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Home My WebLink About2831 CEBU PL; ; 77-6239; PermitMODEL NO BUILDING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Phone 729-1181 Permit NO JOB 'AOTTR EE-i5 / LOT NO - LEGAL _^ 1 &ESCR S!>X!L\ OWN EB CON TBAC TOR »»* JV * V^'-i^t l^O^V ^ 4 v% \\ - CN G IM EEft 5 <"l -. V, ""1? St" ^T* -**\ BLR __ * ASSESSOR s \ C" ' C * PARCEL NUMBER ' TRACT V*v V«3MrP> BOOK PAGE PAR VWoCS^i^ V-Vv^E ^ ^^ ^^° 3 '^ vW-\ VCS, \ ' )2*'*ts j>\ ^j1'?''!^ %?t , V <3\™ Ov (.""C^O **-5 V I \ViXt \zf \ KJiN-^O \. \ S s •S' l ' -• MAIL ADDftESS /"*"*• -C~"^ J-*» f" PHONE •'STATE LIC NO/ ( CTTY-LIC HO % kyv 1(\^X. ^v\ VuH^'V^^1 / ^ci^ MAILADDRESS PHONE f L1CEH5E HO vJ i . i*Tk * *jt- Vtisrw'Vo vs^ts" VA^C^C^ *> *"cxl ^^f " *"\ "*jVj. "> ^ \y* *•?*> JWh'-'i'V*" .-^f\Ji7- MAIL ADDRESS * BHONE LICENSE NO ^ , _ , »^i , COMPENSATION INS CARRIER "*"- 'ODResS BRANCH USE OF BJILDING7 ^N „ r ,-^v^v^X 8 Classofwork &NEW D ADDITION 9 Describe work \v^coo Te^x: ^ V wn nnBM.q «*• Nn RATHS ^ "S*««. !\ 4 ^ D ALTERATION D REPAIR D MOVE D REMOVE \ \ rxW - V\ -'-> ,-:"&. ,. ,^ / \^^)L^ ^ 10 Change of use from * ^ \ J &r^ \ i Change of use to jX *"*x'^ / 11 Valuation of work S«"^"*ft^7*3^S^- *jyr iff J SPECIAL CONDITIONS \ ' ^X >H-^™™-«-*^^" APPLICATION ACCEPTED 6V DATE PLAIVS CHECKED BV A( D NOTICE SEPARATE PERMITS ARE REQUIRED FOR EL ING, HEATING, VENTILATING OR AIR CONDITI THIS PERMIT BECOMES NULL AND VOID IF WO TION AUTHORIZED IS NOT COMMENCED WITH CONSTRUCTION OR WORK ISSUSPENDED OR fi PERIOD OF 120 DAYS AT ANY TIME AFTEMENCED -^ I HEREBY CERTIFY THAT 1 bt^VE READ AT»1 APPLICATION AND KNOW TWE SAME TO BE TR ALL PROVISIONS OF LAWS AND ORDINANCES TYPE OF WORK WILL BC COMPLIED WITH Wh HEREIN OR NOT THE GRANTING OF A PPRESUME TO GIVE XUTHORJTY TO VIOLATE PROVISIONS OF ANXOTHER STATE OR LOCAL CONSTRUCTION j?R THE' PERFORMANCE OF r/' SIGNATURE O f CONTRACTOR OR AUTHORIZED AGENT SISNATURE'fiF OWNER (IF ff OMNER BUILDER) / PROVED FOR ISSUANCE BV \ /IECTRICAli, PLL&MB DNING RKOR CONSTRUC- IN 120 DAYS, OR IF BANDONED FOR A R WORK IS COM Q EXAMINED THISU-E AND CORRECTGOVERNING THISETMER SPECIFIEDERM\T DOES NOTOR\CANCEL THELAW REGULATING* CONSTRUCTION AsV^yVN / (DATE) .V Vvv-~iV-y^ \ \ (DATE ) PLAN CHECK FEE $ / /t/ ^^^' PERMIT FEE S IJ^Tr/' ' \ I MICRO FILM FEEType ol j/^ A j Occupancyf-^ | Const f * Xrf' Group L*> **^J' vrf* • SizeofBldg «. jy t a No of *^/^ Max (Total) Sq FtjO*T*^ Stories Occ Load Fire *yy Use // f" Fire Sprinklers Zone J^2 Zone r^1 ^ Required QYes DNO J" OFFSTREEtT PARKING SPACES '^° of "^jS* f I ^"r // Cj« Dwelling Units /* Covered **r Sq Ft / f' ]Spen Special Approvals Required Recetve'd Not Required PLANNING DEPT HEALTH DEPT FIRE DEPT SOIL REPORT OTHER (Speci(y) <« ENGINEERING DEPT WATER DEPT (* V, < WHEN PROPERLY VALIDATED (IN THIS SPACE} THIS IS YOUR PERMIT PLAN CrHECK VALIDATION CK / MO CASH PERMIT VALIDATION CK M O CASH TOTAL FEES S. INSPECTOR FOUNDATIONS SET BACK -REINFORCING FOUNDATION WALL £ WEATHER PROOFING CONCRETE SLAB INSPECTION RECORD DATE REMARKS FRAMING INT LATHING OR DRYWALL EXT LATHING MASONRY FINAL USE SPACE BELOW FOft NOTES, FOLLOW-UP, ETC MODEL NO BUILDNG PERMIT APPLICTION City of CARLSBAD, CALIFORNIA 92008* Applicant to complete numbered spaces only PnOne 729-1 181 Permit No JOB ADDHEES ^ . -> {"""V* »* j&*--jW.> >>t ^ffeStHW 'T*t> ASSESSOR S LOT NO BLK TRACT J / BOOK f*AGE PAR . LEGAL -— % , .^— ([ ]SEE ATTACHED SHEET) 1 OESCR -<,Vl ^ /' vJj ^ 4? ' OWNER , i " l , v MAIL ADDRESS IIP PHONE V~-\v^ ^ ^"?v-v'r*'-''T/lp\ ^•^CV'-Ji^ia., I VV^A _J.,l2si^\ ^Vv >*v\ t* ^SV • \ ^ C^C&v \ \'*" \i"Q^* CONTR^CTOB^ ^.^S^-N^K-'t.'^ " Xl VV^\t34*^V M*"? ADDRESS "'^SHSC*" PHONE STATE LIC NO CITYLICyNO °~^Snfc!7 .,!„ S'^iASSC5.1i»,.Cfe "A^v^^^^^15^1®^^ -^""^iS-^Sg^:^" ^^ST^^«^«-ii^3|r ENGINEER MAIL ADDOESS PHONE LICENSE HO COMPENSATION INS CARRIER _„__ MAIL ADOBE 5_5__^^M-JiMa_B,iL., n,no-i»w.*"— )»i'qi']»B»"«"'ni*'»iii'ii»M.n««i»i.i .-.•-. ^ BRANCH* ^ c . is-^cyc "^v^^vi.<. V^^S*^-, ^^ . tfCTT^F^rfe — *i-^--v ^ ..^^ USE OF BJfLO^NG ,3J»mm<*-t>'*- • "ff" tinr ^niUL-iin- nn]-niia«;-Yv*'r- •• "" ^^^-^MH-g***™^ .' V^'f"^^^1 V "" wo RDRMS NO BATHS 8 Class of work' , D NEW DADDITION L^ALTERATION D REPAIR D MOVE -D REMOVE - 1*1 f^ 9 Describe work ^\^^('%\OVv \-^ \ <x^\ ^\M"^^\ v^s, s<v ^4 \\&«l«& ,„ „. , • Change oi use to ^ If r/ty 11 ^Valuation of work $ S^f" SPECIAL CONDITIONS - r APPLICATION ACCEPTED BY PLANS CHECKED BY APPROVED FOR ISSUANCE 8Y DATE DATE 'fv NOTICE SEPARATE PERMITS^ARE REQUIRED FOR ELECTRICAL, PLUMB ING HEATING VENTILATING OR Al R CONDITIONING 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 ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM MENCED 1 HEREBY CERTIFY THAT 1 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 SPECIFIEDHEREIN 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)*N- v^vK^MK, SIGNATURE OF OWNER (IF OWNER BUH-DER) (DATE) PLAN CHECK FEE S f jf * **" PERMIT FEE S '**cf — * '" Ml CRO FILM FEE Type of Occupancy Const Group -. Size of Btdg No of Max (Total) Sq Ft Stones Occ Load Fire Use Fire Sprinklers Zone Zone Required Qyes DNO OFFSTREET PARKING SPACESNo Of Dwelling Units Covered SqFt Open Special Approvals Required Received Not Required PLANNING DEPT HEALTH DEPT FIRE DEPT SOIL REPORT OTHER (Specify) ENGINEERING DEPT WATER DEPT . ' - , WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK MO CASH PERMIT VALIDATION CK MO CASH TOTAL FEES S INSPECTOR PLUMBING PERMIT City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only _ Phone 729-1181 , Permit JOBADDBES^ > LOT NO . LEGAL ] DESCR OWNER ,. / , 2 jLh CONTRACTOR 3 4 j £ ARCHITECT1 OH DESIGNER1 4 ENGINEER 5 r*/ BLK • /^Lr/or / Ji JL . i ," ~, /p §\ 1 r?t *( J J*i £* - COMPENSATION fNS CARRIER 6 ff Jff~ _, , " -,*-*•'? ' »•* Xfjf f X /} ' TRACT MAIL ADDRESS „ / A 2. 1 Py'"™> J ,9 PHONE MAIL^icDRESS , j , ( PHONE , STATE LIC NO,. CITY LIC NO MAIL ADDRESS PHONE LICENSE SO MAIL ADDRESS PHONE LICENSE NO - „ MAIL ADDRESS ^ BRANCH ' USE OF BUILDING * ~"" "~\ . , 8 Class of work ' D Ntft D ADDITION D ALTERATION D REPAIR , 9 'Describe work , // «£y*?'f// /•Z2~~fys'/\f " , ' - * ,/'"•• ' ; ' SPECIAL CONDITIONS - , ' , - APPLICATION ACCEPTED BV PLANS CHECKED 8V NOTICE THIS PERMIT BECOMES NULL AND VOID IF V TION AUTHORIZED IS NOT COMMENCED Wl CONSTRUCTION OR WORK IS SUSPENDED OR PERIOD OF 120 DAYS AT ANY TIME AF MENCED 1 HEREBY CERTIFY THAT 1 HAVE REAO f> APPLICATION AND KNOW THE SAME TO BE ALL PROVISIONS OF LAWS AND ORDINANC TYPE OF WORK WILL BE COMPLIED WITH \ HEREIN OR NOT, THE GRANTING OF A PRESUME TO GIVE AUTHORITY TO VIOLA PROVISIONS OF ANY OTHER STATE OR LOCP CONSTRUCTION OR THE PERFORMANCE ^.••"V^ -~""* .J-~— "-"'"'"^S"''*'"'^ jf -SIGNATURE^OF CONTRACTOR OR AU TMOW T2 E DJ.C EN T SIGNATURE OF OWNER I*"OWN 6 1 BU ILDE R ) f**\ ^~^L ***^*» -* DATE /S*"^Z^3""/ WORK OR CONSTRUC rHIN 120 DAYS, OR IF ABANDONED FOR A TER WORK IS COM ND EXAMINED THIS rRUE AND CORRECT A/HETHER SPECIFtED TE OR CANCEL THE OF CONSTRUCTION /r - jj* y7 IDATE) J (DATE) PERMIT FEES No 2. / '"5; / / / / f If 1 Type of Fixture or Item WATER CLOSET (TOILET) BATHTUB LAVATORY (WASH BASIN) SHOWER KITCHEN SINK & OISP DISHWASHER LAUNDRY>TRAY ^ CLOTHES WASHER WATER HEATER URINAL DRINKING FOUNTAIN FLOOR— SINK OR DRAIN SLOP SINK ' GAS SYSTEMS NO OUTLETS J WATER PIPING & TREATING EQUIP WASTE INTERCEPTOR VACUUM BREAKERS LAWN SPRINKLER SYSTEM SEWER t NUMBER CLEANOUTS > CESSPOOL8 SEPTIC TANK 8. PIT ROOF DRAINS _ . ISSUANCE FEE $ TOTAL FEES $ Fee $ T t - *• '" J^ * <r t *; £ ! /•* , 3 <• ' ^c ' *5t Cc f -3C ' t/C • ^ ^ i C?t , 7 Tc > S*1 WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK MO CASH* PERMIT VALIDATION. k CK MO . CASH" INSPECTOR UNO v!s ;; "/-./City of CARLSBAD, CALIFORNIA 92008 - *"* Applicant to complete numbered spaces only ^ Phone 729-1181 Permit No **^ , y / / "> I 1 f * J.J* fe. JOB ADOBE5S • , M ^ f 'V i_^j <• ' , LEGAL ] DESCR ' OWNER iLDT*MO ., « BLK . TRACT*. \. I , -= - \ ' x " *1 > »« ^ J jt- jjf , " , , ' MAIL ADDRESS Xft r"-"4// / Hp J JC* ~< J I PHONE CONTRACTOR 1 ><•" ,"£"- ADDRESS y ^^ 7 'i^PH ON L'^ STATE LIC NO CITY LIC NO ^ / A *"</$** - \J Jr / ' /* "* {*/j \-f^i y^ * jd- ? j^lAf /* Jhl^/' ^i \ *'* \?'J&¥/j~t //f3v*"'~? 4 ' CT OR DESICKCH MAIL ADDRESS "• PHOMEi « \ . LICENSE NO >," " "a \ ^ ENGINEER ' MAIL ADDRESS ' , ' PHONE \ LICENSE NO 5 COMPENSATION fNS CARRIER MAIL ADDRESS BRANCH 6 USE OF BUILDING , > 1 * , / S / /1 • •*" / *rs f.*/ * 8 ' Class of work D NEW D ADDITION DALTERATION D REPAIR 9 Describe work ^ ;1-'--^, - " •'<"*' ,'*--/ - ', * 'J -—v, ' ^ ^/, » • SPECIAL CONDITIONS . - t V ' ^ B APPLICATION ACCEPTED BY PLANS CHECKED BY "APPHOVFD feOTi TS5i/4W\E fjrr ' THIS P TION f CONST PERIOC MENCE 1 HERE APPLICALL P TYPE HEREI 'PRESUPROVI CONST •"^f f- 51 6M ATU 7 •f^tvzj- *— DATE 5?V^)~^? fSIOTICE ERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS, OR IF RUCTION OR WORK ISSUSPENDED OR ABANDONED FOR A > OF 120 DAYS AT ANY TIME AFTER WORK IS COW D IBY CERTIFY THAT ! HAVE READ AND EXAMINED THIS ATION AND KNOW THE SAME TO B6 TRUE AND CORRECT 1OVISIONS OF LAWS AND ORDINANCES GOVERNING THIS 3F WORK WILL BE COMPLIED WITH WHETHER SPECIFIED ^ OR NOT, THE GRANTING OF A PERMIT DOES NOT ME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEilONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGRUCTION OR THE PERFORMANCE OF CONSTRUCTION ^ ' 8 ' J»E OF COI4:fflACTOR"p.*" Au THOflllED AGENT/* (DATEI SICNATUHE OF OWNER (IF OWNER PUILDEH)^' (DATE) PERMIT FEES No 'i / -7Jii/ j> / / /, Type of'Fixture or Item „ WATER CLOSET (TOILET] BATHTUB j LAVATORY (WASH BASIN) SHOWER KITCHEN SINK & DlSP DISHWASHER LAUNDRY TRAY CLOTHES WASHER WATER HEATER URINAL DRINKING FOUNTAIN FLOOR— SINK OR DRAIN SLOP SINK ' GAS SYSTEMS NO OUTLETS ~<J WATER PIPING & TREATING EQUIP WASTE INTERCEPTOR VACUUM BREAKERS LAWN SPRINKLER SYSTEM SEWER ***„, NUMBER CLEANOUTS ' J' -" CESSPOOL '* "v „ - J- SEPTIC TANK & PIT ROOF DRAINS ' ISSUANCE FEE ty S TOTAL FEES ^$ Fee S i t " , 5 • df *5 L. f 6* JL f < , ^ f "?£ ^C / ^"c C3 75c OS • - --"WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS is YOUR PERMIT PLAN CHECK VALIDATION CK MO CASH PERMIT VALIDATION . 1"!" CK M o CASH INSPECTOR ELECTRICAL PERMIT APPLICATIO Applicant to complete numbered spaces only City of CARLSBAD, CALIFORNIA 92008 \ ^? ^r.^ fc Phone 729-1181 >emm NO c^-^,4^ JOB ADDRESS -LEGAL 1OESCR* _ co$r&SHEET) MAIL ADDRESS CONTRACTOR MAIL ADDRESS ^f, STATE LIC NO C/O 2 CITY LIC ..NO ARCHITECT OR DESIGNER MAIL ADDRESS LICENSE NO MAIL ADDRESS LICENSE NO COMPENSATION INS CARRIER MAIL ADDRESS USE OF BUILDING 8 ' Class of work D ADDITION D ALTERATION D REPAIR 9 Describe work PERMIT FEES SPECIAL CONDITIONS SWIMMING POOL WIRING, NO INCREASE IN SERVICE No Each Fee APPLICATION ACCEPTED BV PLANS CHECKED BY APPROVED FOR ISSUANCE BV NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER 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 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 REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION NEW SERVICE ON EXISTING BLDG FOR EA AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE OR BREAKER 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 OF CONTRACTOR OR AUTHORIZED AGENT (DATE)ISSUANCE FEE SIGNATURE OFOWNERJJF_gWNER BUILDER). IDATE)-TOTAL.FEES WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK M O CASH PERMIT VALIDATION M O CASH INSPECTOR MECHANICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only PnOnG 729-1181 Permit No JOB AODR ESS (C3SEE ATTACHED SHEET) MA I L ADDRESS ,v .f CONTRACTOR MAIL ADDRESS STATE LIC NO CITY LIC NO M Al L ADDRESS LIC ENSE NO ENCINEEB MAIL ADDRESS LICENSE NO MAIL ADDRESS USE OF BUILDING 8 Class of work D NEW D ADDITION D ALTERATION D REPAIR 9 Describe work Type of Fuel Oil D Nat Gas D LPG PERMIT FEES SPECIAL CONDITIONS No Type of Equipment 'Fee Air Cond Umts-H P Ea Refrigeration Units—H P Ea Boilers-H P Ea Gas Fired A C Units-Tonnage Ea Forced Air Systems—B T U MEa APPLICATION ACCEPTED; BY PLANS CHECKED BY APPROVED FO« ISSUANCE BY Gravity Systems-B T U M Ea Floor Furnaces-B T U M WallHeaters.-BTU 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 ABANDONED FOR A PERIOD OF 120 DAYS AT ANV 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 COMPL-'ED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION UnitHeaters-BTU M Evaporative Coolers Clothes Dryers Ventilation Fan Range Hood Air Handling Unit-C F M Incinerator PROPERLY VALIDATED ON THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK M O CASH PERMIT VALIDATION CK M O CASH INSPECTOR F;ION LIST CITY OF CARLSBAD BUILDING DEPARTMENT SINGLE FAMILY AND MULTIPLE FAMILY RESIDENTIAL PLAN (714)7290 ^WARNING PLAN CHECK FEES Where no action is taken by the applicant in 120 days, and no building permit is issued, all planieck fees are forfeited to the city Job Address cw3) Contractor Occupancy r./flj^) (jLO-ULs r~Ji Owner Enaineer Tvoe of Construction Valuation Basic allowable bldg area 1st Floor_ 3rd Floor Allowable Increase Due to. A Plot Plan Foundation Plan Floor Plan General Framing Foundation Details REQUIRED PLANS 6 Structural Details 7 Elevation Plans 8 Roof Plan 9 Index Sheet TO THE APPLICANT Correct Plans where corrections has been circled Corrections Flag /"T( B yin&emplete, Indefinite or Fade.d Drawings or Calcu- lations not acceptable _fp-^^£^>^ ^^ C Required Engineer's or Surveyor's Calculations or Plans shall be signed in ink D Reverse Plans may not be used Provide correct Plot Plan, Foundation Plan, Floor Plan and Elevations E The approval of plans and specifications does not permit the violation of any section of the Building Code or other City, County or State Law GENERAL 1 Submit fully dimensioned Plot Plan, drawn to scale, including all easements on property 2 Show all existing and proposed buildings on Plot Plan 3 Show correct legal description on Plan 4 Show all Off Site Improvements, Driveway Approach, Light Standards, Fire Hydrants, Water Meters, Sub Structures, Trees, etc 5 ^Correct Lot Dimensions • ^^ Show existmcj and finis! Survey idicate all grading to pe d [ndicate Elevations of Garage Floor, and St re entire Driveway 10 Indicate Centerhne and Edge Profile of Driveway 11 Slope of driveway not to exceed l*% 12 Indicate flow lines for disposal of surface water {*$ /I/"' 13 La Costa approval K&q*uired 13aSan Diego County Health Dept approval required ISbShow all requirements for handicapped U B C Section 1711 13cL C W D sewer rofr«flj5t required 13dCoastal approval letter required 14 Carry water from „ . — under sidewalk through curb into street with cast iron pipe •« 15 Provide engineering calculations for. __ _ engineer s moisture report 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 22 Indicate pressure treated foundation still or equal 23 Show foundation bolt size, spacing and penetration into concrete l/2 x 17' for masonry 2nd Floor. 4th Floor 24 Indicate clearance from grade to bottom of floor joists and girders 25 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 rjlan_5" fall in 6 feet 29 Specify minimum 18" x 24" access opening 30 Where expansive soils exist, planters adjacent to found- ations are not recommended 31 Specify underfloor ventilation equal to 2 square feet for each 25 lineal feet of foundation plus one opening within 3 of each corner 32 Step footings when slope exceeds 1 10 FRAMING 33 Provide typical framing details 34 Specify all lumber grades 35 Specify fire blocking at floor, ceiling cove and mid- height of walls over 10' in height 36 Show diagonal bracing at each corner and every 25 feet of wall 37 Clarify bracing of wall 38 Show size, direction and spacing of floor joists'" in ~ —L : are overspanned 39 Double floor joists or beam under parallel partitions 40 Specify header size for openings over 4' Show double headers on edge ^ 41 Insufficient beam size at ™ 42 Provide rafter ties where ceiling joists and rafters are not parallel 4'O C .43 Indicate rafter size, span, spacing -and direction 4 Show purlins on edge and indicate size Same size as rafters minimum 45 Brace roof framing to partitions 46 Indicate solid sheathing and 2 x 6 or 3 x 4 studs on first floor of three story construction 47 Show section through 48 Show planter box details and water proofing, Sec 2517 C7 51 Provide typical chimney details 52 Specify 2" minimum clearance between chimney and aming pecify post protection when bearing on concrete Provide parapet details ^ S44*5! *? Specify inspection class required for 8 Provide drip screed 2" below mud sill 9 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 60 Clarify dimensions at -— 61 Show window type, sizes and locations 62 Light and/or ventilation inadequate in (1/10 room) floor area - 12 square feet mm except bath IN MARGIN WHERE CORRECTIONS HAVE BEEN MADE | -63 Provide^vertical clearance and. horizontal clearance from.range top to combustibles" 64 Indicate attic scuttle (22" x 30" mm ) 65 Provide draft separation for attic area in excess of 2500 sq ft 66 Separate area between dropped ceiling and floor above to 1000 sq ft max 67 Specify stall shower mm width 30" minimum floor area 900 sq inches 68 Specify wall finish m 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" 70 Show material to be used under tile 71 Openings closer than to property line shall be of 72 Show 110 Indicate material to be used and location of sewer line (If V C P use flexible compression joints only ) 111 Show two way clean out in yard box with 5' of build- ing _hour construction -ceiling height 73 Show lateral cross bracing at garage plate line 74 Show bedroom window as exit, section 1304 ELEVATIONS 75 Indicate attic ventilation per section 3205 (c) 76 Show all eave overhangs and construction details * 77 Dimension chimney height above roof (2'0" above roof withmg lO'O") 78 Indicate finish and natural grade to property line 79 Show exterior wall finishes 80 Indicate 15# felt or equal on exterior walls ELECTRICAL rovide minimum 100 Amp service 100 Amp panel for each ui Show meter and panel location Show fire warnings systems^centered Section 1310 / **f? f- / Condos require over stairs MECHANICAL Indicate furnace size, locations & registers and return air (Size) Indicate heating equipment in accordance with chapter 7 of Uniform Housing Code Specify heating, air conditioning and ventilating equipment Installations to comply with the uniform mechanical code Access F Location G Combustion Air H Venting Return Air Ducts Ladder & Light Engineer's Calcs for Roof Loads >f fire dampers weauier ROOF /£'+- _**ote roof pitch ^<5fr<.*****& 8"2 ^Indicate roofing material length on wood shingles 83 Show type, size and spacing of roof sheathing ire retardant roof required due to location in '' 86(%5arages not^ermityd to open intB sleepmffroom 87 Provide_ separation on all walls and ceilings adjacent to living quarters 88 Specify^ door/window opening from garage/carport into round-fault protection required for outdoor and throom receptacles 210-8 t least one receptical shall be installed outdoors .nd garages 210-25b Correct electric as shown on floor plan ndergrciur^d semce is required Show on pkns ISCnELLANEOUS If El ored holes and notching, show details as per Section 18, (F), 10, 11 . ^ rovide Sq Ft areas of the following «A\'A S^ *3<f* ™'/^~- ISt \ "XH 'STAIRWAYS'AND 90 Provide handrails as required m Section 3305 (i\ 92 Provide _hour walls for stairwell 93 Indicate maximum rise and minimum run on stair 95 Provide balcony railing at 42" minimum height 36" O K for single family units 96 Provide intermediate rails @,9" OC or equivalent for open type balcony & stair rails 97 Indicate 6' 6" minimum headroom clearance above — stairway f98Mtf$w stairway construction details "f Jccupant load requires. •from ' * 101 Provide lights over stairways and public corridors 102 Show change in floor level at doors 1" max Sec 3303h 102aShow handrail extending 6" beyond the top & bottom risers & terminating in a post or safety terminal See — "(1) PLUMBING in A B C 3305 lation requirements Show 6" insulation in ceiling Show 1 x block for insulation stop aflvents Show 4" insulation in walls (R-ll) Show exterior doors weather striped lace the following note on plans These plans comply with the requirements of the California noise insulation standards SIGNED. TITLE hcate location of water heater temperature and pressure relief valves on wa -with discharge lines to outside Sec 1007 105\Water heater not to be located in bathroom or under 1 stairway or landing ,106 Provide square inches of ventilation at top and Show derails of party wall and floor system and STC or I C C rating ol each signer sign and date plans' (DATE) RECHECKED. bottom of 107 Show water heater on 18 inch platform )vide water pressure regulator Section 1007 (B) (DATE) THE FOREGOING CORRECTIONS HAVE BEEN MADE AND ARE UNDERSTOOD BY THE UNDERSIGNED OWNER - OR HIS AUTHORIZED AGENT INTERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTMENT BUILDING ADDRESS: PLANNING DEPARTMENT 7,0 NE LOT SIZE LOT WIDTH UNITS ALLOWED UNITS PROVIDED PARKING SPACES REQUIRED 3 COVERAGE ALLOWED BUILDING HEIGHT ALLOWED SETBACK: PROVIDED PROVIDED PROVIDED SIDE SETBACK:REAR SETBACK: '.OWED PROVIDED n 2-A -r\r INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMMENTS: ENGINEERING DEPARTMENT R.O.W.INDUSTRIAL WASTE /^IMPROVEMENTS SEWER CONNECTION GRADING DRIVEWAV LOCATIONS EASEMENTS LEGAL DESCRIPTION /../?. DRAINAGE/%. , 7, //y ADDITIONAL COMMENTS OK TO ISSUE JATE PWI OK TO FINAL DATE — FIRE DEPARTMENT 5PFINKLING SYSTEM FIRE ALARMS FIRE PROTECTION EQUIP. EXITS FIRE HYDRANTS LOCATION ADDITIONAL COMMENTS OK TO ISSUE:DATE OK TO FINAL DATE ,) WATER DEPARTMENT " REQUIREMENTS OF APPROPRIATE DISTRICTS MET 77-35^ DATE 1200 ELM AVFNUE CARLSBAD, CALIFORNIA 92008 TELEPHONE (714) 729 1181 Cttp of Cartebab DATE: November 3, 1977 TO: Hermosa Housing FROM: City of Carlsbad, Building Department SUBJECT: Duplex buildings located at: 2726/2728 Anta Court 2831/2833 Cebu Place 2825/2827 Cazadero These buildings are not condominuims but have been built to condominium standards. Ray Green Sen/pr Building Inspecto 1200 ELM AVgNUE I 12 Tjg^. pi TELEPHONE CARLSBAD, CALIFOKN/A 92008 . WftSW rfFl (714)729-1181 Citp ofDecember 6, 1977 Hemosa Housing Corporation 2551 State Street Carlsbad, California 92008 SUBJECT: Proposed Minor Subdivision No. 366 Lot 347 of La Costa Meadows No. 2 Whereas the requirements of the California Environmental Quality Act and the City of Carlsbad Environmental Protection Ordinance of 1973 relating to the subject proposed parcel map have been examined by the Planning Director and declared to have a non- significant impact upon the environment; and whereas negative findings delineated by Section 20.24,130 of the Carlsbad Municipal Code have not been made; and whereas this minor subdivision is found to be in conformity with the General plan of the City of Carlsbad; therefore, a final decision has been made to approve the subject tentative parcel map subject to the following conditions: 1...ATI structures within this subdivision shall be constructed to meet Building Department requirements for condominium developments. 2. The subdivider shall provide separate sewer laterals and separate water, gas and electric services with meters to each of the units. 3. The subdivider shall sign a written statement to the effect that he has read Section 66427.1 of the Subdivision Map Act and that he shall nake the required notifications to the tenants. 4. All required fees and deposits shall be paid prior to Final Map recordation. See attached list. 5. The tentative parcel map approval shall expire one yea"r from the date of the letter containing the final decision for tentative map approval. Riddle ipal Civil Engineer "im Flanagan, City Engineer TCF:GJR:FNL:ms c: R. J, and R. R. Toal, Inc.. 139 Avemda Navarro San Clemente, CA 92672 Building Department FEES AND DEPOSITS MINOR SUBDIVISION NO. 366 LOT 347 LA COSTA MEADOWS NO. 2 Final Map Check Fee " - $ 100.00 Park in Lieu Fee 1,082.08 Duplicate Tracings Deposit 50.00 TOTAL $1,232.08 * * Does not include any fees which may be required by public 'utility agencies pursuant to Condition No. 2, Project No. 71-2-24D ; La Costa Meadows Unit No. 2 Test Number EXHIBIT "A" -2-September 1, 1971 Week Ending 176 to 218, 219 to 267, 268 to 303, 304 to 348, 349 to 374, 375 to 413, 414 to 455, 456 to 497, 498 to 538, 539 to 581, 582 to 589, 590 to 596, 597 598 Inclusive Inclusive inclusive inclusive inclusive Inclusive inclusive inclusive inclusive inclusive inclusive inclusive May 15, 1971 May 22, 1971 May 29, 1971 JuneS, 1971 June 12, 1971 June 19, 1971 June 26, 1971 July 3, 1971 July 10, 1971 July 17, 1971 July 24, 1971 July 31, 1971 August 7, 1971 August 14, 1971 The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater. It has been determined that the fill materials, compacted to 9G percent of the maximum dry density, have a safe bearing value of 1930 pounds per square foot for one foot wide continuous footings founded at a minimum depth of one foot below finish grade and placed five leet or more inside the top of compacted filled ground slopes. If footings are placed clossr to the exposed slopes rhan 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical line projected outward and downward from a point 5 feet horizontally inside rhe top of compacted filled ground slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily support the proposed wood frame dwellings without detrimental settlements. Expansive clay, sllty clay, and sandy clay soils were placed in the upper three feet in certain compacted fill areas and also exist in the upper three feet below finished grade in certain cut areas. The final classification of the soil conditions existing on each lot are presented as follows: Lots 254, 255 and 256 268@S9, and 270 272 to 275, Inclusive 278 and 279 281 to 284, inclusive 297, 298, and 299 308, 309, 313, 314 317 to 321, inclusive Type A - Critically Expansive Soils Lot* 324 and 326 330 to 334, inclusive 341 344 to 352', inclusive 372 to 383, inclusive T386 394 to 397,"inclusive 399, 410, and 412 roject No. 71-2-24D 4* Rancho La Costa Meadows Unit No. 2 -3-September 1, 1971 Lots Type B - Marginally Expansive Soils Lots 257 to 260, Inclusive 265, 266, and 267 271, 280, 292, 296, 300, and 301 310, 312, 325, 327, 336, 338 - 340, 353 355 to 361, inclusive 364, 365, 368, 369, 370, 385 387, 388, 389, 393, 398 V 400 to 409, inclusive Type C ->ansive Soils Lots Lots 261 to 264, inclusive 2Z6and277 _g8$?o291, inclusive 293, 294, and 295 - 302 to 307, inclusive 311, 315, 316, 322, 322-328, 329 335, 337, 339, 342/^^354 362, 363, 366, 367, 371, 384 390, 391, 392, 411 it is recommended that the following special design and precautions be taken for the houses to be constructed on the above lots: Type A Lots Avoid the use of isolated Interior piers. Use continuous footings throughout, and place these at a minimum depth of two feet below the lowest adjacent exterior final ground surface. Reinforce and interconnect continuously with steel bars all Interior and exterior footings with one *5 bar at 3 inches above the bottom of the footings and one ^§ bar placed 1 1/2 inches below the top of the stems of the footings. 3. Exercise every effort to assure that the soil under the foundations and slabs has * a uniform moisture content, 1 percent to 3 percent greater than optimum through- out the top 3 feet below finished grade at the time of placing foundations and slabs/ Use raised wooden floors that span between continuous footings, or use all concrete slabs with 6x6- 10/10 welded wire fabric and provide a minimum of 4 Inches of clean sand beneath all concrete slabs. A moisture barrier should be provided In the sand layer 2 Inches below slabs under living areas. Separate garage slabs from perimeter footings by a 1/2 inch thickness of con- struction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. Assure complete separation by extending the felt over the full depth of the front thickened edge of the garage slab. Also, cut off the garage door stops at least 1/2 inch above the slab. OENTON ENG.NtE.RlNG, INL, .** Project No. 71-2-24D -4- . September I, 1971 La Costa Meadov/s Unit No. 2 6. Provide positive drainage away from all perimeter footings to a horizontal distance of at least 6 feet outside the house walls. , Type B Lots Those lots listed as Type B lots should follow all the above-listed recommendations with the two following exceptions: 1. The continuous footings may be placed at a minimum depth of 18 inches below the lowest adjacent exterior final ground surface rather than the two feet recommended for Type A lots. 2. Single *4 bars placed as directed (above) near tops and bottoms of all interior and exterior footings may be substituted for the *5 bars recommended for Type A lots. Recommendations 3 to 6/ inclusive, as listed for Type A lots, are also applicable to the Type B lots. Only nonexpansive soil conditions were observed In the upper three feet on the Type C lots and therefore specially designed footings and slabs will not be required on these loh. Respectfully submitted, BENTCN ENGINEERING, INC. By R. C. Remer Reviewed by c. William C* Catlin, Civil Engineer DIstr: (7) Addressee (2) Rancho La Costa, Inc. Attention: Mr. Burton L. Kramer (1) Rick Engineering Company (2) San Diego County Building Inspection, Vista Office WILLIAM S KRQDSKDS & ASSOCIATES' W S KROOSKOS CIVIL ENGINEER AU VENTON ENGINEERING GEOLOGIST FOUNDATION ENGINEERING ENGINEERING GEOLOGY 432O VANDEVER AVENUE SAN DIEGO CALIFORNIA 9212O PHONE 283-65O6 'August 12, 1977 Hr . Gary Winans Iiermosa homes , Inc . 2551 State Street Carlsbad, California 92008 SUBJECT- Rooor t of Site Inspection Lots 285, 308 6. 347 La Costa "leadows I'nit do . Carlsbad, California near Mr. v/mans- • 77-5379 AUG2419T7 QR Building Department In accordance v,i th your request , we have conducted site inspections and obtained disturbed samples of the surface soils on the above subject lots located within La Costa 'Meadows Unit iJo - 2 Subdivision .* The enclosed report summarizes the results of our inspections, test results of the typical bearing soils , and the recommendations made by our f irrt for the proper design of the proposed structures to be located on the subject lots . v~"~ <*•""Our investigation reveals that Lots 285 and 308 contain low expansive sandy clay soil s . Lot 347 contains high expansive clay soils. It is our opinion if the proposed building foundations arc properly rea n forced with steel , they will bo suitable for the support of the proposed duplex type structures and the other improvements . Vbis opportunity to be of service is sincerely appreciated . Very truly yours , UILLIA.l S. KTK>ObKOS ASSOCIATES skm Williani S . KroosJ- os , President 11318 REPORT OF SETi: IHSPt'CTIOi; LOTS 285, 308 & 347O-- A A^^ • * T» LA COSTA Mj^DOlvS UNIT iJO. 2 CARLSBAD, SCOPE: This report presents the findings and results of our site inspections and limited soil investigation at the site of the proposed dup]ex- rosidontial buildings. It is our understanding that a single story duplex structure wi11 be constructed on each of the above subject lots, utilizing concrete slab- on-grade and wood-frame stucco construction. The plans available for our use consisted of the grading plans for La Costa Meadows Unit No. 2 prepared by Rick Engineering Company, on a scale of 1 inch = 50 feet, their Drawing No. 3434 . The governing agency number is L5858.« Since the sites have been previously graded and a Report of Certification of Compacted Fill has been prepared by benton Engineering, the scope of our services was liruted to the following. 1. Classify the exposed surface soils and determine the presence and effect of any expansive soils that could cause detrimental damage to the proposed duplex type structures and the other improvements. 2. Perform foundation and steel recommendations for proposed footings located in the expansive clay soils. 3. Determine tho safe soa1 bearing value of the firn, natural ground soils and the compacted fall soils (compacted to at least 90 percent of maximum dry density) . 4. Determine any construction problems that may develop at the building site as a result of the soil encountered The three lots under investigation nave been previously graded.* Existing streets and curbs have been constructed adjacent to the lots . Lots 285 is a cut lot. The soils exposed in Lht. lot surface consist of light tan, clayey sands and light gray sands. A review of tne grading plan indicates tnat up to 20 feet of soils were removed to construct this lot. Lot 308 is a cut lot located in hard to excavate metavolanic rock. Some clay is also nixed with the rock. Page 2 Report of kite Inspection Job No. 77-5379 Lots 285,308 b, 347 La Costa Meadows Tnit No. 2 Carlsbad, Ca]iforma Lot 347 is located in a cut area, where approximately 2 feet of soils nave been removed. The exposed surface soils in this lot cons:st of light brovn to gray-brown clayey sands and clays. These clays possess moderate to high expansive characteristics. FIELD i:ivES';'jCATIONS: Disturbed samples of the representative surface soils were obtained from each lot and brought to the laboratory for testing LABORATORY TESTS: The following tests were performed on the sampled soils in order to properlv classify then and to determine their physical and mechanical characteristics. Mechanical Analysis: This test is conducted on each soil type in order to determine the percentage of grain size. The analysis is made in conformance with A.S.T. 4 . 422-54T. The potential expansivity of clay soils can be determined from this test, since expansivity is a function of percentage of colloids (fines less than .001mm). Compact^ion lest: The laboratory compaction test is performed on the typical natural ground bearing soils in accordance wi th A. S .T .:i. Test Method n 1557 (four inch diameter mold, five layers, 25 blows each layer, 10 pound hammer, 10 inch drop, using all material passing a No. 4 sieve) . 'This test is conducted on tiie soils in order to determine the optimum moisture and the rna<imum dry density. The maximum density represents the value to which it is possible to compact tho soil in the field with the proper compactive effort. Expan s ion Te s_t: An expansion test was conducted on the potentially expansive soils. This test was performed in accordance with the recjuirements set forth in Chapter 6 of tnc County of San Diego Ordinance No. 2925, Test for Expansive Soils. Expansive soils are classified as follows. Swell Expansivity 0 to 3 Percent Low 3 to 6 Percent "Tedium 6 to 12 Percent high Above 12 Percent Very High According to the County of San T^iego lest for Expansive Soils, in general, soils that possess a swell less than three percent arc considered to be non-expansive. CONCLUSIONS _AHD RECOMMENDATIONS: The following summarized conclusions and recommendations are based on the analysis of all the data and information obtained from the Page 3 Rcnort of Site Insooction Job No. 77-5379 Lots 285, 308 & 347 La Costa Meadows Unit Ho. 2 Carlsbad, California site inspections. This includes our visual inspection of the building sites, field investigations ana laboratory tests on the typical bearing soils ; and our general knowledge and experience wj th these 1. Sa nee it as rne intention of constructing the proposed structures and other improvements on the exoansive natural ground soils , then it is recommended that the following work be performed. Lots 285__&_jJ38 • The soils in these lots possess a swell of from two to six nor cent as measured bv the aforementioned test . a . The continuous perimeter foundations shall extend a minimum depth of 12 inches into the firm natural ground . The continuous foundations shall be reinforced with at least two No. 4 steel bars ; one bar shall be placed near the top of the foundation and the other bar shall be placed near the bo t ton. b. The concrete floor slabs of the structures shall be founded on at least two inches th: ck of granul ar base materials such as non-expansive sands , crushed gravel or equal . It is rccorimended that the concrete slabs within the dwelling areas be reinforced \rith 6x6 - 10/10 steel wire mesh. c. Concrete slabs, such as patios, cool decking, driveways , sidewalks, etc., and asphalt pavement shall be founded on at least two inches thick of non-expansive soils . The soils an this lot possess a swell of from six to ten percent as measured bv the aforementioned test . a . The continuous per ureter foundations shall extend a minimum depth of 24 inches into the firm natural ground. The continuous foundations shall be reinforced with at least two Ho. 4 steel bars; one bar shall be placed near the ton of the foundation and the other bar shall be placed near the bottom. b, The concrete floor slabs of the structure and garage shall be founded on at least 4 inches thick of granular base materials such as non -expansive sands, crushed rock or equivalent. It is recommended that the concrete slau in the dwelling area be reinforced with 6xC - 10/10 steel wire mesh. Page 4 Report of Site Inspection Job INo. 77-5379 Lots 2S5, 308 s. 347 La Costa Meadows Unit I,o. 2 Carlsbad, California c. Concrete slabs, such as patios, pool decking, driveways, sidewalks, etc., and asphalt pavement shall be founded on 2 inches thick of non -expansive soils. 2. foundations and footings of the proposed single story resident!a 1-dunlex type structures nav be designed for a maximum of 2,000 pounds per scuare foot when following the aforementioned recommendations. ^his aJlowaole soil bearing value nay be increased one-third for design loads that include wind or seismic analysis. 3. Foundations and footings of the nropoced structures, vails, improvements, etc., when founded five feet and further away from the top of the compacted fill slopes may be of standard design meeting the reauircmcnts of the governing agency. If proposed foundations and footings arc located closer than five feet inside the top of compacted fill slone, they shall be deepened one foot below a 1.5 horizontal to 1.0 vertical line projected downward and outward from a point five feet horizontally inside the ton of compacted fill slqpe. 4. Tne compacted fill soils that occur within five feet of the face of the fill slope possess poor lateral stability, even though they have been certified to a relative compaction of 90 percent of maxirum dry density or better. Proposed structures and other improvements such as Avails, fences, patios, sidewalks, swimming pool, driveways, asphalt pavement, etc., that are located within five feet of the face of compacted fill slope could suffer differential movement as a result of the poor lateral stability of these soils. 5. Adequate measures shal1 be undertaken to properly finish grade each lot {after the structures and other improvements are in place), such that drainage waters from the lots and the adjacent nropertios are directed awav from the building foundations, footings and floor slabs towards the street or the natural drainage direction for the subdivision. Proner drainage will insure that no waters will seek the level of tiio foundations, footings, and floor slabs towards the street or the natural drainage direction for the subdivision. Proper drainage will insure that no waters will seek the level of the foundations, footings and floor slabs which could result in undermining of the bearing soils and differential settlement or uplift of the structures and other improvements. This recommendation is especially important during the rainy season when poor drainage during construction could allow water to saturate underneath the garage and dwelling slab areas. C. Anv backfill soils placed in utility trenches or behind retain- ing walls which support structures and other improvements, such as patios, sidewalks, driveways, pavement, etc., (other than Page 5 Report of Site Lots 285, 308 « La Costa ?1eadows uni Carlsbad, California Inspection 347 Unit ^o. Job No. 77-5379 2 landscaning) shall be compacted to at least 90 percent of maximun dry density. 7. Future swimming pools and appurtenances, and/or other subsurface structures that are founded in potentially expansive clay soils shall be uroperly designed and reinforced with steel following the recommendations of a structural engineer or soils engineer. 1 8 All of the other recommendations summarized in the Report of Certification of Compacted Fill by Benton Engineering dated -" September 1, 1971, their Project i]o . 71-2 -24P, which have not been enumerated and/or modified heroin shall be applicable for the proper design of the proposed structures and the development of the s ite to receive the contemplated improvements . LIMITATIONS- The conclusions and recommendations made in this report were obtained from site inspections and tests performed by our firm. They are applicable only to our services during this time and are representative of the site at the tine our report was prepared. Me are not to be held responsible for subsequent changes made to the site by others which directly or indirectly causes poor surface drainage and/or water erosion . If you have any questions concerning our report , please do not hesitate to call us. This opportunity to be of service is sincerely appreciated. Respectfully submitted , WILLIAM'S. I.ROOSKOS & ASSOCIATES •/sx-skm (4 } Addressee Krooshos , President 11318 November 23, 1977 Herraosa Housing Corporation 2551 State Street Carlsbad, CA 92008 Subject: Proposed Minor Subdivision No. 366 Lot 347 of La Costa Meadows No. 2 A preliminary decision has been made pursuant to Section 20.24.120 of the Carlsbad Municipal Code to approve the Tentative Parcel Map subject to the following conditions: 1. All structures within this subdivision shall bo constructed to moot Building Department requirements for condominium J'*velopnents. 2. The subdlvlder shall provide separate sower laterals and separate water, gas and electric services with meters to each of the units, 3. The subdlvlder shall sign a written statement to the effect that ho has read Section 664/7.1 of the Subdivision Map Act and that ha shall make the required notifications to the tenants. 4. All required foes and deposits shall be paid prior to Final Hap re- cordatlon. Sea attached list. !;. The Tentative Parcel flap approval shall expire ono year from the date of the letter contain I no the final decision for Tentative Map approval by: Jere Riddle For Tim Flanagan, City Engineer TCF;JRiFNt:veb CC: R. J. and R. R, Toal, Inc. 139 Avenlda Navarre San Ctemente, CA 92672 Building Department FEES AND DEPOSITS MINOR SUBDIVISION NO. 366 iOT 347 LA COSTA MEADOWS NO. 2 FINAL MAP CHECK FLE $ 100.00 PARK IN LIEU FEE 1,082.08 DUPLICATE TRACINGS DEPOSIT 90.00 TOTAL $1,232,08* *Dods not Include any fees which may be required by public utility agencies pursuant to Condition No. 2. Owner's Name: LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Hermosa Housing Development Phone No.729-7964 Mailing Address: 2551 State Street Carlsbad Service Address: 38?>\Cebu Place Tract Description:La Costa Meadows Unit #3~- Lot 347 6" Type of Building: Duplex Lateral Size: 4" Extra footage: Extra depth: No. Units Connection Charge 1,200.00 Saddle: @ $. @ $ Easement Connection Lateral Charge Total 255.00 1,455.00 Amount Rec'd $1 ,455.00 How Paid ck# 7705 Date Paid 6/8/7 Rec'd by S. Delbert 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 extends from the main collection line in the street (or easement) to the point in the street (at or nea the applicant's property line) where the service lateral is connected to the applicant 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 APPROVf BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DES] ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL ; 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 the conditions as stated: u).6/8/7 Date Account No.