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14425-4 TR IN THE • CITY OF CHINO HILLS, wi 1 OF 6 5riti) . COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. . Q U) TR A C T NO. 14425-4w W zn, m w pi., BEING A SUBDIVISION OF A PORTION OF SECTION 35, TOWNSHIP 2 SOUTH, RANGE 8 WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF, AND A PORTION OF CL GC y SECTION 36, TOWNSHIP 2 SOUTH, RANGE 8 WEST, AS THE SYSTEM OF GOVERNMENT SURVEYS MAY BE EXTENDED ACROSS THE RANCHO SANTA ANA DEL CHINO, BEING A PORTION OF ;_ T = GOVERNMENT LOT 37 OF RANCHO SANTA ANA DEL CHINO, AS RECORDED IN BOOK 7, PAGE 4 OF MAPS, IN THE OFRCE OF RECORDER OF SAN BERNARDINO COUNTY, AND A PORTION OF BLOCK 2 z a "B" OF MAP "D", BEING A MAP OF AN EXTENSION OF THE SUBDIVISION OF RANCHO SANTA ANA DEL CHINO, AS RECORDED IN BOOK 12, PAGES 47 AND 48 OF MAPS, IN THE OFFICE OF SAID Z •a COUNTY RECORDER. U) m W x THE KEITH COMPANIES MARCH, 1999 ANTHONY CHARLES CUOMO, , P.L.S. 6042 H w . � o a � . CC a CC o Q OWNER'S STATEMENT SURVEYOR'S STATEMENT U WE HEREBY STATE WE ARE ALL AND THE ONLY PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND I, ANTHONY CHARLES CUOMO, HEREBY STATE THAT I AM A PROFESSIONAL LAND SURVEYOR OF THE STATE OF SUBDIVIDED AS SHOWN ON THE ANNEXED MAP, AND WE CONSENT TO THE PREPARATION AND RECORDATION OF CALIFORNIA AND THAT THIS MAP CONSISTING OF 6 SHEETS IS A TRUE AND COMPLETE REPRESENTATION OF A THIS FINAL MAP. WE HEREBY IRREVOCABLY OFFER TO DEDICATE TO THE CITY OF CHINO HILLS, THE PUBLIC IN SURVEY MADE UNDER MY DIRECTION, AND THAT ALL THE MONUMENTS SHOWN HEREON GENERAL AND TO ANY OF THE SEVERAL PUBLIC UTILITY COMPANIES WHICH ARE AUTHORIZED TO SERVE IN SAID ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR WILL BE SET IN SUCH POSITIONS ON OR 'SUBDIVISION, AN EASEMENT FOR PUBLIC ROADS, CITY HIGHWAYS, AND PUBLIC UTILITY PURPOSES IN, UNDER, BEFORE IN COMPLIANCE WITH SECTIONS 66495 AND 66496 OF THE SUBDIVISION MAP ACT OVER, THROUGH AND ACROSS BERRYHEATH COURT, LMNG ROCK COURT, JOSHUA TREE COURT, BRAMBLEBERRY COURT, AND ARE OR WILL .BE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. TIMBERVIEW AVENUE, BEDROCK LANE, ROSEBUD COURT, FERNWOOD COURT AND BUTTERFIELD RANCH ROAD AS SHOWN . ON THE ANNEXED MAP. THE EXPRESSED RIGHTS TO THE PUBLIC IN GENERAL AND TO THE SEVERAL UTILITY COMPANIES SHALL BE AND SHALL REMAIN INFERIOR TO THE SUPERIOR RIGHTS OF THE CITY OF CHINO HILLS. •---r WE ALSO IRREVOCABLY OFFER TO DEDICATE TO THE CITY OF CHINO HILLS. `3 THE �-�NO S q•, Lt4GI� THE STORM DRAIN AND SEWER EASEMENT, THE PUBLIC UTILITY AND SIDEWALK EASEMENT AND THE WATER PIPELINE AND �.. -�O ANTHONY CHAf�LES CUOMO, P.L.S. 6042 v' ACCESS EASEMENT AS DELINEATED ON SAID MAP. ~ c f,1:) REGISTRATION EXPIRES 6/30/2001 ALL RIGHTS OF VEHICULAR INGRESS TO AND EGRESS FROM LOTS 13" AND 4 THROUGH 10, INCLUSIVE, ': No 6042 r OVER AND ACROSS THE WESTERLY LINE OF SAID LOTS ABUTTING BUTTERFIELD RANCH ROAD. `f>,\ 'f', ..----.'". N �,"/,, I643/'5, a� V DATED: 0r DLO' WE ALSO HEREBY GRANT IN FEE SIMPLE TO THE CITY OF CHINO HILLS LOT "A" AND "B" AS SHOWN ON SAID CITY ENGINEER'S STATEMENT a MAP FOR LANDSCAPING PURPOSES. ww I HEREBY STATE THAT I HAVE EXAMINED THE ANNEXED MAP.AND THAT THE SUBDIVISION SHOWN THEREON IS W z N STG SILVER SAGE II, L.L.C., SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP AND ANY APPROVED ALTERATIONS THERETO, CO w J A CALIFORNIA LIMITED LIABILITY COMPANY AND THAT ALL THE PROVISIONS OF THE SUBDMSION MAP ACT AND THE CITY OF CHINO HILLS ORDINANCE NO. 91-01 HAVE BEEN COMPLIED WITH QROFEssio _ m 'BY::. STRATHAM HOMES, INC. p �Y,� 2 z A CALIFORNIA CORPORATION, x/99 ����' Q�R►CHq*0 ��. OSEPH R. LOPEZ, R.C.E. No..18642, EXP. 6/30/01 O z LL ITS MANAGER DATED: Ag �, • Li W I ; 0.0 G, • CITY ENGINEER 2 , C7 1 J � w N0. 10 oALI RAZI 0a PRESIDENT meCIVIBY.• SEPH R. LOPEZo FC NOTARY ACKNOWLEDGMENT CITY SURVEYOR'S STATEMENT s 'STATE OF CALIFORNIA ] I HEREBY STATE THAT I HAVE EXAMINED THE ANNEXED MAP AND THAT THIS MAP IS TECHNICALLY CORRECT. ] SS COUNTY OF ORANGE ] O QROF ESS/0� • DATED: AV/7/..,0 '/,T/�0 / 1tCHAIPI ! JOSEPH R. LOPEZ, R.C.E. No. 18642, EXP. 6/30/01 •1cAt5 � BEFORE ME, S%A RO N L •3>Ew0 S t3 , PERSONALLY APPEARED ALI RAZZ `D Fy CITY SURVEYOR 7 PERSONALLY KNOWN TO ME OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE Lu r4 rn �•O. 18,642 \: PERSON(, WHOSE NAME(?)WARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED AUTHORIZED . F-4c\ BY CAPACITY*3), AND THAT BY4J t' ER/THEIR SIGNATURE(?) ON THE INSTRUMENT THE PERSON(?), OR THE J'J, ,\, CIVlLJ EPLOPEZ ENTITY UPON BEHALF OF WHICH THE PERSONS) ACTED, EXECUTED THE INSTRUMENT. 74r ;�\ (� F OF CALO 'WITNESS MY HAND: ACCEPTANCE CERTIFICATE •, • • _. L I H Y STATE THAT THE CITY OF CHINO HILLS, AT THEIR REGULAR MEETING HELD ON per.E.Aegie Lq, AhOJL.trn,44,&naj",„dSIGNATURE19 Y7 , DULY APPROVED THIS MAP OF TRACT NO. 14425-4 AND ACCEPTED BERRYHEATH COURT, LIVING ROCK NOTARY PUBLIC IN AND FOR SAATE COURT, JOSHUA TREE COURT, BRAMBLEBERRY COURT, TIMBERVIEW AVENUE, BEDROCK LANE, ROSEBUD COURT, FERNWOOD COURT AND BUTTERFIELD RANCH ROAD, SUBJECT TO THEIR IMPROVEMENT IN ACCORDANCE WITH CITY STANDARDS, AND ACCEPTED THE STORM DRAIN AND SEWER EASEMENT, PUBLIC UTILITY AND SIDEWALK EASEMENTS, $4 M1 R D N 1. . 3�.N S t N THE WATER PIPELINE EASEMENTS AND ACCESS RIGHTS, AND FURTHER ACCEPTED LOTS A AND B IN FEE SIMPLE FOR LANDSCAPING PURPOSES. (NAME PRINTED) o WE ALSO HEREBY ABANDON, PURSUANT TO.SECTION 66499.20-1/2 OF THE SUBDIVISION MAP ACT, THE EASEMENT OC z, ;MY PRINCIPAL PLACE OF BUSINESS IS IN WITHIN THE BOUNDARY OF THIS MAP WHICH WAS ACQUIRED BY THE CITY OF CHINO HILLS PER DOCUMENT N z OI� W z A IV tv C. COUNTY. RECORDED SEPTEMBER 15, 1994, W AS INSTRUMENT NO. 94-384146 OF OFFICIAL RECORDS OF SAN BERNARDINO a N MY COMMISSION EXPIRES `�I DO COUNTY, CALIFORNIA, NOT SHOWN ON THIS MAP. = m a I� G 2 2 z i U' zLL al' W 2 DATED: DE G'ewR�,(� -2/, 9 • CITY CLERK, CITY OF CHINO HILLS, cn m ? COUNTY OF SAN BERNARDINO o CC LA a CALIFORNIA BANK & TRUST, A CALIFORNIA BANKING CORPORATION, AS • GC Cr ¢ BENEFICIARY UNDER DEED OF TRUST RECORDED o .AS INSTRUMENT NO. OF OFFICIAL RECORDS. BY: czaaos:D.'<lab LINDA D. RUTH L _____j7)$i BY: ,-Ogoegk 2 • ' AUDITOR'S CERTIFICATE NOTARY ACKNOWLEDGMENT ,. I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE AS OF THIS DATE, THERE ARE NO LIENS STATE OF CALIFORNIA ] AGAINST THE REAL PROPERTY SHOWN UPON THE ANNEXED MAP FOR UNPAID STATE, COUNTY, MUNICIPAL, OR ] SS LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EXCEPT TAXES OR SPECIAL ASSESSMENTS NOT COUNTY OF ORANGE ] YET PAYABLE, ESTIMATED TO BE $ -6---- . . i. ard GJQ ON' 1O 1 19 191 BEFORE ME, AJ I Goa-erre V. C. ARTIER. , PERSONALLY. APPEARED ,, / L DATED: l 2- ;f+[ 9 47__ __- COUNTY AUDITOR . —P44%L "I cAA4t.As F ICAL/ta ,,SR. , COUNTY OF SAN BERNARDINO PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSONC14 WHOSE NAME(IS) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED AUTHORIZED BY: if,01._ ,..4...& CAPACITY(Ic8), AND THAT BY HIS/1R/ nr SIGNATURE(,?) ON THE INSTRUMENT THE PERSON(,?), OR THE DEPUTY ENTITY UPON BEHALF OF WHICH THE PERSON69) ACTED, EXECUTED THE INSTRUMENT. WITNESS MY HAND: SIGNATOR __ • __ '• Y`1. , TER , Y IC IN AND FOR SAID STATE - :14'0 ' � SIGNATURE OMISSIONS: a NOTARY LMrd i `s'-'�� THE SIGNATURE OF. CHINO LAND AND WATER COMPANY THE RECORD z a f j I! o i1 . V. ("QTE� OWNER OF AN EASEMENT FOR PIPE LINES AND PRIVATE ROAD W z N PURPOSES, AS DISCLOSED BY A DOCUMENT RECORDED IN BOOK • m 1 (NAME PRINTED) :v 704, PAGE 72, OF DEEDS; AND RECORDED IN BOOK 646, PAGE g kil) *\4 w- ED LE ' R MY PRINCIPAL PLACE OF BUSINESS IS IN200, OF DEEDS, HAS BEEN OMITTED PURSUANT TO THE a PROVISIONS OF SECTION 66436 (3) OF THE GOVERNMENT CODE, !9— 0 g1 9 8 2 N z _ N1 A 1�I SA P�1 COUNTY. WHICH INTEREST CANNOT RIPEN INTO A FEE O a W May.23, LOCATION: CANNOT BE LOCATED FROM THE RECORD FILED REClU EST CIF g‘4• C,_) } MY COMMISSION EXPIRES Y 1 N oQ . Oh i c a N o 774 two ra nee 5, ! . Q • ON Deremier 1 Dr, 'I 0 cc Cr ' - .{ ABANDONMENT NOTE. - I •. 0IM • J IN • AT 1 PURSUANT TO SECTION 66499.20-1/2 OF THE SUBDIVISION MAP ACT, THE FlLING OF THIS MAP SHALL a. CONSTITUTE ABANDONMENT OF THIS EASEMENT WITHIN THE BOUNDARY OF THIS MAP WHICH WAS ACQUIRED BY BOOK PAGE ad! / S1 . • THE CITY OF CHINO HILLS PER DOCUMENT RECORDED SEPTEMBER 15, 1994 , AS INSTRUMENT NO. 94-384146 i OF OFFICIAL RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA, NOT SHOWN ON THIS MAP. THIS COPY HAS NOT BEEN COMPARED OF a t±-116 j Wm-4 THE ORIGINAL MAP SAN BERNARDINO COUNTY RECORDER v- SAN eERNARDINO COUNTY REQORDER _FEE $ / . ° / I , 1 _-- DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER TR /4/1/2 Sma' ._ �- \ F..._ .,. 2 :\ ,, , ,:.. SAFCO PRODUCTS NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA • SAFCO PRODUCTS • NEW HOPE, MINNESOTA SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6552 REORDER BY PART NUMBER 6552 REORDER BY PART NUMBER 6552 REORDER BY PART NUMBER 6552 ..JI''` POSITION EDGE OF PRINT ON THIS LINE POSITION EDGE OF PRINT ON THIS LINE POSITION EDGE OF PRINT ON THIS LINE POSITION EDGE OF PRINT ON THIS LINE IN THE CITY OF CHINO HILLS, . SAFE? 2 OF6 � 1 5 COUNTY OF SAN BERNARDINO • , STATE OF CALIFORNIA. • TRACT NO. 14425-4 . .. _ I THE KEITH COMPANIES ANTHONY CHARLES CUOMO, P.L.S. 6042 \ EDISON AVE' W MONUMENT NOTES: I 25 • o CURVE TABLE (THIS SHEET ONLY) BOUNDARY & SURVEY MAP 26 <<A • INDICATES FOUND MONUMENTS AS NOTED. No. Delta Radius Length Tangent 35 36 W C 1 (4('39'03" 50.00' 35.47' = 18.52') s R6,*-- - �� • INDICATES FOUND 1' IRON PIPE TAGGED "LS. 5831', C2 (61'02'28" 60.00' 63.92' r 35.37') I (.‘ 8,� �� ��0 \ AVL FLUSH, PER R.S. 83 / 68`- 69. C3 (16'43'13" 850.00' 248.05' 124.91' - COR 19 �!• , N� a \ • C4 (08'11'25" 820.00' 117.22' 58.71' S35 R.S. / �3 J��' �PRo,1ECT`--ti�j,V/ INDICATES FOUND CALTRANS WELL MONUMENT W/2-1/4" BRASS C5 <22'55'50" 186.00' 746.80' 378.47'> \ I aD• ;� cA LOCATION `�, ;� !• �' A DISK, FLUSH, PER CALTRANS RIGHT OF WAY MAP NO. 428511, C6 22 31'S6" 1866.00' 733.82' 371.71' •s. 493 moi._ %�� , 909574 & 909575, AND R.S. 83 / 68 -69. •I / CHINO HILLS • • s ` FD. 2' LP. W/BRASS CAP. STATE PARK Vc-)INDICATES 1' IRON PIPE, 18" LONG, TAGGED P.LS 6042, SET FLUSH, FD. 1'LP. W/SB.CO.SURV. �,yN '�o_ UP 2.3; PER R.S 83/68-69. 124 o / . BRASS CAP PER R.S. 55 ro0 CENTERLINE MONUMENTS TO BE SET 1/4 BELOW FINISHED PAVEMENT 80-84 AND R.S. 83 / ►:�SURFACE. BEARING TABLE THIS SHEET ONLY / / - • No. Bearing Distance) 68-69. \ \ 5 L25 i t :fz$ INDICATES 1 IRON PIPE, 18' LONG, TAGGED 'LS. 6086', g �9� Q o ❑ L1 (N89'55'58"W 333.26 '� 7 TO BE SET PER TR. NO. 14425-1, M.B.AIB263 / 15 24. ) 1 C2 Z �c. •K /`='� L2 010121'14"E 125x96) _ f' ti�� • 0 INDICATES 1' IRON PIPE, 18' LONG, TAGGED 'LS. 6086', L3 (145'50'14"E 328.50') , �, xk5 R FwY (91) TO BE SET PER TR. NO. 14425-2, M.B. 263 / 25-32. L4 (AI53'51'15"E 138.86') i / AO Z• 1i ITY AAAP L5 (104'43'20"E 330.15') c 1 �2 �s�'�o� 126 • 1.2 INDICATES 1' IRON PIPE, 18' LONG, TAGGED 'LS. 6086', L6 (N43'12'30"E 436.54') % N.T.S. • TO BE SET PER TR. NO. 14425-3, M.B. 263 / 33-40. 1'`� 45 O / L7 (N652112"E 515.03') ��d �- o j A 1' )RON PIPE, 18' LONG WITH PLASTIC CAP STAMPED 'P.LS. 6042' L8 (N51'48'48"W 225.27') o�q�, r TO BE SET FLUSH AT REAR LOT CORNERS. 0 L9 N24'54'43"W 60.00' \ / o <F Z SCALE: 1"= 400' L9 L 10 0 L10 N70'57'20"E 60.32' ti ����'o . LEAD & TAG P.LS 6042' WILL BE SET ON TOP OF CURB ON L11 130'49'00"W 170.46' C3 illIP -- `-'-;,_ C4 6' ,� ZPROLONGATION OF SIDE LOT LINES IN LIEU OF FRONT CORNERS. �, \ / �.� O _ L12 130'49 00"W 523.53' ��N• r •� ( ) INDICATES RECORD AND MEASURED PER R.S. 83 / 68-69. L13 <N20'49'21"W 396.27'> °` �'1 (3 q• • L14 <N83'38�33"E 157.00,> .��.�',�,°�� %.,:f: L39 ��j' �° ,�`� RA�•CriO SANTA ANA< > INDICATES RECORD AND MEASURED PER TR. N0. 14425-i, L 15 <N06'2127"W 110.00> N \ • ��, ,,,„�,,,M.B. 263 / 15-24. L16 <N83'38'33"E 57.00'> �� ��p \ �� ,�'L� "�� .,nl�.v L 17 <N06'21'27"W 91.00'> �°/�� o \t514) x53 / [] INDICATES RECORD AND MEASURED PER TR. NO. 14425 2, .p 'M.BJ 263 /25-32. L18 <N83'38'33"E 271.00'> b'`�� �s�oo L, -yo5� L19 <N5746'59"W 104.73'> • � • d o x. t L20 <N36'08'01"W 453.26'> ,o �; \ \ L21 188'06'45"E 218.22') L7 L8 �`����' \ R.S. 83 58-5., COMPOSITE DEVELOPMENT PIAN NOTE: ( o �'F` LI 1 u • L22 (1\130'50'47"W 431.92') �'��� �, / L23 0\163'34'13"W 191.00') `9is o t1C'. �, , A COMPOSITE DEVELOPMENT PLAN (C.D.P.) AFFECTING L24 (N23'22'47"E 300.00) O \ FP cP 4?n . THIS MAP IS ON FILE IN THE CII)' OF CHINO HILLS \. L25 (N43'15 13"W 330.00') ��� C6 '� 12 0 "��• / '‘ OFFICE OF BUILDING AND SAFETY - L6 .•• ��� Il ► L26 (N1727'13"W 406.00), 1, , „ / • L27 0101'15'48"E 361.04') ;\ ISI* �: ' ` s L28 128'44 52"W 347.50' b� ` OD ���R \4 ��a �E4SE (ENT NOTES. , , ,41. .. .. K �� l ory / L29 105 57 46"W 171.24 .�1:: ►' �r • L37 \ L30 N83'38'11 E 38.92' L5 \ ,o _ e CO• ' CENTERLINE OF A 20 FOOT WIDE EASEMENT TO THE COUNTY OF SAN L31 NO6'21'50"W 220.00' c_. 0 \ v • 4/ 9 / A 0, BERNARDINO FOR WATER PIPE LINE PURPOSES RECORDED JUNE 4, 1992 L32 N83'38'11 E 69.54' F' N -••0 • T \I-43, '�� ' �' d •AS INST. NO. 92-234792, AND ON JUNE 19, 1992 AS INST. NO. \ nc• '•� �� ,o �'J 0�' 7 92-L259218, BOTH OF OFFICIAL RECORDS. L33 N70'02'36"W 89.63' .: _ 0V .0 �• m �� •- 0 si 0 O �� \L34 135 55 57"W 223.35 .y -_`ao% o�� �� 0 •,s`3.. �' L35 N3709'58"W 303.31' 4P. '�► �= s��% �'o �� A VARIABLE WIDTH EASEMENT TO THE CITY OF CHINO HILLS FOR L36 N35'11'38"W 130.82' f 1� . E '�, O o,� 19' '�, ZA� ; ;kiss ® HIGf�WAY AND ROAD PURPOSES RECORDED SEPTEMBER 15 1994 AS , " , •tia '.� BED 0., ' _ > - ',,r� L36 ,o �, .� INST. NO. 94-384145 OF OFFlCIAI. RECORDS. L37 128'5739 W 302.61, h'• �2A r o,9�Apo (x.r,V L38 N32'17'00"W 335.14 . �,'` / I N o� F \ ' L4 CP o y o F: tj / Z4, • L39 15743 00 E 36.24' , `'' • .s �� �'` os o as CO A VARIABLE WIDTH EASEMENT TO THE CIT)' OF CHINO HILLS FOR * n�, l / L13 ,r '�s� G 6' �` ti SLOPE, LANDSCAPE AND IRRIGATION PURPOSES RECORDED SEPTEMBER ✓ \ g O� \ 15, 1994 AS INST. NO. 94-384146 OF OFFICIAL RECORDS can r'a, 1c ��` �n A 20 FOOT WIDE EASEMENT FOR STORM DRAIN AND SEWER PURPOSES �°o �"- Z \ C • j �` Nfr` �"� \ • J `"-`o ® HEREBY DEDICATED TO THE CITY OF CHINO HILLS. v LA \ z o "'civ'i/ A FOOT WIDE EASEMENT FOR PUBLIC UTILITY AND SIDEWALK • LA cmc r N w L35 •3N © PURPOSES HEREBY DEDICATED TO THE CITY OF CHINO HILLS. 1��'� R.S. 1 �- a �NOr ZQ U.S.C.E. S ,h 83 5., 5„ o �,, cn w o o L34 NO 79 \ I. •o • A 20 FOOT WIDE, EASEMENT FOR WATER PIPE LINE AND ACCESS • .c, \ 7O L33 L32 PRADO e r •v (e) PURPOSES HEREBY DEDICATED TO THE CITY OF CHINO HILLS. �,� N V 13 1111r Air I BASIS OF BEARINGS: - W PARCEL 1 OF N N FD. 2'I.P. W/BRASS CAP. uP• \, .0131'....... PORTION OF _284969 O.R. 41) • . az, PER R.S. 27/67-68, A E THE BEARING SHOWN HEREON ARE BASED ON THE SOUTH LINE OF • INS'• NO. 89 �/ �� •�� L14 L30 L31 AND R.S. 83/68-1i9.•o6,) ,) ,n THE S.W. 1/4 OF SECTION 36, 15 L19 /I (88 E g23•� a �' T.3 S R.8 W, S.B.M.S B.M. BEING ` 1 ~ L 17 vi N 89.57'44 W PER R.S. 83 / 68-69. • 0 AVENUE '9 N��•5 I L18 -� \ ch 1rn L3 )11k C L20 a I L2 �► t27 • 28 / 0 34 35 (1138.46') • (816.60') 6 1834.04' 473.67 3 (N89'S6'4 1955.06' �� , -.0 N89'57'44"W 2307.71') Ll -o 2 1985 E S s A ,(1(67 W) (N89'32'42'E 2599.85') 2 1 \ ( \ 0 3 T2S R8W 3�oT2S R8W , 1985 Z� T2S R8W R8s HIGHWAY ROAD ESMT. .‘,15 RB1� E S34 I S35 S 35 . 5351536 IV O.R. 93-363498. > 315; •C 1 S35 o SMlT• ;;;Nol M 1a S3 I S2 S T3S R8W 2 '4 S2 °DS2 S 1 4is3s NW cn 1 a T3S R8W SS •RR i T S J 155151 Op •� T3S 1 i8W �,• I ! S. 493 - L•9 !'4933 /8 3� _- �'ovN962 SJR �, ; . CO9)5 c.N) o 49 TY �� . 1962 SJS ROW R \ FD. 2'LP. W/BRASS CAP. FD. 2'I.P. W/BRASS CAP. FD. 2'I.P. W/BRASS CAP. FD. 2'I.P. W/BRASS CAP.I 00. UP 0.1, PER R S. 64/ UP 0.1, PER R.S. 83/ UP 0.2', PER R.S. 35/ FD. 2'I.P. W/B' i• CAP. UP 1.0 ID. 2'I P W/EIRASS.GAP. UP ►� UP 0.2; PER R.S. 83/ \ (1.2' .PER C.S. 10029-1 AND "� 53-55 AND R.S. 83 68-69. 68-69. 68-69. 39-47, AND R.S. 83/ I -69 PER R.S. 35/39-47 AND R.S. 83/68-69. R.S. 83/68-69. 7 • IN THE CITY OF CHINO HILLS, witai 1 3 OF 6 SHEETS • 1 ; COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. cc Li c9 1 o L W zN m 2 p 2 u5 �, W ❑ = m E 2 THE KEITH COMPANIES ANTHONY .CHARLES .CUOMO, .P.L.S. 6042 2 2 z i COz , E V Q a ' 2 • a w - m W 1TRACT BOUNDARY AND ~ w g a SHED I INDEX MAP cc .a 1:3 � . o au •-26 25 35 • 36 FD. 2" I.P. W/BRASS CAP. UP 2.3', PER R.S. 83/68-69. • BASIS OF BEARINGS: LINE TABLE . THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE • . LINE BEARING • DISTANCE . OF THE S.W. 1/4 OF SECTION 36, T. 3 S R. 8 W. S.B.M. LI -N63'32'00'E .20.29 BEING N 89'57'44" W, PER R.S. 83/68-69. L2 4' ' 7' . L3 NN '4912'228"EE 10620.5740 LEGEND: L4 N59'44'32"E 43.76 L5 N48'22'57"E 63.77 INDICATES MONUMENT TIED OUT PER SCHEDULE OFIli L6 N54'54'51"E 63.14 TIES TO BE FILED WITH THE CITY ENGINEER'S • L7 N6708'12"E 23.23 1,4 OFFICE. ( L8 N69'50'49"E 38.91 L9 N7736'00"E 113.26 CC �'z .• 1"=.200' LW S82'35'07"E 1475 W N Ci) INDICATES SHEET NUMBER. .SCALE Ca W LI I N7736'00"E 187.50 o w ALPHABETICAL LOTS, "A" AND "B" INDICATES OPEN • • L 12 N71'55'00"E • 387.19 ❑ _ T z SPACES AREAS TO BE DEEDED TO THE CITY OF L 13 N65'S9'39"E 56.33 2 � � � CHINO HILLS IN FEE SIMPLE. L14 N51'58'00"E 106.40 CD • a W L 15 N34'30'07"E 43.84 cn >-m ALL DISTANCES SHOWN ARE IN FEET. Z L 16 N21'12'311 E 29.66 iz Q o o R THIS TRACT CONTAINS 101 LOTS AND 16.32 ACRES GROSS. LI 7 N08'05'02"E 25.24 CC GG 0 a. ¢ L1-8 L18 .N61'01'07" E 20.01 Q L17 L 19 S30"4900"E 523.53 Cn L 1• ""° L20 S59'11'001W 114.16 L 1 L21 S6723'00"W 54.38 4 L14 N� L22 S7738'00"W 120.51 L137 123 125.69 L12 011irli S6915 00"W I ��g L24 S74'30'00"W 77.95 L11 q5 18 125 S80'10'00"W 50.00 L10 0\ L26 S09.50100"E 40.59 • /L8 L9 I� 0 81 . , �L 7 L27 S80'10 00"W 81.54 L6 ` 'I 8$ 02 91 128 S13'55'00"E 178.59 L5( \ 69 ` C, 90 52 `i OSEB 85 L29 S0730 00"W 64.99 L4 2g B es Bg a L30 N82 30'00"W 24.73 L1 39 . . 93 56 1 . VS, Og . 61 . .CO L31 N70'09'46"W 33:47 61 D 94 ) *0161111242 1 00 ► L32 N25'S7'30"W 491.16 235do' �`' 66 9ti L33 <N25.57'30"W> <164.71> \\ 1,Aci:Soe6 0 10 98 ,96 4 1 2g v, a L20 L34 <N19 47 09"E> <54.45> L. 9 .t:e4 l:k 20 31 -�- 65 121 53 .F0 is L35 <N25757!30"W> <110.00> 9\: 98 44 0 84 �1 L22 L36 <N71'42'09"W> <54.45> ia&vt0 i %.11278 123 c, 28 45 gll 60 4 L37 <N19'55'13"E> <34.46> vc L25 , � ' is OS 51 c 81 L26 ��� L38 <N24'12'03"W> <33.00> �� g call* VI 7 7 L39 <N65 42 58"E> <3.33> 0• 16 • Illi• •IS50 • y 62 L28 0 L40 <N24'22'01"W> <33.00> o IILIfdiOla BARO 1' �1 49 4CC w 9 -I W z , , �n . 'a L=bJ/.gib4=A I./.7m Z W ->>83.°0 !� L30 0 w CO ! `BUSH TR ". ow WW31.52131 -CO i- tkoSAG i k r - 5$3. _ > 2 z 1- gE s1i)r ' A �. • g o #* ��\ -c z mw CA s ‘0 \ ‘59 ' ‘ --A --)' _.--, 4""" --.c-\ Q L;# \ ..._vi --Y7 CC GC CC �� - - fir, L7 =�' , > J Nom, ��� -x J ` moo, �> C J `). " ► `1\ ( "\ LSJ\ � J _ > 1 �3� r J, r C.\1 VD �> \ . z �d 1 -) J J N- C(�1 > LP I moo, 9 `l\ t',.!. I s { ' J . o • N J w a S'-'W z N N L36. mI � in _ gio n`�'%J3 ' !E rn -411 . O 13 .;- N L35 N z = g_ (7 z a o E i } AL34 z� cn m W z N U w ~ �� Q� oo . b 1 L33 CC /9 a ¢ Mo ❑� o( 11 35 36 146.86', E a. - 2 (N 89'57'44" W 2307.71') -.--\--- ' FD. 2" I.P.' W/BRASS CAP. 1 <105.44'> -FD. 2" I.P. W/BRASS CAP. I j o UP 0.2', PER R.S. 35/39-47 UP 1.0, PER R.S. 35/39-4 7 AND R.S. 83/68-69. • AND•R.S. 83/68-69. N .. . - \ • 1 • IN THE CITY OF CHINO HILLS, Sr T 4 of 6 SHEETS ' COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. ac o W z` N y i= Tw i= THE KEITH COMPANIES ANTHONY .CHARLES .CUOMO, .P.L.S. 6042 2 2 CO • Q e a LINE TABLE CURVE TABLE CURVE TABLE 2m >-. = No. Bearing Distance No. Delta Radius Length Tangent No. Delta Radius Length Tangent I- w L1 N59'44'32"E 43.76' C1 00'23'55" 1866.00' 12.98' 6.49' C21 35'30'34" 45.00' 27.89' 14.41' Q o o L2 N74'12'27"E 20.57' C2 02'15'4.1" .1.183.00' 46.52' 23.26' •C22 108'42'•1.1" �.45:00' .85.38' 62.74' CC a ¢ L3 N63'32'00"E ' 20.29' C3 10'47'32" 325.00' 61.22' 30.70' C23 48'48'33" 65.00' 55.37' 29.49' 0 o L4 N70'09'46"W 33.47' C4 10'47'32" 275.00' 51.80' 25.98' C24 43'31'18N 65.00' 49.37' 25.95' a L5 y N30'45'41"E 27.75' C5 09'13'32" 325.00' 52.33' 26.22' C25 39'17'30" 65.00' 44.57' 23.20' I/ (0 L6 t ' N 13'10'00"W 41.84' C6 0759'56" 275.00' 38.39' 19.23' C26 03'10'24" 1183.00' 65.52' 32.77' if L7 N58'10'00"W 35.36' .C7 5419'14"14" .55.00' .52.14' . 28.22' .C27 .0727'32" .1.183.00' .50.77' .25.39' L8 ` N76'50'00"E 37.71' C8 ' 78'10'00" 27.00' 36.84' 21.93' C28 06'08'38" 325.00' 34.85' 17.44' / L9 N84'54'47"E 12.35' C9 28'57'18" 55.00' 27.79' 14.20' C29 10'01'56" 275.00' 48.15' 24.14' L10 N45'01'54"W 36.06' C10 36'52'121 55.00' 35.39' 18.33' C30 60'11'01" 45.00' 47.27' 26.08' GRAPHIC SCALE L11 N31'50'00"E 35.36' C 11 0732'01" 55.00' 7.23' 3.62' C31 62'47'40" 45.00' 49.32' 27.47' 40 0 20 40 80 160 L12 .N 13'1.0'00"W 7.38' .C12 .21'25'17" .55.00' .20.56' 10.40' .C32 41'1.6'57" 45.00' .32.42' 16.95' Iminiejimmiimmilimmimi . L13 N5705'41"W 27.75' C13 04'27'15" 65.00' 5.05' 2.53' C33 54'39'19" 45.00' 42.93' 23.25' L 14 N69'50'49"E 38.91' C14 2706'57' 45.00' 21.30' 10.85' C34 05'49'51" 325.00' 33.07' 16.55' L15 • N62''08'12"E 23.23' C15 30'04'27' 55.00' 28.87' 14.78' C35 00'45'36" 275.00' 3.65' 1.82' ( IN FEET ) • L16 N65'00'41"W 33.66' C16 03''23'41" 325.00' 19.26' 9.63' C36 00'09'58" 1150.00' 3.33' 1.67' 1 inch = 40 ft. L17 N84 54 47"E 47.65' C17 14'10'41" 45.00' 11.14' 5.60' C37 03'25'28" 1183.00' 70.71' 35.36' L18 N45'01'54"W 14.86' C18 24'14'47" 55.00' 23.27' 11.81' L15 L 19 N45'0154"W 50.92' C19 04'38'54" 325.00' 26.3 13.19' " 63 4' -� r L 14 L20 N25'00'00"W 17.30' C20 82'24'42" 45.00' 64.73' 39.40' N54•54 51 E • o �•,-, .77 ' � H7T , 36 �Z'S�E 63 • 4713. 1E 11326, IN 8g t=00'23'551 N63'38'35'E (�) N62'49'28'E 106.40' �i Chiftsft,,,ac, � f L 1 -� w ,�� L=125200 66.00'' '-? C1 74.37' 0 32.0. 'x/ 0 23 ►�`1, ?', \ �i T=6.26 N33'S6 56'W1 20 V21 ��ti / ,6 66' 66' 1.0 - .(RAD) ' • .-, - . � .� \ / R=45. oo, 11 / �� , 132 t %k, Id ffc7 / CP z / cD �0 / z \ LU N65'00'00'E 75.83' II N89. _ C.), 24 / .\ 2 2_ N63'38'22'E J qz �D�, 'C•32- (�) N74'45.15.E N Fb/ '�'O� / 0' Z 1 :•.- .6 �� (140) 661'' o 7 33 U5'38' R:-•06, � • a o 9 �f • I �`L \ . 2 a w �7 g y, 3 N76.�30, D 'oo ,�� m o cAkgr c, co o �O> 49'E 7128' �� � o I �'0 JiO,Q � C17 N7s16'00bE 1-- < • cc ( \ 12 = 2 n ¢ 1.07' 21 (7------o w N68'10'37'E (RAD) 68.81' �' � a N65'00'00'E 94.81' `� ❑ . I 0 0 '. 4 co ._ o i cn t 1 25' 25' h N to 50 i N65'00 00'E 72.90 Nz5' E 3 / h • 3.00' 1600" 6. 8 .g O I i 3.00' 7064' k o I o © I ^ , �� _N51_38P C k . 0 13 0 _ '� C7 . N7rs4D) N65'00 00'E 93.81' ►� 0 35'E `� c�^� © •' y 9 CO 20 o ttp�� ,>E5�, '3'' , I N65'00'00'E 70.41' I a _N_74'02'24'J 0 I N69 26'09'E ,A ►`� ' ( (1A01 P,C C E Os- 6 7 $ o, (RAD) 63.45 I v o 26 1. • c 0 0 3 0 I c0 N b I L.., vC6 I I. 3o. �� N • $ '� ('- ) "� 4.94' ^v . N $ 14 h N65'00'00"E 92.80' I oo Z I N o coo N66'02'28'E 89.86' `o a, P) co 3.00 z 3 19 25'( 25' I �� t � r. I Qi 3.00' �^ r!' b. .$. .I N65'00.00'F .67.95' . 5 O .. ' . ..b I in I N I o 01 // Cr) 6 $ Z N66'02'28'E 64.20' I $ S -..v 000' © 27 coo I ^ o I co 3 I o) 3I / C.' W g 15 ': '� Q w N65'oo'0o E 91.80' co A 18 ,,I ►`�; r`:; "' N6E02'28'E 77.54' I 0 L "' ,� z z Fn CC z I I 50' I co I Ma O Z ` re) Ca 2 LU Z n • w o0 25, 25 9 I N65'00'00'E 65.49' •12.08' I 0 / ''' - 5 N I c35 "'� • m • o y.3.00 I �- 3.00' o� 2 o 6 .8� 28 Ci) 1 O. 2 ? ,��, I �'PqpJ?�2•� N N66'48'04"E (RAD) 66.73' i �, `� 3 t z Q o 0.3 F •43 \ C9 ^ cmc °�' N co ^' 2 cn m W I N65'00'00` J �C 13 I �' I -� p j I- w o E 81.65 ,�, 16 .3. �' N70'41'22` LI o / /` •o I o ,� E (RADJ 68.13' _ �t I Q cc g o b h 17 � (' I ❑CC CC CC a I ^ II I III , _ ' :1,z; V I Oo N Z Co N ' LL Q Z L12 -"um" I N O _./. •�. \ I I fri 4 ® °.0. c X3¢.07,_ ----- git ��, �, I 29 ' N7 •`3981' �' I o', >o D ,-, �'ooy 7388, ki 'Q�� `9sr' [i (Nicfs a 8 nc, '00' N76.50, N h I , N76'S0, el.. I • ��9 3d E••• s 3617• 'E.O ab"E 6636, In I . N ��, \ •oo- 11�388' N I I 'Tx e, N� 50 .�. 134• ,37, cs �8 N IIc12 ; 41) r C25- I IN._ co 66' . .66' .ro 3 h� c11 $I 3 I gi 30 4� 1 132' 4707' erw_ ' !� ,� Api .1 it,_ i fit , �� (84 P. • 'Zs 3 1 I o /V76-50tiret�� \, !� -� 2 3, 3 I? 1 .. -* 66�' N64'02'30"E a' �°' a� i b I�- h x6.00' LOT 'B" ���� - 2 `�°p' _ 1 r , 1�- .3°p. ,, / sr `'s4�4 £1? ( L9 =i = 31 ~/ = h/ �l ,� /1 L G37 �G�• I l\ 0' 25 25 ' Pre )• 31 m I -.o �- d=09'03'241-9- * ' 8 C L21 ..\ ' ryrco o d=01 '35'29' ?•cNr g M d=31 52'01:111:::5C 7'00 27 o/Is 3, L=31.94 N "" to r:-.. -/' ki / Qi 0 2 R=1183 ,4=04.1 , , i� Q S64'02'3�W 48.46'\gt) N64'02'3 56.48' �p_ d=1 - 00 7 14; =88 $'i/ l l 5 L=224. 77 g .S?.. _ ®1w E d=33'..27'.30' R=1 , _ C2 1 / C36 • Lli a z cu l 14 al cr, _ - M 00 L=6• , 55, - i.3 "� x,657 CO (Ni S4G'�j j�lyU 45(Ail .65, . •.96• / zN -,.......„_4 -6,8.,_,0 0+ ^� 7`33 . . ...,// C� .'-.V z LL I ?'R x,17 hr) �.?3• 1 ' n W E \ / . , , nr yin 4475 �/Zi� •.30,w Z :"-' , cn m L' A I M.B. 263 1!' 33-40. F- ¢ o 0 U w Z ^ ' CO ❑ y E w QO w a Qf O w ` M 1 cc ¢ o I / • Ic. / I / 5 o / ...--.7%.. . ., / I I / / 6 4I /1 .4 ./ / ry I I • _ _ / �� I / / / / ` i • r . L . • IN THE CITY OF CHINO HILLS, SHEET 5 OF 8 SHEETS COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. --•a 0 W z 14425-4 . coc, G i , TRACT NO• (D �: W � a . N 2 IL. : THE KEITH COMPANIES ANTHONY CHARLES CUOMO, P.L.S. 6042 • co z c a ° a G mO 111 �'�`� ' R -ti N71'55'00'E 387. 19' Q e L 52.23, '0 p b1.&9 CC a ¢ 0�- �V7,T,16'0o"E i b 1.bb ❑ o \ 14.,555' 41'.5!1' `U 1/ebb 5.5.4U c u i / \ co 0 0 v, ` (p .�?, \ trtl 4s� \ o _ 3b "f'2 3 / 'b' 71 ' . 0 40 3 70 1in41:4k/ I \ 41 b 69 3 ci, WZ Z ab./ \ g N b ZNZ w 17 0 / L r �s \ pp �;.� z -29,06 /� `� , =s1 x,.23 - UTr C7- T_ 16' E 129.45 " ' o ��,' � 5-....1 1.� 57. 19 /4 C3 \ ._CZ 39 N661 - LINE TABLE ,�' tit0� C14 N73'55'00"E 45.80' C47 �0 loo. Bearing Distance - 6 � 129.45_ \ h EN6601 00"E - • L 1 L SO8''02 00 E 7.48' \ 39 � �`� c�i joSBITD �, L2 S13'30'00"E 5.29' 3 _ � X4.00 114.4 in (v,")/ r° 0+ f-35.18'-�� - _0 =0T54'00" 45. L3 S06'44'00"E 10.41' I o v •2 N73'55'00"E 80.97' R=250.00' 70' 18.58' L4 S82'35'07" ^� •1 =34.47 _ 78. N65�87' L5 S23'59'00"E 15.04' / , i+0� tki 5.00 11,;17,3 '° N LA / = CIO N83'16'o p, , 1 ►r•? D . �°� , , 3 w L6 S23'59'00"E 15.22' X23 p - N73'55 00"E 80.97 -� � cr ,,,,o / h`� i,� -43.38' 37.60' -C4 q S? L7 SOT58 00"E 11.37' 675'45 o2"w ,r ,, 0 L8 S15'02'47"E 6.07' ( ) c ,�o 31 Q L9 S66'56'47"E 27.80' w �' io 1 Z 56 P, o L10 S14'20'00"E 13.86' �- 0 38 +t E ®� ~I`" w z L 11 S 14'20'00"E 5.96' N5q' a •c: - o I �+ 25, + 3.00' L.12 N39 28'22"E 27.81' f 3.0 ,42 3 N 5 5 59' t w L 13 S48'2132"E 27.70 © ^ cq w L 14 N4755'21"E 27.92' 1" ' 2L150I $39'50'44"E 27.62' N8'T 16'D0"E 7147, o - ^ ^ Z ©� r N73'03 40"E (RAD) 70.34 za L16 N21'01'00"E 26.87' 26 3 00' l 23' 13 25, 3 3.00 -� it .e, U I -7 ❑ • ELI iii y 3 $ Q' N8+3'16'00"E 76 72, N7T 11'59"E (RAD) 73.36' 1 c b, c� v/ 2 } 2 © Ii c 31 LuCC 3 z 57 ^ Q ow N 37 71 0 E „room CURVE TABLE b E aC43 N 54 •N84�56'o¢'E No. Delta Radius Length Tangent g i • N 24�� Cl 06'03 06" 275.00' 29.05' 14.54' .. ,) W N7759 0"E (RAD) 74.61 Y �, O o N CO 28 06 E 66,s9' C2 06'46'50" 225.00' 26.63' 13.33' '" „ ►�, l' --____ __, C3 01'07'10" 225.00' 4.40' 2.20' 1 a 0 N76'30'o0"E 76.38' Nom' ' v C 01'51'27" 275.00 8.92 4.46 w � 28 os"E 70 N C5 10'18'01" 55.00' 9.89' 4.96' , o I I 55 $ PitS C6 18'39'17" 55.00' 17.91' 9.03' 36 $ $ $0 58 C7 3725'49" 65.00' 42.46' 22.02' N I. 3 O C8 11'10'59" 225.00' 43.92' I ' 22.03 N 7 44 ^ � 53 A • C9 0702'40" 275.00' 33.81' 16.93' N N ix I ,0 3 0 o c� '"� 3 • C 10 80''39 00" 27.00' 38.01' 22.92' N76'30'00'E 73.16' I $ co o ,i7 N8S28'. E 70 36' C11 3731955" 65.00' 42.58' 22.08' N o 12 C12 4709'32" 65.00' 47.83' 25.05' d_, LLI 1 '� h ( .,. C 13 21'26'20" 65.00' 24.32' 12.30' W I N76'30'00"E 70.42' o NS . D Ll C14 28'57'18" 55.00' 27.79' 14.20' I 4 40 50"E ,viuss ^ I,,) ►� C15 08'16'07" 225.00' 32.47' 16.26' 0 35 $ I 49 1 �^; 0 59 6, C16 05'17'00" 275.00 25.36 12.69 g g �, C17 01'29'00" 275.00' 7.12' 3.56' ^ 4444 ^ ^N N , I !; o (1 / C18 06'46'00" 225.00' 26.57' 13.30' I N N •N 45 ^ N o 00 C 1�9 11'52'24" 275.00' 56.99' 28.60'• ►)o t' `5'2 `. .) o •"- v v C20 0(132'02" 275.00' 2.56' 1.28' i N7E3o'00"E 71.86' N o o I N78'23'52"E (RAD) 72.70' 2 3 3 ) Ln a N v`ft C21 00'47'16" 275.00' 3.78' 1.89' 29 I I �, C22 09'00'50" 275.00 43.26 21.68 R P 1 N76.30'00"E 64.67' c o N T • ,b,� C23 0704'14" 225.00' 27.77' 13.90' Z �*34 z a N754o'Oo"E 69.71' , C24 02'43'52" 225.00' 10.73' 5.36' �' C25 09'32'01" 325.00' 54.08' 27.10' ' g ( `� I o 60 W o C26 05'49'55 275.00' 27.99' 14.01' I o 46 - '1.8 c C27 08'37'57" 325.00' 48.97' 24.53' I i W z N C28 12'09'28" 275.00' 58.35' 29.29' Io 51 0 ►� I; N m C29 0154'43" 425.00' 14.18' 7.09' N76'30 00"E 72.49' IT .,p; i N LLT , , `t o `� N75'40'00"E 63.60' a �, C30 0703'36" 425.00' 52.37' 26.22 �3, C] ;_ ? C31 08'38'23" 375.00' 56.55' 28.33' 30 1 N76'30'00'E 64.03' It W N 2 ' z C32 00''16'58" 375.00' 1.85' 0.93' - z z Q o C3,3 02'29'44" 1183.00' 51.53' 25.77' g 33 N75'40'00"E 70.56' a. C34 01'52'59" 1183.00' 38.88' 19.44' • g I L 3 z oz1 I* z 61 L C35 01'01'25" 1183.00' 21.13' 10.57' N 50' i.; - -- 47 . fr, ,- ct o C36 02'17'34 1183.00' 47.34' 23.67' ' o ES r o C37 02'15'10" 1183.00' 46.51' 23.26' to Pa ¢ C38 18'09'58" 325.00' 103.04' 51.96' 3 N76'46'58"E (RAD) 73.11'• '' Q o50 I ccl ) c,, c'4 C39 1759'23" 275.00' 86.34' 43.53' c I � oo /a c N75'40'00"E 63.15' j) e i X11 a N78'24'43'EIs - t. (n C40 09'48 06" 275.00' 47.04' 23.58' 3, N ,Z (RAD) 64.38' Q C41 09'48'06" 225.00' 38.49' 19.29' " ' z 3.00H gib • C o II 3.00' C� C42 08'58'19" 425.00' 66.55' 33.34' 32 ® - a '� N J z ; r`� C43 08'55'21" 375.00' 58.40' 29.26' 21. 1 N81'29'S�E r'� - I 62 , r,') .o o ) 70.,36 h �o - C44 06'46'00" 275.00' 32.48' 16.26' Nom, o ►•� I^ �v o c`q C45 19'2706" 225.00' 76.39' 38.56' - � �°- v o 48 I `' i S � . C46 19'27'06" 275.00' 93.36' 47.13' Nos•?8, N •Z- o v I �- C4;7 0754'00" 225.00' 31.02' 15.54' AV Jelw 1, j l ` �8s'28'19"Eco c�'os o ' t .0A07 _ _i_i - o I ,.. L.. , y u,1 i 4...0477751` �r 3:00, ,�'O RAD 6B 07, < `� �_� Nor11'23"w b %���so X20 a,� 3.00' • _ _. P . . ry ., „,,.,,_ / 2.i, $, 63 �_=08'50'00'b____L=.177.30' N . ,, -.._ 034 \ 04 .1 2 -0= 4vi•�7� ��0 �S86y0.2" 14 54, SAGER 4•=3P,7.304_�-4 0 00; 1-88.,53, % S06a28',35'" �1 I.TEBRU 11,80. 0--....J.:-...17, 3 4+, r 7� _.__w c ) I , - . SH o �,sj95\ . illii**414463,.. �� � _ ...„. 1.,55, .N LI I C' 4• /y v1 ' \ j 70.° si , I -7 _) rS 1 8 $714)Z7? T 3_ . l W GRAPH / IC SCALE NB2.. / 9 / so M 2 0 20 40 0 W _ 8 160 O 4 CCI y I 1 u.1 . / ^ 100 506, "� _ V / • �` = itl \‘) /ik / ' z n * ( IN FEET i I ('2 41 ,1 ;I:, s 1 inch - 40 ft. / yC'` / § N cocA . s .., 4 . . . a� 7 .,„ ,„, a / &7 (40 , occ V 1jo � . , • . • . . . . . . / /. co a 3 ' 5, • ? . S • IN THE CITY OF CHINO HILLS, SHEET 6 OF a SHEETS COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. •ig 14.425-4 cc Z NO. . CO Lip, w '° 2 THE KEITH COMPANIES • ANTHONY CHARLES CUOMO, P.L.S. 6042 2 z CO z . d 2 m cn _ w cE D - GRAPHIC SCALE Q a cc 0_ ¢ 40 0 20 40 80 160 0 o U LLQ Iiiiemam16.01... ...1 U] y f ( IN FEET ) ,& ,/ L 1 inch = .40 ft. I N61'01'O7'E ---.4 20.01 .......0 / N08'05'02rE 25.24' • • N224 661rE . - 20.00' Z _. • (1L71• • � \. ... 0 • • 7b1„,16, 56.33' I oJ6.24�94 NOME rE -:-.164• ;4.' I o) 49. L /�� 4 . g h 6.34'-2-16.87' o 79 I QQs 73 3 o 'g o O ` 78 N , 74 g 0 ,� Q 3 I ,e 3 77x, < . ___ _ ____ _____ ______ L _ 75 •3 76 tz s�, r I N66'01'''IJIJ E 129.45' 14- - X15 17 z ,�, \ 4.---108. Cr 111 W 275,00 L=60.96' ?6p1 -f _ to ,r�-g z z o ?'�,F p_�y3.i. ¢ B�°x+I CO a - - R=250. 00'12' N78.4 , �6 ��. 14.70' \ ?� C c = • m _0 4= _�L_55. , nosfE3��E109.3 53 zl/i / 1\I 12 42 p10r� BU ?31• ,� 7 C18 A - C� � z 7D • - 60.30 z LL 8 _N78.43,00 �C17- -55.439- N60.10'u E 130.43' •a cp ❑ • a �- N66'01'00"E 70.45' 112.311 G-18'3 x'00~ R=225.00' LI Z m / - L 11 C 16 • ,qo'_ .. 72.85' COURT U R + iwItit _ o , ► (�) D Q -o I '; 7•¢6' \O� d_1N60'10'00"E 190.43' - 60.00' $ . 8.•33'00" -----,...,n.•-- - I o Q CC o ¢ °' � � ill � �� R-250. 00� = I ac;‘' L 80.94'o 4178. ,p p•, /❑ 0 3 4,3 1 �'v � �' �� `3246' E G=18.33, L=89.03_ N60'10'00'E 130.43' - C I . �, 6 8 W C19_ X00` R=275.00'-�� �- -- - 61.95' -'-18.15' x199 (3 `L ) ,i -C20 C21_ -49.52 .0 -\ : / N o • O IP ^tel ^ ^ .o Nr - \ 1 I , 4 4/78.43•00.4, 85 Q f-. 6¢0 3 Q 3 ;d' co Os 4 3 84 / 83 82 81 �,, , 3 0 3 80 �i :§ Z3.00, _..,/ / tobt IS / -, p h N78.43, h w 00.e K z z - {(� 3 67 ,l 6298• .82' 7 z N66'01'57'E 240.06'(,' z - / S "� / 2.58 62.48' 62.28' N6723'00rE 11a26' co 60.02 60.0 ' 27.90 37.55' 19.26 I L N7 / c�, 2 1 60.01 60.02' 101.06' 81.71' 43 18.19' o� '�YJ"E 675?. N $ ^ Op cv , / :. ^ 0 O "ca p� N 3 / p ^ 0 ' 86 3 3 90�. I . w /•,/ goo, 87 3 3 3 � 91 V) 66 / _� W © 88 89 90 NI K e' k Eit-Q % 0, �,SZ co f,3 2 i A�r'k \ 4=47.3 \., 7 /& N NIN1 inI 3 / t tz7 )) / O ' `3�"E 4/it C13 13.42' -60.00'- __ 4.49 / I 0 70.9g• N78.43, N67'23'01 60 9 ' qD"E 4S_80,p� E 197.91 C1 • \%p 44� •\ o I a g' /- ) �-0- L=49.45' FERNW -{;�• -o . l a-12' - --� - --- 0 OD C 0 U 92w to 0 R=250.00 - N6T23'oo'E , RT . -CC 65 257.91 - $ c I LIU z• cu ��o "�' r. R 275, h - ��m i h o , d_�20,L- .Mr �, 60.00' 0 I 0 ❑ = C0 N6'070,„,.... , 4-4.i..,3 c , '�f,3 11 C 12- 54.21'- - N6T23'00rE 197.91, N79. , E v �� � -60.00'- _ , -� - C v o �`E _s.. , z c.:'. 7yt 38, �., f 23.70' ���ry • g I 248, CD z a ti r „_.,14.4‘, z • w I Q N N _ it � cn m ? N 99 �1 '` �; o `* ,Gc>'�� 4=253'''' �'�� • . 64 3/ • " $ 98 3 97 R c .�h\/n. �``/ .z._ -79� .0_, I (a' Q $ ♦ ,,. co / NI P 13 96 © 3 �,�°(c�� A.9 oo, 4,64 *40'06 , 0_ Al Se ' ZI121 in 0 U �.• N N 95 3 \ 1 12,3.00, ? �`• � f1 I EN N J43 5.63 2 z �• 94 -1"----... 1 N 20.00 'I 111 '.69' CCP .; frEV 45 1 • „i • \ 1. 7 Amie./ZS . i; l's • • 7. ' I I n^ I. I'I 4.'I ya. 09 , I Si-� , ' IVSy"11'W t I / TRA T 1'�nv i nin 86 • 1 1 -____ ii . Ai / 1"-i• 1 4 4 ,... r ' ►• / V , , L ' ' '3-24 �► 3 / _ SI 1 • 1n LVE / i • W - SAGE I / - - - COURT `---- i� . j ,„Fi. S-4 f/ , . - _ ii r1-7 / 1 / 1 .I / • .. _ _ 1 • • CURVE TABLE 0.) / No. Delta Radius Length Tangent C1 36'52'12" 55.00' 35.39' 18.33' I ) cc I . C2 31'08'31n 45.00' 24.46'• 12.54' LINE TABLE WE z• N \ C7 05'05'06" 45.00' 3.99' 2.00' No. Bearing Distance MN. m� 7 . C8 17'4085g; 45.00' 13.98' 7.05' Ll N59'11'00"E 20.00, . 24) o w C9 18'48'17" 45.00' 14.77' 7:45' • N33 4300E 26.87, _ 2 Z C10 01'27'00" 275.00' 6.96' 3.48' L3 N78'43 00"E 1.80 z C11 10'07'38" 275.00' 48.61' 24.37' Z VL4 S56'17'00 E 26.87' C.1 • a W ' C12 01'12'22" 275.00' 5.79' 2.89' L5 N 11'17'00"W 24.64' Z m W C13 11'20'00" 225.00' 44.51' 22.33' L6 N09'50 00"W 19.41 1- cc C14 06'03'06" 275.00' 29.05' 14.54' 1 7 N00'29�20 E 35.43, z � � C15 06'38'54". 275.00' 31.91' 15.97' L8 N56'30 26"W •26.77, CCic Q o w , L9 N78''43 00"E 20.00 CC ¢ C 16 10'37'19" 225.00 41.71 20.92 LI 0 N71'55'00"E 20.14' 0 0 C17 16'34'53" 225.00' 65.11' 32.79' L 11 N66'01'00"E 18.58' Q 7 C18 01'58'07" 225.00' 7.73'. 3.87' L 12 N80'1 0'00"E 50.00' CO• • gc212 9 04'19'00" 275.00' 20.72' 1036' _012'07'00" 275.00' 58.16' 2919' . .1 02'07'00" 275.00' 10.16' 5.08' ' C22 01'27'00" 225.00' 5.69' 2.85' • . . . MisrL . • . •