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HomeMy WebLinkAbout2629 OBELISCO PL; ; 81-45; PermitNo,. JOB ADDRESS. AV. ST. RD BUS. LICENSE PERMIT NUMBER, 1!~AT~PPLICATION .Me-q -7 OWNER OWNER'S PHONE 4- M r3. -Po 1A ,M r. rA U) 1;;~ PRIME CONTRACTOR Ci U rvo~, rA,~" 6, STATE LICENSE ~2f~ 4r*4 QWNER'S M S kqIL71 ADDRES C S CONTRACTOR'S H B L O!;k So VLSIONt ASSESSOR'S PAIICXL NO DESIGNER. M&-Jazea) 6-1 ff 16;0 1 ad, 15~ __& STATE LtCENSE 2— f — .ISCRIg.N.11 0 11 1&. ' ' A *r e cen!&~ DESIGNER'1111 ADDRESS -, DE 113N R'S , E 0 0 N CENSU . S TRACT GP LAND USE ZONING ~RES. UNITS- WkARKI 6MB,ER OF STORIES h Not Vefid Unless ini Certified, SLOG FT BLDG USE OCC. GP ST NDARD PLAN 0 LAN I D # TYPE Pfl CONST' OCC;_LOAD QTY. PLUMBING-PERMIT AMT. CITY. -MECHANICAL PERMIT AMT.- EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100,000 BTU EACH BUILDING SEWER OVER 100,000 BTU EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP- EACH GAS SYSTEM I TO 4 OUTLETS BOILER/COMPRESSOR3-15HP EACH GAS SYSTEM 5 OR MORE EACH INSTAL., ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT EACH WN SPRINKLER SYSTEM, -LA MECH EXHAUST — HOOD/DUCTS WATER SOFTNER RELOCATION OF EA FURNACEMEATER, BUILDING PERMIT 'SIGN PERMIT o) TOTAL PLUMBING TOTAL MECHANICAL PLANCHECK ALL INCLUSIVE PERMIT 4 CONTRACTOR CONTRACTOR TOTAL PLUMBING QTY- 'ELECTRICAL PERMIT' AMT. (ITY. MOBILE HOME PERMIT AMT. ELECTRICAL NEW CONST EA AMP/SWTIBKR;--00 Af- J6 AWNING kCHANICAC" .11 PH .25 3PH PORCH -MOBILE HOME EXIST.BLDG,EA AMP/SWT/BKR SET~UP SOLAR 1 PH .25 3 PH- RAMADA, CABANA REMODEL/ALTER PER CIRCUIT FENCE OVER 6' TEMPPOLE 200AMPS TOTAL M OBILE HOME CO-FILM p4l OVER 200 AMPS 70!e2 X TEMP OCCUPANCY (30 DAYS) ob TOTAL ECECTRI CAL TOTAL FEES PAYABLE 'CONTRACTOR I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO TRUE AND CORRECT AND 1 'AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OV6R 75 5'-0" DEEP AND D. MOLITION OR CONSTRUCTION OF DEEP E 4/ a 8, HEREBY CERTIFY*THAT ALL INFORMATION HEREON IS FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED: TO COMPLY WITH ALL CITY, I STRUCTURES OVER 3 STORIES IN HEIW COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER A PPL C T 'S SIGNATURE' SPECIFIED HEREIN OR NOT. I.ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND Iq -4 EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST OF THE GRANTING OF T HIS PERMIT.'~ SAID CITY INCONSEQUENCE yp~ ftROVED BY OWNERD .-CON FIAC!;,AYAP T AGENT 0 B HONE 0 P I / I'' LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provi- sions of Chapter 9 (commencing with Section 47000) of Division 3 of the Business and Profes-' sions Code, and my license Is In full force and ef- fect. OWNER-BUILDER DECLARATION 131 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 a I ructure, prior to Its Issuance also requires the for 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 corrimencing with Section 7000 of Division .3 of the Busl ness 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 Ihe'appkant to a civil penalty of not more than five hundred dollars ($500).. 0 iI as owner of the. property, or my employees wit 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 I hat such improvements are not:Intended or of- fered for 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). 01, as owner of the property, am exclusively con- tracting with licensed contractors to construct the project (Sec. 7044, Business and Professions 9ode: The-Contractor's. License Law does not ap, ply to an owner of property keho 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 exemp ~nder B. & P.C. for this as Date ~ — ZZ 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 certified copy thereof (Sec. 3800, Labor Code). POLICY N6. COMPANY OCopy Is filed with the city. OCertlfled copy Is hereby furnished. CERTIFICATE OF EXEMPTION FROM WOR KERS"COM PEN SATION INSURANCE (This section need not be completed If the per- mit IS for one hundred dollars ($10P) or less). . . I certify that In the performance of the work for which this permit 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 Car- tificate of Exemption, you should become subject to the Workers' Compensation pr I ovisl6ns of the Labor Co Jp, you must forthwith comply with such provisions or this permit shall be.deemed revoked. C*014STRUCTION LENDING AGENCY I her.bAffirm that there Is a construction len- ding agency for the performance of the work for which this permit Is Issued (Sec. 3097, Civil Code). USE BALL POI CITY OF CARLSBAD— BUILDING -D EPARTMENT APPLICATION & PERMIT - - PEN ONLY. 1200 ELM AVENUE (714) 438-5525 APPLICANT TO FILL IN INFOR- MATION XTHIN RED LINES.. SITE PE ADDRESS: ,,OVVNER-.. MI-YN6:- lZ FIELD INSPECTION'REQQRD ...INSPECTION-~_. .._...__.:..b'ATE!' IN "' SPECTOR~ 7 7 1 NSPECTOR. N ~VOOD FLOOR FOUNDATION'--'FORMS -SET BACK TOILET UNDER F LOOR PLUMBING 4~ 4 :1 UNDER FLOOR HEATING ;,A OK TO INSTALL SUB FLOOR It A .,t Z, SLAB FLOOR' J it UNDER SLAB PLUMBNG -J "FOOTING e FORMS - S_tTBACK TOILET OK TOPOUR CONCRETE f 71 FRAME ROUGH ELECTRICAL- ROUGH PLUMBING ROUGH.HEATING/VENTILATING FRAMEOK o PLACE INSULATION.A. INSULATION OK - PLACE WALLBOARD WALLIB&ARD OK -. Pt~ACE TAPE, EXTERIORkLATH FIREPL,C~CE DAMPER &!~TELL PLATE TIES/HEIGHT OF CHIMNEY OT H TEMP PO~Ek,(POLE) SEWER. twim, "STLELL E30 N DI N G -A-~; P O.L PRE DECK- FENCE PREPLASTER,.-., 'SHOWN, ~RAME PAN FINAL INSP BY BLDG DEPT OTHER DEPT'S REQ COMPLETED ---------- ELEC'.METER', PERM—TEMP GAS METER—PERM—TEMP CERT,.0F,OCCUPANCY ISSUED USE BALL POINT PEN ONLY 9 PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. I hereby at Irm that, 1~,arn licensed under_ 0 _-!provlsloha~of Chap!erq (commencing with -Section-7000) 6f Division -3 of-the- Business Q and"Professions Code, and my licens . a Is In .4 '—full force and effect. Z i Class L e, No' 0 t t~~ I 11,hereby affirm that I am exempt from the. Con- - tractor's License Law. for the following reason,(Sec. "r 1,411.7c'?, 5_8us~ness and Professions Code: Any city,or county.which requires,a permit to,construct _ alte,,,irnprove. demolish, or repair any structure, prior t6its issuance also req , uires the apl p i~ t ant for ,h is- such permit tolfile a signed. statement the a i I icansed L pursyan L t t w o(the provisions of the Con- Yl tractor's Icense a Chapter, 9 c6mmerk:ing with Section. 7000 of Division 3 of the Business and Pro. fessions Code) or that'is exempt therefrom and-the - basis for the,alloged exemption. Any 'violation of Section'7031.5 by an applicant fora permit subjects_%-, i the applicant to a civil penalt~ of,not more than fi .: hundred dollars ($500). 1611A 01"i +0 0 toy _J ~as 6wn the propeirty;~& my emp as with wages as, their sole-;orppensalion, will do the work, and the structure is not intended or offered for cc sale (Sec. 7044, Business:and Professions Code:.4 _ W The Contractor's License Law'does not'ap I ply to an Z owner of prcipsn~, who builds or improves thereon 3: a d who doibs such work himself or through his own 0 employees, 'provided that such, ~,nrlprovements are'~' no! intendeJ or offered - for sale., If, however, the ..building or improvement, is sold within one year of.. fcompletion, the owner-builder will have the, burden 'of ~roving that,~e did not build or improve for the purpose of-sale).,i- (4) lusivel; Z 0 ~I, as owner the prope,ny,_am exc o contracting with licensed contractors to 6onitruct the, projecl'(Sec! 7044. Business and Professions" Code: T~e'Contractor's License La. does not. apply I to . an owne.r,of propeny,WhO builds or,improves,-7, thereon, and who contricts for each projects with a contractons) license purs6ant. to the Contractor*s Li~ense La 0 . I am e erriptunder ~e~ B~&-P.C.~ for this reason 7:~; 7 I hereloy'affirm that I have a certilicateof consent to self-ins6rii. or,,a~- certificate of Workers* Comp~nsalion irlsu ranc~, or a certified copy thereof (Sec~. 3800. Labor C~!). , I ~ , . - t . - , , , . POLICY NO. COMI~A'NY 4K U) py is filed with thecity.;,' Z LIJ 0. Cenifiod`c6)py is CL 'v i 0 ~-j_, ;,CERTIFICATE OF EXEMPTION FROM WORKERS: COMPENSATION INSURANCE it (This section need nol~be completed if the permit - 4- Ix is for one huhdred dollars ($100 or less) Lu _,cc q. I certily that in the performance of the work for,- 0 whs6h his clemit is issued. I shall not employ, any -person in any manner so,ae,to become subject,to the Workers, Compensation Laws of California,, W this =I . i.- Sh Id me sub NOTICE ~TO'APPLICANT~ If, after making, ca e ofE m ion u co sions of ~he j Z~ t lor t o x~ Pm - you ion o rov th ~rkers 3 pensa p vv~ ~C W f nht h o ly ith such pr_ve you 4st o . I mto w 4' i ions or this pe rm 11 S ha I deemed revoked. 7- 4 .7 1, 11E51"h4e1`e6y affirm thal-there is a construction lending ag~ncy tor the performance of. the work to, LLI which this permit is issued (Sec~ 3097. Civil Code). Z Lu Lender's Name' _j I " , , , " - :- . . Lender~s Address CARLSBAD BUILDING DEPARTMENT, APPLICATIONA PERMIT 1200 Elm, arlsbad, Cal If ornibi,92008, (7,14) 438 C -5525 JOB ADDRESS AV. ST. DATE OF AP L ATIONI BUSIVESS SE # RD. ALUATIO . IN PERMIT NUMBER;. OWNEgAME OWNE R'S P E P91bdECON T R ACTOR 7 CONTRACTORS PHONE N F 40~ "filloe 4or Z ;79 "ZONE- OWNER'S M44LING ADDRr;SS CONTRACTOR'S ADDRESS LICE NSE NO. PLAN I ID 2L= BLDG USE CODE, - 2TO TL LOT I BLOCK SUBDIVISION ASSESSOR PARCEL NO. DESIGNEIR STATE LICENSE # STANDARD PLAP4 W BUILDING SO. FOOTAGE DESCRIPTION OF WORK;~?~~~ e/ DESIGNEOPS ADDRESS DESIGNER'S PHONE t 101" /P FLRiELEV. 6/11/613349 NO --STORIES OCC GP' EDU t YO_ NO M0 0 113,4 9- 6,4 1 CENSU STRACT _U LAND SE GRADING PERM IT-111ISSUED A EDEVELOPMENT iT . ,GP PARKING S P~CE, RES UNITS; 1AREA TYPE, CONST OCC LOAD FIRESPR- 'Y 0 N [I YO'~NO` YO NO Not Valid Unless Machine Cer tif4d QTY. PLUMBING PERMIT - ISSUE Ty. SUMMARY/ACCOUNT NUMBER \,.MECHANICAL PEXUT I EACH FIXTURE TRAP INST FURN IDUCTS10/fO 100,600 BTU 'A BUILDING PERMIT EACH BUILDING SEWER )(VER 100,0`00 BTU SIGN POMIf: EACH,W R,HEATER ANDIORYkKl BOILIER/COM SSOR P'TO 3 HP PLAUCHECK pal, j5Z -3_G _:(0 EACH GAS S_ KEM.1 J.0 P<TLETS BOILIER/COIll LN_4 3.15 HP TOTAL PLUMBING, EACH GA S S Y S T E)W~R MORE,,— ~METAL FIREPLACE';_/'>~,, ELECTRICAL EACHINST TER)&~AIIR WATER PIPE FAN SINGL VENT DUCT MECHANICAL IEAC~~UUWBREAKEIRN~ MECH EXHAUSY- HOOD/DUC S: MOBILEHOME .11 IIERSOF NE I R V,1A RELOCATION gF EA.FURNACE/HEATER MOBILEHOME PARK,INSP 'EACH ROOF DRAIN (INSIDE) SOLAR ~.-TOTAL MECHANICAL STRONG MOTION TOTACPLUMBING FIRE SPRINKLERS PUBLIC FACILITIES FEE QTY- P' EI_EliitR~CCAL ERM I I99UE 8TY. Nl~~L A R- ISSUE - BRIDGE FEE I I NEW. I CONST E AIAXSWT/BK~- COLLECTORS SCHOOL FEE PH 3,P H STORAGE TANKS; Carlsbad EXIST BLDG EA7AMP/SWT7KR, AbdK ~TORAGE V Encini I tas ,I PH PUMP San Dieguilo REMOIDEEIALTER PLAN CHEdK FEE 'San Marcos TEMPPOLE 2QDAMPS/- -OtA 200 AMPS7. I- 'r7 TOTAL ELECTR I'CA L' TOTAL SOLA R'_ + JOTAL FEES PAYABLE 7~ I HAVE CAREFULLi EXAMINE6 THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued bytheBuilding Official under the provisions ofthis AN OSHA PERMIT IS REOIUIFIED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void. If the building or work authorized by such permit is not commenced within 180 days from the date of such .5' 0" DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit. or if the buildin? or work authorized b ch pe mit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT COUNTY STATE LAWS GOVERNING BUILDING CON- -"hvd Uu a te a ISSUED: TO COMPLY WITH ALL CITY, AND at;1110o at any time r the worLis common for period of 180 days. STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEN" AN ;ol rAP9qOVECCBY KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS APPLIC SIGN DATE XD ~~ONTRACT EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OFt~TLH~E GRANTING OF THIS PERMIT. CIN E CL U) R A AikA \AA AA /AAvWU A\/k /A A '1,/A1\,,,,,0.AA~ AA/,,\\AAN Alk A //VAVA\. AAAA /A\AA A AA/,V"`\A\A.AAA /vA A x-A S! f +1 > 3, 4 > < C I TY A"F CARLSBAD This Certificate issued pursuant to the requirements of Section 306 > of t he Uniform Building Code certifies. that- at the time *of issuance this -structure complies with applicable ordin.ances.. of the City' > > < regulating building construction use. > Single Family Dwelling, Bldg. Perm it No. 81-45 X Use Classification 7- Group Type Construction' --Fire Zone Use Zone > r < Occupant Load Ronald Weiss. 18411 Se:-rraro,. Villa Park, 'CA.> Owner-of Buildin Address s..2 62-9-- 1 i .-,s'c o Circle S Ca bad, CA -. 92008 < . Building Ad s .0b,e Locality dres > < Y~ 2 -/5 8 2 ate- 15< NOTE: Alterations, change..s, addition3 or chan'ges a panc nullifies thilcortificate., occu (post in c?nspicuous Place) <1 v v, VYvv'vvvv"T"— v vv IVY v W, v ov v Y/V W irnr~vvv vv ~Ivry k" VY/ V~ REQUEST OR INSPECTION TIME: T IT NO. INSPECTOR PERM DATE:-*w OWNER- 74f nl F-11 BUILDING DKFOUNDATION ED REINFORCING STEEL ED MASONRY - 71 GROUT - GUNITE, ED FLOOR AND CEILING FRAME E-1 SHEATHING F-1 -FRAME E-1 EXTERIOR LATH. E-1 INSULATION ED INTERIOR LATH OR DRYWALL .0 FINAL PLUMBING ED UNDERGROUND PLUMBING ED UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO ED TUB OR SHOWER PAN E:l GAS TEST. 0 WATER HEATER- ED FINAL Ll ELEtTRICAL 0 TEMPORARY SERVICE '0 ELECTRI`C.UNDERGROU ND 0 ROUGH ELECTRIC, F-1 POOL BONDIN G 0 ELECTRIC SERVICE EILING, HEA T G C OS 3 SMOKE DETECTOR 0- FINAL -5 MISCELLANEOUS -0 PLENUM -AND DUCTS. 0 COMBUSTION AIR ED PATIO ED SIGN E:l GRADING DRIVEWAY ED CONDITIONED AIR SYSTEMS ED REFER. PIPING ED - 'FINAL READY FOR INSPECTION: DMONDAY OTUESDAY OWEDNESDAY OTHURSDAY RIDAY *A.M. P.M. SPECIAL INSTRUCTIONS REQUESTED BY PERSON TAKING FMYMG' ~1_ r I.; I 11 Lx C. I VV 11 q ILII~ 60 U SIE: F A a, A. c0 C N! LIS.' 6 U 13C Al N 0 k. k"'L a 0 I;M 1'. R Approval,of th e '.f ollo,,,7ing;.depart J 0 B_itVIJI~E, S S ments~is -al s' o.. required prior to~ PERSONT TO C'GNTA,%'~'T issuance of permit: HONE Pirnning En gineering Fire'PreVention Water & Sewer County Health (septic. uank-> Corr'ections made below are to be made on Redevelopment Agency originals and now -rI.ntSL submitted for re- check. Indicate where corrections are to proval required 'prior to star Ap t; be f (ourd.' :Th& 'appr6V41* of. plans and --o f construcition. -.'Permit ma y .sp.ec,ifications does not perittit the vioia issuced.- t tion.-of any apipiicable CIty, Co unty or 'Stp -iriances. or cor--.. .te lix-.,s andL ord (Min' Coastal ComMi SSion rections may be made x-ft ried-,ink.on the pr in t s Dat Checked by e Re-heclked'by* bate GERN.ERAL' Show job.adaress on first sheet o Af plan.s Co-_:)*Iete' structural calculations- are Show on first sheet of p'Lars nanie, required including.a lat'eral analysis,.,' addre'ss and phone of ovncx and. person Ensrincer/architect to. sigr) plans/ respoi ible f 01-: LhC- preparation. -of the ns cal CLul a . ons. (301-C) plans. Parking Tequired.*.~, 2,-car garage :400. Submit. fully ditionsioned plot p I a n dr a -~-a ft min -:- .18'0" min width. (2702','ZonErig) to scale showirig loCatiorl size, use and Delete "typtc. I" notes. and details t--ne of construction. of -all sti.-tictures that do-noit apply to this job e lot. Identify property 1 nes, e -u lot ei,~-.Iens.ions,. show street name a _E, _d nd location. '-Show new and e:~isting FLOCI, P N-L-'IGHT-VEi\'TltATIOF---r-,XITS*. --lot, x ad es. Show-lot drainage. Show eleva- L "~Jot -CIL ,or UI__ Yinish' ?17r, drive n- 1-Uuilding, tways,- 0 .,IV ewity not to.. e1cceed 20%; oll. a r ea. is. I suf f icient. in ftP n. ets. Mob if v .1;rca, which will 'openi is. Isufti- IlIdiCaLe slope of driveway. Ci t in Reversed plans m_ty not be used. iin~mum room sizes: * -'bedr&6'ms' 70 sq- ft Incomplete, faded, indefinite plans i~r i..-ith 7'0".Trinimuni width; one 150 ~q ft.. Ct). C U -iblo. (30 k loo:,, vequired. (1407-6). soil.!-, rei)ort is requi3:cd. Culling beight Is Irsufficient in, rlouc! p1aill ocd. 78-111. ccl-11pli-micc. to -be Certified by City Engincer. (1407-1)': blov.. '7% -2— A420 r an& tu proj ec t within 30" of Fireblock.at 'floor, ceiling, coves, propq .1 r~ty line for legal light/Yenti- 2.517-F).t mid-hei-ght of wall over 10'0" high. lation. Sho%'7 double -plate at top with'48" m in-:. imum lap. (2518-ga-4) ProVide f in~ in bath minimium 5 air changes per hour. Show -size of headers fo'r'all openings" Sleep~ng rooms -must have'an emergency- 4'0"-or wicler.(2518-6-7) exit. Windows: sill height maximum. Show-method of..suppor.tiug h~aders' a't 66r- ner windows.- 44'1i:,5.7 sq .ft' minimum of openable 11 c,-,r a * clear height 24 minimum; clear Ceiling joists/floor joists overspaiihed. M id th Bra roof ftiiming to.partitions..:(2309-b) -.20" -minimum. (1404). 0011 . . 1k I .. ,4 , # 0 a - A~oof raf t*ers. oveg~; edU .Att,2~ access '- 22"X'30" minimum. X.,: ann 1 Providexafter tits where cell Z using attic -furnace) .(708,1M.C.). ing jo s W 11/ceilings - class,111 flame" and r-afters -are.'rot parallcl.(2518-h--4). of members -supporting porc spread rating required for all h - p finish.materials. (T-42-B).. roof 0 s.above-second story. shall-have~ Double joists under pa.rall6l partitJ 1 Prov'ide'truss drawings*'And layouts prior two 'exits. 3.0 ast. -one exit. door- shall be 3'0" to permit... 7oodl. Show thickness, grade, in~ 8' . mjecUmum.. Ply,., I ex- 2,"' no. , type -lue:, and.blocking.or .clip cl s or & DAT I N 2-p he ng;.show si sp~ting. FOON heathi z in 1190 alloon. f rarme walls adj ac-ent, to vaulted t.': - Spa concrete mix 0~ Show co'n"- c ng. aximum allowable hei-ht. for U4 studs crete strength at 2000 psi. 'Extend'piers and foundations' is WO". (2518. .6-9) 4*a-L )e6 -YW ow bel inside e.,cavated -rade. Indicate 2x6 studs or, 3x4 studs I or -3-story-building., 4 'Step down footings adjacent.to first floor of So I _d sheat"' ng ... ok -fir uired also. SIO'De exceeds 1/1.0. (2907-0. ~i st floor'req . 1'x-end s-4 ll,bolts-7" minimum in foun R, Show pla:rter box details,.required water dat4on 6'0" ulax-.Lvium o.c. ('~-2"xlO" long and required air Space- proofing t ilen, 4 M Nr -,.ext.erior..,,p9st- ec:t ion; wl R1 q ' , - - . ' - I Design walls,retaining more than 210" posts ar'e bearing on c6ndriate. (1251.7~-'d: 4Y . " of , ea,-th as retaining walls... ~idge board shall be assigned-as a load- arap'z fou*ndations must-mect..requir e- bearing member when roof .slope is les's. L ne s for story.building.' Show than 3 in -12. ction #Lap"ve". INCLOAIrACP I/ CWAA-11 c "pc pec Y rl. GARAGE p sourc-treated mudsill. (2517-C-3)..'.' 1A C. W4 nder'floor vents shall equal lk sq I a ft per 25'linear feet of wall.(2517-c76). rate not permitted to open into slc,-P- -Prc-vide 18" x 24" access to under- rooms. (1504) floor area. (2517-c-2).. age walls.and ceiling adjacent to or Show foundation sec~ions and_ pier e.r dwelling to - have' mat.etials.approvea sizes (T-29--A, 2907-e, 2517-c-5,7) 4019 one-hour fire resistance.'(503-d-4). Specify ab,-self-closing Show-31-2 minimum concrete slab'.(2623). 1,.318" solid' sl. Wood'to be minimum 6" above f inish door.f6r opening from garage to house. grade. Show garage framing. Sho epth of footin s below natural Show size of header over gariage opening. or 90% compacted fill. Provide lateral cross brace at plate ine of garage. i Provide 18'.' p1atform for water h'eater RANING 4and/or furnace. (1310-a, P.C.). Co Continue and rei -rorce the footinf, across nf r Provide typical framing details. ront of:garage opening al'an' vertl al. framing 'lui-ii- orcing Horiiont, Q c f ber to be #2 Douglas .Fir or better. Nov. -134.1 thru 134.4 -(Air infiltration' s) "tandards). k ow e ke, model number and. loca- c f r of u r. 0 furnace. P fe a Louvered window notallowe PLUIBING Specify, s~all shox~er minimum width 30"; minimum f loor are ' a 900 sq inches. (.909,P.C.) Specify wall ' f inish in shower area not to be adversely affected by moisture to 6' above the floor, provide out-swinging -. shatterproof doors for shower(1711-de). We er closet area. minimum width 30"; inimuzi clearance in front 24". (17M.-b). %Show water beater location.. TTI Lvlalve to ischarge to ex t ior.(1007,P.C.' ov:L ovl e water pressure regula.tor.(1007,P.C.) Provide back-flow preventer. (1003,P.C.) ELECTRICAL sh-o nel r 7ize and location of electric pa h h ca n QL smoke- d-etectors;(1413). . tMi 0 r q~-11're~'o"'n%,kt;Or'PoAou'Mct-s ana c req,' c L room s 8— Is E, G)t- a t h r 6 om ou let'- . E outlet required on exterior *of- rcs-i- rdence. 210-25-b,N-VC) uffIcient electrical outlets in A4"v%, "6444- AAVACVAlr AMC _X or, Rli ch-en. Outlets required each side of sin'K or range, at end of pyojecting counters over 6'0" long, and at each counter over 12" long. (210-25-b). LigInts required at each exterior man door. (210-26-a).. T0W,N1!0_0'1S1_-.S (Zero Property Line Units) /* MISCELLANEOUS Specify lath and plaster to comply With Chapter-47. . V Provide An approved waterproof building paper under wood siding. (1707-~a, 2517-g). Specify masonry veneer to .comply wit" Sec. 3006. Sh~w details..-~, a'- Show details of chimney and fireplace...* Stoirways. Maximum rise 8";~ minimum tread 9"; minimum headroom 66"; mini- mum width 2'6". Show details. . . Stairs. Provide handrails; show deta (design for 20# lateral load).- 5A*-. Enclosed spact-, under stairs to be pro- - 6- tected as for 1-hour construction. Show 36" high balcony railing with in- termediate support:~ 9" o.c. maximum. Show wedp"screed, on stucco walls. (4706-e): Show all material's used on exterior and interior.. Sh sched~le f~r~ice>tveJ~ila W tion(-3205-c n.. C, c C, overi 6 _rl~ J0 XCS _. C W7 C~ nn.-Ils tra be Show slope of roof. show overflow at low point of flat 0 :'O.c.,010 ~ 67M55- (Aide acce to- attic ftYTMELF as er 708j- class Unap;p D4 4eW-,feT1q_zr.-,T F K~. t t ow epIx 0WVA0N0WA# C460 -ACA, ACA yt.., C_ COWA W/4 ,e' E N) I -1B, G Y y ~certificate t= tk,,o be signed prior to permit.. 1.0 S S tate Proper : at e energy f orm . to be sub mitted_, al 'Show total a all. glLed open- n-s4 Pavtco~%jT'A*0 RAWLA7-AvS M *&40 shov, minimum wall insulation - R-11. Show minimum.cr-iling insulation R-1 9. Provide 1-hour walls-at property line Rigid insulation used in open beam (one 2-hour wall okay-in lieu of two areas to be spccJ:fied - manufactur- 1-hour walls). Show details from four.- eris name, thickricss, "R" rating. dation to parapet. (T-5-A, T-43-113). Exterior doors to be fully weather- Provide 30" parapet or provide 1-hour stripped (including door froin licuse to ceiling 5'0" en*ch side of P-roperty line garage). vall in lieu of 30".parapet. (VeiieLra- a -s doors n-nd windows to be J.-hour ceiling to be pl.-oLcctk~d) Sl id ing, f; 1, tion olf certified and labeled to C'01-Hply with Sho,., how rnecting, State sound cont-rol rcp,- Amc!.rican NaLional Standards.Institute ulations ' at.ptoperty 11-tic walls STC-50. Blcl~, in a i-e. rea of high extefiornoi., Bldg exterior envelope to meet State sound control regulations. e ~A~CK: IN E. ~:s RE, W~- ERDEP'ARTMENTAL.,~'~-INFORMA:TION,-,-'.-SHEET-'.t.-'-~' N T IN tE: L G!'-ftPARTM Uu ENT `DDR`- BUILDING;`& ESS. N A 'T Iri ~,A, z PLANNING :,D.EP,,ARTMENT iz L OT wi L'O T-,: S NE' z 0 DTH E UN ITS PROV I T ALi1:OW`ED'~.-*'/ U~, IDEDII, -z PARK,I;NG~ S P d-E'S' R E Q U I,R E :PROVIDED 'PROVIDED, COVERAGE"A % "L L 0 WED 16 ex P RO Vt bE Df BUI-LDING- -HEIGHT ALL'OWEDit--~- I T s D SE BACK:' S FRONT SETBACk: REAR S' ALLOWED" PRO~IDE Dw' NT RUS EO N-S 01 L A N D S C E 7.4&~ i',I R R I G A ZI 0 t COMMRNT.S`:. kIR 0, A !I.W;2AM V A NK. A 6 N V I R 0 N-MZ NUC, A L':. P R 0 T EZZ" 10 N R 0i 49 E CIE I V E' w T I OMMENTS';~', DDI O,NAL`~, C N "JIVIF K-iTO "is, S U E -ATE 0 FJJUL~,"';"~Lm DATE qo NGINEERING D E P A R T M E .0 W. INDTTS TR; W A c TE IMPROVEMENT Sjj_5 f~. .0 EWj~R C.0,NNECTTION DRIVEWAY LoCATIONS,'., R 1: N P ERN It i~EASEMENTS~ DRAI,NAGE -E AL DESCR ;~ibN 41 1D, IT I ON A U~--,C'~ O-MMENTS 4 I ~,. I ~_ T A*PJA T 0, ISSUE!' OK TO FINAL DATE P. ~;L ~EP A ~RTff E N~T F ejiliKLI NG.- SYS TEM I _F:IRE PROTECTION EQUIP. ALAR'MS EXITS.' Fgl RE, HYDRANTS LOCATION NDDITIONAL COMMENTS 'OK T 0 ISSUE:I.. DATE 'I OK TO"t'-.FINAL DATE VATER DEPARYMENT REQUIREMENTS"bF APPROPRIATE 'DISTRICTS MET DATE A N". lop 'INTERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTMENT DATE: E-CEUMD'. BUILDING ADDRESS: o JLpjv Us ml OFCAPI Qr2At% W19ticlament PLANNING DEPARTMENT ZONE LOT SIZE LOT WIDTH UNITS.ALLOWED UNITS PROVIDED PARKING SPACES REQUIRED A PROVIDED % COVERAGE ALLOWED 'PROVIDED BUILDING HEIGHT ALLOWED PROVIDED FRONT SETBACK: SIDE SETBACK: REAR SETBACK: ALLOWED PROVIDED - v .INTRUSIONS LAN'DSCAPE & IRRIGATION PLAN COMMENTS: 4A. ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMMENT.S: OK TO ISSUE: TE d4lti OK TO '.FINAL DATE ENGINEERING DEPARTMENT R.O.W. INDUSTRIAL WASTE IMPROVEMENTS SEWER CONNECTION DRIVEWAY LOCATIONS GRADING PhRm.IT EAS MENTS DRAINAGE LEGAL DESCRIPTION:Z4.2~_ .ADDITIONAL COMMEY~ S / - nO ). &/ / r% lAAA OK To ISSUE PWI OK TO FINAlq:;M,_CvbATEj 4&1" DATE L~j n ~_ v I I 1 7 FIRE DEPARTMENT SPRINKLING SYSTEM FIRE,ALARMS --FIRE HYDRANTS ADDITIONAL COMMENTS OK TO ISSUE: ~ FIRE, PROTECTION EQUIP. EXITS LOCATION DATE OK TO FINAL. DATE . WATER DEPARTMENT rAf REQUIREMENTS OF APPROPRIATE DISTRICTS MET DATE4 71 4, caqs, I L r VUb A %r- 4,o K i: -5 ai-0 Y?AL 4cx rL 1567co us C (Ivf~ 3 -2 64. 3 *7 V-74 C V4 f. 4C~ 75. -"MI16 27-0 L~A 0 1 Liz> Pif zi :1(0 00 C> 1.5 U q,? 1045 w C. ~)Y- as R ew 14(5~ tor - V74L 31w Y*4 164365.0 Izq.s3 p5t) a 1 ~7j -GEOTECHNICALEXPLOPATION1 INC. SOIL FOUNDATION ENGINEERING GROUNDWATER GEOIFHYSI'CS, ENGINEERING GEOLbGy 13 Apr i 1 1981 Job Number 81-1748 Mr. Jan Plumb 6394 Rockhqrst Drive .5an,'Qiego, CA. 92120 SJUBJECT: Repor-t -of Moist,yre Ve.rificati.on. Single Family Residential Site 2629 Obel isdo Place La -Costa,.CA— Dear Mr. Plumb, In accorda'nce with your,request, our Staff Engineer has inspected-the fboting excavations and proposedconcrete sla4 areas -to'dete'rmine if" the moisture cont I ent-was in*conforma'nce wit1h pre7pou.r-moisfure recommen- dations stated in this firms "REPORT OF SOILS INVESTIGATI,'ON'!, dated 2 April , 1981, and referenced as Job Nd.,81-1748. Our in'spect,ion revealed moisture.1 contents to be, a mi-hi.mum 'of two.percent. over the optimum moisture-cont6n,t of the c1ay soils entountered within, the footing excavations, and in conformance with theabove mentioned recommendations. For additional information regarding this verification, or,any other aspect of our above mentioned,report, please feel free-to contact.our. offices. Reference'to Job No. 81-1748 will expidite-response to your' Respectful'ly Submitted, ka~aiogd J. S6~ mella,- Vice' Pre's-ident RJS/m~d c.c: Addressee -(3) 8 SVI-r~ H DIEGO, CALIFORNIA 92111 (714) 5~0-0428, 146 RbN"'r AD RE PORT OF SO I L INVESTIGATION' ..'Residential Sit" i e 262 9 Obelisco.Plke La Costa, California: JOB NOi. 81-1748 2 April 1.981 "j. prepared foe,~' Mt. jiri Plum— prepared by GEOTEICHNICAL EkftokAim i~iC .8145 Road, SUite H San Diego,, CA, 921,1 il~- 510, GEOTECHNICAL EXP.LORATION, INC; SOIL & FOUNDATION. ENGINEERING GROUNDWATER GEOPHYSICS ENGINE ERING'GEOLOGY 2 April 1%1 Mr. Jan Plumb JOB NO. M-V48 6394 Rockhurst Drive San Diego, California W120 Subject: AEPORT OF SOIL INVESTIC.ATION idential Site 2629 Obelisco Place La Costa, California Dear Mr.- Plumb: In accordance with your request, Geotechnia Explor4tion", Inc. has performed an investigation of the surface and subsurface soil conditions at the location of the subject proposed eesi,dential site., The-field work was performed on 27.March.,1981 by our.-Field Engineer. It is our understanding that the site is being dev6loped'to - receive a single-family residential site. the structure is to be a maximum of two stories in height -and will be' constructed of standard-type - building materials, utilizing conventional,. continuous foundations or spread footings with interior wood floor supported on 'wood posts and concrete piers. The garage floor.will. be concrete slab on grade~. Our investigation revealed the site to be underlain' with low, to mo.deeately expansive- natural ground soils in the proposed building area.` The site is underlain with dense metavolcanic rock at depth. r our, opinion, if the conclusions and recommendation,s 'presented in this report are implemented during construction, the site will 'be suited, foe the proposed develop~ ment. This opportunity to be of service is sincerely appreciated. ,Should you have any tions concerning the following report, please do not hesitate to contact Lis. Refer- ence to our Job Noo 61-11148 will expedite response to your inquiries. Respectfully submitted, CIE0_ftCHN 11CAL WiLORATION, INC. Raymond Jo Scailr'bffiella, Vice President RJS:med Enclosures 8145 RONSON ROAD, SUITE H SAN DIEGO, CALIFORNIA 92111 (714) 560-0428 PORT OF INVESTIGATION Residential Site 2629 Obelisco.Place La Costa.'California JOB NO. 81 -1 ~~8 The following report presents, the findings and recommendations of GEOTEC HN I C AL EXPLORATION, INC. for the subject project. ~COPE OF WORK It is our understa' n ding, ba sed on communications -with M t. j5h U M' b, that the site is intended f or fhei construction of a -single-family residen~e. The proposed struciu re will. be two stories in heighf -'and founded on continuou~ ',perimeter foundafloris' and spreadr footings with - interior wood floors. sup n ported o! wood posts and- concrete piers.* The garage floor will consist of a concrete slab on giradei T he proposed structure will be 'Constructed at. the existing grade. With the above- in in ind, ihe Scope of Work is~ bri efly outi- ined as'f I ollp W*s: 1 . Identify and clas~ify 1he surface and subsurface soils to depths,. in 'corifornnante with the Unified, Soil Classification System '(refer to Appendix A). Determine the allowable bearing pressures for the natural ground based on their shear-~strength characteristics and our experience with 'the -soils. Recommend treatment for any expansive soils that could cause detrimental damages to the pr'opo'sed structure~ Predict the settlement of -the natural'~:ground soils under the proo6sed'. 'W6&ural loads. SITE The Site, Cohsisiihg of approximately 6.461 acre, is located sbuthe5si of the inietsection between Obeliscd Circle arid Oblelisclo 'Place in the La Co.stj area, C ity of Carlsbad.., T h ea property is border' a, ed on the nort nd east" by Obelis C'o P Acei to the south by D Residential Site Job No.: 81-1748- 2,April.1981 Page -2 vacant- lot and to the west by. Obelisco. Circle. A cut slope, approximately 12, f eet in maximum height and constructed at a ratio of 1~1. 0 horizontal to 1.0 vertical is located along the -north property line. It is our understanding th'o proposed structure will be located at* least. 5 feet f rom the top, Of existing cut s lo pe. The site is presently undeveloped and supports a moderate growth -of wild grassesi A previ grading operation resulted in developing a relatively level building'pad that drains genily-to the west. Survey inforrhation and/or building plans were not available f r our r-eview,at the tirne this investigation was fberforrnedi o FIEW Three test 'trenches were placed On the' Tsite, - specif ically. in areas where the structure will be m located. The test trenches - were located in the field Kised on coin unications with Mr. )an Plumbs description as to where the proposed residence will be located. The test trenches wore visually. inspected by our Field E hgi6eer, and.sarnples weee take L h-- of the predominant soils throughout the field operation. Trench logs have been prepared on the basis of our inspection and the results have been summarized on Figure No. - If. The predominant soils have been. classified in conformance with the Unified Soil Classification System (refer to Ap'peri'dix A). SOILS Existing at the surface and extendi . ng to a depth of 1 foot are dark brown to reddish brown.' loose to medium dense, damp, clayey silts with scattered cobbles. these C topsoils possess. low to modeeate ex0ansive characterist ith A swell-rangi6g f ro en-.2 to 3 percent is m e -asured by the County of San Diego Test foe Exparisive Soils.' Underlying the topsoils and'extending, to a deotho,f 2 feet below the ground iuface ate derise to very dense, -residual needdish brown to greonish gra~, silty clays with~statiored cobbles. These soils possess moderate expinsiVe charac , toristits with a sWell ranging ftorn 3.to 5 Ooecoht. Underlying.-th6 residual.. soils. are 'dense, tan to light 9'reen,.metavolcanic bedro'ck.i Out test trenches took- refu'al at a- depth of 3.feet below the e'xisitng ground surfate. No 7 groundwater was; enco6ntered in our test trenches at the.~ time out inves tigation Was performed. CR"DWATER NO`m groundwater p*r6blerns we're., encountere- d during the course of but f ield investi- gartioh in d we, do not expect'-silghificant problems to deveActo in the futUre~-if the prope L mind, h6wev rty is develop "d as presently designed. It should he, kept in er, that any required grading ooeraflons- rnay change surface drainagerpa'tLe t 6 hs dfid/or red uce L at 'eabilities due''to the densification of compacted soik.~ Such. hanges of* surf M- c ace. and subsurface hydrolbgic conditions, "plus itrigatiori of' Aandscaping or significant increases in rainfa 11 m ay result in the appearance of rni nor amounts of surface ot, neat-surface water at locatiphs where 'none existed previously. The darhage'ieofn such water is expected to b~ minor and cosmetic in nature, if good positive drainage is im- Olemented at, the co m construction. Coritective action. should be taken on a p -site specific basis if, and when, it becomes necessaryi A.. ORY TESTS La bo r a7to ry: tests Were performed' on the disturbed and, undisturbed' soil a s 'mp less in order to determine thei r physicaU and mechanical properties and their ability to sup~ port the proposed str6etuh~~. The following tests were conducted on the sampled 1 Moisture Content Dens ity Determinat ions, Mechanical MAU ysis Expansion Tests. Direct Shear Tests 4" Consolidation Tests Aj % % CAN Residential Site Job No. 81 -1 A8 2 April 1981 Page 4 The moisture and density dete*rmination relationship on undisturbed soil samples gives qualitAtive information regarding the soil strength characteristics and. soil conditions to.-. ~ b ariticipated during the f ut u re grading- operation. The rbechanical analysis*- was performed -on selected soils' according to A.S.T.M. 422-52T. The-mechahical analysis. was used to aid in tWclassifi.cation of the s6ik according to the Unified Soil Classification System. Ex0ahsion tests were deterr~nined from the County of San Diego Test Methold for Exp6risive Soils. Expansive soils ate classified as follows* 0 to 3 percent Low or Cons.idered *Nonexpansive* 3 to-'6 percent Moderate. 6 to 12 percent. High Above 12 percent Very High According to the County of Sa n. Diego'Test for Expansive ~oils, swells of less- than 3. t percent are' c 1 a i s i f i e d as no n I e I xparisive soils. Direct shear tests were performed upon undisturbed' and , remolded bull~ samples in order to- determine the soil strength and supporting capacity foe the, natbral~grouncl soils and these, same soils to be used in the compacted fill. The sheaf tests were made with -a constant strain' direct Specimens to tested w re -shear machine. be saturated and then sheared under'various. normal, loads without appreciable 'drainage of' the samples. Consoliclation'Tests were performed on undisturbed natural-ground soils and remolded soils ex'pected. to be used in the compacted fills. The soils are contained in 1-Inch high, brass rings and loaded, into a consolidomeier. The specimens ate subjected to increased [Pads.and the resulting consolidations noted. the consolidation tests aid 1 determining anticipated s'ettlements.oi the natural ground under, the propos~bd building loads. r-S OW % Residential Site job No. 81-1748 2 April .1981 Page 5 CONCLUSIONS AND RECOMMENDATIONS The following conclusions. and recommendatioris are based upon 'the practical field i nv . estigations conducted by our firm, and resu-Iting labqratory. tests, in conjunction. with our* knowledge and experience with the soils, in the La.,Costi area. 1 . The natural-tround topsoils on this site consist of 2 feet of low to moderately u to possess 2 to 5 expansive- silty clays. The clays were tested and fo i nd' percent swell, is measured"by the County of San Diego Test. for~xpansive Soils. The topsoils are underlain by very dense, metavolclan'ic bedrock. The, bedrock is classified- as nonexpansive. 2. Un'less properly dealt with.- the moderately expansive characteristics of the 's i ty clays described previously can cause significant damage to the structure and associated improvements (such as those plannied for the su bject, property).. In order to reduce significantly the potential for'.such damage.. The following recommendations shal.1 be adhered to: .2.1 jhe continuous foundations and spread folciiings shal I extend-a minimum depth of '18 'inches into ihi~. fief,n, natural- ground. 'The continuous- foundation's shall be reinforced with two No. 4 steel bars; one bar shall bottom. be located reat-the top of the foundations and 'one bar near the 2.2 Concrete f loot slab$, if used, shall be founded on at least four (4) inches. of sand or. detomposed gtanite,.overlying visicjueen~ The slabs shall be reinforced with 6 x 6- - 10/10 steel wiee- mesh. 2.3- Prior to pouting footings and Joundations, and prior to' placement of f loot slab base sect.ions, the clayey.soils shall', be thoroughly watered such co that they' possess a moisture ntent Of :2 percent Above optimurn moisture content (or more) at a depth of 12 inches~ below the footing, grade. D VAR Residential Site Job ~No. 81-1148 2 April 1981 Page 6 2.4 It ~is recommended that all nonstructural concrete slabs (such as patios, driveways, sidewalks, et cetera), and all parking' areas, be founded on at .least. 4 inches of nonexpansive soils. Weakened plane joints for exterior slabs should be provided for any slab greater than 16 feet ~in-width..- Any slabs between. 5. and 10 feet should be provided- with :a.- 16.rigitudinil weakened plane joint at its center line. Slabs exceeding 10 feet in width'.. should ba'provided with a weakened plane joint located 3 feet inside the exterior perimeter. 'Both traverse a Ind longitu8iahal weakened plane joints should be'cohWucted. Utilizing an AhkIC- of ini6iial Fricti6h of at least 27 degrees, and a cohesion of 466 pounds per* square foot (with the~, appropriate Tetzaghi Equati.on'), the maximum safe soil-bea'ring, value (at a depth of 18 inth6s into the -firm, natural ground) is at least 2,000 pounds per square foot. This soil-bearing. Value may be utilized in the design of continuous* fo-undations ~and spread footings when founded a minimum of 18 inches into the firm natural ground. !his soil-bearing value may be increased one third for design loads that include wind 'or s'eismic analysis. . If imported soils are required to bring the site to grade,. the import soils shall be no'nex0ansive and shall be obtained from an approved, off-site borrow area. Based on our laboratory test results and bur -experience with the soil types on the subject site, the soils will experience settlemen't*in the ma nitude of les*s g than 1/2 inch under a. structural load of 2,0bo pounds per square foot'. 'the tctNe ea ft h p re s s u re (to be utilized in the design of wills' et cete"ta), shall ka knc erl nn t he f~11^~An fi%rmidn nd *.it cidt. tk;. AdiW, OressuVe is for level Uickf ill. J4 w unit weight of soil lid pounds per 'cubic foot, h — depth of foundation or footing into ground Oekb .. F — (Angle of Internal Friction) 27 degrees. 4 C--~, I dD Residential Site '1748 Job No. '81- 2 April 1981 Page 7 P. (Maximum) w 0- Sin OY h2 a 0 + sin 0) 2 W w (1 sin 0) e = (1 sin 0) Therefore,%' w h 2 Pa(Maxi'mum) e We (110) Q -"0.45) 42 pounds 'p ee cubic foot (1 + 0 45) Thus, the aictive earth pres sure (at any depth shall be based on-an t uivalefit - Fluid, Prettuire of 42 pounds per cubic foot. 6. The.,06~siv-e earth ~ressufe of the encountered natural-gro"Lifid soils (to be used, for design, of building. fou, ndations and footings to: eesist the lateral forces) is based on the Rankine Fort -nu IA and laboratory test results As follows: 2 P P~( iD Weh,. Ma imum) 1/2 wh2 -0 -0) - (1 sin 0) 2 'Where P passive" ea rt h pressure (pounds per square foot), unit weight of soil 110.pounds per cubic footj h 'clep~h of founda,t.ion or foolin,g* into'ground .(feet), (Angle 'of Internal Friction) 27 degrees. W e Equivalent-, Fluid Press ure w'(1 s in 0) Therefore, We (116) (1 t:0.45) 290 pounds per c'U bit foot. 1 0.45) 4 R6~ideritial SR6 Job No. 81 -1 A8 2 April 1981- Page 8 The passive eart'h (it any dept h) shall. then be based on an tquivAlent pressure Fluid Pressure of :M'pounds per cubic foot. oef i Ct 1. A C - f of Fri ion of M5 tiryyes 'the dead -load, may. be used between the I bearing soils and concrete wall foundations or structure foundAtions and f l6or s labs., The soils that occ tir 'within 5 feet of the face of the fill slopes will posses's poor lateral stabilit. Proposed s t,r u ct P res and other improvements (such as' Y. walls, fences; . patios, sidewalks,, swimming pools, driveways, asphalt paving, et cetera), that are located within 5 feet of the face of flopes, could suffer differ- ential Moverne - nt as a resul t of the poor lateral stability of these.soils.- Foundations and, footings of proposed structures,~' 'w4alls, et cetera, when found- ed 5 feet * an d fuhher away from the top 'of slopes, may be of standard, design in conformance with the recommended soil-bearing value. If the proposed foundations and, footings, are located closer than 5 feet inside the top of. slopes, they shall- b~e 'deepened to 1 foot below A line beginning at a point 5 feet horizontally inside the slopes and. projected, outward and downward, parallel to the face of the slope (see Figure No. V).~ 9.* It is recommended that all s.lopes exceeding 3 feet in height be planted with an I t erosion-resistant' plant, *in c6nformance with the r6quiremenis of the County of San Diego. 10. Planter areas and planter box''es sha'll be sloped to'drain Away from the founda- tions, footings and floor slabs. Planter boxes shall be constructed with a sub- s urface drain, installed in g~avel, 1,with the directi6n of su-bsurface and surface flow away from he f6undations, footings and f loor slabs, to an adequAte drain- age facility. r[M 01 Residential Site Job No. 81-1748 2 April 1981 Page 9 The existing debris and vegetation observed on the site must be removed prior to the preparation 'of b-uilding pads and/or areas Ao receive. structural improve-.' ments.: 12. Any septic tanks, subsurface disposal. systems, wells, et cetera, which might be discovered on.the site, shall be removed and properly backfilled with approved o6-site or ihiported fill soils, and shall then be compacted to at least 90 percent of Maximum Dry Density. W 13, Any backfill soils placed in utility trenches, or behind re. a prig walls, which support structures and other impro'vemerits' (such as patios, ~iclewalksj drive- ways, et ceteia), oth6t than hindscagAng,, shall be compacted to at least 90 percent of Maximum Dry Density. L 14. it is out 0"pinibn that hatural~grouncl cut slopes 'and compacted fill slopes -of maximum inclinations of 1.5 horizontal to 1.0 vertical shall be stable and f ree from deep-seated failures for slopes not exceeding 10 feet in height. 15e Adequate measures shall be taken to properly finish-grade the site after the structures 6nd.other improvements are in plate. Drainage waters from this site and. adjacent properties are to be directe'd away from foundations, floor slabs and footings, inage direction for this area or in 6 properly onto the natural dra t designed and a p proved drainage facilities. Proper subsurface and surface drain- age will ensure that, no waters will seek the level of the beating soils under the foundations, :footings, and floor slabs. Failure to'observe this recommendation -the structure could result in uplift or under.mini,rig and differential settlement of or other improvements on the site. Geotechnii~A Ex0lorition, Inc. will assume no liability for damage to structures which is attributable to poor~ drainage. D- VIAND Residential Site Job No. 81-1748 2 April i 98i Page 10 16. No swimming p6ols, or subsurface structures shall placed in the moderately expansive soils v~ithout being properly designed by 'a structural engineer and/or' soils engineer. -6kADING NfffES c~c 0 Any required grading operations shall be perfoftned in a ed6nce with the general rL quiremehts of the Co'unty of San Diego Grading Ordinance, under the supervision of. a qualified soils engineer or supervised field soils technician; of the Owner and r Developer to ensure that the recommen.da- It is the responsibility /0 tions summarized in this report are carried out in the field. operations. LIMITATIONS Our conclusions and r6commendat ions have been 'based on all available data obtained f rom our'field investigation and laboratory analysis, aswell as our experience with the soils and formational materials located in' this portion.of La Costa. Of necessity, we must assume a certain degree of continuity be~tween exploratory excavations and/or h An natural exposures~. , It is, therefore, necessary that all observations, conc usio s d recommendations be verified at the time grading operations begin, or when footing excavations ate ~Iaced: In the event discrepancies are noted, we should be notified t hat ec ions immediately to an irisp tion can be made and additional recommenda6 ~d- issUed,, if reouire ,. this report should be C'ohsideeed valid for a period of three, (3) yearsi arid is subject to review by 0 U r f Wnn following that timei, if significant modifications Are ma de to the J building and/or g~adifig' plans, especially with respect to 'the height and location of cut and fill.'slopes and the'height' and location of proposed structures, this report must be pre-serited to us f o r i.mri,iedi.dte review and possible revision,. 0 B E L I S,C 0 C I R C L -E MM- - -'Z Aoprox.imate Stale 1 11=301, L N D. Approximate ~ocati.on T-1 ':of Test Trench-~--- U.J Existi n -:Slope- 9. N E Th i s Plot Plan is,not to be used C), for engineering purposes. F6i- U locations of .existing utilities, prbperty'dimensions, etc.,,pleasc refO to the ap'p-r-'oved building plans or ithe' `6s bu i .1 t gr6ding W plans.. R E F E. R E ,N C E Th i s .0 1 o*t Plan'peepared in the field by Ge6technical,Ekploratior f 9 Log of Te6t Tronches r 0 0 Soil Description U .0 06 (Unified Soil Classification) s CL b. M E- C 0 M06 #A 40 0 U 0 Uj U Trench No.. I Loose,.damp, dark.brown clayey silt with c 6 b Ull e— Topsoil 'tx 102* 8.7* Reddish-brown to gray-brown, damp, very dense, silty clay with cobbles, (ML), Residual 112* 8.2* Very dense, dry, light brown to olive-gray meta-- volcanic eock Bedrock K.-gottom of Trench "Refusal" Tre.nch No.. 2 Looseli damp, dArk brown silty clay (ML) Topsoil Very dense, damp, reddish-brown to greenish-gray silty clay with cobble (ML) Residual Very d ' ense', dry light brown to olive-gray meta- volcanic rock Bedrock got tom of Trench 'Tefusal" Trench No. 3 Loose, damp, dark brown clayey silt with.cobble (ML) Topsoil Very dense, damp, reddish-brown to,gray7brown si-lty clay' with cobble (ML) Residual Very dense, dry, light brown to olive-gray meta- volcanic rock Bedrock Bottom of Trench ''Refusa -1748 'goo S- implo -'In-Place' Density Job No. 81 0 Undisturbed Sample **ln-;Place Moisture Fidure No. I I JOB NO~ .81-1748 ,~i6ukt No: E 'LL TEST DATA . . . INITIAL DRY btk~iTY (o6i) 101 WWATiEk C" b N t It N T4 (6/6) 11 .6 L OAD, (0 Is f - ) 650 PERCENT S.W,ELL 4.2 140" FILL SUITABILITY TESTS., Isom. MECHANICAL ANALYSIS 120 3 3/4 4' 1'0 40 200 100 80 110 60 40 20 Inn 0 IOOQ 100 10 1.0 0.1 0.01 0.001 GRAIN SIZE IN M.ILLIMETERS ~OBBLE ~GRAVEL I SAND SILT 7CLAY -1 C 1~ F -JC I M I Fd MAXIMUM DRY 1 2 2.70 §0 DENSITY (pcf jig 2.60 SPECIFIC GRAVITY OPTIMUM MOISTURE C-ONTENT 12.5 2.50 ZERO 'AIR VOIDS CURVES MOISTURE CONTENT /., 1+1 . t I I . . 0. 10 1 20 30 - 40 LABORATORY COMPACTION TEST 'SOIL SOIL CLASSIFICATION BORING NO-1 TRENCH DEPTH TYPE NO. I Reddi-sh'brown silty play T-1 1'.5,' 2 1 3 DIRECT SWAR TEST D-ATA 1 2 3 APPARENT COHESION Cpsf 400 APPARENT FRICTION ANGLE 27- Proposed Structure----., Concrete Floor Slab 5' 011 Top of*Compacted Fill Slope 4 go a -0 0, g, - —xqpwv~ Compacted Fill Slope 0 (Maximum Inclination 1.5:1.~O) Keinforceme .-einforcem6rit.of Foundations and Floor Slab:§ following the Rec~- Total De h of Footing ompndations of the Architect or Structural &ngineer. Compacted Fill Con~rete- Foundation 12" Minimum 7- 5' T Y P I C A 1, S E C T.I 0 N (Showing Proposed Foundation Located Within Five Feet of Top of Cempacted Fill'SI.c.-r'P.) TOTAL DEPTH OF FOOTING 0 DISTANCE FROM TOP OF' SLOPF 2 3 1 - 5 1.0 Pill Slope* 2.0 1.0 Fill '81bpe 5211 4211 441f 360 3611 30 2811 24 !§&L A -nou:-- m6to ihiain hiiii. 61 mate'dil Ii I1ir§6r4fiAh8'- N-6. 266 sl6vo GRAVELS, CLEAN GRAVELS More than half of &oArse'fe~ttion is lAr§& than GW We -graded gravels, gravel and sand mix- N, o.4 sieve size, but smaller than 3" tures, little or no fines. GP -it, ni and sand mix- Poorly gfaddd grave graM tures, little or rib fines. GRAVELS WITH FINES GM Silty gravel s,. poorly graded I gravel-sand-sil't (.appreciable amount)- mixtures. dc C~ lay g.ravel s, poorly graded gravel-sand-silt mixtures. ,SANDS, CLEAN SANDS SW W611 raded*sand, gravelly sands little or no More than half of coarse fraction is smaller than a no fines. .No. 4 sieve., SP Po,orly.graded:sands, gravelly sands, little.or no fines. SANDS WITH FINES SM Silty sands, poorly graded sand and silty '(appreciable amount) mi xtur6s. SC Clayey . sands, poorly graded sand and clay 0 mixtures.. FIN RAINED Mdre than half of Material Ii Ohaller than A No'. 2'00 sidVe ;SILTS AND CLAYS ML Inorganic silts and very fine sands, rock flour, 'with sandy silt and clayey-silt sandrnixtures a slight plasticity. Liquid Limit Lett Than 50. CL Inorganic clays of low to medium plasticity, -grivelly clays,~'sancl 'clays, silty clays, clean y clays. OL- Organic silts and organic silty ~.Iays of low 016sticit M H" Inorganic silts,. micacbout,or di~f6rnaceou§, fine sandy or,silty soils, elastic si.lt§.. Liquid Limit Greater Than 50 CH Inorganic clays of high plasticity, fat clays.. OH. Iclays of medium to high p Oeganic, lasticity. HIGHLY ORGANIC SOiLS PT Peat and otherhiohly organic soils. APPENDIX B GRADMG SPECIFICATIONS Ge'neral The intent of this item is to properly establish procedures for: cleaning and compacting natural ground. pre-, paring Areas to be filled, and placing and compacting fill'material to the grades and slopes as shown on the Grading Plans. Clo.iring All vegetation, brush and debris shall be removed, piled and burned, or otherwise disposed of, to give the sur- face a neat and finished appearance. C6mpac'ting Natural Ground After clearing, the natural ground shall be' scarified to a depth of at least 12 inches, watered I to optir.-ium req', uirements and compacted to not les,. tha , n 90 percent of maximum dry density, according to A.S.T.M. Test Method D-1557, in a four-inch diameter, cylindrical rhold of 1/30th-cubic-foot volume. Field density tests shall be taken in the natural ground in accordance'with A.S.T.M. Test Method D-1556. Pill, Materials Materials for the fill shall be Approved by the soils engineer and shall be free from organic matter and other deleterious substances. In the event that expansive materials are encountered within three feet of finished grade, they shall either be entirely removed or thoroughly rnixed with good, granular material before incorpo- rating them in fills. No footing shall be allowed to bear on so.ils which. in the opinion of,the soils engineer, are detrimentally ex pansive—u n less designed for this clayey condition. Placing and Comoacting. Fill Material After preparing the areas to be filled, the fill materials shall -be placed in layers not to exceed six inches in compacted thickness..Each layer shall be watered to optimum requirements and compacted to not less than 90 percent of maximum dry density in accordance with A.S.T.M. Test Method D-1557. Compaction of the fill shall then proceed in the specified manner to, the grades as shown on the approved plans. When the slope ratio of the original ground is steeper than five-horizontal-to-one-vertical, the 'Original ground shall be benched. Ground slopes flatter than five-horizontal-to-one-vertical shall be benched when con ' sidered necessary by the soils engineer. Fill slopes shall be compacted by means of a shee0sfoot coller. or other suitable equipment' Slope compaction shall be continued until the slopes Are stable but not too dense for planting. Field density tests.shall be taken when considered necessary by the soils engineer in accordande with A.S.T.M. Test Method D-1556 and shall be made not exceeding two feet in vertical height provid ing each layer is te~ted. u p- 6 N i s i o n, dontinuous -supervision of' the fill shall be made by thin representative of 'Geotechnical Exploration, Inc., during the grading operation so that he can certify.that the fill was placed in accordance with-these spetifictions. Season Limits No fill material shall be placed, spread or rolled during unfavorable weather conditions. When the work is interrupted by heavy rains, the filling operation shall not be resumed until field tests.indicate that the moisture content and density of the fill are As previously specified. ~w) In I I ~ LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE .Owner's Name. Roanald Weiss Phone No. 714-635-4421 Mailing,Address 1678 W. Broadway, #108 Anaheim, Ca 92802 Set-vice Address: 2629 Obelisco PI lot 681 La Costa'Meadows 4- Tract De*scription. Assessor's Parcel No. 216-460-21 S.f. 600 00 Type of;BUilding No.,Units connection Flee pre-pa Lateral -Size: 4" 6 8 Saddle Easement Connection Extra Footage: — @.$ Extra Depth: @ $ .400.00 Literal. Fee Amount Rec'd $ 400.00 Prorated Se - wer Ck. No/Cash 8522 Date. B-30-79 Service Fee 'Total $600*~Q Rec'd By i-g 0 The application must be signed by the owner (or his authorized representative)-of the property to.be served. The total charges must be paid to the Dis't~J.ct at the time the ap'plication is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that bart of the sewer,system I that extends from the main collection line in the'street (:o~ easement) to the point in the street (at or .near the,a.pplicant's property line) where the service lateral is connected-to. the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the ~ppli- cant's plumbing to the'point in the street- (or easement)-*where a connection i"'made S 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 mutt 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-BEUNSIDEREU INVALID AND WILL NOT BE:ACKNOWLEDGED... ,The prorated sewer service fee is based upon the date the District estimates that service wil,l begi'n and -covers the balance'.Q'f the fis'cal year. There will be no 6dditi6nal fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer servic!'fee will be collected on the tax roll ce In the same manner as property taxes. The undersigned hereb ees that the above information given is correct I and agrees y 4gr to the 'conditions as stated. 10027 OwnW-s Signature Date AccounY—,N6.