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HomeMy WebLinkAbout2376 LA COSTA AVE; BLDG 2; 80-705; PermitSEE 2376 LA COSTA AVE FOR MORE INFO ON 80-705 LICENSED CONTRACTOR'S DECLARATION I hereby affirm that 1 am licensed under provi· sions of Chapter 9 (commencing with Section 700J) of Division 3 of the Business and Profes• sions Code, and my license is in full force and el· feet OWNER·BUILOER DECLARATION ~I hereby affirm that I am exempt from the Con• tractor's License Law for the following reason (Sec. 7031.5 Business 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 file a signed state• ment that he is licensed pursuant to the provi- sions 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• emphon. Any violation of Section 7031.5 by an ap- plicant for a permit subjects the applicant to a civil penalty of not more than live hundred dollars ($500). L !, 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 tor 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• tered tor sale. If, however, the building or improve· men! 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). :::.1. as owner of the property, am exclusively con• tracting with licensed contractors to construct the project (Sec. 7044, Business i?.nd Professions Code: The Contractor"s License Law does not ap- ply to an owner of property ·•ho builds or im· provt.s 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. _____ , B. & P.C. for this reason Date ______ Owner WORKERS' COMPENSATI A JC I hereby affirm that I havecn~\fi sent to self-insure, or a certificate Compensation Insurance, or a certffiel thereof (Sec 3800, Labor Code) POLICY NO ____________ _ COMPANY ____ _ ·1copy is filed with the city :::JCertified copy 1s 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 for which this permit is issued, I shall not employ any p~rson in any manner so as to become subject to the Workers· Cnopensation Laws of California. NOTICE TO APPLICANT: If. after making this Cer• t,ficate-..if Exemption, you should become subject to the Workers· Compensation provisions of the Li;,'-<t;i..;ode, you must forthwith comply with such provisions or this p~rmil shall be deemed revoked. Cr-~TRUCTION LENDING AGENCY I hereby aflirm that there is a construction len- ding agency for the performance of the work for which this permit is issued (Sec. 3097, Civil Code). CITY OF CARLSEIAO-BUILDING DEPARTMENT APPLICATION & PERMIT APPLICANT TO FILL IN INFOR- USE BALL POINT PEN ONLY 1200 ELM AVENUE (?l4) 438_5525 '/'_/1,vf" MATION WITHIN RED LINES AV.ST. OATE OF APPLICATION BUS. LICENSE PERMIT NUMBER " ;7-~-<'!'v >vt ~ /2</,'7, 3":;;s;; j?tJ.,-7 t s ;,t..e'o .,;2..3 7 t-;2 3 7 J' , DESIGNER s-r +-----,:..;~'j.<!<;L_:__:_--"'.._-1----'"-'~=-t.'=-'~:.....l-----------......j>---.L-'-'c!L>L"'-.;<,.__!__!l._Lt.;'-tf. _____ --l~,~,~,,~G~,~,~,~. ,~,-,-,-,-, ~ y .3 tY6 -J ? .L---=L~~~~~~~~---~-_l ________ .J_ __ ~ ,? 3 ?<1-2--3 ?i. -;i.3 7 'I CENSUS TRACT I ZONING RES. UNITS PARKING SPACE sf I NUMBER OF STORIES Not Valid Unless Machine C,rtifi«J "'~?c' :._,,, ~ BLDG USE occ." I"'""" PLAN # !Jo: )o J~ I"",,,,, l '"· COAO I QTY.I PLUMBING PERMIT MECHANICAL PERMIT ~ I EACH FIXTURE TRAP ~ I EACH BUILDING SEWER INSTALL FURN. DUCTS UP TO 100,000 BTU OVER 100,000 BTU :J I EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UPTO 3 HP EACH GAS SYSTEM 1 TO 4 OUTLETS BOILER/COMPRESSOR 3·15 HP ? I EACH GAS SYSTEM 5 OR MORE ~ BOILER/COMPRESSOR 16-30 HP AMT. Ir. -~ ?l, ,, ~ 1;. !I ' ,) ~. -Y'3~ I (,,lf-'f-~ i ·~ ~ ~?ii ,, ~ -Q ?' I EACH INSTAL., ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT 7~ VA ATIO~ • r.1 """ < -> EACH LAWN SPRINKLER SYSTEM WATER SOFTNER T<;<;IIF TOTAL PLUMBING CONTRACTOR QTY. ELECTRICAL PERMIT -?--I NEW CONSTEA AMP/SWT/BKR 7 00 H 1 PH .25 3 PH EXIST BLDG EA AMP/SWT/BKR 1 PH .25 3 PH REMODEL/ALTER PER CIRCUIT TEMP PD LE 200 AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) I SS II E TOTAL ELECTRICAL CONTRACTOR "< n, /0% . .J() AMT. /~-~ ?,oo 71 ".:' MECH EXHAUST -HOOD/DUCTS RELOCATION OF EA FURNACE/HEATER T,,111' TOTAL MECHANICAL CONTRACTOR QTY. MOBILE HOME PERMIT AWNING PORCH /I SET-UP / RAMADA, CABANA / FENCE OVER 6' / TOTAL MOBILE HOME _/ ./ 7 c7 ' ,-- -'< 11 n ~ ~ AMT. BUILD G PE-RMTf -..__,_ SIGN PE1'!,II 1',-9n --SC- PLAN CHE All INCLU ~1t/l? l!fo-10-c/ TOTAL PLUMBING ELECTRICAL MECHANICAL MOBILE HOME SOLAR MICO-FILM ,TRnNt:: MOTTON· TOTAL FEES PAYABLE I I J1l.i,~-r--' : : :!tQ-7:7 I I · I ~~·!>,.. ~ I . I , I I • I I • I I · I I • I : : :11~-( I I ,,.?j5j :,,i I?-- I HAVE CAREFULLY EXAMINED THE COMPLETED "'APPLICATION AND PERMIT. AND DD HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED;TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I.ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID C!TY IN CONSEQUENCE "AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER 5'-0'" DEEP AND DEMOLITION OR CONSTRUCTION OF STRUCTURES OVER 3STORIES IN HEIGHT ,rt:..~ $JtJ~~ .,,2~~0 tl,;!..- ;M,fb ~ Iv OF THE GRANTING OF THIS PERMIT I ¼-~PLICANT~IGNATURE' L' .Ah~ ~A, ,-=,. SCHOOL FFE: -·r OWNER□ AGEN~ -, CONTRACTOR□ l"_'PAf)'ED BY BY PHONE O -Y t\....,.~ 1?1.L'.v 7'7~ 5 >= u = a. VI ~ SITE go-,os ADDRESS: OWNER: PERMIT NO: FIELD INSPECTION RECORD INSPECTION DATE INSPECTOR INSPECTOR'S NOTES 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 TIES/HEIGHT OF CHIMNEY OTHER TEMP POWER (POLE) SEWER GAS TEST SWIM POOL • STEEL BONDING • PRE DECK • FENCE PREP LASTER SHOWN • FRAME ; • PAN ,,. /) , FINAL INSP BY BLDG DEPT I(--/(.,,/ . LOTHER DEPT'S REQ COMPLETED I ., f ! ELEC METER-PERM-TEMP ' ! GAS METER-PERM-TEMP !--~ I -•. ! C',;::~! OF OCCUPANCY ISSUED ' ... REOUE_ST FOR INSPECTION .. _ TIME-••·..I: ft l'.',· Yir. INSPECl'DR__,t,,=---------PERMIT NO _______ DA~~: '?-2 /-[?'I , OWNER _______________________________ _ ADDRESS ;2 _?, 7 U 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 D INTERIOR~~,,,{ OR DRYWALL D FINAL ✓-- PLUMBING 0 UNDERGROUND PLUMBING D UNDERGROUND WATER 0 ROUGH PLUMBING ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT OG.F.I. 0 SMOKE DETEG,TOR D FINAL ✓ , - MISCELLANEOUS 0 PLENUM AND DUCTS D COMBUSTION AIR 0 PATIO 0 TOP OUT PLUMBING () ---7 D S_IGN 0 SEWER AND PL/CO □ GRADING ,, - , D TUB OR SHOWER PAb{G 0 DRJVEWAY 0 GAS TEST -rl,,-fj I D CONDl}f,IIIED AIR SYSTEMS . ~ER HEATER ,, D REFER PIPING INAL i....-D FINAL READY FOR INSPECTION: D MONDAY D TUESDAY □WEDNESDAY DA.M. □THURSDAY e DP.M. SPECIAL INSTRUCTIONS _________________________ _ ""(...tr REQUESTED BY _______________ PHONE NO. 7 -,-2, -/ f y'r PERSON TAKING REPORT _______ _ LICENSED 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• feet. OWNER-BUILDER DECLARATION DI hereby affirm that I am exempt from the Con- tractor's License Law for the following reason (Sec. 7031.5.Business 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 for such permit to file a signed stale· men! that he is licensed pursuant to the provi- sions 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 penally of not more than five hundred dollars ($500). l · 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• men! is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve tor the purpose of sale) :::.1, as owner of the property, am exclusively con· tracting with licensed contractors to construct the project (Sec. 7044, Business i:'.nd Professions Code: The Contractor's License Law does not ap· ply to an owner of property ·•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). 1 am exempt under Sec. ________ B. & P.C for this reason, ____________ _ Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con· sent to self.insure, or a certificate of Workers' Compensation Insurance, or a thereof (Sec. 3800, Labor Code) POLICY NO COMPANY l]Copy is filed with the city. lj \i ~v- ncertified copy is hereby furnished. \l j, 1 CERTIFICATE OF EXEMPTION FROM t WORKERS' COMPENSATION INSURANCE (This section need not be completed if the per• mil is for one hundred dollars ($100) or less) I c~rtily that in the performance of the work for which this permit is issued, I shall not employ any p,erson in any manner so as to become subject to the Workers' Coinpensation Laws of California. NOTICE TO APPLICANT: 11, after making this Cer- tificate bf Exemption, you should become subject to th.Ji Workers' Compensation provisions of the L;6or Code. you mu.st forthwith comply with such provisions or this permit shall be deemed revoked. cc1'1STRUCTION LENDING AGENCY I hereby affirm that there is a construction len• ··--~----.. ·-· ... _ --··-·------· .... _ ···-•'-·-· CITY OF CARLSBAD-BUILDING DEPARTMENT APPLICATION & PERMIT USE BALL POINT PEN ONLY 1200 ELM AVENUE (714) 438-5525 "· 7A ~ ~ /2 . ;B ADDRESS tAr· rA~/4/JfATION _,. //'AA • •. l~r/j .,..'-f ·1 " I 'I • I I I I ' ' ' ' ' ' ' ' ' OWN~. / / ./ ' ~i~•N3S7H~~ P"M' co""'ll. f 7 f;, / i' ;/,A/(, 'l 7 --/2?c:::::: . MAli leS OWNER'S MAILING~ ss -,..,/= !"--~ ... ...IIJ""'J ~ i.A!ONTRACTOR'S ADDRESS -. ,.,,; ,_ ·-. , ..... ;~~,e~ ,., Ci ,:26.? ..> 54-mE ., Lr BJ~ c". SUBOIVIS~ " I ASSESSOR'S PARCEL NO, DESIGNER ·--... .. -I I I I I ' ' I ' ' ' DESC -TION OF WORK I ., ) 14-LL-S Ol-U/UDX!...- ~'-' , • ~ J • ~ .,.,,, DESIGNER'S ADDRESS CENSUS TRACT GP LANO USE ZONING APPLICANT TO FILL IN INFOR - MATION WITHIN RED LINES. BUS. L lCENSE PERMIT NUMBER / 2/Jio,,,., ½6/ ,, 05, STATE LICENSE :2,/ 4---7 CO CONTRACTOR'S /~N~ • ·-~,...., STATE LICENSE DESIGNER'S PHONE f,' r.,," .I I RES. UNITS I P;RKING SPACE sf I NUMBER OF STORIES Not Va.id Unless Machine Cartifi«J BLOG SQ. FT. BLOG USE occ. GP I STANDARD PLAN 11 IPLANID!t I TYPE CONST I occ. LOAD I 'rz-:;-,--,_... ;fl-l,J ,..-ti 7 OTY. PLUMBING PERMIT AMT. OTY. MECHANICAL PERMIT AMT. EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100,000 BTU EACH BUILDING SEWER OVER 100,000 BTU EACH WATER HEATER ANO/OR VENT BOILER/COMPRESSOR UPTO 3 HP EACH GAS SYSTEM 1 TO 4 OUTLETS BOILER/COMPRESSOR J-15 HP EACH GAS SYSTEM 5 OR MORE BOILER/COMPRESSOR 16-30 HP EACH INSTAL., ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT VALUATION:'2O otjt_, EACH LAWN SPRINKLER SYSTEM MECH EXHAUST -HOOD/DUCTS WATER SOFTNER RELOCATION OF EA FURNACE/HEATER BUILDING PERMIT I 171 /,. (110 TC: c:m, °' .n n T SSIJE 3-. 00 SIGN PERMIT I I I I TOTAL PLUMBING TOTAL MECHANICAL PLAN CHECK I I '-J..((_ c,cJ CONTRACTOR CONTRACTOR All INCLUSIVE PERMIT I I I ELECTRICAL PERMIT AMT. TOTAL PLUMBING I I I OTY. AMT. OTY. MOBILE HOME PERMIT ELECTRICAL I I I NEW CONST EA AMP/SWT/BKR AWNING MECHANICAL I I I 1 PH .25 3 PH PORCH MOBILE HOME I I I EXIST BLOG EA AMP/SWT/BKR SET-UP SOLAR I I I I lPH .25 3 PH 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 I OVER 200 AMPS I I I I TEMP OCCUPANCY {JO DAYS) I I I I ISSUE 2.00 .. .,_ .,..,.,,., T ,.._.,_T • I I I .,n, I TOTAL ELECTRICAL TOTAL FEES PAYABLE I .I 11 li.i-4.n I CONTRACTOR I I I HAVE CAREFULLY EXAMINED THE COMPLETED .. APPLICATION AND PERMIT, AND DO •AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER HEREBY CERTIFY THAT ALL INFORMATION HE'REON IS TRUE AND CORRECT AND I 5'•0" DEEP AND DEMOLITION OR CONSTRUCTION OF FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED; TO COMPLY WITH ALL CITY, STRUCTURES OVER 3STORIES IN HEIGHT COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER Ir--. SCHOOL FEE: SPECIFIED HEREIN OR NOT. l,ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM· 1...-----1 LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND / / . EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT ( APPLICANT'S'~ \,/ '-....___ OWNER[I.V CONTRACTORCY'"IA;.J.;.tD BY (iJ/c;;" . BY PHONE O l..,\._.~ / ~ . .,,,, ... ' AGENT 0 ! < C ~ ti ,= u = a. "' ~ (' SITE ADDRESS: ' OWNER: PERMJT NO: . FIELD INSPECTION RECORD INSPECTION DATE INSPECTOR INSPECTOR'S NOTES WOOD FLOOR FOUNDATION• FORMS• SET BACK• TO!LET UNDER FLOOR PLUMBING UNDER FLOOR HEATING OK TO INSTALL SUB FLOOR SLAB FLOOP ' 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 8: 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 INSP BY BLDG DEPT OTHER DEPT'S REQ COMPLETED ELEC METER-PERM-TEMP I ::;As METt:.R-PERM--TEMP I r t~RT OF OCCUPANCY ISSUED . . , ,~,·:_<:j;;;f~~i:,{ti:iii, '"""~fii"'''~,--'l,,,·c\', '.. . -~· . ··,1~tv· ·,\,: , · ,, -· ----, \ -- ;,·}¼I~, ··1 . . '\'</ )I( /A\/1'VJ\V}O/JM\Vh\.j~~ V~1'Dl\.!~\Al\\~~/A~~IAJJI.M)I( ; Qlrrtifiratr nf ®rr1tpattry E ► 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. ► ► ► ~ ► ► ~ Use Classification 3 unit Concb,_' .C. • · Bldg. Permit Na. 80-705 ► Group ____ Type Construation · Fire Zone ____ Use Zone____ ?: Occupant Lood ~. ' ► · · · capistraoo ► ► Owner of Buildin~'Frie!s't .. .,.✓·~"'•-::,.. ,-. i,: j .. ,~ ........ ~ NOTE: A.lterotlotts, chonges, odditlons o, chon-tH of occupancy ~ (Post In conspicuous pion) )('W"'(/ff\Vl'lVfflnVTMlllll"Nrolt'lln0'\11,V,IW\\I/Wl'\linM'\'IIIWIWl,V/\V/Wf\V/\V/\✓/\V/W/\V/\V/WJ..V/\V/\VIWn \ f l ·• ·' I JI ~ . . ·•·:. '. r .. ,. SI' l·;if.tJ . ~'i1ir' t?•'::} ~· ·:-,•·. , 1200 ELM AVENUE \=ARLSBAD, CALIFORfllA 92008 TE Le PHONE: ~141 ~S !'B'-s s z s <!tit.;, of <!Carlsbab November 13; 1980 San Diego Gas & Electric Company P. 0. Box 27 .O_c.eanside, California 92 054 Attention: Subdivision Coordinator Gentlemen: SUBJECT: _.=.S.:.:I Xc:.._:C.=.ON:.::D:..:0:.--=-UN:.::I:.:T.=.S!....:/ A~Bc....:.C __:D:....:cE---'F'---__ (ABC Cc.ndomin .i ums) __ 24_0_0_L_A_CO_S_T_A_A_V_EN_U_E __ ~--(Address) CARLSBAD, CALIFORNIA OWNER/HARRY FRIES In accordance with Sections 301, 505 and (1301 or 1401) of the Uniform Building Code, this agency has, determined that there are six buildings in subject project and will issue separate building permits to cover these group ---'R~D~M'----(R~-~i:-.R.3.) occupancies. .. PERMIT NO. ' • Application for Grading Permit CITY OF CARLSBAD (letter co~d_e_+_n_u_m~ber) • FOR APPL ICANT TO FILL IN ! I te Address r :...,. __ , ... 1 ~ega I Descri ption -.. /?_ ... -~ ~ PUBL IC WORKS & BU ILDING DEPARTMENT 1200 Elm Avenue 729-1181 • Surety Bond Map No. Surety Company Subdivision Name •w I -f -·. --Surety Address Owner I'"'~,,~ Phone Date Fi led Jo-'!>/}~? Owner's Address --. , ---, ---Cash deposit n-C_°\ $ L=lot S=subdivision C=City contract Bond No. Rec'd by Rec'd by Date f i I ed P lans by Civi I Engineer R.C.E . -The fo I I owing documents are required and sha l I ,, J ?JCl become a part of the grading permit when they Address --. Phone are approved. , -. --->J.L.C--__ Grading plans __ Specifications :ioi I Eng ineer --·--R.C.E. ........ , .. , Phone -. ' __ So i I report __ Vicinity map , JCi~< __ Drainage structures __ Retaining wal Is Grading Contractor --F1hone . -__ Compaction report Other --• Address Check if supervi sed SPEC IAL CONDITIONS WH ICH ARE MADE orad i no A PART OF THIS PERMIT Darty responsible for overa 11 supervi sion I. Authorized hours of operation: 7:00 AM to Proposed use cf grade site 5:00 PM, Monday-Friday. ' C ,._&:'.:::-2. Haul routes are to be approved by City Number of cubic yards ----Engineer. Cut Fi 11 Import Waste 3. Adequate provisions shal I be made for erosion and siltation control. I llnn I I 4. Al I s I opes sha I I be olanted per direction ~/rJrl of Parks & Recreation Director. Total Compacted f i 11 s (yes or no) ~ Proposed Schedu le of Start Finish Operat ions (dates) I hereby acknow ledge that I have read the app I i ca- tion and state that the information I have prov i dee INSPECT ION DATE INSPECTOR'S is correct and agree to comp ly with a ll City SIGNATURE ordinances and State laws regulating excavating anc Ground preparation grading, and the prov isions and conditi ons of any Rough grading permit issued pursuant to th is appl ication. -----~ Compaction report rec'd. Signature of Permittee / Y/;l/./~~ / -Planting & drainage --/ f Owner or authorized agent Fi na l certification rec'd. Grading permit fee $ 7, J-.. F ~ Work comp leted Surety bond released ( ~ \.,r ]J_ Permit Va I idation -/1-~) by Date -I ' Permit Expi ration Date THIS FORM WHEN PROPERLY VALIDATED BY S IGNATURE IS A PERM IT TO DO THE WORK DESCRIBED . TH IS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD '· ' ESGIL CORPORATION 9320 CHESAPEAKE DR .• srITE 1::2 SAN DIEGO, CA 9212:-J (T14) 660-146~ C V\--12..,L-S o f.\. O \ L,(J O ~ u" 1 t ~'-Cuvt_,8,() lo/ J_i S. , t-o c-/--l-i ~ \ Q_,Q_ LU ce,t{ S ~t"'-9-\G'Vv1-o "-AA--,__~ ~~ ~~J ¼.) ~ ~ ·\{,v ~ ' (Lz___/J_ ( '-~ " cw..R.. CO"\!{ ,~ri Q-'vt,.~ •. .' \, ,, t •• • _____ ..__......., A· ~u,1-0 ''VGc-~ ~ __ _. ; Cl"B lJ "'I\ 1 + ti \U,\ \4.-c»,2. 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I )(_ J:Z::J, I _4 K 'le..:. ::-If '6 = 19<;/ -~v - q--y 57 z_ ~-Jl ·c;;c; :::c 3 = // t / :).-c:, -= / .3 ~ g <9 t/0 =-3.;i. 0 ----/ 'J l/d F , /<.. ~ w ,4 L '--8 TWN, CH )IYJ Lfilf 'S:.. ? Keo,=-Ou e12--'BwG. INTERDEPARTMENTAL INFORMATION SHEE T 1 J ~ r I Ji(_ • / ~ l \ / ' R-E -BUILDING DEPARTMENT r f., c_i) \ DAT ; CE IVE D ..., U JL DING AD DRESS J I./ J J 7 t.;fl~ ck-~--· -~.::..c:.....:'---"-~;==_, __ .....__~~-- /Jf /IJ :J I 0 -3 to ~ o I JUL 21 1980 zm 't Bl ment LNNING DEPARTMENT 737,1 ~3'l4'/4C~~ j<~ /I LOT SI E _________ LOT WI DTH ________ _ UN'.S ALLOWED ___________ UNITS PROVIDED ____________ _ Pf.ING SPACES Rr .UIRED PROVIDED ----------- o/ .CV ER AGE ALLOi t:D PROVIDED ------------------------ ][ DING HEIGHT. AL LOWED PROVIDED 2}'T SET BACK.: [.,OrnD )\': DED ~RUS IC' ,'1S SIDE SETBACK: rnsc~PE & IRRIGATION PLAN COMMENTS: TO ENGINEERING R. ct;~. 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Cll.tl".!) t. •'c.c,L,t(,. • .. ·3@lt•'• ,:.oVTnO ft 3@ Ho "1 Ott. \3 •• NO "-••;''f 9-"'aL\( ... 'i @1."' " ,, C.1,,'I..(.. .. 'i@>1c.•' .,... 4 f) \C. Ott l '-l •• ~1""111111:lol ......... "' 4' -=I • f!":;••~n·/ <a•• Cc..1.J<.. MC J>(S')') lo( .. • 1z..9•-,1i ..,., ~, L3 )°'~a,-~ p = '°"" s ( '-41,) .. v• ... c- ,t.au,"/, ~TC Oc.. ••S" 51..10 3S-(<.~' Yi.= <.3<> ... , l"'lc.(1.~,Vl1:1. :,, .... , PIZ<Ulii u., •'/ Svrt.c.\.t-1\CL<.'- :,s P<:.f:' 1..A.> ,..,...,, M • .lS(S"I 'l.., ~ = IIC:.G.,'l \ 't $" ~TC, 1.u,0-n.1 3 ., ~ ,, s.+> "7f.~ M ,,G.o I? M 3 •»• oTn lcu<. l!I" ltlM.l(. M '-t.cP'\,--. .- &-Va."' ... ccai, VIICN G, uCL..,C. .. &(?t.c..'' C. '-tT1't ◄ .S QH~. ... ... ..... 2"'(.' .,. MU'(W. ~""'"' 1 l. 1'1'Yl. '' V.SE s""ic WALC.. ~ft'f'L., "=""""'" ~ "' ,,,. \,&;, .. \, ... "I!: I 0/IC."-Sl1 ( c·~·. ( BENTON ENGINEERING. INC. APPLIED SOJL MECHANICS ----FOUND ..... TIONS 6741 EL CAJON BOULEVARD SAN OIEGO. CALIFORNIA 92115 PHILIP HENK ING BENTON PttlESIDllNT • CIVIi., lrNC.11,lltlUI Moy 28, 1970 Rancho Lo Costa, Inc. Rau te 1, Box 2550 Encinitas, California 92024 Subject: Gentlemen: Project No. 69-10-24D Final Report on Compacted Filled Ground and Recommendat-ions For SI ope S tob i Ii ty and Soil Bearlrg Values La Costa Greens · North of La Costa Avenue East of El Camino Real San Diego County, Col ifornia Permit No. L5673 SAN 01E"G0 583-5654 LA ME!l:A 469-565-4 This is to report the results of tests and observations mode in order to inspect the compaction of filled ground placed on certain areas of Lots I to 10, inclusive, La Casto Greens, beirg a Subdivision of a Portion of Sections 35 ond 36, Township 12 South, Rorge 4 West, S.B.B.& M. San Diego County, California. These fills were placed during the period between October 24, 1969 and May 15, 1970. Reference Is made to our report of Project No. 69-6-12C, dated January 20, 1970, in which we slated that stability of the slopes would be confirmed and recommendations for design of safe and economical foundations would be made after the gradirg was completed. These items 1 will be discussed further on Pqie 2 of th is report. The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on Drawirg No. I, entitled "Location of Compacted Filled Ground." The grading pion used for the placement of filled ground was prepared by Rick Ergineering Company and doted January 26, 1970. Please note that a portion of the filled ground was placed over compressible ground. This area is referred to on Drawirg No. l os, "fill placed over compressible ground." It is recommended that special design prec01Jtions be exercised in this area to minimize possible damage to the structure as a result of settlement. The approximate locations at which the tests were taken and the fi nol test results ore presented on pqie Tl to T4, inclusive, under the "Table of Test Results." The laboratory determinations of the maximum dry densities and optimum moisture contents of the major fill materials are presented on page TS, 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 duri'll the weekly periods indicated on the following page. -----·-· .. -··-····---------------------- ("· .. , ( ., C. BENTON ENGINEERING. INC. APPLIED SOIL MECHANICS -· -FOUNDATIONS 6741 EL CAJON SOULEVARD SAN DIEGO, CALIFORNIA 92115 PH-ILIP HENKING BENTON .. ftCelQ&NT • CIVI~ 11:NGINW:lt~ June 25, 1970 Rancho La C05ta, Inc. Route 1, Box 2550 Encinitas, California 92024 Subject: Gentlemen: Profect No. 69 -10-24D Report of Results of·pH ard Soil Resistivity Tests La C05ta Greens North of La Costa Avenue E01t of El Camino Real San Diego County, California Permit No. L5673 SAN DIEGO: 59.3.5554 LA Ml!:S4: 469-51554 This is to report the results of a soil resistivity test and a pH test of the most active soils likely to come in contact with the culvert pipe on subject project. These tests were performed in accordance with Test Method No. California 643-B, Part Ill crd Port IV of the California Dlvisi on of High woys Mater! als Manual . The pH of the soil was determined to be 5 .3 and the minimum resistivity WCI$ 375 ohms. Accord- Ire to the Chart for Estimating Years to Perforation of Metal Culverts, these data indicate a useful life of approximately three years for 16 gauge corNgated metal pipe. In order to meet the 25 year life required by the County of San Diego, it ls recommerded that the ml nimum wall thickness of corNgated metal pipe installed on subject project be 12 gauge and that this pipe be treated with an asbesto, bonded bltuminous coatirg and paved invert as Indicated in Table 7-821.6A of Part 7 of the California Division of Highways Plannirg Manual. This treatment will add 20 years to the life of the pipes carrying abrasive ma.terials at flow velocities not exceeding 7 feet per second and for culvert pipes carrying non-abrasive ma.terials at flow velocities greater than 7 feet per second. This treatment coupled with the added life anticipated from 12 gauge pipe rather than 16 gauge pipe will meet the minimum required life expectancy of 25 years. Respectfully submitted, BENTON ENGINEERING, INC. . ... ' .. ,,.,, By .,-::~ ,,,., . <:ct·~ -- Wi I liam G. Catlin, Civil Ergineer Dis tr: (3) Addressee (2) Mr. B. L . Kramer (3) Rick Engineerirg Company ( 1) Robert W. Rodgers ·., ~, ( ( ( !':cied No. 69-10-24D Lo Costa Greens Test Number I 2 3 and 4 5 to 33, inclusive 34 to 86, i ncluslve 87 to IOI, inclusive 102 to 119, Inclusive 120 to 141, inclusive -2-.. ' 'In 1n"'o ,v~ayLv, 11 Week Ending October 24, 1969 October 31, 1969 November 14, 1969 November 2 1, 1969 December 19, 1969 December 26, 1969 Moy 8, 1970 May 15, 1970 The final results of tests and observations indicate that the filled ground, placed under our inspection, has been compacted to 90 percent of maximum dry density or greater. Direct shear tests were performed on selected loose soil samples remolded to 90 percent of maximum dry density that were alt saturated and drained prior to testing. The results of these tests are presented below: Normal Load in kips/sq ft Sample I 0.5 1.0 2.0 Sample 2 0.5 1.0 2.0 , Sample 3 0.5 1.0 2.0 Maximum Shear Load kips/sq ft I. 10 1.21 1.94 0.85 I. 17 1.46 0.65 0.72 0.88 Angle of Internal Friction Degrees 29.3 16.0 9.2 Apparent Cohesion lb/sq ft 650 700 575 Applying the Terzaghi Formula to the results of the above tests indicates that the fill materials compacted to 90 percent of maximum dry density have a safe bearing value of 1300 pounds per square foot for one foot wide continuous footings founded at a minimum depth af two feet below the lowest adjacent ground level, and placed five feet or more inside the top of compacted filled ground slopes. If footings are placed closer to the exposed slopes than five feet inside the top of compacted filled ground slopes, these should be deepened one foot below a one and one half horizontal to one vertical line projected outward and downward from a point five feet horizontally inside the top of the compacted filled ground slopes. Tests indkote that the com- pacted filled ground is odequote to satisfactorily support one or two story wood frame dwelli'lls· designed for the recommended beoring value without detrimental settlements in the areas where the compacted filled ground is placed over stable natural ground. No accurate prediction can 8ENTON ENG\,"\,jE"EHING, INC. ( ( Project No. 69-10-24D --i..ll Coda Greens -3-Moy 28, 1970 be made concernlrg the settlement for structures placed on the compacted filled ground overlyirg the "compressible ground" areas shown on Drowirg No. I. However, it is understood that the foundation design used for the Stables and the Maintenance Buildirg, which were both placed over similar compressible soils, has been performirg satisfactorily. It is recommended that the same design criteria be used for structures in these areas. Through tests and observations it hos been determined that expansive soils exist in the upper three feet below finished grade on all of the lots covered by this report. It is therefore recom- mended that the followirg special design precautions be taken for the houses to be construe led on these lots. 1. Isolated interior piers should not be used. Continuous footirgs should be used throughout, and these should be placed ot o minimum depth of two feet below the lowest adjacent exterior final ground surface. 2. Reinforce and interconnect continuously wilh steel bars all interior and exterior footi rgs with one 115 bar at 3 inches above the bottom of all footi rgs and one #5 bar placed 1 1/2 inches below the top of lhe stems of the footirgs. 3. Use raised wood floors that span between continuous footirgs, or reinforce all concrete slabs with 6 x 6 -10/10 woven wire fabric and provide a minimum of 4 inches of clean sand beneath all concrete slabs. Provide a moisture barrier 2 inches below slabs under livirg areas. 4. Separate garage slabs from perimeter footirgs by 1/2 inch thickness of construc- tion felt or equivalent, to allow independent movement of garage slabs relative to perimeter footi rgs. 5. Provide positive drainage away from all perimeter footirgs to a horizontal distance of at least 6 feet outside the house walls. It Is concluded from the test dato that the fill soils, when uniformly compacted to at least 90 percent of maximum dry density in accordance with the approved specifications, will be stable for heights up to 28 feet wien constructed on a 1 1/2 horizontal to 1 vertical, or flatter slopes. A stability analysis for the proposed fill slope is presented on Drawif8 No. 2, which demon- strates a safety factor of 1.5 assumirg a horizontal seismic force of O .1 g. The above conclusions assume that erosional control and proper drainage to prevent surface water from runnirg c,,,er the top of exposed slopes will be provided. Pages Tl to T5, inclusive, and Drawirg Nos. 1 and 2, are o part of this report. Respectfully submitted, BENTON ENGINEERING, INC, s✓-%_;,.--e:; c,x5cf'/4Z~,c~~ William C. Catlin, Civil Ergineer (_/--. ) <Z ···(3 fl-/ , ·"\ ... Reviewed ~ti,· 1: ~-. · ~ Philip H, ~ton, Civil Erg! neer . Dis tr: (3) Addressee (2) Mr. B. L. Kromer uENroN ENGINEERING, 1Nc. ,,,, n•~' e ,._•. -.~:....,... r ------------------·· -.. t~rvi'e.:.f No. 69-10-240 Tl N~y 28, 1970 La Costa Greens TABLE OF TEST RESULTS ( ., Approx-Depth Maximum imate of Fill Field Dry Dry Test Location at Test Moistvre Density Density Percent No. Lot No. in Feet % dry wt lb/cu ft lb/cu ft Compaction Remarks I 1 3 13.3 105.5 115.8 91.2 2 2 2 13.2 108.0 119. 9 90. I 3 7 * 12 .3 119.8 124.2 96 .4 4 3 I 13.2 109.6 121.0 90.6 s 5 2 11. 9 115. I 122. I 94.3 6 4 4 11.0 114 .3 122. I 93.7 7 7 2 13.5 112. 9 122 .0 92.6 8 9 2 10.4 113. I 122. I 92.6 9 3 4 10. 1 110. 0 122. 1 90. I 10 2 6 14.6 111. I 120 .5 92.2 ti I 7 11.2 115.2 122. I 94.4 12 6 4 9.8 111 . 8 122. I 91.6 13 8 4 10.4 114.2 122. I 93.5 14 10 2 12 .2 113.9 120.5 94.5 15 5 6 11. 3 108.2 121 .6 89. l Reworked 16 7 6 12 .6 109.6 119 .9 91.5 17 5 6 12 .3 109.3 120.5 90.8 Check on I 15 ( 18 4 8 13.3 111.8 121.0 92.4 19 10 6 13. I 112.9 121.0 93.4 20 9 6 13.7 113. l 120 .5 93.9 21 6 8 11. 9 108.7 119 .9 90.7 22 9 8 13.0 11 l. 0 121 .0 91.8 23 3 8 12. I 111. l 120 .0 92.6 24 5 10 14.4 111 .2 116 .4 95.6 25 2 10 14.4 T14. I 120.0 95.2 26 I Tl 15.2 112 .2 120.0 93.6 27 4 12 14.7 112 .2 120.0 93.6 28 3 12 14.8 110.4 120.0 92.0 29 8 8 12 .8 114 .4 122. I 93.7 30 7 10 10.4 115 .6 124.2 93. I 31 4 16 13.9 117 .3 122. l 96. I 32 5 14 13.7 11 l. 9 123 .2 90.8 33 6 12 12.2 110.8 121 .0 91.6 34 7 14 10.3 114. I 122. I 93.4 35 5 18 10.6 114.2 122. I 93.5 36 3 16 12.7 109.6 .118. I 9'2..7 37 I 15 7.6 116 .4 124.2 93.7 38 6 16 10.9 106 .7 118 . I 90.3 39 4 20 16. I 106.2 112 .3 94.6 ( 40 7 18 12 .7 107.8 113. 9 94.6 * Backfi 11 of removed area. •·1c·•:T ~"-' ,-.,.-,,~.> F,''" C. I~ . •·-•••~•.-•• .. -••~A-___ ,,..., .. -----••' , ,.,w-.~~•-,~•-••"'•••P• l'r,:•je,;;t i'-lo. 6?-10-24D T2 Moy 28, i970 '4 ',",ft, Lo Costa Gr•ens !-\.;·· .• TABLE OF TEST RESULTS (CONT.) C~ Approx-Depth Maximum imate of Fil I Field Dry Dry Test Location at Test Maish.Ire Density Density Percent No. Lot No. in Feet % dry wt lb/cu ft lb/cu ft Compaction Remarks 41 2 14 13 .3 108.8 118 .o 92.2 42 I 17 13.6 107.7 113.9 94.6 43 2 16 13.5 109 .9 118.0 93. 1 44 3 18 13.3 109 .8 118.0 93.0 45 2 18 9.5 118.5 124.2 95.4 46 3 20 12 .2 115. 1 122. 1 94.3 47 2 20 9.4 116 .2 124.2 93.6 48 3 22 12 .2 112 .8 122. 1 92.3 49 1 19 8.6 115. 1 124.2 92.6 50 3 24 10.7 114.0 124.2 91.8 51 2 22 14.2 107 .2 112 .3 95.5 52 2 24 13.3 105.8 112 .3 94.2 53 3 26 12. 1 108 .2 113. 9 95. 1 54 9 10 11. 1 106.8 118 .0 90.6 55 8 10 11.9 110.5 118.0 93.7 56 10 8 10.0 112.5 122. 1 92.2 57 3 27 11.9 109.8 118.0 93. 1 ( 58 4 22 13.7 110.8 118 .0 94.0 \ 59 1 22 12 .2 113.0 117 .4 96.3 60 2 25 14.9 108.7 113.9 95.5 61 1 23 21. 1 101.8 110.6 92. 1 62 1 25 14.5 110.3 118.0 93.6 63 2 26 14.9 105.3 113.9 92.6 64 1 27 15.2 106.4 113 .9 93.5 65 2 28 16 .5 105.4 112 .3 93.8 66 2 30 15.5 106.8 113.9 93.8 67 3 28 15.6 109.8 118.0 93. 1 68 2 32 11.8 111.8 122. 1 91.6 69 I 29 14.2 108.9 118.0 92.3 70 2 34 12 .2 103.0 113.9 90.5 71 1 31 11.6 112 .0 122. 1 91.8 72 2 38 12 .8 109 .7 118. 1 92.9 73 4 24 14.7 101.2 112 .0 90.3 74 4 26 14.7 106.8 112 .3 95.0 75 4 28 14.8 106.9 113.9 93.8 76 5 20 12. 9 107.9 118 .0 91.4 77 4 30 1 I. 1 110. 0 122. 1 90. 1 78 7 10 13.6 108.0 118.0 91.6 79 8 6 15.4 104.5 112 .3 93.0 80 8 8 I 15.3 112.2 118 .0 95. I UENTOr-~ L'NGfNr.EFtlNG. lNC. ---------------------•-•-'-•-' ·----·-----· ·--------Proj~ct No. 69-10-24D T3 Moy 2e, 1970 La Costa Greens ' TABLE OF TEST RESULTS (CONT.) (., Approx-Depth Maximum !mate of Fill Field Dry Dry Test Location at Test Moisture Density Density Percent No. Lot No. in Feet % dry wt lb/cu ft lb/cu ft Compaction Remarks 81 8 10 12 .6 106.7 118 .0 90.5 82 JO 8 12 .0 109. I 119 .o 91.7 83 3 20 11.3 111 . 5 122. 1 91.4 84 9 8 14.8 105.2 112 .7 93.5 85 10 10 16.9 104.4 112 .7 92.7 86 9 10 15. 1 116 .7 122. 1 95.5 87 10 12 . 14.3 104.9 112 .7 93.2 88 9 12 14.5 108.4 118 .0 91.9 89 10 14 17.2 108.4 118.0 91.9 90 9 14 11. 1 106.8 118 .0 90.6 91 10 18 10.2 109.3 118 .0 92.7 92 9 18 13.0 109. 1 118 .0 92.6 93 8 12 13.4 107 .3 118 .0 91. 1 94 10 20 14. 1 108.2 118 .0 91.9 95 8 16 12 .3 106.6 112 .2 94.9 96 9 22 14.5 109 .3 118 .0 92.7 97 10 22 15 .0 104.8 I 12 .2 93.4 ( 98 8 20 12 .6 107 .7 113.9 94.6 99 10 26 14 .2 107 .2 113.9 94. I JOO 8 24 11.2 I 10.5 118 .0 93.6 IOI 10 30 11.7 I 11. 3 122. I 91.3 102 10 7 18.2 105 .9 I 12 .7 94.0 103 10 9 15.8 114. 1 120.0 95. 1 104 10 11 15 .7 112 .3 120.0 93.7 105 1 & 2 2 17 .3 107. 1 116 .4 92. 1 106 10 13 16.4 109 .2 116 .4 93.9 107 1 & 2 6 20.4 102.2 110.6 92.6 108 3&4 4 17.2 103.8 114.0 91.2 109 5 & 6 4 19.2 104.2 113.0 92.4 110 10 15 23.4 100. 1 110 .6 90.6 111 10 17 22.8 97.6 107. 1 91. 1 112 I 31 19 .9 100. 1 110 .6 90.6 113 10 19 24.3 100. 1 110.6 90.6 114 6 20 15.0 106 .8 117 .0 91.3 115 7 20 22 .4 97.3 107. 1 90.8 116 10 21 20.7 102.9 .112 .0 92.0 117 10 23 21.7 101 .4 110.6 91.8 118 10 25 21.8 102. 9 110.6 93. I 119 10 27 21.4 101.6 110.6 92.0 ( 120 9 & 10 4 15.3 108.2 117 .0 92.5 UlcNIUl'I l:,-<l:.1r-,l'LHINl,, INC .. ---·-----· ~-.. :;,';ii',, ' P:-oicct No. 69-10--24D TA .'\,\ay 28, 1970 I., ,itl'li-La Costa Greeru ';'": .. , ".· TABLE OF TEST RESULTS (CONT.) (~ Approx-Depth Maximum lmate of Fil I Field Dry Dry Test Location at Test Moisture Density Density Percent No. Lot No. in Feet % dry wt lb/cu ft lb/cu ft Compaction Remarks 121 10 29 22.0 I00.6 110.6 91.0 122 6 10 19 .6 101.6 112 .0 90.7 123 I 33 21.5 101.8 110.6 92. 1 124 7 11 14.4 107 .2 113 .3 94.6 125 8 14 20.0 103.7 113 .3 91.5 126 9 & 10 8 14 .4 111 . 2 121.0 92.0 127 7&8 4 12 .6 110.6 121 .0 91.5 128 2 39 11. 9 112.4 122. 1 92.2 129 3 30 16 .8 113. 0 121 .0 93.4 130 1 & 2 10 • 15 .2 112.3 121.0 93.0 131 3&4 8 • 15 .9 108.2 116 .4 93.0 132 5&6 8. 17 .8 104.0 113.3 91.8 133 7&8 8. 13.9 109.2 118 .0 92.7 134 9 & JO 12 • 15. 1 109.9 118 .0 93.2 135 4 32 14.6 113 .2 120.0 94.5 136 5 22 15.9 111.8 116 .4 96. 1 137 6 22 14. 1 114.6 122. 1 93.8 ( 138 7 22 15 .4 112. 1 120.0 93.5 139 8 25 13.9 112 .8 121 .0 93.3 140 9 25 16 .3 108.5 116 .4 93.2 141 10 31 12 .8 114. 1 122. 1 93.5 • Fi nlshed Grade ( t!l:.N f UN l:N<.>!NF.<;...R,/\IG, IN~: '""·------·---------------· .... ""··•-.. --.. ·-·--••-·---.. --•·· Project No. 69-J0-24D Lo Ccslo Greens T5 LABORATORY TEST RESULTS May 28, 1970 ( The maximum dry densities and optimum moisture contents of the major fill materials as deter- mined by the A.S. T.M. D 1557-66T method, that uses 25 blows of a JO pound hammer falli111 from a height of 18 Inches on eac:h of 5 layers in a 4 inch diameter 1/30 cubic: foot c:ompac:tion cylinder, are presented as follows: ( ( Soil Type Gray very fine to fine sandy c:I oy Dork gray very fine sandy c:lay Light greenish-gray clayey very fine to fine sand wi th c: I oys tone c:hu nks Light greenish-gray slightly clayey fine sand Olive-green silty c:lay Gray brown slightly silty fine sand Brown fine sandy c:loy Dork gray silty c:lay Yellow-brown silty fine sand Gray-block silty c:lay Light brown silty fine sand Maximum Dry Density lb/cu ft 115.8 119.9 124.2 122. 1 110.6 113.9 117.4 110.5 116.0 118.0 103.6 Optimum Mois- ture Content % dry wt 9.8 12.2 11.2 11.5 15 .7 13.3 13. 1 16.3 13.2 13.6 15 .5 PHILIP HENKING ■ENTON ~Jtl:SIDl:NT • CIVIL 1:NGINl:UI Mr. Harry Fri es 33751 Paseo de Decoro BENTON ENGINEER1Nf3, INC. APP'LIED SOIL MECHANIC8 -,.OUNDATIONe IJBAO RUFFIN ROAD SAN DIEGO, CALIP'ORNIA 9Z1 ;U August 13, 1980 San Juan Capistrano, California 92675 Subject: Project No. 80-S-30F lnspecti on of Lot 1 of Lo Costa Greens Carlsbad, California Dear Mr, Fries: Tl:Ll:"40N& (71.) 988-181111 In accordance with the request of the Build Ing 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 June 2, 1980 and It Is concluded that the soil conditions are essentially the same as presented In our report on the grading af this subdivision dated May 28, 1970 except that erosion gullles exist on certain slope areas. The soils In the upper three feet below finished grade were claulfied as expansive, and therefore the recommendations for special dealgn and precautions presented In the above dated report should be incorporated In the plans and specifications for any proposed construction on this lot. It is recommended that positive drainage, 6 inches of vertical fall In 5 feet horizontally, should be provided around the perimeter of the house. Drainage systems should also be provided to collect all runoff from roofs and conduct the water In watertight pipes either Into the streets or storm drains. All surface drainage should be prevented from ponding adlacent to or running over the tops of slopes. Inlet boxes and watertight pipes should be Installed when neceaary to comply with the above requirements, If there are any further questions concerning the soil conditions on this lot, please contact us. Respectfully submitted, BENTON ENGINEERING, INC, Reviewed by ..,Ph.,..,.,rl""1 p.....,A'"", ""B,...en_t_o_n_, ... c"'lv""'i""i •E-ng_,l,...neer _____ _ RCE No, 10332 Distribution: (3) Addr-e RCR/PHB/c I, • , . . .. , .. ·. \ I 2 3 ,:5,,_,.,,_.,, /' 20 ·o,c.·,.. / -• /-=? "'A<c..-'!"'" ,J, ,. /4 . " /':;-< , -, I' z :-:, ,:., 7 / ., ( c.· .. J-z, -/ z. ' ,a.;-: l_,J ~:J-8 ,-7,~-//, -s:;_.· -~-J; . ,· , '· .•/',c;Z.-' ' " 0 ~ -.~.., ~ .,_.,~ -/,_ \ ,, .. -,<;. 5. 0 ' ' LO ~"" I ,, ; , ' , , :.1. :' --~-- :;-;~ ;/ -"';;, ·---·~-----------------------··------------------· SLOPE STABILITY ANALYSIS ( LA COSTA GREENS •SAN DIEGO COUNTY, CALIFORNIA DIAWINO ~.c'.Wti ', ENGINEERING, INC. . ... 2 ;; i·"~ 1 ____ L_---_:-_-_-~--------~~..J_L_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_.:._,,.._-~---,-_:_:....::1.-.:.:·:..i:~·-•1:l'•~:lif.tj\~ .. :~·l~j-~ PROJECT NO. 69-10-240 BENTON - ENGINEERING, INC. 476 W. Vermont Ave., Suite 102 Escondido, California 92025 714-743-1214/ 727-1818 Job #1169-80 October 13, 1980 Mr. Harry Fries 33751 Paseo de Decoro San Juan Capistrano, CA 92675 SUBJECT: Compaction Report for Site at Lot 1, ~a Costa Greens, Map No. 6708, Carlsbad, California. In accordance with your request, this report has been prepared to establish the degree of compaction of the compacted fill as tested by MV Engineering, Inc. between October 2 and 8, 1980. Prior to grading operations, the site was cleared of grass and debris. Adequate keys were made in the proposed fill area in order to establis'.:1 a good base for supporting the proposed com- pacted fills. The fill was then placed in six-to eight-inch (6"-8") lifts and compacted by means of a sheepsfoot roller and heavy construction equipment. Field density tests were performed in accordance with ASTM Tesc Method D-1556-64. Moisture content was determined for each density sample. The results and locations of t:.1e tests are given on the attached sheet. ;,\ representative sample of the tested material was obtained for laboratory tests. Laboratory compac:ion tests to determine maxim'~n dry density and optimum moisture ·,ere pe:cformed .n accordance ;,, :. th ASTl•: D-155 7--;c, Method A. The results o': the la'::>orator,, compa.r: •:ion tests are given on the atta,::hed sheet. Slopes should be :;ilanted with er0sion resisting plants and nat:.1ral drainage should be direc·:ed away from Lie top o:: all s:.opes and. buildings. If you should have any questions, please contact us. RMV:mc Enclosures - JOB NO. 1169-80 NAME Harry Fries TEST RESULTS -Lot 1, La Costa Greens, Map 6708 Laboratory Compaction Tests: Soil Type -Light-tan, silty, sandy clay Maximum Dry Density 125.00 pcf Optimum l1oisture ___ ~l._,2.._._,,._4 ___ % Field Density Tests: Lot Test Depth of Field Field Dry Lab Dry 0 Relative 'u Date No. No. Fill Tested Moisture Dcnsit_y__ Density Co":'.paction 10/2/80 A 1 2 I 10.4 114.5 125.0 91.6 10/3/80 A 2 4' 11.1 123.6 " 98.6 10/6/80 F 3 2' 9.9 119.2 " 95.3 10/7/80 A 4 Finish Grade 13.0 117.5 " 93.9 " F 5 4 I 13.0 119.5 " 95.6 10/8/80 B 6 Finish Grac.e 13.C 116.3 " 93.1 " F 7 " " 12.4 ,.17.4 " 93.9 MV ENGINEERING, INC. 476 W. VERMONT AVE., SUITE 102 ESCONDIDO, CA 92025 743·1214/727-1818 SOILS TESTING PERC TEST PARCEL MAPS GRADING PLANS .. 1:'. ----··· . . •. . . . • • DAT£: 1?>l>c.T ac M V ENGINEERING I NC O , ,,., ,,,<_ _1 JOB' 11 (,,9 • eo 30 40 476 W. VERMONT AVE. ~!7 / &J //::::::::z/ ey: 'R,i=-;:- ESCONOIDO,CA 92025 ~~~ RCfiBijP SHEET: I Ol" 1 I OS' :t © © c:::) ~ ti so-o-·- '9 <;\I OWNER -. ------..., © © @ © © ® @ . ,o~• - ii ' - w ..J 5 lS) ~J C ' '9 (\J VlC./NITY t1AY- LEGAL LEGEND Hi?. )~A RR y ,::,;. , E"c, 2>:07.S I M'\!:>!£0 'i::>ecoito Lo,-.. /' L,q l.oS'T"\ <=.,r~<. H A"t" !\lo. (o10 o 0 -Co,,,'t'AC 7 1""1 Te:.~, 0 -C)...in f.Ju~~ ~'-.) <',.,l'\>-l CAr--1"-"T1Vl"lo, CA. 9:u,,15 Uli<:L~icA D, CA ' ··-·--·· -----------------t 4 '.) ·-·r ··,,-r-...--------·-------------------- \ I \ _:; \~ ,-\-~j l----,,._.j...-4--1-+-_.i\.l,-j.-',; \-4,--4"\,l.. JO 8 NAME t35 \ l-+--+----!---!-l--l--U-4\--!\ l_j ;·~, i, -··-'--1-. ._ _ _._,__J. __ +\->.\+--+\f---l'>-\+·\ Joa NUMl9lR DAT< /J )? \ \ 130 1--1-........ 1-.;.......,_;,_1-.., .... \.l-l,\.J-...l.--l.l.\ \ \ Vt5UAL 0ESCRIPTIO~ _) ,. . / \ \ ,, \ \ \ LOCA-TION 5CCUftl:D· \ 1 Z ~ f-+---i--+...,.-+..-4--,......1,.--j....;1,-\-:1,,1i.,...,l,I-._~\ --~ SAMPLE NO / HOLi NO .. 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WW WlltiMf w" WT llll'lf WT Oll"f ..• o .. f111-.1.. •uO(O , ... 1. ... 01 ,J' t I D(,-$1f"f \A .. ~\..( $ ..... 1..t •1.. TUAI.. 1 0( ,_._,If Pl. 1 -1,'::.1~ l,11 ...) ~(). //,/ ) ,} «< ';: 5MEAA z I Jt/1/ /(I II c'6-..,. /.,):o 1/.,;l 11, M.A. 3 11 j 9,J... l,1.; " &'? ,0 l.:f, J ;_,,; a 4 I.D. 5AMPL( • 5 MoL.O :: . ,). ' VOLl..1"'4[ ~ / _ .. /;:,-,' W£1CHT -·' .,; .. ' ,< •. , I - ),.? ./ 0 M.C ' /)-\--c\ rJ z/t.J . ./ fO LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWfR SERVICE Owner's Name Mailing Add res Service Address: Harry Fries 33751 Paseo de Decaro San Juan Capistrano, CA 92675 --------------Tract Description: -"10..,_t.__.J __ ,._1 ... a_,c...,a .... s...,ta..._..G ... r..,ee_,n..,sc..... __ _ Assessor's Parcel llo. -~2..,J...,6"'-3.._J .. ac-... O,._J _____ _ Phone No. cM#Mt;aJ SEWER PERMIT ISSUED UPON RECEIPT OF BUILDING PERMIT. BUILDING PERMIT ,tfl!:T BE APPLIED FOR BY ~-Q.;>-EQ . Type of Building _ _,c .... n..,n..,,dn.._5,.._ ____ No. Units _L Connection Fee $3,600.00 Lateral Size: 4" 6" B" Extra Footage: __ @ $ __ _ Amount Rec'd ¼.urn - Ck. No/Cash ~,agn. Date ~ \"l.-S\_ Rec'd By \l l ,Q Saddle Easement Connection(pre-pd 1,200.00) Extra Depth: ___ @ $ ___ ~uro.C)D Lateral Fee: Prorated Sewer Service Fee Total $~ \oCO -, The application must be signed by the owner (or his ~uthorized representative) 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 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 po~nt in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's bui.lding 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 street (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 MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is base1 upon the date the District estimates that service will begin and covers the balance of the fiscal year. There wtll 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 agrees that the above information given is correct and agrees to the con itions as stated. \ Olo\.,,B -7. Q_, Account No.- '/