The URL can be used to link to this page

Home My WebLink About2560 EL CAMINO REAL; ; 76-3219_MISC; Permit:1 I 1 BUILDING PERMIT- APPLICATION 'City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. Phone 729-1181 Permit Nn — JOB ADDRESS g4J 'ASSESSOR'S PARCEL NUMBER LEGAL 1DESCR..)>1 ,0\N O. ':2 ELK TWA 3.> ATTACHE SHEET ) I BOOK I I PAGE I PAR. I ;, [ I OWNER MAIL AODRESS? f I,H-U' i)g.. ZIP PHONE NtI& i44 Cbt(. 'PT L.AC c CONTRACTOR MAILADORESS PHONE LICENSE NO. STATE CITY 3 ARCHITECT OR DESIGNER MAIL ADDRESS PHONE it EfsE I\UIc 4AS 177 &LCA ENGINEER . MAIL ADDRES). PHONE LICENSE NO. ' COMPENS AT, ION.I N'S ....CARRI ER MAIL ADDRESS BRANCH ' USE OF BUILDING ri NEW U ADDITION U ALTERATION • U REPAIR U MOVE U REMOVE 9 Describe work: ç fj c• LAèJOCJE, Pu fat 10 Change of use from Change of use to 11 Valuation of work:$ ' I' PLAN CHECK FEE PERMIT FEE $/( SPECIAL CONDITIONS: Type of Const. Occupancy Grd'u p MICRO FILM FE. gj Size of Bldg. (Total) Sq. Ft. V No. of tories f4 l Max. 0Cc. Load /1 Fire Zone Us 7f' Zone: ,. Fire Sprinklers Required Lives UNo APPLICATION ACCEPTED BY: PLANS CHECKED BY IAPPROVEO FOR ISSU NCE BY. OFFSTREET PARKING SPACES: I No. of No. lNo. DATE Dwelling Units I Covered Sq. It. Open NOTICE Special Approvals [ Required Received Not Required PLANNING DEPT. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING. I THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- HEALTH DEPT. FIRE DEPT. TION AUTHORIZED IS NOT COMMENCED WITHIN 120DAYS, OR IF SOIL REPORT CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. . OTHER (Specify) ENGINEERING DEPT. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. WATER DEPT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE - PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING - CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF CON'TWA'C"rOS'OR AUTHORIZED AGENT (DATE) SIGNATURE _OF_ OWNER _(IF _OWNER _BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS-SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH ' PERMIT VALIDATION CK. M.O. CASH I INSPECTOR - • , INSPECTION RECORD DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK 0 TRENCH REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT._LATHING MASONRY 0 FINAL USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. '0, S ELECTRICAL PERMIT APPLICATION J.. City-of CARLSBAD, CALIFORNIA 92008 Applicant to complete nur,reci spaces only. Phone 729-1181 Permit No. JOB ADDRESS / L LEGAL I LOT NO. . - I TRACT (SEE ATTACHED SHEET) IDESCR.1 I OWNER , ,1...... .,4 f..-' I'. MAIL.ADDRESS, PHONE C 45, ONTRACTOR. MAIL MAIL ADDRESS 5 ,c/rcr,i /,,, 26i 3'cr PHONE . STATE LIC. NO. CITY-LIC NO. ARCHITECT OR DESIGNER MAIL ADDRESS PHONE. LICENSE NO. 4 ENGINEER MAIL ADDRESS 5 PHONE LICENSE NO. . 45 COMPENSATION INS. CARRIER MAIL ADDRESS 6 /.-. BR'ANç}j USE OF BUILDING 7 8'.Classofwork: . tEW . El ADDITION Cl ALTERATION 0 REPAIR -Th 9 Describe work: 'u• 3i& Yi -r A PERMIT FEES • SWIMMING POOL WIRING, No. Each Fee SPECIAL CONDITIONS: NO INCREASE IN SERVICE NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER APPLICATIONACCEPTEOBY: IPLANSCHECKEOBY: APPROVED FOR IUAN)E BY: LATE l`NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE IN MAIN NOTICE . SERVICE, SWITCH, FUSE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- OR BREAKER TION AUTHORIZED-IS NOT COMMENCED WITHIN 120 DAYS,OR IF . CONSTRUCTION OR WORK IS SUSPENDED OR-ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM. REMODEL, ALTERATION, NO CHANGE MENCED. IN SERVICE FOR EA. AMPERE OF I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS INCREASE APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE TEMP. SERVICE UP TO AND INCLUD- PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ING 200 AMP. CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. . TEMP. t SERVICE OVER -200 AMP. PER 100 pt SIGNATURE OF CONTRACTOR OR-AUTHORIZED AGENT ' (DATE) / ISSUANCE FEE TOTAL FEES _ SIGNATURE _OF_ OWNER _(IF_OWNER BUILDER) - (DATE) --vvlttrd rIlUrEIlLY VAL.IUATO (IN THIS SPACEI THIS IS YOUR PERMIT PLAN CHECK VALIDATION- CK. M.O. . CASH- PERMIT VALIDATION c. i M.O. CASH V INSPECTOR f •. INSPECTION REPORTS .. ., DATE, ITEM REMARKS . INSPECTOR - '7 A _..•__-_ .,. - - 4. ELECTRICAL PERMIJ APPLicATION nN :. ,CityOf cRBAD,.cAuFQRNIA92oo8 ,i.? AppI,cant to completi numbered spaces onI) Phone 729-1181 Permit No .11 JOB ADDRESS - . 1 LEGAL D ESC LOT NO. ) BLE V • TRACT - V • V - V (:]SEE ATTACHED SHEET) " ', OWNER V V .. MAIL ADDRESS , ZIP PHONE . V • .V V•• . V CONTRACTOR • - V MAIL ADDRESS PHONE .LICENSE NO. STATE CITY V /24w M7i2'/V 5O O/ ARCHITECT OR DESIGNER V MAIL ADDRESS PHONE LICENSE NO. 4"V3S . ENGINEER -V.. MAIL ADDRESS V PHONE V LICENSE NO. V COMPENSATION- INS. CARRIER r MAIL ADDRESS V V * . BRANCH -: USE OF BUILDING . . . . 8'Iassofwork: 1K NEW V DADOITION 0 ALTERATION 0 REPAIR V V 9 Describe work V . . . PERMIT FEES V V V - .• V ISSUANCE OF EACH PERMIT. No. Each Fee SPECIAL CONDITIONS: V V V V V V V V V V• NEW CONSTRUCTION, .FOR EACH AMPERES OF MAIN SERVICE SW'TCHIr FUSE OR BREAKER . I V . V APPuçATioNAcEPTEev: PLANS APPROVEOFORISiANcyBY: A /A V DATE ufC..- .. NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE V V. V I . .., V ...NOTICE . . THIS PERMIT BECOMES NULL AND VOIDIFVWORK OR CONSTRUC- OR BREAKER . • V V_______ TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A . PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- REMODEL, ALTERATION, NO CHANGE V MENCED. -.! . IN SERVICE, FOR EA. AMPERE OF . I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS INCREASE V APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS. V TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE TEMP. SERVICE UP TO AND INCLUD- V PROVISIONS OF.ANY OTHER STATE OR LOCAL LAW REGULATING ING 200 AMP. V CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. - . . . . ... V TEMP. V SERVICE .OVER 200 AMP. - . . V . jd4f PER 100 V/DjL2s ' ..... SIGNATURE o;NTRCToR OR AUTHORIZ/G AGENT (DATE) PERMIT-FEE V . - ....-,... ... V • -V .)., ") SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) V WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION -, CK. M.O. . . CASH PERMIT VALIDATION V V ci. M.O. - •' CASH V; V V•A - / -INSPECTOR-' V. • .. . . ....... "-S INSPECTION REPORTS DATE - ITEM . REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 10 MEMO - October 11, 1977' '• " : TO: Tim Flanagan. .'• ' . - FROM:. Rene Munar ' . Re: Sewer connections' claimed, by SGPA Letter dated October 7,, 1977 ' Based on ourrecords,'th'e following sewercoñnections, in' ref erencé'to • the above letter, are'paid: . ... " ., ' ' • 1. Permit #SE 1486 - by Collins 'Develo'pmentCo. 28 units (2504, 2508, 2540, 2588 El Camino Real) ' •. "' .'' • 'Permit #SE .1894 -. by'City Dental' Supply . '.,. . ' ' 2 units (25O8El Camino Real), ' ' ' ' . ' ' • ' , , . Permit #8 E, 1454 - by 31: Flavors , 0 ' unit ' . ' •. (2540 El Camino Real) • • ' ' •' ' •• ' . ' Permit 1/SE 1884 - 'Square Pan Pizza , 1. unit • 0 • (2504 El Camino Real)- 5.. . Permit 1/SE .l435 -"Dr. Welch' •' . ' . ' 2 units' ' 0, (2588 El Camino Rea) TOTAL 34 units Enclosures Copies of above permits 0 • • ' Addresses' of shops'' , 0 • ,, • 0 " . ' •' Rene Munar 0 0 . 0 - 0 •,,0,, 0 0 •• •• '0 ' • ' 0 0 0 • • ROBERT PRATER ASSOCIATES Consu!isng Soil Foundoiion & Geological Engneeis August 19,-1976.Cl T( OF 101-21A, 1315 uddng SGPA Planning & Architecture. P 0 Box 33326 San Diego, California 92103 Attention Messrs Richard Sullivan and Mel Ninomiya Reo Pavement Recommendations Carlsbad Plaza Carlsbad, California Gentlemen In accordance with your request and as recommended in the foundation investigation report of April 22, 1974, we have made a final evaluation of the subgrade soils within pavement areas Based on our exerience with similar soils along with the results of R-value tests per- formed recently on the better quality sandy soils and previously (in connection with the founda- tion investigation report) on the poorer quality clayey soils, we have developed the recom- mended pavement sections contained in the attached Tables A and B The pavement sections presented in Table A are applicable to the areas of the site (see Figure 1) where the poorer quality soils will comprise much of the upper 12 inches of the finish subgrade surface Table B contains pavement section recommendations applicable to the remainder of the site Asphaltic concrete, aggregate base, and preparation of the subgrade should conform to and be placed in accordance with the requirements of the State of California, Department of Trans- portation (CALTRANS) Standard Specifications, January 1975 edition, except that the test method for compaction should be determined by ASTM D1557-70 Preparation of the subgrade and placement of the base material should be performed under the observation of the soil engineer's representative If you have any questions, please call Very truly yours, ROBERT PRATER ASSOCIATES 1 01 Robert Prater, C £ RP rcs Copies 'Addressee (6) DC, Al ini Mr. David C Powell (2) I l%i'Soueiiio Willey Rø(!Y,iiii: IC)!, Ii :)!,-.,(1p,Cc,l,!)l,iiiQl2l (/)4)4 W ';..'. ... . .. . '--- - 7t - .•• •.. . .• . /' . . Approximate Scale (Feet) .t •- . , . . . .. LL " ,. :0 100 .200 300. - . . . LEGEND I I Indicates limits of Area A L J Pjvenient Sectons (see Table A) Base Sheet CA'—1,- dated June 8, 1976 of the construction drawings by SGPA U I SITE PLAN . . : . . .1 CARLSBAD PLAZA . OErT PPAM . . 0 'I u 1lpm•, • • 0 Carlsbad, shad, Cal -i fornia . . 0 . .. rlio.JECT NO. . • t)AT.E ALI Cl US • : Figure : •. • TABLE A RECOMMENDED PAVEMENT SECTIONS FOR AREA A OF FIGURE I Pavement Components Asphaltic ;.Aggregate'Base • • Concrete Class 2 Total Thickness Location (Inches) (Inches)..... (Inches) Automobile Parking and 2 0 8 5 10 *.5 Traffic Channels (1 I = 4 0 for 20-year. life) Major Augomobile 2 5 10 5 1'3.0 Traffic Channels (1 I = 5 0 for 20-year life) • ., . .. .. . Truck Access and Loading 3 0 13.5 16.5 Areas (1.1 6.0-for 20-year life) TABLE B RECOMMENDED PAVEMENT SECTIONS FOR BALANCE OF SITE .(OTHER-THAN AREA ,'A OF FIGURE I) Pavement Components Asphaltic Aggregate Base Concrete Class 2 Total Thickness Location • (Inches) . • (Inches) (Inches) . .. Automobile Parking and 2 0 6 0 8.'0 Minor Traffic Channels (T.I. 4.0 for 20-year . . • .; . •' • : life)' Major Automobile 2.5 8 0 10 5 TrdfFic.Chanhels . . . .• S • • • . . ,. (1 I 5.0 for 20-year life) Truck Access and Loading 3 0 10 0 .13 .0 - Arcas(T.I.6.01or S •• . S S • 'life) 2.0-year • . S. S • . .• . .:.' • • S '• C. RECEIVED ' ,' ROBERT PRATER ASSOCIATES SEP 2 41976 - , Consulting Soil, Foundation & Geological Engineers August 19, 1976 CITY OF CARLSBAD 1O1-21A, 1315 Building Department SGPA Planning & Architecture P. 0. Box 33326 Son Diego, California 92103 Attention: Messrs. Richard Sullivan and Mel .Ninomiya .' Re: Pavement Recommendations . Carlsbad Plaza -. Carlsbad, California . . Gentlemen: . In accordance with your request and as recommended in the foundation investigation report of April 22,. 1974, we have made a final evaluation of the subgrade soils within pavement areas. Based on our experience with similar soils along with the resultsof R-value tests per- formed recently on the better quality sandy soils and previously (in connection with the founda- tion investigation report) on the poorer quality clayey soils, we have developed the recom- mended pavement sections contained in the attached Tables A and B. The pavement sections presented in Table A are applicable to the areas of the site (see Figure 1) where the poorer quality soils will comprise much of the upper 12 inches of the finish subgrade surface. Table B contains pavement section recommendations applicable to the remainder of the site. Asphaltic concrete, aggregate base, and preparation of. the subgrade should conform to and be placed in accordance with the requirements of the State of California, Department of Trans- portation (CALTRANS) Standard Specifications, January 1975 edition, except that the test method for compaction should be determined by ASTM D1557-70. Preparation of the subgrade and placement of the base material should be performed under the observation of the soil engineer's representative. If you have any questions, please call. - Very truly yours,. . . . . . . . ROBERT PRATER ASSOCIATES Robert Prater, C. E. . . RP:rcs -. - Copies: Addressee (6) - SDC, Attn: Mr. David C. Powell (2) . . . 11585 Sorrento Valley Road, Suite 101, San Diego, California 92121 (714) 453-5605 0 p4 r 1 ... - :.- . . 1:I 11 - : iL 0 1 . Z 1' I L__ - —1 E LU AM 0 ,L. . 4 ____ - 0 ) I __ : L-'- S - E - . •1 - I . Approximate Scale (Feet) -. -. I - 0 100 .200. 300 -- -5-.- 5 5, 1_ '.• LEGEND •_:- •' /5 - 5 5 . .. . -.•-- • 5 . __ - S - IndicatesiimitsofAreaA Pavement Sections (see Table A) - •: - ...-,. - .: -. . - - Base: Sheet CA-i, dated June 8, 1976 of the cohstrUction drawings by SGPA. SITE PLAN ROET PRATR ASSOCIATES CARLSBAD PLAZA C•)rhuiIfl(J Sad. lOu,dcjt,ofl & Geoloçjcci Engineers - - •. Carisbad, Cal ifornia.' - PROJECT- NO. I DATE - Figure 101-2i\ August 1976 5 • .5 . . ... 5- 5 J5 TABLE A -. RECOMMENDED PAVEMENT SECTIONS FOR AREA A OF FIGURE 'l PàveméntComponents Asphaltic Aggregate Base Concrete: Class 2 Total Thickness Location (Inches) (Inches) (Inches) ACitomobile Parking and 2.0 8.5 10.5 Traffic Channels . . (T.l.=.4.0 for 20-year .• . • life) MaorAugomobile •. 2.5 • 10.5 i3.0 • .• Traffic Channels . . • • (T. 1. =5.0fdr 20-year . life), . . • Truck Access and Loading 3.0 13.5 16.5 •. Areas (T 01 = 6.0 for 20-year life) TABLEB , RECOMMENDED PAVEMENT SECTIONS FOR BALANCE OF SITE (OTHER THAN AREA A OF FIGURE I) . • PavementComponents : -. . • - Asphaltic Aggregate Base • Concrete Class-2 Total Thickness • Location (Inches) • (Inches) (Inches) • Aufomob.fl.e Parking and . 2.0 6.0 8.0 Minor- Traffic Channels 0 (1.1. -4.0.for 20-year . 0 life). ••. ., . I • •. • - Major Automobile 2.5 8.0 -10.5 TrdFfic ChannIs • - 0 (T.l.5.0for20-year. 0 • • • :Iife) •. - 0 - I . 0 Truck.* and Loading • 3.0 10.0 - 13.0 Areas (T.l..6.0 for 20-year life) . • . - 0 0 • . 04 - • 0 • •• • 4 - I S - . - -'t -- I -75 To r-awI5, .S.( •i - ___________ - - Cy. DBL L' FQM I I I ( .5 4,Oc -: I :S- W - _____ ______ :. . z:. • .1 .. I GENERAL NOTES SIGN TO BE CONSTRUCTED OF INCOMBUSTIBLE - . . MATERIALS, AND APPROVED ACRYLIC PLASTIC. 2 STRUCTURAL STEEL SHALL CONFORM TO ASTM ,-.- A 36 -- / I 3. STEEL PIPE SHALL CONFORM TO A S TM / A53BORAPI 5L-B:/ - 4 ALL WELDING BY CERTIFIED WELDERS IN SHOP f - OF LICENSED FABRICATOR 5 CONCRETE TO BE 1.2 ½ 3½ WITH 7½ GALS / S S • • ... . WATER MAX. PER BAG OF CEMENT. / :.- - - REQUIRED STRENGTH AT 28 DAYS 2000 PSI - 6 ALL CONNECTIONS /2 DIA BOLTS EXCEPT AS . ... .•• • NOTED. EDGE CLEARANCE FOR BOLTS SHALL _________ _________-. .. . . S. •' . CONFORM TO A.I.S.C. SPECIFICATIONS. 7 CONTRACTOR TO VERIFY ALL DIMENSIONS AND OF CONDITIONS ON JOB 8 MAINTAIN CODE DISTANCE OF OVERHEAD POWER LINES . • .. :. 9. UL LABEL AFFIXED. • • . - 14 -r SAM - - •-•-- -: TT T .I .: ..R ,••• . • ;,•. ..-. - - - -- c j., . I I I 441 ... ,'.•. 4. 44•5* 4 - I ' 1144 1 ' 40 - •1 . 44 - 4 I I 1% - * i vt :Ml J .1 14 •••f :-I _;.it_ 4 44l 1 I - t._- -flO S_ 4 ,3 4 I .• 14. L I I t ,JTh- '- . I I p4 * - •I••f•1I ' ... -- L j4 I44/ r )4 j'.___ •.j"-' $ I - L ' •'l I _4 _i--------.- - .j 13 g 4\ I * .4 -. . . :4 4 - . . j •1. i c 1 4 . --:., . '-• . •0 ' •, -: -, '. . .. 1' 144 1 I4 .). '44LI44I . I.• . -._.--, ..- - ___________ Qfit IT . $ .t portion of Lot 4 in Section. 32, Townshtp-tLouLu, •.." n the City of Carlsbad, County of San Diego, Stat of Clpxna, azcor4- &1L ing to United state Government Survey, described as foGovernment raegi.rrning at the most $outherl,y corner of Parcel '2 as shom at Page 487 of parcel 4aps, filed in !he office of the County Recorder of San Diego County, March 30, 197. 1eing alo an Oa point in the boundary of land described deed to OTIS E. VANDENBURG, et ux, recorded July 5, 1960 as File No. 135043; terce along said . Northeasterly line !'orth 60°45'03" West (Record - North 61020P041, Wes 388 03 feet; to the most Easterly corner of Osuna Drive as 4escribe4 in 4e4 to the - Ciy of Cr1bad, ecorded March 25, 1963 as File No. 49109; thence atog e boundary of. said 01aa Drive ,s follows: South 86°50'57" West (Record Outt 86I556" West) 248.85 feet to the beginning of a tangent 20.00 qot radius curve, concave Southeaser1y.; and Southwesterly and Southerly along .te arc of âurve through a central angle of 9000'O0" a distance of 31,42 feet to the point of tgency in the Easterly boundary of Couflty Road Survey o, 18.PO-65 Y Camino Real, 126.00 feet wide) as described in deed to the County of San Dieg Ice corded October 19, 1966 as File No 167629, thence along said Easterly bouçtdar as fl1ows South 03°09'03" West, 77 27 feet to the beginni.ng of a tangent ...:...24370OfoOt ra4ius curve, concave Easterly; and Southei4y qjop of paid curve through i central angle of 01d1843 a distance of 55.0 et to the Northwesterly corner of Parcel ], as shown at Page 184 of Parce. Mps, filed çi the office of the County Recorder of San Diego County, January, 9, 1970, thence 0 ) ) alopg the boundary of said Parcel I as follows: North 81 06 4' Et, 42.74 r.' fee, and South 0805315" East, 100.00 feet to the Northwesterly corner of iand :. described",.* i deed to the City of Carlsbad (now cnown as Mariori}.pa4) recorded .' May 29, 1973 as Doctnnent No. 73-l41Z65; thence along the Northerly boutdary o said rrri9n Rod as fo11ws:, North 81006)451) East (Reo4 - North a1°Q6'26' Ea) 8X0 feet to the beginning of a tangent 1008 00 foot radius curve, cocav Southerly; Easterly along the arc of said curve through a central ng.e of 04°38'34" a distance of 81.68 feet; tangent to said curve Nqt 845.9' apt - -• 11 (Recrd - North 85°45'OO" East) 197.19 feet to the beginning of a tag99.qQ foot radius curve, concave Norther'y, and Ester1y a'ong tt arc$c said carve 1, through a central angle of 05°14145" a distance of 9P.82 feet (Record - central. .; a'pgle.of 05°14'46" a distance of 90.83 feet) to the Eatery. ling of paid Vandenburg's land; thence aloti.g said Easterly line North 052'O?" West (cord .• North 04°49139" West) 8868 feet to the point O J. f Beg.nntn. 0 17 - . ( . . . . . . _ • •4, 0, ti .0 - . . . . ., 'I •. I • . • •, . 0 i!I