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RM-2018-14 Complete Plan Set.pdfpn(D)01@D4 P§M MEE PnQ)U1KMQ)H Du [Ugun[E ........ ................. ... ........... ...... . ............. JOB LOCATION: 10516 RAMPART AVENUE 1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE ......... ............... 0 \6 F -- - - - - - - - - - - - - - -i JURISDICTION: CITY OF CUPERTINO RELATIONSHIP OF PROPOSED GRADING AND UTILITY TRENCHING TO THE TREES DESIGNATED FOR cr, 0 USABLE REAR YARD CALCULATION I IAPN: 369-25-008 PRESERVATION. CONSTRUCTION AND GRADING SHOULD A = 29'-8"x12'-0" 1 = 356SF % I I CONST. TYPE VB FIRE FULLY FIRE SPRINKLER NOT SIGNIFICANTLY RAISE OR LOWER THE GROUND .......... S. T 1.1.0.*4; (n B = 38'-4"x26'-1" = 999.86SF \ SPRINKLER LEVEL BENEATH TREE DRIP LINES. IF THE GROUND LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE .. .... .... ....• ..... ..... C = 6'-8 7/8"xl'-4 3/4"/2 4.68SF LOT SIZE: 6,096SF ... .... .... SLOPE SLOPE DRIP LINE, THE ARCHITECT/ARBORIST SHALL ADDRESS TOTAL 1360SF 412 50 412 ZONING: R1-10 AND MITIGATE THE IMPACT TO THE TREE(S). ...... ....... ...... ............... M OCC GROUPS R3/U 2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND .,C.n LAND USE RESIDENCE LOW DENSITY ALL TREES ADJACENT TO THE PROPERTY SHALL BE ..... :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:....co (1-6 DU/AC) PROTECTED AGAINST DAMAGE DURING CONSTRUCTION ........... ...... tr 0 -- - ...... ...................................................... - - - - - - - - - - - - - - - ------ ............................... OPERATIONS BY CONSTRUCTING A FOUR-FOOT-HIGH 2' R.40.8.8.9.2?50. .0. F.. 408.871. -.6923-. C4 _0 2016 CBC, CPC, CMC, CEC, AND 2016 CRC FENCE AROUND THE DRIP LINE, AND ARMOR AS ................................................................. CUPERTINO MUNICIPAL CODE NEEDED. THE EXTENT OF FENCING AND ARMORING SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. Project. 2016 CALIFORNIA ENERGY CODE 29'-8" 38'-4" 1 ITHE 2016 CALIFORNIA FIRE CODE TREE PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR GRADING IS BEGUN AND SHALL BE Deng's Residence (E) 10" CHERRY 8 7/8' 2016 CALIFORNIA GREEN BUILDING CODE MAINTAINED IN REPAIR FOR THE DURATION OF THE Home Remodel TREE - SEE KEY NOTE @ Z W ........................................................................... PROPOSE: 3. CONSTRUCTION WORK. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON 10516 Rampart Ave. 63.82' P.L.0 11.......................................................................:..I 1 WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED Cupertino, CA 95014 LJ (E) 21" CINNAMOMUM ..... ..................................................... EXISTING LIVING AREA 1,373SF TO BE SAVED EXCEPT AS IS AUTHORIZED BY THE O < USEABLE AREA: 1,360SF > 68x20 0 1 -1 D, CAMPHORA TREE, SEE 1,360SF REQUIREMENT LO a* KEY NOTE ----------- ........................ NOW . . . . . . . . EXISTING GARAGE AREA 441 SF 4. DIRECTOR OF COMMUNITY DEVELOPMENT. IF TRENCHING IS REQUIRED TO PENETRATE THE TOTAL (E) AREA 1,814SF 0 PROTECTION BARRIER FOR THE TREE, THE SECTION OFApplicant/Owner: cnTO 12 12 0 TRENCH IN THE DRIP LINE SHALL BE HAND DUG SO AS PRECLUDE THE CUTTING OF ROOTS. PRIOR TO Mr. Wei Deng 0 < 1 /% / EXISTING F.A.R. 29.76% INITIATING ANY TRENCHING WITHIN THE BARRIER Ms. Christina Ho I 10 .. .. .. .. .. .. ................... . APPROVAL BY STAFF WITH CONSULTATION OF AN �1 SLOPE (E) ROOF OVER HANG 284SF ARBORIST SHALL BE COMPLETED. _50PE 0 4.12 112 412 ......... . (E) FRONT PORCH 138SF 5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND 10516 Rampart Ave. 7 12 /.............. (E) TOTAL BUILDING COVERAGE 2,236SF THE NATURAL GRADE SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND Cupertino, CA 95014 ................. .. ... .. Tel. 713.492.7248 1 5 ... ................... (E) BUILDING COVERAGE 36.84%SF 6. DESIGN OF TREE WELLS. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL DengW1 21 @Gmail.com 5-0"12 ADDITION 341SF. LIVING AREA IN 6 ... ............... PROPOSE: BE KEPT CLEAN. NO CONSTRUCTION MATERIALS NOR CHEMICAL SOLVENTS SHALL BE STORED OR DUMPED UNDER A TREE. ChristiniaHo1210@Gmail.com V. 1. F REAR YARD 12 5'-2°, SLOPE SLOPE . . . . . . . I L(E) LIVING AREA: 1,291SF 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN .... .. 4.1 . . . . 4..12 . * REMOVE VE (E) GARAGE 100SF FIFTY FEET OF ANY TREE SELECTED TO REMAIN AND SHALL BE LIMITED IN SIZE AND KEPT UNDER CONSTANT Architect: ... LIV. TO GARAGE 82SF 5 SURVEILLANCE. �%�!%"/// 0 5 ................ .................... ... ... ... ... REMODEL (E) GARAGE 341SF FRONT ADDITION 471SF 8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE LICENSEE, AS DEFINED BY CALIFORNIA BUSINESS AND STUDIO 61 ARCHITECTS, Inc. 5'- 2' 1 1 .................................. - 12480 Saratoga Ave. REAR ADDITION 341SF PROFESSIONAL CODE, TO PRUNE AND CUT OFF THE CONVERT 136SF.K OBRANCHES I F CONVERT PATIO INTO LIV. AREA 136SF THAT MUST BE REMOVED DURING THE GRADING OR CONSTRUCTION. NO BRANCHES OR ROOTS Saratoga, CA 95070 T- (408) 892.5020 PATIO INTO LIVING AREA yl . ........................................ ... ...... ----------- ----- -1 TOTAL BUILDING AREA 2,662SF SHALL BE CUT UNLESS AT FIRST REVIEWED BY THE S61 ARCH ITECT9GMAI L. COM - - - - ................. .......................... TOTAL PROPOSE LIVING AREA: 948SF LANDSCAPE ARCHITECT/ARBORIST WITH APPROVAL OF Z STAFF. 9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT UJ > < I REMODEL (E) 1,291SF AREA NOT INCLUDE IN FAR 10. SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING A R C/-// < LIVING AREA a: FRONT PORCH 36SF SHALL BE PERMITTED WITHIN THE DRIP LINE AREA OF 0y, <11\ 01, 0- :2 F.F. 223.77' CANTILEVER BAY WINDOW 14SF ANY TREE DESIGNATED TO BE SAVED. CONVERT 82SF (E) LIVINGUJ ROOF OVERHANG AREA INTO GARAGE TO Z) ROOF PLAN 302SF 11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON N0.C29889 0 MAKE IT MEET INTERIOR CY) z UJ > B TOTAL 352SF PROTECTIVE FENCING AROUND TREES TO BE PROTECTED. LO 0 CLR. OPENING REQ. FOR REN. 2/28/19 o l 1 1 GARAGE < 1/811=11-011 2,662SF F. A. R.:43.67% 6,096SF 0) YI Of- BLDG. COVERED: 2,662+352 3,014SF CAS 6 0 8'-6 LO BLD3,014SF6,096SF 49.45% < 50% STRUCTURE ENGINEER: FRONT YARD AREA =1,360SF 16 REMODEL (E) FRONT YARD IMPERVIOUS AREA =420SF<50% FRONT ADDITION 471ISF. 341 SF GARAGE 16 YARD LIVING AREA IN FRONT YARD 17 1 REMOVE 100SF (E) P[ROOEDU EHIDEK GARAGE TO MEET 17 OME KIEW MUM 12 FRONT SET BACK (E) 2" DIA. PLUM REQ 10 TREE, SEE KEY NOTE F_ --\I FRONT PORCH 5REPLACE L REMOVE (E) DRIVEWAY APPROACH AND WITH CURB, GUTTER, AND SIDE WALK PER CITY OF CUPERTINO STANDARD 1-19 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY AO.1 SITE PLAN AND ROOF PLAN 1. REMODEL (E) 1,291SF LIVING AREA F-1 A2.0 EXISTING FLOOR PLAN & ELEVATIONS 2. REMOVE 100SF GARAGE TO MEET 20 FEET L _J L PROVIDE (N) DRIVEWAY APPROACH WALK PER CITY OF FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR (E) CUPERTINO STANDARD 1-20 COMMISSIONS CONTAINED THEREIN. IF DURING THE FRONT SET BACK. CONVERT 82SF LIVING AREA TO REMOVE 20 - - - - - - - - - - - - - REMOVE (E) 8" 7'- 6 (E) STREET TREE TO REMAIN AND PROTECT DURING CONSTRUCTION. COURSE OF CONSTRUCTION IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A A2.1 FLOOR PLAN A3.1 EXTERIOR ELEVATIONS AND SECTIONS GARAGE TO MAKE GARAGE MEET 20 FEET x 20 FEET INTERIOR CLR. OPENING (EN flt� 0 HOLLY SHRUB y U MULLBERRY < 21 Min 0 --- 1 (E) WATER LINE AND WATER METER TO REMAIN AS IS. DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE 3. ADDITION 470SF IN FRONT YARD AND 341SF IN REAR YARD. CONVERT 136SF PATIO INTO LIVING AREA 1 Li G) (N) DOWN SPOUT AND SPLASH BLOCK WITH PROVIDE DIRECT CITY ENGINEERS SHALL HAVE THE AUTHORITY TO z 0 2 wAREAS _0 Cn ROOF RUNOFF AND ON-SITE SURFACE DRAINAGE TO LANDSCAPED OR GRASS SWALES FOR INFILTRATION TO THE GREATEST REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO 3. TOTAL 4 BEDROOMS, AND 3.5 BATHROOM. Q�� 2 0 Cn LJ_ (N) DRIVE 0 WAY 0 420SF z 0 12L� DI LL_ Q DEGREE POSSIBLE 15" ROOF OVER HANG, TOTAL AREA IS 302SF SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. 4. PROVIDE NEW DRIVE WAY, NEW CURB CUT AND DRIVEWAY APPROACH. REMOVE (E) DRIVEWAY 0 RELOCATE (E) ELECTRICAL MAIN PANEL AND UPGRADE TO 200A OVER HEAD UTILITIES LINE 2. CONTACT PUBLIC WORKS, 777-3104, FOR DRAINAGE AND FINAL GRADE INSPECTION, WHICH INCLUDES DRAIN APPROACH AND REPLACE WITH CURB, GUTTER AND SIDE WALK PER CITY STANDARD. 68.00' P.L. Q�91EHIEMIL HON10) A\ Plan Check Comment 7.9.18 - LINES AND ROOF DRAINS/DOWN SPOUTS. - - -- - -- - -- - -- (E) TREE TO REMAIN AND PROTECT DURING CONTRUCTION 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED 1. AN ENCROACHMENT PERMIT TO BE OBTAINED FOR 13 3 13 10 (E) GAS METER TO REMAIN, V.I.F. PRIOR TO OCCUPANCY. ZL 4 11 (N) 14SF CANTILEVER BAY WINDOW W/ WINDOW SEAT MIN. 24" FROM FINISH FLOOR, NOT COUNT TOWARD F.A.R. 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS ANY WORK DONE BEYOND THE PROPERTY LINE. Plan Check Comment 5.18.18 W.M. Z GRASSY SWALES MIN. 1% SLOPE, SEE DETAILA01 5, LEFT IN A CLEAN CONDITION. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON 2. OWNER/CONTRACTOR TO OBTAIN J NUMBER FROM THE BAAQMD FOR DEMOLITION OF EXISTING NO. Revision Date Date, Drawn By: 13 (E) SIDE WALK TO REMAIN TREE PROTECTION PRIOR TO ACCOMPLISHING ANY STRUCTURE PRIOR OBTAIN DEMOLITION PERMIT. WORK OR REMOVING ANY TREES. 21 CHIMNEY 6. UTILIZE BEST MANAGEMENT PRACTICES (BMP's), AS 3. THE PROPERTY OWNER SHALL RECORD A COVENANT 15 REMOVE (E) TREE REQUIRED BY THESTATE WATER RESOURCES CONTROL ON THE PROPERTY FOR THE NEW TREES/SHRUBS File16 : (N) 6'-0" HIGH REDWOOD FENCE AND GATE. BOARD, FOR ANY ACTIVITY, WHICH DISTURBS SOIL. PLANTED FOR PURPOSE OF REQUIRED PRIVACY PROTECTION, AND REQUIRED FRONT YARD TREE. 0 4' 81 12' 16' O (E) 6'-0- HIGH WOOD FENCE ALONG PROPERTY LINE TO REMAIN 7. A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE 4. FOLLOWING COMPLETION OF CONSTRUCTION, AN SITE PLAN AS IS. CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING AFFIDAVIT FROM AN ISA-CERTIFIED ARBORIST SHALL Issue: A NON-CONFORMING EXTENSION WITH MAX. LENGTH OF 15'-0" AND SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL BE PROVIDED CONFIRMING THAT THE NEW TREE 1/811=11-011 THE HEIGHT OF EXISTING NON-CONFORMING WALL AND EXTENDED 15, HAVE BEEN PLANTED PROPERLY AND ACCORDING TO WALL MAY NOT BE INCREASED. 8. TO INITIATE RELEASE OF BONDS, CONTACT THE 19 (N) OR (E) PROPERTY LINE C.O. MUST BE WITHIN 5 FEET OF THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. PLAN. Date, PROPERTY LINE, CLEAN OUT SHALL BE THE SAME DIAMETER AS THE STREET PORTION OF THE SERVICE LATERAL, EXISTING SEWER 9. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND 5. A PLANNING DIVISION INSPECTION IS REQUIRED TO 1.24.2018 DOWN SPOUT LATERAL TO REMAIN AS IS. SURFACE, DIRECTED AWAY FROM BUILDING VERIFY EXTERIOR MATERIALS/FINISHES, TREES, t 20 (E) 3" CLEAN OUT MAX. 24" FROM BUILDING FOOT PRINT FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. AMC Cupwtiro LANDSCAPING, SITE WORK. VARIES 3' 21 (E) 3" ABS SEWER LINE - V.I.F. 10. PRIOR TO ROUGH FRAMING INSPECTION OR PRIOR ANY 6. A CERTIFIED LANDSCAPE PROFESSIONAL SHALL Sheet Title. WORK TO COMMENCE WITHIN THE PUBLIC RIGHT OF ,nag rket CONDUCT A LANDSCAPE INSTALLATION AUDIT AFTER WAY, WHICHEVER COMES FIRST, THE OWNER AND/ORTHE Lk LANDSCAPING AND IRRIGATION SYSTEM HAVE PLOT PLAN FINISH FLOOR THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT Cr.k OW Swl­ OreaN BIW 1,1 1) c r 11 1) aNd 31M sta- C-1, OW R.- BEEN INSTALLED PER CHAPTER 14.15 (LANDSCAPE 7� 2x6 FLOOR J011 TS PERMIT. CONTACT JO ANNE JOHNSON AT (408) s 9 .­V z4 ORDINANCE). THE FINDINGS OF THE ASSESSMENT 2% MIN. 777-3245 FOR ENCROACHMENT REQUIREMENTS AND P.pp� I- SHALL BE CONSOLIDATED INTO A LANDSCAPE SPLASH BLOCK 8" MIN. 2 PERMIT. ALL ENCROACHMENT PERMITS REQUIRE A Rod'IC Uos A�a INSTALLATION REPORT PROVIDED TO THE PLANNING Sheet No.: 4 18" MIN. CERTIFICATE OF LIABILITY INSURANCE ANDA DIVISION. SEPARATE ENDORSEMENT NAMING THE CITY OF Sad(jwic< 4 CUPERTINO AS ADDITIONAL INSURED AS WELL ASA 7 w �..M. D, E lemeq" S-heol s r- .,r, 7. THE PROPERTY OWNER SHALL SIGN A LANDSCAPE VALID CONTRACTOR LICENSE (NOTE: LICENSE B MAINTENANCE AGREEMENT PER CHAPTER 14.15 GRASSY SIN ALF I IF, T11 _rFI I CONTRACTORS ARE ONLY PERMITTED TO PERFORM . -.1. u­[.. , , 41 (LANDSCAPE ORDINANCE), PREPARED BY THE CITY, ® 1% VN. WORK ON -SITE AND WILL NOT BE PERMITTED TO _61 AND RECORD IT WITH COUNTY OF SANTA CLARA PERFORM WORK IN THE PUBLIC RIGHT OF WAY). The Home ep-t9 � 1 wimg& V J,,,,,,, Park RECORDER'S OFFICE. THE PROPERTY OWNER SHALL CONTACT THE PLANNING DIVISION IN ADVANCE OFQ O 11. PROVIDE 5% MIN. SLOPES FOR GRADE AWAY FROM n � THE FINAL TO PREPARE THE AGREEMENT. o FOUNDATIONS AND DRAINAGE AWAY FROM ADJACENTShopping ? 11111111d lwl CenterGRASSY SWALE PROPERTY LINES. 9 ey 8. A CERTIFIED LANDSCAPE PROFESSIONAL SHALL rALABAZAS NORTH PROVIDE A LANDSCAPE AND IRRIGATION F­ MAINTENANCE SCHEDULE PER CHAPTER 14.15 N.T.S. q af 8 5C n3oke IH­ HIP `'k e-sa JoseV 1 (LANDSCAPE ORDINANCE)TO THE PLANNING DIVISION. Phpi,t,A�. I ­duonl - . - i LIVING RM. T.O.P. ±241.77' _ 00 0 I z �o �_ M v GRADE SEE PLAN W LIVING RM. T.O.P. ,1, ±241.77' 00 CD I z �o W F.F. ±233.77' GRADE SEE PLAN NORTH WEST ELEVATION SOUTH EAST ELEVATION NORTH EAST ELEVATION =��ii■�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii►.-iiii■MENMEN 10 SOUTH WEST ELEVATION EXISTING ELEVATIONS 0 2' 4' 6' 8' 3/16" =1'-0" LIVING RM. T.O.P. ±241.77' F.F. ±233.77' GRADE SEE PLAN 0 N 0 O 5 N Lv II I i\ (E) 2068 I __--i— (E) 2068 II1I �1 ---------------1I802 - 0- TIIIIIII IIL I�III I _-_=_-1,1;`IIIiIIIIIII SE lII 8020 020 -- (E_)_ _8_0IIOII _4\_0. \ _ (5)--------------- --- 2468 =_III�iII - � LiIIIIIIIIIiII1IIII rIIIiiAiijIIIIiiIIIIiII1IIIIIiI 1l ©i / / (E) ROOF CO VER (E) BEDROOM (E) LIVING ROOM �0�^ UJ 00N M w (E) 2468 (E) 8040 (oil 00 OII III pNII O N v ------ 00 D r ------ r---------- Il I ---------I F=====4I (E) DINING AREA SIIII I I k (E) 2468 LU 11 I I --- fl00 rr _ ---l \© IN I IIO TII© 1 1 (E) 2468 I L ----- J{ J (E) FAMILY ROOM JI L-----JC-----JL------J00(E) MASTER BEDROOM N (E) KITCHEN � � III r-------- OI 00O 1 I I---------------IIO rIILI _- C I I I I ii li 1 I II I I I I I I l v \1 I I I LLJ LJJ I I I I I ILJL--- I------ ------ �---------------------JI _______=====3 ----------- -----------------------------r�----00 T ------------II 1 (E) 8030 0 (E) 8030 0 r I r/ WH 1 i I �\ 11 �I Plan Check Comment 5.18.18 I REMOVE (E) PORCH Drawn By: ii i i i I W I I D I \ ®; F R I I I I \� I 138SF File: �___-� �___-� Date: 1.24.2018 ^II U J I 0------------------------------------------------------------------------------------------ / n II II II II II II II II II II II II II II II II II II II II II II II U II II II IL______________ L - - - - - - - - - - - - - - - (E) GARAGE I� II II II II II II II II II II --------------------------JI ---------------------------J ..... ...................... .... ..... ....... ....r, .. ........ ..... ....o .. ........... .... .. ....� .......... ....... ....ra ... ... ....... .... '...'.'o ... ........ ... .. ... ..........N S'.T U'.:D .V.0..> .. .... ....� .. ... .© .� . . . . . . . . . . . . . . . . . . . . . . . . . . . R ................................� ................................. o ..................................o .................................er .P.. 08.892.5020.' F, 408:871:6923' :.:.: Project: Deng's Residence Home Remodel 10516 Rampart Ave. Cupertino, CA 95014 Applicant/Owner: Mr. Wei Deng Ms. Christina Ho 10516 Rampart Ave. Cupertino, CA 95014 Tel. 713.492.7248 DengWl2l@Gmail.com ChristiniaHo1210@Gmail.com I I ----J I Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 S61 ARCHITECT@GMAIL.COM D ARclyl �G SOK L. v N0. C29889 REN. 2/28/19 OF C m_ STRUCTURE ENGINEER: 0 2' 4' 6, 8' (E) FLOOR PLAN DEMOLITION FLOOR PLAN 1/411-0" 0 FLOOR PLAN KEY NOTE: Ol REMOVE PARTIAL (E) WALL 02 REMOVE (E) BATHROOM PLUMBING FIXTURE AND CABINET REMOVE (E) KIT. CABINET, APPLIANCE AND PLUMBING FIXTURE. ® REMOVE WOOD BURN FIRE PLACE. 05 REMOVE (E) WINDOW © REMOVE (E) DOOR. REMOVE(E) FURNACE ® REMOVE (E) WATER HEATER �9 REMOVE (E) LAUNDRY 2 09 REMOVE PARTIAL (E) GARAGE �2 Plan Check Comment 7.9.18 �I Plan Check Comment 5.18.18 NO. Revision Date Drawn By: Date: File: Issue.- ssue:REMOVE Date: 1.24.2018 Sheet Title: EXISTING FLOOR PLAN EXISTING ELEVATIONS Sheet No.: LQ2oO FIRST FLOOR PLAN ==---------- ' J PORCH FEET FEET SF Al 8.17 X 4.00 = 32.68 A2 1.50 X 2.00 = 3.00 TOTAL 35.68 DEMO GARAGE IN EIIIIIIIIIU•�� GARAGE B1 20.67 X 16.79 = 347.05 B2 20.67 X 3.67 = 75.86 TOTAL 422.91 REMODEL AREA C1 34.33 X 27.42 = 941.33 C2 8.96 X 23.46 = 210.20 C3 11.71 X 11.87 = 139.00 TOTAL 1290.53 FRONT ADDITION D1 15.67 X 16.00 = 250.72 D2 15.67 X 14.00 = 219.38 TOTAL 470.10 REAR ADDITION E1 24.17 X 14.08 = 340.31 CONVERT PATIO F1 BAY WINDOW G1 TOTAL 11.711 X 111.581 = 1 135.60 6.58 X 12.00 = 13.16 = 13.16 1/411 = 11-011 FLOOR PLAN KEY NOTE: LANDING AND STEP W/ MAX. 7J" RISE AND 10" MIN. RUN. PROVIDE 25 GAUGE CONT. GALV. FLASHING WHERE CONC. MEET WOOD. @ STEP IN GARAGE SHALL NOT HIGHER THAN 6" LANDING IN SIDE YARD SHALL BE LESS THAN 18" FROM FINISH GRADE ® PROVIDE MIN. 20' CLEAR FROM FINISH WALL TO FINISH WALL INSIDE OF GARAGE. NO OBSTRUCTIONS ARE ALLOWED WITHIN THE 20' BY 20' GARAGE, MEASURED 6" TO 6' FROM THE FINISHED FLOOR. 0 WINDOW SEAT MIN. 24" FROM FINISH FLOOR. c i Lr N Ln 0. 8'-7" 15-7" 30'-10" FIRST FLOOR PLAN 2'-4 1/2" 0 2' 4' 6' 8' 1/411 = 1 1-011 ..... ...................... .... ..... ....... ....� .. ........ ..... ....o .. ........... .... .. ....Ln .. .......... ....... ....c) ... ... ....... .... . .... . ... ......... ..... 0 ... ........ .... .. ... . . . . . . . . . N S..T U'.*D .i.'.O.*> ... ... .. ....� .. .... ... ....� .. .......... .... ... ....o .... .. ...... © .....� . . . . . . . . . . . . . . . . . . . . . . . . . . . R ................................cn ................................. o ..................................o .................................�t P:.408.892.5020.' F, '408:871:6923' :.:.: , , � Project: Deng's Residence Home Remodel 10516 Rampart Ave. Cupertino, CA 95014 Applicant/Owner: Mr. Wei Deng Ms. Christina Ho 10516 Rampart Ave. Cupertino, CA 95014 Tel. 713.492.7248 DengW121 @Gmail.com ChristiniaHo1210@Gmail.com Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 S61 ARCHITECT@GMAIL.COM SED ARc, y _A10 FOA J N0. J2/28/19 REN. �F CA STRUCTURE ENGINEER: Plan Chek Comment 5.18.18 NO. Revision Date Drawn By: Date: Issue.- Date: ssue:Date: 1.24.2018 Sheet Title: FIRST FLOOR PLAN Sheet No.: ENTRY 1 1245.27 LIVING R T.O.P. 1243.77 GRADE SEE PLAN FRONT (NORTH WEST) ELEVATION 0 2, 4' 6' 8' 3/16" =1'-0" LEFT (NORTH EAST) ELEVATION / T.O.P. F.F. ±233.77' 11 REAR (SOUTH EAST) ELEVATION M. BEDRW T.O.P. ±242.77' m C LIVING RM. T.O.P. ±243.77' F.F. ±233.77' GRADE SEE PLAN 0 2' 4' 6, 8' 3/16" =1'-0" I LIVING RM. T.O.P. ±242.77' I I I I 0 I I I F.F. ±233.77' GRADE SEE PLA 0 2' 4' 6' 8' 3/16" =1'-0" SECTION 0 2' 4' 6' 8' 3/16" =1 '-0" ANY CHANGES TO THE APPROVED COLORS MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/ APPLICATION TRY T.O.P. LIVING RM. F.F. ±233.77' GRADE SEE PLAN RICHT (SOUTH WEST) ELEVATION ELEVATIONS KEY NOTE: ROOF TILE BY EAGLE ROOF, PRODUCT NAME MALIBU, COLOR WALNUT CREEK BLEND, PRODUCT #2773, STANDARD WEIGHT. CLASS 'A' MIN. 0 REPLACE (E) COMPOSITION ROOF WITH ROOF TILE BY EAGLE ROOF, PRODUCT NAME MALIBU, COLOR WALNUT CREEK BLEND, PRODUCT #2773, STANDARD WEIGHT. CLASS 'A' MIN. 0 (E) STUCCO PAINTED WITH KELLY MOORE, COLOR #41, SNIP OF TANNIN. ® (N) STUCCO PAINTED WITH KELLY MOORE, COLOR #41, SNIP OF TANNIN. �5 FACIA PAINTED WITH KELLY MOORE, COLOR #36, NAVAJO WHITE. © 6'-0" MAX. HIGH REDWOOD FENCE AND GATE �7 APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. CFC SEC. 505 ® ELDORADO STONE, CASTAWAY STACKED STONE. SEE 9 8.0 �9 WINDOW SEAT 10 ROLL UP GARAGE DOOR. GENERAL NOTES: INSTALLATION OF APPROVED CORROSION—REGISTANT FLASHING APPLIED SHINGLE—FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS AT THE FOLLOWING LOCATIONS: (R703.8) A. EXTERIOR WINDOW AND DOOR OPENINGS. B. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, W/ PROJECTION LIPS ON BOTH SIDES UNDER STUCCO COPINGS. C. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. D. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. E. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OR WOOD—FRAME CONSTRUCTION. F. AT WALL AND ROOF INTERSECTIONS. LIVING RM. T.O.P. ±242.77' F.F. ±233.77' GRADE SEE PLAN 0 2' 4' 6' 8' SECTION 3/16" =1'-0" 0 2' 4' 6, 8' ..... ...................... .... ..... ....... ....� . ........ ..... .....o .. .... ... .... ........Lf) ..... ... ....... ....... ..............� ... ... ..............� . .... . ... ............... .........0 ... ........ ... .........� . . . . . . . . . . . . . L ... .........N S'.T U *D*.I.'.O.*> ... ... .....� . .... ....R .. .......... .... ....o 2 © ..... ....................� R ..................................0 P..408.892.50�0. F. 408.871.:6923-; :.: Project: Deng's Residence Home Remodel 10516 Rampart Ave. Cupertino, CA 95014 Applicant/Owner: Mr. Wei Deng Ms. Christina Ho 10516 Rampart Ave. Cupertino, CA 95014 Tel. 713.492.7248 DengW121 @Gmail.com ChristiniaHo1210@Gmail.com Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 S61 ARCH ITECT@GMAIL.COM DIel KARCN�l NO. C29889 * REN. 2/28/19 OF C A_ � STRUCTURE ENGINEER: 01 Plan Chek Comment 5.18.18 NO. Revision Date Drawn By: Date: Issue: Date: 1.24.2018 Sheet Title: ELEVATIONS Sheet No.: FND. 1" IRON PIPE IN MONUMENT WELL PER 103 MAPS 30 TC 220.47 TC 220.00TC ®16 FH FL 211 9.51 TC 219.24 FL 219.98 F 9.06 FL 218.77 L 219.52 L 220.09 L 219.63 L 219.18 L 218.88 FND. 1" IRON PIPE A MPA VENUEA (56 9 RI ) IN MONUMENT WELL PER 103 MAPS 30 CL 220.67 CL 220.21N60*00'00"E 619.76' CL 219.89 CL 219.48 299.75' - x - - 320.01' x - SSMH RIM=219.93 N O rL1g o TC 220.49 FL 220.04 L 227-19- 00 TC 220.19 TC 220.06 TC 219.69 N FL 219.71 FL X 219.59 FL 219.18 F 219.31 -- L 219.84 --------- L 219.70 -------------------- L 219.30 ----- ------ --218.82 L 218.92 6"BAY To' \ "CONCRETE/ APRON I FW 220.38 8 APP 219-99 APP 219. W 219.78 ------ - - - - - - - --- - CONCRETE,< 13W 220.48 Pc r 0.41 ---_ ----_N ------0--DW 22 .04 DW 219.92 220.04 18"MULLBERRY 20'DL 0.34'_ 0.08' / E D 220.621 DW 221.29 222 xG 221.83 / c P i <'/ 14" 0 20' D L P 7.5' G 222.2 221.84x G 221.95x / c < c G 222.30 222.27 P </ DW 22u - �. lz CONCRETE DRIVEWAY / <,� w / i < Lij 6"�AY 10' L 0.23' L wO /i K w wl L 222.41 222.58 o I` c < o 3: BRICK WALL G 221 .78 0 y _ W 222_32 - - x r7 A/C rn TP 2'23.06-T CONCRETE PORCH G�22 -051, 5,3' o I i 0 COVERED PORCH 0.37' P` 1 / 0 O o G � w � c � o 222.021 P 0 o 0 z 0 0 0 NO 0 N 222.1 1 � I G 222.90 1 C 222.72 - CONCRETE \, P �G 222.56 G 222.43x G 222.57x P 4 P i r 2 .84 CONCRETE 4 i. G 223.2 x P J xG 222.81 N q xG i C 23.03 18, 43" E 22"BAY 35' 0. U 6.88 4871 G 223.2 0. - o j 7 2 2 G 223.3 WOOD -F GRAPHIC SCALE 7 G 222.63x U Lu - �5' W.C.E. ° 12 ULLBERRY 12 DL �5' P.U.E. 0.17' 0.77 0, ICE 22.87 G 3.05 0'00'00" E 61.26' L 0 T 2 1 0 10' 20' 30' 40' 1 " = 10' L a I :� n LEGEND BOUNDARY - - - - Ll`, - - - CENTER LINE CONCRETE SETBACK LINE -------------- LIP OF GUTTER EASEMENT LINE GROUND FACE OF BUILDING LINE ASPHALTIC CONCRETE TS 222.54 TW o CHAINLINK FENCE PUBLIC UTILITY EASEMENT P.S.E. TRACT NO. 2155 o EDGE OF CREEK - - GAS METER 103 MAPS 30 o 11 f LANDSCAPE LIGHT z LOT 31 O SANITARY SEWER MANHOLE - STORMDRAIN MANHOLE WATER VALVE FIRE HYDRANT JOINT POLE CATCH BASIN FOUND IRON PIPE AS NOTED ONE STORY N I I ABBREVIATIONS WOOD FRAME HOUSE 222.46 RIDGE = 236.61' 222.6 HOUSE FINISH FLOOR = 223.77' w GARAGE FINISH FLOOR = 222.47' AREA = 6,125 S.F.± I i 0 COVERED PORCH 0.37' P` 1 / 0 O o G � w � c � o 222.021 P 0 o 0 z 0 0 0 NO 0 N 222.1 1 � I G 222.90 1 C 222.72 - CONCRETE \, P �G 222.56 G 222.43x G 222.57x P 4 P i r 2 .84 CONCRETE 4 i. G 223.2 x P J xG 222.81 N q xG i C 23.03 18, 43" E 22"BAY 35' 0. U 6.88 4871 G 223.2 0. - o j 7 2 2 G 223.3 WOOD -F GRAPHIC SCALE 7 G 222.63x U Lu - �5' W.C.E. ° 12 ULLBERRY 12 DL �5' P.U.E. 0.17' 0.77 0, ICE 22.87 G 3.05 0'00'00" E 61.26' L 0 T 2 1 0 10' 20' 30' 40' 1 " = 10' L a I :� n LEGEND BOUNDARY - - - - PROPERTY LINE - - - - CENTER LINE CONCRETE SETBACK LINE -------------- LIP OF GUTTER EASEMENT LINE GROUND FACE OF BUILDING LINE ASPHALTIC CONCRETE TS WOODEN FENCE TW TOP OF WALL CHAINLINK FENCE PUBLIC UTILITY EASEMENT P.S.E. BARBED WIRE FENCE --- x----- x- x --- EDGE OF CREEK - - GAS METER WATER METER Ow LANDSCAPE LIGHT z SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORMDRAIN MANHOLE WATER VALVE FIRE HYDRANT JOINT POLE CATCH BASIN FOUND IRON PIPE AS NOTED • FOUND MONUMENT AS NOTED O ABBREVIATIONS FL FLOWLI N E TC TOP OF CURB C CONCRETE L LIP OF GUTTER G GROUND AC ASPHALTIC CONCRETE TS TOP OF STEP TW TOP OF WALL P.U.E. PUBLIC UTILITY EASEMENT P.S.E. PUBLIC SERVICE EASEMENT B.S.L. BUILDING SETBACK LINE nl(1TPC 1. PHYSICAL ITEMS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE SURFACE ITEMS VISIBLE AS OF THE DATE OF THIS SURVEY AND FROM AVAILABLE RECORD DATA. SUBSURFACE OBJECTS, IF ANY, MAY NOT BE SHOWN. SAID SUBSURFACE OBJECTS MAY INCLUDE, BUT ARE NOT LIMITED TO, UNDERGROUND UTILITY LINES, UTILITY VAULTS, CONCRETE FOOTINGS, SLABS, SHORING, STRUCTURAL PILES, PIPING, UNDERGROUND TANKS, AND ANY OTHER SUBSURFACE STRUCTURES NOT REVEALED BY A SURFACE INSPECTION. 2. DIMENSIONS SHOWN HEREON ARE GROUND DISTANCES IN FEET AND DECIMALS THEREOF. 3. NO PROPERTY CORNERS ARE PROPOSED TO BE SET BY THIS SURVEY. 4. ASSESSOR'S PARCEL NUMBER: 369-25-008 5. TREE TRUNK LOCATIONS ARE APPROXIMATE. TREES THAT CROSS A PROPERTY LINE AT GROUND LEVEL SHOULD BE CONSIDERED TO BE JOINTLY OWNED BY THE RESPECTIVE PROPERTY OWNERS. CONSULT AN ARBORIST FOR DETAILS. 6. DIMENSIONS FROM HOUSE TO PROPERTY LINE ARE MEASURED FROM THE BUILDING FACE OF THE STRUCTURE, PERPENDICULAR TO THE PROPERTY LINES 7. OWNER SHOULD CONSULT WITH CITY PLANNER TO CONFIRM CURRENT ZONING AND SETBACK REQUIREMENTS. BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE BASED ON TRACT MAP NO. 2155 RECORDED IN BOOK 103 OF MAPS, AT PAGE 30, SANTA CLARA COUNTY RECORDS. PROJECT BENCHMARK SET MAG NAIL, NORTHERLY OF THE PROLONGATION OF THE EASTERLY LOT LINE APPROXIMATELY 7.7 FEET FROM THE LIP OF GUTTER ACROSS THE STREET. ASSUMED ELEVATION OF 216.93 FEET. SURVEYOR'S STATEMENT THIS TOPOGRAPHIC SURVEY WAS PERFORMED BY ME OR UNDER MY DIRECTION. TOM H. MILO L.S. 6438 DATE