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RM-2020-018 Stamped Plans ommunity Development Department Planning Division - Cupertino CUrERTINQ APPROVED Case # RM-2020-018 Jc1in Re idence ` Application Num er(s) S Approv Body: Director/Staff Approv Date 09/11/20 Michael Signatu Erika Poveda 20320 Case Mana er D E I N Cupertino , a 95014 GENERAL CONDITIONS/NOTES PROJECT DATA SHEET INDEX SCOPE OF WORK ARCHITECTURAL SHEETS NEW RESIDENCE OF 3089.96 SF PLUS 437.50 SF GARAGE, 412.71 SF OF OUTDOOR 1. All material stored on the site shall be properly stacked and protected to prevent damage and deterioration until use. ASSESSOR'S PARCEL NUMBER: 369-36-024 A0.1 COVER SHEET PORCH Failure to protect materials may be cause for rejection of work. ZONING: R1-7.5 AO.1A AREA CALCULATION 1. NEW INTERIOR AND EXTERIOR WALLS 2. All construction and materials shall be as specified and/or as required by the adopted edition of the California 2. NEW ROOF STRUCTURE AND ROOFING Building Code and all local and national codes and authorities which are applicable. LAND USE DESIGNATION: RESIDENTIAL LOW DENSITY (1 -5 DU/AC) A1.1 EXISTING SITE PLAN 3. NEW FURNACE AND WATER HEATER 4. ADDITION OF BONUS ROOM AND BATHROOM 3. All products, materials and finishes to be installed per manufacturers specifications--no exceptions. NAME OF OWNER: AMIT AND ANUSHKA JAIN A1.2 PROPOSED SITE PLAN 5. EXISTING SHED TO BE REMOVED 4. All required Exit doors shall be operable from the inside without the use of a key or special knowledge or effort. A2.0 EXISTING FLOOR PLAN NET SQUARE FOOTAGE OF LOT: 9,355 SF FIRE NOTES: 5. The General Contractor shall verify all dimensions and site conditions prior to commencing any work. The General EXISTING AREA: 2,138.40 SF A2.OA EXISTING ROOF PLAN 1 . COMPLIANCE WITH THE EWAS REQUIREMENTS. Contractor shall notify the Architect / Owner of any discrepancy of these plans and specifications. A2.1 PROPOSED FIRST FLOOR PLAN 2. ADDRESS NUMBERS SHALL BE PLACED IN A POSITION THAT IS PLAINLY AREA OF GARAGE: 391 .60 SQ.FT.6. The General Contractor shall maintain the job site in a clean, orderly condition free of debris and litter, Each A2.3 PROPOSED ROOF PLAN LEGIBLE AND VISIBLE FROM THE STREET FRONTING THE PROPERTY. THESE subcontractor immediately upon completion of each phase of his work shall remove all trash and debris as a result of TOTAL (E) HOUSE AREA: 2,530.00 SQ.FT. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. NUMBERS SHALL BE his operation. The job site shall be left clean and swept each day by the end of work that day. (INCLUDING GARAGE) A3.0 EXISTING & PROPOSED ELEVATION MIN. 4" HIGH WITH A MINIMUM STROKE OF 0.5". WHERE ACCESS BY A 951.56 SQ.FT. A3.1 EXISTING & PROPOSED ELEVATION MEANS OF PRIVATE ROAD AND BUILDING CANNOT BE VIEWED FROM THE 7. No portion of the work requiring a shop drawing or sample submission shall be commenced until the submission has FIRST FLOOR AREA ADDED PUBLIC WAY, A MONUMENT, A POLE OR OTHER SIGN SHALL BE USED TO been reviewed and acted upon by the Architect / Owner. All such portions of work shall be in accordance with the (HABITABLE) A3.2 EXISTING & PROPOSED ELEVATION IDENTIFY THE STRUCTURE. reviewed shop drawings and samples. GARAGE AREA ADDED 45.90 SQ.FT. 3. PROVIDE FIRE SPRINKLERS IN CONCEALED SPACES U A3.3 EXISTING & PROPOSED ELEVATION 8. The contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the contract TOTAL HOUSE AREA WITHOUT GARAGE: 3,089.96 SQ.FT. documents, and shall not unreasonably encumber the site with any material or equipment. A3.6 SECTIONS TOTAL HOUSE AREA WITH GARAGE: 3,527.46 SQ.FT. T-1 TOPO PLAN 9. Should an error appear in specifications or drawings, or in work done by others, affecting this work, notify the Lena Grozman Architect at once for instructions as to procedure. If contractor proceeds with work affected without instructions from AREA COUNTED TOWARDS FAR BUT NOT PART OF THE HABITABLE AREAS Piano School n the Architect, the contractor shall make good any resulting damage or defect. o 10. Should conflict occur in or between drawings and specifications or where detail references on contract drawings FRONT PORCH: (PART OF FAR) 69.70 SQ.FT. 5' o have been omitted, contractor is deemed to have estimated the most expensive materials and construction involved REAR PORCH: (NOT PART OF FAR) 412.71 SQ.FT. unless he shall have asked for and obtained written decision from Architect as to which method or materials will be required. AREA ABOVE 16' HEIGHT 118.12 SQ.FT. an Music 11. All patching, repairing and replacing of materials and surfaces cut or damaged in execution of work shall be done HEIGHT (FROM LOWEST 18'11" MAX <28' with applicable materials so that surfaces replaced will, upon completion, match surrounding similar surfaces r� NATURAL GRADE) o �, 12. See documents prepared by the Civil Engineering, if applicable, for all finish grades, drainage and site details. NO. OF FLOORS: 1 Clifden Way Clifden Way Review all site utility documents, landscape and irrigation documents prior or commencement of any under grounding or N U trenching. Notify the Architect immediately of any discrepancies of the contract documents. TYPE OF CONSTRUCTION: V-B 13. Construction contractor and his subcontractors agree that in accordance with generally accepted construction OCCUPANCY GROUP: R-3 / U practices, construction contractor and his subcontractors will be required to assume sole and complete responsibility for o job site conditions during the course of construction of the project, including safety of all persons and property, that HOUSE IS FIRE SPRINKLERED YES 020320 Michael Court a this requirement shall be made to apply continuously and not limited to normal working hours, and construction FAR 3,715.28 SF contractor and his subcontractors further agree to defend, indemnify and hold design professional harmless from any .� and all liability, real or alleged, in connection with the performance of work on this project, except liability arising from 5�0 ARCy 21 SF626. t�� �1P R ✓ />. the sole negligence of design professional as identified in item # 14 of these general conditions. LOT COVERAGE 4, 14. General Contractors, Sub-contractors, Builders, and Owner are to check all drawings for errors and omissions prior Giliick Way to commencement of construction. Any errors and/or omissions must be reported immediately to the Architect in writing prior to commencement of construction. The Architect will not take liability for any errors and/or omissions not PART 1 .0, CALIFORNIA ADMINISTRATIVE CODE C 31760 reported immediately in writing prior to commencement of construction. The Architect's liability for the total project PART 2.0, 2019 CALIFORNIA BUILDING CODE (CBC) GN�� Ren. 06-3o-Zo2 shall not exceed one thousand dollars. PART 2.5, 2019 CALIFORNIA RESIDENTIAL CODE (CRC) ckWay � of OPT-��`o 15. All screws/nails in finish woodwork to be countersunk and filled smooth with putty to match finish. PART 3.0, 2019 CALIFORNIA ELECTRIC CODE (CEC) 3� Gillick Way 16. If the manufacturer's specifications and applicable codes are not consistent with each other, notify the architect PART 4.0, 2019 CALIFORNIA MECHANICAL CODE (CIVIC) a immediately prior to commencement of any work and await direction or contractor accepts full responsibility of work PART 5.0, 2019 CALIFORNIA PLUMBING CODE completed.. /� GENERAL NOTES PART 6.0, 2019 CALIFORNIA ENERGY CODE gerRa 00 17. All gypsum board to be a minimum of 5/8" TYPE 'Y' sheetrock, smooth finish or as otherwise indicated on PART 9.0, 2019 CALIFORNIA FIRE CODE Q 1. THIS SHEET IS PART OF A SET & IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE THE DWG. drawings. Install as needed to meet applicable codes. Use radiused corners. PART 1 1 .0, 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE fD 3. ANY DISCREPANCY OR ERROR IN DWG AND FIELD NEED TO BE BROUGHT TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. 18. Electrical, Mechanical, Plumbing, Fire Extinguishing System and Fire Alarm System to be Design/Build. B 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT & ARE FOR USE THE APPLICABLE CODES ARE AS AMENDED BY THE o///tiger 5. OPYRIGHIS OJECTONLY � 5. COPYRIGHT ©OF ARCHANA JAIN. 19. A delta ("A") symbol located at the top right hand corner of any drawing indicates that drawing has been STATE OF CALIFORNIA AND THE CITY OF CUPERTINO derJoe'S Rd significantly revised and should be treated as an entirely new drawing. .o 0 SHEET NAME 20. Contractor to protect all interior spaces (as required) from any weather, theft, or vandalism. c 21. All walls floors and ceilings are to be finished to match existing adjacent surfaces. All new finishes and fixtures rl Bp/%nge/1�N are to be approved by owner or architect, prior to installation. ARCHITECT CIVIL ENGINEER > COVER SHEET Go g!e STERLING CONSULTANTS OVilla Victoria ApartmenL. 0 22. Relocate or install new plumbing, gas, and electrical lines (as required) for the new construction. ARCHANA JAIN DILIP KISHNANI 23. Contractor to dispose of all debris at an approved dump site per all Town, County, State and Federal regulations. 1631 VILLARITA DR 11040 BOLLINGER CANYON ROAD, CAMPBELL, CA 95008 SUITE E-102 LOCATION MAP 24. Contractor to notify owner and architect if he suspects that any asbestos is on site and stop work immediately SAN RAMON, CA 94582 SITE REVISIONS BY until authorities have proved the work to be safe. PHONE: (408) 679-2333 1 sterlingconsuItonts@gmail.com AJSDESIGNS®HOTMAIL.COM PHONE: 925-705-3633 25. Smoke detectors shall be installed in all bedrooms and halls. 26. All roof flashings to be primed and painted with rust proof paint. STRUCTURAL ENGINEER L 27. Bidding ARUN SHAH & ASSOCIATES - The contractor needs to examine all the drawings and the site conditions if they are different from the drawings 43072 CHRISTY ST verify all the existing conditions on site and notify the architect prior to any construction FREMONT, CA 94538 Please bid for max. of 10 colors in a bid, not exceeding 4 colors in any given room at a time. PHONE: 510-220-4264 28. All wood coming in contact with concrete must be pressure treated, typical. 29. Contractor & sub-contractor's responsibility to make sure that all materials installation & craftsmanship for this project meets all applicable codes. 30. Incorporate best management practice (cbmp's) into construction plans & incorporate post construction water run-off DRAWN: measures into project plans in accordance with the city's urban run-off pollution prevention program. 31. All exterior plaster finish shall be 7/8" smooth cement plaster finish unless otherwise noted. CHECKED: 32. Plaster expansion joints should meet the following criteria or as shown on the drawings. DATE: 3/28/20 a. no length should be greater than 18 ft. in either direction. b. no panel should exceed 144 sq. ft. for vertical applications SCALE: c. no panel should exceed 100 sq. ft. for horizontal, curved, or angular sections d. no length-to-width ratio should exceed AS SHOWN 2 i% to 1 in any given panel. 33. Flashing provider to prime and paint with rust proof paint all flashings. JOB No.: I AM THE RESPONSIBLE ARCHITECT OF RECORD ON THIS SHEET No.: PROJECT AND WILL BE RESPONSIBLE FOR REVIEWING AND COORDINATING ALL SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING DEFERRED SUBMITTALS, FOR AO . 1 COMPATIBILITY WITH THE OVERALL DESIGN OF THE BUILDING. ommunity Development Department Planning Division - Cupertino 'CUPERTIn4 APPROVED Case # RM-2020-018 jc1in Re idence ` Application Number(s) S Approv Body: Director/Staff Approv Date 09/11/20 DESIGN • Signatu Erika Poveda 20320 Michael Case Manager Cupertino , a 95014 30'4.5" 7' M 61.21 SF 00 29'3.5" N U OUTDOOR OPEN PORCH NOT 351.50 SF COUNTED TOWARDS FAR N 20'1 1 co V1 � co O � CT LQ 0 Lq B N LO 992.99 SF .� 230.35 SF N L c� N E 2012.15 SF O 241.60 SF A C 1641.68 SF 0 617.04 SF (�1 39'6.5" PORCH P 538.97 SF P � PORCH 69.70 SF N Q A"C+y N Q J 437.50 SF F SF 0 668.77 SF GROUND COVERAGE INCLUDES N Ren. 0 C 317�6-30-2021 O�Q ROOF OVERHANG, PORCHES 345. = 118.12 SF OF AREA FOR HEIGHT 14'2.5" ABOVE 16' 00 20'11 14'3 " 6'11" 39'1.5" GENERAL NOTES 1. THIS SHEET IS PART OF A SET & IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE THE DWG. 3. ANY DISCREPANCY OR ERROR IN DWG AND FIELD NEED TO BE BROUGHT TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT & ARE FOR USE GROUND COVERAGE O5.N PS�PGHT ONLY A CHANA JAIN. FIRST FLOOR SCALE 1 "= 10' SHEET NAME FAR DIAGRAM SCALE 1 "= 10' FAR CALCULATIONS FAR = 3715.28 9355 0.40 CALCULATIONS A 1641.68 B 230.35 LOT COVERAGE 4626.21 9355 0.49 LL C 617.04 GARAGE (H+J) 437.5 REVISIONS BY E 241.6 F 345.46 HABITABLE AREA 3089.96 G 13.83 J 437.5 OUTDOOR PORCH 412.71 P - PORCH 69.7 Q- AREA WITH HEIGHT ABOVE 16' 118.12 TOTAL 3715.28 LOT COVERAGE L 2012.77 DRAWN: M 61.21 CHECKED: N 351.5 0 992.99 DATE: 3/28/20 P 538.97 SCALE: Q 668.77 AS SHOWN JOB No.: TOTAL 4626.21 SHEET No.: AO . I A ommunity Development Department Planning Division — Cupertino �CUPERTINQ APPROVED Case # RM-2020-018 ' \ `S Application Number(s) �\ e Approv Body: Director/Staff \` ♦♦/\ 0�39'�2„ Approv Date 09/11/20 \ / Signatu Erika Poveda ♦ � �� T OD FENCE DESIGN Case Manager , Q a ,� 0 0 44 36, EB 12"0 � " .1.� PARAQIS LOWERING \ RY 8CETREE ♦ �O / off` 6"0 PALM 'TREE - ♦ \ \ 1 �Q // POOL TO BE a.. �� ♦/ \ / CLOSED \ // 4 ion � ♦ 10 \ E os6 q� 1 P •q - ,0 ro / / . . ° ;., .o.a <CONCRETE. O o. . •$ ° THE / • ' . °° ° ° 1 �I A A. ° / . J O ' •° M . • q ° .° ��Oj / ° , qa� CHIMNEY / O / PCE 1 v METER Ri / I • r� g � ' 4 o 55 Q I o� 8• EXITING HOUSE I �� � O � Y / ° EL WH 2�93 / / FURNACE 10„ v RI / /' ' P CLOSET rREE 1 / 5�� ARCy i /' (E) LAWN R �q����` \'SH Eb a v TO/"BE EXISTING 6' G' R,EMOV�Ek� `�� C 31760 i GARAGE '9j Ren. os-30-2021 rc` �p / ��� / Co PA M �' 1 BALM \ T E ' 0 b TREE / 1 I Q 1 PA M 1 GENERAL NOTES �� / ✓ TR 1. THIS SHEET IS PART OF A SET & IS NOT TO BE USED ALONE. \ / 2. PLEASE DO NOT SCALE THE DWG. 10 ° ° 3. ANY DISCREPANCY OR ERROR IN DWG AND FIELD NEED TO BE BROUGHT PALM ° TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT & ARE FOR USE i )q TREE • ° ON THIS PROJECT ONLY � 6 ,/ � �� °� '° 5. COPYRIGHT ©OF ARCHANA JNN. T ° 15"0 LIQUIDAMEAR ° .. STYRACIF UA G/i SHEET NAME . EXISTING CoN ` ET> a 1Q,, •,. SITE PLAN F ° / 24" ITAZIAN / �% i CYPRESS ./ REVISIONS BY MICHAEL Z, •'°' COURT 0 L / ND LORA (E) CONCRETE / TO BE REMOVED e� ;" o nn NOTES V" ff LIQUI AM AR 1 . EXISTING POOL TO BE DEMOLISHED UNDER ( M CIF UA SEPARATE PERMIT V. e 2. NO LANDSCAPE CHANGES BEING PROPOSED 3. NO TREES ARE BEING REMOVED DRAWN: 4. ALL TREES SHALL BE PROTECTED CHECKED: DATE: 3/28/20 SCALE: AS SHOWN JOB No.: EXISTING SITE PLAN SCALE : 1/8„= SHEET No.: Al I NORTH rr VTVI i ppvq<�pM�r tLD "ent OWNERS CERTIFICATE PUBLIC WORKS NOTES: by h We remit AW- Planning Division-Cupertino W y we are Aeowmrsa f ar have some 111hl jn,117d to the real property included within the subdivision shown upon ffis map;lhaf wean the on/ypersons whose commiis necessary tapass ackar title 1 ) APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER ksold real property and we hembycansmik Memkinyof this map and subdivision asshown with/nthe blue border Case # (FAUCkTM_ ®_pWWERHEADS) SHALL COMPLY WITH AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS Imes andioihereeordingthereof andibO we herebyoffer for dedicokkiopubllc4'sedstreelsandportioas P tlo s IREMENTS OF 2019 OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING ofsireebnotheretoforeeAstmyes public StmOsas shown onsaidmape617saidsubdiVIs67. S in this sub Wee also here ubllc use but reserre exclusive) for the owners of lots divisiog,thasecertain CALIFORNIA GREEN BUILDING REQUIREMENTS THE COURSE OF CONSTRUCTING IMPROVEMENTS PUBLIC INTEREST �dedicate for p y Ap p ro v B6dy:J Di?6i±6r4rS-aff)PEN I N G S; ANNULAR SPACES AND strips of land across the ends of streets designated as")'Reserve"ond ind/cated by o hied line,until sash time A ro v DSO U 109)/1 if/�S, ELECTRIC CABLES, CONDUITS OR OTHER REQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF os addiiionalland ad,/oining is accepted for sireefpurposes by fhe propergoyerniny body,ai wbkh time ihis pp CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY reservefim shell termiWieandbeofnofurtherehfe DESIG N 0 P 0 R WALLS SHALL B E We also hereby dediroteto publrcuse easements forAublic Ufilities oribr Sarin groins and/or San/r6ry Sewersar,croon Signatu _I I F Ica P� da T T r P,SSAGE OF RODENTS BY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION avarthvs♦cerleiosfrosWlam'IJ Apfweea flra/rara onside/irks�6hono'aNiedreka�/i,�aetxhdsiaafedas CLOSING"� 7l"QPENINGS WITH CEMENT MORTAR, OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS 11'(padlieU/,/ilyImoom)and/orSF1rC5Jcrm0i�lwfeA�ment)eh rkC'4"(�whky-em, asemeO),9 CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR mrmerrfsoader,oeoramrffwcerinins gra�/a�ddP//aeo da �si9�tafedarilf.0mArfosement)aid THE ENFORCING AGENCY. CONTRACTOR. easssfnfs Ar wire cJearnix'epar/bser only a w Mm carfaln areas 4kmvr nand desgnaledas"lf/C,i."(me C'/earance 3. A MIN. OF 6 5% OF THE CONSTRUCTION WASTE EQrernerN) pad%c N4/j AVAWnts, S srm praraage Ease�nenls aaa'Sa y�e�Fr Easramerrfs krpa'fine vad GENERATED AT THE SITE IS DIVERTED TO RECYCLE OR 2) CONTACT PUBLIC WORKS, (408) 777-3104, FOR INSPECTION OF c%arofbvrldhysondsJrr,�r'uresazaaykr�dexaefu/fences. Uf!/hjCamobaysfrucrespermiy�dmAadJ.c U/ilify�serr,>sn�s onlq.Wire C�t°cranc a Easemenh cla/m' ld 6vrldinys,structures end ooPur> aces f�rrelo SALVAGE. GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. sllich*XfoamarimWV/,eightaFf?fleenfret4d&thegr at hi-ground/roeWf We, �� ,00.39 4. WHERE LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT CITY T/1'Lx JNSURArdCf COMPANY, c corporatiarr Owk a� � �0 3) ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO ORDINANCE, A CONSTRUCTION WASTE MANAGEMENT PLAN OCCUPANCY. � 6' TALL WOOD FENCE SHALL BE SUBMITTED FOR APPROVAL TO THE ENFORCING vacs ssfasv7� AS51SrAAlr scRer�aRvmQ AGENCY. CITY TITLE INSlT�'ANC£ COMPANY, a cbrparo�'iwr, TBYSTEE, ,i �� 4) CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND St , 5. 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING �4J' F` / �, o„� '� 36' SHALL COMPLY WITH THE VOC EMISSION LIMITS DEFINED ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN wcE SicsNr pssrsraHrssc roRw, s�9 a �dN LUEBIRD OF 12"0 ��� CONDITION. �9 ti�,,� PARADISE' FLOWERING IN THE COLLABORATIVE FOR HIGH PERFORMANCE \ _ 5' PUE SLO,PECHERPY SCHOOLS (CHPS), LOW EMITTING MATERIALS LIST OR BE ��� // . . \� 57K`N TREE \ I� CERTIFIED UNDER THE RESILIENT FLOOR COVERINGS 5) CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION \ _ IN �a �� � BBLER �_ I INSTITUTE (RFCI) FLOORSCORE PROGRAM. PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. _�,` SLOPE h� 6"0 PALM -- \ S4 `� /I 5% ROOF OVERHANG 6. MOISTURE CONTENT OF BUILDING MATERIALS USED IN \�-TREE- WALL '- , i ��' / �/ � a , �� --- � AND FLOOR FRAMING IS CHECKED BEFORE \ UTILIZE BEST MANAGEMENT PRACTICES (BMP'\ AS REQUIRED BY \ \ SNN '�Q' '' - RWL ---------------- — SLo,Pi / ENCLOSURE. THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, 01 co 57. i �' °� - a \, /:. P00 AREA WITH I RWiL I 1 WHICH DISTURBS THE SOIL. \ �4j \ o MULC AND PRIOR TO ROUGH FRAMING INSPECTION OR PRIOR TO ANY `\ / // \e... SEASON i 3� 7 A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT a� / Vie,'•, a FLOWERS 3'� 841 WORK TO COMMENCE WITHIN THE PUBLIC RIGHT OF WAY, ) _Ld WHICHEVER COMES FIRST, THE OWNER AND/OR THE CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY \ / /% °� SL 5 CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT. AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN 10 � O CONTACT THE PUBLIC WORKS DEPARTMENT AT (408) OCTOBER 1 AND APRIL 15. 0 777-3354 FOR REQUIREMENTS AND PERMIT. ALL TREE \ �' o I I ENCROACHMENT PERMITS REQUIRE A CERTIFICATE OF LIABILITY 8) TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS / .� ° INSURANCE AND A SEPARATE ENDORSEMENT NAMING THE CITY ♦' y R..WL •\ROE-OVERHANG--- OF INSPECTOR FOR FINAL INSPECTION. ♦ / . - - CUPERTINO AS ADDITIONAL INSURED AS WELL AS A VALID Cps• OV RHEA. SLOPE CONTRACTOR LICENSE (NOTE: LICENSE B CONTRACTORS ARE / ELECTRI . L,. , I t� °. . °. \ ONLY PERMITTED TO PERFORM WORK ON-SITE AND WILL NOT g) ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, / f ° O z 1 / CONCRETE BE PERMITTED TO PERFORM WORK N THE PUBLIC RIGHT OF DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO � � � • �, . a 6 W.QLK. ° P� a.1 Q Q1 I • r� WAY). LANDSCAPED AREAS. /• °` :. = _j Ld 1 0) PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF THE r° / r ROOF OV RHANGr ° ; I I °1 V A— v, WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN \�% --- a. ° " I C 4 ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. O ♦ LANDINC o` °. ' 14z -� ♦ o O ° §Lb I c0 � U PGEI V NOTES: ♦ / �' METER PLO EC:) CD rri PLEASE VERIFY ALL EXISTING SETBACKS ON SITE o � ♦ p C� ♦ I PLEASE VERIFY THE FENCE IS ON THE PROPERTY L E � 8 , ; % CUPERT l NO SANITARY DISTRICT CONTRACTOR TO VERIFY ALL SITE SETBACKS PRIOR TO / �� c3L° "SEWER" CONSTRUCTION ♦ �� R LID MARKED SEWER E 5' MAX GRADE SITE WILL BE GRADED DURING CONSTRUCTION 0 MAINTAIN �b� i / EXITING HOUSE POSITIVE DRAINAGE AND GRADE 8" BELOW WO D. (I� I o V �` SLOPE AWAY FROM EXTERIOR FOUNDATIONS 0 BE 6 MIN i♦ 10„ // 4, �1„ WITHIN 10 FEET (5% MIN). AT IM RVIOUS URFACES, A CH Y - e �i2 MIN 2% SLOPE IS PERMITTED EL / I � C 31760 ♦ E / SOLA I I 9j Ren. 06-30-2021 REMOVABLE THREADED PANEL NEW CAP PVC SDR26 12"0 / ,' METE ADD11 I V OF V ♦ PRIVE�� / AC T I "CONTRACTOR SHALL PROTECT ♦ THE / ' CONDE $OR T EE I I SET CHRISTY BOX ON Q� TOP OF BRICKS LAID EXISTING TREE AND TREE ROOTS si / 60 DB �W'L o VERTICAL I RADIALLY OR 8"x8" OF �� 2��' / i' ' > FROM ANY DAMAGE. TREE ^� �'-�" I GENERAL NOTES o w RISER I I 3/4 CRUSHED ROCK ip��Q" ♦ / � �E� �� N I - ,-�-_ x Z PROTECTION SHALL BE , °' / C; -- - ----- -- a W t,7 , B U B B L�R 1. THIS SHEET IS PART OF A SET & IS NOT TO BE USED ALONE. o Q z 1/8 BEND INSTALLED PER CITY STANDARD `� / / SLOPE S�PBROOF bVERHANG ,� 2. PLEASE DO NOT SCALE THE DWG. I c1 m w DETAIL 6 4," ��� ♦ / ' \� 5k GARAGE 15% 1 ��� 3. ANY DISCREPANCY OR ERROR IN DWG AND FIELD NEED TO BE BROUGHT Z o U 3/4" CRUSHED ANGULAR ♦ `r �� ' iz WATER �� I TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. — ROCK. SEE NOTE 6 \ ' 1' z I IN I 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT & ARE FOR USE �UBBLER i co �? o � PLAIN END / � � // ,' '�� iQ I � ON THIS PROJECT ONLY � o PVC SDR26, » / \ i \ 24„� \ ( p 5. COPYRIGHT OF ARCHANA JNN. 04 w TYP MISSION CLAY ARC ` / i cow m SHIELDED", FERNCO / i PALM w ' TYP"SH. RING" COUPLING, J \` 1 5°'� i `\ TREE Q 0t, // �`` PALM SHEET NAME > PROPOSED CUT EXISTING LATERAL \ / \3 •• TREE 1 AND INSTALL ONE-WAY v � PA CLEANOUT ALL RWL TO HAVE SPLA41 �� TR I SITE PLAN \p SEE _—ynp , 6" TYP BLOCKS — — NOTE 3 \I i' i 1� EXISTING PVC OR VCP dBE / �` `rsF0'ALL WATER DIVERTED TO PALM ____ - - - - - - - - - - _�' �'______ EXISTING LANDSCAPE VIA TREE o, ° BUBBLERS TO MAIN 6 - - - - - -- ------------ - - -- SLOPE 5 AWAY FROM HOUSE �'O '� TR ° 15"0 G ER D IL \ LIQUIDAMBAR REVISIONS BY AND `j' INTO NATURAL SWALE U F °, LUA NOTES: TOWAR THE STREET F/l/C, - -- °\ °.�. ______ / \\1 . ALL PIPING SHALL BE PVC SDR26 . FITTINGS SHALL BE PVC SDR35 . �12, ROSES BCONp . . P . a. 2. ALL CLEANOUT BOXES SHALL BE BE CHR I STY CONCRETE PRODUCTS MANUFACTURED NOTES: '. D SWAY M ote: BY OLDCASTLE PRECAST , INC. // 2 7 ,, �• `�'�,. ...,. ° e \ m NO CHANGES BEING PROPOSED T/0 THE LANDSCAPE AND WATER LATERAL AND WATER F 24" ITALIAN �° ° 4 RISER 6 RISER HARDSCAPE. LANDSCAPE IS bItSS THAN 2500 SF CYPRESS ' \ METER MAY NEED TO BE B \ER °:.•: • UPSIZED. \ NON-TRAFFIC TRAFFIC NON-TRAFFIC TRAFFIC SEE SHEET Al . 1 SHOWING TH LANDSCAPE CHANGES BEING " °` °Q ENCROACHMENT PERMIT AND BOX F08 G05T F08 G08T \\ . 5 SSE \a \� TO BEEDR REQUIRITIONAL ED. AND BOND WILL LID FoBC G05CT FoBC G05CT PROPOSED WHICH ARE 385 \F ��� �, 4.� • MAIN o TO SS WATER \ MAIN ALL RAIN WATER LEADERS WITH SPLASHBLOCKS DIVERTED 208>> � 3. CONNECTION TO DISTRICT LATERAL SHALL BE MADE ON PIPE IN GOOD CONDITION . 0 ° MA OLA 4. STAMP OR GRIND FACE OF CURB WITH "S" WHERE LATERAL PASSES UNDER CURB , TO LANDSCAPE VIA NATURAL EXISTING SWALES G ND FLORA DRAWN: IF NOT PRESENT FRONT YARD SETBACK MICHAEL 5. 1/8 BEND MAY BE PART OF 45° WYE IF APPROVED BY DISTRICT AREA 1226 SF � °�° ; 6 . BEDDING MATERIAL SHALL FOLLOW CUSD STANDARD SPECIFICATIONS SECTION 3 . 17 ALL DRAINAGE PER PUBLIC WORKS REQUIREMENTS 40% = 490.40 SF o Q ; CHECKED: PROPERTY LINE CLEANOUT ON EXISTING LATERAL DETAIL 9 , EXISTING LANDSCAPE IN \e :. COURT DATE: FRONT SETBACK a p PROTECT CITY STREET 3/28/20 396.50 + 243 v. 10,0 TREE WITH STANDARD SCALE: DR. BY: DATE: CK. BY: DATE: = 639.5 SF - 52% LIQUI AM AR DETAIL 6-4 ED 08/30/2017 FQ 10/20/2017 APPROVED. BY: � DATE: 10/25/2017 STYRACIFLUA AS SHOWN V ' JOB No.. SHEET No.: PROPOSED SITE PLAN SC&E : 1/809= Al . 2 LANDSCAPE PLAN NORTH ommunity Development Department Planning Division — Cupertino 'CUPERTIn4 APPROVED Case # RM-2020-018 ` Application Number(s) S Approv Body: Director/Staff Approv Date 09/11/20 Signatu Erika Poveda DESIGN Case Manager D 8'x6'8" 51 '-11 '° 0. lo D 8'x6'8" W —4'x6' W —4'x6' W -2'4"x2' W 3'4"x3'4" I� 6'-84„ 21 ' 41" 0 4. loBEDROOM #4 2 0 FAMILY ROOM BATH #2 � LIVING SLAB ON GRADE BATH #1 l 0 CLOSET MS 0 � 6.5" 1>> � 12 Qo • r� 60 `^LJl O BEDROOM #3 I x —� a.Z DW LOSET X aco II N ATTIC O KITCHEN DINING M �� ACCE S N U 00 III III BEDROOM #1 11, CLOSET REF. 6 24 CLOSET 0 HVAC W 4'x4' Sip A,x 9' 10�" LAUNDRY/PANTRY 2 c� 1 1 ' 14„ W 6'x3' WH -1 11 F C-0 Ln CLOSET 0 10'-04" `�� C 31760 9, Ren. 06-30-2021 BEDROOM #2 OF CN0�o 9.25" 0 I ---- ---- 13' 5„ 1 GENERAL NOTES 1. THIS SHEET IS PART OF A SET & IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE THE DWG. 0 3. ANY DISCREPANCY OR ERROR IN DWG AND FIELD NEED TO BE BROUGHT ATTIC TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. T ACCESS W —6'x4' O4.N THESE PPLANS ROJECT AND PRINTS ARE OWNED BY THE ARCHITECT & ARE FOR USE N 1 6' 44" 5. COPYRIGHT O OF ARCHANA JAIN. 0) _ GARAGE SHEET NAME : co 391 .60 SF 00 EXISTING FLOOR PLAN VERIFY ALL EXISTING DIMENSIONS ON SITE NOTE: 20'—1 REVISIONS BY " ALL (E) WALLS TO BE REMOVED FOR INCREASED CEILING HEIGHT L W 6'x4' GAS METER 20'-8" L EXISTING FLOOR DEMO PLAN SCALE : 1/4"=1' Z� DEMOLISH ALL WALLS DRAWN: CHECKED: DATE: 3/28/20 SCALE: AS SHOWN JOB No.: NORTH SHEET No.: A2 . 0 ommunity Development Department Planning Division — Cupertino CUrERTINQ APPROVED Case # RM-2020-018 ` Application Number(s) S Approv Body: Director/Staff Approv Date 09/11/20 Signatu Erika Poveda DESIGN Case Manager I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SLOPE aI VI F 4":12" I I F- --------- --------------------------------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I SLOPE I 4":1 2" I I I UI (E) COMPOSITION SHINGLE ROOF, CLASS "A" I I I I � I � I I I o ENTIRE ROOF TO BE J SLOPE DEMOLISHED 4":12" �..� I I I � C o II I I I I I I I I I I I I EO ARC I I ��v�PNP R ✓��/�� ------------------------------------------------- I SLOPE I 4":12" `n� C 31760 I I I Pen. 06-30-2021 OF �iP\-\ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I GENERAL NOTES 1. THIS SHEET IS PART OF A SET & IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE THE DWG. 3. ANY DISCREPANCY OR ERROR IN DWG AND FIELD NEED TO BE BROUGHT TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT & ARE FOR USE ON THIS PROJECT ONLY I I 5. COPYRIGHT O�OF ARCHANA JNN. I I (E) COMPOSITION SHINGLE ROOF, CLASS "A" SHEET NAME EXISTING ROOF PLAN I I I I I SLOPE 4":12" I I I I I I I I I I I I I I REVISIONS BY I I I I I I I I ---------------------------------------------- L DRAWN: EXISTING ROOF PLAN SCALE : 1/4"=1,_0„ CHECKED: DEMO ENTIRE ROOF DATE: 3/28/20 SCALE: 0 AS SHOWN JOB No.: NORTH SHEET No.: A2 . OA ommunity Development Department 2E' 4-'-" PI ✓T(EiTpertino01 All available grounding electrodes .shall be used to ground a new sen ice CEC 250.50 / - CUPERTINQ APPROVED Case # 1 . RIRI _ f�S AT DOORS ARE FINISHED DOOR Grounding Electrode System Metal Water Piping System Section 250.50 Bonding Requirements Application um er s) J s 58c11on,'50 t04�A)(1) , - i The metal water piping system --` Approv Body2.Dire(RU4IJC5N6 SHALL BE BUILT IN ACCORDANCE 'I; must be bonded to one of the _ --_ --- 9' S„ o E Bonding falio�nrin - TANKLESS WATER HEATER NOTES: SH WERi -I Approv Date 09/�NlTb ALL APPLICABLE FEDERAL STATE AND Jumpers f 1,Sarvgrsenclosure A LUC AL ( UUtS REGULATIONS. - - , 2.Grounded service conductor OFFICE T DESIGN Signatu Erika Poveda A 3.Grounding electrode conductor A. A 120 V ELECTRICAL 1�ECEPTACLE THAT IS WITHIN 31) °� MASTER 3. C`a��l`�f I;� eLTOR SHALL PROVIDE PORTABLE FIRE � � � 4.Grounding electrode Metal 3' FROM THE WATER HEATER AND ACCESSIBLE To THE CLOSET :.M _ EXTINGUISHER PER LOCAL FIRE MARSHAL. Water WATER HEATER WITH ,NO OBSTRUCTIONS -• =; Piping BATHMASTER - B. A CATEGORY'lII OR IV, OR TYPE B VENT WITH A The following grounding electrodes that are ,• ,' 4. VERIFY IN FIELD ALL DIMENSIONS; CONTACT es 9 h STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND = �I present must be connected together to form I� ARCHITECT IMMEDIATELY WITH ANY the grounding electrode system: # THE SPACE WHERE THE WATER HEATER IS INSTALLED � DISCREPANCIES. 9 Metal underground water pipe 3 2x8 WALL 2. Metal frame of building or structure Bondinglo 3 Concrete-encased �A°�� Jumper C. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 FIREPLACE BELOW COPM `i °0& 4. Ground ring �"nbFes� HIGHER THAN THE BASE OF THE INSTALLED WATER 7" XLF60 5. TRENCHING AND/OR CORING OF SLAB FOR x,n 5. Ground rod _.�._,, ..--_...-lL.v.st._r�r.�L ' HEATER AND ALLOWS NATURAL DRAINING WITHOUT PUMP CENTER 0 WINDOW ELECTRICAL SHALL BE COORDINATED WITH s. other listed electrode _ ,ASSISTANCE STRUCTURAL. _ - 7" � 6'-2" i I For each dwelling unit, install a listed raceway to accommodate a dedicated /' 00 14' 1 " 0 6. ALL BATHROOMS TO HAVE 5/8" 'FIBERROCK' 208I240-volt branch circuit.The raceway shall not be less than trade size 1 , AQUA TOUGH PANEL TOWARDS INTERIOR SIDE (nominal 1-inch inside diameter).The raceway shall originate at the main service = OR CEMENTITIOUS BACKER BOARD. � 7 or subpanel and shall terminate into a listed cabinet, box or other enclosure in - - SHOWER AND TUB WALLS TO BE A SMOOTH, close proximity to the proposed location of an EV charger. Raceways are 7 N `0 2 HARD, NON ABSORBENT SURFACE OVER A required to be continuous at enclosed, inaccessible or concealed areas and 1/2 MOISTURE RESISTANT UNDER LAYMENT TO A spaces. The service panel and/or subpanel shall provide capacity to install a 40- MASTER HEIGHT OF 72" ABOVE DRAIN INLET PER CRC ampere minimum dedicated branch circuit and space(s) reserved to permit _ - LANDING BEDROOM-#1 Q 307.2 installation of a branch circuit overcurrent protective device. -; 10'0" MASTER 7. FOR EXTERIOR WALL TREATMENT SEE ' ELEVATIONS. CLOSET 4.106.4.1.1 Identification ' ' COVERE - - I 8. ALL ARCHITECTURAL GLAZING WITHIN 24" OF The service panel or subpanel circuit directory shall identify the ` DOORS SHALL BE TEMPERED, INCLUDING ' GLAZING IN DOORS. overcurrent protective device spaces) reserved for future EV charging as 39'-62" "EV CAPABLE". The raceway termination location shall be permanently andLn U 9. PROVIDE EXTERIOR THRESHOLD, SWEEPS & visibly marked as"EV CAPABLE". CLOSET WEATHER-STRIPPING AT ALL EXTERIOR 'T L,AN D I DOORS. A iC �� i' �� i' �` 2x8 WALL 10. BUILDING ADDRESS NUMBERS SHALL BE K �A H 13'-1 1 2 MINIMUM 6" HIGH AND BE OF CONTRASTING LA CANTINA NANA FIREPLACE BELOW COLORS. ' ,' 9 52 ' 1 5' DOORS 3' XLF60 ol 6' -� 01 0. C OW BEDROOM #2 11 . SEE SITE PLAN FOR EXPANSION AND ' 11 ' 2" =1N CEILING CONTROL JOINT LOCATIONS. �' ~ � " � 1„ 10'0" 5 27'-51 c� 12. SEAL ALL PLUMBING, ELECTRICAL AND OTHER LANDINGv co PENETRATIONS OF FOUNDATION WALLS BOTH FAMILY ROOM o LIVING ABOVE AND BELOW GRADE. / N - -4 � o 13. ALL PENETRATIONS BETWEEN EXTERIOR OR 7>, LAU DRY CRAWLSPACE AND ENVELOP TO BE 1 >> COMPLETELY SEALED. ' 7 SHELVES 14. ALL INSULATION TO BE INSTALLED TO CEC QII �I� STANDARDS L 1 0 9 �o ARC N! ' 2 3, 6„ ��SpNF R ✓q��� 15 ALL SETBACKS ARE TO THE EXTERIOR FINISH cElulvG CEILING CEILING N �C, 10'6" CO 10'6" 10'0" 3, 2„ BATH #3 3' 16. SHEETROCK THE INSIDE OF FIREPLACE WITH g g 5/$" TYPE 'X' SHEETROCK AND FIRETAPE 3.4 CO 10 "� C 31760 CEILING 3.4 9 Ren. 00-3o-2o2t PRIOR TO INSTALLING FIREPLACE. TYPICAL 10'0" ` �F o� i it O� CFI\� 17. LAVATORY FAUCETS MAX 1 .2 GPM MEASURED ENTRYWAY CLOSET N CLOSET 6 4 1Ln AT 60 PSI, MIN 0.8 GPM AT 20 PSI PER DW r- � lo SECTION 402.1 .2 CPC 2019 AND SECTION KITCHEN DIN 1 V 2" ATTIC'I CLOSET 4.303.1 .4 OF 2019 CGBClJ ACES 01 GENERAL NOTES 18. KITCHEN FAUCETS MAX 1 .5 GPM MEASURED -184 1. THIS SHEET IS PART OF A SET & IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE THE DWG. AT 60 PSI, PER SECTION 402.1 .2 CPC 2019, ' 8„ ��U 0�7 3. ANY DISCREPANCY OR ERROR IN DWG AND FIELD NEED TO BE BROUGHT 4.303.1 .4.4 OF 2019 CGBC, AND A4.303.1 4'-7" REF. TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. ® 4' BEDROOM #3 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT & ARE FOR USE OF 2019 CGBC. o00 .I�_ i i 7" J = CEILING ON THIS PROJECT ONLY __ �I� 5. COPYRIGHT �OF ARCHANA JNN. 19. SHOWERS MAX 1 .8 GPM MEASURED AT 80 3, 6„ 10'0" ' CEILI REF N PSI, PER SECTION 402.1 .1 CPC 2019 AND 9 102 BAL#4 1 0 BARg, g1„ SHEET NAMESECTION 4.303.1 .3 OF 2019 CGBC QONo 11 ' 7" 2 PROPOSED 1ST V 4' n COOKTOP01 20. TOILETS NOT TO EXCEED 1 .28 GALLONS PER �" 3' INK B 00 #4 i FLUSH, PER SECTION 402.1 .1 CPC 2019 0 LAN ING 13'-7" FLOOR PLAN � CEILING 10 AND SECTION 4.303.1 OF 2019 CGBC 7°° 10'0" 21 . ALL SHOWER DOORS TO BE MIN 22" WITH ,'TANKLESS CLOSET WATER 7,� TEMPERED GLASS HEATER _ --- - ' 3' 6' ------ REVISIONS BY 22. PROVIDE CONCRETE-ENCASED GROUNDING ALL NEW EXTERIOR WALLS 1 ARE 2 6 UON 26' 4-" ELECTRODE (UFER). MIN 20' OF 2" 13° 9°° 2 - -40 UNCOATED REBAR OR #4 COPPER WIRE TO BE ENCASED IN 2" OF CONC. IN THE o A 14' 3" BOTTOM OF THE FOOTING. FAE 3 4 S N 23. ALL KITCHEN HOODS TO BE HERS CERTIFIED 10EILLING o / 24. WATER-CONSERVING APPLIANCES: DISHWASHER OR GARAGE CLOTHES WASHER TO BE ENERGY STAR - - BEDROOM #5 CLEAR INTERIOR AREA (CALGREEN A4.303.3)" 7" �' 20'x20' 7" i ENTRYWAY 1 . FOR PLANS HAVING MULTIPLE FLOORS, ALL NOTES LAN ING 1 APPLY TO ALL FLOORS U.O.N. GYP BD DRAWN: 2. ALL INTERIOR WALLS TO BE INSULATION U.O.N. INSIDE ON 0 3. ALL NEW WALLS TO BE 2x6 UNLESS OTHERWISE THIS wlNDow CHECKED: NOTED 20' DATE: 3/28/20 ' HIGHER HEIGHT SPACE SCALE: AS SHOWN 1/2" THIS SIDI AT ENTRY WAY JOB No.: ANDING FIXED GAS METER 5' 1„ SHEET No.: '-14 0o20'-1 1 " PROPOSED FIRST FLOOR PLAN SCALE : 1/4" A2 . 1 0 NORTH ommunity Development Department Planning Division - Cupertino 'CUPERTIIY4 APPROVED PROPOSED ROOF PLAN SCALE :174'=V_0" Case # RM-2020-018 App6cati"(4'- .Ibex L NOTES: S , Approv Body: Directorl Stc-�fiE CONTRACTOR SHALL VERIFY LOCATION OF ALL ROOF OPENINGS AND ' Approv Date 09/11/20 EQUIPMENT PLATFORMS REQUIRED. N --_ DESIGN Signatu Erika Poveda ------------------------ ------------------------------------------' cas.�Manaj��CT ALL ROOF EXHAUST VENTS/FANS TO THEIR RESPECTIVE OPENINGS IN ROOM BELOW -_ I II 3. ALL ROOF AREAS SHALL SLOPE A MINIMUM OF 1 /4": 1 2" A , 3.4 4. CONTRACTOR SHALL CONFIRM THAT ALL ROOF AREAS ARE PROVIDED WITH SLOPE POSITIVE DRAINAGE PRIOR TO SHEATHING. ALL ROOF DRAINS SHALL BE 4":12" LOCATED AT THE LOWEST POINT OF THE ROOF TAKING INTO CONSIDERATION THE CAMBER OF BEAMS AND DEFLECTION OF CANTILEVERS. 5. PROVIDE FLASHING AND COUNTER FLASHING AT MECHANICAL EQUIPMENT CURBS. 6. ROOFING CONTRACTOR SHALL PROVIDE A CERTIFICATE STATING THAT THE ROOF HAS BEEN APPLIED PER MANUFACTURERS RECOMMENDATIONS. I � 7. REFER TO PLUMBING DRAWINGS FOR PLUMBING VENTS AND PIPES THROUGH ROOF THAT MAY NOT BE SHOWN ON THIS PLAN. PROVIDE FLASHING AND COUNTER FLASHING AT MECHANICAL EQUIPMENT CURBS AND TOILET VENTS. ALL FLASHINGS AND VENTS TO BE PAINTED WITH RUST PROOF PAINT. SLOPE 1 .5":12" 8. REFER TO MECHANICAL DRAWINGS FOR OPENING DUCTS AND VENTS THROUGH ROOF ;' r---------------------- ------------------------------ WHICH MAY NOT BE SHOWN ON THIS ROOF ,w SLOPE i I 4�12" 9. ALL OPENINGS ON ROOF LARGER THAN 8'X8' SHALL BE PROTECTED WITH BURGLAR ' ----__ BARS PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. THE BARS SHALL NOT ;----___ EXCEED 5" O.C. i' SLOPE ^ l 10. ROOFING CONTRACTOR SHALL PROVIDE A 10 YEAR ROOF WARRANTY FOR NEW ROOF % 1 .5":12" INSTALLED. V STANDING SEAM METAL 11 . REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING ,' ROOF, CLASS 'A' 12. ALL ROOF MATERIALS AND ACCESSORIES ARE TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 13. ALL ROOF PENETRATIONS ARE TO BE INSTALLED PER MANUFACTURER DETAILS. ' o 14. ALL BATHROOM AND KITCHEN VENTS TO BE LOCATED AWAY FROM THE FRONT ELEVATION FRONT PART OF ROOF AND GARAGE, AS MUCH AS POSSIBLE. NOTE: _o a� Q 91 1 . ALL FLASHINGS WILL BE 26 GA GI U.O.N ,' �7 N ' FLAT CEMENT TILE ROOF 2. ALL GUTTERS WILL BE 26 GA GI U.O.N SLOPE COOL ROOF CLASS 'A' 4":12 3. ALL ROOFS, TERRACES AND DECKS WILL BE CLASS "A" 4. ALL RAIN WATER LEADERS IN THE WALLS AND POSTS TO BE OF �D ARc CAST IRON ' ��, V��,�p� R ✓q����n 5. ALL VALLEY FLASHINGS TO BE 26 GA GI INSTALLED OVER A MIN. 36" WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF 72 POUND MINERAL SURFACED NON PERFORATED CAP SHEET COMPLYING Ren�o31 o�zo2 _ WITH ASTM D3909 RUNNING THE FULL LENGTH OF THE VALLEY 6. ALL GUTTERS TO HAVE SCREENS ,' B B . CA ------------------ ' SLO�E_ J":12" GENERAL NOTES i' 1. THIS SHEET IS PART OF A SET & IS NOT TO BE USED ALONE. UPPER ROOF 2. PLEASE DO NOT SCALE THE DWG. AT DORMER 3. ANY DISCREPANCY OR ERROR IN DWG AND FIELD NEED TO BE BROUGHT TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT & ARE FOR USE ON THIS PROJECT ONLY STANDING SEAM METAL 5. COPYRIGHT O�OF ARCHANA JAIN. ' ROOF, CLASS 'A' SLOPE 4":12" SHEET NAME " CURB ------ -- -- PROPOSED ROOF PLAN CURB MOUNTED DOUBLE SKYLIGHT BY JOISTS VELUX OR EQUAL BETWEEN TRUSSES I I REVISIONS BY ROOFING ' ----------- ------------------------- COUNTER N ,_- \ FLASHING R-19 ROOF ' INSULATION ' PER T24 ' A 3.4 R-38 ROOF INSULATION PER T24 I I , I SUB-FRAMING SEE STRUCTURAL DWG I , I , DRAWN: I I , I CEILING OPENING SLOPE i CHECKED: 5/8" TYPE "X" GYP. BD. 4":12" DATE: 3 28 20 BELOW TRUSSES SCALE: AS SHOWN JOB No.: T, NORTH SHEET No.: SKYLIGHT DETAIL \� ----------------------------------------------------------------------------------- SCALE : 1"=1'-0" 03.02.03-12/4/03—012—SKYLIGHT — A2 . 3 i ommunity Development Department Planning Division - Cupertino CUrERTINQ APPROVED Case # RM-2020-018 ts Application Number(s) Approv Body: Director/Staff Approv Date 09/11/20 Signatu Erika Poveda (E) COMPOSITION SINGLE ROOF DESIGN Case Manager \ CLASS A A - - -- - - - PLATE-- - - -- - - - -- - - -- - - - -- - - -- - - - -- - - -- - - - - - - -- - - - -- - - -- - - - -- - - -- - - - - ---------------------------------------------------- -- i HUGHT 8'0" i z (E) VINYL WINDOW w J WITH FOAM TRIM z �L w L w 0 CD IL ---� --- F.F. ------------ ------- ------------------ --------- ima 0 243.33' o 0 0 0 0 0 243.33' 0 0 241 .85' 241 .92' 241 .71' 24165' GAS METER (E) STONE VENEER 241 .31 ' 241 .07' (E) PLASTER FINISH . CRAWL SPACE VENTS U 4� NOTE FOR ADDRESSING THE CONTRASTING ADDRESS NUMBERS SHALL BE ARABIC NUMBERS EXISTING FRONT EAST ELEVATION OR ALPHABETICAL LETTERS. EACH CHARACTER SHALL BE NOT LESS o sGkf : 1/4"=V-0" THAN 4 INCHES IN HEIGHT WITH A STROKE WIDTH OF NOT LESS U 1 THAN 0.5 INCH. (CRC 319. 1 ) COPPER METAL ROOFING, COPPER GRANULE CONTAINING ASPHALT o SHINGLES & COPPER GUTTERS SHALL NOT BE PERMITTED FOR USE ON ANY RESIDENTIAL, COMMERCIAL OR INDUSTRIAL BUILDING FOR WHICH A BUILDING PERMIT IS REQUIRED. PER CUPERTINO MUNICIPAL CODE SECTION 9. 18.210 5�0 ARC 4697 Slate Range Range of Charcoal STANDING SEAM ® Ref.15 A.Ref.17 Emi.94 A.Emi.92 SRI15 A.SRI16 CRRC0918-0046 — FLAT CEMENT TILE METAL ROOF ROOF, CLASS 'A' �� C 31760 COOL ROOF FIXED ALUM CLAD ��x Ren 06-30-2021 CHARCOAL COLOR WINDOWS. COLOR BRONZE F OF CFI-��O FM F ' F IFF GENERAL NOTES 1. THIS SHEET IS PART OF A SET & IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE THE DWG. 4. ANY DISCREPANCY OR ERROR IN DWG AND FIELD NEED TO BE BROUGHT TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. PLATE H� T 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT & ARE FOR USE 10;0 ---------------------------------------------------------------------------------------------------- PLATE HEIGHT ON THIS PROJECT ONLY 5. COPYRIGHT O�OF ARCHANA JAIN. LL _LL ----- L L _LL IX--\ n SHEET NAME 00 L L L EXISTING & PROPOSED w Q0 L L zcxD L L w ELEVATIONS L LI L z � L ' , L -1L L01 ` LLLLLLLLLLLLLLLLL� / L LL L LLLL LLLLLLLLLL I-LLLLLLLLLLLLL LLLLLLLLLLLL REVISIONS BY O N N LLLLLLLLLLLLLLLLLL L LL L LLLL LLLLLLLLLLN-LLLLLLLLLLLLL LLLLLLLLLLLL 60 a_ F.F. L LLLLLLLLL LLL � L LL L LL LLLLLLLLLL LLLLLLLLLLLLL LLLLLLLLLLLL F,F O ---- - --------- -- -- -------- L _LL-LLLL—L -LZ LZL-LL—L -LLLLZL-LLLLL LLT-LLLLZL-LLL ---- 243.33 �� L LLLLLLLL i LL LL QL LLLLLLL=LLLLLLLLLLLL-=LLL LLLLi =LLLLL 243.33' NAT 241.92' 241.71' 241.65' GRADE GAS METER 241.07' 241.92' SMOOTH PLASTER FINISH STONE TILES MAIN DOOR STONE TILES L ALUM CLAD COLOR- CHANTILY LACE WITH SIDELIGHT WINDOWS. COLOR BRONZE DRAWN: PROPOSED FRONT EAST ELEVATION SCALE : 1/4"=1'-0" CHECKED: 2 DATE: 3/28/20 SCALE: AS SHOWN JOB No.: SHEET No.: A3 . 0 ommunity Development Department Planning Division — Cupertino 'CUPERTINQ APPROVED Case # RM-2020-018 COPPER METAL ROOFING, COPPER GRANULE CONTAINING ASPHALT ApplicationNumber(s) SHINGLES & COPPER GUTTERS SHALL NOT BE PERMITTED FOR USE I S ' ON ANY RESIDENTIAL, COMMERCIAL OR INDUSTRIAL BUILDING FOR Approv Body: Director/StafF WHICH A BUILDING PERMIT IS REQUIRED. PER CUPERTINO MUNICIPAL Approv Date 09/11/20 , ' CODE SECTION 9. 18.210 Signatu Erika Poveda DESIGN Case Manager ' i (E) COMPOSITION SHINGLE ROOF, CLASS 'A' 1 N I I I I I I I I I _ I 00 N 0 I- O 7J � Z7 O O fT IT1 ELECTRIC (E) VINYL WINDOWS METER F �O WITH FOAM TRIMS CO z F.F. F.F. z FT 1 243.33' 243.33' I� --- ------ -- ---------------- -- ----------- ------------ ---------- ------- - ----- ----------------------- 0----- 242.40' VINYL PATIO 242.33' DOOR (E) CHIMNEY (E) PLASTER FINISH - U A -- - o Ll EXISTING REAR WEST SIDE ELEVATION SCALE : , 4"-,�-0" _o { M ARcy C 31760 FLAT CEMENT TILE 9j�Ren. 06-30-20210�= ROOF, CLASS 'A' CF r.R0 \ GENERAL NOTES . 1, THIS SHEET IS PART OF A SET & IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE THE DWG. 3. ANY DISCREPANCY OR ERROR IN DWG AND FIELD NEED TO BE BROUGHT L� TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. LLULUJI 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT & ARE FOR USE ------ --------- ---- ------ ON THIS PROJECT ONLY PLATE HEIGHT PLATE HEIGHT 5. COPYRIGHT O OF ARCHANA JAIN. --------------------F nn-I 1 6 -------------------- ------------------O �O ---- ----,� SHEET NAME — . �Ln Q 0 EXISTING & PROPOSED ELEVATIONS o � J = O rF 1 Q0 60 REVISIONS BY z F.F. F.F. — 'T 243.33' 243.3 m --------- --------- ------- ----- --------- - - --- ------------ - -------- L�0 0 0 NAT GRADE 242.40' NAT GRADE 242.20' NAT GRADE 241.93' NAT GRADE L 241.93' SMOOTH PLASTER CRAWL SPACE ALUM CLAD WINDOWS ALUM CLAD DOORS FINISH VENTS COLOR — BRONZE COLOR — BRONZE L Z� DRAWN: CHECKED: DATE: 3/28/20 SCALE: AS SHOWN PROPOSED REAR WEST SIDE ELEVATION SCU JOB No.: 2 SHEET No.: A 3 . 1 ommunity Development Department Planning Division - Cupertino 'CUPERTINQ APPROVED COPPER METAL ROOFING, COPPER GRANULE CONTAINING ASPHALT Case # RM-2020-018 SHINGLES & COPPER GUTTERS SHALL NOT BE PERMITTED FOR USE ApplicationNumber(s) ON ANY RESIDENTIAL, COMMERCIAL OR INDUSTRIAL BUILDING FOR tS WHICH A BUILDING PERMIT IS REQUIRED. PER CUPERTINO MUNICIPAL Approv Body: Director/Staff CODE SECTION 9. 18.210 Approv Date 09/11/20 Signatu Erika Poveda DESIGN Case Manager PLATE GABLE VENT I I Ily HEIGHT 8'0' ----------------------------------------- ------------- --- -- - - -- - - - -- - - -- - - - -- - - -- - - - -- - - -- - - I I I I � I I I I I w z w O J � Z J 0- KITCHEN GARDEN Ld a_ 60 WINDOW 0 PLASTER FINISH � F.F. 243.33' --- ------------------------------------- ------ -- ----------------------------------- ----- -- -�- -- 0 0 0 242.33' 241 ,92' 241 .71 ' U 4� 4� o EXISTING SOUTH SIDE ELEVATION SCALE : 1/4,._1'-0" 1 � � o STANDING SEAM FLAT CEMENT TILE AR METAL ROOF ROOF, CLASS 'A' SAD , � 9J Ren. 031 0-22021 = F Off' OF CPLN� HEIGHT 10�0» ,\ PLATE HEIGHT1 I --------------- ------------------ ------- M;[177T F SIN = --- GENERAL NOTES : 1. THIS SHEET IS PART OF A SET & IS NOT TO BE USED ALONE. N O 2. PLEASE DO NOT SCALE THE DWG. ,� ,� ,� 3. ANY DISCREPANCY OR ERROR IN DWG AND FIELD NEED TO BE BROUGHT Q0 = Q0 TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. �N C1 O �� �� �� 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT & ARE FOR USE w O o , , , CD ON THIS PROJECT ONLY z N w 0-) — 0) z 5. COPYRIGHT O OF ARCHANA JAIN. o w V 210 AMP ` ` ` 0 3 F F E ECTRIC ` ` ` C-0 o METER KITCHEN SHEET NAME a_ 60 ` 0 F.F. GARDEN w w 243.33' �L F.F. 243.33 -- -- EXISTING & PROPOSED 1 `� WINDOW ' --- ---- -- -� - ----------------------- --­il L_ji 0 � 0 0 � ELEVATIONS NAT GRADE 242.2' NAT GRADE 241.93' NAT GRADE 241.93' SMOOTH PLASTER FINISH 241.67' NAT GRADE 241.7 LCRAWL SPACE VENT ALUM CLAD ALUM CLAD ALUM CLAD L ALUM CLAD SLIDING DOOR SLIDING DOOR WINDOWS. COLOR BRONZE SLIDING DOOR COLOR BRONZE COLOR BRONZE COLOR BRONZE REVISIONS BY L L L DRAWN: CHECKED: PROPOSED SOUTH SIDE ELEVATION DATE: 3/28/20 2 SCALE : 1/4"=1'-0" SCALE: AS SHOWN JOB No.: SHEET No.: A3 . 2 ommunity Development Department Planning Division — Cupertino CUrERTINQ APPROVED Case # RM-2020-018 ` Application Number(s) S Approv Body: Director/Staff Approv Date 09/11/20 COMPOSITION SHINGLE ROOF Signatu Erika Poveda CLASS 'A' DESIGN Case Manager PLATE HEIGHT 8'0" 00 I (E) VINYL WINDOWS WITH I FOAM TRIMS E.F. E.E. 243.33 243.33' 0 0 0 0 241.07' 242,40' 241 .65 (E) PLASTER FINISH U EXISTING NORTH SIDE ELEVATION SCALE : 1/4"=V --� 1 a� COPPER METAL ROOFING, COPPER GRANULE CONTAINING ASPHALT SHINGLES & COPPER GUTTERS SHALL NOT BE PERMITTED FOR USE cz: ON ANY RESIDENTIAL, COMMERCIAL OR INDUSTRIAL BUILDING FOR o WHICH A BUILDING PERMIT IS REQUIRED. PER CUPERTINO MUNICIPAL r--� CODE SECTION 9. 18.210C173M , �7 o U 5�0 ARCy R STANDING SEAM METAL ROOM ✓�/���C� SLOPE "':12" FLAT CEMENT TILE ROOF, CLASS 'A' FLAT CEMENT TILE )9] RenC0310602021 ROOF, CLASS 'A' F p FFF] FFTIFFTIFFTIFFTIF GENERAL NOTES � 1, THIS SHEET IS PART OF A SET & IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE THE DWG. PLATE 3. ANY DISCREPANCY OR ERROR IN DWG AND FIELD NEED TO BE BROUGHT TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - 10' 0" ON THIS PROJECT ONLY 5. COPYRIGHT O�OF ARCHANA JAIN. Qo N SHEET NAME LO ❑❑ Q0EXISTING & PROPOSED F171 11 (-0 `1 ELEVATIONS LLL - LLLL LL F.F. LLLLL N F.F. L_L 243. LLLLLL 243.33' REVISIONS BY LL L 0 0 0 LL L NA GRADE 241.65 NAT GRADE 242.40' NAT GRADE 242.40' NAT GRADE 241.07' SMOOTH PLASTER FINISH ALUM CLAD FIBERGLASS STONE TILE FINISH WINDOWS. COLOR BRONZE GARAGE DOOR L 2 PROPOSED NORTH SIDE ELEVATION SCALE : 1/4"=1' Z� DRAWN: CHECKED: DATE: 3/28/20 SCALE: AS SHOWN JOB No.: SHEET No.: A 3 . 3 mmunity Development Department Planning Division - Cupertino CUPERTINO APPROVED Case# RM-2020-018 Application Number(s) STANDING SEAM METAL ROOF Approv Body: Director/Staff 0/ 2 LAYERS OF 30 LB Approv Date 09/11/20 PAPER 0/ 2 ' RADIANT BARRIER �S PLYWOOD 0/ ROOF FR Signatu Erika Poveda PLY PER TITLE 24 Case Manager RAFTERS D ES IG N FILLED WITH CEMENT TILE ROOF 0/ 2 SLOPE SPRAY LAYERS OF 30 LB PAPER 0/ 4 12" INSULATION 2" RADIANT BARRIER PLYWOOD 0/ ROOF FRAMING PLY PER TITLE 24 8" SHEETRO K 12" STANDING SEAM METAL LEVEL 5 FINISH N 14" ROOF � AREA IS I COUNTED TWICE ON HABITABLE FOR FAR TTIC 1 -1/2" CONT VENT 12" 1 .5" 5,, SHEETROCK 1 -1/2" T&G PINE LEVEL 5 FINISH CONT STAINED C1 VENT 7/8" CEMENT PLASTER T&G PINE FINISH 3 COATS 0/2 L YERS 0 STAINED WIT�D 60 MIN. WATER RESISTA T MARINE VAR ISH BARRIER (BUILDING PAP R GRADE D") APPLIED INDIVIDUALL 0 0/ PLYWOOD 0/ 2x ST DS PORCH ENTRY OPENING LIVING AREA ROOM 26 GA FLASHING AGAINST F.F. F F CONCRETE SLAB 243.33' 243.33' FOR OUTDOOR PORCH F.F. TILED FINISH 243.29' 0/ CONCRETE SLAP CRAWL SPACE NAT GRADE 241.07' CONCRETE NAT GRADE 241.93' V STEPS WITH TILES METAL FLASHING AT ENTRYWAY AT WOOD ^ l 24 GA GI FLASHING AGAINST WOOD AND CONCRETE • rw� STEPS con d- SECTION A- A 1 SCALE : 1/4"=1'-0" -- o N �w�� R0 :.A `ram C 31760 �J Ren 06-30-2021 F O/ CEMENT TILE ROOF 0/ 2 LAYERS OF 30 LB PAPER 0/ 0/ ROOF FRAMING GENERAL NOTES PLY PER TITLE 24 1. THIS SHEET IS PART OF A SET & IS NOT TO BE USED ALONE. 2. PLEASE DO NOT SCALE THE DWG. CI NON HABITABLE 1 0 3. ANY DISCREPANCY OR ERROR IN DWG AND FIELD NEED TO BE BROUGHT ATTIC TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION. 4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT & ARE FOR USE ON THIS PROJECT ONLY HVAC 5. COPYRIGHT©OF ARCHANA JAIN. w 0 7/8" CEMENT PLASTER FINISH 3 COATS 0/2 LAYERS OF 5" SHEET NAME SHEETROCK 60 MIN. WATER RESISTANT I N w BARRIER (BUILDING PAPER 7/8" CEMENT PLASTER FINISH 3 COATS 0/2 LAYERS OF 0 GRADE D") APPLIED INDIVIDUALLY INSULATE 60 MIN. WATER RESISTANT SECTIONS 0/ PLYWOOD 0/ 2x STUDS 51, ALL INTERIOR BARRIER (BUILDING PAPER _1 SHEET OCK WALLS �a LEVEL 5 INISH GRADE D") APPLIED INDIVIDUALLY 0 0/ PLYWOOD 0/ 2x STUDS LL- 0 2 CD FA Y ROOM = REVISIONS BY LIVIN ROOM HAL WAY BATHROOM x F.F FIREPL CE S OWER < 26 GA W/ 3-1/2" FLANGE 24 .33' WEEP SCREED 26 GA W/ 3-1/2" FLANGE 5% SLOPE MIN =_A� / WEEP SCREED ------ npAnr7 oo Q0 CRAWL SPACE � 241.67' -1 MIN 18" VIF INSULATION GRADE 5% SLOPE MIN PER T24 242.0 (E) FOUNDATION 0 VIF (E) FOUNDATION VIF DRAWN: SECTION CHECKED: B - B 2 SCALE : 1/4"=1'-O" DATE: 3/28/20 SCALE: AS SHOWN JOB No.: SHEET No.: A3 . 6 C Planning Division - Cupertino 'CUPERTINQ APPROVED Case # RM-2020-018 Application Number(s) LEGEND Approva ody: Director/Staff SYMBOL DESCRIPTIONS ABBREVIATIONS Approva ate 09/11/20 AC AIR CONDITIONER UNIT Signatur Erika Poveda -- BOUNDARY / RIGHT-OF-WAY LINE AD AREA DRAIN Case Manager EASEMENT LINE AP ASPHALT PAVEMENT - CENTERLINE ( �) BFP BACKFLOW PREVENTOR LOW SIDE BSI BUILDING SETBACK LINE ♦- i RETAINING WALL BSW BACK OF WALK HIGH SIDE BW BOTTOM OF WALL (EXPOSED FACE) - EX. SS�� SANITARY SEWER LINE AND CONC. CONCRETE �39. 8 c1 MANHOLE OR CLEANOUT DBH DIAMETER AT BREAST HEIGHT .06 � 3s.52 ® DRAIN INLET DI DRAINAGE INLET DM DEADMAN ANCHOR 2% PERCENT GRADE EP EDGE OF PAVEMENT EX STING x ACs.43 x 607.° EXISTING GRADE ELEVATION FF FINISHED SHED FLOOR ELEVATION FG FINISHED GARAGE ELEVATION pQz39.os 85�- EXISTING CONTOUR w/ ELEVATION FH FIRE HYDRANT d FL FLOW LINE ELEVATION ^�' •' o • EXISTING TREE w/ DBH FW FACE OF WALL GM GAS METER JP JOINT POLE MB MAILBOX MICHAEL COURT a PB OVERHEAD �23 5 o PB PULLBOX 393s'•: T1 �� PL PROPERTY LINE 238.77 �o BM RWAkL COR z386 ti�Q�h� PSE PUBLIC SERVICE EASMENT WO �� 6� 3a x 239.29 PUE PUBLIC UTILITY EASEMENT 90.11 N� tit O�nin9 < 8j AC �90 24. 29,�' �9 R= RADIUS OF CURVE 0= INCLUDED ANGLE OF CURVE 241.4 52 L= LENGTH OF CURVE r C �0 241.07 7, Ls'lPE o �. .:d �. ` 239.35 L SSCO SANITARY SEWER CLEAN-OUT '3Q °�'. �� W�yd `��� Z9ltiz a BW SSMH SANITARY SEWER MANHOLE 3 4g Cp: d oo C �� �� o VG VALLEY GUTTER q. rocr�t2:. d. r��^ 6��� 8.94 N SL STREET LIGHT 242.3 @, �. ��3s.s3 �� WCE WIRE CLEARANCE EASEMENT 2.3 . 242I Q` `Q o. 39. 239.47 `� WM WATER METER <. 5� 239.47 WV WATER VALVE z39s ;.. WW WALKWAY �JP 242 242:17.. ..• fi5 a" :•;.9c�. /kv �� a ALbUW- s� Conc'rpte.Side.wglk< . Q9� h 241. 0 �-d �A x DIR, 6 42.11 'Q F- Q 24211 :Ap; 240 Ih ? 42.27 ln�Oc w <I 92 a • a. 8 .662�+ �) 9lZbZ 2Q 2l'ZbZ S7 SZ�z ??� � r / 241.85 l 09.' BK RWALL P C x 242.89 I ° plsA°O� f,2 .96a. x 41.90 243 2J000.9£ 21102t8 IRT 243. 242.99241 T.12 N 66 241.30 � N � Existing Building � � IX /T.24241.68 'C PRESS .: Pool , sZZl. «Q IM 41:97 O Z Y 243.04 SOD 3 �F'11t7'lli'� (V OAP lZ'ZbZ a �I 243.15cL Q , ..• ,• .. "Y�• d4• M 41.98, < ". e I I a •9•' �s•• .s ... °M O 243.04 �,... z � �ti1� •', � " WH Closet �� x 241.53 3 4Y\ o�ti� N dq. d• SAP, t6 lr� VAC e Al 41.51 cqQ 292 •. .'. o ■ \ a` �� Q 241.59 6 PALM r:242'V A0 Conc:::A' Writ t::`a z 41.68 \ a 2 �2.42` r: 241.62 d.. x LAWN 0 � • AD . 4 .33 41.55 �s8 S'A� .10"PALM ,� 241.65F e '\ •' 241.84 \ GE Meter 42.73 \ ' a 4' rP. 1.95 h 242.36• IN \ 41,52 T.10 PALM w 242.21 Q� p x 242.23 x 42.02 Q DRIPLINE LA t�ti" so yo 1.56 PALM "ti _ N Nj)° �N C�US a7n7n9 Q ��� x 243.26 2746 DIRT Shed _ ti o «01 6 l Sz ekZ •9 242 6,3 242.29 5' �_T.12" ti�I WEE ` 242.44 5'pUE BOUNDARY: BOUNDARY BASED UPON FIELD SURVEY COPYRIGHT NOTE: GRAPHIC SCALE PERFORMED BY OR UNDER DIRECTION OF HELMUT SAD UAL GROSS LOT AREA = 9,355 SQ. FT. (0.2148 ACRES) KORSTICK, PLS 7739. COPYRIGHT © STERLING CONSULTANTS ALL RIGHTS RESERVED. NO PART 10 0 e 10 20 40 OR THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY VERTICAL DATUM: NAVD 88; HELD ELEVATION OF 238.46'AT SANTA BASIS OF BEARINGS: HELD BEARING OF N 89°20'58" E ALONG THE CENTERLINE OF CLIFDEN WAY AS * 739 � ANY OTHER MEANS, OR STORED, PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEMS WITHOUT THE PRIOR WRITTEN PERMISSION OF ( IN FEET ) CLARA VALLEY WATER DISTRICT BM 237 SHOWN ON THE MAP OF TRACT 2551, S.C.C.R. �a STERLING CONSULTANTS. COPIES OF THIS DRAWING WITHOUT AN ORIGINAL 1 inch = 10 ft, SIGNATURE AND STAMP ARE NOT VALID, CA0 DATE: JUNE 19, 2020 PREPARED BY, OR UNDER CFESS/ PREPARED BY: APN: 369-36-024 SHEET NO. o THE DIRECTION OF: QQR oNq� PREPARED FOR: 20320 MICHAEL COURT N SCALE: AS NOTED ��`� 5.KIS FyCDRAWN: DSK Q �Z STERLING AMIT AND ANUSHKA JAIN w c 51620 - CONSULTANTS 20320 MICHAEL COURT & � DESIGNED: DSK * * CUPERTINO, CA 95014 BOUNDARY TOPOGRAPHIC SURVEY J, Q 46560 FREMONT BOULEVARD,UNIT NO. 205 0 LU ENGINEER: DSK �9j ��� FREMONT, CA 94538 JOB NO. MANAGER: DSK N0. BY DATE REVISIONS CITY APPR F OF CA0� 13 lsterhngconsultants@gmail.com PHONE:510.344.8955 CITY OF CUPERTINO SANTA CLARA COUNTY CALIFORNIA 2020-450 a