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Home My WebLink About1835 BUENA VISTA WAY; ; CB891349; PermitJ A c BUILD 04/30/90 11:09 Page 1 of 1 ' Job Address: 1835 BUENA VISTA WY Permit Type: SINGLE FAMILY DWLNG Parcel No: 156-220-01-00 Valuation: 185,929 Construction Type: NEW Occupancy Group: ING PERMIT Permit No: CB891349 Project No: A8902205 Development No: Description: 2563 SF + 685 F GARAGE Applied : 09/06/89 Apr/Issue : 04/30/90 Validated By: DC *** Fees Required *** Collected & Credits *** Adjustments: .oo ............................ ........................... Fees : Total Fees: 612.00 9,919.00 Fee description Ext fee Data ------------------- Building Permit 941.00 Plan Check 612.00 Strong Motion Fee 13.00 Enter 'Y' to Auto -_ 6508.00 Y Enter 'Y' to Auto 600.00 Y Enter Number of E .oo or manually ente 1713.00 * BUILDING TOTAL 10387.00 Enter "Y" for Plum 7.50 Y Each Building Sewer 6.50 Each Water Heater an 2.50 Gas Piping System 2.50 Each Vacuum Breaker 5.00 * PLUMBING TOTAL 59.00 Enter "Y" for Ele 5.00 Y Each Plumbing Fixtu 35.00 Single Phase Per AMP > 100. * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts > 1. Each Install/Reloc Appliance Vent > 4. Each Hood/Fireplace > 2. * MECHANICAL TOTAL 00 .25 25.00 30.00 15.00 Y 00 9.00 9.00 00 4.50 18.00 00 6.50 13.00 55.00 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT Appllcani Please Print And Fill In Shaded Area Only PLAN ID NO. ESTMATED VALUATION CONTRACTOR'S 001 -81 0-00-00-8821 PLAN CHECK FEE IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. SlJBDtVlStON tOT(Sf DATE GIVEN/ DATE SENT TO APPLICANT LA COSTA LETTER CONTACT PERSON 1u%h) ( H@ r& / White - File Yellow - Applicant Pink - Finance Gold - Assessor PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ONEU OTENANT IMPROVEMENT 1 xt::L OAPARTMENi OcoNDo OSINGLE FAMILY DUELLING OADDiTION/ALTERATiON ODUPLEX OOEHOLIT ION ORELOCATION OHOBI LE HOHE OELECTRICAL OPLUHEl NG UMECHANICAL OPOOL OSPA ORETAINING WALL USOLAR UOTHER -A 2. PROJECT INFORMATION PLAN CHECK NO. XY 1. PERMIT TYPE A . OCOHMERCIAL u NEU OTENANT IMPROVEMENT I FOR OFFICF USF ONLY BLDG. SO. FTG. X OF STORIES 3. CONTACT PERSON NAME -&k&* m* ADDRESS 616- % E ALVAWDd ST: 7. WORKERS' COMPENSATION Workers' Comwnsation Declaration: I herebv affirm that 1 have a certificate of consent to self-insure issded bv the Director of Industrial Relations. or a certificate of Workers' Conpensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed uith the Building Inspection Department (Section 3800, Lab. C). INSURMCE COMPANY s727C FuN3 POLICY NO. ///6&/-87 EXPIRATION DATE Certificate of Exemption: 1 certify that in the performance of the uork for uhich this wrmit is issued, I shall not errploy any person in any manner so as to becane subject to the Uorkers' Cwnpensation Laus of California. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License tau for the following reason: 0 I as ouner of the property or my employees with wages as their sole compensation, uill do the uork and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Lau does not apply to an owner of property uho builds or improves thereon,, and who does such uork himself or through his oun employees, provided that such improvements are not intended or offered for sale. If, houever, the building or improvement is sold uithin one year of completion, the owner-builder uill have the burden of proving that he did not build or improve for the purpose of sale.). 0 I, as ouner of the property, am exclusively contracting uith licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property uho builds or improves thereon, and contracts for such projects with contractor(s1 licensed pursuant to the Contractor's License Lau). 0 I am exempt under Section (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Lau (Chapter 9, comnencing uith Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefran, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not mare than five hundred dollars S5001). Business and Professions Code for this reason: SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Is the applicant or future building occupant required to obtain a permit fran the air pollution control district or air quality management district? DYES 0 NO Is the facility to be constructed uithin 1.000 feet of the outer boundary of a school site? 0 YES NO OYES 0 NO IF ANY OF THE ANSUERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS RET OR IS WEETING THE REWlRElEYTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR WLLUTIOLI CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the uork for which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordlnances and State laus relating to building construction. I hereby authorize representatlves of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSEM AGAINST ALL LIABILITIES, JWGXENTS, COSTS AND EXPENSES WHICH HAY IN ANY YAY ACCRUE AGAINST SAID CITY IN CCUSEWEWCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Code shalt expire by !Imitation and become null and void if the building or work authorized by such permit IS not comnenced within 180 days fromthe,date of such permit or if the building or uork authorized by such permit is suspended or abandoned at any time after the uork is comnenced for a period of days (Section 303(d) Uniform Building Code). 0 OUNER CONTRACTOR 0 BY PHONE APPROVED w: - * * B)Bd DATE: r I U WHITE: File YELLOW: Applicant PINK: Finance FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB891349 PERMIT#: CB891349 PROJECT NAME: 2563 SF + 685 F GARAGE DATE: 02/15/91 PERMIT TYPE: SFD ADDRESS: X ;* CONTACT PERSON/PHONE#: MH/TED/728-5380 SEWER DIST: CA WATER DIST: CA INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - (61 9) 438-3367 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING8 FIRE PLANNING U/M WATER PLAN CHECK#: CB891349 PERMIT#: CB891349 PROJECT NAME: 2563 SF + 685 F GARAGE DATE : PERMIT 0 2/ 15/9 1 TYPE: SFD ADDRESS: 1835 BUENA VISTA WY! CONTACT PERSON/PHONE#: MH/TED/728-5380 SEWER DIST: CA WATER DIST: CA */7,/ APPROVED INSPECTED DATE BY: INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED INSPECTED DATE BY: INSPECTED: APPROVED - 6 DISAPPROVED - DISAPPROVED - DISAPPROVED FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB891349 PERMIT#: CB891349 PROJECT NAME: 2563 SF + 685 F GARAGE DATE: 02/15/91 PERMIT TYPE: SFD ADDRESS: 1835 BUENA VISTA WY CONTACT PERSON/PHONE#: MH/TED/728-5380 SEWER DIST: CA WATER DIST: CA INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED - CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB891349 FOR 02/27/91 DESCRIPTION: 2563 SF + 685 F GARAGE TYPE: SFD JOB ADDRESS: 1835 BUENA VISTA WY APPLICANT: ROBINSON/MEIXL ARCH CONTRACTOR: OWNER: REMARKS: MH/TED/728-5380 SPECIAL INSTRUCT: SEWER PASSED INSPECTOR AREA PD PLANCK# CB891349 OCC GRP CONSTR. TYPE NEW STR: FL: STE : PHONE: 619 728-5380 PHONE : PHONE : INSPECTOR TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE STATUS SE900068 =D ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical f DATE 021591 101190 101190 100490 092190 082490 082290 070290 062990 061890 060790 060490 ***** INSPECTION DESCRIPTION Final Combo Interior Lath/Drywall Exterior Lath/Drywall Insulation Frame/Steel/Bolting/Welding Shear Panels/HD's Frame/Steel/Bolting/Welding Ftg/Foundation/Piers Underground/Under Floor Ftg/Foundation/Piers Const. Service/Agricultural Const. Sewice/Agricultural ACT co AP AP AP AP AP co AP PA AP AP co HISTORY ***** INSP COMMENTS PD PD PD PD PD PD PD PD PD PD PD PD EXCEPT GARAGE COMPACTION LABS, INC. SOIL TESTING & 1 INSPECTION SERVICES /f3r- &we d.s* kjr4../ Post Office Box 271338, Escondido, CA 92027 (6j& 741-5289 U I FIELD DENS!TY TESTS ASTM D2926 Job k!nz, Job Obte (J- 13- 9th I kurr ,- 2 Mik 3 -3G=G-- Machine No. Shee O+ ck -- By: z5 ~~ormwion To: - my------- >, - l3 ----. r- ".'*- \ COMPACTICMJ CABS, INC. Post 0- 271338, EscondidorCA 92027 1 SOIL TESTING .- & _-- INSPECTION SERVICES *-(@H) 4 741 -5289 , Shew Of Machine No. q&fL Woun 2 2 .- I i ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) 5601468 DATE : ,//30 & PLAN CHECK NO: 69 - / 3 yS SET: (JUPS PROJECT ADDRESS: /" 3 y- PROJECT NAME: YA?& SF< ON JURISDICTION: fcslzcs sm ER OFILE COPY ODESIGNER . .L?ubn/A VLSM bkR'y 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 iurisdiction's buildina codes when minor deficien- a cies idenhfied 6~ ,+m CfSE!7 5 are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's 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: 7m WS M 47 THE CrN 120d 123~ M~lf-rt G4-u 6Look 92QZb 6lk B N-VWo ST .. 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 # REMARKS : By: Fi.<CMX Enclosures: ESGIL CORPORATION ' vz 0 DGA OM Ovw ODM m a the contractor requasting a Building ' Department foundation inspection, the soils I engineer shall advise the Building Official in writing that: Specify on tln foundation plan or stn~ctural .p.cificatioQi shot tha soil classification, ths?aoilr utpwion index and tho design- beating capacity of the foundation.No$-@$@g Z%W +Zr,L-.- 3 Provide a' latter from the soils ei&j&+er confirming tbat the --wing plan have been revimted ad that it bas been determined that the reconumndations in the soil report me proparly incoprated into the plans. (When required by the soil report). The foundation plan does not comply with the following soil report recoyendation( s) for this project Srhhh, Y ccfflr W?lw 0)tb - I-YW-4 Y~M .. the building pad was prepared in accordance with the soils report; a. b. C. .. the utility trenches have been properly backfilled and compacted, and; the foundation excavations, forming and reinforcement c ly with the soils pport and approved p13. -. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) SWIM8 DATE : 9//& / &a, PLAN CHECK NO: 87 - 1377 SET: 7- DUPS CITY OF CARZ;SBAD JURISDICTION: CFILE COPY GDESIGNER PROJECT ADDRESS: i83r RuRhlA- vifM LAY PROJECT NAME: YADA. 5% r rhe 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 are resolved and checked by building department staff. The plans transmitted herewith have significant defi-ciencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's 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: /?OF3tWJ 3*\1 Anw tr 6/6 E AL~AIKALJO ST Ffic D /L 0 OK 7202% Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff aid advise applicant that the plan check has been completed. Person contacted: 1204 IrJ3C)d.J PRCt+tT Date contacted: Telephone # 7L15 s3 bo REMARKS : By : fz FiSC%C Enclosures: 7 I& ESGIL CORPORATION DGA OAA Ow ODM Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: Date plans received by jurisdiction: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) -7 1985 UMC (eff. 8/28/87) The above regulations apply to residential constxuction, regardless of the. code editions adopted by ordinance. The circled items listed need clarification, modification or change. All items have. to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To Speed UD the recheck Drocess. note on this list lor a CODY) where each correction item has been addressed i.e.. plan sheet, specification, etc. Be sure to enclose the marked UD list when YOU submit the revised Dlans. Date plans received by Esgil Corporation: s/r 9hk By : J Fsc- Date initial plan check completed: Applicant contact person: Telephone : List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) L 0 J P 0 Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California (619) 560-1468. 92123, Please &e all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's 'building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). plans specifications and calculations shall be a signei by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). p/ Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, .. garage, carport, patio, deck and balcony. Provide a statement on the Title Sheet of the 0 plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes'. Shw finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(c). Section 302(c). . submit fully dimensioned plot plan drawn to . Indicate distance from property lines to proposed building. Section 302(c). . Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included .'I )Lf Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. IrlxEpFxYmaIoR Exterior walls closer than 3 feet to property lines shall + one-hour rated construction and have no openings. Such walls shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). . Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. ,)d Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. Plastic skylights shall not be installed f'/ within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. p. Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. f. A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. )/ When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. Section 1710. P 5110189 2 Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area and a mininnnn of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms must be 1120 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area. is required and minimum is 1.5 sq. ft. (Section 1205 (a)). At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. No habitable room other than a kitchen, shall be less than 7'OA in any dimension. Section 1207 (e). show that ceiling height for habitable rooms is Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Section 1205 (a). Section 1205 (a). f a minimum of 7'6". Section 1207 (a). Dimension on the plans the 30" clear width for ILb water closet compartments and 24" clearance in front of water closet. Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent . to such doors and glazing adjacent to walking surfaces. Section 5406. Section 511 (a).. . Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. f2. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. / -Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not 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". Section 1204. Section 5406 (d) 6. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 113 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. Section 1716. Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section Required exit doorways shall be not less than and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 6". Section 1711. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. )J 3303 36" in (a). width and not less than 6'811 in height, f ./d Provide stairvay and landing details. Section 3306 (b) h (c). a. Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. b. Minimum headroom is 6'6''. c. Minimum width is 36". fl. handrails per Section 3306 (j), shall satisfy the following: a. Provide handrail for stairways with 4 or more risers. b. Handrail shall be 30" to 34" above the nosing of treads. -- c. Tne handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. 3304 (i). . 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. Section 3304 (h). Provide details of winding stairway complying with Section 3306 (d): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Section 3306 (g), d b. Maximum rise is 8 inches. c. Minimum width is 36 inches. Provide spiral stairway details, per Section ;y' 3306 (f): Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). . Provide I.C.B.O. Research Report and number for metal Stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide 314 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two sepatated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the ' 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as-required for one-hour fire-resistive construction. Section 3306 Within units, show that corridors have a P minimum (m)* width of 36 inches. Section 3305 (b). Y ;B ;d -exempt. Section 3306 (1). P( Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). a. . Minb nm is 7 112 inches measured at a inches from where the treads are point 12 the narrowest. b. Maximum rise is 9 112 inches. Maximum clear opening between risers is 6 inches. c. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. # The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. 58/ The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 112 inch in 12 inches. 5/ Specify minimum 114 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Section 3203 (e) 2. Section 3203 (e) 3. p6 Show roof drains and overflows. Section 3207. )iff Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 11300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Shou required ar- and area provided. Section 3205 (c). Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and 19 wire in horizontal JOhtS. Show height and construction details of all masonry walls. Chapter 24. Note that .cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (a). Show a minimum 2" air space and flashing Section 2516 (c) 7. f. between planter and building walls. GARM;EMIDcARpoRTs Garage requires one-hour fire protection on the garage side of walls and ceiling comon to the dwellin Table 5-B, Section 503 (d). S€t D8iLX.J __ All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 318" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 112 to 1 for height-to-width. Table 25-1. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). Provide an 18" raised platform for any FAU, water heater, or other device in the garage which my generate a flame or spark. UMC Section 508, UPC Section 1310 (a). Section 1104. Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c) . 80. The foundation plan does not comply with the soils report recomdations for #is project. Please review the report and modify design, notes and details as required to show compliance: @ c AcS 3 s €&- B4LCA.u 81. 82. 83. BJ SB' @ p/ @ 8" Provide notes on the foundation plan listing the soils report recornmendation for foundations, slab and building pad preparation. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined #at the reconmendations in the soils report are properly incorporated into the construction documents (when required by the soil report). The soils report recommendations excavations be reviewed by soils engineer. Note on the Eoundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. The building pad was prepared in accordance with the solls report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations, formings and reinforcements comply with the soils report and approved plan." Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade. Note on plans that surface water will drain away from building and show- drainage pattern and key elevations. For buildings adjacent to slopes steeper than 3:1, the top of any exterior foundation shall extend above the elevation of the street gutter .at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent. Dhsion foundation per U.B.C. Table 29A: .- Section 2907 (a). Section 2905 (f). Floors Footin Swwrted* Stemwall Width De~y Thicknzss 1 6" 12" 12" 6" 2 8" 15" 18" 7 3 10" 18" 24" 8" Woundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. Show foundation sills to or equal. Show foundation bolt size and spacing. Section 2907 (f) . Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). If required, show size, imbedment and location of hold down anchors on foundation plan. If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Show adequate footings under all bearing walls and sheax walls. Section 2907 (b). 9/ Show on the plans stepped footings for slopes steeper than 1:lO. Section 2907 (c). Show minimum 18" clearance from grade to f bottom of floor joists and minimum 12lI clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 , (c) . Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. be pressure treated, Section 2516 (c) 3. P( PJ @ 3d pd Section 2312 (f), 302 (c). Section 305 (e) 1. pa ;pd ;9' Section 2516 (c) 6. Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (9) 3. In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3. 5 /lo/ 89 6 Note cross bridging or blocking. Floor joists and rafters 12'' or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (d) 6. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. Rearing partitions, perpendicular to joists, ' shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show double top plate with minimum 1*8" lap splice. Section 2517 (g) 2. 112 Show nailing will be in compliance with Table Show or note fire stops at the following locations per Section 2516 (f): Section 2517 (d) 5. (h) 4. 0 25-4. a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 114 Show stud size and spacing. Maximum allowable max. 10'; Non-bearing: 2 x 4 IMX. 14', 2 x 6 max. 20'. Table 25-R-3. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" O.C. Table 25-R-3. 6. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4713 (d)]. Show 3" x 4" or 2" x 6'l studs in first story Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. . Show 112" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as Pd ~~~d)~oof framing plan and floor framing CYgL stud heights: GELw Bearing wall: 2 x4 and 2 x 6 # 21' Ir/ f Y Y t2i Y- of three story building. Table 25-R-3. plan. Section 302 (c) . Provide framing sections through Section 302 (c). 5. Specify all header sizes for opening over 4' wide. Section 2517 (9) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). r/ Provide calculations for lateral loads, shear MECXMICAL (UNT€WU4 mCAL OEI panels, shear transfer and related. Section 302 (b) . All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical developed in the structural calculations. Section 302 (c). (See comments below- 128. Show on the plans all structural requirements Code. Show the size, location and type of all heating and cooling appliances or systems. 0 -ask Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used., Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches .above exposed ground unless the columns or posts %ich they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Show location of attic access with minimum size 22" x 30". Section 3205. Show draft separation for attic areas between units in a duplex. Specify plywood thickness, grade and panel identification index. Table 25-N. Section 2516 (f). 2. Show source of combustion air to furnace, per Chapter 6, UMC. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1211. Show minimum 30" deep unobstructed working f space in front of furnace. Section 505, UMC. 145 Note on plans, "clearances to be per manufacturer s listing . Section 504, UMC . Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. ul ';d 0 Y . Show I.C.B.O. approval number for prefab fireplace. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. . Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 5. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. ' . Show plywood sheathing over exposed edves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. 8. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. 9. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 140. In open beam constnrction, provide strap ties Section Y J t;A 0 7 0. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic funace. Section 708 UMC. . Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 152. Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors cr less shall be effectively draft stopped at each floor or ceiling. bBC, Section 1706 (a) 6. #- 3 /r/ td @ :;;:de dryer vent to outside. UMC, Section across the beams at the ridge support. 2501 (b) . cjc dAr" NAIL WDXS P6R 0 2517 (h) 3- Sh 38+ su Fris 6 AT 6 OLWL4N_r 10 , /I ON A3 .i Hih\ 42( 6 posh CdLuwuC to. If *At AV PK CM rZ SkMe73 2, lh 5/10/89 8 mcAL (?&TIC", mfXL =El All wiring shall comply with the National Electrical Code. . Show on the plan the amperage of the electrical ? service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. Show location of all electrical receptacles. Electrical receptacle locations andlor spacing is not adequate in Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in batkooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. 159 Note electrical system ground to be provided per NEC, Art. 250-81. Show water heater size, type and location on plans. UPC, Section 1301. Show source for providing combustion air to fuel burning water heater. If wall openin s in an enclosure are used, at least one-half o$ the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. 164 Show T and P valve on water heater and shov route of discharge line to exterior. UPC, Section 1007 (e). 165 Note on the plan that hose bibbs and lawn sprinkler system shall have approved backflow prevention devices. UPC, Section 1003(h) h 0 (i). Show shower stall can accomdate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. . Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. . Section 1403(a)l, Title 24, states that Form CF-lR shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor, or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-lR. The new regulations require a properly + ~~~ 5/ 10189 9 . Specify on the buildinc ~lan~ all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Enew Conservation Reauirements". l/i. Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. For room of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J). Please see additional cprrections, or remarks, on the following page. CARtSMD S.P.D. & DIIPLW Energy conservation design should be for Zone f 7 . See attached energy packages. Floor drains must have auto-prime (city policy). 181 Note exhaust fans cannot be ductless type (city additions, show that the glazing area 0 policy). New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Note 'kwo 3/4" copper pipes must be installed Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall (s) . 186 Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. 187 All new residential buildings, including additions, require a soils report. Please submit two copies. Heavy timber framing, minimum 6" x 10" beams and minimum 8') x 8" post, for the structural bean and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203( e). . City Ordinance 9792 requires two parking spacesjunit with clear area of 201x201 i.e. no washing machines, etc. Show compliance. Please see additional corrections, or remarks, The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact 0 0 ;Bd t"; td on the following pw &df-J P /"rSCm=R at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. lhank you. Enclosures: Datet YAG CITY OF CARLSBAD .. Prepared byr pf= t 1 I 1 I VALUATTON AND PUN CHECK PEE Commercial a Bldg. Dept. 0 Esgil 0 PLAN CHECK NO. 8s -Rv9 BUILDING ADDRESS APPLT CAN T/C ON TAC T BUILDING OCCUPANCY /G /k. I DESTGNER PHONE PHONE NO. CONTRACTOR PHONE TYPE OF CONSTRUCTION ZfJ Air Conditioning I WILDING PORTION I BUILDING AREA 1 VALUATION I VALUE I I . Res id entia1 I I@ Res. or Comn. Fire Sminklers @ \ 1 Total Value Building Permit fee $ S SYO s= Plan Check Fee S s 6f1'= Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET OF / 12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST DATE LEGAL REQUIREMENTS Site Plan @ d 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. @ d 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (X) grade and drainage patterns. ,dm 0 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance 4. No discretionary approvals were required. - 5. Project complies with all Engineering Conditions of Approval %- 6. Project does not comply with the followin Engineering for Project No. Conditions of Approval for Project No. COP 230 (45 1 AJ Conditions complied with by: Date: Field Review ,-, 7. Field review completed. No issues raised. - 8. Field review completed. The following issues or discrepancies with the site plan were found: - A. Site lacks adequate public improvements. - B. Existing drainage improvements not shown or in conflict with site plan. - C. Site is served by overhead power lines (Future Improvement Agreement required). t- D. Grading is required to access site, create pad or provide for ultimate street improvement. E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. F. Other: Dedication Requirements 9. No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8-1/2" 'x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as Dedication completed, Date: Improvement Requirements - 11. 12. P( 13. By : No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plan check process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date: By : Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a recent title report on the property so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notorized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date : By : ?I- Requirements 13a. Inadequate information available on' site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of rhe grading quantities (cut, fill, import, export). 14. No grading required as determined by the information provided on the site plan. 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. k Grading Inspector sign off. Date: By : Miscellaneous Permits 16. Right-of-way Permit not required. - if 17. Right-of-way Permit required. A separate Right-of-way Permit issued by the Engineering Department is required for the following: &zg)vm&y~ -8~ H 18. Sewer Permit is not required. - d19. Sewer Permit is required. A Sewer Permit is required concurrent with Buiiding Permit issuance. The fee required is noted below in the fees section. - 20. Industrial Waste Permit is not required. 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By : Fees Required 22. Park-in-Lieu Fee - Quadrant: - Fee Per Unit: - kd 23. Traffic Impact Fee Fee Per Unit: *GCO9 Total Fee: +&-Xp % . ,.* x * I 4 24. 25. 26. 27. 28. Bridge and Thoroughfare Fee Fee Per-Unit: - Total Fee: .nO Public Facilities Fee required. Facilities Management Fee Zone: I Fee: mu& _. Sewer Fees Permit No. EDU's: 1.0 Fee : f/Z= e Sewer Lateral required: &'&iia' Fee: f&?O ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: Date: PLANNING CHECKLIST uu OQ c)u no Bb rN ** ‘f CI dn- 000 0 do Plan Check No. 89- 1s?F4 Address APN: l5!0+220- 01 PI anner Ch y\ ‘e Phone 438-1161 (Name) Type of Project and Use SFb Faci 1 i ties Management Zone / Mrr Zone _Leaend a Item Complete @ Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancIIeck number that deficiency was identified Environmental Review Required: YES NO ?C TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Cond i ti ons of Approval Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES : Compliance with conditions of approval? If not, state conditions which require action. .- .. -I Conditions of,Approval* 7. Landscape: YES NO % DATE OF ARHOV;?L: --?. Complliance with conditions of approval? If not, state-conditions which require action. Conditions of Approval .” Coastal : YES NO 5 DATE OF APPROVAL': Compliance with conditions of approval? require action. Conditions of Approval If not, State conditions which om 000 000 000 nun uau OOCI oau Site Plan: 1. 2. 3. 4. Zoning: 1. 2. 3. 4. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property 1 ines, easements, exi st i n.g and proposed structures, streets, existing street improvements, Ttght-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical "I lines, existing Provide 1 egal descr i pt i on of property. and proposed slopes and driveway. - I .._ 7 3 21% Provide assessor's parcel number. Setbacks : Front: Requ i red Shown Street Side: Requ i red Shown Rear: Requ i red Shown Lot coverage: Required Shown Int. Side: Requ i red Shown . .. Height : Requ i red Shown Parki ng : Spaces Required Shown Guest Spaces Required Shown Additional comments and reaarks have been made on the building plans. These marked-up plans aay be picked up at the 8uilding Department. These marked-up plans must be resubmitted with the revised plans for this project. Have plans been marked up? YES NO PLNCK. FRM RECORDING REQUESTED BY AND ) WHEN RECORDED MAIL TO 1 CITY OF CARLSBAD 1 1 1200 Elm Avenue Carlsbad, CA 92008 \ J Space above this line for Recorder‘s use. 1 , Documentary transfer tax: S No Fee Signature of declarant determining tax-firm name CITY OF CARLSBAD Parcel No. 156-220-01 CONTRACT FOR FUTURE PUBLIC IMPROVEMENTS THIS AGREEMENT is made by the City of Carlsbad, a municipal corporation, hereinafter referred to as “City”, and Henry Yada, hereinafter referred to as “Property Owner .‘I RECITALS WHEREAS, Property Owner has applied to City for a Building Permit No. CB 891349 for the real property hereinafter described, now under Property Owner‘s ownership; and WHEREAS, it has been found that said property is not suitable for develop- ment in its present condition, however said property would be suitable for development if certain pub1 i c improvements hereinafter described are constructed and certain irrevocable offers of dedication are made to City; and WHEREAS, the Municipal Code of City and CUP 230(A) attached hereto and incorporated by reference herein require certain improvements and dedications ! .i as a condition of approval of this Building Permit No. CB 891349; and WHEREAS, Property Owner has requested said Building Permit No. CB 891349 .. ’ be granted by City in advance of the time said improvements are to be made; and WHEREAS, Property Owner, in consideration of the approval of said Building Permit No. CB 891349 desires to enter into this agreement securing the , * construction of said improvements, and City has determined it to be in the public interest to agree to temporarily postpone said construction; NOW, THEREFORE, IT IS AGREED between the parties hereto as follows: Section 1. That City agrees to record any irrevocable offers of dedication made by Property Owner for Valley Street Buena Vista Way and McCauley Lane. Section 2. That Property Owner, in lieu of making the hereinafter descri- bed improvements before approval of said Building Permit No. CB 891349 is granted, agrees to install and construct, or cause to be installed or constructed, said improvements in accordance with plans and specifications approved by the City Engineer within sixty (60) days after written demand so to . do by City. Property Owner shall not be required to make said improvements before January 31, 1991, or within such further period of time as is granted by City, provided, however, that upon the happening of either of the following occurrences said improvements may, at the sole election of City, be required to be made sooner than said date or such extended period of time which may have been granted by City: (a) When the City Council finds that the owners of 40% or more of the frontage, including the frontage of Property Owner, between intersecting streets on both sides of the street upon which the property herein described has frontage, have agreed with City to install street improvements to City speci f i cat i ons . (b) When owners of more than 50% of the frontage, between intersect- ing streets on both sides of the street upon which the property herein described has frontage, have petitioned the City to form an improvement district for the improvement of said streets. Said improvements shall be made without cost or expense to City. City I estimates that the cost of engineering and construction of said improvement at the time of signing this contract is two hundred fifty nine thousand eight hundred sixty one and OO/lOO DOLLARS ($259,861 .OO) . Property owner hereby acknowledges that said cost is a reasonable estimate of engineering and construction costs at this time and that the actual cost of same at some time in the future may exceed this estimate. Section 3. That for the faithful performance of the promises and covenants herein contained, Property Owner hereby grants to City a lien upon the hereinafter described property in the amount of $259,861 .OO plus any future increases of cost in excess of this sum resulting from increased engineering and construction costs, and in the event Property Owner, Property Owner's successors, heirs, assigns, or transferees fail to install and construct said improvements in the manner and within the time specified herein, Property Owner agrees that City may do any or all of the following: (a) Have the necessary engineering for said improvements done, and install and construct said improvements by contract or otherwise. City or its contractor and contractor's employees may enter upon any portion or portions of the property reasonably necessary for said engineering and construction, and the entire cost and expense shall be charged against said property and payable by said Property Owner, Property Owner's successors, heirs, assigns or transfe- rrees immediately upon completion of said improvements. In the event same is not paid within thirty (30) days from completion, City may foreclose said lien as provided by law for the foreclosure of mortgages. (b) Direct the City Engineer to estimate the cost of necessary en- gineering, and the work required to install and construct said improvements, r -- and foreclose said lien in said amount. (c) Pursue any remedy, legal or equitable (including those specifi- cally referred to herein), for the foreclosure of a lien, and the Property Owner, Property Owner’s successors, heirs, assigns and transferrees, shall be 1 iable for reasonable attorney‘s fees as a cost in said proceedings. Section 4. That it is agreed that anything herein contained to the contrary notwithstanding, the promises and covenants made herein shall not be binding upon the holders , mortgagees, or benef i ci ari es of any purchase money mortgage or purchase money deed of trust for value which has been or may in the future be executed by the Property Owner, Property Owner’s successors, heirs, assigns or transferees, and the lien hereby created shall be and is hereby subordinated to and declared to be inferior and subsequent in lien to the lien of any such purchase money mortgage or purchase money deed of trust. The lien hereby created shall likewise be of no force or effect against any owner whose title to the property hereinafter described is acquired by or as a result of a foreclosure or trustees‘ sale of any such purchase money mortgage or purchase money deed of trust. Section 5. .That at any time during the period herein provided, the Property Owner, Property Owner’s successors, heirs, assigns or transferees may deposit a cash bond or post a surety performance bond satisfactory to the City to charge said surety with the cost of said improvements; the amount of bond to be the estimated cost of engineering and improvements at the time of such deposit or posting as ascertained by the City Engineer, and that upon deposit of said cash or posting of said bond the City agrees to release the property, or any portion of it as to which said deposit or posting applies, from the provisions of this agreement, and to execute any necessary release to enable the record title of the property to be released from the lien herein imposed. Section 6. Said City shall not, nor shall any officer or employee thereof,, I I I be liable or responsible for any accident, loss or damage happening or occurring to the work or improvements specified in this agreement prior to the completion and acceptance of the same, nor shall said City, nor any officer or employee j thereof, be liable for any persons or property injured by reason of said work or improvements, but all of said liabilities shall be assumed by said Property Owner and Property Owner’s successors, heirs, assigns or transferees, and they shall save the City harmless from, and indemnify the City against, any and all 1 claims, suits and liabilities of or to any person or property injured or claiming to be injured as a result of said work or improvements. Said Property Owner, and Property Owner‘s successors, heirs, assigns or transferees, further agrees to protect said City and the officers and employees thereof from all liability or claim because of, or arising out of, the use of any patent or patented article in the construction of said improvement. Section 7. It is further agreed that said Property Owner will at all times up to the completion and acceptance of said work and improvements by the City, give good and adequate warning to the traveling public of any dangerous or defective conditions of public property. The Property Owner hereby agrees to pay for such inspection of improvements as may be required by the City Engineer of City. Section 8. This agreement and the covenants contained herein shall be binding upon and inure to the benefit of the successors, heirs, assigns and transferees of Property Owner, shall run with said real property, and create an equitable servitude upon said real property. Section 9. A description of the property referred to herein and upon which said lien is imposed is described as follows: Portion of Lot 30, Paterson’s, addition to the town of Carlsbad according to Map No. 565. i i i [ Section 10. The required improvements to be constructed and the estimated costs thereof are as foll ows: IMPROVEMENTS ESTIMATED COSTS i Val 1 ev Street Curb and Gutter - 440' x $12.00/lin. ft. $ 5,280.00 Sidewalk - 440' x 5' x $2.80/sq. ft. 6,160.00 AC Pavement - 440' x 20' x $1.50/ sq, ft. 13,200.00 Base - 440' x 20' x $.80/sq. ft. 7,040.00 1 Street Light - $3,000.00 each 3,000.00 11 Street Trees - $50.00 each 550.00 Underground Power - 440' x $100.00/lin. ft. Subtotal 44.000.00 79,230.00 t 15% Engineering Contingency 11;885.00 Total Valley Street 91,115.00 Buena Vista Wav Curb and Gutter - 398.65' x $12.00/lin. ft. $ 4,784.00 Sidewalk - 398.65' x 5' x $2.80/sq. ft. 5,581 .OO AC Pavement - 398.65'~ 20' x $1.50/sq. ft. 11,960.00 Base - 398.65' x 20' x $.80/sq. ft. 6,378.00 1 Fire Hydrant $2,600.00 each 2,600.00 1 Street Light - $3,000.00 each 3,000.00 10 Street Trees - $50.00 each 500.00 Underground Power - $398.65' x $lOO.OO/lin. ft. 39,865.00 Subtotal 74,668.00 Total Buena Vista Way 85,868.00 t 15% Engineering Contingency 11.200.00 McCaul ev Lane Curb & Gutter - 398.65' x $12.00/lin. ft. $ 4,784.00 Sidewalk - 398.65'~ 5' x 65' x $2.80/sq. ft. 5,581.00 AC Pavement - 398.65 x 20' x $1.50/sq. ft. 11,960.00 Base - 398.65' x 20' x $.80/sq. ft. 6,378.00 1 Street Light - $3,000.00 each 3,000.00 10 Street Trees - $50.00 each 500.00 Underground Power - 398.65' x $lOO.OO/l in. ft. 39,865.00 Su btot a1 $ 72,068.00 t 15% Engineering Contingency 10,810.00 Total McCauley Lane $ 82,878.00 Val ley Street Buena Vista Way McCaul ey Lane TOTAL COST ' $ 91,115.00 $ 85,868.00 $ 82,878.00 $259,861 .OO IN WITNESS WHEREOF, we have hereunto set our hands and seals this ._. day of , 198-. PROPERTY OWNER CITY OF CARLSBAD, a Municipal Corporation of the State af California By : MARTIN ORENYAK Community Development Director APPROVED AS TO FORM: Vincent F. Biondo, 3r. City Attorney (NOTARIAL ACKNOWLEDGEMENT OF EXECUTION OF OWNERS MUST BE ATTACHED.) I . STATE OF CALIFORNIA i ) ss. COUNTY OF SAN DIEGO 1 I 1 On the day of , 19-, before me the under- signed, a Notary Public in and for said State, personally appeared MARTIN ORENYAK, known to me to be the Director of Community Development of the City of Carlsbad, California, a Municipal Corporation of the State of California, known to me to be the person-who executed the within instrument on behalf of said Municipal Corporation, and acknowledged .to me that such City of Carlsbad, California, executed the same. WITNESS my hand and official seal. Notary Pub1 ic APPROVED AS TO FORM: Vincent F. Biondo, Jr. City Attorney (NOTARIAL ACKNOWLEDGEMENT OF EXECUTION OF OWNERS MUST BE ATTACHED. ) I @ ENGINEERING STRUCTURAL SITE IMPROVEMENTS SURVEYING STRUCTURAL DESIGNS AND CALCULATIONS FOR A RESIDENCE PROJECT: YADA RESIDENCE JOB NO.: S933 for ROBINSON/MEIXL ARCHITECTS Address: 6166 EAST ALVARAOO STREET FALLBROOK, CA. 92028 Phone: 619/728-5380 By: - T & R ENGINEERING ROBERTO S. WINGO R.C.E. 29118 Expires 3/31/91 619/464-5148 -8085 LA MESA BLVD., SUITE 100 LA MESA, CA 92041 (619) 464-5148 u&' ENGINEERING u .- PHUJ EC'l : Pads Reeldence JOB NU. s933 A SHEE'l' NO. I Oc' %-/ CALC'ULAI'EL) UY: -r Hook' LOADING: SLOPlNG C;EILING: ! HWFlNC; 12.0 YSY , SH'l'G t 2.0 KAFI'EHS 3.0 GYP BD 2.5 INS/MlSC 1.5 YLA'l' CEILING: HOOFING SH'l'G HAtr'l'EKS MlSC/INS C.J. GYP BU INS/MlSC: - YLWH LOAULNG: COVEH SHTG JOlSTS GYP Bl) CJlSC/lNS UYCK 12.0 PSF 2.0 3.0 1.0 2.5 YSY 2.5 4.0 2.5 1.5 u& ENGINEERING Y .. . P'HOJ EC'L' : CALCULAL'KU Mt : UA'L' E : CHECKED UY: --- DATE : JOB NO. SHEE'I' NO. OF SCALE : _.. . .; .i ! ! I ----t----2 1 kl 1 I !b. u@ ENGINEERING Y .. - PKOJ ECT : CALCULALLfD BY: DALE: C'HECKEI) by: UAI'E : JOH NO. SCALE: SHEE'L' NU.3 - OF u& ENGINEERING i PWJ EC'I' : CALCULAI'EI) BY: UA'I'E : CHECKEU BY: UA'I'E : JOB NO. SHEE'T NO. 4 OF SCALE: @' ENGINEERING i u@ ENGINEERING PWJ EC'l' : C'ALCUWl'EU BY: UA'T E : CHECKEL) BY: UAL'E : JOB NO. SHEE'L' NO. 6 OF SCALE: @ ENGINEERING 3 u&' ENGINEERING JOB NO. SHEE'L' NO. 7 OF SCALE: 7 .* 3 u&' ENGINEERING PWJ EC'I' : CALCULA'I'EL) BY: UA'I'E : CHEGKEU by: UA'L'E: JOB NO. SHEET NO. ?: OF SCALE : u& ENGINEERING PWJ EC'I' : CALCULA'I'tfI) BY: L)AI'E : CHECKEL) BY: UA'I'E : JOB NO. SHEE'L' NO.3 - OF SCALE: 8 u@? ENGINEERING .. :q i i *! 'e I YKOJ EC'I' : CHECKEL) BY: UA'I'E : CALCULA'I'EU BY : UA'I'E : JOB NO. SHEE'L' NO. '-! OF YCA L& : a u&' ENGINEERING PH0J EC1' : C'ALCULA'I'EL) BY: UAI'E: CHECKED BY: UAI'E: c I u@? ENGINEERING u8? ENGINEERING .. - PKOJ EC'I' : CALCULA'I'EU BY: UA'I'E : CHECKEL) BY: - UAI'b; : JOB NO. Ub' SHEE'L' NO. 1% SCALE: I i u@' ENGINEERING .. . PKOJ EC'L' : CALCULAI'EU BY: UA'I' E : CHEGKEU BY: DA'I'E : JOB NO. SCALE: c SHEE'L' NO. 13 OF -* d,, 2s u&' ENGINEERING PHOJ EC'I' : CALCULA'I'EU BY: UA'L'E : CHEGKU BY: LIA'l'E : JOB NO. StlEE'l' NO. 14- SCALE: OF u&' ENGINEERING * .. - PWJ EC'T : CALUULA'I'EU BY: DA'I'E : Jot) NO. SHEE'L' NO. ?F OF .. ,,.' u&' ENGINEERING JW NO. SHEE'I' NO.& - OF SCALE: ..' u8' ENGINEERING PHOJ EC'l' : CALCULATEU BY: OAT E : CHECKED BY: UA'I'E : JOB NO. OF SHEKI' NU. 17 SCALE: -- ?% ENGINEERING . .' PWJ EC'l' : CALCULA'I'EL) BY: DA'I'E: CHECKED LIY: UA'I'E : JUB NO. SHEE'I' NO. I% UF SCALE: I s I u&' ENGINEERING ' PWJEC'I': CALCULA'I'EU BY: UAL'E: CHECKEL) BY: UAL'E : JOB NO. SHEE'I' NO. /4 SCALE: OF u@ ENGINEERING .!J - I. u&' ENGINEERING . .. - ' PHOJEC'I': C'ALCULA'TEU BY: UA'I'E: CHECKED BY: UAI'E : JOB NO. SHEET NO. 21 OF SCALE: 'Q J 8 ENGINEERING JOB NO. r SHEEF NO. Lp UP SCALE: I- I u&' ENGINEERING STRUCTURAL SITE IMPROVEMENTS 0 SURVEYING 808s BLVD. STE.100, LA MESA, CA .92W (6 19) 464 -5148 PROJECT JOB NO. CHECKED BY DATE SCALE CALCULATED BY DATE Sheet No. 29 of u& ENGINEERING , u@' ENGINEERING 4 ... & ENGINEERING . STRUCTURAL SITE IMPROVEMENTS SURVEYING 8085 LA MESA BLVD. STE.100, LA MESA, CA .92041 (6 19) 464-5148 PROJECT JOB NO. CALCULATED BY DATE Sheet No. % of CHECKED BY DATE SCALE * 8 ENGINEERING ~ . STRUCTURAL SITE IMPROVEMENTS SURVEYING 8085 LA MESA BLVD. 8 STE.100, LA MESA, CA .*MI (6 19) 464-5148 PROJECT JOB NO. CHECILED BY DATE SCALE CALCULATED BY DATE Sheet No. 7 of - c . u@ ENGINEERING ~ STRUCTURAL SITE IMPROVEMENTS SURVEYING 8085 LA MESA BLVD. STE.100, LA MESA, CA .320$1 (619) 464-5148 PROJECT JOB NO. CHECKED BY DATE SCALE CALCULATED BY DATE Sheet No. af of - @' ENGINEERING .A'! ' PHO J EC'L' : I -. - CALCULAL'hU BY : UA'L'D;: CHECKED BY: --- DA'L'E : @ ENGINEERING 1 ---- I c u@? ENGINEERING PWJ EC'l': CALCULA'I'EL) BY: UAL'E: CHECKED BY: UA'L'E : I- I - u& ENGINEERING .. . PHOJ EC'I' : CALCVLAI'EU BY: DA'I' E : CHECKED BY: UA'I'E : JOB NO. SHEE'I' NU.a/ ut.' SCALE: I-- i I i I u& ENGINEERING c .. - . PNOJ EC'L' : CALCULAI'EU BY: UA'I' E : CHEGKUI BY: UAL'E : JOB NO. SHEE'L' NO.)%- OF SCALE: .. "4 * i u@ ENGINEERING .. . .. PHOJ EC'l' : CALCULA'TEU BY: UA'L'I?; : CHECKED BY: -- I)A'l'E : t u&' ENGINEERING V ..' . .- i u@? ENGINEERING P'HOJ EC'I' : CALCULA'I'EL) BY: UA'I'E : CHECKEU BY: -- UA'L'E : JOB NO0 SHEEL' NO. 3 OF SCALE : ! .- c u@ ENGINEERING ;; .: I PKOJ EC'T : UALCULA'L'EU BL : UA'I'E: CHECKED BY: UA'I'E : JOB NO. SHEE'I' NO. % OF SCALE: -- I- I t-- I ! c i r . u&' ENGINEERING 4 37 STRUCTURAL 0 SITE IMPROVEMENTS 0 SURVEYING TYPE AND :NAILINC:A-BOLTS eFND.:POWER DR1VEN:SILL :T.N.BL. :ALL0 ! MATERIAL : O.C. !FOR SHEARWALL!ANCHORShSILL!NAIL O/C:NAIL @ a 1 : 1/2"i;>-pstlm .jdC.S.@: L/?"O s LO"XB:Ramst*33 It3 : L6de12" : 16de 6" :V = 1 (5/8" I (6)6cl!d72" 0. c. '.e2 1" t0.c. l0.c. ! 100 2 I 1/2."Gypsum Bli; SdC.N.@: 1/2"0 s 10".4B~Ramsett3348 : 16de12" : 16de 6" :V = ! ( 5/8" I @,4"(616d!e18" O.C. ie2.1" !o.c. l0.c. ! 125 3 1/2"Gppsum Bdl5dC.N.e: 1/2"0 x 10"ABI :16de 8" :16de 6" :V = !(Blkd. 1 @ 1" ! @-l8"o. c. I !o.c. !o.c. : 150 4 I5/8"Cgpsu C.S.@l 1/2"0 s 1O"XBI :16d@ 8" :16de 6" :V = ! (Blkd. 1 ! @ 3 3, *' 0 . c . I l0.c. !o.c. ! 155 3 :1/2"Gppsum Bci:3dC.?i.@:l;2"0 x lO".~B~Ramset i3348:16de 6" :16de 6" :V= 6 .;l/ "G~ps~~~~~~dC.S.@~1/2*~0 x 10"AB:Ramset #3348:16d@ 6" :16d 6" :V= x 10"XBI . :16d@ 4" :Simpson :V= - .. I I I ELF@@ I oc.6d:@32"o.c.' ~2.1" :o.c. !o.c. ! 200 - 91 1 j/8"( E f ( E&. 1 ( 5 /8 " 1 ! 4 "oc .6d ! $3 2" 0. c . l@l6" l0.c. r0.c. ! 230 I !A33821" ! 300 !o.c. :16d@ 4" :Simpson :V = ! @21"0. c . I !o.c. ! A35 e16" ! 350 9 :3/8" Plpood 18d @ 6":5/8"d s 10"XB: :L6d@ 6'' :Simpson :V = 10 :3/8" Plywood 186 8 4":5/8"0 :i 10".4Bf :16d@ 4" :Simpson :C- = 11 :3/8" Plyxood :I36 @ 3"15/8"0 s 1O"AS: :16d@ 5'' :Simpson :V = 12 waii eivwooci 336 ~**:5/8~*0 x io"xe: :16d @2- :Simpson :V = 13 :3/8" Plywood '8d 42 2" :3/4"0 x l2"ABI : 16d @ 2";Simpson :V = 1 12row stalA33 8"!730 4":3/4"0 x l2"ABI 116d @ 2":Simpson :V = ! Lst ! d16"o. c . I :2row sta:A35 e 8"!570 13 :3/8" Plywo -8d 8 2-13/-4"0 x 12"AB: :16d e 1-isimpson :V = 16 :3/8" Plvwo &,8d @ 2"13/JJ'O x 12"XBI :16d e 1-:Simpson :V = 17 ~1/2"Gypsum Bd16dC.N.@:1/2"0 x 10"AB: . :16d e 8":16d @ 6":V = 18 :i/B"Stucco _:16~augei 5/8"O x 1O"AB: :16d e 6"~Simpson :V = :over paper Ie3"o.c. :@32" O.C. I I ;o.c. :A35 e16":325 I I 4 ! (std. I Q0;o.c. ! @2 2'*0. c . t !o.c. !A35 e24" ! 265 - flstd. I @0:0.5_. : 4?2 4 *' 0. c . 1 l0.c. !A35 @16*!385 tlstd.1 @@ @!o.c. ! @16"0. c . I l0.c. ~35 ew!m :(std. 1 @@@;o,c. !@16"0.c. I !1/2 o.c.lA35 @12"!635 !IStruct&)B 0iO.C. ! 61 6"o. c . I ! stdg) E& \ ! L/2"0. c ! @l6" 0. c . l(stPfiEA1lo.c. !@16" O.C. I ! l/2" rrs!@12" ecs! 1210 I I I I I ! 1/2" 2rs!@12" ecs! 1135 I I :s 4' (9 @!-I" o.c.!@32" O.C. I l0.c. l0.c. !175 :back lath @top&bo I I I t I t I I -t I 1 * 9 * I I t t I I FOOTNOTES : CON. - COMMON NAILS FOR PLYWOOD; COOLER NAILS FOR GYPSUM BOARD BLKD. - ALL EDGES OF SHEATHING MATERIAL TO BE BLOCKED (Ea.F.) - EACH FACE STD - CCX or CDX, OR STRUCTURAL lt2" PLYWOOD _- USE 8d COMMON NAILS e12" O.C. FIELD STRUCTURAL X1 PLYWOOD . - I. - .- USE 5/8" TYPE "X" GYPSUM BD. FOR TYPE V -1 HO6 WALL'kSEnBLIgS . ALL EDGES SHALL BE BLOCKED WITH 4 X 0.C. - ON CENTER --_. - * - 15- - . .*. - .I ._ 8.- 1 ' ,: .- 3- i ., . .- . L' 2 -t COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES 1-25-90 CL-2297 Mr. & Mrs. Yada 5530 El Camino Real Carlsbad, CA 92008 Subject: Foundation plan review Proposed Yade Residence 1835 Buena Vista Way Carlsbad, CA Dear Mr. & Mrs. Yada: Per your request we have reviewed the project foundation plan prepared by Robinson Incorporated. Subsquent to our review, it is our understanding foundations will consist of both raised floor and slab on grade construction. Therefore, we are providing additional design criteria with regard to raised floor foundations. The following design information should be ammended to our previously submitted report entitled ”Preliminary Soils Investigation’’ dated October 26, 1989. Isolated footings 24 inches square, founded a minimum of 12 inches into firm native ground and/or properly compacted fi 11. wi 11 have an allowable soil bearing pressure of 3000 pounds per square foot. In conclusion, foundation recommendations set forth in our preliminary soils report and the amendments presented herein have been incorporated into the foundation plan prepared by Robinson, Inc. If you have any questions, please do not hesitate to contact us. This opportunity to be of service is sincerly appreciated. Respectifully submitted. COMPACTION LABS, Alan H. Sargent President RKA: mg INC. # Dale R. Regli Registered Civil Engineer 19393 Geotechnical Engineer 000713 Post Office Box 271338, Escondido, CA 92027 (619) 741-5289 , COMPACTION LABS, INC. pj,j (//i c .-- --”-”, SOIL TESTINa & INSPECTION SERVICES h PRELIMINARY SO1 LS INVESTIGATION for Proposed Yada Residence Buena Vista Way ‘ Carl sbad, Cal i f orni a Prepared for MR. AND MRS. HENRY YADA c/o Robinson, Inc. 945 South Mission Avenue Fa1 1 brook, California 92028 October 26, 1989 Project No. CL-2297 Post Office Box 271338, Escondido, CA 92027 (619) 741-5289 . CQMPACTION LABS, INC. SOIL TR%TlN.O & IWSPLCTION 8ERVICES h Mr. and Mrs. Henry Yada c/o Robinson, Inc. 945 South Mission Avenue I Fa1 1 brook, California 92028 Subject: Proposed Yada Residence Buena Vista Way Carlsbad, California Dear Mr. and Mrs. Yada: October 26, 1989 Project No. CL-2297 Per your request, we have performed a preliminary soils investigation for the subject project. The purpose of our investigation was to evaluate the suitability of the site for the proposed development and make recommendations with regard to site grading and foundation design. Briefly, the investigation reveals favorable soil conditions and in our opinion the site is suitable for the proposed development, provided recommendations set forth in the attached report are adhered to. If you have any questions, please do not hesitate to contac opportunity to be of service is sincerely appreciated. Respectfully submitted, COMPACTION LABS, INC. DdJ+k Alan H. Sargent President RKA/vi p cc: (3) submitted Post Office Box 27l338, Escondido, CA 92027 (619) 741-5289 . COMPACTION LABS, INC. SOIL TESTING 81 INSPECTION SERVICES TABLE OF CONTENTS 1. Purpose and Scope 2. Location and Descriptio0 of Site 3. Field Investigation 4. Soils Conditions 5. Laboratory Testing 6. Recommendations and Conclusions A. Grading B. Foundations C. Slopes D. Retaining Walls E. Review of Grading Plan 7. Uncertainty & Limitations Page 1 1 1 2 2 2 5 APPENDIX Appendix "A" -- Exploration Legend and Unified Soil Classification Chart Plate No. 1 Test Pit Location Plan Plate No. 2 - 7 Exploration Log Plate No. 8 Tabulation of Test Results Appendix "B" -- Recommended Grading Specifications COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES Project No. CL-2297 October 26, 1989 Page 1 1. PURPOSE & SCOPE I\. The purpose of the investigation was to determine if the site is suitable for the proposed single family dwelling. The scope of the investigation was to: A. Determi ne the physical properties and engineering characteristics of the surface and subsurface soils. 6. Provide design information with regard to grading, site preparation, and foundation design of the proposed structures. 2. LOCATION AND DESCRIPTION OF SITE The site is located at 1835 Buena Vista Way, in the City of Carlsbad, California. The 4.3 acre rectangular shaped lot is bordered by Val ley Street ‘to the southwest, Buena Vista Way to the northwest, McCaully Lane to the southeast, and a single family dwelling and agricultural development to the northeast. Site topography consists of gently terrain sloping downward to the west and southwest. The site is presently utilized for agricultural purposes. the southeast region of the property and the remaining land is utilized for cultivating crops. Greenhouses occupy Surface vegetation consi sted of recent1 y pl owed crops. It is our understanding, the proposed residence is to be constructed at the north corner of the property. The remaining land will continue to be utilized for agricultural purposes. acre parcel was explored at the time of our investigation to determine soil conditions in the event of future development. Due to uncertainties involved as to the type of construction that will occupy the remaining land in the future, recommendations presented herein only apply to the newly planned residence. Therefore, subsequent to completi’ng preliminary plans for future development, we should be contacted to review them for the purpose of updating recommendations presented in this report. However, at the request of the owner the entire 4.3 3. FIELD INVESTIGATION The field investigation was performed on October 17, 1989, and included an inspection of the site and the excavation of six exploratory trenches, with a backhoe to depths of ten feet. Plate No. I, entitled “Test Pit Location Plan.“ Location of test pits are shown on attached COMPACTION LABS, INC. Project No. CL-2297 October 26. 1989 SOIL TESTING a INSPECTION SERVICES Page 2 As excavation proceeded representative bulk samples were collected. In place natural densities and moisture content were determined at different depths in the excavations and are included in Plate No.'s 2 - 7. h 4. SOIL CONDITIONS Loos? surficia1,soils eilty-sands) consisting of plowed ground were found to be 2, 2', 1-1/2, 1-1/2, 2' and 2' in depth in Test Pit No.'s 1 through 6, respectively. Underlying native formational soils to depths explored were medium dense to dense si1 ty-sands (coastal terrace deposit). Expansive soils were not observed in any of our test pit excavations. Therefore, no consideration need be given this characteristic. Groundwater was not encountered at the time of our investigation, nor did caving of exploratory trenches occur. 5. LABORATORY SOIL TESTING All laboratory tests were performed on typical soils in accordance with accepted test methods of the American Society for Testing and Materials (ASTM). Tests conducted include: (1) Maximum Density & Optimum Moisture (2 Direct Shear (Remold) (3 Sieve Analysis (4 Field Density & Moisture (5) Expansion Potential (conducted in accordance with requirements of the City of San Diego Test for Expansive Soils.) I Test results are tabulated on the attached Plate No.% 2 through 8, entitled "Exploration Log & Tabulation of Test Results". 6. RECOMMENDATIONS & CONCLUSIONS General It is our understanding wood frame construction utiziling slab on grade foundations are planned. In our opinion, the site is suitable for the single family dwelling. Recommendations contained in this report should be incorporated in the planning, design and construction phase of the subject project. t COMPACTION LABS, INC. SOIL TESTING a INSPECTION SERVICES 6A. Grading +Genera 1 Project No. CL-2297 October 26, 1989 Page 3 Grading at the site will be required to remove and recompact loose surficial soils and to construct a level building pad to accommodate the proposed residence. All grading should be performed in accordance with the City of Carlsbad Grading Ordinance and the Recommendations/Specifications presented in this report. Subsequent to site demolition, loose surficial top soils (plowed ground), as indicated on attached Plate NO'S. 2 and 3, should be undercut or removed to firm native ground and recompacted in accordance with attached Appendix "Bl' enti tl ed "Recommended Grading Specifications.'' Fi rm native ground may be determined as undisturbed soil having an insitu density of greater than 85 percent of maximum dry density. ground is exposed and properly prepared prior to filling. Plate No's. 4 through 7 represent future development.) Prior to constructing fill slopes, shear keys should be excavated a minimum of 2 feet into firm native ground, inclined back into slope and have a minimum width of 10 feet. We should be contacted to document keyways were properly constructed prior to placing fill. Shear keys are not required if existing terrain is flatter than a 5:l inclination (horizontal to vertical units). All fill soils generated from earthwork construction should be placed in conformance with attached Appendix B, entitled "Recommended Grading Speci f i cations" . In the event imported soils are required, they should be non-expansive (less than 2% swell) and granular by nature, having strength parameters equal to or greater than the prevailing on-site soils. We should be contacted to inspect and/or test imported soils prior to hauling them on-site to assure they will be suitable for the proposed construction. & We should be contacted to document firm native (Note: If encountered, leach lines and/or pipes should be removed. Concrete pipes may be crushed in-place. Trench lines should be recompacted in accordance with Appendix "B" . It is highly probable the proposed structure will be traversed by,a transition from cut to fill. Therefore, to reduce structural damage occurring from foundations bearing on two different soils types, the following measure should be employed. It is recommended the cut side of the transitional areas be removed to a depth of one foot below the bottom of the deepest proposed footing and brought back to grade with properly compacted fill. This will allow the proposed structure to bear entirely on a compacted fill matt, thus reducing the probability of differential settlement. The removal area should extend under a minimum of five feet beyond the proposed dwelling. COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES Project No. CL-2297 October 26, 1989 Page 4 e 6B. Foundations General The prevailing on-site soils are comprised of high strength, non-expansive sandy soils. aforementioned grading recommendations are adhered to. I% Therefore, conventional foundations may be uti1 ized provided the For one story construction: Continuous footings having a minimum width of 12 inches and founded a minimum depth of 12 inches below lowest adjacent grade will have an allowable soil bearing pressure of 2000 pounds per square foot. For two story construction: Continuous footings should be founded a minimum of 18 inches below lowest adjacent grade. All continuous footings are to be reinforced with one #4 bar top and bottom. Steel should be positioned 3 inches above bottom of footing and 3 inches below top of foot i ng. Interior slabs should be a minimum of 4 inches in thickness and reinforced with 6 X 6, W1.4 X W1.4 welded wire mesh. 6C. Slopes Cut and compacted fill slopes constructed to maximum of heights of 15 feet with minimum slope ratios of 2:l (horizontal to vertical units) will be stable with relation to deep seated failure provided they are properly maintained. During grading, positive drainage away from top of slopes should be provided. Subsequent to completion of grading, slopes should be planted, as soon as possible, with light groundcover indigenous to the area. I 6D. Retaining Walls For static conditions the prevailing soils will have an allowable equivalent passive fluid pressure of 369 psf, increasing 369 psf per foot of depth. Allowable pressures assume walls are backfilled with a non-expansive sand a distance behind the wall equivalent to two-thirds of retained height. Allowable active pressures may be assumed to be equivalent to the pressure of a fluid weighing 38 pcf for unrestrained walls. These values assume a vertical, smooth wall, and a level, drained backfill, Should these conditions not be met, we should be contacted for new values. Allowable active pressures for restrained walls may be assumed to be equivalent to the pressure of a fluid weighing 38 pcf, plus an additional uniform lateral pressure of 8H pcf. vertical feet. H = height of retained soil above top of wall footing in COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES Project No. CL-2297 October 26, 1989 Page 5 The coefficient of friction of concrete to soil may be assumed to be .40 for resistance to horizontal movement. "6E. Review of Grading Plan Approved site and grading plans were not available at the time of our investigation. Therefore, upon their completion we would like to review them to assure compliance with the recommendations presented in this report. Preliminary plans used during our investigation were prepared by Robinson Incorporated, dated October 4, 1989. 7. UNCERTAINTY AND LIMITATIONS Surface and subsurface soils are assumed to be uniform. Therefore, should soils encountered during construction differ from those presented in this report, we should be contacted to provide their engineering properties. It is the responsibility of the owner and contractor to carry out recommendations set forth in this report. During our investigation of subject site, evidence of faulting was not encountered. Subsequent to review of available geologic 1 iterature, we feel any faulting in the vicinity of the site may be classified as inactive. However, it should be noted that San Diego County is located in a high seismic area with regard to earthquake. Earthquake proof projects are economically assume no 1 iabi 1 i ty. We assume the onsite safety of our personnel only. We cannot assume liability of personnel other than our own. It is the responsibilty of the owner and contractor to insure construction operations are conducted in a safe manner and in conformance with regulations governed by CAL-OSHA and/or 1 oca1 agencies. . unfeasible. Therefore, damage as a result of earthquake is probable, and we If you have any questions, pl opportunity to be of service ease is si do not hesitate to contact us. ncerely appreciated. Respectfully submitted, COMPACTION LABS, INC. Alan H. Sargetft President Dale R. Regli Registered Civil .Engi Geotechnical Engineer OOm RKA/v i p cc: (3) submitted COMPACTION LABS SOIL TESTING & INSPtClION StRVlCt 5 EXPLORATION LEGEND 1. COMSC GMLNLO, More than half of aaterial is 1ars.r than No. ZOO steve sit.. S;nAVLLS CLEW GMMLS More thhn half oC coarse fraction is larger than Yo. 4 . sieve site but smallor than 3". GRAVELS WITH CINCS (Appreciable mount ot Cines) CLEAN SANDS ?lore than half of coarse Iractlon is smaller than No. 4 sieve sit.. SANDS WITH PINES (Apprcclabla mount or tines) 11. VLWE GMINLD, Mor. than haLC oC material 1s SmalLeK than YO. 200 8i.V. SiZ.. SILTS AND CLAYS LLquld LLnlt lesr than SO SILTS AND CLAYS Llguid Limit greater than SO HIGHLY ORGANIC SOILd ad CP cn CC sw SP SM sc CL OL m CH OH FT we I L qradad qraw Is , qrave L - sand mixtures, little ar no Cines. Poorly graded gravels, qraval rand mlxtures, little or no tines. Silty qravelr, poorly graded gravel-sand-silt mirtucem. Clayey qr~volr. poorly graded qrwil-rand, clay mixtures . Woll graded sand,qrrvaLly sands, Little or no Cines. Poorly graded rands,qravelly sands, little or no Cinrs. rand and rllt mixturrs. Clayey sands. poorly graded rand and clay alxtuceB. Silty DandD, poorly qradad Inorganic silts and very Line sands, rock flour, smdy rllt oc clayey-silt-rand mLxture~ uLth sliqht plast- Acity InorganLc elaye oC low to medium plastlclty,qravelly clays, randy claym.rilky clays, lean clays. Orqanlc silts and organLc sLLty clays of 1- plasticity Lnarqanic silts. mLeaceous OC dirtO1Wceou8 fino randy or silty soils, elastic 1i1ts. Inorganic clays of hiqh plastlclty, fat clays. Orjanlc clays of medium to hi911 plasticity. Peat and othor hLjhly orpanic roils. * - Water level at time of excavation or as indicated' US - Undisturbed, driven ring sample or tube sample CK - Undisturbed chunk sample BG - Oul k sample AP P E N DI X 'A' Post Office Box 271338, Escondido, CA 92027 (619) 741.5289 , .. '_ COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES TEST PIT LOCATION PLAN Y \E5T PIT LDUT I DM \ PROJECT NO. LL, ZZ77 PLATE NO. ONE . COMPACTION LABS, INC. ' SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME Yada Residence DATE LOGGED 10-1 7-89 ELEVATION Exi s ti ng Grade TEST PIT NO. One h h c. Q, Q, c v 5 P 0" 1 2 3 4 5 6 7 8 9 8 I-" 5 Q, p. cn - BG CK BG CK 121.1 114.4 7.1 8.5 29.7 28.6 21.8 Description & Remarks Brown, Humid to Moist, Loose Silty-Sand. (P1 owed Ground) Orange-Browny Moist, Dense, Silty-Sand. (Firm Native - Coastal Terrace Deposit) (Lenses of Clean Sands at 8') PROJECT NO. CL-2297 PLATE NO. Two COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG DATE LOGGED 1 0-1 7-89 PROJECT NAME Yada Residence ELEVATION Existing Grade TEST PIT NO. TWO r- 121.2 7.4 SM Description & Remarks Brown, Moist, Loose Silty-Sand. (P1 owed Ground) Tan Brown, Moist, Dense, Silty-Sand. (Firm Native - Coastal Terrace Deposit) (Becomes Orange at 4') BOTTOM OF TEST PIT. PLATE NO. Three PROJECT NO. CL-2297 . . * COMPACTION LABS INC. SOIL TESTING INSPECTION SERVI~ES EXPLORATION LOG PROJECT NAME Yada Residence DATE LOGGED 10-1 7-89 h ELEVATION Exi sti nq Grade TEST PIT NO. Three CK CK 115.1 120.6 6.0 7.4 32.7 4' SM - SM Description & Remarks Dark-Brown , Moi st , Loose Sd 1 ty-Sand. ( P1 owed Ground) Tan, Humid, Dense Silty-Sand. (Firm Native Coastal Terrace Deposit) (Tan-Orange at 4') (Thin Lenses of Clean Sands) BOTTOM OF TEST PIT. CL-2297 PLATE NO. Four PROJECT NO. . COMPACTION LABS, INC. ' SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT VAME Yada Res i dence DATE LOGGED 10-1 7-89 ELEVATION Exi sti ng Grade, TEST PIT NO. Four - h c a, Q, .e v r, P Is - 1 2 3 4 5 6 7 8 9 10 8. r-" s a, P v) - BG PROJECT NO. 23.1 Description & Remarks Dark Brown, Moi st, Loose Si 1 ty-Sand. (Plowed Ground) Tan-Orange , Moi st, Medi urn Dense, Si 1 ty-Sand. (Firm Native - Coastal Terrace Deposit) (Orange at 4') (Thin Lenses of Clean Sands) BOTTOM OF TEST PIT. CL-2297 PLATE NO. Five .- COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME Yada Residence DATE LOGGED O-1 7-*9 ELEVATION Exi s ti nq Grade TEST PIT NO. Five n c. Q, Q, c v 5 f? 1 2 3 4 5 6 7 8 CK 125.6 7.7 Description & Remarks Dark Brown, Moist, Loose Si 1 ty-Sand. (P1 owed Ground) Tan Orange, Moist, Dense Si 1 ty-Sand. (Firm Native - Coastal Terrace kposi t) (Clay Tint) (Lenses of C1 ean Sands) BOTTOM OF TEST PIT. PROJECT NO. CL-2297 PLATE NO. Six * COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME Yada Residence DATE LOGGED 10-1 7-89 ELEVATION Exi s ti ng Grade TEST PIT NO. six 1 2 3 4 5 6 7 8 9 10 - CK - 118.1 9.5 29.4 6' SM SM Description & Remarks Dark Brown, Moi st Loose Si 1 ty-Sand. ( P1 owed Ground) Tan Orange, Moist, Dense, Si 1 ty-Sand. (Firm Native - Coastal Terrace kposi t) (Lenses of Clean Sands) BOTTOM OF TEST PIT. PROJECT NO. CL-2297 PLATE NO. Seven . COMPACTION LABS, INC. SOIL TESTING S INSPECTION SERVICES TABULATION OF TEST RESULTS Optimum Moisture, Maximum Density Orange-Brown Si 1 ty-Sand P1 @ 2' 133.8 8.0 Orange Si 1 ty-Sand P4 @ 4' 131 .O 8.8 Expansion Potential Condition Rem. 90% Initial Moisture (X): 7.9 Air Dry Moisture (%): 1.2 Final Moisture (X): 13.1 Final Dry Density (pcf): 120.4 Load (psf): 150 Swell (X): .ooo Direct Shear Condition Rem. 90% Angle of Internal Friction ( ): 31 O Cohesion Intercept (pcf) : -267 PROJECT WO, CL-2297 PLATE No. Eiqht COMPACTION LABS, INC. SOIL TESTING b INSPECTION SERVICES RECOMMENDED GRADING SPECIFICATIONS (General Provisions) 1. INTENT The intent of these specifications is to provide general procedures in accordance with current standard practices regarding clearing, compacting natural ground, preparing areas to receive fill, and placing and compacting of fill soil to the lines, grades and slopes delineated on the available plans. Recommendations set forth in the attached preliminary soils investigation report and/or special provisions are a part of the "Recommended Grading Specifications" and shall supersede the provisions contained hereinafter in the case of conflict. 2. INSPECTION Q TESTING A qualified soil engineer shall be employed to inspect and test the earthwork in accordance with these specifications and the accepted plans. It will be necessary that the soils engineer or his representative be allowed to provide adequate inspection so that he 'may certify that the work was or was not accomplished as specified or indicated. It shall be the responsibility of the contractor to assist the soil engineer and to keep him appraised of work schedules, changes, new information and dates, and new unforeseen soils conditions so that he may make these certifications. If substandard conditions (questionable soil, poor moisture control, inadequate compaction, adverse weather, etc.) are encountered, the soil engineer will be empowered to either stop construction until the conditions are remedied or recommend rejection of the work. Soil tests used to determine the degree of compaction will be performed in accordance with the following American Society for Testing and Materials test methods: * Maximum Density & Optimum Moisture Content - ASTM D-1557-70T * Density of Soil In-Place - ASTM 0-1556 or ASTM 0-2922 and 3017 APPENDIX If3, Post Office Box 271338, Escondido, CA 92027 (619) 741-5289 . , L" COMPACTION LABS, INC. . * SOLL TESTING 6 INSPECTION SERVICES b 3. HATERIALS .* Those soils used as fill will have a minimum of 40 percent passing a 44 sieve. They will be free of vegetable matter or other deleterious substances 'and contain no rock over six inches in size. Should unsuitable materlal be encountered, the soil engineer will be contacted to provide recommendations. 4. PLACING AND SPREADING OF FILL The selected fill material shall be placed in layers which when compacted will not exceed 6 inches in thickness. Each layer shall be spread evenly and shall be thoroughly blgde mixed during the spreading to insure uniformity of material in each layer. When the moisture content of the fill material is below that recommended by the soil engineer, water shall then be added until the moisture content is as specified to assure thorough bonding during the compacting process. When the moisture content of the fill material is abov-e that recommended by the soil engineer, the fill material shall be aerated by blading or other satisfactory methods'until the moisture content is as specified. 5. COMPACTION After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted to not less than 90% relative compaction. Compaction shall be by sheepsfoot rollers, multiple-wheel pneumatic tired rollers or other types of rollers. Rolling shall be accomplished while the fill material is at the specified moisture content. Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient trips to insure that the desired density has been obtained. 0 The fill operation shall be continued in six inch compacted layers, or as specified above, until the fill has been brought to the finished slopes and grades shown on the available plans. . APPENDIX 'B' a. COMPACTION LABS, INC. SOIL TESTING 6 INSPECTION SERVICES . 6. WALL BACKFILL Backfill soil should consist of non-expansive sand. Compaction should be achieved with light hand-held pen'umatic tampers to avoid over compaction and hence cause structural damage. Wall backfill should be compacted to a minimum of 90 percent of maximum density. ** 7. TRENCH BACKFILL All trench backfill located within structural areas should be compacted to a minimum of ninety percent of maximum density. APPENDIX '6' ,.t, , .. .. , .>". .. ,." . ? CERTIFICATE OF COMPLIANCE: Residential ................................................... r" Project Title: Yada Residence Project Address: Building Title: Yada Hesidence Docctmen t Author: Stephen Bochinsl.::i 'f e 1 e p hon e : (t19) 726-S218 * Garlsbad Building Fermit # Plan Check i Date GENERAL INFORMATION Conditioned Floor Area: 2563 ft2 Euildinq Type: SFD Single Family Detached Eirilding Front Orientation: 315 deg (West) Fiimr Construction Type: Slab on grade In+iltration Control: CE C-S tan d a rd Number of Ewelling Units: 1 BU 11-I2 IWij SHELL I NSULAT ION Component I nsu 1 TYPE R-va 1 cre Doar c:'i Doot- Wai 1 11 Wall 3. 1 Wall 11 Chi i ing 19 Cei. i iny 3 (1) --.1-1.---.---.---- ---I--.-I F:' 1 on r Slab Perimeter C-J .-. Area (ft2, Lacation/Comments Uncondi ticined cicr t 5 i d e Unconditioned Oti ts i c5 e Attic Outs i. d e Attic Grade Ocr ts i de F'anes G 1 ass Type --I--- Clear C: 1 e a F-' Clear Clear Cleat- Clear Interior Shading Lght Grape Lyht Drape Lght Drape tq h t Drape Light Drape Lght Drape I- ---------- Exterior Shading None None None None None None ----.-.--I ov e r i-Ian cj and Fins Mane None None Overhang None None ------I I Frame I yp!? Meta i ti OF: r a me Me ta i Metal MEt3.l Ple i:a 1 T ? . CERTIFICATION OF COMPLIANCE DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 CITY OF CARLSBAD Plan Check No. ,-L-L- - ~ ~ This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. Car Is bad Unified 6350 Yarrow Drive Ste. A Carlsbad, CA 92009 (43+W$&l 729-7’291 San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) Encinitas Union Elementary 189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) San Dieguito Union High School Pro j ect Applicant : Project Address : APN:/Sh - 3a-d / RESIDENTIAL: SQ. FT. of living area &L3 Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area 6f5 COMMERCIAL/ INDU Prepared By Date I FEE CERTIFICATION (To be completed by the School District) /Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $ c\ :64q.5y based on LSd3 sq. ft.@ \- s 8 Comm/Indust Fee Levied: $ based on sq. ft.@ AB 2926 and SB 201 fees are capped at81.53 per square foot for residential. AB 2926 is capped at $.25 per square foot for cownercial/industrial. Henry Yada 5538 El Camino Real Carlsbad, California 92008 March 24, 1990 CITY OF CARLSBAD Engineering Department 2075 Ias Palmas Drive Carlsbad, California 92009 Dear Mr. Robert Wojcik: As part of the ongoing effort to satisfy all conditions specified for the completion of the issuance of Building Permit CB 891349, we are suhitting the following items: (1 ) A Statement-that presents the existing cleared condition of the right-of-way proposed for Mccauley Lane (especially in regard to dedication of land as Mccauley Lane right-of-way). (2) A Truck Accessing Plan for the site which operates in accord- ance with the conditions stated in Conditional Use Permit, Cup-230 (A). The above items are specifically referenced in CUP-230(A) and a Planning caranission Resolution Number 2861 executed on May 17, 1989. Please refer to the Engineering Conditions items 10f and 10d for the respective requirements in this resolution. We certainly hope that these items are satisfactory to the City Engineer. If you have any questions or comnents regarding the above items, please contact Jim Yada at (619) 630-9133 or (714) 833-3000 extension 4882 at your convenience. Sincerely yours, : jky Attachments : 2 CC : Michael Holpniller Michael Robinson Henry Yada 5538 El Camino Real Carlsbad, CA 92008 March 24, 1990 Reference: Conditional Use Permit, CUP-230(A) Planning Catmission Resolution No. 2861 STATE": Pursuant to Item 1OF of the Engineering Conditions specified in the executed Planning carrpnission Resolution No. 2861, we hereby declare that the following description presents the true condition of the property on March 24, 1990: There are no underground storage tanks in, on, underymund,:or in the path of the portion of property identified in Item 1OA of the Resolution 2861's section of Engineering conditions. There are no other stored materials or facilities that lay within the propsed and existing right-of-way of McCauley Lane. We do not intend to, nor anticipate, using this strip of property for storing any materials or for placing facilities on it as of this date for the no& operations of our farming activity. We understand that being in canpliance with Item 1OF of the Eslgineering Conditions is required and hope that this statement is acceptable and sat- isfactory with the City Engineer. Respectfully sldmitted, cc: Michael Holzmiller Michael Robinson Henry Yada 5538 El Camino Real Carlsbad, CA 92008 March 24, 1990 Reference: Conditional Use Permit, arP-230(A) Planning (h-rdssion Resolution No. 2861 Pursuant to Item 1 OD of the Engineering Conditions specified in the executed Planning Comnission Resolution No. 2861, we are hereby subitting the required Truck Accessing Plan which is currently in use for our agricultural farming operations. This plan is proposed for continued use to address the following items, if acceptable to the City Engineer: (1 ) Tvpe and Size of trucks serving the site. (2) Truck parking, loading and turn-around areas. (3) The specific route for trucks serving the site. (4) Specific locations for site access. TRUCK ACCESSING PLAN: I. Type and Size of Trucks The existing use of the site for fresh market produce and floral production requires the general use of light duty farm trucks. The specific type and size of trucks to be utilized shall be limited to the following: (a) Tm Moderate Duty Three-Quarter Ton, Flatbed Trucks used for transferring field crates and produce. (b) Tm Light Duty One-Half Ton, General Purpose Trucks used to make general deliveries of farm equipnent and supplies. 11. Truck Parking, Loading and Turn-Around Areas All of the required truck parking, loading, unloading, and turing around shall be conducted in the access lanes or areas inmediately adjacent to the growing grounds, entirely within the property boundaries. Adequate areas will be allotted to handle any related truck deliveries, staging, manuvering, or parking. The majority of the parking will be directed to the general Area 1 (see attached). 111. Specific Route for Trucks Serving the Site The following truck route will be used to serve the subject site: (a) Entry. All trucks shall approach the site directly frm Elm Avenue to Valley Street and then a right turn into the property via a gated entry from Valley Street. (b) Exit. All trucks shall exit the site by exiting the gated entry and turning left onto Valley Street and then onto ELm Avenue. March 24, 1990 TRUCK ACCESSING PLAN: (continued) IV. Specific Locations for Site Access All of the trucks shhll enter and exit the site through the gated entry accessable by way of Valley Street directly. at a location approximately 200 feet south fm the corner of Valley Street and Buena Vista Avenue. This access is planned to be the only entrance for all vehicles serving the site since this is presently more than adequate for facilitating the operations at the location. The entry currently exists Itsuko Yada 3pfq90 I I I 0 0 c1 t I I I I I I I I I 46777 L. I . 3.09 AC. / .. .. , :i 8- I' c BUILDING 04/30/90 11:09 Page 1 of 1 Job Address: 1835 BUENA VISTA WY Permit Type: PLAN CHECK REVISION Parcel No: 156-220-01-00 Valuation: 0 Construction Type: NEW Occupancy Group: Class Description: FOUNDATION REVISION IFJSP. - DATE , i CLEARANCE PERMIT PCR No: PCR90052 Project No: A8902205 Development No: Str: Fk Ste: Xi.05 M!.30/90 $1. $2 C-F'F;f.jT 15:o Y :j;. Ck-Lt//a- Status: ISSUED Code : Applied : 04/30/90 Apr/Issue : 04/30/90 Validated By: DC ** .-- .ta .-- > I' '1 e 150.0( CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 4381161 ESGIL CORPORATION 9320 CHESAPEAKE DR.* SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE : .r/?/-?O JURISDICTION: -6A9 Rdvrs I w PLAN CHECK NO: 64- (3Y7 SET : zc7- 112 FILE COPY auPs TIDESIGNER PROJECT ADDRESS: (63 s ItUFtvrC VrSM bk!f PROJECT NAME: YAPA SFR Re vr5rw B 0 n 13 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 are resolved and checked by building department staff. The plans transmitted herewith have signi€icant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's 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 haseen completed. c1 0 Esgil staff - did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS : By: P HSLML . Enclosures: ESGIL CORPORATION qb DGA DAA Ovw ODM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) 560-1468 DATE : 2/6/40 a APPLICANT JURISDICTION: CA/r (-s b AD ISDICTION'-> ekvc5rcw PLAN CHECK NO: 69 - IJqS SET : SLP P UUPS EDESIGNER PROJECT ADDRESS: /ax l3c/&/vA VISM GA-Y PROJECT NAME: ?&A 5 F/c e\rvcS rrw The plans transmitted herewith have been corrected where building codes. 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. 0 identified on the enclosed check list and should be corrected The check list transmitted herewith is for your information. plans are submitted for recheck. @ The plans are being held at Esgil Corp. until corrected The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. @)The applicant's copy of the check list has been sent to: QOlSW AReK 611 fi dfcv~o .sl- FfftC ir(c0otr 7'lQrh 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 Date contacted: ZA /Po Telephone # ' been completed. Person contacted: P@6rSruJ ACu+ REMARKS: cwu2wJH/ m cco S3 c,wasA,u DbM-vt '& h!~L rcmcrr FCoorC ~DP,.wS AAm rtnNU SfCrty AY (ColurClcn * ref24 Enclosures: “ ..~LIY..,..”_I._ ....- . . . .. ... ESGIL CORPOFUTION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56@1468 DATE : 1//7 /io APPLICANT / JURISDICTION: mcs OAD OFILE COPY OUPS iZkut5r o~ PLAN CHECK NO: 69- i3YS . SET : CL~ 5 QDES IGNER PROJECT ADDRESS: lb 3c 8C/kNA WfM 4fir \ PROJECT NAME: YhP s- 1, \ The plans transmitted herewith have been corrected where \ 0 ‘necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted f0r.a complete recheck. 0 with the jurisdiction’s building codes when minor deficien- - cies identified are resolved and 0 identified on the enclosed check list and should be corrected The check list transmitted herewith is for your information. plans are submitted for recheck. @ The plans are being held at Esgil corp. until corrected The applicant’s copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. BThe applicant’s copy of the check list has been sent to: Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # ~ ‘ 0 REMARKS: By : p t45ccttr Enclosures: ESGIL CORPORATION vir OGA OAA Ow ODM -I..*yL.wyyu.rdi -.-. >.. . ..... . . . . . . -. I' Citp of CarIsbab JURISDICTION: Date //;?,hO PROJECT ADDRESS: (63 r DUkNVA UlSW ulty TO: Eo&c5 Ud PLAN CORRECTION SHEET Plan? Check No. 69- /3V$ P&u serz Date plans received by the jurisdiction Date plans received by plan checker Date initial plan check completed vi /A7 Bv P fisrcmntc FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. regulations enforced by the Building Inspection Department. based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The plan check is based on You may have other corrections The items circled below need clarification, modification or change. to be satisfied before the ,plans will be in conformance with the cited codes and regulations. Per Sec. 303 (e), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. All circled items have A. 0 PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, - to: RS 6rc C WP a To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which.each correction on this sheet has been made and return this check sheet with the revised plans. c 'b b' .-., - i&~y on tb. fewidation plan or structural eifiutioar sheet the soil elassffieatSon, %7roils rvpwion index and tho--d.sign baring capacity of the formdation.NU~a~&,~~ s+-!. i <--A -: i .- -' 2 Provide a let& from the soils-'&&ear plan have been reviewed and that it has been determined that the recouumdations in the soil roport are properly incorporated into the plans. (When required by the soil report). Cod- that the --@* Zhe foundation this project folloving soil I Note on the foundation plan that: 'Wior to the contractor requesting a Building Departamt foundation inspection, the soils engineer shall advise the Building Official in ! writing that: .. a. the building pad war prepsted in accordance with the soils report; ! b. the utility trenches have been properly 1 backfilled and compacted, and; t ' c. the foundation excavations, forming and reinfo-t comply with the soils ?port and approved plan". I I -a, 2' - . . . . . . . . Air Conditionina Commercial . .% @ . .- a -- Dater 1/17 Jurisdiction CWL5 b A9 Prepared byt 0 Bldg. Dept. VALUATION AND PLAN CHECK FEE 0 Esgil ?P PLAN CHECK NO. &s- 13Y7 /WI/ BUILDING ADDRESS APPLTCANT/CONTACT PHONE NO. BUILDING OCCUPANCY DESIGNER PHONE TYPE OF CONSTRUCTION -. CONTRACTOR PHONE Res id ent ial I Res. or Corn. Fire Sprinklers Total Value - BUILDING PORTION I BUILDING AREA I VALUATION I VALUE @ @ .. .. .:.: ... I - I* 1. .. Building Permit Fee $- -- Plan Check Fee $ $ 1m06 COMMENTS; 131a7 SHEET ( OF/ BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: 1 //5/PO a ITEM COMPLETE PLANCHECK NO. &J 347 REV 0 ITEM INCOMPLETE - NEEDS YOUR ACTION 1 2 3 1835 Bd! H.7A WBY X ITEM SELECTED 1 SNR TDD PD cc HH EE cc KK nu do C H E C K O 0 0 LEGAL REOUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property 1 ines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width and dimensioned setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, acent to buildi- existing mtiaas of finish arade ad.i topographical lines, existin proposed sl opes, dri veway with percent (X) grade and .. e patternQ 3. Provide legal description and Assessors Parcel Number. Di scret i OnarY ADDrOVal ComDl i ance No Discretionary approvals were required. for Project No. 4. 5. Project complies with all Engineering Conditions of Approval 6. Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions compl ied with by: Date: Field Review 7. Field review completed. No issues raised. 8. Field Review completed. The following issues or discrepancies with the site plan were found: A. Site 1 acks adequate pub1 ic improvements. 8. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. D. Grading is required to access site, create pad or provide for ultimate street improvement. FRM0010.DH 08/29/89 . ? E. Site access visibility problems exist. Provide onsite F. Other: turnaround or engineered solution to problem. Dedication Reau i remen t s 9. No dedication required. ,O. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate 1 egal description together with an 84" x 11" plat map and submit with a title report and the required processing fee. A1 1 easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date: By: a &h%4zL ImDrovement Reauirements 11. No public improvements required. 1 defective imDrovements found adjacent to buildina site must be reDaired to the satisfaction of the City insoector Drior to OccuDancY. 12. Public improvements required. This project requires construction of pub1 ic improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate pl ancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date: By: FRM0010.DH . i -13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. . Future Im rovement Agreement completed, Date 3/k/Fo BY:.&, Gradina Reauirementq 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fi 11, import, export). No grading required as determined by the information provided on the site plan. x 14. 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Gradinq Permit must be issued and qradinq substant i a1 1 v comDl ete and found acceDtab1 e to the Ci tv InsDector Drior to issuance of Buildina Permits. Grading Inspector sign off. Date: By: Mi scell aneous Permits - 16. - x 17. Right-of-way Permit not required. Right-of-way Permit required. A separate Right-of-way Permit issued by the Engineering Department is required for the fol1 owing : PR/wY /IPP~www - 18. Sewer Permit is not required. concurrent with Building Permit issuance. is noted below in the fees section. Industrial Waste Permit is not required. $ 19. Sewer Permit is required. A Sewer Permit is required The fee required x 20. FRMOOlO. DH - 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By: Fees Reauired ?$Q- 22. Park-in-Lieu Fee )c 23. Traffic Impact Fee Quadrant: - Fee per Unit: - Total Fee: Fee Per Unit: &a *o Bridge and Thoroughfare Fee Fee per Unit: - Total Fee: Public Facilities Fee required. Total Fee:p@e l$?h 24. th 25. -A!/!. 26. Facilities Management Fee Zone: 1 Fee: Wo& Sewer Fees Permit No. EDU’s 0 Fee:?&!!50e $ 27. b /I x. 28. Sewer L teraLrequired: 4 &% Fee: hqd- ENGINEERING AUTHORIZATION TO ISSUE PERMIT FRM0010.DH 08/29/89 u Q Y n I B tt 5 5 N * Y 1 a do 0 do 0 PLANNING CHECKLIST Plan Check No. scl-13yG1 cw- Address /8 35-&& &A APN: /5% zw-o/ Type of Project and Use I - &'6.&7 Phone 438-1161 P1 anner (Name) Zone /?-/-?eo Facilities Management Zone Lwend Item Complete @) Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number butat defic was identified Environmental Review Required: YES NO TYPE DATE OF COMPLETION: ency Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. DATE: PROJECT NO. - OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which requi re action. Conditions of Approval do 0 Coastal : YES NO x DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which requi re action. Conditions of Approval on 0- Landscape P1 an Required: YES NO - See attached submittal requirements for 1 andscape pl anr Site Plan: 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property 1 ines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. on u 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical 1 ines, existing and proposed slopes and driveway. Cln 0 1' on 0 3. Provide legal description of property. '000 4. Provide assessor's parcel number. . Zoning: no a 1. Setbacks: 00 0 00 0 00 Iz) on 0 Front: Requ i red Shown Int. Side: Requ i red Shown Street Side: Required Shown Rear: Requ i red Shown 2. Lot coverage: Requ i red Shown 3. Height: Requi red Shown 4. Parking: Spaces Required Shown Guest Spaces Required Shown Additional cmnts and remarks have been aade on the building plans. These marked-up plans +y be picked up at the Building Department. These marked- up plans must be resuhaitted with the revised plans for this project. Have plans been marked up? YES No )c c Additional Comments 4 OK TO ISSUE DATE ,-, PLNCK. FRM