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LLA 2005-446City of L . Uinta FINANCE CDC Community Development Department "Oro 7878-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 APPLICATION FOR LOT LINE ADJUSTMENT OFFICE USE ONLY Case No. ,C. ; g Date Recvd. IdQ 6 /0% Fee:p� S� , Related Apps:__ Logged in P-()2005 i_'iCJdr` s �4lrvo.l a LOT LINE ADJUSTMENT applications are reviewed and approved by the Community Develop'inel�t r pursuant to Chapter 13.32 of the Subdivision Regulations. The purpose of the review is to allow reconfigura 'an-_J of two or more adjoining lots into sizes or shapes appropriate for desired uses and in compliance with Municipal Code requirements. GGGG••r•ipeG4•GS••S•'✓Gd••'aG•>GGGGGGGG4.+04— •eo•d*G wGGGGGGv M�5 C��u�TiNU MAILINGADDRESS 'I`0-`1(X CITY, STATE, ZIP LA QU PROPERTY OWNERS �.�yy� *Owner "A" Name: �`-'�I�/ Address: 2961Gj W0005 —7 (City) - *Owner `B" Name: SC-H Address: )CNCi Lt fW-K 4rl, SU11r-- lob (State) *Owner "C" Name: SGi-iUMAvC-4tER / (00�- Address:�AD y�C1� 05LID✓ r CA qJ (City) (State) *Attach sheet for additional owners Phone No: �Wo) r7r71- 4-o 13 Fax No. (OO T1- '� I-LG Phone �- '�- Mg12015- PAfL1-1 >4 RO , L.LC. i (v 1;�- Phone: cJ 756C2 (Zip) Mt',NWE. F&*2 t4GR5, Lt_G Phone((7 0) 5 - y PROPERTY DATA Property A: Assessor's Parcel Number: 11(p4- - a40- 00 ¢ Street Address (if any): hto"S Property B: Assessor's Parcel Number: '7&+- Street Address (if any): 0 UP - Property C: Assessor's Parcel Number: rj Street Address (if any): 96wLE DESCRIPTION OF ADJUSTMENT REQUESTED: ,QoJUST 11-1c- L-0 r L-"e$ 0,& WEL=J Vvis SW I/ 0 5wl Patzcet,'') 5 `/� o nlW `/4 �F SW /4 4RCEL" E 5 tla. oP W 11J. OF NUJ �/4OSw t/4 CPA -L "C-" 06—'rN-r-- t46 1/4 °F Sw %/4 (PA,WAL"G SEGTJOJJ QG , TDWIJSNIP fo SdtJTN . RAs.IAP rl s,ha arowIACrn.Jn n, JA9J . A16:LLA 1-7/16/97 Appvd 2/2000 cdi #�p "itY of Luinta FINANCE Community Development D. Revenue epartmnt. 3q OFFICE usE oxLY 78-495 Calle Tampico _ case No. — La Quinta, California 92253 Date Recvd. (760) 777-7125 FAX: (760) 777-1233 Fee: --- Related Apps:__ Logged in APPLICATION FOR LOT LINE ADJUSTMENT APPROVAL LOT LINE ADJUSTMENT applications are reviewed and approved by the Community Development Director pursuant to Chapter 13.32 of the Subdivision Regulations. The purpose of the review is to allow reconfiguration of two or more adjoining lots into sizes or shapes appropriate for desired uses and in compliance with Municipal Code requirements. •O O Oi ♦• O A O.. A . O. . . . ... •i . . . S♦ .♦O �• •�• O. Oi • d Di A O• d APPLICANT NA C) S MAILING ADDRE CITY, STATE, ZIP C©NeaU LT t I'l PROPERTY OWNERS „p„ *Owner`;OName: Address: '�}�I I Jf)A rAl !-I.-::T 0 (State) n,mcn aneci ror aaamonat owners SU ITE a 0 $ Phone No. rl&0) `7 r? I - 40 1'-5 ;"5 �2 Fax No.- Q tit - 3 MONK LL-G Phone: &mac a _a P! __'----Z— Property* O: Assessor's Parcel Number: ' 7(64---)-tV-QpCj Street Address (if any): uolk e • utn>38r; street Addmss(if aw;; DESCRIPTION OF ADJUSTMENT REQUESTED: jpt E SE%4T L 2- A16:LLA 1-7/16/97 Appvd 2/2000 cdi ASON FOR REQUEST: GtD ICE LOT w le5 P,;e'(WGCN 11 SUJ �/ SW Yq (PaarxL"C;'; , S I I/4 (Pokcel"f'J' )-ENE 5, 0 or- N /ti °F N W %4 cF � 4 (RmasL-"r- , 0-4 e NF- Y4- aF s W V4- ( PaeC�'� O� APP I ARM ITY The following criteria must be met to approve a lot line adjustment: O The adjustment shall not create a greater number of parcels than originally existed. O The resulting parcels shall conform with City Zoning and Building Codes. ❑ The adjustment shall not cause existing uses or improvements of the property to be out of compliance with any provision of the City Codes. MINIMUM SUBMISSION REQUIREMENM ❑ Existing grant deeds or title reports for all affected parcels. O An acceptable legal description of each existing parcel and a metes and bounds description of each new parcel proposed. ❑ Closing calculations for each new parcel proposed. ❑ Original, unrecorded Grant Deeds for each new parcel with the following: ❑ State on the Grant Deed when all affected parcels are under one ownership. GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged Owner A hereby GRANTS to Owner A the real property in the City of La Quints County of Riverside State of California, described as (Property Description) See Exhibits A and B attached hereto and by reference made a part hereof. NOTE: This grant deed implements the revised lot configurations pursuant to Line Line Adjustment _ _ as approved by the City of La Quints. All property subject to this lot line adjustment is owned by a single entity, hence ownership conveyance is a nonessential secondary function of this deed. The primary function of the deed is to provide constructive notice of the revised lot configurations pursuant to Government Code Section 66412 (d), and to perfect the intent of the Lot Line Adjustment = _ as approved. ❑ State on Grant Deed when affected parcels are under multiple ownership: GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Owner A hereby GRANTS to Owner B the real property in the City of La Quints County of Riverside State of California, described as (Property Description) that portion of land in Lot A which is overlaid by the reconfigured shape of Lot B pursuant to LLA approved by the City of La Quinta. The reconfigured lots are described in Exhibits A and B attached hereto and made a part hereof. NOTE: This grant deed perfects the intent of Lot Line Adjustment _ _ as approved by the City of La Quints. A16:LLA 1-7116/97 Appvd 2/2000 cdi GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Owner B hereby GRANTS to Owner A the real property in the City of La Quinta County of Riverside State of California, described as (Property Description) that portion of land in Lot B which is overlaid by the reconfigured shape of Lot A pursuant to' LLA approved by the City of La Quinta. The reconfigured lots are described in Exhibits A and B attached hereto and made a part hereof. NOTE: This grant deed perfects the intent of Lot Line Adjustment _ = as approved by the City of La Quinta ❑ Attached to the Grant Deeds shall be Exhibits A and B, a metes and bounds legal description of the new parcels and a plat (8%:" x 11 ") of the new parcels, respectively (see attached sample Exhibits A and B). ❑ If structures or other improvements exist on the affected parcel(s), provide separate plot plan showing dimensioned, location in relation to new property lines. ❑ Filing fee for Lot Line Adjustment. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. If the nunber of lots adjusted exceeds two, then a Public Works Department plan check fee of $50.00 per lot (over two lots) shall be paid in addition to Lot Line Adjustment fee. 0000000004,4.*+B•••r 0i•0000�6000C•Gd•+>0`ire000�i ro•80d�000o0 SIGNATURE OF NAME OF APPL SIGNATURE OF PROPERTY OWN IF NOT SAME AS APPLICANT: NAME OF OWNER ✓ lZober� (Print) SIGNATURE OF PROPERTY OWNER 'B" `3LLl IF NOT SAME AS APPLIC T: NAME OF OWNER�C�a (Print) DATE I4C' Jzy-. Y DATE_Jo a$' _ DATE - 1 t' ? os DATE 1� 2$ �0IE_ SIGNATURE OF PROPERTY OWNER "C" c--)�� IF NOT SAME AS APPLICANT: / `rL DATE NAME OF OWNER �o1�t, l howl L.r DATE !SOS - (Print) (Separate written authority by owner to submit application may be provided) I hereby certify that all information contained in this application, including all plans and materials required by the City's application submission requirements, is, to the best of my knowledge, true and correct. FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. I hereby grant the City authority to enter onto the property to conduct site inspections and to post required public notices. A16:LLA 1-7/16/97 Appvd 2/2000 cdi GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Owner B hereby GRANTS to Owner A the real property in the City of La Quinta County of Riverside State of California, described as (Proprty that portion of land in Lot B which is overlaid bye Description) thereconf guyed shape of Lot A pursuant to LLA approved by the City of La Quinta. The reconfigured.lots are described in Exhibits A and B attached hereto and made a part hereof. NOTE: This grant deed perfects the intent of Lot Line Adjustment as — _ approved by the City of Le Quinta. ❑ Attached to the Grant Deeds shall be Exhibits A and B, a metes and bounds legal description of the new parcels and a plat (8%" x 11 ") of the new parcels, respectively (see attached sample Exhibits A and B). ❑ If structures or other improvements exist on the affected parcel(s), provide separate plot plan showing dimensioned, location in relation to new property lines. ❑ Filing fee for Lot Line Adjustment. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. If the nunber of lots adjusted exceeds two, then a Public Works Department plan check fee of $50.00 per lot (over two lots) shall be paid in addition to Lot Line Adjustment fee. 'i' V V 0 1 4' 4. 'i' ✓ 'J i' i' �' ; 'i' '�.' ''�' 'i 'J '�i' '�O !, �i' V '.� °i" ''P Y 'i' ', 'O 'I '�' O '�O A i '> J O '7 ''0 SIGNATURE OF APPLICANT 111A NAME OF APPLICANT ——u�� DATE __.IS)_ t -� (Print) 5 V L:RKIGI SIGNATURE OF PROPERTY OWNER `;fit' r (J IF NOT SAME AS APPLICANT:\ ld `Uwt'���(r� DATE_ . j e> 2S ps NAME OF OWNER i j2a Sc oMrrh� DATE (Print) --I 2 0 — ,(Separate written authority by owner to submit application may be provided) I hereby certify that all information contained in this application, including all plans and materials required by the City's application submission requirements, is, to the best of my knowledge, true and correct. FALSE OR MISLEADING INFORMATIONGIVENINTHIS APPLICATIONSHALLBEGROUNDS FOR DENYING APPLICATION Ihereby grant the City authority to enter onto the property to conduct site inspections and to post required public notices. A16:LLA 1-7/16/97 Appvd 2/2000 cdi -c�LL' y z cep 4 snr for CFy OFTI-1�-FiAJ7Jl`J�CE'BFun Engineering Plan Check Application and Fee Lot Line Adjustment Project: Development Identification Number: ./., J'41 Fut-��i'iit CITY ACCOUNT INFORMATION 101-000-443-318 Date: 10_ L`(- �7C-) $50 x 4 Lots Total Fee: Elm ;D! Zy = $ g<;v Ole — APPLICANT INFORMATION PERSON%NO Is RESPONS®LE FOR PL CHECK AOA1MISalAT1VE DUnM E 0MEMI FIRM/PERSON RESPONSIBLE FOR PREPARING PLANS/MAPS: NAl6 NAK M� C�N5UL9 �rLCa _ NA.RMFVJF N.�.�60F491M MONFaa �1 �6tJ 4�///1, /pN.ifS � TEIEFHONE fAC lFlD11GZ FN{ =STAFF DATE 78-495 Calle Tampico • P.O. Box 1504 • La Quinta, CA 92253 • (619) 777-7075 • IFaxl 777,- '.4. G.0 WDEFnDOCSIPORMS*=7.WPD �:I� scHuI nmetim-REsTs, act©Of+ 59 1 M95 WOM91DE ROA11#4 0 225b17SFl , BLJITE 1159 WOODSIDE CA94062 SAN FRANCISCO, CA 9064 7t-a675/t2t'q.... 4/10/2005 PAY TO THE ORDER OF City ofL-aQuiuta $ _ rw4%00 Four Hundred Fifty and DOLLARS City of La Quints P.O. Sox U04 La Quint,, CA 92253-1304 t& s MEMO«'+ Lot Line Adjustment Application SCHUMACHER INTERESTS, INC. City of La Quinta Permits & Fees Lot Line Adjustment Application GGB - 3009420 Lot Line Adjustment Application 4/10/2005 5951 450.00 450.00 M "I 78-900 Avenue 47, Ste. 208 La Quinta, CA 92253 VOICE: 760.7714013 FAX: 760-7714073 E-MAIL: mdslaou4ntaOrndsconsulting.net NO. OF ITEMS: DESCRIPTION: -- TD A AL AA ITTAI To: City of La Quinta, Community Dev. Date: December 16, 2005 Address: 78-495 Calle Tampico Job #: 631-00 La Quinta, CA 92253 Attention: Andrew Mogensen Subject: LLA 2009-446 From: Victor Villeneuve cc: file 1 Ea I Conforming copy of Grant Deed for Lot Line Adjustment No. 2005446 THE ABOVE ITEMS ARE SUBMITTED: i' AT YOUR REQUEST FORYOURREVIE'V FORYOURFILES FORYOURAPPROVAL FOR YOUR USE FOR YOUR INFO THE ABOVE ITEMS ARE TRANSMITTED: i. HEREWITH IV VIA DELIVERY I UNDER SEPARATE COVER MESSAGE: -. f � I} �r C1P4RT�4�Nf. 0 Recording requested by: ORANGE COAST TITLE COMPANY When recorded, mail to: Schumacher/606' & Monroe Partners, LLC 2994 Woodside Road #400-374 Woodside, CA 94062 APN: 764-240-002, 003, 004 TRA: 020-151 Escrow No. 53233A-CM Title Order No. R-908274-66 m Ci V t' Y of Document F on Ia-9 os as Noj has not been compared original. RIVERSIDE COUNTY CALIFORNIA ll II PAW I SM DA I POOR I '=M 16 F I MISC. A I R I L II I I COPY I L ND I REFUlm I NCNO I e GRANT DEED (Title ofDocurnent) Recording requested by: ORANGE COAST TITLE COMPANY And when recorded, mail to: Schumacher/60th & Monroe Partners, LLC 2994 Woodside Road #400-374 Woodside, CA 94062 APN: 764-240-002, 003, 004 TRA: 020-151 Title Order No: R-908274-66 Escrow No: 53233A-CM GRANT DEED The undersipcd Grantoi(s) declare that the Documentary Transfer Tax is: $_NONE_, and is: _X_ is exempt due to NO CONSIDERATION, CORRECTION Of LEGAL DESCRIPTION ONLY FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, SCHUMACHER/60TH & MONROE PARTNERS, LLC, a California limited liability company, Grantor, hereby GRANTS to SCHUMACHER/60TH & MONROE PARTNERS, LLC, a California limited liability company, Grantee, the real property situate in the City of La Quinta, County of Riverside, State of Califorzda, described on Exhibit A and shown on Exhibit B attached hereto and made a part hereof This deed is executed and recorded pursuant to Lot Line Adjustment No. 2005-446 approved by the City of La Quinta as set forth on the attached Exhibits A and B. Dated: December -7 , 2005 SCHUMACHER/60TH & MONROE PAR7"NERS, LLC, A California limited liability company By: Schumacher Interests, hrc., A Texas Subchapter S Corporation., Its M aging ember By: _ Robert . Schmnacher, President MAIL TAX STATEMENTS TO: Same as above. 1J1 State of California: County of tin YY o-±e-p On f 2J7 & 5 , before me, Tmu ra L • Alt S hi , a notary public, personally appeared Ro && J. lkht, mach e r , personally lcnown tome (.erpre.Oei4-te Inn. nil 'lie hack of cotisLartopy evidGi;.) to be the person(s) whose name(s3 is/arasubscribed tc the within instrument and acknowledged to me that he/AeA4epexecuted the saine in his/4e#4-10if authorized capacity(44e , and that by his/lteAheir signature($) on the instrument the person(-ej or the entity upon behalf of which the person(fj acted, executed the instrument. WITNESS my hand and official seal. Si nature otary Public in and for said State e"Wv�,sSiav� #-I44L4&S3 expo i I-z..Li10� [seal] In accordance with Government Code Section 27361.7, I certify under penalty of perjury that the notary seal on the document to which this statement is attached reads as follows: Name of Notary: Tamura L. Nishi Principal Place of Business: San Mateo County, California Commission Number: 1464853 Expiration Date: January 24, 2008 Place of Execution: San Mateo County, California Date of Execution: December 7, 2005 ORANGE COAST TITLE COMPANY BY: Cleo Opera, Escro4v Assistant EX�-IIBIT "A SHEET 1 OF 4 SHEETS POR. OF SEC. 26, T 6 S, R 7 E, 3BikL MERGER No. LOT LINE ADJUSTMENT LOT LINE ADJUSTMENT No. CAS- 4tq NO. 2005-446 APPROVED Y CITY OF LA OUINTA COI DEVELOPMENT DEPARTMENT DATE bit d PARCEL 1 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO 84SE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 26, THENCE NORTH 00'13'3T WEST ALONG THE WESTERLY UNE OF SAID SECTION 26, A DISTANCE OF 570.58 FEET, THENCE EASTERLY LEAVING SAID WESTERLY LINE, NORTH 88'40'00" EAST, A DISTANCE OF 889.04 FEET; THENCE SOUTH O1'2O'00" EAST, A DISTANCE OF 577.44 FEEF TO THE SOUTHERLY LINE OF SAID SECTION 26; THENCE WESTERLY ALONG SAID SOUTHERLY LINE, SOUTH 8TC6'38" WEST, A DISTANCE OF 900.07 FEET TO THE POINT OF BEGINNING. SAID PARCEL 1 CONTAINS 11.787 ACRES, MORE OR LESS AS SHOWN ON DCHIBfT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL 2 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 26, THENCE NORTH 00'13'39" WEST, ALONG THE WESTERLY LINE OF SAID SECTION 26. A DISTANCE OF 570.58 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTHERLY, CONTINUING ALONG SAID WESTERLY LINE, NORTH OC'13'39' WEST, A DISTANCE OF 1758.16 FEET TO THE NORTHWESTERLY CORNER OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER, NORTH 88'56'10" EAST, A DISTANCE OF 771.85 FEET; THENCE SOUTHERLY, LEAVING SAID NORTHERLY LINE, SOUTH 01'03'50" EAST, A DISTANCE OF 105.46 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1017.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 0747'04' WEST; THENCE . EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01'43'14 AN ARC LENGTH OF 30.56 FEET; THENCE EASTERLY, TANGENT TO SAID CURVE, NORTH 8656'10' EAST, A DISTANCE OF 71.65 FELT; THENCE SOUTH 01'03'50" FAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 01'03'50" WEST; THENCE WESTERLY AND SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 94'01'45" AN ARC LENGTH OF 38.57 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE EASTERLY HAVING A RADIUS OF 982.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 84'54'2T WEST; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 06'46'48" AN ARC DISTANCE OF 116.26 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 7607'37' WEST; THENCE NORTHERLY AND EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 1D0'48'33" AN ARC DISTANCE OF 17.60 FEET; THENCE EASTERLY, TANGENT TO SAID LAST CURVE, NORTH 8956'10' EAST, A DISTANCE OF 69.92 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 294.00 FEET; THENCE EASTERLY ALONG SAID LAST TANGENT CURVE THROUGH A CENTRAL ANGLE OF 4703'50' AN ARC LENGTH OF 241.50 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 13.43 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 10.00 FEET; THENCE SOUTHERLY ALONG _SAID _IAST CURVE..THRDIIGH_A CENTRAL. -ANGLE -.GE 9.900'94' _AN -ARC _LFNGTH OF_15 71FEET; THENCE NORTHEASTERLY _ TANGENT TO SAID LAST CURVE, NORTH 4Li00'00" EAST, A DISTANCE OF 115.00 FEET;.THENCE SOUTH 44'OD'OT EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 23.50 FEET; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 9900'00' AN ARC LENGTH OF 36.91 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 109.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 382.50 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 0642'43" AN ARC LENGTH OF 44.81 FEET; THENCE SOUTH 4600'00" WEST, A DISTANCE OF 73.25 FEET; THENCE SOUTH 3742'09" WEST, A DISTANCE OF 61.65 FEET; THENCE SOUTH 41'36'13" WEST, A DISTANCE OF 60.18 FEET; CONTINUED ON PAGE 2 I:\63100\LIA-5ASEDWG 11/18/05 EXHIBIT "A: SHEET 2 OF 4 SHEETS POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 THENCE SOUTH 46'DD'OO" WEST, A DISTANCE OF 120.00 FEET; THENCE SOUTH WOO'OC EAST, A DISTANCE OF 110.00 FEET; THENCE SOUTH 29'34'45" EAST, A DISTANCE OF 1 36.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 44'00'00" WEST; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'DO'DO" AN ARC DISTANCE OF 36.91 FEET; THENCE SOUTHEASTERLY, TANGENT TO SAID LAST CURVE, SOUTH 44'DO'00' EAST, A DISTANCE OF 12.44 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 267.50 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 21'41'21" AN ARC DISTANCE OF 101.26 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL UNE THROUGH SAID LAST POINT BEARS NORTH 24'1B'39" EAST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 6918'39" AN ARC DISTANCE OF 11.92 FEET; THENCE SOUTHWESTERLY, TANGENT TO SAID LAST CURVE, SOUTH 4600'00" WEST, A DISTANCE OF 2.34 FEET; THENCE SOUTH OD'21'39" EAST, A DISTANCE OF 138.27 FEET TO THE SOUTHERLY UNE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION SECTION 26; THENCE WESTERLY ALONG SAID SOUTHERLY UNE, SOUTH 8700'3T WEST, A DISTANCE OF 93.24 FEET TO THE EASTERLY UNE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTHERLY, ALONG SAID EASTERLY UNE, SOUTH 00'17'39" EAST, A DISTANCE OF 1332.98 FEET TO THE SOUTHERLY UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; THENCE WESTERLY ALONG SAID LAST SOUTHERLY UNE, SOUTH BT06'31r WEST, A DISTANCE OF 420.08 FEET TO THE EASTERLY UNE OF PARCEL 1 HEREIN ABOVE DESCRIBED; THENCE NORTHERLY ALONG SAID EASTERLY UNE OF PARCEL 1, NORTH 01'20'OO" WEST, A DISTANCE OF 577.44'FEET TO THE NORTHERLY UNE OF SAID PARCEL 1; THENCE WESTERLY, ALONG SAID LAST NORTHERLY LINE, SOUTH 8640'06' WEST, A DISTANCE OF 595.02 FEET; THENCE NORTHERLY, LEAVING SAID LAST NORTHERLY UNE, NORTH 01'20'OC" WEST, A DISTANCE OF 109.86 FEET TO A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1982.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 0634'46' WEST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 00'39'08" AND AN ARC DISTANCE OF 22.56 FEET TO A TANGENT REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 58.50 FEET, A RADIAL UNE THROUGH SAID POINT BEARS SOUTH 07'13'54" EAST, THENCE WESTERLY, ALONG SAID LAST CURVE, THROUGH A CENTRAL ANGLE OF 4743'13" AN ARC DISTANCE OF 48.72 FEET; THENCE SOUTHWESTERLY, RADIAL TO SAID LAST CURVE, SOUTH 40'29'19" WEST, A DISTANCE OF 20.00 FEET; THENCE SOUTH 88'40'00" WEST, A DISTANCE OF 121.12 FEET TO A UNE THAT IS PARALLEL WITH AND 90.00 FEET EASTERLY OF SAID WESTERLY LINE OF SECTION 26; THENCE SOUTHERLY, ALONG SAID PARALLEL UNE, SOUTH 00'13'3T EAST, A DISTANCE OF 107.38 FEET TO SAID NORTHERLY UNE OF PARCEL 1; THENCE WESTERLY, ALONG SAID NORTHERLY LINE OF PARCEL 1, SOUTH 8940'00" WEST, A DISTANCE OF 90.02 FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL 2 CONTAINS 55.210 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL 3 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS:. COMMENCING AT THE NORTHEASTERLY CORNER OF SAID PARCEL 1, HEREIN ABOVE DESCRIBED; THENCE WESTERLY ALONG THE NORTHERLY UNE OF SAID PARCEL 1, SOUTH 864O'00" WEST, A DISTANCE OF 595.02 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTHERLY, LEAVING SAID NORTHERLY UNE, NORTH 01'20'00" WEST, A DISTANCE OF 109.86 FEET TO A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1982.50 FEET, A RADIAL UNE THROUGH SAID LAST POINT BEARS NORTH 0634'46" WEST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 00'39'08" AND AN ARC DISTANCE OF 22.56 FEET TO --TANGENT REVERSE CURVE -CONCAVE NORTHERLY AND HAVING -"RADIUS OF 58.50 FEET, A. RADIAL UNE THROUGH SAID POINT BEARS SOUTH 07-13'54" EAST, THENCE WESTERLY, ALONG SAID LAST CURVE, THROUGH A CENTRAL ANGLE OF 4743'13" AND AN ARC DISTANCE OF 48.72 FEET; THENCE SOUTHWESTERLY, RADIAL TO SAID LAST CURVE, SOUTH 40'29'19" WEST, A DISTANCE OF 20.00 FEET; THENCE SOUTH 88'40'00" WEST, A DISTANCE OF 121.12 FEET TO A LINE THAT IS PARALLEL WITH AND 90.00 FEET EASTERLY OF SAID WESTERLY LINE OF SECTION 26; THENCE SOUTHERLY, ALONG SAID PARALLEL LINE, SOUTH D0'13'39' EAST, A DISTANCE OF 107.38 FEET TO SAID NORTHERLY LINE OF PARCEL 1; THENCE EASTERLY, ALONG SAID NORTHERLY UNE OF PARCEL 1, NORTH 8640'00" EAST, A DISTANCE OF 204.00 FEET TO THE TRUE POINT OF BEGINNING. CONTINUED ON PAGE 3 EXHIBIT994 ® SHEET :S OF 4 SHEETS POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 SAID PARCEL 3 CONTAINS 0.507 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "ET" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL 4 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION .26; THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID SOUTH HALF OF THE NORTH HALF OF THE NDRTHWEST QUARTER OF THE SOUTHWEST QUARTER, NORTH 88'56'10" EAST, A DISTANCE OF' 771.85 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTHERLY, LEAVING SAID NORTHERLY LINE, SOUTH 01'03'50" EAST, A DISTANCE OF 105.46 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1017.50 FEET, A RADIAL LINE THROUGH SAID UST POINT BEARS NORTH 02'47'04 WEST; THENCE EASTERLY ALONG SAID CURVE THROUGH A'CENTRAL ANGLE OF 01'43'14" AN ARC LENGTH OF 30.56 FEET; THENCE EASTERLY, TANGENT TO SAID CURVE, NORTH 88-56-10' FAST, A DISTANCE OF 71,65 FEET; THENCE SOUTH 01'03'50" EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 01'03'50' WEST; THENCE WESTERLY AND SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 94'01'45" AN ARC LENGTH OF 38.57 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE EASTERLY HAVING A RADIUS OF 982.50 FELT, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 84'54'25" WEST; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 0646'48" AN ARC DISTANCE OF 116.26 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL LINE THROUGH SAID UST POINT BEARS SOUTH 78'07'37" WEST; THENCE NORTHERLY AND EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 10948'33" AN ARC DISTANCE OF 17.60 FEET; THENCE EASTERLY, TANGENT TO SAID UST CURVE, NORTH 88'5610" EAST, A DISTANCE OF 69.92 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 294.00 FEET; THENCE EASTERLY ALONG SAID LAST TANGENT CURVE THROUGH A CENTRAL ANGLE OF 4703'50' AN ARC LENGTH OF 241.50 FEET, THENCE TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 13.43 FELT TO THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 10.00 FEET; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 9(700'00" AN ARC LENGTH OF 15.71 FEET; THENCE NORTHEASTERLY TANGENT TO SAID LAST CURVE, NORTH 4600'00" EAST, A DISTANCE OF 115.00 FEET; THENCE SOUTH 44'00'00" EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 23.50 FEET; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'00'06" AN ARC LENGTH OF 35.9I FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 109.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 382.50 FEET; THENCE SOUTHEASTERLY ALONG SAID EAST CURVE THROUGH A CENTRAL ANGLE OF D642'43" AN ARC LENGTH OF 44.81 FEET; THENCE SOUTH 46'DO'00" WEST, A DISTANCE OF 73.25 FEET; THENCE SOUTH 32'42'09' WEST, A DISTANCE OF 61.65 FEET; THENCE SOUTH 41'3613" WEST, A DISTANCE OF 60.18 FEET; THENCE SOUTH 4600'DO" WEST, A DISTANCE OF 120.00 FEET; THENCE SOUTH 44'00'00" EAST, A DISTANCE OF 110.00 FEET; THENCE SOUTH 29'34'45" EAST, A DISTANCE OF 36.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 23.5D FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 44'00'O0" WEST; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'00'00" AN ARC DISTANCE OF 36.91 FEET; THENCE SOUTHEASTERLY, TANGENT TO SAID LAST CURVE, SOUTH 4hOD'OD" EAST, A DISTANCE OF 12.44 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 267.50 FEET-, THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 21'41'21" AN ARC DISTANCE OF 101.26 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL -LINE THROUGH SAID LAST POINT BEARS NORTH 24'18'39" EAST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 6618'39" AN ARC DISTANCE OF 11.92 FEET; THENCE SOUTHWESTERLY, TANGENT TO SAID UST CURVE, SOUTH 4600'OOr WEST, A DISTANCE OF 2.34 FEET; THENCE SOUTH 00'21'39" EAST, A DISTANCE OF 138.27 FEET TO THE SOUTHERLY LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION SECTION 26; THENCE EASTERLY ALONG SAID SOUTHERLY LINE, NORTH 89'00'39".EAST, A DISTANCE OF 1225.38 FEET TO THE EASTERLY LINE OF SAID. NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTHERLY, ALONG SAD EASTERLY LINE, NORTH 00'21'39" WEST, A DISTANCE OF CONTINUED ON PAGE 4 I:\63100\LLA-EIASEOWG 11/18/05 EXHIBIT 91A7 POR. OF SEC., 26; T 6 S, R LOT LINE ADJUSTMENT . NO. 2005-446 7 E, S.B.M. SHEET 4 OF 4 SHEETS 1335.26 FEET TO THE NORTHERLY UNE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE WESTERLY ALONG SAID LAST NORTHERLY LINE, SOUTH 804'40" WEST, A DISTANCE OF 1317.10 FEET TO THE WESTERLY LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTHERLY ALONG SAID LAST WESTERLY UNE, SOUTH 00'17'39" EAST, A DISTANCE OF 333.25 FEET TO SAID NORTHERLY LINE OF'THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE WESTERLY ALONG SAID LAST NORTHERLY UNE, SOUTH 8656'10" WEST, A DISTANCE OF 545.63 FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL 4 CONTAINS 43.415 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "EP ATTACHED HERETO AND MADE A PART HEREOF. PREPARED UNDER THE SUPERVISION OF: tL' 0 kwt 111irk CHRIS J. BERG LS. 65 DATE EXP. 12/31/05 I:\63100\LLA--BASE.OWG 11/18/05 EXHIBIT 9!B Adak SHEET 1 OF 2 SHEETS vp POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT N 88.54'40" E 1317.10' --. NO. 2005-446 r ° p N O'17'39"W 'B a 333.25' Aq�C r p N 88'56'10'E 1317.48' 771.85' 545.63' Zn ARr r l r i PARS r M S U2, N 1/2, N\J\I 1/41 S\iV 1/4 jy� 1/4, J\iV 114 ----------------- 4 M I 43.415 AC. N FFNO—TEE'SEE DETAIL z i �l,,i N\ly 1/i\J\J 1/!r ]OF NEW LOT LOT I SHEET NOu 2 7 2 co 55.210 AC. 93.24 1225.38' �---------- N 89'00'39" E 1318.63' Z N M N I3 U °° M o � PARCEL MERGER No. � `'' j�� a� LOTLINEADJUSTME TNo. GS- 406 o r o I Z°��° k6�' Pr1F�� r L r120 z o °��/C\1 it \\ A 1/ �JJ 1I NAPPROVE BY CITY F tJ1 QUINTA z10 f Q� 1 �i �JJ f, M_C M DEV ENT DEPARTMENT z AC. (/�3 DATE 90.02'-�_ = .00?W 109.86' �E its _S. N 88'40'00"E\889..�D4'A9� O o 11.787 AC. LO P.O.B. PAR. 1 N 27 � 2P P.O.C. PAR. 0T z 42D.08' N 8906'3T E 1320.15' / C/L AVENUE 60 J apt LAND PREPARED UNDER THE SUPERVISION OF: o4Y'�'��5 J eF'PGP�c SCALE 1"=400' 0 CURVE DATA N0, A R L 1 474313" 58.50' 48.72' 2 939'08" 1982.50' . 22.56' LEGEND C) =-------- EXISTING LOT LINE TO BE ADJUSTED EXISTING -LOT LINE TO REVAIN' I tl Ea. 12-31-05 * ® NEW LOT LINE EXP. 12/31 CHRIS J. BER L.S. 6 8 DATE' sT9r �P OLD LOT NO. /0 F � F,� CA1�F B NEW PARCEL NO. M OISE M900 A.... 47 SVII. 705 °"'mq0 -4013 LOT LINE ADJUSTMENT NO. 2005-446 UOR CN V.WW.,d 91011 M 760-7714073 S c N ° 17! .l°°w�°�^'. F,rok CITY OF LA QUINTA P LAN Nl RS FNGIN[LlS 9URVlY OAS I.-\63100\LlA-BA`.;E.DWG 11/18/05 Q CURVE TABLE No. DELTA RADIUS LENGTH 1 94'01'45" 23.50' 38.57' 2 6'45'45' 982.50' 116,26' 3 10948'33" 10.00' 17.60' 4 4703'50" 294,00' 241.50' 5 9900'00" 10.00' 15.71' 6 90'00'DO" 23.50' 36.91' 1 942'43" 382.50' 44.81' 8 21'41'21" 267.50' 101.26' 9 6918'39" 10,00' 11.92' 10 1'43'14' 1017.50' 30.56' EXHIBIT 99B POR. OF SEC. 26l T 6 S/ R 7 E, S.B.M. LOT LINE ADJUSTMENT SEE SHT. 1 NO. 2005-446 3 m- � N IM 10 C 0B z St ' N f w-7 771.85' 1 N 1'03'50W 105.46' PAR c 5 112, N 1/2, NON i/4, Sw 1/4 N z RpD_pCC E 1317 SHEET 2 OF 2 SHEETS b4b.bJ' 1 � N 88'56'10"E 71.65' RAD N 1'03'50"W 35.00' I ��� �h�oyi� PAR, D \ ' B4'54'25'E,RAD-PCC 00 1� �,�i sw Y41 �1 N Bg56'10'E 69.92 o° 4 PAR 5 5 1/2, 1�N U4, Sal U4 2 57.048 AC. PREPARED UNDER THE SUPERVISION OF: It CHRIS J. BERG LS. 6 8 DATE EXP. 12/31) 6 ko , �h�p° 43.415 AC. 7 N 46'00'00"E 73.25' J L N 32'42'09"E 61.65' I N 41'36'13'E 60.18' N 46'00'00"E 120.00' 44'00'00'W 110,00' N 29'34'45"W 36.14' N 44'00'00"W 12.44' RAD N 24' 18'39" E PAR A SEE I SHT. 1 %OFSF 7MOO A.m.A7 S"h 109 UQuinl",U 9= DONI[N Voi.: 76G-n1-0010 W��Glurlls FAX: 760.171-0070 SCN0liE .b ,RN d.....bh.m I IANNEF sVIVFYOIS N 4600'00"E 2.34' N 0'21'39"W 138.27' 1225.38' SCALE 1"=200' N 89'00'39" E 1318.63' D�_6m LEGEND 5EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN �® NEW- LOT-LINE..EvOLD LOT NO. P B NEW PARCEL NO. LOT LINE ADJUSTMENT NO. 2005-446 CITY OF LA QUINTA P.O. Bus 150-1 LA OuinrA, CAI.IFORSI4 92247-1504 78-495 CAi.i.e TAnii,ico (760) 777-7000 LA QcIN-rA, CA1A1-0K\in 92253 FAX (760) 777-7101 November 29, 2005 MDS Consulting 78-900 Avenue 47, Suite 208 La Quinta, CA 92253 SUBJECT: LOT LINE ADJUSTMENT 05-446 (APN# 764-240-002, -003, -004) Dear Applicant, The Community Development has reviewed your application to adjust the lot lines of three properties (LLA 05-446) on behalf of Schumacher 60`" & Monroe Partners LLC. Based on zoning compliance and correctness of the property descriptions, the City has approved your request for a Lot Line Adjustment. Attached is the; original Preliminary Title Report and Exhibits A and B. Please complete the grant deed and have these documents recorded with the County Recorder and provide us a copy of the recorded documents for our files. Until the recorded copies are received, the Lot Line Adjustment is not complete. This letter shall be presented to the County Recorder as official verification that the City has approved the adjustment and requests its recordation. By execution of this approval, the applicant agrees to indemnify, defend and hold harmless the City of La Quinta from any legal claim or litigation arising out of the City's approval of this Lot Line Adjustment. Should you have any questions, feel free to contact me at (760) 777-7125. Sincerely, Les Jo nson Planning Manager Enclosures LJ: ajm W L01' S cF^f of �9w TO: Andrew Mogensen, Associate Planner FROM: Brian Ching, Associate Engineer UVJ THRU: Paul Goble, Senior Engineer �< DATE: November 18, 2005 RE: LLA 2005-446 Tentative Tract Map No. 32398 Ii 1- y ra r hI ' ) JijY/.r' j( j i C1�Y GF;pp Ih. ':OMAAU 4i;Ell � CF OEPARTMc0 We have reviewed the Revised E:xhibit'A' legal description and Exhibit'B' depiction for LLA 2005-446 submitted November 18, 2005 by MDS Consulting and find all previous redline comments addressed. Therefore, the Public Works Department recommends approval of the Lot Line Adjustment. If you have any questions, please feel free to contact me at ext 7044. T:WROJECT DEVELOPMENT DIVISIOMDEVELOPMENT PROJECT&COA& CORRESPONDENCEILLAILLA2005-0 6�APPROVAL.DOC EXHIBIT"A ® SHEET 1 OF 4 SHEETS POR. OF SEC. 26, T 6 S, R 7 E, &AWL MERGER No. LOT LINE ADJUSTMENT LOT LINE ADJUSTMENT No._tj 6 NO. 2005-446 APPROVED Y CITY OF LA OUINTA CO I DEVELOPMENT DEPARTMENT DATE C-xhibit PARCEL 1 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 26, THENCE NORTH 00'13'39' WEST ALONG THE WESTERLY LINE OF SAID SECTION 26, A DISTANCE OF 570.58 FEET, THENCE EASTERLY LEAVING SAID WESTERLY LINE, NORTH 88'40'00" EAST, A DISTANCE OF 889.04 FEET; THENCE SOUTH 01'20'00' EAST, A DISTANCE OF 577.44 FEET TO THE SOUTHERLY LINE OF SAID SECTION 26; THENCE WESTERLY ALONG SAID SOUTHERLY LINE, SOUTH 8TO6'3T WEST, A DISTANCE OF 900.07 FEET TO THE POINT OF BEGINNING. SAID PARCEL 1 CONTAINS 11.787 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL 2 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 26, THENCE NORTH 0(713'39" WEST, ALONG THE WESTERLY LINE OF SAID SECTION 26, A DISTANCE OF 570.58 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTHERLY„ CONTINUING ALONG SAID WESTERLY LINE, NORTH 0913'39" WEST, A DISTANCE OF 1758.16 FEET TO THE NORTHWESTERLY CORNER OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER, NORTH 88'5610" EAST, A DISTANCE OF 771.85 FEET; THENCE SOUTHERLY, LEAVING SAID NORTHERLY LINE, SOUTH O1'03'5T EAST, A DISTANCE OF 105.46 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1017.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 02'47'04" WEST; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01'43'14' AN ARC LENGTH OF 30.56 FEET; THENCE EASTERLY, TANGENT TO SAID CURVE, NORTH 88'56'10' EAST, A DISTANCE OF 71.65 FEET; THENCE SOUTH 01'03'5T EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 01'03'50' WEST; THENCE WESTERLY AND SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 94'01'45 AN ARC LENGTH OF 38.57 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE EASTERLY HAVING A RADIUS OF 982.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 84'54'25' WEST; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF O6'46'48' AN ARC DISTANCE OF 116.26 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 7907'37' WEST; THENCE NORTHERLY AND EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 100'48'3Y AN ARC DISTANCE OF 17.60 FEET; THENCE EASTERLY, TANGENT TO SAID LAST CURVE, NORTH 8956'10' EAST, A DISTANCE OF 69.92 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 294.00 FEET; THENCE EASTERLY ALONG SAID LAST TANGENT CURVE THROUGH A CENTRAL ANGLE OF 47*03'5T AN ARC LENGTH OF 241.50 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 13.43 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 10.00 FEET; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'00'00' AN ARC LENGTH OF 15.71 FEET; THENCE NORTHEASTERLY TANGENT TO SAID LAST CURVE, NORTH 46'00'OT EAST, A DISTANCE OF 115.00 FEET; THENCE SOUTH 44'E10'00" EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 23.50 FEET; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'00'00" AN ARC LENGTH OF 36.91 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH "00'00" EAST, A DISTANCE OF 109.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 382.50 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF O6'42'43' AN ARC LENGTH OF 44.81 FEET; THENCE SOUTH 46'00'00" WEST, A DISTANCE: OF 73.25 FEET; THENCE SOUTH 3242'09" WEST, A DISTANCE OF 61.65 FEET; THENCE SOUTH 41'36'13' WEST, A DISTANCE OF 60.18 FEET; CONTINUED ON PAGE 2 EXHIBIT 9'Aw f SHEET 2 OF 4 SHEETS POR. OF SEC. 261 T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 THENCE SOUTH 46'00'00" WEST, A DISTANCE OF 120.00 FEET; THENCE SOUTH 44'00'00' EAST, A DISTANCE OF 110.00 FEET; THENCE SOUTH 29'34'45' EAST, A DISTANCE OF 36.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 44'00'00" WEST; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'00'00" AN ARC DISTANCE OF 36.91 FEET; THENCE SOUTHEASTERLY, TANGENT TO SAID LAST CURVE, SOUTH 44'00'00' EAST, A DISTANCE OF 12.44 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 267.50 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 21'41'21" AN ARC DISTANCE OF 101.26 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 24'18'39" EAST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 68'18'39" AN ARC DISTANCE OF 11.92 FEET; THENCE SOUTHWESTERLY, TANGENT TO SAID LAST CURVE, SOUTH 46'O0'00' WEST, A DISTANCE OF 2.34 FEET; THENCE SOUTH 00'21'39' EAST, A DISTANCE OF 138.27 FEET TO THE SOUTHERLY LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION SECTION 26; THENCE WESTERLY ALONG SAID SOUTHERLY LINE, SOUTH 89'00'39" WEST, A DISTANCE OF 93.24 FEET TO THE EASTERLY LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTHERLY, ALONG SAID EASTERLY LINE, SOUTH 00'17'39' EAST, A DISTANCE OF 1332.98 FEET TO THE SOUTHERLY LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; THENCE WESTERLY ALONG SAID LAST SOUTHERLY LINE, SOUTH 89'06'38" WEST, A DISTANCE OF 420.08 FEET TO THE EASTERLY LINE OF PARCEL 1 HEREIN ABOVE DESCRIBED; THENCE NORTHERLY ALONG SAID EASTERLY LINE OF PARCEL 1, NORTH 01'20'00' WEST, A DISTANCE OF 577.44 FEET TO THE NORTHERLY LINE OF SAID PARCEL 1; THENCE WESTERLY, ALONG SAID UST NORTHERLY UNE, SOUTH 8940'00' WEST, A DISTANCE OF 595.02 FEET; THENCE NORTHERLY, LEAVING SAID LAST NORTHERLY LINE, NORTH 01'20'00" WEST, A DISTANCE OF 109.86 FEET TO A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1982.50 FEET, A RADIAL UNE THROUGH SAID LAST POINT BEARS NORTH 0634'46" WEST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF OO'39'O8" AND AN ARC DISTANCE OF 22.56 FEET TO A TANGENT REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 58.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 0713'54" EAST, THENCE WESTERLY, ALONG SAID LAST CURVE, THROUGH A CENTRAL ANGLE OF 474313" AN ARC DISTANCE OF 48.72 FEET; THENCE SOUTHWESTERLY, RADIAL TO SAID LAST CURVE, SOUTH 4LT29'19" WEST, A DISTANCE OF 20.00 FEET; THENCE SOUTH 8940'00" WEST, A DISTANCE OF 121.12 FEET TO A LINE THAT IS PARALLEL WITH AND 90.00 FEET EASTERLY OF SAID WESTERLY LINE OF SECTION 26; THENCE SOUTHERLY, ALONG SAID PARALLEL LINE, SOUTH 0913'39" EAST, A DISTANCE OF 107.38 FEET TO SAID NORTHERLY LINE OF PARCEL 1; THENCE WESTERLY, ALONG SAID NORTHERLY LINE OF PARCEL 1, SOUTH 88'40'00" WEST, A DISTANCE OF 90.02 FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL 2 CONTAINS 55.210 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL 3 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEASTERLY CORNER OF SAID PARCEL 1, HEREIN ABOVE DESCRIBED; THENCE WESTERLY ALONG THE NORTHERLY LINE OF SAID PARCEL 1, SOUTH 88'4O'OO' WEST, A DISTANCE OF 595.02 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTHERLY, LEAVING SAID NORTHERLY LINE, NORTH 01'20'00" WEST, A DISTANCE OF 109.86 FEET TO A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1982.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 06'34'46' WEST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 00`39'08" AND AN ARC DISTANCE OF 22.56 FEET TO A TANGENT REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 58.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 0713'54' EAST, THENCE WESTERLY, ALONG SAID LAST CURVE, THROUGH A CENTRAL ANGLE OF 4743'13" AND AN ARC DISTANCE OF 48.72 FEET; THENCE SOUTHWESTERLY, RADIAL TO SAID LAST CURVE, SOUTH 40'29'19" WEST, A DISTANCE OF 20.00 FEET; THENCE SOUTH 88'40'00" WEST, A DISTANCE OF 121.12 FEET TO A LINE THAT IS PARALLEL WITH AND 90.00 FEET EASTERLY OF SAID WESTERLY LINE OF SECTION 26; THENCE SOUTHERLY, ALONG SAID PARALLEL LINE, SOUTH 00'13'39' EAST, A DISTANCE OF 107.38 FEET TO SAID NORTHERLY LINE OF PARCEL 1; THENCE EASTERLY, ALONG SAID NORTHERLY LINE OF PARCEL 1, NORTH 88'40'00" EAST, A DISTANCE OF 204.00 FEET TO THE TRUE POINT OF BEGINNING. CONTINUED ON PAGE 3 EXHIBIT " SHEET 3 OF 4 SHEETS POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 SAID PARCEL 3 CONTAINS 0.507 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "Ei ATTACHED HERETO AND MADE A PART HEREOF. PARCEL 4 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SEC11ON 26; THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER, NORTH 88'56'10" FAST, A DISTANCE: OF 771.85 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTHERLY, LEAVING SAID NORTHERLY LINE, SOUTH 01'03'50" EAST, A DISTANCE OF 105.46 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1017.50 FEET, A RADIAL LINE THROUGH SAID UST POINT BEARS NORTH 0T47'04" WEST; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01'43'14" AN ARC LENGTH OF 30.56 FEET; 'THENCE EASTERLY, TANGENT TO SAID CURVE, NORTH 8956'10' EAST, A DISTANCE OF 71.65 FEET; THENCE SOUTH 01'03'50" EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 01'03'50" WEST; THENCE WESTERLY AND SOUTHERLY ALONG SA16 LAST CURVE THROUGH A CENTRAL ANGLE OF 94'01'45" AN ARC LENGTH OF 38.57 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE EASTERLY HAVING A RADIUS OF 982.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 84'54'25' WEST; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 0946'4T AN ARC DISTANCE OF 116.26 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 7607'37" WEST; THENCE NORTHERLY AND EASTERLY ALONG SAID UST CURVE THROUGH A CENTRAL ANGLE OF 100'48'33" AN ARC DISTANCE OF 17.60 FEET; THENCE EASTERLY, TANGENT TO SAID LAST CURVE, NORTH 8956'10" EAST, A DISTANCE OF 69.92 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 294.00 FEET; THENCE EASTERLY ALONG SAID UST TANGENT CURVE THROUGH A CENTRAL ANGLE OF 4T03'50" AN ARC LENGTH OF 241.50 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 13.43 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 10.00 FEET; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'00'00" AN ARC LENGTH OF 15.71 FEET; THENCE NORTHEASTERLY TANGENT TO SAID LAST CURVE, NORTH 46'00'00" EAST, A DISTANCE OF 115.00 FEET; THENCE SOUTH 44'00'00' EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 23.50 FEET; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 9900'OT AN ARC LENGTH OF 36.91 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 4400'00" EAST, A DISTANCE OF 109.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 382.50 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 06'42'43" AN ARC LENGTH OF 44.81 FEET; THENCE SOUTH 4600'00" WEST, A DISTANCE DF 73.25 FEET, THENCE SOUTH 3742'09" WEST, A DISTANCE OF 61.65 FEET; THENCE SOUTH 41'36'13" WEST, A DISTANCE OF 60.18 FEET, THENCE SOUTH 46'00'00" WEST, A DISTANCE OF 120.00 FEET; THENCE SOUTH 4400'OT EAST, A DISTANCE OF 110.00 FEET; THENCE SOUTH 29'34'45" EAST, A DISTANCE OF 36.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE_ 'THROUGH SAID LAST POINT BEARS NORTH 44'00'00" WEST; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'00'OT AN ARC DISTANCE OF 36.91 FEET; THENCE SOUTHEASTERLY, TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 12.44 FEET TO THE BEGINNING OF A, TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 267.50 FEET, THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 21'41'21' AN ARC DISTANCE OF 101.26 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 24'18'39" EAST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 68'18'39" AN ARC DISTANCE OF 11.92 FEET; THENCE SOUTHWESTERLY, TANGENT TO SAID LAST CURVE, SOUTH 46'00'00" WEST, A DISTANCE OF 2.34 FEET; THENCE SOUTH 00'21'39" EAST, A DISTANCE OF 138.27 FEET TO THE SOUTHERLY LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION SECTION 26; THENCE EASTERLY ALONG SAID SOUTHERLY LINE, NORTH 8TOO'39" EAST, A DISTANCE OF 1225.38 FEET TO THE EASTERLY LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTHERLY, ALONG SAID EASTERLY LINE, NORTH 0921'39" WEST, A DISTANCE OF CONTINUED ON PAGE 4 11/18/05 EXHIBIT 99 ' POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 SHEE-T 4 OF 4 SHEETS 1335.26 FEET TO THE NORTHERLY LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE WESTERLY ALONG SAID LAST NORTHERLY LINE, SOUTH 88'54'40" WEST, A DISTANCE OF 1317.10 FEET TO THE WESTERLY LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTHERLY ALONG SAID LAST WESTERLY LINE, SOUTH 0917'39" EAST, A DISTANCE OF 333.25 FEET TO SAID NORTHERLY LINE OF'THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE WESTERLY ALONG SAID LAST NORTHERLY LINE, SOUTH 88 56'10" WEST, A DISTANCE OF 545.63 FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL 4 CONTAINS 43.415 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PREPARED UNDER THE SUPERVISION OF: J. a JG- t r LS. 6588 * Exp. 12-31-05 CHRIS J. BERG L.S. 65 DATEsT j EXP. 12/31 /05 9lF O EXHIBIT99 9 9 SHEET 1 OF 2 SHEETS POR. OF SEC. 26, T 6 SF R 7 E, S.B.M. LOT LINE ADJUSTMENT N 88'54'40" E 1317.10' NO. 2005-446 AAA A 1 .0 N O'17'39"W 333,25' Aq� C ' A N 8856'10'E 1317.48' 771.85' )AC.9 ZED PARCEL C PARCEL D 1/2, 1\1 1/2, 1�J\i\J 1 1�Jr 1/ f \i\l Jl f ------------4 I�43.415 AC. r rCE' o �r r�.,rI NOTE: SEE DETAIL1/�, l\l\lV 1/�fIOOF N N SHEET OI OF NEW LOT u2Ezo W 55.21225.38' ----------- --�13oN 89'00'39" E 1318.63' M a <11 PARCEL MERGER No. r LOT LINE ADJUSTME TNo. GS- 46 r r 1 O \ \ it \ \ ,I 'APPROVE BY CITY F LA OUINTA z o � �, ��J 1/ r ��l 1/ f z ` 1 ' 1-7C M U DEVf P�AENT DEPARTMENT z—� 2 `3 0.507 AC. g -J �L DATE I Z9 0�l 90.02'r �j �+_1'20'00"W 109.86' �Extdbit N 8940'00G'E \889..04' 3 pqR C b 11.787 AC. o P.O.B. PAR. 1 n P.O.C. PAR. 2 z I 7 26 �r 900.07' 1 420.08' r N 89'06'35' E 1320.15' — 'f � C/L AVENUE 60 oNP` 1 PREPARED UNDER THE SUPERVISION OF: F 1 I$ dl CHRIS J. BER , L.S. 6 8 D TE EXP. 12/31/0 M 0 x 5 Z 78-906 Avenue 67 ® suite 108 La CluiMo,"A9ZZ88 DOKICH Vei<e: 760-771-6018 FAX '60-771-6010 S C X U L i Z mdaIoqui�Ia@mdxwwIt;,g W ILANNF[S ENGINEERS S,UAVFYOAS SCALE 1"=400' O CURVE DATA NO. A R L 1 47'43'13" 58.50' 48.72' 2 0'39'08" 1982.50' 22.56' JJ12-31-0;5 LEGEND -------- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN ®NEW LOT LINE 8 OLD LOT NO. Cr B NEW PARCEL NO. LOT LINE ADJUSTMENT NO. 2005-446 CITY OF LA QUINTA EXHIBIT flf POR. OF SEC. 269 T 6 S, LOT LINE ADJUSTMENT NO. 2005-446 _-� Ni w - 1� 771.85' 1 N N 1'03'S0"W 105.46' PAR C o 0 S l/2, N 1/2,I� W 14, Sal 14 N ---NIgOPCE RP 0 SHEET 2 OF 2 SHEETS R 7 E, S.B.M. SEE SHT. 1 N e7 O t'] MI\ 545.63' I o0 N 8856'10' E 71.65' RAD N 1'03'50"W 35.00' B4'54'25'E RAD-PCC A\r po 1 N 88 56' 10' E 69.92' boo �po ��o 4 6 �koo 3 PAR. 5 S J/2, NW 1/4, SIN 11/4 Q CURVE TABLE Nod DELTA RADIUS LENGTH 1 94'0l'45" 23.50' 38.57' 2 6 46'48" 982.50' 116.26' 3 10948'33" 10.00' 17.60' 4 4T03'50" 294.00' 241.50' 5 9900'00" 10.00' 15.71' 6 90'00'00" 23.50' 36.91' 7 6'42'43" 382.50' 44.81' 8 21'41'21" 267.50' 101.26' 9 68'18'39" 10.00' 11.92' 10 1-43'14" 1017.50' 30.56' PREPARED UNDER THE SUPERVISION OF: 2 57.048 AC. 11 l% 0( CHRIS J. BERG L.S. 6 8 DATE EXP. 12/31/1 PAR D NEE 1/4, SW 14 43.41 AC. 7-N 46'00'00"E 73.25' TN 32'42'09"E 61.65' N 41'36'13"E 60.18' N 46'00'W'E 120.00' 44'00'00"W 110.00' N 29'34'45'W 36.14' N 44'00'00"W 12.44' `-� RAD N 24'18'39"E N 46'00'00'E 2.34' N 921'39"W 138.27' 193.24' 1225.38' SCALE 1" =200' N 89'00'39" E 1318.63' �- PAR A SEE SHT. 1 \�' S J. eF` GPG i rJ 2 z LS. 6588 12-31-05 M 0 R S E 78-900 Avenue L] Suile 908 S si C La Ouinla, A C9325] 00 NICN Vaia: ]60 .4011 FAX: ]60-]]1-40)0 5 c N u L r z md4vquWo@me"un,umng.no [LANNF[5 1N4INEER1 5URVEYORS x w w fN LEGEND - - - -EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINIE TO REMAIN NEW LOT LINE r��- OLD LOT NO. B NEW PARCEL NO LOT LINE ADJUSTMENT NO. 2005-446 CITY OF LA QUINTA k\63100\LL4-BASE.DWG 11/18/05 2 TO: Andrew Mogensen, Associate Planner FROM: Brian Ching, Associate Engineer THRU: Paul Goble, Senior Engineerryl � DATE: November 18, 2005 l� RE: LLA 2005-446 Tentative Tract Map No. 32398 'I L 2 ..OAICT QF togqUlh -.PRRTMENT We have reviewed the Revised Exhibit 'A' legal description and Exhibit'B' depiction for LLA 2005 — 446 submitted November 18, 2005 by MDS Consulting and find all previous redline comments addressed. Therefore, the Public Works Department recommends approval of the Lot Line Adjustment. If you have any questions, please feel free to contact me at ext 7044. T\PROJECT DEVELOPMENT DIVISIOMDEVELOPMENT PROJECTS\COA 8 CORRESPONDENCE\LLA\LL 005-0 6NPPROVAL. DOC 11-14-200.5 Ga:a4AM =�ROM-MDS CONSUdG 7GOTT14073 T-234 P.001/002 F-055 7&600 Avenue 47 Ste. 206 La 0.1.0, CA 62250 VOICE: 760-771.4019 FAX: 760-771.4073 E-MAIL MtlalaqulnIeCMCeconeultln0.net MESSAGE: To: Andrew J. Mogensen Company: Community Development Department, City of La Quinta Fax #: (760) 777-7101 From: Chris Bergh Subject: Lot Line Adjustment 05-446 F A X Date: 11/14/2005 Job* 631-00 Pages: 2, including cover cc: 11-14-2005fit*.2AM +FROM-MDS T-234 P.002/002 F-055 ..d Corona q' November 14, 2005 7607714073 EN0I N-E ER5 1 SU RV Er a R5 Andrew J. Mogensen, AssociWe Planner Community Development Department City of La Quinto 78-495 Calle Tampico La Quinta, CA 92253 RE: Lot Line Adjustment 0 i-446 Dear Andrew: nll CITY or LACUIN r OOW,UNITY OEVELOPMENT t DEPARTMENT __ _J The purpose for this Lot LineAdjustment is to allow for the transfer of a portion of the overall property currently owned by Schumacher Interests, being Tentative Tract No. 32398. It is the desire of Schumacher Interests to sell the Phase 1 portion to a homebuilder prior to the recordation of the Phase 1 tract and to continuo holding the property within the Phase 2 tract. This Lot Line Adjustment takes the current four parcels and re -configures them into four parcels, with the easterly line of Parcel 2 exactly matching the easterly line of Tract No. 32398-1. Proposed Parcels 1 and 3 are created to approximate Lot 196, being a future Coachella Valley Water District well site and Lot 197 being a future commercial lot, both a5 shown and approved by Tentative Tract No. 32398-1. Within a month or two following the recordation of this Lot Line Adjustment, the homebuilder is expected to record Tract No. '32398-1. which will be a subdivision of Parcels 1, 2 and 3 of this Lot Line Adjustment. I hope this satisfies your request and that we can achieve an approval from the City of La Quinto for this Lot Line Adjustment. If you have any further questions, please feel free to call me. Sincerely, D". Chris J. Bergh Vice President/Office Monagar CJB:sj G:\63100\LEGALS\ Stanley C. Morse 76-901 Ar.... 47 VOICE: 760-771-4013 LLA 05-446 LTR.doc Gory w. ookleh S. [I0E PA%: 760-771-4073 Page 1 of 1 J.R."Skip"Schulte La EMAIL: md,lagvint.®md,cen,rlling.n.L Oct 14 2005 2:43PM Schumacher Inc. 52923BG p-1 TRACT 32398-1 TRACT 32398 40 N 5H — 39 PHASE 67 fib 77 %8 67 BE 97 08 38 PHASE OP 2 61 66 69 76 0 79 88 a9 96 v� 99 37 1 lH4JL fit 0 65 70 V 75 s o es e- 90 e. 95 Q_ 100 36 7E N o m m 84 71 o q4 31 84 91 S 94 ]OI 35 63 72 73 82 B3 `32 93 lE2 34 q<` 33 79 _ _ �a1I 135 153 167186 185 I64 P = m e 103 32 80 m n� 1'J6 l52 10 W 183 is i�J ` " o m 104 31 LOT AA 137 151 1B2 / 105 °J LOT Y 30 F 136 150 LOT UU sJ 108 29 63 139 199 si 198 107 2B ti N c 84 _ 140 198 Q2 %js 108 27 q 147 s� ^0 M — 26 85 0, m BH J ]41 !0 146 ss I39 136 129 128 1i9 118 109 c- _ 140 137 25 143 dJ 97 130 127 120 117 v.110 24 87 5,� ss 146 141 136 o I31 126a ]21 9 I16 o I11 23 86 194 s so s :45 142 l35 132 I25 F 122 ❑ 5 112 89 o LOT l45 s s� 47 144 143 13a 133 124 123 n w Sa �_ I74 113 21 9D $ o 0 0 0 46 - 91 _ J� 45� nW I 19v Jmlola 43 � l ppv az le LT C OT MM � IS V' �a " m N N LOT LL 17 14 41 - - - - 41 18 13 40 19 12 162 m m m ry IBB 195 3H a. 20 i65 m "' _m IA7 N m m z189 `" 1H4 36 3 ZI 11 164 m c 0 190 193 10 37 22 �- 9 S IG5 -' - 791 1H2 36 23 8 IE6 3 T 196 ,_ n " = = is ,� 3s 24 0 197 x LOT II s o TRACT NO. 32398 CITY OF LA QUINTA P I A N N E a ENGINEERS S U R V EY O R5 Offices locoed In Irvine, la Ooinoo and Corona November 14. 2005 Andrew J. Mogensen, Associate Planner Community Development Department City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253 RE: Lot Line Adjustment 05-446 Dear Andrew: The purpose for this Lot Line Adjustment is to allow for the transfer of a portion of the overall property currently owned by Schumacher Interests, being Tentative Tract No. 32398. It is the desire of Schumacher Interests to sell the Phase 1 portion to a homebuilder prior to the recordation of the Phase 1 tract and to continue holding the property within the Phase 2 tract. This Lot Line Adjustment takes the current four parcels and re -configures them into four parcels, with the easterly line of Parcel 2 exactly matching the easterly line of Tract No. 32398-1. Proposed Parcels 1 and 3 are created to approximate Lot 196, being a future Coachella Valley Water District well site and Lot 197 being a future commercial lot, both as shown and approved by Tentative Tract No. 32398-1. Within a month or two following the recordation of this Lot Line Adjustment, the homebuilder is expected to record Tract No. 32398-1. which will be a subdivision of Parcels 1, 2 and 3 of this Lot Line Adjustment. I hope this satisfies your request and that we can achieve an approval from the City of La Quinta for this Lot Line Adjustment. If you have any further questions, please feel free to call me. Sincerely, �7� l/Lo Chris J. Bergh Vice President/Office Manager CJB:sj G:\63100\LEGALS\ Stanley C. Morse 78 900 Avenue d] VOICE: 760-n1-4013 LLA 05-446 LTR.doc Gary W. Dokich suite ]OB FAX 760J11-4073 Page 1 of 1 1.R."Skip'$<hultz La 0uima, CA 91YSJ EMAIL: mdsloquima@mdsronsuloing.nes Oct 14 2005 2:43PM Schumacher Inc. 6505292386 p.3 JE-- O �o� t� S N -o§ N O o v, " � � II O O Oct 14 2005 2:43PM Schumacher Inc. 2 O 6505292386 P•2 oUt r gog ® Order NO. R-908274-66 ORANGE COAST TITLE ESCROW 3536 CONCOURS 0120 ONTARIO, CALIFORNIA ATTENTION: CHRISTY MUNSEY DATED: MARCH 10, 2005 ORANGE COAST TITLE COMPANY BUILDER SERVICES/COMMERCIAL DIVISION 1955 HUNTS LANE, 2ND FLOOR SAN BERNARDINO, CALIFORNIA 92408 (909) 825-8800 YOUR NO.: 53233-CM ORDERNO: R-908274-66 IN RESPONSE TO THE ABOVE REFERENCED APPLICATION FOR A POLICY OF TITLE INSURANCE„ ORANGE COAST TITTLE BUILDER SERVICES HEREBY REPORTS THAT I IS PREPARED TO ISSUE. OR CAUSE TO BE ISSUED, AS OF THE DA I HEREOF, A POLICY OR POLICIES OF TITLE INSURANCE DESCRIBING THE LAND AND THE ESTATE OR INTEREST THEREIN HEREINAFTER SET FORTH, INSURING AGAINST LOSS WHICH MAY BE SUSTAINED BY REASON OF ANY DEFECT, LIEN OR ENCUMBRANCE NO'T SHOWN OR REFERRED TO AS AN EXCEPTION BELOW OR NOT EXCLUDED FROM COVERAGE PURSUANT TO THE PRINTED SCHEDULES, CONDITIONS AND STIPULATIONS OF SAID POLICY FORMS. THE PRINTED EXCEPTIONS AND EXCLUSIONS FROM THE COVERAGE OF SAID POLICY OR POLICIES ARE SET FORTH IN EXHIBIT A ATTACHED. COPIES OF THE POLICY FORMS SHOULD BE READ. THEY ARE AVAILABLE FROM THE OFFICE, WHICH ISSUED THIS REPORT. PLEASE READ THE EXCEPTIONS SHOWN OR REFERRED TO BELOW AND THE EXCEPTIONS AND EXCLUSIONS STET FORTH IN EXHIBIT A OF THIS REPORT CAREFULLY. THE EXCEPTIONS AND EXCLUSIONS ARE MEANT TO PROVIDE YOU WITH NOTICE OF MATTERS, WHICH ARE NOT COVERED UNDER THE TERMS OF THE TITLE INSURANCE POLICY AND SHOULD BE CAREFULLY CONSIDERED. IT IS IMPORTANT TO NOTE THAT THIS PRELIMINARY REPORT IS NOT A WRITTEN REPRESENTATION AS TO THE CONDITION OF TITLE AND MAY NOT LIST ALL LIENS, DEFECTS, AND ENCUMBRANCES AFFECTING TITLE TO THE LAND. THIS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS HERETO) IS ISSUED SOLELY FOR THE PURPOSE OF FACILITATING THE ISSUANCE OF A POLICY OP TITLE INSURANCE AND NO LIABILI"FY IS ASSUMED HEREBY, IF IT IS DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE. OF A POLICY OF TITLE INSURANCE, A BINDER OR COMMI TMENT SHOULD BE REQUESTED, THE POLICY OR POLICIES OF TITLE INSURANCE CONTEMPLATED BY THIS REPORT WILL BE ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY. DATED AS OF MARCH I, 2005 AT 7:30 A.M. HELEN)OHNSON TITLE OFFICER HELENJ@OCTITLE.COM FAX (909)370-2132 THE FORM OF POLICY OF TITLE INSURANCE CONTEMPLATED BY THIS REPORT IS: C.L.7'.A. STANDARD COVERAGE POLICY - 1990 (OWNER'S POLICY OR JOINT PROTECTION) ® Order No. R-908274-615 SCHEDULE"A" THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS: A FEE TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: SCHUMACHER/60r" & MONROE PARTNERS LLC, A CALIFORNIA LIMITED LIABILITY COMPANY THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: SEE ATTACHED EXHIBIT "A" 0 Order No. R-908274.66 SCHEDULE'B" AT THE DATE HEREOF EXCEPTION TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSION CONTAINED IN SAID POLICY FORM WOULD BE AS FOLLOWS: A. GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 2005-2006 INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES. A LIEN NOT YET PAYABLE. B. SECOND INSTALLMENT GENERAL AND SPECIALTAXES FOR THE FISCAL YEAR 2004-2005, INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES. I ST INSTALLMENT 51,290.20 PAID 2ND INSTALLMENT $1,290.20 OPEN PENALTY S 149.02 (AFTER 4-10) CODE AREA 020-151 PARCEL NO. 764-240-M-7 EXEMPTION NONE SAID MATTER AFFECTS PARCEL C C. SECOND INSTALLMENT GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 2004-2005, INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES. I S'F INSTALLMENT $2.588.34 PAID 2ND INSTALLMENT 12,588.34 OPEN PENALTY S278.83:AFTER 4-10) CODE, AREA 020-I51 PARCEL NO. 764-240003-8 EXEMPTION NONE SAID MATTER AFFECTS PARCEL P D. SECOND INSTALLMENT GENERAL AND SPECIAL TAXES FOR THE FISCAL YEAR 2004-2005, INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES. I ST INSTALLMENT $5.084.21 PAID 2ND INSTALLMENT S5,084.23 OPEN PENALTY $528.42 AFTER 4-10) CODE AREA 020-151 PARCEL NO. 764-240-004-9 EXEMPTION NONE SAID MATTER AFFECTS PARCEL A E. SECOND INSTALLMENT GENERAL AND SPECIAL TAXES FOR THE, FISCAL YEAR 2004-2005. INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES. IST INSTALLMENT S5,282.3! PAID 2ND INSTALLMENT S5,282.31 OPEN PENALTY S548.231AFTER 4-10) CODEAREA 020-151 PARCEL NO. 764-240-305-0 EXEMPTION NONE SAID MATTER AFFECTS PARCEL D F. SUPPLEMENTAL TAXES INCLUDING SPECIAL ASSESSMENTS AND/OR PERSONAL PROPERTY TAXES IF ANY, FOR THE FISCAL YEAR 20039004 I ST INSTALLMENT: $2,949.9- DELINQUENT PENALTY S293.00(AFTER 2-28) 2ND INSTALLMENT: $2,949.97 OPEN PENALTY OPEN (AFTER 6-30) PARCEL NO. 052-071-115-7 SAID MATTER AFFECTS PARCEL C EXCEPTIONS CONTINUED Order No. R-908274-66 G. SUPPLEMENTAL TAXES INCLUDING SPECIAL ASSESSMENTS AND/OR PERSONAL PROPERTY TAXES IF ANY. FOR THE FISCAL YEAR 2003 2004 IST INSTALLMENT: $5,918.(e DELINQUENT PENALTY $591,81 (AFTER 2-28) 2ND INSTALLMENT: 55.918.08 OPEN PENALTY $611,81 (AFTER 6-30) PARCEL NO. 062-071-213-5 SAID MATTER AFFECTS PARCEL B H. SUPPLEMENTAL TAXES INCLUDING SPECIAL ASSESSMENTS AND/OR PERSONAL PROPERTY TAXES IF ANY, FOR THE FISCAL YEAR 2003.2004 IST INSTALLMENT: I11,62501 DELINQUENT PENALTY $1,162.30 (AFTER 2.28) 2ND INSTALLMENT: $11,62501 OPEN PENALTY $1,182.50(AFTER 6.30) PARCEL NO. 052-071 Q 12-4 SAID MATTER AFFECTS PARCEL P. I. SUPPLEMENTAL'1'AXES INCLUDING SPECIAL ASSESSMENTS AND/OR PERSONAL PROPERTY TAXES IF ANY, FOR THE FISCAL YEAR 2003-2004 1 ST INSTALLMENT: 512,077L3 DELINQUENT PENALTY $1.207.76 (AFTER 2-28) 2ND INSTALLMENT' 312.077J63 OPEN PENALTY $1,227.76 (AFTER 6.30) PARCEL NO. 052-071-216.8 SAID MATTER AFFECTS PARCEL D I. THE LIEN OF SUPPLEMENTAL TAXES, IF ANY, ASSESSED PURSUANT TO THE PROVISIONS OF SECTION 75, ET SEQ. OF'I HE REVENUE AND TA XATION CODE OF THE SI"ATE OF CALIFORNIA. 11 RIGINI'S OF THE PUBLIC IN AND TO ANY POR"I"]ON OF SAID LAND LYING WITHIN ANY LAWFULLY ESTABLISHED STREETS, ROADS OR HIGHWAYS, 2) RESERVATIONS RECITED IN 1'HE PATENT FROM THE UNITED STATES, AS FOLLOWS: ' SUBIEC'I TO ANY VESTED AND ACCRUED WATER RIGHTS FOR MINING, AGRICULTURAL, MANUFACTURING OR 0'1'II ER PURPOSES, AND RIGHTS TO DITCHES AND RESERVOIRS USED IN CONNECTION WITH SUCH WATER RIG[ITS AS MAY 131' RECOGNIZED AND ACKNOWLEDGED BY THE LOCAL CUS"TOMS, LAWS AND DECISIONS OF COURTS, AND A RIG[ IT OF WAY FOR DITCI IES OR CANALS CONSTRUCI ED BY AUTHORITY 0' TI IF UNITED STATES" RECORDED MARCH 7, 1905 IN BOOK 3, PAGE 194 OP PATENTS. SAID MATTER AFFECTS PARCEL A. 0 AND C 3) AN EASEMENT FOR PURPOSES I IEIEIN STATED, AND RIGHTS INCIDENTAL THERETO AS PROVIDED IN AN INSTRUMENT RECORDED: JUNE 9, 1958 BOOK 2282, PAGE 597, OFFICIAL RECORDS FOR: PIPE LINES AND INCIDENTAL PURPOSES IN FAVOR OF: COACHELLA VALLEY COUNTY WATER DISTRICT AFFECTS: THE NORTH 50.00 FEET OF THE SOUTH 80.00 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, T'OWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN. SAID MATTER AFFECTS PARCEL A 4) RIGHTS 017 THE PUBLIC AS 10 ANY PORTION OF THE LAND LYING WITHIN THE AREA COMMONLY KNOWN AS 30.00 FEELON EACH 510E OF SECTION LINES, PURSUANT TO A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE. DATED: IANUARY 9, 1901 RECORDED: APRIL 17,19'9 INSTRUMENT NO, 32692 OF OFFICIAL RECORDES j SAID MATTER AFFEC FS PARCELS A. B AND C. 5) THE EFFECT OF THE FOLLOWING: A RESOLUTION EXECUTED BY THE RIVERSIDE COUNTY BOARD OF SUPERVISORS ESTABLISHING THE COACT IP.LLA VALLEY AGRICULTURAL PRESERVE NO. 58, RECORDED SEP TF.MBER 2, 1976 AS INSTRUMENT/FILE NO, 131479 OF OFFICIAL RECORDSOF RIVERSIDE COON"FY, CALIFORNIA EXCEPTIONS CONTINUED 4- ® Order No. R-908274.66 THE EFFECT OF THE FOLLOWING: A LAND CONSERVATION CONTRACT RECORDED SEPTEMBER 3.1976 AS INSTRUMENT /FILE NO. 132447 OF OFFICIAL RECORS OF RIVERSIDE COUNTY, CALIFORIA THE EFFECT OF THE FOLLOWING: A NO'I ICE OF NON -RENEWAL OF SAID CONTRACT DATED JUNE 12, 1996 AND RECORDED NOVEMBER 3, 1986 AS INSTRUMENT/FILE NO, 276697 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SAID MATTER AFFECTS PARCEL A. BAND C 6) AN EASEMENT FOR PURPOSES HEREIN STATED, AND RIGHTS INCIDENTAL THERETO AS PROVIDED IN AN INSTRUMENT RECORDED: MAY 15,1989, INSTRUMENT NO. 156839, OFFICIAL RECORDS FOR: EITHER OR POLL LINES, CONDUITS, UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES IN FAVOR OF: IMPERIAL IRRIGATION DISTRICT AFFEC"IS: DESCRIBED AS FOLLOWS: PARCEL I: THE SOUTHWEST 1/4 OF THE SOUTHWEST 114 OF SECTION 26, TOWNSIIIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN. PARCEL 2, THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF 'TIIE SOIHIIWESlIM OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN. PARCEL 3: SOUTH 1/2 OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 26,'TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN. PARCEL "A": THE NORTH 61.00 FEET OF THE SOUTH 95.00 FEET OF THE ABOVE PORTIONS OF SECTION 26 HEREIN DESCRIBED AS PARCEL I: PARCEL "B": THAT PORTION OF THE EAST 60.00 FEET OF THE WEST 90.00 FEEL' 01 1'lIF ABOVE HEREIN DESCRIBED PARCELS I, 2 AND 3 LYING NORTH OF AVENUE 60. SAID MATTER AFFECTS PARCEL A, B AND C AN INSTRUMENT, UPON "TIIE PERMS AND CONDITIONS CONTAINED THEREIN EN'I'I'ILED: DOMESTIC WAFER, SANITATION SYSTEM INSTALLATION AND IRRIGATION SERVICE AGREEMENT DATED: JANUARY 19, 2005 EXECUTED BY AND BETWEEN: COACHELLA VALLEY WATER DISI'RIC'r, A PUBLIC AGENCY OF THE STATE OF CALIFORNIA AND CORAL MOUNTAIN, LLC RECORDED: JANUARY 31, 2005 AS INSTRUMENT NO. 2005-0087395, OFFICIAL RECORDS SAID MATTER AFFECTS PARCELS A, B, C AND D 9) 111E EFFECT OF AN UNRECORDED LEASE WI'I II GROWEST INC. HAVING POSSESSORY IN'rERLST IN SAID LAND AS DISCLOSED BY THE RIVERSIDE COUNTY TAX ASSESSORS MOLL. SAID MATTER AFFECT'S PARCELS B AND C 9) RICH IS OF PARTIES IN POSSESSION OF SAID LAND BY REASON OF UNRECORDED LEASES, IF ANY. PLEASE FORWARD SAID LEASES FOR OUR EXAMINATION. 10) ANY FACTS, RIGI ITS, INTEREST OR CLAIMS WHICII MAY 13E SHOWN BY AN INSPECTION OF 111E LAND OR WHICH ,MAY LIE DISCLOSED BY INQUIRY OF PERSONS IN POSSESSION OF SAID LAND. EXCEPTIONS CONTINUED .5- E Order No. R-908274-66 Ip THE REQUIREMENT THAT WE BE PROVIDED: (1) A COPY OF THE FILED ARTICLES OF ORGANIZATION OF SCHUMACHER/6010 & MONROE PARTNERS LLC. A CALIFORNIA LIM I"I'ED LIABILITY COMPANY. (2) A CURRENT LIST OF THE NAMES OF SAID LIMITED LIABILITY COMPANY MEMBERS. (3) A COPY OF SAID LIMITED LIABILITY COMPANY'S OPERATING AGREEMENT, WITH A VERIFIED CERTIFICATE THAT THE OPERATING AGREEMENT IS A TRUE AND CORRECT COPY OF THE AGREEMENT NOW IN EFFECT-. END OF SCHEDULE B HJ/MF POLICY RAPE: 80%/FATIC ENCLOSURES: PLATS -6- Order No. R-908274-66 EXHIBIT "A" THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA. COUNTY OF RIVERSIDE AND IS DESCRIBED AS FOLLOWS - PARCEL A: THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 6 SOUTH. RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN. PARCEL B: THE SOO 111 HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26. TOWNSHIP 6 SOUTH, RANGE 7 EAST. SAN BERNARDINO BASE AND MERIDIAN, PARCEL C: THE SOUTH HALF OF THE NORI H HALF OF THE NORTHWEST QUAR IER OF THE SOUL H WEST QUARTER OF SECTION 26. TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN. PARCEL D: THE NORTHEAST QUARTER OF I'HE SOUTH WESIQUARI"ER OF SECTION 26, TOWNSI HP 6 SOUTH. RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN, ACCORDING'1'0 TIIE OFFICIAL PLAT THEREOF. \ E | e O � \� ( EXHrBfT 990 SHEET 1 Of 2 SHEETS POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT N 8954'40° E 1317.10' NO. 2005-446 .On q� p0 N 0 333.25' N 8956'10'E 1317.48' i�7l 711,/8�5545.63' LO PACr,C PARCEL J %,S\j/� JNr 1/4, \i\l 1/4 ----------------- PARCEL G' wS 1/2, NW 1/4, S\iV 1/41 2 i-,U � ^ 55.210 AC. 9324', �`--------------------- Z `� DK5° Er 13 OO M U p Il N'V Pr1rRC r L A a M ��b�e s� i Z Z 'coo �6, SW 1/4, SW 1/4 �Pa 1 z`�' 2 30 .507 AC. 90.02'� �j N_1'20:OY'W 109.86' N 88'40'00"E \04' •A .' i A 9p�� 1 9p0� o o 11.787 AC. in P.O.B. PAR. 1 P.O.C. PAR. 2 z f /%J 900.07' ' 420.08' u 89-06-36' r 132015, 34 6 C/L AVENUE 60 PREPARED UNDER THE SUPERVISION OF: PO LYaAAk id 1 6 CHRIS J. BERGA, L.S. 6 88 AT EXP. 12/31/05 M 0 R S E 76-900 Avenue 47 Suite 208 La Qulnta, CA 92253 D 0 x I C H Voice: 760-771-4013 RILANKMERSEIGINEERS FAX: 760-771-4073 S C H U L T q mMaWhtaOntlexn.ullMq.nel SURVEYORS I 4 M I 43.415 AC. N b NOTE: SEE IDErAIL 0 NEW LOT UNEII I z 1225.38' N 89'00'39" E 1318.63' 20 N z SCALE 1"=400' O CURVE DATA NO. R L 1 4743'13" 1 58.50' 48.72' 2 0'39'08" Fl982.50' 22.56' J12-31-05 LEGEND --------- EXISTING LOT LINE TO BE ADJUSTED - EXISTING LOT LINE TO REMAIN NEW LOT LINE OLD LOT NO, B NEW PARCEL NO. LOT LINE ADJUSTMENT NO. 2005-446 CITY OF LA QUINTA EXHIBIT "B POR. OF SEC. 26, T 6 S, LOT LINE ADJUSTMENT NO. 2005-446 1 -4- 771.85' - Lu N N 1'03'50'W 105.46' PAR. C ollo S -1/2, N 12, NW 1/4, SW 14 N RPD 56' 10" R 7 E, S.B.M. SEE SHT. 1 545.63' o N 88 56' 10" E 71.65' Op �y0 RAD N 1'03'50"W 35.00' S0 5• ��� N 84'54'25''E RAD-PCC o 1 N gg 56' 10 E 69.92 O O �a 2 'p,00 O� Q 6 PAR, B S -1/2, NW -1/4, SW 1/4 Q CURVE TABLE No. DELTA RADIUS LENGTH 1 94'01'45" 23.50' 38.57' 2 6'46'48" 982.50' 116.26' 3 10948'33" 10.00' 17.60' 4 4703'50" 294.00' 241.50' 5 90`00'00" 10.00' 15.71' 6 9900'00" 23.50' 36.91' 7 6'42'43" 382.50' 44.81' 8 21'41'21" 267.50' 101.26' 9 68'18'39" 10.00' 11.92' 10 1'43114" 1017.50' 30.56' PREPARED UNDER THE SUPERVISION OF: LJ� B a4t Id til I b CHRIS J. BERIVI, L.S. 618 DAT EXP. 12/31/05 SHEET 2 OF 2 SHEETS PAR, D NE -1/4, SW 14 -J 'L 43.41 AC. N 46'00'00" E 73.25' N 32'42'09"E 61.65' N 41'36'13'E 60.18' 57.048 AC. N 46'00'00"E 120.00' IN 44'00'00"W 110.00' N 29'34'45"W 36.14' 6 N 44'00'W'W 12.44' I a RAD N 24' 18'39" E N 46'00'00'E 2.34' N 921'39"W 138.27' 1225.38' SCALE 1" =200' N 89'00'39" E 1318.63' PAR, A SEE I SHT. 1 N Lu `'" s LEGEND J. eFpGP� - - - -EXISTING LOT LINE: TO BE ADJUSTED C' z EXISTING LOT LINE: TO REMAIN L.S. 6588 NEW LOT LINE * Exp. 12-31-05 * OLD LOT NO. \�'4ln �rCLS��P B NEW PARCEL NO. N 0 R S E 78-900 Avenue 47 Sups 208 Lo 0uhtG, CA 92253 G 0 X I C H Voice: 760-771-4013 W'' FAX: 760-771-4073 S C H U L T ZPLAN GIN E E R S 5U R VE Y0 R5 LOT LINE ADJUSTMENT NO. 2005-446 CITY OF LA QUINTA I:\63100\LLA-BASE.DWG 1 City of LNQuinta FINMCE Community Development Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 APPLICATION FOR LOT LINE ADJUSTMENT OFFICE USE ONLY Case No.... , O: Date Recvd. D a 4 b)5 Fee: *a Sy Related ADUS: . Logged in 2 6.200 5 AN ylN LOT LINE ADJUSTMENT applications are reviewed and approved by the Community Developinr pursuant to Chapter 13.32 of the Subdivision Regulations. The purpose of the review is to allow reconfiguralrbtt of two or more adjoining lots into sizes or shapes appropriate for desired uses and in compliance with Municipal Code requirements. WK-W L_-VI KI(:�,t MAILING ADDRESS ��'�� Dc�%rG-4r1 �jUlf� 20¢j PhoneNo:(r]iDO�rlr7l-401�j CITY, STATE, ZIP LAi QUIhITAc . CA �1.aa-53 Fax No. (a0 1- *Owner "A"Name: C-x- ynn<toV�ol&1(,Ooth + M0Wkoe: (�L 1"nl�2Sr I-.LG Address: 2995 UJ000511XE. FlOA Q , SUITE 400 l.t)t00 !2Lk2f eA 94-002 Phone r2G) -23� (city) (State) (Zip) *Owner "B" Name: N1014RM P.42fa1rR5, L.l-C, {9�Sl1�Gvr (i1i tOlva- Phone:((�j50,� (City) (State) (Zip) *Owner "C" Name:'V_ tAAVtAAC 4t5R / (QO"— 1� MOMROE (�AfLI—i.1V—IQ 5, LLG Phone. (D 0) CJ - 756 C2 *Attach sheet for additional owners PROPERTY DATA Property A: Assessor's Parcel Number: (7(04- - D-4 0- 004- Street Address (if any): ktogg Property B: Assessor's Parcel Number: q(al - Street Address (if any): 014G Property C: Assessor's Parcel Number: r% - t90"> Street Address (if any): Q&"e DESCRIPTION OF ADJUSTMENT REQUESTED: Sul i/d. oC Swt/4 ( PARcei- ') • v'4.IE 5 ro 1,u T- l_%1.4E'S aim A 16:LLA 1-7/16197 Appvd 2/2000 cdi r ter, City of L uinta FINA"CF Revenue CodeCommunity Development Department 3 9 OFFICE usF ONLY °Fao. 78-495 Calle Tampico Case No. La Quinta, California 92253 Date Recvd. (760) 777-7125 FAX: (760) 777-1233 Fee: Related Apps:_ Logged in APPLICATION FOR LOT LINE ADJUSTMENT APPROVAL LOT LINE ADJUSTMENT applications are reviewed and approved by the Community Development Director pursuant to Chapter 13.32 of the Subdivision Regulations. The purpose of the review is to allow reconfiguration of two or more adjoining lots into sizes or shapes appropriate for desired uses and in compliance with Municipal Code requirements. APPLICANT NA0S C—c;�C.,—I)I_-r MAILING ADDRESS CITY, STATE, ZIP PROPERTY OWNERS C *Owner`WPName:_ Address: M4%CA 2 /( C4` MON12f.1r `PaY�-14[ER' , LI,G Phone: (FJ — (State) (Zip) Ph e: % .... I., .,, uuu,uullal owners PROPERTY DATA Prope�y*- Q: Assessor's Parcel Number: Street Address (if any): ► 2214E Pr9perf3'-l�.—Assesse�'s-Parcel-I+Iatt�ar; DESCRIPTION OF ADJUSTMENT REQUESTED: StE Sufi- L z A 16:LLA 1-7116/97 Appvd 2/2000 cdi FOR REQUEST: ADLV-1 Lot t u lES P tW6CIJ ilk 5 � t/4 W r�4 �Pn L A') , Or- SEC.'tI.ON a(o , TpWt46�"P Cc SW1N . Pm -AC ri EAST, S41 Px-5' Rr20.t0 PiA5 AKO MERrOt/xt l . APPLICABILITY The following criteria must be met to approve a lot line adjustment: ❑ The adjustment shall not create a greater number of parcels than originally existed. O The resulting parcels shall conform with City Zoning and Building Codes. ❑ The adjustment shall not cause existing uses or improvements of the property to be out of compliance with any provision of the City Codes. MINIMUM S iBMISSTON REQUI FR _M_ENTS_ ❑ Existing grant deeds or title reports for all affected parcels. ❑ An acceptable legal description of each existing parcel and a metes and bounds description of each new parcel proposed. ❑ Closing calculations for each new parcel proposed. O Original, unrecorded Grant Deeds for each new parcel with the following: ❑ State on the Grant Deed when all affected parcels are under one ownership. GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged Owner A hereby GRANTS to Owner A the real property in the City of La Quinta County of Riverside State of California, described as (Property Description) See Exhibits A and B attached hereto and by reference made a part hereof. NOTE: This grant deed implements the revised lot configurations pursuant to Line Line Adjustment _- as approved by the City of La Quinta. All property subject to this lot line adjustment is owned by a single entity, hence ownership conveyance is a nonessential secondary function of this deed. The primary function of the deed is to provide constructive notice of the revised lot configurations pursuant to Government Code Section 66412 (d), and to perfect the intent of the Lot Line Adjustment _ as approved. ❑ State on Grant Deed when affected parcels are under multiple ownership: GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Owner A hereby GRANTS to Owner B the real property in the City of La Quinta County of Riverside State of California, described as (Property Description) that portion of land in Lot A which is overlaid by the reconfigured shape of Lot B pursuant to L.LA _- approved by the City of La Quints. The reconfigured lots are described in Exhibits A and B attached hereto and made a part hereof. NOTE: This grant deed perfects the intent of Lot Line Adjustment = as approved by the City of La Quints. A16:LLA 1-7/16/97 Appvd 2/2000 cdi GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Owner B hereby GRANTS to Owner A the real property in the City of La Quinta County of Riverside State of California, described as (Property Description) that portion of land in Lot B which is overlaid by the reconfigured shape of Lot A pursuant to' LLA approved by the City of La Quinta. The reconfigured lots are described in Exhibits A and B attached hereto and made a part hereof. NOTE: This grant deed perfects the intent of Lot Line Adjustment _-_ as approved by the City of La Quinta. ❑ Attached to the Grant Deeds shall be Exhibits A and B, a metes and bounds legal description of the new parcels and a plat (8'/z" x 11 ") of the new parcels, respectively (see attached sample Exhibits A and B). ❑ If structures or other improvements exist on the affected parcel(s), provide separate plot plan showing dimensioned, location in relation to new property lines. ❑ Filing fee for Lot Line Adjustment. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. If the nunber of lots adjusted exceeds two, then a Public Works Department plan check fee of $50.00 per lot (over two lots) shall be paid in addition to Lot Line Adjustment fee. '1 'i • i' S•' S' i' 'i O• 'i' •• •i t'V 4 V ••J '•i' J O ✓ ✓ •••' ''O 4 • Y 4' JJ 'I i' Ji' V 'i' 'O d '•J + ••' '••' SIGNATURE OF APPLICANT DATE (O—Ig—OS NAME OF APPLICANT (Print) SIGNATURE OF PROPERTY OWNER "A" n IF NOT SAME AS APPLICANT.�, DATE 1v 11ZS a'l NAME OF OWNER ✓ Iz-her Sc ur tacht/ DATE (Print) SIGNATURE OF PROPERTY OWNER `V' IF NOT SAME AS APPLIC T: NAME OF (Print) SIGNATURE OF PROPERTY OWNER "C" IF NOT SAME AS APPLICANT: ✓ NAME OF OWNER �ar ( Sc 4+aJw (Print) _ DATE, DATE 1�7 f / � DATE to S o DATE ✓' z s/ OS -- (Separate written authority by owner to submit application may be provided) I hereby certify that all information contained in this application, including all plans and materials required by the City's application submission requirements, is, to the best of my knowledge, true and correct. FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION I hereby grant the City authority to enter onto the property to conduct site inspections and to post required public notices. A16:LLA 1-7/16/97 Appvd 2/2000 cdi GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Owner B hereby GRANTS to Owner A the real property in the City of La Quinta County of Riverside State of California, described as (Property Description) that portion of land in Lot B which is overlaid by, the reconfigured shape of Lot A pursuant to LLA approved by the City of La Quinta. The reconfigured lots are described in Exhibits A and B attached hereto and made a part hereof. NOTE: This grant deed perfects the intent of Lot Line Adjustment _ _ as approved by the City of La Quints. ❑ Attached to the Grant Deeds shall be Exhibits A and B, a metes and bounds legal description of the new parcels and a plat (8%" x 11 ") of the new parcels, respectively (see attached sample Exhibits A and B). ❑ If structures or other improvements exist on the affected parcel(s), provide separate plot plan showing dimensioned. location in relation to new property lines. ❑ Filing fee for Lot Line Adjustment. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. If the nunber of lots adjusted exceeds two, then a Public Works Department plan check fee of $50.00 per lot (over two lots) shall be paid in addition to Lot Line Adjustment fee. l i• N 'i' i• V M+ i i• i' •�i' 'i 0 'i •, 'i J 'i' '•i' 'J J• J P O J J J J• J J J• ••J • .• J J� J J J J J J J� J J� J J J •. SIGNATURE OF APPLICANT v 22%z Gt�J /u� DATE 1Q_[ cry NAME OF APPLICANT 2 4eLiu r- 5 V t T[nl - (Print) U SIGNATURE OF. PROPERTY OWNER ` r rJ IF NOT SAME AS APPLICANT: �G t/\(/ 5 DATE ✓ j e 2s pr NAME OF OWNER ✓ r-. -De, LidM c}1� (Print) DATE 1 2 0 EItAIT: I(Separate written authority by owner to submit application may be provided) I hereby certify that all information contained in this application, including all plans and materials required by the City s application submission requirements, is, to the best of my knowledge, true and correct. FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. I hereby grant the City authority to enter onto the property to conduct site inspections and to post required public notices. A16:LLA 1-7/16/97 Appvd 2/2000 cdi • Reeoaptao Reouesnan ® d. � sw .9. CHIMM nn THIS MO W mor I1 1"m nlen am wt taa rlmraW it. Neese r5G{ulAAcuQZ �rElzEsts, �� � Ads,,. �995 WOOVSI,Oe Izaav # 400 WogxLDEtCA. 940(0?- N�. r � WM AOYM 8YM L bM Ss I . ,mYSnDt' _ SPACE MOVE THIS LINE FORRECORDER's USE GRANT DEED THE UNDERSIGNED GRANTORS) DECLARE(S) DOCUMENTARY TRANSFER TAX is p computed on lull value of property conveyed, or ❑ computed on full valueless value of liens or encumbrances remaining at time of sale. p unincorporated area [3 city of AND FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, SC:44L) /(cbL14 � MoAq-or✓ p�R-rfLG�RS LLG hereby GRANT(s) to the following described real property in the C tTY o F L-A Q0 (LLTA Counryof RI%jepcnDE . State of California: - MIC;r DG-102 C?.)R5uA-f4T -To LfJI"LWE o�TilSTr�GNi N0. a005- RS M'PzOv�o gY rl{-E GtTY OF- L.4 au "TA ot.t "�:�Ci+t(1✓LT �� A-Lf/�GLiGr� /ka.D MADE /k PST 1-Fevz�To STATE OF CALIFORNIA as, COUNTY OF 17 On MIT day of in IM year belore me. the undersigned, a Notary Public in and lot said Sure. personally ❑ personally known to me p proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to this Instrument, and acknowl. edged to me that he (she or they) executed IL unvo uou� .0 ...n w ...n ...,. nSw .,.. 1. .rua...er.n.r ...a 0 y z f�. .yorr+t Engineering Plan Check Application and Fee Lot Line Adjustment Project: Development Identification Number: Map/Plans Surveyor's Ch?�kine Fee CITY ACCOUNT INFORMATION 101-000-443-318 Date: 1 O- LJ -C?r�' $50 x 4 Lots Total Fee 9z rI ffim APPLICANT INFORMATION PERSON WNO IS RESPONSRILE MR PLAN CHECK ADMINISTRATIVE DlMM ENNGINEERR•IN�G FIRAVPERSOON/RESPONSWLEMRP>REPARINIGPPLANSTIAPS: N % CONSUL�rICa .�'AI'RMFWI _ NAME OFf9M rnr nAW m cm nAn m (�lbo�7n�—a-ol3 (�►�oJ�nd-g�o'�3 T�IN+F� FAY 1LDNONE FAt CRY STAFF DATE 78-495 Calle Tampico • P.O. Box 1504 • La Quinta, CA 92253 • (619) 777-7075 • (Fax) 777,-71gg yt.- a� G:IPWDE rn S\FORNISf .WPD SCHUMACH 2995 WOODSIDE WOODSIDE,. CA' I PAY - TO THE Ci[ Of l ORDER OF Y S f. Four Hundred Fifty and 00/IQO:••y»•++;r.+••++•+•.tea*+•+w++++++++w*+*+r+•+*•••*++.++»+i!tt**+r****e•:+iw:•+•+++.t+a,** DOLLARS SCHUMACHER INTERESTS, INC. City of La Quinta Permits & Fees 5951 4/10/2005 Lot Line Adjustment Application 450.00 GGB - 3009420 Lot Line Adjustment Application 450.00 78.900 Avenue 47, Ste. 208 La Quinta, CA 92253 VOICE: 760.771-4013 FAX: 760-7714073 E-MAIL: mtlslaauinta2mcisconsulting.net NO. OF ITEMS: DESCRIPTION: ., ..,___ TD A AICAAITTAI To: City of La Quinta, Community Dev. Date: October 26, 2005 Address: 78-495 Calle Tampico Job #: 631-00 La Quinta, CA 92253 Attention: Douglas R. Evans, Director Subject: Lot Line Adjustment From: Victor Villeneuve cc: file 1 Ea Original - City of La Quinta Application for Lot Line Adjustment 1 Ea Check No. 5951 in the amount of $450.00 payable to City of La Quinta for checking fees 1 Ea Co - Preliminary Title Report 2 Ea Bond - "Exhibit X legal description, "Exhibit B" depiction for Lot Line Adjustment 2 Ea Co - Traverse and Closure Calculations for Lot Line Adjustment 1 Ea Grant Deed for recordation upon approval of Lot Line Adjustment THE ABOVE ITEMS ARE SUBMITTED: r AT YOUR REQUEST !- FORYOUR REVIEW r— FOR YOUR FILES FV FORYOURAPPROVAL F— FOR YOUR USE I FOR YOUR INFO THE ABOVE ITEMS ARE TRANSMITTED: FV HS;EWITH VIA DELIVERY UNDER SEPARATE COVER MESSAGE: li OCT 2'.;; 2005 IIJ G0.6YIUNI / OFVELpPnt6!�T r FP,4RTldfD1T RECORDING REOUESTIO Sy 2 a C- Ye Wen nesuo SAN me am an arms sneretas ores MEW SIR tY IrAIIWnr IN RMy r�sp�IiuiulaztERG5t5,� eaaw"li WDODStCE IZCIA�p f# 4op Wo0l?61,P0, CA. `i40(,oa- I- .J- NYN r- -------- >ssal AM. or,a L J ylsY leM as _ now.. SPACE ABOVE THIS FINE FOR RECORDER'S USS GRANT DEED THE UNDERSIGNED GRANTORS) DECLARES) DOCUMENTARY TRANSFER TAX Is ❑ computed on full value of property conveyed, or ❑ computed on full valueless value of liens or encumbrances remaining at time of sale. Q unincorporated area p city of AND FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, scHLlrtac-t.{C-2 /Coo+M f�' Mcrta©>✓ pA-rLrl�l�T2S, L.l.c hereby GRANT(s) to SctAuM FW-fz / (C - 4 t4oly Pop- P rLcrzs t u� the following described real property in the G tTY O F L-A c. U I NTA CO0^Q'°f (21VE(Z,61 CrE , State of California: �LVIS &'RANT veer2 LS g11t�7 f2Z.00ar oo i-JRSUA-NT- -1-0 I-OT-LIKIE AfDTUSTMeNT- No. ;LO05 A�i �ppaover� �Y TL}g cITYoF /kRUtnLTA oN a005. ; >- iK4i3fT Ate" AtT n A,,+9 MACE Ax F^lp-T Ta STATE OF CALIFORNIA COUNTY OF On this day of in the year before me. the undersigned, a Notary Public in and for said Slate, pm.onslly ❑ personally known to me - —' a proved to me On Ins basis of satisfactory evidence to be the person whose name Is subscribed 11 this Inslromam. and acknowl. edged to me that he (she or they) eaeculed It. uno...n., �r ry ,.n a e.m e..n flab ,rw Iw emei,l neutl.....n Community Development . P.O. BOX 1504 - LA QUINTA, CA 92247 PH:760-777-7125 FAX:760-777-1233 TRANSMITTAL MEMO ❑ ENGINEERING / PUBLIC WORKS DEPARTMENT ❑ COMMUNITY DEVELOPMENT DEPARTMENT FROM: Andrew J. Mogensen, Associate Planner (760-777-7068) DATE: NOVEMBER 2, 2005 APPLICANTS: MDS Consulting CASE(S): LLA 05-446 LOCATION/SITE: 3 parcel lot line adjustment at 60" and Monroe, 764-240-002, -00:3, -004 PROJECT: Lot Line Adjustment 2005-445 DESCRIPTION: The applicant is proposing to modify the shape of the lots. They have requested expedited processing on this request. Attached is the lot line adjustment information submitted by the project Proponent. Subdivision Ordinance Section 13.32 applies to lot line requests. Please review and provide any comments you may have on this proposal by November 10", 2005 via mail, courier, fax to (760) 777-1233, or email to amogensen@la-quinta.orq . If you have any questions, please contact me at (760) 777-7068. PLEASE REVIEW AND RESPOND TO THIS PROPOSAL NO LATER THAN: November 10", 2005. Attachments: LLA 05-446 P:\Andy's\Lot Line Adjustments\LLA Agency Transmittal.doc EXI41BIT "A POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 PARCEL I SHEET 1 OF 4 SHEETS A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 26, THENCE NORTH 00'13'39" WEST ALONG THE WESTERLY LINE OF SAID SECTION 26, A DISTANCE OF 570.58 FEET, THENCE EASTERLY LEAVING SAID WESTERLY LINE, NORTH 8940'00' EAST, A DISTANCE OF 889.04 FEET; THENCE SOUTH 01'20'00" EAST, A DISTANCE OF 577.44 FEET TO THE SOUTHERLY LINE OF SAID SECTION 26; THENCE WESTERLY ALONG SAID SOUTHERLY LINE, SOUTH 89'06'38" WEST, A DISTANCE OF 900.07 FEET TO THE POINT OF BEGINNING. SAID PARCEL 1 CONTAINS 11.787 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "Ir ATTACHED HERETO AND MADE A PART HEREOF. PARCEL 2 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 26, THENCE NORTH 00'13'39" WEST, ALONG THE WESTERLY LINE OF SAID SECTION 26, A DISTANCE OF 570.58 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTHERLY, CONTINUING ALONG SAID WESTERLY LINE, NORTH 0913'39" WEST, A DISTANCE OF 1758.16 FEET TO THE NORTHWESTERLY CORNER OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER, NORTH 8656'10" EAST, A DISTANCE OF 771.85 FEET; THENCE SOUTHERLY, LEAVING SAID NORTHERLY LINE, SOUTH 01'03'50" EAST, A DISTANCE OF 105.46 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1017.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 0747'04" WEST; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01'43'14" AN ARC LENGTH OF 30.56 FEET; THENCE EASTERLY, TANGENT TO SAID CURVE, NORTH 8656'10' EAST, A DISTANCE OF 71.65 FEET; THENCE SOUTH 01'03'50" EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 01'03'50" WEST; THENCE WESTERLY AND SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 94'01'45" AN ARC LENGTH OF 38.57 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE EASTERLY HAVING A RADIUS OF 982.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 84'54'25" WEST; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 0646'48" AN ARC DISTANCE OF 116.26 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 78'07'37" WEST; THENCE NORTHERLY AND EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 100'48'33" AN ARC DISTANCE OF 17.60 FEET; THENCE EASTERLY, TANGENT TO SAID LAST CURVE, NORTH 88'56'10" EAST, A DISTANCE OF 69.92 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 294.00 FEET; THENCE EASTERLY ALONG SAID LAST TANGENT CURVE THROUGH A CENTRAL ANGLE OF 47'03'50" AN ARC LENGTH OF 241.50 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 13.43 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 10.00 FEET; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'00'00" AN ARC LENGTH OF 15.71 FEET; THENCE NORTHEASTERLY TANGENT TO SAID LAST CURVE, NORTH 46'00'00" EAST, A DISTANCE OF 115.00 FEET; THENCE SOUTH 44'00'00" EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF' 23.50 FEET; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 9900'00" AN ARC LENGTH OF 36.91 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 109.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 382.50 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 06'42'43" AN ARC LENGTH OF 44.81 FEET; THENCE SOUTH 4600'00" WEST, A DISTANCE OF 73.25 ,FEET; THENCE SOUTH 3742'09" WEST, A DISTANCE OF 61.65 FEET; THENCE SOUTH 41'36'13" WEST, A DISTANCE OF 60.18 FEET; CONTINUED ON PAGE 2 )EXHIBIT 79A SHEET 2 OF 4 SHEETS POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 THENCE SOUTH 4600'00" WEST, A DISTANCE OF 120.00 FEET; THENCE SOUTH 44'00'00" EAST, A DISTANCE OF 110.00 FEET; THENCE SOUTH 29'34'45" EAST, A DISTANCE OF 36.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 44'00'0(i' WEST; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'00100" AN ARC DISTANCE OF 36.91 FEET; THENCE SOUTHEASTERLY, TANGENT TO SAID LAST CURVE, SOUTH 44'OO'00" EAST, A DISTANCE OF 12.44 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 267.50 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 21'41'21" AN ARC DISTANCE OF 101.26 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 24'18'39" EAST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 6918'39" AN ARC DISTANCE OF 11.92 FEET; THENCE SOUTHWESTERLY, TANGENT TO SAID LAST CURVE, SOUTH 46'00'00" WEST, A DISTANCE OF 2.34 FEET; THENCE SOUTH 00'21'39" EAST, A DISTANCE OF 138.27 FEET TO THE SOUTHERLY LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION SECTION 26; THENCE WESTERLY ALONG SAID SOUTHERLY LINE, SOUTH 89'00'39" WEST, A DISTANCE OF 93.24 FEET TO THE EASTERLY LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTHERLY, ALONG SAID EASTERLY LINE, SOUTH 0917'39" EAST, A DISTANCE OF 1332.98 FEET TO THE SOUTHERLY LINE OF SAID SOUTHWESTERLY QUARTER OF THE SOUTHWESTERLY QUARTER OF SECTION 26; THENCE WESTERLY ALONG SAID LAST SOUTHERLY LINE, SOUTH 89'06'38" WEST, A DISTANCE OF 420.08 FEET TO THE EASTERLY LINE OF PARCEL 1 HEREIN ABOVE DESCRIBED; THENCE NORTHERLY ALONG SAID EASTERLY LINE OF PARCEL 1, NORTH 01'20'00" WEST, A DISTANCE OF 577.44 FEET TO THE NORTHERLY LINE OF SAID PARCEL 1; THENCE WESTERLY, ALONG SAID LAST NORTHERLY LINE, SOUTH 8940'00" WEST, A DISTANCE OF 595.02 FEET; THENCE NORTHERLY, LEAVING SAID LAST NORTHERLY LINE, NORTH 01'20'00" WEST, A DISTANCE OF 109.86 FEET TO A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1982.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 06'34'46" WEST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 0(739'08" AND AN ARC DISTANCE OF 22.56 FEET TO A TANGENT REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 58.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 07'13'54" EAST, THENCE WESTERLY, ALONG SAID LAST CURVE, THROUGH A CENTRAL ANGLE OF 4743'13" AND AN ARC DISTANCE OF 48.72 FEET; THENCE SOUTHWESTERLY, RADIAL TO SAID LAST CURVE, SOUTH 4929'19" WEST, A DISTANCE OF 20.00 FEET; THENCE SOUTH 88'40'00" WEST, A DISTANCE OF 121.12 FEET TO A LINE THAT IS PARALLEL WITH AND 90.00 FEET EASTERLY OF SAID WESTERLY LINE OF SECTION 26; THENCE SOUTHERLY, ALONG SAID PARALLEL LINE, SOUTH 00'1319" EAST, A DISTANCE OF 107.38 FEET TO SAID NORTHERLY LINE OF PARCEL 1; THENCE WESTERLY, ALONG SAID NORTHERLY LINE OF PARCEL 1, SOUTH 88'4O'00" WEST, A DISTANCE OF 90.02 FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL 2 CONTAINS 55.210 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL 3 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEASTERLY CORNER OF SAID PARCEL 1, HEREIN ABOVE DESCRIBED; THENCE WESTERLY ALONG THE NORTHERLY LINE OF SAID PARCEL 1, SOUTH 88'40'00" WEST, A DISTANCE OF 595.02 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTHERLY, LEAVING SAID NORTHERLY LINE, NORTH 01'20'00" WEST, A DISTANCE OF 109.86 FELT TO A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1982.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 06'34'46" WEST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 0939'08" AND AN ARC DISTANCE OF 22.56 FEET TO A TANGENT REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 58.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 0T13'54" EAST, THENCE WESTERLY, ALONG SAID LAST CURVE, THROUGH A CENTRAL ANGLE OF 47'43'13" AND AN ARC DISTANCE OF 48.72 FEET; THENCE SOUTHWESTERLY, RADIAL TO SAID LAST CURVE, SOUTH 40'29'19" WEST, A DISTANCE OF 20.00 FEET; THENCE SOUTH 8940'00" WEST, A DISTANCE OF 121.12 FEET TO A LINE THAT IS PARALLEL WITH AND 90.00 FEET EASTERLY OF SAID WESTERLY LINE OF SECTION 26; THENCE SOUTHERLY, ALONG SAID PARALLEL LINE, SOUTH 00'13'39" EAST, A DISTANCE OF 107.38 FEET TO SAID NORTHERLY LINE OF PARCEL 1; THENCE EASTERLY, ALONG SAID NORTHERLY LINE OF PARCEL 1, NORTH 88'40'00" EAST, A DISTANCE OF 204.00 FEET TO THE TRUE POINT OF BEGINNING. CONTINUED ON PAGE 3 EXHIBIT f9A POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 SAID PARCEL 3 CONTAINS 0.507 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL 4 SHEET 3 OF 4 SHEETS A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWESTERLY CORNER OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER, NORTH 8956'10" EAST, A DISTANCE OF 771.85 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTHERLY, LEAVING SAID NORTHERLY LINE, SOUTH 01'03'50" EAST, A DISTANCE OF 105.46 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1017.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 0747'04" WEST; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01'43'14" AN ARC LENGTH OF 30.55 FEET; THENCE EASTERLY, TANGENT TO SAID CURVE, NORTH 8956-10' EAST, A DISTANCE OF 71.65 FEET; THENCE SOUTH 01'03'50" EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 01'03'50" WEST; THENCE WESTERLY AND SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 901'45" AN ARC LENGTH OF 38.57 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE EASTERLY HAVING A RADIUS OF 982.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 84'54'25" WEST; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF O6'46'48" AN ARC DISTANCE OF 116.26 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 78'07'37" WEST; THENCE NORTHERLY AND EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 10948'33" AN ARC DISTANCE OF 17.60 FEET; THENCE EASTERLY, TANGENT TO SAID LAST CURVE, NORTH 88'56'10" EAST, A DISTANCE OF 69.92 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 294.00 FEET; THENCE EASTERLY ALONG SAID LAST TANGENT CURVE THROUGH A CENTRAL ANGLE OF 4703'50" AN ARC LENGTH OF 241.50 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" FAST, A DISTANCE OF 13.43 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 10.00 FEET; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 9900'00" AN ARC LENGTH OF 15.71 FEET; THENCE NORTHEASTERLY TANGENT TO SAID LAST CURVE, NORTH 46'00'00" EAST, A DISTANCE OF 115.00 FEET; THENCE SOUTH 44'OO'OO" EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 23.50 FEET; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'00'00" AN ARC LENGTH OF 36.91 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 44 00'00" EAST, A DISTANCE OF 109.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 382.50 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF O6'42'43" AN ARC LENGTH OF 44.81 FEET; THENCE SOUTH 4600'00" WEST, A DISTANCE OF 73.25 FEET; THENCE SOUTH 3742'09" WEST, A DISTANCE OF 61.65 FEET; THENCE SOUTH 41'36'13" WEST, A DISTANCE OF 60.18 FEET; THENCE SOUTH 46'00'00" WEST, A DISTANCE OF 120.00 FEET; THENCE SOUTH 44'00'OT EAST, A DISTANCE OF 110.00 FEET; THENCE SOUTH 2T34'45" EAST, A DISTANCE OF 36.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 44'00'00" WEST; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 9900'00" AN ARC DISTANCE OF 36.91 FEET; THENCE SOUTHEASTERLY, TANGENT TO SAID LAST CURVE, SOUTH 400'00" EAST, A DISTANCE OF 12.44 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 267.50 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 21'41'21" AN ARC DISTANCE OF 101.26 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 24'18'39" EAST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 6E1'18'39" AN ARC DISTANCE OF 11.92 FEET; THENCE SOUTHWESTERLY, TANGENT TO SAID LAST CURVE, SOUTH 46'00'OT WEST, A DISTANCE OF 2.34 FEET; THENCE SOUTH 00'21'39" EAST, A DISTANCE OF 138.27 FEET TO THE SOUTHERLY LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION SECTION 26; THENCE EASTERLY ALONG SAID SOUTHERLY LINE, NORTH 89'00'39" EAST, A DISTANCE OF 1225.38 FEET TO THE EASTERLY LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTHERLY, ALONG SAID EASTERLY LINE, NORTH 00'21'35' WEST, A DISTANCE OF CONTINUED ON PAGE 4 I:\63100\LLA-BASE.DWG 1 EXHIBIT "A POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 SHEET 4 OF 4 SHEETS 1335.26 FEET TO THE ALONG SAID LAST NORTHERLY LINE SOU H 88'54'40" RLY LINE OFIWEST,,RTHEAST A DISTANCE�OFR131710QUFEFEETTHWEST TO THEQWESTERLYTLNECOF SAIDRLY NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; HENCE SOUTHERLY ALONG SAID LAST WESTERLY LINE, SOUTH 00'17'39" EAST, A DISTANCE OF 333,25 FEET TO SAID NORTHERLY LINE OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE WESTERLY ALONG SAID LAST NORTHERLY LINE, SOUTH 88'56'10" WEST, A DISTANCE OF 545.63 FEET TO HE TRUE POINT OF BEGINNING. SAID PARCEL 4 CONTAINS 43.415 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "Y' ATTACHED HERETO AND MADE A PART HEREOF. PREPARED UNDER THE SUPERVISION OF: aU12-318-0; p � 14 -1 �*CHRIS J. BER , L.S. 6 88 D T EXP. 12/31/05/ EXI41B IT 99B POR. OF SEC. 26, T 6 LOT LINE ADJUSTMENT NO. 2005-446 S, R 7 E, S.B.M. N 917'39"W 333.25' SHEET 1 OF 2 SHEETS 771.85' 545.63' PAr�� r l r i PARCEL J 1/2, ��J 1/2 ��l�i�l 1/4, W 1/ f ; J�Jr 1/ f \i�l 11% ----------------- i 3 o 1 43.415 AC. PARR r L 5 SEE DETAIL b LLJ S 1/2 l\l�l�i 1/�f, S�l�I 1/�f 'I'NOTE: EW LOT LINH z N0. 2 2 1 w p ^ OD1225.38' 55.210 AC. 93.24' Z cMv ----- No o_—_------- N 89'00'39° E 1318.63' 1tt-ga M 3 w �� 11Z o 0 PArCrL A Z .2 <r 1 � ski Z 00 0 ?6' ��i�l 1/%, ��i�l -1/4 °O Yn 30.507 AC. 90.02',�, ,—N 1'20'00'W 109.86' 3 ' N 88'40'00"E \B89..�(4' Oao o C. 11.787 AC. o ^r3 P.O.B. PAR. 1 - ( P.O.C. PAR. 2 z f )J 900.07' 420.08' i1 35 C�L AVENUE 3\o f NPR l PREPARED UNDER THE SUPERVISION OF: �5 t4__ld t A CHRI J. BL.S. 6 8 DATE' EXP. 12/31/05 0 R 5 E 78-900 Avenue 47 Suite 208 LaOulnla, CA 9225JVolce:760-771-4013FAX: 0 K C N MPLANNERSENGINEERS 760-771-4073 C H U L i i SURVEYORS z SCALE 1"=400' Q CURVE DATA NO. A R L 1 T743'13" 58.50' 48.72' 2 939'08" 1982.50' 22.56' JJ12-31-05 LEGEND --------" EXISTING LOT LINE: TO BE ADJUSTED •EXISTING LOT LINE: TO REMAIN NEW LOT LINE OLD LOT NO. B NEW PARCEL NO. LOT LINE ADJUSTMENT NO. 2005-446 CITY OF LA QUINTA EXHIBIT " POR. OF SEC. 26, T 6 S, LOT LINE ADJUSTMENT NO. 2005-446 R 7 E, S.B.M. SEE SHT. 1 17 t(D N r7 z I N 88'56'10" E 1317.48' 771.85' 1 N 1'03'50"W 105.46' PAR, C 5 1/2, N J/2, NW 1/4, SSW J/4 N R 545.b5' I O N 88'56'10'E 71.65' o RAD N 1'03'50"W 35.00' N 84'54'25'E RAD-PCC Oy>�oF op 1 N 8856'16'E 69.92' 4 3 PAR. 9 S 1/2, NW 1/4, SW/ 1/4 Q CURVE TABLE N0. DELTA RADIUS LENGTH 1 94'O1'45" 23.50' 38.57' 2 6'46'48" 982.50' 116.26' 3 OO 48'33" 10.00 17.60' 4 47'03'50" 294.00' 241.50' 5 90700100" 10.00' 15.71' 6 9900'00" 23.50' 36.91' 7 6'4243" 382.50' 44.81' 8 21'41'21" 267.50' 101.26' 9 68'18'39" 10.00' 11.92' 10 1'43"4" 1017.50' 30.56' 2 57.048 AC. SHEET 2 OF 2 SHEETS PAR, D NE 1/4, SW 1/4 4141 AC. N 4600'007E 73.25' N 32'42'09" E 61.65' 1 N 41'36'13'E 60.18' N 46'00'00"E 120.00' 44'00'00"W 110.00' j29'34'45"W 36.14' �N 44'00'00"W 12.44' RAD N 24'18'39"E N 46'00'00"E 2.34' N O'21'39"W 193.24' 138.27' 1225.38' PAR' A SEE I SHT. 1 PREPARED UNDER THE SUPERVISION OF: l5`'`v ('7 �� _ �L.S. 6588CHRIS J.BERG L.S. 658 DATTWA E C� Exp. 12-J1-05EXP. 12/31/05 r `P F rP rAl \F / R S E 78-900 Avenue 47 Suite 208 LD alma,CA9225JYOice:760-771-4013 K I C H WSE FAX: 760-771-4073 9 L T Z mdW quNtoftds o Wftnet ERS SURVEYORS "a SCALE 1"=200' N 89'00'39" E 1318.63' LEGEND - - -EXISTING LOT LINE_ TO BE ADJUSTED EXISTING LOT LINE: TO REMAIN NEW LOT LINE E3 OLD LOT NO. B NEW PARCEL NO. LOT LINE ADJUSTMENT NO. 2005-446 CITY OF LA QUINTA EXHIBIT ASHEET 1 OF 4 SHEETS POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 PARCEL 1 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 26, THENCE NORTH 00'13'39" WEST ALONG THE WESTERLY LINE OF SAID SECTION 26, A DISTANCE OF 570.58 FEET, THENCE EASTERLY LEAVING SAID WESTERLY LINE, NORTH 88'40'00" EAST, A DISTANCE OF 889.04 FEET; THENCE SOUTH 01'20'00" EAST, A DISTANCE OF 577.44 FEET TO THE SOUTHERLY LINE OF SAID SECTION 26; THENCE WESTERLY ALONG SAID SOUTHERLY LINE, SOUTH 89'06'3T WEST, A DISTANCE OF 900.07 FEET TO THE POINT OF BEGINNING. SAID PARCEL 1 CONTAINS 11.787 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "6" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL 2 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 26, THENCE NORTH 00'13'39" WEST, ALONG THE WESTERLY LINE OF SAID SECTION 26, A DISTANCE OF 570.58 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTHERLY, CONTINUING ALONG SAID WESTERLY LINE, NORTH 0913'39" WEST, A DISTANCE OF 1758.16 FEET TO THE NORTHWESTERLY CORNER OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER, NORTH 88'56'10" EAST, A DISTANCE OF 771.85 FEET; THENCE SOUTHERLY, LEAVING SAID NORTHERLY LINE, SOUTH 01'03'50" EAST, A DISTANCE OF 105.46 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1017.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 0747'04" WEST; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01'43'14" AN ARC LENGTH OF 30.56 FEET; THENCE EASTERLY, TANGENT TO SAID CURVE, NORTH 88'56'10' EAST, A DISTANCE OF 71.65 FEET; THENCE SOUTH 01'03'50" EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 01'03'50" WEST; THENCE WESTERLY AND SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 94'01'45" AN ARC LENGTH OF 38.57 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE EASTERLY HAVING A RADIUS OF 982.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 84'54'25" WEST; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 06'46'48" AN ARC DISTANCE OF 116.26 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 78'07'37' WEST; THENCE NORTHERLY AND EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 100'48'33" AN ARC DISTANCE OF 17.60 FEET; THENCE EASTERLY, TANGENT TO SAID UST CURVE, NORTH 88-56-10' EAST, A DISTANCE OF 69.92 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 294.00 FEET; THENCE EASTERLY ALONG SAID LAST TANGENT CURVE THROUGH A CENTRAL ANGLE OF 4T03'50" AN ARC LENGTH OF 241.50 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 13.43 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 10.00 FEET; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'00'00" AN ARC LENGTH OF 15.71 FEET; THENCE NORTHEASTERLY TANGENT TO SAID LAST CURVE, NORTH 46'00'00" EAST, A DISTANCE OF 115.00 FEET; THENCE SOUTH 44'00'OT EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 23.50 FEET; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 91700'OT AN ARC LENGTH OF 36.91 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 109.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 382.50 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 06'42'43" AN ARC LENGTH OF 44.81 FEET; THENCE SOUTH 46'00'00" WEST, A DISTANCE OF 73.25,FEET; THENCE SOUTH 3742'09" WEST, A DISTANCE OF 61.65 FEET; THENCE SOUTH 41'36'13" WEST, A DISTANCE OF 60.18 FEET; CONTINUED ON PAGE 2 1:\63100\LLA-BASE.DWG 10/15/05 EXHIBIT 99A SHEET 2 OF 4 SHEETS POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 THENCE SOUTH 46'00'00" WEST, A DISTANCE OF 120.00 FEET; THENCE SOUTH 400'00" EAST, A DISTANCE OF 110.00 FEET; THENCE SOUTH 2934'45" EAST, A DISTANCE OF 36.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 44'00'00" WEST; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90`00'00" AN ARC DISTANCE OF 36.91 FEET; THENCE SOUTHEASTERLY, TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 12.44 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 267.50 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 21'41'21" AN ARC DISTANCE OF 101.26 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 24'18'39" EAST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 6918'39" AN ARC DISTANCE OF 11.92 FEET, THENCE SOUTHWESTERLY, TANGENT TO SAID LAST CURVE, SOUTH 46'00'00" WEST, A DISTANCE OF 2.34 FEET; THENCE SOUTH 00'21'39" EAST, A DISTANCE OF 138.27 FEET TO THE SOUTHERLY LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION SECTION 26; THENCE WESTERLY ALONG SAID SOUTHERLY LINE, SOUTH 89'00'39" WEST, A DISTANCE OF 93.24 FEET TO THE EASTERLY LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTHERLY, ALONG SAID EASTERLY LINE, SOUTH 0917'39" EAST, A DISTANCE OF 1332.98 FEET TO THE SOUTHERLY LINE OF SAID SOUTHWESTERLY QUARTER OF THE SOUTHWESTERLY QUARTER OF SECTION 26; THENCE WESTERLY ALONG SAID LAST SOUTHERLY LINE, SOUTH 89'06'38" WEST, A DISTANCE OF 420.08 FEET TO THE EASTERLY LINE OF PARCEL 1 HEREIN ABOVE DESCRIBED; THENCE NORTHERLY ALONG SAID EASTERLY LINE OF PARCEL 1, NORTH 01'20'00" WEST, A DISTANCE OF 577.44 FEET TO THE NORTHERLY LINE OF SAID PARCEL 1; THENCE WESTERLY, ALONG SAID LAST NORTHERLY LINE, SOUTH 88'40'00" WEST, A DISTANCE OF 595.02 FEET; THENCE NORTHERLY, LEAVING SAID LAST NORTHERLY LINE, NORTH 01'20'00" WEST, A DISTANCE OF 109.86 FEET TO A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1982.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 06'34'46" WEST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 00'39'08" AND AN ARC DISTANCE OF 22.56 FEET TO A TANGENT REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 58.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 07'13'54" EAST, THENCE WESTERLY, ALONG SAID LAST CURVE, THROUGH A CENTRAL ANGLE OF 474313" AND AN ARC DISTANCE OF 48.72 FEET; THENCE SOUTHWESTERLY, RADIAL TO SAID LAST CURVE, SOUTH 4929'19" WEST, A DISTANCE OF 20.00 FEET, THENCE SOUTH 88'40'00" WEST, A DISTANCE OF 121.12 FEET TO A LINE THAT IS PARALLEL WITH AND 90.00 FEET EASTERLY OF SAID WESTERLY LINE OF SECTION 26; THENCE SOUTHERLY, ALONG SAID PARALLEL LINE, SOUTH 00'13'39" EAST, A DISTANCE OF 107.38 FEET TO SAID NORTHERLY LINE OF PARCEL 1; THENCE WESTERLY, ALONG SAID NORTHERLY LINE OF PARCEL 1, SOUTH 88'40'00" WEST, A DISTANCE OF 90.02 FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL 2 CONTAINS 55.210 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "B' ATTACHED HERETO AND MADE A PART HEREOF. PARCEL 3 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH,.RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEASTERLY CORNER OF SAID PARCEL 1, HEREIN ABOVE DESCRIBED; THENCE WESTERLY ALONG THE NORTHERLY LINE OF SAID PARCEL 1, SOUTH 88'40'00" WEST, A DISTANCE OF 595.02 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTHERLY, LEAVING SAID NORTHERLY LINE, NORTH 01'20'00" WEST, A DISTANCE OF 109.86 FEET TO A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1982.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 06'34'46" WEST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 00'39'08" AND AN ARC DISTANCE OF 22.56 FEET TO A TANGENT REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 58.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 0713'54" EAST, THENCE WESTERLY, ALONG SAID LAST CURVE, THROUGH A CENTRAL ANGLE OF 4T43'13" AND AN ARC DISTANCE OF 48.72 FEET; THENCE SOUTHWESTERLY, RADIAL TO SAID LAST CURVE, SOUTH 40'29'19" WEST, A DISTANCE OF 20.00 FEET; THENCE SOUTH 88'40'00" WEST, A DISTANCE OF 121.12 FEET TO A LINE THAT IS PARALLEL WITH AND 90.00 FEET EASTERLY OF SAID WESTERLY LINE OF SECTION 26; THENCE SOUTHERLY, ALONG SAID PARALLEL LINE, SOUTH 00'13'3T EAST, A DISTANCE OF 107.38 FEET TO SAID NORTHERLY LINE OF PARCEL 1; THENCE EASTERLY, ALONG SAID NORTHERLY LINE OF PARCEL 1, NORTH 8940'00" EAST, A DISTANCE OF 204.00 FEET TO THE TRUE POINT OF BEGINNING. CONTINUED ON PAGE 3 EXHIBIT'" "A SHEET 3 OF 4 SHEETS POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 SAID PARCEL 3 CONTAINS 0.507 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL 4 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO HE OFFICIAL PLAT HEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWESTERLY CORNER OF HE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER, NORTH 8956'10" EAST, A DISTANCE OF 771.85 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTHERLY, LEAVING SAID NORTHERLY LINE, SOUTH 01'03'50" EAST, A DISTANCE OF 105.46 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1017.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 0747'04" WEST; THENCE EASTERLY ALONG CURVE5 FEET; THE, TANGENT TO SADSAID CURVE, NORTHROUGH 88'56' OCENTRAL EAST, A DISTANCE OF 71.65 E HENCEANGLE OF 01'43'147 AN ARCTH SOU 30.0150350' EASTNACE DISTANCEYOF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 01'03'50" WEST; THENCE WESTERLY AND SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 94'01'45" AN ARC LENGTH OF 38.57 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE EASTERLY HAVING A RADIUS OF 982.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 84'54'25" WEST; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 0646'48" AN ARC DISTANCE OF 116.26 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 78'07'37" WEST; THENCE NORTHERLY AND EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 101748'33" AN ARC DISTANCE OF 17.60 FEET; THENCE EASTERLY, TANGENT TO SAID LAST CURVE, NORTH 88'56'10" EAST, A DISTANCE OF 69.92 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 294.00 FEET; THENCE EASTERLY ALONG SAID LAST TANGENT CURVE THROUGH A CENTRAL ANGLE OF 4703'50" AN ARC LENGTH OF 241.50 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 13.43 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 10.00 FEET; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'00'00" AN ARC LENGTH OF 15.71 FEET; THENCE NORTHEASTERLY TANGENT TO SAID LAST CURVE, NORTH 46'00'00" EAST, A DISTANCE OF 115.00 FEET; THENCE SOUTH WOO'00" EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 23.50 FEET; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'00'00" AN ARC LENGTH OF 36.91 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 109.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 382.50 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 0642'43" AN ARC LENGTH OF 44.81 FEET; THENCE SOUTH 46'00'00" WEST, A DISTANCE OF 73.25 FEET; THENCE SOUTH 3742'09" WEST, A DISTANCE OF 61.65 FEET; THENCE SOUTH 41'36'13" WEST, A DISTANCE OF 60.18 FEET; THENCE SOUTH 46'00'00" WEST, A DISTANCE OF 120.00 FEET; THENCE SOUTH 44'00'00" EAST, A DISTANCE OF 110.00 FEET; THENCE SOUTH 29'34'45" EAST, A DISTANCE OF 36.14 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 44'00'00" WEST; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 9900'00" AN ARC DISTANCE OF 36.91 FEET; THENCE SOUTHEASTERLY, TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 12.44 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 267.50 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 21'41'21" AN ARC DISTANCE OF 101.26 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 24'18'39" EAST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 6918'39" AN ARC DISTANCE OF 11.92 FEET; THENCE SOUTHWESTERLY, TANGENT TO SAID LAST CURVE, SOUTH 46'00'00" WEST, A DISTANCE OF 2.34 FEET; THENCE SOUTH 00'21'39" EAST, A DISTANCE OF 138.27 FEET TO THE SOUTHERLY LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION SECTION 26; THENCE EASTERLY ALONG SAID SOUTHERLY LINE, NORTH BTOO'39" EAST, A DISTANCE OF 1225.38 FEET TO THE EASTERLY LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTHERLY, ALONG SAID EASTERLY LINE, NORTH 00'21'39" WEST, A DISTANCE OF CONTINUED ON PAGE 4 I:\ 63100\ LLA- BASE. DWG EXHIBIT "A SHEET 4 OF 4 SHEETS POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 1335.26 FEET TO THE NORTHERLY LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE WESTERLY ALONG SAID LAST NORTHERLY LINE, SOUTH 88754'40" WEST, A DISTANCE OF 1317.10 FEET TO THE WESTERLY LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTHERLY ALONG SAID LAST WESTERLY LINE, SOUTH 0917'39" EAST, A DISTANCE OF 333.25 FEET TO SAID NORTHERLY LINE OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE WESTERLY ALONG SAID LAST NORTHERLY LINE, SOUTH 8956'10" WEST, A DISTANCE OF 545.63 FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL 4 CONTAINS 43.415 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PREPARED UNDER THE SUPERVISION OF: LUVv w- b � g 14 ll� 1 CHRIS J. BER I, L.S. 6 88 DATE EXP. 12/31 /05 J. L.S. 6588 Exp. 12-31-05 k. ry of La Uinta Fl"a"cE Revemo Cods OFFICE USE ONLY t m mity Development Department 495 Calle Tamuico _ Quinta, Califr ; 0) 777-71251 Case No. F./,' IM— Date Recvd. / o ��, d. % a Fee Related Apps:_ Logged in h ?f APPLICATION FOR Lv t Lll\L` L111J v v i MENT APPROVAL LOT LINE ADJUSTMENT applications are reviewed and approved by the Community Developmeirttegctor pursuant to Chapter 13.32 of the Subdivision Regulations. The purpose of the review is to allow reconfiguration of two or more adjoining lots into sizes or shapes appropriate for desired uses and in compliance with Municipal Code requirements. ++ 10+ V.` y+ ti•O 41# J 40,+G444.+40,VSY 4.4 �i. Or+ 4.`C*401 4P. �, �� ���p�I�.;.`6 d0+ 4-+4e4. APPLICANT MDR CON°iUe,TINC%t (Print) MAILING ADDRESS rltb'900 ��' t SUl 1� Phone No.(�(o7) q r7I _ 4-0 1-3 CITY, STATE, ZIP Q C`PQ KTA, ,, CJ4 !�l 9-a-6?2 Fax No. 9 3 PROPERTY "A" OWNERS l �� M ON120E l�LiTn1t St L LG *Owner Name:l�GR Address: 2 li It l�2 WOOM(M ROAD SUtIE40� 00!Y i 147IPhone(050) 529 " X:5bC7 (City) (State) (Zip) *Owner "B" Name: Address: _C M (A)L9 JIK 1QC-- (ZfJ/�cf.� f cyJtTa -+o<7 !'`Q Q S L Daf 2 !I 4 (9 a- Phone: 0 5 - (City) . (State) *Owner "C" ,(yZip) Name:'� -*-VLJtAA`C-gtr:R / �� rt' R"j OE- P.a(2:T'kiR 5, LL G Address: 1,1)lY0f�M 5 LUL7tJIDS1p[ ROAiDSt)L1E400 QA Phone. (0 0 CJ -a'3� (City) (Stag) (Zip) *Attach sheet for additional owners PROPERTY DATA Property A: Assessor's Parcel Number: 000- Street Address (if any): L.louE Property B: Assessor's Parcel Number: `7eA Street Address (if any): 01.1� _ Property C: Assessor's Parcel Number: Street Address (if any): AJ0Wto DESCRIPTION OF ADJUSTMENT REQUESTED: 5W t/A 0 5W< P�acel.)TUG S S Va. OF W llz OF N W '/+OP 5W t/4 CVA JA-JC- l.01- "G") 0. 4 7{{r t46 V+ of SW `4 (&a +KaL"a) OF A16:LLA 1-7/16/97 Appvd 2/2000 edi Community Development P.O. BOX 1504 - LA QUINTA, CA 92247 PH:760-777-7125 FAX:760-777-1233 TRANSMITTAL MEMO ❑ ENGINEERING / PUBLIC WORKS DEPARTMENT ❑ COMMUNITY DEVELOPMENT DEPARTMENT FROM: Andrew J. Mogensen, Associate Planner (760-777-7068) DATE: NOVEMBER 2, 2005 APPLICANTS: MDS Consulting CASEIS): LLA 05-446 LOCATION/SITE: 3 parcel lot line adjustment at 60" and Monroe, 764-240-002, -003, -004 PROJECT: Lot Line Adjustment 2005-445 DESCRIPTION: The applicant is proposing to modify the shape of the lots. They have requested expedited processing on this request. Attached is the lot line adjustment information submitted by the project Proponent. Subdivision Ordinance Section 13.32 applies to lot line requests. Please review and provide any comments you may have on this proposal by November 10", 2005 via mail, courier, fax to (760) 777-1233, or email to amogensen@la-quinta.org . If you have any questions, please contact me at (760) 777-7068. PLEASE REVIEW AND RESPOND TO THIS PROPOSAL NO LATER THAN: November 10", 2005. Attachments: LLA 05-446 P:\Andy's\Lot Line Adjustments\LLA Agency Transmittal.doc CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT PROJECT FORM CASE NUMBER FEE DATE RECEIVED I RELATED APPS SA �.. ITTM 32398, SP SDP EA 2004-513 $550.00 1/28/2004 LOGGED IN BY PROJECT PLANNER DATE ASSIGNED 2004-072 EA L�. MARTIN STAN 6l7/2004 TPM L . APPLICANT ROBERT SCHUMACHER PM . MAILING ADDRESS LLA 2995 WOODSIDE ROAD #400 CITY WOODSIDE STATE CA ZIP 94062 COAPP ..- SP PHONE 650-529-2385 FAX 650-529-2386 TT TUP PROPERTY OWNER SCH U MACH ER/60TH & MONROE PARTNERS, LLC _ MA PO MAILING ADDRESS PO CITY PO PHONE PROJECT LOCATION 73iliiby��l�by9 LEGAL DESCRIPTION DEVELOPMENT PLANS PUBLIC HEARING NOTIFICATION PACKAGE ZC VUP L 650-529-2385 PO FAX 650-529-2386 Sur SNC LJ NEC 60TH & MONROE AMD L: EXT L- GPA L 10 ACRES NEIGHBORHOOD COMMERCIAL, REMAINDER SINGLE FAMILY DETACHED MUP , ; LOTS - 394 LOTS (110 ACRES TOTAL - 4,791, 600 SQUARE FEET) ZCA PR GPC 764-240-002, 003, 004, 005 SEARCH FOR Rf-CORD L ENVIRONMENTAL �- ENVIRONMENTAL $0.00 INFORMATION FORM INFORMATION FEE L_ SITE DEVELOPMENT 17 SIGNATURE OF _V] SIGNATURE OF _.I PRINT THIS PERMIT FILING FEE APPLICANT PROPERTY RECORD ONLY OWNERS REQUEST PALEO/ARCHEO REPORT FOR 10 ACRES NEIGHBORHOOD COMMERCIAL, REMAINDER SINGLE FAMILY DETACHED LOTS - 394 LOTS (110 ACRES TOTAL - 4,791, 600 SQUARE FEET) LOCATED AT NEC 60TH & MONROE ARCH LANE) HIST REV COMM COMM FIRES F- COMM F COUNCIL 6 LLA05446.OUT TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 LLA 05-446 BOUNDARY C TRACT NO.: 05-446 BLOCK ID : BDRY COURSE BEARING DISTANCE START- 301 302 N 0-13-39 w 2328.74 303 N 88-56-10 E 1317.48 304 N 0-17-39 w 333.25 305 N 88-54-40 E 1317.10 306 S 0-21-39 E 1335.26 307 S 89-00-39 w 1318.63 308 S 0-17-39 E 1332.98 301 S 89-06-38 w 1320.15 C 0 0 R D NORTH 2166624.693 2168953.415 2168977.877 2169311.122 2169336.152 2168000.918 2167978.154 2166645.192 2166624.699 I N A T E S EAST 6566755.981 6566746.734 6568063.987 6568062.276 6569379.139 6569387.548 6568069.114 6568075.958 6566755.967 CLOSURE: S 66-35-31 E 0.015 PERIMETER= 10603.59 FT. AREA = 4831586.2 SQ. FT. AREA = 110.91796 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 BLOCK ID : BDRY PARCEL ID: PAR1 C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 301 2166624.693 6566755.981 2086 N 0-13-39 w 570.58 2167195.269 6566753.715 1926 N 88-40-00 E 889.04 2167215.956 6567642.515 2087 S 1-20-00 E 577.44 2166638.672 6567655.951 301 S 89-06-38 w 900.07 2166624.700 6566755.990 CLOSURE: S 50-53-55 W 0.011 PERIMETER= 2937.13 FT. AREA = 513446.8 SQ. FT. AREA = 11.78712 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 BLOCK ID : BDRY PARCEL ID: PAR2 C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 2086 2167195.266 6566753.716 302 N 0-13-39 w 1758.16 2168953.412 6566746.735 1385 N 88-56-10 E 771.85 2168967.743 6567518.452 1312 S 1-03-50 E 105.46 2168862.302 6567520.410 451 S 2-47-04 E 1017.50 2167846.003 6567569.838 CURVE DELTA= 1-43-14 R= 1017.500 L= 30.555 T= 15.279 CH= 30.554 A= 2.336 665 N 1-03-50 w 1017.50 2168863.327 6567550.946 2078 N 88-56-10 E 71.65 2168864.658 6567622.584 1101 S 1-03-50 E 35.00 2168829.664 6567623.234 1100 S 1-03-50 E 23.50 2168806.168 6567623.670 CURVE DELTA= 94-01-45 R= 23.500 L= 38.566 T= 25.214 CH= 34.382 A=-177.711 1099 S 84-54-25 W 23.50 2168804.082 6567600.263 480 N 84-54-25 E 982.50 2168891.302 6568578.884 CURVE DELTA= 6-46-48 R= 982.500 L= 116.262 Page 1 Aft LLA05446.OUT T= 58.199 CH= 116.195 A= -133.199 1114 5 78-07-37 w 982.50 2168689.158 6567617.403 1115 N 78-07-37 E 10.00 2168691.216 6567627.190 CURVE DELTA= 100-48-33 R= 10.000 L= 17.595 T= 12.090 CH= 15.411 A= 38.860 1116 N 1-03-50 w 10.00 2168701.214 6567627.004 1117 N 88-56-10 E 69.92 2168702.512 6567696.912 454 S 1-03-50 E 294.00 2168408.563 6567702.371 CURVE DELTA= 47-03-50 R= 294.000 L= 241.497 T= 128.030 CH- 234.765 A= 3859.631 1118 N 46-00-00 E 294.00 2168612.792 6567913.856 1119 S 44-00-00 E 13.43 2168603.132 6567923.186 1120 S 46-00-00 w 10.00 2168596.185 6567915.992. CURVE DELTA= 90-00-00 R= 10.000 L= 15.708 T= 10.000 CH= 14.142 A= 28.540 1121 s 44-00-00 E 10.00 2168588.992 6567922.939 1105 N 46-00-00 E 115.00 2168668.877 6568005.663 702 S 44-00-00 E 35.00 2168643.701 6568029.976 703 S 44-00-00 E 23.50 2168626.796 6568046.301 CURVE DELTA= 90-00-00 R= 23.500 L= 36.914 T= 23.500 CH= 33.234 A= 157.611 704 N 46-00-00 E 23.50 2168643.121 6568063.205 705 s 44-00-00 E 109.00 2168564.712 6568138.923 458 s 46-00-00 w 382.50 2168299.006 6567863.775 CURVE DELTA= 6-42-43 R= 382.500 L= 44.808 T= 22.430 CH- 44.783 A= 19.587 1753 N 52-42-43 E 382.50 2168530.733 6568168.092 1752 S 46-00-00 W 73.25 2168479.849 6568115.401 1751 S 32-42-09 W 61.65 2168427.971 6568082.093 1750 s 41-36-13 w 60.18 2168382.971 6568042.135 1748 S 46-00-00 w 120.00 2168299.612 6567955.814 1735 S 44-00-00 E 110.00 2168220.485 6568032.226 858 S 29-34-45 E 36.14 2168189.055 6568050.066 859 S 44-00-00 E 23.50 2168172.150 6568066.390 CURVE DELTA= 90-00-00 R= 23.500 L= 36.914 T= 23.500 CH= 33.234 A= 157.611 860 N 46-00-00 E 23.50 2168188.475 6568083.295 861 S 44-00-00 E 12.44 2168179.526 6568091.936 377 N 46-00-00 E 267.50 2168365.347 6568284.360 CURVE DELTA= 21-41-21 R= 267.500 L= 101.261 T= 51.244 CH= 100.658 A= -321.155 622 s 24-18-39 w 267.50 2168121.568 6568174.234 621 S 24-18-39 w 10.00 2168112.455 6568170.117 CURVE DELTA= 68-18-39 R= 10.000 L= 11.922 T= 6.785 CH- 11.229 A= -13.152 620 N 44-00-00 w 10.00 2168119.648 6568163.170 1240 s 46-00-00 w 2.34 2168118.023 6568161.487 1457 S 0-21-39 E 138.27 2167979.755 6568162.358 307 s 89-00-39 w 93.24 2167978.146 6568069.132 308 S 0-17-39 E 1332.98 2166645.183 6568075.975 2087 s 89-06-38 w 420.08 2166638.662 6567655.946 1926 N 1-20-00 w 577.44 2167215.946 6567642.509 1936 s 88-40-00 w 595.02 2167202.100 6567047.651 1912 N 1-20-00 w 109.86 2167311.931 6567045.094 362 S 6-34-46 E 1982.50 2165342.488 6567272.251 CURVE DELTA= 0-39-08 R= 1982.500 L= 22.568 T= 11.284 CH= 22.568 A= -0.483 747 N 7-13-54 W 1982.50 2167309.217 6567022.690 364 N 7-13-54 w 58.50 2167367.252 6567015.326 CURVE DELTA= 47-43-13 R= 58.500 L= 48.723 T= 25.875 CH= 47.327 A= 159.146 2089 S 40-29-19 w 58.50 2167322.761 6566977.343 Page 2 n LLA05446.OUT 2088 S 40-29-19 w 20.00 2.167307.550 6566964.357 1939 S 88-40-00 w 121.12 2167304.732 6566843.269 1938 S 0-13-39 E 107.38 2167197.353 6566843.696 2086 S 88-40-00 w 90.02 2167195.258 6566753.700 CLOSURE: N 62-05-35 E 0.018 PERIMETER= 7929.17 FT. AREA = 2404943.8 SQ. FT. - AREA = 55.20991 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 BLOCK ID : BDRY PARCEL ID: PAR3 C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1938 2167197.360 6566843.708 1939 N 0-13-39 w 107.38 2167304.740 6566843.282 2088 N 88-40-00 E 121.12 2167307.558 6566964.369 2089 N 40-29-19 E 20.00 2167322.769 6566977.355 364 N 40-29-19 E 58.50 2167367.260 6567015.339 CURVE DELTA= 47-43-13 R= 58.500 L= 48.723 T= 25.875 CH= 47.327 A= -159.146 747 S 7-13-54 E 58.50 2167309.225 6567022.703 362 S 7-13-54 E 1982.50 2165342.496 6567272.263 CURVE DELTA= 0-39-08 R= 1982.500 L= 22.568 T= 11.284 CH= 22.568 A= 0.483 1912 N 6-34-46 w 1982.50 2167311.939 6567045.107 1936 S 1-20-00 E 109.86 2167202.108 6567047.663 1938 S 88-40-00 W 204.00 2167197.362 6566843.718 CLOSURE: S 83-52-22 w 0.010 PERIMETER= 633.65 FT. AREA = 22105.9 SQ. FT. AREA = 0.50748 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 BLOCK ID : BDRY PARCEL ID: PAR4 C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1457 2167979.761 6568162.356 1240 N 0-21-39 w 138.27 2168118.029 6568161.485 620 N 46-00-00 E 2.34 2168119.654 6568163.168 621 S 44-00-00 E 10.00 2168112.461 6568170.115 CURVE DELTA= 68-18-39 R= 10.000 L= 11.922 T= 6.785 CH= 11.229 A= 13.152 622 N 24-18-39 E 10.00 2168121.574 6568174.232 377 N 24-18-39 E 267.50 2168365.353 6568284.358 CURVE DELTA= 21-41-21 R= 267.500 L= 101.261 T= 51.244 CH- 100.658 A= 321.155 861 S 46-00-00 w 267.50 2168179.532 6568091.935 860 N 44-00-00 w 12.44 2168188.481 6568083.293 859 S 46-00-00 w 23.50 2168172.156 6568066.388 CURVE DELTA= 90-00-00 R= 23.500 L= 36.914 T= 23.500 CH= 33.234 A= -157.611 858 N 44-00-00 w 23.50 2168189.061 6568050.064 1735 N 29-34-45 w 36.14 2168220.491 6568032.224 1748 N 44-00-00 w 110.00 2168299.618 6567955.812 1750 N 46-00-00 E 120.00 2168382.977 6568042.133 1751 N 41-36-13 E 60.18 2168427.977 6568082.091 1752 N 32-42-09 E 61.65 2168479.855 6568115.399 1753 N 46-00-00 E 73.25 2168530.739 6568168.090 Page 3 LLA05446.OUT 458 S 52-42-43 W 382.50 2168299.012 6567863.773 CURVE DELTA= 6-42-43 R= 382.500 L= 44.808 T= 22.430 CH= 44.783 A= -19.587 705 N 46-00-00 E 382.50 2168564.718 6568138.921 704 N 44-00-00 W 109.00 2168643.126 6568063.203 703 S 46-00-00 w 23.50 2168626.802 6568046.299 CURVE DELTA= 90-00-00 R= 23.500 L= 36.914 T= 23.500 CH= 33.234 A= -157.611 702 N 44-00-00 w 23.50 2168643.706 6568029.974 1105 N 44-00-00 w 35.00 2168668.883 6568005.661 1121 S 46-00-00 W 115.00 2168588.998 6567922.937 1120 N 44-00-00 w 10.00 2168596.191 6567915.990 CURVE DELTA= 90-00-00 R= 10.000 L= 15.708 T= 10.000 CH= 14.142 A= -28.540 1119 N 46-00-00 E 10.00 2168603.138 6567923.184 1118 N 44-00-00 w 13.43 2168612.798 6567913.855 454 S 46-00-00 w 294.00 2168408.569 6567702.369 CURVE DELTA= 47-03-50 R= 294.000 L= 241.497 T= 128.030 CH= 234.765 A=-3859.631 1117 N 1-03-50 W 294.00 2168702.518 6567696.91.0 1116 S 88-56-10 w 69.92 2168701.220 6567627.002 1115 S 1-03-50 E 10.00 2168691.222 6567627.188 CURVE DELTA= 100-48-33 R= 10.000 L= 17.595 T= 12.090 CH= 15.411 A= -38.860 1114 S 78-07-37 W 10.00 2168689.164 6567617.402 480 N 78-07-37 E 982.50 2168891.308 6568578.882 CURVE DELTA= 6-46-48 R= 982.500 L= 116.262 T= 58.199 CH= 116.195 A= 133.199 1099 S 84-54-25 w 982.50 2168804.088 6567600.261 1100 N 84-54-25 E 23.50 2168806.174 6567623.668 CURVE DELTA= 94-01-45 R= 23.500 L= 38.566 T= 25.214 CH= 34.382 A= 177.711 1101 N 1-03-50 w 23.50 2168829.670 6567623.232 2078 N 1-03-50 W 35.00 2168864.664 6567622.582 665 S 88-56-10 W 71.65 2168863.333 6567550.944 451 S 1-03-50 E 1017.50 2167846.009 6567569.837 CURVE DELTA= 1-43-14 R= 1017.500 L= 30.555 T= 15.279 CH= 30.554 A= -2.336 1312 N 2-47-04 W 1017.50 2168862.308 6567520.408 1385 N 1-03-50 w 105.46 2168967.749 6567518.450 303 N 88-56-10 E 545.63 2168977.880 6568063.986 304 N 0-17-39 w 333.25 2169311.126 6568062.275 305 N 88-54-40 E 1317.10 2169336.155 6569379.137 306 s 0-21-39 E 1335.26 2168000.922 6569387.546 1457 S 89-00-39 w 1225.38 2167979.768 6568162.348 CLOSURE: S 48-41-16 E 0.010 PERIMETER= 6617.35 FT. AREA = 1891125.1 SQ. FT. AREA = 43.41426 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 COMPLETION OF BLOCK ID: BDRY BLOCK AREA= 4831586.2 SQ.FT. TOTAL LOT AREA = 4831621.6 SQ.FT. 110.91796 ACRES 110.91877 ACRES 0 LOT ACREAGE FOR TRACT 05-446 PAGE LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 Page 4 1 PARCEL: PAR1 PARCEL: PAR2 PARCEL: PARS PARCEL: PAR4 0 0 LLA05446.OUT ACRES (SQ. FEET) 11.787 513446.8 55.210 2404943.8 0.507 22105.9 43.414 1891125.1 PERIMETER 2937.13 7929.17 633.65 6617.35 Traverse Analysis and checking (PTRAV) LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 DATE: 10/19/** TIME: 9:03 POINT FILE: 2032 POINTS= 3000 DIRECTORY PATH: DATA FILE: LLA05446.P Page 5 LLA05446.OUT TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 LLA 05-446 BOUNDARY L TRACT NO.: 05-446 BLOCK ID : BDRY C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 301 2166624.693 6566755.981 302 N 0-13-39 w 2328.74 2168953.415 6566746.734 303 N 88-56-10 E 1317.48 2168977.877 6568063.987 304 N 0-17-39 w 333.25 2169311.122 6568062.276 305 N 88-54-40 E 1317.10 2169336.152 6569379.139 306 5 0-21-39 E 1335.26 2168000.918 6569387.548 307 5 89-00-39 w 1318.63 2167978.154 6568069.114 308 5 0-17-39 E 1332.98 2166645.192 6568075.958 301 S 89-06-38 w 1320.15 2166624.699 6566755.967 CLOSURE: S 66-35-31 E 0.015 PERIMETER= 10603.59 FT. AREA = 4831586.2 SQ. FT. AREA = 110.91796 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 BLOCK ID : BDRY PARCEL ID: PAR1 C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 301 2166624.693 6566755.981 2086 N 0-13-39 w 570.58 2167195.269 6566753.715 1926 N 88-40-00 E 889.04 2167215.956 6567642.515 2087 S 1-20-00 E 577.44 2166638.672 6567655.951 301 S 89-06-38 W 900.07 2166624.700 6566755.990 CLOSURE: S 50-53-55 W 0.011 PERIMETER= 2937.13 FT. AREA = 513446.8 SQ. FT. AREA = 11.78712 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 BLOCK ID : BDRY PARCEL ID: PAR2 COURSE BEARING START- 2086 302 N 0-13-39 w 1385 N 88-56-10 E 1312 s 1-03-50 E 451 S 2-47-04 E CURVE DELTA= 1-43-14 T= 15.279 665 N 1-03-50 w DISTANCE 2078 N 88-56-10 E 1101 s 1-03-50 E 1100 S 1-03-50 E CURVE DELTA= 94-01-45 T= 25.214 1099 S 84-54-25 W 480 N 84-54-25 E CURVE DELTA= 6-46-48 1758.16 771.85 105.46 1017.50 R= 1017 CH= 30 1017.50 71.65 35.00 23.50 R= 23 CH= 34 23.50 982.50 R= 982 Page 1 C O O R D I N A T E S NORTH EAST 2167195.266 6566753.716 2168953.412 6566746.735 2168967.743 6567518.452 2168862.302 6567520.410 2167846.003 6567569.838 500 L= 30.555 554 A= 2.336 2168863.327 6567550.946 2168864.658 6567622.584 2168829.664 6567623.234 2168806.168 6567623.670 500 L= 38.566 382 A=-177.711 2168804.082 6567600.263 2168891.302 6568578.884 500 L= 116.262 LLA05446.OUT T= 58.199 CH= 116.195 A=-133.199 1114 s 78-07-37 w 982.50 2168689.158 6567617.403 1115 N 78-07-37 E 10.00 2168691.216 6567627.190 CURVE DELTA= 100-48-33 R= 10.000 L= 17.595 T= 12.090 CH= 15.411 A= 38.860 1116 N 1-03-50 w 10.00 2168701.214 6567627.004 1117 N 88-56-10 E 69.92 2168702.512 6567696.912 454 s 1-03-50 E 294.00 2168408.563 6567702.371 CURVE DELTA= 47-03-50 R= 294.000 L= 241.497 T= 128.030 CH= 234.765 A= 3859.631 1118 N 46-00-00 E 294.00 2168612.792 6567913.856 1119 s 44-00-00 E 13.43 2168603.132 6567923.186 1120 s 46-00-00 w 10.00 2168596.185 6567915.992 CURVE DELTA= 90-00-00 R= 10.000 L= 15.708 T= 10.000 CH= 14.142 A= 28.540 1121 s 44-00-00 E 10.00 2168588.992 6567922.939 1105 N 46-00-00 E 115.00 2168668.877 6568005.663 702 s 44-00-00 E 35.00 2168643.701 6568029.976 703 s 44-00-00 E 23.50 2168626.796 6568046.301 CURVE DELTA= 90-00-00 R= 23.500 L= 36.914 T= 23.500 CH= 33.234 A= 157.611 704 N 46-00-00 E 23.50 2168643.121 6568063.205 705 s 44-00-00 E 109.00 2168564.712 6568138.923 458 s 46-00-00 w 382.50 2168299.006 6567863.775 CURVE DELTA= 6-42-43 R= 382.500 L= 44.808 T= 22.430 CH= 44.783 A= 19.587 1753 N 52-42-43 E 382.50 2168530.733 6568168.092 1752 s 46-00-00 w 73.25 2168479.849 6568115.401 1751 s 32-42-09 w 61.65 2168427.971 6568082.093 1750 s 41-36-13 w 60.18 2168382.971 6568042.135 1748 s 46-00-00 w 120.00 2168299.612 6567955.814 1735 s 44-00-00 E 110.00 2168220.485 6568032.226 858 s 29-34-45 E 36.14 2168189.055 6568050.066 859 s 44-00-00 E 23.50 2168172.150 6568066.390 CURVE DELTA= 90-00-00 R= 23.500 L= 36.914 T= 23.500 CH= 33.234 A= 157.611 860 N 46-00-00 E 23.50 2168188.475 6568083.295 861 s 44-00-00 E 12.44 2168179.526 6568091.936 377 N 46-00-00 E 267.50 2168365.347 6568284.360 CURVE DELTA= 21-41-21 R= 267.500 L= 101.261 T= 51.244 CH= 100.658 A= -321.155 622 s 24-18-39 w 267.50 2168121.568 6568174.234 621 s 24-18-39 w 10.00 2168112.455 6568170.117 CURVE DELTA= 68- 8-39 R= 10.000 L= 11.922 T= �.785 CH= 11.229 A= -13.152 620 N 44-00-00 w 10.00 2168119.648 6568163.170 1240 s 46-00-00 w 2.34 2168118.023 6568161.487 1457 s 0-21-39 E 138.27 2167979.755 6568162.358 307 s 89-00-39 w 93.24 2167978.146 6568069.132 308 s 0-17-39 E 1332.98 2166645.183 6568075.975 2087 s 89-06-38 w 420.08 2166638.662 6567655.946 1926 N 1-20-00 w 577.44 2167215.946 6567642.509 1936 s 88-40-00 w 595.02 2167202.100 6567047.651 1912 N 1-20-00 w 109.86 2167311.931 6567045.094 362 s 6-34-46 E 1982.50 2165342.488 6567272.251 CURVE DELTA= 0-39-08 R= 1982.500 L= 22.568 T= 11.284 CH= 22.568 A= -0.483 747 N 7-13-54 w 1982.50 2167309.217 6567022.690 364 N 7-13-54 w 58.50 2167367.252 6567015.326 CURVE DELTA= 47-43-13 R= 58.500 L= 48.723 T= 25.875 CH= 47.327 A= 159.146 2089 s 40-29-19 w 58.50 2167322.761 6566977.343 Page 2 El LLA05446.OUT 2088 S 40-29-19 w 20.00 2167307.550 6566964.357 1939 S 88-40-00 w 121.12 2167304.732 6566843.269 1938 S 0-13-39 E 107.38 2167197.353 6566843.696 2086 S 88-40-00 W 90.02 2167195.258 6566753.700 CLOSURE: N 62-05-35 E 0.018 PERIMETER= 7929.17 FT. AREA = 2404943.8 SQ. FT. AREA = 55.20991 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 COURSE START- 1939 2088 2089 364 CURVE 747 362 CURVE 1912 1936 1938 CLOSURE BEARING 1938 N 0-13-39 N 88-40-00 N 40-29-19 N 40-29-19 DELTA= T= S 7-13-54 S 7-13-54 DELTA= T= N 6-34-46 s 1-20-00 5 88-40-00 LLA 05-446 TRACT NO.: 05-446 BLOCK ID : BDRY PARCEL ID: PARS o C DISTANCE NORTH 2167197.360 w 107.38 2167304.740 E 121.12 2167307.558 E 20.00 2167322.769 E 58.50 2167367.260 47-43-13 R= 58.500 L= 25.875 CH= 47.327 A= E 58.50 2167309.225 E 1982.50 2165342.496 0-39-08 R= 1982.500 L= 11.284 CH= 22.568 A= w 1982.50 2167311.939 E 109.86 2167202.108 W 204.00 2167197.362 83-52-22 W 0.010 AREA = 2Z105.9 SQ. FT. TRAVERSE CALCULATION - LA QUINTA - (631-00) TRACT NO. BLOCK ID PARCEL ID COURSE BEARING START- 1457 1240 N 0-21-39 w 620 N 46-00-00 E 621 S 44-00-00 E CURVE DELTA= 68-18-39 T= 6.785 622 N 24-18-39 E 377 N 24-18-39 E CURVE DELTA= 21-41-21 T= 51.244 861 S 46-00-00 W 860 N 44-00-00 w 859 S 46-00-00 W CURVE DELTA= 90-00-00 T= 23.500 858 N 44-00-00 W 1735 N 29-34-45 w 1748 N 44-00-00 W 1750 N 46-00-00 E 1751 N 41-36-13 E 1752 N 32-42-09 E 1753 N 46-00-00 E D I N A T E S EAST 6566843.708 6566843.282 6566964.369 6566977.355 6567015.339 48.723 -159.146 6567022.703 6567272.263 22.568 0.483 6567045.107 6567047.663 6566843.718 PERIMETER= AREA = AND ANALYSIS MDS CONSULTING - 05-446 BDRY PAR4 DISTANCE 138.27 2.34 10.00 R= 10 CH= 11 10.00 267.50 R= 267 CH= 100 267.50 12.44 23.50 R= 23 CH= 33 23.50 36.14 110.00 120.00 60.18 61.65 73.25 Page 3 633.65 FT. 50748 ACRES 10-19-05 C O O R D I N A T E S NORTH EAST 2167979.761 6568162.356 2168118.029 6568161.485 2168119.654 6568163.168 2168112.461 6568170.115 000 L= 11.922 229 A= 13.152 2168121.574 6568174.232 2168365.353 6568284.358 500 L= 101.261 658 A= 321.155 2168179.532 6568091.935 2168188.481 6568083.293 2168172.156 6568066.388 500 L= 36.914 234 A=-157.611 2168189.061 6568050.064 2168220.491 6568032.224 2168299.618 6567955.812 2168382.977 6568042.133 2168427.977 6568082.091 2168479.855 6568115.399 2168530.739 6568168.090 2 I LLA05446.OUT 458 s 52-42-43 w 382.50 2168299.012 6567863.773 CURVE DELTA= 6-42-43 R= 382.500 L= 44.808 T= 22.430 CH= 44.783 A= -19.587 705 N 46-00-00 E 382.50 2168564.718 6568138.921 704 N 44-00-00 W 109.00 2168643.126 6568063.203 703 5 46-00-00 w 23.50 2168626.802 6568046.299 CURVE DELTA= 90-00-00 R= 23.500 L= 36.914 T= 23.500 CH= 33.234 A=-157.611 702 N 44-00-00 W 23.50 2168643.706 6568029.974 1105 N 44-00-00 w 35.00 2168668.883 6568005.661 1121 s 46-00-00 W 115.00 2168588.998 6567922.937 1120 N 44-00-00 W 10.00 2168596.191 6567915.990 CURVE DELTA= 90-00-00 R= 10.000 L= 15.708 T= 10.000 CH= 14.142 A= -28.540 1119 N 46-00-00 E 10.00 2168603.138 6567923.184 1118 N 44-00-00 W 13.43 2168612.798 6567913.855 454 S 46-00-00 w 294.00 2168408.569 6567702.369 CURVE DELTA= 47-03-50 R= 294.000 L= 241.497 T= 128.030 CH= 234.765 A=-3859.631 1117 N 1-03-50 W 294.00 2168702.518 6567696.910 1116 S 88-56-10 W 69.92 2168701.220 6567627.002 1115 s 1-03-50 E 10.00 2168691.222 6567627.188 CURVE DELTA= 100-48-33 R= 10.000 L= 17.595 T= 12.090 CH= 15.411 A= -38.860 1114 S 78-07-37 w 10.00 2168689.164 6567617.402 480 N 78-07-37 E 982.50 2168891.308 6568578.882 CURVE DELTA= 6-46-48 R= 982.500 L= 116.262 T= 58.199 CH= 116.195 A= 133.199 1099 S 84-54-25 w 982.50 2168804.088 6567600.261 1100 N 84-54-25 E 23.50 2168806.174 6567623.668 CURVE DELTA= 94-01-45 R= 23.500 L= 38.566 T= 25.214 CH= 34.382 A= 177.711 1101 N 1-03-50 W 23.50 2168829.670 6567623.232 2078 N 1-03-50 W 35.00 2168864.664 6567622.582 665 S 88-56-10 W 71.65 2168863.333 6567550.944 451 S 1-03-50 E 1017.50 2167846.009 6567569.837 CURVE DELTA= 1-43-14 R= 1017.500 L= 30.555 T= 1$.279 CH= 30.554 A= -2.336 1312 N 2-47-04 w 1017.50 2168862.308 6567520.408 1385 N 1-03-50 W 105.46 2168967.749 6567518.450 303 N 88-56-10 E 545.63 2168977.880 6568063.986 304 N 0-17-39 w 333.25 2169311.126 6568062.275 305 N 88-54-40 E 1317.10 2169336.155 6569379.137 306 S 0-21-39 E 1335.26 2168000.922 6569387.546 1457 S 89-00-39 w 1225.38 2167979.768 6568162.348 CLOSURE: s 48-41-16 E 0.010 PERIMETER= 6617.35 FT. AREA = 1891125.1 SQ. FT. AREA = 43.41426 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 COMPLETION OF BLOCK ID: BDRY BLOCK AREA= 4831586.2 SQ.FT. TOTAL LOT AREA = 4831621.6 SQ.FT. 110.91796 ACRES 110.91877 ACRES 0 LOT ACREAGE FOR TRACT 05-446 PAGE LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 Page 4 it 0 it PARCEL: PAR1 PARCEL: PAR2 PARCEL: PARS PARCEL: PAR4 0 0 LLA05446.OUT ACRES (SQ. FEET) 11.787 513446.8 55.210 2404943.8 0.507 22105.9 43.414 1891125.1 PERIMETER 2937.13 7929.17 633.65 6617.35 Traverse Analysis and Checking (PTRAV) LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 DATE: 10/19/** TIME: 9:03 POINT FILE: 2032 POINTS= 3000 DIRECTORY PATH: DATA FILE: LLA05446.P it tr iri hrtrtir rtir it it irrt***rtArt Page 5 9ct 14 2005'2s43PM Scmacher Inc. GSW2923SG P.1 A� TRACT 32398-1 TRACT 32398 58 m N n c v a a :. 40 59 39 1 T, 67 68 77 %g 67 88 97 p8[32 PHASE I PHASE Z 61 66 6B 76 79 x 86 09 96 w 99 E2 0 65 > 70 75 0 80 0 05 90 _ 95 8 100 7E m _ M1 m m m R ' 64 7] 0 74� 81 84 0 91 94 101 B6 77 c ^ r _ h 63 72 73 02 83 92 93 102 33 79 n 135 153 1B7 18G 185 ]B4 ` a� 103 B0 104 81 LOT M ,a 137 151 182 /j) 105 - 30 ]SfI LOT Y f. 62 - - - _ 138 LOT UU sS ,3 106 29 63 _ ]39 14'9 der 146 e e N N y o _ 107 28 140 ]98 d2 /jB _ - _ •n = _ _ m ]08 27 S 119 142 `� 1+6 ao / 138 13B 128 128 118 109 06 m Sy 25 � �s/ss 190 137 130 127 ]20 117 118 1444 � w yg yB 148 q7 141 ]36 0131 128 n. ]21 116 I7] 24 23 vFa gy _ 65T 145 Ss s so a5 744 t42 t35 �132 125� 1Z2 115 112 Z2 S / 47 143 134 133 ]24 123 114 110 21 b 45 BI _ Qy 45 '� _ 20 [.� O o - ry �n �. 44 tlW '.i - _ _ 19 43 w PP � �,.. LOT C ' OT MM S� az IS 18 LOT Ll 17 14 P _ 40 B 12 Ifi2 m m m 188 195 39 20 iE3 IA7 X 11 a 189 `" 194 30 21 154 0190 193', 10 > r 37 22 9 1 165 m m 391 192 S 36 23 g 6fi 0 _ 9 196 _ " n - 35 24 7 3 34 25 8 33 28 6 32a 27 4 31 28 3 197 30 29 2 1 x LOT 11 x TRACT NO. 32398 LOT S O AVENUE 60 LT s CITY OF LA QUINTA Oct 14 2-005 2a43PM Sc macher Inc. 6E292386 p.3 ' Y +tom/ ® �✓.n y rt o N )' l- I I � v I auueµ I O 9 Ow Oct 14 2005 2e43PM Sc macher Inc. 65,Q5292366 O P.O. Box 1504 LA QULNIA, CALIFORNIA 92247-1504 78-495 CAi,i.F TAIIYICU (760) 7 7 7 - 7 0 0 0 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 November 10, 2005 Chris J. Bergh, MDS Consulting 78-900 Avenue 47, Suite 208 La Quinta, CA. 92253 Dear Mr. Bergh: Enclosed are red -line corrections of Exhibit A and B for Lot Line Adjustment LLA. 05-446. Please review the materials and provide corrections and clarifications as needed and resubmit the items for our review. As we mentioned before, we require a written letter detailing the purpose and intent of use for two small parcels, identified as proposed lots 1 and 3 on Exhibit B of your submittal. We would most appreciate it if you could provide us a letter detailing the above information with any supporting documentation (if necessary) with your corrections. If you have any further questions, please contact use at (760) 777-7125. Sincerely, A drew J. Mogensen, Associate Planner C: Web Barton, Schumacher 601h & Monroe r EXHIBIT 99A SHEET 1 OF 4 SHEETS `POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 PARCEL I A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT HE SOUTHWEST CORNER OF SAID SECTION 26, THENCE NORTH 00'13'39" WEST OF SAID SECTION 26, A DISTANCE OF 570.58 FEET, THENCE EASTERLY LEAVING SAID WESTERLY A DISTANCE OF 889.04 FEET; THENCE SOUTH 01'20'00" EAST, A DISTANCE OF 577.44 FEET TO SAID SECTION 26; THENCE WESTERLY ALONG SAID SOUTHERLY LINE, SOUTH 89'06'38" WEST, A TO HE POINT OF BEGINNING. SAID PARCEL 1 CONTAINS 11.787 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL 2 ALONG THE WESTERLY LINE LINE, NORTH 88740'00" EAST, THE SOUTHERLY LINE OF DISTANCE OF 900.07 FEET A PORTION OF SECTION 26. TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT HE SOUTHWEST CORNER_PF SAID SECTION 26, THENCE NORTH 00'13'39" WEST, ALONG THE WESTERLY LINE OF SAID SECTION 26, A DISTANCE OF 576,56 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTHERLY, CONTINUING ALONG SAID WESTERLY LINE, NORTH 00 39" WEST, A DISTANCE OF 1758.16 FEET TO THE NORTHWESTERLY CORNER OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE EASTERLY ALONG THE NORTHERLY INE OF SAID SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER, NORTH BMW W EAST, A DISTANCE OF 7%1.85 FEET; THENCE SOUTHERLY, LEAVING SAID NORTHERLY LINE, SOUTH 01'03'50" EAST, A DISTANCE OF 105.46 FEET TO A POINT ON A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1017:5-0 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 02'47'04" WEST; THENCE EASTERLY ALONG SAID CURVE THROUGIJ- . ENTRAL ANGLE OF 01'43'14" AN ARC LENGTH OF 30.56 FEET; THENCE EASTERLY, TANGENT TO SAID CURVE, NORTH 88 56'10' EAST, A DISTANCE OF 71.65"FEET; THENCE SOUTH 01'03'50" EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 23.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT DEARS NORTH 01'03'50" WEST; THENCE WESTERLY AND SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 94'OT'fg4�.i AN ARC LENGTH OF 30-57 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE EASTERLY HAVING A RADIUS OF 982.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 84'54'25" WEST; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 0646'48" AN ARC DISTANCE OF 116.26 FEET TO A POINT OF TANGENT COMPOUND CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 10:00 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 7903'3T WEST; THENCE NORTHERLY AND EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 100'48'33" AN ARC DISTANCE OF 17.60 FEET; THENCE EASTERLY, TANGENT TO SAID LAST CURVE, NORTH 8956'10" EAST -A DISTANCE OF 69.92 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 294.00 FEET; THENCE EASTERLY ALONG SAID LAST TANGENT CURVE THROUGH-�- CENTRAL ANGLE OF 4703'50" AN ARC LENGTH OF 241.50 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 44!OV'OTfAST, A DISTANCE OF ALONG SAID LAST TTHE CURVE CONCAVE WESTERLY HAVING RADIUS THENCESOUTHERLY THROUGH A CENTRAL ANGLE OF90-0VOO"AN ARCLFNG H OF`" 1l FEET; THENCE ORERLY TANGENT TO SAID LAST CURVE, NORTH46'04°Off' EAST, A DISTANCE OF 115�0 FEET; THENCE SOUTH 44'OB OD� HEAST EAST, A DISTANCE OF 35.00-FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 3:60 FEET; QO" THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF,�99000'AN ARC LENGTH OF 36.9 FEET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 40OF00" EAST, A DISTANCE OF 109.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY yAYING A RADIUS OF 382.50 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 06'42�43" AN ARC LENGH OF 44,81'FEET; THENCE SOUTH 46'OKY' WEST, A DISTANCE OF 73.'15 ,FEET; THENCE SOUTH 3742'09" WEST, A DISTANCE OF 614W FEET; THENCE SOUTH 41'3.P3" WEST, A DISTANCE OF 6qW FEET; CONTINUED ON PAGE 2 ]EXHIBIT "A'10 SHEET 2 OF 4 SHEETS POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 ✓ l THENCE SOUTH 4600'00" WEST, A DISTANCE OF 120 00 FEET; THENCE SOUTH 44'00'00" EAST, A DISTANCE OF 11 00 FEET; r THENCE SOUTH 29'34'45"✓ EAST, A DISTANCE TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND' HAVING A RADIUS OF 23.60-FEET, A RADIAL LINE THROUGH FEET SAID LAST POINT BEARS NORTH 44'09 W WEST; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'00109' AN RC DISTANCE OF 3"l FE • THENCE SOUTHEASTERLY, TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 12.44 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND H yNG A RADIUS OF 267.50FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 21'4'Tr21" N ARC DISTANCE OF 101.26`FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 10.00 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 124'T8'39" EAST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 68*14nS" AN ARC DISTANCE OF 11.13�ET; THENCE SOUTHWESTERLY, TANGENT TO SAID LAST CURVE, SOUTH 46'0016O" WEST, A DISTANCE OF 2.34-FEET; THENCE SOUTH Ont'39" EAST, A DISTANCE OF 145-27 FEET TO THE SOUTHERLY LINE OF THE�4nRTH a T gYARTER� OF T_ ry�y_ TNwFsT gUARTER_OF SAID SECTION SECTION 26: THENCE WESTERLY ALONG SAID SOUTHERLY LINE, SOUTH 89'00 39 WEST, A DISTANCE OF 93 3 FEET Y_LIWE OF�HF eni rruwESl qI�@g� OF T11 UTH T nu RT[R n SE IN_26; THENCE SOUTHERLY, ALONG SAID EASTERLY LINE, SOUTH 09, 39" EAST, OF ISTA D ANCE OF133298 FEET TO THE SO THERLY LINE OF SAID SOUTHWESTERLY QUARTER OF THE SOUTHWESTERLY QUARTER TO THE¶SECON 26; THENCE WESTERLY ASAID LAST SOUTHERLLINE, SOUTH 893WE, A DISTANCE OF 420FEET EASTERLY LINE OF PARCEL 1LONG HEREIN AB VE DESCRIBED; THENCE NORTHER ALONG SAID EASTERLY LINE OFPARCEL 1, NORTH 01'20'V WEST, A DISTANCE OF 577.44- FEET TO THE NORTHERLY LINE OF SAID PARCEL 1; THENCE WESTERLY, ALONG SAID LAST NORTHERLY LINE, SOUTH 8840'00' WEST, A DISTANCE OF 595:02 FEET; THENCE NORTHERLY, LEAVING SAID LAST NORTHERLY LINE, NORTH 01120'00" WEST, A DISTANCE OF 10VZ6-FEET TO A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1982-50-FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 004'46" WEST; THENCE WESTERLANGENTYALONG REVERSESAID CURVE CONCAVE NORTHERLY AND HAVING ACURVE THROUGH A CENTRAL LE OF R RADIUS OF5850ND AN FEET, ARRADIALALINE THROUGCE OF H SAID POINT BEARS SOUTH 0T13l6-4" EAST, THENCE WESTERLY, ALONG SAID LAST CURVE, THROUGH A CENTRAL ANGLE OF 4743'13" AND AN ARC P19NCE OF 411,72 FEET; THENCE SOUTHWESTERLY, RADIAL TO SAID LAST CURVE, SOUTH 40''29'19" WEST, A DIST OF 20.00 FEET; THENCE SOUTH 88'40'60" WEST, A DISTANCE OF 124-12 FEET TO A LINE THAT IS PARALLEL WITH AND 0.00 FEET EASTERLY OF SAID WESTERLY LINE OT SECTION 26; THENCE SOUTHERLY, ALONG SAID PARALLEL LINE, SOUTH 0(T EAST, A DISTANCE OF 107 FEET TO SAID NORTHERLY LINE OF PARCEL 1; THENCE WESTERLY, ALONG SAID NORTHE LY UNE OF PARCEL 1, SOUTH 88'40'00" WEST, A DISTANCE OF 90.02 FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL 2 CONTAINS 55.210 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "If ATTACHED HERETO AND MADE A PART HEREOF. PARCEL 3 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDN ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEASTERLY CORNER OF SAID PARCEL 1, HEREIN ABOVE DESCRIBED; THENCE WESTERLY ALONG THE NORTHERLY LINE OF SAID PARCEL 1, SOUTH 88'4600" WEST, A DISTANCE OF 595.62 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTHERLY, LEAVING SAID NORTHERLY LINE, NORTH 01'20'00" WEST, A DISTANCE OF 105,86 FEET TO A CURVE CONCAVE SOUTHETHENCERLY D WESTERLYAVING A ALONG SAID US LAST CURVE THROUGH A C4EDIAL NTRALNANGLE OF 00'39"OT ANDN ARC DISTAN11 SAID LAST OINT BEARS RCH 06-iN-41r WEST- E OF 215C FEET PTO A TANGENT REVERSE CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 58.50-FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 0715'54" EAST, THENCE WESTERLY, ALONG SAID LAST CURVE, THROUGH A CENTRAL ANGLE OF 47-4313" AND N ARC DISTANCE OF 4632 FEET; THENCE SOUTHWESTERLY, RADIAL T9,SND LAST CURVE, SOUTH 40'29'19" WEST, A GIST OF 20.00 FEET; THENCE SOUTH 88'40W' WEST, A DISTANCE OF 121.12 FEET TO A LINE THAT IS PARALLEL WITH AND 00� FEET EASTERLY OF SAID WESTERLY LINE OF SECTION 26; THENCE SOUTHERLY, ALONG SAID PARALLEL LINE, SOUTH OV3'39" ---- EAST, A DISTANCE OF 107`38 FEET TO SAID NORTHERLY LINE OF PARCEL 1; THENCE EASTERLY, ALONG SAID NORTHERLY LINE OF PARCEL 1, NORTH 88'40W- EAST, A DISTANCE OF jg0O FEET TO THE TRUE POINT OF BEGINNING. CONTINUED ON PAGE 3 EXHIBIT "A SHEET 3 OF 4 SHEETS POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 SAID PARCEL 3 CONTAINS 0.507 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL 4 A PORTION OF SECTION 26, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDAN ACCORDING TO THE OFFICIAL PLAT HEREOF, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWESTERLY CORNER OF THE SOUTH HALF OF HE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID SOUTH HALF JOF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER, NORTH 88'56'10" EAST, A DISTANCE OF 7T1.85 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTHERLY, LEAVING SAID NORTHERLY LINE, SOUTH 01'03'60" EAST, A_,pISTANCE OF 1OSM- FEET TO A POINT ON A CURVE CONCAVE SOUHERL_Y_� fa HAVING A RADIUS OF 101 .57 50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS NORTH 074P STD THENCE TANGENT TO SAID TERLY ALONG SAID CURVE, CURVE NORTHRBIT 0' EAST, A NGLE DITANCOE OF 7i65'FEET;ARC THENCELENGTH SOUTH3017'50" EASTNAEDISTNCEEASTERLY, OF 35.00'FEET TO THE BEGINNING OF'A TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 23:50-FEET, A CURVE THROUGH ADIAL LINE GH SAID LAST POINT BEARS NORTH CENTRAL ANGLE OF 94ZK46' AN ARC LENGTH ENG H Of 38:37CFEEETOOEALY AND POINT OF TANGENT COMP UNUTHERLY ALONG ID RVE CONCAVE EASTERLY HAVING A RADIUS OF 982.50 FEET, A RADIAL LINE THROUGH SAID LAST POINT BEARS SOUTH 84'54'25" FEET TO ANCE POINTOOTHERLY ALONG SAID LAST F TANGENT COMPOUND CURVEVCONCAVEGH A CENTRAL SOUTHEASTERLYNGLE OF ND HAVING RADUS OF 1AN ARC DISTNCE OF A1IRe26 LINE THROUGH SAID LAST POINT BEARS SOUTH 78'07'37" WEST; THENCE NORTHERLY AND EASTERLY ALONG ADIAL SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 100<4B'33" AN ARC DISTANCE OF 17.6G FEET; THENCE EASTERLY, TANGENT TO SAID LAST CURVE, NORTH 8856'10" EAST, A DISTANCE OF 69.92 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY NGLE OF 47*DHAVI5'TG A AN ARC COLENGT OF 294- F244:50EEET;NCE FTHENCEYTANGENTNG STO SAID ID TLASTGCURVE, SOUTHENT CURVE R44OO'OO"GHA CENTRALAADISTANCE OF 13.43,€EET TO THE BEGINNING OF A TANGENT CURVE CONCAVE WESTERLY HAVING A RADIUS OF 10L00"FEET; THENCE SOUTHERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'00'fT0" AN ARC LENGTH OF 15,71 FEET; THENCE NORTHEASTERLY TANGENT TO SAID LAST CURVE, DISTANCE OF 3&00'FEET TO THE OBEGINNING RTH 6 A TANGENTI CURVE CONCAVSTANCE OF E SOUTHERLYEHAVING A RADIUNCE SOUTH S OF W50 FEET; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF WOO'00" AN ARC LENGTH OF 36M'EET; THENCE TANGENT TO SAID LAST CURVE, SOUTH 44'00'00" EAST, A DISTANCE OF 109'00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 38230 FEET; THENCE SOUTHEASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 064243" AN ARC LENGTH OF 44k8"f FEET; THENCE SOUTH 46'00'00" WEST, A DISTANCE OF 73!15 FEET; THENCE SOUTH 3748-09" WEST, A DISTANCE OF 61.55"FEET; THENCE SOUTH 41'3613" WEST, A DISTANCE OF 69.TB EET; THENCE SOUTH 46'00'QO" WEST, A DISTANCE OF 120:06 FEET; THENCE SOUTH 44' OO" EAST, A DISTANCE OF ,l 10.00 FEET; �3 F 30A�( FEET TOETHE BEGINNING OF A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS DISTANCE 3E� FEET, OA RADIAL LINE THROUGH SAID LAST P91NT BEARS NORTH 44'00'b0" WEST; THENCE EASTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 90'0 0" AN ARC DISTANCE OF 36:91 FEET; THENCE SOUTHEASTERLY, TANGENT TO SAID LAST CURVE, SOUTH 4418�00" EAT, A DISTANCE OF 12.44-FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 7.50-FEET; THENCE SOUTHEASTERLY ALONG SAID RVE THROUGH NGLE OF 21RC DISTANCE OF102"FEET TO THE BEGINNING ACURVECOCAVESOUTHERLYND HAVINARADIUS OF11O00EET, ARADIAL LINE THROUGH SAID VW POINT BEARS NORTH 24'18'39" EAST; THENCE WESTERLY ALONG SAID LAST CURVE THROUGH A CENTRAL ANGLE OF 68'48'39" AN ARC DISTNCE OF 11.92 FEET; THENCE SOUTHWESTERLY, TANGENT TO SgID LAST CURVE, SOUTH 46'00'O6" WEST, A DISTANCE OF 2.EEP,, THENCE SOUTH OO'2fi'39" EAT, A DISTANCE OF 13825 FEET TO HE SOUTHERLY NE OF THE NO ARTER OF THE S HWEST QUARTER OF SAID SECTION SECTIO THENCE EASTERLY ALONG SAID SOUTH R E, NORTH 89'00' EAST, A DISTANCE 25. STE Y LINE Of S HEAS7 QUARTER OF THE SOUTHWEST QUARTER: THENCE NORTHERLY, ALONG SAID EASTERLY LINE, NORTH 00'21' WEST, A DISTANCE OF CONTINUED ON PAGE 4 �v I:\63100\LLA-BASE.DWG 1 EXHIBIT "A' SHEET 4 OF 4 SHEETS POR. OF SEC. 26, T 6 S, R 7 E, S.B.M. LOT LINE ADJUSTMENT NO. 2005-446 1335.26 FEET TO THE NORTHERLY LINE OF SAD NORTHEAST QUARTER OF THE SOUTHWEST QUAR THENCE WESTERLY ALONG SAID LAST NORTHERLY LINE, SOUTH 8�#U WEST, A DiSTAACETF �31js-*-FEO TREATER Y LINE OF SAID NQ@� QUARTER OF THE SOUTHWE�LQUBBIER THENCE SOUTHERLY ALONG SAID LAST WESTERLY LINE, SOUTH OP L739" EAST, A DISTANCEOF33S =F TO SAID NORTHERLY LINE OF THE SOUTH HALF OF THE NORTH HALF OF THEN W OF jy� S011THW ST oc•�r�p THENCE WESTERLY ALONG SAID LAST NORTHERLY LINE, SOUTH 88'56'10" WEST, A DISTANCE TER 545�b FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL 4 CONTAINS 43.415 ACRES, MORE OR LESS AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF PREPARED UNDER THE SUPERVISION OF: C) IQ R CHRIS J. BERM, L.S. 6 58 DATE EXP. 12/31 /05 J. L.S. 6588 * EMp. 12-31-05 *, I:\63100\LLA-BASE.DWG 10/15/05 r EXHIBIT 99B' 'POR. OF SEC. 269 T 6 S, R LOT LINE ADJUSTMENT NO. 2005-446 ,/N_ N 8'56'10 771.85' PArgC r L C 112, N -1/2, N\i\l 1/ 7 E, S.B.M. N 0' 17'39"W 333.25' A01 PARC r I 9 ,uj 1/2, 1\1\jV 1/4e, SW 1/4 < i 2 w � 55.210 AC. 93.24', O 00 ----------------------- 0 3 0 0- rFRO U m Cl of r-) \ r M o Iz A'e0.6��TrlrrlCrLlo b Z I S° SW 1/41 1m; Z 0s)1 zsw 3 0.507 Ac. 90.02'—z- 1'20.00"W 109.86' N 88'40'00'E \ 889.04' ti O� o 0 2 11.787 AC. Ln P.O.B. PAR. 1 P.O.C. PAR. 2 z f 26 900.07' 1 420.08' f �� N 89'O6'38" E 1320.15' — C/L AVENUE 60 �Pti � PREPARED UNDER THE SUPERVISION OF: 1n5��� SHEET 1 OF 2 SHEETS 1317.10' P,,\RC r L D I Lo I 4 3 43.415 AC. N b NOTE: SEE DETAIL Z OF NEW LOT UNE nu curcr un o 1225.38' N 89'00'39" E 1318.63' 20 En CV M 3 `aT b z SCALE 1"=400' 0 LS. 6588 G� * Exp. 12-31-05 CHRI J. BER L.S. 6 8 D TE r� �P� EXP. 12/31/05 \rPOF 'A \F%/ N 0 R S E 78-900 Avenue 47 suite 208 LO Ouln CA 92263 6 0 N I C N Voice'760-771-4013 FILINNWERSC� FAX 760-771-4073 S C N U L T Z mdWmMlgEeGc Wth,ml OINEEBS SUB vE Y0R3 Q CURVE DATA NO. A T---R L 1 4743'13" 58.50' 48.72' 2 0'39'08" 1982.50' 22.56' LEGEND -------- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN ® NEW LOT LINE OLD LOT NO. B NEW PARCEL NO. LOT LINE ADJUSTMENT NO. 2005-446 CITY OF LA QUINTA Y EXHIBIT 99B 94 POR. OF SEC. 26, T 6 S, LOT LINE ADJUSTMENT NO. 2005-446 N 865610" w - / 771.85' 10 is N 1'03'50'W N 81 105.46' PAR. C N_ S 1/2, N 112, 1 J\1W Y I, SWY 1/4 NI 2 C - R R 7 E, S.B.M. a4J.G6' I 71.65' Oo RAD V03'50"W 35.00' I Sod h�o ��h 84'54'25"E RAD-PCC N g9 56' 10' E 69.92, Opo pp �o A bhp �bo � 4 6 00, o.� o PAR. S S 1/2, NW 1/4, SW 1/4 2 E TABLE 57.048 AC. Q CURV N0. DELTA RADIUS LENGTH 1 94'01'45" 23.50' 38.57' 2 6'46' 88" 982. 00' 116.26' 3 100'4833" 10.00, 17.60' 4 4T03'S0" 294.00' 241.50' 5 90'00'OU' 10.00' 15.71' 6 9000' 00" 23.50' 36.91' 7 6'42'43" 382.50' 44.81' 8 2141' 11" 267. 00' 101. 66' 9 68'18'39" 10.00' 11.92' 10 1'43'14" 1017.50' 30.56' PREPARED UNDER THE SUPERVISION OF: lU110 CHRIS J. BERG L.S. 65 DATE EXP. 12/31 /05 SHEET 2 OF 2 SHEETS PAR. D NJ 1/4, SW 1/4 4/ 5 43.4�AC. 7- N 46'00'00"E 73.25' N 32'42'09" E 61.65' N 41'36'13"E 60.18' N 46'00'00'E 120.00' 44'00'00"W 110.00, j29'34'45"W 36.14' �N 44'00'DO'W 12.44' �8� RAD N 24'18'39"E PAR. A SEE I SHT. 1 N 0 R S E 7R-N00 Amue 47 ® Suite 200 O O K I C H LO Oulnla„ " 922' Voice: 7Em-771-4013 FAX: 700-771-4073 S C N U L i 2 MdWa hla"dum"wg.ml '.. PLANNERS EN GI N E E R5 SU R V E V0R5 SCALE 1"=200' N 46'00'00"E 2.34' N 0'21'39"W 138.27' - 1225.38' �- N 89'00'39" E 1318.63' �- N " s LEGEND EXISTING LOT LINE TO BE ADJUSTED = A EXISTING LOT LINE TO REMAIN L.S. 6588 ® NEW LOT LINE EKP. 12-31-05 * P OLD LOT N0. �P B NEW PARCEL NO. LOT LINE ADJUSTMENT NO. 2005-446 CITY OF LA QUINTA I:\631 P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLF TAMPICO (760) 7 7 7 - 7 0 0 0 LA QUINTA, CALIFORNIA 92253 FAX (760) 777.7101 November 10, 2005 Web Barton Schumacher 60" & Monroe Partners, LLC 2995 Woodside Road, Suite 400 Woodside, CA 94062 Dear Mr. Barton: We tried contacting you by telephone for additional information concerning Lot Line Adjustment LLA 05-446 in relation to the two small parcels proposed at the southern portion of the property. We require a written letter detailing the purpose and intent of use for these small parcels, identified as proposed lots 1 and 3 on Exhibit B of your submittal. As of Friday morning, Engineering is in the process of verifying closure data on your submittal. We would most appreciate it if you could fax us a letter detailing the above information with any supporting documentation (if necessary) to (760) 777- 1233. Sincerely, Andrew J. Mogensen, Associate Planner �J 0 2 LLA05446.OUT TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA�. - (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 BLOCK ID : BDRY LLA 05-446 BOUNDARY C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 301 2166624.693 6566755.981 302 N 0-13-39 w 2328.74 2168953.415 6566746.734 303 N 88-56-10 E 1317.48 2168977.877 6568063.987 304 N 0-17-39 w 333.25 2169311.122 6568062.276 305 N 88-54-40 E 1317.10 2169336.152 6569379.139 306 S 0-21-39 E 1335.26 2168000.918 6569387.548 307 5 89-00-39 w 1318.63 2167978.154 6568069.114 308 5 0-17-39 E 1332.98 2166645.192 6568075.958 301 S 89-06-38 w 1320.15 2166624.699 6566755.967 CLOSURE: 5 66-35-31 E 0.015 PERIMETER= 10603.59 FT. AREA = 4831,$86.2 SQ. FT. AREA = 110.91796 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA,- (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 BLOCK ID : BDRY PARCEL ID: PAR1 C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 301 2166624.693 6566755.981 2086 N 0-13-39 w 570.58 2167195.269 6566753.715 1926 N 88-40-00 E 889.04 2167215.956 6567642.515 2087 5 1-20-00 E 577.44 2166638.672 6567655.951 301 5 89-06-38 w 900.07 2166624.700 6566755.990 CLOSURE: S 50-53-55 w 0.011 PERIMETER= 2937.13 FT. AREA = 513446.8 SQ. FT. AREA = 11.78712 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA,- (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 BLOCK ID : BDRY PARCEL ID: PAR2 C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 2086 2167195.266 6566753.716 302 N 0-13-39 w 1758.16 2168953.412 6566746.735 1385 N 88-56-10 E 771.85 2168967.743 6567518.452 1312 S 1-03-50 E 105.46 2168862.302 6567520.410 451 S 2-47-04 E 1017.50 2167846.003 6567569.838 CURVE DELTA= 143-14 R= 1017.500 L= 30.555 T= 15.279 CH= 30.554 A= 2.336 665 N 1-03-50 w 1017.50 2168863.327 6567550.946 0 2078 N 88-56-10 E 71.65 2168864.658 6567622.584 1101 S 1-03-50 E 35.00 2168829.664 6567623.234 1100 S 1-03-50 E 23.50 2168806.168 6567623.670 CURVE DELTA= 94-011-45 R= 23.500 L= 38.566 T= 25.214 CH= 34.382 A= -177.711 1099 5 84-54-25 w 23.50 2168804.082 6567600.263 480 N 84-54-25 E 982.50 2168891.302 6568578.884 CURVE DELTA= 6-46-48 R= 982.500 L= 116.262 Page 1 LLA05446.OUT T= 58.199 CH= 116.195 A= -133.199 1114 5 78-07-37 w 982.50 2168689.158 6567617.403 1115 N 78-07-37 E 10.00 2168691.216 6567627.190 CURVE DELTA= 100-48-33 R= 10.000 L= 17.595 T= 12.090 CH= 15.411 A= 38.860 1116 N 1-03-50 w 10.00 2168701.214 6567627.004 1117 N 88-56-10 E 69.92 2168702.512 6567696.912 454 S 1-03-50 E 294.00 2168408.563 6567702.371 CURVE DELTA= 47-03-50 R= 294:000 L= 241.497 T= 128.030 CH= 234.765 A= 3859.631 1118 N 46-00-00 E 294.00 2168612.792 6567913.856 1119 S 44-00-00 E 13.43 2168603.132 6567923.186 1120 S 46-00-00 w 10.00 2168596.185 6567915.992 CURVE DELTA= 90-00-00 R= 10.000 L= 15.708 T= 10.000 CH= 14.142 A= 28.540 1121 S 44-00-00 E 10.00 2168588.992 6567922.939 1105 N 46-00-00 E 115.00 2168668.877 6568005.663 702 S 44-00-00 E 35.00 2168643.701 6568029.976 703 5 44-00-00 E 23.50 2168626.796 6568046.301 CURVE DELTA= 90-00-00 R= 23.500 L= 36.914 T= 23.500 CH= 33.234 A= 157.611 704 N 46-00-00 E 23.50 2168643.121 6568063.205 705 5 44-00-00 E 109.00 2168564.712 6568138.923 458 S 46-00-00 w 382.50 2168299.006 6567863.775 CURVE DELTA= 6-42-43 R= 382.500 L= 44.808 T= 22.430 CH= 44.783 A= 19.587 1753 N 52-42-43 E 382.50 2168530.733 6568168.092 1752 5 46-00-00 w 73.25 2168479.849 6568115.401 1751 S 32-42-09 w 61.65 2168427.971 6568082.093 1750 5 41-36-13 W 60.18 2168382.971 6568042.135 1748 S 46-00-00 W 120.00 2168299.612 6567955.814 1735 5 44-00-00 E 110.00 2168220.485 6568032.226 858 S 29-34-45 E 36.14 2168189.055 6568050.066 859 5 44-00-00 E 23.50 2168172.150 6568066.390 CURVE DELTA= 90-00-00 R= 23.500 L= 36.914 T= 23.500 CH= 33.234 A= 157.611 860 N 46-00-00 E 23.50 2168188.475 6568083.295 861 S 44-00-00 E 12.44 2168179.526 6568091.936 377 N 46-00-00 E 267.50 2168365.347 6568284.360 CURVE DELTA= 21-41-21 R= 267.500 L= 101.261 T= 51.244 CH= 100.658 A= -321.155 622 5 24-18-39 w 267.50 2168121.568 6568174.234 621 5 24-18-39 w 10.00 2168112.455 6568170.117 CURVE DELTA= 68-18-39 R= 10.000 L= 11.922 T= 6.785 CH= 11.229 A= -13.152 620 N 44-00-00 w 10.00 2168119.648 6568163.170 1240 5 46-00-00 w 2.34 2168118.023 6568161.487 1457 S 0-21-39 E 138.27 2167979.755 6568162.358 307 5 89-00-39 w 93.24 2167978.146 6568069.132 308 5 0-17-39 E 1332.98 2166645.183 6568075.975 2087 S 89-06-38 w 420.08 2166638.662 6567655.946 1926 N 1-20-00 w 577.44 2167215.946 6567642.509 1936 s 88-40-00 w 595.02 2167202.100 6567047.651 1912 N 1-20-00 w 109.86 2167311.931 6567045.094 362 S 6-34-46 E 1982.50 2165342.488 6567272.251 CURVE DELTA= 0-39-08 R= 1982.500 L= 22.568 T= 11.284 CH= 22.568 A= -0.483 747 N 7-13-54 w 1982.50 2167309.217 6567022.690 364 N 7-13-54 w 58.50 2167367.252 6567015.326 CURVE DELTA= 47-43-13 R= 58.500 L= 48.723 T= 25.875 CH= 47.327 A= 159.146 2089 s 40-29-19 w 58.50 2167322.761 6566977.343 Page 2 LLA05446.OUT 2088 S 40-29-19 W 20.00 2167307.550 6566964.357 1939 S 88-40-00 W 121.12 2167304.732 6566843.269 1938 S 0-13-39 E 107.38 2167197.353 6566843.696 2086 S 88-40-00 W 90.02 2167195.258 6566753.700 CLOSURE: N 62-05-35 E 0.018 PERIMETER= 7929.17 FT. AREA = 2404943.8 SQ. FT. AREA = 55.20991 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 BLOCK ID : BDRY PARCEL ID: PAR3 C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1938 2167197.360 6566843.708 1939 N 0-13-39 w 107.38 2167304.740 6566843.282 2088 N 88-40-00 E 121.12 2167307.558 6566964.369 2089 N 40-29-19 E 20.00 2167322.769 6566977.355 364 N 40-29-19 E 58.50 2167367.260 6567015.339 CURVE DELTA= 47-4$-13 R= 58.500 L= 48.723 T= 25.875 CH= 47.327 A=-159.146 747 S 7-13-54 E 58.50 2167309.225 6567022.703 362 S 7-13-54 E 1982.50 2165342.496 6567272.263 CURVE DELTA= 0-39-08 R= 1982.500 L= 22.568 T= 11.284 CH= 22.568 A= 0.483 1912 N 6-34-46 w 1982.50 2167311.939 6567045.107 1936 S 1-20-00 E 109.86 2167202.108 6567047.663 1938 S 88-40-00 W 204.00 2167197.362 6566843.718 CLOSURE: S 83-52-22 W 0.010 PERIMETER= 633.65 FT. AREA = 22,05.9 SQ. FT. AREA = 0.50748 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 COURSE START- 1240 620 621 CURVE 622 377 CURVE 861 860 859 CURVE 858 1735 1748 1750 1751 1752 1753 TRACT NO.: 05-446 BLOCK ID : BDRY PARCEL ID: PAR4 BEARING DISTANCE 1457 N 0-21-39 w N 46-00-00 E S 44-00-00 E DELTA= 68-18-39 T= 6.785 N 24-18-39 E N 24-18-39 E DELTA= 2141-21 T= 51.244 S 46-00-00 W N 44-00-00 w S 46-00-00 w DELTA= 90-00-00 T= 23.500 N 44-00-00 w N 29-34-45 W N 44-00-00 W N 46-00-00 E N 41-36-13 E N 32-42-09 E N 46-00-00 E 138.27 2.34 10.00 R= 10 CH= 11 10.00 267.50 R= 267 CH= 100 267.50 12.44 23.50 R= 23 CH= 33 23.50 36.14 110.00 120.00 60.18 61.65 73.25 Page 3 C O O R D I N A T E S NORTH EAST 2167979.761 6568162.356 2168118.029 6568161.485 2168119.654 6568163.168 2168112.461 6568170.115 000 L= 11.922 229 A= 13.152 2168121.574 6568174.232 2168365.353 6568284.358 500 L= 101.261 658 A= 321.155 2168179.532 6568091.935 2168188.481 6568083.293 2168172.156 6568066.388 500 L= 36.914 234 A= -157.611 2168189.061 6568050.064 2168220.491 6568032.224 2168299.618 6567955.812 2168382.977 6568042.133 2168427.977 6568082.091 2168479.855 6568115.399 2168530.739 6568168.09C L LLA05446.OUT 458 S 52-42-43 W 382.50 2168299.012 6567863.773 CURVE DELTA= 6-42-43 R= 382.500 L= 44.808 T= 22,430 CH= 44.783 A=-19.587 705 N 46-00-00 E 382.50 2168564.718 6568138.921 704 N 44-00-00 w 109.00 2168643.126 6568063.203 703 S 46-00-00 w 23.50 2168626.802 6568046.299 CURVE DELTA= 90-00-00 R= 23.500 L= 36.914 T= 23,500 CH= 33.234 A=-157.611 702 N 44-00-00 w 23.50 2168643.706 6568029.974 1105 N 44-00-00 w 35.00 2168668.883 6568005.661 1121 S 46-00-00 w 115.00 2168588.998 6567922.937 1120 N 44-00-00 w 10.00 2168596.191 6567915.990 CURVE DELTA= 90-00-00 R= 10.000 L= 15.708 T= 101.000 CH= 14.142 A=-28.540 1119 N 46-00-00 E 10.00 2168603.138 6567923.184 1118 N 44-00-00 w 13.43 2168612.798 6567913.855 454 5 46-00-00 w 294.00 2168408.569 6567702.369 CURVE DELTA= 47-0$-50 R= 294.000 L= 241.497 T= 128,030 CH= 234.765 A=-3859.631 1117 N 1-03-50 W 294.00 2168702.518 6567696.910 1116 S 88-56-10 w 69.92 2168701.220 6567627.002 1115 S 1-03-50 E 10.00 2168691.222 6567627.188 CURVE DELTA= 100-4$-33 R= 10.000 L= 17.595 T= 12.090 CH= 15.411 A=-38.860 1114 S 78-07-37 W 10.00 2168689.164 6567617.402 480 N 78-07-37 E 982.50 2168891.308 6568578.882 CURVE DELTA= 6-46-48 R= 982.500 L= 116.262 T= 58.199 CH= 116.195 A= 133.199 1099 S 84-54-25 W 982.50 2168804.088 6567600.261 1100 N 84-54-25 E 23.50 2168806.174 6567623.668 U CURVE DELTA= 94-01-45 R= 23.500 L= 38.566 T= 25.214 CH= 34.382 A= 177.711 1101 N 1-03-50 W 23.50 2168829.670 6567623.232 2078 N 1-03-50 w 35.00 2168864.664 6567622.582 665 S 88-56-10 W 71.65 2168863.333 6567550.944 451 S 1-03-50 E 1017.50 2167846.009 6567569.837 CURVE DELTA= 1-413-14 R= 1017.500 L= 30.555 T= 15.279 CH= 30.554 A= -2.336 1312 N 2-47-04 w 1017.50 2168862.308 6567520.408 1385 N 1-03-50 w 105.46 2168967.749 6567518.450 303 N 88-56-10 E 545.63 2168977.880 6568063.986 304 N 0-17-39 w 333.25 2169311.126 6568062.275 305 N 88-54-40 E 1317.10 2169336.155 6569379.137 306 S 0-21-39 E 1335.26 2168000.922 6569387.546 1457 S 89-00-39 w 1225.38 2167979.768 6568162.348 CLOSURE: S 48-41-16 E 0.010 PERIMETER= 6617.35 FT. AREA = 1891125.1 SQ. FT. AREA = 43.41426 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 COMPLETION OF BLOCK ID: BDRY BLOCK AREA= 4831586.2 S .FT. TOTAL LOT AREA = 4831621.6 SQ.FT. 110.91796 A RES 110.91877 ACRES 0 LOB ACREAGE FOR TRACT 05-446 PAGE LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 Page 4 1 t L PARCEL: PAR1 PARCEL: PAR2 PARCEL: PAR3 PARCEL: PAR4 0 0 LLA05446.OUT ACRES (SQ. FEET) 11.787 513446.8 55.210 2404943.8 0.507 22105.9 43.414 1891125.1 PERIMETER 2937.13 7929.17 633.65 6617.35 Traverse Analysis and Checking (PTRAV) LLA 05-446 - LA QUINTA - (631-00) - MDS CONSULTING - 10-19-05 TRACT NO.: 05-446 DATE: 10/19/** TIME: 9:03 POINT FILE: 2032 POINTS= 3000 DIRECTORY PATH: DATA FILE: LLA05446.P Page 5 ' Oct.14.2005 2:43PM Scmacher Inc. 656292386 P.1 TRACT 32398-1 PHASE 1 n A"%- . TRACT 32398 40 59 39 67 66 77 78 67 85 97 98 38 � PHASE 2 61 m 88 89 TB 79 = 66 89 96 n 99 37 62 t- 65 a 70 %5 S 80 0 65 �-- 90 95 s 100 36 m _ 64 77 74 all 84 0� 91 94 101 35 a 96 83 72 73 62 83 92 63 102 34 33 166 185 �+�' 103 32 164 C 104 31 162 �jy LOT Y 105 °J F 30 LOT UU Rif JOB 29 107 28 108 27 138 138 129 M 128 119 118 109 26 25 Jy iBJ� 140 13% 130 127 120 117 110 �y pB 148 pg 14] 136 0 131 128 n. 121 116 fii 24 SBA Ba 35 144 142 135 �132 125 IZ2 Its 112 23 47 143 134 133 124 123 114 113 22 `r?S� 46 21 e 45 `� 20 Sp � 44 � WW n o+ _ o N Q w o _ r 19 vv v I 42 _,..,.. LOT C -�} OT MM q S LOT Lly 17 41 I6 I9 162 "m40 m 19$ 39 20 i63 (1,81-9 193 36 21 164 1 193 37 22 65 = 0 192 ve w 195 I'EI`3 197 1 12 1 8 TRACT NO. 32398 CITY OF LA QUINTA Oct 14.2005 2:43PM Sc macher Inc. u O 65 29238S 2 Ort 14.2005 2:43PM i I X� Scmacher Inc. O