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23800 APPLICANT TO FILL IN INFORMATION WITHIN RED LINES - USE BALLPOINT PEN ONLY V t Buitdi PI-I identification I'FFh11T NO. BWlding Addres: -z.o��. d4:)i ori 51 oI. a CLS LOT --2- 23800 �retA pN�yt'}yL� 'Name: . Phone: APPU�TIONS�JBMITTM,DATE 7-33-5(DLS CITY OF CUPERTINO-BUILDING DIVISION r �/ I, • ontractor'sName- APPLICATION /PERMIT 4477 b Om�� /►vY BUHDINGELtCTRICALPLUMBINGMECHAMCAI. CA7FISORY CONTROLX t5jfq�':� Lk322 QTY ELECTRICPERMIT FEE BUILDING PERMIT INFO 1'FRh9TI5AlANCE rLICENSED ICENCONTRACTOR'S DECLARATION 5A [herebya( onuilambcsduderpoWonsofClu)Xer9( xc AlPWANCESRmUL JOB DESCRBr['fON It..is of Df died. oftheBudneaandPm( aloneCadtand Ilona.blas fo and et(ca. �j `/ PANES / { P�../w Loconx Clan�LlcX 6 33 T V\ Date Contrsdo —UP TO 200AMPS ARCHITE AI" III r, I understand my plan slug be urcd as public remnla OVERIODOAMPS SQ.FF.FLOOR AREA $/SQ.FI. - � Llcented Professional I SIGNS ELECTRICAL Y iii Q 601 OWNER-BUILDER DECLARATIONS('EQAL CIRCU7.1,/MLSC l! I hereby affirm that son exempt from the Contractor's License law for the 6pp following reason.(Sc¢Im 7MIS,Business and Profession Cade:Any city or Zt-- TEMP.METER OR ]NST. �OC� IG��y mtntywhfchaq ruimaapermit mvc torud,alter,Impmve,dermLLrhar repair q any e[mded pd«entthat he is abonqupessuant t the provisions of f5 O S floe s signed wens,,L that he t IbenN pursuant to tta•ti oWfon of the 3w� Conrado.Llceme dProfmir9(comrortng with Section700D) Divi- NG LELECIIIIC VALUATION o alon3ils fothealleedPm(mlon. Any virthrtheb exempt therefrom and ON I <5 the basis for the alleged exemption. Any nidation of Sedbn 7W15 by any SWITCHES-FIXTURES applicant fora permit subjnb the applicant to a d.•il penalty of nor more than w !W❑e hundred dolbn(5500). -. I� .. I,as owner of the property,or my employees with wages as their sale NEW RESIDENTIAL ELECIR SQ FI' STORIES TYPE CONSTRI1CIlON - mmpsnastlon,will Bothe w«ksnd Nestiudvmbest Intended or offered for Oole(Sees 9064,BueBwae and Prolaelon Code:The Cordndoe.Licence Taw (? � does rut apply to an owner ofpmperty who builds or lmproventhereon,and OCC.GROUP AES.UNITS 0. whodoe chhworkhtr swlf«thmughhlsownemploy n,pr ided thitach irriprovemena arenot intended oroffered f«sale.If,however,thebuBdiug cr TOTAL ImpmvementbwMwlthlnorcye rofcompietion,theowner-WllderwW ve t oder arpro.tngthathedM notatudorlmp. f«p„rp®eafaale.L QTY, PLUMBING PERMIT FEE L.owner of the property,am essWnNely contracting with licensed FLOOD ZONE APN contradon to construct the project(See 9064,Bushes and Professions Cade: PFRMRISSUANCE The ConndoYa Li..••e Law does nor apply to an owner of property who ALTER-DRAIN La VENT-WATER(EN Wwa the neon,or Improtheon,and who contnda f«such plujeda with a �((�ctor(U]]omens pursuant to the Contractile License Law. FEE SUMMARY LJ I am exempt coder Sec B h P C for this reason BACK FLOW PROTECT.DEVICE FEES'OUTSIDE ® Cwner Date DRAINS FLOOR,ROOF,ARES,GOND. SANITARY Y N WORKMAN COMPENSATION DECLARATION REJ= ❑1 hereby affirm that I have a certificate of consent to seB-boars,«a FTXFURFS PER TRAP SCHOOL TAX .Y_ N 4 certificate ofWorkem•CompenutlonInsurance«a erm(led copy thereofe3ec. GAS EA.SYSIFA7-17NC.40UII.EIS PARKFEE RECEIPT r Policya CJ RECEIPT'] Co by CAS FA.SYSTF]d-0VFRA(EA) . C�o�m_Ce,, BUILDING DIVISION FEES 'AOCertNed copy b hdeciwereby th thehM. GREASE/WDUSIRL WASTE WTERCEPTOR PL•A F 1y[r � k CertlRed copy b(iled with the city inspection dlvWon. � II' CERTIFICATE OF UE F'FION FROM WORK ER S' GREASE TRAP PAID V V COMPENSATION INSURANCE SLWLR.SAND'ARY-STORM EA 70Q•T Date Recel tit (TMeeedbn need not be completed lithe permit b f«one hundred dollars I ($100)«IeseJ I WAiERHEATER W/VENT/EECTR ENERGYFEE Y - N" I certify that In the performance of the work forwhich this pemdt is issued, — I shsU not employ any person In any manner ro as to become subject to the Warkera ns Compeation L..of Ghfomla. Dan WATIF SYSTEM/TREATING PAID Q Z Applicant NEW RF3DQJ77AL]'LMB. 9QdT. Date Reeel tit - Z O NOIICETOAPPLICANT:lf,aftnr Ungthls CenV"teof Fxemptbn,you should bebom,sub}at to the Worknoi reea Competlon provisions ofthe Labor TO L: F N Code,you nforthwlth comply with such provisions or Nis North shall be W owt j deemed rm•aked. LOIN I; d CONSTRUCTION LwoING AGENCY EISMIC FEE I hereby affirm tbut there b a mrenrvdlon lading agency for the perform ELECTRIC FEE Z nceoftheworkforwhkhthbpermltbbeue &n.3 ,Civ.C.) TOTAL I- 00 Lender.Name - PLUMBING FEE U — Lender•.Address QTY. MECHANICAL PERMIT FEE MECHANICAL FEE O W 1drtlfythatl have read this appBcatbnand state that the above lnforrutlm I conies.Iagree to comply with all city and county oreloserI and state laws I'FR1vR1'ISSUANCE PEES PAID. } 4 wyt.eennrey10 Wilding contmdlon,aMhereby authorize repmenpurp,avf tFls I f.. = ter upon theabove-rr�ntbnsd property for inspection purposes, ALTER OR ADD TOMF[•H Date Recel t# (We)agree to save,Indemnlfy an d keep harmlessthe Clty of CupertBou P V against BabWtica,jadgmew,coasand expenses which may In any wry accrue AIR HANDLING UNIT(TO 10,000 CFM) SUBTOTAL: agairuteaid CRyl cwaequenoofth Bnntingof ispem . AIR HANDLING UN(f(OVER 10,000CFM CONSTRUCTIONTAX Signature of Applicant/Contractor Date EXHAUST HOOD(W/DUCT) CONSTRUCTI X D: HAZARDOUS MATERIALS DISCLOSURE ,�_� _' Will the applicant or louvre Wilding occupant stone or ha rd is hazardous HEATINGUNIT(T0100,000a ) Date Recei t# moterinlasdeBned byt Cupertino MuNdpal Code,CM1apter 9.17,and the ij I With and 5afaly Coda Ion 75532(x)7 FFEITING UNIT(OVER 100,000 BTTJ) •F nYes o �Nill the applicant Won building occupant use equipment or dcvlas VENTILATION FAN 51NGLE REM) ISSUANCE DATE whichemlthunrdou irconbrNiuntssedefinedbythe Bay Area Air F-1 YMansgemen vL�i '7 BOII.EA-COMP PTiP OR l00,IXU BTU) P 4 Y a RMbuWAID heveread the has ematedab requirements under Cha per GSS of BOR,ERCOMP(OVFIt t00,OQl BTU) / the GIB«nt }lalih kSaletyC el5edbn 75505, and Th.411 1 LHF� 1 understood that"thebolldleg- na arrentl has tenant.ttitb bony NEW RFSDFN77AL MCCN. SQFf Q/6% B r oapomWWtyto nal the nta a swhich rtust be met prior iCertit sof C,7L } E Ow g tDate f E TOTAL ISSUED BY: OFFICE COPY LANDMARK DEVELOPMENT CORPORATION 21060 HOMESTEAD ROAD, SUITE 120 • CUPERTINO, CA 95014 • (408) 733-9693 December 17, 1991 City of Cupertino Mr. Bruce Donoghue 10300 Torre Avenue Cupertino, Calif 95014 RE: 20656 Gardenside Circle (lot 17) , 20653 Gardenside Circle (lot 25 ) 20659 Gardenside Circle (lot 6) . Dear Mr. Donoghue, As your request Landmark Development will do all necessary work on lots 17, 25, and 6 to make sure all drainage pipes are connected and all grading is done per recommendations. • If you have any questions, please call Keith Kolker at 408-733-9693. Your Truly Keith Ko ker Project Manager • 3t YIf 'ff. I • I rt Cites of CNper i"o rlfi 10300 Torre Avenue �:( S r_ ` ,-.P.O. Boz 580 Cupertino, California 95014 Cupertino,California 95015 Telephone: (408) 252-4505 DEPARTMENT OF PLANNING AND DEVELOPMENT ^ - " r { 'December 16, 1991 R s' n.1 j I :1]� }�,� y Tl,.... may, ' ff -iLS '�'�(F Mr.1 Keith Kolkler % s: .1ANZMARK DEVEIOPNIEN'T CORPORATION Y` w "C '21060"t. . ' '. " `h 1 � t Homestead Road Suite 209i ,.1 l jt Cupertino;' California 95014 ;f ,`rt RE 20671 Gardenside Cr ,: Frank Lee Assoc, letter of December 12 1991 . Mr Kolker: r ; The letter received from Mr Frank Lee~addresses' a solution however, the +"� 'l, 'Public Works Departmexut requests the following be-'provided to the City: (1) ` An updated grading - & 'drainage plan with the inverts of all .drains, - perforated' drains and ;routing.of all existing drainage r' , ..r facilities and slopes of general grading (Sections, showing existing conditions':at the retaining walls, back ? fill, drain rock and indicatingwater proofing. to { (3) +,,Test reports on , in-place density;'classification of soils and `existing outdated,.facilities encounter>?d'dur' U Ing construction. 9i (4) .All field reports and testing reports done during construction. (5) survey, of 'how many other,homes'are experiencing this type of ' problem (This should be done after a storm) . x , you` have any questions regarding the aforementioned, please, contact: Bruce Donoghue,' Public Works Department: ' (408) 252-4505.' �. a (Sincerely,' 'v? '.CITY OF; aJPERTIN0 ' 1 ,i , , Joe 'Antonucci , Building official ' 1 tz ULR�RDNSDE(BLEG6) c }+ Citta of CNperti"o 10300 Torre Avenue P.O. Hos 5H0 Cupertino,CA 95014-3255 Cupertino,CA 95015-0580 Telephone: (408)252-4505 FAX: (408)252-0753 COMMUNITY DEVELOPMENT December 5, 1991 LANDMARK DEVELOPMENT COMPANY 21060 Homestead Road, Suite 209 Cupertino, California 95014 Gentlemen:' The purpose of this letter is to serve as a Notice of Requirement for the following item: (1) . The developer is to promptly submit to the City of Cupertino for review and approval, .a letter from a soils engineer detailing the amount and extent of the drainage problem on the Gardenside • Circle development. Included in this description of the problem, shogld also be a plan(s) and procedure for its correction. The City shall channel your plans to the necessary departments for review. If the plans and procedure provide the necessary requirements to alleviate the drainage problem, the Building Division will grant clearance and give written approval of the plan(s). Sincerely, CITY OF CUPERTINO Cal"? - - Joe Antonucci Building Official JA/oda enclosures LTR-IEMRK(BLDG6) • Mary Newcomer COPY 20671 Gardenside Circle • Cupertino , CA 95014 Ph 973-8534 December 2 , 1991 HAND-DELIVERED Landmark Property (LDC) PUBLIC WORKS Attn: Service Department DEC 2 199 21060 Homestead Road , Suite 209 7� Cupertino, CA 95014 Re : Stable Base for Foundation Service Department : I would like to review the progress made to relieve the water pressure on our foundation. It has been well established that the water enters under the foundation weight-bearing walloon the driveway side , left of the garage door. ' This -water seepage area is approxmiately seven feet or 80 in- ' ches from the garage door molding with a deepth of four feet from the garage floor. To check this seepage you must enter the crawl space adjacent to {.i.- the 'garage. '."_ The foundation & garage- floor sits down from the sloping ' +"+,< ' iground'',& 'the' foundation portion has a ' retaining wall . The distance of ' the , ' retaining wall from the house is 17 inches . This wall' is necessary to . , , redirect natural drainage around '.the house. For over 18 to 24 months a negative grading has existed on the founds- tion because of a" few oversights . ZFirst, the downspout tubing run-off had a. missing flow hole o in the curbing until this spring . Second , the drainage tube coming around the house was blocked . Instead of draining out to the asphalt driveway the 1 negative grade formed a dam. Third , the last foot & half of the retaining bed doesnot have / a concrete base but is backfilled with crushed stone encourages the flow of water to the wall foundation. The crushed stone part is new. All of these oversights have produced excess water pressure on this weight bearing foundation wall . The force of gravity has pulled the water down to the end of the L-keyed foundation wall and into the crawl space . The bottom of the foundation wall was found this week-end to be two feet below the inside footing . This portion of the foundation doesnot rest on solid ground . In fact large amounts of organic fermentation like mat- erial was found and removed , much more still remains . A sewage odor was strongly detected . A plastic white tubing 2" X 24'.' was found buried there under the foundation. COPY Page 2 December 2 , 1991 Since a drainfield trench to a old septic system was found at the • street edge of our home this new area with buble-like gritty matter and fowl smelling odor appears 'to be another drainfield trench. To check out our discovery we put 20 gallons of water outside on the new crushed stone bed covering the area just by the garage door . Most of the water was carried to the storm drain by the newly installed drainage system. But, my eyes and sense of touch told me that quite a lot of the water came down to this vulnerable deteriorating matter below our;'foundatiou. Itis important that you remove this unstable material and provide us with a firm and stable base. This can be done by packing the grade with topsoil or loam with some clay content. The objective being to drain sur- face water away from the foundation, not down through the added soil. The footings of both L-keyed walls (foundation & retaining) is two feet above the discovered drainfield trench. Therefore the outside drain- i:il! !',age tubing :'is also two feet above this deteriorating section of the foundation. : The rotting matter near the foundation needs to. be . removed ,•', '.'' and .repacked. 'To "prevent excess water pressure have been told that ' all retaining walls should have weep holes every fleet at there base (unless it ' s built of field stones laid without mortar) . I cannot understand why all the newly dug drainage trenches have been packed with crushed stone before connecting the crawl space draining tubing. • Can someone explain , this to mel ; This' letter follows my complaint to City of .Cupertino on '10-31-91 , and my letter of 11-22-91 , - to the Service Department, Landmark Property, Enclosed are area and detailed maps of my concerns . Yours very truly , Mary Newcomer Enc : cc : Keith Kolker, Vice Pres . Landmark -Bruce Donaghue , Public Works Official, City of Cupertino Joe Antonucci , Building Official , City of Cupertino ( George , Site Supervisor , Gardenside Circle Dale Newcomer, owner 0 I COPY 180 IKE Construction By: i Landmark Development Corporation On-Site Office • (408) 257-4890 Cupertino.Calif. / CID m m � w 5 w � O o z ^� w 0 a ao mw E «o ~ � I m m \V/I � o. I I C OPY CA -f • ,1;7e.190 ► � 1Enlar9c 'arch S-P d ' ; ti, iti dJf.l ll�k�"�4 � .✓K 4 ' ,,-�:�' k��n '':' � y. l i , ' •�,I � / �I V ' II I I it II I I i Over' ba�'+llon,s' I • a2 671 • 6f' wa4..r low I � ._. -•f�1 Garc�e«sidc C"c/, Info Tr6h Cl, Ir tJrw. . c Alpe " 'y""�• Pop, I � � I drwih *err-., Xl!ooinc� dra/.l.f.'e • FRANK LEE & ASSOCIATES GEOTECHNICAL CONSULTANTS 281 CHANTECLER DRIVE, FREMONT, CALIFORNIA 94539 (510) 657-7792 December 2 , 1991 RECEIVE©,' Job No: 89162-51 L-EC 0 6 X991 Landmark Development Corporation CITY OF, CUPERTINO Mr. keith Kolker BUILDING DEPT. 21060 Homestead Road Suite 209 Cupertino, CA 95014 SUBJECT: DRAINAGE SYSTEM 20671 Gardenside Circle Lot #3 Cupertino, California Dear Mr. Kolker: Pursuant to your request, we have inspected seepage water conditions at the subject site. We found that the existing ground surface of the basement is too low. Outside of the building, the soils were too wet and too much water for plants; therefore, the • excess water seepage into the basement. We recommend that the french drainage system to be used. The french drainage system should be minimum of 12 inches wide, 2 feet deep with 4 inches perforate pipe covered by filter fabric and drainage rock. The inside of the building french drainage should be connect to the outside french drain and discharged to the street storm drainage system. The final location of french system and surface catch basin (if necessary) should be determined on job site during the contruction. We appreciate the opportunity to work with you on this project. If you have any questions or if we can be of further service, please do not hesitate to call. Thank You. Very Truly Yours, �oQROF ESSlpNgl F ank Lee •"r ' 'I Professional Engineer CE 34975 C 34975 1 y �yn #V1 do" 1p /Ale 2! 90 O I . -7/�q XA1 I P ry