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HomeMy WebLinkAbout05-1404' PEQDESTED by AND � "v" i' EN RECORDED, MAIL TO: T CITY ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA. 93301 James W. Fitch Assessor— Recorder .JASON Kern County Official hecords 1127/2006 Recorded at the request of 8:00 AM First American Title coca: 0206021808 CERTIFICATE OF MERGER (SECTION 66499.203/x, GOVERNMENT CODE) PARCEL MERGER NO. 05 -1404 Stet Types: 1 Pages: 24 Fees 76.00 Taxes 0.00 Otherso PAID $76.00 Being a merge and re- divide those portions of land shown as portions of Villa Lot 3 and 4 of Drury's Addition of Kern City per map recorded March 18, 1907 in Book 1, Page 101 of reaps; Parcel 3 of Lot Line Adjustment 358 as evidenced by that certain Certificate of Compliance recorded August 10, 1993 in Book 6890, Page 964, O.R.; Parcel "A ", "B" and "C" of Lot Line Adjustment P98 -0338 as evidenced by that certain Certificate of Compliance recorded June 23, 1989 as Document No. 0198083027, O.R.; Parcel "A ", "B" and "C" of Parcel Map Waiver P99 -0905 as evidenced by that certain Certificate of Compliance recorded April 4, 2000 as Document 0200044575, O.R., all filed in the office of the Kern County Recorder, being in the Northeast quarter of Section 21, T. 29 S., R. 28 E., M. D. M., in the City of Bakersfield, County of Kern, State of California. The site is located in the southwest corner of Columbus Street and Sunny Lanel601 Columbus Street, Assessor's Parcel Number: 126- 020 -06 -4, 126- 020 -07 -22 126- 020 -20 -5, 126- 020 -21 -39 126 -020- 28-8, 126- 020 -30 -47 126- 020 -31 -27 126- 020 -32 -07 126- 360 -02 -39 126360 -16 -31 126- 360 -17 -17 126 -360- 18 -9. The title report lists the owners of the property as: College Center, LLC a California limited liability company; Marvin E. Steinert & Adala N. Steinert, trustees of the Marvin E. Steinert & Adala N. Steinert living trust of 1978; MBAR, LLC., a California limited liability company; Curtis Steven Anderson & Leigh Ann Anderson, trustees of the Steve & Leigh Ann Anderson family trust dated 4- 16 -96; Melvin D. Atkinson & Darce A. Atkinson, husband and wife as community property with right of survivorship; Gregory G. Butler, trustee of the Gregory G. Butler 2002 living trust; Vincent M. Roche, trustee & Lisa A. Roche, trustee of the BDST family trust; New Beginnings Christian Church, a California non - profit corporation; Bakersfield, SSA, a California limited liability company; Vincent M. Roche, a married man, as his sole and separate property; Melvin D. Atkinson, a married man, as his sole and separate property This Certificate of Merger is being issued and recorded for 5 parcel. Page 1 of 24 S: \Land Division \Minor Land Div \mergers\2005 \05 -1404 com..DOC At the request of the property owner and in accordance with Bakersfield Municipal Code Chapter 16.38, the undersigned City Engineer of the City of Bakersfield, acting herein on behalf of the City of Bakersfield, states that those portions of land described above are hereby deemed merged in accordance with provisions of the Subdivision Map Act of the State of California and Chapter 16 of the City of Bakersfield Municipal Code. The resulting merged parcel is described on the attached Exhibit "A" and shown on the attached Exhibit "B ". This certificate relates only to issues of compliance or noncompliance with the Subdivision Map Act and local ordinances enacted pursuant thereto. The parcel described herein may be sold, leased, or financed without further compliance with the Subdivision Map Act or any local ordinance enacted pursuant = thereto. Development of the parcel may require issuance of a permit or permits, or other grant or grants of approval. Dated: January 19, 2006 RAUL M. ROJAS RCE No. 39880 Expiration December 31, 2007 City Engineer City of Bakersfield SIGNATURE MUST BE NOTARIZED Page 2 of 24 S: \Land Division \Minor Land Div \mergers\2005 \05 -1404 corn -DOC T , I a I CALIFORNIA ALLmPURPOSE ACKNOWLEDGMENT 0 o, '�� '1� • • • • • State of California County of KERN On January 25, 2006 , Date personally appeared SS. before me, Lynda K. Skinner, Notary Public , Name and Title of Officer (e.g., "Jane Doe, Notary Public ") Raul M.Rojas, Public Works Director Name(s) of Signer(s) City of Bakersfield LYNDA K. SKINNER Commission # 1632000 7a «:r Notary Public - California Kern County ` My Comm. Expires Dec 4, 2008 personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his/her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WIT SS my hand and off i I seal. Place Notary Seal Above • Signature o Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Descrip ' of Attached Document Title or Type of ument: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General - ❑ Attorney in Fact Top of thumb here F1 Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Number of Pages: er's Name: ❑ In I ' ual ❑ Corpora fficer — Title(s): ❑ Partner — ❑ ited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 1 EXHIBIT "A" PARCEL MERGER NO. OS -1404 LEGAL DESCRIPTIONS Being a ein Merger and Re- Subdivision of those certain Parcels of land contained in Villa g Lots 3 and 4 of. Drury 's Addition of Kern City in the City of Bakersfield as per map recorded March 18, 1907 in Book 1, Page 101 of Maps and that portion of Parcels A, B, and C of Parcel Ma p Waiver No. P99 -0905 as per Certificate of Compliance recorded Ap ril 14 2000 as instrument No. 0200044575 of Official Records, and a portion of Parcels A B and C of Lot Line Adjustment P -98 -03385 as evidenced by that Certain Certificate of Compliance Recorded June 23, 1998 as Instrument No. 0198083027 of Official Records all filed in the office of the Kern County Recorders Office and being a portion of the Northeast Quarter of Section 21, Township 29 South, Range 28 East, Mount Diablo Base and Meridian, in the City of Bakersfield, County of Kern, State of California, described as follows: PARCEL 1: Commencin g at the North Quarter corner of Section 21, Township 29 South, Range 28 East, Mount Diablo Base and Meridian; Thence alon g the north line of said Section 21, South 89 °35'32" East, a distance of 1311.01 feet to the intersection of the north line of said Section 21 and the centerline of Sunny Lane; Thence along the e centerline of Sunny Lane, South 00 °17'30" West, a distance of 55.00 feet to the Southerly right -of -way line of Columbus Street; Thence along aid Southerly right -of -way line, North 89'35'32" West, a distance of g Y 739.61 feet to the POINT OF BEGINNING; Thence leavin g the Southerly right -of -way line of Columbus Street, South 00 °24'28" West, a distance of 125.00 feet; Thence North 89 °35'32" West, a distance of 143.17 feet; Thence North 00'24'28" East , a distance of 125.00 feet to the southerly right -of -way line of Columbus Street; Thence alon g the southerly right -of -way line of Columbus Street, South 89 °35'32" East, a distance of 143.17 feet to the POINT OF BEGINNING; Above described p arcel contains 17,896 square feet or 0.41 acres, more or less. 4:10 PM 01/05/06 SA2 1 000\21003\Drawings\DOCS\ParcelMerger.doc Last printed 1/5/2006 4:10:00 PM Pager: of :Z-4 PARCRI, 2- Commencing at the North Quarter corner of Section 21, Township 29 South, Range 28 East, Mount Diablo Base and Meridian; Thence along the north line of said Section 21, South 89 °35'32" East, a distance of 1311.01 feet to the intersection of the north line of said Section 21 and the centerline of Sunny Lane; Thence along the centerline of Sunny Lane, South 00'17'30" West, a distance of 55.00 feet to the Southerly right -of -way line of Columbus Street; Thence along said Southerly right -of -way line, North 89 °35'32" West, a distance of 454.61 feet to the POINT OF BEGINNING; Thence leaving the Southerly right -of -way line of Columbus Street, South 00 °24'28" West, a distance of 125.00 feet; Thence North 89 °35'32" West, a distance of 250.00 feet; Thence North 00 °24'28" East, a distance of 125.00 feet to the Southerly right -of -way line of Columbus Street; Thence along the southerly right -of -way line of Columbus Street, South 89 °35'32" East, a distance of 250.00 feet to the POINT OF BEGINNING. Above described parcel contains 31,250 square feet or 0.72 acres, more or less. PARCV1, I- 0 Commencing at the North Quarter corner of Section 21, Township 29 South, Range 28 East, Mount Diablo Base and Meridian; Thence along the north line of said Section 21, South 89 °35'32" East, a distance of 1311.01 feet to the intersection of the north line of said Section 21 and the centerline of Sunny Lane; Thence along the centerline of Sunny Lane, South 00 °17'30" West, a distance of 55.00 feet to the Southerly right -of -way line of Columbus Street; Thence along said Southerly right -of -way line, North 89 °35'32" West, a distance of 194.61 feet to the POINT OF BEGINNING; 4:10 PM 01/05/06 S:\ 21000\ 21003 \Drawings\DOCS\ParcelMerger.doc Last printed 1/5/2006 4:10:00 PM Page 6 of `2�44 Thence leaving said Southerly right -of -way line, South 00 °24'28" West, a distance of 70.00 feet; Thence South 89 °35'32" East, a distance of 42.50 feet; Thence South 00 °24'28" West, a distance of 260.00 feet; Thence North 89 °35'32" West, a distance of 8.00 feet; Thence South 00 °24'28" West, a distance of 270.00 feet; Thence South 89 °35'32" East, a distance of 161.33 feet to the centerline of Sunny Lane; Thence along the centerline of Sunny Lane, South 00'17'30" West, a distance of 214.84 feet; Thence leaving said centerline, North 89 °23'54" West, a distance of 966.95 feet; Thence North 00'13'59" East, a distance of 199.95 feet; Thence North 00 °24'28" East, a distance of 56.62 feet; Thence South 89 °35'32" East, a distance of 83.12 feet; Thence North 00 °24'28" .East, a distance of 430.00 feet; Thence South 89 °35'32" East, a distance of 143.17 feet; Thence North 00 °24'28" East, a distance of 125.00 feet to the Southerly right -of -way line of Columbus Street; Thence along said Southerly right -of -way line, South 89 °35'32" East, a distance of 35.00 feet; Thence leaving said Southerly right -of -way line, South 00 °24'28" West, a distance of 125.00 feet; Thence South 89 °35'32" East, a distance of 250.00 feet; Thence North 00 °24'28" East, a distance of 125.00 feet to the Southerly right -of -way line of Columbus Street; Thence along said Southerly right -of -way line, South 89 °35'32" East, a distance of 260.00 feet to the POINT OF BEGINNING. Above described parcel contains 5 94,03 5 square feet or 13.64 acres, more or less. 4:10 PM 01/05/06 S:\ 21000\ 21003 \Drawings\DOCS\ParcelMerger.doc Last printed 1/5/2006 4:10:00 PM Page 6 of Z PARCEL 4: Commencing at the North Quarter corner of Section 21, Township 29 South, Range 28 East, Mount Diablo Base and Meridian; Thence along the north line of said Section 21, South 89 °35'32" East, a distance of 1311.01 feet to the intersection of the north line of said Section 21 and the centerline of Sunny Lane; Thence along the centerline of Sunny Lane, South 00'17'30" West, a distance of 869.84 feet; Thence leaving said centerline, North 89 °23'54" West, a distance of 449.48 feet to the POINT OF BEGINNING; Thence South 00'35'45" West, a distance of 70.00 feet; Thence North 89 °23'54" West, a distance of 55.00 feet; Thence North 00'35'45" East, a distance of 70.00 feet; Thence South 89 °23'54" East, a distance of 55.00 feet to the POINT OF BEGINNING. Above described parcel contains 3,850 square feet or 0.09 acres, more or less. PARCEL 5: Commencing at the North Quarter corner of Section 21, Township 29 South, Range 28 East, Mount Diablo Base and Meridian; Thence along the north line of said Section 21, South 89 °35'32" East, a distance of 1311.01 feet to the intersection of the north line of said Section 21 and the centerline of Sunny Lane; Thence along the centerline of Sunny Lane, South 00'17'30" West, a distance of 869.84 feet to the POINT OF BEGINNING; Thence continuing along said centerline, South 00'17'30" West, a distance of 429.88 feet to the Northerly right -of -way line of Height Street; 4:10 PM 01/05/06 S: \21000\21003\Drawings\DOCS \ParcelMerger. doe Last printed 1/5/2006 4:10:00 PM Page 7 of 7Z I i I Thence alon g said Northerly right -of -way line, North 89 °24'08" West, a distance of 506.76 feet; Thence leaving said Northerly right -of -way line, North 00 °35'45" East, a distance of 359.91 feet; Thence South 89 °23'54" East, a distance of 55.00 feet; Thence North 00'35'45" East, a distance of 70.00 feet Thence South 89 °23'54" East, a distance of 449.48 feet to the POINT OF BEGINNING. Above area contains 213,513 square feet or 4.90 acres, more or less. Basis of Bearings: North line of the Northeast Quarter of Section 21, Township 29 South, Range 28 East of Mount Diablo Base and Meridian taken to bear South 89 °35'32" East. � SAND S GE�aR - z 'EXP.2 N0. 7812 of ca��F° 4:10 PM 01/05/06 S:\ 21000\ 21003 \Drawings\DOCS\ParcelMerger.doc Last printed 1/5/2006 4:10:00 PM Page 8 of .;A EXHIBIT 'e' PARCEL MERGER NO. 05 -1404 Being a Merger and Re - Sub di vision of those certain Parcels of land contained in villa Lots 3 and 4 of Drury 's Addition of Kern City in the City of Bakersfield as per map recorded March 18, 1907 in Book 1, Page 101 of Maps and that portion of Parcels A, B, and C of Parcel Map Waiver No. P99-0905 as per Certificate of Compliance recorded April 14, 2000 as in s trum en t No. 0200044575 of Official Records, and a portion of Parcels A, 8, and C of Lot Line A djus tm en t P— 98— 0338, as evidenced by that Certain Certificate of Compliance Recorded June 23, 1998 as Instrument No. 0198083027 of Official Records, all filed in the office of the Kern County Recorders Office and being a portion of the Northeast Quarter of Section 21, Township 29 South, Range 28 East, Mount Diablo Base and Meridian, in the City of Bakersfield, County of Kern, State of California, described as follows: PROPERTY OWNERS APN: 126-020-07 APN: 126— 020— 31 New Beginnings Christian Mbar Llc Church 1401 19th St., Ste 406 1509 Columbus Street Bakersfie /d, CA 93301 Bakersfield, California 93305 APN: 126- 020 -20 Anderson Steve/ Anderson L eigh P.O. Box 81747 Bakersfield, CA 93380 APN: 126-020-21 College Center L/c 1401 19th St., Ste 400 Bakersfield, CA 93301 APN: 126- 020 -28 Mel Atkinson & Vincent Roche, as Tenants in Common 5060 California Ave. Suite #1000 Bakersfield, CA., 93309 APN: 126-020—JO Mbar L/c 1401 19th St., Ste 400 Bakersfield, CA 93301 APN: 126— 036 -18 Mel A tkinson & Vincent Roche, as Tenants in Common 5060 California Ave. Suite ,#1000 Bakersfield, CA., 93309 APN: 126- 020 -32 Mbar Llc 1401 19th St., Ste 406 Bakersfield, CA 93301 APN.-- 126- 036 -02 Bakersfield Sso L /c/ 1120 Iron Point Rd., Ste 120 Folsom, CA 95630 APN: 126 — 036 -16 Stein ert Marvin E/ Stein ert A da /a 3939 Bernard St. Bakersfield, CA 93306 APN: 126— 036 -17 Me/ Atkinson & vincen i Roche, as Tenants in Common 5060 California Ave. Suite ,#1000 Bakersfield, CA., 93309 ZONING This Property is zoned C -2 (Commercial) EASEMENT STATEMENT A// Easements located on Parcel 3 will be Abandoned and Relocated. (2) ENGINEERING ASSOCIATES, INC 1044 E. Herndon Ave, Suite 108 Fresno, CA 93720 (559) 447 -3119 Vicinity Map Not to Scale BASIS OF BEARING The North line of the Northeast quarter of Section 21, Township 29 South, Range 28 East, of Mount Diablo Base and Meridian taken to Bear South 89.'35'32" East per Map No. 7 -1. Book 6, Page 110, Recorded in the office of the County Surveyor, Kern County, State of California. UTILITIES, Telephone: Pacific Bell Electric: DUKE DR Gas: Pacific gas and Electric Sewer: City of Bakersfield Water: California Water Service LADE A /LLER A GILL A VE � � Q N05 LE A kWE Q Z h 0 Z Q 0 CRAM ORD ST COLUMBUS ST. W � j HEIGHT ST 0 178 m BERNARD ST Vicinity Map Not to Scale BASIS OF BEARING The North line of the Northeast quarter of Section 21, Township 29 South, Range 28 East, of Mount Diablo Base and Meridian taken to Bear South 89.'35'32" East per Map No. 7 -1. Book 6, Page 110, Recorded in the office of the County Surveyor, Kern County, State of California. UTILITIES, Telephone: Pacific Bell Electric: Pacific gas and Electric Gas: Pacific gas and Electric Sewer: City of Bakersfield Water: California Water Service Page 9� of '44 IEXHIBIT'B.' PARCEL MERGER NO. 05 -1404 EASEMEN T SUMMARY 26' Water, Gas, Sewer, Telephone, and Electric Line Easement Recorded in Bk. 3045, Pg. 345; Bk. 3333, Pg. 972; Bk. 3617, Pg. 943; Bk. 3333, Pg. 657; Bk. . 3615, Pg. 36 of the Kern County Official Records 2 5' Electric and Gas Easement Recorded in Bk. 3617 Pg. 943 of the Kern Coun ty Official Records. 3 25' Telephone Line Easement Recorded in Bk. 3331, Pg. 829 of the Kern County Official Records. 4 50' Water, Gas, Sewer, Telephone and Electric Line Easement Recorded in Bk. 3045, Pg. 345; Bk. 3333, Pg. 972; Bk. 3617 Pg. 943; Bk. 3333, Pg. 657; Bk. 3615, Pg. 36 of the Kern County Official Records 5 5' Gas and Electric Line Easement Recorded in Sk. 5709, Pg. 400 of the Kern County Official Records. 6 15' Easement for accesss purposes recorded June 23, 1998 as Instrument No. 0198083029 of Official Records, 7 30' Utility Easement Recorded in Bk. 2582, Pg. 196 of the Kern County Official Records. 8 34' Public Highway Easem en t Recorded in Sk. 2776, Pg. 233 of the Kern County Official Records. OT0 ENGINEERING ASSOCIA INC 1044 E. Herndon Ave, Suite 108 Fresno, CA 93720 (559) 447 -3119 Page J6 of Zq LEGEND EXISTING e EAST OR ELECTRIC n NORTH W WEST Oh 0 VERHEAD S SOU TH OR SEWER -- - RIGHT -OF- WA Y �••� - ----- PROPOSED BOUNDARY LINE EXISTING BOUNDAR Y . - CENTERLINE - - - EASEMENT -G- GAS _ AHE _ O VERHEAD ELECTRIC -)rS -. SEWER . U E --. UNDERGROUND ELECTRIC uGT - UNDERGROUND TELEPHONE - (SGTV - UNDERGROUND TV RA16 WA TER BRASS CAP r BRASS TA G FOUND CHISELED CROSS Q CURB INLET C CLEAN OUT OD DRAINAGE MANHOLE D ELECTRICAL METER ® ELECTRIC MANHOLE • FDC FIRE DEPAR TMENT CONNECTION -6- FIRE H YDRAN T O GRATE INLET - CIRCULAR GAS METER UO GAS VAL VE 0 IRON PIPE FOUND °-* LIGHT POLE OVERHANGING LIGHT POLE - 1 IN LINE LAMP 00' LIGHT POLE - 1 LAMP ffvl CABLE RISER M ELECTRICAL RISER © GAS RISER 0 TELEPHONE RISER ❑w WA TER RISER T SIGN G SEWER MANHOLE TELEPHONE MANHOLE UTILITY POLE M ELECTRICAL VA UL T TELEPHONE VA UL T R-11 WATER VA UL T 4 WA TER METER ►� WA TER VA VE 11F I EASEMENT SURMAR Y E Nf ILA r , AS EXISTING i Brass cap in Con c. Down 0.5' In Hand Well PARCEL MERGER NO. 05 -1404 .,,. 6" Did. Conc. Mon. N1/4 Corner Sec.21, r R28 E, p Down 1. Z In Hand C Well p -- v 0 C B J v S89:35'32 "E 301.05' _ �•� CL Street and Section Line h 8.80' 136.69 1 90.50' 2� 1 00 � NIO I Q Z I P N89'35_'_32 "W i 136.43' OZ ' OZ 0 I n6' PP I I I � ,O O i GRAPHIC S i I loo o so 43' Brass Cap in Con c. n IN FEET } Down 1.2' In Hand 1 inch = 100 ft. Well Q i I I S89 U5' i 116.29' 42.50' 0 I 0 0 I N Z Q N 0 0 .I ►N I I �I Q I 1 � W I � � 0 0 o I Z o V •. N • N Z • i l Spigot 1 �Pi90 E E wp/yot � tea❑ i 84.33' 42.50140.00 S es LQ z " %-, QA Q3�'� T w � ZI MA TCH LINE #1 N89'35 32' "W 109.28' Page 11 of Z4 l 8 "S 160.67' —_ se.sz• PA RCEL Y3 y LL4 P93-OW APN.• 726- 036 -02 S8923'54T 462.47' 6" Did. Conc. Mon. W /Brass rStem,Down Down 1.2 in Hand EO .0 Well O 9TREET v • •— S89'35'32 "E 287.93' —• •-- OHE 8 W Oh 84.33' 160.67' 0.00' • N 0 0 .I ►N I I �I Q I 1 � W I � � 0 0 o I Z o V •. N • N Z • i l Spigot 1 �Pi90 E E wp/yot � tea❑ i 84.33' 42.50140.00 S es LQ z " %-, QA Q3�'� T w � ZI MA TCH LINE #1 N89'35 32' "W 109.28' Page 11 of Z4 l 8 "S 160.67' —_ se.sz• PA RCEL Y3 y LL4 P93-OW APN.• 726- 036 -02 S8923'54T 462.47' EXHIB-IT'B' AS EXISTING PARCEL MERGER NO. 05 -1404 " Did, Conc. Mon. W /Punch,own 2.2' /n Hand WD S89:35'32 "E 146.02' • 15 ' 'T 772,501P S89:35 *J2 IF 1 • 99.75' 227.50' FDC 194.61 ' • 11 25' NF in wall N0024 28T FDC Bn� LS 17564 485.00 70.00' APN: 126- 020 -25 .10.00' S89 35'32 "E1• N i I 1 I 118.23 n N89:35'32'W 42.50' 2� �! $ 0 E N o • I 893532 118.46 0 OZ � o Q , �W 89'3532" -. N $ �W • • �4i ��u � � � 118.58' ;v, o • ,N ,N .N N $ i `-C � i r• I Q � I Z o • $ $ 89'35'32" Z Z Z • 118.72' . S89'35'32"E i 65.00' i .SPi90 t • / °t spigot / N � APN.' • 126-020-20 i . •� sp/ of 1 I i i ►� DC • 589'35'32 "E � JFDC APN. 126 -020— � 1 65.00' 11 , .67' —.• 115.25' .�� . 99.75' � 00 -�• 70.00' e "w 8 "W 8 "w S 8 " S 8 "S 8 " S J I MG S N 7. 65.00' �• 33' —� GRAPHIC SCALE 55. 9• - 32 E 34&33 •r -i 100 0 50 100 Ft 9 9 } newer 9 Q 9 SOOW *45'W PARCEL t (IN FEET } 70, 04 ' � 30' LLA P98-0338 _ _ N89 35'32"W 3 , 02 1 inch —loo ft. , 00' APN: 126— 036 -16 4 • •MA TCH LINE #1- f ® IPF 1 " W/Plug LSo463 N N Accepted as Corner Flush w /ground it' 0 9 p 9 Page 1 Z of Z4 Q n [� t F 489.47 -- - of % ' " Con c, Mon. p v� W /Brass ,Stem, Do wn 1.2 /n Hand C ��n v COL v 5) TREET -• •— S8935'32 "E 288.06' -• •-- S89 35'32 "E 287.95' —• ' S89 35'32 "E 2631.49' sit: 6" /a. Conc. Mon. BTF LS,10911 Onch,Down 1.4 . " 8 W OHE " (D llo "w 8 W OHE 8 /n Hand HE " Did, Conc. Mon. W /Punch,own 2.2' /n Hand WD S89:35'32 "E 146.02' • 15 ' 'T 772,501P S89:35 *J2 IF 1 • 99.75' 227.50' FDC 194.61 ' • 11 25' NF in wall N0024 28T FDC Bn� LS 17564 485.00 70.00' APN: 126- 020 -25 .10.00' S89 35'32 "E1• N i I 1 I 118.23 n N89:35'32'W 42.50' 2� �! $ 0 E N o • I 893532 118.46 0 OZ � o Q , �W 89'3532" -. N $ �W • • �4i ��u � � � 118.58' ;v, o • ,N ,N .N N $ i `-C � i r• I Q � I Z o • $ $ 89'35'32" Z Z Z • 118.72' . S89'35'32"E i 65.00' i .SPi90 t • / °t spigot / N � APN.' • 126-020-20 i . •� sp/ of 1 I i i ►� DC • 589'35'32 "E � JFDC APN. 126 -020— � 1 65.00' 11 , .67' —.• 115.25' .�� . 99.75' � 00 -�• 70.00' e "w 8 "W 8 "w S 8 " S 8 "S 8 " S J I MG S N 7. 65.00' �• 33' —� GRAPHIC SCALE 55. 9• - 32 E 34&33 •r -i 100 0 50 100 Ft 9 9 } newer 9 Q 9 SOOW *45'W PARCEL t (IN FEET } 70, 04 ' � 30' LLA P98-0338 _ _ N89 35'32"W 3 , 02 1 inch —loo ft. , 00' APN: 126— 036 -16 4 • •MA TCH LINE #1- f ® IPF 1 " W/Plug LSo463 N N Accepted as Corner Flush w /ground it' 0 9 p 9 Page 1 Z of Z4 Q n [� t F 489.47 -- - of % ExHrBlT 'B' n =vic A rnin PARCEL MERGER NO. 05 -1404 D O � BUS COLUM 6' •—' S89'35'32 "E 287.95' 2631.49 6" Dia. Conc. Mon. BTF LS #1911 : W/Punch,Down 1.4 0 �0 8 0W In Hand Well 8" -OHE HE- " a Conc. Mon. N unch,&wn 2.2' and Well Brass Ca in Con c. NE Corner — -- Sec21, T29S Hand Down 1.2 In Well v S89 U5'32'E STREET --• 146.02' --•� �•— S89'35'32 "E 1320.48' Section Line 810w and CL Street . •3'►r • �" — — 9 "J2' 227.50'. FDC W-. 194.61' ,f•28�E' FDC BTF LS 7564 Location Shopping of 30' /l � 70.0�0 APN.• 126 - 020 -25 34, Sign 00 10.00' �S89:35'32 "E�• I 118.23' 0 11 30 N84 ' ~w $ �� 1�6 •`" �) I 8 T LS A2 628 z E II q O 118.46 000. ' O2� W I) `° � N 26 m — 8935'32" 3 All pia s8' 89 35'32" I 2 118.72' S893 5'32'E CH 65`00 N spigot g 6v � I APN.• •. • 726- 020 -w-2� 0 � S � � S� •�S 8, 9P '.I 3'5 . N3' 2 L NI t 'E 'I n IIIII ( I I I I I I I DC FDC APN• 126 -020 - 65, 00 8S00 7Q 00 t aw e'w � -e ee s o � f I I o 0 N 7. � 600' � 33• �W� ' v PARCEL A 91 �, GRAPHIC SCALE �Q�'f? W it 30' 1100 0 50 1 Mpp APN.• 726- 036 -76 34r 0 . 4. a . , . . MATCH LINE #1. 0 0 10 ,I N 9 9 I N I ( IN FEET ) � II "� c� I 1 inch = 100 ft. Page 1'3 of 2.4 EiCH1BIT 'B AS EXISTING LQ u V State High way RighLi of Way PARCEL MERGER NO. 05 -1404 116.29 J. E 160.67' _.. or S 8 "s G 8 "s S 2.50 I I 4 - W j 0024'28T - 00 56.62 o L7 9 9 D o 0i 4 N Q 2 I -03M APN. 126— 036— 02 • ; .. » • • MA TCH LINE � • . N89 _35 32 W � • • cV 109.28' •� __ 5892354T 462.47'. I S89 23'54 "E 309.79' S89:23'54 'E E ®- 12 "W .c \IpF jr" W/�'lug LS14463 �� flush w /pound U LLA P93-0358 APN.• 126 - 036 -07 o • 0 1 0,-MMEN, i9 I Page 14; of 2-4 I GRAPHIC SCALE 0 50 100 ( IN FEET 1 inch = 100 ft. HE /GHT ST:H"EEl G RAP HIC SCALE y 100 0 50 100 ® O By IN FEET) 1 inch = 100 ft. page) of t 55.0 ' •— �`��. 989tZ32 E 34 33 uv -- g T r 9 9 • 7Toewer � ,. �Q 0 500 45 W 9Q 9 � • 70.00' N89.35 32 W L� -'4-0' 30' 34 55.00' APN: 126— 036 -16 • •MA TCH LINE 1• • ; N ' /PF 1 " W/Plug LS14463 � N N Accepted as Comer Flush w /ground N 9 PARCEL p 482.47'- E. 462.47 � LLA P98-0338 ATA 12 1W APN: 126— 036 -17 - Ltj • S893532T � %%j 405.04' Z I � Q N PA CEL C I LLA P98 -0138 . • i �W APN.• 126— 036 -18 o! Q I I ►�•• State High way Righ t —of— Way Line ' I� • ( I j /PF 1 " W Plu LS0463 Accepted as Corner State. Highway ' Flush w /ground Righ t —of —Way 3 ; Line i a — — 100 0�' .� Poe low — — 8 "W 2 30' 12 W . S — O co HE /GHT ST:H"EEl G RAP HIC SCALE y 100 0 50 100 ® O By IN FEET) 1 inch = 100 ft. page) of t F'E �tIBIT 'e' PARCEL M ERGER NO. 05 -1404 ErISTING �&sf j4p II I APN: 126 - 020 -21 a � /� 65.00 II �C,' 1185. oo_!. 70.00= w 8ms 8 "w .I# V.,- 2433 0 Naar S ate, -w PARCEL N89 35'.32 "W LLA P98 5App* APN.• 726 -036- - 11 T/'LJ / /A /C 11-f. . r 1� RCEL FA p LLA P98-0338 APN: . 126— 036 -17 I �o •� S89 35'W T 405.04' �3 i •� 9 9 PA RCEL $ LLA P98 -0338 APN: 126— 036 -18 $ 1 State Higf Right —of- Line S0463 IPF 1 " W Plums A ccep ted as Col Flush w /ground l 1100.01-0 1 tv 30' State Highway Right—of—Way Line 10% HE /GHT STF"HEEl Actk� 8 "w S ' 0 0 A 9 i 30' fs 34' I ft LU it it 1 �y � � i � GRAPHIC SCALE 1 100 0 50 100 � 30% �I (IN FEET ) i 1 inch = 100 ft 1. I Page WO of zq I I 0 0 a Q O ;kH(81T'B' AS MERG D Brass Cap in Con c. Down 0.5' In Hand Well PARCEL MERGER NO. 05 -1404 6" Did. Con c. Mon. N1/4 Corner Sec .21, T�9S R28E, well n 1.2 In Hand c v S89 :35'32 "E 301.05' CL Street and Section Line h 8.80 136.69' 01 90.50 42.50 0� ,W 40.00 N I I I i P � P N89.35_'_32 "W 136.43' 2 ° 20 I N I N 26 o 8 � N 1 � • " � w O w • . `° Lr c I Q I I N A N w � w w K GRAPHIC SCALE I � I � 100 p 50 100 43' Brass Cap in Con c. IN FEET ) Down 1.2' In Hand I t Well Q 1 inch = 100 ft. I I S89' ' 42.50 40.00' 116.29 w % tz how N p roe o� C O N w lk • MA TCH LINE /1 0° 1 N89'_35_'32 "W Z N 109.28' 84.33' 4.29' O h 1�sW N O ZI � 11 S89'35 *3 83.12 N00:24 28 "E 56.62' 0 O� • Page Al., of ZLI 17,896 Squ ar 0.41 Acre s J U g 6" Did. Conc. Mon. W Brass ,Stem,Down y Down 1.2 1n Hand Well 76 "E 287.93' — — iS89'35'32 ._ ROW Dedication Per sepera a ins rumen t N89.32'23T . 282.89' 84.33' 4.29' O h 1�sW N O ZI � 11 S89'35 *3 83.12 N00:24 28 "E 56.62' 0 O� • Page Al., of ZLI 17,896 Squ ar 0.41 Acre s J U g F AS FiIBIT 'e' PARCEL MERGER NO. 05 -1404 MERGED _Q i� " Dla. Conc. Mon. W/�rass Stem, Down " Conc. Mon. Wel %n 1.2 /n Hand WAPunch. Down 2.2 Ili, Hand Well v � S89.3532 "E 288.06' S89.35'32'E 287.95' - S89'35'32;'E 146.02 1\ ion Per 6" Dlo. Conc. Mon., 87F LS 911 % rrNment S89 35 32 IE_ 2631.49 4z::WIPunchDown 1.4 3 E M Hand Well JTT .17 S 89 '0', 250.00' 260.00 194.61 t35, NF in wall 87F LS 17564 I TY Soo :24 28 "W APN: 126-020-25 'w 1 so0�� Z8'w ' 70.00' 10.00' S89.35'32' J1,250 Square Feet 125.00 118.23' 0.72 Acres p�1 S89'35'32T ,p2 -- -- 42.50 0 126 N89:� W "W 250.00' p • � � . PS89• , „ N0024 28 E N 35 32 E- -. o 125.00 118.46' o S89'35'32 "E1. . RCEL 71 • 118.58 �o ,896 Square Feet O °o 0.41 Acres N8935'32W S89.3532 1E•1. 8.00, 118..72' FA RCEL 73' 0 °o 04 • N 594, 035 Square Feet lu Q . Z Z P 13.64 Acres � v � Z Z v GRAPHIC SCALE. v Q 100 50 100 Q � 0 ( IN FEET) 1� • 1 inch = 100 ft. • I S89'35'32 T " 161. 33 . N o i 30' 34' • MA TCH LINE ;�#1 • lPF 1" WIPlug LS1446J Accepted as Corner Flush w /ground Page 79 of Zq [EjXXFiIBIT 'B' AS MERGED S89:35'32 "E 287.95' " —ppia. Conc. Mon., 87F LS11911 /Punch .. Down 1.4 Hand Well r --- �-mmmmmm�-- � 9 :35�32 IF 260. UO' 194.61' 87F LS 7564 Locotion of 30' High .5O0:24 28'rw APN.• 126 - 020 -25 ShaPPing Center Sign 'l074 28"W ' 70 00' 10.00' •" S89 ;35'32I 7 34 125* pOT 118.23' 1 a I I 30 ' S89 35'32'E „ I ,02�� � I B r4 6 42.50 0' Q� �2 (� � � erF cs zs28 178.46' I o I • 3 II S893532 1 118.55" II 0 N89'35'32 "W � .— S893532 8,00 � 1 118o72' CHC Qi 3 Feet II IN � S89 35'32 "E • 161.33' �I � I N i 130' No Ow I 34' • � • YA TCH LINE ,#1 Page 'lq of GRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100 ft. N 'o. Con c. Mon. 4 C lW Hand Wel% n 22" Bross Ca in Con c. NE Corn er Q _ _ Sec.21, T29S R28E, Down 1.2' In Hand v Well S89'3532IF _. ._. 146.02' S89'35'32 "E 1320.48' � —. T T�- pSection Line , tcj 1 and CL Street --- �-mmmmmm�-- � 9 :35�32 IF 260. UO' 194.61' 87F LS 7564 Locotion of 30' High .5O0:24 28'rw APN.• 126 - 020 -25 ShaPPing Center Sign 'l074 28"W ' 70 00' 10.00' •" S89 ;35'32I 7 34 125* pOT 118.23' 1 a I I 30 ' S89 35'32'E „ I ,02�� � I B r4 6 42.50 0' Q� �2 (� � � erF cs zs28 178.46' I o I • 3 II S893532 1 118.55" II 0 N89'35'32 "W � .— S893532 8,00 � 1 118o72' CHC Qi 3 Feet II IN � S89 35'32 "E • 161.33' �I � I N i 130' No Ow I 34' • � • YA TCH LINE ,#1 Page 'lq of GRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100 ft. HIBIT'B' PARCEL MERGER NO. 05 -1404 AS MERGED Brass Cap in Conc. Down 1.2' In Hand well State High way Righ t —of— Way Line I i S89:35 lj2ll 42.50 40.00 • I 116.29 J. \S89 '35'32T 83.12 I � 1 N00X428T Z N �, 69 56.62 � LAJ Q) Q; 6 I I I . . . AfA TCH LINE #1 N89'_3532 "W Z r N 109.28' . I I S89 2354 "E 309.79' • 462.47 43' • IPF 1" W/i'lug LS4463 Flush w /pound PA 185( Q; PARCEL LLA P'93 -0358 . ' APN• 126— 036— 07 I � I � � Brass Ca In bon q. Q N Down 1.2' In Hand I J Well i %4 • . Q GRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100 ft. �EIG_ HT ST111 ET Page :to of 2q HIBIT'B' AS MERGED 50 J 40.00 i \S89 J5 *32"E 83.12 • i Tk �4'28T 56.62' �u �W ��°' • • Z • MATCH LINE11 Z � • W / Plug LS14 Accepted as Comer ` f]'ush w /ground N89:23`541 W _• 462.47' PARCEL '3' k 594, 035 Square- Feet Z 13.64 Acres v Z PARC5 RCEL J,850 Square Feet 0.09 Acres evil 966.95' 5a 00 S8923'54T 4444 S00'35'45'rW 70.00 N89�3 *54OW 55`00 RA fi) CL I LLA l°93 -0358 ,4u APN.• 126— 036— 07 GRAPHIC S o; 0 100 0 50 100 ( IN FEET) lPF 1" WIPlug LSjf4463 1 inch = 100 ft. Accepted as Corner Stote Q Flush w /ground Right __ -- -- - -- S 8924'08" E 506.; 30' EIGHT S TREE T - H f rr �V Page 21 of aZ XHIBIT 'B' AS MERGED PARCEL MERGER NO. 05 -1404 II V (5 f PARCEL 3 �, 594, 035 Square Feet Z Q II 73.64 Acres N I 77 II S89 3532 "£ 161.33' I N . MA TCH L /NE �1 •I 30' . . 341 LS14463 (I I � 96695' I 1p _ I w ' 58973"NT 449.48 g 5W'35'45V LU 7 N N89 25 *54 OW ao�0 00 1 I 55 W 3� PARCEL 'S' ! o, s o�►' i.� GRAPHIC SCALE ,ao o 50 ,00 ( IN FEET ) i inch = 100 ft. 213, 513 Square Feet 4.90 A cres 1 /PF 1" WIPlug LS#4463 Accepted as Comer State Highway Rush w /ground Righ t —of- -Way Line . _ S 8 9:24 *08 E 506.76' 30' -HEIGH 0 Aim Pag( State High way Righ t —of— Way Line O 7PiS7=REEr Zt of zy — — i JOIF wa ow 34 'I 1 I — — �I� I III � I III / H-7 IAI L E Y S TREE N0074 28 E 210.00' � 1 � III N0073'�o•c -. - II -. 199.95 1-" z �) pm tzj tmj F-i O y c+ b w O tV tV Oo N N H� O Ul w o O O SOO77 *09 "W �•� 640.00 125.00' -o -13 m % >< rn GRID o . N00 2428 c `0 125.00' W N00 24'28 "E _ _ 555.00' N APN.• 126- 020- 03 o N00 24'28 "E 555.00' o APN.• 126- 020 -22 o N00 24'28 "E 555.00' �- N00 24 28 "E 555.00' 430.00' II I I j 125P MATCH LINE #1- v� o� �O � p c�D I� g Z3 of V4 i i 125.00' Z v tp tV` 2 Q-4 N Vl N� N ;Q .i 63 C lbl V g D n m r rn m z O 0 0 (A 0 .p �O � p c�D WPage Z3 of V4 125.00' Z v tp tV` 2 Q-4 N Vl N� N ;Q .i 63 C lbl V g D n m r rn m z O 0 0 (A 0 .p t o N W 25' Z tmj o y n GRID 40% A o $� °o ao N •• Oti` O ' S O 4 , 28 w 2�0. oo , Soo�4 28"w 260. oo Na cm N Ni 21 A 84 CL Stree t S0017'3"W 655.00' 54017 30 W 1329.72 o o o 00 o w SUNNY L a NE � n c� CD 1 MATCH L 1 V o� m V x Q ( N-t" r, Cho, r CD . v . . . . v� i Page Z# of ?-H. rn m z O PZ A�h O 4��h m Z x ( N-t" CD Page Z# of ?-H. rn m z O PZ A�h O 4��h