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Home My WebLink About2424 BADAJOZ PL; A; 85-35; PermitDECLARATIONS WORKER'S COMPENSATION OWNERIEUILDER I 17 LENDER rn --- t-t -t 11 k. \ I =T- 1 (D C < K D n 5 D 0 0 0 c Z --I z C z m rn n 1 1 I White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor Pink - Applicant Gold - Temporary File c rn r rn 0 3 0 0 1 C a n C 7 C C m 3 x cn I 0 s rn n 3 z 6 - I C n n T! 4 6 :- :I 54 J m D 3 O n 3 J 2 rn D D -I c e k 5 F t 4 z \ U J - I - E rn Q r- 2 rn 0 r- 5 r a 2 Q n rn z Q h > v? 0 z D < i ~... . . ...... ”.. . .. . . . . -- -___I * _- . .- - ~~ ~~- City of Carlsbad 1200 ELM, CARLSBAD, CA 92008 TEL. (619) 438-5525 City v Job 4 ./ Address y d Zip Tel. Owner ,, Mailing Address state LlC. S. Classif COMPLETE FOR PLAN CHECK ONLY ASSESSORS PARCEL NO /j DESCRIPTION OF WORK .L J /P A d PLAN ID NO. ~ ~- MISCELLANEOUSp ~ IECEIPT MISCELLANEOUSFEERECEIPT ' ' ' L - ..- 01 -00-00-8806 *, 4 * PLAN CHECK FEE td x /. VALUATION >* t . . ,~ r- ./ \ DEMOLITION HOUSE MOVING PARKS AND RECREATION FEE -_____ PUBLIC FACILITIES FEE SCHOOL FEE - DISTRICT Carlsbad Enctnitas San Marcos San Diego CERTIFICATE OF OCCUPANCY L 7 1 1 i 1 1 1 1 I 7 1 TOTALFEE It '> .' 'WARNING: PLAN CHECK FEES, WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. , White - Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assessor - ~~ 4-3-& PLAN CHECK NUMBER: 52-35 DATE: PROJECT NAME: ADDRESS: 2424 A ti B Badajoz Place PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: Duplex NUMBER OF UNITS: 2 CONTACT PERSON: ke CONTACT TELEPHONE: 749-3062 . INSPECTED: 4 APPROVED ___ INSPECTED DATE I$/' BY: INSPECTED ' DATE BY: INSPECTED: APPROVED ___ DISAPPROVED c Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: L nning GOLD: Fire FtNAt BUtLDtNClNSPECTlON I i e#. c 85-35 DATE: 4-3-86 I. - PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: UNIT NUMBER: TYPE OF UNIT: Duplex NUMBER OF UNITS: CONTACT PERSON: CONTACT TELEPHONE: INSPECTED DATE BY: INSPECTED: APPROVED ___ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED I COMMENTS: Rev. 1/88 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire REQUEST FOR INSPECTION RECORD PERMIT NO. 35-36 DATE: H. Yj PHONE NO. INSPECTOR OWNER ADDRESS REQUESTED BY BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 FOOTING, 0 SLAB 0 GROUT - GUNITE c! FRAME C EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING C UNDERGROUND PLUMBING C SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER FINAL -e. - *... J' -5- PEE/@~'~KIN~REPORT 9% ELECTRICAL EMPORARY SERVICE FER GROUND 0 ELECTRIC UNDERGROUND ?'- 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL M ISC ELLAN EOUS 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL lNSTRUCTl.ONS ~ - -_ ..- ~ I .-. Ready ~ For lnspectiorc 0 Monday 0 Tuesday Wednesday Thursday A.M. 0 P.M: ~ ~ Cltp of Carls'bab ' REQUEST FOR INSPECTION RECORD TIME: INSPECTOR PERMIT NO. DATE: PERSON TAKING REPORT BUILDING 0 FOUNDATION 0 FOOTING 0 SLAB c! REINFORCING STEEL C MASONRY C GROUT - GUNITE C FLOOR AND CEILING SUB FRAME E SHEATHING 0 ROOF 0 SHEAR E FRAME 0 EXTERIOR LATH \ c Xp,'h",",, OR DRYWALL E FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL ELECTRICAL E TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE C FINAL MISCELLANEOUS f 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 A.M. 0 P.M. day 0 Friday Citp of Carlsbab ' REQUEST FOR INSPECTION RECORD BUILDING 0 FOUNDATION 0 FOOTING 0 SLAB 0 REINFORCING STEEL 0 FLOOR AND CEILING SUB cl GROUT - GUNITE 0 SHEATHING C ROOF 0 SHE 0 FRAME MASONRY TERIOR LATH r I NSU LATl ON 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL ELECTRICAL ~ 0 TEMPORARY SERVICE 0 UFFER GROUND 0 ELECTRIC UNDERGROUND 0. ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL __ - MISCELLANEOUS CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN El GRADING 3 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. QCitp of 4CarIgbab REQUEST FOR INSPECTION RECORD INSPECTOR PERSON TAKING REPORT ~ ~ BU I LDI N G 0 FOUNDATION c? FOOTING 0 SLAB 0 REINFORCING STEEL 0 MASONRY U GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR ~RAME El EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUM Bl NG @UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL SPECIAL INSTRUCTIONS ELECTRICAL 0 TEMPORARY SERVICE n UFFER GROUND ~LECTRIC u N DERG ROU N D 0 ROUGH ELECTRIC &* 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. REQUEST FOR INSPECTION RECORD TIME: INSPECTOR PERMIT NO. DATE: m% OWNER ADDRES REQUES BUILDING 0 FOUNDATION 0 FOOTING 0 SLAB 0 REINFORCING STEEL C MASONRY C GROUT - GUNITE FLOOR AND CEILING SUB FRAME [I FRAME C EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUM BlNG 0 UNDERGROUND PLUMBING C SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL ELECTRICAL 0 TEMPORARY SERVICE fl UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT C PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Thursday Friday 0 A.M. 0 P.M. Citp of 4CarIasbab. REQUEST FOR INSPECTION RECORD TIME: INSPECTOR PERMIT NO. DATE: 0 MASONRY C ELECTRIC UNDERGROUND 0 GROUT - GUNITE EXTERIOR LATH OR LATH OR 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER SOLARWATER 0 FINAL MISCELLANEOUS W 7 CONDITIONED AIR SYSTEMS SOLARHEAT PATIO C POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Thursday 0 Friday ., 0 A.M. 0 P.M. UEST FOR INSPECTION RECORD INSPECTOR BUILDING r 0 GROUT - GUNITE ELECTRIC A L C TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC c' FLOOR AND CEILING SUB FRAME I I 0 POOLBONDING SHEATHING 0 ROOF 0 SHEAR il ELECTRIC SERVICE n FRAME EXTERIOR LATH INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLAR HEAT C PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Thursday 0 A.M. 0 P.M. QCitp of QCarI$bab ' REQUEST FOR INSPECTION RECORD TIME: fly- INSPECTOR - OWNER If ADDRESS REQUESTED BY PERSON TAKING REPORT BUILDING cl MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR fl INTERIOR LATH OR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 FINAL ELECTRICAL 0 TEMPORARY SERVICE I II PLUMBING V n UNDERGROUND PLUMB 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL / / MISCELLANEOUS n CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday Wednesday 0 Thursday I7 Friday A.M. 0 P.M. ditp of car REQUEST FOR INSPECTION RECOF dbab ID I ELECTRICAL UNDATION 0 FOOTING 0 SLAB INFORCING STEEL ASON RY 3 GROUT - GUNITE 3 FLOOR AND CEILING SUB FRAME 3 SHEATHING 0 ROOF 0 SHEAR c1 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO cl TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL 0 TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING/ MISCELLANEOUS [7 CONDITIONED AIR SYSTEMS C SOLARHEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 3 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS i Ready For Inspection: 0 Monday 0 Wednesday C Thursday 0 Friday 0 A.M. 0 P.M. Citp of darisbab REQUEST FOR INSPECTION RECORD I NS PECTOR PERMIT Na DATE: n REINFORCING STEEL UFFER GROUND 0 MASONRY 0 GROUT - GUNITE ROUGH ELECTRIC FLOOR AND CEILING SUB FR POOL BONDING 0 SHEATHING 0 ROOF 0 FRAME 0 EXTERIOR LATH OR LATH OR PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 7 SOLARWATER fl FINAL V I DRIVE\~JISY ' & 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday n Tuesday c! Thursday C Friday 0 A.M. 0 P.M. REQUEST FOR INSPECTION RECORD PERSON TAKING REPORT BUI LDlNG WF~UNDATION FOOTING SLAB 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING ERGROUND PLUMBING 7 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN C GASTEST 0 WATER HEATER C SOLARWATER C FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL ~ ~~~ MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLAR HEAT 0 PATIO [7 POOL 0 SPA C SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS For Inspection: 0 Monday 0 Tuesday 0 Wednesday asday ESGXL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO. CA 92123 (619) 560-1468 DATE: ~ JURI SD I C TI ON : ckW2L SBHB 0 PLAN CHECKER FILE COPY 0 DESIGNER PLAN CHECK NO: @5-35--= 0 UPS PROJECT ADDRESS: 2424 &~~&~~z /?? 0 811 0 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: a 0 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff - did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # BY: ENCL: COR PORATION .' ' L* . -. 0 APPLICANT COPY 0 CITY COPY Citp of QarUfiab f a PLAN CHECXER COPY Submlt fully dlnunslonod plot plan dr8m fill exiatinq and proposed atructure8 on the lot. Identify proporty lines uwl Shou location of all cllt or fill 11op.a and approriutm finish floor elevations a11 c~rners. Smc. 30Zlb)l. rndicate diatanee trm eontor-tine or aunt or allay to proporty line and distaner Ira curh to proporty llno. IOC. 302Ib)l bo rignod by a California State limnsod englnrrr or architecr. ICalifornia Su+nyaa urd Proferaions Code) -3i35L pRvy\E to Scale shouinq 10CrtiOn SlZ., and U8e ahow lot dinn8iona And AI1 eA8Y.nV.S. for a11 8tNCtUCOI and 8hW .leVAtiotlS At CIRT PROTKTIOJ Ualla closor than 3 feet to Dromrty Ifnor shall bo on.-hour fire-rAtad-con8t&ctiMn. hAVY 110 op.ninqs. And lh.11 hV0 30 inch parapots when the building floor area excaoda ' 1.000 aquare feet on any floor. (Table 5-A Soc. 1709(a1 Projutions, including eaves; ky not extend more than 12 inches into the 3 foot setb~ck from the property lina. See. 1710 and Sac. 504(b) .. SINGLE ?AMILY AND OUPLEC DyGttING3 Plan Chock No. Eaea plans received by jurisdiction m# dj4185- sate p1An. racmiwd by plan chukar@/ fh8/B5 g5 -- 3 5- -x 1 Projections, including aaMa.rhII k oao- hour fira-resistive construction. heavy timbor or of non-coabus;ible naterial if they project into tho 3 ratback area fm the property line. See. 1710 Date initial plan chock -pletod.doz by MREcrCIRD: PLEASE RW Plan check la limited to technic81 r'iauir.rwnt1 TCL 019) %O-lw /3J/ps eontaind in tho uniform Building cod;. onifom Electrical Coda and atate laus requlating mnerW deccctor. See. 1210 Show location of pcmnently vired &ke conservation, noisa attenuation and ACCO~S for tha handicapped. The plan check 11 bad on ~ 1 '6 < C. .R(XUI SIZES. LfCRT, VePRTUTIONS AM) GrAZINc . rwulation. adoreed bv the Buildins Irunoetfoa . - - __~_ Dohrtment. You may &e other co&utionm Ono mom must contain a minimm oc 150 square CeeC Of SUpZffCial floor dCCa. SOC- 1207lb1 . Rabitabla rooms, ocher than kitchens. shall contain At least 70 square feet of flwr area. See. 1207IbJ Uindov area must be at least 1/10 of tJm floor area and a minimum of 10 ¶puAre feot based on laws and ordinances enforced by the Planning Dqmrtmmt, znginemring hprtannt or other departments. The items circled bdw need clarification. -0dification or change. tc bo s8tisfi.d before the plans will k in conforunco uith the cited code. and regnlationa. Per See. 303 IC). 1979 Uniform Buildinq Code. per Sic. 1207la). Appears to bo deficient the Approval of the plan8 dora not p.rPft the in violacion of any ItAtO. county or city law. All circlod itmas ha*. rp 0 nable windw area must bo 1/20 of the In bathrooma, laundry rooms and rimllar rooma. Niniaum is 1.1 sq.Ct. ILec.lZOS(al i' rr oor area And a ainirun of S squ~re feet. been rmturnod to you by the juri8diCciOn, co: @a. &TaE cLscI/c a!. &Y/ 5-& /46S 'TO taCilitAt0 rechecklnp, p1OA¶e identify, n*X: to each circled Item, the 8heet OC the plan8 upon uhlch each corroctlon on this ahert has boon ude and return this Indtcate on plane the nan of tho 1oqal owner and MU of por8on re8ponaiblo for tho preparation 31 the plan.. Smc. 3021bl W# One-ha!f Of A11 C.q'U1r.d dndo* are8 Wet k oponable in ?rovlde HChAnkAl vantilation Crpable of provldlng five air changei par hour in brthr-8. water clo*ec c-partuncr, laundry room8 and Sidlar roome if r8quir.d ulndwa are not provlded. Soc. 110Sfa) No habitable roacl. ocher than a kitchen. .hall bo lor8 than 7'0- In any dlmonaion. Sec. 1207lc) room. La a rlnirw of ?'6.. Shor that celllnp holpht for hAblCab18 Sec. lq7Ia) i Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a a. Provide handrail for stairuays~-ovej- 30" ~~~ ~~ minimum of 7'0". Sec. 1207(a) Provide 30" clear width for water closet compar:aents and 24" clearance in front Handrail shall be 30" to 34" above the of water closet. Sec. 1711tb) NO cooking room shall be used for sleeping purposes. unless complying as an efficiency living anit. Sec. 1208 Specify safety glazing for glaring in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent :o walking surfaces. Sec. 5406 /4 Handrails shall satisfy the following: high when serving a single duelling. Title 24. Sec. T25-22(b) nosing of treads. Sec. 3305Cj) (4 Lb Handrail4 shall 'have a space not less than 1 1/2' between the wali and the handrail. The hand grip portion of handrail shall be not less than 1 1/4" nor more than 2' in cross-sectiondl .dimension. Sec. 3305(j) (see attached) .@ d Every stairway landins shall have a dimension. . Glazing in shower and tub enclosures f (including windows) shall be tempered, laminated or approved plastic. Sec. 1711 (f)(g) Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44' above the floor. The vindow must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Sec. 1204 1 . eaves aad cornices may not project into ? a required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sec. 1206Cd) ' measired in the direciion of travel, at least equal to the stairnay width. Sec. 3305(gl A door may open over a stai.rway landing provrded the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required uidth of the stairway. See. 3305Ig) A door may open inward at the top step of more than 7 1/2' lower than the floor level. Sec. 3303fil2 #a stairway provided the top step is not #. Provide details of winding stairway. a. Minimum tread is 6 inches at any point A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. and the mezzanine floor must have b. Maximum rise is 9 inches. and minimum 9 inches at a point 12 inches from the side of the stairway. +- a clear height of 7 feet, above and below,and must have 65t of the long side open to the room below. The loft you show does not comply as a mezzanine floor and is, by Building Code J definition, a story 0. EXITS. STAIRWAYS, AND RAILINGS Floors above the second story shall have not less than 2 exits. Sec. 3302(a) c. Minimum width is 30 inches. Sac. 330S(dl (see attached) Jd Provide spiral stairway details: a. Minimum run is 7 1/2 inches at a point from'where the tread is the narrowest. 5. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. Sec. 3305(€l (see attachedl d. Sprial stairways may not be used for required exits when the area served is greater than 400 sq. Et. Sec. 3305(€1 #. Spiral stairways must have a clear walking acquired exit doorways shall be not less than 36' in width dnd not less than 6'4" handrail. Sec. 3305If) in hciuht. and shall be caoable of ooenina space of 26 inches between the column and -. I at leait 90 degree!. Sec. 3303(e) * Provide I.C.B.O. Reasearch Report and lumber ' for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall Provide 36" high protective railing f@r porches, balconies, and open sides of landings. Maximum opening ._ between . -. railings shall be less than 9'. See. 1716 Show how guardrail connection details are adeauate to sumort 20 oounds Der lineal fooi at a righk'anqle tb the top rail. Table 23-3 Provide stairway and landing details. Sec. 3305Ibl C (cl a. Maximum rise 8" arid minimum run is 9". b. Minimum head room is 6'-6'. c. Minimum width is 30'. be done under special inspection per the approved fabrication plans. Sec. 306(a)48 and Sec. 306ff) 5/ In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated stairways is exempt. Sec. 3305 A' Exterior stairways shall not project into the 3 foot Setback from the property lines. See. 33OSCnl The walls and soffits of the enclosed useable ' space under inearror stairs shall be protected cn the enclosed side as required for one-hour fire-resistive construc:ion. Sec. 3305[ml Zlinrnum construction specifications shall be .made a part of the approved plans. I See attached1 ~~ Specify roof pitch. Roof pitch is not adequate for roof type specified. Specify minirum pitch of roof material and application. . Specify I.C.B.O. approval number for roof pe for drainage or design ulated water. Sec. 3207[aI materials not covered in UBC. f drains and overflows. Sec. 3207la) . Provide skylight details to show compliance tions 3401 and 5207 or provide ICBO . Provide plastic roof panel details to show ;Iff compliance with Section 5206 or provide LCBO number. Show attic ventilation. Uinisum vent area is 1/150 of attic area or 1/300 of attice area if at least Sot of the required vent is at least 3 feet above ceiling joists. Sec. 3205tcI E. PlASONRY A. Provide- fireplace construction details or note construction to be per attached fireplace standard drawing. Sec. 3707 Show veneer support and connections comply with See. 3002, 4.5.6. and Sec. 2516lal regarding ties and #9 wire in horizontal joints or note constructim to be perattached sheets 30-1 or 30-2. all masonry walls. Chapter 24 9. Note that cleanout openings shall be'provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Sec. 2415 Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal' foot or the actual design load, whichever is greater. Sec. 2310 Provide material specifications for mortar. grout, masonry and reinforcing steel. Sec. 2403 . Show how masonry house walls retaining earth are to be waterproofed. Provide detail. Note that special inspection of the .nasonry will be required for Jd. Show height and construction details of C. GARAGE AND CARPORTS 106;Garaqa requires one-hour fire protection on the garage side of walls and ceilings common to the dwelling. Table 5-8 Sec.j03[bI 101.AIl elements supporting floor above garage to have one-hour fire-resistive proteczion on the garage side. Sec. 503. Beams and posts, noc within the wall or ceiling con- struction, must comply with UBC. Table 43-A. or be minimum 6' dimension bean and minimum . .. 8' by 8' post. 102. Show 1 3/8' solid core seif-c?osinq door for openings betwaen garage and dwelling. Sec. 503(d) a room used for sleeping purgoses. Ssc. 1104 require self-closing- door%-d stationary windows. Sac. 1214 over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plyvood diaphragm ratio is 3 1/2 to 1 or 2'8'. Tabla 24-1 106. Doors between dwellings and attached garages may swing in either direction provided :he difference in floor elevation between the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as the primary means of egress from the building. . If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door must not sving over the depressed level. [see 3303(i12 and 3305 (01. 108. Provide 18' raised platfoms for any FAU, water heater. or any other device which may generate a flame or spark. shall be installed behind raised platform(a) prior to framing platform. 103. Garages arc not permitted to open into 104. Openings between carport and residence 105. Show garage framing secrion, size of header 109. Note that continuous fire wall protection R. POONOATION REQUIREPlENTS 119. Note on plans that'A soils engineer shall eva.luate any unanticipated uncompacted fill or expansive soil or ot!!er soi: problems disclosed during construction'. Sec.306(aIlt. 120. Submit soils classification determination by a licensed engineer or architect .bared on observation, tests, borings. or excavations. and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 121. Note on the plan the soils classification. whether or not the soil is expansive, and note the dllowable bearing value. Sec. 2905 the soil report recommendation for this project 122. The foundation plan does not comply with 123. Provide notes on the foundation plan listing the soils report recommendations for foundations. slab and building pad preparation. 124. Note on the foundation plan that "Prior to the Contractor requesting a Building Departaent foundation inspection, the soils engineer shall advise the Building Official in writing that: 1. the building pad WAS prepared in accor- dance with the soils report: 2. the utility trenches have been properly backfilled and compacted, and: 3. the foundation excavations, Eorming and rcinforeement comply with the soils report and approved plan." 125. Provide spread footings for concentrated loads designed for 1.000 PSF soil bearing or per Searing value as determined by an engineer or architece. Chapter 29 . . . .. 1 2 3 #. show heiqht of all foundation walls. Chapter 23 . Show heiqht of retained earth on all foundation F walls. Chapter 23 . Shov drStdnCe Of foundation to edge of cut or fill slopes and show steepness and heiqhts OC cuts and fills. Chapter 29 . Note on plans that wood shall be 6' above t" tintst grade.- See. 24171~) 7. . Note on plans that surface water will drain away from burldinq and show drainaqe pattern and key elevations. Sec. 290S(f) 1. Dimension foundation per Table 29A. d 9 TABLE NO. 29-A-FOUNDATlONS FOR STUD BEARING WALLS-MINIMUM REOUJREMENTS 1 1 -I 6 6 11 6 1' 8 8 15 7 18 10 10 18 8 24 I I I OErn OF ~OUWOAllOW BELOW NATURAL SURFACL OF EROUWD AND FlnlSn SaAOE (Iaclnrl 133. 134. 135. 136. 137. , Show foundation bolt size and spacing. Sec. 2907(el Specify size. ICBO number and manufacturer of powe: driven pins. Show edge and end distance and spacing. Sec, 306(f) Show size, imbedment and location of hold down anchors on foundation plan. Sac. 2312ff) Note on plan that hold down anchors must be tied in place prior to foundation inspection. Sac. 2312lf) Show adequate footings under all shear walls. Sec. 23ll(e) Show stepped footings for slopes steeper than 1:lO. Sec. 2907fc) Show minimum 18' clearance from orade to d bottom of floor joists and ininmum 1 ckrance -b_orro.sZ Show pier size, spacing and depth into Show minimum under floor ventilation equal to 1 1/2 sq. Et. for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide cross vantilation on at least two approxinaee- ly opposite sides. Sec. 2517 Note cross bridging or blockinq. Floor joists and rafters more than 12' in depth and spanninq more than 8 feet shall be supported laterally by bridginq at intervalr not exceeding 8 feec. Sec. 2506iq) Show blockinq at ends and at supports of floor joists. and €or rafters at exterior walls. Sec. 2SO6lq) at exterior walls on trussed roofs. Sec. 2506(g) be doubled under bearinq partitions running parallel with the joists. Sec. 2S18(dt S 6. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center vhere rafters and ceiling joistsare not parallel. Sec. 2518(h) .Y / fl d 1 4. Show sot id^ blockinq at ridge line and . Show double joists. Floor joists shall Show rafter purlin braces to be not less than 45 de Tees to the horizontal. Sac. 2S18(%) 168. Show 1/2' minimum clearance berreen top plate o€ interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) tb lap splice. Sec. 2518(g)4 /Show nailinq will be in compliance with 9. Show double top plate with minimum 48" Provide fire stops betveen stories, between top story and roof space. at ceilings and flmr levels in interior ana exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair strinqers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions, at perimeter OE sliding door pockets, between chimney and wod frame usinq metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2517(ft 172. Y 174. 175. 176. 177. 178. 179, 180. Show stud size and spacing. Maximum allow- able stud beiqhts: 2-x4"? !6' is 14': 3'xt'&2'%6"? 16"o.c. is 20 . Sec. 2518(q)2 Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspeczor prior to erection. See. 306(f) Detail all post to beam and post to Cooting cinnections. Scc. 2517tc) 4 Specify nail size and spacing for all shear walls, floor and roof diaphragms. indicate required blocking. Naintain maximum diaphragm dimension ratios. (Tables 1,J.K). Show 3.~4. or Z'x6' studs in first story of three story building. Sac. 2518lfl Provide truss details and truss calculations. Provide roof framing plan. See. 302(a)7 provide framinq sections through Seccion 302la) 7 Specify a11 header sizes for opening over 4' wide. Sec. 2S18(q) 7 181. Provide calculations for Show all joists. rafters. beams, and posts 2' to 4' thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams 5. and thicker shall be No. 1 Grade DougIaS Fir-Larch or better. ITable 2s-A-1) Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diaqonal let-in brace or equivalent. Sac. 2518(qIS ~~ ~ Section 302ta) 7 exterior locations. wood columns and posts shall be sQpported by piers pro~ecting at least 2' above the finished grad8 and shall bear on a metal base plate or treated wood unless the columns or p~sts are foun- dation grade redwood or cedar. Sec. 25171c)l 102. In areda subject to water splash and in Show access to the attic or under Eloor furnace to be minimum 30 inches by 30 inches. Sec. 708 i 709 WC 209. Note that passageway to :he attic Eu:nace shall be unobstructed and have continuous solid flooring not Less than 24 inches wide. Sec 708 UMC 210. Show permanent alectrical outlet and Igghtinpfixture controlled by a switch for the attic furnace. Sac. io8 UMC Show location-of attic access with minimun size 22' x 30 . Sec. 3205 Shw draft separation for attic areas in excess of 3,000 sq.ft. Scc. 3205 Show draft separation. for spact between dropped ceilings and floor above an excess Specify plywood grade and panel indenci- of 1,000 sq.ft. Sac. 2517 fication index. Table 25-J ridge as a seam. Sac. 2518 (hl Lff t, When roof pitch is less than 3:12, Wood shear walls shall not be used to roof or outside furrtace. resist horizontal forces contributed by aasonry in buildings over one story in height. Sec. 2516(bl Note on plan, gas vents and non-combustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC Sec. 17061a16 Gypsum lach and plaster, gypsum sheathing board and gypsum wallboard shall not Sa used in vertical diaphragms to resist forces imposed by masonry or concrete construction. Table 47-1 If cripple wall studs are less than 14', framing shall be solid blocking. Sec.2518(g)6 Cripple wall studs exceeding 4 Feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporzinq 2 stories. See. 2518(g)6 Show plywood sheathing over exgosed eaves, or other weather exposed areas, is exterior grade. Sec. 2517fg) 3 Show a weeD screed at the foundation Rhte line on ali exterior stud walls to be- stuccoed. Sec. 4706(el Provide an approved waterproof building paper under wood siding. Scc. 1701(aI Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 Show corridor width to be minimum 36". Sec. 3304(b) Specify truss layout for 30" x 30" attic access. Ridges, hips, and valleys shall be at least one sire larger than supported rafters. Sec. 2518(hl 3 Provide metal straps across ridge beam , Y- and ra€ters. J. MCHANICAL All heating, ventilating. and cooling systems and appliances shall comply with the Unifotla Show the size. location and type of all X. ELECTRICAL (National Electrical Code) All wirinq shall comply with the National Electrical Note on the plan the amptrage of electrical service. IC the electrical installation is more /- than 200 amperes. show panel location and provide a single line diagram and load calculations including: a. Wiring method employed. b. Sizes of all conducrors, switches, circuic breakers, €uses. and conduits. c. Approximace length of service feeders. d. Provide plot plan showing services, all panel locations, circuit arrangement and load distribution on panel busses. Provide typical panel schedule(s). /- Dwellings reqiire minimum 100 amp service. . Electrical receptacle locations and/or yf spacing is not adequate in 2/ Show location of all electrical receptacles. heating and cooling appliance; or systems. Show source of combustion air for furnace will comply with Chaper 6, U.M.C. Every dwelling unit shall be provided with heating facilities capable of maintain- ing a room temperature of 70. F. ac 3 Eeet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1211 Show minimum 30' deep unobstructed working space in front of Eurnace. Note on plans.clearances to be per mnufac- Curers listing. Sec. 704 iIUC Furnace shall not be installed under any stairway. Sec. 704 UMC Furnace shall not be installed in any bedroom, bathroom, closet, or in confined space with access only through such room, unless specified as direct vent app1ianCe, At least one receptacle shall be installed outdoors, in basements and artached qaraqes, - other than laundry outlets. Art. 210-25fbl Art. 250-81 A- - L. PLUUf3ING (Uniform Plumbing Code1 All plumbing shall comply with the Unifrom ~??wc~a~er heater size, type and location on plans. . Show method of providing combustion air to fuel burninq water heater. Sec. 1307 Fuel combustion water heater shall not be installed in bath or bedroom or in a closec opening into bath or bedroom. Sec. 1309 Provide adequate barrier to protect wacer heater from vehicle damage. Sec. 13lO Show T and P valve on water heater and show route of discharge line to exterior . Scc. 1007(el Sac. 1903 . Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. Scc. 1003 242. Provide dryer vent to outside. Vm: 2 4. Shower stall shall accomodate a 3O'circle and have a ninrmum floor area ot 900 oq.rn. UPC 9091dl J enclosed- Eurnace or electric heating appliance. Sec. 704 UMC Show IC30 approval Cor prefab fireplace - - - - - . . . and provide approved installation inatructions at job site. Pravrdm inaulatron in -lis mrlza9 to acnrov. ST of 30 br- 9ar.q. ad 1Lv;nq.ar.a rf qaraqe UIO u by rmmrdont TlCIe 2s- p(LM;1 COUSttRVATIOM: ?lwu Red {Calif. Adsin. Code) kcam atfeetiw June 16. 1913 and require that th. design satisfy onm of the altermtiva eneray packaqes (see attadmd paekagwm A, 1. E. I. 2, 3, 4 and AB 1631. The law also roquirer that MW mandatory consurvation items be satiafiad. coneml1.d Nlu Stat@ Mandatad RmqUhtiOns is in Zone . Copies Of the R8Sidenti.l Energy Conservation Ec.nua1 my k obtainad from Publications Unit, California Energy Coomission. 1111 Hov. Avo, lls-50, Sacramento. California 95125, (Tal. (916) 910-621611. California Building Officials also marnuin a telephona -hotline- betweon 10100 A.M. and Woon and 1:oo p.n. eo 4tQO P.M. at (910 456-302 3. Show on the tltlo sheme of the plam, thm altsrnacivm energy pachqs that ws selectad i.a. A, B, C. I, 1. 3, 4, Of AB 163 to shQV caplianca. and provide calculatian8 and 0tb.r d.UO appropriate to that selectmd packmqm. The responsible desiqner should a rtat..unt, on the plan titlm shoat, -MI desiqn submitted subatantially conforas to the Enerqy R.gUlatiOn8 for R-sidencial Buildings-. Shw the 'R' value for the -11s and coiling and rmlaced area.. Note that the insulation usmd shall comply with California Quality Srandarda. Note the insulation installer shall post a signed certificate, in a conepiciow place in the buildinq, seating tho insulation compliea with Title 14, Chaptor 2-53 and title 20. Chapter 2, Subchapter 4. Artxcle 3. Note doors and windows. including skyliphtm. betucen conditioned and non-conditionad space shall be fully weatheratripped. Note on the framing plan that wather- strxppinq. caulkinq or sealants must k used to limit filtration in the buildanq envelopr at thm follainq lacatioae: &terror ]oints around uindws and door frames: becueon wall sole plater and floor.. and uctw-en rxedrior wai~ panels; penerrations in walls, ceilings. and floors Cor plumbing. electricity. and gas Irnrs: oponinqs in attic floorrr and ~ll other openinqs in the building envc I ow. Note :.?at doors and windwm to be c~rtiiimd and Iaoeled as complying with the Lnmrpy Note fans mxhaustinp air to have hck draft dampers. ~89UlhClOn8. 4 Note at the exterior uall fireplam 'tar-place trhave riniaun sia square inches of outside air: to have glaaa or mota1 door cover~nq the mntire opmniap of the CirObo~f: to have tight-littinq damper uith readily accessible control and should not havm a concinuour burninq pilot light'. Note ducts shall comply with Chapter 10, 1976 UMC and shall be tighcly sealod with mastic or tap.. Note at the water heater location %atmt heater to have ursp Of R-12 axtarnal insulation'. Note, uhere water heater is in unwndidonod space. the Cirst five feet of outlet pipe to have R-3 wrap. . Note a11 circulating hot water pip.. in uneonditionod spaces sh.11 k insulacd. . Note that all gas flred heating and " cooling appliances. showrs and faucets shall comply with the Lnerqy Efficiency Standards. Show. at bath and kitchen, that the qeneral lighting shall have an efficionc) of not less than 25 luaens per uett 1.0. florescent. Note that heating or cooling systua lexcopt heat pumps) shall have an aurauric thermoscat with uchanism which can k unually proqrared to automatically set back the thelll~stat sot points for et loast two poriods within 24 hours. Shw thm sizm. typm and location ot the' spaem he~ting (or eoolingl aystr and provide eneryy C8lC~latiMS if tha output m/Hr. eueade 45.000 BTTJ~. output. - maw mkm ud lodrl lor Mu 4d mew h.rmr OuIdQor pmlr wirn Cornail fuml hutmm raqurrm pool covers aa wll u OMO~ enorpy savbnq dwrcmm s=i u trp. clocxr. ecs. ?aO-140~ 0. IrsP!!zL&NEous 301. Show a minimum 2' air space and f?ashinq betuaen planter and buildinq walls. See. 2517(a) Specify material to be used ander the shower tile. See. 1707la) Specify lath and plaster to comply with Chapter 47. OX. TWO 3/4* coppar pipes must be installed from water heAter location co convenient location or future solar panels (City Ord.) Provide sleeves Izwf jacks) in roof for two tutlre 3/4- copgar pipes to emvenient location of future solar panels (Ciey Ord.) Note t3at solar =at+= oipinq is to be insulated in areas :hat arc heated or tooled. ICity Ord. I - . Q Buildinq plans are SUbStJntially correct and complete. complete plan rrchmck. by plan check engineer, is requirad. Da te : . BY% ' I? you have any questions rmqarding this plan chmek. pleaee call at you, at no chFrqe, if additiorul esriatanca AS ~-d&, ~~ ~ ~ ~ Y. would also be pleeamd to with ~ ~~~ ~ ~ .. .. . .. . .. BUILDING PORTION ..' BUILDING AREA VALUATION VALUE MULTIPLIER Dater @/ps Jurisdiction cww 1 I L/~/A/fLf Gf68 3 4L3,m = 76 \3. /3.m - - 1 I D-S 926 06 ~ Prepared byc r& 2/3.624- /5:5+6 ' ?+& 8 / VALUATION AND PLAN CHECK FEE Air Conditioning I@ C omm er c i a1 Residential @ Res. or Corn. Fire Sprinklers @ Total Value 0 Bldg. Dept. 0 Esgil zq- __ PLAN CHECK NO. 8r-355-Z BUILDING ADDRESS z4,7;9- 8609mZ &J+kS&'?- APPLI CANT/CONTACT &2 PHONE NO. e/ S?/dS- BUILDING OCCUPANCY E-3, q&qf/ew) DESIGNER PHONE // TYPE OF CONSTRUCTION V-N CONTRACTOR PHONE - .. :: Plan Check Fee f 504dO s C 0 H H E: N TS; .- a*-- 2 + +) a& II * c r , . - * = P6 -__ _31 L 30## -0 A - I 6.i ' a,oL . Name of Permittee Grading Permit No. A. COMPATIBILITY WITH GRADING PLAN AND PERMIT 1. Was the compacted fill placed only in the approximate lo- YesL, No- cations deeignated on the grading plan as areas to be - filled? 2. Did the quantity of- fill material placed approxirrately conform to the grading plan? 3. Did the toe of fill or the top of cut appear to meet the prescribed property line setback (1-5’ for fill; 3.0’ for cuts) ? izontal to 1 vertical? were the cuts made in the proper location and tg the proper slope approximately as shuwn on the approvea grading plan? the grading plan? Yes-1, KO - Yes1, No- 4. Were the finished fill sloges equal to or less than 2 hc.r- Yes-KNc- Yes No v 5. If the fill material was obtained by cuts on the site, I_ 6. Were- brow- d-itches constructed approximately as shown on Yes= ivo- 3. LOCATION AND AMQUNT OF CGKPACTION TESTS 1. Have you attached a sketch and data showing the location Ycsw No- and relative elevation for all compaction tests? test in each 2‘ thick lens of compacted material. test results, was the fill, excluding the top l.O’, compacted tu at least 90% of maximum dry density? 2. Was a compaction test made so that there is at least one ?es_l( -. Neq - 3. As indicated by inspections, observations and compaction YesE No- - - C. QUALITY OF FILL CPACTION OPERATION 1. Was the area to receive fill properly prepared in terms of YesxNo- brush removal, benching, wetting, removal of noncompacted fill or debris and related items? 3’ or more below finish grade? 2. Was all detrimentally expansive soil placed in the fill at YesK P:o- Duplicate of DPL #73 Rev. 3-7-79 3. 4. 5. 6. D. 1. 2. E. 1. 2. - Have you attached a copy of ycur curve showing the rela- tionship between optimum moieture content and maximum density? Yese No Was all material used as fill (earth,. rocks, gravel) smaller than 12” in size? - Are all areas of the fill suitable for support of Ye6E No structures? Were’all existing fills on the site recompacted in accord- Yesc NO ance with the provisions of the grading ordinance? - STATISTICAL DATA Dates the grading work was performed: 3422 Z9,#&-2 Mas Dates your representative was on site and number of hours on site for each date, and name of representative: 3-,ZPa=, c 4- z - 85 - I *A/s He 4L dM&/#d#? AS-BUILT DATA If the fill placement in accordance with the Yes- 80- approved grading pla notify the permittee to obtain approval fo frorr, the plan before prc- ceeding with addit If the approved g location, depth a fill, have you suornitte4 fcr review and approv does not reflect the actual Yes- No- SERTIFICATION T hereby certify, under penalty of perjury, that the iriformatisr, provided in this certification is true to the best c:. my kr;cvy;~-:-.-> ana belief. H.C.E. 2fi21 PROPERTY DEVELOPMENT ENGINEERS JOHN VERNON & AssocLATES 1869 8. Ir#ondido Blvd. E.raylido,CA @202!5 743-8808 PLANNING: TYPE OF STRUCTURE ZONE: SckOOL FEES: SAN DIEGUITO .- p: W I W > W I a CARLSBAD % COVERAGE ! / BUILDING HEIGHT ?I\ ! FENCES / WALLS u 1 A -- TWO CAR GARAGE VI -* ud REAR a REDEVELOPMENT APPRCWAL REQUIRED: E* GE WM c a3 gB VQ: 0 LANDSCAPE PLAN COMMENTS: is a W t I > w ac LEGAL DESCRIPTION VERIFIE~~ A.P.N. CHECK& / E MG I N EER I N\3 P.F.F. /'$ PARK IN LIEU a 7.- v) EASEMENTS: /&d~ --* Wn cL3 V= , OK TO ISSUE: DATE : \ J * ENGINEERING INSP PUBLIC FORKS INS FINAL OK: DATE: IF THIS ITEM IS NOT CHECKED, BUILDING DEPARVENT WILL MAKE 4LL INSPECTIONS - W * (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) SAND VOLUME DATA: INlTlAL WEIGHT OF SAND WIGHT OF RESIDUE WEIGHT OF SAND USED SAND DENSITY VOL. OF HOLE 8 CONE VOL. OF CONE VOL. WHOLE EXCAVATED SAMPLE: WET WEIGHT DRY WEIGHT WEIGHT OF WATER 9Yo MOlSTURE IN PLACE WETDENSITY rJ PLACE DRY DENSITY IN PLACE OPT. MOCSTURE IMPACT TEST DATA: OPTIMUM WET ENSTY OPTIMUM DRY DENSITY OPTIW Y'a REMARKS: SAND VOLUME DATA: INITIAL WEIGHT OF SAND MIGHT OF RESIDUE WEIGHT OF SAND USED SAND OEFlSiTY VOL. OF HOLE 8 CONE VOL. OFCONE VOL. WHOLE EXCAVATED SAMPLE: WET WEIGHT DRY WEIGHT WEIGHT Of WATER % MOISTURE IN RACE WET ENSITY El PLACE DRY DENSITY 15- Lb 6.80 2720 LB ,099 Q 4w4 OR 55 6R IMPACT TEST DATA: opnw WET DENSTY OPTIMUM MolsruRE % OPTIMUM DRY DENSITY REMARKS: c - ~ ~ -~ BENTON ENGINEERING, INC. APPLIED BOIL MECHANICS - FOUNDATIONS 111140 RUFFIN ROAD BAN OlE60. CALIFORNIA 92123 April 4, 1985 PHILIP HPNKINQ BENTON PnCOIDCNT - CIVIL CNOINCLR Mr. Zoltan Kasa 1760 El Camino Real Encinitas, California 92024 Subject : Project No. 85-4-2M Moisture Contents in Subgrade Soils Lot 80 of La Costa Vale Unit No. 1 Ca r 1 sbad , C3 1 i forni a Dear Mr. Kasa: This is to report the results of tests to determine the moisture contents of the soils in the upper three feet below finished grade in the proposed building area at the subject site in Carlsbad, California. The soil samples were obtained on April 2, 1985 and the results of the moisture determinations are presented as follows: Depth Below Existing Moisture Grade Content Approximate Location of Samples in Feet % dry wt Southwesterly portion of proposed bui 1 ding area 1.0 2.0 3.0 Northeasterly portion of proposed building area 1.0 2.0 3.0 11.5 12.4 12.1 15.6 17.0 13.8 It is concluded from the field observations of the various soil types and the final results of the moisture determinations that the soils in the upper three feet below finished grade at the locations sampled have been sufficiently moistened to minimize the potential expansion of the soils, as recommended in our report under Project No. 72-8-18D dated February 28, 1974. It is recommended that positive drainage, 6 inches of vertical fall in 6 feet horimntalty, should be provided around the perimeter of-the house in landscaped areas. Drainage systems should also be provided to collect all runoff from roofs _-~ 7JTF-m tafl-xiisa - Project No. 85-4-ZM ~- - - 2- and conduct the water in watertight pipes either into the streets or storm drains. All surface drainage should be prevented from ponding adjacent to or running over the tops of slopes. Inlet boxes and watertight pipes should be installed when necessary to comply with the above requ Respectfully submitted, BENTON ENGINEERING, INC. remen t s . By .&?e- R.C. Remer Reviewed by t6n; Civil EngTneer RCE No. 10332 Distribution: (3) Addressee RCR/PHB/ jer BENTON ENGINEERING. INC. JULY 28, 1984 Ms- BETTY FREE FREE ENTERPRISES 3577 PRESTWICK CIRCLE OCEANSIDE, CA. 92056 JOHN VERNON & ASSOCIATES 1859 S. ESCONOIDO BLVD. ESCONOIDO, CA 92025 TEL. (619) 743-8808 3r SUBJECT: PRELIMINARY SOILS INVESTIGATION SITE: BADAJOZ CT-, CARLSBAD, CA. LOT 157, LA COSTA SOUTH UNIT #1, MAP 6117 APN 216-190-51 RE: TOPOGRAPHIC SURVEY BY PROPERTY DEVELOPMENT ENGINEERS, INC. DATED 6-11-84 Ms- FREE: AT YOUR REQUEST OUR FIRM HAS INVESTIGATED THE NATIVE SOILS ON THE UTILIZING CONTINUOUS CONCRETE FOOTINGS AND/OR ISOLATED PIER ABOVE SITE= WE HAVE BEEN GIVEN TO UNDERSTAND THAT YOU ANTICIPATE PLACING A ONE OR TWO STORY WOOD FRAME STRUCTURE ON THE SITE FOOTINGS AS A FOUNDATION. OUR INVESTIGATION INCLUDED THE EXCAVATION OF TEST PITS TO VISUALLY OBSERVE AND CLASSIFY THE SOILS UNDERLYING YOUR SITE, SAMPLING AND TESTING OF THE VARIOUS SAFE BUILDING DESIGN AND THIS REPORT. SOILS ENCOUNTERED, CALCULATION OF ENGINEERING DESIGN CRITERIA FOR OUR OFFICE WAS CONTACTED TO PROVIDE A TOPOGRAPHIC MAP OF THE GROUND SURFACE OF YOUR SITE- OUR SOILS INVESTIGATION MADE USE OF THIS MAPPING- WHEN COMPARING THE TOPOGRAPHIC MAP WITH PREVIOUS APPEARED AS IF THE SITE HAD HAD SOME FILL PLACED ON IT IN THE UPPER PORTIONS. TOPOGRAPHY FROM THE SUBDIVISION MAPPING OF SEVERAL YEARS AGO, IT THE SITE IS A VACANT LOT ON BADAJOZ COURT IN CARLSBAD, CA- THE BECOMING MORE STEEP TOWARD THE REAR. THE NATIVE SLOPES IN THE REAR APPROACH AN INCLINATION OF 1.7:l (HORIZONTAL:VERTICAL)- THE GROWS VIGOROUSLY ON THE REAR 213 OF THE LOT- TOPOGRAPHY SLOPES MODERATELY FROM THE FRONT PROPERTY LINE, SITE HAS LITTLE VEGETATION ALONG THE FRONT BUT NATIVE VEGETATION __ - -- _- PROPERTY DEVELOPMENT ENGINEERS, I EERING 0 SOILS TE -1- 4 ON JUNE 13, 1984 A REPRESENTATIVE OF OUR FIRM SUPERVISED THE BE USED FOR THE SUPPORT OF STRUCTURES- THE TEST PITS WERE EXCAVATION OF 3 TEST PITS ON THE SITE IN THE AREA MOST LIKELY TO EXCAVATED. SO THAT THE SOIL STRATA COULD BE OBSERVED AND CLASSIFIED IN THE FIELD BY OUR REPRESENTATIVE- AS ANTICIPATED THE UPPER PORTION OF THE LOT HAD HAD SOME UNCONTROLLED FILL P~ACED ON IT- THE DEPTH APPEARS TO BE LIMITED TO NOT MORE THAN 2 EXCEPT IN ISOLATED AREAS- THE LOCATIONS OF THE TEST PITS ARE APPROXIMATELY SHOWN ON FIGURE 1, WHILE THE LOGS OF THE SOILS ENCOUNTERED IN EACH TEST PIT ARE FOUND ON FIGURES 2 AND 3. BROWN CLAYEY SAND FILL OVER A DARK BROW? SANDY CLAY TOPSOIL. THE TOPSOIL LAYER ENCOUNTERED WAS FROM 1 TO 2' IN THICKNESS- THE DURING THE GRADING FOR THE CUL-DE-SAC STREET. BENEATH THE NATIVE TOPSOIL THE SOIL HORIZONS ARE VARIABLE. STRATIFIED LAYERS OF GENERALLY THE SOILS ENCOUNTERED CONSISTED OF 0' TO 2' OF LIGHT TOPSOIL HAD BEEN REMOVED FROM THE SITE AT TEST PIT #Zj PROBABLY SANDY CLAYSTONES, CLAYEY SANDSTONES, AND SILTSTONES IN VARIOUS DEGREES OF DECOMPOSTION WERE ENCOUNTERED- SAMPLES OF THE SOILS ENCOUNTERED WHICH WERE DEEMED TO HAVE AN SUBJECTED TO LABORATORY TESTING- TYPES OF TESTING DONE AND THE IMPACT ON THE STRUCTURAL DESIGN OF THE FOUNDATIONS WERE TAKEN AND RESULTS ARE AS FOLLOWS: SOILS TYPE #1 GRAY SANDY CLAY/CLAYEY SAND (SC) FILL TEST PIT #1 -2-0' MAXIMUM DRY DENSITY 115-5#/~~ OPTIMUM MOISTURE 13.2% DIRECT SHEAR (REMOLDED TO 90%) ANGLE OF INTERNAL FRICTION 34O APPARENT COHESION 250#/s~ EXPANSION POTENTIAL 3.8% SOILS TYPE #2 DARK BROWN SANDY CLAY (CHI - TOPSOIL TEST PIT #1 -2-5' IN'PLACE DENSITY %-O#/CF I N-PLACE- MO I STURE -- 1604% DIRECT SHEAR (REMOLDED TO IN-PLACE) ANGLE OF INTERNAL FRICTION 21° APPARENT COHESION 500#/s~ EXPANS I ON POTENTIAL 3.7% -2- SOILS TYPE #3 LIGHT GRAY FINE SANDSTONE TEST PIT #1 -8.0' IN'PLACE DENSITY 103- 4#/cF IN'PLACE MOISTURE 23 0% DIRECT SHEAR (REMOLDED TO IN-PLACE) ANGLE OF INTERNAL FRICTION 36' APPARENT COHESION 240#/s~ SOILS TYPE #4 LIGHT GRAY SANDY fILTSTONE TEST PIT #3 -5.0 I N'PLACE DENS ITY 112*3#/~~ 19.0% 111 O#/CF IN'PLACE MOISTURE MAXIMUM DRY DENSITY OPTIMUM MOISTURE 15.8% RELATIVE COMPACTION 101% DIRECT SHEAR (REMOLDED TO 90%) ANGLE OF INTERNAL FRICTION 27' APPARENT COHESION 700#/s~ USING THE ABOVE TEST RESULTS AND GOOD ENGINEERING JUDGEMENT BASED ON EXPERIENCE WE HAVE FORMULATED THE FOLLOWING BUILDING DESIGN CRITERIA- FOUNDAT ION'S FOUNDATIONS SHOULD EXTEND A MINIMUM OF 24" BELOW THE LOWEST WITH TABLE 29-A OF THE UNIFORM BUILDING CODE AS A MINIMUM- FOUNDATION DESIGN FOR SPREAD AND ISOLATED FOOTINGS SHOULD BE FOUNDATIONS SET AT LEAST 24" BELOW THE LOWEST ADJACENT FINISHED GRADE-A-ND HAVING A MINIMUM WIDTH OF 12". ALL CONTINUOUS FOOTINGS BOTTOM OF THE FOOTING TRENCH- SQUARE OR ROUND SPREAD FOOTINGS ADJACENT FINISHED GRADE AND BE SIZED AS TO WIDTH IN ACCORDANCE BASED ON AN ALLOWABLE SOIL BEARING VALUE OF. 2000#/SF FOR r. SHALL BE REINFORCED WITH TWO #4 BARS AT 2." BELOW THE SLAB FLOOR ELEVATION OR TOP OF FOOTING AND TWO #4 BARS AT 3" ABOVE THE SHALL BE REINFORCED IN ACCORDANCE WITH THE STRUCTURAL ENGINEERS DESIGN, BUT IN NO CASE Sttktt THE REINFORCEMENT BE LESS THAN #4 BARS AT 12" 0.C- IN EACH DIRECTION- -3- SLAB ON GRADE FLOORS PORTLAND CEMENT CONCRETE FLOOR SLABS SHALL BE CONSTRUCTED 4" IN WELDED WIRE MESH AT THE CENTER OF THE SLAB. AN ALTERNATE REINFORCEMENT OF #3 BARS AT 24" 0-5: IN EACH DIRECTION IS RECOMMENDED. ALL SLAB FLOOR CONSTRUCTION SHALL BE UNDERLAIN BY A 4" BLANKET OF CLEAN SAND, AND BY A MOISTURE BARRIER OF 6 MIL - VISQUEEN. INTERIOR FLOORS SHOULD HAVE WEAKENED PLANE JOINTS CUT 15 0-c. EXTERIOR SLABS AYD SIDEWALKS SHOULD BE CONSTRUCTED WITH NOMINAL THICKNESS AND HAVE A REINFORCEMENT OF 6"XG"XIOGA-XlOGA- OR'TROWELED INTO THE SLAB AT CONVENIENT INTERVALS NOT TO EXCEED WEAKENED PLANE JOINTS AT 5 INTERVALS- RETAIN ING WALLS IT IS ANTICIPATED THAT RETAINING WALLS WILL BE REQUIRED ON THE SITE- RETAINING WALLS SHOULD BE DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 2500#/s~- AN ACTIVE EQUIVALENT FLUID PRESSURE OF 45#/CF MAY BE USED FOR WALL DESIGN, ASSUMING THAT NATIVE SOILS WILL BE USED IN CONJUNCTION WITH PERMEABLE BACKFILL MATERIAL FOR THE WALL BACKFILL AND THAT THE BACKFILL WILL BE LEVEL WITH THE WHEN THE RETAINING WALLS ARE FOUNDED AT LEAST 12* INTO COMPETENT NATIVE OR COMPACTED SOIL MAY BE USED FOR DESIGN- A FRICTION TOP OF THE WALL- A PASSIVE EQUIVALENT FLUID PRESSURE OF 300#/c~- FACTOR OF 0.34 BETWEEN THE RETAINING WALL FOUNDATION AND THE UNDERLYING SOIL MAY BE USED FOR DESIGN- RETAINING WALLS SHALL SURFACE. THE TOP OF THE RETAINING WALL BACKFILL SHALL BE HAVE AN ADEQUATE UNDERDRAIN SYSTEM TO PROVIDE POSITIVE DRAINAGE OF ANY SEEPAGE OR PERCOLATING WATER FROM THE BACKFILL TO THE PROTECTED FROM EROSION BY THE CONSTRUCTION OF A PAVED DITCH INTEGRAL TO THE WALL, SUCH THAT SURFACE WATER FALLING ON THE SLOPE WILL BE INTERCEPTED AND DRAINED TO AN ADEQUATE DISPOSAL AREA WITHOUT DANGER OF EROSION OF THE WALL BACKFILL= SLOPES CUT OR FILL SLOPES ARE NOT ANTICIPATED FOR THE STRUCTURE- INCIDENTAL SLOPES OF LESS THAN 10 IN HEIGHT WILL HAVE A STABILITY SAFETY FACTOR IN EXCESS OF 1.5- SLOPES IN EXCESS OF 10' SHOULD BE REVIEWED AS TO STABILITY ON THE STEEP NATURAL SLOPES ON THE REAR OF THE LOT- -4- GRADING ALL GRADING SHOULD BE DONE IN COMPLIANCE WITH THE APPROVED GRADING PLAN, AND IN ACCORDANCE WITH THE GRADING ORDINANCE OF THE CITY OF CARLSBAD. GRADING SHALL BE DONE GENERALLY IN CONFORMANCE WITH THE ATTACHED STANDARD SPECIFICATIONS FOR THE PLACEMENT OF WILL HAVE TO BE REMOVED AND/OR RECOMPACTED TO NOT LESS THAN 90% COMPACTED FILLED GROUND- THE UNCONTROLLED FILL NOTED ON THE SITE -OF ITS MAXIMUM DRY DENSITY- NO SEEPAGE WAS NOTED ON THE SITE DURING OUR INVESTIGATION NOR WAS ANY WATER TABLE ENCOUNTERED NEVERTHELESS SEEPAGE MAY BE NOTED DURING EXCAVATION AND ADEQUATE STEPS SHOULD BE TAKEN AT THAT TIME TO MITIGATE ANY ADVERSE RETAINING WALLS AND UTILITY TRENCHES SO THAT ADEQUATE COMPACTION IS OBTAINED AND SETTLEMENT IS MINIMIZED- SITUATIONS THAT MAY ARISE- CARE MUST BE TAKEN IN BACKFILLING C- We DAVIS RCE 21719 -5- i t ! : e- '- i ! FREE ENTERPkISES Preliminary Soils Investigation Figure 1 1 \ I -! ! i I b. .. ,! . .. *. 99.0 _.__ SOIL OESCRIPTtON TEmPITW. 1 ELEVATION 216 _I 3" to 6" in thickness, bLocky whm exca~ted 1- i TESTPITNO. 2 ELEVATION 206 I gray, fine silty SiUW - sandstone layered with fissures - blw . brckJn fine mist silty EWSID gray, mist silty SANDS- c mbaerately cemented, friable, layered I - - bot- of pit - 4 SO t L DESCR IPTlON TEST PIT NO. 3 ELEVATION 222 LOO OF TtlT PITS I I JOHN VERNON b ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 STANDARD SPECIFICATIONS FOR PLACEMEVT OF CONPACTED FILLED GROUND Objective: strength to support any structures proposed. The method by which this is obtained is described herein. Obtain filled ground 'which is uniform and has adequate internal Preliminary Proceedures: 1. Permits - Owner shall ascertain the grading permit require- ments of the agency whose jurisdiction Covers the land on which the gradi;x is to be performed and shall be responsible for complying with them. 2. Water - An adequate water supply shall be provided so that compaction of filled ground will not be delayed. 3. Soils Engineer - A soils engineer shall be retained to pro- vide direction in grading, testing for compaction and certification that the grading complies with grading ordinances and with approved grading plans. Grading: covered by filled ground, excavated or needed for brow ditches, swales or other grading appurtenances shall be cleared and grubbed. Trees, shrubs and grass, as well as organic overburden shall be removed from the area to be graded. of as approved by the local controlling agency. consist of trees, shrubs or other organic material. 1. Clearing and Grubbing - All natural surface which is to be Cleared material may be disposed No embankment shall 2. Natural Ground Preparation - Natural ground shall be excavated from beneath embanhent areas to solid material, the exact depth as determined by the soils engineer. maximum density as determined by A.SmT.M, D-1557-70. This material shall be brou ht to proper moisture content and recompacted to not less than 90 2 JOHN VERNON 81 ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONOIDO, CA 92025 TEL. (619) 743-8808 Any existing fill which has not been certified must be removed and recompacted. If the slope of the existing ground exceeds 1' vertical in 68 horizontal, a bench cut level, 10' wide shall be excavated at the toe of the fill. This will allow the embankment to be placed on a horizontal base for more uniform compaction. 3. Embankment Placement - Fill material should consist of native Naterial to be used for embanbents may have rocks with or imported material which has been brought to the optimum moisture content. diameters greater than 12" providing they are evenly distributed in the soil mixture and are at least 3' below finish grade. Pill slopes shall not consist of, nor be founded on, large rocks. Although rocks may be placed along the outside of the toe of the fill slopes. Rock placement in enbankments shall be under direct supervision of the soils engineer. Embankment material shall be placed in layers varying from 60~ to 12" deep depending on soil type, and compacted by suitable compact- ive effort to a density of not less than 90% of the maximum density as determined by A.S.T.t?. D-1557-70. Ffoisture content and depth of layers shall be determined by the soil engineer at the time of grading, and shall be updated whenever embankment sail types change. As the embankment increases in elevation new benchs shall be cut into original ground. Eenches shall be at least 6' horizontally into natural ground, be level and shall occur at intervals to be determined by the soils engineer at the tine of grading. Compaction may be obtained by the use of any combination of equip- ment which will result in an embankment that is properly compacted, uniform in moisture and properly finished to the lines and grades shown on the plans or to those set forth in the applicable grading ordinance. * 4. Additional Grading and grades as shown on the - cut plans slopes or set shall be cut forth in the to the lines applicable X)HN VERNON & ASSOCIATES 1858 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 Cut slopes shall be protected from erosion by brow ditches. Brow ditches shall be either earthen or lined with erosion resistant material as shown on the plans or as recommended by the engineer. Embankments shall be protected from erosion by placing an earthen berm along the top of slope for the entire perimeter of the fill. Where drainage is brought down the slope, the drainage way shall be lined with erosion resistant material to prevent loss of embank- ment slopes. Where eaves are located less than 5' horizontally from top of fill slopes, eaves troughs shall be provided to prevent weakening of slope due to water intrusion. All areas of the building pad must be well drained. Drainage swales shall have a mimimum slope of 1' vertical in 100' horiLonta1 unpaved or 1' vertical in 200' horizontal paved with concrete. Drainage shall be provided to ensure foundations will not be subjected to ponded water. I c 795-8808 LOCATION: SAND VOLUME DATA: INITIAL WEIGHT OF SAND WIGHT OF RESIDUE WEIGHT OF SAND USED SAND DENSITY VOL. OF HOLE 8 CONE VOL. OFCONE VOL. WHOLE EXCAVATED SAMPLE: WET WEIGHT DRY WEIGHT WEIGHT OF WATER W PLACE WETENSITY IN PLACE' DRY DENSITY % MWTURE MPACT TEST DATA: RELATIVE COMPACTION: LOCATION: . 193-8808 SAND VOLUME DATA: INITIAL WElGWT OF SAND .WEIGHT OF RESIDUE WEIGHT OF SAND USED SAND DENSITY VOL. OF HOLE S CONE VOL. OFCONE VOL. WHOLE EXCAVATED SAMPLE: WET WEIGHT DRY WEIGHT WEIGHT OF WATER W PLACE WETDENSITY N PLACE DRY OENSITY % MOISTURE MPACT TEST DATA: OPTIMUM WET DENSITY OPTIMUM DRY OENSITY OPTIMUM WlSTlRE Ye RELATIVE COMPACTION: I n REMARKS: COSTA DEL MAR ROAD -:- CARLSBAD, CALIFORNU 92008 -:- TELEPHONE 714f713-118101438-9111 Ms. Betty Free 3577 Prestwick Circle Oceanside , Ca. 92056 Subject: Lot 157 La Costa South # 1 * January 17, 1985 Dear Ms. Free: Thank you for submitting architectural plans for a proposed duplex resideEce on the above lot. finds them acceptable as submitted with the following requirements: 1. start of construction. Plant list must include type and size of trees and shrubs, common names, and maximum height of trees at maturity. 2. ten permission from the City of Carlsbad and the La Costa Architectural Committee. 3. Exterior color selections must be submitted for our approval within (30) days after start of construction. Submit actual color chips of paints/stains; indicate areas to receive paints/stains; indicate color %f roof material; roof vents must be painted to blend with roof colors. If concrete patio and drive is to be colored furnish chip. 4. KO mailbox or slot is indicated. Mailboxes must be approved for size, shape, color, design and location prior to installation. 5. If exterior water softeners are to be installed, plans for proper screening must be approved by the Committee; brine in no event is to be discharged into the sewer. The La Costa Architectural Committee has reviewed the pians ana' i Complete landscape plans must be submitted for our approval within (30) days after Existing trees along the curb shall remain as is and cannot be moved without writ- 6. TV antennas, poles, wires, etc., are not permitted to be exposed. There is an underground cable television system in Rancho La Costa. For construction and other in€ormation, please call LA COSTA COMMUNITY ANTENNA SYSTEM, INC., 436-3401. TV cable should be joined to your house prior to landscaping to protect your investment. 7. Sunday work is prohibited unless an emergency endangering life or property exists. 8. Construction must commence within (1) year after approval of plans; should the one-year period expire, it will be necessary to resubmit plans. Please advise this office as to the exact date of start of construction. c Approval by the La Costa Architectural Committee is not to be construed as superseding other governing ordinances, nor does it constitute any waiver of require- ments outlined by the recorded Covenants, Conditions & Restrictions (CC&R's) for this . subdivision - ~ ~~~ - ~~ LLV/tc cc: B. Kramer, I. Roston , Nancy Zit tl e , CATV d COSTA ARCHITECTURAL COMMITTEE A 625 North Vulcan Avenue Leucadia, Callfornla 92024 619l753-6491 ban Diesuito Union Hish School District DEDICATIONS OF LAND AND FEES FOR SCHOOL DISTRICTS CHAPTER 21.55 CARLSBAD MUNICIPAL CODE RETURN TO: BUILDING DEPARTMENT City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 FROM: San Dieguito Union High School District (1) Plan Check No. A3535 Property Owner's Name xm Pro j ec t Address ?-4 3S2-7>r4'Jb&PC. cmsna "(""g Project Site Legal Description ,(Q 54 #J ,(of Proje'ct Site Assessor's Parcel No. Project Description - Incl. no. of dwelling units - -.. (2) SCHOOL DISTRICT CERTIFICATION I certify that requirements of Chapter 21.55 of the Carlsbad Municipal Code for school facilities dedication of land and fees have been satisfied for the described p Authorized School District Official DATE SI~N~TURE, T&LE J . LkUCADI-A WUfY 1 Y WA I tR Dl SI tt I C: I APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. submitted. The total charges must be paid to the District at the time the application is APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE M MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRA- TIVE FEE WILL BE REFUNDED. ance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax roll in the same manner as property taxes. If the six-month construction period extends into the sub- sequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll in the same manner as property taxes. subsequent years shall be collected on the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually commences on a different date.: The prorated sewer service charge shall not be required in those applications for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closings on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility, of the buyer. 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. A six-month construction period shall be provided and sewer service charges for the bal- The full sewer service charges for all 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 APPRDVED BY THE DISTRICT BEF'ORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRIq AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLtECTION LINE WITHOUT PRIOR APPWVAI; AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The Inspection Deposit will be refunded upon the completion of satisfactory inspection of the connection to the District's sewer system. cases in which the applicant has paid plan check and inspection fees for a subdivision. The inspection deposit shall not apply in those LOT NUMBER: PHONE NUMBER: e 5 SERVICE ADDRESS: 3474 u, - r- TRACT DESCRIPTION: TYPE OF BUILDING duplex ICs #1 ASSESSOR'S PARCEL NO: 216-190-51 NO. OF UNITS - CONNECTION FEE : LATERAL SIZE: : EASEMENT: 8 3000.00 EXTRA FOOTAGE- @$ / Foot EXTRA DEPTH: @$ /Foot LATERAL FEE -- ~~ INSPECTION DEPOS IT PRORATED SEWER SERVICE ~- FEE TOTAL PAID BY: CASHCHECK NOW RECEIVED BY: B. Savill 500.00 100.00 The undersigned hereby agrees that the above information' given is correct and agrees to CI 2/26/85 17146 & 47 Date Account No. DCJCUMENTRTICIN FORM - RESIDEN-TflL TITLE 24 Project: RES1 DENCE Plan check # Addr~s~: BAOAJClZ PL. CA\RLSE&D:. CA Datee ci w n e r: EETT'r' FREE Check. 2d b\/ BADAJGZ PLdCE Documenbed 9y T. Topham CARLSBfiD, CA. Eate 1/14/85 - -- FLUOR AREA 4955 GLASS AREA 17~ GLASS 34.~3 GLJYPE DBL SH. COEFF. A& ATTIC :[ 50 - I_ - WALL INSULATION R-11 ROOF INSULATION R-19 FLOOR INSUL, R-I? - - C O M P L I AN C E N Q T E S 1. SOLAR MATER HEATING 2 - ARCHER ARRCW 38 SGLAE PArdELs, 1 - MORFLOjAMERI CAN MODEL SSTA-6S-EXVa 66 GAL, SOLAR STORAGE TAPlt:; AND 1 - MOR-FLO/AMERI CAN MODEL GVF554Tv 50 GAL. GAS MATER HEATER AS i3ACKUP, PER EACH UNIT. c o rst PL I c E MET HOD FUINT SYSTEM as per "Ai3163" COMPARISON METHOD for PKG. E ZONE 7a FORM 2R GTTACdED.