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Home My WebLink About2748 ARGONAUTA ST; ; 81-256; PermitDECLARATIONS LENDER WORKEWSCOMPENSATION OWNERIBUILDER CONTRACTOR II In While - lnsoector Green - (1) Finance (2) Data Process, Yellow - Assessor Pink - Pipplicant Gold -Temporary File IP ? -r . L i n t I t i c + t ' 'City of c 1200 ELM, CARLS 08 TEL. (714) 438~5525 City , ., . : .%4ZiD , I Tei. I COMPLETE FOR W$:%HECK ONLY , "/ . I CONTACT PERSON SignalureofApplican MISCELLANEOUS FEE RECEIPT > . PLAN CHECK FEE HOUSE MOVING PUBLIC FACILITIES FEE S,CHOOL FEE - DISTRICT j i f ! 'WARNING PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE ' / APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. FEE ARE FORFEITED TO THE CITY, ~ White - Appjkant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assesso, i . .~~ .. ,~ .. .. . ...~... .. . "_ ~ . .~~..\ DECLARATIONS LENDER WORKER'SCOYPENSATION OWNERIBUILDER -1 CONTRACTOR If in " i- c c -4- L L + + t + 1 F L link"-rApplicant Gold temporary File I i \ I ~- \ 1 T I I I+ I! , 1. i 1( It I ! 1 t 1 I i- I I 4 i i I I 1 1 1 r T 1 i ~ I i i I 11 jI '1 i t 1 i i i L DECLARATIONS LENDER -1 WORKER'SCOMPENSATION II OWNERRUILDER CONTRACTOR 1- While - T I - lnspeclol Green - (1) Finance (2) Data PlOCeSS, Yellow - Assessor +Pin& - Applicant - Gold - z ;;1 a 0 W ! tt I i- f " T 7 -i 1 I I I- C c i L t t I I I " r c ." i 1 I T i I I i I i i ~ I I I i i i I I i L.1 1i I i -. 1 I i - , -1- PLANNING DEPARTMENT ZONE &OT SIZE LOT WIDTH I UNITS ALLOWED UNITS PROVIDED G PARKING SPACES REQUIRED @-q PROVIDED 4 % COVERAGE ALLOWED PROVIDED ' @Ic BUILDING HEIGHT ALLOWED %C PROVIDED 0 r/, .FRONT SETBACK: :ZZ::Z:DF INTRUSIONS I@ Pt SIDE SETBACK: REAR SETBACK: '~ LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: A 7L R.O.W. IMPROVEMENTS SEWER CONNECTION DRIVEWAY LOCATIONS GRADING PERMIT LEGAL DESCRIPTION es ADDITIONAL COMMENTS ,& L t ij'. &-4%d~,&~ F;,MPGk+. i4i6 5, DRAINAGE u v b . OK TO ISSUE: PW I OK TO FINAL FIRE DEPARTMENT , SPFIXKLING SYSTEM FIRE PROTECTION EQUIP. FIRE ALARMS EXITS FIRE HYDRANTS LOCATION ADDITIONAL COMMENTS OK TO ISSUE: DATE OK TO FINAL DATE r WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET DATE I I I I/ I ~ ... .. .- - ... . I .. I ... .... , ... .. -.. .. . .. .. .. -. -. ._ '. .- -. ? .. - . .. . . . . Section 3305 j : Handrarls 1979 Uniform lding Code Pf 1%. YIH. 1Y.bt' ACCEPTABLE ESGIL CORPORATION 9320 CHESAPEAKE DR., St'ITE 122 SAN DIEGO. CA 92138 (714) SBO-14BA ~~207 RESIDENTIAL ENERGY LAW ST.4TEMENT OF PLAN CONFORMANCE PLAN CHECK NO. Dl- 256 Effective July 1, 1978 every proposed residential building must be designed to comply with the State Residential Energy Conservation Law before a building permit can be issued. Section A or B of this form must be completed for each residential building permit application @ STANDARD DESIGN STATEMENT I have reviewed the plans being submitted for the proposed residential buildina at (site) for .. (owner) and tGe design in CAC Title 24, Sections T20-1401 through T20-1414. submitted substantially conform to the State Energy Conservation Standards mandated 1. Total window ad skylight glazing does not exceed 16% of the gross floor area. 2. Ceilings, walls, and flcors comply with the prescribed amounts of insulation. 5. Electric resistance qace heating does not exceed 10% of the annual heat load. 4. No electric service water heating proposed. 5. Complies with mandatory construction requirenents Date Signature Licensed as [optional) State of CA License E. ALTERNATIVE DESIGN STATBE.?lT No. (optional) I have reviewed the plans and the required sqporting calculations and data being submitted for the proposed residential building at (site) for- by the alternative design nethod to the State Energy Conservation Standards mandated in CAC Title 24. Sections TZO-1401 through T20-1414, including mandatory construction requirements (omer), and the design submitted substantially conforms Check all items submitted to document compliance by the alternative design method. Items 1 through 4 are required for alternative designs affecting the building envelope. I 0 form 1 , - Project Date Summary I 0 Form 3 - Heat Transfer Coefficient, Proposed Construction Assembly I 0 Form 2 I - Hourly and hual Building Heat Loss Rate Alternative Design Suunuary . .. -. """_ I 1-9 -F_ora-L~ - I? Form 5 - Life Cycle Cost Analysis for WAC Systems (Electrical Resistance Heating) 0 Fom 6 - Life Cycle Cost Analysis for Service Water Heating . I3 Specify Additional Supporting Date Submitted .. Date Signature Licensed as (optioira State ai CA License Revlsed 9/9/80 l+ctiona?) ESGIL CORPORATION 9320 CHEfSAPEAKE DR., RC'ITE 122 SAN DIEGO. CA 92123 (714) 560-146A ~~207 RESIDENTIAL EMRGY LAW STATEMENT OF PLAN CONFORMANCE PLAN CHECK NO. &I -256 Effective July 1. 1978 every proposed residential building must be designed to copiply with the State Residential Energy Conservation Law before a building permit can be issued. Section A or B of this form nust be completed for each residential building permit application. @ STANDARD DESIGN STATERENT I have reviewed the plans being submitted for the proposed residential building at (site) for submitted substantially conform to the State Energy Conservation Standards mandated (owner) and the design in CAC Title 24, Sections T20-1401 through T20-141i; 2. Ceilings, walls, and floors comply with the prescribed amounts of insulation. 1. Total window and skylight glazing does not exceed 16% of the gross floor area. 4. No electric service water heating proposed. 3. Electric resistance space heating does not exceed 10% of the annual heat load. 5. Complies with mandatory construction requirements Date Signature Licensed as [optional) State of C.4 License B. ALTERNATIVE DESIGN STATE*ENT No. (optional) I have reviewed the plans and the required supporting calculations and data being submitted for the proposed residential building at (site) for by the alternative design method to the State Energy Conservation Standards mandated requirements in CAC Title 24. Sections T20-1401 through TZO-1414. including mandatory construction Check all items submitted to document compliance by the alternative design method. Items 1 through 4 are required for alternative designs affecting the building envelope. 1 0 FO~ 1 I - Project Date summary I 0 Form 2 t - Hourly and Annual Building Heat Loss Rate I 0 Form 3 I - Heat Transfer Coefficient, Proposed Construction Assembly 1-9 -Fo0-4-, - Alternative Design Sumnary (owner). and the design submitted substantially conforms . .. -. -""" I 0 Form 6 - Life Cycle Cost Analysis for Service Plater Heating 0 Form 5 - Life Cycle Cost Analysis for WAC Systems (Electrical Resistance Heating) ILI Specify Additional Supporting Date Submitted Date Signature Licensed as (optional) State ot CA License Revlsed 4/9/80 (optional) Air Conditionine I I I I 1 Commercial " t- Residential I t- L I BRIAN SMITH ENGINEERS, INC. Client: Windsor Company 2656 State Street Carlsbad, CA 92008 SHEET Vito & Peter J. Gerardo Carlsbad, CA 92008 6741 Corintia Street II f~ I 21) Job NO. 5177-2 E. Brian Smith RCE 13817 July 28, 1981 EBS : gh "~ Structural calculations for a proposed duplex for Mr. Vito Gerardo. I . . i . . . . . . - .. ! . . I*. L . 1 . stor r 9 70 Ot= i i I i I ! i ! i i I ! I 1 I I ! i . i . . . .,' Ih ot .. t/ " ". = 39 P9 . . .. .. . ! I ~ I I ! I I . ." . ~. . ~ "" ... .... . .. _. .- - " . . .- WALL LlWi Mr. Vito Gerardo 6741 Corintio Street Carlsbod, Californio 92008 Subject: Project No. 81-5-21D Alternate Footing Design Lot 589 of Lo Costa Meodows Unit No. 4 Carlsbad, California Deor Mr. Gerordo: This is to present an alternate to the special footing design for expansive soil conditions recommended on poge 2 of our previous report on this project dated June 23, 1981. It is understood thot the proposed footing depth is now 1.0 foot below the lowest adjacent ground surface rather than 1.5 feet as recommended in the above dated report. In order to compensote for this reduction in footing depth, it is recommended thot the 1 .O foot deep footing should be reinforced with two "5 bars at 3 inches above the bottom of the footing ond two #5 bars placed 1 1/2 inches below the top of the stem wall of the footing. All other recommendations for special design presented in our previous report would still be volid. Respectfully submitted, BENTON ENGINEERING, INC. By &E& R.C. Remer Reviewed by RCE No. 10332 Distribution: (3) Addressee RCR/PHB/jr BENTON ENGINEERING. INC. APPLIED 80LL MECHANICS ~. FOUNDATIONS 5*N DIES0,CILIFORNIA 32-23 S540 RUFFlN R0.L" June 23, 1981 PHILIP HENKINO 9ENTON P"C.101*1. ClWL K*GJ*ll" h. Vito Gerordo 6741 Corintia Street Carlsbad, California 92008 Subject : Project No. 81-5-21D Final Report on Compocted Filled Ground Lot 589 of Lo Costa Meodows Unit No. 4 Carlsbad, Colifornia Gentlemen: This is to report the resulk of tests ond observotions made in order to inspect the compaction of filled ground ploced in the proposed building area on Lot 589 of La Costa Meadows Unit No. 4 in Corlsbad, Colifornio. The fill wos placed on June 17 ond 18, 1981. The opproximote area and depth of filled ground ploced under our inspection in accordance with the approved specifications ore shown on the ottached Drawing No. 1, entitled "Location of Compacted Filled Ground." The grading plan used for the placement of filled ground, dated December 11, 1980, wos prepared by Brian Smith Engineers. The approximote locations at which the tests were taken are shown on the attached Drawing No. 1 and the final test results are presented on page 3, under the "Toble of Test Rerulh." The laboratory determinations of the moximurn dry densities ond optimum moisture contents of the maior fill materials are presented on page 3, under the "Loborotory Test Results." Some of the moximum dry densities shown in the "Toble of Test Results" were combinations of these. The tests were token on the dotes indicated below: Test Number 1,2 and 3 4 and 5 Dote - June 17, 1981 June 18, 1981 The Final resulh of tests ond observotions indicate that the compacted filled ground has been placed at 90 percent of the moximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the moximum dry density, have o safe bearing volue of 1,930 pounds per quore foot for one foot wlde continuous footings founded at least 1.5 feet below the lowest cdjocent compacted filled ground surface and within the limits of the proposed building shown on Drawing No. 1. Mr. Vito Gerard0 I - Project No. 81-5-21D -2 - June 23, 1981 Approximately 2 feet of non-exponsive soils were placed over the existing critically expansive soils. In order to minimize poulble detrimental effects caused by these lower potentially expansive soils, the following special design ond precautions are recommended: . 1. he continuous interconnected reinforced concrete footings, wherever pdssible, and place these at o minimum depth of 1.5 feet below the lowest adjacent exterior final ground surfoce. If isolated interior column Footings are required, these should be placed at o depth of 2.0 feet below the lowest adjocent ground surface. 2. Reinforce and interconnect continuously with steel bars all interior and exterior footings with a rnlnimum of one 84 bar ot 3 inches above the bottom of all faotings and one #4 bar ploced 1 1/2 inches below the top of the stems of the footings. 3. Reinforce all concrete slobs with a minimum of 6 x 6 - 10/10 welded wire fabric and provide a base layer of ot least 4 inches of sand beneath all concrete slabs. A moisture barrier should be provided in the middle of the sand layer. 4. Separate garage slabs from perimeter footings by a 1/2 inch thickness of construction felt or equivalent, to allow independent movement of goroge slobs relative to perimeter footings. Assure complete sepomtion by extending the felt over the full depth of the front thickened edge of the garage slab. Also, cut off the goroge door stops at least 1/2 inch above the slob. 5. It is recommended thot positive drainage, 6 inches of vertical fall in 6 feet oreos. Drainage sptems should also be provided to collect 011 runoff from roofs and conduct the water in watertight pipes either into the streets or storm drains. All surface droinoge should be prevented from ponding adjacent to or running over the tops of slopes. Inlet boxes and watertight pipes should be installed when necessary to comply with the above requirements. horizontally, should be provided around the perimeter of the building in Respectfully submitted, BENTON ENGINEERING, INC. By R.C. Remer Distribution: (3) Addressee RCR/jr BENTON ENGINEERING. INC. .. ~ ,. Mr. Vito Gerard0 , Project No. 81-5-210 -3- June 23, 1981 TABLE OF TEST RESULTS Depth Moximum of Fill Field Dry bY Test ot Test Moisture Density Density Percent No. in Feet %dry wt Ib/cu ft Ib/cu Ft Compaction - 1 1 .o 12.9 115.9 127.6 90.2 2 1 .o 13.2 120.0 131.4 91.3 3 1 .o 10.1 115.3 127.6 90.4 4 2.0 10.4 118.7 131.4 90.3 5 2.0 8.1 121.8 135.1 90.2 LABORATORY TEST RESULTS The maximum dry densities ond optimum moisture contents of the maior fill materials os determined by the A.S.T.M. D 1557-70 method tho! uses 25 blows of a 10 pound ramrner falling from a height of 18 inches on eoch of 5 loyers in o 4-inch diameter 1/30 cubic foot compaction cylinder, are presented os follows: Moximurn Optimum Moir- Dry Density ture Content Soil Description Ib/cu ft % dry wt Light gray brown cloyey fine to medium sand with scattered grovel 127.6 Brown silty fine to coarse sand with scattered gravel 135.1 9.0 8.3 BENTON ENGINEERING. INC. L " " DATE:6-23-\981, QKAWN:K.L.Green SCALE: I"= 20' LOCATION OF COMPACTED FILLED GROUND LOT 589 LA COSTA MEAUOWS UNIT N0.4 ",AKLS8At3,CALlFORNIA 1 \ PROJECT NO. DRAWING NO 81-5-210 BENTON ENGINEERING, INC. i LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner ' s Name Double Vee IByqstments Mailing Address - p.- hlxL%lL 481-0978 - Phone No. ~ -2- Service Address: Arwuta Tract Description: JDt 589. ms 64 lot has already been ,Type of Building dulpx . No. Units 1 Connection Fee 6-150- Lateral Size: 4" - 6" - 8" - Saddle Easement Connection (Pre-Pd 200.00) 1.300.00 NOTE: One permit for this - - - Assessor's Parcel No. paid for. " - Extra Footage: "@ $ - Extra Depth: @S - c Lateral Fee Prorated Sewer Service Fee Rec'd By Total $-.wRQo The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. District. The service lateral is that part of the sewer system that extends from If a service lateral is required, it will be installed by the Leucadia County Water the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (buildina sewer) from the aDDli- cant's plumbing to the point in the stree: (or easement) where a connection is made to the service lateral. .. The corlnection of the applicant's building sewer to the service lateral shall be with the District's specifications, rules and regulations; and IT MUST BE INSPECTED made by the applicant at his expense. The connection must be made in conformity AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSIEM WY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDEREb INVALID AND WILL NOT BE ACKNOWLEDGED. ~~ ". """ 4 The prorated sewer service fee is based upon the date the District estimates that additional fee or refund if service actually cornnences on a different date. For service will begin and covers the balance of the fiscal year. There will be no succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. ?-%I-@ Id2L.3 Date Account No. LEUCADIA COUNTY WATER DISTRICT APPI.ICATION FOR SEWER SERVICE Owner ' s Name Victor OttensteA . Phone Noh$-8788 - Mailing Address - P. 0. Box 1343 RSF CA 92067 SWEX PERM ISSUED UPON Service Address: Tract Description: lot 589 Meadows #3 Assessor's Parcel No. APPLIED FOR DUf~-~~-~'.. Type of Building s.f. No. Units 1 Connection Fee $JOO.OO Lateral Size: 4" - 6" - 8" - Saddle - Easement Connection " (pre- pd 200.00) Extra Footage: - - P.TX?T 0:- BU:LDiNrJ PERMIT. BU;!.DiE.IG PZRMIT )V:UST BE "__"~ " - @ $" Extra Depth: @S Lateral Fee Prorated Sewer Total Service Fee $" The application must be .signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at Lhe time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the streek (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MAOE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALIE AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates th& service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agreesthat the above information given is correct and agrees to the conditions as stated. Owner's Sionature .- Date 9985 Account No. DEVELOPMENTAL SERVICES o Asalolanl City Muraga (714) -98 August 18, 1981 M;. Jerry Sprint- San Diego Gas & .Electric Co. 4940 Carlsbad Blvd. Carlsbad California (92008) : . "./ .:~ SUBJECT: DUPLEX - - 2748-2750 ARGONAUTA STREET (Address) CARLSBAD, CALIFORNIA (92008) UITO P. GERARD0 (Owner) (6741 CORINTIA ST .CARLSBAD, CALIF.) In accordance with Sections 301, 505 and (1301 or 1401) of the Uniform Building Code, this agency has determined that there are two (2) buildings in subject proj'ect and will issue separate building permits to cover these group R3 (R1 or R3 occupancies. EMILE PLUDE, SR. BUILDING INSPECTOR .. . , .. .. . ._ . , . . . . . . .. .. .. .. .. .. .. Attention Property ownerr . .. .. _. 9. .. >>? ._ .. .~ . . ... . .. , .. An 'owner-builder" building permit has been applied for in your name and baaring your signature. .. Please completa and ret- this infointation in' the envelope 'provided at'your earliese . ' . . . opportunity to avoid unnecessaty delay in processing and issuing your building pemit. -. No building permit will be issued until this verification is received. .. . .. .. .. . .. .. .. .. 1. 2. .. 3. ' 4. .. 5. .. Signed: Property Orner N? 04042, ENQINEERINQ DEPARTMENT CITY OF CARLSBAD 43WslM PERMIT K)R WORK ON CITY RIGHT OF WAY P STARTING DATE EST. DATE OF COMPLETION rnlt tns Inlwmatlon qlven Is conat. I a- to comoly wltn all sppllua14 City Ordlnanc% and State Laws ana wlth the raqulrsments of this PN I hamy acknowlshls tnlt I hlV4 nrd thh lOPll~tlOll and State SIGNATURE OF PERMITTE ADDRESS AUTMORIZED AGENT ENDORSEMENT OF COMPLIANCE I nave examined trill appllcatlon mu nave found that It comPlles Mth BII roq~lwments of tna cambad environmental protection ordinance. DATE Panning DireCtOI -. ..C nFFlCE YELLOW-INSPECTOR GREEN.FINA1 SUE0 BY ALIDATION’STAMP PERMITTEE- CALL CITY ENGINEERING DEPARTMENT FOR INSPECTIONS CHECKED BELOW: 24 Hours Notice Required. DATE INSPECTOR 0 FORMS 0 BACKFILL PAVEMENT 0 PRIOR TO BACKFILL 0 PRIOR TO CURB CUT SPECIAL CONDITIONS LA) ALL WORK MUST CONFORM TO REQUIREMENTSOF CITY OF CARLSEAD STANDARDS, PLANS AND A.P.W.A. SPECIFICATIONS. LEI INTERFERENCE WITH TRAFFIC MUST BE KEPT TO A MINIMUM. IC) PERMIT EXPIRES SIX (61 MONTHS FROM DATE OF ISSUANCE UNLESS EXTENDED BY CITY ENGINEER. ID) OTHER . , PERMIT FEE s TOTAL $ ,/e APPROVAL FOR RELEASE INSPECTOR’S SIGNATURE DATE PINKPERMITTEE MANILA CARD MUST BE POSTED ON D 1 . . . .. .. " "" . .. .. .. . .. .~ ~.