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00050193 (2) CITY OF CUPERTINO : - nurt nmcnrvrsfgN PERMIT °C,QNTR,AGTOR INF®RMATION t rn'9au':= t. s. ^^t ,ts^st *arse;:~,*nzew BUILDING ADDRESS' ' �::p '• PERMITNO:. 1111.0 SYCAMORE DRIVE" ACME 8:'SONSfSANITATI N/EEE OWNER'SNAME:' • . . APPLICATION SII 01,93 THE OBRIEN GROUP 1.880 S. 7TH 'ST Adlik ONE: .,, : SANITARYNOL'Iz15/C�'(�T'h �0 ❑z Z ARCHITF.CTIF.NGINF.ER BUILDING PERMIT INFO - OO ADO ELECT PLUMB NIECE u G ' (40E13 275—c26',3 Z HLICENSED CONTRACFOk S DFCI ARATION - ' Job DCSCIIptIOn ' _ thereby aliTn that licensed 1 provisions of Chapt 9(comm¢ cng, ' OZ with Sect on 70rNp of D' - iof the l3 . eP nfess' nC d undmyfense Yis in full force and effect. - s " g C C 6 License Class hic.N y 'Dam Contractor ARCHITECT'S DECLARATION - '• C t5 O at af< I anderstrad r plan.,hall be used as public ecord. 6 d p Li .ed Praesi othl POWER OWNER-BUILDER DECe Conti ne _ 1 hereby affirm on 1 a amps from the Corso Code o Lice Any c Co.Tor 0e - - Z Q following on peri 7031.5.Business d Professions C d y city structure county _ 35rC witch 9 a@. 11 .t Calm approve,d urarepairanydy Cdarur • 4 the ppl ft np nt fl seL (Ch r - - - matnet licensed parsu' u m p wisn: fm (contractorse1 L (Chapter 9 Sq. Ft. IloorArea Valuation (a omensexela Swhon7f00)of tand the basis Softhelesin s, Ji f'.bmCode) or[hit h 731.opt lanrefmnanJors nsuNcer,tfor the he ee t .Arai violation $1 of ant rot 9(1315 i e hundred d ll fors permit subJac191M1e applicant to a civil pennby , of t'nnnre lean rve hundred nanara rssoB). .APN Number, •'Occupancy Type El 1, nl p pity y mplr 'tit e. -tit .l p a.te ::3425E,0781...0(0 '. will do the k -and the.tat is not intended or offered f -' (See.7044, Re aired Ins cellons ` Bu and Profess' ns Cuba The Cooloa rn L cende Low does tot apply to an _ Cl p coxner 1 IF..pony Who tiles or m provestherdm,and wit d ti h work e,f . - or through his own employees provided that such eprnvements are not intended or r * - offered for sale If,however,the building or imptovenwt is sold kdon one year of < s ompletion,the owneohuilder will have the burden of proving that he did not build or „ - _ mpmeefaipurpoaeof,ple.). 304 ROUGHELECTRICAL. 0 T.onvacrof theprefteiry,anno exclusinely contractingwithlicensed nim 501' FINAL ELECTRICAL_ ENERGY t the p j t(5 7044 B ' d P f Cod )Th Contractor's Li 1 d t pplyf fproperty h hull. rimprve. titren - 505 FINAL ELECTR,ICAI_� ' 'and who contracts for such project°with a wulbloo(s)licensed pursuant to the Contractor's License Law., ❑1 mit exp emfttnder Sec � ,R k P C for this tw,od Owner' - Data WORKER'SCOMPLNSA'I'LONDECLARATION 1 hereby affirm under penalty of perjury one of the following doclamiions: ' l I have and will'm°intain a Certificate of Consent to self-insure for Worke',a ampensation, as Provided far by Section 3700 of the Luba Cale, for'tire erformance of the work for which this permit is issued. ❑l have an,J villmanes W k :C p 't f I ' dbySection , - 3700 of the Lubar Code.for the parlor a of the work for which this",nit is issued My Workers�C.pa'n, inn lnsuranca wrr'er and Policy:ro Hoer aro Carrier J I C�N D Policy Na. 5� � - W: ,. . CERTIFICATION OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE i - ' (I his section need not M complete4 ifthe penult Is for one hundred dollars ' - (Strip) rlc,J. - - , - - - 1 certify that in the performance oLthe work for which this permit is Issued,I ,hull not employ any person in any manner so as to hecome subject to the Workers - Compensation Law,of California.Date Applicant .. NOTICETO APPLICANT:lf,after ranking this Certificate of Exemption,you ahould - becarn subject m the Worker's ComyoM pensation provisions of the Labor Cade, u ost " Q 0 'forthwith comply with ,,an provisions or this p,.I,shall be doomed invoked. - ' •- ✓• F CONSTRUCTION LENDING AGENCY 1 hereby alfimt that there k o construction lending agency for the perfo'mance W of the work for which this permit is issued(See.NN7,Cie.C) Lender's Noun, sr Z Lender's Adore„ C> 1 certify(hall hive read tots application and state that harobvid inforroation is - �' Fy ea re t 1 agree m comply with all city and county ordinances d state laws relating Q V "to building cnmtmminn.and hereby nmharize mprrsemmiveso tit,,ciy manner upon - - } r� the b attuned property f r inspect :es. Of (We) greomsave.ordinarily' andk nlcs me of Cupenlnn against _ .VJ ,liabilities judgnneats .nd¢,pen,I ( yin a ay aeerne against said 'T t It consequence f(I gmntlng..fthl p t -'L CANT UND.RS NDS ANDW MPLY ALL NON-POINT 'Issuedb DateR RE,ULt TI %� y nlAPIica / ontrodor - Dano- RerrOOfSRDOUS 1IT! ALS DISCLOSUREWillthcappla torfuturebuildingoccupantdonea,handlehazaNnusmntetial 'Type of Roofby the Cu nit'Sooner pal Code,Chapter 9.12,and the Health and Safetyectian 25532(n)" _ - , °Yea ❑No All roofs shall be inspected prior to any roofing material being installed. Will moa licant orftnnre building occupant dt mentordevices which ' ' pp gby the B q d If a roof is installed without first obtaining an inspection, I agree to remove Distnct? us air comaminunts as JCEted by the Bay Arca Au,Qmliry Managmnem ' Distinct?Y ea ON. . , - .`t all newmaterialsfor inspection.. Applicant understands and.will comply with El all non-point source regulations. .. ' I have read the hcrier u,mmerials'mquireme . under Chapter 6,95 of the _ California Health h Sa sty Code,SamiotiaRS 5,2553 nJ 25534.1 undersn°nd that - enuileingd..arta currently hmeatq{tu t lhtn it i t yresponsibilitymnotify the' not of the, qulr mens which mu t k td pri sato¢,of a Cenlficam of two Is �• ' ° p°"dy Signature of Applicant' Date o r raamariv gent - Date ' All roof covenngS to, Class "B"or better; - OFFICE . '1 PERMIT P-160.22 �C,UPERTINO SANITARY DISTRICTS"`' " ' r Santa Clara County 20065 Stevens Creek Blvd., Bldg C, Fax (408)253-5173 Cupertino, California 95014 Phone (408)'253-7071 CONNECTION PERMIT R.O.S./P.M./Tract No. C J Lot No. J A.P.N.: Book34Z Page Parcel Date 7 Z//� Property Owner:7� H .gr i P V1 G Y e U Mailing Address: Q 0 � VG(, I I T (If different) Qom© / ,WI I r)1,0 0.), r)v 4,c 2 ev Telephone: `7Cun It t CA 7 dY -2 q 73 Sirs: (I/We), being the owner(s) (owner's agent), hereby make application for onnection of the property at: 2- 364) Cc k - eCA f v7U consisting of the following TYPE OF BUILDING(S): Residential: Single Family K ; Multiple Family ; No. Units Commercial , Industrial ; Other ; No. Units do hereby request a permit to connect to the sewer system of the Cupertino Sanitary District. IN CONSIDERATION OF THE GRANTING OF THIS PERMIT,THE OWNER AGREES: 1. To comply with all existing Ordinances, Rules and Regulations of the Cupertino Sanitary District as now or hereafter amended. 2. To maintain the House Sewer(that portion of the sewer within private property) which includes a cleanout (raised to grade and accessible) located at the point of connection with the Lateral Sewer (that portion of the sewer in the street right-of-way or District Easement). / 3. To acquire a Plumbing Permit from the of 6W 04=94 k7 e) , Building Department and obtain inspection and approval by said Building Department 6rior to covering o the work or use of the sewer. 4. To first expose and inspect for serviceability the Lateral Sewer (that portion of the sewer within the street right-of-way or easement), prior to starting construction of the House Sewer. 5. The& permit does not constitute a request for the issuance of an encro�ant permit for sewer construction in the sire blic right-of-way of the agency having jurisdiction thereover. 6. To ca nderground Service Alert(USA)1.800-227-2600, at least 48 hours prro starting grading or digging operations. SPECIAL PERMIT CONDITIONS(Exhibits): A BACKFLOW Protective Device shall be installed on the above property by the owner. Type of device and installation shall comply with the Plumbing Code Requirements of the jurisdiction shown in 3 above. FEES: Connection Permit Fee: 2� p $ Ze--d— Sewer Service charges to June-3018 ,$JQ�ao /mo.x_�mo.: $� Inspection Fee for backflow protection device: $ Considerations and Restrictions of this Sanitary Sewer Connection Permit with attached Exhibits (when noted), are hereby agreed to and acknowledged by the undersigned Owner(or Owner's Agent). Failure to comply will void this permit.- Acknowledgment: Owner's Agent: ( �� y r-- (print name) Receipt of$_245`7. -T acknowledged and permit granted. MARK THOMAS&CO., INC., District Manager-Engineer Note:See.Details on other side of this permit }rvt TYPICAL CLEANOUT FOR LATERAL SEWER Distance from Property Line to be as close as practicable, ca not to exceed five(5') feet. J ' m Removable Cleanout Plug 6 O °- Finish Grade Wye for Riser Sewer Cleanout Boz with Lid to be accessible and maintained by property owner. Short length Riser Pipe Adaptor coupling /8 Bend Lateral Sewer ral Sewer -------'r" Lateral Sower slope House Sewer slope determined by District determined by building department —CLEANOUT TO BE SAME SIZE AS LATERAL SEWER— Notes: 1. Distance from the property line not to exceed five IT)feet. 2. Property Line Cleanout, Lateral Sewer Cleanout,to be same size as Lateral. 3. The maintenance of the Lateral Sewer Cleanout is the responsibility of the Property Owner. 4. House sewer minimum slope determined by local Building Department plumbing code requirements of the agency having jurisdiction thereover. TYPICAL BACKFLOW PROTECTIVE DEVICE INSTALLATION TYPICAL BACKWATER VALVE TYPICAL KELLY VALVE INSTALLATIONS INSTALLATION Jurisdictional Restrictions Accepted By All Jurisdictions .. FIGURE I FIGURE 2 FIGURE 3 Inetalbd Bela.Grade Installed Below Grade Installed Above Grad. shown Between Street Right-of-Wily and Building Shown At Properly Line Cleanoul Shown Adlace rt To Building Requires Reguly Maintenpnce z Reauiree Minimum Maintenance Reauiree Minimum Moinlenonce Volvo To Be Removable Valve Should Be Removable > VALVE ACCESS BOX FINISH FLOOR 7 rc with/Vented Cover Level o FINISH FLOOR KELLY VALVE ca a' Irish Grade VALVE ACCESS BOX KELLY VALVE Finish Grade Jf'p• Flaisb Grode n � t' n BACKWATER VALVE in F OW OW @' FLOW R_ FLOW P/ Notes: 1. The Backflow protective device to be located on site in the house sewer. 2. The type, location and installation of the Backflow Protective Device shall comply with the local Building Department plumbing code requirements of the agency having jurisdiction thereover. 3. Device to be accessible and maintained by the Property Owner. 4. If a Kelly Valve is installed at Property Line, it is to be readily removable for Lateral Sewer Maintenance. " � ',PERMIT P-16023 `„",raw SANITARY DISTRICT, °i "'. Santa Clara County 20065 Stevens Creek Blvd., Bldg C, Fax (408) 253-5173 Cupertino, California 95014 Phone (408) 253-7071 CONNECTION PERMIT R.O.S./P.M./Tract•'No. O'�l $ Lot No. ?- / q A.P.N.: Book 5 4- /2 Pagee Parcel Date ll&ee Property Owner: 7 N e fJ ✓ C ✓I 6 YQ tJ r) I" Mailing Address: Oct k Va !I 'e-y (If different) I h - .& '50' ..Je- �Qt7 Telephone:` Qvn Gt e1� eA, /,4 rJ -277 I I Sirs: (I/We), being the owner(s) (owner's agent), hereby make application for connection of the property at: 2304 4 e2•4,C Vo G 1. c Y ! 'GAD zwPM2. T/N C) . consisting of the following TYPE OF BUILDING(S): Residential: Single Family '� ; Multiple Family ; No. Units Commercial ; Industrial ; Other ; No. Units do hereby request a permit to connect to the sewer system of the Cupertino Sanitary District. IN CONSIDERATION OF THE GRANTING OF THIS PERMIT, THE OWNER AGREES: 1. To comply with all existing Ordinances, Rules and Regulations of the Cupertino Sanitary District as now or hereafter amended. 2. To maintain the House Sewer (that portion of the sewer within private property) which includes a cleanout (raised to grade and accessible) located at the point of connection with the Lateral Sewer (that portion of the sewer in the street right-of-way or District Easement). 3. To acquire a Plumbing Permit from the (-J of ✓IV Building Department and obtain df the work or inspection and approval by said Building Department prior to covering use of the sewer. 4. To first expose and inspect for serviceability the Lateral Sewer (that portion of the sewer within the street right-of-way or easement), prior to starting construction of the House Sewer. _ 5. Thepermit does not constitute a request for the issuance of an encro ant permit for sewer construction in the streInderground blic right-of-way of the agency having jurisdiction thereover. .. 6. To Service Alert(USA) 1.800.227.2600, at least 48 hours p starting grading or digging operations. SPECIAL PERMIT CONDITIONS(Exhibits): ® A BACKFLOW Protective Device shall be installed on the above property by the owner. Type of device and installation shall comply with the Plumbing Code Requirements of the jurisdiction shown in 3 above. FEES: Connection Permit Fee: $ 76) � , Sewer Service charges to June 30; $ mo. x mo.: $ Inspection Fee for backflow protection device: $ 1 ,50 Considerations and Restrictions of this Sanitary Sewer Connection Permit with attached Exhibits (when noted), are hereby agreed to and acknowledged by the undersigned Owner(or Owner's Agent). Failure to comply will void this permit. ///�_ Acknowledgment:� r _ L2 --- Owner's Agent: 0 &i en (print name) Receipt of$ 2.6 7� acknowledged and permit granted. MARK THOMAS&CO.,, INC., District Manager-Engineer by: Note:See Details on other side of this permit. a I TYPICAL CLEANOUT FOR LATERAL SEWER Distance from Property Line to be as close as practicable, W not to exceed five(5) feet. J T v Removable Cleanout Plug v 0 a. Finish Grade Wye for Riser Sewer Cleanout Box with Lid to be accessible and maintained by property owner. Short length Riser Pipe /8 Bend Adaptor coupling FLOW I aterol Sewer House Sewer Lateral Sewer elope House Sewer slope determined by District determined by building department —CLEANOUT TO BE SAME SIZE AS LATERAL SEWER— Notes: 1. Distance from the property line not to exceed five(5')feet. 2. Property Line Cleanout, Lateral Sewer Cleanout,to be same size as Lateral. 3. The maintenance of the Lateral Sewer Cleanout is the responsibility of the Property Owner. 4. House sewer minimum slope determined by local Building Department plumbing code requirements of the agency having jurisdiction thereover. TYPICAL BACKFLOW PROTECTIVE DEVICE INSTALLATION TYPICAL BACKWATER VALVE TYPICAL KELLY VALVE INSTALLATIONS INSTALLATION dur'mdit ional Restricrons ARCealed By All duriedictions FIGURE I FIGURE 2 FIGURE 3 Installed Below Grade Installed Below Grade Installed Above Grade Shown Between Strest Rieht-of-Way and Building Shown At Property Line Cleanoul Shown Adjacent To Building Requires Regular Maintenance uu Requires Minimum Maintenance Requlree Minimum Maintenance Valve To Be Removable Valve Should Be Removable 1- VALVE ACCESS BOX FINISH FLOOR 7 rc with/Vented cover w o Level of FINIBH FLOOR KELLY VALVE a. �Z c iniell Grade VALVE ACCESS BOX KELLY VALVE _ )` Flnisn Grad. -NF Finish Grade F m f n BACKWATER VALVE FLOW Al FLOW FLOW A/ Notes: 1. The Backflow protective device to be located on site in the house sewer. 2. The type, location and installation of the Backflow Protective Device shall comply with the local Building Department plumbing code requirements of the agency having jurisdiction thereover. 3. Device to be accessible and maintained by the Property Owner. 4. If a Kelly Valve is installed at Property Line, it is to be readily removable for Lateral Sewer Maintenance. . 'Y'�+cc c7�'•K¢a'?Y' ,�I'S"N�.`�"°R„p' 7""^„ .i. r-n. ,_ .. . +,..` ]r- nV^.-e.mr�`.^-•-w,^w.wT...•r-w..,_. ,. •:.t1 {k`. . KYPERMIT P-16066 CUPERTINO SANITARY DISTRICT.. Santa Clara County 20065 Stevens Creek Blvd., Bldg C, Fax (408) 253-5173 Cupertino, California 95014 Phone (408)253-7071 CONNECTION PERMIT R.O.S./P.M./Tract No. 567%5-Al Lot No. '- A.P.N.: Book�/ Page Parcel Date �f � Property Owner: //I L'/ rt3 ✓/�' ✓7 45;r-&U 14 Mailing Address: er-)a kyu#e Y (If different) LGO/ A),IIn -L e� 4. 24 G Telephone: Je5cu" M°- GPS �o Sirs: (I/We), being the owner(s) (owner's agent), hereby make application for connection oft a property at: fL224149 NoyNMOAd WAt , �crV2.(.q �1Nb consisting of the following TYPE OF BUILDING(S): Residential: Single Family—Y—; Multiple Family ; No. Units Commercial , Industrial ; Other ; No. Units do hereby request a permit to connect to the sewer system of the Cupertino Sanitary District. IN CONSIDERATION OF THE GRANTING OF THIS PERMIT,THE OWNER AGREES: 1. To comply with all existing Ordinances, Rules and Regulations of the Cupertino Sanitary District as now or hereafter amended. 2. To maintain the House Sewer (that portion of the sewer within private property) which,includes a cleanout (raised'to grade and accessible) located at the point of connection with the Lateral Sewer (that portion of the sewer in the street right-of-way or District Easement), 3. To acquire a Plumbing Permit from the t of i6Jn �( � 0—, Building Department and obtain inspection and approval by said Building Department p for to covering of the work or use of the sewer. 4. To first expose and inspect for serviceability the Lateral Sewer (that portion of the sewer within the street right-of-way or easement), prior to starting construction of the House Sewer. 5. Thapermit does not constitute a request for the issuance of an encro ant permit for sewer construction in the stre4w Iic right-of-way of the agency having jurisdiction thereover. r 6. To call Underground Service Alert(USA)r1-800-227-2600,at lreast 48 hours prior to starting grading or digging operations: " SPECIERMIT CONDITIONS(Exhibits): FOA BACKFLOW Protective Device.shall be installed on the above property by the owner. Type of device and installation shall comply with the Plumbing Code Requirements of the jurisdiction shown in 3 above. FEES: Connection Permit Fee: $ '74,I 2poo ov Sewer Service charges to June 30, $ �� /mo.x D mo.: $ /-y Inspection Fee for backflow protection device: $ Considerations and Restrictions of this Sanitary Sewer Connection Permit with attached Exhibits (when noted), are hereby agreed to and acknowledged by the undersigned Owner(or Owner's Agent). Failure to'comply will void this permit./ Acknowledgment: �( ' Owner's Agent: 6Adt—,y ABLE�S �i (print name)' Receipt of$ G 2 "Y' acknowledged and permit granted. \ i MARK THOMAS&CO., INC., District Manager-Engineer by Note:See Details on other side of this permit. F N � s, t TYPICAL CLEANOUT FOR LATERAL SEWER Distance from Property Line to be as close as practicable, °i not to exceed five(5) feet. c J a Removable Cleanout Plug al 0 �- Finish Grade Wye for Riser Sewer Cleanout Boz with lid to be accessible and maintained by property owner. Short lengthRiser Pipe 1/B Bend Adaptor coupling FLOW Lateral Sewer House Sewer Lateral Sewer slope House Sewer slope determined by District determined by building department — CLEANOUT TO BE SAME SIZE AS LATERAL SEWER— Notes: 1. Distance from the property line not to exceed five(5')feet. 2. Property Line Cleanout, Lateral Sewer Cleanout,to be same size as Lateral. 3. The maintenance of the Lateral Sewer Cleanout is the responsibility of the Property Owner. 4. House sewer minimum slope determined by local Building Department plumbing code requirements of the agency having jurisdiction thereover. TYPICAL BACKFLOW PROTECTIVE DEVICE INSTALLATION TYPICAL BACKWATER VALVE TYPICAL KELLY VALVE INSTALLATIONS INSTALLATION durieaictianal Reetricnona Accepted By All Jurisdictions FIGURE I FIGURE 2 FIGURE 3 Installed Below Grade Installed Below Grade Installed Above Grade Shown Berthsn Street Riaht-.f-Wcy and Builtllnq Shown At Property Line Cleanout Shown All... 1 To Building Require, Regular Molnbmnae i Requires Minimum MainrenanCe R.I.,., Minimum Mainbnonce Valve To Be Removable Valve Should Be Removable VALVE ACCESS BOX FINISH FLOOR rc ritn/Vantetl Cover Lev of FINISH FLOOR KELLY VALVE tKELLY VALVE ACCESS BOX EFinish GradeFinish Grade f m BACKWATER VALVE FLOW Al FLOW FLOW D/ Notes: 1. The Backflow protective device to be located on site in the house sewer. 2. The type, location and installation of the Backflow Protective Device shall comply with the local Building Department plumbing code requirements of the agency having jurisdiction thereover. 3. Device to be accessible and maintained by the Property Owner. 4. If a Kelly Valve is installed at Property Line, it is to be readily removable for Lateral Sewer Maintenance. City Hall 10300 Torre Avenue .;® Cupertino,CA 95014 _ Phone(408)777.3354 Fax:(408)777-3333 City of - PUBLIC WORKS DEPARTMENT Cupertino ..., To: Joe Antonucci, Building Official Building Departments From: Hermie Bacus, Assistant Civil Engineer Public Works Department Date: 04/13/99 Re: Oak Valley Building Permits File No.: 52,074 «c�t; Tlus memo is to allow your department to issue building permits of the above . prof ect with the following conditions: 1. Issuance of certificate of occupancy or final inspections shall not exceed . forty-four (44) lots without prior approval from Public Works department. 2: ".Issuance of Building Permits shall not exceed eighty-eight(88) lots without prior approval from Public Works,department. 3. NO Building Permits shall be issued for Units 2 and 3. 1 If you have any questions please call me at extension 237. �a at .y rM+ gywre a ya .r app+ r uxr'Ta Y g Printed on Recycled Paper Jain-13-99 03: 25P ENGINEERING WEST 408 295 1570 P.01 • ENGINEERING WEST INC. Faxed to Frank Culum OAK VALLEY DEVELOPMENT CUPERTINO,CA. 1.13.99 1 page • 1(650) 237-0075 DATES AT WHICH EACH ELEMENT OF EACH BUILDING WAS OBSE D AND FOUND IN SUBSTANTIAL CONFORMANCE WITH THE DRA GS. / N.D. = CONSTRUCTION NOT COMPLETELY OBSERVED SCJ 1 J N.A. u NO ASPECTS OF CONSTRUCTION OBSERVED.N.I.C. = NOT IN CONTRACT. NO ASPECTS OF CONSTRUCTION ERVED. • = CORRECTIONS REO D. LIST GIVEN TO CONTRACTOR. Construction release N1 Prlase I Lot I Plan I OPTION n. I istfloorIoo Basle rm . 2 40 11113/a 12/1019 1 1 13 1 6C 1 2 09/28/98. 1 10/09/98 1 11/00/98 1 11113/98 1 12/15/98 1 14 1 2A 1 2 1 15 SD 2 1 17 f 2c 1 18 1 eE 3 12/14/98 1 12/24/98 1 20 1 4B 3/BONUS 12/22/98 2 1 23 1 3A 3 1/12/99 1 21 1 80 3/BONUS 1112/89.(411 1 25 1 5C 3 12/23/98 3 1 20 1 2D 2 01/08/99 27 4C 3 01/05/99 1 28 8B 3/BONUS 12/14/98 01/04/99 • 1 29 7A 2 11/13/98 12/10/9F- 1 30 3C 11!13/98 12/10!98 • 1 31 5B 3/BONUS 1 32 28 1 3 (1) 'LOT 13 PLAN 8C PARTIAL UNDERFLOOR. (OFFICE OPTION) CORRECTIONS NOT OBSERVED. (2) 'LOT 20 PLAN 48; ALIGNMENT OF UNDERFLOOR POST WI 3-ML REVD. (3)*LOT 25 PLAN 5C; 3 HD10'S NEED TO BE RE-INSTALLED. (4) *LOT 24 PLAN 8D; BACK WALL OF GARAGE NEEDS HO BOLT MOVED AND RIM RE-INSTALLED GONZALO WAS INFORMED 1/13/99. Consulting Engineers and Scientists OATe/ . JOB NO, sz 425 ROLAND WAY PROJECT OAKLAND, CA 94621 if, (510) 568-4001 LOCATION TO I i P, 1 Y(er i CONTR R OWNER ` f Date Yi �• '• I I I 1 I"r,(.,(,v WEATHER TEMP. � oat AM / �, • (,t,*at PM Hours Charged To Project 3 Nuclear Density Tests _�� PRESENT AT SR r, .rl Field Task Number V q I Ll 1-1 1 Concrete Cylinders - .�-J t op THE FOLLOWING WAS NOTED: Ove �� I Y r i° z r'L I P � fir, -/ it>I I �� 1�,�P� v'r � 1 i�� Cr) I..r /C L. l l-' /�+.-4-.eL:.J_ 1 "2 l lC� T S r, L 'V'G- (1red � - T v, d / 2 o iqZ r r' r , 1-1 1 r. G r"i/ I_/'" 1 ✓"'�, C v� L r r✓rt 1 I u C. !',i ✓rc, r «'� �l7 � l r` -lid , —r"" L � /= � �� r �C�" i; COPIES TO o SIGNED CLIENT ENGEOGEOTECHNICAL N CAL NVIRONMENTAL CONSULTANTS I N C O R P O R A T E D n ERIALS TESTING L OCT 2 0 2000 D 6 oject No. y 41 6.4.050.01 October 17, 2000 Mr.Pat Burke The O'Brien Group 2001 Winward Way, Suite 206 San Mateo, CA 94404-2473 Subejct: Lot 3-07, Tract -Oak Valley,Permit Number 00010109 21131 Canyon Oak Way Lot 3-11,Tract—Oak Valley, Permit Number B-0495 22101Canyon Oak Way L, t tTract—The Estates, 22200 Canyon Oak Way Pemut Number 99110169 Cupertino, California SEISMIC FRAME INSPECTIONS • Dear Mr. Burke: With your authorization,ENGEO Incorporated performed special inspections and ultra-sonic testing related to the seismic frame installation at the subject property location in Oak Valley,in Cupertino, California. This report is submitted in accordance with Chapter 17 of the Uniform Building Code. Observation and testing services were provided using the approved plans for the following: • Feld welding of the seismic frame moment connections. • Feld welding of,the framing straps. • Ultra-sonic testing of the seismic moment connections. All field welding of the two moment frames at Lot 3-11 was completed prior to the ENGEO representative being notified. The ultra-sonic testing of the complete penetration welds and the visual inspection of the fillet welds at Lot 3-11 revealed no weld discontinuities. To the best of our knowledge and based on our observations, the work requiring special inspection and testing is in conformance with the approved plans, field recommendations of the Structural Engineer, and the applicable workmanship provisions of the Uniform Building Code, except as noted. We make no representation as to the accuracy of dimensions, calculations or any portion of the design for this project. 2401 Crow Canyon Road • Suite 200 • San Ramon,CA 94583-1545 • (925)838-1600 • Fax(925)838-7425 www.engeo.com • E-mail:engstaff@engeo.com Ah The O'Brien Group 4136.4.050.01 • Lot 3-07, Oak Valley; Lot 3-11, Oak Valley; Lot 2-01,The Estates October 17, 2000 SEISMIC FRAME INSPECTIONS Page 2 If you have any question or comment,please do not hesitate to contact us. Very truly yours, ENGEO INCORPORATED Reviewed by: n ��p1ES5,;wg`x4. RobertX. Jo on Daniel S. Ha sch ~ "' rzj/jd:lots 3-07,3-11,2-01 No.Ge'Ou^ U ` cc: 1 -City of Cupertino eN 1 —The O'Brien Group,Mr.Gerry Ploof OF CA��F `` • • RICHARD FOUST&ASSOCIATES Architectural& Engineering Svcs P.O. BOX 720862 San Jose, CA. 95172 Phone(408) 293-2465, (408) 993-9341, Fax(408) 293-2465 • Lic. C3306 20282 December 1, 2000 Building Department City of Cupertino .RE: 23515 Oak Valley Rd., Cupertino, Calif Dear Sir/Madam: We have inspected the swimming pool steel reinforcement at the address stated above. In our observation we found: d• In conformance with the expansive type of soil occurring at the location of the proposed structure, the steel schedule for expansive soil was used from the general detail plan. • ❖ The steel reinforcement layout conforms to the approved plans and is installed pursuant to standard pool construction methods. If you have any questions, please call us at our office. Yours truly, Q OFESS/06, QUO N ASF . c 0581 4 * EXP. iA/ srgT civ1� Pis FOF CAUFp Nhu Nguyen • CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS MEMORANDUM • Date: November 5, 1998 To: Joe Antonucci, Building Department From: Hermie Bacus, Public Works Re: Building Permit The O'Brien Group File#: 52,074 This memorandum is issued to inform your department that the above project has been issued a blanket approval of their building permit. Below lists the addresses of the building permit approved by Public Works. ID# DATE PERMIT# ADDRESS UNIT REMARKS 1 09/23/98 S1574 10759 JUNIPER CT-LOT 13 4 APPROVED 2 10/26/98 S1595 10769 JUNIPER CT-LOT 12 4 APPROVED 3 10/26/98 51604 23545 OAK VALLEY-LOT 30 4 APPROVED 4 10/26/98 51601 23535 OAK VALLEY-LOT 31 4 APPROVED 5 10/26/98 S1602 23525 OAK VALLEY-LOT 32 4 APPROVED 6 10/26/98 51607 23555 OAK VALLEY-LOT 29 4 APPROVED 7 10/26/98 51605 23565 OAK VALLEY-LOT 28 4 APPROVED 8 10/26/98 51975 23575 OAK VALLEY-LOT 27 4 APPROVED 9 10/26/98 51603 23585 OAK VALLEY-LOT 26 4 APPROVED 10 10/26/98 B0271 23595 OAK VALLEY-LOT 25 4 APPROVED 11 10/26/98 B0272 23605 OAK VALLEY-LOT 24 4 APPROVED 12 10/26/98 B0273 23584 OAK VALLEY-LOT 18 4 APPROVED 13 10/26/98 51632 23554 OAK VALLEY-LOT 15 4 APPROVED 14 10/26/98 51596 25544 OAK VALLEY-LOT 14 4 APPROVED 15 10/26/98 52320 22179 HAMMOND WAY-LOT 12 1 APPROVED 16 10/26/98 23545 OAK VALLEY RD-LOT 30 4 APPROVED If you have any questions please call me at extension 237. File: 51,907 i Consulting Engineers and Scientists August 28, 1998 Mr. Chuck Schoenberger The O'Brien Group 2001 Winward Way,,Suite 200 San Mateo, CA 94404-2473 Re: Design Ground Acceleration, Oak Valley Residential Development, Cupertino, California Harza Project No. L840-C Dear Mr. Schoenberger:;, As requested,this letter presents our recommendations on the design ground acceleration for the Oak Valley residential development to be located in Cupertino, California. We previously performed a geotechnical investigation for the project,and the results were presented in our report titled, "Geologic and Geotechnical`Investigation, Diocese of San Jose Residential Development, Cupertino, California," • dated,December 3,1;.1.997. We also performed a geotechnical investigation for the St. Joseph's:Water Tank project adjacent to the residential subdivision, and the results were presented in our report titled, "Geologic and Geotechiiical'Investigation, St. Joseph's Water Tank, Cupertino, California," dated March 26, 1997. In addition,we provided recommendations for seismic design in our letters dated August 6 and 18, 1998, based on conditions presented by the City of Cupertino Building Department for building permit approval, as summarized in their memorandum to Harza dated August 4, 1998. Based on recently,published data on Monte Vista fault, we performed probabilistic seismic analyses for .,the residential site on the Monte Vista fault and the design earthquake information table contained in our'March 26, 1997 repok(page 5)was revised incorporating the probabilistic seismic analyses results for Monte Vista fault. The revised table is presented below. In-consideration of its potential for high magnitude earthquakes and its proximity to the residential subdivision, we believe that an average value of the calculated design basis ground acceleration using the three different attenuation equations with respect to San Andreas fault is appropriate for the residential division design. Therefore, a design basis ground,acceleration of 0.5g is considered .applicable to the subject site. Harza Engineering Company, Western Division \ .C840CLrR.004 • 08/28/98 425 Roland Way Oakland, California 94621 Tel: (510)568-4001 Fax: (510) 568-2205 C Office Locations: Bellevue,WA Potllantl,OR Oakland CA Salinas,CA Los Angeles,CA La Jolla,CA C� Y Fault System Shortest Campbell('93) Idriss('93) Abrahamsom & Silva Generating Distance Bedrock Accel.(g's) Bedrock Accel.(g's) ('95) Earthquake From Site, Upper Bound/Design Upper Bound/Design Bedrock Accel.(g's) (Miles) Basis Basis Upper Bound/Design Basis Calaveras 18 0.05/0.04 0.07/0.06 0.08/0.06 Hayward 15 0.15/0.11 0.28/0.22 0.28/0.22 San Gregorio 15 0:11/0.07 0.21/0.13 0.21/0.14 San Andreas 3'h 0.51/0.35 0.65/0.51 0.81/0.61 Sargent 16 0.06/0.04 0.07/0.05 0.07/0.05 Berrocal/Monte <1 0.55/0.14 0.50/0.18 0.68/0.19 Vista Our services were provided in accordance with generally accepted geotechnical engineering practices and principles. We appreciate the opportunity to be of continued service to you on this project. if you • have additional questions or require additional information, please do not hesitate to call this office. Sincerely, Harza Engineering Company of California oQQOFES5I \ ` Corey T. Dare, P.E., G.E. h�'� ,H T. Q,EGd� Ronald L. Bajuniemi, ., E. Project Manager ;, O� �9m 1; Chief Geotechnical ngineer GE2013 No.2013 Exp.6-M2 r? ASW/CTD/RLB:s d}0,OrEcliA PQK4e Copies: Addressee(1) qTf OF C NIL Mr. Doug Eikenbary(The O'Brien Group-1) Mr.Gerry Ploof(The O'Brien Group—1) Mr. Kevin McGinnis(Engineering West-1) Mr. Dan Schaefer(Brian Kangas Foulk— 1) Mr.John Wallace(Colton,Shires&Associates. Inc.— 1) Mr. Bruce Donoghue(City of Cupertino Building Department—1) L840CLTR.004 • 08/28/9R 2 -� AJZZA _v ^^ ! ARZ Consulting Engineers and Scientists • August 18, 1998 Mr. Chuck Schoenberger The O'Brien Group 2001 Winward Way, Suite 200 San Mateo, CA 94404-2473 Re: SeismieDe isis rWG. 'ter' Oak Valley Resid, tial Development, Cupertino, California - f arza�P o�tacLtVo. L840-C Dear Mr. Schoenberger: As requested, this letter presents our supplemental recommendations for the seismic design of the Oak Valley residential development to be located in Cupertino, California. We previously performed a geotechnical investigation for the project, and the results were presented in our report titled, "Geologic and Geotechnical.lnvestigation, Diocese of San Jose Residential Development, Cupertino, California," dated December 31, 1997. We also performed a geotechnical investigation for the St. Joseph's Water • Tank project adjacent to the residential subdivision, and the results were presented in our report titled, "Geologic and Geotechnical Investigation, Si. Joseph's Water Tank,,Cupertino, California," dated March 26, 1947. ' In addition; we provided,recommendations for seismic 'design in our letter dated August 8, 1998, based on conditions presented by the City of Cupertino Building Department for . building permit approval, as summarized in their memorandum to Harza dated August 4, 1998. Per the City's memorandum, seismic design parameters were developed in accordance with the design procedures presented in the 1997 version of the Uniform Building Code (UBC). The seismic design parameters presented in our August 8 letter were based on an earthquake occurring on the San Andreas fault, located about 4 miles southwest of the site. We subsequently evaluated the near-source factors per the 1997 UBC based on an earthquake occurring on the Morita Vista fault, located about 600 to 1,400 feet southwest of the site. The Morita Vista fault(with magnitude of 6.8 and slip rate of 0.4 mm/year, as recently posted by CDMG) should be considered as Type B as defined in Table 16-U of the 1997 UBC. Near-source factors Na=1.3 (per Table 16-S) and Nv=1.6(per Table 16- T) were obtained for the site with respect to the Monta Vista fault. By comparison, the San Andreas fault should be considered as a Type A fault, with near-source factors Na 1.14 and Nv=1.48. We note that the return period for a 6.8-magnitude earthquake on the M6nta:Vista fault is estimated to be about 2,410 years. The return period for a 7.9-magnitude'earthquake'on the San-Andreas fault is estimated to be about 210 years. • Harza Engineering Company, Western Division. L840C1.TR.003 08/18/98 425 Roland Way Oakland, California 94621 Tel: (510) 568-4001 Fax: (510) 568-2205 Office Locations: Bellevue,WA • Portland,OR • Oakland,CA Salinas,CA Los Angeles,CA La Jolla,CA 4 I , • Therefore, in our opinion,the near-source factors for the San Andreas fault presented in our letter dated August 8, 1998 are more appropriate for the subject project than those based on the Morita Vista fault. We also performed probabilistic seismic analyses for the residential site using the site geological information and subsurface soil conditions contained in our December 31, 1997 report. Contributions from six active or potentially active faults (Calaveras, Hayward, Morita Vista, San Andreas, San Gregorio, and Sargent-Berrocal faults)were considered in the analyses. Our analyses indicated that the site will have a mean peak ground acceleration (PGA)of about 0.25g, corresponding to a seismic event with a 100-year return period. The ground surface shaking data presented in our geotechnical investigation for the adjacent water tank was based on earthquake events with return periods of 475 years and 949 years, respectively. In consideration of the nature of the proposed residential structures, it is our opinion that (1) designing the residential structures for 475- and 949-year return periods is overly conservative, and (2) the City's currently adopted building code for residential structures is appropriate for the subject project. Our services were provided in accordance with generally accepted geotechnical engineering practices and principles. We appreciate the opportunity to be of continued service to you on this project. If you have additional questions or require additional information, please do not hesitate to call this office. • Sincerely, Ha�rzzaa ?Engineering Company of California Corey T. Dare, P.E., G.E. Ronald L. Bajun' i, P. ., G.E. Project Manager Chief Geote nical En ineer GE2013 ASW/CTD/RLB:sj Copies: Addressee(I) ESSIO Mr. Doug Eikenbary(The O'Brien Group-1) Mr.Gerry Ploof(The O'Brien Group—1) Co 7p Mr. Kevin McGinnis(Engineering West-1) ca Mr.Dan Schaefer(Brian Kangas Foulk— 1) �0 W9013 Mr.John Wallace(Cotton.Shires&Associates. Inc.— 1) �F �rgrfOF CAItF�� L840CLTR.003 • 08/14/98 2 ,A` ' �'t/�RZA V ' �y COTTON, SHIRES & ASSOCIATES, INC. j 5000NSULTING ENGINEERS AND GEOLOGISTS • ,,`* {,_ September 2, 1998 C3007C TO : Bruce Donaghue Assistant Engineer CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 SUBJECT : Supplemental Geologic Review RE : Diocese of San Jose Residential Subdivision Cupertino,California At your request, we have completed a geologic and Geotechnical review of the subject application using the following documents: • Seismic Design Criteria (letter), by Harza Consulting Engineers and Scientists, dated August 18, 1998; and • Revised Seismic Design Criteria (letter), by Harza Consulting Engineers and Scientists, dated August 28, 1998. In addition to the above referenced documents,we have reviewed pertinent technical data from, our office files and. performed ,telephone ;conversations with .the project 'geotechnical engineer and developer,.and attended.two recent.meehngs at -the City offices • with the protect geotechntcal,engineer,developer and City representative. ., t ; DISCUSSION Based upon our discussions with the City, it is apparent that the seismic shaking criteria provided by the project geotechnical consultant in their March 26, 1997 report, was not incorporated by the structural engineer into the final residential design. In addition, it appears that 1997 UBC criteria for seismic shaking was not provided to the structural engineer. During the August 28, 1998, and September 1, 1998 meetings with the City, Project Geotechnical Engineer, and City Geologist, it was decided that the Project Geotechnical Engineer would provide a revised seismic shaking value to the City for review by the City Geologist. This seismic shaking value would be based on an average of the referenced, author's attenuation relationships for probabilistic seismic analyses of either the San Andreas or the Monta Vista faults. The seismic shaking value selected would be the larger of the two averages. This seismic shaking value would then be considered along with 1997 UBC base shear values and a suitable value would be incorporated into the project design by the Project Structural Engineer. CONCLUSIONS AND RECOMMENDED ACTION - Our review of the referenced August 28, 1998 letter, indicates that the project geotechnical engineer has calculated an average;seismic shaking.of 0.5g to be used as a basis for' residential design."This value was determined from attenuated,accelerations generated • by}He San Andreas Fault, and is based on an average,of probabilistically generated, Design Northern California Office Southern California Office 330 Village Lane 5245 Avenida Encinas • Suite A Los Gatos,CA 95030-7218 Carlsbad,CA 92008-4374 (408)354-5542 •Fax(408)354-1852 (760)931-2700 • Fax(760)931-1020 e-mail losg@csageo.com e-mail:carl@csageo.com Bruce Donaghue September 2, 1998 Page 2 C3007C • Basis earthquakes. It is our opinion that the seismic shaking value of 0.5g. provided (an average of several author's recent attenuation relationships) is appropriate for incorporation into the design of the residential structures. We further concur that the San Andreas is the controlling fault at this location, and due to the lack of reliable information on the Monta Vista fault, should be used for the basis of seismic analysis. The project Geotechnical Engineer should review the project plans and design criteria to ensure that his recommendations have been incorporated into the final project design. This review has been performed to provide technical advice to assist the City in its discretionary permit decisions. Our services have been limited to review of the documents previously identified, and a visual review of the property. Our opinions and conclusions are made in accordance with generally accepted principles and practices of the geotechnical profession. This warranty is in lieu of all other warranties, either expressed or implied. Respectfully submitted, COTTON, SHIRES AND ASSOCIATES, INC. CITY GEOTECHNICAL CONSULTANT David T. Schrier / Senior Geotechnical Engineer GE 2334 William R. Cotton Principal Engineering Geologist CEG 882 WRC:JMW:DTS:st • COTTON, SHIRES& ASSOCIATES, INC. ENGE0GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS l N C O R P O R A T E D MATERIALS TESTING Project No. 4136.4.050.01 May 22, 2000 Mr. Pat Burke The O'Brien Group 2001 Winward Way, Suite 206 San Mateo, CA 94404-2473 Subject: Tract-Oak Valley Lot 5-18, Permit Number S2844 10908 Sycamore Drive Lot 5-21,Permit Number S2847 23645 Oak Valley Road Lot 4-33,Permit Number S2840 23515 Oak Valley Road Cupertino, California SEISMIC FRAME INSPECTIONS Dear Mr. Burke: With your authorization, ENGEO Incorporated performed special inspections and ultra-sonic testing related to the seismic frame installation at the subject properties located in the Oak Valley subdivision in Cupertino, California. This report is submitted in accordance with Chapter 17 of the Uniform Building Code. Observation and testing services were provided using the approved plans for the following: • Field welding of the seismic frame moment connections. • Field welding of the framing straps. • Ultra-sonic testing. To the best of our knowledge and based on our observations, the work requiring special inspection and testing is in conformance with the approved plans, field recommendations of the Structural Engineer, and the applicable workmanship provisions of the Uniform Building Code. • ?401 Crow Canyon Road • Suite 200•San Ramon,CA 94583-1545 • (925)838-1600 • Fax(925)838-7425 www.engeo.com • E-mail:engstaff@engeo.com r t' The O'Brien Group 4136.4.050.01 f Tract-Oak Valley May 22, 2000 SEISMIC FRAME INSPECTIONS Page 2 We make no representation as to the accuracy of dimensions, calculations or any portion of the design for this project. If you have any question or comment,please do not hesitate to contact our office. Very truly yours, ENGEO INCORPORATED Reviewed by: 4� Jf Robert X.Jo on Dan Haynosch v rxj/ce:seismic cc: 1 —City of Cupertino I —The O'Brien Group,Mr.Gerry Ploof W 0887 OF C City Hall 10300 Torre Avenue &C, Cupertino,CA 95014 Phone(408)777-3354 Fax: (408)777-3333 SII PUBLIC WORKS DEPARTMENT 11p Ert1110 emoran To: Joe Antonucci, Building Official Building Department From: Hermie Bacus, Assistant Civil Engineer Public Works Department Date: 06/10/99 Re: Oak Valley Building Permits File No.: 52,074 • s This memo supercedes the one dated April 13, 1999. Public Works Department , has cleared Building Department to issue building permits of the above project t; with therfollowing conditions: 1 Issuance of certificate of occupancy or final inspections shall not exceed forty-four (44) lots without prior approval from Public Works department. 2 Issuance of certificate of occupancy shall not exceed fifty percent(50%) of the homes in Area 1 and Area 4 without prior approval from Public Works department. Ijyou have any questions please call me at extension 237. I - - Printed on ReCYCled Paper � HT0TT CUPERTINO SANITARY DISTRIC O 9t� D ° - SANTA CLARA COUNTY FEB �+ 2 1J99 DISTRICT MANAGER-ENGINEER 20055 STEVENS CREEK BOULEVARD, BLDG. 0 CARD OF DIRECTORS CUPERTINO,CA 95014-2330 CURTIS B. HARRISON, PR Es. MARK THOMAS & CO. INC. PHONE (40a) 253--)DTI FAX(408) 253-5173 yt CHARp A.�FE LLOW B,sECTY. DISTRICT COUNSEL GARY G. STOKES PHILIP O. ASSAF OF WENDELL H. KERR,JR. STURGIS. NESS, BRUNSELL& ASSAF February 17, 1999 File: CuSD 98-01 (98037) Pat Burke, Project Coordinator O'Brien Group Oak Valley Court Team 11018 Sycamore Drive Cupertino, CA 95048 Re: Tract No. 9054, Oak Valley, Cupertino Dear Pat: The Cupertino Sanitary District will allow the installation of the "property line" cleanouts at or near the back of the joint trench for this subject development and maintain the laterals from these "property line" cleanouts per the following conditions: The cleanouts be accessible and serviceable. The District shall only be responsible for the repair or replacement of any sewer lateral within the Public Right-of-Way per District Policy. The District is authorizing this arrangement to accommodate the,developer and parcel owners and not as a change to established District Policy. If you have any questions please call. Very truly yours, MARK THOMAS & CO. INC. District Manager-Engineer Phillip R. Savio PRS/CHB:Iw • /c: Community Development Department— Building, City of Cupertino SUPPLYING SANITARY SEWERAGE SERVICES FOR: ' CITY OF CUPERTINO, PORTIONS OF THE CITIES OF SARATOGA.SUNNYVALE AND LOS ALTOS AND SURROUNDING UNINCORPORATED AREAS FIRE DEPARTMENT FIRE SANTA CLARA COUNTY • 14700 Winchester Blvd., Los Gatos, CA 95032-1813 (408) 378-4010 (phone) • (408) 378-9342 (fax) City of Cupertino Building Department Attention Mr. Tim Orbea 10300 Torre Avenue Cupertino, CA 95014 Subject: Oak Valley tract homes Dear Mr. Orbea, This is to verify that this department has already performed plan reviews on the models 1, 2, 3, 4, 5, 6, 7 and the BMR units of new homes currently under construction at the Oak Valley residential development in the city of Cupertino. All of the above models or plans have been approved for building permit. issue subject to the following blanket conditions by this department: •' 1) As this entire project is located within the hazardous fire area, all homes shall be provided with a Class "A" roof assembly to the satisfaction of the City of Cupertino Building Department. 2) Roadways shall be installed to the first lift of asphalt prior to combustible framing materials being delivered to the site. 3) Fire hydrants shall be installed and be'operational prior to combustible framing materials being delivered to the site. These conditions are still in effect for any new submittals for this project which may be received by the Cityof Cupertino Building Department. This department does not need to be copied with the future submittals however. This blanket approval does not apply to any custom lot development within the project. Should you have any questions, please feel free to contact myself. I may be reached at 408-378-4010. Sincerely, Wayne A. Hokanson Deputy Fire Marshal Il Fire Prevention Division A California Fire Protection District seruing Santa Clara County and the communities of Campbell, Cupertino, Los Altos, Los Altos Hills, Los Gatos, Monte Sereno, Morgan Hill, and Saratoga Check Date: 99 Check: 9067103/16/19 - I RETENTION AMOUNT DATE REFERENCE .00 10000.00 , Vendor: CITYCUPR CITY OF CU INV. N0- --- J ' JOB O/L COST FEE 03/16/19995PECIAL INSPECTION FEE - f - 10000.00 ____ -----`---- .00 10000.00 _ 109 13003 3002 FEE . a Totals �.i I 4 CITY OF CUPERTINO • l�ECEIPT No. 1344 • FROM ED ADDRESS . CASH CHECK--T-MONEYj) ORDER / O�/7/ DOLLARS CENTS • i 0 ev • . 0 0 RECEIVED BY 16528 CROWN BUSINESS SYSTMES,INC. (800)0432975 ~ O6—er1-1999 10:02AM FROM Kutzmann Assoc TO 14027773333 P.01 FAX TRANSMITTAL. Date:99 I u le, L, FwCEEVED Fax Number: d 77 JUN 0 71999 BLDG.INSPECTION DEPHnl TIENT' Attention: D /TK rt J cep CITY OF CUPERTINO i / - ' From:: 'Cal cf'a 17' 19 A i �� - j Regarding: QU`F0 p popy Number of pages sent (including this page):_ ! If you didn't receive the listed number of pages or if questions , please call. I S Cal Z Sem I 2• is l e.te.-i0. 13 � � Lij a i. ! Lle-- ! 1194 ! w 1997 �' JEs f�fscS -- j. PS KUTZMANN & ASSOCIATES INC.. i. 39355 California St,!, Suite 200 Fremont, CA 94538 C] TEL: (510) 796-3003 U FAX: (510) 1796-9422 06-01-1999 10:03AM FROM Kutzmann Assoc TO 14087773333 P.02 ZO'd OLST S62 Ooh Wkl9O:Ot '6691-w'-SO ENGINEERING 'WEST coNswiuG'ENGINEEASINC. Ma 24, 1999 j y: j The O'Brien Group 2001 Winward Way, #200 i San Mateo, CA 94404 k: Attn: Dan Cathcart Re: Oak Valley Subdivision Cupertino. CA. I Dear Mr. Cathcart i i It has been brought to our attention that a clarification Is needed to meet varying field conditions In regards to the specified isolated pierfpost detail at jtha above referenced project. Attached are two details, details 7A and 76 of SO-1, each of which ar options w be used per your preference. Pte®se note that these are typical detain j • to replace detail 7/SD-1 of the original plans, unless noted otherwise on tha plans. We trust this addresses your concerns. If we may be of any furnet. I assistance, please do not hesitate to call. I Sincerely, j j ENGINEERING WEST Consulting Engineers, Inc. Kevin M.McGinnis Design Engineer QPpFESSIp, Rev' O I =10'r ler � cS�ri`�o. E Enc. 9OpCAUEQ�� • KAAM/vih � I i I 563 Meridian Ave., Suite A • San Jose,Callornia 95126 • FAX: tromm•tsx • Tel:(409)295-9710 i 06-01-1999 10:03AM FROM Kutzmann Assoc TO 140E7773333 P.03 I, ll O"T 96Z 8017 WH4E=60 664T-gam 58 I G OAK VALLEY HFLA. 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DET. py Ii7 QpFESS�p , I' p I � 0.. llp.>?001' 77 CA I OAOIDI EN INEERING MST CONSULTING ENGINEERS,INC C) V a 1 M MEN alV rl In 4ernational Conference of'Building Official ROBERT XAVIER JOAKIMSON CERTIFIED SPECIAL INSPECTOR - PRESTRESSED CONCRETE 1994 EDITION OF UBC & ASTM STANDARDS R, ;� N -� The individual named hereon is CERTIFIED in Cne categorV shown, having been so certified pursuant CO , successful completion of the prescribed written - , examination. = Expira Cion Dates b 199�8� No. 44039 // ,t h^/./1i n Z Not a l un ew y Ce Irica e 0 er. Co IC30ce.rrircatrnn aur!tt to cnmoere t' o»Irdye ai rnde!ane rrandard<_ v vl pWo;� ApoLcdblr r.prn..•nre lhnuld be .'!•:ned b':local `' Ila eco CL InternationalCD a conference of Building Officials ; a 010 Robert X. Joakimson Cal ca r CERTIFIED SPECIAL INSPECTOR . r y; C7 Reinforced Concrete i Si! ? �p 1997 Uniform Building Code p The individual named hereon S CERTIFIED in the Category r/ shown,Having been so certified pursuant CO successful completion of Me prescribed wriCcen exam) at On. .. Expiration dace:January 1OQ•1� ` .. _ NO. 0847455-88 NOC vahtl Un12SS s19n2by C2rLd cat"1CIC of IC30 cert to o Attests to mmpr'enn' o :e?x•or core• nc:.'a ca._t •eplic2c!cd _e"c'c_:i-ou'e be'ertled d, v -- _ -�-�- international• W a Conference of Building officials ROBERT XAVIER JOAKIMSON > 2 CERTIFIED SPECIAL INSPECTOR (I IL A STRUCTURAL STEEL AND WELDING ,� �m �^ g Xf y 1994 EDITION - UNIFORM BUILDING COOS I;. Z Tne individual named nereon is CERTIFIED in irle.a Ca SCr; 6•• F 9 snown,having been so certified oursuanC CO successful i !7 ,a.n+g ,� • 'J completion of'Che prescribetl [[ e,�ca nation/ p & 7 $i^ Its s Expiration dale: July ,3,70 /. I / i 6_ �R Q Nd. aasa, le '/ /%r// i AAA n � Not valid unless sig eg•by certificate nolder. t, 1535� > O R. IC30 Gemination auras to comperent 6n v;,der ui cadet ane Ganda:d1. >S �o n O w "y Applicable csprr,rncr rhauid be•eriired by local IurnelcUont. .. to J� e p z International - Conference of Building Officials ROBERT XAVIER JOAKIMSON CERTIFIED SPECIAL INSPECTOR STRUCTURAL MASONRY - '--------- 1994 EDITION - UNIFORM BUILDING CODE The individual named hereon is CERTIFIED in the category shown, having been so c5.ctified pursuant to successful completion of the oras AU 'dntty e inaa nn... Expiration date: Ma9 / Na. 40743 %/(jl/{s/ + / �✓_ Not valid unless signfd y certificate nmOer. Jcso certi/iearion attests to compere no..ledge of cotes ant standards. App OGaore espenence s, ,vId be verdied e, iacal lmisdicusrns. • 05/25/1999 . 22:09 3329539 WILRICK INSTITUTE PAGE 11 THE FACE OF THIS DOCUMENT HAS A MULTI COLORED BACKGROUND ON WHITE PAPER "t<r^ } IS�nv.�.......,. k � r r r, Y?, iy`:'14"i:�y ':''1. ` *A.yy:1v nr.yY"1•r"A ,I^. •fie },:�:J i '! ! : f�'j' J' INTERNATIONAL CON0Ei8NCE 08 HOILDZNd OP$ICIAL8 IN . ,41 MANUEL C. SARAGUN 150 Canyon DR Oroville, CA 95966 SSN: 559-37-3496 ,.•�;':.� °"iM, , ? `;,^, BDATE: 12/10/60 r :1 :,...... ASI ID: 32-17S-32014419 EXAMINATION: STRUCT. 9TEBL/WZLDIN0:,.' '-', y :y EXAM DATE: 04/26/99 EXAMINATION RESULT: PASA a Cong atu�ationsl You have passed the ICBO voluntary certificatidik:!< '''sf r exam n t}on listed above. our ICBO certificate and wallet ca'rd:,ih'�'l•,� be mai ed to you by ICBG within six weeks. `•'` It is a tremeI important that you notifyASI of any change¢ 'in ,:'^ •..,.: < ..: name an or ad�ress to avoid the possibiity of your cert�.facata s.,;.,i:,;• not being received. Please Contac ASI at 800-275-8301 w th. chan Ae r� to our name and address. There may be an additional fee if a A .. 'r certification is re-issued due to a misspelled name. ¢I 'Y. I sa , o .� n WefdiingSodety ON Certfi is that WeCdtng Inspector a Do4fas R McDonafd oQ has wmptred with the requirements of Section. 6.1 �. of the A7NS Standard for Q,uuCrfic Wn and Certci'cation of`YileWng Inspectors Qf-1-36 96010831 n� SIDEMAWS 0 Q V Q ce+nlrArE rivaaeER o� "�`'� January 1999 ��. crwR aunll�canoN coMMmEF ��C � rn /� RAPUYM;WMMWMWCAWFM aimmm wNcotil� m� O vxmnrnNo oauwlola owe .� 0 0 0 o A o A o 0 ®198J Mnercan Wdmng Sorely-FB - 05-.19-1999 03:53 PM FROM Kutzmann Assoc TO 14087773333 P.01 • May 19, 1999 CUP9911T I City of Cupertino Building Department 10300 Torre Avenue Cupertino, 'CA 95014 Attention: Joe Antonucci, Building Official I li Re: Plan Review: OAK VALLEY- REVISIONS N ? 41999 j Address: ALL LOTS MpY i Dear Mr. Antonucci: BlDG.1G OF CUPEFT NOMENT We have received the following documents which we are returning herewith: ' l 1. Plans: None included. I 2. Structural Calculations: (1) Letter, 8 pages total', dated May 13, 1999 and, prepared by • Engineering West. I These documents were reviewed for their conformance to the 1994 Uniform Building Code. i We find these documents satisfactory subject to the following.condition: i 1. Wet signed copies of the revisions shall be submitted to the building department for your records. Sincerely, CJT( 00 IN AOT NO C DES AND ORDINANCES CUPER Kei Chanee�,f;cations MUST. Structural Engineer yQys yet of P at all times and it is un tA 1 the IoC 4yr0 efm at eltemdons IWy'�^10 NYyd£ anJ ett((amWn'1C811 P b: „t i0j andel sP afrtr6ons �ih�@l.�t�s�:t$�'t�li�e�il'Yrr�t�tt U to.be,en zl+,hAlk Iftf�i � . � COM �q an,Y ��F6CE � �� L KUTZMANN & ASSOCIATES, I1�ICC. 39355 California St., Suite 200 Fremont, CA 94538 D TEL: (510) 796-3003 0 FAX: (510) 796-9422 05-19-1999 03:53PM FROM Kutzmann Assoc TO 14087773333 P.02 i I EO'd 04Si S62 Bev bidZb:SO 6661-bid i � I ENGINEERING WEST CONSULTING ENG{NEERS INC. May 13, 1999 The O'Brien Group 2001 Winward Way. 4'200 San Mateo, CA 94404 Attn: Dan Cathcart; i Re: Oak Valley i Dear Mr. Cathcart, We are writing this letter in order to confirm the adequacy of the following Items as alternatives and/or repairs for the locations noted at .the above referenced project. • 1. Anchor bolts'(mudsill anchors) may be added to an existing foundation stem wall using 5/8" dia. All-thread rods embedded 5' wMmpson ET22 epoxy. An edge distance of 2' is required. 2. The attached detali 7JSD-1 has been revised in order to accommodate short underlfoor posts'and Simpson•postbases. 1 i 3. At the Dian type 2-0, the sloping .6x8 beams behind the entry may be replaced by DBL.1 314 x 11 718 microlam beams. See attached calculation. 4. At the rear of all plan type 6's, a 6x10 D.F. #1 header over the exterior double doors in the family room is adequate instead of the originally specified 4xi 2 or 6x12. See attached calculation. 5. At exterior line locations, the bottom chord of the first floor TJI floor joist must bear a:minimum'of 1.5• on the mudsill. Installation should.occur so as to prevent splitting of both the bottom chord of the TJI joist and the mudsill. if conditions exist where there is a point bad from above (i.e., post above) there shall be a solid underfloor bearing block that matches the',plan dimensions of the post'above. i' 555 Meridlan Ave., Suite A. San Jose, California 95126 • F/l)C oM z 15m • Tal: (408)295-9700 05-19-1999 03:54PM FROM Kutzmann Assoc TO - 14087773333 P.03 i E0'd MST SGZ 800 wclz 6 666T-4I7S0 ' May 13, 1999 I i lWe trust this addresses all the current questions(tems pertaining to us. Please feel free to call if you have any questions. Sincerely, ENGINEERING WEST Consulting ngineers, Inc. I i I Kevin iM. McGlnnis Design Engineer • R d By: I D. O'Kelley. S E. for Engineer I Enc. KMM/vih ; i i • i i i 2 I 05-19-1999 03:54PM FROM Kutzmann Assoc TO 140E7773333 P.04: i CO'd OLST S6Z SOP WdZb:TO 6661-V*M • F3W—T-7WO am GROUP OW—TVATUYO j KM SAN MATED,CA CUPUPERTINO, GA FRAMING 2 00)- E, :� [ "IeW 6x'R AND Z--m. L h)( 11,970) ` A 411,Ze7 W,%o in I I • i fcYz. (o X i Ci i i ENGINEERING WEST CONSULTING ENGINEERS,INC. 05-19-1999 03:54PM FROM Kutzmann Assoc TO 14087773333 P.05 I I 50 d OLST S62 80b Wd£b:TO 6661-bi-50 i • R0. OAC VALLE fWD FL 7KMTSAN MATEO, CA CUPERTINO, CA FRAMING I /1 =TEM X70 . it CkwL 6Xto Ay 0VM .961k .(ems C;rXi `/ T 6 TJ AN FAM!vr IZ� BEAR REAR HmM. LENGTH OF BEAN . 10.5 ft i ++ LOAD TYPE At - 1,5 - CONCENTRATED LOAD (0) 3 - TRIANGULAR LOAD IFMMBING 2 - VNIFOR31 LOAD (1/,) 4 - TRIANGULAR LOAD DECRSASINC (1/,.) e+ APPLIED FORCES ++ LOAD DEAD LIVE TRIB FACTOR - D-TOT L-TOT TOTAL . TYPE LOAD rnxn ,(ft), i or 23 16 8 I'. 184 128 312 17 0 :9 1 153 '0 153 14 40 '1 1 14 .40 54 23 16 12 1 46 32 78 is 0 ,.1 1 15 O 15 2 START(ft)- 0 OOVLR(ft)= 10.5 416 200 612 -------- -- T-----tet OUTPUT at ----=--------- ----------- i REACTION Lr 3213 ' lbs. REACTION R= 3213 lbs. OL REACT L. -2163 , lbs. OL REACT R= 2163 Lbs. LL REACT Lm 3050 lbs. LL REACT A. 1050 lbs. RF LL A L- 52.50 ft-2 RF LL A R. 52.90 ft-3 i FIX LL A ZT 5.25 ft-2 FLA LL A R- 5.25 ft-2 • NAXIRIM RONENT - 2.02. IN.-RIPS. ** DESIGN *+ NOM INERTIA RHQ'D-: .184 in-4 L 8 MAX. MON. a 5.25 ft ^ SECTION MOD RHQ•Dw: 59 in-3 Fb - 1687.5 psi AREA LEFT REWO =, 38.88 in02 Fv - 106.25 AREA RIGHT REQ'D =' 36.88 in-2 R = 1.6 s 10-6 Psi DEFLECTION TL 0.25 in LDP - 1.25 I L/740 ,,L/360 allw- 0.52 0.39 in 0.0 ! OVER DEPL. LL 0.08 in DEFL. DL -- 0.17 in f USS 6 X 30I I I BEAK REAR HDA. N/O RF LS. LENGTH OF BEAR - 10.5 ft ++ LOAD TYPE ++ - .115 - CONCENTRATED LOAD (1) 3 - TRIANGULAR LOAD INCREASING (0/,) 2 - UNIFORK LOAD (1f,) 4 - TRIANGULAR LOAD DECREASING (1/.) •+ APPLIED FORCES as IM LOAD DEAD LIVE IB FACTOR D-TOT L-TOT TOTAL TYPE WAD LOAD (ft) 0 or 1/, � 23 0 448 1 194 0 184 L7 0 9 1 153 0 153 14 40 .1 1 14 40 54 23 0 .2 1 46 0 46 is O 1 1 15 0 15 2 START(ft)- ' 0 COVER(ft)- 10.5 412 40 452 -------------------�_�- -- --__--- - --__-� I as OUTPUT •+^ REACTION L= 2373 lbs. REACTION R- 2373 lbs. OL REACT 1- 2161' 'lbs. DL REACT R= 2163 lbs- LL REACT L- 210 lbs. LL REACT A. 210 lbs. RP LL A L- 0.00 ft-2 RF LL A R= 0.00 ft-2 FL.R LL A I- 5.25 . ft-2 Fix LL A Re 5.25 ft-2 - MAXIMUM MOMENT = 74 IN.-IQ PS. •• DESIGN +• _ ROK INERTIA REQ'D-. 136 in-4 L B MAX. NON. - 5.25 "ft SECTION HOD REQID- 55 in-3 Fb - 1350 psi I AREA LEFT RBQ•D 35.89in-2 Fv = 95.00 psi . AREA RIGHT REQ'D a: 35.89 in'2 B = 1.6 X 10-6 psi DEFLECTION TL 0.19 in LDP - 1.00 L/240 ,L/360 aIIWw 0.52 , 0.35 in 0.0 f OVER DEFL. LL _.� O.OZ in OWL. DL = 0.17 in ! i USE 6 x iD '- cis ENGINEERING WEST CONSULTING ENGINEERS.INC. 05-19-1999 03:55PM FROM Kutzmann Assoc TO 14087773333 P.06 90'd OGST SSE 904 WdEh:TO SGGT-bT-SOi , { i • .5199 THE O'BRIEN GROUP OAK VALLEY UNOERFLR:POST I' KM SAN MATEO, CA CUPERTINO, CA DETAIL REV. I• I I II I I t , A STVDn4LL, 6 OCOERS _ rx— PLOCR R•l/m. 6516 COIL 0a'RAP•• rJ1 DLKY. i J6C PM B.K. 7yS--- —. ry-.�pR POST.A6 OCGMJ 6A®CR$T.PLAN' SEC PLAN .SfM► POS'POSr 9^56 RNo) POST on aLK.Nr.� � LOP-.PLa6STAL • PEAL MW.,0 10PAD GRADE .50.oa RND.GONG.P6ES7AL 6' DEST n Ar CP ALL POSTS � I ' —W A7 C, OF pEDG5TAl.T'P. --3-V AT IYoL.GT..AT BOTf OP PT63. (Nor IREOLM=AT 10'DIA.PrOW in PDG 5O.Pr6,OR RWTAN9ILAR Pr6. SEE PLAN. I go PLAN Ii CARE-Wb SE TAKEN r0 M%=THAr 0110e ML POSTS SNORTER _ THAN 6'DO NOT SRR.To PREVENT 6=04 00apANCE9 PROVIDE 704E SPIEGNIED POSf AS A B ACING BLOCK(6RAIN n WSD I`VXJ 0NTAL)OP ECUAL 64RDER � PVD7N x O'•6' OEN LONE. TCR ON POST GAEL 0"001V-WoPROV)DE RLL NV6NT 40W..CO .PMW*fAL iQTN'ur P057(OR m4a<4. . I 'E* Af OONDI7KIP6)IItRE THE$IDE STRAPS OP rMw POST 9A60 00 NOT PROy1DE &.PTfOIENr LIX6rN POR r11E RSrALLAr70W OP A 7Or.AL OF A-NA/15 INTO _ rNE 61RDOR.PRC4nDE CoWmAA7LE 4014.STRAP,)9WAPPCD OVCR 6ASOt LAPPNI6 TME POS7 ON 9OM1 WIM . TYP. { NT. FTG DET. 50-fgFESS/ ENGINEERING WEST �lEOF DOE I CONSULTING ENGINEERS.INC. ENGINEERING WEST CONSULTING ENGINEERS INC. • March 10, 1999 The O'Brien Group 2001 Winward Way, Ste. 200 San Mateo, Ca. 94404 Attn: Pat Burke Re: Oak Valley Subdivision EWI Site Observations Dear Mr. Burke, This letter is to confirm that the enclosed "EWI Observation Chart " is verification that Engineering West is performing regular site observations at the above referenced project. The attached chart indicates the date of completion of the component in the respective column shown. This chart is updated on a regular basis as requested. • If we may be of further assistance, please do not hesitate to call. Sincerely, ENGINEERING WEST Consulting Engineers, Inc. Sam Peters Construction Consultant Rev a By: ESS, x,9! F O'Kelpa '6 R,' rerZrngineer Enc. J'� STgUC SP/vlh �rFOF CAUF�Q� • 555 Meridian Ave., Suite A San Jose, California 95126 FAX: (ao8)295.i57o Tel: (406) 295-9700 ENGINEERING WEST INC. OBSERVATION CHART • OAK VALLEY DEVELOPMENT CUPERTINO, CA. L AX TO PAT SURKE FAX TO 8TRAUSS BROS FAX TO GONZALO -10-98 3-10-99 3-10-89 50 237 -00761(408) 267 - 1923 408 264 -8692 THIS CHART INDICATES THE DATES AT WHICH EACH COMPONENT OF EACH BUILDING WAS OBSERVED AND FOUND IN SUBSTANTIAL CONFORMANCE WITH THE DRAWINGS. LEGEND N.O. = CONSTRUCTION NOT COMPLETELY OBSERVED • = CORRECTIONS REQ'D. LIST GIVEN TO CONTRACTOR. FDN. = STEEL REINFORCEING, HOLDDOWN ANCHOR BOLT OBSERVATION 1ST FLOOR = UNDERFLOOR FRAMING OBSERVATION ROOF PLY. = PLYWOOD NAILING OBSERVATION EXTERIOR PLY. = PLYWOOD NAILING, HARDWARE OBSERVATION BASIC FRMG. = GENERAL FRAMING AND HARDWARE OBSERVATION Phase I Lot Plan OPTION Fdn. f 1st floor Roof I Ext ply I Basic frrn . 6 78 03/10/99 8 7C 03/10/99 9 5C 03/10/99 1 10 2D 03/01/99 1 11 3B 03/01/99 1 12 4B 3 11/13/96 12/10/98 01/21/99 01/21/99 01/25/99 1 13 6C 2 09/28/98 10/09/98 11/00/9811/13/98 1 12/15/98 • 1 13 6C ADDITION 1 02/09/99 02/09/99 1 02/09/99 02/09/99 1 14 2A 2 02/02/99 03/01/99 1 15 5D 2 02/02/99 03/08/99 1 17 2C 03/01/99 1 18 6E 2/130NUS 12/14/98 12/24/98 03/08/99 03/08/99 " 1 20 4B 3/BONUS 12/22/98 2 1 23 3A 3 01/12/99 02/18/99 1 24 6D 3/BONUS 01/12/99 02/17/99 1 25 5C 3 12/23/98 02/16/99 1 26 2D 2 01/08/99 02/12/99 1 27 4C 3 01/08/99 02/05/99 1 28 66 3/130NUS 12/14/98 01/04/99 03/03/99 03/03/99 • 3 1 29 7A 2 11/13/98 12/10/98 02/10/99 02/10/99 03/03/99 1 30 3C 3 11/13/98 12/10/98 02/03/99 02/01/99 • q 1 31 5B 3/BONUS 02/12/99 1 32 2B 3 02/12/99 03/10/99 NOTES: (PENDING ISSUES) (1) `LOT 13 PLAN 6C FDN. (OFFICE OPTION) CORRECTIONS NOT OBSERVED. (2) •LOT 20 PLAN 4B; INSTALL UNDERFLOOR POST W/3-ML REQ'D. (3) ` LOT 28 PLAN 7A; ABEL DOUBLE SIDED SHEAR WALLS WHICH INCLUDES # 11,17,19 GONZO NEED REPAIR CONCRETE C CENTER POST OF GARAGE DOOR# 14 (4) 'LOT 30 PLAN 3C; DOUBLE SIDED SHEAR WALLS. • Mar-19-99 09:37iA ENGINEER:[NG WEST 408 295 1570 P-01 ENGINEERING WETC7i•, ii�:a:(iMNuII44EERSINC. • Poot-e•Fax No 7671 - o"� p a•,► 2 - March 16, 1999 Fromt� The O'Brien Group Pro ea 2001 Winward Way, Ste. 200 _� San Mateo, Ca, 94•:(,4 Fe Attn: Pat Burke Re: Oak Valley Plan Type 7 Cupertino, Ca. V.J Dear Mr. Burke, We are writing this letter in order to confirm the adequacy if as-built epndition at the plan 'Type 7 lots at the above referenced project. At the rear bay -M,-.u:.w cI ':Aa kitchen, the builder chose to provide continuous top plates al,eve ttic speniflnd 4x8 header. Because tha top plates are not interrupted cl, Iniu locution, uia siiaps sptmiii6d as ''S 6224, 6M. TO PLATE" are not required for the continuity of the collector/drag strut systein. • We trust this address your concern. If we may be of further assistance, please do not hesitate: to call. Sincerely, ENGINEERING WEST Consulting Engineers, Inc. Kevin M. McGinnis Design Engineer R pFESS/p Oe r 'K No n Ine D1G KMM/v sl `"lo ,r75' qlf pf g,1 tcCQ` • 555 Meridian Ave., Suite A San Jose, California 95126 FAX: µoa)295-f5m Tel: (408)295.9700 f0(y 0—S'd 11 : i PI Cl, 4 - r9. 8:31 440 1 2 AA F'. 02 11,Ph '!� • Commercial Roof Management San Joee,Inc. ROOF INSPECTION PROPOSAL DATE; March 30, 1999 CLIENT: The O'Brien Group Sa 1 VIe(,, d Ways #200 San M; : tec, CA 94404 PROJECT MOR: Mr. Pa: Burke PROJECT TYPE: Roof Inspections LOCATION: Cak Valley Homes 10759 !un!per Court Cupert no, CA. • Commercial Roof Management San Jose, Inc. (CRMSJI) proposes to provide a r(jcf inspection for the aeovo roforenced homes as outlined below. This proposal s based on using professicnal roofing consultants experienced with obtaining data for this purpose. SCOPE OF WORK: A) CRMSJI wi l condi on-site roof inspections, one after the felt during the roof ng has been 'installed and another (anal) inspection upon completed roofing work. 5i A mo` insppciion report will be generated for each inspection completed, and laxedimai'.ed to the Project Manager and the O'Brien Group for historical purposes COST; ...•.....I 150.00 iz':Isn5 Nrte: Cost .s for nvo:nspocriora pnr site. If eddiBonal inspections are r't�qu;red at the 5i0 agar two . ncr�o r,cun ,Ornplrjtrd• they ,edi i:e q%,cicrd tndividualty of$751ea;h eccur!'ence, 40O1BRIEN GROUP March 16, 1999 Joe Antonucci City of Cupertino Building Official 10300 Torre Avenue Cupertino, CA 95014 Mr. Joe Antonucci: Please find enclosed a deposit check in the amount of $ 10,000. To be used for reimbursement to the City of Cupertino Building Department for supplying special inspections at the, O'Brien Group, Oak Valley project. • The fee is to be drawn at a rate of'/ the hourly rate being aprox. $ 22.17 per hour. When the deposit nears completion a new deposit will be made by the O'Brien Group to continue the special inspection process at that time. We would like to have the inspector on the job for 2 hours in the AM and 2 hours in the PM starting as soon as possible. Inspection type will be identified on the job and reported back to your office at the end of the day by the inspector. Should this meet your approval, please signify by adding your signature below. Joe Antonucci Pa Burke ,�. 5 jg _ Building Official Project Manager City of Cupertino O'Brien Group 1 2001 WINWARD WAY,SUITE 200,SAN MATEO,CALIFORNIA 94404-2473 TELEPHONE(650)377-0300 FACSIMILE(650)349-2442 CUPERTINO SANITARY DISTRICT SANTA CL-ARA COUNTY DISTRICT MANAGER•ENGI NEER 20065 STEVENS CREEK BOULEVARD, BLDG,C BOARD OF DIRECTORS MARK THOMAS& CO. INC. CUPERTINO, CA 85014-2350 CURTIS B. HARRISON,PRES. PHONE 14081 253-7071 FAX 14081 253-5173 RICHARD A. FELLOWS,SECTY. DISTRICT COUNSEL DR.JOSEPH F.BROWN PHILIP D.ASSAF OF GARY 0. STOKES STURGIS. NESS, BRUNSELL A WENDELL H.KERR.JR. ABBAF February 17, 1999 File: CuSD 98-01 (98037) Pat Burke, Project Coordinator O'Brien Group Oak Valley Court Team 11018 Sycamore Drive Cupertino, CA 95048 Re: Tract No. 9054, Oak Valley, Cupertino Dear Pat: The Cupertino Sanitary District will allow the installation of the "property line" cleanouts at or near the back of the joint trench for this subject development and maintain the laterals from these "property line" cleanouts per the following �1 conditions: The cleanouts be accessible and serviceable. The District shall only be responsible for the repair or replacement of any sewer lateral within the Public Right-of-Way per District Policy. The District is authorizing this arrangement to accommodate the developer and parcel owners and not as a change to established District Policy. If you have any questions please call. Very truly yours, M THOMAS CO. INC. istrict Man ger-E gi r Phillip R. Savio PRSICHB:lw cc: Community Development Department— Building, City of Cupertino �5. 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The CCT 36 ,fireplace includes a genuine refractory iog set Nith glowing embers. m:h arlRic deTaii, offer a na>ural wcccburning ambiance. • Full refractory brick lining creates a ^zndcraZed wcedburning seeing, • Ciosed-Combustion Technology seals :he replace `rcm -he rcmes nter��cr:c provide sage e rdccr air cualir� • �`'larcc= unicue durable powder • coat paint finish ensures erdur'r� c a it and reduces call cats. • Versatile Venting System offers r roof or wall venting, Supero prcvldes -.cc cerci--arcee,/erir. ex:rer--- ccrcitions. • Circulated Heating diverts SPECIAL OPTIONS a.ec 3u Irio the recm. • L=r= 1'eccx - -_ _S., and , • Perormance tested to assure • L~ optimum efficiency at dicey-r: _._7_.,-es and va--ving svee.:.".., JCrdiT.:CnS. • _ _ ".tC- C �12C.-CrIC "IiiCr • Je�7r--;�,_ —'.CCC. .= a• 6 -r` 'Marco Closed-Combustion Technology 36 ,& .41 Gas Fireplaces CCT 36 Fireplace Dimensions CCT 41 Fireplace Dimensions i s • I.._ � III - :. aa4,e i CCT 36 Framing Dimensions CCT 4 Framing Dimensions .I I�ihi til � j� L ' •_� ''mil�:. caaun � .I�. -. LisungAgencies uu. NOTE. _ _ :�: c A . ,cc< cr E,c .rs, ANSI 11 -- mgR(O �II„Irl .. �.._ nC. _�,cn i dvo:';�� I•;rr,vC�r _ 3�_0_ _ �'. �6 _ _ ..:� ? _-I�__' .... _ _ o -_ p , . fes- till __ Fill - ,o1Wkp . _ I, , I r- it it ,J urf r< 1 t X14"I lo- t glM,rv',iluu The Builder 36 Woodburning Fireplace - - .` By y MARCO Marco Builder 36Woodburning Fireplace The Marco Builder 36 establishes the definition of value by providing more benefits than any other fireplace In its price category. The Builder 36 is manufactured with precision dies in a state-of-the-art factory to provide consistent high quality and real value. Marco fireplaces have exceptional strength and rigidity you can feel. We powder coat each part before assembly to ensure the fit and finish of quality appliances. The result is a quality look and finish you can see and touch. It all adds up to reduced service problems and customer satisfaction. The Marco Builder 36 is the perfect fireplace for your project when economy and value are the issues. :�eL UNIQUE REFRACTORY clean Face Model - • From metal parts to grout lines,the fireplace lines up for a perfect fit and fnish. • Earh-tone colored brick adds x realism and 'beauty that provides N versatiiity to the decorator. a SPECIAL OPTIONS • Available in either Clean Face or Heat Circulating models with optional electric fan. • Obtional insulated firebox and Cold Climate Kit eliminate expensive triple-wall chimney • and help prevent costly cold air problems. Heat Circulating Model wrth Builder Glass Door System FEATURES & BENEFITS • Variety of glass doors available in Builder and Designer styles. ® Durable powder- coat paint finish tc.assure quality and reduce callbacks. • Damper 'nandle is conveniently coated at too front of the _ fireplace for cleaner and safer operation. • One inch clearance to com- bustibles on the flue reduces costs of special framing. .more decorator options,ask to see the Classic 36 and Designer 36 in our Designer Series. Marco Builder 36 Woodburning Fireplace FIREPLACE DIMENSIONS CHASE r Zl 118•- r)11tfi' Sim 1518 r / Wnn �• 4106. Y I 1 MIN CLEAN FACE R01tE• i i I I —aE•—'ia1E, _i i VID• ' AIR 14 E GAS 114E L �� / ��• HEAT II —'!� x1v1 e•il % 14 1/2" MIN. CIRCULATING 'll "]11WIS. it 1711. —GE'- 512 1—B• 3&15- 9118• ]1E' B 1118'— • FRAMING DIMENSIONS i� —141/2'SCUARE 1 /16 1/8 /'. 49 7/8' <\ -�— MIN -2' 1�•C 227/8' /X" 351/4' �� ✓, 42 IA Imo' 11119 — MIN' J -1/2' 70 5/8' 1'MIN. 371/2" ' 20 3/4" MIN. � 1/2•_ . ; i �T—=1 =1171\71, 21114• �l aal av! f r I 42 1/4" MIN. ' ' 121/2'ZONEE�I DOORII zone II� ^t/2^ —� 121/2" 42114"—= NOTE: Dimensions shown, are for Listing Agencies referent= only. Reser:o Builcer 36" Warnock Hersey (WH). Repos, #632-20 �nsallat!cn !nst,-uccion manual RIN LC:B.O. =2578 81679 for speclnc dimensions L.A. Circ Approval YR & R BO 23960 . mARco FIRLYL\CES Marco Mfg., Inc. 2520 Industry Way. Lyn,Nccd.CA 96262 (213) 5641.-3201 (800) 232-1221 Fax: (213) 563-8 a a : c clic' 4 I }�I I �Iui:.�'. ...__ ��i_. -"— I��J'I Ili II •� ' Ili 521 The Builder 41 Woodburning Fireplace -= By MARCO Marco Builder 41 Woodburning Fireplace The 'Marco Builder 41 establishes the dennition of value by providing more ber.ef s than any othe- fireplace in Its price category, The Builder 41 Is manufactured with precl.sion dies In a state-of-the-art factory to provide consistent high qualltL' and I-eat Value. Ma:-c: ill--places have exceptlonal Si enc7�h anC 13 -Y �iou 'cal ?eel. We pcb,vder cog? ea---) par before assem'Dl� to ensure the i�lt anC irils l of quality' a-cliances. " Ile re_'';it is a quality look and finish you can see and touch. It al! adds up -c reduced ser✓ice pro'oiems and customer satisfac ion. -. .e Marco 5uider '1I Is the perec-- fireplace f01' v::u;- projec bvh,efl economy ar:d vaiue are the issues. • 7 ;In I ` f II I • _ r � l�� .:rte UNIQUE REFRACTORY - Geon Face Modei - ICes. rile ilreciace iines -c 'cr a rem ;It arC Jinisn. • re cCiCr c< accs re sm acd 'Ce uv pr„v!ce_ --- ��.uti b _he ceccr nor SPECIAL OPTIONS '� i ; ' =!—,-e.- C.'een race Cr Heat C;rculating . ccei ^/l?h i. • ' ' 1 . _ — c'__,cnai 2lecric ;an. - • L—:-icrai ;nsJaLec -.IfcCOX and :r ej Cold Climate ,<lt _.im:,na-L_ - excen_ive ce-Nall arc 'r'ea`p prey/ent ccs zcic air �roGlems. ^eat Crculating Model mth 3udder Glass Door sys[em FEATURES & BENEFITS _ Tic. _ -_ccrs .1}, a/anaae .n�Builder _:re -- � styles. Designer L ------�-- — ��' , • Dur ci pc, � �_ ��ir: risdr. 'c A- 1 J ^ lr -- -- . Ore F(:- c,__.. ar 7. r,,cre de=atcr =dors. ask :c see -he Designer 41 arc - Archite,ht 41M --r.,claces. .J+arr. Marco. Builder 41 Woodburning Fireplace FIREPLACE DIMENSIONS CHASE �. -31 311S.- -0 V0' _ MAY. ! •�- 15 L2'__Ay-�-- .� IN. C'., I- MIN. CLEANFACE ,�`ii6• a HEAT li,_ 1 4214- —+w IN" . ' CIRCULATING �v10 L �aaslNL11 ./2" MI.N.. / 05/16. 07 916 FRAMING DIMENSIONS —14 12'SCLARE _,r'� 543/16• 7T,6'.. 1 MINS` 255/16' 11� �I I ii �� ,y,: � 38 3i 18•• 47' MIN — — 1/2' 76 5;a !'MIN t— io i/8 2 3/4 MIN �� ice; 1/2•_ �_ '221/16'.MIN / SAP= SAFE 4' �' 2' ZCNE. CCCR ,zcNE OPENING 12' -- 47•' NOTE: Listing Agencies mom I REEL., i 943 P02i02 MRP. 09 '99 03:08 INSTALLATION INSTRUCTIONS ,,. WARNING: IMPROPER INSTALLATION, Installation FOR YOUR SAFETY ADJUSTMENT, ALTERATION, SERVICE OR MAINTENANCE CAN CAUSE INJURY And Operating, What to do If yoq amen gaa: ORPROPERTYDAMAGE.REFERTOTHIS 1►►StruCtiOn$ MANUAL. FOR ASSISTANCE OR ADDI- TIONAL INFORMATION CONSULT A • 00 NOT light any appliance. QUALIFIED INSTALLER, SERVICE For Direct Vent . 00 NOT touch any electrical AGENCY OR THE OAS SUPPLIER. Decorative Gas Switches. WARNING:THESE DVRSSERIES FIRE- Appliances • 00 NOT use say phonejdepad. PLACES ARE DIRECT VENT DECORA• bvildiNg. TIVE GAS APPLIANCES. 00 NOT BURN MIIIIVOIt Models ' Immediately call your gSuit- WOOD WOOD OR OTHER MATERIAL IN THESE pller from a neighbor's APPLIANCES. _DVR5-RMNS . U your gas iuppllar ca WASHING:AT THE 810INNINDOFEACH _DVR5-RMPS reached, call The fire HEATING SEASON HAVE THE GLASS _DVR5-CMN5 I Ment, DOOR GASKET INSPECTED FOR _DVR5-CMP5 PROPER SEALING BY A QUALIFIED FOR YOUR SAFETY SERVICE TECHNICIAN. Electronic Models Do not alore'or use gasoline or _OVRS-RENS other flammable vapors orllquids _DVR5-REPS In Ike vicinity of this or any other _DVR5-CENS appliance, _DVR5-CEPS Dae to high lonwraturea,the appliance Should be located oil of trial*end orgy • from hrnll8re or dupes. Be not place And Vent System clothlellorother molodolsanorneat the ' Accessories 80110004, _DST5.12118 PLEASE RETAIN THIS MANUAL FOR FUTURE _DST5.45ELB REFERENCE, _DST5-HTK _DV--HTK _DST5-EXT s _DST5-FSV Models Covered In This Do ument Are Part Of Superior$ DVR-5000 SER ES 418 Report N*.tela Nft uneauat It sue 11111 IN at-,*M:wla MUM*1,11h11 rad"lv eluarn Nm. tan Nara N Mr nn:0"IU mow Nwhe,h anlpmra a r,11,q (•/uMrgr,t.rurp w,H•Hq,Nnbr • 943 P01iO3 MRO 09.'99 03108 3161 U�SAIMA ROAD stilts 130 nA1 V"ll. CALIPOFINIA 946" . 610.60.1610 11"1110,1146-0531 OOUOewg A.Va$MA MCA MANAGER IN6UtATIDN NDMN AMIRICA 4AW96 Rob Kelly Coast lnauladon 1086 No, l ltb St. San logo,CA 95112 R6. WET FIBERGLASSiNSULATION Dear Rob: When our building insulation becomes saturated or wet from water, it will temporarily loge a substantial measure Of its thermal resistance(R-value). In this ease the spaces between the fibers that were previously occupied by air would then be occupied by water. Since water is a much • better conductor of hent than air, its presence woulr,of u c the insulation to be short circuited. However,this is only a temporary gituadOn. A9 suO•t..:tF.s t:ulation becomes dry Again, it wiA regale the original thermal and aooustical pertormance levdi as lonq•ae the thickness has not been reduced. in addition, since fiberglass ivaulation.is non-hydroscopic, the insulation fibers will not be stntcturally altered, or pertnnnently affected in any other way. If you have further quaadoas,please feel flee to give two a call. Sittcet'el� Dougl A.Vezina Area Manager file:wetinsul • DwtNscoRNlNc IleeReeAs eoRloRAnoN A - 62i 23/1995 10:C17 4092944356 fry&SDF.YbJQLL, 1NC. PAGE 01 GI � e DRYWALL , IN dQP :0QATED a x' 37_ h February 23, 1999 ��'r✓ The O'Brien Group 2001 Winward Way, STE 9200 San Mateo, CA. 94404 ATTN: Pat Burdick RE: Oak Valley Project Dear, Pat: The is to inform you that we will be -screwing all the drywall at the walls and ceilings at :he above mentioned project , Should you have any questions, please give me a call, Sincerely, L/ Gabriel 9 iv�a President • 202 N. 27TH STREET•SAN JOSE, CA 25116•(408),94.4393•FAX(408)294-4398 �.. - S Horticultural Consultants 1�^'"--• •I L HORT .nu October 22, 1998 Steve Zales The O'Brien Group 2001 Winward Way, Suite 200 San Mateo CA 94404-2 Subject: Grading of L s 4-14 anD4-15 Oak Valley, Cu rtino • Dear Steve: I have reviewed the letter written by Corey Dare, Harza Engineering Company regarding grading, pad preparation and oak tree preservation on lots 4-14 and 4- 15 and concur with his recommendations. In addition, we examined the trees and the building footprints in the field and discussed drainage considerations. It •J� was determined that subdrains could be installed to carry water away from the low areas. I authorize placing uncompacted fill in the low area north of tree #432 to raise the grade enough to create adequate fall from the drain inlet to the street. No fill should be placed within 4' of the tree trunk. The affected oak trees (#430, 431, 432) are young and vigorous. The impacts to the trees expected for grading and soil preparation are less than what would be imposed if the trees were transplanted. Given the age, size and health of the trees, I expect the trees to survive the impacts and adapt quickly to the new landscape. Sincerely, Nelda Matheny Consulting Arborist copies to: Ciddy Wordell, City of Cupertino Hermie Baccus, City of Cupertino .Po.hoe iso v Pleasanton,CA 94566 Phone:510 484 0211 FAX:510 484 5096 !.1I' i . Brian Kagn Fouik Engineers • Survayas • P{annea • December 10, 1998 • - ( —./ ..' 960069.30 Chuck Schoenberger O'Brien Group 2001 Windward Way,Suite 200 San M1tate6,CA 94404 Subject: oak Valley—Foundation Varlflcation Dour Chuck, On December l0, 1993 we performed a field sumey.of•rhe.location of the foundation ftr-ms for the buildings being constructed un Lot .1'.8 and Lbt 4-28,respectively,of the Oak Valley project in Cupernno. The results of that survey clearly shown that the location of the foundation forms are consistent and in conformanau with the design location of that building as said location is shown on the plans prepared by our firm. This letter is intended to provide you with the verification of that unit per our xirvey, If there.are any other questions concerning that location please do not hesitate to call. Sincerely, BRIAN KANGAS FOULK CHARLES R.CIARDI m Charles R.Clardl P.L S.7321 FAP.MOM Project Manager Survey Department s No ?321 1�1 elf. OF Ct) ' A11 540 Price Avenue Rad.voad City,Cu 54063 . 1650!48263r1G • FAY.;66C)x62.6359 • hl,L�hLj_, ♦ - .. Brian Kangas Foulk Enpinears • Surveyors Ptannen " ' ' • December 10, 1998 9604119-50 Chuck Schoenberger O'Brien Group 2001 Windward Way,Suite 300 Snn Mat60,CA 94404 Subject- Oak Valley—Foundation Verification Dear Chug, On Decomoer 10, 1995 we performed a fild sumey.of the location of the foundation forms for the buildings being constracted on Lor 4-111 and 1,Ot'4-28,respoctively,of the Oak Valley pro.iect in Cuperhto. The results ofthat survey clearly shown that the location of the foundation forns are consistent and in conformance with the design location of that building as said location is shown on the plans prepared by our firm. This luttar is intanded to provide you with the verification of that unit per Our vrvey. If there are any other questions concerning that location please do not hesitate to call. Sincerely, d IN'O SG 9RIAN KANGAS rOULk -+ CHARLES R.CIAROI x Charles R.Clardl P.L.S.732! EAE.9/30101 + Project Manager t Survey Department J,: 40. .311 OF CAl,..% 540 Price Avenue Reawsod City,Cu 94u83 . 1650)482.63L'C F0.).85C)982.6398 • \, • ENGINEERING WEST CONSULTING ENGINEERS INC, October 12, 1998 The O'Brien Group 2001 Winward Way # 200 San Mateo, Ca. 94404 Attn: Gerry Ploof Re: Oak Valley Development Cupertino, Ca. Dear Mr. Ploof, Several items have been brought to our attention regarding the first floor framing at the above referenced project. Each Item, listed below, Is addressed according to the Intent of our design. Please note that all items listed, in reference to nailing, may conform to conventional construction standards and • the recommendations of the composite lumber manufacturer (Trus Joist Macmillan). 1 . At locations where Timberstrand rim joists occur, the details on sheet SD-1 do not require a shear transfer Ishear load path) though this member, as the shear wail plywood panels extend to the mudsiil. Therefore, the toe-nailing of the rim jolat to the mudsill is of no significance for lateral, in-plane forces and conventional nailing for this application is appropriate. 2, The use of 2-10d nails, from the end of each TJI to the mudsili, is appropriate at perpendicular framing conditions at the first floor. I The TJI blocking serves no purpose for shear transfer at the first floor framing, and is intended to provide stability for the joists at bearing wall locations. Therefore, conventional nailing of TJI blocking, from block to girder, Is appropriate at first floor framing conditions. 1 • 555 Meridian Ave., Suite A • San Jose, California 95126 • FAX: (408)29s.wo • Tel: (408) 295.9700 ZO'd OLSL 963 804 1S3M SNIdalINION3 Vib: tt 96-Zi-430 W • October 12, 1998 Mr. Gerry Ploof Oak,Valley Development Cupertino, Ca, We trust we have addressed all structural Items pertaining to us. If you have any questions, please do not hesitate to call. Sincerely, ENGINEERING WEST Consultin Engineers, Inc. � ~` in M. McGinnis Design Engineer • R 5y d 8y. J ral D. O'Kelley e or Engineer KMM/vlh 2 . • £O'd OLST SSE 90V LS3M UNINa3NION3 HTV= TT 96-ZT-3�0 40V.16.1998 10:38AM BRIAN KANGA8 FOULK NO.2'S P.2/2 Brun Kangas Fouikr" `--' Engineers • Surveyors • Planners it• November 13, 1998 BKF Jab No.960069-SO Chuck Schoenberger O'Brien Group 2001 Windward Way,Suite 200 San Mateo,CA. 94404 Subject: Oak Valley—Pad Certifention Dear Mr. Schoenberger: On August 71', 121 .201h,and 3 P',and September I",2"",and 10"'of this year,field surveys were performed of the finish graded pads at Oak Valley,Units 01,4,and 5.The surveys consisted of obtaining rive random elevations on the finished pads. The data was then averaged and compared with tile design grades as shown on our pians. The method used to obtain this data is standard in the industry for this type of survey and provides the results at an accuracy that is within the specified tolerances. The results of that survey are as follows: The fallowing pads mer within die specified tolerances; Un'It#1, Lots 1-12 Unit N4,Lots I-31 Unit#5, Lois 1.51 • Thank you for this opportunity to be of service. Ifyou have any questions concerning this letter or the survey,please do not hesitate to call. Sincerely, 1 AV17 BRIAN KANGAS FOULR m 0 BRAWYA.BIL80 s0' r L0i(' 3/31/02 Bradley A, 131Ibo, P.L.S. Jj Na fi141 tea' ProjecrManager 9lE• Gpbw Survey Department Ot' CAU, . , a i • 540 Price Avenue ,Redwood Cl%CA 84053 • 15501481.6300 • FAX 16501 482.0388 NOV,16.1998 10:38RI 3R.-_P0 KAH,;AS FOLLK N0.2r� P.22 Brian Kangas Fouler' Engineers • Surveyors • Planners • November 13, 1998 BKF Jab No.960069-50 Chuck Schoenberger O'Brien Group 2001 Windward Way,Suite 200 San Mateo,CA, 94404 Subject: 081e Valley—Pad Certificntion Dear Mr. Schoenberger: On August 7i1. 1 V,20111and 31",and September 1",2i0,and 10"of this year,field surveys were performed of the finish graded pads at Oak Valley,Units NI,4,and 5.The surveys consisted of oL•taining five random elevations on the finished pads. The data was then averaged and compared with the design grades as shown an our plans. The method used to obtain this data is standard in the industry for this type of survey and provides the results at an accuracy that is within the specified tolerances. The results of that survey are as follows: The fcllowing rads mer within the specified tolerances; Unit#I, Lots 1-12 Unit N4, Lots 1-31 Unit#5, Lots 1-5 1 • Thank you for this opportunity to be of service. Ifyou have any questions concerning this letter or the survey,please do not hesitate to call. Sincerely, l.q?Ip BRIAN KANGAS FOULK EOiP 3/31/02 3` Bradley A. 1311bo, P.L.S. of Na 6,141Project Manager Survey Department 9lFCF CAL�F��t` , • 540 Price Avenue ,Redwood City.CA 94053 a 16501482.6300 s FAX(6501 482.6399 �t Brian KoW Fwdk y Engineefs . Surveyors . Planners September 24, 1998 ChuckSc huck Schoenberger O'Brien Group 2001 Windward Way,Suite 200 San Mateo,CA, 94404 Subject:Pad Certification Dear Chuck, On July 20th of this year we performed a field survey of the finish graded pad on Lot 4-13 of the Oak Valley project in Cupertino. The results of that survey are as follows: Average Elevation: 385,92 Design Crede: 385.90 This letter is intended to provide you with the verification of that building pad per our survey. If • there are any other questions con=ing that location please do not hesitate to call. Sincerely • - SRADLEYA.SS80 z BRIAN KANGAS FOULK * E%P.3!31/02 Bradley A.Bilbo P.L.S. 6141 c-6141 awe Project Manager �rPOF cA�yR�� Survey Depatmtent 540?lice keiue . Aedovocd Cep,CA 9063 . MC)482.6300 + FAX 001QUM `k,, Brian Kanas Folk 'Engineers Surveyors . Planners t September 24, 1998 960069-50 Chuck Schoenberger O'Brien Group 2001 Windward Way,Suite 200 San Mateo,CA.94404 Subject; Foundation Verification Dear Chuck, On July 30th of this year we performed a field survey of the location of the foundation forms for the building being constructed on Lot 4.13 of the Oak Valley project in Cupertino The results of that survey clearly show that the location of the foundation forms are consistent and in conformance with the design location of that building as said location is shown on the plans prepared by our firm. This letter is intended to provide you with the verification of that unit per our survey.If there are any other questions concerning that location please do not hesitate to call. • �� SGA Sincerely %AND'tS b�`o e6ADtev A,800 7D Exp.3/31/02 BRAN KANGAS FOULK tP Na$Id1 ya Bradley A.Bilbo P.L.S.6141 Plf OF CA4rF�Q project Manager Survey Department 540 Price Avenue • Redwood City,CA 54003 • (650)482-6300 . rA8(650)482-6399 N0V,16.1996 10:37RM BPIRN .KRNGRS FOULK N0.274 P.22 Brian Kangas Faulk-' En9tnsere • Surveyors • Planners November 13, 1998 960069.50 Chunk Schoenberger O'Brien Group 2001 Windward Way,Suite 200 Smut Mateo,CA 94404• Subject: Oak Vnlley—roundation Verification Dear Chuck, On November 11, 1998 we performed a field survey of the location of the foundation forms for the buildings being constructed on Lot4.12, Lot 4.29, and Lot 4.30,respectively,orthe Oak Valley project in Cupertina• 3710 results of dint survey clearly shown that die location of the foundation forms are consistent and in conformance with the design loeailon oftliat building as said location is shown on the plans prepared Ly' aur firm. This letter is intended to provide you with die verlfScadon of that unit per our survey. If there areany other questions concerning that location please do not hesitate to call. Sincorely. ' • LANO (4:! b 1 � i BRADLEY A.81LB0 x IAN KANGAS r0ULK I{s. ERP.3/31/0•.^ Bradley A. Silbo P.L.S.6141 � Na 0141 .Q Project Manager Survey Department ,SlF OF 0AIi�pO air n • 540 Price Avenue Redwood Clry,CA 84063 • (850)402-B300 • %(0501482-0399 C