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Home My WebLink About2827 CAZADERO DR; ; 77-9963; PermitMODEL" 1*0 o o BUILDING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant io compete pothered spaces only f ^PhOPg 729-1181 . «* NO ASSESSOR S PARCEL NUMBER BOSs W. PAGE CONTHACTOB \W.-*.U, W*IL tDDBESS CITY LIC NO' MA|L iOD),tss C ENGINEER MAIL ADDRESS VS>VHV COMPENSATION INS CARRIER MAIL AODHESS USE O» BUILD I C NO BDRMS.31 8 Classofwork KNEW DADDITION DALTERATION D REPAIR D MOVE D REMOVE 9 Describe work ^iV.C.O ."V 1 ^ V 1?\0 fr 10 Change of use from /. ~5r~s 2 Change of use to 11 Valuation of work $cx>'"^ /,//- SPECIAL CONDITIONS PLAN CHECK FEE S PERMIT FEE S -/''// Occupancy t Group . MICRO FILM FEE Size of Bldg (Total) Sq Ft <2dfc No Of Stones Max Occ Load APPLICATION ACCEPTED 8V, „/ /' DATE /-•* .{'J PLANS CHECKED av APPROVED FOR ISSUANCE BY .A / Fire Sprinklers Required Plve Dr No of Dwelling Units OFFSTREET PARKING SPACESy 'j ' -i.No // / - ,^OCovered / Sq Ft ' Open NOTICE 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 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 SAMEJLO-ee^WiyE AND CORRECT ALL PROVISIONS OF LAWS AND^pflTjlNANCESTSyDVERNING THIS TYPE OF WORK WILL BE.COWPCIED WITH WHETWER SPECIFIED HEREIN OR NOT, THE-^GJWNTING OF A PERM\T DOES NOT PRESUME TO Give AtlTKORlTY TO VIOLATE OR\CANCEL THE PROVISIONS OF AN//CLPHER STATE OR LOCAL LAW REGULATING Special Approvals PLANNING DEPT HEALTH DEPT FIRE DEPT SOIL REPORT OTHER (Specify) ENGINEERING DEPT WATER DEPT CONSTRUCTION.,'HE PERFORMANCE OF CONSTRUCTION / yyVnTo * T cT Required Received Not Required WHEN J^ROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHBCK VALIDATION M O CASH PERMIT VALIDATION CK M O CASH TOTAL FEES $. ~7 / /,> vV • c o . PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only Phone 729-1181 "i P^rmif NO JOB ADOR ESS ip y x"\/ PHOM: .j/. f ^ /r^j y CONTRACTOR f MAIL AD0RCS3 STATE LIC NO CITr LIC NO •1*IL ADDRESS LICENSE NO EHCIHEEB M* IL ADDRESS LICENSE NO COMPEN5ATIOJJ"fNS C ARRLER MAIL ADDRESS iJLuse OF aim 8 Classofwork Q-tfEW UAODITION D ALTERATION D REPAIR 9 Describe work PERMIT FEES Type of Fixture or Item FflQ SPECIAL CONDITIONS WATER CLOSET (TOILET) BATHTUB LAVATORY (WASH BASIN) SHOWER KITCHEN SINK & D1SP DISHWASHER 3 oc/ APPLICATION ACCEPTED BY PLANS CHECKED BY J APPROVED f OR ISSUANCE BY LAUNDRY TRAY CLOTHES WASHER WATER HEATER NOTICE THIS PERMIT BECOMES NULL AND VOID IFWORK 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 URINAL DRINKING FOUNTAIN FLOOR—SINK OR DRAIN SLOP SINK GAS SYSTEMS NO OUTLETS WATER PIPING & TREATING EQUIP WASTE INTERCEPTOR VACUUM BREAKERS LAWN SPRINKLER SYSTEM WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK M O CASH PERMIT VALIDATION CK M O CASH INSPECTOR ' c o ELECTRICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008:: ^ r Applicant to complete numbered spaces only PhORC 729-1181 Permit No JOB ADDRESS ,LEGAL IDESCR (Q]SEE ATTACHED SHEET) MAIL ADDRESS JSr?3r£ CONTRACTOR MAIL ADDRESS STATE LIC WO CITY LIC NO C'u 5 7 ARCHITECT OR DESIGNER MAIL ADDRESS LICENSE NO MAIL ADDRESS LICENSE NO COMPENSATION INS CARRJER -*-'"' L MAIL ADDRESS USE OF BUILtllNG 8 Clasiofwork D NEW D ADDITION D ALTERATION D REPAIR 9 Describe work SPECIAL CONDITIONS PERMIT FEES SWIMMING POOL WIRING, NO INCREASE IN SERVICE No Each Fee APPLICATION ACCEPTED BY PLANS CHECKED BY APPROVED FOR ISSUANCE BY NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER as* NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTHUC 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 THEPROVISIONS 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 TOTAL FEES SIGNATURE OF QWNER (IF OWNER BUILDER)a-7 WHEN PROPERLY VALIDATED {IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK.M O CASH PERMIT VALIDATION CK M O CASH Sv INSPECTOR o ' ELECTRICAL PERMIT APPLICATION . City of CARLSBAD, CALIFORNIA 92008 Applicant t& complete numbered spaces only PhOPG 729-1181 •"» j -1 "'7 Permit No JOB ADDRESS.s" nttswa . LEGAL1 DESCR LOT NO ffi HEET) MAIL ADDRESS ONE* J CONTACTOR . - Uf Lt,sn uvL 136-STATE LIC NO CITY LIC NO/<//«?>// 7 ARCHITECT Q R DESIGNER MAIL ADDRESS LICENSE NQ MAIL ADDHESS LICENSE NO COMPENSATION INS CARRIER MAIL ADDRESS USE OF BUILDING 8 Clasiofwork C3^EW D AODlTtO^ D ALTERATION D REPAIR 9 Describe work PERMIT FEES SPECIAL CONDITIONS SWIMMING POOL WIRING, NO INCREASE IN SERVICE No Each Fee APPLICATION ACCEPTED BY 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 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 THISTYPE 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 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 36V 0 9- frO 7 TEMP SERVICE OVER 200 AMP PER 100 SfGKATUBE OF CONTRACTOR OR AUTHORIZED AGENT (DATE)ISSUANCE FEE SIGNATURE OF OWNER (IF OWNER BUtLDERJ TOTAL FEES 7 WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT, PLAN CHECK VALIDATION CK MO CASH PERMIT VALIDATION M O CASH INSPECTOR 1 o • o ELECTRICAL PERMIT APPLICATOR City of CARLSBAD, CALIFORNIA 92008**' '' ' Applicant to complete numbered spaces only Phone 729-1181 Permit No _ JOS ADORES! fr 3 S" .LEGAL 1DESCR ATTACHED SHEET) MAIL ADDRESS s |W PHONE CONTRACTOR MAIL ADDRESS STATE LIC HO CITY LIC HO ARCHITECT OF) DESIGNER MAIL ADDRESS LICENSE NO MAIL ADDRESS LICENSE NO COM PENS A T I ON INS CARRIER MAIL ADDRESS USE OF BUILDING 8 Clasiolwork ^SNEW D ADDITION D ALTERATION D REPAIR 9 Describe work SPECIAL CONDITIONS PERMIT FEES SWIMMING POOL WIRING, NO INCREASE IN SERVICE No Each Feo GATION ACCEPTED BY7I PLANS CHECKED BY>.-»v APPROVED FOR ISSUANCE NEW CONSTRUCTION FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER u O NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED tS 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECTALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OH 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 !N 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 3 - TEMP SERVICE OVER 200 AMP PER 100 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE)ISSUANCE FEE \ TOTAL FEES , „-.SIGNATURE OF OWNER (IF OWNER BLJILOEWl (DATE) ' WHEN PROPERLY VALIDATED {IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK M o CASH PERMIT VALIDATION CK MO CASH INSPECTOR SECTION 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 check fees are forfeited to the city Job Address «CO <»^S T&& Contractor Occupancv Basic allowable bldg area > f M/i n O. .' / 27 CUiss-H/q i^vcx • Own^i" Enameer Type of Construction 1st Floor 3rd Floor ' Valuation 2nd Floor 4th Floor Allowable Increase Due to. A C D Plot Plan Foundation Plan Floor Plan General Framing Foundation Details REQUIRED PLANS 6 Structural Details 7 Elevation Plans 8 Roof Plan 9 Index Sheet Flag 1 TO THE APPLICANT Correct Plans where corrections has been circled Coirections Incomplete, Indefinite or Faded Drawings or Calcu- lations not acceptable Required Engineer's or Surveyor's Calculations or Plans shall be signed in ink Reverse Plans may not 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 or other City, County or State Law GENERAL 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 Correct Lot Dimensions Show existing and finish contour lines urvey g£ TAJ rrrjinrpd Indicate all grading to be done 9 Indicate Elevations of Garage Floor, and Street and Driveway 10 Indicate Centerlme and Edge Profil&of Driveway 11 Slope of driveway not to exceed lv% 12 Indicate flow lines for disposal of surface water 13 La Costa approval required 13aSan Diego County Health Dept approval required 13bShow all requirements for handicapped UBC Section 1711 13cL C W D sewer receipt required ISdCoastal approval letter required 14 Carry__ water from under sidewalk through curb into street with cast iron pipe 15 Provide engineering calculations for A«/V. 7iovide 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 22 Indicate piessure treated foundation still, or equal 23 Show foundation bolt size, spacing and penetration into concrete Vz" x 17" for masonry 24 Indicate clearance from grade to bottom of floor joists and girders 25 Show pier size, spacing and depth, into undisturbed soil 26 Show girder size, spacing and direction 27 Show all conditions of soils report on plans 28 Show positive drainage away from footings on site plan 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 mid- 33 Provide typical framing details 34 Specify all lumber grades 35 Specify fire blocking at floor, ceiling cove and 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 _ are overspanned 39 Double floor joists 01 - 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 ceding joists and rafters are not parallel 4'OC 43 Indicate rafter size, span, spacing and direction 44 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 framing 53 Specify post protection when bearing on concrete 54 Provide parapet details 56 Specify inspection class^_ required for _~ . - 58 59 60 61 62 Provide drip screed 2" below mud sill 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 - (1/10 floor room} , area - 12 square feet mm except bath- | "*NOTE IN MARGIN WHERE CORRECTIONS HAVE BEEN MADE | ,63 frovide_.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 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" 70 Show material to be used under tile 71 Openings closer than to property line shall be of 72 Show__ . _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 withing 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 ROOF 81 Note roof pitch 82 Indicate roofing material length & weather exposure on wood shingles 83 Show type, size and spacing of roof sheathing 84 Fire retardant roof required due to location in fire zone GARAGES 86 Garages not permitted to open into sleeping room 87 Provide separation on all walls and ceilings adjacent to living quarters 88 Specify door/window opening from garage/carport into STAIRWAYS AND EXITS 90 Provide handrails as required in Section 3305 (i) 92 Provide. 93 Indicate. run on_ .hour walls for stairwell .maximum rise and minimum .stair 95 Provide balcony railing at 42" minimum height 36" 0 K for single family units 96 Provide intermediate rails @ 9" O C or equivalent for open type balcony & stair rails 97 Indicate 6' 6" minimum headroom clearance above . stairway 98 Show stairway construction details 100 Occupant load requires exits 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 Sec 3305 (i) PLUMBING 103 Indicate location of water heater 104 Show temperature and pressure relief valves on water heaters with discharge lines to outside Sec 1007 105 Water heater not to be located in bathroom or under stairway or landing 106 Provide . .square inches of ventilation at top and bottom of water heater 107 Show water heater on 18 inch platform 108 Provide water pressure regulator Section 1007 (B) 10). 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 ELECTRICAL 112 Provide minimum 100 Amp service Condos require 100 Amp panel for each unit 113 Show meter and panel location 113aShow fire warnings systems centered over stairs Section 1310 MECHANICAL 114 Indicate furnace size, locations & registers and return air (Size) 115 Indicate heating equipment in accordance with chapter 7 of Uniform Housing Code 116 Specify heating, air conditioning and ventilating equipment Installations to comply with the uniform mechanical code A Access F Ducts B Location G Ladder & Light C Combustion Air H Engineer's D Venting Calcs for E Return Air Roof Loads 117 Indicate location & type of fire dampers ELECTRIC 1975 NEC 1 Ground-fault protection required for outdoor and bathroom receptacles 210-8 2 At least one receptical shall be installed outdoor; and garages 210-25b 3 Correct electric as shown on floor plan 4 Underground service is required Show on plans MISCELLANEOUS ITEMS 1 Bored holes and notching, show details as per Sectior 2518, (F), 10, 11 2 Provide Sq Ft areas of the following Living __^_ Garage Porches Patios Balconies- Glass 3 Insulation requirements A Show 6" insulation in ceiling ( B Show 1 x block for insulation stop alAvems C Show 4" insulation in walls (R-ll) D Show exterior doors weatherstriped E Place the following note on plans )'^ alAvems These plans comply with the requirements of th< California noise insulation standards SIGNED DATE TITLE F Show details of party wall and floor system am ST C or 1C C rating of each ave deswner sign and date clans (DATE) RECHECKED (DATE) THE FOREGOING CORRECTIONS HAVE BEEN MADE AND ARE UNDERSTOOD BY THE UNDERSIGNED OWNER - OR HIS AUTHORIZED AGENT INTERDEPARTMENTAL INFORMATION SHEET |NG DEPARTMENT £NG ADDRESS: RECEIVED JUL5 1977— CITY OF CARLSBADBuilding Department INING DEPARTMENT LOT SIZE IS ALLOWED \UNITS PROVIDED LOT WIDTH \ (KING SPACES REQUIRED| AVERAGE ALLOWED X} LDING HEIGHT ALLOWED SETBACK: ivs PROVIDED_ _PROVIDED PROVIDED SIDE SETBACK: |A)WED WlDED O U.^ V „ t< 4,M RUSIONS DSCAPE & IRRIGATION PLAN COMMENTS: ,'IRONMENTAL PROTECTION REQ : )ITIONAL COMMENTS: ESINEERING DEPARTMENT __ TO ISSUE:QCffi>/w^ DATE-^>~""770K TO FINAL ftj\ fi i)/ A*U / /-*• ^-7-77^^-IMPROVEMENTS/INDUSTRIAL WASTE CONNECT! CEDING PERMIT DRIVEWAY LOCATIONS EASEMENTS DRAINAGE LSAL DESCRIPTION ADITIONAL COMMENTS 0 TO ISSUE:DATE ~ -OK TO FINAL DATE fc>-C_>~; FRE DEPARTMENT SPIKKLING SYSTEM FRE ALARMS _FIRE PROTECTION EQUIP. EXITS HYDRANTS LOCATION ADITIONAL COMMENTS TO ISSUE:DATE OK TO FINAL DATE WILLIAM S KHOOSKDS S ASSOCIATES 7 W S KROOSKOS CIVIL ENGINEER ALVENTON ENG I N EER] NG GEOLOG 1ST FOUNDATION ENGINEERING ENGINEERING OTOLOGY 432O VANDEVER AVENUE SAN DIEGO CALIFORNIA 9212O PHONE J5S3 65O6 September 14, 1977 Mr. Gary Winans Hermosa Homes, Inc. 2551 State Street Carlsbad, California 92008 SUBJECT: Addendum No . 1 Job No. 77-5379 Report of, S^te^E-nspect;] on Lots 2 8 5 TV3 0 8 *and 347 La Costa Meadows Unit No . 2 Carlsbad , Cal 3 forma Dear Mr. Winans- Please reference our Peport of Site Inspection, dated August 22, 1977, for the above subject lots. f*~I Fre-saturation and/or water tests required under Item 3 for J Type "A" lots in the Benton Enojineering Report are not required / by our farm. Please reference tho Report of Certif jcation of \ Compacted Fill , prepared by Benton Cnaineerinq Company , doted [September 1, 1971. Their Job No. 71-2-24D. /If you have any cjuestions regarding this matter , please do not /hesitate to call. \Tt-This opportunity to be of serva ce is sincerely appreciated. 10 Respectfully submitted, WIL WSK.-av (4) addressee G. rUOOSKO CIATES William S. "Krooskos , President - ' WILLIAM S KHDDSKDS fi ASSOCIATES • \ VJ S KPOOSKO5 C1V1U ENGINEER FOUND ATION ENGI NfcFRING AL. VLNTON ENGINEERING GEOLOGIST ENGINEERING GEOLOGY /.32O VANDEVER AVENUE « SAN DIE.GO CALIFORNIA 9212O • PHONE 233-65O6 '\uqust 22, l'J77 if. ^ary I'mans tsrn-c^, Job .JQ. 77-5379 urrnosa '-ones, Inc. OT^/^^f^rirf*^ 2551 State Street RECEIVED Carlsbad, California 92008 SUBJECT- Ronort of bite Inspection AUG2 41977 Lots 28::, 308 i, 347 i^ "°' 2 CITY OR CARLSBADia Bu|,d|ng Department Mr . Uinans • Ir accordance \;i th /our request, xve have conducted site inspections and obtained disturbed samlet, of the surface soils on the above subject lots located wi thin La Costa '"leadows Unit iJo . 2 Subdivision. 7he enclosed report surmnari^cs the results of our inspections , tost rer.ultb of the typical bearing soil s , and the reconTiendations made bv our firr; for the proper design of the proposed structures to be located on the subject lots . Our invests gat ion reveals that Lots 2<35 and 308 contain "Low o; pans Lve sandy clay soil s . Lot 347 contai PS hinn expansive cla\ soils . C t LS our opinion i f the proposed bui 1 ding foundations are proncrly reinforced \;ith steel , thev wil 1 be suitable for the support of the proposed duple" ty~>e structures and the other improvements. This opportunity to be of service is sincerely appreciated . Very truly yours , \;IL,LLAI S. R'^OObKOS S ASSOCIATL'b ft/ f -^**—- -/• /^Vv-i^x^t.__, /_-f'^r- -~—;l,'i 111 an S . r.rooskos , President ?Ci: 11318 IMPORT Of ff'JL LubPhCViCX, LOTS 28 S, 308 i 347 IA CObT7\ Miaous UulT' -10. 2 CARLSBAD, CAulr"^:- IA '^IILG report presents the findings and icsulcs of our s i to inspections and limited soil investigation at the site of the proposed duplex- rosidontial buildings. It js our understand j ng tnat a single story duplex structure will be constructed on each of the above subject lots, utili/ing Concrete slab-on-graae and wood-frame stucco construction . The plans available for our use consisted of tnc grading plans for La Costa '•".oadows Unit Mo 2 prepared by Rick Cng ineerinq Conpany , on a scale of 1 inch - 50 feet, tneir Ora\ ing i> o . 3434 . rLhe governs ng ayencv number is LOBbG . Since the si tes have been previously graded and a Report of Certifi cation of Compacted Pill has IK' en prepared b/ ben ton 7;ngineering, tne scope of our services \,as Ijriited to the following 1. Classify the exposed surface soils and determine tne presence and effect of any cxprins i ve soi Is tha t could cause cletrimen tal damage to the proposed dup] ex tvne structures and the other improvonents . 2 . Ferf orr foundation and steel recommendations for proposed footings located in bhe expansive cla/ soils . 3 , Doterr'ine the safe soj 1 bearing value of the f i riu natural ground soils and the compacted fall soils (corpacted to at least 90 percent of naxntvun dry density) . 4 . Ooterrine any construction pr obi ens that may develop at the building si te as a result of the soj 1 cnarac teristics encountered c r "T1 -o I j L, . The three lots under investigar i on have been previously graded . ^XLSting streets and euros have been constructed adjacent to the lots. f.ots 2R3 is a cut lot. Vhc soils exposed in Lh«, lot surface consist of light tan, clayey sands and light gray sands. A review of tnc grading pJan indicate;, tnat up to 20 feet of soilb "ere reno^-eci to construct this lot . Lot 308 is a cut lot located in hard to excavate inetavolanic rock. , bone clay is also mixed with the roc}; Report of S1tc Inspection Lots 28b,30S V 347 La Costa (Meado\'s r n it No Carlsbad, Califorma Pag. Job i!o. 77-1,379 Lot J47 is located jn a cut area, vhere approximately 2 feet of soils !iave been renovod. The exposed surface soils in this lot consist of light bros. n to cjray-brown cla/ey sands and clays. These clays possess moderate to high expansive characteristics. Disturbed samples of the representative surface soils \-ere obtained from cacn lot and brought to the laboratory for testing. LABCVUVTOPY TJJG ['S - The following tests uerc performed on the sampled properIv classify then and to determine their phy: C}' soi Is in ical and order to mechanical Mcchamca] Analysis: This test is conducted on each soil type in order to detcrmi nc the percentage of grain size . The analysis is made in concordance i.ith A.S.T. *. 422 -J<1':. The potential expansivity of clay soils can be determined from this test, sjncc expansivity is a cvmct ion o£ percentage of colloids (Ones less than . OO.lmm) . Compact ion 1cs t •aboratory compaction test is perfornecl on the typical natural ground bearing soils in accordance with A.S.T.:i. Test Method o 1557 (four inch diameter mold, five la> ers, 25 blows each layer, 10 pound h armor, 10 a ncn drop, using all irate rial passing a vo. 4 sieve). Vhis test is conducted on the soil& in order to determine the opt a nun moisture and the roa • irnun dry dens Lty . The maximum density represents the value to which it is possible to compact thr soil in the field with the proper compactive effort. expansion Tost: An expansion test was conducted on the potentially expansive souls This test wis oerformed in accordance with the rcauirenents set forth LP Cnapter G OF tnc County of San Diego Ordinance Mo. 2025, Test for IVpansi1 e boils. Uxpansive soils are c]assified as foilows. 1 0 to 3 Percent 3 to 6 Percent C to 12 Percent Above 12 Percent L\oansivitv Low 'od lunt high Ver >' l. According to the Count/ of San "Ue'jo .cst £or L.pansave Soils, in general, soils that possess a suell co isidercd to be non-cxpans ive . less than three percent arc ONCLUSIONS A;JD The folios i.ng summarized copclus ions and reconnendatxonb are based On the analysis of all the data and information obtained from the kib Rcoort of 9 Ltc Jnsocctaon ob-, 2CJ, 308 i, 347 La Costa \cadows "ml: 1,0. Carlsbad, Cal i forma Page 3 Jol: site L n spec t ions Vhi_s i nc lodes our visual inspection of the building sites, field j nves ticjat LOPS ana laboratory tests on the ti pical bearing soiIs, and our general knowledge and e> uenence \ii th these so3 Is . 1. Since Lt as fne intention of constructing the proposed structures and otncr inprovei icnts on the exoansive natural ground soils, tnat the f o3 lowing work r>e performed.then it 15 recommended Lots 285 J08- 'Ihe so L L in these lots possess a s>,vell of from Luo ->orcont as measured by tne a for ement loned test. to six The continuous perjmcter foundations shall extend a minimum depth oC 12 inches into the firm natural ground. The continuous foundations shall be reinforced with at least two Mo. 4 steel bars; one bar sha]1 be placed near the ton of the foundation and tne other bcir shall be placed near the bottom. c The concrete floor slabs of tne structures shal 1 be founded on at leas t two inches tmek of granular base materials such as non-expansive sands, crushed gravel or equal It is rcco'imended that the concrete slabs within tne dwelling areas be reinforced with 6>G - 1C/10 steel wire mesn. Concrete slabs, such as patios, oool decking, driveways, side ;aIks, etc., and asphalt pavement snail be founded on at least two inches thick of non-expansive soiJs. Lot 347 The soil s a n thi s lot possess a s//ell of as measured b/ the aforementioned test. froM six to ten percent a b 'J lie continuous perimeter foundations shall extend a mniraun1 cleoth of 24 inches into the firr natural ground. Tne continuous founuatjons shall be reinforced with at least two I'o. 4 stce L bars; one bar shall be placed near the top Of the foundation and the other oar snail be placed near the bottom. "he concrete floor slabs of tne structure and garage shall he founded on at least 4 inches thick of granular base [materials such as non-expansive sands, crushed rock or equivalent. It is reco^nendcd that the concrete slau in the dwelling area be reinforced with 6,'C -10/10 steel wire tne s h. Page 4 7cport of Site Inspection Lots 2 S3, 308 & 347 La Costa Keadows Uni t i;o. Carlsbad, California Job [jo. 77-5379 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 oroposed oingle story residential-duplex type structures nav be designed for a maximum of. 2,000 pounds per scuare foot when following the aforementioned recommendations. This allowaole soil bearing value nay be increased one-third for design loads that include wind or seismic analysis. 3. Foundations and footings of the orooosed structures, walls, improvements, etc., when founded f LVC feet and further away fron the top of the compacted fill slopes may be of standard design meeting the reauirements of the governing agency. If proposed foundations and footings are located closer than five feet inside the top of compacted fill slope, they shall be deepened one foot below a 1.5 horizontal to 1.0 vertical line projected downward and outward froi? a point five feet horizontally inside the top of comoacted fill slqoe. 4. The compacted fill soils of the fill slope possess they have been certified of maxir.'um dry'density or improvements such as wall pool, driveways, asphalt five feet of the face of differential movement as of these soils. that occur within five feet of the face poor lateral stability, even though to a relative compaction of 90 percent better. Proposed structures and other s, fences, patios, sidewalks, swimming pavement, etc., that are located within compacted fill slope could suffer a result of the poor lateral stability Adequate measures shall be undertaken to properly finish grade each lot (after the structures and other improvements are in alace}, such that drainage waters from the lots and the adjacent properties are directed away from the building foundations, footings and floor slabs towards the street or the natural drainage direction for the subdivision. Prooer drainage will insure that no wators will seek the level of the 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. Any 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 'age 5 Report of Site Inspection Lobs 235, 308 & 347 La Costa Meadows Unit Jo. '2 Carlsbad, California Job :,o. 77-5379 landscaoing) shall be -compacted to at least 90 percent of maximum dry density. 7. Future swimming pools and appurtenances, and/or other subsurface structures that are founded in potentially expansive clay soils shall be Droperly designed and reinforced with steel following the recommendations of a structural engineer or soils engineer. S. All of the other recommendations summarized in the Report of Certification of Compacted Fill by Benton Engineering dated September 1, 1971, their Project No. 71-2-24O, which have not been enumerated and/or modified herein shall be applicable for the proper design of the proposed structures and the development;of the site to receive the contemplated improvements .IMITATIONS: 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 time our report was prepared. \!G are not to bo held responsible for subsequent changes made to the site by others which directly or indirectly causes poor surface drainage and/or wafer erosion. * If you?have any questions.concerning our report,' please do not hesitate to callous. \_, - - • This'Qpportunity^to be of^service is sincerely appreciated, . 'V/iJv . */£*>* "*•<•'" Respectfully submitted, _ ,-,£,&-, "*. „ -' WILLIAM S. KROOSKOS & ASSOCIATES^ ."' -fJ \i f t v* "7SK- (^) Addressee William S. Krooskos, President RCE 11318 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 (7141 729 1181 DATE: ' November 3, 1977 TO: Hermosa Housing FROM: City of Carlsbad, Building Department SUBJECT: Duplex buildings located at: 2726/2728 Anta Court v 2831/2833 Cebu Place 2825/2827 Cazadero These buildings are not condominuims but have been built to condominium standards. Ray P7 Green SenpVr Building Inspector 1200 ELM AVENUE H >S&^ . fl TELEPHONE CARLSBAD, CALIFORNIA 92008 IRvLW (S fm (714)729-1181 n , * ,„,, of CartebabDecember 6, 1977 Hermosa Housing Corporation 2551 State Street Carlsbad, California 92008 SUBJECT: Proposed Minor Subdivision No. 365 Lot 308 of La Costa Meadows No. 2 Whereas the requirements of the California Environmental Quality Act and the City of Carlsbad Environnrental 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. All structures within this subdivision shaV; 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 make 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 year from the date of the letter containing the final decision for tentative map approval,i Riddle principal Civil Engineer Forvjh'm Flanagan, City Engineer TCF:GJR:FNL:ms c: R. J. and R. R. Toal, Inc. 139 Avenida Navarro San Clemente, CA 92672 Building Department FEES AND DEPOSITS MINOR SUBDIVISION NO. 365 LOT 308 LA COSTA MEADOWS NO. 2 Final Map Check Fee $ 100.00 Park in Lieu fee 1,082.16 Duplicate Tracings Deposit 50.00 TOTAL $l,23a.!6 * Does not include any fees which may be required by public utility agencies pursuant to Condition No. 2. LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name: Hermosa Housing Devleopment Phone NO. 729-7964 Mailing Address: 2551 State Street Carlsbad bervice Address:<?835*<3.£3'? Alisma Street Tract Description: Ld Costa HeadOWS Unit #1- LOT- l»c>% Type of Building: Duplex No. Units Connection Charge $1,200.00 Lateral Size: A" 6" 8" Saddle: Extra footage: @ $ Easement Connection Extra depth: @ $ Lateral Charge 255.00 Total $1,455.00 "Amount Rec'd $ 1,455.00 How Paid ck#7707 Date Paid Rec'd by b. ueipen 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 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, 01 HTS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIR ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AN 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 tc the conditions as stated: 6/8/7 69043 Date Account No,