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R-2021-037, RM-2021-027 1080 S Stelling Rd Approved Plan Set n L? D D n a LA r�r O O z C G G O 7 v v n O v LEGEND: v o PROPERTY LINE N m Lo El 0 WOOD FENCE Nam, °j00 n n CHAINLINK FENCE -x x x METAU WIRE FENCE u � o � T RM DRAIN MANHOLE W u o 4 B 9.47 -Oh on OVERHEAD WIRES BUILDING z WALL x O z O J O J - _ CONCRETE x z � tf) Q�OUFF' e k 99.62 C9 98.90 Ln PAVEMENT 98.98 99.36 O QLL- 3' WOOD 5' WOOD ; I BRICK - - - FENCE N89058'0 "W FENCE 96.40 r TILE 5890 58' 30'W 99.04 100.03 100.10 I 1 1 . 1 2 ; L- - - - - - - - - - - - - - - - - - - 99.00 x 99.74 x 99 92 x 45.00' 'F- CATCH x /a x 99.88 99.96 HEDGE x I oo.I HEDGE I o0.02 O 9.95100.12 - sJ I x x 100.00 99. 9 � '�9 BASIN _ WF 0.69 W'LY OF P/L x 100.09 N ._ 1 0 Q 1 L 9 1.�Y=-9.3 100.09 y0 14 I` -ARBOR fr GRASS/ NATURAL GROUND J 1 oo.oa GATE j-L �d STU,IyIP 100.06 6 6 � 99.05x d` x I oo.16 x I00.12 a.. aCb SPOT ELEVATION o x99.12 �� HEDGE 100.2'� )C99.56 -09.53 99•2 +� O x 100.12 CHIMNEY HEDGE 12 99.38 x 99.46 "'3.68 99.78 99.57 w E a`) 65 x 99.6A 26.82 �� �I G U RB 8.92 99.57 23. 13 99.73 .94 GAS 100.04 x 9�.09 1 x 9 98 99.52 STUMP _TREE TRUNK, APPROXIMATE H WATER GUUTER METER 100.09987 99.22x x98.84 n �,-- ', - DIAMETER IN INCHES a cp 1211 `- ! � VALVE 99.so m % 2 x THE Ln '-TREE DRIPLINE DRIVEWAY SLAB EL= 100.01 x 99.84 c7 3.G 3 3 9.6i 99.67 x 99.83 x 99.95 I 0:.00 x f 100.02' 1080 S STELLI NG ROAD 99 2 %1 3 a x 99:86 59•9 x A.P.N.: 3G2-27-03G x 100.13 T. E. TRRES 10LD ELEVATION w PARCEL AREA: G,442 SF 00 oa PEAK ROOF EL= 1 10.03' x 99.37 w w o � � 00 99.60',..' j 26.82' 0 x x b. O O 99.42 CURB 65 99.72 99.82 99.99 9.91 t.:> bo a a N d 99.4? x 99.66 x 99.Q5 99 73 LOOa3� STEPS OO.1 100�01 I A88 RE V I AT I O N S W o 99.38 99.5 ' 0 23. 14 Ioo.7o HEALER a Q x d m 99.64 HEDGE x 99 699,74 Ioo.21. io8.oa x \11 y y ,t ✓ A/C AIR CONDITIONING N z T.E.= 5 WOOD B.S.L. BUILDING SETBACK LINE I 99.13 = HEDGE 99.86 w � x l 00.1 9 e .� 9 .75 x x•98.70 0 i 100.03100.07 F- 1 oo.a2 oo.oa" � � O 99 77 (!� x x 99.44 FENCE C/L CENTERLINE o z ee HCR x 99.68 x 99.69 xI .1,00.09 x 99.85 LAWN CONC CONCRETE H 3 a a W 99.14 41 .95 1 e e E LY EASTERLY d �a `az a tl 7 99 8 x 100.42 100.01 'k w w A A a d w 20.00' / 100.20 EL ELEVATION x 99.52 " ,S.L. ��' x 99.98 x °O°j x t8.87 ICV IRRIGATION CONTROL VALVE 5. . . 9 .93x 98.69x LANDING TREE 1 x 99. x HOS FACIA x 99.45 _ N LDY ORTH RLY 5.oo' W.C.E. „ x PLANTER P PROPERTY I E l00.08 BIB x 1 /LLINE - 00 04 � x 1 00.21 � � � w TREE 09.71 5.00' P.S.E. P.S.E. PUBLIC SERVICE EASEMENT 99.% ga SLY SOUTHERLY 99.50 _ v v w � x x 9P�.�' x 99.39 I 0 ELEC PANEL W W.C.E. WIRE CLEARANCE EASEMENT 99.26 WATER of x 99.64 0 (ON BLDG) x 99.50 x .s I w x 1 00.08 x 99.58 98.38 WLY WESTERLY METER x %. m _ 37.68 p WF WOOD FENCE 98.80 STOP _ 9.05 SIGN �� x 99.07 x 99.46 x 99.64 - -�'� 7 cn a e -99 0 5 99.47 99.65 x 99.63 98.75 1 �� �p 9 g• x x99.59 9.�.F:4 x 98.9 0 w w w w w O 98.82 x x c9 p 9.9.6. 99.58 GATE, A/C � 99.5�7 � 99.13 � � oO 98.81 e 99 86 p 99.78 N 99.39 x 99.27 x 99.25 g9.22 '39.02 x 99.50 9 - x x 99.24 x 99.31 O 98.7 I x x 99 x �b.77 w 01 0) ��� m 99.37 „ x 99.05 W �1 CURB 9b.25 N m 98.10 LND `� 1 6 ARBOR PLANTER 5FE OOD ICV Q3 �I 97.99 TUMP i.9 I TEP 97.E 97.9 ,98.75 x 98.82 x 98.53 98.1 2.,. " WF 1 .24' W LY OF P/L ililllllllllll93. .3 WALL CROSSES E'LY P/L \2Q Q 96.92 96.7 I 96.43 96.02 92.88 O'97.47 97.81 99-80 96.61 NB9 5800 W 9 .6 94.98 3' GONG 93.83 93.52 9 I . 14' 93.Q5 92.64 HCR o i u a e x 100.25 97• 97.71 ° a. WALL x 98.31 Sg p". e e a d 97.74 96.64 x 9G.41 I 095.45 95.16 94.27 93.5 1 92.96 92.80 7.63 97.64 614" OAK x 3.1. 14" OAK 92.94xTREE x 92.2997.6 i STOP 9�'xo 1 � TREE `'z �"� POWER �! x 98.97 x 97.79 Y SIGN POLE �I 6.93 x 93.52 92.c;<'�x 2, __-x 9 x 95.98 95.16 x 94.73 4.06 93.90 93.59 92.80 c x 92.29 v� x 91.32 96.43 94.27 93.09 92.38 91.95 96.65 95.76 J J 94.27 93.13 J J 92.05 CURB � GUUTER O O O O J J Y(98.0a z Z Z Z x 98.64 x 96.73 SEWER QLL- Q x oC, 6 MAN HOLE FD BRASS PIN cJ'TREET x 97:49 ". x 96.84 MONUMENT - _ x 93.88. - - x 93.06 92.49 x,�s .,2 x 97.38 x 95.97 WEST HILL LANE � KJ SURVEYOR'S CERTIFICATE LEGAL DESCRIPTION I, KACIIf A. PLOUFF, CERTIFY THAT I AM LICENSED AS A PROFESSIONAL LAND SURVEYOR IN THE STATE OF CALIFORNIA LOT 3 TRACT #3850 RECORDED IN BOOK 187 PAGE 44 (REF. NO. 9013) OF SANTA CLARA COUNTY RECORDS I FURTHER CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF A TOPOGRAPHIC SURVEY CONDUCTED UNDER MY SUPERVISION AT THE REQUEST OF THE CLIENT. SURVEYOR'S NOTES GRAPHIC SCALE Q�aL LA o 1 . PROJECT BENCHMARK: ELEVATIONS ARE ON ASSUMED DATUM. s o a a is 32 K IE A. a 2. ONLY TREES G" AND ABOVE WERE LOCATED ON THIS SURVEY, GUFF 'a PROJECT NO. SMALLER TREES AND SHRUBS ARE NOT SHOWN. ( IN FEET ) N N CA-21-045 3. DISTANCES SHOWN HEREON AREA EXPRESSED IN FEET AND 1 inch = 8 ft. DECIMALS THEREOF. Q CALkf SHEET NO. KACIE A. PLOUFF, PI-5 9013 1 OF 1 m � •• • i • • � • _• �p-�-� - -- - ...� - -.. �'.+�II, r�' �s .ss• -f '- - - .' �s � - -.a `� ,3(.;� r�fr-,• r,- 1 - � � � -• � •t�' - •' ..+ „s •sk � �-< �- ;;.. � -.:d_.. fit;. :,'.Nb.' is ;+) T �-.$ ._ A� t� -ir,'},� -_ •,,: ,,. .. 4... ••QI .,�..- •� .•,y< _ s ';.; . !' r Na,-..,:;,f A - - c.0 � yp�I•y� gw`tr- v_ _ _ '.f R. ,11 "�s •`S_ .i.•.a'g ta�il,.. ,M. �• Y4•-' . !V+ ^� +i?`. ' `'3•'r' '1'^r _j .ir. 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STELLING ROAD INTERIOR SIDE � r N N o AND REAR FENCE TO REMAIN n cuPeRTlrvo APPROVED CUPERTINO. CA N Case # R-2021-037, PH.408 307 3655 v x A SEE LANDSCAPE PLAN FOR ARCHITECT: ADITI MUKHERJEE ° PRIVACY SCREENING TREES Approval I Body Director/ Staff 1448 S. STELLING ROAD pp y `� SPECIES SIZE AND SPACING � Approva I Date 02/03/22 CUPERTINO,CA 95014 _; SL" NM,,Oe, I OoON PH.408 455 3793jlLj �6 Signature Haase x © SFTPSE 1 Case Manager SURVEY CHRISTENSEN&PLOUFF p o SAD A R Ch, CIVIL ENGINEER: 101 CHURCH ST. #29 �' LOS GATOS, CALIFORNIA 95030 o x " O ADITI MUKHERJEE SEE LANDSCAPE PLAN FOR z n PH.408 755 9784 N m LIC. C31611 -+ PRIVACY SCREENING TREES x ¢ 5 FT wCE m - o dJ SPECIES, SIZE AND SPACING o "�L11 h c x 6' REN: NOV. 2021 FENCES SHALL NOT BE GREATER THAN 6' IN N � x N — �' � � N - U � x x Q m � : � _ f HEIGHT IN ALL SIDE AND REAR YARD AREAS, - N: N d :1 Q �t N �: N m �? x OF CAS AND A MAXIMUM OF 3' IN HEIGHT IN THE FRONT YARD x x Nx m � N W �, � m p m �4 w. Gv AREA. WHERE 6' HIGH FENCES ARE ALLOWED, 8' MAY x A N a A x 0 ° 0 BE PERMITTED WITH A BUILDING ° PERMIT AND NEIGHBOR APPROVAL. EAR x °x ° W o x x x c ° o PROJECTION o ro o u' o .. ry U _ a ° w <_ x%, m 0 O m q d O Q Z SCOPE OF WORK. o o N x 0 x �I a� o % o m 12'-6" M NEW TWO STORY HOME 2463.5 SF x PR® SED 0 w a WITH ATTACHED TWO CAR oV D Po H REQUIRED o SID ° D SIDE x I v m �nS CK m1U-+ — o N Fil GARAGE 434.6 SF AND NEW ADU SETBACK 0 x o x x m Ln co a 1ST.FLR. a a U m m 387.4 SF. x - �o x 12-o x x v � zQoo NEW LANDSCAPE FOR THE ENTIRE 2' x BAOVE o x �I rRED � �' U �E LACK, . m I� '� SITE 4093 SF PROPOSED n - x [� U a SIDE I•--1 ix � SETBACK m Q Q' U 1 ST.FLR. QJj PROJECT SUMMARY HEAT n PUMPS OVER m PROJECT ADDRESS 1080 S STELLING ROAD CONCH N OSED 2ND.FLR. SE OND STORY 4x q APN 359-10-058 PAD ° SETBACK m 15 ° m ZONING DISTRICT R1-6 no PROP 2ND.F LAND USE LOW RES 1-5 DU/AC x — — — — — — — — — SIDE S FLOOD ZONE NO N w O AREA CALCULATION x j NET LOT AREA 6442 S.F. D r / NEW RESIDENCE x o I ' I ALLOWABLE FLOOR AREA 42898 .9 S.F. (45/o) NOTE: ALL Q-I ALLOWABLE LOT COVERAGE 3221 S.F. (45%+5%) EXISTING 6 FT TALL j m,� N N k� 4 Q INTERIOR SIDE k� x AND REAR FENCE TO REMAIN FLOOR AREA SUMMARY / x n � � L - - - - NEW FIRST FLOOR 1372.8 S.F. � ATTIC ABOVE 5 FT. 0.0 S.F. ox x 00 Ln x I� FIRST FLOOR ROOF O/ 16 FT. 0.0 S.F. i. o U Q NEW SECOND FLOOR 1090.6 S.F. o x ° x o 60 66 x N 0 x r TOTAL LIVING AREA 2463.5S.F. o o o C-'I NEW 2 CAR GARAGE 434.6 F. xCf)N II m o s x o m 0 0 r 1 ST FLR TO 2ND FLR RATIO 60.3% o '� ° DO TOTAL PROPOSED FLOOR AREA 2898.1 S.F. o o NEW ALLOWABLE FLOOR AREA 2898.9 S.F. ° o TWO CA — IS / 0 x GARAGE NE co O w w NEW ADU 387.4 S.F. O PORCH �z w m x D yy P..I LOT COVERAGE SUMMARY o m VISION 99.5 O C: � o » —m — TRIANGLE NEW FIRST FLOOR 1372.8 S.F. - mx O x °0— — — � �"� NEW FRONT PORCH 78 S.F. o �6� °' o �' o BELOW 3FT �+ SHEET INDEX NEW REAR PORCH 281.1 S.F. - - o x °y" D �m° m HT.DECO IV O BAY WINDOW 18.0 S.F. Ln m o -n 1 WA DSCAP aJ A 1 SITE PLAN, AREA SUMMARY POP OUT WINDOW AT KITCHEN 3.9 S.F. p� x Qx w 10 x 20 � o x x O Z A1 .0 NEIGHBORHOOD STUDY � PARK G - x W K A R 99.50 m SECOND FLOOR OVERHANG 0 S.F. x MAG co 1 LOT SURVEY NEW GARAGE 434.6 S.F. 0 co ¢ n m A3 PROPOSED FLOOR PLANS TOTAL EAVE PROJECTION 160.7 S.F. D ( x N 0 N ti x o W N DRIVEWAY x n g TOTAL PROPOSED COVERAGE 2349.1 S.F. (36.4 /o) P ERS 0 O o ,p x A4 FLOOR AREA CALCULATIONS ° AS ROOF PLAN ul NEW ADU 387.4 S.F. 2 PARKING 410 SF A°' c' 135 S A PROPOSED EXTERI R ELEVATIONS 1ST FLR 2ND FLR Q m 0 99.5 ''�� x W 00 x m �, I T^ m c m o V1 6V ON FRONT SETBACK 20 FT 26'-2n Ln a x , Q IS �0 6 A7 PROPOSED EXTERIOR ELEVATIONS - x n x O� x A8 BUILDING SECTIONS LEFT SIDE 5'-2" 15'-2" j LL g2 MnO� I OoON �,g9 °' c' x FRONT YARD IMPERVIOUS AREA I Ln - x q REAR SETBACK 25-1 27-11 I D x 10 3 LO-1 LANDSCAPE PLAN CALCULATION: Q Q 0� RIGHT SIDE 12'-6" 15'-4" i x x� a6 - ' x FRONT YARD AREA: 1089 SF m m op NEW DRIVEWAY: 410 SF I N � � x x PAVERS o I x m r~ N Cheryl or 03 Eaton Elementary School K 0); `� x �°" m ry� NEW WALKWAY: 135 SF G) I p 7 Eleven McClellan Rd a n m O 0) x Silverado Ave m Reg ° 00 x q o ( 3 s r TOTAL IMPERVIOUS AREA: 545SF (50%) m 0 �� N Aqui Cupertino ° �� J x — D Erin Way ° N g o Q m I� EXISTING ----- Kirwin Ln ^m °� m DRIVEWAY Lilac Way CUT TO REMAIN Bollinger Rd 9 �TraderJoe's d x x x I—I--1 The Home Depot Q go➢/,n91, o TP Tea SITE PLAN LEGEND Dumas Dr o cp p Jollyma'n Park 2L N I U / s 2, n � 1 De La Farge Dr 0 `° o n o ' Z, HeatnerwoodDr rye o Rrye`Srdphay PROPERTY LINE -- x I x I 3 ro afLn n ; ` SETBACK LINE I DRAWN o Fahe le N 0larendon St v Co I Columbus Ave M { t` Tiptoe Ln I AM 1080 S Stelling Rd, ,z RI Meyerholz� m Val Ave � 'Cupertino,CA 95014 Elementary School (E) RESIDENCE Orion Ln ', 3 RoffingdellDr CALABAZAS �I Krzich Pr 85 NORTH � O I dJ DATE M I O 8.20.21 aao H Mart San Jose DeAnza9 India Cash&Carry a��� FIRST FLOOR x I x o N v Hollanderry P, � O William Regnart � x ° „ , „ Elementary School N Phyllis Ave — — — Co i _ 1/8 1 -0 JUES Nu. Kingsbury Pi \ N Bark Ln / SECOND FLOOR — — — � r x Belknap Dr O1 m (((Calabazas Pf ? SHEET Shadowhill Ln m \� Galli Dr COVERED Rainbow Dr '6 = PORCHES Uv® n N1rlrlHIS NORTH Rainbow Dr q� / u � Dr u Seven SP,m9s Of n) n t Yamagami`sID a � Garden Center �I � �- �- � �' DRAINAGE �� Al VICINITY MAP SWALE SITE PLAN 1/8" = 1'-0" OF SHEETS REVISIONS BY Co unit Development Department lanni g Division — Cupertino CUPERTINO APPRgVED 41'-4" Case # k20211-P7, 10'-0" 14'-3" 14'-3" 2'-10" Approval B y: Di ector/ 5 Approva I D e Signature g ;�p ARC/ / Case Mailer I41'-4" Q' V ADITI MUKHERJEE n LIC. C31611 -A 10'-6" 30'-10 12'-6" REN: NOV. 2021 � N -6 - - - - - � o N o 9TFOF CAL�F��� o I o 1 c� I I N COVERE PORCH I i 0-0 BEDROOM 2 BALCONY I I 1 I T STOR GE a, o N � � � I I 1 i � � � � M a U n - - - - - - - - - - - - — H L — � L0 Li U � O 2 -9 I LHLT- REF ---- 0 O- --- - � F- Cj H U14-0 - - - i ~ xooWw N I I RANGE 1 I — - - - - - - --� Q U U I KITCHEN I L 1 C CLOSET — — POOM 9'-0oGREAT 1CN 1 BEDROOM 3 I _ 1 I SINK o 1 I � I I i 1 -----fi------- i I N I N I #-1„ I ow I a I I I i I 1 i 8„ Q 1 B A 2 2,$„ I I I i Q I I I W � — - - - DN I I ►-� E:1 El P TRY 9, 1„ WINDOW o I IEAT �JDU STUDIO ADU TC0) I � ^ EN N 1 ' HIGH �, I I DINING o o 1 �I CEILING N 0 0 1 I I HIGH co 1 I CEILIN r W L o THIS AREA — I W N 2'-4 1/2' 0 19' I 1 _ 1 -1 5'-2' 11'-9' 9'-3" -5" 7J6" 1 o N Cc o 1 4-6 1 --rr 3 -6 -o o I I 1 1 2 I AT — — — —I BUFFET — O Q, i FIRE PLACE U O 1 � � MUD I ' BATH I II I II � 12 -6" CLOSET RM I I I I I I I M I � � � COAT — -- -- ----- = ? W MASTER I I M I BATH I I LIVING M i ;.� rn 15'-9 1/2" 5'-3 1/2" NICHE ON TEXTURED WALL ❑ E:1 MASTER I I 1 - M BEDROOM II ENTRY 1 M II 1 M I 11'-11" I I I I I I M f EW GARAGE I I Q W CLOSET o t0 X 20 INSIME I � N PORCIII IFF 0 0 — — — — 1 - - - 1 0/Z W ol 12'-0" — N 9'-7 1/2' I 3'-4" `° I I DRAWN 1' �,3 1/2" I I AM CHECKED - - - - - - - - 26'-2" I I I I I I DATE I I I I 1 8. 20 .21 SCALE 10'-0" 11'-1" 15-1" 2'-5" 2'-9" 114" = V-0" 8'-61" 3'-6" 8'-3" J 0 B NO. 41'-4" SHEET 20,-3„ 41'-4" A3 OF SHEETS mmunit Development Department 1080 S STELLING AVE AREA CALCULATIONS TOTAL HOUSE FLOOR AREA 2463.51 AM AREA CALCULATION REVISIONS BY FIRST FLOOR X 15.79 5.79 91.42 Plann ng Division - Cupertino Y 19.41 14.75 286.30 A 41.33 24.91 1029.53 G 1 21.081 20.62 434.67 CUPERTINO A.P_P_RQV_ED 7 - B 30.83 9.12 -281.17 Case # -20 1-037, C 2.75 15.33 -42.16 GARAGE TOTAL 434.67 ADU TOTAL 387.44 D 1.66 14.75 24.49 TOTAL HOUSE FLOOR AREA 2898.18 E 5.29 5.79 30.63 Approv Body: lector/ Staff F 20.25 30.20 611.55 ALLOWABLE FLOOR AREA 2898.90 A rov Date2/03/ 2 Pp FIRST FLOOR TOTAL 1372.87 Signatu AJ H[ase 41'-4" ,0 ARC/ Case anager SECOND FLOOR K 14.25 25.45 362.66 V 10'-0" 14'-3" 14'-3" 2'-10" L 14.25 12.79 182.26 J ADITI MUKHERJEE _A lo M 9.08 12.00 108.96 LIC. C31611 N 11.91 18.08 215.33 RE N: NOV. 2021 P 9.25 2.29 -21.18 Q 14.25 19.58 279.02 1• R 1.29 6.00 -7.74 41'-4" T� op CAL�F�� S 3.33 4.66 -15.52 T 1 1.161 11.33 -13.14 10'-6" 30'-10" 12'-6" SECOND FLOOR TOTAL 1090.64 N N W O - - -6 - - - - - � o \ \ o Q ti � z I � 1 x W u N I N -------------- - - - - - C7 t` 1 0 R PORCH I o w O 1BALCONY 4 -STOR GE WB ROOM 2 � / z u u o � u � � � K o Q � � � u L - - - - - - - - y - - - - - - - - - - - - - - - - - - - -- LO oI I FULL REF +O ❑- ---I-- 14'-0" I HT. ---- - - - RANGE KITCHEN9 -0 1 O 0 CLO T � N W o w GREAT kOOM 1 Q N U I Q I s3 K o rn B ED R O 3 I N 1 A ----- ------- I LO Q D > I I I fi I Q L i rn DW � X28� 0 26 8„BA2 DN ❑ ❑ 1 P T Y W WINDOW _ DU I CA SEAT STUDIO ADU I C t I ITC EN o = 1 I DINING 1 0 z 2 HIGH CEILING N o 1 I HIGH 0 I 1 D I QO � 17 oD co THIS AREA Y I I C E I u N � N 2'-4 1/2' 5'-2' 11'-9 9'-3" 19'-5" o 76 N O P o I -6' 5'-11" 3'-6" -0" o 1 AT - - - - -BUFFE4- T - � M FIRE PLACE W BATH MUD I I I z CLOSET RM00 I F I co II 1 I II I 13'- I N COAT _ 1 ; \ ASTER -� I I �� LIVING TH Q, 15'-9 1/2" 5' 3 1 NICHE I I I I � ON TEXTURED `n I WALL I z ❑ Q ❑ MASTER 11 I 1 O _ BEDROOM 11 IE ENTRYLn I W T 11 11'-11" I I 1 I �D GARAGE 0 N X 20 INSI CLOSET I I 1 1 PORC� 1 1 LO DRAWN J N CHECKED N 14'-3" 12'-0" I DATE 1 = 8.20.21 N 9'-7 1/2' 3'-4" 0 I (0 SCALE 1' 3 1/2" I I 1/4 11 = 1 1-011 JOB NO. 26'-2" I 10'-0" Ir 11'-1" 15'-1" 2'-5" 2'-9" 21'-1" 8'-61" 3'-6" 8'-3" I A4 SECOND FLOOR PLAN 41'-4" FIRST FLOOR PLAN ol I 20'-3" OF SHEETS Comm nity Development Department REVISIONS BY PI nni g Division — Cupertino �CUPERTINO APPROVED Case # -2021-037, Approva I Bod Dir' ctor/Staff Approva I Date 0 /03/22 Signature J Haase Case Manager SULATED GLAZING, TYP �\11. a R Cy�� G WINDOW � ADITI MUKHERJEE � WOOD MOULDING, SEE SPEC MEMBRANE ROOFING uc. C3161 1 %2" GYP BOARD AREA DRAIN W/ N1 REN: Nov. 202� \� -19 INSULATION FLAT 2 x 12 RAFTERS DOWN SPOUT 9TF of cA�\�o�� SHAPED FOR SLOPE 20 GAUGE METAL FLASHING FT SLOPE AT 24" O.C. w O PAINTED I CHANNEL SEE STRUCTURAL M Q FOR CONNECTION W U a N DETAIL � _ � � M I W W U H � f SEALANT w FW-' o STAINED 1 x 4 IPE SOFFIT IPE SIDING U °O W� FW-' a � Q � U STUCCO 0 2 LAYERS SMOOTH ACRYLIC v 2 x FILLER GRADE "D" 15# FELT P4 STUCCO OR IPE SIDIND WALL FINISH O/BLDG PAPER O � a_ C OVERHANG DETAIL AT FLAT ROOF ( W/O PARAPET) 11 /2"= 1 '-099 Q ►� � �D Q � � Q 1 "/FT SLOPE PERFORATED CORNER BEAD %2" GYP BOARD SHAPED WOOD CAP [� w STUCCO 0' 2 LAYERS BADE "D" 15# FELT %" ACRYLIC Q °� HEADER STUCCO O/ 2 LAYERS IB SYSTEM, SEE DETAIL ON A7.2 O/ 12" CDX PLYWOOD a! 0 O/ 2 x 8 STUDS WOOD MOULDING, AT 16" OC. (SEE SPECS) BLOCKING AS REQUIRED Q 2 x FILLER SEALANT � � PARAPET WALL DETAIL = w � B 11 /2 1 -0 1 2 " 2" MECHANICAL SEAM STANDING SEAM ROOFING 1 x 4 STAINED IPE 3) 1%2"Q� VENT AT EA. BAY. SEALANT 2x4 FLAT @ 48" O.C. SIDING p� TRIM RAFTER TAIL TO Q w vn PAPER FLASHING — — — — — — — — — — 2 X 6 SH. MET. PAN FLASHING 5„ STRAIGHT GUTTER SHIM AS REQ'D 1 INSULATION OCCURS PAINTED TO MATCH � � w 4 /FT THE ROOF COLOR w Q 2 x 6 PAINTED TRIM SMOOTH ACRYLIC� SHAPED 2 x 8 FACSIA STUCCO OR IPE SIDIND PAINTED TO MATCH [DRAWN TRIM, (SEE SPECS) I WALL FINISH O/BLDG PAPER A.M. THE ROOF COLOR CHECKED %2" CDX PLYWOOD 2" CONTINUOUS METAL O/ 2X STUD WALL SCREEN VENT DATE SMOOTH ACRYLIC 1 x 4 STAINED IPE STUCCO OR IPE SIDIND SIDING 1/4" = 1'-011 WALL FINISH O/BLDG PAPER JUU NU. SMOOTH ACRYLIC STUCCO OR IPE SIDIND SHEET WALL FINISH O/BLDG PAPER A501 E 3��= 1 �-011 DRAKE „_ A EAVE DETAIL AT 2ND FLOOR11 /2"= 1 '-0"WINDOW DETAIL DETAIL AT 2ND FLOOR 11 /2 = 1 -0 OF SHEETS C munity Development Department 0 2 4 6 8 12 FT. REVISIONS BY Planning �ivislon=��upertino 3 PVC Single-Ply � 1 ': o o . CUPERTIN4 PRO.. ROOFING SYSTEMS Product Description: Case # , IB PVC Single-Ply 80 is a polyester scrim reinforced, compounded pvc resin based sheet with plasticizers, Acrylic Finish stabilizers,fillers,pigments and other proprietary materials Durable Weathering Film meeting ASTM D4434, Type III. Rolls are manufactured Approva ody: Director/Staff in a nominal 80 mil thickness and use an anti-wicking Anti-wicking Polyester Scrim scrim for added strength,tear resistance and enhanced Durable Bottom Film Approval ate 02MEZ.0" Mechanical Seam moisture resistance. Sig nature AJ HaaWMCO) Standing Seam Packaging: A R Size Sq.Ft./Weight per roll(approx.) 126swil,MfinnAgtion: 6'x 60' 360 sq.ft./191 lbs. Panel Type: Standing Seam 3'x 60' 180 sq.ft./ 98 lbs. Panel Seam: Mechanical C�ADITI MUKHERJEE � Panel Width: 16" Features: J LIC. C31 61 1 Seam Height: 2.0" Meets and exceeds ASTM D 4434-12, Type III Panel Material: 22GA-24GAMin Solar Reflectance/Thermal Emittance/CakulatedSRlValues REN: NOV. 2021 Thermoplastics Membrane Panel Surface: Smooth/Embossed Optional 25-Year Limited Material Warranty Membrane Solar Thermal SRIVaIue SRIVaIue LRV Panel Clip: Required Per Engineering Excellent flexibility in all climates or Reflectance Emittance Initial 3-Year Aged • Minimum Slope: 2/12 White 0.870 0.88 110 91 94.3 Cf1 Substrate: Open Framing,B-Deck w ISO • Highly reflective IB PVC Single-Ply can help to reduce P 9 / 0.363 0.88 39 N/A 18.1 heat transfer through the roof into the building's interior '9 • Thick,heavy duty 38 mil top ply weathering film 0.243 0.88 13 N/A 9.7 I 1/2 IN 12 TF • Thermal) welded seams provide superior strength 0.243 0.88 25 N/A 9.7 opCAI- Panel \F Testing: Y P P 9 I I Uplift Resistance: UL 90 Exceeds Energy Star TM and California Title 24 0.073 0.88 2 N/A 7.7 Hail Rating: Class 4 Impact UL 2218 requirements for Solar Reflectance and Emissivity o.079 0.87 z N/A 7.2 Fire Rating: UL Class A (White) I 19 Property Method Requirement 80 Mil Use: Overall thickness of PVC sheet,min.(in.) ASTMD751 0.045 0.080nom. Panel Notes: IB PVC Single-Ply 80 can be installed in new, recover, Breaking strength,min.(Ibf/in.) ASTMD751 200x200 408x388 = FLAT ROOF • With this 24 GA,16"wide panel engineering, n A I OPEN BALCONY you may opt to use heavier gauge coil and narrowerAA and basere-roof constructions roof the primary field membrane Elongation at the break,min.% ASTMD751 15 x15 34 x29 1 I N 12 width panels.Clip spacing will not change. and base flashing at all roof fully wall transitions. It can Retention of properties after heat aging ASTMD3045 • This panel uses a 22"coil. be mechanically attached or fully adhered to a properly (min.%oforiginap: • This panel uses 6-1/8"of material to form the panel. ,v,o^ 1118• prepared substrate with approved fasteners and Breaking strength ASTM D751 90 Pass I 0 membrane plates or approved membrane adhesive. Elongation ASTM D751 90 Pass „ • If you take the square footage of the roof and multiply n,a^ �. P PP 1/4 IN 12 � U that by 1.375,the total will be the amount of coil Tearing strength,min.(Ibf) ASTMD751 45.0 6208 needed to manufacture the panels. 2• Warranties: Low temperature bend ASTM D2136 -40°F Pass • This panel is approved for Weathertight Warranties. Tre^� 2X CUP RELIEFO-ZONAL IB PVC Single-Ply 80 has a 25-Year Limited Material v,o• Accelerated weathering magnification) ASTMG754 0 M O Warranty and is available for'Warranty Plus'and 'Total (racking(7xmagnification) None None — — s• Systems' warranties for IB Roof Systems Authorized Crazing(7xmagnification) None None �7� P4 V l`rl Applicators. Linear dimension change,max% ASTMD1204 +/-0.5 -0.30MD U 0.02 XMD (;..,I..�;( Available Colors: Change in weight after immersion in ASTMD570 +/-3.0 0.9 U M White,tan,gray,red,green,and brown. water,max% .. Static puncture resistance ASTM D5602 Pass Pass I-� U F-1 F-- Approvals: Dynamic puncture resistance AS Approvals: Pass Pass W O ^ IB PVC membranes are listed with various component 'For reinforcing fabric only,elongation of PVC material shall be250%MD and 220%XMD C) I--I00 assemblies at UL and Factory Mutual (F.M. Global) for The tab—lepresentstypicalpropertiesoflBPVCmembranes.Requirements are taken from F- — — — — — — — — — — — — — — — — — — — W l� O fire,wind uplift and impact resistance.Visit our website for ASTM D4434-12. U 1�t links to these agencies and listings at:www.ibroof.com. Recycle Content U OD W W Pre Consumer 20% CLEVELAND:800.283.5262 I Q U U ATLANTA:800.929.9359 mmaI. Sheffield Metals DALLAS:877.853.4904 w SHED ROOF International DENVER:877.375.1477 U I 2 1 N 12 0 = � _I A -`,COMPANY SAN 10SE:408.916.3262 www.sheffieldmetals.com = � � IB '•of Systems,Inc. I www.lbrootcom •• :tt t I = a 5" STRAIGHT EDGE SLOPED ROOF I GUTTER O.H. Q( RAKE WALL I — — — I Q a I LL I LL USE CLOSED CELL SPRAY FOAM w LL NO VENTS ARE REQUIRED 0 I 0� < 0 FOR THIS AREA _J FLAT ROOF INSTALL (1) LAYER OF O Q1-- 4 IN 12 1 _6 1 IN 12 080 MIL IB SYSTEM O/ a O.H� I Zo USE 2 LAYERS = I I Q OF FR -50 MIN. O (D I I I UNDERLAYMENT } I I I w ICC/ESR REPORT )--( o I I I Q #2852 r� L LU I - - - I a_ JOH . I � � � — — RAKE WALL — — _ I SHED ROOF Zn T F ROOF O O 2 IN 12 = r� I � a 1 IN 12 � [� r J 4'-6" w /a L - - - - - - - - I - - - / FLAT ROOF FLAT ROOF FLAT ROOF 1 IN 1 1 IN 12 i a — — — — — A / O FLAT ROOF PREFAB METAL /1 IN 12 FACSIA PARAPET WALL 13'-8" FROM GRADE A.M. CHECKED 8.20.21 / t�CALE- 1t 1/4 - 1 -0 JOB NO. ROOF PLAN A5 SHEETS COMML nity Development Department REVISIONS BY Plz nning Division - Cupertino CUPERTINO APPR EXTERIOR MATERIAL LIST Case # R-2021- 37, A Approval Body Director/ Staff Approval Date 02/03/22 WALLS: PAINTED ACRYLIC STUCCO W/ Signature J Haase Case Mager IPE SIDING ACCENT E� ARC COLUMN: SMOOTH SLAB TILES FEATURE WALL: G ADITI MUKHERJEE F � LIC. C31611 ROOF: STANDING SEAM METAL ROOF REN: NOV. 2021 FLAT ROOF WITH PARAPET WINDOW: DARK COLOR ALUM CLAD DOUBLE PANE WITH CLEAR INSULATING °F GLASS WITH APPLIED MUNTIN BARS PER ELEVATION GARAGE DOOR: PAINTED/ STAINED CONTEMPORARY 0 I 0 0 DOOR OH DOOR N I � TRIM, FASCIA: PAINTED AZEK/ADVANTAGE w O 0 4'-g" 0U orn o GUTTER: 5" STRAIGHT GUTTER ti Z Q 0 2,_0„ 3'_4" DOWNSPOUT: PAINTED SHEET METAL w O p � � M d1 Ln DAYLIGHT DRIVEWAY: CONCRETE U PLANE WALKWAY: CONCRETE SLAB WITH GRAVEL W p Q � 00 - - - - - - - - - - - - - FILLED JOINTS ri H � EXTERIOR STEPS, STONE TILE N 10FT PORCH SLAB: Q U PORCH CEILING: 1 X 6 SQUARE CUT IPE SIDING d 0 0 0 EXTERIOR LIGHTS: CONTEMPORARY SHIELDED FIXTURES I I � LO 6'-4" - I-w-I Q ANY CHANGES TO THE APPROVED COLORS, MATERIALS, AND Q LEFT SIDE ELEVATION (NORTH) EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY E-+ THE CITY OF CU ERTINO PLANNING DIVISION PRIOR TO INSTALLATION/APPLICATION." w �D � w 0 �3 �D � oU o 0 0 In w rn 4'-6» N I to DAYLIGHT 4'—s" 6'-4" 0 _ DAYLIGHT PLANE I �, PLANE 10FT N 10FT Z 0 0 p N I , / 0 `n W � N N W I O o ww �6'-10-10" - 0 - - - - - - - - - - - - - - - - - - - - - - - - DRAWN - AM I I I DATE 0 2 4 6 8 12 FT.4'-2" . 8.20.21 SCALE 1/4" = 1 '-0" SHEET FRONT ELEVATION (WEST) A6 OF 5HEETS Commu ity Development Department REVISIONS BY Pla ning Division — Cupertino CUPERTINO APPROVED Case # R-2021-037, A Approval Body: Director/Staff Approval Date 1 02/03/22 Signature A] Haase Case Manager A Cj ADITI MUKHERJEE LIC. C31611 REN: NOV. 2021 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T� OF CAL\FOB 0MMMIN I - 0 c° I I - o 0 00 o w � � a, - - - - - - - - - - - - - �DOC 10FT - N 10FT H H 0 El P4 U o U C° o - � O Ln Ll L O � 0 2'-6" 1 6'-10" 6'-0" a - - - - - - - - - N - - - - - - - - - - - - -3 -6 - - - - - - - - - - - I--I M--I RIGHT ELEVATION (SOUTH) O w �D � w 0 �3 �D o o � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w � 15'-1" 0 I 0 in En I o rn I 00 DAYLIGHT 2'-6" o DAYLIGHT PLANELIL ;� PLANE 3' 6" 10FT 0; N 10FT a/ O 0 � 0 w I 1 a) _ m 0 0 ww 0 0 - - - - - - - - - - - - - - - - - - - — — - - - - - - - AM DATE 8.20.21 1/4" = 1 '-011 JUB NU. SHEET REAR ELEVATION (EAST) A7 OF SHEETS Comm �ity Development Department REVISIONS BY Pla ning Division — Cupertino CUPERTINO APPROVED Case# R-2021-037, A. Approva I Body Director/Staff Approva I Date 02/03 22 Signature Haase Ca a Manager C-)�,D ARC A/ V ADITI MUKHERJEE UC. C31611 —� REN: NOV. 2021 OF CAS BEDROOM 2 WALK IN MASTER BA HALLWAY DAYLIGHT DAYLIGHT w PLANE PLANE w - - - - - - - - - - - - - a, 10 FT 10 FT � � virxW ADU STUDIO ADU GREAT ROOM o t 00 GARAGE BA 0 0 0 Ll O � w � �D Q Q �D SECTION BB w Q U � Q � O o ATTIC w � Z �/1 0 DAYLIGHT DAYLIGHT PLANE PLANE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - KITCHEN IE: N LLJ BEYOND - m () 0 0 0co DRAWN ' STUDIO ADU DINING AM 0 0 HIGH o CEILING N 8020.21 N SCALE 1-�J � Z U. SHEET A8 OF SHEETS Community Development Department Planning Division Cupertino REQUIRED STATEMENTS MAY NOT APPLY AS THERE IS IRRIGATION Revisions Date By CUPERTINQ APPROVEE D NOTE: ALL Case # R-2021-037, EXISTING 6 FT TALL N O NEW PLANTING. EXISTING PLANTS ONLY. 1 Irrigation ' ontroller with rain sensing shut off device either integral or auxiliary required. ' ontroller to be outside -'l a INTERIOR SIDE of building. Exact location of the controller and weather sensor to be determined by the contractor. AND REAR F C RE IN Approva I Body: Director/Staff 2. Valve Boxes: Exact location of valves to be determined by the contractor based on site conditions and Approval ate 02/03/22 Mi . 2 "box Mtance'li Plant Material shall comply with the following: g appropriate p pp Ma ting Distance 15' apart underground utilities. Valves shall have Pressure Reducer and Filter a ro riate for Drip. A manual Shut Off Signature AJ Haase _ For residential areas, install climate adapted plants that require occasional, little or no summer water(average WU' OLS Valve shall be installed with Valve Nest. Case Manager M 0 I OoON plant factor 0.3)for 75% of the plant area excluding edibles and areas using recycled water. 3. Irrigation for each hydro-zone shall have a separate valve as indicated. Root Well Bubblers recommended for i o pSE each new tree. 15 - Mulch & Soil Preparation �I o 0 4. Manual Shut Off valves (such as a gate valve, ball valve, or butterfly valve) shall be installed as close as KL DESIGNS I,LC Q w 1 Incorporate compost at a rate of at least four cubic yards per 1,000 square feet to a depth of 6" into landscape area possible to the point of connection of the water supply. Residential Landscape Planning Podocar us racilio (2) p FT wCE p p pp y P 9 p g unless contra-indicated b a soil test.).p - ( y ) www.KLDesigns Biz Min. 15 gal, min 6' Max planting dist. 1 N��� N � 5. All irrigation emission devices must meet the requirements set in the ANSI standard, ASBABE/I' ' 802-2014. Kimberly LelChner P g _ o 04 _ 3) P oca pus gracilior 2 A minimum of 3" layer of mulch shall be applied on all exposed soil surfaces of planting areas except turf areas, creeping Award Winning Landscape Designer o = Min. 1 gal,min 6'ht y pp p p g p p g "Landscape Irrigation Sprinkler and Emitter Standard." g Max plq tin dist. 10' or rooting ground covers, direct seeding applications where mulch is contra-indicated. 't (408)910-3198 C) O 3 no turf present on this installation. 6. No sprinklers will be installed at this site. Kim@Ki_Designs-Biz x D J 2 Prior to planting, compacted materials shall be transformed to a friable condition. 7. For areas less than ten (10)feet in width in any direction shall be irrigated with subsurface irrigation or other II, VTmeans that produces no runoff. Only drip irrigation will be installed on this site. KL Designs LL� EACD A 3 For soils less than 6% organic matter in the top 6" of soil, add organic compost to planting areas equal to a rate of PR CTIO © T_ istr minimum 4 cubic yards per 1,000sf of permeable area to a minimum depth of 6" into the soil. 8. Irrigation shall be designed, maintained and managed to meet or exceed an average landscape efficiency of_,:77 o Q eetTr 70%. San Jose' A 95118 1 O 4. A soils report is required. IBA PO H PRO SE 9. Irrigation run times shall be scheduled between 8pm and 10am. Operation outside time window is allowed for ki m@KLDesignS.blZ RED UIRED SET CK rrigat a v n t be elocated auditing and system maintenance. c mm dat required ee Tree Protection SETBACK The following general tree preservation measures apply to all trees to be retained: No storage of material, top soil, 1ST.FLR. 10 A diagram or list of the hydro-zones shall be kept with the irrigation controller for subsequent management 01 01 vehicles, or equipment shall be permitted within the tree enclosure area, The ground under and around the tree canopy _2 IV TTT1?Pl'l NY Siarea shall not be altered. Trees to retained shall be irrigated, aerated and maintained as necessary to ensure survival.SE ft PROPOSED 11. At the time of final inspection, the permit applicant must provide the owner of the property with a certificate of SIDE SETBACK Landscape & Irrigation Maintenance completion, irrigation schedule and a schedule of landscape and irrigation maintenance. L 1ST.FLR. IFS 1. Maintenance may include but not limited to the following: routine inspection, auditing, pressure testing, adjustment, and HEAT repair of the irrigation system; top dressing with compost, replenishing mulch, fertilizing, pruning, replanting of failed plants, 12. An irrigation audit report shall be completed at the time of final inspection. PUMPS weeding, pest control. C: OVER HYDRO-ZONES 4"HIGH 15'-2" IM CONC. OSED 2ND.FLR. 5 2. Failed plants shall be replaced with the same functionally equivalent plants that may be size-adjusted as appropriate for NO NEW LANDS' APE PAD SETBACK the stage of growth of the overall installation. Failing plants shall either be replaced or be revived through appropriate EXISTING LANDS' APE WITH EXISTING ZONES ONLY PROPos 2ND.F � 9 9 9 p p 9 SIDE SE adjustments to water, nutrients, pest control or other factors recommended by landscape professional. x Static Water Pressure = 70psi S$ Provider: San Jose Water ;k NEW RESIDENCE NOTE: ALL Meter size 3/4" EXISTING 6 FT TALL s - Net Lot Area 6442 INTERIOR SIDE `S AND REAR FENCE TO REMAIN ,k Total Landscape Area 4093sfCIO New landscape area 742sf (� r1 1/z J \ Q O Q a LANDSCAPE WATER-EFFICIENCY IENCY MWEL ) APPENDIX - D CHECKLIST _ (ears only be used when aggregate landscape areas are 2,500 square feet or Tess) NEW - i ng S t Tree TWO CAR 0 Landscape _ Location on GARAGE NEW � 0 l� Design Measures PO H z Q o Parameter Plans Incorporate compost at a rate of at least four r ---- VISION 99. TOTAL P'�!�P�]'S�� �LD�Q11�A►.IR�A ���$,'11 S.�. � �. � cubic � lam` S' REENING 5 TRIANGLE Compost '1 ,000 $q_ ft� to a depth of 6 Inches into landscape area LANDS' APE > / BELOW 3FT ALLOWABLE FL-C AREA 898.9 S.F. .unless contra-indicated �b a soil test EXISTING ONLY O Q HT.DECO IV °� O WALL NEW ADU 387.4 S.F' en plants that regurire oCoas�onal; S' REENING 0 o w LANDSCAP littlelor no summer water (average t 'V'�COL plant factor 0.3 for LANDS' APE m 10 X 20 z Q EXISTING ONLY PARKING W K A 99.50 LOT COVERAGE. SUMMARY 75 of the plant area exdu�ding edibles and areas using recycled N EXI NF'J�'' FIRS] FL_OOld. 1372.E S-F.. Plant water_ _ w 18.5" LIA o NEW FRONT FORTH 78 _F. Water Use Non-residential: install climate adapted lams that require o W N DRIVEWAY x O Q) NEW W REAR PORCH 281-1 S_F_ � � Q O O �' occasional, little or no summer water (average �I'i�'UDOLs plant Subrahmanyam and N z P ERS Q o BA WINDOW 18_0 _F_ factor 0.3) for ' 00% of the plant area exelUding edibles and areas Subbalakshmidhulipala PAR °x 410 SF Q 13s s o O o POP 01JT %VINDOW AT KITCHEN 3_9 _F_ PARKI G w usinq recycled +i,+rater Residence A minimum 3-inch layer of mulch should be applied on all exposed S- REENING �+ �+ Mulch Soil surfaces of planting areas, except in areas ofturF or creeping LANDS' APE 1 080 S. Stellin Rd. SECOND FLL I 'iWE1 HANG U S.F. P EXISTING ONLY g 995 o=ar rooting round'covers, NE:'V� GARAGE �:��_� S.F.� � upertino � A i LL g� Mhos I OoON Total turf area shall not exceed 25% of the landscape area. Turf is S' REENING o TOTAL EA' E PROJECTION 160.7 _F. P LANDS APE Q O TOTALPROPOSED COVERAGE 2349-1 S.F. 36.4 % ,� not allowed in r'on} resldentlall projects EXISTING ONLY o Turf Turf (if utilized) is limited to slopes not exceeding 25% and is not S' REENING xisei r NEW l DU 3$�'_4 S_F_ used in ark a s less than 10 feet in widtl'� LANDS' APE O O -- EXISTING ONLY Turf, if utilized in parkways is irrigated by sub-surface irrigation or ether technology that prevents overseray or runoff. Irrigation controllers use evapotranspiration or soil moisture data YES 0 0 o FR NT YARD IMPERVIOUS AREA and utilize a rain sensor. EXISTING �( T I rri ation controller , r raI m mi n data will not be Fast due to an DRIVEWAY Q O CALCULATION:'1.�1 _ � � � YES z oREMAIN Irrigation interruption in the rimy ewer source. FRONT YARD IMPERVIOUS AREA PLANTS' REDUCE System Areas less than 10 feet in an direction utilize sub-surface irrigation CALCULATION: FRONT YARD AREA: 1099 SF � � a 9 YES FROTfREE5 BOTANICAL NAME COMMON NAME SIZE 07Y O �1�7�� DRIVEWAY- or other technology that prevents over; ra or runoff. NEW DRIVE AREA: 1089SF �+1C,�ryr 398 SF A private landscape submeter is installed of non-residential NEW DRIVEWAY: 410 SF �� NSA 0 4 8' 16' PAVERS Arbutus x 'Marina' 5td Arbutus Standard 24"box 2 P'EMEARLE PAVER landscape areas of 1,000 s . ft. or more, NEW WALKWAY: 135 SF Podocarpus gracilior Fern Pine 15 gal 5 W WALKWAY: 138 SF �IgflatlJre SCALE: 1 /8" = V-0" TOTAL IMPERVIOUS AREA: 545SF (50%) � TWAL TMP'UV'lOUS AREA: 138 SF (12.6' I) I agree to comply with the requirements of the prescriptive compliance option of the MWEILO per Appendix D_ Date: 081821 Drawn By: KAL VIEW SHIELD ZONE FOR BA' KYARD Signature of property owner or authorized representative Date Job No 1640 THESE PLANS ARE A SCHEMATIC ONLY AND ARE NOT CONSTRUCTION DOCUMENTS 0 1