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Approved Plan Set Community Development Department Planning Division - Cupertino CUPERTINO APPROVED a a a Case # R-2021-021, o C o Z ATR-2021-027 W LEGEND: 0 U Approva I dy: Director/Staff v M PROPERTY LINE W M o Approva I to 12/05/21 3 w o H M Signature Erick Serrano SHED 3 0 8' WOOD 3 ---------------------- EASEMENT LINE N g - N89 55 54 W FENCE 100.12 _ Case Manage WF 0.16' FLY OF x x WOOD FENCE w x w z I x40\b.71 9 9.3 7 x398.91 398.74/ 8.99 L Z v x�3 9 9.0 5 w v WF 0.4 6' FLY OF P/L O o n o CHAINLINK FENCE � ��.I � Z a 3 4 0(Y�7 v v w 3 @� J��12 399.8 Aw399.06- �9g.91A/ �� '92W *9 �9 � -x x x METAL/ WIRE FENCE � o O 41 � � RE 0 4 A A A \P � -ox ox OVERHEAD WIRES x 399. x 399.30x 399.38 O x `' `/ `V `V `V `k O 3�g � o� � BUILDING � 99 s9 398.8°rz aFSKH O WALL K O56E ° Q� ° 0 a CONCRETE 6 PAVEMENT 400.1>�400.58\ x 399.51 x 399.35 C ° 3 O 399.19 a ° BRICK D � � � � a ° 398.59 ° A SLATE / STONE ° 1 c ' D x400.51 40 62� x23 ° Q ° 398.54 0° GRASS/NATURAL GROUND 0I - 39 FEN A � � 0994 a 93 0 0 0 0 8 ° ° x399°.28' ° +r3 SPOT ELEVATION w °° a� -� ° a399.12 399.02 A s x 399.75 . a �E° a ° U 999s � ° a ° x 39'0.22 ° 0 99.08"x° A 9 � a ° ° a O D � C4' x ,2 6q� V o ° a 9 °p°� ° 399.a9 a ° a o TREE TRUNK, APPROXIMATE z ° o ° a ° DIAMETER IN INCHES a O 400.14 o a ° x�399.43 a° � a 40 .31 x 00.65 Q � Ji 9. a- 398.77 O O O W PLANTEPc a o ° 39s.s3 o x99.sQ x 3�9.22 x 39�$.2 �o3.ss ° o tiTREE DRIPLINE U f 9� x 399.69° a O ^� O pf 61 k w x 9.2 6 ° A °m° STEP a o ao3. i 9 WF CROSSES FLY P/L T. E. THRESHOLD ELEVATION o ° a N x 400.15 397.33 x 399.I4 ox 98.b9 ° a ° e x 401.32 x 397.52 ° x 403.41 x a 403.36 rW. W o 4 403.45 a '- U U x 401�13 x397y70 STEP ABBREVIATIONS N a -x403.71 403.69 a BLDG BUILDING o U z x 401.27 x 99.98 x- 399'.26 D O.H. BLDG x o C/L CENTERLINE � A x4o1.23 39�.63 399.�18 COMM COMMUNICATION w ¢ o z el x 97.65 x x99.36 x 401.20 '40110 5 P a r� 1 w 6.9 7' PLY EASTERLY a W\XTER EL ELEVATION A A a ¢ w 400 q o a 1 �METER 399.18 N'LY NORTHERLY x x 3 9 9`13 3 NE'LY NORTHEASTERLY 42.47' x397.9s x 99:Y7 NW'LY NORTHWESTERLY ° T.E. = OH OVERHANG Q o x 400.3 x 39910 4 0 2.0 3' P/L PROPERTY LINE 400.53 x4o1.36 x4/00.42 399.09 S'LY SOUTHERLY I� � q, 399.24/ SE'LY SOUTHEASTERLY 400.75 x 2 2 3 8 1 MCCLELLAN ROAD ,� ,�, R°°� �, ,� ,�, 4, SW'LY SOUTHWESTERLY SINGLE FAMILY RESIDENCE w TYP TYPICAL )''400.41 UTIL UTILITY W A.P.N.: 3 5 7-0 5-010 Q� A/ � 3 9 9�2 8 W'LY WESTERLY PARCEL AREA: 17, 955 SF x399.27 CHAIN � ROOF PEAK EL. = 41 7.9 4' � � � WF WOOD FENCE LINK FENCE z 3 9 9.3 1 GATE z O 41 x WF 0.4 5' W'LY OF P/L � w o T.E. _ _ a 400 '6 00 � 4 0 2.0 7' SATE w c w 6� 400.76 / O ti O / 41.0 6' t STP X401.67 ° ° � 6°0k400.72 x40Q.41 \A400.M GAS /_ N89055'54"W 32.94' _ x aoo.ao STEP °METER° ° M GATE' a ° o a I � 1100 x � � � x �� � � ° ° 4 � x 398.�3 x 398.76 � F � • T 46/o.72 y�5 4\60.31 0400.28 x 39 .15 ° 0.361 O D° w � 400.�0 A 67 � N x 400.66 o 400.21 5' WOOD W LYOFp2 ►-� W 6' CHAIN Q aoo.s4 o.ls x BRUSH-LIlyEICV iJTIL v emu'FENCE RO o c o ° 3 �� 4� S'S ,SINK FENCE Q6 x BOA w 8.vOS, , K� .V, ES SE. 41 Q x 400.64 4�0.05 PLANTAR � x4004/11 x�399.6N/ � x � �LYOA P2� 5 399.0 O � 400.17 x ° w � z8' 67 00), � v ° ° x^' ��� WF a •6 x x400.20 �o � 0-400.56/ ' ao�q,.51 w v1 � A/ w w w A/ w O SE'Ly M � °8°o x40,P.57 v °vim o° v .9 d3 ti OFA2 CIA a o �1 QQ n O � ' A/ 4 0 0A 1 x V `ZV c> V V Z y x 400.70 WF CROSSES W'LY P/L =� 400.52 x ,R ° xs A � S °� o HEADER x 4 0 0.3 5 0 PL4/NTER x 39 79 5' WOOD � � � � - w � w � w w � 3�Y9.92 � w � � v $� � N FENCE "� o Jx v � � w � � � � w o o° 400.0 wx 400 �01 A A/ � a ati rl' o - �° �x399�4 A 4 \ A/ A x 400.47 N w A/ v°° eew � x 3 9 9.*9 � [�] � s6 we x 3v99.69 x 399,i,44 398.89 WF 0.19' FLY OF P/L w W 4��?� 4a�2� .bb 0 2'° `� x 399.85 x 399.59 GRAPHIC SCALE ao�.lsx x 400.43 o x 400.15 b � A/ � 40iI 29 A/ \ � 6 �D A/ � � F 400.50 x r4 x x399.77 Aop.0 1 W 0'18' 10 o a 10 20 40 'COMM 01 o � � \k � NWLY o � O 3�'9.85x O PQLE 41 A R � w F p�L 4 0 0.4*x 4 0�2.2 9 PLANTED a x 4 .2\. N�qT sic 999 98 I--I 5 WOOD ( IN FDDm ) �o�.� ST ETV6°4 4°°s x400-26 ° ; �n� �� 40 v a 1 inch = 10 ft. 0 17 SIGN �6�" O o°a o C> x 399.7�`\ �I _W FENCE oo1100 o x400/.33 ° � 3�99.83 400° 41 � b� � o A x400 49 °40 °ST a�49 4' 0 O v w w 4 3.00 �w �N o8 9. � 9� 3 � EASE I mo/ 0 o/M 6 pAr°�S 4 A o zo JIEDG MAIL 399.83 �] z CERTIFICATE LEGAL DESCRIPTION °°/ 40 5 67 � °°.06 x 3*9 f 1 2' wooD SURVEYOR'S S ` rn/N °°r9 67 0 3 99�5 5 19 9.7jK1 y"b /GUY FENCE I, KACIE A. PLOUFF, CERTIFY THAT I AM LICENSED AS A a 0 400- PILLAR / �WIRE� u'F PROFESSIONAL LAND SURVEYOR IN THE STATE OF CALIFORNIA LOT 68 & 69 MAP OF LOS PALMAS MONTA VISTA RECORDED IN �/ ° r, 390 2 399.67 / 0 16 BOOK "P" PAGE 17 OF SANTA CLARA COUNTY RECORDS i / o �� 85 NWLYOF (REF. NO. 9013) 0s x 39.80 9. I FURTHER CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF x 401.2 d• � �x399.74 9.yy � � M GATE WATER POWER / GUY A TOPOGRAPHIC SURVEY CONDUCTED UNDER MY SUPERVISION SURVEYOR'S NOTES \ ��, w wooD St. x 4 0 1.0 9 - L�i IZ O WALL 8A PILLAR METER OLE x 3 9 9 7 4 WIRE Q AT THE REQUEST OF THE CLIENT. /� �T N 9 6 11'j�x39 4Z 6 1 . PROJECT BENCHMARK: VALLEY WATER VERTICAL DATABASE BM402; BRASS ` `�1 V ® 3 M 9 A 399.6a `�6 3 9.6 1,STUMP 9q.463 w DISK LOCATED ON TOP OF NORTHEAST CURB RETURN AT THE INTERSECTION x 400.R9 O COMMX 9 AL Wy OF STEVENS CANYON ROAD AND RANCHO DEEP CLIFF DRIVE. CITY OF ` N BOX 9s0 �99 °r 39� �► ' ,� p A6 .�'Q 1 CUPERTINO x400.69 3CID CO NC. CONC 9ra g x400.53 �900.31 FF PROJECT NO. ELEVATION = 4 6 2.9 5 FT. NAVD88 ` CURB CURB & E GUTTER 2. ONLY TREES 6" AND ABOVE WERE LOCATED ON THIS SURVEY, SMALLER X 399.71 202106 TREES AND SHRUBS ARE NOT SHOWN. x 400.37 3. DISTANCES SHOWN HEREON AREA EXPRESSED IN FEET AND DECIMALS x aoo.21` SHEET NO. THEREOF. KACIE A. PLOUFF, PLS 9 013 1 O F 1 x 400` Comm III Development Department BUILDING OCCUPANCY GROUP R3 & U REVISIONS BY PIning Division - Cupertino TYPE OF CONSTRUCTION V - B 8.10.21 CUPERTINO APPROVED STORIES 2 W/O BASEMENT Case # R-2021-021, AUTOMATIC SPRINKLERS YES A r , TR-2021-027 Approval Body Director/Staff Approva I Date 12/05/21 Signature Irick Serrano Case Manager � ,D ARC/y NEW 6 FT TALL FENCE N89055'54"W 0. 1 �. V ADITI MUKHERJEE � LIC. C31611 -� 400. 1 399.37 8.7 9 .99 399.0s REN: NOV. 2021 O U `f TREE cq O RED OD CF CAL CFO PROTECTION U� w c4 FENCE V) o F x I C + O ! O Ln O z-x d x N 1 - xx x _x x a W x x x I TREE - - O O - a -1 PROTECTION Q 0 99-35 + - F FENCE w U x O O oa. 399. F' _ Ox x G I 398.5 Q y TREE + PROTE IOiQ x I t I M Q O X FENCE x x I I ? W U M O 400.51 x x x-x O TREE - - - _ _ I-� a U 0 4 PROT TION I 3?9.02 a 0 -- E N 1 _0, 5 U W z E• x x f- 00 Y SE QO D UI D PROP SED a EP I FLO RSID SETBACK U Z 40Q31 / 0 J- 0 W �/ � I [� U H - - - - - 399.229 � 1 Q UU 403.1 QUIRED SECOND 400.15 cc FL SIDE S ITBACK I 4 x - 399.26 z O x x-x-x- W x a 101-01, 3 9. �1 x Q, F QUIRED FIRST I x I I H OOR SIDE SETBACK x I •_I,. PR P D x x I - L'OOR FIRST -I 20 10 x I x I I If f BA IK PROPOSED F SECOND x I FLooRs SE n I NEWS COND I I 1 x h_"I LOOR 4 .53 36 x I NEW TWO STORY I x I RESIDENCE r l 4 0.75 FF -402.00 - I _ B LDING HT.27-10"MAX. SHEET INDEX 1 x i - - - - -J UAT 1 W Q Al SITE PLAN, AREA SUMMARY I 13992 o w LP LANDSCAPE PLAN NEW SECOND x o 1 SURVEY lr-9„ rWr TO OPEN PATI FLOOR Q `` 399.31 T O A2 NOT USED �] 1 x a x - - - - - I PR OS A3 PROPOSED FIRST FLOOR PLAN U S, ND z x C SE BACK A3.1 FIRST FLOOR AREA CALCULATIONS I I Z Z O I I A4 SECOND FLOOR PLAN a Z x x_x - NEW 6 FT TALL FENCE �-x- x I �, <A4.1 SECOND FLOOR AREA CALCULATIONS � x x� N89°55'54"W 32.9 A5 ROOF PLAN A5.1 DETAILS x I x 3ssss 398.76 W Z w A6 PROPOSED EXTERIOR ELEVATIONS w C I I - I x--x-x x „y 3 9.15 A7 PROPOSED EXTERIOR ELEVATIONS 4°0.66 =- - 0 400.21 o U A8 ADU ELEVATIONS 0 p w EW SEC ND A9 BUILDING SECTIONS M--� F-LI I FL OR - - - - - GB1 GREEN BUILDING CHECKLIST x I400.110 I8„oA� BALC NY Q RE BE w PROJECT SUMMARY aoos x o o � SCOPE OF WORK: 0 I F - 1 I ° GE NEW DETACHED O NEW TWO STORY HOME _ NEW THREE o °�D ADU O PROJECT ADDRESS 22381 McCLELLAN z 4O° HEAT 749 SF APN 22381 olo LIVING AREA 5753.9 SF �� 40 .5 x , % PUMP [ ATMP ZONING DISTRICT RI-10 ATTACHED THREE CAR GARAGE 694.7 SF `U 388.79 O LAND USE LOW RES 1-5 DU/AC _ x Q 400AMP U FLOOD ZONE No NEW ADU 749 SF. TOTAL PLANTING AREA 6767 SF w �� METED TER OOAMPSUB w f H METER OR ADU N AREA CALCULATION x o ti LL LLLLLLLLL LLLLLLLLL LLL GROSS LOT AREA 17955 S.F. LLLLLLLLLLLLL LLL L LLL --L LLLLLLLLL LLLL L- LLLLLLLLL w NET LOT AREA 17171 S.F. ` N° U. LLLL LLLLLLLLL LLLLLLLLLL LLLLL LLLLLLLLL ��LL3�9 -L LLLLL e �T� x LL LLL L LLLLLLLLL LLLLLLLLL LLLLLLLLLLZL LLLL LL LLLLLL -- W 44 o LLL' LLL L LLLLLLLL QLLLLLLLLLL LLLLLp&,O zL L-.L LLLLLLL LLL LLPLRvLI uCM-HL�LL� L LLLL LLLLL LLLL LLLLLLL 3 � ALLOWABLE FLOOR AREA 7726.9S.F. (45/0) LL LLLL LLLLLCLLc LLLL L L i-LLLLL' �°L�� LLLLL LLLLLL L ALLOWABLE LOT COVERAGE 8585.5 S.F. (45%+5%) x LL-LLLLLL LLLLLL L LL LLLLLL LLLLLLLLLL- LLLLLLLLL gT LLL LLCLLLKLLLLLL I6L1-LL LL LL LLLLLLLLLLLLLLLL LLLLLLLLLL ET7111p L LLL LLLL��.,�LLL LLL LL LL LLLLLLLLLL-- LLLL LLLLLLLLLLLLL�LLLL L� LLL LL LLL LL LL LL LL LL LLLLLL LLLLL L LLLLLLLLLLLLLLLLLLLLLLLL-L lL1 1 DEDICATIN x LLLL LL L LL LL L LLLLL LLLLL LLLLLLLLLLLLL4LLLLLLLLLLL FLOOR AREA SUMMARY I LLLLLL L L LL LL LL L LLLL LLLLLLLLLLLLLLLOPFANIP L / LLLLLL LL L LL L ILL LLLL LLLLLLLLLLLLLLLL I.l�I�L l NEW FIRST FLOOR 3744.0 S.F. 400.48 LL 2 LL L L LL L LL LL LLLLLLLLLLLLLLL L M--1 ATTIC ABOVE 5 FT. 0.0 S.F. N76o42 LLLLLL L L L LL LLLLLLLLLLL±LLLLL LLLLL 00'� LL LL 0 O p LL L LLLLLLLLLLLLL LLLLL LLLLLL W 400.33 L LLL LLLLLL 0) L FIRST FLOOR ROOF O/ 16 FT. 771.0 S.F. �` 400 9 LL LLLLLLLLL � o L LLL I LfLLLL o� O rV NEW SECOND FLOOR 2009.9S.F. SITE PLAN LEGEND - I o o OBE LLLL LLLLLL 00 O / o EMO TOTAL SECOND FLOOR 2780.9 S.F. o _ o PR 4 aLLL h--I SECOND FLOOR TO FIRST FLOOR RATIO 62.6 % PROPERTY LINE % /c°' DRIVEWAY O EXISTING °B 4" L L L L L L hL L L w N APPROACH O RE 1�o LLL L L L LL L SETBACK LINE ` / o o LL T ETIMPRo TOTAL LIVING AREA 5753.9 S.F. / J �091851 DEDZ i NT \ NEW 3 CAR GARAGE 694.7.F. (E) RESIDENCE C x-x / ` \ ` TOTAL PROPOSED FLOOR AREA 7219.6 S.F. (42.0%) TO BE DEMOLISHED ` � T x x ` ��iJ.LL.A N 'F DRIVEWAY I � 399.74 O ` DRAWN ALLOWABLE FLOOR AREA 7726.9 S.F. _ ° R®� APPROACH 3sssa AM ;� EXISTING � i (N) RESIDENCE ��, SHIFTED DRIVEWAY - CHECKED NEW ADU 749 S.F. ` APPROACH LOT COVERAGE SUMMARY (N) SECOND r DATE IMPERVIOUS AREA CALCULATION NEW FIRST FLOOR 3744.0 S.F. FLOOR ` - - - J 6.8.21 NEW FRONT PORCH 126.8 S.F. � SCALE NEW REAR PORCH 371.0 S.F. REQUIRED FRONTYARD 2284 SF \ ` 0 2 4 6 8 12 FT. 3/32" = 1 '-0" BAY WINDOW 55.8 S.F. ADU DRIVEWAY 1278 SF \ JOB NO. POP OUT WINDOW AT KITCHEN 9.2 S.F. COVERED WALKWAY 6 SF ` \ SHEET SECOND FLOOR OVERHANG INCLUDED IN THE REAR PORCH PORCHES TOTAL COVERAGE 1284 SF ( 56%) NORTH NEW GARAGE 694.7 S.F. TOTAL EAVE PROJECTION 572.2 S.F. PERVIOUS PAVERS PROPOSED FOR THE DRIVEWAY TOTAL PROPOSED COVERAGE 5573.7 S.F. (32.4%) Al NEW ADU 749 S.F. LEGEND SITE PLAN & HORIZONTAL CONTROL PLAN %OF SHEETS REVISIONS BY Co mun D . e en D 0 2 4 6 8 12 FT. N ' �I �ltT p r'-X A CALC:UL.-iTIO � 8.10.21 �'P I a n I�rn Iv rsro rl - u c r t`rr� CUPERTINO FIR/-��L��LO Case # R-2921-0 1 , 40.83 69.00 2817.27 - - - - - - - - - - - - - A � - - - - - 11.7 a 23.75 -358.31 TR 2021- 27 , -354..88 Approval ody: Director/St fF $ 175�a5 ` 71'-10" Approval ate 12/0 /21 5.95 -54..0,3 - - - Signature Er' 2.001 35.25 -78•58 D AR Case Manager 28-9 19-3 2'-8 rj� Cy/ FIRST FLOOR TOTAL 3744.01 1 1 15-3 1/2" 13'-5 1/2" A9 3"-6" 12'-3" 3'-6" U ADITI MUKHERJEE cl SECOND a'-1o' 7'-11 1/2" - 2'-6„ LIC. C31611 - - - - - - - - - - REN: NOV. 2021 22.E .�� 4.50 nn \n N 49.58 57.08 2838.03NI p 1 .3 .�� 35.EI3 - 18.52 I I I �� °F cap R 9.&3 8.83 8.15 2.. S 1f.87 12.91 -217.79 - - - - - - - - - - - - - - T _ 15.12 8.0 -133.51 M u 3.41 24.87 -84..�81 I I I I I C C N N I o _ SECOND FLOOR TOTAL 2780.92 1: G 31.11 23.12 715.72 14 11. 3t] 2.00 -22.0000 a OVENS REFJiE TOTAL .72 J o MEDIA ROOM a1 0'11 w UM or� od M TOTAL HOUSEFLOOR ARE A 7219.65 I I �„ I U U � M 4'-8 5-0 1/2" 11 -4" 2'6"Lo I�-I -ALL ONVA.BLIE FLOOR AREA 7726.95 I I 20'-0" , o 4'-0 1/4" [ [ ( 40'-10" U 12'-4" U 00 W ( DINING I �I ►-� � � x �ADF AREA C ALCULATI ON, 48" 0 0 I I Q U U ij N 26 U _ a 18.16 12.08 21'9'.37 COOK FAMILY ROOM � v � � BEDR00 1 J.1 1.50 0-45 0.68 N ry O O I N N LACE W f£ 20.7.E 13.83 286.97 L 3.1 9.41 35.79 III O _ t,1 _ 1. 0 9.41 16.E I I BA.1 w 14 17.20 10.95 188.34 LANDING J 13' 81 I +� 2'6 2'10 2.6" N 20 ]ADU TOTAL 748.15 KITCHEN 2.6" Q 2N INK BUTLER NI E CLOSET Q oW REF PANTR PANTRY I I H AT Pulyp BOOKS SINK 15' 9 1/2" 2'' o WET BAR Q 12' s" COATS N III I Qw Z -9 I ONUS OM � � 0co L 0 1 -2„ , I -� N c FIRE D N N DINING I I BALCO Y l ° rn ° I I ABOVE N FOUNTAIN ro N NWEI I I 28'-4" 1 Z1 ^ z " 7 y 7 S---Al H 4' g L DIN BEDROOM2 OBCELINT. W D Q [� o Lo a BEDROOM1 I 1 V1 00 w 2'e" I UP 2 2 '11'-5" 11'-6" o `� T 2'i . 2 ' B 1 /� 35'-6 1/2" - - - - - A9 N16-1 _ _ M BEDROOM2 O O o BA1 e gA LIVING I I FOYER V1 I CLOSET co ° I I GAB O M D ROOM 2 i II II 2'4" - SEAT I 2.4. LANDING I I 3 0 3'°" 1n 12' 10 1/4" N -- L J _ 3'-4" I I C 0" N W I- 28" 30' OW SINK REF 2 . II 0 o H G N LL 1 N N DINING S / I KITCHEN 0 R N 30" II p I RANGE ^ 9'-0" O SEAT OFFICE " I P Z. _ _ ' � II GR I 30'-1" FT TA T I I O EN A CE FRONT T K i kQ ` I o I 3ARAR I °, PUNP G GE I N N N ` ` ckf I HE \a° W \ - - y �"- - I 1 10 FT I 1 1 FT o X 20 FT SPACE r T l l - I X 20 FT SPACE I P U °J LIVING00 I II - _ I - - - - - - - - J L - I SEAT - - - - - - - - - T9"- Ctl� NEW 400 AM DRAWN 1 i` ELECTRIC ME E AM o I N - - - - - - - - - -`�' - ` _ L CHECKED co & GATE DATE STUCCO WING WALL 6.8.21 SCALE - � - 3/16" 1 '-0" 13'-4" 3'-8" 3'-4" 11 1,_8 ` A JOB IN U. A9 11'-O" 20'- " 22'-11" -` 15'-2" 25'-8" 31'-0" SHEET / A301 ADU PLAN / AREA CALCULATION FIRST FLOOR PLAN / AREA CALCULATION OF SHEETS I 04 REVISIONS BY Comm nity D velopment Department LO PI In ning ivision - Cupertino 0 2 4 6 8 12 FT. 8.10.21 CUPERTINO APPROVED — — — — — — — — — — — — — � - - — — — � - - - - - -�— � � — — — — — — — — - - - - - - - - - - - - Case # R-2 21-021, ATR-2021-027 ----—I J_`=—"o 1 5���'"-2IIIIIII•--—II ---_4'——�I�---'-—II ------I -----�A IIIIIII�II�III��—A—--N------T—_"—R YiIIIIIIII�--——_-------_IIIIIII-----—_IIIIII ---�—�yII IIII IIII�II II•IIIIIII1IIIIIII II—_---+—I O„---7_—61''--�---R110"I —" Approval Bod Direct r/Staff Approva I Dat 12/0 /21 Signature rick Serrano 28'-9" ----- —M1--9 '- 3°BIIIIIIIIIo E D R-0-0-IIIIIIIII-fi- II P----2 -'-s---" 3'-6" IIII IIIIIII�IIIIIIIIIII�IIII o" - - — -- 2 / / o/I ' 4' 0 , �DSO►QW�IZaCZWP—MUU�-II , AC se Manager 15'-3 /2" 13'-5 1/2" 3"-6" 12'-3" A 4'-10" 7'-11 1/2" 2'-6" ADITI MUK H'-0,MNR�ZW►-'—E U R JF hE o E LIC. C31611 CN � REN: NOV. 2021 `Pofca� I 10'11"MEDIA ROOMo 4'-8 1/2" 5-0 1/2 2,6„ 20'-0 U U 2 8' - - - - - 12'-4" DININ U 26 U �48" cooK FAMILY ROOMO0 BEDRO M 1 U LANDING 13'-8 1/ " 2'e 2'10 2'6' 20" N CHEN 26" �-7 4' 2 3/4" NICHE CLO`4T �] LU INK BUTLE Cl) HEATPANTR 3' BOOKS SIN 15—s 1/2" WET 0 ® N HE C]OATS — BbNus ROOM crI I I __00 M S PT RING COY FOUNTAIN ABOVE OP N 0PA Io 0 9 LANDING I M 2's N89°55'54"W 32 . 9 CEILING 20" —7----T TH :�] 35'-61/2" IF " A�,N 13'-0': I\ NICHE HGH 16'-1 sA Cq BEDROOM2LIVING BA.3 FOYER � CAB MID ROOM BEDROOM1 Ln NO" LANDING E 2 � 12' 10 /4> 11'-5" '-6" I - - - - - - —_—_— oc BA1 00 a " wA CLOSET -CD'SEATO OFICE P i r4 24 � -- - 1A ° 30'-1 " 00 3-4 HE 24-1 L ` 3 CAR 28" 3o c SNK REFRON GARAGE PU Dw 2 N sA DINING 0T KITCHEN X 20FTSPACE (1) 10 FI HE o X 2D ET SPACE1 30" s-0 PU °° RANGE — — CID 8'_a" �-U-c� NEW T400 MAM ANCE RICEELEC DRAWN F co CID AM N N CHECKED- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WING WALL DATELIVING 68 21 41 g — 24' c 11 —O" " = 1 '—��0a� .-n III 1 "3/16 25'-8� - JOB NO. SHEET 71'-10" I I M�Mo— / 11" A 3 i FIRST FLOOR PLAN 13'-4" 3'-6" 3'-4" 1'-8" 22'-11" OF SHEETS Cot unity D velopment Pepartment REVISIONS BY anning "v si _ - u, e rho 8.10.21 ',if PIS. AREA CALCULATIONS CUPERTIiNO � Case # R-2Loog 49'-7" 1+7.$3 69.0?0 2817..27 TR-2021= 27 __ A 15'-0" Approva l B dy: Director/SPaff - 23.75 -350.21 12,105/21 C - ' Cu' 13.83 -354.88 A9 - - - - - - - - - - Approva D to q3.33 62.00 1756.46 - - - - � Signature Erick Serrano E I 9.08 5.95 -54.03 Case ManFger 2,00 35.25 -70.50 9'-10" I I I I 5 � A R C 17 71'-10" � /, FIRST FLOORTOIAL 3744.01 ADTI MUKHERJEE0 2 LIC. C316110 a n rr{ }+� �y �-y, REN: NOV. 2021 L,L.•L�' JJ ���1� o � 15'-4" 13'-10 1/2" 20'-8 1/2" 14' 4" 7'_7" ----- - - - - - - - - - - - - 14 14.75 22.0024..50 N I -- -- 4'-9„ N 49.58 57.06 MOM � 7'-3 1/ ' I I N� n 8 cli E' 14..33 2.5G 35.83 - I � 7.29 2.84. 18.52 - - - - - - - OF cm-, I R 9.83 0.83 8.16 `o $ 1$.87 12.91 -217.79 _ - - 0 o TUB a T 15.12 8.83 -133.51 _ IL!' 3.41 24..87 -84.81 - - -- s'-10• I O I U SECOND FLOOR TOTAL2780.92 C 31.00 23.12 716.72 MASTER ❑ I 0 w O 11.00 2.00 -22.00 BATH 0 Ufa � _ TE TOTAL 694.72 M v TOTAL. HOUSE FLOOR AREA 7219.,65 DROOM 2 ~ � MASTER LLO �I_ LE FLOOD E 77.25.'35 N BEDROOM (� 4'- 9'-8" I Uw W W 00 �D I o26219.3718.1i 2.0 a_1 1.50 0.4E O.Ca BA 3 4 K 20.75 13.83 286.97 OPEN I � FOYER J L 3.91 9.41 36.79 TO BELOW � m 1.70 9.41 16.00 511 SF 4-1 _WN 11.20 10.95 18$.34 aOLINEN ALL DS. TO- 74$.15 Oo pr�T= IFzC Ln ix U Q I Ll 49-7 .00 W Q 0 I Q W N BA 3 m in LOFT NCNOPEN A9 - - - - o - - TO BELOW F 4, o, I ►-� Q N LL= . N �_ N89055'54"W 4'-5 1/2 9'-8 1/2" I O _I EDROOM 3 OPEN I I N T ERRACE I COVERED S N BALCONY I-y w 0 I T FLAT ROOF o I O -00 00 + co - - - - I I / � - - - - - - - - - W 0 zo _ I � I / J - - - - - - - - - - - - I I I J I I 0 Q 14'-9" 16'-10 1/2" 15-1 1/2" I 14'-2" 3'-5" I / z U Ir OQ I L - - - - - - - - W 71'-10„ (� Q I / DRAWN AM A DATE A9 / 6.8.21 SCALE 3/16" = 1'-0" JOB NO. SHEET 0 2 4 6 8 12 FT. / � ECOND FLOOR PLAN ' � , 1/411 = 11-011 A401 2 F SHEETS COMMIL nity Development Department REVISIONS BY Plz nning Division — Cupertino I 0 2 4 6 8 12 FT. 8.10.21 CUPERTINO APPROVED Case # R-2021-021, AKIV6 fJW.7m4Jr1*, TR-2021-027 Approva I Body Director/Staff Approva I Date 12/05/21 1 s'-o" Signature rick Serrano A Case Manager — L A9 I 5�o A R cti I ADITI MUKHERJEE -j n UC. C31611 - 71'-10" I W REN: NOV. 2021 W FI n 2 o 15'-4" ----13--10 1/2---- 20'-8 1/2" 14° 4„ — —7-7" 4'-9„ "r) N I I I I I U') I i1 , 7, 8" Mcli — 0 N N 0 TUB I I I o I I I ❑ MASTER o 1 W UQo � M BATH I I BEDROOM 2 I W H Z �o o MASTER a N co N 9'-8" I pp a H N U 20—9" I N — — 20'-9" 5'-3 1/2" 26 II FF BA 3 PEN FOYER —1 1/ " TO BELOW � Ln NE:1 P 11 1 0 511 SF 1 LU LINEN I 40 I — N CION I Q I II I 0 I LO 1 _ o Q 0) _ _ N 00 o I I 0 IC41 W Q N BA 3 LOFT I l� g N (14 2. . OPEN TO BELOW A9 T - - N - - 260 SF 4-0 o I _ I N / N89°551541 W I i I 3 2 .94 4'-5 1/2" 9'-8 1/2"' I w ^ O I I BEDROOM 3 — o w I OPEN � TERRACE COVERED N l BALCONY v o I o FLAT ROOF — — — — — — — — — - I 0 0 I I I O w 1 I II z L - - - - - - I� I Z I " _� - - - - - - - - I Q J O O 16'-10 1/2" 15'-1 1/2° I 14'-2" 3'-5" U O w J ILL 71'-10" DRAWN \ Ir — AM DATE 1 A 6.8.21 SCALE 3/16" = 1'-0" i SECCOO fl--,O-,-O-R PLAN A4 i We o 11 11 , OF SHEETS Comm pity Development Department REVISIONS BY PI nning Division — Cupertino CUPERTINO APPROVED Case # R-2021-021, A r , TR-2021-027 Approva I Bod Director/Staff i "/FT SLOPE Approva I Date 12/05/21 Signature ri k Serrano Case Manager SULATED GLAZING, TYP A Rcti,� WINDOW PERFORATED CORNER ADiTi MUKHERJEE 0 BEAD UC. C31611 WOOD MOULDING, SEE SPEC REN: Nov. 2021 %2" GYP BOARD SHAPED WOOD CAP -19 INSULATION qTF °F ACRYLIC STUCCO O/ 2 LAYERS IB SYSTEM, SEE DETAIL ON A7.2 O/ 12" CDX PLYWOOD VV O/ 2 x 8 STUDS � AT 16" OC. p BLOCKING AS �\A REQUIRED Z a, B ARAPET WALL DETAIL 11 /2 1 -0 v w o w � ¢ o U 0C STUCCO 0' 2 LAYERS Q U U 2 x FILLER GRADE "D" 15# FELT I x 4 STAINED IPE Q' 2x4 FLAT @ 48" O.C. SIDING 3) 1%2"O VENT AT EA. BAY. 2x4 LEDGER 2x4 NAILER 5" BEVELED EDGE GUTTER 0 INSULATION BAFFLE _ 2 x 6 PAINTED TRIM WHERE OCCURS Q SMOOTH ACRYLIC X/ ° ° STUCCO OR IPE SIDIND Fr - WALL FINISH O/ BLDG PAPER %2" CDX PLYWOOD SEALANT SHAPED 2 x 8 Q O/ 2X STUD WALL FLASHING 2" CONT. SOFFIT VENT w � Q PAINTED STUCCO Q w FLAT TRIM WHERE FOR ALL OTHER OCCURS FOR ENCLOSED SOFFITS ~ SEALANT %2" GYP BOARD 24" OVERHANG SEE FLASHING INFO. ~ Q � STUCCO 0 2 LAYERS IN WINDOW INSTALLATION DETAIL FADE "D" 15# FELT w w ^ 0 - HEADER DRAKE DETAIL "_ ' 19 EAVE DETAIL if '_ 91 Z '� O 11 /2 1 A 11 /2 1 0 w U Q CHI B WOOD MOULDING, 14'I - Single 1iFFutcr UnitW a (SEE SPECS) I I Y-MAP060 f H i-UL—Heat Pumps Cam*er 2 x FILLER N Submittal Data o SEALANT Jodi Data Location Buyer Buyer PO ## OarTier## QQ Unit Number P-Jodel Nurinl er 0 Performance Datalertifed By Date SMMS-e VRF Heat Pump Features Operating temperature range • 3, 4, and 5-ton single-phase Cooling (db)= 23 to 122 F (-5 to 50 zz=z modules available Hating {wb . -13 to 60 F (-25 to 9 9 — = Modules have inverter-driven twin 2 - rotary compressor 15.6 C) w =� 51 ft (180 m} actual total system . Protection: high pressure sensor _ piping (liquid linnet and switch, low pressure sensor, ,: 320 ft 1:100 m} actual pipil7g length process controller board fuse, _= from outdoor unit to furth&st fan coil inverter overload protection { Up to 330 ft (100 m) control ,siring 7-year compressor limited warranty, hei'.rreen outdoor units 5-year parts limited warranty Up to 6560 ft i2000 m)control -miring berweerl the outdoor units ind indoor units SEALANT � - PAPER FLASHING �~ y O Header Unit Model MCY-MAPD607HS-UL COMPRESSORS 0. J SH. MET. PAN FLASHING PERFORMANCE Type(Number) Hem,etc Thin W Q Nominal Coaling Capacwy S Rotary 60,000 y(1). SHIM AS REQ'D Nominal Healing Capacity eturh 66,000 hllatar output k'�s 3.7c• x W "'/FT Maxin)um Total Connected FAN MOTOR W 0 4 Indoor Unit Capacity Up to Motor Type(Steps) Pro _:?ler Fan COC�_IhJ:� EFFICIENCYt Motor Output kw 0-1CI +c-10 ,I^-- FCUs BtjAVh I17.60 PHYSIC L DATA SEER. =-.1_:tle� FCUs Btl1F4`Vh 20.5C1 Pipe Certnectian Sim-Liquid in. 18(Flare) DRAWN HEATr.t =FFICIENCYt (High Pre.,.,ure} HSPF, Ducted FCUs 11-00 Pipe Connectirr = in. 14(Flare) A.M. TRIM, (SEE SPECS) (LowPressur�I HSPF, Ductless FCUs 11.50 � Refrigerant R111D,4 Fan...Type(C +) Propeller(�) Factory ChargerIb 14.8 Combined System Sound oAj flaw CFM External Finish Munsell 1Y6.5f10.5 SMOOTH ACRYLIC Pre�ure,CoolingrHeating Unit Width in. 39.6 6.8.21 STUCCO OR IPE SIDIND ELECTRICAL Unit Height in. 61.0 SCALE WALL FINISH O/ BLDG PAP Power Supply WPh1Hz 208-23&1160 unit Depth in. 14.6 hrlinirnu:m Circuit Amps(MCA) A 36.3 Unit Net Weight lb 311 U. Recommended Fuse Size A 40 LEGEND tRatea perAHRI [Alr-CDndW1ng,Heatag and Ren-1geraMn InWbAe)12M dtF — Dry laud Siarldaftl. a a a e -0 e S EE R — Seasonal Energy ETo ency?ata axing:Indoor&0 F[27 C}dG16T F{2[} Ci wG;c7uU]odr55 F$35 C)rib FiCU — Fan Coil Unit Heaung:IndoarTa'F(21'C)db;Outdoa47'F(e'C,dtMt43'F[5'C)WI) HS'PF — Heatng seasona zlerrorrnan^e Factor — WEll E�l1G -ttfad3lttonal Cloargle negr4nad. FA501 3„= 1 r_Orr E)_ WINDOW DETAIL HEAT PUMP OF SHEETS US Tilew by BOral iIL Coi; tpllapm _,t�. Pepartment 0 2 4 6 8 12 FT. REVISIONS BY Planning Division — Cupertino 8.10.21 CUPERTiNO APPROVED C �j Case # PR AU J, I1rr''d CHI TI N TR-2021-027 Approva I ody: Director/Staff Approva I Signature (Profile. layllte:: Color Name- Java BIleind �5�� A Rcy/ P.H. 11'-0" � � ADITI MUKHERJEE SKU Nurnber: 2UN'DL.13250 to v ,; DC. C311 6161 � o N l REN: NOV. 2021 Product Type. Lightweight 7 la z a Iar� Brown Mulllcolor a- I N� LY l" 'T color. y. 9TF o�� P.H. 11'-0" P.H. 11'-0" OF CA%-\� A,railaUe Regions. N atilonwide I P.H.9'-0' P.H.9'-0" i fle S c� �l�n;� P.H.9'0" I I U Cool Fated Product. Stye: 18" x IT' Reflectivity. 0.20 Coverage: $ I I a W U Aged Ref. qr : 0.13 Approx- Instated Weight- ��� I to� Er'nmisiv : 0.86 Pieces per Pallet: 336 Aged Elm- (3 yr) 0.86 I I � U W O Q � Squares per Pallet: 3.8 �Rl: 172300 I - I H Z °° Appnox_Weight per Pallet: The Z H H H W Aged I ' RIDGE RIDGE x �-I U oo a CRRC ID#: 0184 Sell-er I D#: 8 2 w 1.-800. 9.TILE (8453_1, 'Calculated Aged Value F�UT SKYL'T � 4 IN 12 The printed color h nere rna.y vary from actual a,rarfable tie cokir end should not be VMW a'.E DralRo f. m �\Q l I W used to color rrlateh. Please contact your iiowl Sales Rewesentotive for actual the sarnpleo. I ��T FLAT ROOF I I I Q Inifini Wey>)kherc*) I SKYL'T SKYL'T I � I �I W 04S "461ar Rdlec Fttv 0,20 l.t9 Q:� Thermal Einittance 8.86 8.86 - — — - - - RRaid P#A ID Number m194 w0 c;bc 1 IN 12 W Lx" _t cy � mb <9 Q o I � 0 RATING 1OLr 1 OL classifilc ,lion p'rcxlm iron Larry - - - - - - - - - - I ►--1 � CM FOM RbI M*iCowitil i57ido aft doktviMiA4td ror m roo m 4rtaiwwi- ii..lKd dmw m w ippropinit (tar di-irmla ft ---I aneW perkwnruiwr.The amLW tfffea of#xAm refUtianct m d ehefmrrl irfiin;u,. .a building Ferfomonm my reed. lupinu�:i�e•r of pm Klii�'+IiI�+�I.:uq�.1U611 litiyr rilir�••.i�rr,•dCPfirlll�l�m s'..•"�;`1�"'��dIU 5�41,11pnIi4°: •. I I I � � FF---��Il Cfwli Kk-FA NUflrfr i-IH111cd Ii medur-s. 4 IN 12 I O i RIDGE =1 �_ N89055'54"W 32 . 94' W W a l Z W O 9 I II lI 1IN - - - - I wT----- _4IN _ 0 iIIIiI a:= I _N � 41N12 12FLAT ROOF 5'-0 1/2" PH.90BALCONY 0 P.H. 12'-0" 0" lL 1 o w W (n 0-1w FLAT ROOF � p �f VO/ z o 4 IN 12 9 0 4 IN 12 �- _ a Q 1 IN 12 [` O d aCO o ��Q 'Sip RIDGE ti/A o z _�® o w P.H. 12'-0" o � Z P.H. 12'-0" ` J LL O O ' o Of 4IN 12 ` P.H. 10'-0" A.M. K \ — , 6.8.21 ` `II 3/16" = 1 r_011 ,� A5 ROOF PLAN 3/16"= 1 '-0" %❑F SHEETS Comm ity Development Department REVISIONS BY Pla ning Division — Cupertino CUPERTINO APPROVED 8.10.21 Case # R-2021-021, A r , TR-2021-027 Approva I Body Director/Staff Approva I Date 12/05/21 Signature ick Serrano Case Manager ��D A R cA/ G ADITI MUKHERJEE F LIC. C31611 REN: NOV. 2021 9TF of CA0F��� 0 I 0 00 oro - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m E-1 wFW- Z � 00 U U U �T_ —M xoc vi � w 0 0 P. EXTERIOR MATERIAL SCHEDULE LU WALLS: PAINTED SMOOTH STUCCO WITH COLUMN STONE SILL ACCENT PER ELEVATION O MOULDING UNDER SOFFITED EAVE LL WROUGHT IRON BALCONY RAILING FF 402.0 ROOF: LIGHT WT. S TILE 8 -0=L ^�^ WINDOW: DEEP RECESSED,DARK COLOR DOUBLE PANE WITH CLEAR INSULATING GLASS WITH APPLIED MUNTIN BARS F—I GARAGE DOOR: PLANK STYLE DARK PAINTED DOOR GATES TO MATCH I--I TRIM,FACSIA: PAINTED AZEK GUTTER: 5"ROUND GUTTER DOWNSPOUT: PAINTED SHEET METAL O DRIVEWAY: PAVERS,FLAG STONE, LEFT SIDE E L E VAT I O N (WEST) WALKWAY. �J EXTERIOR STEPS, STONEoil O 2 4 6 8 12 F Z PORCH SLAB: EXTERIOR LIGHTS: SPANISH STYLE SHEILDED FIXTURES1w W W w � U Q Wl� °OPW--, — MAX. BUILDING HT. 28 FT. O 011 n�n Ir O n n�nYnY�1 n�n1��1 �Yn��nYnYn� n�nYnl�nYnYn1 n�YnY�� n n n �n��n� �1�n� �n1 n� n n n�Yn��1 �n1�n1n e Wr-- l�Yn�(r- n n� n� r,�e Yr r-) m n�r,r,) n�nYn1�Yn���1��1 �Yn1�nYn1�n n�nYnln n�nY��n DAYLIGHT PLANE W7 o O I I o� o� DAYLIGHT PLANE n1�nYn��1�n n�w(_M( �nnnnnn n n n n �nYnYnl�nYnl�nYnlnnnnn��n n�n��n nn�YnY�V1�nYn1�Yn�n O O Q n�nYnln�YnYnY1�Yn��nYnl�nYnln (nYnlnnnnnnnn o �nYnlnnn�nYn1 ,�/ NYrrr U U U i j Li U U U j U 0? v nn� W W nn�nYnlnn�WnYnY1 �n1�n1 0 — — — — — — — — — — — — — — 0 N I D A N O 00 AM 0 I 0 0 I CI I�� o 6.8.21 C° FF 402.0 f f SCALE' -- 1/4 - 1 -011 400.75 — — — — — — — — — — — 399..5u NU 8'-1" A6 FRONT ELEVATION (SOUTH) VA OF SHEETS Comm n ity Development Department EXTERIOR MATERIAL SCHEDULE REVISIONS BY Pla nin Division — Cupertino WALLS: PAINTED SMOOTH STUCCO WITH COLUMN STONE SILL ACCENT PER ELEVATION 8.10.21 C u P e RT I N o APPROVED MOULDING UNDER SOFFITED EAVE Case # R 2021-021, WROUGHT IRON BALCONY RAILING A r , ROOF: LIGHT WT.S TILE T -2021-027 WINDOW: DEEP RECESSED,DARK COLOR Approva I Body Director/Staff DOUBLE PANE WITH CLEAR INSULATING Approva I Date 12 05/21 GLASS WITH APPLIED MUNTIN BARS Signature ickSerrano GARAGE DOOR: PLANK STYLE DARK PAINTED DOOR Case Manager GATES TO MATCH ��S,D A R cy�� TRIM,FACSIA: PAINTED AZEK U ADITI MUKHERJEE GUTTER: 5"ROUND GUTTER LIC. C3161 1 -A DOWNSPOUT: PAINTED SHEET METAL i� REN:: NOV. 2021 DRIVEWAY: PAVERS,FLAG STONE, WALKWAY: l� l EXTERIOR STEPS, STONE of CA���O� PORCH SLAB: EXTERIOR LIGHTS:SPANISH STYLE SHEILDED FIXTURES Q0 E: F ALLA o o Q 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - wHZ � o oc El]LL1 0 I 0 FF 402.0 O — — — — — — — — — — — — — I � Q Q Q w � Q RIGHT SIDE ELEVATION ( EAST) EZ Q w 0 � Zz � wow Uz ►� o 0 2 4 61 8 12 FT. Q !� � N , D o0 INV m (0 0 000 0 0 z I DAYLIGHT PLANE j o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ — — z 0 I i u—iL—li W W 0 I ffi L T AM DRAWN FF 402.0 IF 6.8.21 — — — — — — — — — — — — — — — — SCALE 7�7 9.30 1VG 1/411 — 1 1-011 SHEEI A7 REAR ELEVATION ( NORTH) OF SHEETS COMML nity Development Department REVISIONS BY Plz nning Division — Cupertino EXTERIOR MATERIAL SCHEDULE WALLS: PAINTED SMOOTH STUCCO WITH CUPeRTIno APPROVED COLUMN STONE SILL ACCENT PER ELEVATION Case # R-2021-021, MOULDING UNDER SOFFITED EAVE WROUGHT IRON BALCONY RAILING 0 2 4 6 8 12 FT. A r , TR-2021-027 ROOF: LIGHT WT.S TILE Approval Body Director/Staff WINDOW: DEEP RECESSED,DARK COLOR Approva I Date 12/05/21 DOUBLE PANE WITH CLEAR INSULATING Signature rick Serrano GLASS WITH APPLIED MUNTIN BARS Case Manager GARAGE DOOR: PLANK STYLE DARK PAINTED DOOR GATES TO MATCH �D A R C/y TRIM,FACSIA: PAINTED AZEK G ADITI MUKHERJEE 0 LIC. C31611 -A GUTTER: 5"ROUND GUTTER REN: NOV. 2021 DOWNSPOUT: PAINTED SHEET METAL DRIVEWAY: PAVERS,FLAG STONE, WALKWAY: T� OQ- EXTERIOR STEPS, STONE I OF CAk- PORCH SLAB: EXTERIOR LIGHTS:SPANISH STYLE SHEILDED FIXTURES 0 w w U O (-p M Q � U LL LU I Ix O w Q Q REAR ELEVATION (NORTH) RIGHT SIDE ELEVATION (EAST) Q H � CA Q � OZ wow w � U Q 00 w � O � H w w0 m 1 O I� 00 _ W W DRAWN AM FRONT ELEVATION (SOUTH) LEFT SIDE ELEVATION (WEST) 6.8.21 SCALE 1/411 = 1'-011 A8 OF SHEETS Community Development Department REVISIONS BY Planning Division — Cupertino 8.10.21 -CUPERTINO APPROVED Case# -2021-021, 10.3.21 A r , R-2021-027 Approva I Body Di ector/Staff Approval Date 2/05/21 MAX. BUILDING HT. 28 FT. Signature rick Serrano — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - Case Manager �,D AR cy�� V ADITI VUKHFRJFF N UC. C31611 -A RFN: NOV. 2021 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N 0 F OF CA��FO r D LOFT BEYOND a w 00 0 I �I CD , Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - -- - - - - - - - - — - - - - - - — — — — — — — — — — — — — — — — — — — — — — — - Z J BAL NY o W o — — — — — — — — — — — - - - - - - - - - - - M I N D\ N N M N Ld O 00 N d W Q D `5 W � Z � o °' OPEN WALLro w v O N O n TO D U a NICHE DINING ZQ FAMILY ROOM REAR PORCH Q v FRONT PORCH OPEN TO ROOM a LIVING ROOM FF 402.0 - - - - - - - - - - - - - - - - - - - - - - - - - O I--I Q Q SECTION AACZ Q w 0 2 4 6 8 12 FT. wow MAX. BUILDING HT. 28 FT. F! W � oMo - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 � W O - — — — — — — — — — — — — — — — — — — — - -- — — — — — - - — - - — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - -9EDRODM- J7 - - - - - - - - - - - - - - - - - — — — — — — — — — — — - �-' LOFT W z N 0 N �/ U; _z0 OPEN TO Q FAMILY o 0 0 ~ DINING ROOM ROOM BA.2 I BONUS ROOM I � U A� W FF 402.0 DRAWN 3Z AM DATE 6.8.21 r I Ll tMUAL.E 1/41' = 1'-01 1 JUB Nu. SHEET SECTION BB A9 OF SHEETS Co munity Development Department REVISIONS BY Planning Division — Cupertino CUPERTINO APPROVED Case # R-2021-021, A r , TR-2021-027 Ap pro va I dy: Director/Staff Approva I to 12/05/21 Signature Erick Serrano Case Manager (GD ARC/ V ADITI MUKHERJEE LIC. C31611 REN: NOV. 2019 CALGREEN RESIDENTIAL CHECKLIST—MANDATORY A4.3 WATER EFFICIENCY AND CONSERVATION4.305.1 Water Reuse Systems.Newly constructed residential 4.504.3 Carpet Systems.All carpet installed in the building interior shall ❑ ❑ ITEMS developments,where disinfected tertiary recycled water is available from a meet the testing and product requirements of one of the four standards listed. U, municipal source to a construction site,may be required to have recycled C, 'T COMMUNITY DEVELOPMENT DEPARTMENT-BUILDING DIVISION Indoor Water Use water supply systems installed,allowing the use of recycled water for o 9T �� 4.504.4 Resilient flooring systems. Eighty(80)percent of floor area C U P E RT I O 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures ALBERT SALVADOR,P.E.,C.B.O.,BUILDING OFFICIAL residential landscape irrigation systems. See Ch. 15 of the CPC. receiving resilient flooring shall comply with the VOC-emission limits defined in F OF CAL CFO N ❑ 10300 TORRE AVENUE•CUPERTINO,CA 95014-3255 (water closets and urinals)and fittings(faucets and showerheads)shall comply • • • the Collaborative for High Performance Schools(CHPS)Low-emitting (408)777-3228•FAX(408)777-3333•buildina@.cupertino.org with the following: Materials List or be certified under the Resilient Floor Covering Institute(RCFI) Enhanced Durability and Reduced Maintenance FloorScore program and UL GREENGUARD Gold. PURPOSE: ❑ 4.303.1.1 Water Closets.The effective flush volume of all water closets shall not exceed 1.28 gallons per flush.Tank-type water closets shall be certified 4.504.5 Composite wood products.Particleboard,medium density R000, / ❑ 4.406.1 Rodent proofing.Annular spaces around pipes,electric cables, g fied to the performance criteria of the U.S.EPA WaterSense fiberboard(MDF),and hardwood plywood used in interior finish systems shall The 2019 CalGreen Code applies to additions or alterations of existing residential buildings where the addition or conduits,or other openings in plates at exterior walls shall be protected ❑ alteration increases the building's conditioned area,volume,or size and also applies to all new low-rise residential Specifications for Tank-type Toilets. against the passage of rodents by closing such openings with cement mortar, comply with low formaldehyde emission standards. buildings,high-rise residential buildings,or both.Existing site and landscaping improvements that are not otherwise concrete masonry or similar method acceptable to the enforcing agency. 9 9 9 9 P 9 P ❑ 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed Interior Moisture Control disturbed are not subject to the requirements of CALGreen. 0.125 gallons per flush. rTl Construction Waste Reduction, Disposal and Recycling I-�-I 4.505.2 Concrete slab foundation.Required vapor retarders and capillary Project Name: NEW TWO STORY RESIDENCE WITH A DETACHED ADU FOR ❑ 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum M000, ❑ - ALOK KIRPAL&NANDINI SESHADRI flow rate of not more than 1.8 gallons per minute at 80 psi.Showerheads 4.408.1 Construction waste management.Recycle and/or salvage for breaks are also required to comply with CalGreen Section 4.505.2.1. Q Z Project Address: shall be certified to the performance criteria of the U.S. EPA WaterSense reuse it minimum of 65 percent of the nonhazardous construction and ❑ 4.505.3 Moisture content of building materials.Moisture content of building O 04 Specification for showerheads. demolition waste in accordance with either Sections 4.408.2,4.408.3 or 9 9 Project Description: 22381 McCLELLAN ROAD p 4.408.4,or meet a more stringent local construction and demolition waste materials used in wall and floor framing is checked before enclosure(<19%). ❑ ® M (_-) Ur M CUPERTINO CALIFORNIA mana ement ordinance. U �l ❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a g Instructions: shower is served by more than one showerhead,the combined flow rate of Indoor Air Quality and Exhaust U W l� all showerheads and/or other shower outlets controlled by a single valve Building Maintenance and Operation ,-, Q c� 1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2019 California Green shall not exceed 1.8 gallons per minute at 80 psi,or the shower shall be ❑ 4.506.1 Bathroom exhaust fans.Each bathroom shall be mechanically W U Building Standards Codes to verify and assure that all required work described herein is properly planned and designed to allow only one shower outlet to be in operation at a time. 4.410.1 Operation and maintenance manual.At the time of final inspection, ventilated with an energy star exhaust fan with humidity control. ❑ implemented in the project. an operation and maintenance manual shall be provided to the building ❑ U W z Q 2. The licensed professional,in collaboration with the owner and the design professional shall initial Column 2 of this ❑ 4.303.1.4.1 Residential lavatory faucets.The maximum flow rate of occupant or owner. Environmental Comfort (-- checklist,sign and date Section 1 -Design Verification at the end of this checklist and have the checklist. residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 3. Prior to final inspection b the Building Department,the licensed professional shall complete Column 3 and sign and 4.410.2 Recycling by occupants.Where 5 or more multifamily dwelling units U p y g p p p g psi.The minimum flow rate of residential lavatory faucets shall not be less 4.507.2.Heating and air-conditioning system design.Duct systems are are constructed on a building site,provide readily accessible area(s)that W W date Section 2-Implementation Verification at the end of this checklist and submit the completed form to the than 0.8 gallons per minute at 20 psi. sized,designed and equipment is selected using the following methods: U � Building Inspector. serves all buildings on the site and is identified for the depositing,storage and ❑ ❑ gg g � ❑ 4.303.1.3.2 Lavatory faucets in common and public use areas.The collection of non-hazardous material for recycling,including(at a minimum) 1. Establish heat loss and heat gain values according to ACCA Manual J or x Column 2 Column 3 maximum flow rate of lavatory faucets installed in common and public use paper,corrugated cardboard,glass,plastics,organic waste,and metals,or equivalent. � ❑ M�-I U U areas(outside of dwellings or sleeping units)in residential buildings shall meet a Lawfully enacted local recycling ordinance, if more restrictive. MANDATORY FEATURE OR MEASURE Project Verification not exceed 0.5 gallons per minute at 60 psi. 2. Size duct systems according to ACCA 29-D(Manual D)or equivalent. Re uirements A4.5 ENVIRONMENTALQUALITY 3. Select heating and cooling equipment according to ACCA 36-S(Manual S) A4.1 PLANNING AND DESIGN ❑ 4.303.1.4.3 Metering faucets.Metering faucets when installed in or equivalent. residential buildings shall not deliver more than 0.2 gallons per cycle. Fireplaces Plannin and Design-Site Development - • - • • NS g g P ❑ 4.303.1.4.4 Kitchen Faucets.The maximum flow rate of kitchen faucets 4.503.1 General.Install only adirect-vent sealed-combustion gas or sealed shall not exceed 1.8 gallons per minute at 60 psi.Kitchen faucets may wood-burningfireplace,or a sealed woodstove. ❑ ❑ 4.106.2 Storm water drainage and retention during construction.Projects temporarily increase the flow above the maximum rate,but not to exceed P Qualifications which disturb less than one acre of soil and are not part of a larger common ❑ 2.2 gallons per minute at 60 psi and must default to a maximum flow rate a/ g•HVAC system installers are trained and certified in /rol 9000, ❑ plan of development shall manage storm water drainage during construction. of 1.8 gallons per minute at 60 psi. Pollutant Cont 702.1 Installer training. LLYY O the proper installation of HVAC systems. 4.106.3 Grading and paving.The site shall be planned and developed to 4.303.2 Standards for plumbing fixtures and fittings.Plumbing fixtures and 4.504.1 Covering of duct openings and protection of mechanical ng equipment durin construction.Duct openings and other related air keep surface water away from buildings.Construction plans shall indicate how � ❑ fittings shall be installed in accordance with the California Plumbing Code and g ❑ 702.2 Special inspection.The Licensed Professional responsible to verify r� site grading or a drainage system will manage all surface water flows. shall meet the applicable standards referenced in Table 1701.1 of the � ❑ distribution component openings shall be covered during construction. CALGreen compliance is qualified and able to demonstrate competence in the N ❑ California Plumbing Code. 4.504.2.1 Adhesives,sealants and caulks.Adhesives,sealants and caulks ❑ discipline they inspect and verify. 4.106.4 Electric vehicle(EV)charging for new construction.New �--I construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate � ❑ shall be compliant with VOC and other toxic compound limits. Verifications h—I future installation and use of EV chargers. Outdoor Water Use 4.504.2.2 Paints and coatings.Paints,stains and other coatings shall be A4.2 ENERGY EFFICIENCY 4.304.1 Outdoor potable water use in landscape areas.Residential compliant with VOC limits. ❑ 703.1 Documentation. Verification of compliance with CALGreen may development shall comply with a local water efficient landscape ordinance or include construction documents, plans,specifications,builder or installer the current California Department of Water Resources'Model Water Efficient 4.504.2.3 Aerosol paints and coatings.Aerosol paints and other coatings certification,inspection reports,or other methods acceptable to the enforcing W I� 00, General � ❑ shall be compliant with product weighted MIR Limits for ROC and other toxic ❑ agency which show substantial conformance.Implementation verification shall ❑ Landscape Ordinance(MWELO),whichever is more stringent. compounds. be submitted to the Building Department after implementation of all required 4.201.1 Low-rise residential buildings shall meet or exceed the minimum measures and prior to final inspection approval. standard design required by the California Energy Standards. ❑ 4.504.2.4 Verification.Documentation shall be provided to verify that Eye ❑ compliant VOC limit finish materials have been used. Page 1 of 5 CalGreen-2019.doc revised 11112020 Page 2 of 5 CalGreen-2019.doc revised 11112020 Page 3 of 5 CalGreen-2019.doc revised 11112020 Page 4 of 5 CalGreen_2019.doc revised 11112020 Q V1 O CALGREEN SIGNATURE DECLARATIONS Project Name: NEW TWO STORY RESIDENCE WITH A DETACHED ADU FOR ~ ~ll ALOK KIRPAL&NANDINI SESHADRI Project Address: y� 22381 McCLELLAN ROAD Project Description: `J V SECTION 1 — DESIGN VERIFICATION �� U Complete all lines of Section 1-"Design Verification"and submit the completed checklist(Columns 1 and 2)with the W plans and building permit application to the Building Department. The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and � � certify that the items checked above are hereby incorporated into the project plans and will be implemented into the project in accordance with the requirements set forth in the 2019 California Green Building Standards Code as adopted by the City of Cupertino. (� A � 6.18.21 N U Owner's Signature Date ALOK KIRPAL&NANDINI SESHADRI Owner's Name (Please Print) O 6.8.21 Design Professional's Signa re Date ADITI MUKHERJEE O Design Professional's Name (Please Print) Signature of License Professional responsible for CalGreen compliance Date L� r Name of License Professional responsible for CalGreen compliance(Please Print) Phone rTl Email Address for License Professional responsible for CalGreen compliance I�-1 SECTION 2— IMPLEMENTATION VERIFICATION Complete,sign and submit the competed checklist,including column 3,together with all original signatures on Section 2 to the Building Department prior to Building Department final inspection. I have inspected the work and have received sufficient documentation to verify and certify that the project identified N above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of the 2019 California Green Building Standards Code as adopted by the City of Cupertino. W h--1 Signature of License Professional responsible for CalGreen compliance Date I� Name of License Professional responsible for CalGreen compliance(Please Print) Phone Email Address for License Professional responsible for CalGreen compliance DRAWN Page 5 of 5 CalGreen_2019.doc revised 11112020 CHECKED 6.8.21 SCALE JOB NO. HEET GB1 OF SHEETS Community Development Department ning Division - Cupertino N �'JeFTi APPROVED Case R-2021-021, O o A00 TR-2021-0 r / O � App va I Body: Director/Sta PLANTING SCHEDULE REPLACEMENT App val Date 2/05/21 I TREE 0 PROJECT DATA Q Q SYMBOL QTY SIZE BOTANICAL NAME COMMON NAME NOTES APN : Sign tore 'F-r'leAerrano � � I � c1 1 1 14" dia GUPRE55U5 SEMPERVIRENS GYPRE55 EXISTING STREET/ REMOVE PROJEGTADDRE55: 22381 McGLELLAN RD �, Case a I I ® OWNER: ALOK&NANDINI kIRPAL SCOPE OF WORK p OI ® I 10 2 1 14" dia GUPRE55U5 5EMPERVIREN5 CYPRESS EXISTING STREET/ REMOVE 1. INSTALL NEW LAN05CAPE FRONT AND BACK q I O Q 5 1 15" dia CEDRU5 DEODARA DEODAR CEDAR EXISTING TO BE REMOVED ZONING: 2. INSTALL NEW DRIP IRRIGATION SYSTEM V) E Q OCCUPANCY GROUP: 3. COMPLY WITH CITY WATER ORDINANCE \ E 4 1 18" dia QUERGUS AGRIFOLIA LIVE OAK EXISTING TO BE REMOVED TOTAL LANDSCAPE SF.: 0 0 5 1 5" dia CITRUS X 5INEN515 ORANGE TREE EXISTING TO BE REMOVED PROJECT TYPE: 6 1 5" dia LAGER5TROEMIA INDICA GRAPE MYRTLE TO REMAIN WATER SUPPLY:POTABLE WATER U / 1 1 50" die SEQUOIA 5EMPERVIRE5 REDWOOD TO REMAIN L-- ———— ---- ® 8 1 44" die QUERGUS DOUGLA511 BLUE OAK TO REMAIN STATEMENT: I AGREE TO COMPLY WITH THE ADITI MUKHERJEE � ® dia ACACIA AGAGIA TO REMAIN REQUIREMENT5 OF THE WATER EFFICIENT LANDSCAPE ARCHITECTS z o O 4 ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE 406-455-31g3 II ® 1 1 1 24" bo DI05PYRU5 KAKI REPLAGEMENT TREE DOCUMENTATION PAGKAGE x min. 6' tall 1 11 1 24" boxCHITALPA TASHKENTENSIS FRONT YARD TREE TREE O O 12 at the time of 1 1 1 36" box ARBUTUS MARINA 56" OAK REPLACEMENT TREE G 1 installation 13 1 24" boxCITY TREE INSTALLED BY THE CITY STREET TREE TO BE DETERMINED N OTE J CD N 1Q 1 1 24" box P15TACIA GHINEN515 REPLACEMENT TREE 5TANDARD5 FOR TREE PROTEGTION OF TREES DURING GRADING AND 10 02 z GON5TRUGTION OPERATION5 u 13 THE PURPOSE OF THIS APPENDIX 15 TO OUTLINE STANDARDS PERTAINING TO THE PROTECTION OF ALL PLANTING AND IRRIGATION MATERIAL TO COMPLY WITH CITY ORDINANCES TREES DE5CRIBED IN SECTION 5 14.1 b.200 OF CHAPTER 14.15.THE 5TANDARD5 ARE BRAD.A LICENSED LAN05CAPE ARCHITECT OR STREET TREE TO BE INSTALLED BY THE CITY INTERNATIONAL SOCIETY OF ARBORICULTURE CERTIFIED ARBOR15T SHALL BE RETAINED TO CERTIFY 0 6 ° STEP THE APPLICABILITY OF THE STANDARDS AND DEVELOP ADDITIONAL STANDARDS AS NECESSARY TO a O ENSURE THE PROPERTY CARE, MAINTENANCE,AND SURVIVAL OF TREES DESIGNATED FOR 11 0 THERE ARE 5 TREES TOTAL THAT WILL BE REMOVED FROM THOSE 5 TREES, 2 TREES ARE OUTSIDE THE PROPERTY PROTECTION. LINE AND THE CITY WILL BE INSTALLING 1 TREE NEARING COMPLETION OF THE PROJECT 5TANDARD5 6 = TOTAL NUMBER OF TREES REPLACED INCLUDING 1 CITY TREE ARE 5 1.A PLOT PLAN SHALL BE PREPARED DE50RIBING THE RELATIONSHIP OF PROP05ED GRADING AND W 0 UTILITY TRENCHING TO THE TREES DESIGNATED FOR PRESERVATION. CONSTRUCTION AND GRADING U SHOULD NOT SIGNIFICANTLY RAISE OR LOWER THE GROUND LEVEL BENEATH TREE DRIP LINES, IF THE GROUND LEVEL 15 PROP05ED FOR MODIFICATION BENEATH THE DRIP LINE,THE 1 ARCH I TECT/ARBO RI 5T SHALL ADDRE55 AND MITIGATE THE IMPACT TO THE TREE(5) W 0 Q 2.ALL TREES TO BE PRESERVED ON THE PROPERTY AND ALL TREES ADJACENT TO THE PROPERTY I J SHALL BE PROTECTED AGAINST DAMAGE DURING CONSTRUCTION OPERATIONS BY CONSTRUCTION ( � A FOUR FEET HIGH FENCE AROUND THE DRIP LINE,AND ARMOR A5 NEEDED.THE EXTENT OF 0 W ci I FENCING AND ARMORING SHALL BE DETERMINED BY THE LAN05GAPE ARCHITECT.THE TREE 2 MEDIA ROOM PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR GRADING 15 BEGUN AND SHALL BE U 1 q MAINTAINED IN REPAIR FOR THE DURATION OF THE CONSTRUCTION WORK. '^ (D d 3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE SAVED EXCEPT A5 15 AUTHORIZED BY THE DIRECTOR OF COMMUNITY J Q = O DEVELOPMENT. / , 0 3 4. IF TRENCHING 15 REQUIRED TO PENETRATE THE PROTECTION BARRIER OF THE TREE,THE v SECTION OF TRENCH IN THE DRIP LINE SHALL BE HAND DUG 50 A5 TO PRECLUDE THE GUTTING OF \ n/ 0 3 4 ROOTS. PRIOR TO INITIATING ANY TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITHLO J LLLL BEDRO M 1 CONSULTATION OF AN ARBOR15T SHALL BE COMPLETED. J Q O 5.TREES WHIGH REQUIRE ANY DEGREE OF FILL AROUND THE NATURAL GRADE SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND DESIGN OF TREE WELLS. 6.THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT GLEAN. NO CONSTRUCTION MATERIALS NOR CHEMICALS SOLVENTS SHALL BE STORED OR DUMPED UNDER THE TREE. 1. FIRES FOR ANY REA50N SHALL NOT BE MADE WITHIN FIFTY FEET OF ANY TREE SELECTED TO 5TE KITCHEN REMAIN AND SHALL BE LIMITED IN SEE AND KEPT UNDER CONSTANT SURVEILLANCE. 8.THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE LICENSEE,A5 DEFINED BY THE P H CALIFORNIA BU51NE55 AND PROFE55IONAL CODE, TO PRUNE AND GUT OF THE BRANCHES THAT P MUST BE REMOVED DURING THE GRADING OR CONSTRUCTION. NO BRANCHES OR ROOTS SHALL \ BE OUT UNLESS AT FIRST REVIEWED BY THE LANDSCAPE ARCHITECT/ARBORIST WITH APPROVAL OF T STAFF. n/ III q.ANY DAMAGE TO EXI5TING W Uj TREE CRO N5 OR ROOT SYSTEMS SHALL BE REPAIRED IMMEDIATELY I� BY AN APPROVED TREE SURGEON. BONUS ROOM 10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING SHALL BE PERMITTED WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE SAVED. z ® 11.TREE PROTECTION REGULATIONS SHALL BE P05TED ON PROTECTIVE FENCING AROUND TREES r 1 ® TO BE PROTECTED. STEPWALL V 6 (n DINING 15 v FOUNTAIN P N Q PATIO � ® STEP GENERAL NOTES W ® PROJECT SHALL BE EXECUTED BY A CLASS "B" OR GLASS "G-27" CONTRACTOR. J HE OR SHE SHALL BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AS ® 0 WELL A5 TO CONTACT USA UNDERGROUND SERVICE ALERT AT 1600-642-2444 BEDROOM2 O O PRIOR TO CONSTRUCTION. LIVING GHANGE5 IN LAYOUT DESIGN SHALL BE APPROVED BY ARCHITECT AND OWNER F-1 FOYER PRIOR TO CONSTRUCTION. ® DRAINAGE SHALL BE KEPT POSITIVE AT ALL TIMES (AWAY FROM STRUCTURES. 4 O DRAINED TO A DISCHARG ryl E POINT. SEE DRAINAGE PLANS) ❑ CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS DAMAGED WHILE ® ® 0 CONSTRUCTION. I (111 I OFFICE o a o 1 LANDSCAPE ELEMENTS SCHEDULE ACCESSIBILITY TO SITE PROVIDED BY OWNER. TH15 15 NOT A SURVEYORS J I I o o DOCUMENT. ❑ O R o o O O LANDSCAPE ELEMENTS 50, FT. OTHER VERIFY GRADING ON 51TE �} PERMEABLE CAL5TONE MISSION PAVERS MAIN PATIO ALL WORK TO BE PERFORMED ACCORDING TO CITY AND STATE BUILDING CODES. Q 0 20rsE1B -- ® a 5 2 ACK PERMEABLE GALSTONE MISSION PAVERS WALKWAY CONTACT ARCHITECT FOR ANY CHANGES OR DISCREPANCIES° O VERIFY PLANTING MATERIAL QUANTITY AND LOCATION _ FRONT MAIN ENTRANCE / PORCH 0'^ STUCCO YANG WALL 3 CAR LM Y Z 4 GALSTONE ROMAN STONE BENCHES AND GAP GARAGE 5 WOODEN BRIDGE VICINITY MAP V, ` ® b WATERLE55 WATERFALL AND POND Z ` ® H 1 PERMEABLE GALSTONE MISSION PAVER WALKWAYS. TYP. ® STEP 5 CHILDREN PLAY BARK AREA a LOWS IMrlors Q ENTRANCE q ARBOR W .. - LLLLLLLL El ECTRIC METERNEW SOOAMP 15 10 PERMEABLE CAL5TONE MISSION PAVER PATIO z J 0 o /L'CL L � LLLLLLI ® 11 BACK PORCH STEP o ,� �LLLLLLLLLL L '-L.�LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLI STEP 12 ARTIFICIAL GRASS POOL DECK ex Z � _LLLLLLLLLLLLLL LLLLLL LLL�L`L L�L_LLLLLLLLI LLLLLLLLLLLLLLLLLLLI C N LI I I I I I I I I I I I LL LLLLLLLLLLLLLLLLLLL�-L•I—LLLLLLLLLLLLLLLLLLLLLLLLLI 15 POOL 12X20 i Z U U REPLACEMENT TREE - r�LLLLLLLLLLLLLL LLLL LLLLLLLLLLLLLLLLtLLLLLLLLLLLLLL ' ' ' 14 VEGETABLE AREA/ PERMEABLE PAVER 22381 McClellan Rd, 5 _L LLLLL L LL=' LLLL LLLLLLLLLLLLLLLLLLLLLt-� LLLLLLLLLL Cupenino,CA95014 L ST ETI 0 L_L �LLLL L LLLLL LLLLLLLLLLLLLLLLLLLLLLLLL'LL-L<L_LLLL 15 PERMEABLE PAVER WALKWAY o �• a ma MPRp - ® _L LLLLL L LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL�L-I-._L 6 PERMEABLE GALSTONE MISSION PAVERS SIDE PATIO r W ME _LL LLLL LLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL ® ^�°or�rra DEDIC � -�_ ``�-- _ 17 PERMEABLE PAVER DRIVEWAY nr2a � � n ATIp _ _LLL LLLL LLLLL� LLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLL _ 'ucCleUan LL -L LL LLLL LLLLLLrL L LLLLLL LL LLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLL�_LLLI 18 COVERED BACK PORCH �a O -CLL LLLL LLL�,�L.1 I Y 1-LL LLLLL LLLLL LLLLLLLLLLLLLLLLLL LLLLLLLL L_ 1q WOODEN VEGETABLE BOXES McCleganRd 'm ^I _LLL ` ' LFL L Ll 11 TRE` LL LLLLL LLLLLLLLLLLLLLLLLLLLL LLL LLLLL 0 WALL FOUNTAIN G J N SEE SHEET 1 OF 1 LL LLL '� -L LLLLLLLL L LLLLLLLLLLLLLLLLLLL gLLL LLLLL 4 N TOPOGRAPHIC SURVEY _LL LLL `` _ I LLL LL LLLLLLLLLLLLLLLLLLL ALLLLLLLLLLL- ® 1 PERMEABLE CAL5TONE M155ION PAVER WALKWAYS. TYP. N BY W.H. CIVIL ENGINEERING _LLLLLL '�I. L LLLLLLLLLLLLLLLLLL LLLLLLLLLLU1 PERMEABLE PAVER WALKWAY 4fcei'�I R _LLLLLLLLLL - �0 EJ LLLLLLLLLLLLLLLLLL LLLLLLLLLLuII an AND SHEETA-1 FOR ARCHITECTURAL LLLLLLj LL L LLLLLLLLLLLLLLLL LLLLLLLLLLIJ INEW FENCE AND GATES LLLLLLLLLLLLI � 4 LANDSCAPE AREAS Sf Andre wsAYe LL L LLLLLLLLLLLh ' 5 VIEW CONES Q 24" BOX MIN. FRONT YARD TREE REQUIRED - L LLLLLLLLLI o 6' MIN HT.AND BE LOCATED IN FRONT OF p _Ll_, LLLLLLLLL b CITY WALKWAY �❑ NEW SECOND 5TORIE5 IN THE FRONT YARD 1 LL _ LLLLLLL SETBACK D L LL SHEET SHEPT INDEX �PND�APEq L L L L ````` - LAND 17g55 5 o�FNDo�y#S S'�y ALL EXISTING TREES TO REMAIN SHALL BE 2 �'� PROTECTED WITH A CYCLONE FENCE � L �LL��LLLLLL ` '`�—___ _ L-1 PRELIMINARY LANDSCAPE O FIRST FLOOR ALL STRUCTURES 5684 5F 20 L L L L L L © _ TOTAL LANDSCAPE AREAS 12271 5 ALL HARDSGAPE 15 PERMEABLE PAVERS LL os-ao "x E z TOTAL PAVING AREAS 486q 5F � ��rz � E <:, � REMOVE 2 EXISTING STREET TREE p 10-01-2021 I o ,s,o 10 TOTAL PLANTING AREAS 6767 SF �An P z = ALL WORK TO MEET CITY OF CUPERTINO OUTSIDE THE PROPERTY LINE O O 13 ST POOL 12 X20 240 5F 15 O1 UF��\ U- m V) Y o cn BUILDING CODES ET jMP o 3 Q O J O VEME CITY WALKWAY 555 5F o Q o o 0 V o O STREET TREE _ DED—IC ATj N 0' 4' 8' SCALE 16' REVISIONS e. m � • • • ■ f:• ■ — • i rs • '*.-- ` � Y' f.r o- tr• 1�. � -�... w� ,� r r� • . f. 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