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Home My WebLink About2392 ALTISMA WAY; ; 76-899; Permit~. tl Valumion of we&: t 4M CHECK FEE 1 ?ERllT FEE b - .. SPECIAL CONDITIONS: TYW Of UlClO *lLU PE,E OCCYp."CY CMIt. GIWP I 511. Of Blq. No. of Max. (TOtUI Sa. Ft. .. . stwm occ. ma I .' SEPARATE PERMITS ARE REWIRED FOR ELECTRICAL. PLUMB- TlLATtNG OR AIRUJVWTIONING. UES NULL AND'VQID IF WORK OR CONSTRUC- .r I - I I HEALTH DEPT. ~. ..~ "" ~~~ ~ ~~ ~ ~~ ~ I I INti, WtAl INU, VtN THIS PERMIT BECOl CONSTRUCTION OR WORK ISSVSPENOED OR ABANOONED FOR A TlON AUTHORIZED IS NOT CDHHENCED WITHINIZODAVS. OR IF MENCED. PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM. I MIL REPORT . " OTHER (S~llyl ENGINEERING DEPT. WATEll DEPT. I I I I I I I ,. .,, ,IO**,""I 0. @I*?," ,I. OW"1" WILD.", ,11111, WHEN PnamwY VALIDATED IIN THIS ACE) THIS IS YOUR ~ZRMIT L PLAN CHECK VALIDATION CK M.O. CASH 'PERMI? VALIDATION. CK. M.O. ' CASH , ,. . 0 0 USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 6-1-76 nrwall 6-18-76 see slip attached. E. Plude " Cabana (P-: O.K. F!T.=c, O.K. B. Nelson 6-30-76 Lath on pool house: O.K. B. Neleon . ,, I. ,~ ,* :. . , CONSTRUCTION OR,WORK ISSUSPENDED OR ABANDONED FOR A PERIOD ,OF 120 DAYS ,AT ANY TIME AFTER WORK IS COW APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND;ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING .. - 'LAN CHECK VALIDATION WHEN PROPERLY VALIDATED IIN THIS SPACE) THIS IS YOUR PERMIT .,* CK. M.D. ' CASH PERMIT VALIDATION ,'. CK. M.O. CASH I Class of work: @.NEW 0 AODITION 0 ALTERATION 0 REPAIR ,. . , . 1'. I 'Oneribs PLAN CHECK VALIDATION - cn M.O. ' CASH PERMIT VALIDATION CK. M.O. CASH ,, .. . INSPECTOR .... I I Class of work: 0 NEW 0 ADDITION 0 ALTERATION 0 REPAIR ~ ~~~ I Describe * ~ t; I PERMIT FEES PECIALCONDITIONS: - BATHTUB NO. Tyw of Fixture or Item FaS /# WATER CLOSET (TOILETI Sr LAVATORY (WASH WASIN) SHOWER I I KITCHEN SINK 6 DISP. I I V4a OAT -7. # WATER HEATER I ZB I= NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TlON AUTHORIZED IS NOT COMMENCED WITHIN MI DAYS. OR IF CONSTRUCTION OR WORK ISSUSPENDEDOR ABANDONED FOR A - PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- r URINAL DRlNYlNG FOLINTa.IN FI nr I I ..CL1CErI RILI.U..V. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS I I APPLICATION AND KNOW THE SAME TO BE TRUE AN0 CORRECT. ALL PROVlSlOFlS OF LAWS AN0 ORDINANCES GOVERNING THIS TYPE OF WORK WILL WE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVk AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING - CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. GAS SYSTEMS: NO. OUTLETS WATER PIPING 6 TREATING EQUIP. WASlca+ricnLcrnun VACUUM BREAKERS I I I I I +F\UFm SEPTIC TANK 6 PIT CESSPOOL ROOF DRAINS .. INSPECTOR .. PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 ' ''.q "' '":* 2**'"*'31511 14 . / J J I I Class of work: 0 NEW 0 AOO!ilON 0 ALTERATION ~ 0 REPAIR TlON AUTHORIZED IS NOT COMMENCED WITHIN 120OAYS.OR IF CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM. MENCED. I HEREBY CERTIFY THAT I HAVE REA0 AN0 EXAMINE0 THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED APPLICATION AN0 KNOW THE SAME TO BE TRUE AN0 CORRECT. ALL PROVISIONS OF LAWS AN0 ORDINANCES GOVERNING THIS HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. I SIT*AT""C or OW"1" 187 0W"E" .YlLDE"i lO..Ll WHEN PROPERLV VALIDATED IIN THIS SPACE) THIS IS YOUR PERMIT ' PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. . CASH .. INSPECTOR Testing Engineers - San Diego 5467 KURTZ ST.. P.O. BOX 80985. DATE October 12, 1976 INSPECTION os Reinforced Masonry JOB: Arroyo Villas OR ERECTOR: D.F. Etchiags DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPCCTOR DATE 10/5/76 REG. HRS. 8.0 O.T. HRS. REINSP. HRS. INSPECTOR J. Argetsinger DATE 10/6/76 REG. HRS. 8.0 O.T. HRS. REINSP. HRS. INSPECTOR DATE 10/7/76 REG. HRS. 8.0 0. T. HRS. RCINSP. HRS. INSPECTOR DATE 10/8/76 REG. HRS. 5.0 0. T. HRS. RCINSP. HRS. ,. INSPECTOR Reinforcing Steel: ASTM k615, Grade 40. Mortar: Type "S" (1800 psi). Grout Mix: PR-903 (6.5 sks., 2000 psi). Unit #46; rejected same due to mud covering foundation. Contractor cleaned Inspected foundation and reinforcing steel dowels for retaining wall at same. Established mbrtar mix proportions. and mixing procedures. Inspected laying of masonry units to 4'-0" elevation. cleaning of cells and placing of approximately 7.0 cubic yards of grout Inspected nurtar mixing, masonry unit placing, reinforcing steel placing, mix PR-903 in Unit #46 retaining wall to 8'-0" elevation. Cast mortar samples, marked AV-Ml, at 6'-0" elevation; cast grout samples, marked AV-Gl, from 1st lift. Inspected nurtar mixing and placing, masonry unit placing, and placement of reinforcing steel in Unit #46 retaining wall from 8'-0" to 12"O" elevation. Inspected topping out of Unit #46 retaining wall. l&asonry units in place, cells cleaned and reinforcing steel in place; wall approved for grout. RcrORreo To: (1) C.A. Larsen Construction Company wity of Carlsbad Building Inspection Department n THC :kh T.H. ChapmaufLE. 112882 re"* I .AIoII I ,P Testing Engineers - $an Diego LABORATORY NUMBER SD31-3183 INSPECTION REPORT DATE October 19. 19 FILE: #112-10, P.O. #8178, Permit #76899 FABRICATOR OR ERECTOR: Etchings Masonry JOB: Arroyo Villas INSPECTION OF Reinforced Masonry + 392 Altisma Way 2 arlsbad, California SHOr F~Ew-." puw .. (30NTRACToR: C. A. Larsen Constr. Co. DATE REG. HRS. 0. T. HRS. REINSP. HRI. INSPLCTOR Grout : Mix BpR-903 (6.5 sk. , 2000 psi). Inspected grout placing of approximately six cubic yards of Mix #Et903 in top lift of retaining wall at unit V46. O.T. HRS. REINSP. HRS. INSPECTOR James Argetsinger i DATE 0. T. HRS. REG. HRS. REINSP. HRS. INSPECTOR REG. HRS. O.T. HRS. DATE REINSP. HRS. INSPEcToR DATE O.T. HRS. REG. HRS. REINSP. HM. INSPECTOR REPORTED To: (1) C.A. Larsen Construction Co. pity of mrlsbad Building Inspection Dept. ;;%yzy SAN DIEGO n THC : am ChapduZ5.E. 612882 , , ~,~~~~~,._,"_,__"._""__~~_,.""~~._," ,...,. ." . ~ . .. . . . .._"."I__ FIRE DEPARTMENT . , , SPRINKLING SYSTEM FIRE PROTECTION EQUIPMENT &-(.&I E ALARMS - ,,i ,' ,I & wong structural ti clvn enc&wers . . ,,, , , . . . , .. .." . DATE 11-6-73 BURKETT ENGINEERS .' ~ / SHEET ENGR SAN DIEGO. CALIFORNIA JOB NO. 4 14 PROJECT (.A ux-3 26%; L . BURKETT ENGINEERS ' I ,. SWEET 11 \7~ SAN DIEGO, CALIFORNIA JOB NO. 4 14 c -I . i" ., GFDS Engineers 1620 Montgomery Street Son Francisco, California 941 11 June 4, 1973 Attention: Subject: Gentlemen: Mr. Edward F. Diekmann, S.E. Project No. 73-3-26A Arroyo Vi1 las Condominium Lots 245 of La Costa Valley Unit No. 5 Rancho La Costa Carlsbad, California This is in response to your letter of May 30, 1973, concerning several matters which have arisen during the field construction on the subject property, that might potentially affect the structural design details of the proposed buildings. The following responses are numbered to correspond to the numbered parographs in your letter. 1. It is agreeable with us to have a footing embedment of 18 inches measured from current rough pod elevations, provided the rough grade is built up 6 inches or mare and the footings remain 24 inches minimum below the lowest adjacent exterior final ground surface. The trash- free on-site excavated soils may be used in building up the additional 6 inches, if the footings and concrete slabs on grade are specially designed for expansive soil conditions as described an page 11 of our soils investigation report dated April 12, 1973. We would like to point out, however, that a minimum of 4 inches of crushed rock 3/4 inch to 1 inch in size will be required beneath all concrete slabs, and on tho 6 inches of compacted filled ground. Boforo placcrnant of the 6 inches of fill soils, the area to receive the fills should be scarified to a depth of 6 inches, moistened or dried as necessary to slightly above optimum, compacted to at least 90 percent of maximum dry density, and then the fills placed and compacted to at least 90 percent of maximum dry density in accordance with the A.S.T.M. D 1557-70 method of compaction, at a moisture slightly above the optimum moisture content of the fill sails. The 4 inch thickness of crushed rock should also be compacted to a density not less than 90 percent of the maximum dry density obtained by the A.S. T.M. D 1557-70 method of cmpaction, with proper gravel correction for those portions exceeding 3/4 inch in diameter. If the 6 inch thickness of compacted fill is so prepared, the allowable passive pressure far lateml resistance may be initiated starting from report dated April 12, 1973. ..the top of this compacted filled ground, using Case (A) values presented on page 10 of our Project No. 73-3-26A -5- .. 'Arroyo Villas Condominium June 4, 1973 I 2. We concur that the 2 inch sond layer over the vapor barrier in garage areas is not required. However, the 4 inch thickness of crushed rock 3/4 inch to 1 inch in size will be required beneath the concrete slabs. 3. We concur on this item. 4. We shall expect to hear from you about this item. With reference to your closing paragraph concerning a report that you had expressed dissatisfac- tion with our firm, please be advised that no such report emanated from this office, and we have hod no reason whatever to feel that you had expressed such dissatisfoction. Thank YOU for your expressions of satisfaction and confidence. It has been our pleasure working with YOU on this project, and should you hove any questions concerning this letter, please contact US. Very truly yours, BENTON ENGINEERING, INC. S. H. Shu, Civil Engineer Reviewed by a;tlYd"-"j$ M. V. Pothier, Civil Engineer Chief Engineer Distr: (1) Addressee (1) American'GeneraI Finance Corporation SHS/MVP/ew .. . CARLSBAD, CALIFORNIA 92008 I200 ELM AVENUE BUILDING DEPT. TELEPHONE: (714) 729-1181 SUBJECT: TEMPORARY ELECTRIC METER ON PERMANENT BASE. CLEARANCE OF THE METER LOCATED AT 2+U6 &&S,9%q1, IS FOR TEMP-ORARY PURPOSES ONLY. ANY TIME IF THE REQUIREMENTS OF ALL DEPARTMENTS ARE NOT THIS DEPARTMENT RESERVES THE RIGHT TO REMOVE THE METER AT COMPLIED WITH EITHER DURING CONSTRUCTION OR AT TtiE TIME THE PKOJECT IS COMPLETED. PLEASE RETURN THIS STATEMENT WITH YOUR SIGNATURE TO THIS SAN DIEGO GAS AND ELECTRIC COMPANY. DEPARTMENT. THE METER WILL THEN BE CLEARED THROUGH THE THANK YOU FOR YOUR COOPERATION. RSO: o’k Director of Building and Housing 2965RooseveltSt.~P.o.Box1095~Carlsbad,California92008~i7141729-1194 December 16, 1976 Mr. Ray Green City of Carl sbad Building Department Carlsbad, Calif. 92008 1200 Elm Ave. Subject: Lot 245 - La Costa Valley No. 5 - Arroyo Villas Condominiums - Carlsbad Municipal Water District. Dear Mr. Green: We are pleased to advise you that the public water system for the subject subdivision has been completed and accepted by the District for operation and maintenance. Accordingly, you are authorized to proceed with final clearance of the individual dwelling units insofar as the public water system is concerned. At such time each individual occupant requests public water service, arrangements should be made with the Water District for activation of the service. In the event you have any questions regarding the project, please contact the undersigned. Vfiruly yours . kdmrict sba Municipal Water Engineer District cc: Carlsbad Municipal Water District C.A. Larsen Construction Co. Rick Engineering JYK/le In Orange County. Santa Ana CMWD 7332 . I .. . 1 . .". - ". t