Loading...
HomeMy WebLinkAbout02-290 - Resolutions RESOLUTION NO. 02-290 A RESOLUTION OF NECESSITY OF THE CITY OF RANCHO CUCAMONGA DECLARING CERTAIN REAL PROPERTY INTERESTS NECESSARY FOR PUBLIC PURPOSES AND AUTHORIZING THE ACQUISITION THEREOF, IN CONNECTION WITH THE EXTENSION OF CHURCH STREET AND THE INSTALLATION OF THE MASTER PLANNED STORM DRAIN CONNECTION TO DAY CREEK CHANNEL AS PART OF THE PROPOSED PHASE 1-A IMPROVEMENTS OF THE COMMUNITY FACILITIES DISTRICT 2001-01 THE CITY COUNCIL OF THE CITY OF RANCHO CUCAMONGA HEREBY RESOLVES AS FOLLOWS: SECTION 1: The City of Rancho Cucamonga is a municipal corporation in the County of San Bernardino, State of California. SECTION 2: The real property interests described in Section 3 of this Resolution are to be taken for a public use, namely for a permanent street easement in connection with street extension purposes and a permanent drainage easement in connection with storm drain improvements ("proposed Project'), and all uses necessary or convenient thereto pursuant to the authority conferred upon the City of Rancho Cucamonga to acquire property by eminent domain by California Constitution Article 1, Section 19, California Government Code sections 37350, 37350.5, 37351, 37353, 40404 and 54031 and California Code of Civil Procedure section 1230.010, et seq., including, but not limited to sections 1240.010 through 1240.050, 1240.110, 1240.120, 1240.510, 1240.610, 1240.650, and other provisions of law. SECTION 3: The real property interests sought to be taken are a permanent street easement on portions of property located east of Rochester Avenue at the terminus of Church Street, adjacent to the east and west of Day Creek Channel in Rancho Cucamonga, California, and identified as Assessor's Parcel Numbers 227-152-30 and 227-152-37, 227-161-16 and 227-201-10 ("Subject Property Interests"). The legal description of the Subject Property Interests is attached as Exhibit 1" to this Resolution and the Subject Property Interests are depicted on the diagram attached as Exhibit "2" to this Resolution. Said Exhibits are incorporated herein by this reference. Said Subject Property Interests are located adjacent to real property owned by the City of Rancho Cucamonga. The Subject Property Interests are required to facilitate the extension of Church Street and the installation of a master planned storm drain connection to Day Creek Channel as part of the proposed Phase 1-A Improvements of the Community Facilities District 2001-01, which is a public use. Resolution No. 02-290 Page 2 of 20 SECTION 4: The City Council of the City of Rancho Cucamonga finds and determines that: A. The acquisition of the Subject Property Interests are required to carry out and make effective the principal purpose of the proposed Project. A general description of the proposed Project is set forth in the Agenda Statement dated November 6, 2002 and the evidence, reports, and documents cited in that Agenda Statement are all incorporated herein by this reference. B. The potential environmental impacts of the proposed Project were studied and analyzed in connection with the EIR for the Victoria Arbors Village, SCH: 98041137 which included the proposed street improvements, construction and storm drain installation project as conditions of approval. The certification of the EIR and the adoption of the Statement of Facts of Findings and Overriding Considerations was based on the contents of the EIR, the comments received on the EIR, the report of the proceedings in connection with the proposed Project, and the duly noticed public hearings. C. City Staff, in connection with the proposed Resolution of Necessity, has reviewed all of the environmental documentation prepared on the proposed Project, including the Environmental Impact Report for the Victoria Arbors Village, SCH 98041187, and the Notice of Determination and pursuant to the criteria of Section 15162 of the California Environmental Quality Act Guidelines and Section 21166 of the Public Resources Codes, City Staff concluded that there have been no substantial changes in the proposed Project, nor the circumstances surrounding the proposed Project, nor has the City obtained any new information of substantial importance that would require further environmental review. D. The environmental findings in connection with the proposed Project are the same environmental findings for the proposed acquisition of the Subject Property Interests. The City Council finds that there is no substantial evidence that the proposed Project, including the proposed acquisition will have a substantial environmental impact. The documents and other material which constitute the record on which this decision is based are located in the Department of Planning and Community Development and are in the custody of the Director of Planning and Community Development. SECTION 5: The City Council of the City of Rancho Cucamonga hereby finds and determines that: A. The public interest and necessity require the proposed Project; B. The proposed Project is planned or located in the manner that will be most compatible with the greatest public good and the least private injury; C. The property interests hereinabove described are necessary to carry out and make effective the principal purpose of the proposed Project; and Resolution No. 02-290 Page 3 of 20 D. The offer required by Section 7267.2 of the Government Code has been made to the owners of record. SECTION 6: The findings and declarations contained in this Resolution are based on the record before the City Council on November 6, 2002 when it adopted this Resolution, including the Agenda Statement dated November 6, 2002, all documents referenced and incorporated in the Agenda Statement, the testimony at the hearing, and the records and documents prepared in connection with the proposed Project, all of which are incorporated in this Resolution by this reference. SECTION 7: The City Council of the City of Rancho Cucamonga authorizes and directs the City Attorney's office and City Staff to take all steps necessary to commence and prosecute legal proceedings in a court of competent jurisdiction to acquire by eminent domain the real property interests described in Exhibit I" attached hereto. SECTION 8: This Resolution shall take effect upon adoption. SECTION 9: The City Clerk shall certify to the adoption of this Resolution and shall cause this Resolution and her certification to be entered in the Book of Resolutions of the Council of this City. Please see the following page for formal adoption,certification and signatures Resolution No. 02-290 Page 4 of 20 PASSED, APPROVED, AND ADOPTED this 61h day of November 2002. AYES: Alexander, Biane, Curatalo, Dutton, Williams NOES: None ABSENT: None ABSTAINED: None 2z�/ William J.//Allxander, M6yor ATTEST: V j't Kat ryn L. colt, Deputy City Clerk I, KATHRYN L. SCOTT, DEPUTY CITY CLERK of the City of Rancho Cucamonga, California, do hereby certify that the foregoing Resolution was duly passed, approved and adopted by the City Council of the City of Rancho Cucamonga, California, at a Regular Meeting of said City Council held on the 61 day of November 2002. Executed this 7th day of November 2002, at Rancho Cucamonga, California. J da� Kathryn L.1 cott, beouty City Clerk Resolution No. 02-290 Page 5 of 20 LEGAL DESCRIPTION EASEMENTS FOR STREETS,HIGHWAYS AND RELATED PURPOSES D GRADING,DRAINAGE,MAINTENANCE AND CONSTRUCTION PURPOSES (CHURCH STREET ACROSS SOUTHERN CALIFORNIA EDISON COMPANY PROPERTY) THAT PORTION OF THE EASTERLY 300.00 FEET OF THE WESTERLY 360.00 FEET OF SECTION 5, TOWNSHIP 1 SOUTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN IN THE CITY OF RANCHO CUCAMONGA.,COUNTY OF SAN BERNARDINO WHICH UES WITHIN A STRIP OF LAND 96.00 FEET WIDE LYING 52-00 FEET NORTHERLY OF AND 44.00 FEET SOUTHERLY OF THE FOLLOWING DESCRIBED UNE BEEGINNING AT THE WESTERLY TEPMNUS ARING AND LENGTH OF NORTH 6O°2419' SHOWN AS HAVING A OEAST 69.52 FEET F THAT CERTAIN�HE CEENTERUN OF CHURCH STREET AS SHOWN ON MAP OF PARCEL MAP NO. 15641 AS PER MAP FILED IN BOOK 192 PAGES 93 TO 100 INCLUSIVE.OF PARCEL MAPS.RECORDS OF SAID COUNTY,ALSO BEING THE WESTERLY UNE OF SAID PARCEL MAP NO. 15641, SAID POINT ALSO BEING A POINT ON THE EASTERLY UNE OF SAID WESTERLY 360.00 FEET OF SAID SECTION 5; THENCE ALONG THE WESTERLY PROLONGATION OF SAID CERTAIN COURSE SOUTH 8D°24'1V WEST 115.61 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY AND WESfERLY NG SAID CURVE THROUVING A RADIUS OF GH AHCENTRAL. ANGLE OF 1100.00 FEET; THENCECONCAVE 10°36'16' A DISTANCE OF 203.59 FEET TO THE BEGINNING OF ALONG SAIDCREVERSE CURVE NORTHERLY AND HAVING A RADIUS OF 110D.00 FEET; A DISTANCE OF 100.00 FEET. EXCEPTING THEREFROM THAT PORTION THEREOF WHICH UES WESTERLY OF THE WESTERLY uNE OF SAID EASTERLY ALSO EXCEPTING THEREFROM ANY PORTION THEREOF,, WHICH UES EASTERLY OF THE WESTERLY UNE OF SAID PARCEL MAP NO. 15641• CONTAINING 2904 SQUARE FEET MORE OR LESS. MAINTENANCE AND OTHER TOGETHER WITH AN EASEMENT FOR GRADING. DRAINAGE. MNSTRSON PURPOSES N, OVER, UNDER AND ACROSS THAT PORTION OF SAID EASTERLY 00 300. FEST WHICH UES WITHIN A STRIP OF LAND D BOUNDAARYRY OF THE ABOVE FEET WIDE THE SOUTHERLY BOUNDARY F WHIG IS THE NORTHERLY DESCRIBED 96.00 FOOT RIP OF CONTAINING 30,730 SQUARE FEET MORE OR LESS. NANCE AND OTHER LSO WITHEASEMENT FOR GRADING, DRAINAGE APRPOSES K OR UNDERANDCROSS THAT PORTION OF SAID EASTERLY 30D.OD FEET WHICH UES 'WITHIN A STRIP OF LAND 20.00 FEET WIDE THE NORTHERLY BOUNDARY OF WHICH IS THE SOUTHERLY BOUNDARY OF THE ABOVE DESCRIBED 96.00 FOOT STRIP OF LAND. CONTAINING 6,183 SQUARE FEET MORE OR LESS. SEE EXHIBTT'B'ATTACHED HERETO AND MADE A PART HEREOF. ROBERT BRUCE STANFORD JR LS 4457 EXPIRES SEPTEMBER 30,2005 LD-1000-R1 JUNE 20,2002 EXHIBIT A-I Resolution No. 02-290 Page 6 of 20 JUNE 20,2002 SR CONSULTANTS 25322 RYE CANYON ROAD SURE 201 SANTA CLARITACALIFORNIA 91355 66i-257-Wo 661-257-;577(FAX) SOUTHERN CALIFORNIA EDISON COMPANY PROPERTY) (CHURCH STREET ACROSS 0 FOOT EASEME O GRA ' 'IG DRAINAGE 1216114NANCE AND CONSTRUCTION PURPOSES North- 52823.9191 East 10373.3378 Line Course:N 00.1552E LerEas 20.30 Nor:528442189 East 10373.4315 Line Course:S 5044-19 Wtarr90i 107.98 North 528262244 East 10288.9817 Curve Length: 195.45 Radius 1058.00 Delta 1p 3616 C 98-W 5,11 W Chord:195.17E Caa�Out N 20-11-57 W Course Ire S 09-3541 784.9983 E88t 10442.91M End Noft 515277B,p503 East 111078.3731 Curve Lam:5.61 Radux 1144.00 Delta 0-16.51 Tangent 2.80 (grad'5.60 Course:S 69.55.28W Course In:N 20-11-57 W Course Out S 19,55-M E RP North:5380AMID East 9683.3675 End Noft 52774.1271 East 10073.1059 Uffle Couse:S 00.1552 W Len9D'2128 _ curve 3J)5 Radius 1184.00 DeRM Tanlletrt 6.52 Chord 13.04 Course N 70-07'19 E Course In:N 1925 W Out S 20-1157 E RP Nath 53649.8953 East 9863.3862 East End aft 5Z767 Curve NLen91h 191.75Reditts 1038 4 Delta 10-3848 Tangent 98-15 _ Chord 191.47 Course:N 7548-11 E Course In:S 20.11-57 E CoOD 1 W Rp NOrth:51784.9998 Esk ms 10442-9 39 End Norft 52806.5074 ,e2 Line Cmem N 8D.2449 E Length: 1040 North:57_8?3.9236 East 10373.34.22 Perimeter.659.88 Area:6.183 sq.fL 0.14 acres Mapdteclr Closure-(U�listed.,radii,and deftm) Error Closure:0.00443 Course:N 45.1059 E East Q00446 precision 1:1()4.988.14 ' 1 Resolution No. 02-290 Page 7 of 20 100 FOOT EASEMENT FOR GRADNG 01911' MAINTENANCE AND CONSTRUCTION pUR_POSES North:52941.6566 East 10373.8811 24.65 Line Course:S 80 East 10250250 .9748 -24-19 W ►e 10 North:52920.8802 East 163.14 Radius: 1152.00 Curve. Length: Tent 91.77 Delta: Chad:182.95 Course:Sut N 18.42-12 W Course in:S 0935-41 E 10442 8878 RP-North:51784.9951 East East 10073.5781 End North:52876-1598 Line Course:N OD-1552 E10525 10074.0639 North:52,981.408714. Radius: 1252.00 Curve 7-32-35 Tangent 82.53 164.71 N 76-38-02 E Chord: 16 E Course Out N 09-35-41 W Coin the S 17 4-9989 East:10442.9913 RP North5MIS.4851 East 10234.3106 End North: N 80-74-19 E Length: 14203 Line Course: East: 10374.3538 North'53D43.1584 101.50 Line Cou :S 00-j6-S2W n 10373.8853 North:52941-6595 East Perimeter:821.38 Area 30,730 sq.IL 0.71 acres Mepche&Closure-N lis[e��.radii, E ettas) Error Closure:0.0050 East:0.00416 Error North:0-00285 Precision 1: 162,845.582 SOUTHM CAUFOMA EDISDN RIGHT-DF-WAY C NSIRpC-110NE�SEME o n) ND m I \NTE N 6°zOrtD 1 a: 'gWZd bll I R�,p\N0� E�2p.2z��N S T R E E Z N ;p nOA1� 69.57` D! ��� =I I a 9`1YTN�115T u it C N rn W 1� 115.81 i � SI � �• 100 c�N N. � 0.�l�rO.W l•\ 107.98 N N 5014%g E a D' ONS.iRtic{IONEA�EIIE8 A ACT TO SCAtf D'. R'6 wNA1NjE'AiDEI\10� IS EXHIBIT 'B' q \\\G' ER pRp\N� SOUTHN CAEIFORNIA EDISON Z7 a;R►�D RGHT-OF-WAY CHURCH STREE (D CURVE DATA: 4 I \ aR1c oasA RAW, mm TAtYfNT c "' "° SR CONSULTANTS, INC o V*,0 ENGINEERING a LAND PUNNING-LAND SURVEYI v =Z RGE 25322 RYE CANYON ROAD, SUITE 201 (D O JSANTA CLARITA. CALIFORNIA 91355 p0 CD Phone 1 (661) 257-6570 NPOF 1 Fox : (661) 257-6577 N 00 nc i:VRoccnUu-mlVssa.�iu-.rama-V"-a.am-+ Resolution No. 02-290 Page 9 of 20 March 1,2002 Legal Description of an Easement for Storm Drain, Street, Highway & Related Purposes for Church Street across SouthernCaliwe t o Channelrnia Edison Right-of-Way (RO Real Property located in the City of Rancho Cucamonga, County of San Bernardino, State of California,legally described as follows: Commencing at the Northwest comer of Section 5,T. IS.,R. 6W shown n he Record of survey,recorded in Book 47 of Records of survey,Pages8h 75, records of said County; Thence N 89049'26"E a distance of 360.01 feet along the North line of said Section,also known as the centerline of Base Line Road,to the Northwest recorded in Bocomer of ok 1l off Parcel ar el Map No. 1 in the City of Rancho Cucamonga,asp p Maps,Page 1,records of the County of San Bernardino, State of California; Thence S 0°15'52"W along the West line of said Parcel 1,a distance of 1563.86 feet to the Southwest comer of said P recorded ded in Book 92 of Parcel Maps,Page el I also being the Northwest comer of 3/100,el 5 o Parcel Map 15641 as Per p records of the County of San Bemardmo,State of California; Thence S 0015'52"W along the West line of said Parcel 5,a distance of 996.86 feet to a point on the North line of Church Street of said Parcel Map 15641; Thence S 80124'19"W along the prolongation of said North line of Church Street a distance of 124.65 feet to a point on a tangent carve, concave southerly,having a radius of 1152.00 feet: Thence westerly oint on a reverse ccurve urve,ough a central angle of 10*36'16", a distance f 21322 feet to a p urve,onca a northerly and having a radius of 1048.00 feet; Thence westerly along said curve through a cental angle of 05°16'04", a distance of 96.35 feet to a point on the West line of the easterly 60 feet of Lot 5, Tract 7290 per plat recorded in Book 92,Pages 22&23,records of the County of San Bernardino, State of California,also known as the True Point of Beginning; Thence continuing westerly along said curve through a central angle of 14049'02", a distance of 271.02 feet to a point of tangency; EXHIBIT A-2 Resolution No. 02-290 Page 10 of 20 (continued) Thence S 89°53'09 W,a distance of 42.10 ofeet f ewa a er document recorded n Book 8172, Southern California Edison Company nint onthe West line of the igh- Y P g,00 feet Page 308 of Official Recoline of church Street of Tract 880oint also being on the cast 05 per plat recorded northerly of the north right-of-wayag in Book 126 of maps,Pages 61/62,records of the County of San Bernardino,State of California; ?'hence S 00°42'38"E along the West line of said Edison Company right-of-way a distance of 96.01 fret to a point on the South line of Church Street of said Tract 8805; Thence N 89053 09rEradius 4eof 00 feet;0 feet to a point on a tangent curve,concave northerly having Thence easterly along said curve through a central angle of 13°30'55",a distance of 269.85 feet to a point; Thence N 00°15'52"E, a distance of 99.17 feet to the True Point of Beginning. Containing 0.69 scres.(29,954 ftsq) See Exhibit B-5/6 attached hereto and made a part hereof. IR ESS/p�y�. O "+Y WILLIAM AMRINEy McKENZIE W Na 33922 Prepared by: * Exp,6%30-v& SR Consultants,I= CML Canyon Road, Suite 201 25322 Rye Cant � OF CAUF�� Santa Clarita,CA 91355 (6611)2/517-6570 Date William McKenzie RCE No.33922 Expires: 6/2002 Pave 2 of 2 i I I PARCEL MAP NO. 15611 BOUNDARY I �I_ N 0015'1? E 1580.9 I s 1 1 I W 1 I ` I Avrmscur g II IPARCEL MAP N0. N 1 I N �PI„A TT I BOUNDARY LW ���IIIII 001 • — ]889.68'1 — — SSY E — -T 2�/2' I WESTERLY LINE OF EASTERLY 300 FEET OF S.I.E. 97. S.C•E. WESTERLY UNE OF EASTERLY 300 FEET OF I —WESTERLY 360 FEET SECTION 5, T15, R6W, S.B.M. RIGHT-OF-WAY 02O' RIGHT-OF-WAY WESTERLY 360 FEET SECTION 5, T15, ROW. S.B.M. 1 N 0015'5r E' �, I_ _5368.49' — P567� — — 2696603 OF .69' I N 00'15'Sr 5790�]� I WEST UNE OF EASTERLY 80 FEET , 89.1r I WEST UNE EASTERLY BO FEET OF S.C.E. �I So OF LOT 5, TRS 22-237290 M.B. 92 RICHT-OF-WAY 26.DB LOT 5, TRACT 22-23 90 M.B. 92 / RICHT-OF-WAY 5916? _ 162267 - — — — — — — — — — — -ml _ - 9 7.86'_ _ ��, r�� - - 2160.]1'] — - N 00'15'52' E] V`00'42]8 W �__ I I TRACT N0. 8805 1 g BOUNDARY I r 1 �11 I y l ON PAGE SEE 12 ut I I B41E: DS L.4- 1 i BEARINGS AND DISTANCES PER PARCEL MAP NO 15641 �" 1 BEARINGS AND DISTANCES PER TRACT MR NO. SODS I VIII W I I I � I SR CONSULTANTS, INC. ENGINEERING•LAND PLANNING•LAND SURVEYIN EXHIBIT B-51 TANTS 25322 RYE CANYON ROAD, SUITE 201 y RIGHT—OF—WAY / STREET / GRADING & MAINTENANCE EASEMENT SANTA CURITA. CALIFORNIA 91355 O Phone : (681) 257-6576 C. CHURCH STREET ACROSS S.C.E. (EAST OF CHANNEL) PACE t of 2 Fax 1 (661) 257-6377 j Z CD 5 Q N N N O 0 O I WEST LINE SOOTHERN CADFORN A W50N RIGHT-OF-WAY PER BOOK 5 M 1208 O.R. AND N U) EAST LRJE TRACT N0. 8505 MB 125 / 51-02 i � i I (O N � C 0) O _ _ u;z N 0 t3 a O I I SOUTHERN CALIFORNIA EDISON N a o RICHT-OF-WAY 0 y o IP N TRACT NO. 8805 a � T.P.0.8. A-5 c:) $ L-357.5 dt A-8a io p.ID'�'0+• R• 211.10' N WEST LINE OF EASTERLY CHURCH a N 89'53'W E p.11'1901 60 FEET OF LOT 5, TRACT _ NO. 7290 MB 92 122-23 - - - - - N U R STREE c L C H C H (� / I$ 1I p.7D(b 21p31 L.30. 2 �. m� N 895f20� 41 33'09'E 113 .58' CS TREET ► E WNOT TO SCALE TP.oBEASE= PARCEL A-6b �' r p.13'31'01' L OD L./01.03 �.�g i5 Z O N 0933'09'E p.]0'15.1® R _ p ai MB 126 / 81-62 1 — 0' eE - - - - - - - _ _ I I SOUTHERN CAILIFORNIA EDISON RIGHT-OF-WAY I y CURVE DATA: 0AW I DELTA RAM IFNOM EXHIBIT B-5/8 " a'T'b' °" mm RIGHT-OF-WAY / GRADING k MAINTENANCE EASEMENT " 06°0 nwxoa N CJ pAYI' I/IAaD' ucl CHURCH STREET ACROSS S.C.E. (WEST OF CHANNEL) PAGE 2 OF 2 RLE 0\PRQEDT9\919-001\EMblb\Edwn EMEII•\MwM•1-ulm-o: 1 Resolution No. 02-290 Page 13 of 20 March 1,2002 Legal Description of an Easement for Grading and the Construction and Maintenance of Storm Drain Facilities for Church Street Across the Southern -California Edison (SCE) Right-Of-Way (ROW) West of Channel Real Property located in the City of Rancho Cucamonga,County of San Bernardino, State of California,legally described as follows: Commencing at the Northwest comer of Section 5, T. 15.,R. 6W.,as shown on the Record of Survey,recorded in Book 47 of Records of Survey,Pages 68 through 75, records of said County; Thence N 89°49'26"E a distance of 360.01 feet along the North line of said Section, also known as the centerline of Base line Road,to the Northwest comer of Parcel 1 of Parcel Map No. 1 in the City of Rancho Cucamonga, as per plat recorded in Book 1,of Parcel Maps,Page 1,records of the County of San Bernardino;State of California; Thence S 01 15'52"W along the West line of said Parcel 1,a distance of 1563.86 feet to the Southwest comer of said Parcel 1 also being the Northwest comer of Parcel 5 of Parcel Map 15641 as per plat recorded in Book 192 of Parcel Maps,Page 93/100,records of the County of San Bernardino,State of California; Thence S 0°15'52"W along the West line of said Parcel 5,a distance of 996.86 feet to a point on the north line of Church Street said Parcel Map 15641; Thence S 80°24'19"W along the prolongation of said North line of Church Street a distance of 124.65 feet to a point on a tangent curve, concave southerly,having a radius 1152.00 feet; Thence westerly along said curve through a central angle of 10°36'16",a distance of 213.22 feet to a point on a reverse curve, concave northerly and having a radius of 1048.00 feet; Thence westerly along said curve through a central angle of 05°16'04",a distance of 96.35 feet to a point on the West line of the easterly 60.00 feet of Lot 5, Tract 7290 per plat recorded in Book 192,Page 22&23 of Maps, records of the County of San EXHIBIT A-3 Paee 1 of 2 Resolution No. 02-290 Page 14 of 20 (continued) Bernardino, State of California,also known as the True Point of Beginning of Parcel A- 6a,being a 100 foot wide strip,northwesterly of, contiguous and perpendicular to the following line; Thence continuing westerly along said curve through a central angle of 14°49'02", a distance of 271.02 feet to a point of tangency; Thence S 89'53'09"W,a distance of 42.10 feet to a pointreest line of the wrded in Book Southern California Edison Company right-of-way,p document Book 8172,Page 308 of Official Records,said point also being on the east boundary, 8.00 northerly of the north right-of-way of Church Street of Tract 8805 per plat recorded f Book 126 of Maps, of 6te1 &62 records Parcel f the County of San Bernardino, California P Thence S 00042'38"E along the West line of said Edison Company right-of-way a distance of 96.01 feet to a point on the South line of Church Street of said Tract 8805, said point also knows as the True Point of $eginning of Parcel A-6b,and perpendicular to the following line; 0.00 foot wide strip,southeasterly contiguous Thence N 89°53'09"E,a distance of 41.10 feet to a point on a tangent curve, concave northerly having a radius of 1144.00 feet; Thence easterly along said curve through a central angle of 13030'55",a distance of 269.85 feet to a point on the West line of the easterly 60.00 feet of said Lot 5,Tract 8805, to the point of terminus of Parcel A-6b; Thence N 00°15'52"E,a distance of 99.17 feet to the True Point of Beginning of said parcel A-6a. Parcel A-6a Containing 0.72 acres and Parcel A-6b Containing 0.14 acres. See Exhibit B-5/6 attached hereto and made a part hereof. �QRpfESSI �F• �Q MWAM pMROit G, Prepared by. MCKEN;;E W � SR Consultants,Inc- ¢ tlo. 33922 25322 Rye Canyon Road, Suite 201 Exp.CA 91355 6-30-Or- Santa .30•ob sante Clarita, clall (661))257-6,570 Date William McKenzie RCE No:33922 Expires. 6/2002 PARCEL YM NO. IU41 BOUNDARY N 0010'4 — /ee0 _ ,n \ PARCEL MAP NO. IW41 t J ` \ BOUNDARY — !)ib4Y eECB0 WESTERLY UNE OF EASTERLY 300 FEET S n• � AESIERLY UNE OF EASTERLY 300 FEET OF I MESTOLLY S3eo FEET 11 A Te. R6F, SOX�PoCM WAY OWPo9WIT-QF-I/AY NEMMY 360 FEET SMON A T13. R6% SBL. — N 0010'SY E ILS CWp N win E T r WEST ENE OF EASTERLY 60 FEET J s 0°1 , I WEST UNE OF EAffn3B.Y e0 FEET O s E. �I OF LOT A TRACT NO. 7290 M.B. 92 Poatt -wAreAod LOT A TRACT NM 7290 ALL 6: / RIDNr-pr-wAr 22-23 �22-23 18=61 _1 - -N EI - —FMO4Ir03e`M - - - 7Teu31lr�- �_ _� � __ _ _ _ _ _ — _ I 7MCT ND. 2605 � L-_ �I I BOUNDARY ; i-' I I �I 1 ON PASEE GE IRARROS Aro OBTANCES PER PANEL MAP NO 15"1 t BTARWW AND 06TANCfS PER TRACT MAP MO M X CD r� IIIt w I [ C I I 7 AW SR CONSMTAMA INC. Z w ENGINEERING•(AND PUNNING•LAND SURVEYING N O �+ ESANT IcL cANPON JROAD.FQRN AII01 :at 0 o EXHIBIT B-5/6 BANTA CtAMA, CAUFORNu EIDE 0 ry RIGHT-OF-WAY / STREET / GRADING k MAINTENANCE EASEMENT Pham + (001) 237-6670 N r) CHURCH STREET ACROSS S.C.E. (EAST OF CHANNEL) PAGE [ DF 2 FOR , (eel) E67-Ben. 0 0 Q) (D (D N (D O O O =3 NZ O O � ag U1E O MUTIUM CRURA NA tD19Dl i I CD O I I SOUTHERN CAUFORNIA EDISON R QHT-OF-WAY vl TRACT NO. 8805 $ / T.P.O. . A-5 300 & 6a $ p.ym oP a.ca 91 tog of EA"My p- M7 2F 0 22-23 CHURCH t N EGSYW E � * .$ N 7490 NB OR / 22-27 u1 UR C H S T R E E L C L C H I N emor E N ewww E at .41...._,.... .. 3 T A - 5 OT TO SCALE RE EASEMEH u� T.P.O.A CC LYp'� L.id1.S+• E.Ot.m b E PARCE —6b 4 z p� � "am U a V [ • II ori tri 41.1 IM13 126 / 61-62 SOUTHERN CAUFORNIA EDISON RIGHT-OF-WAY AAU I CURVE DATA: WAW auan I n ' saxm sa r cr RIGHT-OF-WAY / GRADING do MAINTENANCE EASEMENT PAGE '2 OF 2 _ CHURCH-STREEHt2R6SS-S:t-.E.�WESf "HAHNE ..— FU t WmEDnluaomu+ua(.ua.a Resolution No. 02-290 Page 17 of 20 March 5, 2002 Legal Description of an Easement for Storm Drain within Southern California Edison (SCE) Right-Of- Way (ROW) East of Channel Real Property located in the City of Rancho Cucamonga,County of San Bernardino, State of California,Exhibit IN',legally described as follows; Commencing at the Northwest comer of Section 5, T. IS.,R. 6W.,as shown on the Record of Survey,recorded in Book 47 of Records of Survey,Pages 68 through 75, records of said County; Thence N 89"49'26'E a distance of 360.01 feet along the North line of said Section,also known as the centerline of Base Line Road,to the Northwest comer of Parcel 1 of Parcel Map No. 1 in the City of Rancho Cucamonga,as per plat recorded in Book 1, of Parcel Maps,Page 1,records of the County of San Bernardino, State of California; Thence S 0°15'52"W along the West line of said Parcel 1,a distance of 1563.86 feet to the Southwest comer of said Parcel 1 also being the Northwest comer of Parcel 5 of Parcel Map 15641 as per plat recorded in Book 192 of Parcel Maps,Page 93/100,records of the County of San Bernardino,State of California; Thence S 0015'52"W along the West line of said Parcel 5,a distance of 996.86 feet to a point on the North line of Church Street of said Parcel Map 15641; Thence continuing S 00°15'52"W,a distance of 97.44 feet to a point on the South line of said Church Street; Thence S 80'24'19"W,along the prolongation of said South line of said Church Street,a distance of 107.96 feet to a point on a tangent curve concave southerly having a radius of 1056.00 feet; Thence easterly along said curve through a central angle of 08036'18",a distance of 158.57 feet to a point,also know as the True Point of Beginning; Thence S 0015'52"W,a distance of 232.69 feet to a point; Thence N 89044'08"W,a distance of 40.00 feet to a point on West line of the easterly 300 feet of the westerly 360 feet of said Section 5; EXHIBIT A-4 Resolution No. 02-290 Page 18 of 20 (continued) Thence northerly along said West line N 00'15'52"E,a distance of 218.47 feet to A point on the South line of Church Street; Thence easterly along said South line a distance of 5.60 feet,through a central angle of 00016'50"and a radius of 1144.00 feet,a radial to said point beats N 19°55'06"W to a point of reverse curvature. "Thence easterly along a curve O l°59'58",a distance of 36.85 feet and a radius of 1056.00 feet to the True Point of Beginning. Containing 021 acres. R See Exhibit B-7 attached hereto and made a part hereof. pFESSIp Q Nq�Fy WILLIAM AMRINE C W McKENZ1E T m Na 33922 } Prepared by: UP.6-30-64 CIVIL SR Consultants,Inc. 25322 Rye Canyon Road,Suite 201 q�Of CAUFgQ� Santa Clarita,CA 91355 (661)257-6570 f" t — Date William McKena RCE No. 33922 Expires: 62002 PARCEL MAP NO. 15641 BOUNDARY N 0015'42 E 1560.90' ♦1 I m is \ wrro BUALE 4 I \L \ PARC0.0UNDARY 15841 — n T 11 2T8S4Y SEE DETAIL — — — — — — — — — _ Lllf'E ON PAGE 2 _ 3669.68'1 99I6� — WESTERLY LINE OF EASTERLY 300 FEET OF 9.C.E 97.. E wES7ERI.Y UNE Oi EASTERLY 300 fEET OF WESTERLY'360 FEET SECTION Q nS, ROW. S.B.Y.1 RIGHT WAY IOt03 -�I N WAY rWV=N JBUFEET SECTION 5, n 0 RBW, S.B.M. N 0015'82'E L �_ RB0.Y N C015'S-f_E T 1J�8 LGE 99.1 WEST UNE OF EASTERLY 60 FEET OF S, E. WEST UNE OF EASTERLY 60 FEET � -WAY ZJ OF LOT 5, TRACT NO. 7290 M.B. 92 RIGHT— —WAY 9501 TOT S, TRACT 14 23 90 M.B. 92 RICHT— . — — 22-23 119 — 385.11 ml — — — — — — — — — — — — — — - - — — — — — — r mv141 w r 162Ta1 1RACT N0. BBOSf BOUNDARYI r i8a 5� I 1 3 �1 ���... SEE DETAIL 4 ON PAGE 2 �L tille6a �1 11 I I . 6EAPoNGS AND DISTANCES PER PARCEL YAP N0. 15811 z ,I I I I [] BEARNOS AND DISTANCES PER TRACT MAP NO 8805 A SR CONSULTANTS, INC. EXHIBIT •0-7• ENgNEERING•LAND PLANNING•LAND SURVEYING STORM DRAIN EASEMENT 25522 RYE CANYON ROAD, SUITE 201 CD SANTA CLARITA, CALIFORNIA 91555 p S.C.E. (EAST OF CHANNEL) € ' Phoa9 I 661 257-6570 Fax (661) 257-6577 O PAGE 1 OF 2 DZ _ m 0 co CD o , ro N N 0J O O (ow (D O NC p O. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .__I O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I O O PO I O 80 !D' SOUTHERN CAUFORNIA EDISON p RIGHT—OF—WAY 8 CURVE DATA 0MTA dim cr /on ussn a a assn rose � co 1"m CF1UaCN 5(PEEt — a TNa eas Sd c I T.P.o.e. A-7 I NOT TO SCALE SOUTHERN CALIFORNIA EDISON� I g RIGHT-OF-WAY ,� W+ STORM DRAIN EASEMENT W 0.21 ACRES E)(F�IB�T "8-T STORM DRAN EASEMENT S.C�E (EAST OF CHANNEL) _..._ _ I I II SRUI.TANTB, IIS. I W goo- .M6uw PWiNIRO�UWD SURVERNG Lw • 7rr 0 SWA CUIelTA. CM*Vfa" *'W $r� Pham t (en) 157—C" r� F= 1 (eel) fS7-eJ77 PAGE 2 OF 2