Loading...
R-2013-31b . OFFICE OF COMMUNITY DEVELOPMENT CITY HALL 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 C U P E RT 1 N O (408)777-3308• FAX(408)777-3333•elanning�a cuqertino.orq October 10, 2013 LRS Associates Atin: Eddy Shen 102 Persian Dr#201 Sunnyvale, Ca. 94089 SUBJECT: TWO STORY PERMIT ACTION LETTER—Application R-2013-31 This letter confixms the decision of the Director of Community Development, given on October 10, 2013; approving a Two-Story Permit to allow the construction of a new 4,353 square foot, two-story single family residence, located at 20832 Greenleaf Drive, with the following conditions: 1. APPROVED PROJECT This approval is based on a plan set entitled, "Huang Residence, 20832 Greenleaf Drive, Cupertino, 95014" consisting of ten sheets labeled "A-1 through A-8 and 1 of 1", dated May 21, 2013, except as may be amended by conditions in this resolution. 2. ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth shall be incorporated into and annotated on the building plans. 3. ACCURACY OF THE PROLECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and may require additional review. 4. CONSTRUCTION PLAN SET REVISIONS/CLARIFICATIONS Prior to issuance of building permits, the construction plan submittal shall include the following information: a. Please provide the height of all privacy screening trees. 5. COMPLIANCE WITH PUBLIC WORKS CONFIRMATION FORM The project shall comply with the requirements indicated on the Public Works Confirmation form dated 7/31/2013, including, but not limited to, dedications, easements, off-site improvements, undergrounding of utilities, all necessary agreements, and utility installations/relocations as deemed necessary by the Director of Public Works and required for public health and safety. The Public Works Confirmation is a preliminary review, and is not an exhaustive review of the subject development. Additional requirements may be established and implemented during the construction permitting process. The project construction plans shall address these requirements with the Two-Story Permit Action Letter Page 2 R-2013-31 construction permit submittal, and all required improvements shall be completed to the satisf?c±ion of the Director of Public Works prior to final occupancy. 6. PRIVACY PLANTING The final privacy-planting plan shall be reviewed and approved by the Planning Division prior to issuance of building permits. The variety, size, planting distance shall be consistent with the City's requirements. 7. PRIVACY PROTECTION COVENANT The property owner shall record a covenant on this property to inform future property owners of the privacy protection measures and tree protection requirements consistent with the R-1 Ordinance, for all windows with views into neighboring yards and a sill height that is 5 feet or less from the second story finished floor. The precise language will be subject to approval by the Director of Community Development. Proof of recordation must be submitted to the Community Development Department prior to final occupancy of the residence. 8. LANDSCAPE PROIECT SUBMITTAL: Prior to issuance of building permits, the applicant shall submit a full landscape project submittal per sections 14.15.040 A, B, C, and D of the Landscaping Ordinance if more than 2,500 square feet of landscaping area is proposed. The Water-Efficient Design Checklist (Appendix A of Chapter 14.15), Landscape and Irrigation Design Plans, and Water Budget Calculations shall be reviewed and approved to the satisfaction of the Director of Community Development prior to issuance of building permits. 9. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 10. EXTERIOR BUILDING MATERIALS/TREATMENTS Final building exterior treatment plan(including but not limited to details on exterior color, material, architectural treatments and/or embellishments) shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. T'he final building exterior plan shall closely resemble the details shown on the original approved plans. Any exterior changes determined to be substantial by the Director of Community Development shall require a minor modification approval with neighborhood input. 11. INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, i±� Ci:y Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 12. NOTICE OF FEES DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section TwaStory Permit Action Letter Page 3 R-2013-31 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. Please note that if this permit is not vested within a year, it shall expire on October 10, 2014. Staff has made all the findings that are required for approval of a Two-Story Permi� as required �y Cupertino's Municipal Code, Chapter 19.28.150 (B). Also,please note that an appeal of this decision can be made within 14 calendar days from the date of this letter. If this happens,you will be notified of a public hearing,which will be scheduled before the Planning Commission. Sincerely, ;�.-� �� r � � �ti ;� Kaitie Groeneweg Planning Department 408-777-3257 kaitieg@cupertino.org Enclosures: Approved Plan Set CC:Eastbrook Venture,LLC.,Attn:Chris Huang,23261 Partridge Ln,Los Altos CA 94024 � � M 3 's $ � Z STANDAAD DETAIL 1•79 OII�f.T IMNIOr►F110M 010lMIILK3�LInMY M1D OR M7q!GN TO V�O[fAl[A M[At oo�� Mo��s iea�eo°�N°��w�i�an°w���n�� �°NLiiaa°fiu�a~ia oNOiM�sw�s�'�0"ew N�"awo�w10a�u�aai�s°�� SITE PLAN 1/8" 1.ROOF 001iERINC SHAII Rc FlFE RETAROANT lJ�!FOtiMt 811N.DINC COOE ClJ1SS A 2.EARLY MIARI�IQ ALARM 51'�IEIA SNALL HAVE OOqAif.NTA710N RElAT1V 1'0 1F1E PROPOSfA N/STM.lAl10N ANO SHALL BE SUBANTTFD TO 1HE F'NtE dSiRICT FOR.APPROYAL 3.AUlp1AlIC SPRINIQ.ERS SNALi.""1NSTKLED N!NE�.Y CON57RlJCTEO AREAS�ATTACFIED/bETAp1ED GAR/1�(2 14EADS PER STALL) PlJBL1C MIOttlCS 1.OONTACT PUBLIC MIGRICS�777-31 W,Fdt ORAINACE Af1D FlNAL CRAt�i NtSP'�CT10N�Y�NCH N/CLUDES ORA�I INiES AND ROOF ORAINS__�b01M�1 SPOUlS Z CaN1R/►CTOR IS RESPO!lSI��FOR t)UST CON1ROl MA MIStXtMIG 1Hf ARFJ1 ADJACQiT TO 1F�wOftl(tS IEFT NI A qEAN CatbITIQN 3.iFE OONTRACI'OR S11ALL REVEw S1G.OETl1�6-4 ON iNEE PROlECT1QFl PRIOR TO ACC0IPIJSFwNG ANY NOflI(CR RENObNO ANY 1REE5. 4.UlU2E�ST YANAGt7�?!T PRACTICES(91iP�5),AS REOIJ/iED BY TF�STATE MiATER RE90URCE5 OONiRGL 90Mp,FOR ANY ACIIMTY,�#CN OIS1lAi85 90L. S.ALL ROOF ORAMIS ANO/GFt 001�J�OUTS SHAIL BE OR/�'IEO SMEET FLOM 7%ArVAY FRG61 1HE BUILdNC AND MAYBE O011EC1ED BY ORAM�IASiE NIET COt�C1ED T'0 PUBUC ST'ORM ORAh!FK�IJTY. F AND aNLY i THE ORAINAG£IS N Tt�FALLSOE AREA CAN 1FIE r1ATER�D/iEC1LY CONf�ECIED Tp TFIE PU�JC STGiiM ORAM'� SANTARY SEIIFR COl�IT1aN AI�fi�l�t�EliiS i.S7REET POR110N OF�OS1NiG SIWT�RY SEMIER UIERAI IS TO 8E O(iEN0E0 TO THE t�M PROPQtTY Ut�. UIEitAI PERMNT�Ll p�LY B IS9UE0 TO UCENSEO t�lOERCROUf�OONTRI►C7'�1! REGISIE'RED 10 NGRI(Ni 1F�CllPQt1MW SMNTARY QlS1PoCT. NiS1RlJCT10N5 Fpt OONTRACTOR�S IiEpSTRATION C/W 6E FOUNO QII KC�IE���M.GJPER7INOSIMNTARYOISTRICT.COM'tJNOER OO�ih�.NTS. 2.�n�o�e�aatow o�r�r�a�a�; ��asro����eiurn(ua►io oR uPC�aovEVl n�s�ao-tow o�+�w.�.eE INSPEC7ED BY A dSiRICT INISPECTGR AT 1FE Tr1E CF VIpEO INSPECTION. pSTRICT T�0 PROVbE BUx.OMC OEPART1�71T�1H�iITTEN NOIF1CAl10N UPON OOYPI.E110N Of INSPEClION. 3.INSTAIL t�PROPQtTY LXIE Cl.EJ1HOUT OR LOCAiE ANO RAISE TD GRADE AN QOl1NC PROPERTY L�1 t�E�NOUT(PROPQtTY lNE CLEANOUT 61UST 8E tiMTHIN S FiET aF 1FIE PROPERTY LN�.CLEANOUT SHALL BE THE SiWE OIAMEIER AS 1FE SIREET POR710N OF TME SERNC£LATERAL(CRANTY I.ATERAI IS�MIGIES pA61ETR 1i�NNW). 4.VIDEOTAPE MiSPECTION OF li�E)0`.+"IN�IG/NEW PRdPQtTY lMl GFANOUT�POINT aF OOfNiEC110N M!D SIREET IATERAL IS RECUMlEO PFiIOR TO PASSNiG THE qTY OF CUPER1k10 fM1Al NISt�C11GN. OMRIQt TO CALL d51RlCT 4a HOURS PRIOR TO NOEO N�ISPEC110N TO 9CFIEDUT A dSTRICT INSPECTaR. OISiRICT TO PROVDE BUM.DRIG OEFARII�NT M1H�TTEN NO1�ICATION UPON 0011P1E110N OF MISPEC110N. ALL CONOIONS.REQllIR61ENTS AI�RECtlhMiEN0Al10NS ARE TO 8E COYPIETED AT THE(OrN�IER/bVELOPEIt)�S EXPE?ISE. STaRM N�ATER FFtdl 541RF/�CE aFt ROGF ORANI OIFIEFt GEIIERAL SUIiFACE RUNOfF WA71t OR COI�QrSATE FROY ANY R�OE.�cTIAI HVAC EGIAPMENT SHAII NOT BE dSp1ARCE0 TO THE S.INITARY�wER. NOTES ,�: ��2s-ao-»2 srrE��►: o.22s4 ,y� 9950 Sp. �. OCtSTING BIDG. AREA MIO GAFiAGE AREA 2038-(TO-BE-REMOVEO)SC. fT. NEYN BLDG. ARfJ► 1ST F100R AREA 2598 SQ. FT. GARA�GE � SQ. FT. TOTIIL t ST FLOOR AREA �2 SQ. FT. 2ND FL,ppR 1276+34(STNR)�t 310 gq. �. TOTAL BLDG.NtEA �S3 SQ_FT. 2N0/iST AREA RAT10 43.08 X ��►�,� �.�5 x BUILOING CONEW4GE: 35.92 � TOTAL OVERFIANG AREA 532.3 SQ. FT. (< 67i OF S(TE AREA� b37 SQ.FT.) 2N0 FL. EXPOSED WALL 69'-8'<75'-8' fT. OWER 6' < 6' UNOER TYPE OF CONSTRUCTION: VB OCCUPANCY �t-3.U-i USE ZONE R1-10 FlRE SPRINKLER SY5TEk1 100xAUT011A11C C.B.0 __2�10 C.F.0 �OtO C.P.0 2010 C.M.0 2010 C.E.0 _2010 TITLE 24 ENER6"Y C07E 2� TAB U LAT ION SCOPE OF WORK 3 A-i SITE PLAN dc TABULATION A-2 FlRST FLOOR PLAN A-3 SECOl�![3 FLOOR P!AN A-4 ROOF PLAN A-5 ELEVATIONS A—s �vnnoNs A-6.1 BUIIDING SECTIONS A-7 AREA DIAGRAM A-8 BUILOING ENVELOP AND PRIVACY PRC�F�4TION PLAN INDEX REMOVE EXISTING HOI,SE AN� GARAGE, DRIVEWAY, CURBS SHRUBS AND TREE CONSTRUCT A NEW TYO STORY RESIDENCE CONSIST OF: TWO CAR GARAGE, 5 BEO ROOMS, 1 STUOY, 4-1/4 BATHS, UVING ROOM DINING f;00M, KITCHEN. NOOK ANO FAMILY ROOM IST FLOOR AREA IS 3D42 SQUARE FEET ANO 2N0 FLOOR AREA IS 1276 SQUAft�: FEET, TOTAL BUILDING AREA IS 4319 SQUARE FEET BUILDING WALL MAiEF:IAL �S CEMENT PLASTER NATH STONE VENEER WAINSCOT ON FRONT ELEVAl10N WITH CONCRETE SPANISH TILE ROOFlNG. GREEN TiNTEO THERM'aL PANE GIAZING THROUGH OUT. DRIVEWAY AND WAI.K WAY CONSIST OF DECORATIVE CONCRETE PAVERS WITH COORDINATED COLQf' CONCRETE BAND, AMPLE IANDSCAP�NG THROt1GH OUT. , , _ I - �; ,. 5� ! � �: : .._. � ....��._.�-���._.._�.��_- , � _ ' . � ��'�� j ��� l� JU� 2 9 2013 i .:�/�g -: ! __--- ______ -----; t-:.�Z��.� �-3� jc? �« -�� __ .. � �� 2 4 1laMaw W U Z W �♦^ V! W � � Z a � � � YJ � w � � � N �s AssoaA�s AFiCHTECi1�APO PLMHrO q IerMl dM�AIE�01�AM'1M�� a�trarr► 01010 uoq��� �I�q�aoeee � �� �� 5-21-2013 33.2937 �C`�AL,! OM�1 SHOMM MW •�T A-1 5 Q � �� sa�ou�E FLOOR t t. c�T �2. w�.E n�Fl.00R 13. WWD rl'000 FLOORING 14. 4'SLAB pl G(tADE SEIILE� 811SE 21. 4'IN000 BASE 22. IIAR�E 811SE 23 OONCt�E1E BASE WM1. 31.GYPSUM 8QAR0 TAPE.TEXTURED FNSH,IMQ PARR MT U1TD( 32. G1'PSUM BOMO TAPE.TEXTURED F�NSH�AND PAINT SEY-q.OSS QIMEL WR�E TXE iNAfiSWT AT THE SHOwER wAUS 33. GYPSUAI BOJ�tiO TIiPE.TEXTURED FN�NSH.AND PIWT SOiN-GIOSS E?!A►IEL COI.ING 41. GYPSUM BOVItiD.TAPE. TO(TURED FN�NSFI,ANO PANiT FLAT UTD( MATH CROMI�1 110ULDING 42. GYPSUM BONtD TAPE.TEXTURED FINISH�MIO PAINT SE1rN-GLOSS ENAMEL MATH CROMIN MOUIDI�rG F�XTI�L.IBi „ �; a ��,��� j��—�2e/.� - �i � �sr,��w ooarw ooue«sa�c p �w�+cH suo�c 000Rs o �,��►�� r� ��oo - 3 o �►����►,�� _ � ����� � � � p aQOC�►�c�wn�e a�►�a N+o� � a�srnu�w a� � n�sr�u�w►aoo�wo c�s coou rvP�wo a� � �►�ve aec�st� cac s�� ALL ESCAPE OR RESCUE 1MNDOWS FROM SLEEPING ROOti1S SHALL HAVE THE FOLLOWING MINIUMUM ' ������. 1) NET CLEAR HQGHT 24 IN. 2) NEr cx.� w�oni 2o iN. 3) NET CLEAR OPENING 5.7 SQ FT. 4) FlNISHED SILL HQGHT 441N.. (�iAL MO�L-8 1) 1 3/8' T1GHT FlTTING SELF CL.OSING SOUO CORE OR 20 MINUTE RATEO OOOR FROM 1HE GARAGE TO THE UVING SPACE 2) �UCTS PENEIRATING 7HE SEPERATION SHALL 6E CONSTRUC7ED OF NOT LESS ?HAN 26 GUAGE �ALVANIZEO STEEL ANO BE CONIINUOUS MA11i0UT OPENINGS � NON METALUC CONNEC710NS. 3) PIPING PENETRA�IONS TO 8E METAL INCLUOING PIPES EXPOSEO IN GARAGE. THMI 26 GUAGE GALVANIZED STEEI. AND BE CONIINUOUS MAT}IOUT OPENINGS OR 4)EVERY SIEEPING ROOA1 SHALL BE PROVIOEO VN7H AN EMERGENCY EGRESS YNNOOW OR OOOR PER SECi10N 310.4. PROVIDR 7HE FOLL0IMNG C1.EARANCES a) A FlNISHEO SILL HEIGHR=T OF 44" S�idINIlrlUld 30-INCH MAOE CLEAR SPACE AT WATER CLOSET, EXTENDING A IEAST 24 INqiES IN FRONT. LEGEN D � �wini2�/e'�NE T�ns�ar�Ex�ioR ANO 1/2" GYP. BOARO ON IN7ERIOR SwTM2�%z4 c�eo�o a�eo�i��oEs (USE 2 X 6 IF EXCEEDS 13'-0') ��---- 5/8r T� �X� V 1 r B�nR� 1 ST FLOOR: 3043 SQ.FT. 2ND FLOOR: 1276 +34 (STAIR) = 1310SQ.FT. TOTAL NEW AREA: 4353 SQ.FT. TOTAL ALLOWABLE AREA: 4474.35 SQ.FT. : N � . . , � SECTION s•-s�. � � :oa F.P -------------------� �----------------� I � I I � I I � I I � I I � I I � I I I � � � I I � I 1 � I t I � � � Fi�►+�Y Hoow I I � I I � I I I � � � I I � I I � ---__J I �---- -------------� —»�------------------- �� �. � %� ����� - Ji��� \� �� �� . �.� I I, ` , �II , -.. ��i. II •t'� ; ��� � I ��, ' . , I . ��1`,. I� i ��� I � �� i L I I % -„ . �- ■ � _ II I I� �. ��� ■ . —�.��� �� ..., , � 14'-1 1 FIRST FLOOR PLAN —a'-°' q � � 1O n o � s'-�• i —iwe—� � � � ax2a w�sP��cc �—�`� �� � �,?. , �� tic � � ,�� � � D5 � � � I � � >>'-e �/4• E5 ( � � � ���� ���� � �� � � �--- � ���n I �� I I , ... ..., + 26ee --------J ►s te I 2eee eow+.w►�o D � _ � � w I uMrtr � I I 2 CAR GARKiE I , I �� � � ( n ( 2� I � I I I � I � � -------J BEOROOAI 4 � I�� � 1 ���_ . ■ ��. �� , , � � � �E. .o.o � —t-� I N � - -- 4 � �,�-����� 1��� I (I . � 7 � � 16'IfA'41AItAiOE OOOR '�j--+k- � ——— — —— — ———— ——�— — ZO'-6 � � i � 1/4" I 1 W V Z W � — � � � Q � � � V w N � �1 u�s AssoaA�s ��L�E A�A�� .e�wiw a�pe�a�a GI�l�OQN NoN NoO 7�i�111 If�7i�N Allq�l■C� �� ��i� S-2i-2013 xf.2937 �u o� t/4`�1'-0" AL .� A-2 � .��. � sc�ou.� �� ,,.� ,� ���� 13.FIARD w000 FLOORNiG 14.4'SLAB ON GttADE SEAIED B�1SE 21. �'NI000 BASE 22. MARBLE B/�SE 23 OONG�TE B1lSE WM.L 31.GYPSUY 80�AR0 TAPE,TEXTl1RED FI�SFI.AND PANT FLl1T UiD( 32.GYPSl1M BQNtO TAPE,�XTI�FN�NSFI�AI�PAMT SQN-G1055 ETi�WWE1 MAR9l,E 111E MIANiS00T AT Ti�SFIOwER wALIS 33.GYPSUM BOrItiO Ti1PE,TD(TURED FN�NSH�ANO PMR SQN-�GIOSS ErLWEL (:EILNVG 41.G1fPSUM 80AR0,TAPE, TEXiURED FN�NSH,ANO PMR FUT UTEX NIIT}I CROMR� 110ULOING 42.GYPSUM BOJIttO TAPE.TD(TURED FlNISH�ANO PAN�lf SOiN-GLOSS ENAMEL wITH CROMM YO1�.01NG FIXT»U8T r o ����� o ������ o ���� � �vsr��w oa�vExr Q ►+�w�cw+srW+wao w�►1at aoser � �vr�sr�o snac Q aQOC��(�w��a�►��wo� � �sr��►o�+w� � a+��u.�r H000 N+o c�s 000K roP iwo wwc� � �i►ra�r�as� C&C�C.1204 . ALL ESCAPE aR RESCUE NANDOWS FROhI SLEEPING ROOMS SHAU.HAVE THE FOLLONANG RItNIUMUM REQURIEMENTS. 1) NET C�EAR HQGHT 24 IN. 2 NET CLEAR YN07H 20 IN. 3 NET CIEAR OPENING S.7 SQ FT. 4 FlNISHEO SIU.HQGHT 441N.. 0 ����i� �___- }fl �"'�i l�� � d� ''{.� C/' (�11L NOTE8 1) 1 3/8' 71GHT FlTTING SELF CLOSING SOUO CORE OR 20 MINUTE RATEO OOOR FROM 1HE GARAGE TO THE UVING SPACE 2) OUCTS PENETRAnNG THE SEPERATION SHALL 9E CONSTRUCTED OF NOT LESS 7HAN 26 GUAGE GALVANIZEO STEEL ANO BE CONIINUOUS MATHOUT OPENINGS OR NON METALUC CONNEC110NS. 3) PIPING PENETRATIONS TO BE METAL INCLUOING PIPES EXPOSED IN GARAGE. 1fiAN 26 GUAGE GALVANIZEO S7EEL AND BE CONIINUOUS WITHOUT OPENINGS aR 4�VERY SLEEPING ROOtiI SHALL 8E PROVIOEO 1M1H AN EAIERGQdCY EGRESS MAN�OW OR OOOR PER SECnON 310.4. PROVIOR ?HE FOLLOWING CLEARANCES c) A FlNISHEO SILL HQGHR�T Of' 44" A��LEAST 24 INNCH�ESwIN�FR�ONT�. �ACE AT WATER CIOSET, EXTENDING LEGEND � �wiTM2i/e' ��T PUSIER ON�EXIERIOR ANO 1/2' GYP. BOARO ON INTERIOR �win+2�j24 c�eo�ow�aon���oEs (USE 2 X 6 IF EXCEEOS 13'-0') _____' S/8" TYP "X" GYP BOARD n n n n � 2ND FLOOR: 1276 +34 (STAIR) = 1310 S�Q.FT. 43.06% OF THE 1 ST FLOOR AREA A SECOND FLOOR PLAN � I C I � D 0 � J � � 4.5 � � a 1/4" I 1 W V Z � � � a � _ � � C� w N N LRS A390CIATES �wa�necn��v�c R�o r�w�w o�e�u�e��a GALl�OIr1A tdOM f10M 74Fpl1 N�7�0�1� AIICMIlGT DiAI! NID��GTNO� 5-21-2013 35.2�37 �QALS dUMI ,/s•_r—a� � � A-3 �• � 0 ; � N � O 1 'r N coNC.aoov ni.e SOUTH — REAR ELEVATION +`°°' sP�wisH coNCR� n� RooF '� ni�� P�wE cuziNc FASCU �IENT PUISTER PAINTED 7/6'CEI�EIIr PuTFR ovEa z u�es ���o���� a/a-,F+�ac wo.s�►�+c. MOUIDING .. .. � . �- . � . .., ... . .� ��i1�.. �� • M' '�• �A��A�• • �'� �'• ...I�A�AqA�11AAAAl�r�r���n�r�^r�r�r�w��r���iw��^r�r��n.. _ .��PI�/iO�AI�AAA/I�I�I�I���IA/IAA��AI��IqAA�A�AA/i1�AAQAI�.. •> > - �- �/iA/I��AAAA/iAA1�Al��AAI�A�� ���AAAA/i1�1��AU�;.AA.. • �- ��., � .aA1� ����������ww������������ � II�AA�lil0�11������A�OA► • �- � � - � -�- . ►��� -rt��A�.,......._...�A������w�A�AA��A���R.,��...._��AA��i����A�A�����/��A�. .• � ���/iAA��A�����A11/i����A�11�/iI�1�A/i11��11�11�/i�/iA/1����:.A�A/IA/IA�A�/i�AA1�AAAAA►. _�A���AAAA�AA�A���A�A���AAAA���AA�����A����A���;.���������I����A��������A���►. .n�1��I�I����A/i��AA������/i�����A���AA�A�AA��AArII�����n���������A�O���A�AAA�A�AA���/AAw. ' - ' '-- _'--'__-'----�'-"-'--'-'-'�.�� �� �'_'� 1i L�■� 1' ' !, � � 7 ..I��A�A���%�AA�A�A�����1��. ��'��•� ! ��I / .���������w���������������w��.,. �� II I n�q/iAA/�I/I�AAAA�AOIAAI�AA/�O�A��I�RAA/iArw. - ..A�A�IIAA�AAA/�AAA/iA�IAA/I�I�A/I�I�A�I�A�I��AAI�A�A��►. � wA�l�/IAAI�A/�AI�AA�A11/IAr111A1�A1�/10/�I�AA�IA�/IAA/IA��A/IA/1�/ir.. _ �����1 ..nAA/il��lAA/IA/IAAAAAI�A/II�/IA��n►��/1��^��������w���w�����w��.,. � �. , � . ..������u���w��������������w���.���:::1A�1�A�1/1/iI��A�A�AARI�A�I�f.._ qR►_ � _.������������������������.�������������������������w������������A�.� � w���fr.. _nA���11/i�O��r1A11A��AA���/i���������������������.�11�OA��AI�����AA11�A��/I����I�r._....�..��'�.,........��^�^���^�..�^ L�������f�_ �������������������������� �������������������������������A�d��AAA��A�A�A�A�A�AA����/i1����� � �����' �� ��� �� '��':.iiiii�iiiiii�iiiiiiiw�iiii%i�iiiiiiii�� � _'_____'__'_ _ '_ �'�.7 �•" --- --------- --- ----- ---- --- _ -- __ - - , ���� ��� ��.�� ■ I � ■ ��� ��, ��� ; �� „ ,, i / 1 �� �� � � � � � � � � „ �--- ---- ---� �► ■ �� liillllllllllll IIIIIIIIIIIIIII I III II II � � I II IIII IIIIIIIIIIIIIII __ i��� ��� ���; _- -- , , ��� ��� ��� -- - - -_- � _--_----- - -__ ,_ -:_ .-= ' � / ' _._ -_-'�•'_'�' '••�•' .--_.---_-- .-' ��illllllll IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII = __ =-:-_ _ _ �� _ _.. - _ - - - __ ____���IIIIf�UIIIII1111IIIIIIIIIIIIlllllllllllllllll1111lllllllllll1l�--.__ ,, ., ;., -� . .- . > »- _ NORTH — FRONT ELEVATION ELEVATIONS � �0 ��� ��� � i , �� ,��i�, ` �'�1 ,..���- ;,;� ;`�, � 1 � , ., ._ �r,� , 3 f �� �f�;, 'i.;a � 1/4" I 1 ) U ' � Z ;� a� ! � �W v � w � Q N � , N LR3 ASSOqATES ARCfiiBC."11��I�O PLMMrO we�w�w o�e a■��R c�trawr► s�ow woio�aai �� MCIQSCT O�IE 1110.�'.T IIOt 5-21-2013 35.2937 �O�LE OIM�N 1/4'�1'-0' AL � A-5 �. � W C.� Z W � � a � � � w � a ; � _ — �—' �s As�soaA�s ���� ���.��� �, ,�» �»� �� _� �� �� 5-21-2013 35.2937 �CAL! ORA�1 1����1�-0' AL � A-6 Q � NO'T�� � ALL METAL EXPOSED TO THE VVEATHER SHALL NOT BE IESS THAN NO. 28 U.3.GAUGE CORROSION�tESISTANT METAL 2 RAIN GUTTERS TO BE NOT LESS THEN NO.28 U.S.GAUGE CORROSION RESISTANT METAL.GUTTER LEADERS,SPLASH BLOCKS TO BE APPLIED PER SECTION 1508. 3 GLAZING SHALL BE OF SAFETY GLAZING(TEMPERED GIASS)PER UBC FOR THE FOILOWING: 1)VNTHIN 24 INCHES OF EITHER SIDE OF ANY DOOR. 2)GREATER THAN 9 S�.FT.AREA WITH BOTTOM EDGE LESS THAN 1B INCMES A80VE(AND,HORIZONTAL�Y,VMTHIN 38 INCHE3 OF A WALlCING SURFACES). 4 MAXIMUM VALUE FOR GIAZING=0.75 �'j PROVIDE SAFETY GLAZING AT TUB AND SHOWER ENCL0.SURE PANEUDOORS PER SECTION 2408 CBC. 6 PROVIDE W/R GYP.BD.AT 8 AROUND SHOWER TUBS PER 2001 UBC. 7 FURNACE COMBUSTION AIR TO COMPLY WITH UMC 2001 8 THE CEtLING IN GARAGE AND FURNACE AND FLUES SHALL COMPLY W1TH CBC 2001. 9 VENTIIATION AT LAUNDRY AND WATER C�OSET ROOM TO ROOF SHALL COMPLY WITH CBC 2001 SEC.1205. �0 THE DROP(8"MAX.FOR IN-SWINGING DOORS 8 1"MAX.OUTS�,NGING DOORS)FROM THE TOP OF THE THRESHOLD TO THE LANDING AT ALL EXTERIOR DOORS. �� ATTIC AREAS WITH A HEADROOM IN EXCESS OF 30"SHALL BE PROVIDED WITH A MINIMUM 22"X 30"ACCESS DOOf2. �2 GUARDRAILS SHALL BE MINIMUM 42"IN HEIGHT AND SHALL HAVE INTERMEDIATE RAILS SUCH THAT A SPHERE 4"IN DIAMETER CANNOT NASS THROUGH.UBC 2001 �3 AIR DUCTS PASSING THROUGHOUT THE GAR.4GEMOUSE COMMON WALL SHALL BE NO.28 GA.STEEL OR THICKER. �4 SHOWER FINISHEO 70"ABOVE DRAIN.CBC 2001,302.2 �cJ PLANS SHALL COMPLY WITH THE 2001 CBC,CMC,CPC AND THE 2001 CEC: 106.3.3 �s ALL ESCAPE WINDOWS TO COMPLY WITH CBC 2001. �7 EXTERIOR CONCRETE LANDING TO COMPLY CBC. �8 ATTIC VENTILATION TO COMPLY CBC 2001 SECTION 1503.3. �j U�DERFLOOR ACCSS MIN 18"X 24" �'�::"'� �...�, �M�I�UOO�!�1 �.�.. 1lOU�OlIi pt�Ola ��. ov cx�oE o e�.oc;.a� 3/8'iFMC1C ��� WINDOW AREA ARE IN COMPLIANCE WITH THE FOLLOMANG CBC: PROVIDE ADE�UATE NATURAL IIGHT FOR HAB�TABLE ROOM PER CBC 1203.2 GUEST ROOAAS AND HABITABLE ROOMS WITHIN A DWELIING UNIT OR CONGREGATE RESIDENCE SHALL BE PROVIDED WITH NATURAL UGHT 8Y MEANS OF EXTERIOR GLAZED OPENINGS WITH AND AREA NOT LESS THAN ONE TEN' OF THE F�OOR AREA OF SUCH ROOMS WITH A MtNIMUM OF 10 SQUARE FEET. PROVIDE ADEQUATE VENTILATION FOR HABITABLE ROOMS PER CBC 1203.3 GUEST ROOM3 AND HA81TA8LE ROOMS IWHTIN A DWELLING UNIT OR CONGREGATE RESIDENCE SHALL BE PROVIDEO WITH NATURAL VENTILATION BY MEANS OF OPENABLE EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR AREA OF SUCH ROOMS WITH A MINIMUM OF 5 SQUARE FEET. CRAWI SPACE VENTILATION: UNDERFIOOR VENTILATION MUST COMPLY WITH 2O01 CBC. UNDERFLOOR CROSS VENTILATION IS REQUIRED.TOTAL VENTILATION AREA MUST BE A MIN.OF 1/150 OF THE FLOOR AREA TO BE VENTIIl�TED. EACH SEPARATE ROOF AREA MUST BE VENTILATED SEPARATELY.SEE THE NUMBER OF REQUIRED VENTS AND LOCATION ON PI.AN EACH VENT IS SCREENED W/1/4"CORROSION RESISTANCE MESH. THE REQUIRED NUMBER OF VENTS FOR EACH SIDE OF THE HOUSE IS TO BE SPACED EVEN�Y. ATT�C VENTILATION NOTES: 1) ATTIC VENTILATION MUST COMPLY WITH 2O01 CBC. 2) ATTIC CROSS VENTILATION IS REQUIRED.TOTAL VENTILATION AREA MUST BE A MIN.OF 1/150 OF THE ATTIC AREA TO BE VENTILATED. 3) EACH ATTIC AREA MUST BE VENTILATED SEPARATEIY.SEE THE NUMBER OF REQUIREO VENTS AND LOCATION ON PLAN 1) EACH VENT IS SCREENED WH/4"CORROSION RESISTANCE MESH. 5) WNEN DOMER VENTS ARE USED FOR VENTILATION,THEY ARE TO BE GSM AND VENTEO WITH LOURVER SCREEN TO PROTECT ATTIC FROM RAIN. 8) THE REQUIRED NUMBER OF VENTS FOR EACH SIDE OF THE HWSE IS TO BE SPACED EVENLY. ww. oas . � t ST F.F PERMIElER f'OUNDAl10N `.J ZX ROOF RAFiER�16' �-2X CQLNi�i JOIST5016' -ao enrr�x. MIO.STUp9016'O.0 oa�c aoaw I IMM 3[4'Y!0 PLYr1000 FLIDOR Pw�ria�IM R-19 unoN r-2Xa Fl..101S1'S�16'O.0 �'�?t;�,>-,3% 'p ,- �� . /,.3 ' �� , �;./�'c� ! •.- -... . a= . � � � ..� .. � -.� � . �� -�� - �- �« _ _ ��� ;W ' � r--� -- � j I i , •� �I •� - � � � � .• I - -�. � ; I � I ! i � ---- I i '� � � � � � /, I i � j i � i I � �� � �� I��` ( ----- — �� II �( � .. - . . tl�' "' '• :� -I I = �- = i � � � - � � I j .. � I i •• � : '���� � 1 . • � � � � d'O.0 7/d'CQEl/T PIAIER ou�e z u�ts o�sxaoE o e�.oc.P�e�c�o w� a/e•n*ac wo.s�+�►�+c. � SECTIONS 5�(.; i IUN A-A 1/4" � � V � � � � W � � � Q � � �,A �! � � V w N � I N �s assoaA�s ��W���� ���N���j CALPOMII �IOM f10q 7�b01M ��� � N�.i QAl! !lID�l�TN0. 5-21-2013 35.2937 fGiLS OlN�1 1/4'�t`-0' AL •Qi A-6.1 Q ..�. V � Z i� W � � � � V W - � C�3 Z N � � _ � � � I LRS AS�SOCIATE3 �Ra�recn��v�o R�a ������ cx�► .�a. �.oa� �1�q�e-a� ��� or►a �wiscrMa 5-21-2013 35.2�37 �CALe OMMI i/4'�1`-0" AL �� � � A-7 � �I [�:�1�:�I�:�I�:�1 (_ 1 I -[ -] [- .1 I __I -J ([ _ 1 1 __ [ J ��- . ���::::::::: :::::::::::::::::�'-::::::::::::��:::..: .................. � ' ! ;� �� � �»� . � . .. .... .-��............. '����.... �: ..... ... ........_. ..:.. ...... .................. . .. ..........�;:; . : : .......... .. ............... .......................... ...................... . . ........ . ... ........... ...................... ..... .. . . . ......... . .. ........ .. ...................... ...:: .. . .. ........... ..... . ,,:..... ::... .�: _ _ .� .v��•� - - �',� �'�' �iQ 1 9 � � ,; �����, �_- � :� � - -- �u u� u !! i�ifll - ---- -- �o � � � �as.Q ��. ...r.�c ,���..a.i ��. c�� �� -- -- ......., J-- ...-•.::::::�.� • .......... J' ..........::..r................... .. - ................. ......................�-......... ._. ..................................................•••':::'"':::.:"'...� ._. . .. . _ ,__ __ .. .....,... .. - �_: -;�- -* �-I � ■r �L�i ��� _�J � . i . ■ :::::::::::::::::::::... _ _ .... � ........................... .................. ........... ...... ............................�. .... -•••.................... _............•--..................� ................ ................................................................ ........................._...................... --................... ...................................................................... ................................................ �.•rao-__._ .......................�----.........-�----�---...- -----•---- �--- --.....-•- ................................... - ----........----------- — - ��t7�t�.� - - ---- ------- ---- - - -- - ---- -'� ��_ �. _._____ ------- — ------- --I '_ ,I i ,-� �i =�, --- �i� i _� _ � -- - - �� i'�;, ��� ���; � � � � � � � � �___ � .__� _ , ---, , . :�+��.�� �=--=� ��-- I.�� �s� �1�[i ���l���•--�_�t_�il� _ ���:-:'��.�'"�-'� � � - ` :Q _ .... ...... .. .. ...... ........... ... . � - --- - -- _ __ __ __ _., _ - - -- ----------� � — � -�- ' � ■ ���'� � �.�� .�A .� � I�il � .... . �-: -- - -_�-._ :�� ............................... ..,�� _' r__•_._ _.—� •r _'_— _' __� � � � J���� ��w �-�� � -;�-�1 �� � ,3i!5 5 S �ii j�;a; �� jI � �i ''-' � � � I j � �i � '��'YI � '� IJII11 � il 11� 'li�� � �!'—'_''���i�:'.-lo�i�+����l�i��i���8'�',� � .���_��� ��� �..::.�7���__ �• .w� :� . .............................� S ����_�-1- --:��_�; - _------���. ..... _ -- I'�� �� � �:i:iiiir:��:.,:.......i.�.�i::ii::i:�:i:ti�i::::.... ----- - - ,................. ...... ......................... . ... ............ .. ..... --- '�--�-'-'�� - - . ........................... .... -- ---- � --�-------. ,.------------� �....' . .._ ............. . I/S.. ��---- -----� ------- --- ..............� ��Irf�� .................... . � �� r���� ����� � ��/.F,�1� r�—--i - '1', � � � '9'�9� 9 �9��9� 9� �-1-1-.-1-�.1-:-, ;W;'1�1�1/ '��'��'�1 I�i'Wi 1�/I� [ I_ _I= -I-- -1 . . _� -— --- ',1=l= -� i��- --I- --1-_�� - '■ r�T�T�T�� [�I�l�[�1 C�I�I�=I�� �����I�I�� ._' ..._„ii � 1.� \� �I �� � _. .- �• •i � • �...............��..� . , \ r�t��I�K4�►�Ryrt�rrKr�r� rr�r r� - r�i � i ., ri :.. •i �n�,��u� n � ��u� � �,,n�,u�n�n,nu���u�� �i -��.■■■rrr�■r■■■���r�r■� ����-r� `�- r���rrrrrrrr�rrr����r� ` = - r��r�rrrrrrrrrr��r�r� :=�� r ' i�,�iiiii _-rrr=====-��r�r: %;;�u;, i,,�o��� r�rrr�rrrrrrr���Rrr� ����uiuuu���. r�u�rrrrrr�r���r��� ���_ t■ rr�r�rrrrrrr��r�r�ri I'•�r�r�rir��� ) ��rr�r�r�r� (�rrr��rr r�rrrrrr��rrr� rrrrr��r�r■ rrYrr���r�rr�r�r�rr�� `..�_..���..- rRrrrrrr�r��r��r��rr�r� •�������� r�r�rrrrrr�r�r�r���r�r� - - - - - r��rrr��r■ ��rr�rr■ rr ir���� rrrr�rrrrrrrrr���r�r� ■��rr�wr■ ■r�rrr■ rr�rrrrr r����rrr�rrr�rrr�r�n rr�rrr�r�■ �rrrr�r■ r�rrrrrr ��rrrr�rr�r�rrrrr��r� �� •• � ■�������� �rr�r��rrr�rr���r�r� ,����� rrrr��r�rrrrr�r�rr�r� �'• �'� ' ���rrrrwr■���rrri iiii�.rrrr��rrrr��rrr� � � ' r��r�r�rrr�rrrr����r�ri rr�rr�rr�rr�rrrr�rr��r rr� • .. �rrr�rrr�rr��r�r�rrr� '�_ � rrrr�r�rr��rrrrur�rrr� rr�rrrKr��rr�rr��rrr� � �� �• � rRr�rrrrr�rrrr��r�r� rr�rrrrrr�rr��rrr�r� ��r�rrrrr��r��r�r�r�r� ■����'rrrrr�rrrrrrrr�r�r�r�l r��r�rrrrr.r�rrrrrrr� � .� � �;•.�,� •.11=M1 : .� :. 1 ...�--��-�—��.�.�_�–r...�...�.....v.....r..�..�.rww v.w.ww�c►.��a�v rwR VNwrwwrr I I �_Q " gUILDING FNVFI [�PF ...e. .. oo�vnnv no�r�nTi�►� n� w.� T ____ �-1 � : � � ♦ r �� � n ; � � L n ,� ,� -• +• - - - - - - - - - - - - - - - - - i ——— FOUND BRISS d3K ———————————— —————n n ------------ -- -------- 7o IN MONUTAENT WELL, # $—�— �gE�q{µ�K g '� B � g,� PER 416 M 44 � F�.l�sc� MAC NAII ���k K `� ��� ipp� ELEVATION FOUND 1'OPEN NlON PIPE IN MONUYENT 1MELL,\ PER 30 M JD—J3 ` — — —+� — � I � � � � �$ g� � � A �I �"� O �~ -- - N 00'00'00"W 92.10' �q� GREENLEAF DRIVE (60' R/W) _ N 90'�0'00" E _ a020.82' — T_ — � — � � g g I � � �oc � gl � a;�a �� _aia �� 9� $�e � ---- ^��------ ��-------------� ------------ 9 CO CO I I � I I eacRCrc 1 � �- conc�crz --I--ii i F----� �8 ►.',W. � - --_---- --1 -- I ---� N 90'00' E 7 0' -- w - - - - - � � � x, ,o� �i � I �,�.N M� � x,�..9 i A q � i i I � i o,�•,�� i � i i .,�..z � x,�.,� i O � 1 K�oo.es �:. 0 °°"c�rcrc � � � I �'i IK � � � I CONCIIti[ � � ---- \ — ---�—� I � W _x ioo.ei — x� .ei �io�.en15,00' x��.��_ �0.00' � tir�l � e,a�. ' — � —_t e,e.�. I � V � � I 1p x�oo.0 � � I �-�---,e.t' x,o,a:� � � I � � I zio,.ox � I � � I �_��,13--�� � " � --/.7 - . �� ��� I � i w,00.�o � I I � I \%1D1.5� Mt00.69i'.�� %1 G!� ��C �xjoi,� � � I I ' � i I I N 101.� ( I � x�w.ee � I xi�o�.es I � I � � LOT 23 i �i R�o�.�� ONE8TORY xio�.� WOOD RRAME HOUBE I I HOUSE FINI9H FLOOR■101,60' NC � I � AREN-9,980 SD.FT.* � I � I ' �i' �^o� � I � � Z1 I I I � Rl '" I oowcR[rc I I " 'e Ctl � I � °NRI ; , , i i . �-- 8 I i � 1-- g ib+.�� � z�oi.oe � Q �-�—10.0' xioiae �f�+.oa � _1 Z I j M�o�.n z�o�.ez I Z _.l � � x�oi.» � � x�o�.�� ( x io�.6� I �� M000 OtCK � � � � � ( � xh t.�e x�o�.�� ibi.ae � x�o�. � �( � M ioi.ex � I ` %107,42 �� %101.8� 1t10I.20 I � � ( F� }< x'°�' �i �� Nl � �' � P G � :� J — � 3 � x�o�.s� i � � x�o,.�e � ( � I \�\ x,o,.e� I I it %101.70�`,�--�„` X101.36 x101.41 X101.1f�� ,ox.oa -+ . 6.3' � �iO x ioi.e� ( ' x�0�.42 � »�o�.es � I � � � ( x io�.e� x�oi.oz � �� � — ----�_---_ _---_ ONESTORY � z�o,.oe WOS�DTRAME OARA(TiE pRT I ��� FINIBH FLOOR■101.82' 10Y.13 � � M 102.W I(701.� � I � z ioz.o� � � x�oaoe � � — �oi,» z�o�.s� 'J.4' I x�oa�e x�o�.e4 x�o�.as I x�o�.�� � x�Ct.75----� xi— — --- xi�. xio tpyi�,T.�� _ _ ... — _� N 0 E,b 73.7� � c� -r � � � �Lc� -r 3 � DRAWN BY DCJ CKD. BY THM DATE 07/12/2013 SCALE 1" — 10' ��• * Exp.� LEGEND 80UNDARY PROPERTY LINE CENTER LINE SETBACK LINE FACEOF BUiLDINGLiNE ��������������� WOODEN FENCE GA5 METER Q WATER METER QQ FOUND MONUMENT AS NOTED Q ABBREVIATIONS FL FLOVMLINE TC TOP OF CURB C CONCRETE u� uP oF cut�R G OROUND AC ASPHALTIC CONCRETE D DECK B.S.L BUILDING SETBACK LINE NOTES t. PHYSICAL ITEMS SHOWN ON THIS SURVEY ARE IJMITED TO THOSE 5URFACE ITEMS VISIBLE AS OF THE DATE OF THIS SURVEY AND FROM AVAiUBLE REC�iD DATA. SUBSURFACE OBJECTS, IF ANY, MAY NOt BE SHOWN. SAID SUBSURF�CE 08JECTS MAY INCIUDE, BUT ARE NOT LIMITED T0, UNDERGROUND UTILITY L�NES, UTILIIY VAULTS, CONCRE'fE FOOTINGS, SU65, SHORINO, STRUCTURAL PILES, PIPINO, UNOEROROUNO TANKS, AND ANY OTHER SUBSURFACE STRUCTURES NOT REI�EALEO BY A SURFACE INSPECTION. 2, DIMENSIONS SH01NN HEREON ARE OROUND DISTANCES IN FEET AND DECIMALS THEREOF. 3. NO PROPERTI'CORNERS ARE PROPOSED TO BE SET 8Y THIS SURVEY. 4. ASSESSOR'3 PARCEL NUMBER: 32e-30-172 6, TREE TRUNK LOCATIONS ARE APPROXIMATE. TREES THAT CROSS A PROPER'1`f UNE AT OROUND LEVEL SHOULD BE CONSIDERED TO BE JOINTLY OWNED BY THE RESPECTIVE PROPER'1Y OWNERS. CONSULT hN ARBORIST FOR DETAILS. 6, DIMENSIONS FROM HOUSE TO PROPERIY LINE ARE MEASURED FROM THE BUILDINO fACE OF THE STRUCTURE, PERPENDICULAR TO tHE PROPER'TY LINES BASIS OF BEARINGS BEARINOS SHOWN HEREON ARE BASED ON TRACT MAP N0. 78B RECORDED IN BOOK 30 OF MAPS AT PACES 30-33, SANTA CURA COUNT`f RECORDS. PROJECT BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED ON AN ASSUMED DATUM. A MAG NAII WAS SET IN THE STREET IN fRONT OF THE SITE. ELEVATION 10Q.00'. SURVEYOR'S STATEMENT THIS TOPOORAPNIC SURVEY WAS PERFORMED BY ME OR UNDER MY DtRE ON. � ' � �� /� 1 TOM H. MILO DAT L.S. 8438 EXP. 12-37-2014 'k. /���� ORAPHIC SCAIE JI GP�� � �� Z� 30 4Q 1" � 10' BOUNDARY & TOPOGRAPHIC SURVEY APN: 326-30-172 20832 GREENLEAF DRIVE CUPERTINO CALIFORNIA T• K • M • I Land Surveyors 22 Bohann Drive S ta Clara CA 95050 i408.615. 5 pttate � �408.615. 56fax JOB N0. SHEET 1 / FlLE N0. OF / 1