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Home My WebLink About2341 Marca Pl; ; 80-686; PermitLICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provi- sions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- sions Code, and my license is in full force and ef- fect. OWNER-BUILDER DECLARATION □ I hereby affirm that I am exempt from the Con- tractor's License Law for the following reason (Sec. 7031.5,Buslness and Professions Code), Any city or county which requires a permit to con- struct, alter, Improve, demolish, or repair any structure, prior to Its Issuance also requires the applicant tor such permit to Ille a signed state- ment that he Is licensed pursuant to the provl· slons of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex• empt therefrom and the basis for the alleged ex- emption. Any violation of Section 7031.5 by an ap- plicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). D I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or of• fered for sale (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon and who does such work himself or through his own employees, provided that such improvements are not Intended or of- fered tor sale. If, however, the building or improve- ment Is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or Improve for the purpose of sale). '.JI, as owner of the property, am exclusively con• tractlng with licensed contractors fo construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not ap- ply to an owner of property t•ho builds or Im· proves thereon, and who contracts for such pro• Jects with a contractor(s) license pursuant to the contractor's License Law). I am exempt under Sec·---,..--• for this reason A (\ k . Date Ow~/,m WORKERS' COMPENSATIO~ DECLARATION I hereby affirm that I have a certificate of con- sent to self-Insure, or a certificate of Workers' Compensation Insurance, or a certified copy thereof (Sec. 3800, Labor Code). POLICY NO ____________ _ COMPANY ___________ _ □Copy Is filed with the city. □Certified copy Is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed If the per- mit is for one hundred dollars ($100) or less). I certify that in the performance of the work tor which this penuit Is Issued, I shall not employ any person In any manner so as to become subject to the Workers' Compensation Laws of California. NOTICE TO APPLICANT: If, after making this Cer- tlficat"'lf Exemption, you should become subject to th(', Workers' Compensation provisions of the L~r Code, you must forthwith comply with such pro\$slons or this permit shall be deemed revoked. . s'CNSTRUCTION LENDING AGENCY l•hereby:&ffirm that there is a construction len- C ITY OF CARLSBAD-BUILDING DEPARTMENT USE BALL POINT PEN ONLY APPLICATION & PERMIT 1200 ELM AVENUE (714) 438-5525 NO. bl. tf;J/ESS AV. ST. IOATE OF APPLl~N I I 1.;l.31 9/ I '.A"A I.° n 'r, P .n, .+-""'1'° I I I I I I I I R~ 7-/Y-0 0<2~ l-1-,. _ _( 0 ~ A\ \1 ( 43.f0-'"~~-r;;, G 7:/;~CTOR J~h N _,,,, APPLICANT TO FILL IN INFOR - MATION WITHIN RED LINES. BUS, LICENSE PERMIT NUMBER STATE LICENSE -s~. 6 lG CONTRACTOR'S PHONE 8/4 155 1.LJ I 03.E~>~~~ING A~,4CA j _ u" c..S. F . CONS:;~· ~ 0(;;u JA1t~ n I~~ 000131~ anaieo 308!:. ·1: iJ¥I BLOCK 1~;1s10•._ri;,LJ. I 7.ASSEC,OR's p~".3/~~--:}, ✓~ \ DESIGNER ST ATE LICENSE .,,, I. ,,, /1 I I 'I I I If o/scRIPTION oF -,,ori'il,, ' -::( 1 _ (... 1Z c!~ < , d () Al I' ~(,~ ... ,,. ..... tiM " -< DESIGNER'S ADDRESS DESIGNER'S PHONE I j / / CENSUS TRACT GP LANO USE ZONING I RES. UNITS/ I PA:KING sPAc2-sf NUM/ OF STORIES il_-I Not Valid UnlllSs Machi,,. Cartifild BLOG SO, FT. 8(2_;_' 7i:-:~I STANDARD PLAN " li~N~a~ I TYPE COV-,N I occ. LOAD I ;:)oo o -7 • QTY. PLUMBING PERMIT AMT . QTY. MECHANICAL PERMIT AMT. -........ . 'r EACH FIXTURE TRAP M' _-u,,... 7 INSTALL FURN. DUCTS UP TO 100,000 BTU ~VI' I EACH BUILDING SEWER { \ _(/1) / 7-·, r . OVER 100,000 BTU 14--,-v~ / EACH WATER HEATER AND/OR VENT '""1-. en BOILER/COMPRESSOR UP TO 3 HP I / EACH GAS SYSTEM 1 TO 4 OUTLETS .., _ rv • BOILER/COMPRESSOR 3-15 HP ... I- EACH GAS SYSTEM 5 OR MORE BOILER/COMPRESSOR 16-30 HP <Cl: 1t1o~~ro~ 0 .:J EACH INSTAL., ALTER, REPAIR WATER PIPE q.-;-vv ~L VENT FAN SINGLE DUCT 4-C7'71 ~ EACH LAWN SPRINKLER SYSTEM ' I MECH EXHAUST -HOOD/DUCTS f> __ v, VALUATION: > . WATER SOFTNER RELOCATION OF EA FURNACE/HEATER BUILDING PERMIT ( . .. ,...._ I -~~ ,6 ~ TC:C:rn:;• '.LO l T C:C:::TTR ~ .()() SIGN PERMl'L /. 7_ /V,~o I . I I I i= TOTAL PLUMBING ~Iµ TOTAL MECHANICAL 17?--PLAN CHECI"',Q,<' ,.S () #-NJ /:g "t'--, 1:li?, c:,p. ~ 0. CONTRACTOR CONTRACTOR ALL INCLUSIVE PERMIT I I I V1 l~"'fl> ~ ELECTRICAL PERMIT AMT. TOTAL PLUMBING QTY . AMT. QTY. MOBILE HOME PERMIT ELECTRICAL l"'\1'1,A'.\z_ NEW CONST EA AMP/SWT/BKR AWNING MECHANICAL 1~1h ,r,~ 1 PH .25 3 PH PORCH MOBILE HOME ( I 1.: I EX!SLBJ..QG EA AMP/SWT/BKR SET-UP SOLAR I , I (i. I /f//. 'N!!! .2sY 3 PH .:Jr. ,. .., RAMADA, CABANA I I 'I\. I REMODEL/ALTER PER CIRCUIT FENCE OVER 6' I I I I TEMP POLE 200 AMPS TOTAL MOBILE HOME MICO-FILM ! , I I I OVER 200 AMPS I ' I I ; I TEMP OCCUPANCY (30 DAYS) I , I I . _, T C:C: Tl'!.' ?. ()(I STRONG MOTION: I . I i7.~ TOTAL ELECTRICAL ?--7!2 TOTAL FEES PAYABLE I ( r1J 101/:~o CONTRACTOR !'ii I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, ANO DD •AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER ,-;,.11~ JI r, -no : Ji-HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE ANO CORRECT ANO I 5•.o" DEEP ANO DEMOLITION OR CONSTRUCTION OF FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED; TO COMPLY WITH ALL CITY, STRUCTURES OVER 3 STORIES IN HEIGHT 9n ~ #,,'(fl -COUNTY AND STATE LAWS GOVERNING BUILDING CONS TR UCTIDN. WHETHER SCHOOL FEES: SPECIFIED HEREIN OR NOT. I.ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM- LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS ANO ,_ -....J EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. ~~~ S~GN~n\}h OWNE(IQ"':, CONTRACTOR□ ~PPROVEO BY 1 .. DATE~~ AG.FNT n a.v Dunuc n A J/JI ....,/l) ,J61.,.,.,... 1f?-- SITE '30-Co. ~ ADDRESS: OWNER: ·. PERMIT NO: FIELD INSPECTION RECORD INSPECTION DATE INSPECTOR I INSPECTOR'S NOTES I ·-WOOD FLOOR FOUNDATION• FORMS• SET BACK • TOILET UNDER FLOOR PLUMBING UNDER FLOOR HEATING OK TO INSTALL SUB FLOOR SLAB FLOOR UNDER SLAB PLUMBING FOOTING• FORMS• SETBACK• TOILET OK TO POUR CONCRETE - FRAME ROUGH ELECTRICAL ROUGH PLUMBING - ROUGH HEATING/VENTILATING FRAME OK• PLACE INSULATION INSULATION OK • PLACE WALLBOARD WALLBOARD OK• PLACE TAPE EXTERIOR LATH OK• PLACE STUCCO·. FIREPLACE DAMPER &STEEL . PLATE Tl ES/HEIGHT OF CHIMNEY ~ ' OTHER TEMP POWER (POLE) SEWER GAS TEST SWIM POOL • STEEL BONDING - • PRE DECK • FENCE PREPLASTER SHOWN • FRAME • PAN ,/ FINAL lNSP BY BLOG DEPT ~-1--i'1 -1.7 OTHER DEPT'S REQ COMPLETED ELEC METER-PERM-TEMP GAS ME!ER-PERM-TEMP • :' : I CERT OF OCCUPANCY ISSUED .. ' N<;? 04136 CITY OF CARLSBAD ENGINEERING DEPARTMENT 2/06/814Li5_B I l:P.' ,'lP I 438-5588 00"'0.1.~468' 2"/06 / 8 I PERMIT FOR WORK ON CITY RIGHT OF ADDRESS 2--? / ~ C CITY el'f £._t,_$ STATE LIC. NO. CITY LIC. NO. EST. DATE OF COMPLETION I hereby acknowledge that I have read this appllcatlon and state that the Information given Is correct. I have examined t ppllcatlon and have found that It compiles with all requirements of the Carlsbad environmental protection ordln;£~/f/ DATE PERMITTEE CALL CITY ENGINEERING DEPARTMENT FOR INSPECTIONS CHECKED BELOW: 24 Hours Notice Required. DATE INSPECTOR D EXCAVATION D FORMS D BACKFILL D PAVEMENT 0 PRIOR TO BACKFILL 0 PRIOR TO CURB CUT SPECIAL CONDITIONS (Al ALL WORK MUST CONFORM TO REQUIREMENTS OF CITY OF CARLSBAO STANOARDS, PLANS AND A.P.W.A. SPECIFICATIONS. (Bl INTERFERENCE WITH TRAFFIC MUST BE KEPT TO A MINIMUM. (Cl PERMIT EXPIRES SIX (61 MONTHS FROM DATE OF ISSUANCE UNLESS EXTENDED BY CITY ENGINEER. (DI OTHER PERMIT FEE INSPECTOR'S S IGNATURE $ /I) TOTAL $ APPROVAL FOR RELEASE DATE - COPIES: BLUE-OFFICE YELLOW-INSPECTOR GREEN-FINANCE PINK~ERMITTEE MANILA CARD MUST BE POSTED ON JOB REQUEST FOR 10 :u, TIME: ____ ~--t---'-- DATE: /( -2/ -fa OWNER __ ~~!:::---r---,,.......=::::...+''Fc...:::....---=---=---------------------- ADDRESS_----''-----'--(,...__ _ ____,"--'--~----'='-------------------- BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT · GUN I TE 0 FLOOR AND CEILING~ 0 SHEATHING ~ 0 FRAME ~ EXTERIOR LATH 0 INSULATION ~ INTERIOR LATH D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL READY FOR INSPECTION: ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY '~ !l-,ro D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL UESDAY □WEDNESDAY D THURSDAY D FRIDAY SPECIAL INSTRUCTIONS __________________________ _ REQUESTED BY __ _.Q---.i\ll-~........,.."'----------PHONE NO. tf::;J-.S-3U / PERSON TAKING REPORT_--=~..+a-•---- .. l..lcense No. 350049 C-2 INSULATION CERTIFICATION This is to certify that, in conformance with the current energy regulations (California Administrative Code, Title 25, State of California) and approved plans, insulation has been installed in the building located at: Marca Pl. Street Lot # Tract # La Costa S,D. City County DESCRIPTION OF INSULATION RCOFS-BATTS Type of material _______ Vendor ____ Thickness ___ .R Value __ _ EXTERIOR WALLS-BATTS Type of material Fiberglass Vendor J.M. Thickness 3½" R Value 11 CEILINGS-BATTS Type of material Fiber~lass Vendor J.M. Thickness 6½" R Value 19 CEILING-BLOWN Type of material Vendor Thickness R Value No. of bags Wt,/Ba Sq.Ft. Covered FLOORS-BATTS Type of material Vendor Thickness R Value General Contractor (Builder) License# ---------------- By Title Date ------------------------------- Sub-Contractor L&M Insulation Co. License# 350049 C-2, C-61 By Va.o..t.. -Re.,4e_ Title ____ Ow_n_e_r ____ Date __ l_l_-_1_8_-_s_o ____ _ 520 Valley Drive • Vista, California 92083 • (714) 941-2484 REQUEST FOR INSPECTION TIMEc.· _____ _ lifiPf:C,9R ~ PERMIT Noft!-6Pt · "1\1 . DATE: ~;{~ OWN~R . ADo~;cs ?!3 L/1 ~/U{U (24--&'. BUILDING .(}. i J FOUNDATl'JN ; I J RElNFORC,cJG STEEL ✓ ;, J MASONRY t J GROUT· GtlNITE , I l FLOOR Ar>;D CEILING FRAME :'.' J SHEATHINc; }{. FRAME .• l J XTERIOR LATH /J ? INSULATIC,\J -//·/J-J'P/ir I / i J INTERIOR .ATH OR DRYWALL FINAL PLU VISING [ J UNDERGRCUND PLUMBING )H·_J J UNDERGRC UNO WATER . ROUGH PL JMBING ·,, :-J I J TOP OUT f LUM BING :~ J SEWER AN) PL/CO ~I J TUB OR SH,)WER PAN ;Jl J GAS TEST 'It J WATER HEl\TER ii "l J FINAL ;j; ',-51 t ----------------ELECTRICAL □ TEMPORARY SERVICE □ ELECTRIC UNDERGROUND ~ ROUGH ELECTRIC 0 POOL BONDING □ ELECTRIC SERVICE □ CEILING HEAT D G.F.1. 0 SMOKE DETECTOR D FINAL j., 0 ;11· "'!;;iJ PLENUM AND DUCTS □ COMBUSTION AIR □ PATIO D SIGN □ GRADING □ DRIVEWAY □ CONDITIONED AIR SYSTEMS □ REFER PIPING D FINAL READY FOR INSPEC1 ION: o MONDAY D TUESDAY □WEDNESDAY~ -~ □ FRIDAY •' i ~.:.· SPECI~ INSTRUCTIO,\JS_«efP~,._~~.:::....,..-:0:::::::_, -------------------- REOU;S fED BY ~-"-'---'CU;==--"'-'-' _______ PHONE NO.qj',r S7// ,; . (/ ;/4, 'z ·. PERSON TAKING REPORT ~ ------------------------···· REQUEST FOR INSPECTION C, INSPECTOR f;£ • PERMIT NO Ya -0'/i TIME,____,'{,__.: '3-,.'f-- ) 0 -3/--?o OWNER~ GJJ~ ADDRESS 22ff Ce.-.- BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY D GROUT -GUNITE 0 FLOOR AND CEILING FRAME -----· •.. 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING D UNDERGROUND W~ ROUGH PLUMBING .BING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL DATE: ELECTRICAL 0 TEMPORARY SERVICE D ELE~TRIC ~ROUND Cijl BOI GH ELECJBI~ A D POOL BONDING (jJy D ELECTRIC SERVICE A.t1A. 0 CEILING HEAT {f,ll'tf ,. t D G.F.1. JI· 0 SMOKE DETECTOR D FINAL MISCELLANEOUS PLENUM·-~ COMBUSTI N AIR 0 PATIO D SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL READY FOR INSPECTION: -.b.MONDAY D TUESDAY D WEDNESDAY D THURSDAY D FRIDAY ~ SPECIAL INSTRUCTIONS ___________________________ _ REQUESTED BY ___ ..,.o'-1/YC-?=--_______ PHONE NO. q32 ,J;7:>'C3 PERSON TAKING REPORT-----"14P....-- REQUEST INSPECTION TIME-· _____ _ INSPECTOR-----.f-.A"-L..:..:_,,.""""---"?---PERMIT NO. ft -6cfb DATE: _/<_,.,½'---c)-r,,_b£_{ft) __ _ OWNER; _______________________________ _ ADDRESS o< 3 t1 ~ P~ Ms R (' ,4 D FOUND D REINFORCING STEEL D MASONRY D GROUT· GUNITE D FLOOR AND CEILING FRAME ih-SHEATHING /[j FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT D G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: □MONDAY □TUESDAY □WEDNESDAY □THURSDAY FRIDAY DA.M. f !'11. x·M/--//) _//_ ~ SPECIAL INSTRUCTIONS _ _,,...~"""----/'--~ -~"'~-,--~/~U'-~~-.C.----"-'-~----------2 - / /-V.?,::,;.___,scfJ-REOUESTED BY _____ ---'cCc::--4~..:.__:::::..ecc:,_0 ________ ,PHONE NO. ( ,?,r~ PERSON TAKING REPORT_-'-'j/4,y.--:.._-'------ R-EGUEST ·"' , BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT· GUNITE LOOR AND CEILING FRAME SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL TIME:, _ _,,J:~,_,' f~O __ ---'-"-J_o ~-0~l_h_DATE: /o -10-Jv ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT D G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: D ~y D TUESDAY □ WEDNESDAY X!HURSDAY □ FRIDAY ~ SPECIAL INSTRUCTIONS ___________________________ _ REQUESTED BY ___ 1.LJ-t __ AA.,.,,c2:.L,__. c-"""'C\,,kt=_,,,t;: ...... _· _____ PHONE NO. '--'3--l-gn PERSON TAKING REPORT_-'-ta4'd._'le.------ CORRECTION NOTICE •• ..... #oWn INSPECTOR CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT PHONE -438-5525 BUILDING o FOUNDATION D REINFORCING STEEL D MASONRY o GROUT· GUNITE ~ /LOOR AND CEILING FRAME )( ~HEATHING o FRAME □ EXTERIOR LATH o INSULATION o INTERIOR LATH OR DRYWALL PLUMBING o UNDERGROUND PLUMBING o UNDERGROUND WATER o ROUGHT PLUMBING o TOP OUT PLUMBING o SEWER AND PL/CO o TUB OR SHOWER PAN □ GAS TEST □ WATER HEATER ELECTRICAL o TEMPORARY SERVICE □ ELECTRIC UNDERGROUND □ ROUGH ELECTRIC □ POOL BONDING □ ELECTRIC SERVICE □ UPPER GROUND o G.F.1. □ SMOKE DETECTOR MISCELLANEOUS o PLENUM AND DUCTS o COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR o GRADING o POOL o PATIO o SIGN D OTHER Note: Final Inspection Required c23,f-/ #J,lfRC/9 TIME: _______ _ DATE: la-.Jh-/V REQUEST FOR INSPECTION TIME:_Cb=--td----'-----+1-- .INSP~~~OR ~ PERMIT No._,f'.,_o_-_0~f_k __ DATE=~1,_-~'.2~-~~-- :::::s-s_-~--7-~~~L'-=-'Y_,/~___,__,,~~t;;=~~~~ ~-_-=-£_\-._ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT· GUN I TE 0 FLOOR AND CEILING FRAME D SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING ')!::! UNDERGROUND PLUMBING •~~~AGROUND WATER ~~ 0 TOP OUT PLUMBING ~SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION: ~AV ~ DP.M. □TUESDAY ELECTRICAL D TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT D G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS D COMBUSTION AIR D PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL □WEDNESDAY~ D FRIDAY SPECIAL INSTRUCTIONS _________________________ _ REQUESTED BY ___ ~o~\t--~-~------PHONE NO. y :JJY) 3~ ~ \ PERSON TAKING REPORT--~~i.-e'r----- ,,.'(fQUEST F,Q.f\ INSPECTION :J' I ::;J TIME:__.q~;~L~0- IIIISPECTQR w J\ !\""(y""\ PERMIT No,D...0 -!()Or:, DATE: q~Jb-io :::::s-s _ ______,;,_.i-~""""'--"-~----1,,L--J-'---'---'i-.L--J-~--...,,~~\J£~~---------__::__..=c;;,.__----=---_-_---_- BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT -GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYW D FINAL PLUMBING 0 UNDERGROUND PL 0 UNDERGROUND WAT 0 ROUGH PLUMBING D TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION: D MONDAY D TUESDAY ~) ~ ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC D POOL BONDING 0 ELECTRIC SERVICE D CEILING HEAT OG,F,L 0 SMOKE DETECTOR D FINAL CELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO D SIGN r _ _...1;:3--C'OiNfiiiDDflTIONED AIR SYSTEMS □ REFER PIPING D FINAL WEDNESDAY THURSDAY D FRIDAY REQUESTED BY ____ _._,£..+___.""'--_________ PHONE N0,_~_3-"-l.._-_)_-_3"'-'li'-'- PERSON TAKING REPORT _ _,,e;!-4-""-'-"-------------------------·-•"···'·· .RE.QUEST FOR INSPECTION TIME· .. INSPECTOR 7on OWNER ADDRESS 21((/ /1?,17/ZC~ BUILDING ~ FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT· GUN I TE 0 FLOOR AND CEILING FRAME 0 SHEATHING D FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING □ TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL PERMIT NO. fl. fiJ,(86 DATE: 1-15-Bo ELECTRICAL jJJJt,rEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT OG.F.I. D SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO □ SIGN 0 GRADING D DRIVEWAY 0 CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: }1:MONDAY D TUESDAY D WEDNESDAY D THURSDAY □ FRIDAY DA.M. DP.M. SPECIAL INSTRUCTIONS _________________________ _ REQUESTED BY ________________ ,PHONE NO.__.;c,Y_1J!;'----"'-,.,..-"-s-_J~8~(> __ PERSON TAKING REPORT _ __:J_,_~-"------- ....... -.. ------------- OUNDATION D REINFORCING STEE D MASONRY D GROUT· GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL READY FOR INSPECTION: D MONDAY □TUESDAY D A.M.J DP.Ml //:J(J ;l,A, 0¥·«-··-s,~-~--------TIME;_· ...><1_: .LI?-.::..._ __ DATE: _,q._--'-{ (._--'-i-◊ _ LECTRICAL TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT OG.F.I. D SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL ..._____, D WEDNESD Y f THURSDAY □ FRIDAY SPECIAL INSTRUCTIONS, _________________________ _ REQUESTED BY_\'\'--.\...>,l~c.....i.e:::....c...:,,___,_C~,~~"""2_-\--1-+-1 ____ PHONE NO. i>-":Jt= '536i ~ I,::,, '1 -.. PERSON TAKING REPORT ____ _.~....,__• __ --· -··----------------------------·--···· -·---- . ' 1200 ELM AVENUE CARLSBAD. CALIFORNIA 92008 TELEPHONE, 1714) 729-1181 Building Department <tl:itp of <tl:arl~hab RESIDENTIAL ENERGY DESIGNCERTIFirATION Permit No. _______ _ Issue Date. -------- CERTIFICATE OE ca1eLI/\NCE WITH ff:JERGY COfJSERV8IION DESIGtl HEQUIRB"'iENIS CONTAINED IN ARTIQ£ 1, PART 6, TITI.E 24, C/l.LIFORNIA AU-t. CODE I;::@-. ~ , hereby cectify that I am famflia, with he state energy'conservation standards mandated in CAC Title 24, Section T20-l40l through T20~1406, and that the plans and other documents submitted in support of th~y~cation for a building permit at ~,3-4] ()"\,,.,.A.,.A ~ , ~ < , -~-=--i}'-'-"'18-/f-=-u-· .,--. ___ _ r Dated dlb-.ss-2. 3:1 Assessor 1s Parcel No. comply with all current requirements of these regulations. Signatur,..__i_ Titlei_~-~c~~~~~.:'.:S::::~~~...t'~------Architect, Engineer, State License or Certificate No. 3 "2 I b 1 (:, Date. _________ _ Submit to the Building Department with permit application. Form 78-101 INTERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTMENT BUILDING ADDRESS: DATE: ;)_ 3 y 1 }z/bt_e,,,&{Jlre ei, R ._..E_,,.C_E ...... 1-v-----E---==D- PLANNING DEPARTMENT CITY OF CARLSBAD Bulldlng Department ZONE _________ LOT SIZE ________ LOT WIDTH. ________ _ UNITS ALLOWED ___________ UNITS PROVIDED ___________ _ 'ARKING SPACES REQUIRED PROVIDED ---------- % COVERAGE ALLOWED PROVIDED ---------------------- BUILDING HEIGHT ALLOWED PROVIDED FRONT SETBACK: ALLOWED PROVIDED INTRUSIONS SIDE SETBACK: (J!( LANDSCAPE & IRRIGATION PtAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: SCliO()I, nns I s f Al~h, i/lAj ADDITIONAL COMMENTS: P.P. flla ---------- REAR SETBACK: I. I/ii = ENGINEERING DEPARTMENT Sf-D. o(.oo a fJ f d (!'7)-o lbllf"IT 1i>,80'1). r . \ / R. 0. W. fol bR\VJE. INDUS TR WASTE fJ) ~ IMPROVEMENTS _ _.R(.,,,..._--'--'l'--$__,T''---- SEWER CONNECTION _______ DRIVEWAY LOCATIONS_=()-~--------- GRADING PERMIT ~~ EASEMENTS _________ ,___DRAINAGE_O-----4K..=.--- LEGAL DESCRIPTION fX~ltJt./ Ji}9tb'I.,,, "4 f/eJ_,g.nb-9.,, CT J;)--;;)._f ADDITIONAL COM~M~E~N~T~S:::::;::::------------------------------= ,.,. ,aaa, FIRE DEPARTMENT SPRI~KLING SYSTEM ___________ FIRE PROTECTION EQUIP. ______ _ FIRE ALARMS EXITS _______________ _ FIRE HYDRANTS / LOCAT ION _________________ _ ADDITIONAL COMMENTS OK TO ISSUE: _____ DATE _______ OK TO FINAL ______ DATE __ _ WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET ________ DATE _______ _ I ~ I PHILIP HENKINQ BENTON ~111:SIC>l:NT • CIVIL .. IOINIEIUII Mr. John Colt! 2915 Cacatua Street Carlsbad, Cal ifomla 92008 BENTON ENGINEERING, INC. AP'P'LIIEO eOIL MIECHANIC9 -,.OUNDATIONS 95A0 RU,-l"IN ROAD SAN DIEGO, CALIP'ORNIA 92123 July 10, 1980 Subject: Project No. 8~7-7F Inspection of Lot 104 Spanish Village Unit No, 1 Carlsbad, California Dear Mr. Colti: In accordance with the request of the Building Inspection Department of the City of Carlsbad, we have made an inspection of the soil conditions existing on the subject lot. An inspection was made by a representative of our organization on July 9, 1980 and it is concluded that the soil conditions are essentially the same as presented in our report on the grading of this subdivision dated January 8, 1975. The soils in the upper three Feet below finished grade were classified as non-expansive, and therefore special design and precautions for expansive soil conditions will not be required on this lot. If there are any further questions concerning the soil conditions on this lot, please contact us. Respectfully submitted, BENTON ENG !NEERING, INC. By-d?~~ R. C. Remer RCE No. 10332 Distribution: (3) Addressee RCR/PHB/c \ , .. f, f ' ,· ~: ',\ 't . BENTON ENGINEERING, INC. APPLIED SOIL MEC~ANIC6 --FOUNDATIONS 6'717 CONVOY COURT SAN DIEGO, CALIFORNIA 92111 PHILIP HENK ING BENTON PRl!:81D .. NT • CIVIL ENGINE.11!:R January 8, 1975 La Costa Land Company Costa Del Mar Road Carlsbad, California 92008 Subf ect: Gentlemen: Profect No. 73-l l-12D Final Report on Compacted Filled Ground Spanish Village Unit No. l Carlsbad Tract No. 72-24 Carlsbad, Cal ifomia Tt:LEPH0NE I 714) 565-1969 RECEIVED ,,1N 1 '> '19·-~~ ,.),,. -tJ . '-' CITY OF CARLSBAD Building Department This is to report the results of tests and observations made in order to inspect the compaction of filled ground placed on certain areas of Sp,-,ish Village Unit No. l iri Carlsbad, California. Compacted filled ground was also placed on Levante Street and on certain other areas westerly of Spanish Village Unit No. I. The fills were placed during the period between April 11 and December 9, I 97 4. The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications ore shown on the attached Drawing No. 1, entitled "Location of Compacted Filled Ground." The grading plan used for the placement of filled ground, dated March 18, 1974, was prepared by Rick Engineering Company. The approximate locations at which the tests were token and the final test results are presented on pages 5 to 26, inclusive, under the "Tobie of Test Results." The laboratory determinations of the maximum dry densities and optimum moisture conten'ls of the major fi II materials are pre- sented on page 27, under the "Laboratory Test Results." Some of the maximum dry densities shown in the "Table of Test Results" were combinations of these. The tests were taken during the weekly periods indicated below: Test Number Week Ending 1 to 6, inclusive April 13, 1974 7 to 36, inclusive April 20, 1974 37 to 110, inclusive April 27, 1974 111tol58, inclusive Mciy 4, 1974 159 to 209, in,Jusive Mayll, 1974 210 to 258, inclusive May 18, 1974 259 to 289, inclusive May 25, 1974 ✓ ,~ct No. 73-11-12D La Costa Land Company Test Number 290 to 324, Inclusive 325 to 370, Inclusive 371 to 416, Inclusive 417 to 460, inclusive 461 to 512, Inclusive 513 to 536, inclusive 537 to 581, inclusive 582 to 592, Inclusive 593 to 596, Inclusive 597 and 598 599 to 603, inclusive 604 to 610, inclusive · 611 to 625, inclusive 626 to 654, Inclusive 655 to 659, inclusive -2-January 8, 1975 f Week Ending June 1, 1974 June 8, 1974 June 15, 1974 June 22, 1974 June 29, 1974 July 6, 1974 July 13, 1974 October 12, 1974 October 19, 1974 October 26, 1974 November 16, 1974 November 23, 1974 November 30, 1974 December 7, 1974 December 9, 1974 (Date of last test) Existing loose or porous upper soils were removed and recompacted to at least 90 percent of maximum dry density In shallow cut areas and in certain previously specified alluvial areas prior to placing compacted filled ground. Compacted filled ground was placed on an area between Levante Street and Lots 31 and 32 of Spanish Village Unit No. 1 and on three other areas adjacent to Levante Street designated as Fills "A", "B" and "C". The approximate locations of these off-site fil I areas are shown on Drawing No. 1 • The final results of tests and observations indicate that the compacted filled ground has been placed ai 90 percent of the maximum dry density or greater. It has been determined that the fill ·materials, compacted lo 90 per·cent of the maximum dry density, have a safe bearing value of 1658 pounds per square fool for one foot wide continuous footings founded at leost one foot below the final compacted ground surface and placed five feet or more inside the top of com-. pacted filled ground slopes, If footings are placed closer to the exposed slopes than 5 feel in- side the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical line projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily support the proposed one and two story wood frame dwellings without detrimental settlements. · As was stated In our report of the pre I iminary soils investigation conducted on this subdivision, (Prolect No. 73-3-16BC dated May 10, 1973), expansive soils may exist in the upper three feet below finished grade after the completion of grading. Expansive soil conditions were observed to exist on the following lots1 Type A (Critically exp~nslve) _..Type 8 (Marginally expansive) BENTON ENGINEERING, INC, Lots 7, 95, and 107 Lots 48, 66, 67, BO, 87, 92, 96, and 100 ··-····-------------------------- ,1ect No·. 73-11-12D La Costa Land Company -3-January 8, 1975 f In order to minimize possible detrimental effects caused by these potentially expansive soils, the following special design and precautions are recommended, TYPE A LOTS (Critically Expansive) l. Avoid the use of Isolated interior piers. Use continuous interconnected reinforced concrete footings throughout, and place these at a minimum depth of 24 inches below the lowest adjacent exterior final ground surface. 2. Reinforce and interconnect continuously with steel bars all interior and exterior footings with one #5 bar at 3 inches above the bottom of the footings and one #5 bar placed l 1/2 inches below the top of the stems of the footings. 3, Raised wooden floors that span between continuous footings ore best, or use concrete slabs reinforced with at least 6 x 6 -10/10 welded wire fabric. A minimum of 4 inches of crushed rock 3/4 to l inch in size should be placed beneath all concrete slabs c.nd covered with a moisture barrier. Two inches of clean sand should then be placed over the moisture barrier and below the bottom of the slab, 4. Separate garage slabs from perimeter footings by a 1/2 inch thickness of construction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. Assure complete separation by ex- tending the felt over the full depth of the front thickened edge of the garage slab. Also, cut off the garage door stops at least 1/2 inch above the slab. 5. Exercise every effort to assure that the sol I under the concrete slabs has a uniform moisture content at least l to 3 percent greater than optimum throughout the top l .5 feet below finished grade at the time of placing the foundations and slabs. · 6, Provide positive drainage away from all perimeter footings with a vertical fall of at least 5 inches to a horizontal distance of 5 feet outside the house walls. TYPE BLOTS (Marginally Expansive) 1. Use the same design as recommended for Type A lots except for the following changes: a) Fooflngs may be placed at a minimum depth of l ,5 feet below the final ground surface, BENTON ENGINEERING, INC. • ' .. , .. ct No, 73-11-12D La Costa Land Company --4-January 8, 1975 -b) #4 steel bars may be used In lteu of the #5 bars described In the above paragraph 2. " . -. All other lots In this unit were classified as nonexpansive and therefore no special design for expansive soil conditions will be required on these remaining lots. Loose fill soils, approximately three feet in thickness, were placed on the slope areas on the north side of Levante Street between Sta. 75+50 and Sta. 77+00, It is understood that these .loose soils will be removed and recompacted to al least 90 percent of maximum dry density _during the future grading of the adjacent area on the north side of Levante Street. All buried exterior utility lines should be City of Carlsbad approved plastic lines due to the corrosive characteristics of the soils, unless sufficient field tests are taken to establish that noncorrosive soils exist in the utility trench oreas. Respectfully submitted, BENTON ENGINEERING, INC. By~C~ .: Remer RCR/PHB/pk Distr: (4) Addressee (1) Addressee Attention: Mr. Burian C. Kramer (2) City of Colrsbad Building Department (1) Rick Engineering Company, Carlsbad (2) Title Insurance and Trust Company Attention:. Ms. Ruth J. Rodger BENTON ENGINEERING. INC. I • • WILLIAM S. fiROOSfiOS < p c= 7 JO~ '2__ & ASSOCIATES W S. KR005KOS. CIVIL EMGINEER AL VENTON. ENGINEERING GEOLO~IST 4320 VANDEVER AVENUE • SAN DIEGO CALIFOR,"!IA ~,.:.1.20 ( T72 ~ Cf January 27, 1978 l1r. Cd Elliott McMillin Construction Company 30th Street & "B" Avenue National City, California 92050 SUilJECT: Report of Soil Investigation FOLJNOATION ENGINEERING ENGINEERING GEOLOGY • PHONE 283 6506 Coo~~ E 4--L- Job tio. 78-5569 RECEIVED Lots l, 4-6, 8, 10-13, 16, 20-23, 25-29, 32-36, 46, 50, 54, 59, 61-64, 68-70, 78, 79, 81, 88-91, 10~ & lOfi JA"N 3 0 i978 crry 9F CARLSBAD B:uldmg Department Spanish Villane Unit No. 1 Anillo Hay & Palengue Street Carlsbad, California Dear Mr. Elliott: In accordance with your request, we have conducted an investigation of the surface and subsurface soils at the subject lots of Spanish Village Unit No. 1. The enclosed report summarizes the results of our investigations and the recommendations made by our firm for the proper design of the structures and other improvements to be located on the subject lots. GEt1ERAL: Spanish Village Subdivision Unit No. 1 (Carlsbad Tract 72-24) is located northerly of the intersection of Anillo ~ay and Palenoue Street, Carlsbad, California. The subdivision has been previouslv graded and improved with streets and curbs. The grading work was performed in conformance with the recommendations summarized .tn the Report of Preliminary Soils· Investigation of Spanish Vil.lage Unit Nos. 1 and 2, b,, Benton Cngineerinrr, Inc., dated May 10, 1973. The grading work and the relative compaction of the fill soils were certified in the Final Report on Compacted Fill Ground of Spanish Village Unit No. 1 (Carlsbad Tract 72-24) by Benton Engineering, Inc., dated January 8, 1975, their Project No.73-11-12-D. FIELD INSPECTIONS AND INVES':.'IGATIONS: Our engineering geologist and soils engineer, performed a visual inspection of the subject lots of Spanish Village Unit No. 1. In order to further classify the existing bearing soils a thorough review of the aforementioned reports by Benton Engineering, Inc. was conducted. rage 2 Report of Soil Investigation Lots 1, 4-6, 8, 10-13, 16, 20-23, 25-29, 32-36, 46, 50, 54, 59, 61-64, 68-70, 78, 79, 81, 88-91, 105 & 106 Spanish Village Unit No. 1 Anillo Way & Palenque Street Carlsbad, California CONCLUSIONS Al!D RECOl"'l!EC-:DATIONS: ,Tob r,o. 78-5569 The following summarized conclusions and recommendations are based on the analysis of all the data and information obtained from the soil investigation. This includes our visual inspections of tre building s i te·s; a revie1-1 of the reports by Gen ton Engineering, Inc. and our wledge and experience with the natural ground soils compacted fill soils ta vision site. 1. The natural ground soils and compacted fill soils on the subject lots have been classified as silty fine sands to medium sands. These soils are non-expansive; therefore, possess less than 3.0 percent swell as measured by the County of San Diego Test for Expansive Soils. fill soils. The fill soils were properly placed and compacted to at least 90 percent of maximum dry density. 3. The proposed single and two story dwellings may be designed with continuous foundations and spread footings that extend 12 inches into the compacted fill ground and the compacted natural ground. t:o special reinforcE'ment or treatment of the continuous founda- tions, spread footings and concrete floor slabs is reauired. 4. The proposed continuous foundations and spread footings when founded 12 inches into the compacted fill ground and compacted natural ground may be designed with a soil bearing value of 2,000 pounds per square foot. Tl1is soil bearing value mav be increased one-third for design loads that include wind or seismic analysis. 5. Existing natural ground cut slopes and compacted fill slopes of maximum inclinations of 1.5 horizontal to 1.0 vertical will be stable f~r the materials native to these sites. 6. Planter areas adjacent to the structures shall be constructed to slope away from the foundations and floor slabs (minimum of one percent). Planter boxes adjacent to the structures shall be constructed with drain tile in gravel directing the subsurface waters away from the structures towards the lower level of the sites. 7. Future swimming pools or other subsurface structures shall be properly designed and reinforced with steel to reflect any potentially expansive clay soils that could underlie these residential sites. The design of these subsurface structures shall follow the recommendations of a structural engineer and soils engineer. Page 3 Report of Soil Investigation Lots l, 4-6, 8, 10-13, 16, 20-23, 25-29, 32-36, 46, 50, 54, 59, 61-64, 68-70, 78, 79, 81, 88-91, 105 & 106 Spanish Village Unit t:o. l Anillo Way & Palenque Street Carlsbad, California Job No. 78-5569 8. Backfill soils behind retaining walls and in utility trenches which support structures, patios, sidewalks, driveways, asphalt pavement, etc., (other than landscaping) shall be placed and compacted to at least 90 percent of maximum dry densitv. 9. The compacted fill soils that occur within five feet o: the fill ~lopes possess poor lateral stabilitv, even thouqh they have been certified to a relative compaction of 90 percent of maximum dry density or better. Proposed structures and other improvements such as walls, fences, patios, sidewalks, swimming pools, driveways, asphalt pavement, etc., that are located within five feet of the face of compacted fill slope could suffer differential movement as a result of the poor lateral stabilitv of these soils. · 10. Foundations and footings of the proposed structures, walls, etc., when founded five feet and further away from the top of compacted fill slopes may be of standard design meeting the requirements of the governing agency and designed in conformance with the recommended soil bearing value. If proposed foundations and footings are located closer than five feet inside the top of compacted fill slope, they shall be deepened one foot below a 1.5 horizontal to 1.0 vertical line projected outward and downward from a point five feet horizontally inside the top of compacted fill slope (Refer to Figure No. II) 11. All compacted fill slopes and natural qround cut slopes (that do not consist of dense soils or rocks) shall be planted with an erosion resistant plant following the general reauirements of the City of Carlsbad. 12. Adequate measures shall be undertaken to properly finish grade the sites after the structures and the other improvements are in place, such that the drainage waters from the improved sites and the adjac_ent properties are directed away from the foundations, footings;. floor slabs and tops of slopes, via surface swales and subsurface drains towards the lower level of the sites or to the natural drainage direction for this area. Proper surface and subsurface drainage will insure that no waters will seek the level of the bearing soils under the foundations, footings and floor slabs which could result in undermining and differential settlement of the structures and the other improvements. LIMITATIONS: The recommendations summarized in this report are based on the evidence obtained from our visual inspections of the residential sites and review of the aforementioned soils reports ~y Benton Engineering, Inc., and our general experience with the soils native to this subdivision site. Page 4 Report of Soil Investigation Lots 1, 4-6, 8, 10-13, 16, 20-23, 25-29 32-36, 46, so, 54, 59, 61-64, 68-70, 78, 79, 81, 88-91, 105 & 106 Spanish Village Unit No. 1 Anillo Way & Palenque Street Carlsbad, California cTob No. 78-5569 It is the responsibility of the owner or developer to insure that the recommendations summarized in this report are carried out in the field. This report and all subse~ucnt reports and addcndums automatically become a part of the building specifications. If ~ou have any auestions concernina this report, please do not hesitate to call us. Respectfully submitted, 1-:ILLIJ\1'1 S. KROOSY0S & ASSOCIATES 1-'SK:ck (5) Addressee /,,,~ ... ,\. \.U.,U,·. O,': r.u ;r D "··(-~. r-[7 ., '·, 'Y' b-''' ·• , 1\•dl!. O·,mer 's Name ______ £.e£JJ-:ll£.runilfL_Md;u..,gru:-1:!u;::;1:~.c. Phone: No. _2Ca:J sun-----·- ha i 1 i 119 Address ~fl::i:.m.t±e:.:flr-_...8.(ill..Jl1J.J1.e:ta.r...8.g~--- ·mrr fli:cg~'r',_c..£i'\--:99:l:fr.r ·--~-~.r:.rli.tf .92Ql1Z_ ServicE> Address; M p,, __ _ ----~=a rca_ ..J..CU..t __ _ Yra•~t De~cd pt ion: L.ot...101.. _ _sµ,,.r.isJJ .. JljJJ.ar;e.. ___ _ Assessor's Parcel No. _2]6-3~-3~---- Type of Building _Singl.P_.fz.mil, No. Units ~~-Cormect-ion Fee $[;.'.'JLJlQ __ _ ( d···oo ,-r') Lateral Size; 4" 611 8" Saddle Easement Connection pre-p. L ,,,J Extri'f Footage: Amount Rec'd Ck. No/Cash Date Rec'd By @ $ ----Extra Depth: $400. 00 -tt:;-OOo0~20 8-30-79 j g ---~1 $ ---- Lateral Fee Prorated Sewe:- Service Fee Total ,•.w·--,,. nu ! ..1-~-- The u1·plication must be signeo by the O1~ner (or his authorized represent,ttive) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will he installed by the Leuc:.dia County l,fot,!r District. The service lateral is that part of the :,e\•9:-system thtt :::xt2nd::; fro,,1 the main collection line in the street (or easement) to the point in the street (tt or near the applicant's property line) where the service lc:teral ·is conn~cted tn the applicant's building sc11er. The applicant is responsible for the t.cnstruction. at the applicant's expense, of the sewer pipeline (buildin() sewer) from the app11 .. cant's plumbing to the point in the str~e~ (or easement) where a connection is n1a12 to the service lateral. The co11nection of the applicant's building sewer to the service lateral shall be made by the applicant ~this expense. The connection·-must be made in confm·;n·ity with the District's specifications, n(les and regulations; and lT MUST BE INS>'EC:cD AND ArPROVED BY THE D!STR!CT BEFORE THE SEWER SYSTEM MAY BE USED BY THE /\PPLIC'N,';'. THE APFLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT ·,H; TIME INSPECTION IS DESIRED. ANY co:~1,ECTION Mi\DE TO Tiff S[!WICE LATERAL OR COLL' c: .. TION LINE WITHOUT PRIOR APPROVAL /\ND INSPECTIOii BY Ti![ DISTRICT WILL BE CONSIOE.:[i INVALID AND WILL NOT BE ACKNOWLEDGED·. The prorated sewer service fee is based upon the date the District estimates t~at service will begin and covers the balance of the fiscal y0ar. There will be ro additional fee or refund if service actually co1m1ences on a differcmt date. ior succeeding fiscal years, the sewer service fee will be collected on ti1e tax re1ll 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. l~cir"l:, ~~-,,,~c. ___ .· __ _ Owne'r 's Signature 11 &.' ., --:;-, ·--• .:x:· ~ , ~/ . -,.,--.. ., ___ __,__ L1dfQ 9899 /\cc,,vnt ·No. ' ' Qlrrttfiratr of ®rrupa11ry CITY OF CARLSBAD This Certificate issued pursuant to the requirements of Section 306 ' ' \ of the Uniform Building Code certifies that at the time of issuance this structure complies with applicable ordinances of the City regulating building construction use. . 80-686 _________________ Bldg. Pemut No. ______ _ 3 Use Zone R-1 " ~--··· -··"-~'"'" .