Loading...
HomeMy WebLinkAboutCOLLEGE AVE, MORNING DR, HIGHLAND KNOLLS DRREQUESTED BY AND 'WHEN RECORDED, MAIL TO: CITY ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA. 93301 Recording Requested by CHICAGO TITLE COMPANY Order No.�h�Tj`l James W' Fitch Assessor— Recorder Kern County Officiai Records Recorded at the request of Chicago Title DOC #: 0209005106 CERTIFICATE OF COMPLIANCE (SECTION 66499.35, GOVERNMENT CODE) PATTI 1/14/2009 8:00 AM Stat Types: 1 Pages: 7 Fees 27.00 Taxes 0.00 Others 0.00 PAID $27.00 The City Engineer of the City of Bakersfield, designated by ordinances of said City as Advisory Agency with respect to Parcel Map Waivers, Lot Line Adjustments, and Certificates of Compliance and acting herein on behalf of the City of Bakersfield, hereby states that the real property described and shown on Exhibits "A" and "B ", attached hereto and made parts hereof, complies with the provisions of the Subdivision Map Act of the State of California and Chapter 16 of the City of Bakersfield Municipal Code regulating divisions of land. The above - mentioned real property is a result of LOT LINE ADJUSTMENT 08 -1375, being an adjustment of the boundaries of the following portions of land: 1. Parcel 1 of Parcel Merger 05 -0061 as evidenced by that certain Certificate of Compliance recorded June 30, 2005 as Document No. 0205168301; ! 2. Parcel 4 of Parcel Merger 05 -0061 as evidenced by that certain Certificate of Compliance recorded June 30, 2005 as Document No. 0205168301; all as filed and recorded in the office of the Kern County Recorder, and being portions of the East half of Section 24, T. 29 S., R. 28 E., M. D. M., in the City of Bakersfield, County of Kern, State of California Property Owner: Morning 178, LLC, a California Limited Liability Company Assessor's Parcel Numbers: 434 - 010 -47, 434 - 010 -54, 434 - 010 -55, 434 - 010 -56 and 435 - 010 -31 This Certificate of Compliance is being issued and recorded for 2 parcels. This certificate relates only to issues of compliance or noncompliance with the Subdivision Map Act and local ordinances enacted pursuant thereto. The parcels 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 parcels may require issuance of a permit nr nthar_nrnnt nr nrants_nf approval. Dated: December 22, 2008 RAUL M. ROJAS RCE No. C -39880 Expiration December 31, 2009 City Engineer City of Bakersfield Signature must be notarized Page 1 of 7 S: \Land Division \Minor Land Div \LLA\2008 \08 -1375 coc.doc co q% kl «n AUQ_ 0 Xrt T lfs Ot-. • - NIA ALL-PURPOSE ACKNOWLEDGMENT ��.�_- '�.'S�S S!�j�..•,�.,..�5. S/_��..a.S:��. �!'�.v�'�.�c��.c�: C;- cav/c�4:.�:'�S . v! �.• ./_.�.`�..cq�S�.- �.'S!�.v!s`�.' v.��.:�C.� -�\!�� �/•. �.' ������ ..�.'.v����..s�gc��!'�S/�^�`. State of California County of KERN On December 22, 2008 before me, Lynda K Skinner, Notary Public Date Here Insert Name and Title of the Officer personally appeared Raul Rojas Public Works Director Name(s) of Signer(s) City of Bakersfield E wYA�Ar K Ydb Commission # 1825202 Notary Public - Caldornia LWWW-6-4 . Kern County NI Comm. Expires Dec 4, 2012 Place Notary Seal Above who 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. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my h d and fficial seal. Signature �L Signature of 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. of Attached Document Title or Type of Qocument: Document Date: Signer(s) Other Than Named Capacity(ies) Claimed by Signer's Name: ❑ Individual ❑ Corporate Officer —Title(s): ❑ Partner — ❑ Limited ❑ General • Attorney in Fact • Trustee • Guardian or Conservator ❑ Other: Signer Is Representing: Number of Pages: " Y Signer's Name: ❑ Individual RIGHTTHUMBPRINT OF SIGNER op of thumb here ❑ Parfhp -r Ite Officer — Title(s): — ❑ Limited ❑ General ❑ Attorney -iq ❑ Trustee ❑ Guardian or ❑ Other: Signer Is Representing: O 11 1 .• '• .11 •1 :11 : EXHIBIT "A" LOT LINE ADJUSTMENT NO. 08-1376 BEING A LOT LINE ADJUSTMENT BETWEEN PARCELS 1 AND 4 OF PARCEL MERGER NO. 05 -0061 AS EVIDENCED BY THAT CERTIFICATE OF MERGER RECORDED AS DOCUMENT NO. 0205168301, O.R., IN THE OFFICE OF THE KERN COUNTY RECORDER AND BEING A PORTION OF THE EAST HALF OF SECTION 24, TOWNSHIP 29 SOUTH, RANGE 28 EAST, M.D.M., IN THE CITY OF BAKERSFIELD, KERN COUNTY, CALIFORNIA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL "A" Beginning at the Southeast corner of said Parcel 1, being the Southeast corner of the Northeast Quarter of said Section 24, thence S89 055'35 "W along the South line of said Northeast Quarter, 264.61 feet to the beginning of a 1500.00 foot radius tangent curve, concave Northerly; thence Westerly along said curve, through a central angle of 16 034'45 ", an arc distance of 434.04 feet; thence N73 029'40 "W, 1386.23 feet; thence NI 6'30'20"E, 45.00 feet; thence N61 °30'20 "E, 28.28 feet; thence N1 6030'20"E, 11.37 feet to the beginning of a 530.00 foot radius tangent curve, concave Easterly; thence Northerly along said curve, through a central angle of 29 035'27 ", an arc distance of 273.72 feet; thence N46 005'47 "E, 216.42 feet; thence S43054'1 3"E, 60.00 feet; thence S49 049'35 "E, 140.53 feet; thence S6601 1'37"E, 70.00 feet; thence S77'40'1 9"E, 70.00 feet; thence S87 050'49 "E, 70.00 feet; thence S89 025'21 "E, 1340.24 feet to a point on the East line of said Northeast Quarter; thence S0 034'39 "W, along said East line, 711.02 feet to the Point of Beginning. CONTAINING 25.80 ACRES, MORE OR LESS. PARCEL "B" Beginning at the Southeast corner of said Parcel 1, being the Southeast corner of the Northeast Quarter of said Section 24, thence S89 055'35 "W along the South line of said Northeast Quarter, 264.61 feet to the beginning of a 1500.00 foot radius tangent curve, concave Northerly; thence Westerly along said curve, through a central angle of 16 034'45 ", an arc distance of 434.04 feet; thence N73 029'40 "W, 1386.23 feet; thence N16 °30'20 "E, 45.00 feet; thence N61 °30'20 "E, 28.28 feet; thence N16 °30'20 "E, 11.37 feet to the beginning of a 530.00 foot radius tangent curve, concave Easterly; thence Northerly along said curve, through a central angle of 29 035'27 ", an arc distance of 273.72 feet; thence N46 005'47 "E, 255.19 feet; thence NO °41'42 "E, 656.30 feet; thence N67 039'40 "W, 222.55 feet; thence N22 °20'20 "E, 57.66 feet to the beginning of a 330.00 foot radius tangent curve, concave Westerly; thence Northerly along said curve, through a central angle of 13 °29'48 ", an arc distance of 77.74 feet to a 20.00 foot radius reverse curve, from which point the center of said curve bears S81 °09'28 "E; thence Northerly along said curve, through a central angle of 81047'113", an arc PAGE 3 OF 7 PAGES L. L.A. # 08 -1375 distance of 28.55 feet; thence N0 041'42 "E, 60.00 feet; thence N89 022'15 "W, 54.12 feet; thence N0 037'45 "E, 153.99 feet; thence S89 °47'22 "W, 589.77 feet; thence S82 °23'55 "W, 201.92 feet; thence N88'1 8'44"W, 4.80 feet to a point on the West line of said Northeast Quarter; thence S0 025'39 "W along said West line, 2006.20 feet to the Northwest corner of the Southeast Quarter of said Section 24; thence S0 025'18 "W along the West line of said Southeast Quarter, 2653.80 feet to the Southwest corner thereof; thence N89 047'57 "E, along the South line of said Southeast Quarter, 2645.77 feet to the Southeast corner thereof; thence N0 034'42 "E, along the East line of said Southeast Quarter, 532.00 feet; thence S89 049'52 "W, 330.90 feet; thence N0 033'31 "E, 130.00 feet; thence N89 049'52 "E, 330.95 feet to a point on said East line; thence N0 034'42 "W along said East line, 1986.00 feet to the Point of Beginning EXCEPTING THEREFROM: Beginning at the Northwest corner of the Southeast Quarter of the Southeast Quarter off said Section 24; thence N89 051'46 "E along the North line thereof, 662.33 feet to the Northeast corner of the Northwest Quarter of said Southeast Quarter of the Southeast Quarter; thence S0 032'20 "W along the East line of said Northwest Quarter of the Southeast Quarter of the Southeast Quarter, 493.49 feet; thence S89 051'46 "W, 662.00 to a point on the West line of said Southeast Quarter of the Southeast Quarter; thence NO °30'00 "E, along said West line, 493.49 feet to the Point of Beginning. CONTAINING 199.24 ACRES, MORE OR LESS. Date: DELMARTER AND DEIFEL K. Delmarter C.E. 17564 Expires: 6 -30 -2009 K. uQ,p,., No. 17564 a f xV. 0O/C PAGE 4 OF 7 PAGES LOT LINE ADJUSTMENT NO. 08 -1375 BEING AN ADJUSTMENT OF PARCELS 1 & 4 OF PARCEL MAP MERGER NO. P05 -0061 AS EVIDENCED BY THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED AS DOCUMENT NO. 0205168301, O.R., ALSO BEING A PORTION OF THE E 1/2 OF SECTION 24,. T.29S., R.28E., M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA EXHIBIT "B" "THIS MAP IS PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY" QROFESS /0 9 Df(y9�� F�c STATISTICS f ES K. DELMARTER DATE w No. 17564 rn .E. 17564 EXP. 6 -30 -09 m Exp. 6/30/09 OWNERS: MORNING 178, LLC �c 1502 MILLROCK WAY SUITE 200 EASEMENTS BAKERSFIELD, CALIFORNIA 93311 so' WIDE owER LINE EASEMENT IN FAVOR OF �T9TF OF 1 CAQF���\P A.P.N.: 434 - 010 -47, 54, 55, & 56 435 - 010 -31 O PACIFIC LIGHT AND POWER CORPORATION PER BK. 274, PG. 283 OF DEEDS ZONE: R -1 WATER: EAST NILES COMMUNITY SERVICES DISTRICT POWER: P. G. & E. GAS: SO. CALIF. GAS CO. SEWER: EAST NILES COMMUNITY SERVICES DISTRICT CABLE: BRIGHTHOUSE TELEPHONE: A.T. &T. BASIS OF BEARING ALL BEARINGS AND DISTANCES SHOWN ON THIS MAP, ARE RECORD OR CALCULATED FROM P.M.M. NO. 05 -0061 RECORDS PER CERTIFICATE OF COMPLIANCE RECORDED AS DOCUMENT NO. 0205168301, O.R. PREPARED BY DELMARTER AND DEIFEL 2901 H STREET, SUITE NO. 3 BAKERSFIELD, CALIFORNIA 93301 (661) 327 -1486 H w w coo! co J J W 0 VICINITY MAP NO SCALE FREEWAY VI -Ker -178 NDRTH O PACIFIC LIGHT AND POWER CORPORATION PER BK. 0 a w o > o O3 F zlll�ln 280, i//k/ COLLEGE x AVENUE 30' WIDE TOWER LINE EASEMENT IN FAVOR OF Q u` w ® 0 Z a w z SITE NILES STREET VICINITY MAP NO SCALE 150' WIDE TOWER LINE EASEMENT IN FAVOR OF 10 SOUTHERN CALIFORNIA EDISON COMPANY PER BK. 1662, PG. 141 OF OFFICIAL RECORDS 55' WIDE ROAD EASEMENT IN FAVOR OF 11 THE COUNTY OF KERN PER BK. 2432, PG. 290 OF OFFICIAL RECORDS 12 WAIVED ACCESS RIGHTS TO HIGHWAY 178 PER BOOK 4512, PAGE 404 OF OFFICIAL RECORDS 45' WIDE SLOPE EASEMENT IN FAVOR OF THE 13 CITY OF BAKERSFIELD PER BK. 5425, PG. 1570 OF OFFICIAL RECORDS 150' WIDE TOWER LINE EASEMENT IN FAVOR OF 14 SOUTHERN CALIFORNIA EDISON COMPANY PER BK. 5466, PG. 354 OF OFFICIAL RECORDS 15 20' WIDE PUBLIC ACCESS EASEMENT PER DOCUMENT NO. 0205168304 OF OFFICIAL RECORDS 45' TO 70' WIDE PUBLIC ACCESS EASEMENT IN FAVOR 1g OF THE CITY OF BAKERSFIELD PER DOCUMENT NO. 0205169109 OF OFFICIAL RECORDS MONUMENT LEGEND OA 4" I.P. & CAP PER FILED MAP N0, 7 -1, BK. 6, PG. 111 © 4" I.P. & CAP PER FILED MAP NO. 7 -1, BK, 6, PG. 111 © 2 -1/2" I.P. w/ CPR. PT. PER FILED MAP NO. 7 -1, BK. 6, PG. 111 QD 2" I.P. w/ CPR. PT. PER FILED MAP NO. 7 -1, BK. 6, PG. 111 QE KCS C.M. w/ CPR. PT. PER FILED MAP NO. 7 -1, BK. 6, PG. 111 QF KCS C.M. w/ CPR. PT. PER FILED MAP NO. 7 -1, BK. 5, PG. 105 PAGE 5 OF 7 PAGES 150' WIDE TOWER LINE EASEMENT IN FAVOR OF O PACIFIC LIGHT AND POWER CORPORATION PER BK. 279, PG. 194 OF DEEDS 8' WIDE TOWER LINE EASEMENT IN FAVOR OF O3 PACIFIC LIGHT AND POWER CORPORATION PER BK. 280, PG. 213 OF DEEDS 30' WIDE TOWER LINE EASEMENT IN FAVOR OF ® PACIFIC LIGHT AND POWER CORPORATION PER BK. 321, PG. 279 OF DEEDS 200' WIDE TOWER LINE EASEMENT IN FAVOR OF O SOUTHERN CALIFORNIA EDISON COMPANY PER BK, 53, PG. 332 OF OFFICIAL RECORDS 200' WIDE TOWER LINE EASEMENT IN FAVOR OF © SOUTHERN CALIFORNIA EDISON COMPANY PER BK. 83, PG. 224 OF OFFICIAL RECORDS 260' WIDE ACCESS EASEMENT IN FAVOR OF O7 THE UNITED STATES OF AMERICA PER BK. 293, PG. 402 OF OFFICIAL RECORDS ® 40' WIDE ROAD EASEMENT AS SHOWN ON RECORD OF SURVEY BOOK 5, PAGE 92 150' & 200' WIDE TOWER LINE EASEMENTS IN FAVOR OF Og SOUTHERN CALIFORNIA EDISON COMPANY PER BK. 1662, PG. 73 OF OFFICIAL RECORDS 150' WIDE TOWER LINE EASEMENT IN FAVOR OF 10 SOUTHERN CALIFORNIA EDISON COMPANY PER BK. 1662, PG. 141 OF OFFICIAL RECORDS 55' WIDE ROAD EASEMENT IN FAVOR OF 11 THE COUNTY OF KERN PER BK. 2432, PG. 290 OF OFFICIAL RECORDS 12 WAIVED ACCESS RIGHTS TO HIGHWAY 178 PER BOOK 4512, PAGE 404 OF OFFICIAL RECORDS 45' WIDE SLOPE EASEMENT IN FAVOR OF THE 13 CITY OF BAKERSFIELD PER BK. 5425, PG. 1570 OF OFFICIAL RECORDS 150' WIDE TOWER LINE EASEMENT IN FAVOR OF 14 SOUTHERN CALIFORNIA EDISON COMPANY PER BK. 5466, PG. 354 OF OFFICIAL RECORDS 15 20' WIDE PUBLIC ACCESS EASEMENT PER DOCUMENT NO. 0205168304 OF OFFICIAL RECORDS 45' TO 70' WIDE PUBLIC ACCESS EASEMENT IN FAVOR 1g OF THE CITY OF BAKERSFIELD PER DOCUMENT NO. 0205169109 OF OFFICIAL RECORDS MONUMENT LEGEND OA 4" I.P. & CAP PER FILED MAP N0, 7 -1, BK. 6, PG. 111 © 4" I.P. & CAP PER FILED MAP NO. 7 -1, BK, 6, PG. 111 © 2 -1/2" I.P. w/ CPR. PT. PER FILED MAP NO. 7 -1, BK. 6, PG. 111 QD 2" I.P. w/ CPR. PT. PER FILED MAP NO. 7 -1, BK. 6, PG. 111 QE KCS C.M. w/ CPR. PT. PER FILED MAP NO. 7 -1, BK. 6, PG. 111 QF KCS C.M. w/ CPR. PT. PER FILED MAP NO. 7 -1, BK. 5, PG. 105 PAGE 5 OF 7 PAGES EC.2409i289'S4'S4 "E 2659.84' LOT LINE ADJUSTMENT NO. 08 -1375 BEING AN ADJUSTMENT OF PARCELS 1 & 4 OF PARCEL MAP N " MERGER NO. P05 -0061 AS EVIDENCED BY THAT CERTAIN Li 4 L13 s....22"w 5as.77' I CERTIFICATE OF COMPLIANCE RECORDED AS DOCUMENT NO. 12 I 0205168301, O.R., ALSO BEING A PORTION OF THE E 1/2 OF SECTION 24, T.29S., R.28E., M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA SEE DETAIL " „ ' THIS MAP IS PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY L11 940 EXHIBIT B� DETAIL "A" o NO SCALE � o w 589'54'54 "E 2659.84' B C2 `� r> U NE 1/4 COR. � c� PARCEL 1 6 o ¢ o PARCEL 3 SEC. 24 29/28 R1 P.M.M. N0. P05 -0061 ° °o C1 °o a o P.M.M. N0. POS -0061 N PER CERT. OF COMPLIANCE w N ,I PER CERT. OF COMPLIANCE M o I DOC. NO. 0205168301, O.R. a -1 n°, oo DOC. NO. 0205168301, O.R. 0, I 56.66 GR. AC. a a 52.00 NET AC. o Tr o o N / 0 14 Z a ��0 4 / Im O I I I 9 0 I / / V io M i Q (S Z < = 21'15'15" (6 R = 1500.00' LLB 89'25'21 "E 1340.24' O = 281.45' = 556.4 16 VILT, I A n Ir`rn" I I \I �4- H4s6- \ R = 218 55' I T = 218.55' 1oO I CgNO K �S = L.04' I U CENTER VE S89'55'35" SEC. �24 29/28 Pj II 2 I 5 I II IPARCEL 4 P.M.M. NO. P05 -0061 II I I DOC. O. 0205168301 IAN0*R i t 159.44 NET AC. N I II I I I M d' r7 DELXARTER B OEIFEI 0 0 E 1/4 COR. SEC. 24 29/28 1 " = 500' NW COR. SE 1/4 II I W > 6 LINE I BEARING SE 1/4 SEC. 24 29/28 L1 N16'30'20 "E m N I II 28.28' I N16'30'20 E 11.37' N89'51'46 "E 1324.67' 60.00' ao S49'49'35"E 140.53' L6 S66'1 1'37 "E 70.00' L7 662.33' 'm 662.34' S87'50 49 E 70.00 L9 N22'2020 "E 57.66' L10 N00'41 '42 "E Lo L11 N89'22'15 "W 54.12' L12 N00'37 45 "E 153.99' L13 N I II L14 N88'18'44 "W I I L15 N46.05 47 W NOT A PART -q- 16 BOOK 3350 v PAGE 263 O.R. ° II I M 0 o V) I S89'51'46 "W 662.00' � w N89'49'52 "E _ 14 M M 330.95' I III °o 0 130.0( w 15 o ro 0 Z 389'49'52 "W o 0) 330.90' M O O M 00 I I II Z I I S 1/4 I COR. I 16 co p N N Z �z M O O 0 J v LINE TABLE LINE I BEARING DISTANCE L1 N16'30'20 "E 45.00' L2 N61'30'20 "W 28.28' L3 N16'30'20 E 11.37' L4 S43'54'1 YE 60.00' L5 S49'49'35"E 140.53' L6 S66'1 1'37 "E 70.00' L7 S77'40'19"E 70.00' L8 S87'50 49 E 70.00 L9 N22'2020 "E 57.66' L10 N00'41 '42 "E 60.00' L11 N89'22'15 "W 54.12' L12 N00'37 45 "E 153.99' L13 S82'23 55 W 201.92 L14 N88'18'44 "W 4.80' L15 N46.05 47 W 38.77 CURVE TABLE CURVE DELTA IRADIUSITANG ENT LENGTH C1 13'29'48" 330.00' 1 39.05' 1 77.74' C2 81'47'13" 20.00' 1 17.32' 1 28.55' RADIAL TABLE RADIALI BEARING Ri N00'37'45' E R2 I S81'09 28"E NOT A PART DOCUMENT #199116860 O.R. MES K. DELMARTER DATE C.E. 17564 EXP. 6 -30 -09 sEC. 24 29/28 _ C/L COLLEGE AVENUE 13 1322.89' 1322.A SE COR. ArP OF1 nozZ O N89'47'57 "E 2645.77' " fl O SEC. 24 29/28 O7 CANNOT BE PLOTTED FROM THE RECORD AS EXISTING PAGE 6 OF 7 PAGES ' SEC / 24 29/28954'54 "E 2659.84' LOT LINE ADJUSTMENT NO. 08 -1375 BEING AN ADJUSTMENT OF PARCELS 1 & 4 OF PARCEL MAP o MERGER NO. P05 -0061 AS EVIDENCED BY THAT CERTAIN L ta L13 S89'47'22;w 589.77' I CERTIFICATE OF COMPLIANCE RECORDED AS DOCUMENT NO. 0205168301, O.R., ALSO BEING A PORTION OF THE E 1/2 OF t2 L "\1 1 C2 SECTION 24, T.29S., R.28E., M.D.M., CITY OF BAKERSFIELD, 1 I I �� COUNTY OF KERN, STATE OF CALIFORNIA SEE DETAIL "A" �� 0) I "THIS MAP IS PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY " L11 \v ?2 ?ss3940w EXHIBIT "B" DETAIL "A" NO SCALE 0 0 w S89'54'54 "E 2659.84' B C2 N I I r) c) NE 1/4 COR. -� in CDN 0 IN J6 L o a PARCEL 3 SEC. 24 29/28 0 0 0 o P.M.M. NO. P05 -0061 C' 1 w v, aMO PER CERT. OF COMPLIANCE I M v w 00 � 0 `O I DOC. NO. 0205168301, O.R. to F UOON �rn 9 0° Q z . 0 / MWO 4 z .0 rn w DETAIL "B" oz o o p h z NO SCALE < = 29'35'27" 46 a o R = 530.00' 5>589'25'21"E J L7 L8 1340.24' T - 139.99' L = 273.72' 16 I PARCEL 'A' o 1 \� 25.80 AC. GROSS 16 1 SEE DETAIL "B' N� 21.83 AC. NET 1 9' 40�� < = 16'34'45" M 1 I 1 N\ 138 R = 1500.00' T = 218.55' 110 O I - cyCANO _434.04' k N 0 .CENTER SEC.I24 29/28 3 ro N O 0 N Q II S 1/4 COR. S89 i I 1 5 PARCEL 'B" 1 1199.24 AC. GROSS 1 1 189.60 AC. NET INW COR. SE 1/4 SE 1/4 SEC. 24 29/28 1 N89'51'46 "E 1324.67' d I r• V III IIi � N w M � o r', o ro III z 662.33' 0) 662.34' to NOT A PART BOOK 3350 3 PAGE 263 O.R. S89'51'46 "W N r7 0 0 V) E 1/4 COR. SEC. 24 29/28 III I11�w II 0 > c N 3 z 0 - �z N) O o 0 g N O J co U w N89'49'52 "E 0330.95' po 000 130.00( O M z S89-49'52"Wil 330.90' DRINRTER 6 DEER 1 " = 500' LINE TABLE LINE BEARING DISTANCE L1 N16'30 20 E 45.00 L2 N61'30'20 "W 28.28' L3 N16'30 20 E 11.37 L4 S43'54'13" E 60.00' L5 S49'49 35 "E 140.53' L6 866'11'37' E 70.00' L7 S77.4019 E 70.00' L8 S87'50 49 E 70.00 L9 I N22'20 20 "E 57.66' 1-10 N00'41 42 E 60.00 L11 N89'22'15W 54.12' L12 NOO'37 45 E 153.99 L13 S82'23 55 W 201.92 L14 N88'18'44 "W 115 N46'05 47 W 38.77 N It CURVE TABLE CURVE DELTA RADIUS TANGENT LENGTH Cl 13'29'48" 330.00' 39.05' 77.74' C2 81'47'13" 20.00' 1 17.32' 1 28.55' RADIAL TABLE RADIAL BEARING R1 N00'37 45 E R2 S81'09'28' E NOT A PART DOCU ENT #199116860 O.R. DAMES K. DELMARTER DATE R.C.E. 17564 EXP. 6 -30 -09 SEC. 24 29/28 I�L COLLEGE AVENUE �' I 1322.89' j- 1322.89' SE COR. �J�fF of(cA1 �F °�`�\P O N89'47'57 "E 2645.77' n D SEC. 24 29/28 O7 CANNOT BE PLOTTED FROM THE RECORD AS ADJUSTED PAGE 7 OF 7 PAGES