS AT PAGE 35, SANTA CLARA COUNTY RECORDS, WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. NOTES 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF. 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY OF SUBDIVISION. 3. THE AREA WITHIN THE DISTINCTIVE BORDER = 4.20 ACRES GROSS 4. NO BUILDING PERMITS ALLOWED FOR LOTS 6, 14, 21, 22, 27, 28, AND 76 PRIOR TO ABANDONMENTS OF EXISTING SHEET 5 OF 6 crA osumw 1�11�1 D`637 3q- ( IN FEET ) 1 Inch - 20 fL P.S.D.E i7 3 S.F. N AREA CNI 00 29 1 Cell 1,297 S.F. bp-35'36'23"----" L=18.64' N89.58'00'W 55.76' 3' P.S.E. 34 a 1` (DI N 1,236 S.F. N89 58'00"W 55.76' 3 1,236 S.F. �C14 N89'58*OVW 55.76' A=16'41'42" 32 L=1.46' , vj 1,329 S.F. N73016'180R 104�73'18'18' L=6.40' N89'58'00"W 55.54' -5.04' 1,814 S.F. N89-MOO W 14..50' b �� ,`6 R=5.00' 001fION AREA N L--90'00'00'- L-7.86' ,a S o R=5.00' F o sue, A=84'2743", Ri'Q L=7.3r ¢ 14.26' ! N N o 26.00' 13.00' I z g DETAIL "A" REFERENCES 0 P.M. 362 M 3 O R.S. 194 M 54 3� R.S. 60 M 39 4 TRACT NO. 2773 128 M 35 L656 O.R. 668-671 DOC. NO. 19130891 L`J E 096 O.R. 171-172 O DEED RECORDED SEPT. 7, 2005 AS SERIES #18563292 BASIS OF BEARINGS THE BEARING OF SOUTH 43'01'35" EAST OF THE CENTERLINE OF KENTWOOD AVENUE AS SHOWN UPON THAT CERTAIN TRACT MAP NO. 2773, FILED FOR RECORD AND RECORDED IN BOOK 128 OF MAPS AT PAGE 35, SANTA CLARA COUNTY RECORDS, WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. NOTES 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF. 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY OF SUBDIVISION. 3. THE AREA WITHIN THE DISTINCTIVE BORDER = 4.20 ACRES GROSS 4. NO BUILDING PERMITS ALLOWED FOR LOTS 6, 14, 21, 22, 27, 28, AND 76 PRIOR TO ABANDONMENTS OF EXISTING 23.83' 1 22.1 0 _ 4 38 39 w 1,310 S.F. 1,219 S.F. Iff 10' I 10'LU to , o It P c� N P 21 zl0- z CO co �i N to zl N 2y- �14a 1013i c"' x ON 0 40 1,219 S.F. 22.1 4 1,219 S.F. N21'32'37"E(R) z z Li z �21'30'37" L=3.75' 20.i7'r 22.i-7 22 77'"- R=10.00 N89'58'00"W - 4=90roo'00" 10RI /A TEE .S)2?ZZ- ,r '� .'• L=15.71' N89'00'W S8'130.17' R=10.00' E.V.A.E., P.I.E.E., P.S.E., fi3 -�90'00'00" 57' P.S.D.E., P.S.S.E. 2 446 S.F. 23.50' � t C) --- 0 42 04 tA_ 1,293 S.F. $ •r, � © tA_ A. cm 4-• f -- 5.25' j 23.50 110.17' N27 43'57"E ' 11.29' o N27'39'58"Wa 11 29' L ='1 ! N8958'00"W f 110,17' ts�21'29'21" W _ L=3.75' o N21'27`22"W(R) _ 01 L=11.96' r 33 1,310 S.F. R=30.00' A-48'05'05' L-25.18' 34 1,219 S.F. 48'03'05"W 6ti sss+ 0 00 Ir Q+ Ss. ,90 pp, 0 $ N89'53'20'W w,i I z •- 16.04 Lj $a- ti� N89.53'20"W R n I �Z 16.00, -� z �S• NOO ti6`40'E N W ' t 7.56 ca 0 - Q -- 64 I 8 18 - COURSE TABLE COURSE BEARING DISTANCE L22 N06'27'07"E 20.13' L23 N06'23'07"W 20.13' L24 N89'58'00"W 10.25' L25 N 64`11' 51 "E 11.13, L26 N41'56'55"E 10.25' L27 N41'56'55"E 10.25' L28 N37'51'46"E 16.61' L29 N14`50'33"W 18.71' L30 N82'23'12"W 14.97' L31 N68`07'12"E 14.02' L32 N67'53'52"W 14.02' L33 N 89'53' 20" W 26.00' c7 0 z=; 35 36 37 Ui 1,219 S.F. P 1,219 S.F. a 1,293 S.F. � 0 o N N g t. z w8Y z t•1- 22.17` 22.17' 23,50'1373 'A' 65 . SEE . DETAIL 3? �+~ .- P.S.E., P.S.D.ECb 5 13' o a 7,068 S.F. ►� 8I'l r C MMON AREA w �, o o inrn�ip CURVE TABLE CURKr RADIUS DELTA LENGTH C2 1 2.00' 84.42'23" 2.96' 8,035 S.F. . A-L 5' PALE. FOR THE �`- BENEFIT OF LOT 77 d R=30.94` A-18.31'17"• L=10.00' N69�.Q ` z0: q Id WTATA6 TAW CONSISTING OF SIX (6) SHEETS BEING A PORTION OF THE SOUTHWEST 1 /4 OF SECTION 24 TOWNSHIP 7 SOUTH, RANGE 2 WEST, M.D.B. & M. LYING WITHIN THE CITY OF SAN JOSE, COUNTY OF SANTA CLARA, STATE OF CALIFORNIA. SCALE: 1*=20' DATE: DECEMBER 2007 ivil Associates Civil Engineers* Planners *Surveyors 2580 North first Street • Spite 290 - Son Jose, CA 95131 LEGEND 20 LOT NUMBER DISTINCTIVE BORDER LINE LOT LINE - - RIGHT OF WAY - CENTERLINE --' --- EASEMENT LINE -------------------- BOUNDARY TIE & WITNESS MONUMENT TIE ® FOUND BRASS PIN IN MONUMENT BOX ® SET CITY STANDARD MONUMENT: A 2 1/2" BRASS DISC STAMPED R.C.E. 31954, SET IN CONCRETE IN WELL WITH ROUND FRAME AND COVER 0 3/4" IRON PIPE FOUND (AS NOTED) 0 SET 3/4" IRON PIPE TAGGED R.C.E. 31954 ® SET NAIL & TAG R.C.E. 31954 E.V.A.E. EMERGENCY VEHICLE ACCESS EASEMENT P.I.E.E. PRIVATE INGRESS EGRESS EASEMENT P.S.S.E. PRIVATE SANITARY SEWER EASEMENT P.S.D.E. PRIVATE STORM DRAIN EASEMENT P.W.L.E. PRIVATE WATER LINE EASEMENT P.S.E. PUBLIC SERVICE EASEMENT ( ) RECORD DATA INGRESS EGRESS RELINQUISHED (BK. L656 O.R. 668 & BK. 4671 O.R. 684 & DOC. #19130891) -- - _ N89'559'00*W136.990 .... .,� Gwm. SET NAIL & TAG FACE OF CURB --,- R.C.E. 31954 -7E- 0.25' TYPICAL WITNESS MONUMENT 77 5,375 S.F. a ip v z 3,5-35 6 OF 6 CEA FXE : 0612ZFU3