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Home My WebLink About2716 GALICIA WAY; ; 77-4607; Permit' MODEL ND. . . .' BUlLbG ERMT APPLICTIO' City of CARLSBAD, CALIFORNIA 92008 LII :J7 App/icantto complete. numbered spaces only. - Phone 729-1181 Permit No.h JOB ADDRESS . Z7/ CA/AW4 ASSESSOR'S PARCEL NUMBER iLEGAL . LOT NO. BLA . TRACT (c:JSEEATTAC4ED SHEET)DESCR Im BOOK I PAGE PAR. . OWNER . MAIL ADDRESS SIP PHONE 2 7z yc€A111,04:W,0 , X4 CONTRACTOR - . . . MAIL ADDRESS . PHONE .. .STATE LIC. NO. CITY LIC. NO. A4 i 3 , ARCIITECTORDE-S-rGNER . MAIL ADDRESS . PHONE LICENSE NO. ENGINEER . MAIL AD'bRESS . PHONE . LICENSE NO. 5 COMPENSATION INS. CARRIER MAIL ADDRESS BRANCH . 6 . . . . USE OF BUILDING 1 \BATHS_' NO. BDRMS . . N 8- Class óf .work: [J'NEW U ADDITION El -ALTERATION El REPAIR El MOVE El REMOVE 9 Describe work: '2r3 10 Change of use from Change of use to 11 Valuation of work $ /D5f '1t PLAN CHECK FEE $ PERMIT FEE $ SPECIAL CONDITIONS: Type of Const. Occupancy Group MICRO FILM FEE Size of Bldg: , ajj (Total) Sq. Ft./r? No. of Stories 3 Max. 0cc. Load - Fire Zone Use Zone \ Fire Sprinklers Required UYe 0 N APPLICATION ACCEPTED By.,' PLANS CHECKED BY APPROVED FOR ISSUANCE BY lit . No.of .OFFSTREET PARKING SPAfrE5: -r ATE ATE Jl ;7 No. 2- j / D No Dwelling Units - Covered ISa._Ft. NOTICE I Special Approvals - Required -Received Not Required PLANNING DEPT. . SEPARATE. PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB. ING. HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- HEALTH DEPT - 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 . PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION 'OR THE PERFORMANCE OF CONSTRUCTION. .-- ' ) SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT / (DATE Ok . SIGNATURE OF OWNER (IF OWNER •UILDER) - (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT' PLAN CHECK VALIDATION ..- c. M.O. CASH PERMIT VALIDATION ci. M.O. CASH — • .:- .-". ',. ,TOTAL FEES $ . . . . . ... , ....... - . - . INSPECTOR ELECTRICAL El TEMPORARY, SERVICE E ELECTRIC UNDERGROUND El ROUGH ELECTRIC El POOL BONDING El ELECTRIC SERVICE El.CEILING HEAT El G.F.I. El SMOJE DETECTOR -. -FINAL r BUILDING El FOUNDATION El REINFORCING STEEL El MASONRY EIGROUT - GUNITE El FLOOR AND CEILING FRAME El SHEATHING El FRAME El EXTERIOR LATH - .,ED INSULATION ElJ.Dr(RIOR LATH OR DRYWALL 4 FINAL - , .. .__•: INSPECTION RECORD 7 7- I DATE - I * REMARKS -. . I INSPECTOR FOUNDATIONS: .'SETBACK.: TRENCH. - -. tj REQUEST FOR INSPECTION co1 INS'ECTOR_____________________ OWNER FAA1 -- INT ADDRESS_ EXT1 FIl USE k. TIME:__________ 9-32P PLUMBING El UNDERGROUND PLUMBING t1UNDERGROUND WATER El ROUGH PLUMBING El TOP OUT PLUMBING El SEWER AND PL/CO El TUB OR SHOWER PAN El GAS TEST- • - El WATER HEATER El FINAL MISCELLANEOUS El PLENUM AND DUCTS El COMBUSTION AIR - -. El PATIO El SIGN - - El GRADING. - - - El DRIVEWAY - - - El CONDITIONED AIR SYSTEMS El REFER PIPING i FINAL - -. - - READY FOR INSPECTION: '14IONDAY - OTUESDAY OWEDNESDAY DTHURSDAY OFRIDAY -- A.M. - - SPEC 14L', INSTRUCTION REQUESTED BY BY - - -. •PHONEO77 - - - • PERSON TAKING REPORT_- .,. PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. Phone 729-1181 Permit No. '7 _ JOB ADOR ENS LOT NO. 61.11 TRACT LEGAL 1DEScR. .. OWNER MAIL ADDRESS ZIP PHONE 2 CONTRACTOR MAIL ADDRESS PHONE STATE LIC. NO. CITY LIC. NO. ??P ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 4 ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 COMPENSATION fNS. CARRIER MAIL ADDRESS BRANCH 6 4JA! USE OF BUILDING 1 8 Class of work: ElIEW El ADDITION El ALTERATION El REPAIR 9 Describe work: - .. PERMIT FEES No. Type of Fixture or Item Fee SPECIAL CONDITIONS: WATER CLOSET (TOILET) BATHTUB J LAVATORY (WASH BASIN) SHOWER . _f KITCHEN SINK & DISP. f DISHWASHER APPLICATION ACCEPTED)Y J PLANS CHECKED BY APPROVED FOR ISSUANCE BY. LAUNDRY TRAY - CLOTHES WASHER / WATER HEATER €A4 f( DATE / NOTICE URINAL - - DRINKING FOUNTAIN THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS.OR IF FLOOR—SINK OR L K DRAIN -. - CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A SLOP SINK PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCEO. GAS SYSTEMS: NO. OUTLETS - - I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS WATER PIPING & TREATING EQUIP. APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS - WASTE INTERCEPTOR TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT VACUUM BREAKERS PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING - LAWN SPRINKLER SYSTEM - CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ' SEWER NUMBER CLEANOUTS CESSPOOL SEPTIC TANK & PIT ROOF DRAINS -- SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) - ISSUANCE FEE $ TOTAL FEES $ SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) WHEN PROPERLY VALIDATED ON THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. MO. CASH PERMIT VALIDATION CK. M.O. • CASH ')(_, INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. LI MECHANICAL PERMIT APPLICATIOF&.. City of CARLSBAD, CALIFORNIA 9200 1. Applicant to complete numbered svaces on1v. Phone 729-1181 / ö JOB ADDR ESS LEGAL TRACT )SEE XTACHED SHEET) OWNER. MAIL ADDRESS tONTRACTO.R MAIL ADDRESS / ZIP ._PHONE 1 y ME STATE IC....NO. CITY LIC. NO. l AADO SI6 'J PHONE' .PCClE NO. 4 //4f JA/, ENGINEER MAIL ADDRESS 5 PHONE LICENSE NO. LEND MAIL ADDRESS _SSWA J1j , 6 ,/ A t I' •. BRANCH USE OF BUILDING 8 Class of work: EM(W 11 ADDITION 0 ALTERATION 0 REPAIR 9 Oescribework:. ) Type of Fuel: Oil 0 Nat. Gas LI LPG. LI PERMIT FEES SPECIAL CONDITIONS: . No. Type of Equipment Fee Air Cond. Units—H.P. Ea. $ Refrigeration Units—H.P. Es. Boilers—H.P. Es. Gas Fired A.C. Units—Tonnage Ea. Forced Air Systems—B.T.U. / M Es. / APPLICATION ACCEPTED 8Y I if ç PLANS CHECKED BY kg APPROVED FOR ISSUANCE BY Gravity Systems—B.T.U. M Ea. - — 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 DAVS.OR IF CONSTRUCTION OR WORK IS SUSPENDED OR 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. Unit Heaters—B.T.U. M - Evaporative Coolers - Clothes Dryers — Ventilation Fan — Range Hood — Air Handling Unit— C.F.M. — — Incinerator — - — — 5IGNA.TURZ...OF'CONYRACTOR ORAUT)IORIiED ENT .'I YET .' - ISSUANCE FEE $ TOTAL FEES $ 5IGNTuNE 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 INSPECTOR '. ,... .. ', .,,-, ..-...••- .' -. S. 7E LECTRICAL PERMIT APPLICATION Cuty of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only Phone 729-1181 .Permit No JOB ADDRESS . ,'• i7fC •k/e' 'ny 4v . c LEGAL LOT NO. - I I BLK. TRACT ., - " (LJSEEATTACHEDSHEET) - I -'' OWNER . MAIL ADDRESS ZIP PHONE CONTRACTOR . MAIL ADDRESS PHOJ5 - STATE LIC. NO. . CITY LIC NO. ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE-NO. 4 , . . -- ENGINEER . . MAIL ADDRESS J PHONE LICENSE NO - COMPENSATIONINS., CARRIER MAIL ADDRESS BRANCH USE OF BUILDING;;. . . . . .' 8 of work LJ 'NEW 0 ADDITION 0 ALTERATION .Class 0 REPAIR • - • - .: 9 Describe work:'-. 4ç - . . . . . •, .• . -:-•• . • .- S. ;. .'.- / .• - . '. . PERMIT. FEES . . •- '. - -.. .. , • . POOL WIRING NO INCREASE IN SERVICE No:. Each Fee. SPECIAL CONDITIONS:SWIMMING * NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE SWITCH,.. FUSE OR BREAKER . • -. • APPLICATIONACCEPTFpBY: PLANSCHECKEOBY APPROVED FOR ISSUANCE BY l' J• I . DATE f . NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE • g .1 . . .. . ... : .;. . NOTICE . 5 'THIS PERMIT. BECOMES NULL AND VOID IF WORK OR CONSTRUC- OR BREAKER - '.TION:AUTHORIZED IS NOT COMMENCED WITHIN 120 OAYS,OR IF - CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A 'PERIOD 0F 120 DAYS AT ANY TIME AFTER WORK IS COM REMODEL, ALTERATION, NO CHANGES • .. .. MENCED. • . . . V . 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 CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. .' ING 200 AMP. 7 , iTEM. SERVICE OVER 200 AMP. 1 PER 100 4 SIGNATUREIOF CONTRACTOR OR AUTHORIZED AET (DATE) . 17 ... ISSUANCE FEE ,. •V(. - . TOTAL FEES.. . .. .. . - -- . kvr SIGNATURE OF OWNER (IF OWNER BUILDER) ' (ATE) ... .( ' - - •. WHEbJ PROPERLY VALIDATED(IN THIS SPACE) THIS IS YOUR PERMIT - ' - ' PLAN CHECK-VALIDATION Ck. -- M.O. CASH ''PERMIT VALIDATION., CK. M.O. -. CASH - *1 . . V. • - H . ,,•, . -. .. .. .• . •. •.... . .......,,,_.:. . .......,.... .,; .. ...........;*-..-- .,.L..1. .,, -- ---•-'------.- - . . INSPECTOR IRE HYDRANTS LOCATION DDITIONAL COMMENTS K TO ISSUE: DATE OK TO FINAL WATERDEPARTMENT REQUIREMENTS OF APPROPRIATE DIS'TRICTS MET V TMTP1VPAPTMPMTAT T1CDMATTrnJ Qurrr I .. . • 'Ell =DI-NG DEPARTMENT - DATE: BUILDING ADDRESS I CARLSBPD -PLANNING..... ............... .. Oepartme s DEPARTMENT ZONE- 1 7c&Lor SIZE LOT WIDTH___________________ UNITS ALLOWED I UNITS PROVIDED . .PARKING SPACES REQUIRED PROVIDED % COVERAGE ALLOWED PROVIDED BUILDING BUILDING HEIGHT ALLOWED PROVIDED FRONT SETBACK: SIDESETBACK: REARSETBACK: ALLOWED . ..PROVIDED' IN T R US I ON S na LANDSCAPE & IRRIGATION PLAN COMMENTS: / ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMMENTS: 2 ')(&4(rzr2TdSl4&eMq"_V'2& OKTO TO FINAL (3fL[-\DATE (1)_11'?4 -V ENGINEERING 19t 77 t 17 f,. _INDUSTRIAL WASTE Af;A IMPROVEMENTS SEWER CONNECTION '.-P _DR LV E WAY LOCATIONS _ GRADING PERMIT! EASEMENTS #tia'iic2...DRAINAGE__________ LEGAL DESCRIPTION ( IV L 1, ADDITIONAL COMMENTS (ID/I OK TO ISSUE: (f(_ DATE 5/727_P WI K TO FINAL FIRE DEPARTMENT SPRINKLING SYSTEM FIRE PROTECTION EQUIP. FIRE ALARMS EXITS TE GENERAL ubmit fully dimensioned Plot Plan, drawn to scale, including all easements on property. 2. Show all existing and proposed buildings on Plot Plan. Show correct legal description on Plan. / 4. Show all Off Site Improvements, Driveway Approach, Light Standards, Fire Hydrants, Water Meters, Sub Structures, Trees, etc. Correct Lot Dimensions. Show existing and finish contour lines. Survey of Lot required. c/f/Indicate all grading to be done. 1)Indicate Elevations of Garage Floor, and Street and Driveway. 10. Indicate Centerline and Edge Profile of Driveway. 11 lope of driveway not to exceed lao.. dicate flow lines for disposal of surface water. La Costa approval required. 13aSán Diego County Health Dept. approval required. 13bShow all requirements for handicapped. U.B.C. Section 1711. 13cL.C.W.D. sewer receipt required. 13dCoastal approval letter required. 14. Carry water from under sidewalk through curb into street with cast iron pipe. 15. Provide engineering calculations for Allowable Increase Due to REQUIRED PLANS Plot Plan 6. Structural Details Foundation Plan 7. Elevation Plans Floor Plan 8. Roof Plan General Framing 9. Index Sheet Foundation Details oO(C (CnO) OOTUS" or TO THE APPLICANT . Correct Plans where corrections has been circled. Flag Corrections. Incomplete, Indefinite or Faded Drawings or Calcu- lations not acceptable. Required Engineer's or Surveyor's Calculations or Plans sha11be signed in ink. Reverse Plans maynot be used. Provide correct Plot Plan, Foundation Plan, Floor Plan and Elevations. The approval of plans and specifications does not permit the violation of any section of the Building Code 0r other City, County or State Law. 16. Provide engineer's moisture report. 17. Grading permit required. 18. Fire Dept. approval required. 19. Specify concrete mix @ 2000 P.S.I. minimum. 20. Dimension footing sizes and clearance from grade. 21. Show depth of footings below natural or undisturbed grade. Provide typical framing details. Specify all lumber grades. Specify fire blocking at floor, ceiling cove and mid- height of walls over 10' in height. Show diagonal bracing at each corner and every 25 feet of wall. Clarify bracing of wall. Show size, direction and spacing of floor joists in re overspanned. Double floor joists or_____________________________ beam under parallel partitions. Specify header size for openings over 4'. Show double headers on edge. Insufficient beam size at Provide rafter ties where ceiling joists and rafters are not parallel. 4' O.C. Indicate rafter size, span, spacing and direction. Show purlins on edge and indicate size. Same size as rafters minimum. 45: Brace roof framing to partitions. Indicate solid sheathing and 2 x 6 or 3 x 4 studs on first floor of three story construction. Show section through Show planter box details and water proofing, Sec. 2517C7. ' 5 rovide typical chimney details. Specify 2" minimum clearance between chimney and framing. Specify post protection wHen bearing on concrete. Provide parapet details. 56. Specify inspection class_________________________________ required for Provide drip screed 2" below mud sill. i Indicate how required structural and fire resistive integrity will be maintained. Where penetration will be made for electrical, mechanical, plumbing and communications conduits, pipes and similar systems. Section 301 D. Clarify dimensions at Show window type, sizes and locations. Light and/or ventilation inadequate in 22. Indicate pressure treated . foundation still, or equal. . 23. Show .foundation bolt size, spacing and penetration (1/10 floor area - 12 square feet mm. except bath- Indicate clearance from grade to bottom of floor joists and girders. Show pier size, spacing and depth, into undisturbed soil. Show girder size, spacing and direction. Show all conditions of soils report on plans. Show positive drainage away from footings on site plan. 5" fall in 6 feet. Specify minimum 18" x 24" acces opening. Where expansive soils exist, planters adjacent to found- ations are not recommended. Specify underfloor ventilation equal to 2 square feet for each 25 lineal feet of foundation plus one opening within 3' of each corner. Step footings when slope exceeds 1:10. FRAMING I -CORRECTION LIST CITY OF CARLSBAD. BUILDING DEPARTMENT 'SINGLE FAMILY AND MULTIPLE FAMILY RESIDENTIAL PLAN (714) 729-1181 *WARNING : PLAN CHECK FEES: Where no action is taken by the applicant in 120 days, and no building permit is issued, all plan ch ck fees are forfeited to the city. Job Address: _2) / - Owner Contractor: Engineer Occupancy Type of Construction Basic allowable bldg. area 1st Floor Zrd ________________ po#- floor_______ Valuation 2nd Floor 4th Floor______________________ - into-concrete. ½" x 17" for masonry. . room). I **NOTE IN MARGIN WHERE CORRECTIONS HAVE BEEN MADE Provide. vertical clearance and horizontal clearance from range top to combustibles. Indicate attic scuttle (22" x 30" mm.) Provide draft separation for attic area in excess of 2500 sq. ft. Separate area between dropped ceiling and floor above to 1000 sq. ft. max. Specify stall shower mm. width 30" minimum floor area 900 sq. inches. Specify wall finish in shower area not to be adversely affected by moisture to 6' above the floor, and provide shatterproof doors. 69 Water closet area minimum width to be 30". Show material to be used under tile. Openings closer than to property line shall be of hour construction. Show ceiling height. Show lateral cross bracing at garage plate line. Show bedroom window as exit, section 1304. ELEVATIONS Indicate attic ventilation per section 3205 (c). Show all eave overhangs and construction details. Dimension chimney height above roof. (2'0" above roof withing 10'0"). Indicate finish and natural grade to property line. Show exterior wall finishes. 4Indicate 15# felt or equal on exterior walls. ROOF 8b 8Note roof pitch. ,)Indicate roofing material length & weather exposure on wood shingles. Show type, size and spacing of roof sheathing. Fire retardant roof required due to location in fire zone. GARAGES Garages not permitted to open into sleeping room. Provide separation on all walls and ceilings adjacent to living quarters. Specify door/window opening .from garage/carport into____________________________ STAIRWAYS AND EXITS 90. Provide handrails as required in Section 3305 (i). Provide hour walls for stairwell. Indicate maximum rise and minimum run on stair. Provide balcony railing at 42" minimum height. 36" O.K. for single family units. Provide intermediate rails @ 9" O.C. or equivalent. for open type balcony & stair rails. Indicate 6' 6" minimum headroom . clearance above ¼ stairway. Show stairway construction details. Occupant load requires exits from Provide lights over stairways and public corridors. Show change in floor level at doors 1" max. Sec. 3303h. .02aShow handrail extending 6"-beyond the top & bottom risers & terminating in a post or safety terminal Sec. 3305 (i). 778 Indicate material to be used and location of séwe line. (If V.C.P. use flexible compression joints only. Show two way clean out in yard box with 5' of build ing. ELECTRICAL Provide minimum 100 Amp. service. Condos requiri 100 Amp. panel for each unit. Show meter and panel location. 113aShow fire warnings systems centered over stairs Section 1310. - MECHANICAL Indicate furnace size, locations & registers and returr air. (Size) 115. Indicate heating equipment in accordance with chaptei 7 of Uniform Housing Code. 116. Specify heating, air conditioning and ventilatinc equipment. Installations to comply with the uniforrr mechanical code. Access F. Ducts Location G. Ladder & Light Combustion Air H. Engineer's Venting Calcs for Return Air Roof Loads 117. Indicate location & type of fire dampers. ELECTRIC 1975 N.E.C. ~~_OGround-fault protection' required for outdoor and bathroom receptacles 210-8. At least one receptical shall be installed outdoors and garages. 210-25b Correct electric as shown on floor plan. Underground service i required.. Show on plans. -1TTLLANEOUS ITEMS Bored holes and notching, show details as per Section 2518, (F), 10, 11. Provide Sq. Ft. ar as of the following: Living Garage 17. A 7% Porches 43 1 Patios- Balconies . Glass Insulation requirements: Show 6" insulation in ceiling. (R-19) B Show 1 x block for insulation stop aWents. Show 4" insulation in walls (R-11) Show exterior doors weatherstriped. Place the following note on plans: These plans comply with the requirements of the California noise insulation standards. SIGNE DATE TITLE Show details of party wall and floor system and S.T.C. or I.C.C. rating of each. PLUMBING 4. Have designer sign and date plans. 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 bathroom or under stairway or landing. Provide square inches of ventilation at top and bottom of water heater. Show water heater on 18 inch platform. Provide water pressure regulator. Section 1007 (B). (DATE) (DATE) THE FOREGOING CORRECTIONS HAVE BEEN MA AND ARE UNDERSTOOD BY THE UNDERSIGNED: OWNER - OR HIS AUTHORIZED AGENT BENTON ENGINEERING. INC. APPLIED SOIL MECHANICS F.OL,N.DATIONS 5.330 RUFFIN FlOAt) SAN DIEGO. CALIFORNIA 9212.1 PHILIP HENKING pR.ISIDtNT CIVIL EflUIHLIR I . Carl Smalley 2716 GaliciaWay a outh Unit No. 4 Carlsbad, California 92008 March 17 1980. YyL,PONLI724I-56B.I955 Mr. and Mr. Alexander. S. W. Ch4Ong 5290 Bl.oh Street Lot 260, La Csto South Unit No. 4 San Diecjo, Ccl iforriio 92122 Subject: Project No. 80-3-5F Recommendations for Recorstruction of Slope Failure in Natural Ground North Portions of Lot 90 -of - La Costa South Unit No. 1 and Lots 260 and 261 f La Costa South Unit No. 4 Carlsbad .California Dear Ladies and Gentlemen: This is to present, at your request, our recommendations for correctin g a n d r e c o n s t r u c t i ng the Section of slope that Failed during the recent heavy rains, within the nort h f a c i n g n a t u r o l slope behirxi jhe. houses on your Lots, 260 and 261 of La.Costa South Unit N . 4 a n d a neighboring Lot 90, of LaCosta South Unit No. 1 in Carlsbad, California. It is our opinion that the immediate cause of the slope failure was. the.s a t u r a t i o n o f t h e u p p e r soils above Elevation 170 feet. . The excess water apparently penetrated. suffjciently into an existing natural clay layer and reduced the resstihg sheaf strength o f t h e c l a y t o a p o i n t where the excess weight of water, seepage pressures and loss of strengt h a l l o w e d . a s l i p o u t to occur. . . . .. . . .. It is is our recommendation that the' ente layer of water weakened clay be re n o v e d t o t h e bottom of this layer, presently estirn9ted to be at approxinately .Ele . ' . t i o n 1 6 8 f e e t ( t ) , a n d that ahorizontal bench 40 feet (+)be excavated on the underlying more-'stable natural ilty sand soils. The Iocdfion of these suitable supporting silty sandy type s o i l s w i l l h a - . . , ,e-to be determined at the time of removal of the upperweok clay soils. It is re c o m m e n d e d t h a t . o n e o r t i o 3 feet.-diameter Test borings be drilled in the central area of the lower part oit h e s l o p e f a i l u r e in .order to log and sample .and test the underlying natural formations i n o r d e r t o d e t e r m i n e that sufficient thicknesse of the more stable sandier formations exist bel o w t h e n e w l y constructed bench, to provide adequate stabil i ty to the proposed reconstructed filled ground slope. The findings in the test borings may indicotethat . lower key or bench would be s needed. It is recommended that the reconstructed slope, be at 2 horizontal to 1 velticaor flatter,, wherever prsent'site conditions permit. It i. recommended -that Lot 90 be regraded to meet the original existing elevatons,1with no additional increase -in elevations. Project No. 80-3-5F -2- March 17, 1980 Mr. 'and Mr. Cart Sr-ialley & S ". Mr,. and Mrs. Alexander S. W. Cha,uncj . The apprdximate'limits and depths of removal arc shown in plan and on a cr o s s s e c t i o n A - A on the-attached Drawing- No. .1, entitled "Proposed Slope Reconstruction, Lots 260 and 261, La Costa South Uni t 'No. '4 and Lot 90 of La Co:.ta South Unit No. -1', Carlsbad, CaHfornia, " dated March 13,' 1980. It is also recommended ti-at a subdra in. systern.of perforated plastic ' pipes be installed, that are surrounded by pea gravel as 'shown on,Sectio n s B - B a n d ' C - ç . I n 'order to prevent th possible movement of free water from the plastic p i p e a n d p e a g r a v e l i n t o the andiei soils undcflying +ie lower bench , it recoi,mended 'that the lower trenches be lined wiih 6'mil or thicker 'polyethylene plastic membrane: that arc overlap p e d a n d s l o p e d . to drain inio the low J lower exiing qunitc. lined drainage wale The pla ti lining hould be installed in the trenche'up to-approximately Elovaton 17,2 feet (:) and thk.beight should be verified :a t the time of field inspection of exposed soil conditions. It is recommended that onlyselect silt'/ sand, layy sand ordecomposed gra n i t e t y p e , s o i l s b e placed and compacted in accordance wi Ii the attached Appendix AA, e n t i t l e d " S a n d a r c i Specifications for Placement of Compacted Filled Ground' within the r e c o n s t r u c t e d s l o p e a r e a . It is recommended that a complete system of gutters, downpouts and ' w a t e r t i g h t p p e s b e installed onall'houses above this. slope area and the reconstructed dop e ' , a r e a . a n d t h a t t h e roof i-unoff be dscharged via the wat-ertight pipes into the curb and gutters in . Front of the houses on Gal icia Way. It is Further recommended that all surface runoff, from. yard areas be collected on either the paved sidewalk areas-confined by perimeter cur b s a n d b e c o n d u c t e d t o the street in. watertight pipes, suc:)-as is applicable to Lot 261, or that a new syste m o f b o x inlets, connected to waertight pipes be installed -at low points in the rear yard reas.b1 Lot 261 and Lot 90, and the waiertight pipesbe terminated in the new gunite l i n e d i n t e r c e p t d i t c h downhill to -the north, so that surface water is not permitted to-either soak into the u p p e r y a r d 'areas.by pondi-n and'is prevented frofrirunning clown the exposed slope.. It is our opinion 'that the removal of the unsatisfactory. clay type, soil s a n d t h e b e n c h i n g , ,installation 'of subdi:ains, and reconstruction. be- postponed until all excess' wat e r s e e p a g e p r e s s u r e s " from higher elevation-, on all three .lots have dispersed through a "dry-out" 1period so that the exca va tions can be made without jeopardizing the upper remaining portions of t h e l o t ,-.. Based On -post experience, it is suggested that, the niot'desiroble time to do the grading and recon:truc ' t i o n would be in the late' summer or early fall time 'of the year befor e the next Series of rainstorms begins. Respectfully. submitted, BE'NTON ENGINEERING, INC. By____ Philip ...Bontor, Li .-1 Engineer RCE No. 10332 Distribution: (3) Mr.,,and Mrs. Carl Smalley , ' (3) Mr. and Mrs. Alexander S. W. Chaung Enclosures: (2) PH B/c LJrNTON ENGIF,IkiNG.INC..- BENTON. ENGINEERING,' INC. . APPLIED SOIL MECHANICS FOUNDATIONS S ' 840 RUFFIN ROAD . 5, SAN DIEGO CA11V0F1N1A 92123 PHILIP. HENKING BENTON PPCIOENT .CIVIL ENGINEER ' : . .TELEPHONE (714) 565-190 APPENDIX AA 'STANDARD SPECIFICATIONS FOR PLACEMENT OF COMPACTED FILLED GROUND" 1. .General Description. The ohjectk'e is to obtain uniforrriity and adequat 0 internal, strength in filled ground by proven ercJir'e:rincJ procedures and IJsis 'so that the proposed structures may be safely supported. 'The p'ocedurs include [lit! ç 'earing and gru b b i n g , ' r e m o v a l o f existing structures, "p'reparcitror) of 1011(1 lobe filled, Filling'of the land, ,the spreading, and compaction of the Iii led areas to confot iii with the I i,nes, gradös, and slopes, as shown on the accepted plans.. The oner,shcill employ a 1uulil ied soils engineer to inspect and test,the Filled ground as placed to verify thL uniformity of compaction of filled ground to the sp e c i f i e d 9 0 p e r c e n t of maximum dry density . Tht_. soils Ci'IdJir)Cer shall advise the owner and grading contractor immediately if any unsatisfactory conditions are observed to exist and 'shall have the authority to reject the compacted fi I led ground until such time that c o r r e c t i v e m e a s u r e s are taken necessary to comply with the specifications. It shall he the so l e r e s p o r i s l b i I i t ' y of the grading cbWractdr to achieve the specified degree Of comp a c t i o n . 2. 'Clearing, Grubbing, and P rcpciri ng Areas to' 'be Filled. (a) All brush, 'vegetation and any rubbish shall' he removed, pil e d , a n d b u r n e d o r o t h e r - .wke disposed of so as to leave the 'areas 'to be Filled free of vegetation and debris. Any soft, swampy or otherwise unsuitable areOs shall be correc ted by draining or removal, or .bot.h. (b), The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to a depth of at least, six inch e s ( 6 . " ) , a n d until the surface is Free from ruts, ,hurnriocks, or other uneven feat u r e s w h i c h w o u l d -tend to prevent uniform compaction by the equipment to be used. (c) Where fills are made on hillsides or exposed.slope areas, great e r t h a n 1 0 p e r c ent, horizontal benches shall-be cut into irrn undisturbed' nc'tural ground in, o r d e r t o p r o v i d e both lateral 'and'vertiçal stability. This' is to provided horizontal b a s e s o t h a t e a c h layer is placed, and compacted on a horizontal plane. The initial b e n c h a t t h e t h 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 angle of repose ordesign slo p e . T h e s o i l s engineer shal,I determine the width arid iiequency of all succeeding be n c h e s w h i c h w i l l ,vary with the soil conditions and the steepness of slope. APPENDIX AA -2 (d) After the natural ground has been prepared, it shall then b e b r o u g h t t o t h e p r o p e r m o i s - ture content and compacted to not less than ninety percenf o f m a x i m u m d e n s i t y i n accordance with A.S .T.,.M. D-1557-70 method that uses 25 b l o w s o f a . 1 0 p o u n d h a m m e r falling from 18 inches on each of 5 layers in a 4" diameter c y l i n d r i c a l m o l d o f a 1 / 3 0 t h cubic foot volume. 3. Materials and Special Reuirernents. The fill soils shall c o n s i s t 6 f 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. '1 sieve. This may be obtained from the.èxcavation of banks, borrow pits of any other approved sources and by mixing s o i l s , f r o m one 'or',more sources. The material uses shall be free from v e g e t a b l e m a t t e r , a n d o t h e r d e - leterious substance's, and shall not contain rocks or 'lumps of g r e a t e r 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 with i nadec1uate's ire ngth' or other unacceptabl.e 'physical characteristics are encountered, these shall he disposed of in woste.ar'eas as shownon the ,pFans or as directed by the soils engineer. 'If during grading Q p e r a t i o n s , s o i l s - ,not encountered and tested in the preliminary investigation are ,found, test s o n t h e s e s o i l s s h a l l b e p e r f o r m e d t o determine their physical chai'actei'istics. Any special treat m e n t r e c o m m e n d e d i n t h e p r e l i m i n a r y 'or subs'equent soil reportsnot covered hei'ein'sliall beco m e a n a d d e n d u m t o ' t h e s e s p e c i f i c a t i o n s . The testing and specifications for the compaction of suhgr a d e , s u b b a s e , a n d b a s e m a t e r i a l s f o r , roads, streets, highways, 01 (,illci' puhlic piopei'ty or rights-of-way shall be in accOrd'anie with those 'of the governmental agency having- jurisdiction. 4 Placing, Spreading, and Compacting Fill Materials. ' The sui table ,'fiII'material shall 'he placed in layers whic h , w h e n c o m p a c t e d s h a l l n o t -exceed six inches (6"),. Each 'layer shall be spread evenl y a n d s h a l l b e t h r o u g h l y , mixed during the spreading to i nsui e uni foi mi ty of matetmhal and moisture in each layer . When the moisture content of the fill material is below, that s p e c i f i e d b y t h e s o i l s e n g i n e e r , water shall be.,addcd until the moisture content is near o p t i m u m a s s p e c i f i e d b y t h e soils engineer to assure thorough bonding during the com p a c t i n g p r o c e s s 'Mien the moisture content of the fill material is above that s p e c i f i e d b y t h e s o i l s engineer, the fill 'material:'shdll be aerated by bladi.ng and scarifying or other satis-factory methods until the moisture content is near optimum a s s p e c i f i e d b y t h e s o i l s ' engineer.* After each layer has been'place'd, mixed and spread evenly , i t s h a l l b e t h o r o u g h l y compacted to not less than ninety percent of maximum d e n s i t y ' i n a c c o r d a n c e ' w i t h A'.S.LM. D-1557--70 modified as described in 2 (d) abov e . C o m p a c t i o n s h a l l b e accomplished with sheepsfoot rollers, multiple-wheel' pneu m a t i c - t i r e d r l l e r s , o r o t h e r approved types of compaction equipment, such' as vibrator y e q u i p m e n t t h a t i ' s s p e c i a l l y designed for 'certain soil types. Rollers shall he,of such de s i g n t h a t t h e y w i l l b e a b l e il l rIJN iidOlr r Ilil11'3, lNl'. APPENDIX AA - 3 - to compact the fill material to the specified density. Rolling shall be accomplished while the fill material is at the specified moisture content Rolling of each layer ' shall be continuous'over its, entire area and the roller shall make sufficient trips to ' Insure that the desired density has been obtained. The entire areas to be filled shall be compacted. (e): Fill slopes shall be compacted by means of sheepsfoot rollers or' other suitable equ i p - ment.. Compacting operations shall be continued until the slopes are stable but not '• too, dense far planting and until there,'is no appreciable'amoun.t of loose soil on the ' slopes.' Compacting of the slopes shall be accomplished by hackrolling the slopes In Increments of 3 to 5 feet in elevation gain or by other methods producing satisfactory 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 height 'between tests. Field density tests may be taken at intervals of 6 inches in elevatio n gain if required by the soils engineer. "The location of the tests in plan shall be so spaced to give the best possible coverage and shall he taken no Farther apart than 100 feet. Tests 'shall he taken on corner and terrcice lots for each two Feet in eleva- tion gain. The soils engineer may take additional tests as considered necessary to check on the uniformity of compaction. Where sheepsFoot'rollers are used, the tests shall be taken In the' compacted material below the disturbed surface. No addrtional layers of fill shall be spread until the Field density tests indicate that the specified density has been obtained (g) The Fill'operation shall he continued in six inch (6") compacted layers, as specified above, until the 111.1 has been brought o the finished sloe' and 'grades as shown on the accepted plans. '5. Inspection. ISufficient Inspection by the soils engineer shall he maintained duri n g t h e f i l l - ing and compacting operations so th0t he can certify that the Fill was cotistructed in ac c o r d - an'ce with the accepted specifications. '• ' ' Seasonal Limits. No fill material shall be 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 tests by 'the soils ehgine'er'indlcate t h a t .the moisture content and density of the Fill areas previously specified. ' All'recommendations presented in the "Conclusions" section oF the attached report are a part of these specifications. ' • ' Picture (3) shows the dirt pile on the bushes and vegatation. ie % •' . ft 4' .. • . S • . i r - r i" • ':'; ... - •"L..:1 ':. •. --.-- - . Picture (3) I read an article dated June 170 19809 on Blade Tribune. It Quoted the statement made by the city englneer \Les Evansa "The Housing development in parts of La Costa and other areasl 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 43672826 almost at anytime, and they will always reach me. my home phone in San Diego is 1153-89213. -.Due to the -• impjanQeandtheser.i5,- 0• - -• • the lot repaired. The following pictures show the scenes of the damaged lots. Picture (1) shows the dainge on our lot, Lot 260. Picture (1) Picture (2) shows the damage of Lot 90. It was taken from the lower part of.Lot 90 toward Galicia Way, and the dirt piles are visible. Picture (2) -3- 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, anuinber 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, aconstruction 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 vegetations, 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' als.o endanger' to' our 'lot or even to the house. We have already provided Mr. Quebada a proposed repair plan of his- lot, Lot 90, 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'$,89000.00, but again it will be'no'cost to-him,.-In exchange', we doneed hisco- operation as followsz (1) Repair their own lot, Lot 90. , '(2) 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. (3) Provide us access during the soil test holes boring and repairing. For the best interest of: all ,of us, 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- •0 , 5290 93 '' 'g°a &JLj. 92122 June 30, 1980 Mr, Les Evans City' Engineer 1200' Elm Ave. , ' '. •: ' ' Carlsbad, Ca. 92008 Dear Mr0 Evans a 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. Carl Smalley'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 shown in ,the proposed repair plan, Lot's 2609 261 and 90 of the La Costa South Unit No.11 were damaged and' have to. be repaired 'I called the owner ,of Lot 909 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 also indicated that the building permit would be obtained soon, and that their. relative, Mr • Edwin bada ,_w d_beinc hag he..-bu4d ing, •• Both Mr. Benton and I called Mr. Quebada and tried 'to explain .t 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 Galiciá Way on May 169 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. -i I ;c/co - - c,-c- t z7' fc e I - A2 229 -L'e72, /4/-9 'e 7 e // -',-'' •'-'- z eL5t , 1 1—> ------ t J 'ape • • ••. • - C -as-e - . -- - • •. )•/,• .••• I ',9c -- 4' ef'ra/,"75 Lo ,.41jc/ I7c r e /i e 5 095 - 5c 7 1 /e il I • - :'-- 2/is? • -'y' •. •, ;:., t.4 J:Nt. ,I • ••I • • I'. - -. I:' 5 7'i ENTON ENGINE ERING,:IN°C:. SAN DIEGO,. CALIFORNIA. POP05EEJ Lor'E 1EC0fJTR'JCT10 LOTS 260 AMO Z OF LA COSTA SOUTH UNIT NO 4 • LOT 900F • S LA CO3TP SOUTH UNI T. NO. 1. CARLSBPt3CAL1FOR'NIA ::. • • SCALE: •• • PROJECT NO. • DRAWING • NO DRAWN :.L J • 80- - 51:: 1. DATE LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE ':. Owner's. Name: C. Smalley Phone No. 436-2826 Mailing Address: 7626 Calle Madero Carlsbad Service Aceress Galicia Way Tract Description Lot 261 La Costa South Unit 2 Type of Building:._ -Single Family No Units _____ Connection Charge $500.00 Lateral Size 4" 6" 8" Saddle Extra footage @ $______ Easement Connection Extra depth @ $ Lateral Charge Total $500.'00 Amount Rec'd $ 500 00 How Paid ck# 173 Date Paid 3/16/77 Rec'd by S Delbert 2 The.,,application'must be signed by the owner (or his authorized representative) of the property to be served The total charges must be paid to the District at the time the application is submitted If a service lateral is required, it will be installed by the Leucadia County'Water District. The service lateral is that part of the sewer system that extend's, from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. ,The applicant is responsible for the construction,' at the applicant,s " expense, of the sewer pipeline (building sewer) from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The'connection must be made.in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED, BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. :' THE APPLICANT, OR' HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ..ANY CONNECTION MADE. TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT' PRIOR APPROVAL AND " INSPECTION BY, THE DISTRICT. WILL BE CONSIDERED INVALID AND WILL NOT .BE ACKNOWLEDGED. 'After connection is 'complete, the property-described above is subject to a monthly 'sewer service charge, billed bi-monthly in advance. The rate will be,governed by the use of the property, single family, multiple dwelling or commercial..' Non-payment, of the sewer service charge is subject to a,5% penalty per month, plus disconnection if necessary. The undersigned hereby agrees that the above information given 'is correct and, agrees to ' the conditions as stated: ' ' '. . . ' " '• ' ' ' .• 6282 Owner's Signature . / • Date ', . ' - Account No.