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Home My WebLink About2706 GALICIA WAY; ; 77-1825; PermitMODEL NO ' BUILDING PERMIT APPLICATION. City of CARLSBAD, CALIFORNIA 92008 '7 Applicant to complete numbered spaces only. Phone 729-1181 Per•mit'No._ .105 BOOR ESS . . ASSESSORS PARCEL NUMBER I. LEGAL 1DESCR. LOT NO. BLK TRACT 1-4 Cc . I SEE ATTACHED SHEETI T4 Sc/uTA 4 BOOK I PAGE I PAR. OWNER MAIL ADDRESS ZIP PHONE 2 ..i7u1i'I 8CckT7 I1t2> ///4f4,yd '4,z5c- 6067 Y ej Re..* / CON RACTOR . MAIL ADDRESS .,j4/4 (P!IE STATE LIC. NO. CITY LIC.NO. £OCf P ELL/.S /4S44,vfc C/ ,Z$T5 ySE 3/8o ,.?/i/ ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 4 ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 COMPENSATION INS. CARRIER MAIL ADDRESS BRANCH 6 .. '/. USE OF BUILDING 3i,i Jç QB.5 NO. BORMS______ NO. BATHS______ IF r 8 Class of work: ;<NEW LI ADDITION LI ALTERATION LI REPAIR LI MOVE El REMOVE . 9 Describe work: A/ei Cot! .s 7r C 7/V 10 Change of use from . Change of use to 11 Valuation of work: $ PERMIT FEE $ PLAN CHECK FEE $ . . SPECIAL CONDITIONS: . Type of / ConGt. V Occupancy Group ,J MICRO FILM FEE . . Size of Bldg. . (Total) Sq. Ft./Q1l No. of Stories ) Max. 0cc. Load . A Fire Zone Use Zone ,1. / Fire Sprinklers Required Lives LIio APPLICATION ACCEPTED BY. PLANS CHECKED BY APPAOVEDOR ISSUANCE BY No. of OFFSTREET PARKING SPACES I DATE DATE Dwelling Units No Covered LSq. 7,' / No, Ft. 7 Open NOTICE Special Approvals Required Received Not Required PLANNING DEPT. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING. HEALTH DEPT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC. FIRE DEPT. TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF SOIL REPORT CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- OTHER (Specify) MENCED. 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 PROVIS9NS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSjVRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE or CONTRACTOR OR AUTHORIZED AGENT (DATE) SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) WHEN PROPERLY VALIDATED ON THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH ti TOTAL FEES $ . INSPECTOR INSPECTION RECORD DATE V REMARKS - INSPECTOR FOUNDATIONS: V V SET BACK TRENCH V REINFORCING WEATHER PROOFING V V V FOUNDATION WALL & V VV CONCRETE SLAB,.- V FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY V V FINAL USE SPACE BELOW FOR-NOTES, FOLLOW-UP, ETC. 4-21-77 Pour - Okay- B. Nelson. V V V V V 6-16-77 Fre: pj< .-Mr V V V f S1' •ff.•.• B / . MODEL NO. - BUILD G PERMIT APPLIC lION .• City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. Phone 7291181 Permit No. I Ad JOB ADDR ESS 27c* u)wL PARCEL ASSESSORS NUMBER ELE.ALESCR. LOT NO. BLK 2HIJII7 5t._).7_,(5EE TRACT PAR. ATTACHED SHEET) BOOK PAGE OWNER MAIL ADDRESS - ZIP 2 IF PHONE CONTRACTOR MAIL ADDRESS PHONE Q ARCHITECT STATE LIC. NO. CITY LIC. NO. OR OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. ENGINEER MAIL ADDRESS PHONE 5 LICENSE NO. COMPENSATION INS. CARRIER MAIL ADDRESS 6 BRANCH P L) USE OF BUILDING k....ICA=t 3 L.)/611 D 'B O. BDR MS . NO. BATHS________ 8 Class of work: NEW D ADDITION D ALTERATION . Li REPAIR LI MOVE LI REMOVE 9 Describe work: 0 10 Change of use from Change of use to 11 Valuation of work: $ 4341-1-S ' PLAN CHECK FEE $ j' PERMIT FEE S SPECIAL CONDITIONS: Type of J..j.J Const. .JL— Occupancy Group MICRO FILM FEE Size of Bldg. (Total) Sq. Ft. No. of Stories Max. 0cc. Load Fire Zone Use Zone Fire Sprinklers Required [—]yes LINO APPLICATION ACCEPTED BY: / DATE .J PLANS CHECKED BY APPROVED FOR IWSuACE BY DATE N Dwelling Units = No.ofN o. OFFSTREET PARKING SPACES: Covered ISg. Ft. On NOTICE I Special SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING. HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK ISSUSPENDEDOR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. . I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS 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 PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT ID,ATEI 77 Approvals Required Received Not Required PLANNING DEPT. HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) ENGINEERING DEPT WATER DEPT. 'ov SIGNATURE _OF_ OWNER _(IF _OWNER _BUILDER) (DATE) WHEN PROPERLY VALIDATED ON THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH TOTAL FEES $ INSPECTOR \ INSPECTION RECORD DATE REMARKS . INSPECTOR, FOUNDATIONS: -SETBACK TRENCH. REINFORCING .. FOUNDATION WALL& WEATHER PROOFING - •- . - . . - CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL. EXT. LATHING MASONRY- FINAL USE SPA CE BELOW FOfi 'NOTES FOLLOW-UP. ETC. , , ' PLUMBING PER APPLICATION City of CARLSBAD, CALIFORNIA 92008 r Applicant to complete numbered spaces only...,Phone 729-1181:-...p / J JOB ADDRESS . - - . 2 7t)6 /A .• , tL 0 ESC - LOT NO. •. . BLIF ...... . - I TRACT 'F. Ii (I:F LSO OWNER . MAIL ADDRESS . ZIP PHONE 2 iJJ 4 CONTRACTOR MAIL ADDRESS ' - PHONE IC. 7 STATE LIC. NO. - CITY L NO. ei i ARCHITECT OR DESIGNER MAIL ADDRESS , PHONE LICENSE NO. 4•' ENGINEER MAIL ADDRESS PHONE LICENSE NO, 5 . COMPENSATION INS. CARRIER MAIL ADDRESS BRANCH . 6 1USE OF BUILDING 8 Class of work r.9-NEW 0 ADDITION El ALTERATION U REPAIR 9'Describe work f/ (. PERMIT FEES ' , .' •e • . . . ' '.. • - '. No. - Type of Fixture or Item - .- :, . Fee SPECIAL CONDITIONS:- WATER CLOSET (TOILET) - $/ ,>Q BATHTUB LAVATORY (WASH BASIN) :'. ' S _..L SHOWER . ' . -- : - - '/ •• ., . . / KITCHEN SINK & DISP. - . • . .. . . DISHWASHER. - .--- / APPLICATION ACCEPTED BY PLANS CHECKED BY •. APPROVED FOUANCE By. LAUNDRY TRAY CLOTHES WASHER DATE . / WATER HEATER • -:.-,. .._L NOTICE URINAL - THIS:PERMlT BECOMES NULL AND VOID IF WORK OR CONSTRUC. DRINKING FOUNTAIN ' .-TION'AUTHORIZED (SNOT COMMENCED WITHIN 120 DAYS.OR IF FILOOR—SINK OR DRAIN . . - y'CONSTRUCTION.OR WORK IS SUSPENDED OR ABANDONED FOR.A PERIOD-OF' 120 DAYS AT ANY TIME AFTER WORK IS COM. SLOP SINK MENCED: GAS SYSTEMS NO. OUTLETS • , -. - .27 t2 I HEREBY' CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF, LAWS AND ORDINANCES GOVERNING THIS I WATER PIPING & TREATING'.EQUIP. -5--;- TVPEOF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT WASTE INTERCEPTOR PRESUME TO 'GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING VACUUM BREAKERS CONSTRUCTION. OR THE PERFORMANCE OF CONSTRUCTION. ,. '•' - .. LAWN SPRINKLER SYSTEM17 , 'S SEWER ' NUMBER CLEANOUTS - . CESSPOOL ' ' - -.. • - .' : .' - . -. SEPTIC TANK&PIT • 'ROOF DRAINS' .. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) - ISSUANCE FEE - SIGNATURE Of OWNER (IF OWNER BUILDER) ' (DATE) TOTAL FEES -" , $ WHEN PROPERLY VALIDATED (IN.THIS SPACE)'THIS IS YOUR PERMIT';?-.,y -.pLAN,cHECK.VALIDATION.'- CK.', . MO. -:CASH. ..- PERMI-T-VALIOATION: ' 'cx.'.- .. M.O.- 'CASH. - - - . - • ,t. ,- ' - '':., F ' ' 4 . . ' . ' . ' •' - - . - ,'t" ,•• - '• ,' 3. INSPECTOR 4-. INSPECTION REPORTS - .. .• DATE ITEM REMARKS INSPECTOR 4. 0 - - USE SPACE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 4"-14-77 ' UndergrdundPlumb. - Oka'y -B. Nelson. Provide COat 3" end of line water service Okay. - ........: 4-27-77 Sewer O.K. B Nelson 6-13-77 Topout No Mer - 6--l4--77. ,TpP..out: O.K. Mer . 1_ S . .. , .•:' I - - - 5• . .3. .._•-_, . .- -. S • :. - •,.. . ...:'- • . 3S.. • . 5 -., .. S . .5. . .., . S S :-•........*--' . ,- 37,. -n ,-- . - 3 S - I ' ... '- 'I 3* iO1'! / ELECTRICAL PERMIT APPLIATION * City of CARLSBAD, CALIFORNIA 92008 - Applicant to complete numbered spaces only. Phone 7291181 Permit No."?? f2 2 JOB ADDR ESS LEGAL 1 DESCR. I LOT I I BLK TRACT I ([:]SEEJSEE ATTACHO SHEET) OWNER'- MAIL ADDRESS ZIP ' PRONE 2 J/t' t _#v X'4 Ia. CONTRACTOR MAIL.ADORESS PHONE LICENSE NO, STATE CITY --- 3/) /(/j ' •' /Jf './ ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 4 0 ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 COMPENSATION INS. CARRIER MAIL ADDRESS BRANCH 6 USE OF BUILDING 8 --Classotwork: El NEW DADOITION 0 ALTERATION 0 REPAIR 9 Describe-work: /'—'' PERMIT FEES ISSUANCE OF EACH PERMIT No. Each Fee SPECIAL CONDITIONS: NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH FUSE OR -BREAKER / 2 APPLICATION ACCEPTED BY: PLANS CHECKED BY: APPROVES42PI ISSUANCE BY: NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE DATE NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- OR BREAKER -i 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 COW.- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. 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. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS REMODEL, ALTERATION, NO CHANGE IN SERVICE, FOR EA. AMPERE OF INCREASE TEMP. SERVICE UP TO AND INCLUD- ING 200 AMP. TEMP. SERVICE OVER 200 AMP. PER 100 SIGNATURE Or CONTRACTOR OR AUTHORIZED AGENT (DATE) PERMIT FEE 4H5 - GIGNATURL 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 7$; - - 0 , • , 0• - - 1 - - - INSPECTOR -- INSPECTION REPORTS -. DATE - ITEM REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 4-18-77 Temp. O.K. B. Nelson 6-15-77 Rough Eléc. O.K. B. Nelson r - .. - : . MECHANICAL PERMIT APPLICATION' City of CARLSBAD, CALI,FORNIA 92OO8 Applicant to complete numbered spaces only. P hone .729-1181 •. F- - ; ' I Permit N. 721 JOD .'.--,. ..• •':. DESCA —:'--] LOT NO BI.K TRACTLEGAL . ATTACHED SHEET) OWINER ..AIL ADDRESS / 71 PHONE e. COPjT.ACTOP •. . MAIL ADDRESS PHONE STATE LIC. NO. CITY LIC. NO. :fr 64 7 3 31 OY ARCHITECT OR DESIGNER • MAIL ADDRESS ' 4 .. . . . - PHONE . • LICENSE NO. . ENGINEER MAIL ADDRESS * 5 .... . PIONE LICENSE NO. - LENDER MAIL ADDRESS 6 . . BRANCH . '. . .. USE OF BUILDING . . .. . -. 8 Class ofwork: .NEW EJ ADDITION 0 ALTERATION 0 REPAIR - . .. 9 Describe work A A. - •- . • . •, • . . . Type of Fuel: Oil 0 . Nat. Gas 0 LPG. -0 PERMIT FEES SPECIAL CONDITIONS: .•• *• -.. f4o Type of Equipment . -Fee - . . . . . . Air Cond. Units—H.P. Ea.. $ i - . . . . . . . . . . Refrigeration Units—H.PEa.-. . . . .. .. . . Boilers—H.P. Ea. ... - . Gas Fired A.C. Units —Ton nageEa. . ,. . . Forced Air Systems— B.T.U. /i/.-1.,MEa'.,. APPLICATION ACCEPTED.BY - . - .• PLANS CHECKED BY . APPROVED FRUANCE BY; . Gravity Systems—B.T.U. - Ea. f Floor Furnaces—B.T.U. M,-- Wall Heater—B.T.U. . -M NOTICE .THIS-PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF. CONSTRUCTION OR WORK IS SUSPENDED OR ABAN DONE D FOR A PERIOD OF 120 -DAYS AT ANY TIME AFTER WORK IS COM- -I HEREBY CERTIFY .THAT -I .HAVE READ AND EXAMINED THIS 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 PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. - UnitHeters—BTU M - Evaporative Coolers . . Clothes Dryers' -- ' Z VentilationFan .. — . .. •• Range Hood --- - -: -. - -• . Air Handling Unit— - C F. M- .. . - - - Incinerator . - • . ,, - -- - - - ._- - • . - .• - - - - - 5I4NATURE OF CONTRACTOR OR AUTHORIZEDAGENT (DATE) — ISSUANCE FEE $ TOTAL - $ . - . - 777z SIGNATRE or OWNER (I OWNER BUILDER) - - - (DATE) IJ - WHEN PROPERLY VALIDATED (IN-THIS SPACE) THIS IS YOUR PERMIT . . ,. PLAN CHECK VALIDATION: CK. M.O. CASH • PERMIT-VALiDATION.,.. : -.o. . CASH• S —. __.•S._ .__•__ .. ..... •, INSPECTOR . S t • -• -• • • - .• REQUES -1913 INSPECTION TIME_________ INSPECTO PERMIT NO.-______________ DATE OWNER-- ADDRESS. 7C BUILDING r:i FOUNDATION El REINFORCING STEEL 'El MASONRY ElGROUT - GUNITE El FLOOR AND CEILING' FRAME El SHEATHING El FRAME El EXTERIOR LATH El INSULATION El INTERIOR LATH OR DRYWALL FINAL PLUMBING El UNDERGROUND PLUMBING El UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING Cl SEWER AND PL/CO ' 'El TUB OR SHOWER PAN El GAS TEST' F AL READY FOR INSPECTION: DMONDAY DTUESDAY DWEDNESDAY DTHURSDAY SPECIAL INSTRUCTIONS REQUESTED BY PHONE NO.________________ PERSON TAKING REPORT________________ ELECTRICAL El TEMPORARY SERVICE El ELECTRIC UNDERGROUND El ROUGH ELECTRIC ' El POOL BONDING 'El ELECTRIC SERVICE El CEILING HEAT ' El G.F.I. El SMOKE DETECTOR P4~I NAL 'FI CITY OF CARLSDA[) 7 1 DO BUILDING[)EPAI'MENT SINGLE FAMILY AND MULTIPLE FAMILY RESIDENTIAL PLAN CORRECTION Lf ST PLAN CHECK FEES, WHERE NO ACTION IS TAKEN BY 'i'iJI APPLICANT IN 120 DAYS, AND NO BUIID:tNG PERMIT IS ISSUED, ARE FORFEITED rp 1.0 THE CITY. JOB AoDrss: ENGINR: USE ZONE FIPI> ZONE_____ OOC(JPANCY TYPE OF CONSTRUCTION VALUATION BzSIe ALLII,ABLE_J3w:LDING AREA: 1st Floor 2nd Floor 3rd Floor 4th Floor ALLOWABLE INCREASE MIE ¶10 REQUIRED PlANS pwr PLAN 5. FOUNDATION DETAILS FOUNDATION PL?N 6. STRUCTURAL DETAILS FlOOR PLAN 7. ELEW.TION PLANS N2w FRAMING 8. ROOF PLAN . 'ox SHE/Er TO T1 I-PPLICANT reev.i's O)R ei' s 1/1iiLRE concrso 11sr HAS N CIFCLED, FL/\G CORRECTIONS o.9ç73 .flGOM.LELE, INDEFINITE OR FADED DRANINGS OR CLACUL?LL'IONS NOT ACCEP'TADLE. . C, REQUIRED ENG.rNEcR' S OR SURVEYOR S CALCUICSCNS OR PLANS SHALL BE SIGNED B, PEVRSE PLANS MAY NOT BE USFI). PROVIDE CORRECT PLOT PLAN, FOUNDITION PLAN, FLOOR PL?\N, AND ELEWTIONS. E. THE APPROVAL OF PLANS AND SPECIFICATI(YNS DOES NOT PER MIT THE vIOL7½rIoN OF y SECTION OF THE BUILDING CODE OR CYTI-IER CITY, COUNIY OR STATE LAW. GENERAL 1, SUPJ1IT FUlLY DIMENSIONL1) PLOP PLAN, DRAWN 'io SCALE, INCLUDING ALL EAsEJnms ON PROPERTY, ,.-,- ,-.,.-,-,-..-.-.....-. -"-- CARRY WATER FFCM UNDER SIDEWALJ rJ1pOuIi CLJRI3 ThIN STRE;E1' WITH CAST IRON PIPE. ,,' PROVIDE EIGI;.TEERtNG CALCULATIONS GRADIN l?ERLLJ REQUIRED. FIRE DEPT. APPROV7L REQUIRED. 19.SPECIFy CONCRETE MIX @ 2000 P.S.I. MINIMUM. 20 DIMENSION FOOT-1 SIZES AND CLEARANCE FRO.'1 GRADE. 2LSiiQW DEPTH OF FOOTINGS BELOW NATURAL OR UNDISTUREED GRADE. 22.INDICATE PRESSURE TREATED FOTJ1.\DATION SIlL, OR EQUAL. 23.SHON FOUNDATION BOLT SIZE, SPACING AND PENETRAT:LON INTO CONCRETE. " r7 "Fe? M'S1M INDICATE CLEARANCE FROM GRADE TO BOPIOM OF FLOOR JOISTS AND GIRDERS. SHOW PIER SIZE, SPACING AND DLTH, JNO' UNDISTURBED SOIL. SHOW GIRDER SIZE, SPACING AND DIREC'ION, Show all conditions of soils reoort on plans. Sh'owposjtiv-e drainacie awy from footinqs. on site plan. 5" fall in 6 feet. 29 ..SPECIFY MINLMUM 18 "X24' ACCESS OPEfl:NG L • tiUW JL!j fl\±3iii\'f JNL) 1?1&)V(JbtD BUILDINGS . • OW PLOT PLAN. . . . 30. Where' expansive soils exist, planters .3 S1. CORRECT CAL LE DESCRIPTION ON PL M. ajacën't to foundations are not reCommender i'1OW ALL OFF SITE IMPROVEMENTS, DRIVE- 31 SPECIV UNDERI LOOR VENTILATION EQUAL 'JO WA? APPROACH, LIGHT STANDARDS, FIRE , 2 SQUARE FEET FOR EACH 25 LINEAL FEET OF HYDRANTS WATER METERS, SUB-STRUCTURES, FOUNDATION PLUS ONE OPENING WIThIN 3' OF TREES, ETC. ..se P-I . EACH CORNER. CCL LOJ DIMr'SIONS 32 STEP LO0I1NGS WHEN SLOPL FXCECDS 1:10. IOwxIT1'NG AND FINISH CONTOUR LINES.seeg , urvsy OF LOT I :QUThEDMAEs 8EIcftTED(WO7E) . . FRAMING ND1L/\i I ALL CR. \D1NL '10 131 LONI' P-i . 33 PRO\rs 'J YPICA] 1 JW' I NC DLI AILS o 1)ICATE ELEvA'r:LONS OF ([\CE FLOOR,F'W.P4. 34.SPEClF? : ALL LUMBER GiAOES AND STREET AND DRIVENAY. P"l 35sPii'y. FIRE Rr.00KING AT FLOOR, CEILING. COVE CrrwIrRLINI AND EDGC PROI FLE AND 1,1hi)IIE1CJU Or WALLS OVI H 10 r ITI' 1 N Iii' 11. OF DRIVEWAY. . 51 RE OF DRI'VQWAY NOT TO EXCEED .1 SHOW DIAGONAL J3RTICINC AT EACH CORNER AND EVERY 25 LINEAL FEET OF w\Lr.. DICATE rIUN LINES IOR DISPOSAL OF SUREACE WATER. ' W\IUr'Y BRACING OF • ' WALT,. 13 b1\ COS'J A APpROrOl, I RFI) 3D iiow s /1, 1)1 II (l ION AND !;PACING OF llff)1*11 1 3 .S 0 . C. 1IEALT1JPT . API.'ROVT\L . REQ. AND ('J:.iI ,:I.Nc; 13b . Show all REQUIREMENTS FOR IN 1\IU: OVEftIPANNEU, J I)1 rcA1'Pr'D UIsC 5cc 1 711 39' I I lOON E'l I OR - - L 1207. C lv P S OFF RS CFJ P' TY'QUTRCD I/l/'l H RAId H ION'; Letter Req i re L .4.- . .fl L f. I ) L L .4.- A. 1 4 t A 1)1 il Wi ..0 .4 C, 1.4 1 1 1. L - ___ S SI!CY,) J4/Vl'ER/\L ()..-)S J3J(/\C.1NG JVI' C/J'i'1C P1 VIE JOT • i1i) iuvri;is zri; rio PAIVILI:,EL. 74. Siiu J3ED0011,11 WINIXW -M >aT, sici:.(o; 1304 :i:NDIc7vn rA1Y'rER SIZE, SPAN, SPACING 71N1) DI PJCi'ION. ELLVJ 'IONS 51 V-17 )2UPJ.4INS ON rIxE AND ]:ND]:cATE SIZE. 'Same size as rafters miriiiiiuni. 75IND:[cJvn. ATTIC vEi\n::FLATIoN PER sixr:oi 45. DFACE ioi' FIW'ITNC 'i PARrJ:TIoNs. 3205 (c) 46, IND:!:czJ.'E SOLID SI IEATI JING AND 2x6 76. Sj 1C1'-7 i'JX TAVE OvEr -1zNcs AND CONS'niIjCTION OR 3x4 STUDS ON FIRST FLOOR OF Ti IflEE SrJ01-y ,CONSJ.'RUCl'ION. S 77DIMENs:r0N clu:hNEy I-IEICIT AI3OVE ROOF. SHOW SECTION TiIJ.UGEJ . S . S (2 1 0" JPOVE ROOP WI'J.IIIN 1.0 1 0") ShOW. P)?N'iER BOX DETAILS AND WATER 78INDIC1I'E FINISH i\ND NATUR.\L GRADE 110 PROOFING, SEC. 2517 .C7.: . PROPERLY LINE. 79. .5110W EX'iTRIOR WAIL FINISHES. IRS. S ' S 80TNDICA9-'E: 15 'FELT OR EQUAL ON EXTERIOR WALLS. ROOF 53-..PJ)VIDE TYPICAL CHIMNEY DETAILS. 52,SPECIF? 2" MINIMUM CLEARANCE J3EIWEEN CHIIINEY AND FRAMING. SPFO"r POST PROTECTION WHEN BEARING ON CONCRETE. PROVIDE PARAPET DETAILS. NOTE 103F PITCH. . fl.DICI']:E ROOFING JTPJj LENGTH & WEATHER EXPOSURE ON -OOI) SHINGLES. Si-JON TSPE, SIZE AND SPACING OF ROOF • SHEATHING. FIRE RETARDANT ROOF REQUIRED DUE TO lOCATION IN , • FIRE ZONE. GARAGES 56SPECIF ION CLASS REQUIRED FOR 58=-PROVIDE DRIP SCREED 2 BELOW NUD.SILL, 59. INDICATE HOW REQUIRED STRUCTURAL AND 1rrVS. ,1-r'4rlT'ç 7r -r4Tlrv-'pT:ThJ r.1TT TI 01' .1. 4..!. U_I ,.U_),•.J..L L.• .1. .1. VJ..j .4..:. 44. ..J'%3.& 4.4.. 4.4. .4.. .Z_L_ W1.iI\1TAINLD. WHERE PENETRATION WILL BE MADE FOR ELECTRICAL, MM-IANICAL, PLUMBING AND 001,2MUNICPITIONS CONDUITS, PIPES AND SIMILAR SYSTEMS. SECTION 301 D. 60. CJIAPJFY DIMENSIONS AT___________ 61. SHOW WIN1X)W TYPE, SIZES AND LOCATIONS. GARAGES NOT PERMITTED TO OPEN INTO SLEEPING )OJ:i . . • PROVIDE SEPARATION ON ALL WALLS AND CEILINGS ADJACENT TO LIVING QUARTERS. SPECIFY - " DOOR/WINDOW OPENING FRC CE,'CAPJ?oRr INTO STAIRWAYS AND EXITS 62. LIGHT AND /OR VENTILATION INADEQUAT 90. PROVIDE HANDPAILS AS REQUIRED IN SECTION IN 3305Ai). ROVIDE (' / • HOUR WAILS FOR STAIR. (L/10'f loor area -!U square feet mm, except bathroom) . -. WELL. kS 49, , £ (4 p.' O RO m' 63. PVIDE VICAL 93. INDICATE MAXIMUM RISE S CLEARANCE AND • AND MINIMUM RUN ON -- HORIZONTAL CLEARANCE FROM RANGE TOP STAIR. TO COMBUSTIBLES.. • . 64.INDICATE ATTIC SCUTTLE (22"x30" MIN.) PROVIDE DRAFT SEPARATION FOR ATTIC 95. PROVIDE BALCONY RA]LING AT ii 2 "MINIMUM AREA IN EXCESS OF 2500 SQ. FT. HEIGHT. 36" O.K. For Single Family Units. • SEPARATE AREA 13E'IWEEN DROPPED CEILING 96. PI-\)0V I INTERMED:u\m niiir.s @ 9" O.C. on AND FLOOR ?\DOVE '10 1000 SQ. El'. MAX. 1!-.ri1.ENT lOR OPEN 'LYRE L'ALCONY & STAIR RAILS. 67..SPECIrY STALL ShOWER MEN. . WII)TJI 30" I'1DICATE 6' 6" 1111,41MuM IIEADRCXJM CI.4E/\RiNCE MINIMUM FLOOR AREA 900 SQ. INChES. ABOVE • • S'rJ\IRWI\y. 68..SPECIFY WAJ.L FINISH IN S[ICYNER AREA 98. ShOW STAIRWAY (X3NS1.RUCJ..I.ON n1i'i\1:Ls. NGP '10 BE AI)VEI-SELY AF'FECI'EI) DY • S MOISTURE '10 6 'ALOVE Ti w., FLOOR, AND PROVIDE SI hlvfl'ERPROOF EOORS. 100. OCCUPANT LOAD OE REQUIRES 69 1 CLOSET AREA MINIMUM WIEfI'hI TO . S EXITS FROM - 3E 30".. . .. • . 101. PROVIDE LIGHTS OVER sTAi:I/\s ANDPURIJC SHOW MA -ERIAL TO BE USES UNDER cORRIDORS. TI L E . 102. 5110W cii'j'ic;r --Ni I'r400n LEVFL Air DOoRs 71. OPENINGS CLOSER THAN - . MAX. Sec. 330311. SJIOW nj\NDRI'.:rJ:4 it - s 'loPROl'vIYrTN'°tv\r..L IWOF HOUR (1ON'1 PUCI'J ON TI' RM 1 NA- p...,- TIrIG IN A POST OR SAl: LTY TERMINAL Soc. 3305(1). PLUMBING MISCELLANEOUS ITEMS, INDICATE LOCATION OF WATER: HEATER; SHOW TEMPERATURE AND PRESSURE RELIEF VALVES ON WATER HEATERS WITH DISCHARGE LINES TO OUTSIDE. SEC. 1007. WATER HEATER NOT TO, BE LOCATED IN BATHRM OR UNDER STAIRWAY OR LANDING. PROVIDE SQUARE INCHES OF VENTLLATION AT TOP SAND BOTTOM OF WATER HEATER. .: . .. SHOW.WATER HEATER ON 18 INCH PLATFORM. ' PROVIDE WATER' PRESSURE REGULATOR. SECTION 1007(B). . BORED HOLE'S AND NOTCHING, SHOW DETILS' AS PER SECTION 2518, (F), 10, 11. PROVIDE-SQ. FT. AREAS OF THE FO LOWING: LIVING 6ZJC' x G/\RAGE4'5. PORCHES •e' i'5 - 'PATIOS . • . __________ BALCONIES _. - ' _61 /7d'e!_ GLASS_________ INSULATION REQUIREMENTS': "' INSULATION IN CEiLINGS.(R-19) SHOW lx BLOCK FOR INSULATION STOP AT 77 yE VENTS. 'F xe-9 • C. S1 4" INSULATION IN WALLS. (,R11) p. - .SMN EXTERIOR DOORS WEATHERSTRIPED; PLACE THE. FOLLOWING NOTE ON PLANS THESE PLANS COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA NOISE INSULATION STANDARDS. SIGNED___________________________ DATE TITLE___________ SHOW DETAILS OF PARTY WALL AND FLOOR SYSTEM AND S.T.C. OR I.C.C. RATING OF EACH. 4. HAVE DESIGNER SIGN AND DATE PLANS. INDICATE MATERIAL TO BE USED.AND (!!~/P LOCATION OF SEWER LINE. (IF V.C.P. USE FLEX BLE COMPRESSION JOINTS ONLY.) ill. SHOW TW WAY CLEAN OUT IN YARD BOX WITH 5' OF BUILDING. Ft FTPTM 112. PROVIDE MINUMUM 100 AMP. SERVICE. CONDOS REQUIRE 100 AMP.. PANEL FOR EACH UNIT. 11.3. SHOW METER AND PANEL LOCATION. 113a. SHOW FIeARNINGS SYSTEMS'CENTERED OVER ST SECTION 1310 MECHANICAL INDICATE FURNACE SIZE, LOCATIONS & RIGISTERS AND RETURN AIR. (SIZE) INDICATE HEATING EQUIPMENT IN ACCORD- ANCE WITH CHAPTER 7 OF UNIFORM HOUSING CODE. SPECIFY HEATING, AIR CONDITIONING AND VENTILATING EQUIPMENT. INSTALLA- TIONS TO 'COMPLY WITH THE UNIFORM MECHANICAL CODE. ACCESS . F. DUCTS. LOCATION G. LADDER & LIGHT CONBUSTION AIR H. ENGINEER'S VENTING ' ' . 'CALCS FOR RETURN AIR ROOF LOADS. 117. INDICATE LOCATION & TYPE OF FIRE DAMPERS. ELECTRIC. 1975 N.E.C. D-FAULT PROTECTION REQUIRED FOR -' OUTDOOR AND BATHROOM RECEPTACLES 210-8. 2. AT LEAST ONE RECPTCAL SHALL BE INSTALLED OUTDOORS AND GARAGES. 210-25b (?5~-15ECT ELECTRIC AS SHOWN ON FLOOR PLAN. P 1 GROUND SERVI E ' 'REQUIRED. SHOW ON PLANS. • . '00000" jk CHECKED/?/.. DAT E) RE CH E C KE FDATET THE FOREGOING CORRECTIONS HAVE BEEN MAD AND ARE UNDERSTOOD BY THE UNDERSIGNED: OWNER - OR HIS AUTHORIZED AGENT - LIO U )6e,'c / .& . OT _WALL F19 es -77 • • tn74 AL LV •• ••. • I 7 . • . '• .• • () - - H 3 . - ?t?oeo&•p1 p4flo O3 KT 27'G QA—(ACJ/'\ I sc es0. °' -• •• _• • ::' • . 1< CITY oF CARLSBAD 2 CO A)S TIt U c7 Budding Department PAT" C? "S AP RO ED A tPsCXt) t L BY $slidin9lJ. I 2 onZ. • - /1/72. DATE /c727 ,• •. . • •,. ., I. • - - • S . -. - --.r- --t.e--. --s. . - -. •.• /7 / ,j7 ../ / /,• ¼/fr,< 4/ / . •,,Az / t)Jt; ca2'FL.Ot2 -. j • / L+4T. rXTC ,jf- H • __f.f/_• . .---- __ __ / / I •1 •' • .j • • '&oSa AL ''t.. 6cE AL SL 14 Loll A4- UH - • ;• • •• . .••,• •:•L . ••.,..•• •. • ' ' 0 F. M (L( cfri • . 0 .1I*. . 0 . ,. - •',- •. • •00 00' 0 ).. • . J - L * : - . - ,.- •-.,-:--.., 0 • •_ . 0 0. I ,/ - p 0 J •\H 0 - t,E I H .,'___;.... . ..,.. ... •.T.-. \N r L.frr FAU •0 0 • -_ • T>- . 0 • •0 • .5- H I p 0 •• 0• • . . — ISO Col a t 0 0 . • L' \ I CAPA_ 0 •, •• ,,. 0• •. •,,j• 0 0 0 bj 0 , I . . • 0 7' e4s .cobra 0 cp \r6,fatt( 2 ci c e,',4 y I 0 - .. Coll It _•••5•0 S INTERDEPARTMENTAL INFORMATION SHEET RECEIVED MR 8 1977 BUILDING DEPARTMENT DATE: BUILDING ADDRESS ': 2 7O , CIIY OF CARLSBAD LANNING DEPARTMENT SIZE 24 Z) LOT WIDTH / UNITS ALLOWED / _UNITS PROVIDED___________________________ PARKING SPACES REQUIRED PROVIDED 2_ %.COVERAGE ALLOWED . PROVIDED BUILDING HEIGHT ALLOWED . PROVIDED - FRONT SETBACK: SIDE SETBACK: ALLOWED PROVIDED____________ /L7Yk1fr\ INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS:--,-.- 1)4 REAR SETBACK: 2/5 31 ENVIRONMENTAL PROTECTION REQ: ' ADDITIONAL COMMENTS: A OK TO ISSU ATE//77 OK TO FINAL DATE, LI S lM' -- . GINEERING DEPARTMENT S . INDUSTRIAL WASTE IMPROVEMENT S t SEWER CONNECTION p.-.. DRIVEWAY - GRADING PERMIT SEASEMENTS DRAINAGE LEGAL DESCRIPTION ADDITIONAL COMMENTS OK TO rSSUE;-DATE PWI OK TO FINAL DATE________ 0"- .FIRE DEPARTMENT SPRINKLING SYSTEM - FIRE PROTECTION EQUIP. FIRE ALARMS EXITS__________________________________ FIRE HYDRANTS LOCATION ADDITIONAL COMMENTS DATE______ DATE OK TO ISSUE: DATE OK TO FINAL a L WATERDEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET 1 REQUIREMENTS OF APPROPRIATE DISTRICTS MET / t RECEIVED INTERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTMENT DATE: MAR 8 1977 BUILDING ADDRESS: CITY OF CARLSBAD Building Department NING DEPARTMENT ZO LOT SIZE LOT WIDTH- UNITS ALL PARKING SPACES RQULRED % COVERAGE ALLOW ED ED • BUILDING HEIGHT ALLOWED FRONT SETBACK: ALLOWED PROVIDED_______________ INTRUSIONS LANDSCAPE & IRRIGATION P UNITS PROVIDED PROVIDED PROVIDED P R 0 V I-DE-D LDE SETBACK N'COMMENTS: REAR SETBACK: 1• f ENVIRONMENTAL P 4 ADDITIONAL AV SUE: ~ ,~TlON REQ: NTS: DATE OK TO 'FINAL DATE 4..... . '" NGINEERING DEPT CONTRO INDUSTRIAL WASTE oA?('. IMPROVEMENT S$ 7!t. SEWER CONNECTION DRIVEWAY LOCATIONS#ç GRADING PERMIT7 9 >'(g,y EASEMENTS 'DRAINE LEGAL D E S CR1 P T 10 N74 Zo 55- ADDITIONAL / COMMENTS e s 7 OK TO ISSUE: ____ DATE -3Z61-7 7 P WI OK TO FINAL _DAT 78 ,gA>z. .r do1 -Ae4' C FIRE DEPARTMENT SPRINKLING SYSTEM FIRE PROTECTION EQUIP. FIRE ALARMS EXITS___________________ FIRE HYDRANTS LOCATION______________________ ADDITIONAL COMMENTS OK TO ISSUE: DATE OK TO FINAL DATE WATER DEPARTMENT '1 BENTON ENGINEERING. INC. APPLIED SOIL MECHANICS ,- OL,NDATIONS 5.30 RUFFIN ROAD : - SAN 'DIEGO. CAI,IFOflNIA9Z 1 23 PHILIP HNKING BENTON March 17, 1980 PI,OINT CI VI L C LR I Cc9tl 1fl. TELEPHONE (714) 585,1955 Mr. and Mrs. Carl Smalley . . Mr. and Mr. Alexander S. W. Chl4ang 2716 "Galicia Way . . . 5290 Bloch Street S Lot 26, La South Unit No. 4 ' Lot 260, La Cofa South Unit No. 4 Carlsbad, CaHfornia. 92008 . San 'Diecjo, Ccl iforna 921,22 Subject:. Project No. 80-3-5F Recommendation!. for Reconstruction of E ( ' Slope Failure in Natural Ground . '. .- 14JVED North Portions of Lot 90 of - La Costa South Unit No. land Lots 260 and 261 of . JUL 7 1980- to Costa South Unit No. 4 . CarLbad, California CITY OF CARLSB,L'%D Planning Department' Dear Ladies and ent ernen: This is to present, at your request, our recommendations for corr e c t i n g a n d r e c o n s t r u c t i n g t h e section of slope that failed during the recent heavy rains, w i t h i n t h e n o r t h f a c i n g n a t u r a l ' slope behind the houses on your Lots, 260 and 261 of LOCosta' Soith'Unit No. .4 and a neighboring Lot 90, of La Costa South Unit No. 1 in Carls b a d , C a l i f o r n i a . ' It is our opinion that the immediate cause of the slope failure w a s the saturation of the- upper-soils above Elevation 170 feet.' The excess' water apparently penetrated sufficiently into an exist.irKj natural clay layer and reduced the resisting shear strengt h o f ' t h e c i b y t o a p o i n . t where the 'excess weight of -water,, seepag.e pressures and' loss of strength'allowcd a slipout to occur. It is our recommendation that the entie la>r'ofiaterweak' e n e d c l a y b e r e m o v e d t o ' t h e bottom of this layer, presently estimated to be at approxin•ately E I e . ' a t i o n 1 6 8 f e e t ( t ) , a n d that a horizontal bench 40 feet ('+) be excavated on the underlying more stable natural silty sand soils. The location Of these suitable 'supporting silty sandy 'type soils will hae to be determined at the time of removal of the upper weak clay soi l s . l t . . i s r e c o m m e n d e d t h a t o n e o r t w o ' 3 feet diameter test borings be drilled in, the central area o f t h e , l o w e r p a 1 t o r -the slo failure in order' to log and sample and test the underlying natural formations in order to detemin'e that sufficient. thicknesses of the more stable sandier forrriàti o n s e x i s t b e l o w the newly constructed bench '.to provide adequate stability to the proposed reconstructed'filled ground slope. The find ings in the tct borings may indicate that a l o 'wer' ov,e key or bench would be needed It is recommended that the reconstructed slope be at'2 horizontal to 'I 'ic tical or flatter, wherever present..site'conditi,ons permit. It is recommended that Lot 90 be regraded to meet the original existing el evations , with no additional in-crease in elevations. Project No. 80-3-5F. -2-- S March 17, 1980 Mr. and Mrs. Carl Smalley & Mr. and Mrs. Alexander S. W. Chaung ., S The approximate iivi'ts and depths of removal arc shown in plan and on a cross s e c t i o n A - A on the-attached Drawing No. 1, entitled 'Proposed Slope Reconstruction, Lot s 2 6 0 - a n d 2 6 1 , La Costa South Unit No. 4 and Lot 90 of La Costa South Unit No. 1, Carlsbad , C a l i f o r n i a , " , dated March 13, 1980. It is also recommended that a subdrain system of perfo r a t e d p l a s t i c ' pipes be installed that are surrounded by pea gravel as shown on Sections B-B a n d C - C . I n order to prevent th0 possible movement of free water from the plastic pipe and pea gravel into the sandier soils undcrlyin the lover bench, it,is recönmended that' the lower tren c h e s b e lined with 6 mil or thicker polyethylene -plastic membranes that are overlapped and sloped to drain ini'otlie Iowr existing gu,ite lined drainage-:wale. The plasti:.lining should be installed in the trenchcs'up to approximately 'Elovafion 172 Feet (:)'and this height should be verified at the time of field inspection of exposed soil conditions. It is recommended that only select silty sand, iayey sand ordecomposed gran'if c t y p e s o i l s b e placed and compacted in accordance with the attached Appendix AA, entitled " S f a n d d r d Specifications for Placement of Compacted. Filled Ground' within the recons t r u c t e d . 'shpe area. It is recommended that a complete system of gutters, downspots.and watertight pip e s b e installed on all houses above this slope area, and the reconstructed slope area and t h a t t h e roof runoff be discharged via the watertight. pipes into the curb and gutters infront o f t h e houses on GaliciaWay. It is further recommended that all surface runoff irOm yard areas b collected on either the paved sidewalk areas conFined by perimeter curbs an d b e c o n d u c t e d t o . - the street'in watertight pipes, such as is applicable to'Lot 261, or that anew sy s t e m o f b o x inlets, connected to watertight pipes be installed at low points in the rear yar d a r e a s o f L o t 261 and Lot 90, and the waiertight p1pes6e terminated in the new gunité line d i n t e r c e p t d i t c h downh-ill to the north, so that surface water'is'not permitted to either soak into the upper yard areas, by ponding. and is prevented from' , running dovin the exposed slope. it is our opinion that tie removal of the unsatisfactory clay type soils and th e b e n c h i n g , installation of subdrains, and reconstruction be postponed until all excess water se e p a g e p r e s s u r e s from higher ci evatiors on all three lots have dispersed through a ''dry-out" p e r i O d s o t h a t t h e excavahons'can be made without jeopardizing the upper remaining portions of the l o t s . B a s e d ' on past experience, it is suggested t!at the most desirable' time to do the grading a n d e c o n s t r u c t i p n S would be in the late summer or early fail time of the year before the next seie of rainstorms begins. Respectfully submitted, S S • S BENTON ENGINEERING, INC. S • By Philip- -- Banton Li ii Engineer S •' RCEN0. 10332 • • S • .5 5 '' S 'S ' Distribution: (3) Mr. and-Mrs. Carl Smalley • S • • S • (3) Mr. and Mrs. Alexinder S. W. Chaung S Enclosures': (2) • • S • • • S ', PHB/c • S • • • • •T. ' S • , '5'" S ' S • LIrN'rON ENGII'iRU1G. INC. • • S • S BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS --' FOUNDATIONB 11540 I4UFFIN ROAD SAN DItGO. CALIFORNIA 92123 ) PHILIP HENKING SENTON PNcsIOCIr'. CI•VII. NGINEH' TLI'HONt (714) 565.19 55 APPENDIX AA STANDARD SPECIFICATIONS FOR PLACEMENT 'OF COMPACTED FILLED 'GROUND. ' 1. Generol Description....The objective is to obtain uniformity and adequate internal str e n g t h in f I led ground by proven cicjiiic I ng piocedurc.s and tLStS so that the proposed structures may be safely supported. The pl'oceLlul'es include the cleari n g a n d g r u b b i n g , r e m o v a l o f existing structures, pi epal ot vn of laid to be filled, f illing of the land, the spreading, and compact on of the Filled areas to CUrifOiiII wit Ii the, lines, grades, and slopes, as shown on 'the accepted plans. The owner shall employ a .uul lied soils eriyneei' to inspect ' a n d l e s t t h e f i l l e d g r o u n d a s placed to verify the uniformity ol cornoçtion of filled ground t o t h e s p e c i f i e d 9 0 p e r c e n t ' . of maximum dry . cicnsty . Ti'i. soils eiicjiiici' shall advise the owner and grading contactor immediately if any unsatisfactory conditions are observed to exist a n d s h a l l h a v e t h e authority to 'reject the coriipacted ii iIe(l cji'otind urit i I such time that corrective measures are. taken necessary to comply with the specifications. 'It shall b e t h e s o l e r e s p o n s i b i l i t y of the grading contractor to ochicvc thc specified degiec of comp a c t i o n 2. Clearing, Grubbing, and Prpcii'ing Areas to be Filled. 0 , (a)' 'All brush', vegetation and any rubbish shall be removed, piled', a n d b u r n e d o r o t h e r — wise disposed of so as to leave the.areas fo ,be filled free of vegetation and debris. Any soft, swampy or otherwise unsuitable areas 'shall be correcte d b y d r a i n i n g o r removal, or both. The natural ground which is determined to be. satisfactory for. t h e s u p p o r t o f . t h e f i l l e d ground shall then be plowed 'or scarified to a depth of. at least si x i n c h e s (61)'f and until the surface is free from ruts, liurnnccks, or other uneven features which would tend to prevent uniform compaction by the equipment to be u s e d Where fills are made on hillsides or exposed slope areas, great e r t h a n 1 . 0 p e r c e n t , horizontal benches shall be. cut into Firm undisturbed netural gro u n d i n o r d e r t o . r o v i d e ' both lateral and vertical stability. This is to 'provide a horizontal base so that each layer k placed and compacted on a horizontal plane'. The ini t i a l b e n c h a t t h e t o e o f the fill shall be at least 10 Feet in width on firm undisturbed natural ground at the eleva- tion of the toe stake placed at the natural ongle of repose o r d e s i g n s l o p e . T -he soils • engineer shall determine the width Pill.l frequency of. oll succeeding benches which will vary with the soil conditions and tk~ stecpness of slope APPENDIX AA -2- 'After '.the natural ground has been prepared, it' shall then be brought to the proper mois- ture content and compacted to not less than ninety percent of maximum den s i t y i n accordance with A.S.T.M. D-1557-70 method that uses .25 blows ofa10pound hammer falling from 18 inches on.each of 5 layers in a 4" diameter cylindrical m o l d o f a 1 / 3 0 t h cubic foot volume. . . . . . 3. Materials and Special Reurements. The fill soils shall consist of s e l e c t m a t e r i a l s s o g r a d e d 'that at least 40 percent of material passes a No.-4 sieve. This may be obtained from the excavation of banks, borrow pits of any other approved sources and b y m i x i n g s o i l s f r o m one or more sources'. The material uses shall be free from vegetable matter, a n d o t h e r d e - leterious substances, and shall not contain rocks or lumps of greater t h a n . 6 i n c h e s i n d i a m e t e r . If excessive vegetation, rocks, 'or soils wjth inadec1uote:srength or other u.n a c c e p t a b l . e p h y s i c a l characteristics are encountered, these shall he disposed of in waste ar e a s a s s h o w n o n t h e plans or as directed by h& soils engineer. ll.cluring grading operations , s o i l s ' n o t e n c o u n t e r e d . and tested in' the prelirninary investigation are found, tests on these soils s h a l l b e p e r f o r m e d t o determine their physical chcii'actenistics. Any special treatment ecommend' e d i n t h e p r e l i r ñ i n a r y oI s'ubseq,uent soil reports nol coveted liei'cin shall become an addendum to these 'speclfFcatlons. The testing and. specifications for the compaction of suhgrade,subbase, and b a s e m a t e r i a l s f o r roads, stree ts ,- highways, or oilier puhlic property ''or rights-of-way shall be in accordance with those-of the governmental agency liavi rig jurisdiction-, '4. Placing, Spreading, and Cornpqcting,Fill Materials. ' The suitable fill material shall he placed in layers which, when compacted s h a l l -not exceed six inches (6"). Each layer shall he spread eve:nly and shal l b e t h o u g h l y mixed during-the spreading to insire uniformity of materl and moisture in 'each 'lay e r . When the moisture content of the fill maferial'is' below that specified by the soils engin e e r , water shall be added until the moisture' content is near optimum as specified by 'the soils engineer to assure thorough bonding during the compacting process. When the moisture content of the fill material is above that specified b y t h e s o i l s engineer, the fill-material shall be aerated by blading and scarifying or ot h e r s a t i s - factory methods until the moisture content is near optimum as specif i e d b y t h e s o i l s . engineer. (d); After each layer has been placed, mixed and spread evenly, it shall b e t h o r o u g h l y compacted to not less than' ninety, percent of maximum density in accordance with A.S .T..M. D-1557-70 modified as described in 2 (d),above. Comp a c t i o n s h a l l b e accomplished with shee'psfoot rollers, multiple-wl'ieel pneumatic-tired roller s ' , o r o t h e r approved types'-of compaction equipment, such as vibratory equipm e n t t h a t l ' s s p e c i a l l y designed for certain soil types'. Rollers shall he of such design that th e y w i l l b e a b l e IsNr(JN ING. APPENDIX AA '1 -3-- to compact the Fill material to the'specified density. Rlling"shaH be accompl i s h e d while the fill materIal is at the specified moisture content. Rolling of each lay e r shall be .continuous over its entire area and the roller shall make sufficient. t r i p s t o insure that the desired density has been obtained. The entire areas to be. FIll. e d ' s h a l l ' be compacted. \ Fill slopes shall be compacted by means of sheepsfoot' rollers or other suItabl e e q u i p - ment. Compacting operations shall b.c continued until the slopes are stable b u t n o t too dense for planting and until there is no appreciable! amount of loose soil, on the slopes. Compacting of the, slopes shall be accomplished by hackrolling the slo p e s I n 'Increments of.3 to feet in elevation gain or by other methods producing satisfact o r y results. Field density tests shall be taken by the soils engineer for approximately each foot In elevation gain after compaction, but not to exceed two feet in vertical heigh t between tests. Field density tests may be taken at intervals of .6 inches in elevation gain if required by the soils engineer. 'The location of the tests in plan shall be s o spaced to give the best possible coverage and shall he taken no Farther ap a r t ' t h a n ' . . 100 feet'. Tests shall he taken on corner and terrace Iot 1o' each two feel in e l e v a - tion gain.. The soils engineer maytake additional tests as considered necessary t o check on the uniformity of, compaction. Where sheepsfoot rollers are used, the test s shall be taken In the' compacted mateiol below the disturbed surface.' No add i t i o n a l layers of fill shall be spread until the field density tests indicate that the 'specifIe d density has been obtained. . '(g)'' The filloperatlon shall he continued In Six inch (611) compacted layers, as specified above, until the fill, has been brought 'to the finished slope', and grades as shown o n the accepted plans. Inspection. Sufficient Inspection by the soils engineer shall he maintained during the Fill- ing and conpact'Ing operations so that he can certify that the fill ,was"construct e d i n a c c o r d - ance with the accepted specifications'. Seasonal 'Limit's. No fill material shall he placed, spread, or rolled if weather conditions* increase the moisture content 'above permissible limits. .When the work is interrrupted b y rain, fill operations shall not' be resumed until field test's by the soils engineer indicate that the moisture content and density of the Fill are as previously specified.. • • ' All recommendations' presented in the "Conclusions" section of the attached eport a r e a p a r t of these specifications. • .' . ' ' S • ' La 29O cSLteZ' . I4 92122 June 301 1980 Mr, Les Evans . . . . . . . .. . . . City Engineer 2 .. . . . . . 1200 Elm Ave. . . . .. .5 . . Carlsbad, Ca. 92008 Dear Mr0 Evansi . . . . C . Two next door neighbour's properties along, with ours on 2706 Galicia Way, Carlsbad, were severely damaged during the heavy rain storms in last February, '1980. 'Mr. & Mrs.. Carlsmalléy's and our properties were inspected by-. Mr. Philip Benton, Benton Engineering, Inc., and subsquently, a preliminary repair plan was made (See attachment). It is .showr in the proposed repair plan, Lots 260, 261 'and 90 of the La Costa South Unit No.14 were damaged and have to be repaired. I called the owner of Lot 90, Mr. and Mrs. Dalegdig, and in- formed them about the damage of their lot. Mr. and Mrs. Daleg- dig did not concern much-about-the damage and alo indicated that the building permit would be obtained soon, . and that their relative, Mr. Edwin I. Quebada, would be in chargé the building ,construction -activities. Both Mi. Benton and I called Mr0 Quebáda and tried to explain.-to him the Severity of the damage of Lot 90,: and :it would be unwise. to build a house on such. 'a lot before it is properly repaired.' Finally a meeting was held on the damaged site, Lots 90 and 260, at Galicia Way on May 16, 1980. The attendants of the meeting were Mr. Philip Benton, Mr. Bud Beattia (Benton Engineering, Inc.), Mr. Quebada,'Mr. and Mrs. Carl Smalley, and myself. At the meeting, Mr. Quebada agreed to repair the cement ditch only, but not the lot. I could not convince him to repair the lot for their best interest as well as for ours. For the past few weeks, a number of construction contractors came to 'estimate the cost of the job. ' They all pointed out that our lot, Lot 260 may still have problem even after it is re- paired unless Lot 90 is also repaired. In the last two weeks, loose dirt has been shipped In and dumped into Lot 90. Yesterday, a construction contractor pointed out to me that the dirt pile in Lot 90 has been dumped illegally. It dumped''right on the top'of bushes and vegetatlona, and the damaged part of the lot has not been repaired.' If Lot 90 is continuously to be filled up, the dirt pile will be on the bank of our lot, Lot 260. With this condition, if a heavy rain storm comes, the loose dirt pile will be collapsed, it may also endanger to our lot or even to the house. We have already provided Mr. Quebada a proposed repair plan of his lot, Lot 909 at no cost to him. Furthermore, in the future, we would provide Mr. Quebada the information of the soil test and a detailed repair plan which would cost us about $ 8,000.00, but 'again it will, be no cost to him. In exchange, wedb:need his co- operation as followsz Repair their own lot, Lot 90. No more illegal dumping of the loose dirt. The toe of the "dirt pile on Lot 90 should not' be on-the bank of Lot 260,, except it is proposed by the soil engineering company. Provide us access during the soil test holes boring and repairing. For the best interest of all of use Mr. Quebada should joint us to have a master repair plan made, it would cost him almost no- thing, and also, he will have the advantage on the price to have -2- -•4*••• • r Picture.(3) shows the dirt pile on the bushes and vegatatlon. Picture (3) I read an article dated June 17, 1980. on Blade Tribune. It Quoted the statement made by the city engineer Lea Evanss "The Housing development in parts of La Costa and other areas of the city would never be built the same way, thanks to new grading and soil testing requirements adopted by the city since those developments have been built." I wonder if Lot 90 has ever com- plied of those new, requirements adopted by the city. The tentative date for our test holes boring by Benton Engi- neering Inc. has been set at the middle of July, therefore, we need your help to direct the owners of Lot90 to comply the re- gulations and provide us the access during the test holes boring and repairing. I can be reached during the week at (213) 862-8631 Ext.283. For your convenience, you may call Mr. and Mrs. Carl Smalley at 436-2826 almost at anytime, and they will always reach me. my hOme phone in San Diego is 453-8943- Due to the fact Mr. Quebada is a city building inspector. I think that he will understand the importance and the serious- -4- I A v Ac ' J 7CC C,c' 7L 2 7L c f,eiv/ 29 Z2/ z'd 5e/e/ 4,Z 114 5t 9a ''erab' /pe - - - -- M - -- - I I ------ I - P(/ / - - - - - - - / / - - - S / /C IV / 7e7/r/17J - / /- //7 -' /,-,/-5_ LT //Cr / J7y 'f 5T e15 ,V 14/Y -ell 4-1 IBENTON ENGINEERING, INC. L SAN DIEGO, CALIFORNIA POPO5Efl LOP LOTS 260PMt3 ZG OF Lt COSTA SOUTH UNIT 4O. 4 4. LOT 50 OF LA CO3Th SOUTH LDsitT NO. 1. C AgLS8 Ati, CALtFONtA L / e C e 5 / I ------ j Z M' - SCALE PROJECT NO . - DRAWING NO - DRAWN ____ DATE