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HomeMy WebLinkAbout08-13755 REQUESTED BY AND 'WHEN RECORDED, MAIL TO: CITY ENGINEER CITY. OF BAKERSFI ELD 1501 TRUXTUN AVENUE BAKERSFI ELD, CA. 93301 Recording Requested by CHICAGO TITLE COMPANY Order No. James W. Fitch Assessor —Recorder PATTI Kern County Official hecords 111412009 Recorded at the request of 8:00 AM Chicago Title ooc#: 0209005106 CERTIFICATE OF COMPLIANCE (SECTION 66499.35, GOVERNMENT CODE) Mat Types:l Pages: ] Fees 27.09 Taxes 0.00 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 or permits, or other grant or grants of approval. Dated: December 22, 2008 /�.� 0111" 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 CALIFORNIA ALLmPURPOSE ACKNOWLEDGMENT 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 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. LYN SKIINNER I certify under PENALTY OF PERJURY under the laws Coy' Wss on # 1525202 of the State of California that the foregoing paragraph is Notary Public • Cowoorwe Z Kern County true and correct. 9-1ww 1W !"MI -1W `W 1W My Comm. Expires Dec 4, tot 2 WITNESS my h d and fficial seal. Signature Place Notary Seal Above 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. Des c ' tion of Attached Document Title or Type o ocument: Document Date: Number of Pages: Signer(s) Other Than Named A e: Capacity(ies) Claimed by Signers Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHTTHUMBPRINT OF SIGNER •• • • rporate Officer — Title(s): ❑ Par r — El Limited El General ❑ Attorney ' Fact El Trustee • Guardian or Cons vator • Other: Signer Is Representing: . ✓G � . ✓. . ✓. ✓G . GS✓i`✓i�✓. ✓G ��✓i`✓i�✓G�✓��✓G G . ✓� .�✓i�✓i�✓i'& , I `✓i�✓G .'M 'A, .✓ice✓, ✓G�✓i`✓i�✓i`✓i�✓G�✓i�✓i�✓i�✓ EXHIBIT "A" LOT LINE ADJUSTMENT NO. 08-1375 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. 02051683017 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 S89055'35"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 16034'45", an arc distance of 434.04 feet; thence N73029'40"W, 1386.23 feet; thence N 1 6'030'20"E 7 45.00 feet; thence N61 030'20"El 28.28 feet; thence N 16030`20 "E 7 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 29035'27", an arc distance of 273.72 feet; thence N46005'47"E, 216.42 feet; thence S43054'1 3"E7 60-00 feet; thence S49 °49'35 "E, 140.53 feet; thence S66'01 1'37"El 70.00 feet; thence S77040'1 9"E7 70-00 feet; thence S87 °50'49 "E, 70.00 feet; thence S89025'21 "E7 1340.24 feet to a point on the East line of said Northeast Quarter; thence S003439"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 S89055'35"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 N73029'40"W, 1386.23 feet; thence N 16 °30'20 "E, 45. 00 feet; thence N61'030'20"E 1 28.28 feet; thence N 16°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 29035'27", an arc distance of 273.72 feet; thence N46005'47"E, 255.19 feet; thence N0041'42"E, 656.30 feet; thence N67039'40"WI 222.55 feet; thence N22020'20"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 13029'48", 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 81 047' 13 ", 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 N89022'1 5"W) 54.12 feet; thence N0037'45"E, 153.99 feet; thence S89047'22"W, 589.77 feet; thence S82023'55 "W, 201.92 feet; thence N88 018'44"W, 4.80 feet to a point on the West line of said Northeast Quarter; thence S002539"W along said West line, 2006.20 feet to the Northwest corner of the Southeast Quarter of said Section 24; thence S00251181;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 N0034'42 "E, along the East line of said Southeast Quarter, 532.00 feet; thence S89049'52"W, 330.90 feet; thence N0033'31 "E, 130.00 feet; thence N89 049'52 "E, 330.95 feet to a point on said East line; thence N0034'42 "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 °51'46 "E along the Forth line thereof, 662.33 feet to the Northeast corner of the Northwest Quarter of said Southeast Quarter of the Southeast Quarter; thence S0032'20"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 idlest line of said Southeast Quarter of the Southeast Quarter; thence N0 030'00 "E, along said West line, 493.49 feet to the Point of Beginning. CONTAINING 19924 ACRES, MORE OR LESS. Date: DELMARTER AND DEIFEL Imes K. Delmarter .C.E.17564 Expires: 6-30-2009 PAGE 4 OF 7 PAGES ' . -1375 LOT LINE ADJUSTMENT NO. 08 BEING AN ADJUSTMENT OF PARCELS 1 & 4 OF PARCEL MAP MERGER N0. P05-0061 AS EVIDENCED BY THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED AS DOCUMENT N0. 0205168301, O.R., ALSO BEING A PORTION OF THEE 1/2 OF SECTION 24,_ T.29S., R.28E., M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA EXHIBIT nB" "THIS MAP IS PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY" STATISTICS JAMES K. DELMARTER DATE OWNERS: MORNING 178, LLC R.C.E. 17564 EXP. 6 -30 -09 1502 MILLROCK WAY SUITE 200 BAKERSFIELD, CALIFORNIA 93311 EASEMENTS A. P. N .: 434-010-47, 54, 55, & 56 435-010-31 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 w w rK cn J J ui O NORTH 0 Q O o- o Q ?oEESS/oN 5 K . DEJ� q� �Q F1 Z w No. 17564 ran I � Exp. 6/30/09 :::o oIVI\- 150' WIDE TOWER LINE EASEMENT IN FAVOR OF �F CAS \FO O PACIFIC LIGHT AND POWER CORPORATION PER BK. 274, PG. 283 OF DEEDS 150' WIDE TOWER LINE EASEMENT IN FAVOR OF 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 O4 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, FREEWAY VI -Ker -178 I PG. 1570 OF OFFICIAL RECORDS w 0 COLLEGE x AVENUE a ''- 0 z Q z 0 SITE NILES STREET VICINITY MAP NO SCALE 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 16 OF THE CITY OF BAKERSFIELD PER DOCUMENT NO. 0205169109 OF OFFICIAL RECORDS MONUMENT LEGEND OA 4" I.P. & CAP PER FILED MAP NO. 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 OD 2" I.P. w/ CPR. PT. PER FILED MAP NO. 7 -1, BK. 6, PG. 111 OE KCS C.M. w/ CPR. PT. PER FILED MAP NO. 7 -1, BK. 6, PG. 111 �F KCS C.M. w/ CPR. PT. PER FILED MAP NO. 7 -1, BK. 5, PG. 105 PAGE 5 OF 7 PAGES O N 1 /4 COR. 589'54'54 "E 2659.84' W SEC. 24 29 28 LOT LINE ADJUSTMENT LM 4 BEING AN ADJUSTMENT OF PARCELS 1 & 4 OF PARCEL MAP N " MERGER NO. P05 -0061 AS EVIDENCED BY THAT CERTAIN X14 1.13 S89 °47922' °W 589.77' I CERTIFICATE OF COMPLIANCE RECORDED AS DOCUMENT NO. 12 ,' J 0205168301, O.R., ALSO BEING A PORTION OF THE E 1/2 OF L11 1 `V o SECTION 24, T.29S., R.28E., M.D.M., CITY OF BAKERSFIELD, I C2 J I -� „'� C1 COUNTY OF KERN, STATE OF CALIFORNIA SEE DETAIL A � , THIS MAP IS PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY L11 /V 1 222s ' 40 �, DETAIL "A" o O w NO SCALE --� C2 o � v S89'S4'S4 "E 2659.84' B NE 1 /4 COR. `� PARCEL 1 6 o Q PARCEL 3 SEC. 24 29/28 R1 cO0 P.M.M. NO. P05 -0061 0 -' C1 a o P.M.M. NO. P05 -0061 N - PER CERT. OF COMPLIANCE �`' `�' ' �n N N o 0 PER CERT. OF COMPLIANCE O DOC. NO. 0205168301, O.R. 0 � DOC. NO. 0205168301, O.R. � a, 00 56.66 GR. AC. J '�' 52.00 NET AC. o o o No N O Q z 0 / w 0 14 9 z two 4 // / °i V) h � 0 Z 5 . ` st w 0 o <S a- o 0 < = 21"15'15" 46 z R = 1500.00' �� LS S89'25'21 "E 1340.24' T = 281.45' L = 556.43' / 16 N O 0 16 �, �, 0 "W 1 < = 16'34'45" C/C �_ 66 33 R _ 1500.00' o DELNARTER & DEIFEL y��y ` T 218.55' 10 ,r I t qNp L = 434.04' 0 CENTER SEC. 24 29/28 I �7 0 00 M cp N 00 Lo N O 0 co N89'49 52 E NOT A PART 14 0 30.95' DOCUMENT #199116860 O.R. °- ° 130.0 ��- 15 0o a z 589'49'52 "W AMES K. DELMARTER DATE O � , o rn 330.90 R.C.E. 17564 EXP. 6 -30 -09 rn 00 Q�of Essroaq OE14f �y 11 cz S 1 /4 COR. 16 13 ♦c � 6 /30 /09 SEC. 24 29/28 C/L COLLEGE AVENUE o 1322.89' 1322.89' P N89'47'57 "E 2645.77' SE COR. OF'CA1.�F4��\ 0 V O SEC. 24 29/28 7 CANNOT BE PLOTTED FROM THE RECORD AS EXISTING" PAGE 6 OF 7 PAGES KN�<<s`` DRS 264.61' S89'55' 35" E 1/4 COR. SEC. 24 29/28 1 " = 500' 5 8 LINE TABLE LINE BEARING DISTANCE PARCEL 4 L1 N1 6'30'20 "E 45.00' P.M.M. NO. P05 -0061 L2 N61 *30'20"W 28.28' L3 N16'30'20 "E 1.1.37' PER CERT. OF COMPLIANCE N L4 S43'54'1 YE 60.00' DOC. NO. 0205168301, O.R. L5 S49'49'35 "E 140.53' 168.38 GR. AC. L6 S66'1 1'37"E 70.00' 159.44 NET AC. �3 L7 S77'40719 "E 70.00' L8 S87'50'49' E 70.00' L9 N 22'20' 20 "E 57.66' L10 No0'41'42 "E 60.00' L11 N89'22'1 5 "W 54.12' L12 N00'37'45 "E 153.99' NW COR. SE 1/4 0 > L13 S82'23'55' W 201.92' SE 1/4 SEC. 24 29/28 1- C L14 N88'18'44 "W 4.80' (.0 � L15 N46-05'47'V-l- 38.77' N89'51'46 "E 1324.67' � o 662.33' 662.34' � Z CURVE TABLE NOT A PART � 16 CURVE DELTA RADIUS TANGENT LENGTH vi p O Cl 13'29'48" 330.00' 39.05' 77.74' d- BOOK 3350 3 ' o :2 C2 81.47'13" 20.00' 17.32' 28.55' 0) PAGE 263 O.R. 0 N 0 1- RADIAL TABLE a U RADIAL BEARING ° R 1 N 00'37' 45 "E S89'51'46 "W 662.00' w Rf- I S81'09'28 "E N89'49 52 E NOT A PART 14 0 30.95' DOCUMENT #199116860 O.R. °- ° 130.0 ��- 15 0o a z 589'49'52 "W AMES K. DELMARTER DATE O � , o rn 330.90 R.C.E. 17564 EXP. 6 -30 -09 rn 00 Q�of Essroaq OE14f �y 11 cz S 1 /4 COR. 16 13 ♦c � 6 /30 /09 SEC. 24 29/28 C/L COLLEGE AVENUE o 1322.89' 1322.89' P N89'47'57 "E 2645.77' SE COR. OF'CA1.�F4��\ 0 V O SEC. 24 29/28 7 CANNOT BE PLOTTED FROM THE RECORD AS EXISTING" PAGE 6 OF 7 PAGES O N 1/4 COR. S89'54'54 "E 2659.84' SEC. • 24 29/28 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 L14 L13 S89-47"22,"W 589.77' CERT IFICATE OF COMPLIANCE RECORDED AS DOCUMENT NO. , 0205168301, O.R., ALSO BEING A PORTION OF THE E 1 /2 OF 1 N I SECTION 24, T.29S., R.28E., M.D.M., CITY OF BAKERSFIELD, i C2 " " Cl COUNTY OF KERN, STATE OF CALIFORNIA � SEE DETAIL A �' " THIS MAP I S PROVIDED FOR ILLUSTRATIVE PURPOSES R P " L11 OSES ONLY 1 222 SS3g 40�� EXHIBIT "B" DETAIL "A" o 0 loorl NO SCALE -� w B C2 S89 °4'54 "E 2659.84' NE 1/4 N N . 0 6 � cOO Q PARCEL 3 SEC. 24 29/28 R1 c°v w ° o P.M.M. NO. P05 --0061 C1 N ao PER CERT. OF COMPLIANCE M CD 14- 0- c- DOC. NO. 0205168301, O.R. M . u- r-1 I 70 N 9 O OON �� Z 0 4 1 Z ���o to cr ,,�, z 4 to DETAIL „B, �2 •Oc�D C b w �� vo to NO SCALE S a_ o o �` < = 29 °35'27" �hh �`� z R = 530.00' �'�`° 6 L7 L8 89'25'21 "E 1340.24' g0 T = 139.99' L = 273.72' ~M 16 PARCEL ' A' o 25.80 AC. GROSS 16 SEE DETAIL "B" N�3` 21.83 AC. NET O,CENTER SEC. 24 29/28 A ro bi00 M co N 00 to N 0 O `29 40 - �3 < = 16.34'45" 1 M C/C R 1500.00' M DELWIR & n� T 218.55' o y'c'yC q� L = 434.04' U) 0<<S p / 264.61' R VE $89'5535 "W E 1/4 COR. SEC. 24 29/28 1 " = 500' 5 8 LINE TABLE LINE BEARING DISTANCE B" L1 N16'30'20 "E 45.00' PARCEL ' B 9' o L2 N61'30'20" W 28.28' d. L3 N 16 30 20 E 11.37 199.24 AC. GROSS N L4 S43'54'1 YE 60.00' L5 S49'49'35 "E 140.53' 189.60 AC. NET '+ L6 S66'1 1'37 "E 70.00' L7 S77'40'1 9'E 70.00' U3 L8 S87'50 49 E 70.00' L9 N22020'20 "E 57.66' L10 I N00441'42 "E 60.00' L11 N89'22'1 5 "W 54.12' NW COR. SE 1/4 *- w 153.99' N00'37'45 "E 153.99' SE 1 /4 SEC. 24 29/28 � > L13 S82'2355W 201.92 L14 N8818 ' 44 „ W 4.80 co 1 L15 N46'05 47 W F 38.77 N89'51'46 "E 1324.67' 662.33' 662.34' z CURVE TABLE 16 M rY CURVE DELTA RADIUS TANGENT LENGTH NOT A PART d- 0 0 C1 13'29'48" 330.00' 39.05' 77.74' BOOK 3350 I� C2 81'47'13" 20.00' 17.32' 28.55' w 0) PAGE 263 O.R. N -� RADIAL TABLE bb ( RADIAL BEARING (n R1 N00'37'45 "E • " I R2 S81'09'28' E � S89 51 46 W 662.00 w d- N89049 52 E NOT A PART 14 M o 30.95' DOW ENT #109116860 O.R. w M ° 130.00'( � 15 °o Z S89'49'52 "W AMES K. DELMARTER DATE 0) 330.90' R.C.E. 17564 EXP. 6 -30 -09 o ►� C', 0) O vof ESS 10Nq K . DF� cli CS) to 11 c� ��� S 1 /4 COR. SEC. 24 29/28 16 III A COLLEGE AVENUE � si a 132.89 1322.89 SE COR. Civic. F E N89'47'57 "E 2645.77' A T C NNO BE PLOTTED FROM THE RECORD O ADJUSTED" SEC 24 29/28 OF CAL\F�� PAGE 7 OF 7 PAGES