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Home My WebLink About2424 BADAJOZ PL; B; 85-35; PermitDECLARATIONS II OWNERIBUILDER LENDER WORKER'S COMPENSATION -1 7- + < r 1 C 1 I r c 7 ?+-I-- - 3 4 I -F m O! - 1 cn Ni in ig rn n D 0 6 R m Lo v) 0 R c D 3 O I V w - = V D z c) I m n X r ~E c 'rn c c rr 8 c c c c c - a - c - c K c z V m a 5 + 4 ~ =i I v) n, 3 h 11 T- n - D m vi !G n rn rn v, 73 D < D ID r- rn '5 IP c :'- i 'g NN 0 18 E r P c 1 1 1 White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor Pink - Appllcant Gold - Temporary File 8 C 3 I rn r n 3 4 3 n - 3 !J a - z --I rn ro 0 n r I 5 I Q rn U m 5 C I P 0 D rn 0 c I) m 0 --i I I 4 v) U m 0 P r 1 -I- 1 RECEIPT 1200 ELM, CARLSBAD, CA 92008 TEL. (619) 438-5525 I. * 8 MISCELLANEOUS FEE RECEIPT Job 4,' Address J - Owner -_ Mailing Address * PLAN CHECK FEE 01 00-00 8806 r- /. VALUATION .."* 1 , . , fl- \ DEMOLITION HOUSE MOVING PARKS AND RECREATION FEE PUBLIC FACILITIES FEE SCHOOL FEE - DISTRICT Carlsbad Encini tas San Diego San Marcos- CERTIFICATE OF OCCUPANCY e' ..,,'<. . City Zip Tel. Contraclor : , . .. . ?' I. ..- 7, c .. . ;p , ? Address State Lic. S Classil COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION i/ I- 3 I ,-? c '-2 C f \ -,:>,* (< t ; iI ASSESSORS PARCEL NO I n DESCRIPTION OF WORK && 4 A d 0 n n n TOTAL FEE '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. COMMENTS White -'Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assessor 8 -FtNAt 6UtLDtNG INSPECTION 4-3-26 PLAN CHECK NUMBER: :5 - 35 DATE: PROJECT NAME: ADDRESS: 2424 A & B aadajoz Place PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: Duplex NUMBER OF UNITS: 2 CONTACT PERSON: Mi ke CONTACT TELEPHONE: 749-3062 INSPECTED DATE BY: INSPECTED: APPROVED ~ DISAPPROVED WHITE: Suspense GREEN: Engineering CANARY: Utilities PI Rev. 1/86 "?i PROJECT NAME: ADDRESS: PROJECT NO.: UNIT NUMBER: TYPE OF UNIT: Duplex NUMBER OF UNITS: CONTACT PERSON: CONTACT TELEPHONE: 1% DISAPPROVED ~ INSPECTED DATE By: INSPECTED I INSPECTED DATE BY: INSPECTED: APPROVED ~ DISAPPROVED ~ 1 NSPECTED DATE BY: INSPECTED: APPROVED ~ DISAPPROVED ___ 1 COMMENTS: Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD Fire dltp of CarIs’bab REQUEST FOR INSPECTION RECORD REQUESTED BY BUILDING 0 FOUNDATION C REINFORCING STEEL fl MASONRY 0 FOOTING, 0 SLAB 0 GROUT - GUNITE 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING Cl SEWER AND PLlCO 3 TOP OUT PLUMBING 0 TUB OR SHOWER PAN GASTEST 0 WATER HEATER C SOLARWATER FINAL *I I -... ?’ *- --, 9% c/ ELECTRICAL J FER GROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL M I SC ELLAN EOUS CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO 0 POOL 0 SPA SIGN C GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS I -- - . I, Ready For Inspection: 0 Monday Tuesday 0 Wednesday 0 Thursday :-D A.M. P.M: REQUEST FOR INSPECTION RECORD TIME: INSPECTOR PERMIT NO. DATE: -. PERSON TAKING REPORT 0 FOUNDATION 0 FOOTING 0 SLAB n REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR C FRAME 0 EXTERIOR LATH \ ZE:rL\TH OR DRYWALL 0 FINAL PLUM BIN G 0 UNDERGROUND PLUMBING (7 SEWER AND PLlCO C TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST WATER HEATER 0 SOLARWATER 0 FINAL J. ~~ ELECTRICAL 3 TEMPORARY SERVICE n UFFER GROUND ROUGH ELECTRIC POOL BONDING 0 ELECTRIC UNDERGROUND 0 ELECTRIC SERVICE FINAL / d" I / MISCELLANEOUS / 0 CONDITIONED AIR SYSTEMS SOLARHEAT c1 PATIO 0 POOL 0 SPA 0 SIGN C GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday C Wednesday 0 Friday 0 A.M. 0 P.M. Citp of Carl&bab ' REQUEST FOR INSPECTION RECORD BUILDING 0 FOUNDATION 0 FOOTING 0 SLAB 0 REINFORCING STEEL o MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB 0 SHEATHING 0 ROOF SHE 0 FRAME TERIOR LATH INSULATION r 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 SOLARWATER 0 FINAL ELECTRICAL C TEMPORARY SERVICE C: UFFER GROUND C ELECTRIC UNDERGROUND C. ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL __ .- MISCELLANEOUS 2 CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO C POOL [7 SPA SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS ~~~ ~ ~~ Ready For Inspection: 0 Monday 0 Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. Citp of CarI~bab I REQUEST FOR INSPECTION RECORD I N S PECTO R PERSON TAKING REPORT BUILDING 0 FOUNDATION 0 FOOTING 0 SLAB 0 REINFORCING STEEL n MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR ~RAME 0 EXTERIOR LATH 0 INSULATION n INTERIOR LATH OR DRYWALL 0 FINAL PLUM BlNG &UNDERGROUND PLUMBING C SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN I7 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL ELECTRICAL 0 TEMPORARY SERVICE n UFFER GROUND ~LECTRIC UNDERGROUND 0 ROUGH ELECTRIC &* POOL BONDING 0 ELECTRIC SERVICE 0 FINAL MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS C 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 Thursday 0 Friday 0 A.M. 0 P.M. ditp of darIbs'bab* REQUEST FOR INSPECTION RECORD TIME: INSPECTOR PERMIT NO. DATE: m, REQUESTED BY I BUILDING 0 FOUNDATION 0 FOOTING 0 SLAB C REINFORCING STEEL C MASONRY C GROUT - GUNITE FLOOR AND CEILING SUB FRAME 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL I PLUM BlNG 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 0 TEMPORARY SERVICE n 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. \ Cttp of 4CarIasbab I REQUEST FOR tNSPECTION RECORD TIME: INSPECTOR PERMIT NO. DATE: OWNER .-/ A 5 ADDRESS bc y7-y /9& REQUESTED BY ONENO. 7y9 +6% - PERSON TAKING REPORT / 1 ELECTRICAL 0 TEMPORARY SERVICE n UFFERGROUND C MASONRY ELECTRIC UNDERGROUND 0 GROUT - GUNITE 0 EXTERIOR LATH O INSULATION INTERIOR LATH OR FINAL 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST C WATER HEATER 0 SOLARWATER 0 FINAL U MISCELLANEOUS CONDITIONED AIR SYSTEMS SOLARHEAT POOL SPA 0 PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS t Ready For Inspection: Monday 0 Tuesday 0 Thursday 0 Friday .._ 13 A.M. P.M. - mUEST FOR INSPECTION RECORD INSPECTOR PERMIT NO. DATE: OWNER ADDRES REQUESTED BY A BUILDING OUNDATION 0 FOOTING 0 SLAB F ~~FEFW;;ING STEEL n GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME fl SHEATHING 0 ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL 1 ______ 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 I ELECTRICAL C TEMPORARY SERVICE C: UFFER GROUND 0 ELECTRIC UNDERGROUND ROUGH ELECTRIC 0 POOL BONDING M I SC E L LA N EOUS 0 CONDITIONED AIR SYSTEMS 0 SOLAR HEAT 0 PATIO 0 POOL SPA 0 SIGN C GRADING C DRIVEWAY FINAL SPECIAL INSTRUCTIONS Friday x Ready For Inspection: Monday 0 Tuesday 0 Wednesday 0 Thursday 0 A.M. 0 P.M. Qcl tp of 4CarI$bab ' REQUEST FOR INSPECTION RECORD PERSON TAKING REPORT BUI LDlNG I 0 MASONRY GROUT - GUNITE C FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR C FRAME n EXTERIOR LATH n INSULATION INTERIOR LATH OR DRYWALL I PLUMBING V 0 UNDERGROUND PLUMB 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN GASTEST 0 WATER HEATER C SOLARWATER C FINAL / ELECTRICAL n TEMPORARY SERVICE MISCELLANEOUS C CONDITIONED AIR SYSTEMS SOLARHEAT C PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING DRIVEWAY FINAL SPECIAL INSTRUCTIONS Ready For Inspection: Monday Tuesday Wednesday C Thursday 0 Friday 0 A.M. 0 P.M. Citp of VCarls’bab. REQUEST FOR INSPECTION RECORD UNDATION 0 FOOTING 0 SLAB INFORCING STEEL ASON RY 3 GROUT - GUNITE 7 FLOOR AND CEILING SUB FRAME 3 SHEATHING ROOF 0 SHEAR 3 FRAME 3 EXTERIOR LATH 7 INSULATION 0 INTERIOR LATH OR DRYWALL 3 FINAL I f, ‘ PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST WATER HEATER 0 SOLARWATER FINAL ELECTRICAL 0 TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING/ MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLARHEAT 0 PATIO C POOL G SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS I Ready For Inspection: 0 Monday 0 Wednesday Thursday 3 Friday 0 A.M. 0 P.M. Citp of CarIs’fiab REQUEST FOR INSPECTION RECORD I NS PECTOR PERMIT Na DATE: FFER GROUND C MASONRY LECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING C GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAmE C SHEATHING C ROOF 0 FRAME 0 INTERIOR LATH OR 0 INSULATION EXTERIOR LATH n FINAL PLUMBING n UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING i TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLARWATER 0 FINAL -\ 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Thursday 0 Friday 0 A.M. 0 P.M. & IC REQUEST FOR INSPECTtON RECORD TIME: K30 I N S PECTO R OWNER ADDRESS REQUESTED BY /z1 /&@ J PHONE NO. 1 PERSON TAKING REPORT ~ BUILDING WF~UNDATION FOOTING SLAB 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME 3 SHEATHING 0 ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL n FINAL PLUMBING 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER C SOLARWATER C FINAL ELECTRJCAL Ll TEMPORARY SERVICE 0 UFFER GROUND 0 ELECTRIC UNDERGROUND ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL 0 SOLARHEAT 3 PATIO 0 POOL C SPA 0 SIGN C GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS For Inspection: 0 Monday 0 Tuesday 13 Wednesday asday ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560144% J UR I SD I C TI ON : Ch72 L SL%%& 0 0 0 0 PLAN CHECKER FILE COPY 0 DESIGNER 0 UPS 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: 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: CORPORATION .' L 4 * -. 0 APPLICANT COPY 0 CITY COPY 0 PLAN CHECKER COPY Citp of Qarbfiab Subait fully dimansionad plot plan drawn co acalm shwlnq 1ocrtiOn aixm, And usa oL AIL axiatinq and proporad st~cturms on Cha Lot. Ldantify proparty linaa and JhOU lot dh0nJiOnJ And AIL 0AA.YDtS. Shw 10CaCiOn Of A11 CUt Or fill Sl0p.S and AppCOXhC. finish floor .l*VAtiOlU for a11 stNCtUra8 and ahw al.VACiOIt¶ At dl cornars. S.C. JOZfbl7. Indicata dirtanca trm cancar-lina of rtrrt or allmy to proparty Lina And dirtan- Lra cuch to property lina. Sac. 302tbt7 Plana. rpacifieationr and ba signed by A California Stat. lieanad Wall. elorar than I fmec to prop.rty tinos shall ba onm-hour fire-ratad construction, 1.000 square raet on any rioor. (Tabla S-A Sac. 1709(aJ .. havr 116 openings, and Shall hAtn 30 inch parAp.tJ when tho building f1-C area a%C..da Projactions, including amna.sha11 k oom- hour Lire-resistlva construction, heavy timhr or of non-epmbuseible m~torial if they project into the 3' rotback fra Show location of permanently vlred &kc Data initial plan chack coaplatd.*'E MRMRO: PLEASE Rm Td(619) Plan chwk i8 Ximitad to teehnica the property Una. See. 1710 contained in tha Uniform Building Code, Uniform Plumbing Coda. Uniforn mehanical Coda, National Llaetrical Coda and state 1.- regulating anergy detector. See. 1210 mnsmrvrtion, nofsa aetanuation and aCCa.8 for the hndiupped. ?ha plan chack is b8d QA R(XW SIZES. LIGAT, VZNTIUTIOHS AND GMLm r.gulatlon8 mnforcad by tha Building Xnsp.criOa Dapartmmnt. You MY hva othmr eorretionr Ono room must contain A rinhum of 1SO squarm basad on laws and ordinances anforeod by tha fear of ruperficial Cloor dCC(L. See. 1207fb) Ifabltablo roams. other than kitchens, Shall Planning Dapartment, rngineering hpartmnt Or other dmpartmants. contain at least 70 square feet Of floor Yiadov area must ba at leaat 1/10 of thm floor arm. and a nlnirur of 10 ~pu~r~ feat per Sac. 1207faJ. Appears to b. deficfont in modification or clung.. te b. satisfiad baform chm plana will k in conforranca with tha cited codms and ragulatfona. Per Sac. 303 (el. 1979 unlforn Eiuildinq Coda. tha approval oC rha plans doaa not parmit thm vtolacion of any stat., eounry or city law. Tha fteu circled bdw naed clarification, ICE.. Sac. 1207fbI All circld it- hH *. . 0 nable wind- area must bo 1/20 of tho In bathroom. laundry rooms and aimllar /Y tr ooc ACOA and a minirun of 5 squara feat. :s . room. Miniam is 1.S aq.ft. (Sac.lZOSla) Ona-half of a11 rmquirmd wind- arm NJ~ k opanabla in PIaasm Mkm aii corractions oa the original tracinqs and subpit two nw amta of prints, and any oriainal DlAn smta that MY havm bean riturnid to iou by tha jurisdicrion, Provida rChAnkAl ventilation crpablm of provldlnq five air ehanqar por hour In rooms And aidlac COQU if raqulrad rindas arm not provldad. Sac. 12OSI.I hthrms. WACmC C108aC Cap.rtmlltl, laundry et 1 @&e PZTdE ke2-L a?. &#/5 -a /4ccr;s 'TO fACi1lCAta rachmeking, plmAl* id*ntify, naa: Co aach circled ltmm. tha ahmat OC thr plans u-n uhleh each corraetion on this shaat has kan uda And rmturn thia U' chack ahmat rlth tha raviaad plana. Indlcecm on plana tha naw of tho 1aq.l ovnmr and MUW of paraon rmaponalblm for cha prmpration 31 tha plana. SK. 3021bJ No habitable room. oehar than a Utchon. ahall b. 1.8. than 7'0' Ln Any dimanalon. Sac. 1207tc) Shor that C*illng halpht lor hablCabl# rooms 1s A minimum of 7'6.. sac. 1~71~1 . .$ .. .' . \. Show ceiling height for laundry rooms. hallways. corridors, and bathrooms is a minimum of 7'0". Sec. 1207(a) Provide 30' clear width for water closer compar:ments and 24' clearance in front of water closet. Scc. 1711(b) No cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec. 1208 Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent :o walking surfaces. Sec. 5406 /d Handrails shall satisfy the following: a. Provide handrail for srairuays-ove-r~~ 30' high when serving a single dwelling. Title 24, Sac. T25-22fb) Handrail shall be 30' to 34" above the nosing of treads. Sec. 3305lj) A Lb Handrails shall 'have a space not less than I 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-sectiona1,dimension. Sec. 33OSCj) (see attached) @ d Every stairwav landix shall have a dimension. Glazing in shower and tub enclosures (including windows) shall be tampered. laminated or approved plastic. Sec. I711 (f)(q) Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall noc exceed 44" above the floor. The window 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 Eaves and cornices may not project into a required yard more than 2 inches €or each Loot of yard width if required windows open into the yard. Sec. 1206(d) A mezzanine fr 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 a clear height of 7 feet, above and below,and must have 65% 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 D. EXITS, STAIRWAYS. AND RAILINGS . Floors above the second scary shall have not less than 2 exits. Sac. 3302(al Required exit doorways shall be not less than 36' in width and not less than 6'4' in height, and shall be capable of opening at least 90 degree?. Sec. 3303(a1 ;d / ' measked in the direciion of travel, at teart equal to the stairday width. See. 3305(g) A door may open over a stai-may Landing provided 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 width of the stairway. Sec. 3305lgl A door may open inward at the top step of {a stairway provided the top step is not more than 7 1/2' lower than the floor level. Sec. 3303(i)2 ;f' #. Provide details of winding stairway. a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. b. Maximum rise is 9 inches. E. Minimum width is 30 inches. Sec. 330Sfd) (see attached) f Provide spiral stairway details: a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. 5. Uaximum rise is 9 l/2 inches. c. Minimum headroom is 6 feet 6 inches. Sec. 3305(f) [ see attached I Sprial stairways may not be used €or required exits when the area served is greater than 400 sq. ft. Scc. 33OS(f) #. Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Sec. 330S(f) d: Provide I.C.8.0. Rcasearch Xeport and Number ' for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairvav fabrication shall Provide 36' high protective railing €@r porches, balconies, and open sides of landings. yawimum opening between railings shall be less than 9'. Sec. 1716 be done under special inspection per the Show how guardrail connection details are and Sec. 306ffl adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-8 ' 3/4 hour fire-rated assemblies for all Provide stairway and landing details. Sec. 330S(b) c (cl way. An exit balcony with 2 separated a. Maximum rise 8" and minimum run is 9'. approved fabrication plans. Sec. 306(a)4B In buildings over 2 stories in height, provrde openings in the exterior wall below or within 10 feet horizontally of an exterior stair- stairways is exempt. Sec. 3105 b. Minimum head room is 6'-6'. e. Minimum width is 30'. 16. Exterior stairways shall not project into the 1 foot setback from the property lines. Stc. 330S(nl ?he walls and soffits of the enclosed useable ' space under interior stairs shall be protected cn the enclosed side as required Cor one-hour fire-:esistivc construcz;on. Sec. 3305(m) 8inimm construction specifications shall be made a par: of the approved planS. (See actachedl E. ROOFING Specify roof pitch. Roof pitch is not adequate for roof type specified. Specify minimum pitch of Specify roof material and application. . Specify I.C.9.0. approval number for roof materials not covered in UBC. Specify roof slope €or drainage or design to support accumulated water. See. 3205(a) Show roof drains and overflows. See. 3207(a) . Provide skylight details to show compliance with Sections 3401 and 5207 or provide ICBO approva 1 number. . Provide plastic roof panel details to show 7 compliance with Section 5206 or provide ICBO number. Show attic ventilation. Uiniaum vent area is 1/150 of at+ic area or 1/300 of attice area if at least 50% of the required vent is at least 3 feet above ceiling joists. Sec. 3205(cl E. UASOWRY A. Provide' fireplace construction details or note construction to be per attached fireplace standard drawing. See. 3707 Show veneer support and connections comply with Sac. 3002, 4.5.6, and Sec. 2516Ia) regarding ties and #9 wire in horizontal joints or note constructian to be peractachcd 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. See. 2310 Provide material specifications €or mortar. grout, masonry and reinforcing steel. Sec. 2403 Show how masonry house walls retaining earth Note that special inspection of the msonry will be required for Jd. Show height and construction details of y- are to be waterproofed. Provide detail. C. CARACE AND CARPORTS 10b;Garaoe reauires one-hour fire Drotection .. 10 on tie gaiage side of walls and ceilings common to the dwelling. Table 5-8 Sec.j03(b) .All elements supporting floor above garaqe to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and posts, not within the wall or ceilinq 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 scif-ciosinq door for openings between garage and dwelling. Sec. 503ld) a room used for sleeping purposes. S+c. 1104 require self-cloqinqdoor$and stationary windows. Sac. 1214 over garage opening, lateral cross bracinq at plate line and method of bracing garage front. Chapter 23 NOTE: Hinimum plywood diaphragm ratio is 3 1/2 to 1 or 2'8". Table 24-1 106. Doors between dwellings and attached garages may swinq in either direction provided the 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 Suilding. additional steps or landing must be provided in accordance with stairway requirements, and the door must not swing over the depressed level. [see 33OJfil2 and 3305 (91. 108. Provide 18' raised platfonts for any FAU. water heater. or any other device which may generate a flame or spark. shall be installed behifid raised platform(s1 prior to Crarning platform. 103. Garages are not pennitzed to open into 104. Openings between carport and residence 105. Show garage framing section, size of header 109. Note that continuous fire wall protection R. FOUNDATION REQUIREMENTS 119. Note on plans that.A soils engineer shall evaluate any unanticipated uncompacted fill or expansive soil or other soi: problems disclosed during construction". Sec.306ta112. 120. Submit soils classification determination by a licensed engineer or architect .based on observation. tests, borinqs, 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 allowable bearing value. See. 2905 the soil reporz recornendation 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 Euilding Department foundation inspection, the soils engineer shall advise the Building Official in writing that: I. the building pad was prepared in accor- dance with the soils report: 2. the utility trenches have been properly backfilled and compacred, and: 3. the foundation excavations. forming and rtinforcement comply with the soils report and approved plan.' 125. Provide spread footings for concentrated loads designed for 1,000 PSF soil btArlng or per bearing value as determined by an engineer or architect. Chapter 29 . .- I . ./I WUYlLR Of SlOllES 1 - 9 3 :: DLnW or fOUNOATI0W TMICKNLSS Or Of OI NATURAL RUNOATION WALL fOOTlMC rOOTlNP SURfACL WlOrn TnlCXNETS lCL0W (lunar) :Inches) (Inches) 01 EIOUND AN0 FINISH GRAOE CONCRETC d!tny (hmtmri 6 6 11 6 12 8 8 15 7 I8 10 10 18 8 24 . $how height of all touridation walls. Chapter 23 . Shov height of retained earth on all foundation walls. Chapter 23 9. Show distance of foundation to edge of cut or €ill slopes and show steepness and heights o€ cuts and fills. Chapter 29 . Jote on glans that wood shall be 6' above finrsh grade. Sec. 24lilcJ 7. . Note on plans that surface water will drain away from burldinq and show drainage pattern and key elevations. Sec. 2905(€1 1. Dinension foundation per Table 29A. 7 d $ TABLE NO. 29-A-FOUNDATIONS FOR STUO BEARING WALLS-MINIMUM REQUIREMENTS + Show foundation sills to be pressure treated, or equal. See. 2517lcI 3. 133. 134. 135. 136. 137. Show foundation bolt sire and spacing. See. 2907(eI Specify size, KCBO number and manufacturer of power driven pins. Show edge and end distance and spacing. See, 306If) Shw sire, imbedment and location of hold down anchors on foundation plan. Sec. 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. See. 231l(el Show stepped footings for slopes steeper than 1:lO. Sec. 2907(c) Show minimum 18' clearance from orade to AI bottom of floor joists and minamum 1 c=rance -&5Z Show pier size, spacing and depth into Show minimum under floor ventilation equal to 1 1/2 sq. Ct. €or each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate- ly opposite sides. Sec. 2517 Show all joists. rafters, beams. and posts Fir-Larch or better. All posts and beams 5' and thicker shall be No. 1 Grade Douglas Fir-Ldrch or better. (Table 254-11 Show wall bracing. Every exterior wood stud vall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in brace or equivalent. Sec. 2518fgJ5 7 2' to 4- thick to be No. 2 Grade Douglas Note crass bridging or blockinu. Floor joists and rafters %ore than 12' in depth and spanning more than 8 feet shall be supported laterally by bridging ac intervals not exceeding 8 feet. Sec. 2506iql Show blocking at ends and at supports of floor joists. and for rafters at exterior walls. Sec. 2506(g) at exterior walls on trussed roofs. Sac. 25064gI be doubled under beariaq partitions running parallel with the joists. Sec. 2518ldJ 5 Shw rafter ties. Rafter ties shall ba spaced not more than 4 feet on center where rafters and ceiLing joists.are not oarallel. Sec. 2518Ihl Y / fl 1 4. Show tdid~biodcinq at ridge line and . Show double joists. Floor joists shall Show rafter purlin braces to be not less than 45 de rees to the horizontal. Sac. 25181%) 16.9. Show 1/2' minimum clearance beween top plate of interior partitions and bottom chord of trusaes. 1To ensure loading will be as designed.) Show nailing will be in compliance with Table 254. . Provide fire stops between stories. between and floor 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 stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions. at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2517Ifl 172. Shov stud size and spacing. Xaximum allow- able stud heights: 2"x4"S !6' is 14': 3"~4"&2'x6'? 16"o.c. is 20 . Sec. 251B(gI2 Note an A.I.T.C. Certificate of Compliance €or glued laminated wood members shall be given to the Building Inspeczor prior to erection. Sec. 306(f) 174. Detail all post to beam and post to footing connections. See. 2517(c) 4 175. Specify nail sire and spacinq for all shear walls, floor and roof diaphragms. indicate required blocking. Haintain maximum diaphragm dimension ratios. (Tables K.J.IO. 176. Show 3.~4' or 2.~6' studs in first story 177. Provide truss details and truss calculations. 178. Provide roof framing plan. Sec. 302la17 179. Provide framing aections through fl top story and roof space, at ceilings of three story building. Sac. 2518If) ~~ Section 302lal 7 180. Specify all header sizes €or opening over 4' wide. Sec. 2518lg) 7 181. provide calculations €or Section 302(a) 7 exterior locations. mod columns and posts shall be supported by piers projecting at least 2' above the finished grade and shall bear on a metal base place or treated wood unless the columns or posts are €oun- dation grade redwood or cedar. Sac. 2517lcll 182, In areas subjeci to water splash and in tx Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. See. io8 i 709 UK Show location o€ attic access with minimun size 22' x 30'. Sac. 3205 Show dra€t separation :or attic areas in excess of 3.000 sa.Ct. Sec. 3205 209. Note that passageway to :he attic fu:nace shall be unobstructed and have continuous solid floorinq not Less than 24 inches wide. Sec 708 UMC 210. Show permanent electrical outlet and l~lightinp rxture controlled by a switch for the attic furnace. - Sec. 708 UHC Show details to comply with Sec:ion furnace under the floor actio arric rurnaee, or d7lO f Show drsft separation for spact between dropped ceilings and floor above in axcess of 1.000 sq.ft. See. 2517 tication index. Table 25-J ridge as a aeam. Sec. 2518 (h) Specify plywood grade and panel When roof pitch is less than roof or outside furlace. piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC Sec. 1706la)6 . Note on plan, qas vents and non-combustible Wood shear walls shall not be used to resist horizontal forces contributed by nasonry in buildings over one story in height. Sec. 2516(b) Gypsum lath and plaster, gypsum sheathing board and qypsum wallboard shall not be used in vertical diaphragms to resist X. ELECTRICAL (National Electrical Code) forces imposed by masonry or concrete construction. Table 41-1 If cripple wall studs are less than 14'. framing shall be solid blocking. Sec.2518(g)6 All wiring shall comply with the National Electrical Note on the plan the amperage o€ electrical service. -y - IC the electrical installation is more Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when suppotzing 2 stories. Sec. 2518(gl6 Shov plywood sheathing over exposed eaves, a. Wiring method employed. or other weather exposed areas, is exterior grade. Sec. 2517(g) 3 Shov a weeD screed at the foundation plate than 200 amperes, show panel location and provide a single line diagram and load calculations including: b. Sizes of all conductors. switches, circuit breakers, fuses. and conduits. e. Approximate length of service feeders. d. Provide plot plan showinq services, line on ali exterior stud walls to be- stuccoed. Sec. 4706(e) Provide an approved waterproof building paper unaer wood siding. Sac. 1701(a) Specify an approved flashing for exterior openings and parapet walls. Sac. 3208 Show corridor width to be minimum 36'. Sec. 3304fb) Specify truss layout for 30" x 30" attic Ridges, hips, and valleys shall be at least one sire larqer than supported rafters. Sec. 2518(h) 3 Provide metal straps across ridge beam ,y and rafters. J. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Unifora aecpanical Code. all panel locations. circuit arranqement and load distribution on panel busses. Provide typical panel schedule(s). Dwellings recpire minimum 100 amp service. location of all electrical receptacle*. . Electrical receptacle locations and/or spacing is not adequate in At least one receptacle shall be installed outdoors, in basements and attached qaragcs, - other than laundry outlets. Art. 210-25(b) Shw the size, location and type of all heating and cooling appliances 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 temperatotre of 70. F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1211 Show minimum 30" deep unobstructed working space in front of furnace. Note on plans.clearances to be per manufac- turers listing. Sec. 704 ilMC Furnace shall not be installed under any rrairvay. Sec. 704 UMC Furnace shall not be installed in any bedroom, bathroom, closet, or in confined space with access only through such room. unless suecified as direct vent appliance. Q2d. Note "VFER" ground to be provided (NEC). Art. 250-81 A- - 1. PLUMBING (Uniform Plumbinq Code) A11 plumbing shall comply uith the Unifrom 2?y:ovcqdwS;r heater size. type and location on plans. . Shov method of providing combustion air to fuel burning water heater. SQC. 1307 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Sic. 1309 Provide adequate barrier to protect wacer heater from vehicle damage. Sec. In0 Show T and P valve on uater heater and show route of discharge line to exterior ' Sec. 1007le) Sac. 1903 Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow Prevention devices. Sec. 1003 242. Provide dryer vent to outside. UMC 2 4. Shower stall shall acconmdace a 3O'circle and have a minimum floor area of 900 oq.in. UPC 909(d) J enclosed- furnace or electric heating appliance. See. 704 UnC Show IC30 approval for prefab fireplace and provide approved installacion instrictions at job site. B(LM;1 CaSERVATIOM: ?lemma Red Nmu Stat. Handatad Raqulatians (Calif. Admin. Cod.) kc~. mffectivm June 16. 1983 and requirm that eh. design satisfy am of thm alterrtivr enmroy packages Isma aCt.chmd p~cluqem A, 8, C. 1. 2. 3. 4 and AB 1631. ma law also raquirer that many lunda~~ry ConsUrvation items be satisfied. is in tone . Copims of thm Rmsidencial Enargy Conservation Uanual may k obtainsd from: Publicationa Unit. California Lnergy Commission. 1111 Wove Avm, -40, Sacramento. California 95125. (Tel. (916) 920-621611. California Build- Officials also nurntain a talaphona 'hotlinm' bacrmn l0:OO A.M. and Uoon and ~:OO P.n. to 4800 P.W. at (910 456-3023. ma on tho titlm 8hmmt of thm plan.. the alternative enmrgy packaqm that Wa selrcted i.m. A. 1. C. 1, 2. 3, 4, or AB 163 to show collpllancm, and prwid. calculationa and 0th.r data, appropriate to thae salected pcluqm. Thm responrible deSign8r should a stacewnt. on the Dlan title sheer, 'The design submitted subatantially eonforma to the Enmrgy Requlationa for Residmncial Buildings.. Show thm 'R' valum for the walls and ailing and related araaa. Note that the insulation used shall Comply uith California Quality Standards. Note the insulation installmr shall post a signed certiflcata. in a conapicioua place in the building, s.catinq tho Insulation complies uith Titla 24. Chaptar 2-53 and Title 20, Chapter 2, Subchaptar 4. Artrclm 3. Note doors and windova. including skyliphta. batucen conditioned and non-conditionad space shall bm fully wathorserippd. Note on thm framing plan thac wacher- strrpprnq. caulking or sealantr wst k used to limit filtration in thm buildrnq envelop at thm follainq loeatioae: bterior ]ornts around uindwa and door frames: between uall sole plates .and floorm, ad Lictu-en exterior UUA panels. p.necrarions in uallr. ceilings. and floors for plumbing, rlectricity. and qar 1rnc.s: opmunqs in attic floorsr and all other openings in the buildinq enve I ow. Note cnat doors and uindors to be nrtif1.d and lataeled as Coaplying rich the mmrqy bgularrona. Mota fans erhausrrng arr to have back draft dampars. l.f Note ac the estertor wall tsreplacm 'Ilr-DlaCe tchavm minimum srx squarm Inches of outrrdm air: co have piam8 or ~mtal door covmrinq the entire opaninq of the firebox: LO have tight-littinp damper with readily accessAblm control and should not have a continuoue burning pilot light'. Note duets shall comply uith Chapter 10, 1976 UCIC and shall ba tightly sma1.4 4th uuatic or tape. Note. where water heater is in uncondilionrd space. the first five faet of outlet pipe to havm R-I urap. Note a11 circulacinq hot water pipma in unconditioned spacer shall k insulated. shall comply with the energy efficiency Standards. Show, at bath and kitchmn. that thm general lighting shall have an efficiancy of not lesa than 2S luxns par watt i.8. florescent. Note that heacing or cooling aystmma tcxcept heat pumps1 shall havm an autouric thmrmostat with machanism uhich can k manually prograred to autoutically set back the thmrmstat sat points for re loast tu0 pmiods within 24 hours. Show the sism. typa and location of tnm spmr heating lor cooling1 symtr and provide enmrqy calculations if tbe ourput OTU/Hr. exceads 45,000 aTu/ur. aleput. arm on s~er approrrd lime. Qucdoor pools ~Itn tOSarl tu.1 hmACmm rmqurrr pool eovmra u rll u ocnmr enerqy ravrnq d.vraa sue 4s Cue CiocXS. as. 720-1408 nrsmmus 301. Show a minimum 2' air space and flashing between planter and burlding walls. See. 2517Ie) Specify autmrial co be usmd onder Lie shower tile. See. l?07(aI Specify lath and plaster co comply vir3 Chapter 47. UBC. Two 3/4' copper pipes must be installed from water heater location to convenient , location oL future solar panels (City Ord.) . Provide sleeves (:oaf jacks) in roof tor cuo futire 3/4- copper pipes to emvcnient location of Zuture solar panels (City Ord. Nose :nat solar wafer piping is to be insu in areas %bat ace '02 3caced =t tooled. fl (City Ord.) . 0 Bublding plana arm subatancially corrmct and complerm. Date1 6i Id i ngg and complete 1s minor eorrectrona arm made 4t counter. + ated / complrte plan recheck. by plan check enqrneer, rs raqurred. Date: . BY1 ' If you havm any questions ragardinq thrs plan check. pleas. call at you, at no charpa. if additional aaaistance W. would also ba plmasrd to wmc with - - ra madad. - ~ ~ I i BUILDING PORTION BUILDING AREA /-/U/Nf, qf6B r // 76 Prepared bye r& VALUATION VALUE MULTIPLIER ci>:+9m = .e./9,62+ (3 / 3.00 = /5:53@ h VALUATTON AND PLAN CHECK FEE awe 9ZG 66 Bldg. Dept. 0 Esgil Yfm 8 I .. Air Conditioninn Commercial Residential Res. or Corn. Fire Sprinklers Total Value - PLAN CHECK NO. 85-.35--= BUILDING ADDRESS 24z7c3- 8#0/3JaZ k&&&?? A PPLI CAN T/CON TAC T d5D PHONE NO. a/ y/dsd WILDING OCCUPANCY TYPE OF CONSTRUCTION V&N CONTRACTOR PHONE p-3, w&W'/++g) DESTGNER PHONE i - @ @ @ 236, SGD .: ' Fee Adjusted To Reflect OEnergy Regulations (Fee x 1-11 OHandicapped Regulations (Fee x 1.065) Building Permit Fee $ 775so s Plan Check Fee $ 504, JD s C 0 fl HE: N TS; -- n .- / T .I I P 3h* -c- T7,+4OY AB. - -//g J W Name of Permittee Grading Permit No. A. 1. 2. 3. 4. 5. 4. B. 1. 2. 3. C. 1. 2. COMPATIBILITY WITH GRADING PLAN AND PERFIT Was the compacted fill placed only in the approximate lo- cations deeignated on the grading plan as areas to be * filled? conform to the grading plan? Did the toe of fill or the top of cut appear to meet the YesI, No- prescribed property line setback (1.5' for fill: 3.0' for cuts)? Were the finished fill slopes equal to or less than 2 hc.r- Yes-KNc- izontal to 1 vertical? were the cuts made in the proper location and t~ the proper slope approximately as shown on the approved grzdine; plan? Were- brow d-itches eonstructed. approximately as shown on Yes= Xo- the grading plan? Yese No- Did the quantity of fill material placed approxirrately YesI, KO - If the fill material was obtained by cuts on the site, Yos - l/ Mop LOCATION AND AMQUNT OF CGKPACTION TESTS 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. As indicated by inspections, observations and compaction YesE No- test r46Ultsl was the fill, excluding the top 1.0.. compacted to at least 90% of maximum dry density? QUALITY OF PILL mPACTION OPERATION Was the area to receive fill properly prepared in terms of brush removal, benching, wetting, removal of noncompacted fill or debris and related items? Was all detrimentally expansive soil placed in the fill at YesE No- 3' or more below finish grade? Was a compaction test made so that there is at least one ?esP -. Nc. - - - Yesy P;o- Duplicate of DPL #?3 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? Yesc No- - Was all material used as fill (earth,.rocks, gravel) Ye8E No smaller than 12" in size? Are all areas of the fill suitable for support of structures? - YesE No Were all existinq fills on the site recompacted in accord- YesH No- ance with the provisions of the grading ordinance? STATISTICAL DATA Dates Dates your representative was on site and number of hours on site for each date, and name of representative! 3-ZP-S, ,. 4- z - 85 the grading work was performed: TcZZ s- 29, #&-Z I I &e & /JA/Md" AS-BUILT DATA If the fill placement in accordance with the Yes- NO- approved grading plan, notify the permittee to obtain approval for froK the plan before prc- ceeding with additi location, depth a fill. have you suDrnitte5 fc.r review and approv -bui It plan? If the approved gr does not reflect the actual Yes- No- S ER TI FIC A TI ON T hereby certify, under penalty of perjury, that the irifornatisr, provided in this certification is true to the best c,:' my k:;c.vl:c-:--> ana belief. riuplicate of CPL #?3 Rev. 3-7-79 H.C.E. 2fi21 PROPERTY DEVELOPMENT ENGINEERS JOHN VERNON & Asso(=IATES E.oarYh'Q,CA 82025 743-8808 leas a BM. - PLANNING: TYPE OF STRUCTURE ZONE: - FENCES/WALLS .- )I - /I .h w w rr. SCkOOL FEES: SAN DIEGUITO CARLSBAD % COVERAGE ! f BUILDING HEIGHT 1 / -- TWO CAR GARAGE UCL SAN MARCOY REQUIRED ,/,/ * FRONT SIDE REAR WL E COPSMENTS: d 0 REDEVELOPElENT AI'PRWAL REQUIRED: 20 s2 WO c gz 0 LANDSCAP ENVIROiCtENTAL REQUIRED " I ADDITIONAL COWENTS: OK TO ISSUE: DATE: \ww m* OK TO FINAL: DATE: ****~""******c9*"~~Q~~****~~~~:~~~~~~~**~*~~~~~~~********~*~********************** - - P LL 2 c > LL a LEGAL DESCRIPTION VERIFIE~G A.P.N. CHECK& PARK IN LIEU IMPROVEMENTS: F$mrd 3 -%- E.D.U: dce I PUBLIC WORKS INSMOR: ' FINAL OK: DATE: * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTPlENT HILL MAKE ILL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) SAND VOLUME DATA: INITIAL WEIGHT OF SAND -WEIGHT OF RESIDUE WEIGHT OF SAND USED SAND ENSITY VOL. OF HOLE S CONE VOL. OFCONE VOL. OFHOLE EXCAVATED SAMPLE: WET WEIGHT Df?Y WEIGHT WEIGHT OF WATER IN PLACE WETDENSITY N PLACE DRY DENSITY Ye MOISTURE IMPACT TEST DATA: OPTIMUM WET ENSTY OPTIMUM WY DENSITY OPTIMUM 74 RELATIVE COMPACTION: REMARKS: SAND VOLUME DATA: INITIAL WEIGHT OF SAND WEIGHT OF RESIDUE WEIGHT OF SAND USED SAND DENSITY VOL. OF HOLE 8 CONE VOL. OFCONE VOL. WHOLE WET WEIGHT DRY WEIGHT WEIGHT CF WATER % MOISTURE IN PLACE WET DENSITY N PLACE DRY DENSITY IMPACT TEST DATA: OpTlMuM WET DEN~ OPTIMUM MolsruFiE % OPTIMUM DRY OENSITY 463 Q1 4x4 OR 5s 6U RELATIVE COMPACTION: REMARKS: - ~~____~~ ~ ~ c ~- ~~ ~ ~ ~~ -~ - - ~ ~~ BENTON ENGINEERING, INC. APPLIED BOIL MECHANIC6 - FOUNDATION8 BO40 RUFFIN ROAD SAN DILGO. CALIFORNIA #I1 23 PHILIP HENKING BENTON PnCmIDCNT - CIVIL CNO8NCLN Mr. Zoltan Kasa 1760 El Camino Real Encinitas, California 92024 April 4, 1985 1 Subject : Project No. 85-4-2M Moisture Contents in Subgrade Soils Lot 80 of La Costa Vale Unit No. 1 Carlsbad, California Dear Mr. Kasa: I This is to report the results of tests to determine the moisture contents of t'he 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 €xi sti ng Moisture Grade Content Approximate Location of Samples in Feet % dry wt Southwesterly portion of proposed building area 1.0 2.0 3.0 11.5 12.4 12.1 Northeasterly portion of proposed bui 1 ding area 1.0 15.6 2.0 17 .o 3.0 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. 72-8-181) 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. a Drainage systems should also be provided to collect all runoff from roofs ~~ WT 7olt an- Kasa- Project No. 85-4-2M ~ ~~ ~ April 4, 1985 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. necessary to comply with the above requirements. Respectfully submitted, Inlet boxes and watertight pipes should be installed when ,BENTON ENGINEERING, INC. By R.C. Remer Reviewed by ’ RCE NO. 10332 1 Distribution: (3) Addressee RCR/PHB/jer . .- BENTON ENGINEERING. INC. e JULY 28, 1984 Ms. BETTY FREE FREE ENTERPRISES 3577 PRESTWICK CIRCLE OCEANSIDE, CA. 92056 JOHN VERNON 81 ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO. CA 92025 --__ TEL. (619) 743-8808 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 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 UTILIZING CONTINUOUS CONCRETE FOOTINGS AND/OR ISOLATED PIER SOILS UNDERLYING YOUR SITE, SAMPLING AND TESTING OF THE VARIOUS SOILS ENCOUNTERED, CALCULATION OF ENGINEERING DESIGN CRITERIA FOR SAFE BUILDING DESIGN AND THIS REPORT. 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 2/3 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 -1- . 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 PLACED 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- GENERALLY THE SOILS ENCOUNTERED CONSISTED OF 0' TO 2' OF LIGHT 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 TOPSOIL HAD BEEN REMOVED FROM THE SITE AT TEST PIT #2J PROBABLY SANDY CLAYSTONESJ CLAYEY SANDSTONES, AND SILTSVONES IN VARIOUS DEGREES OF DECOMPOSTION WERE ENCOUNTERED- SAMPLES OF THE SOILS ENCOUNTERED WHICH WERE DEEMED TO HAVE AN IMPACT ON THE STRUCTURAL DESIGN OF THE FOUNDATIONS WERE TAKEN AND RESULTS ARE AS FOLLOWS: SUBJECTED TO LABORATORY TESTING- TYPES OF TESTING DONE AND THE SOILS TYPE #1 GRAY SANDY CLAY~CLAYEY SAND (SC) FILL TEST PIT #1 -2-0' MAXIMUM DRY DENSITY OPTIMUM MOISTURE DIRECT SHEAR (REMOLDED TO 90%) ANGLE OF INTERNAL FRICTION APPARENT COHESION EXPANSION POTENTIAL SOILS TYPE #2 DARK BROWN SANDY CLAY (CH) - TOPSOIL TEST PIT #1 -2.5' IN'PLACE DENSITY IN-PLACE-PIOISTURE DIRECT SHEAR (REMOLDED TO IN-PLACE) ANGLE OF INTERNAL FRICTION APPARENT COHESION EXPANSION POTENTIAL 115-5#/~~ 13- 2% 34O 250#/s~ 3- 8% gg-O#/CF 46-4Z 21O soo#/SF 3.7% -2- SOILS TYPE #3 LIGHT GRAY FINE SANDSTONE TEST PIT #1 -8-0' IN'PLACE DENSITY 103 4# /C F IN'PLACE MOISTURE 2300% DIRECT SHEAR (REMOLDED TO IN-PLACE) ANGLE OF INTERNAL FRICTION 36' APPARENT COHESION 240#/s~ SOILS TYPE #4 LIGHT GRAY SANDY SILTSTONE TEST PIT #3 -5.0 IN'PLACE DENSITY 112-3#/~~ 19.0% 111*0#/CF IN'PLACE MOISTURE MAXIMUM DRY DENSITY OPTIMUM MOISTURE 1508% RELATIVE COMPACTION 101% DIRECT SHEAR (REMOLDED TO 90%) ANGLE OF INTERNAL FRICTION 27' APPARENT COHESION 70OWs~ USING THE ABOVE TEST RESULTS AND GOOD ENGINEERING JUDGEMENT BASED ON EXPERIENCE WE HAVE FORMULATED THE FOLLOWING BUILDING DESIGN CRITERIA- FOUNDAT IONS 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 SHAtt 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-c. 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' O.C. EXTERIOR SLABS A~D SIDEWALKS SHOULD BE CONSTRUCTED WITH NOMINAL THICKNESS AND HAVE A REINFORCEMENT OF 6"XGUXIOGA-X10GA- 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 SLOPE WILL BE INTERCEPTED AND DRAINED TO AN ADEQUATE DISPOSAL AREA WITHOUT DANGER OF EROSION OF THE WALL BACKFILL* INTEGRAL TO THE WALL, SUCH THAT SURFACE WATER FALLING ON THE SLOPES CUT OR FILL SLOPES ARE NOT ANTICfPATED 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 COMPACTED FILLED GROUND. THE UNCONTROLLED FILL NOTED ON THE SITE WILL HAVE TO BE REMOVED AND/OR RECOMPACTED TO NOT LESS THAN 90% -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- W* DAVIS RCE 21719 -5- I ^I I ! i I i I r i ! ! 1: 9 ! t, FREE ENTERPRISES Preliminary Soils Investigation Figure. 1 I ,i I I -! ; 4 L - bot- of pit - i I J 99.0 103.4 .. !SOIL DESCRIPTION ELEVATION 216 t TESTPITNO. 2 ELEVATION 206 I gray, fine silty S.i%4t3 - sandstone layered With fissures - blocky \ .. brclwn fine mist silty gray, mist silty SANDStMle - mderately cemented, friable, layered I n U LOO OF TmmT P8T.l 1 3ackhoe WCWWT~: 18" - SOIL DESCRIPTION TEST PIT NO. 3 ELEVATION 222 liqht'biaulinsardy clay/clayey SAND - Flil 34 light brawn silty SAND I- C .j . .. gray fine.Shty sslms.tone -- canented, blocky when excavafied -.-- . . . . __ ..,. . I. :-L . ' d .. .. - TEST PIT NO. E LEV AT ION JOHN VERNON ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 STANDARD SPECIFICATIONS FOR PLACEMEPT OF CONPACTED FILLEXI GROUND Objective I I Obtain filled ground ‘which is uniform and has adequate internal strength to support any structures proposed, The method by which this is obtained is described herein. Preliminary Proceedures: 1. Permits - Owner shall ascertain the grading permit require- ments of the agency whose jurisdiction Covers the land on which the gradiag 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. Cleared material may be disposed of as approved by the local controlling agency. c 1. Clearing and Grubbing - All natural surface which is to be No embankment shall el consist of trees, shrubs or other organic material, 2. Natural Ground Preparation - Natural ground shall be excavated from beneath embankment areas to solid material, the exact depth as determined by the soils engineer. maximum density as determined by A*S,TmM. D-1557-70. This material shall be brou ht to proper moisture content and recompacted to not less than 90 2 ~ - LMOINCCIINO SOIL@ ILSTINQ 0 SUIVIVINQ JOHN VERNON & ASSOCIATES 1859 S. ESCONDIOO 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 6# 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. or imported material which has been brought to the optimum moisture content. Material to be used for embankments may have rocks with 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 erbankments shall be under direct supervision of the soils engineer. Embankment material shall be placed in layers varying from 611 to 12" deep depending on soil type, and compacted by suitable compact- ive effort to a density of not less than 903 of the maximum density as determined by A.S.T.K. D-1537-70. Koisture content and depth of layers shall be determined by the soil engineer at the time of grading, and shall be updated whenever embankment soil types change. 3. Embankment Placement - Fill naterial should consist of native As the embankment increases in elevation new benchos 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 forth be cut in the to the lines applicable JOHN VERNON & ASSOCIATES 1858 S. ESCONDIOO BLVD. ESCONDt 00, 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, Nhere 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. LOCATION: SAND VOLUME DATA: INW WEIGHT OF SAND .WEIGHT OF RESIDUE WEIGHT OF SAND USED SAND OENSlTY VOL. OF HOLE S CONE VOL. OFCONE VOL. WHOLE EXCAVATED SAMPLE: WET WEIGHT DRY WEIGHT WEIGHT OF WATER IOJ PLACE WETDENSrrY IN PLACE' DRY DENSITY % MOISTURE IMPACT TEST DATA: OPTIMUM WET DENSITY OPTlMUM DRY OENSITY OPTIMUM MtXSTUE % RELATIVE COMPACTION: d RELATIVE 'COMPACTION % LSC010100 bLVhIEna CA 92025 . 195-8808 LOCATION [ TB. I AcasA .SAND VOLUME DATA: INITIAL WEIGHT OF SAND WEIGHT OF RESIDUE WEIGHT OF SAND USED SAND DENSITY VOL. OF HOLE 8r CONE VOL. OFCONE VOL. WHOLE EXCAVATED SAMPLE: WET WEIGHT DRY WEIGHT WEIGHT OF WATER IN PLACE WETENSITY N PLACE DRY DENSITY Yo MOISTURE MPACT TEST DATA: OPTIMUM WET DENSITY OPTIMUM DRY DENSFTY OPTIMUM MOtSTUE Yo IN PLACE TEST#2, FG - OG t~ OPT. MOISTllRE U a n I I . RELATIVE COMPACTION: REMARKS: COSTA DEL MAR ROAD -:- CARLSBAD, CALIFORNIA 92008 -:- ZELJZPHONE 7141753-1 181 OT 438-9111 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 residence on the above lot. The La Costa Architectural Committee has reviewed the pians and finds them acceptable as submitted with the following requirements: 1. Complete landscape plans must be submitted for our approval within (30) days after 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 €or our approval within (30) days after start of construction. Submit actual color chips of paints/stains; indicate areas to receive paints/stains; indicate color “of 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. 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 information, 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) ysar 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. i Existing trees along the curb shall remain as is and cannot be moved without writ- b Approval by the La Costa Architectural Committee is not to be construed as superseding other governing ordinances, nor does i t constitute any waiver o.€ require- ments outlined by the recorded Covenants, Conditions & Restrictions (CC&R’s) for this . subdivision - -.. . __ LLV/tc cc: B. Kramer, I. Roston, Nancy Zittle, CATV Ld COSTA ARCHITECTURAL COMMITTEE A 625 North Vulcan Avenue Leucadla, California 92024 619/753-6491 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. /3535-- Property Owner's Name Xm R55- \ Project Address 3&>&rnp?L- cmISt3m F[ Project Site Legal Description ,4(Q c&& 54 #J l-)'? Project 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, TPCLE LkttLABlH LOUl'ilY WAltR UlSIKlLl APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO 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. The full sewer service charges for all 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. 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- If a service lateral is required, it will be installed by the Leucadia County Water 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 BEFORE 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 COLLECTION LINE WITHOUT PRIOR APPROVAL 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. The inspection deposit shall not apply in those cases in which the applicant has paid plan check and inspection fees for a subdivision. OWNER'S NAME: Betty Free MAILING ADDRESS: 3577 PrpsUjck Cjrcl p _cc LOT NUMBER: 157 - TRACT DESCRT ~ ide 97054 PHONE NUMBER: - 5 SERVICE ADDRESS: 3474 w7 - r-,i 1 cs #1 10: 216-190-51 PTION: NO. OF UNITS ASSESSOR'S PARCEL 5 TYPE OF BUILDING duplex CONNECTION FEE : LATERAL SIZE: ; EASEMENT: EXTRA FOOTAGE- @$ / Foot EXTRA DEPTH: @$ /Foot LATERAL FEE INSPECTION DEPOSIT PRORATED SEWER SERVICE ~~ FEE TOTAL PAID BY: CASHCHECK NO= RECEIVED BY: B. Savill $ 3000.00 500.00 100.00 The undersigned hereby agrees that the above information' given is correct and agrees to * 2/26/85 17146 & 47 Date Account No. PrtrjSCt: RES1 DENCE Plan check # Address: BfiDAJOZ PL. 7 CARLSEAD? CA Dater 0 w I-, e r : EETTY FREE - Checkzd by BADAJGZ PLGGE Doccrnented ~y T. Topham CARLSBAD, CAS Date 1/14/85 - -- FLOOR AREA 4953 GLASS AREA 1735 GLASS 34.9 GL.TYPE DBL SH. COEFF. ,&&I ATTIC :( SO WALL INSULATION R-ll RGOF INSULATION R-19 FLOOR INSUL. R-19 - - - - - C 0 MP L I AN C E PJ 0 TES 1. SOLAR WATER HEATING 2 - ARCHER ARRCW 38 SOLAR PANELS, 1 - MORFLO/AMERI CAN MODEL SSTA-6&-EXVI 66 GAL, SOLAR STORAGE TANK: AND 1 - MOR-FLO/AMERI CAN MOEEL GVF55STI 50 GAL. Gas WATER HEATER AS acicwp, PER EACH urd1 T. C 0 M P L I AN C E METHOD POINT SYSTEM as per "AB163" COMPARIS0i.I METHOD for PKG. E ZONE 71 FORM 2R ATTACtiED.