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Combined Set_18.pdf0 0 Q 0 O ry _ 0 00 N O U z LU U S9 Q 0 0 Q 0 .27)N 0 U) R OWNER: = ALAJI VENKATACHARI, ED BA-LAJ- LAKEPTL-d] J 0 Z D DG�C11 0 so10260 3JED VJ o 1�OJEVAJqL))9 D �O�]OO G�9 CLQ g�0 cup)_E14 Lapp]357 o �Oo or-1 00�5 NOTE: PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM PER CRC CALIFORNIA RESIDENTIAL CODE SECTION R313, R313.2 INSTALL A NFPA 13-D FIRE SPRINKLER SYSTEM UNDER SEPARATE PERMIT. CONSULTANTS: CIVIL ENGINEERS - LAND SURVEYORS: GREENBUILDING ENGINEERS: SMP ENGINEERS I & A ENGINEERING 1534 CAROB LANE LOS ALTOS,CA 94024 1610 BLOSSOM HILL ROAD,SUITE "6A" TEL.(650) 941- 8055 FAX. (650) 941-8755 SAN JOSE,CALIFORNIA 95124 TEL:(408) 268-9337 FAX:(408) 268-1135 DESIGNER: GLUSH DESIGN GROUP 10435 WUNDERLICH DRIVE,CUPERTINO,CA 95014 TEL:(408) 899-6761 FAX:(408) 753-9160 OFFICE@GLUSHDESIGN.COM SCOPE OF WORK: DEMOLIITION AND REMOVALTHE EXISTING OLD BUILDING, GARAGE .AND CONSTRUCTION NEW TWO STORY RESIDENTIAL BUILDING z O — I— W Q Z V Gate of Htave 1 Cemetery RWL. RAIN WATER LEADER O.F.S OUT SIDE FACE OF STUD DS DOWNSPOT I.O.S INSIDE FACE OF STUD S/GD SINK WITH GARBAGE DISPOSAL O.0 ON CENTER SH. ENC. SHOWER ENCLOSURE CL CENTER LINE T.0 TIME CLOCK PL PLATE LINE LION. UNLESS OTHERWISE NOTED P.T. PRESSURE TREATED TYP. TYPICAL FL FLOOR VGDF VERTICAL GRAIN DOUGLESS FIR F.F.E FLOOR FINISH ELEVATION WMP WATERPROOF MEMBRANE FF FINISH FLOOR WD WOOD PR PAIR WDW WINDOW RIA RETURN AIR RM ROOM REFR. REFRIGERATOR W.W.F WOVEN WIRE FABRIC R/O RANGE OVEN GYP. BD GYPSUM BOARD MICR. MICROWAVE CEM. PL CEMENT PLASTER EX EXISTING H.B HOSE BIB CLG CEILING M/C MEDICAL CABINET BLDG BUILDING MTL METAL DWG DRAWING GLV GALVANIZED JST JOIST GSM GALVANIZED SHEET METAL BM BEAM N.I.0 NOT IN CONTRACT HDR HEADER W.I.0 WALK-IN CLOSET INSUL INSULATION L -� BOTT BOTTOM w�zz�>w PNL PANEL .� 0 CONC. CONCRETE W HomWead Rte . fw Voss Ave 10280 Scenic. Blvd, Cupertino. CA 95014 6 fafr% KP (.AM0 y COLM r Loodo `�,� Vrsto -_4 Dr pcv* to CL CA" 8A.Z4S NOa Tf e&* to 5W M Rainbow DI' -N& R[ DRAWING LIST Sheet Number Sheet Name AO Gardena Or Al STREET SCAPE & PHOTOS SITE PLAN & LANDSCAPE A2 A3 PRIVACY PROTECTION REQUIREMENT A4 FIRST FLOOR PLAN A5 SECOND FLOOR PLAN A6 ROOF PLAN A7 EXTERIOR ELEVATIONS A8 EXTERIOR ELEVATIONS A9 BUILDING SECTIONS A10 SECTION 3 4 G FIRST FLOOR CEILING PLAN Al2 SECOND FLOOR CEILING PLAN cr ROOM.WINDOW. DOOR SCHEDULES z AREA CALCULATIONS A15 SITE IMPERVIOUS AREA A16 LOT COVERAGE >� r�W as �� z CL iV onta Vista Stevens Creek Blvd C/) REAR 20'- 0 " De ,:a Cogs 359-999 v,v> Voss Ave 10280 Scenic. Blvd, Cupertino. CA 95014 6 fafr% KP (.AM0 y COLM r Loodo `�,� Vrsto -_4 Dr pcv* to CL CA" 8A.Z4S NOa Tf e&* to 5W M Rainbow DI' -N& R[ DRAWING LIST Sheet Number Sheet Name AO COVER SHEET Al STREET SCAPE & PHOTOS SITE PLAN & LANDSCAPE A2 A3 PRIVACY PROTECTION REQUIREMENT A4 FIRST FLOOR PLAN A5 SECOND FLOOR PLAN A6 ROOF PLAN A7 EXTERIOR ELEVATIONS A8 EXTERIOR ELEVATIONS A9 BUILDING SECTIONS A10 SECTION 3 A11 FIRST FLOOR CEILING PLAN Al2 SECOND FLOOR CEILING PLAN A13 ROOM.WINDOW. DOOR SCHEDULES A14 AREA CALCULATIONS A15 SITE IMPERVIOUS AREA A16 LOT COVERAGE APN #:357-08-045 FLOOR AREA TABLE: DRAWING LIST Sheet Number Sheet Name CG -1 CALGREEN CHECKLIST CG -2 CALGREEN CHECKLIST CG -3 CALGREEN CHECKLIST L1 CONCEPTUAL LANDSCAPE PLAN T-1 TOPOGRAPHIC SURVEY MAP FLOOR AREA FIRST FLOOR SECOND FLOOR TOTAL SQ.FT. LIVABLE AREA: 25500.1 15603.6 45124.7 GARAGE AREA: 471.9 ------- 471.9 � TOT L : 2 4, 575 Q NCLOSED PORCH: FRONT ENTRY REAR COVERED 293 POR .2 7 PATI 6 .3 [-Gli�iiliiS IZ 1,1 (n NET SIZE =10,264 SQ.FT ALLOWABLE =(%45 x 10,264) = 4,618.8 SQ.FT V PROPOSED ALLOWABLE AREA = 43575.6 W PROPOSED 2 01 S LOOR AREA RATIO: 16 3.6 SQF 972 SQF = 53. O FLOOR AREA RATIO (FAR): (1603.6 SQF + 2972 SQF) / (10,264S F)=44.57 6 NUMBER OF TREES TO BE REMOVED: THREE IN FRONT SIDE C ON �-:R D E ED) ZONING DESIGNAT-7.5 LAND USE DESIGNATION :RESIDENTIAL LOW DENSITY (1-5 DU/ac) ARCHITECTURAL STYLE OF THE PROPOSED HOME: MEDITERRANEAN STYLE TYPE OF CONSTRUCTION: OCCUPANCY GROUP: NO. OF STORIES: TWO STORY APPLICABLE CODES: 2016 CRC ,2016 CBC ,2016 CMC,2016 CPC, 2016 CEC , 2016 CALIFORNIA FIRE CODE ,2016 CALGREEN AND ENERGY CODES J ALLOWABLE COVERAGE%= SQF SQUARE % OF NET FOOTAGE LOT SIZE HOUSE COVERAGE : 1 29995.5 COVERED PATIO/PORCH : 1 293 EAVES & OVERHANGS: 1 250.3 TOTAL BUILDING COVERAGE: I 3,538.8 SETBACKS I FIRST FLOOR 1 2ND FLOOR I FIRST FLOOR W w REQUIRED REQUIRED PROPOSED Description v Date 1 Revision 1 J m209-011 Q I— FRONT SIDE GARAGE SETBACK 15'-0" 25'- 0 " 15'- 0 " Z m 0 V Q an I..RIGHT LEFT SIDE 15'-0" COMBINATION BUT NOT LESS THAN 5'-0" 151- 0" EACH SIDE 11'- 0 IV SIDE 5'- 5" W >� r�W as �� z O T C/) REAR 20'- 0 " 25'- 0 " 359-999 29.18 2.85 2.43 2ND FLOOR PROPOSED 43'-7" 15'-0" Q 10' — 11" 00 45' - 7" N co 10 o U Q J Q UL LLj >o T_ �=� Q_OOQ Q�=mU O zQZ LLI W Iry�U Q U) LU m Uo� °° NU w p z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker AO Scale w No Description v Date 1 Revision 1 Date 1 C wQ �" w � Z m 0 aw ~� 4 �LIj LW o >� r�W as �� z O T z � O 0 cna z O ' A = CD o' LO v,v> �� U� o z Q (D w � �= C oz n UO z W oo� Z "LE E� r w Oz w Z O1 QX �U w U) w U o� o LU �C� F7 w o U V vxn Qo � I Co L -� M Q) w�zz�>w .� 0 w z V) w o w O o0 Ln ) M .. ZD N �D Q) _ I— 10 o U Q J Q UL LLj >o T_ �=� Q_OOQ Q�=mU O zQZ LLI W Iry�U Q U) LU m Uo� °° NU w p z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker AO Scale w >_ w zz v a CD � C wQ �" w � Z m 0 aw ~� 4 �LIj LW o >� r�W as �� z O T z � O 0 cna z O ' A = U v,v> o � U� o z Q w � �= z oz n UO z W w IZD o CD r w Oz w Z O1 0,4 5_z w w U o �C� F7 w o U V vxn Qo Co L -� z��QQ 3G . N w� < 0 w�zz�>w � V) wJ n QJ w w z V) w LJQ Z S U Q H w O o0 wr � 0M 10 o U Q J Q UL LLj >o T_ �=� Q_OOQ Q�=mU O zQZ LLI W Iry�U Q U) LU m Uo� °° NU w p z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker AO Scale h RC1 a J• J i i -me , a j # 10280 SCENIC BLVD # 10250 SCENIC BLVD 0 F F I C K OF C0UItTy A55ESSOM — — S+t#sr* C L A R A COUNrr, CAL IFQfZN4i p_ d7 p0 1 MONTA VISTA SARI{ 5K. P PG. 19 1.-L►- 14375904 1O '! L k� x 4,arr OF dir+n,r 32,AU of 4 #+ } x F 13 ,4 ` ---'--}---- r � �' *•�'p y ff _ 13As r j a'ir-rte+ i#141F` ' �a¢}* � /l7p� + p. V} L y _ PCL, B �9' rgt`rt Y I 14 � 17x �!r k� ~•+ K�017 + / I ,14 k J}RIVERAf Y UTILI ' + C ka F** 15 k i I r -�� ; ' �eae: 3a MAN - x 1_4 Ij 411I W PCL A 71y I, � 2.3 +* a ± i 29 32 I ~ ~I 1 21 22 k CARMEN RDr 2: 9: gig R.0. S. 4939149 limit 1=11 U PARCEL MAP 11% fflmawam Ludea r- sTawE - T c*N" R* IV .MEMW pWWW top D,WOM weft 0- t T. #err- SIS 337. FQKD- 00 YyW 2018-3417 LU Z_ J H LU O a LU I w Z , No J I I a 0 I W LU I O o� w� 01 � I z a I I I m� I I 01 o" r' # 10300 SCENIC BLVD # 10280 SCENIC BLVD ADJA CENT NEIGHBOR # 10250 SCENIC BLVD EX/ST/NG PHOTOS EXISTING FRONT ELEVATION # 10280 SCENIC BLVD 10280 (PROJECT SITE) A DJA CENT NEIGHBOR IQ r-_ N # 10300 SCENIC BLVD 0 N r ) �� w No Description Date a 0 I �Q O o� w� z m� 01 o" GO O >I„ N LZ �10 4E:2-1 0 W zz na2z 111 O moo O �Q0 o 00-) Ln a_ w 1L -6J M = � rn M � j I� C OO CO z" r E w 7 V � 0 o_ x � o � U m r ) N N \ v/ 0 > W5_ a o 01 Un z rn afo Z LLF- � LL Q >V—) � p t U — o �^ VJ �7,J z M Iv M _ dJ W -0 00 W z ~O � 0 W n o � � o � O m LnZDM � O O � H rJ V �� w >w 2:2:Q� a 0 I �Q O o� w� z m� 01 o" GO O >I„ N LZ �10 4E:2-1 0 W zz na2z 111 c � � moo O LLI o o z a_ w 1L -6J r= Q zV)U �® Z 0 0 r �w w w was w s U a o 01 Un z rn afo Z LLF- � LL >V—) � p — o �^ VJ �7,J z > w 0 In dJ W W z ~O Q I- W n � � o � O m U o Q W>O Q Cly W Ln Q_OOQ O Z< z Lu 00 0 zW C/)U Q D v ' ) w J m U O °° NU W O Z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker Al Scale 1/8" = 1'-0" e f§77iEklmil� a.... KEEP EXISTING FENCE - 00 0 LO 0 0 21 CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS z MAX. SPACING EXISTING TREE TO REMAIN X Ln Q SEE LANDSCAPE PLAN �C "C Cy LO m � Q U 0 = 1 Q 7C n LJ X EXISTING TREE TO REMAIIW r- 00 L �f N QI O Q Q — N ,! I ❑ x I C o U a ti N9 SEE LANDSCAPE PLAN a �, N `�2. `n I 00 co ^o � Q rn n X a' X 'yN o I X � o N x � j I Q �I I - 10" 011PLANTERAREA II11 0 CO WALL 3HT FROM _GRADE SIDE U U 0 ❑ � U U _� d31S II■�3■i�11■ Al lmmmmm■■ ■ Ilm® I TO BE REMOV(D • • !•■.r r■ r rr■ ■ r• ■ r■ r O? •►r■ r■► ■r► ■ rV ■■ ■�■r 18 CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS MAX. SPACING —BUILDING ENVELOPE io' BOUNDARY LINE PING ST NE SECOND STORY ------------ EXISTING WOOD FENCE 10 - 11 Q X TREE TO BE REMOVED I� i GARAGE IREQUIRE S�T I BA,C a n _ O r n Q e Q U y Z X U .11 00 10 N } Z X I` oo I LI 2 PLANTER AREA f i 0o C° Q p X rn tQ Q ! Q' omQ i IQ r u J c0 �O LLJ N Q N�Cq u7 f Q c E U x ALAN SCLAN� o 1KEEP S g O QO x u� SS X co O � ass J z X ❑ OAS U SS ON _ OH m O+ X LLJ _ U U ON U SITE PLAN 1/811 /8„ = 11=011 _ MELALEUCA LINARIFOLIA - FLAXLEAF PAPERBAK PODOCARPUS GRACILIOR - FERN PINE 0 ITALIAN CYPRESS KEEP EXISTING FENCE FRUIT TREE _SS_ SIDE SS— SIDE W —G — WROUGHT IRON DOOR STUCCO WALL E 6' - 0" HEIGHT FROM NATURAL GRADE 2 MP. ELECT. MAIN PANEL I METER AND PHONE CK TV/CABLE UTILITIES -- GAS METER QUE AGR -36" INCH BOX OAK TREE x 0 m w x 0 l� I x n C, rn �� x d � C7 y + rn m m� Q SSS x ❑ ca U LLJSS o U SS C; 0 X OH OH OH m o � X U 0 LLi tq ❑ QUE AGR - 36" BOX OAK TREE SANITARY SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE W � S� oD aS' LLJ v OH SSOH 0 w U 0 L_J mm #4 TOP & BOTT. — AC UNIT OR GENERATOR 4" CONC. SLAB W/ #4 @ 12" OC EA. WAY a III III ;�•�- �� III—II� I I _III I� `, •-• "° .- - e � I � � ,- — PROVIDE 3" MIN. '_ III III III III III ' R g CLERANCEREBAR TO DIRTH TYP. • 'a. CONC. PAD SHALL BE p ._ PER CMC 1106.2. EXCEPTION (2) ('__2AC UNIT & GENERATOR PAD A2 ) 1 " = 1'-0" L a d CC cc C C\ ■i U) Q Q Q WHO Q U)W Q_00Q Q�=mU �JO zQ2UZ LU CO 0 z F--- W � C/)U Q D U) nW I..L m Uo� °° NU W O z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A2 Scale As indicated w Jp No Description Date w 2 Revision 2 04/09/2018 o0 0�LLYj NZ W O ww < n wwV W V)I— mN cl� Leh pZ Z O ' aw Um z Com z o_ Ld � cn V) >U) Q () Q � J=J� N Z 4 0 o p �t Q0 vi� oo J I j I � cy)0 M 06 2 F_Z Ln �U W ( Cn Z O :m C 0 0 0 U � O Z ZZ O w V Q x � � o J O,p :2zW DU 2 r C/) � V ! o > W W L �1 0 (fl Q = .0 v a U 7 L O) V) m (D rn Z 1OL Q Of e/ / aZ5 U) Q Z 0 LoQ M w Q) (n H=wU O � __J i _ QfoW r mw O m ■i U) Q Q Q WHO Q U)W Q_00Q Q�=mU �JO zQ2UZ LU CO 0 z F--- W � C/)U Q D U) nW I..L m Uo� °° NU W O z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A2 Scale As indicated w Jp Of mW w NL a �' o0 0�LLYj NZ W O ww < n wwV W V)I— mN cl� Leh pZ Z O ' aw Um z Com z o_ Ld � cn V) >U) Q () Q � J=J� N Z 4 0 Z Na vi� oo J I j U� D QW Z ��Q 06 2 F_Z Z UZ Z W ( UO O Z O :m Cr) ZZ O w � w EL V)� z� o wp J O,p :2zW DU 2 W _ D oo JZ O W aQ w6 U w zcn� a U m0 Z Z V) wN O Z 1OL Q Of e/ / 'w�mo QL��Up Q Z 0 Z > W U wJ N N pJ >_W w zwQz= (n H=wU Q H LL] wm _ QfoW r mw O m ■i U) Q Q Q WHO Q U)W Q_00Q Q�=mU �JO zQ2UZ LU CO 0 z F--- W � C/)U Q D U) nW I..L m Uo� °° NU W O z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A2 Scale As indicated 21 CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS MAX. SPACING EXISTING TREE TO REMAIN I✓ EXISTI L1TJ TO REIKAWV U C z oC< U Lo r- 07 0-00 a�_ V i 2 Ll J PROPOSED PRIVACY PLANTING TREES �n`Ca l U i i- 1 '� PRIVACY PROTECTION REQUIREMENTS A3 1 /8,. _ 1. _0.1 o,.a a N 18 CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS MAX. SPACING y BOUNDARY LINE MELALEUCA LINARIFOLIA - FLAXLEAF PAPERBAK PODOCARPUS GRACILIOR - FERN PINE ITALIAN CYPRESS FRUIT TREE QUE AGR - 36" BOX OAK TREE PROPOSED PRIVACY PLANTING TREES 0 z -11 -- QUE AGR -36" INCH BOX OAK TREE x X m M w x 0 CL LX— LJ r -- a d cc cc W Q Q Q W>o Q U) W Q_00Q Q�=mU �_3 O ZQZ LU CO >0Z� W � C/)U Q U) ^W I..L m U O °° NU W 0 Z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A 31 Scale 1/8" = 1'-0" Ld Jp No Description Date a �' o0 W L� 0< NZ L, ww �m Z m W I-- wV V) Z � Leh pZ Z O w0 mZ LLU Q w >' O (> Z w0 �� Ld = U Z L () Q >�, N J= N JH W W L3 :2 QD Z Q O cnz a - Z 1 Na 0Z O �� IL oo O�tQ0 D U� D aW Z _ (d H Z - M M �U � OO O n D0 Z C O O 0 U � O C� z O w N� U w EL O,p Z� O wp �_Z Q x Of W `Y�- V � � o LJ � U w A N N \ � U w V' /\ Q Wc O r Q = t U wN O Ow 7 L O) ZI Q m (D rn 3: QL W:2 E D Q Z Z5 Z > W O LJJ N U) w Z wQ Z = LoQ (n H�w w M Q) ELO W owwom —J O � i W Q Q Q W>o Q U) W Q_00Q Q�=mU �_3 O ZQZ LU CO >0Z� W � C/)U Q U) ^W I..L m U O °° NU W 0 Z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A 31 Scale 1/8" = 1'-0" Ld Jp Of >- w mW NL a �' o0 W L� 0< NZ L, ww �m Z m W I-- wV V) Z � Leh pZ Z O w0 mZ LLU Q w >' O (> Z w0 �� Ld = U Z L () Q >�, N J= N JH W W L3 :2 QD Z Q O cnz Z 1 Na 0Z O �� IL oo W A' D U� D aW Z _ (d H Z Z OZ Z W 0(rD OO O D0 Z / C� O w N� U w EL O,p Z� O wp �_Z W Of W `Y�- W OO U �'/fir' LJ 00 JZ O QQ : � w6 � U w li Q ZO O LO Z Z Z N wN O Ow ZI Q 3: QL W:2 E D Q Z Of Q Z > W O LJJ N w Z wQ Z = (n H�w w Q H wmU _ � ELO W owwom W Q Q Q W>o Q U) W Q_00Q Q�=mU �_3 O ZQZ LU CO >0Z� W � C/)U Q U) ^W I..L m U O °° NU W 0 Z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A 31 Scale 1/8" = 1'-0" STEPPING S' 0 0 Q 0 O ry 11 _ O 00 N O _U Z W U 0 0 Q 0 0 .27)N 0 L N MW 71' - 0" 3 ' 1' - 0" 14'-2" '-0" 15'-0" '-0" 15'-10" 1'-0" '-0" A10 18'-0" '-0" 2'-0" UP o w No Description v1_ � Date „ 0 o wQ oco w'� mo z 0" W� o Q Jo� LLJ = GO �� N n <® o 1..� ) ~ p NQ o 0 A' IL.Y` 0 O F M ^ v = 0 C J C 06 co Z "E7 O r ZU Oz w V � Q x � 0 U) w ) o > LU L.L as S2 LL w s U w nn U I ao �L d7 � m N 0) Z Q Q �F z � 0 0 0 N w dJ w 03' 4" LLJ V) Z = a Ln0 1, J � o m o o � � C� ti. 0 X_ F-1 FF1CD O r ' STEPPI PLANTER AREA' 2 - 6' 2' - 6" 0 1 C V REIS P TI EAR A I � F1 `L -. - 2s .. EJ R A I B Q w Cl) N a , F FT rT FT F 03' .4' i - r FT FT BID r ri — J —H n o N' ' O I ' 6" PUJA ROOM 10 16'- 10" 11 D 9 �T 13' 2" - 2 ' 14'0.. 1. ..CO) 11 8. - .4" 12 �I 0 ONE--_ N NOOK 12 ' I 1 I I I O - o ll I F I I SE CO F OOR LINE FIRE PLACE N x C I r 4 _ ST RAGE l r I 1 LIVING ROOM •' 14 1 O r i I FAMILY ROOM I I c GUEST ROOM �; ff' l 13 I I �? I TV r N GT - J - F �_ R2 o 2 E I I - C AT6„00 -ALE -4A9 I 1 - ----_-,� _____ r c CL TN - - - ---___---------------�-I _ — — — — — — — — — — r — — — -- r- 1 7--p 1 © 6'-8” 1 I� - ---- - - -- ______-- 2'- 10 l'- 0 9 -4 — — ,. -0 IJP 14'-0" 2' 4 -8 1 -0 T� I I 21'-0" I E ° .G EST TH I r - 00 I 3' - 2" - - iv 103' - 6" HALLWAY C e , I I;LO I I I f CLOSEtI ._ .. .. ._ .. .. .� 1 ._ .. .- .. I� II I I �, O ---- I 3 10 -2 7 0 -2 -0^— 13 0------- 3 5 N I I I I I N _ - 4 — _ :_ _ :� �_ II I I r� 1 2 - -CLOSET- r I - I = - BOOK SHE4 S 3 I I POW i I +I W n n 4' - 0 I L _ 9 -A- J ' - 0•• co 5'-10" 5'-4" 3 5'- c I 16 - I 1 I - c 15'-4" '1-0" 2'-0" I 19'-10" I i Of '• i 0 ENTRY HALL, ISLAND '0 I I -- a I 1 c I . H O - I I41) I I I 0 II r _ _ _ _ _ _ ' _ _ _ _ �7 _ �_ I I� IIN N I I LIBRARY i i DINING ROOMI I KITCHEN I IG 1 1 2 0 11 1 0 9 IG I 14 14 I I I _' I 6" I I 16' - 8" ' I- - L LO I° L L I I 2'-10 _ L G_ o . o , -RYPORCII — - c —c 5,;6„— FOUND 16 .. I o l UD RM 8- _ 8� 8. _ 0” = FUR ' 3, _ 4„ ie- 19 io AT AT O O AT 1 2' _ 8 AT ih T AT 17 V - 8' 18 O 18 STORAG N FOUNDATION LIN BELOW _7 A A 02' A A SEA - - - 21;t 2,6 Al 2.6 UP 2�6" Al -6� „ 'L 1 01' 11„ 0 _ „ 2'-6" 0 - „ 0 _ 2'-6" 0 - UP -- 20 1 - iv 5'-4" 3'-4'. 19 A9 � 20'-8" 2 CAR GARAGE N 00 N 22 102'- 0" SLOPE: 1/4" PER FT N 2 CAR GARAGE 20 N N N -' r.N T T co OC co -0" 3'-0" 11'-0" 3'-0" 7'-4" 3'-0" 10 FIRST FLOOR 1/41111 = 1'-0" CT 11'-0" 3'-0" 7'-0" 5'-4" 10'-0" 5'-4" 71' - 0" NOTE: MOLDINGS AND TRIMS ARE NOT SHOWN FOR CLARITY OF DRAWING. IG STONE ABOVE ►_ ■ Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A4 scale 1/4" = 1'-0" w No Description v1_ � Date 0 o wQ oco w'� mo z 0" W� o Q Jo� LLJ = GO �� N n <® o 1..� ) ~ p NQ o 't(_0 A' IL.Y` O O 6 LnM O F M ^ v = 0 C J C 06 co Z "E7 O r ZU Oz w V � Q x � 0 U) w ) o > LU L.L as S2 LL w s U w nn U I ao �L d7 � m N 0) Z Q Q �F z � 0 0 0 N w dJ w o LLJ V) Z = a Ln0 1, J � o m o o � � C� ►_ ■ Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A4 scale 1/4" = 1'-0" w >_ w zz v1_ � 0 o wQ oco w'� mo z 0" W� o Q Jo� LLJ = GO �� N n <® o 1..� ) ~ � Z L NQ o O O LI 0- _)�o O Z~ J Z N o -i Z LL. O � O r ZU Oz w w g� _ U) w ) L.L as S2 LL w s U w nn ao 'ZzZ � Ow Z Q Q �F z > 0 0 N w dJ w LLJ V) Z = a 1, �� o � o m ►_ ■ Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A4 scale 1/4" = 1'-0" 0 0 Q U- 0 0 000 N O _U Z w U Q 0 U J E Cz W LL 3 61'-6" A10 2'-0" 41'-6" 3'-0" 15'-0" — L I I ILn Ico I — 1 I r 7' -6 ••LU x1M1L_ O L ' co --- �` -- ------ --- M I ZD 11 -14'70 ri6 t° I I I(>0i 33 I - I .. SITTING r— I I 2- 8 I AREA II I II II P o II II � N r I I I I I 7-7 i t io o -- - - -- I- pi 17'-0" 10'-8" 6'-2" + 3'-0" 14'-6.� I r I rr f ' o LAUNDRY I o T _ STORAGE 4 I MASTER BEDROOM I q ir, 24.It o- I N I 33 I it o o � N 0 I B 0 �I I - � - -- I bo UPPER DOOR ' I N SH - 11tF N 11 Oil j i 28 , m — —moo T -3 0 6lL NF= / N LOFT I I I I F 34 I I z z i' 26 I I I I '_ 3-0 3._3._"c 6,i8.._ 10'-4" I I 14'-0" iv I l0 6'-0" iv 9'-8" 747 '-0" I I - 0 0� 7 ' I I b BA AN11 I HALLWAY 2 114'- 6" in I I' WALK IN CLOSET Z OilI I 10'-4! " I 1' I.4" 27 m Z J 25 _ I.. DEC. _ , , oo _ — '� �� z — — NICHE — — — _ ~off T - �L— _--�I 24 N N 29 iI I i z� �o N I I LL 6D —� _ Q N � I LLJ Z Na 20: O I I� MASTER ATH I I N 9-0 � I c c I k UT�E o �L o OPEN L 37 r _. ��°° 31 32 I I =I Q LL ' I BELOW - N N r _O CV I I z Z iv 12'-6" oil 2' 10" 0'-8� 7'-0" 0'-8" 2'-0" os 1 - �5'-6" 1 7'-0" -10" 8'-0" I I ih � „o Q it BATH 2 i i z BEDROOM # 3 BEDROOM # 2 2 t I I w I I 22 28 30 I I I C° SHOWER i I U te= O I �o � o I _ - 2 - 0 I VUa ��w^^ Q 13'-0" 3'-9" 3'-9" 2'-0 6'-10" EA 9'_8" � L K I a Z "' VJ Z C'n - - - 114' 4„ '-- 114-4' I �I II 4'-10' �� II oFo >� CV BALCONY I -- O II II 1�---�I °' N�rw_ ' w � z wQ z V) w U_ Q CD r =�[Ifo L-� a�om _ II II A9� - - �______ J I I II II 2 it li � I �I li Q - / O 1'-0" '-0" 9'-0" 1'-0' '-0" 11'-4" 1'-0' '-0" 9'-0" 1'- 1 -0" 14'-6 I 9'-8" I I W W '007 0I II Q U) J 61'-6" I V O Q U II II � � O II II J I ; Z < C) z I I w m NOTE: MOLDINGS AND TRIMS ARE NOT SHOWN FOR I I i > CLARITY OF DRAWING. I I I I^LJJ r l i i t Q �J JD U UJ �I li Q U II I m O I II � U I I W O II II z II II II II O II I 1 SECOND FLOOR -- __�-�___ A5 1/4 VV _ 1, _0,. Q M N O M O N Project no: SHI Date No Description Date 2 Revision 2 04/09/2018 A5 Scale 1 /4" = 1'-0" O � � O 6� I - � M V � Cj � C O O CO z"�� V Qx U) %, N N \ v/ 0 > C r U I m N � � o V 3 61'-6" A10 2'-0" 41'-6" 3'-0" 15'-0" — L I I ILn Ico I — 1 I r 7' -6 ••LU x1M1L_ O L ' co --- �` -- ------ --- M I ZD 11 -14'70 ri6 t° I I I(>0i 33 I - I .. SITTING r— I I 2- 8 I AREA II I II II P o II II � N r I I I I I 7-7 i t io o -- - - -- I- pi 17'-0" 10'-8" 6'-2" + 3'-0" 14'-6.� I r I rr f ' o LAUNDRY I o T _ STORAGE 4 I MASTER BEDROOM I q ir, 24.It o- I N I 33 I it o o � N 0 I B 0 �I I - � - -- I bo UPPER DOOR ' I N SH - 11tF N 11 Oil j i 28 , m — —moo T -3 0 6lL NF= / N LOFT I I I I F 34 I I z z i' 26 I I I I '_ 3-0 3._3._"c 6,i8.._ 10'-4" I I 14'-0" iv I l0 6'-0" iv 9'-8" 747 '-0" I I - 0 0� 7 ' I I b BA AN11 I HALLWAY 2 114'- 6" in I I' WALK IN CLOSET Z OilI I 10'-4! " I 1' I.4" 27 m Z J 25 _ I.. DEC. _ , , oo _ — '� �� z — — NICHE — — — _ ~off T - �L— _--�I 24 N N 29 iI I i z� �o N I I LL 6D —� _ Q N � I LLJ Z Na 20: O I I� MASTER ATH I I N 9-0 � I c c I k UT�E o �L o OPEN L 37 r _. ��°° 31 32 I I =I Q LL ' I BELOW - N N r _O CV I I z Z iv 12'-6" oil 2' 10" 0'-8� 7'-0" 0'-8" 2'-0" os 1 - �5'-6" 1 7'-0" -10" 8'-0" I I ih � „o Q it BATH 2 i i z BEDROOM # 3 BEDROOM # 2 2 t I I w I I 22 28 30 I I I C° SHOWER i I U te= O I �o � o I _ - 2 - 0 I VUa ��w^^ Q 13'-0" 3'-9" 3'-9" 2'-0 6'-10" EA 9'_8" � L K I a Z "' VJ Z C'n - - - 114' 4„ '-- 114-4' I �I II 4'-10' �� II oFo >� CV BALCONY I -- O II II 1�---�I °' N�rw_ ' w � z wQ z V) w U_ Q CD r =�[Ifo L-� a�om _ II II A9� - - �______ J I I II II 2 it li � I �I li Q - / O 1'-0" '-0" 9'-0" 1'-0' '-0" 11'-4" 1'-0' '-0" 9'-0" 1'- 1 -0" 14'-6 I 9'-8" I I W W '007 0I II Q U) J 61'-6" I V O Q U II II � � O II II J I ; Z < C) z I I w m NOTE: MOLDINGS AND TRIMS ARE NOT SHOWN FOR I I i > CLARITY OF DRAWING. I I I I^LJJ r l i i t Q �J JD U UJ �I li Q U II I m O I II � U I I W O II II z II II II II O II I 1 SECOND FLOOR -- __�-�___ A5 1/4 VV _ 1, _0,. Q M N O M O N Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A5 Scale 1 /4" = 1'-0" PLATE HEIGHT 10'-0" FROM FIRST FLOOR (ROOF LEVEL AT 11'- 0") A9 PLATE HEIGHT 10'-0" FROM FIRST FLOOR (ROOF LEVEL AT 11' - 0") 0 0 Q 0 O ry 0 co N O _U z W U 0 U) 0 Q 0 0 2) N 0 U) D X PLATE HEIGHT 15'-0" PLATE HEIGHT 10'- 0"FROM FIRST FLOOR FROM FIRST FLOOR —1 i (ROOF LEVEL AT 11' -0") 4:12 SLOPE PLATE HEIGHT 15-0" FROM FIRST FLOOR =.J1 =_- 4:12 SLOPE I— LATE HEIGHT 8'-0" I I OM SECOND I I FL R I I I� II 5:12 SLOPE I L_ I I Jill 12 SLO I I I Ik I II---- �— � I II --�K• I I I II II II I _ J 11 II I , I I I II I L_------- JL. I I 8'-0" FROM SECOND r FLOOR 5:12 SLOPE 5:12 SLOP 5:12 SLOPE PLATE HEIGHT 8'-0" FROM SECOND FLOOR uL PLATE HEIGHT 15'-0" FROM FIRST FLOOR kl I I IE 4:12 SLOPE I I i � I PLATE HEIGHT 8'-0" FROM SECOND FLOOR 5:12 SLOPE 3 A10 PLATE HEIGHT 10'- 6" 4:12 SLOPE FROM FIRST FLOOR 1\ \ ALCONI II II � II t+ II 4:12 SLOPE I � i F I � I III 5:12 III PLATE HI FROM SE I I FLOOR _ J_J I _ J + � I CONC. "S" TILES ROOFING CONC. "S" TILES ROOFING CONC. "S" TILES ROOFING l 5:12 SLOPE 11 11 � al 1� PLATE HEIGHT T-0" i FROM SECOND II FLOOR 5:12 SLOPE PLATE HEIGHT 9'-6" FROM SECOND FLOOR 9'-6" 5:12 SLOPE PLATE HEIGHT 10'- 6" FROM FIRST FLOOR i L J I I I I I 4:12 SLOPE 5:12 SLOPE i I II I I PLATE HEIGHT 8'-10" I I FROM SECOND I FLOOR I II I I I 1 CONC. "S" TILES ROOFING PLATE HEIGHT 8'-0" I I I FROM SECOND �J II LOOR f I I 5:12 SLOPE l l I I I II II Ir_,__ II II II I � PLATE HEIGHT 8'-0" 5:12 SLOPE 5:12 FROM SECOND I FLOOR 5: SLOP 1 1 II PLATE HEIGHT 8'-0" FROM SECOND FLOOR — --- ,�-- �- BALCONY 1.. 4. - 14'- 4 6" THICK PARAPET WALL 1 ROOF PLAN A6 1 /4" = 1 ' -0" — J L — _ ! ' 5:12 SLOPE I I --------,T II -- :1 SLOPE ----- II I PLATE HEIGHT 8' - PLATE HEIGHT 10'- 0" I I FROM SECOND FROM FIRST FLOOR I I FLOOR (ROOF LEVEL AT 11' - 0") I I r — _ _ 6" THICK I �— — — — — — J r � L_ PARAPET WALL I F PLATE HEIGHT 10'- 6" FROM FIRST FLOOR I� PLATE HEIGHT 10'-0" FROM FIRST FLOOR I (ROOF LEVEL AT 10' - 6") II pit II II II l II I� I� I� II II II II II II 4:12 SLOPE 4:12 SLOPE II � II II II CONC. "S" TILES ROOFING II PLATE HEIGHT 9'-8" I I FROM FIRST FLOOR 11 11 II 11 II II � 4:12 SLOPE I II II II II II II I 4:12 OPE 4:12 OPE I NOTE: MOLDINGS AND TRIMS ARE NOT SHOWN FOR CLARITY OF DRAWING. 4:12 SLOPE PLATE HEIGHT 9'-8" FROM FIRST FLOOR PLATE HEIGHT 9'-8" FROM FIRST FLOOR co 00 0 N r co w II I 5:12 SLOPE 2 Date II PLATE HEIGHT 9'-6" II FROM SECOND FLOOR Il II 5:12 SLOPE II II I I Il II PLATE H HT 9'-6" Il II II I FROM SEC I FLOOR m o aw 5:12 SLOPE i I II I I PLATE HEIGHT 8'-10" I I FROM SECOND I FLOOR I II I I I 1 CONC. "S" TILES ROOFING PLATE HEIGHT 8'-0" I I I FROM SECOND �J II LOOR f I I 5:12 SLOPE l l I I I II II Ir_,__ II II II I � PLATE HEIGHT 8'-0" 5:12 SLOPE 5:12 FROM SECOND I FLOOR 5: SLOP 1 1 II PLATE HEIGHT 8'-0" FROM SECOND FLOOR — --- ,�-- �- BALCONY 1.. 4. - 14'- 4 6" THICK PARAPET WALL 1 ROOF PLAN A6 1 /4" = 1 ' -0" — J L — _ ! ' 5:12 SLOPE I I --------,T II -- :1 SLOPE ----- II I PLATE HEIGHT 8' - PLATE HEIGHT 10'- 0" I I FROM SECOND FROM FIRST FLOOR I I FLOOR (ROOF LEVEL AT 11' - 0") I I r — _ _ 6" THICK I �— — — — — — J r � L_ PARAPET WALL I F PLATE HEIGHT 10'- 6" FROM FIRST FLOOR I� PLATE HEIGHT 10'-0" FROM FIRST FLOOR I (ROOF LEVEL AT 10' - 6") II pit II II II l II I� I� I� II II II II II II 4:12 SLOPE 4:12 SLOPE II � II II II CONC. "S" TILES ROOFING II PLATE HEIGHT 9'-8" I I FROM FIRST FLOOR 11 11 II 11 II II � 4:12 SLOPE I II II II II II II I 4:12 OPE 4:12 OPE I NOTE: MOLDINGS AND TRIMS ARE NOT SHOWN FOR CLARITY OF DRAWING. 4:12 SLOPE PLATE HEIGHT 9'-8" FROM FIRST FLOOR PLATE HEIGHT 9'-8" FROM FIRST FLOOR co 00 0 N r co 1 ■■ vJ J W>O Q C W Q_OOQ Q�=mU O zQ2Uz LU WC/) (—) Q D U) Lu m UOQ °° NU LU O Z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A6 Scale 1/4" = 1'-0" w No Description 2 Date Q� co m o wQ o� w'� z� z m o aw 0 ( W� z 4) O _ GO >m N 7 :2® 0 L m,F) j ~J p U) Z (D lff:� m o 0-)� Ln I - M ^ V -0 � Ln Cj � F- 0 0 o co z o� 0 E O r 0 o_ x r ) N N \ v/ 0 > W 0)m c r Q ,o t U I •L rn w s Owe m 0 m No oz CD � 0 z LL1Qam o Z > Ln0 0�� 0 N w dJ w M w z ~O LJQ z = Q H 0 0 V LJY L0-omn1. O m 1 ■■ vJ J W>O Q C W Q_OOQ Q�=mU O zQ2Uz LU WC/) (—) Q D U) Lu m UOQ °° NU LU O Z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A6 Scale 1/4" = 1'-0" w zz 2 Q� co m o wQ o� w'� z� z m o aw 0 ( W� z 4) O _ GO >m N 7 :2® 0 L m,F) j ~J Z � U) Z (D lff:� moo 0 o � o z LLw IZJO � z �= Q N w® Z � o� 0 O r Oz w � m m� Ep ,o w s Owe U w nn Cn No oz CD - z LL1Qam Z > 0�� 0 N w dJ w w z ~O LJQ z = Q H w LJY L0-omn1. O m 1 ■■ vJ J W>O Q C W Q_OOQ Q�=mU O zQ2Uz LU WC/) (—) Q D U) Lu m UOQ °° NU LU O Z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A6 Scale 1/4" = 1'-0" SE 11� FIF ' 10: TIP.' --V(2 124' - 0 TP. 8'- 0X2) 1 122' - 6" SECOND FLO 114'-6" TP. 10'-6" 114' - 0" TIP. 9'- 0" _ 112'- 6" FIRST F 103' - 6" yl PRECAST STONE u lv. -Y NATURAL GRADE 12 l 5� PRECAST STONE ® _ 12 5� 42" H I H WRO GHT IRON RAILINGS TYP. 12 4 FAKE RAFTER TAIL 128'- 5" 12 1752' _ r" NOTE: THE PURPOSE OF THIS DRAWING IS TO SHOW ARCHITECTURAL ELEMENTS OF THE BUILDING. FOR ALL OTHER STRUCTURAL ITEMS AND THEIR SIZE CONFIGURATIONS, COORDINATE AND FOLLOW STRUCTURAL DRAWINGS. SOME WALLS SHOWN HERE MAY EXTEND TO THE CEILING OR ROOF, SOME MAY TERMINATE UNDER CEILINGS, VERIFY AND FOLLOW STRUCTURAL DRAWINGS FOR ALL STRUCTURAL WALLS, FOUNDATIONS / FOOTINGS, CEILINGS, ROOF STRUCTURE, BEAMS, GIRDERS. 1' - 6"(2) 124' - 0" 12 122' - 6" V NATURAL GRADE WEST ELEVATION A7 ) 1/4 11 _ 1111=0111111 IGHT :6' -0" NATURAL GRADE WALL FLOOR 103' - 6" /EL o.. Ld Jp No Description Date iiiiiiiiiii�e�e►��■e�e�e� ■=��■�eiiiii�� Q �' o0 L� O L, _ NZ ww �m m � W w� �/ / mN z I00� oz z t - O mZ Q w LLU o� ` 3 z m o_ ,o � >V) cn Q L3 JH Z I Z � Na o O �t m �� o rn o j U� o QW W W J_(10j Z F-= Q - M n0 Ln ~ Z v� ry W � UO O c o c m U O O z O O � w 0 Q x � w d O V) ZE m wp • Of :2Z w EL C/) r N N \ LJ =I` DJZ V � W ao� w6O w Q Q = .0 m U O mOZZ 7 L O) N wN O O m (D rn Z � L Q 1 �j ' W� E C:)Q Z5 L�MUp U) d D Z J W O wJ N N pJ -, W M LL, Z wQ Z = (n H�wU Q H w r_—J V i _ L"O W r m mw O m ISTUCCO WALL FIRST FLOOR �. 1 1752' _ r" NOTE: THE PURPOSE OF THIS DRAWING IS TO SHOW ARCHITECTURAL ELEMENTS OF THE BUILDING. FOR ALL OTHER STRUCTURAL ITEMS AND THEIR SIZE CONFIGURATIONS, COORDINATE AND FOLLOW STRUCTURAL DRAWINGS. SOME WALLS SHOWN HERE MAY EXTEND TO THE CEILING OR ROOF, SOME MAY TERMINATE UNDER CEILINGS, VERIFY AND FOLLOW STRUCTURAL DRAWINGS FOR ALL STRUCTURAL WALLS, FOUNDATIONS / FOOTINGS, CEILINGS, ROOF STRUCTURE, BEAMS, GIRDERS. 1' - 6"(2) 124' - 0" 12 122' - 6" V NATURAL GRADE WEST ELEVATION A7 ) 1/4 11 _ 1111=0111111 IGHT :6' -0" NATURAL GRADE WALL FLOOR 103' - 6" /EL o.. 75 G /�2 VJ Q Q V w>o LU Q_00 Q�=mU �_3 O zQ2Uz LU CO 0 Z [—.- W � �U Q D U) ^W I..L m Uo� °° NU W 0 z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A7 Scale 1/4" = 1'-0" Ld Jp No Description Date LS NL Q �' o0 L� O L, _ NZ ww �m m � W w� �/ / mN z I00� oz z � wO O mZ Q w LLU o� ` 3 z m o_ ,o � >V) cn Q L3 JH Z Z � Na o O �t m �� o rn o j U� o QW W W J_(10j Z F-= Q - M n0 Ln ~ Z v� ry W � UO O c o c m U O O z O O � w 0 Q x � w d O V) ZE m wp � � o Of :2Z w EL C/) r N N \ LJ =I` DJZ V � W ao� w6O w Q Q = .0 m U O mOZZ 7 L O) N wN O O m (D rn Z � L Q �j ' W� E C:)Q Z5 L�MUp U) d D Z J W O wJ N N pJ -, W M LL, Z wQ Z = (n H�wU Q H w r_—J V i _ L"O W r m mw O m 75 G /�2 VJ Q Q V w>o LU Q_00 Q�=mU �_3 O zQ2Uz LU CO 0 Z [—.- W � �U Q D U) ^W I..L m Uo� °° NU W 0 z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A7 Scale 1/4" = 1'-0" Ld Jp [if mw LS NL Q �' o0 L� O L, _ NZ ww �m m � W w� �/ / mN z I00� oz z � wO O mZ Q w LLU o� ` 3 z m o_ ,o � >V) cn Q L3 JH Z Z � Na oo �� J o j U� o QW W W J_(10j Z F-= Q ~ Z Z UZ Z ry W � UO O O ZZ z O O � w 0 � w d O V) ZE m wp _ ry Of :2Z w EL O DU 2 W LJ =I` DJZ 0= 0 � O QQ L' w6O w Q I N Z) (D O mOZZ N wN O O W Z � L Q �j ' W� E C:)Q L�MUp Q Z d D Z J W O wJ N N pJ -, W LL, Z wQ Z = (n H�wU Q H w wm _ L"O W r m mw O m 75 G /�2 VJ Q Q V w>o LU Q_00 Q�=mU �_3 O zQ2Uz LU CO 0 Z [—.- W � �U Q D U) ^W I..L m Uo� °° NU W 0 z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A7 Scale 1/4" = 1'-0" 0 r) Q LL O O 00 N O _U Z LU U 0 0 Q 0 0 .27)N 0 L N TP. 9' - 6"(2) 124' - 0" r LA TP.15'- 0" 118'-6" SECOND FLOOR, 114' - 6" TP. 10'-6" 114'-0" FIRST FLOOR 103' - 6" SECOND FL R s 114' - 6" 113- 928„ 0 r V IPRECAST STONE CORBELS FIRST FLOO 103' - 6" GARAGE LEV 102' - 0" ' NATURAL GRADE 12 4 HEIGHT :6' -0" FROM NATURAL GRADE FAKE RAFTER TAIL STUCCO NORTH ELEVATION As 1/4 go _ 1._09. TP . 8'-10" 2) 123' - 4" TP. 8'- 0"(2L 122' - 6" GALVANIZE MTL. t GUTTER -- PRECAST STONE 12 5 SOUTH ELEVATION As ) 1/4 vv = 1 1=0" to 0 CV STUCCO i STUCCOFAKE RAFTER TAIL 12 4� ti ti �`— STEPPI G STONE TP. 9-62 124' - 0" TP.15'- 0" SECOND FLOOR 114' - 6" TP. 10'-6" 114'- 0" 'FLOOR 103' - 6" Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A8 Scale 1/4" = 1'-0" w No Description � Date 0 1 O 0 U) D� z Z � � z O m� 0" 0 W� O 4 = Q 0 > ~ o w z� NQ p Pm O � U m o 0-)� Ln I w�Z W lzJ � z M ' ^ 0v � U� c 0o co z"E� r OZ w W W W � 0 0_ x V � 0 � U w r ) N N \ v/ 0 > wc ao afo zz r Q -- .2 U z viw��0 D : m z m N O oowJ w Cn U w U� Q H 0 w O � O o N M � M .. J N Q:: � o V Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A8 Scale 1/4" = 1'-0" w �w ZZ Q2: � 0 1 O 0 U) D� z Z � � z O m� 0" 0 W� O 4 = Q 0 > ~ o w z� NQ w� Pm O � U w�Z W lzJ � z H= Q N W ® Z � O� :;z:Z<n O V) O r OZ w W W W � 0� w0 w E li w LJ as ws 1�z V w n1 ao afo zz 0�� W z viw��0 a a z > oowJ w Cn U w U� Q H w O ,ry o � O m Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A8 Scale 1/4" = 1'-0" 0 r) Q 0 O ry In O 00 N O _U z W U 0 U) 0 Q 0 0 I) N N 0 L N D Mw EXISTING GRADE 101.8 NATURAL 12 5 CONC. GALVANIZE MTL. 17 77 =I.-.. GALVANIZE MTL. GUTTER — _ — - GUTTER — TP0" 2 _ _ -'-'•� _ - - TP.8'-0" 2 $:122' - 6" - 122' - 6 TP 121' - 6" � STORAGE TL GUTTER GALVANIZE M 42" HIGH _ C .' ... ,-.... . .....r.. ..... TP. 15% 0" co 118' - 6" co WROUG T IRON O RAILING TYP. j� FAKE RAFTER PiL iio ENTRY OND FLOOR HALL ECOND FLOOR1ASEC 114' -k6"I/ 114' - 6" 0 FIRST FLOOR 103'- 6" PRECAST STONE CORBELS SKY FRI DLY LIG FIXTURE LIVING ROOM o r 0 ick 0 18" CLR., �i �•' CRAWL SPACE - - — ILI LII- 11-1 I NATURAL GRADE (�_1 Section 1 A9 1 /4„ _ 1. _011 FIRST FLOOR 103'-6' 12 �5 CONC. "S" TILES ROOFING NOTE: THE PURPOSE OF THIS DRAWING IS TO SHOW ARCHITECTURAL ELEMENTS OF THE BUILDING. FOR ALL OTHER STRUCTURAL ITEMS AND THEIR SIZE CONFIGURATIONS, COORDINATE AND FOLLOW STRUCTURAL DRAWINGS. SOME WALLS SHOWN HERE MAY EXTEND TO THE CEILING OR ROOF, SOME MAY TERMINATE UNDER CEILINGS, VERIFY AND FOLLOW STRUCTURAL DRAWINGS FOR ALL STRUCTURAL WALLS, FOUNDATIONS / FOOTINGS, CEILINGS, ROOF STRUCTURE, BEAMS, GIRDERS. 5 GALVANIZE MTL. GUTTER TP. 9, - 6"(2) AL TP. 8'- T J 122'- 6" .i I -II ,� $ Jh_SECOND FLOOR 114' �" STEPPING STONES FIRST FLOOR 103' - 6" NATURAL GRADE I _�' I I I I IL- I I 1 4 I 2 Section 2 ��91/4 go = 1 ' -0" I1 I'll I III - II�� EXISTING GRADE 101.7 1 rm U) i Q Q V W LLj >O Q_OOQ Q�=mU �J U O z < 2i z >�Oz� �_WC/) � U Q DU)^W I..L m UOQ °° NU w O z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A9 Scale 1/4" = V-0" w No U -E � Description Date m O wQ o w= U) 1�3 o z aw z Z m 0Lui O ( z4) O � = GO >m N �® o wL z � Q Z C/)z W p moo O �� o� � m o J-)� Ln I w � _ M ^ v = � M Cj � V c 0 o co zUz:0 :;z:Z� r Oz w _ W n V � 0 o_ x � o U) ) N N \ v/ 0 > W0)m c r Q � t U I W C-) vr✓ L rn No m Q) rn 0 ow z V) � 0 �^ >w o V J Cn dJ W Ln0 W z w LJQ Z = Q H J N m � o (D 1.O m 1 rm U) i Q Q V W LLj >O Q_OOQ Q�=mU �J U O z < 2i z >�Oz� �_WC/) � U Q DU)^W I..L m UOQ °° NU w O z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A9 Scale 1/4" = V-0" w w z z U -E � m O wQ o w= U) 1�3 o z aw z Z m 0Lui O ( z4) O � = GO >m N �® o wL z � Q Z C/)z W Y) moo O o� � o � z w � _ �= Q r� z N Z V W® O 0O Z :;z:Z� r Oz w _ W a a-0 Ap w J Ap o J'_ W C-) vr✓ m No �oz 0 ow z V) aa LLQ m 0 >w o N Cn dJ W W z w LJQ Z = Q H w~O 1,ry omn 1.O m 1 rm U) i Q Q V W LLj >O Q_OOQ Q�=mU �J U O z < 2i z >�Oz� �_WC/) � U Q DU)^W I..L m UOQ °° NU w O z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A9 Scale 1/4" = V-0" TP. W - 6"(4 124' - 0" 12 SECOND FLOOR 114' - 6" TP. 10'-6" 114'-0" 0 12 - �5 WAL IN CLOS T MASTER o BEDROOM - 00 �J FAMILY RM FIRST FLOOR !I:J 103'- 6" NATURAL GRADE 18" CLR. CRAWL SPACE r El 0 0 Q 0 O CD co N O _U z W U 0 U) 0 Q 0 c� P N 0 U) N Elm CONC. "S" TILES ROOFING - GALVANIZE MTL. GUTTER C KITCHEN —1111 I M IV UD RM El El 103'- TP. 81 0" 2 122' - 6" r3---", Section 3 �AJIO 1/419 = 1'-0" 2 CAR GARAGE 12 4 ECOND FLOOR 114' - 6" FIRST FLOOR 103' - 6" ARAGE LEVEL 102'- 0" F I I iI NATURAL GRADE 1 rm `U) i fy W>O Q C W Q_OOQ Q�=mU �J U O zQ2-z LU 00Oz� �—WC/) � QU D U) Lu m UOQ °° NU w O z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A10 Scale 1/4" = 1'-0" w No Description � Date m o WQ m � ga z m o aw 0( W� ZL O G' 'V' V' M C) z O �a � � c�� w0- I m o 0-)� Ln(D O mJ M � 0 I� � jn C OO CO z" O :;Z:ZM E W � � 0 o_ x V � o O U w Z= m co = LLJM m > Wc r Q ---C (p U J,- J,-QQ DL:m ws m Q) rn Nooz .� 0 vi L� m m o LnM 0 N dJ W W z w �o V L) mn1. O m 1 rm `U) i fy W>O Q C W Q_OOQ Q�=mU �J U O zQ2-z LU 00Oz� �—WC/) � QU D U) Lu m UOQ °° NU w O z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A10 Scale 1/4" = 1'-0" w �w zz � m o WQ m � ga z m o aw 0( W� ZL O G' 'V' V' M C) z z �a � c�� w0- moo O U O mJ U m � Z LLA = z H= Q NU w ® Z O :;Z:ZM 0 W Z r OZ W � //�/ W Z= m �/ / = LLJM :02 J,- J,-QQ m ws UCn W V,, Nooz vi L� m m 0 N dJ W W z w WQ Z = Q ~ W O Qk L) mn1. O m 1 rm `U) i fy W>O Q C W Q_OOQ Q�=mU �J U O zQ2-z LU 00Oz� �—WC/) � QU D U) Lu m UOQ °° NU w O z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A10 Scale 1/4" = 1'-0" 0 0 Q 0 O 0 co N O _U Z W U L7 0 U) 0 Q n 0 c� P N 0 L N 9. V. 91- No iption DescriiF4 Date O � � � o rn I � LF � M v -) � Ln Cj � c 0 o co � Q x � o O U w U) %, N N \ v/ 0 > Q � t � U I � L � m N O � O � O � V 3 'Al 0 o M s _0" V-0" ~� 10' _ 0„ _ \ LIJ 0) Q0 C? 2'_0" 0'-6" 5._4.. ih 0 - 5'-4" 0'- 5'-4" 0'-6' 2'-0.. S r- 14'-2" . / Y 0" r o OVE ED PATIO co - M ° Ln 6" PUJA ROOM 15'-0" 001, 10' - 0" - t0 O O 00 O C 7'.4" 9'- z„ NOOK 01-0. _ 5'-0" O � O �' _ _ k Q' GUEST ROOM LIVING ROOM STORAGE FAMILY RM jyjARCH .x 1-12") 2 Ld „L NA9 14' _z" .-1 �TOP OF THE ARCH 9'-4'.CLOSET11 k g- z„(�___ Fi�w- — — — GUEST s'-0" 09 Q a BATH s' -z' 9'- 2' 91' 2' s' -z' o� 10'-0" 10'_0„ 10'-0" 10'-0" w� LLJ fn Z O] Z CLOSET 1'- 13'-0" 4'-8" '-0 0� ZFLAT MOLDING Z � _ — >V) N 10'_0" 9' _z„ � N r Ff CLOSET $' �" $ - �® O 11 p g. 6.. 9' s,. 10' _ 0" w ' Q w w ARCH SOFFIT 8'-4" M V-4- N O . ARCH SOFFIT 8'-4" i . . � g z w a- 10, Z ' 01 0 0 11 10' -01, TOP OF THE ARCH W-2' NPOWDER 1'-s" 1'-s"' Z LIBRARY ENTRY 1°' ° N ISLAND�101-°° z 10'_0" - w� Q HALL Z 3'-8" 3'-8" o® O O 6'-8.. ._4. oz TOP OF THE ARCH 9'-2" / 10' - 0" _ ww o o f I Y 10'-0" DINING RM YY O w 5'-0" ' - " 5'- 0" - " 5' - 4" BUTLER AREA o KITCHENLL 00 3'-4" iry 9'-4" 3''4.. .. 10,�o o 141 5-0 aa� ws U w ' ^ vznv//J a O o'O z z LL_ >N o N N Z LL M ;n '-4' -� r w 10, _ 0" FUR w z wQ Z = N� w U_ <, 9. 8 o� O m MUD RM PANTRY �g 6 g'_z„ g'-8" �j1o'-0" STORAGE A9 - �s a C U Q Q Q g,_$" w > o Q U) UJ 2 CAR GARAGE Q_ O O Q Q�=mU �J U O Z < C) z k LU 0 0 N' > �w� Q DUw J � � m UOQ °N° U w o T. z O 1 FIRST FLOOR CEILING PLAN Project no: SHI A� 1/4 " - 1' 0" }' — � Date JULY -20-2013 Drawn by Author a Checked by Checker M 00 A1 1 N scale 1/4" = 1'-0" 0 Q 0 O ry 0 00 N O U Z W U S9 0 0 Q 0 0 .27)N 0 L N (----- --- - --— —11 � x 11 III II � �I1 III II I LJ Oilu I 1 1 ti SII III II I� — I l � II II 37 III 11 I — 11� 8'-0" 8'-0 II I� I8 0 SLOPED CEILING e,. 6 u l u I LAUNDRY STORAGE - 8.-0" " II I II 1 II 2 wCOLL] z No � II I u A9 Date o 0 Q ^ L.L II II I u I o- z vn m� II I II I 111 u I II I 0 z� BATH # 3 ; GO _ >m V) J �® 0 ri z� EO U moo LLJ �Z p �= Q �� z �® O � mo I O � - � M ^ V � Cj � F- 06 C I " E 7 I I FLAT MOLDING U �) 0 Qx �a_ UQ m z w Cn s vxn O No 0 z k I I 1 k U NSE' QFZ�p>w aa SLOPED CEILING o C 9' - 0" 0 0 N I W z V) m Q) rn I" IA � 0 I o V , LnM 111 I o 10 BE ROOM # 3 111 I I 11 I � I 111 I I , - SLOPED CEILING 111 11 I I N 11 LL LL Us 1 SECOND FLOOR CEILING PLAN Al2 1 /4" = 1'-0" — — — — — — — — — — — — — — — — — — — — — -- - I I I I I I I �kF I I I I I I I 1 I I MASTER SITTING BEDROOM AREA _ 91. p N I I I T-6.. 2,_6.. $.-0.. 2._6.. FLAT MOLDING I I I I 1 I � N � I I I I WALK IN L T CLOSET a 00 M co CPa 00 0 N r CO 10 i V) r) ry Q Q W > O T- �LLj �� Q_OOQ Q�=mU O Z < 2 0 z Lu WW � U Q D U W m UOQ °° NU w p Z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker Al2 scare 1/4" = 1'-0" wCOLL] z No � Description Date o 0 Q ^ L.L o� wLLJ� Lr z vn m� Z 0 z� W� ; GO _ >m V) J �® 0 W z� EO U moo LLJ �Z p �= Q �� z �® O � mo I O � - � M ^ V � Cj � F- 06 C z " E 7 U �) 0 Qx �a_ UQ m z w Cn s vxn O No 0 z LU U NSE' QFZ�p>w aa w o -- �� 2 I 0 0 N dJ W W z V) m Q) rn I" IA � 0 o V , LnM o 10 i V) r) ry Q Q W > O T- �LLj �� Q_OOQ Q�=mU O Z < 2 0 z Lu WW � U Q D U W m UOQ °° NU w p Z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker Al2 scare 1/4" = 1'-0" wCOLL] z ZZ � D J o 0 Q ^ L.L o� wLLJ� Lr z vn m� Z 0 z� W� ; GO _ >m V) J �® 0 W z� EO U moo LLJ �Z w� �= Q O z �® O � N Z O O � � Z� Z oZ w J w :2 LLJM LL n LU :02 �a_ UQ m z w Cn s vxn O No 0 z oz >�'�� ow U NSE' QFZ�p>w aa w 0 0 N dJ W W z V) a I" � O m 10 i V) r) ry Q Q W > O T- �LLj �� Q_OOQ Q�=mU O Z < 2 0 z Lu WW � U Q D U W m UOQ °° NU w p Z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker Al2 scare 1/4" = 1'-0" 0 0 0 0 0 00 N O _U Z w U 0 U) 0 Q 0 0 2) N 0 L N D Mw A 4 2' - 6" WINDOW SCHEDULE Type Mark Count Rough Opening Material Glazing Comments WINDOW TYPE Width Height Type A 4 2' - 6" 5' - 0" MTL CLAD .WD DOOR TYPE SINGLE CASEMENT FIXED WINDOW FIXED TOP WINDOW Al 2 2' - 6" 5' - 0" MTL CLAD .WD - AT 6 2' - 6" 1' - 6" MTL CLAD .WD WD B 1 4' - 0" 5' - 0" MTL CLAD .WD W D SLIDING WINDOW BT 1 4' - 0" 1' - 6" MTL CLAD .WD MTL. FIXED DOUBLE TOP WINDOW SLIDING WINDOW ARCHED TOP FIXED WINDOW C 1 6' - 0" 5' - 0" MTL CLAD .WD WD CT 1 6' - 0" 1' - 10" MTL CLAD .WD 0' - 2" D 2 5' - 0" 3' - 6" MTL CLAD .WD *TEMP ONE OF THEM IN MASTER BATHROOM IS OBSCURE GLAZING /OPTIONAL DECOKE & SLIDING WINDOW TEMP SLIDING WINDOW SINGLE CASEMENT E 2 4' - 0" 6' - 0" MTL CLAD .WD 24" X 96" F 2 2' - 6" 6' - 0" MTL CLAD .WD 10 F1 3 2' - 6" 6' - 0" MTL CLAD .WD DOUBLE FRENCH DOOR FIXED WINDOW FT 5 2' - 6" 3' - 0" MTL CLAD .WD DOUBLE FRENCH DOOR FIXED TOP WINDOW G 2 2' - 0" 5' - 0" MTL CLAD .WD � L � EGRESS WINDOW DOUBLE HUNG WINDOW GT 2 2' - 0" 1' - 6" MTL CLAD .WD STANDARD FIXED TOP WINDOW H 1 6' - 0" 5' - 0" MTL CLAD .WD POCKET DOOR EGRESS WINDOW SLIDING WINDOW HT 1 6' - 0" 1' - 6" MTL CLAD .WD N FIXED DOUBLE TOP WINDOW 32" x 96" 2 2' - 6" 2' - 0" MTL CLAD .WD FULL GLAZED EXT. DOOR, STANDARD I J 2 2' - 6" 3' - 6" MTL CLAD .WD *TEMP *ONE OF THEM IN BATH # 2 IS OBSCURE GLAZING /OPTIONAL DECOKE &TEMP S L C K 2 2' - 0" 3' - 6" MTL CLAD .WD *TEMP OBSCURE GLAZING /OPTIONAL DECOKE &TEMP SI L A T L 1 3' - 6" 3' - 6" MTL CLAD .WD TEMP OBSCURE GLAZING /OPTIONAL DECOKE M 1 2' - 6" 3' - 6" MTL CLAD .WD STANDARD DOUBLE HUNG WI D W N 2 3' - 0" 5' - 0" MTL CLAD .WD STANDARD BOTH OF THEM ARE EGRESS WINDOW D INDOW O 1 10' - 0" 5' - 0" MTL CLAD .WD CARRIAGE TYPE WD. ROLL UP GARAGE DO 2 PANEL SINGLE CASEMENT W/ ONE FIXED PANEL IN THE CENTER OT 1 10' - 0" 1' - 10" MTL CLAD .WD bOOBEIE REN H O R FIXED THREE UNEVEN PANEL ARCHED TOP P 3 3' - 0" 6' - 6" MTL CLAD .WD *TEMP FOR TWO OF THEM IN STAIRS PROVIDING GUARD RAILING PER SECTION . R312 FIXED WINDOW Q 1 2'-0" 3'-6" MTL CLAD .WD STANDARD O R 1 2' - 0" 2' - 0" MTL CLAD .WD *TEMP OBSCURE GLAZING /OPTIONAL DECOKE AWNING WINDOW S 3 2' - 0" 4' - 0" MTL CLAD .WD *TEMP ONE OF THEM IN GUEST BATH IS OBSCURE GLAZING /OPTIONAL DECOKE &TEMP D INDOW -ONE OF THEM IN BEDROOM#3 IS EGRESS WINDOW m Ln cm LIJ Ln hn 56 W W (�� ZZ � Q� 5 W' O Wa W � Oz LAnO�� Z _ Q (n >� N � o W �� J O Z � NQ o O 0 0 0 �' = Z W W H= Q � z N W ® Z O 0 O r �Cn Z W W CC• v _Q � G C)o �Z W �� O as ws V W No �oZ 0 § Z �QQ �� Z i W 0 N dJ W W z WQ Z = V) �0-o�0M 2 U) J Q W � O EE Q (J) W Lf Q_OOQ Q�=mU O zQ�UZ LU >��Z� (J �U J W m UOQ 000 U W O Z O M M 0 a Grand total: 38 N r c+7 DOOR SCHEDULE Door Number Door Size No Finish DOOR TYPE Door Description Date 2 Revision 2 Date 2 - DOUBLE INT. FRENCH DOOR 3 48" x 96" 0' - 2" WD WD - DOUBLE DOOR 4 32" x 96" 0' - 1" W D W D - STAN DARD 5 66" x 96" 0' - 1" MTL. - FULL HEIGHT SAFETY MIRRORED SLIDING CLOSET DOOR 6 30" x 96" IZ WD WD - STANDARD 7 72" X 96" 0' - 2" MTL CLAD. WD WD FULL HEIGHT TEMPERED GLAZING DOUBLE FRENCH DOOR 8 - M 0' - 1" v � Cj � - STANDARD oo� 24" X 96" 0' - 1" WD WD - STANDARD 10 72" X 96" Qx MTL CLAD. WD WD � U W DOUBLE FRENCH DOOR U) %, N N \ 0' - 2" v/ 0 > FULL HEIGHT TEMPERED GLAZING DOUBLE FRENCH DOOR 12 120" x 96" 0' - 2" U MTL FULL HEIGHT TEMPERED GLAZING � L � 13 30" x 96" M N � WD WD - STANDARD 14 .� 0' - 1" WD o - POCKET DOOR 15 32" x 96" 0' - 2" � WD - N 16 32" x 96" 0' - 2" MTL CLAD. WD WD TEMP. GLAZING FULL GLAZED EXT. DOOR, STANDARD m Ln cm LIJ Ln hn 56 W W (�� ZZ � Q� 5 W' O Wa W � Oz LAnO�� Z _ Q (n >� N � o W �� J O Z � NQ o O 0 0 0 �' = Z W W H= Q � z N W ® Z O 0 O r �Cn Z W W CC• v _Q � G C)o �Z W �� O as ws V W No �oZ 0 § Z �QQ �� Z i W 0 N dJ W W z WQ Z = V) �0-o�0M 2 U) J Q W � O EE Q (J) W Lf Q_OOQ Q�=mU O zQ�UZ LU >��Z� (J �U J W m UOQ 000 U W O Z O M M 0 a Grand total: 38 N r c+7 DOOR SCHEDULE Door Number Door Size Thickne ss Finish DOOR TYPE Door Fra me Comments 1 6'-0" X 9'-6" 0' - 2" WD WD MAIN ENTRY DOOR.DECORATIVED DOOR.TEMPERED GLAZING.FULL HEIGHT IS 9' - 6" EYEBROW ARCHED TOP DOUBLE FRENCH DOOR 2 60" x 96" 0' - 2" WD WD - DOUBLE INT. FRENCH DOOR 3 48" x 96" 0' - 2" WD WD - DOUBLE DOOR 4 32" x 96" 0' - 1" W D W D - STAN DARD 5 66" x 96" 0' - 1" MTL. - FULL HEIGHT SAFETY MIRRORED SLIDING CLOSET DOOR 6 30" x 96" 0' - 1" WD WD - STANDARD 7 72" X 96" 0' - 2" MTL CLAD. WD WD FULL HEIGHT TEMPERED GLAZING DOUBLE FRENCH DOOR 8 30" x 96" 0' - 1" WD WD - STANDARD 9 24" X 96" 0' - 1" WD WD - STANDARD 10 72" X 96" 0' - 2" MTL CLAD. WD WD FULL HEIGHT TEMPERED GLAZING DOUBLE FRENCH DOOR 11 72" X 96" 0' - 2" MTL CLAD. WD WD FULL HEIGHT TEMPERED GLAZING DOUBLE FRENCH DOOR 12 120" x 96" 0' - 2" MTL CLAD. WD MTL FULL HEIGHT TEMPERED GLAZING (4) PANEL SLIDING DOOR 13 30" x 96" 0' - 1" WD WD - STANDARD 14 30" x 96" 0' - 1" WD WD - POCKET DOOR 15 32" x 96" 0' - 2" WD WD - BARN -DOOR 16 32" x 96" 0' - 2" MTL CLAD. WD WD TEMP. GLAZING FULL GLAZED EXT. DOOR, STANDARD 17 32" x 96" 0' - 1" WD WD 20 MIN FIRERATED. SOLID WOOD W/GASKET AND SELF CLOSING STANDARD 18 30" x 96" 0' - 1" WD WD - STANDARD 19 32" x 96" 0' - 2" MTL CLAD. WD WD TEMP. GLAZING FULL GLAZED EXT. DOOR, STANDARD 20 28" x 96" 0' - 1" WD WD - STANDARD 21 30" x 84" 0' - 2" MTL - METAL DOOR W/LOUVERS VENTS STANDARD 22 16ft x 8ft WD - CRAFTMAN STYLE GARAGE DOOR CARRIAGE TYPE WD. ROLL UP GARAGE DO 23 72" x 84" 0' - 2" MTL CLAD. WD WD 84" IS DOOR HEIGHT.TEMPERED SAFETY GLASS bOOBEIE REN H O R 24 32" x 96" 0' - 1" WD WD - STANDARD 25 30" x 96" 0'- 1" WD WD - STANDARD 26 32" x 96" 0'- 1" WD WD 10" x 10" VENT LOUVERS AT BOTTOM FOR MAKE UP AIR STANDARD 27 24" X 96" 0'- 2" WD WD - STANDARD 28 32" x48" 0'- 1" WD WD SPECIAL SIZE ATTIC ACCESS DOOR STANDARD 29 32" x 96" 0'- 1" WD WD - STANDARD 30 30" x 96" 0'- 1" WD WD - ST PARD 31 72" x 84" 0'- 2" MTL CLAD. WD WD 84" IS DOOR HEIGHT.TEMPERED SAFETY GLASS OU L F ENCH D O 32 60" x 96" 0'- 2" WD WD - DOUBLE INT. FRENCH DOOR 33 60" x 84" 0'- 2" MTL CLAD. WD MTL FULL HEIGHT TEMPERED GLAZING - (2) PANEL SLIDING DOOR POCKET DOOR 34 30" x 96" 0'- 1" WD WD 35 30" x 96" 0'- 1" WD WD - STANDARD 36 66" x 96" 2 0'- 1" MTL. - FULL HEIGHT SAFETY MIRRORED SLIDING CLOSET DOOR SLIDING CLOSET DOOR 37 66" x 96" 0'- 1" 2 38 30" x 96" 0'- 1 " STAN DARD Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A13 Scale AREA SIZES SQ. FT. TOTAL Area"Q" Area"X2" SQ. FT. Date "A" 22'-10"x20'-8" 471.9 231.0 SF Q 8 - 6„ "B" 7'-2"x20'-8" 148.1 w / 01 22' - o" �LZD�oZ m0 � -$" Q"C" Area"E"� 2'-0"x11'-2" 22.3 r 477.6 SF r - „ - "D" 22'-0"x30'-2" 663.7 O O 00 c J L I f� r. r � LO O ti N "E" 15'-10"x30'-2" 477.6 N _ 663.7 SF Area" X3' E� M N "F" 31'-2"x29'-2" 909 206.2 SLL N "G" 17'-0"x2'-10" 48.2 0 LU >. "H" 7'-4"x2'-10" 20.8 r` LU M - ❑ Q w oQ o w "H1" 0'-8"x13'- 4" 8.9 N m Q) rn "7 20.8 SF Areal" "I" 17'-0"x2'-10" 48.2 � 48.2 SF n n 04 24'-6" LU M ZD J Q) �o � � "K" Q ti r 0 "L" 2'-0"x21'-2" 43.7 W) 13'-0" J N "IRREGULAR SHAPE" 27.3 H 60 Cn T Area"Y1" .BALCONY. T BAL.C. . . Area"Y" r s - 8 "N" 0'-6"x15'-0" 7.5 23.8 SF U- 17.7 SF NOTE: MOLDINGS AND TRIMS ARE NOT SHOWN FOR ..0.. 1'-8"x15'-0" 28.3 "P" 1'-6"x15'-10" 24.5 0 "Q" 10'-6"x22'-0" 231 a M LU LU W N Q o"R" 1'-6"x21'-6" 32.3 "S" 16'-2"x15'-0" 242.5 "T" 151-21vx3'-0" 45.5 IvUll 16'-0"x7'-10" 125.3 VIV.. 18' -0"x8' -8"18'-0"x8'-8"156 LU Q IIWvI 9'-8"x1'-10" 17.7 cc O 0 JNIXON 8'- 4"x25'- 2" 209.7 0 0 "X1 " 17'- 2"x24'-6" 420.6 �.i LU N 11X2" 5'-10"x8'-8" 50.6 "X3" 19'- 4"x10'- 8" 206.2 Ivywo V -10"x13'-0" 23.8 vvY1 IN V -10"x13'-0" 23.8 NIZIN "IRREGULAR SHAPE" 70.2 71 IN 8'- 6"x1'- 5" 11.7 3,\`,SCHEDULE �\ A14,% 1/4" _ 1, _0,v Area"L" 43.7 SF O N Area"O" 28.3 SF 9'-2" 14 Area "G" 0 48.2 SF N / W-� 27.3 SF Area"N" w No Area"Q" Area"X2" 7.5 SF Area"P" Date a c 15'-0"oe- 231.0 SF ' 8 - 6„ 24.5 SF �, 242.5 SF w'� / 01 22' - o" �LZD�oZ m0 � -$" r Area"E"� 21'-6" is r 477.6 SF r - „ - 15-0-- io `- z� S I Area'`Z" L I f� r. r � LO O Ln Area"D" J oo� _ 663.7 SF Area" X3' E� N V ts�3 206.2 SLL N Area"F"N Area" o 9� w Q 20.6 SF M 909.0 SF M - ❑ Q w oQ ❑ 15'-10" 22'-0" z mOzz Area "H" m Q) rn "7 20.8 SF Areal" ........ N � 48.2 SF w � z wO 04 24'-6" ,. , Area„J" r o, 11.0s Area "H 1 8.9 SF NOTE: MOLDINGS AND TRIMS ARE NOT SHOWN FOR CLARITY OF DRAWING. r I Area"K„ Area"B" N 0.-8" 11.0 SF 1 ` FIRST FLOOR PLAN AREA A14,J 11819 _ 1 V=0VV Area"T" 45.5 SF U T 471.9 SF o N N 20'-8" 2 ` SECOND FLOOR PLAN AREA A14 1 /V„ _ 1 V=0VV Area"R" 32.3 SF Area"C" 22.3 SF 2' - N 2' - Area"V" 156.0 SF w No Area"X2" Area "21" BALC Date a c Area"S" 50.6 SF 11.7 SF 8 - 6„ O wQ �, 242.5 SF w'� �LZD�oZ m0 � -$" , 0 Ld N ' � o r - „ - 15-0-- io `- z� �o Area'`Z" � LO O Ln 70..2 SF , J oo� o Z Area" X3' E� N V r 206.2 SLL rea"X1" w� _ Area" 16' - 0' I Area�� 9� w Q 20.6 SF 209.7 SF �l- - U Q w oQ -1 Q0 � I 125.3 SF Qo z mOzz m Q) rn �� , ........ N � i w � z wO 04 24'-6" 8'- " M ZD J Q) �o � � ti r i 13'-0" 13'-0" IJ 60 T Area"Y1" .BALCONY. T BAL.C. . . Area"Y" r s - 8 23.8 SF 23.8 SF Area"W" 17.7 SF NOTE: MOLDINGS AND TRIMS ARE NOT SHOWN FOR CLARITY OF DRAWING. 2 ` SECOND FLOOR PLAN AREA A14 1 /V„ _ 1 V=0VV Area"R" 32.3 SF Area"C" 22.3 SF 2' - N 2' - Area"V" 156.0 SF 10 i U Q Q � r W>o Q C/)W Lr) 2 � = Q _p0Q U �a O zQ W000Z > W Q �U� J D�W m Uo� N U LU p z 0 Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A14 Scale As indicated w No Description � Date a c � 0 O wQ w'� �LZD�oZ m0 � 0 Ld � o Q o z� �o �C�ro � LO O UZ N J oo� o Z "LE E� V r ax a w� _ U w O110 9� w Q o> WQ0 �l- U Q w oQ -1 Q0 � I Qo z mOzz m Q) rn �� -�0 � o w � z wO Ln o�om M ZD J Q) �o � � 10 i U Q Q � r W>o Q C/)W Lr) 2 � = Q _p0Q U �a O zQ W000Z > W Q �U� J D�W m Uo� N U LU p z 0 Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A14 Scale As indicated w >w zZ � a c � 0 O wQ w'� �LZD�oZ m0 � 0 Ld <® o Q J z� <o �o LL, UZ N J zz w ID o Q o� r �w w� _ � O110 9� w Q LU �l- U w oQ vxn Qo z mOzz w<a �� <>� 0wJ Na n w w � z wO LLK U Q ~ o�om 10 i U Q Q � r W>o Q C/)W Lr) 2 � = Q _p0Q U �a O zQ W000Z > W Q �U� J D�W m Uo� N U LU p z 0 Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A14 Scale As indicated IMPERVIOUS AREA 0 D Q 0 0 d O co N O _U z W U 0 Cn Cn 0 Q n 0 P N 0 Cn Cn Iv D 48.9 SF r 50.5 SF U 82.3 SF } 132.0 SF `-' 263.3 SF 1 273.8 SF 893.2 SF T 3016.9 SF 0 D Q 0 0 d O co N O _U z W U 0 Cn Cn 0 Q n 0 P N 0 Cn Cn Iv D W 00 � LO 4MMMMMONOWLZ 4! 14^ [J� fail r 4 F-00 NYY L� a # ' d', -'i REAR PATIC f 273.8 SF . x # X -'X # � C # C' dIi� } K' - BOUNDARY LINE N �1 if1 I i ��.�JSF d + Ok COVERED PATIO, ' - 263.3 SR'} �... Z''. .r. � ,rte - T/.' ...0 : 1 ti. LJ HOUSE 3016.9 ' 0c _. :.: � : h aW Area . u. WALKAY 82.3 SF 05 m ` 4 1 LLL -ii / x Li I�JfC _ S D *- cp Cd l f L V J r J r v U Checked by } A1 `-' O 0 � LIQ 1 T z H 5� cc Ld II Z GO _ % N 0 Lnf � o CL z� I� bi Q 1 CO — Ld Z J# 1 �= Q Ir A' IL.Y` f 1 t W o m M ^ v � M Cj � c 0o co z"E7 a_ _ 8d � 0 Q x Area � o �o W Not L1J s m Enclosed ao S r- W 00 � LO 4MMMMMONOWLZ 4! 14^ [J� fail r 4 F-00 NYY L� a # ' d', -'i REAR PATIC f 273.8 SF . x # X -'X # � C # C' dIi� } K' - BOUNDARY LINE N �1 if1 I i ��.�JSF d + Ok COVERED PATIO, ' - 263.3 SR'} �... Z''. .r. � ,rte - T/.' ...0 : 1 ti. LJ HOUSE 3016.9 ' 0c _. :.: � : h aW Area . u. WALKAY 82.3 SF 05 m ` 4 1 LLL -ii / x Li I�JfC _ S D *- cp Cd l f L V J r J J v U Checked by } A1 `-' O 0 � LIQ 1 T z H 5� W Ld W� Z GO _ % N CL � o CL z� �a o bi W 00 � LO 4MMMMMONOWLZ 4! 14^ [J� fail r 4 F-00 NYY L� a # ' d', -'i REAR PATIC f 273.8 SF . x # X -'X # � C # C' dIi� } K' - BOUNDARY LINE N �1 if1 I i ��.�JSF d + Ok COVERED PATIO, ' - 263.3 SR'} �... Z''. .r. � ,rte - T/.' ...0 : 1 ti. LJ HOUSE 3016.9 ' 0c _. :.: � : h aW Area . u. WALKAY 82.3 SF 05 m ` 4 1 LLL -ii / x Li I�JfC _ S D *- cp Cd l f L V J 1 SITE IMPERVIOUS AREA A15 jig _ 109-0vv r J C3 v U Checked by } A1 1 SITE IMPERVIOUS AREA A15 jig _ 109-0vv iI I � Date JULY -20-2013 v U Checked by } A1 `-' O 0 � LIQ 1 Ww� z Ld 5� Q Ld W� GO _ % N CL � o 5 z� �a o bi Q 1 U — Ld Z J# 1 �= Q Ir A' IL.Y` f 1 t W iI I � Date JULY -20-2013 v U Checked by Description A1 o 0 a 00 it Ld � Date JULY -20-2013 No Author Checked by Description A1 Date O 0 � LIQ 1 Ww� z mL Q " 0 Z� W� GO _ % N �'F o O z� �a o �o — Ld Z p �= Q O A' IL.Y` O O 6 W o m M ^ v � M Cj � c 0o co z"E7 a_ _ 8d � 0 Q x V � o �o W �o L1J s m W ao S r- 0 Q U > 3'C N �L d7 m Iv m YJ N W dJ W W z V) L)ILL wQ Z = < 0 Qk � O 0 o � O m Ln0 � O � rJ V it Ld � Date JULY -20-2013 >- zz Author Checked by Q� A1 5 O 0 � LIQ 1 Ww� z mL Q " 0 Z� W� GO _ % N �'F o O z� �a o �o — Ld Z w1ZJ �= Q z �® `� Z W o �n C z r w a_ _ �o W �o L1J s m v1, � ao z cn �Oz(UDI 0 VJ > 3'C N j �LJLJJ Q < Lam_ E 0 (�-� r i YJ N W dJ W W z V) L)ILL wQ Z = < Qk 0 o � O m `V JJ i W>o QW LO Q_Cn —J OOQ U O z < 2 z LU 00 0z >� �WC/) � U Q DU)nW I..L m Uo� °° NU W O z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A1 5 Scale 1 " = 10'-0" 18 22.8S 17 1.0s 1 12.E 0 Q 0 O ry n 00 N O U z W U 0 0 Q 0 0 .27)N 0 U) 2 24.0 SF 15.0 SF 7 2.5 SF 1 LOT COVERAGE Al 6 1 /$.. = 1=0vv 0 F 5 41.2 SF E 2 LOT COVERAGE SCHEDULE Alb 1 Avv = 19=0" - - - ; i i } I { I ' a 6.0 SF 4 Area ,. 531.7S „ IMPERVIOUS AREA A 6.0 SF A 62.7 SF 531.7 SF TOTAL AREA :600.4 SQF %40 OF THE FRONT YARD AREA = %40 X 1848.9 = 739.56 SQF 5 FRONT YARD AREA 6 FRONT YARD IMPERVIOUS AREA A16 1 „ _ 20 =099 Al 6 1 = 209=019 AREA SIZES SQ. FT. TOTAL SQ. FT. BUILDING AREA CALCULATED 2,942.3 Date Q� COVERED PATIO AREA CALCULATED 263.3 0 o �Q 00 04 M COVERED ENTRY AREA CALCULATED 29.7 BAY 1 "IRREGULAR SHAPE" 19.1 LLJWz m BAY 2 "IRREGULAR SHAPE" 19.1 z� = BAY 3 1'-6"x10'-0" 15 LU �® 1 10'-6"x1'-0" 10.5 a p mm 2 24'-0"x1'-0" 24 W - m M ^ V � O M Cj � 3 30'-8"x1'-0" 30.7 >O 0 0O E 4 0'-4"x3'-0" 1 V H LL, 0 Qx 0 J r ) 5 41'-2"x1'-0" 41.2 LU U LU a a W QQ 6 5'-4"x1'- 0" 5.3 � I �o 00 O0C a Cn z � > O 7 2'-6"x1'-0" 2.5 8 10'-0"x1'-0" 10 9 2'-6"x1'-0" 2.5 10 5'-4"x1'- 0" 5.3 LnM 06 LU > a ch 6 N 11 ,� �� 30 -1 x1 - 0 30 w 12 5'-0"x1'- 0" 5 13 3'-10"x1'- 0" 3.8 14 3'-0"x1'- 0" 3 15 3'-0"x1'- 0" 3 16 12'-10"x1'- 0" 12.8 17 0'-4"x3'- 0" 1 18 22'-10"x1'- 0" 22.8 19 14'-2"x1'- 0" 14.2 20 "IRREGULAR SHAPE" 21,7 TOTAL AREA: 3,538.8 2 LOT COVERAGE SCHEDULE Alb 1 Avv = 19=0" - - - ; i i } I { I ' a 6.0 SF 4 Area ,. 531.7S „ IMPERVIOUS AREA A 6.0 SF A 62.7 SF 531.7 SF TOTAL AREA :600.4 SQF %40 OF THE FRONT YARD AREA = %40 X 1848.9 = 739.56 SQF 5 FRONT YARD AREA 6 FRONT YARD IMPERVIOUS AREA A16 1 „ _ 20 =099 Al 6 1 = 209=019 `U) i W > o T- �LLj �� Q_OOQ Q�=mU �J U O zQ2-z LU >�Oz� WC/) � U Q DU)nW 1..� m Uo� °° NU W O z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A16 Scale As indicated w No Description VE 2 Date Q� 0 o �Q w'� LJ 1213 z LLJWz m �L z� = GO >- N Q �® 0 p mm W lff:� 0-) m o Ln I - m M ^ V � O M Cj � Ow C OO CO z" 0 0O E r 7 LL, 0 Qx O r ) N N \ v/ 0 > W QQ Q �� I �o No m Q) m z viw�m0 �FJ z � 0 0 N w dJ >- w o W z w L)iLL wQ z = Q H LnM wO 0 o � O m �oo `U) i W > o T- �LLj �� Q_OOQ Q�=mU �J U O zQ2-z LU >�Oz� WC/) � U Q DU)nW 1..� m Uo� °° NU W O z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A16 Scale As indicated w �w zz VE 2 Q� 0 o �Q w'� LJ 1213 z LLJWz m �L z� = GO >- N Q �® 0 �) Z 0 mm W lff:� 0 o� Z > � �= Q Ow �z w® N 0 U 0 0O „ V) r �w LL, A O w QQ w s U w nn vi �o No z owaa z viw�m0 �FJ z > 0 N w dJ >- w W z w L)iLL wQ z = Q H wO 0 o � O m `U) i W > o T- �LLj �� Q_OOQ Q�=mU �J U O zQ2-z LU >�Oz� WC/) � U Q DU)nW 1..� m Uo� °° NU W O z O Project no: SHI Date JULY -20-2013 Drawn by Author Checked by Checker A16 Scale As indicated 7 MEL LIN 15g. (Drawn at I O' canopy) 6 POD GRA 159. (Drawn at 8' canopy) 28"T OAK TREE (typical) (typlca 21 Cupressus sempervlrens 15g. Italian Cypress ..t•,•.., X/AV • sKr ° . . . . . . . . . . \ rem,•'/• . . . . l . . . J a BASKED $ L C UST �� :. Mulch t` D. Tc i, 51.2 S Ft:.... ,I��,1 ... t1`1�\l`YYYY l Ir IYy,/ . . . . . . . . . . . . . . . \ `527 S,{. Ft. :\..:.. ��;� . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . \ .. \ .. _ O :.t . O a; `• '\:. :. Mulch ;$ P- e . 3 .CU.P.HY \ po 0o O �' o 19 LAU FLU I g � K ;•_° / � j �r � j• � j �• UP 6se�,, • / / • / / • a� a / / .til .a• •' - / . -, ti. j° t° V E A ITIQ Mul�la° ° EIEID O KEEP EXISTING FENCE '' 8 MYR AFF 1 g. 5 EUO AUR 5 uar.a a.• ° o ::� d oma,, D• ° ° o M 12" IP�'•e O o �?.:�• \ O SPACING 3'-6" O.C. MAX. e`'--;° °°.0 L • A a..:a.•° o EXIST. 12' DOUG. FIR— TO IR �.•�'�,-, • ° V•a,+?' o `� \ \ WROUGHT IRON DOOR •' r �° / �Fe t, o - -" / 6' high STUC O WALL - 6 PEN SET RED 25 OST FRU I EXIST. 16" DOUG. TO REMAIN VALVE BOX(EB6) - FINISH GRADE FRUIT TREES lot 16 Cupressus sempervlrens 159 • ItaIlan Cypress i . PING STONE �J N ��, SPACING WIN e• + KEEP EXISTING ' FENCE Er q. \/// L1111�/_a ��/ //1111//a �� •� ° roll , `\\\oft//,� FU �• o ° /�\ i/ C.:.• ° o Irl \ul jin M •P; 00 a °\\�Y\\\olr//i\\\\III/per\\\II///%_ ° .. . . . . . . . .�O \�\-�a\\o\\/ice\\II/ro d. o /( . . . . . . . . IF 171 . .......... .... M ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32" DOUG. FIR ° Mulch TREE TO BE REMOVED ° CO.L.SU.N. �. SEE ARBORIST REPORT J. M 4 ° o rip•.:, 28" DOUG. FIR TREE #2 o °� t• TREE TO BE REMOVED o ° °o, o °o p .; ' ' • " ' . ' ' ' ' " . • ' ' ' SEE'ARBORISTREPORT 4 ° ° 4 ° o o / s*p ••• ' TREE #3 GARAGE DRIVEWAY ...... i:. ....... ........... �/ ■ / WROUGHT IRON DOOR • STUCCO WALL • / 6'- 0" HEIGHT FROM . . . . . . . . . . . . . . . . . . NATURAL GRADE I 7 ASP DEN 5g. ❑ i:, i; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Mulch �� ., ,. �• . ia,,. ; Yr ; + . poo ° \\\u /� �o\\u/i/� CK C; p 6., `.`l; �,�•:f'$o`. O o °° .0", \°Ui/.�\ ll//G \\If/i \\II/i/.�`a\\le EXISTING WASHED COBBLE TO BE ° _ rmoi``` II RE P SED(TYPICAL). 0 0 ° o ��.: Mulch ° .�. ��• . O / \� ////11\\r\��//I I\0�///I I\ R R O ......, O o . . . . . . . . . . ........... . . . . . . . . . ■ O °o \� / n � y QUE AGR -36 BOX OAK TREE p '[:a,.?' =: ° ®`° ° �o G.�� p o 00 00 00 �° `�j� (TO MITIGATE THE REMOVAL o .O ° _ OF EXISTING TREES. ;:..... . . . . . . . . . . . . . . . . . . . . .•a:,'• ■ p�'Qo OO °o ° ,ti-, � � ° EXACT PLACEMENT TO BE . . . . . . . . . . . . . . . . . . • • `� � poo COORDINATED WITH UNDERGROUND UTILITIES r. . . . . . . . . . SHRUB TREE R p'° o ; . t; / / / O o 0 . . . p° oo :,- Mulch J �13— P2so�uG m ALaS 13.0 ° o o 1/2" MINIMUM 0 / / j; •a• ` O ° °o n � r 3/4 ° " MAXIMUM 1 I KEEP -- \ �•l �; �, p ° oo . p °o 4. AGRIFIM DISTRIBUTION TUBING (A250) SUPPORT STAKE (S6) AGRIFIM MAXI-FLO'II DRIP BUBBLER SIZE AS NOTED ON PLANS 1/2" X 6" SCH. 80 PVC NIPPLE SCH. 40 PVC TEE OR ELBOW PVC LATERAL LINE NOTES: 1. APPLY TEFLON TAPE TO ALL THREADED CONNECTIONS. 2. SECURE END OF TUBING WITH AGRIFIM SUPPORT STAKE (S6). MAXI—FLOW RISER DETAIL NOT TO SCALE EXIST. STREET LIGHT o %,.a°°°o ®co oo :a'': °° ®rp °° �; �•a•. // /L1�i \; O 9 t °° 5 FES CAL 5g. 9 HEL SEM 5g. 0 16' 24' SCALE 1/8" = 1'-0" THE LANDSCAPE DESIGN FOR THIS PROJECT COMBINES BOTH DROUGHT TOLERANT PLANTINGS, AND A HIGHLY EFFICIENT DRIP IRRIGATION SYSTEM TO COMPLY WITH THE LOCAL WATER ORDINANCE, AND PROVIDE A LANDSCAPE THAT IS WATER WISE, SUSTAINABLE, AND LOW MAINTENANCE. ALL OF THE PLANTINGS PROPOSED ARE DROUGHT TOLERANT WITH A MAJORITY HAVING THE WUCOLS CLASSIFICATION OF LOW WATER USE. THE SPACING OF THE PLANT MATERIALS ALLOW THE PLANTS TO MATURE TO THEIR ULTIMATE SIZE WITHOUT THE NEED FOR SHEERING, HEADING BACK, AND EXCESSIVE OFFHAULING OF CUTTINGS. THE SPACING OF THE PLANT MATERIALS ALSO ALLOW SOME NEGATIVE SPACE WHICH WILL PROVIDE A NON -OVER PLANTED LOOK, AND VISUAL INTEREST. ALL AREAS NOT PLANTED WILL HAVE A 2" MINIMUM LAYER OF MULCH FOR WEED PREVENTION, SOIL STABILIZATION, AND WATER RETENTION.. THE IRRIGATION SYSTEM IS ROBUST, TIME PROVEN, AND IS ALL DRIP IRRIGATED. THE IRRIGATION SYSTEM USES A CONTROLLER THAT HAS THE CAPABILTY OF BEING WEATHER BASED, RECIEVING DAILY WEATHER INPUT TO ADJUST THE IRRIGATION SCHEDULE BASED ON REAL TIME WEATHER INPUT. THIS WILL ELIMINATE WATERING DURING TIME OF HIGH HUMIDIDY, RAIN, OR HIGH SOIL SATURATION. THE IRRIGATION SYSTEM WILL BE ALL HARD PIPE UNDERGROUND, WITH THREADED RISERS, AND A THREADED DISTRIBUTION HEAD, WITH NO POLY PIPE OR BARBED CONNECTIONS. Y -STRAINERS WILL BE USED AT EACH VALVE. PLANTING NOTES KEY TREES PLANT FACTOI; (P•pl WUCOLS Region 1 MRZ.ATit)N E`rAR [.AN17&;APF. Er�706NCY OEl ilm5) ARRA G6Q, FT.] BOTANICALNAME COMMON NAME ► MEL LIN Melaleuca linarifolia FlaAeaf Pa erbark LOW POD GRA Podocar us gracilior Fern Pine MOD QUE AGR Quercus a rifolia Coast Live Oak VERY LOW KEY SHRUBS r CONNECTION (LOCATE ON r t Il BOTANICAL NAME COMMON NAME NITROGEN FORTIFIED ASP DEN Asparagus densiflorus'Myers' Myers As ara us MOD COL PUL Coleonema pulchrum Pink Breath of H. MOD CDL SUN Coleonema p. 'Sunset Gold' Pink Breath of H. MOD CUP HYS Cuphea h ssopifolla False Heather MOD ELIO AUR Euon rnus 'Aureo-Varie ata' Gold Leaf Euon mus LOW FES CAL Festuca cafifornica 'Serpentine Blue' California Fescue LOW HEL SEM Helictotrichon sempervArens Blue Oat Grass LOW MYR AFF M rsine affricana African Boxwood LOW PEN SET RED Pennisetum setaceum Red Fountain grass Red MOD KEY GROUND COVERS a� BOTANICAL NAME COMMON NAME LAU FLU Laurentia flu% iablis Blue Star Creeper MOD DST FRU Dsteos ermum fruticosum African Dais (White and Purple mix LOW VER PER Iverbena Peruviana (Purple) Lar a Leaf Verbena I LOW THE PLANTING PLAN IS DIAGRAMMATIC ONLY. THE EXACT LOCATION OF PLANT MATERIALS BE DETERMINED IN THE FIELD. THE CONTRACTOR SHALL VERIFY THAT THE SOIL TO BE PLANTED IS NATIVE, AND FREE FROM ANY FOREIGN MATERIALS OR SUBSTANCES. TILL ALL NEW PLANTING AREAS TO A DEPTH OF 8", AND REMOVE ALL WEEDS, STICKS, STONES OVER 1/2" DIAMETER, AND ANY OTHER MATERIAL WHICH WOULD BE HARMFUL TO PLANT GROWTH. ALL NEW PLANTING AREAS SHALL RECEIVE A 2" LAYER OF NITROGEN FORTIFIED WOOD RESIDUAL. TILL IN TO A DEPTH OF 6" AND FINE GRADE. ALL PLANT MATERIAL SHALL RECEIVE "AGRIFORM" FERTILIZER TABLETS AT THE TIME OF PLANTING, INSERTED IN THE BACKFILL MIX AT HALF THE DEPTH OF THE ROOTBALL. TABLET QUANTITIES AND SIZE AS INDICATED ON THE PLANTING DETAILS. AFTER FINE GRADING, AND PLANTING, (PRIOR TO TOP DRESSING WITH MULCH) A PRE -EMERGENT HERBICIDE SHALL BE APPLIED AT A RATE AND METHOD RECOMMENDED BY THE PRODUCT MANUFACTURER. SPREAD AS A TOP DRESSING, A 3" LAYER OF NITROGEN FORTIFIED BARK (LARGE -BLACK), IN ALL PLANTING AREAS FOR ADDITIONAL WEED CONTROL AND WATER RETENTION. SUBMIT A SAMPLE FOR APPROVAL ALL PLANT MATERIAL SUBSTITUTIONS SHALL BE APPROVED BY THE OWNERS OR THE LANDSCAPE ARCHITECT. ALL PLANTING DETAILS SHALL BE CLOSELY FOLLOWED, AND ALL LOCAL GOVERNING CODES SHALL BE MET. ALL PLANT MATERIALS SHALL BE IN A HEALTHY, VIGOROUS, AND DISEASE FREE CONDITION. THE PLANT SIZE SHALL BE PROPORTIONAL TO THE CONTAINER SIZE SPECIFIED. PLANTS NOT MEETING THESE REQUIREMENTS WILL BE REFUSED, EVEN IF PLANTED. I HAVE COMPLIED WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND HAVE APPLIED THEM F R THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN Sian ature 4-4-18 RUSSELL STRIN4YAM LA #3091 W)kTER BUDGET WORKSHEET Community Deveiapment Veportment 16300 Torre Avenue 406,777.3308/1110x 408.777.3393 Cupertino, CA 95014 planningwupertinv.nrg C O P E RT I N D h ttp:/ cu pectin°. n rg/planning PART L PRc�l�r:=trY I1VF(71t- ATION rrgj ur RlRrRE•„p' q'r N. Coe REFERENCE isTo TOTAL LAtJC>SCAPF. AREA NON -TURP PLANT AR£el 5Mt&LLW05CApE AREA 46,3 .�_ 12f PART 2! SAMPLF 14Vr)R070Vr. TARTT REGULAR LANDSCAPE ARBA 5ryi)j*zONE PLANT FACTOI; (P•pl IRRIGATION MEVIVOo MRZ.ATit)N E`rAR [.AN17&;APF. Er�706NCY OEl ilm5) ARRA G6Q, FT.] k7AF X k ANC)• eTWU 5CAPE AREA E O ► vrtl V,IN (2) 2" DIA LODGE POLE r�7 SMALLER, (2) 3" DIA LODGE POLE PINE STAKES - z ° 114. i 1PsbI I 0 (2) 2" GALV NAILS EACH r CONNECTION (LOCATE ON r t Il PREVAILING WIND SIDE) NITROGEN FORTIFIED 2" DEPTH BARK MULCH ALLOW ROOT BALL TO w SETTLE TO FINISH GRADE 0 I -z 67 BACK FILL MIX SPECIAL L.INDSCAPR ARE Kc RESIDUAL + 2/3 NATIVE SOIL) I 1 GAL 2 TABLETS 7 15 GAL 6 TABLETS TOTALS (c) (D) [z PART 3: WATER BUDGET CALCULATIONS oar xrr/oN� - (�Y + [Zl ETVVLI RYD9OZON'E: Put in hydmaone 4, letter, ar planting [ ) (MAWA) deseNpRrul (e.g. 1, 2, 3,'& IS, C; Front porclti adjacent m dricewey. Fronp ]a"•ty etc•.) PART 4: ETAF CALCULATIONS • PLANT FACTOR (PR: Uax WOCO S to determine MantFactor. Plank factors are 0. 0.1 for very low water uw plants, 1).7-0.3 for Ww Average ETAF for Regular Landscapea - (B) +• (A) water use plants, 0-".6 for moderate water use planta and 0.7-1.0 for high water usa plants. [9TA.F) {0.55 for reeidentlaI) IRRIGATIOV MEITi017: Overhead spray or drip IRRIGATION EFFICIENCY (IEI; 0.73 fpr ;my and p-51 for drip (ETAF) { (0,45 for non-residential) ETAF: The maximum average EvapaTransptration Adjustment Fa[toe for residential properties, a Imsive of Special Landscape Site -wide ETAF = ($ + 0) + (A 9 Q Amp, iv 0.55 and for nonresidential pmperties is 0,45; ETAF for new and existing Special Landscape Areas shalt not exceed 1.0• Site -wide ETAF zro w evapohar�apiratio" rate means the q"a"tixy at venter evaporated from adjacent soil and Other surfam and transpired by pionts during a specified time • 0.62 is a conversion factor that ooawerts acre -Indra s/ocre/ym to FpRM[fLA5 gallons/aq.ft./year. ETWLJ - ETo x 0•61 x (ETAF)c Landscape Area) [ t � � h f•;slim4tod FoL,I6 WO . r }7� fol 11MAWA - ETo x 0.62 x [(ETAFx Landscape Area) + ((I -ET F) xr I" �� lla ximum Aly[icd VVa ter Al low at;L.• Page If I SHRUB PLANTING z 0 N W iY Q 0 z CD z J > W W CL NITROGEN FORTIFIED 2" DEPTH MULCH 3" BERM BACKFILL MIX (1/3 NITRO FORTIFIED WOOD RESIDUAL + 2/3 NATIVE SOIL) 21 GRAM PLANT TABLET 1 GC 1TABLETS 5 GC 2 TABLETS 15 GC 3 TABLETS ALLOW ROOT BALL TO SETTLE TO FINISH GRADE FOOT TAMP FLAN ono ELEVATION N.T.S. 4 -PLY 1" X 24" RUBBER TIES INSTALLED W/ A TWIST & NAILED TO STAKE PINE STAKE 1 1/4" GALV. ROOFING NAIL (1 EACH END) TREE 1" X 4" RWD TREE PLANTING 4" DIA X 3'L PERFORATED PVC PIPE W/ STYRENE DRAIN GRATE COVER N.T.S. RUBBER TIES PLACED 6" MAX BELOW MAIN FORK rn Co OR BRANCH, INSTALLED W/ E O A TWIST & NAILED TO STAKE (2) 2" DIA LODGE POLE PINE STAKES - 15 GAL OR SMALLER, (2) 3" DIA LODGE POLE PINE STAKES - z 24" OR LARGER 00 C 1" X 4" ROUGH REDWOOD W/ 0 (2) 2" GALV NAILS EACH CONNECTION (LOCATE ON PREVAILING WIND SIDE) NITROGEN FORTIFIED 2" DEPTH BARK MULCH ALLOW ROOT BALL TO w SETTLE TO FINISH GRADE FIN GR I -z SCARIFY SIDES BACK FILL MIX (1/3 NITRO. FORTIFIED WOOD RESIDUAL + 2/3 NATIVE SOIL) FERTILIZER TABLETS 1 GAL 2 TABLETS 2 OR 5 GAL — 3 TABLETS 15 GAL 6 TABLETS 24" BOX 10 TABLETS OR LARGER TREE PLANTING 4" DIA X 3'L PERFORATED PVC PIPE W/ STYRENE DRAIN GRATE COVER N.T.S. REVISION REVISION DATE 4-4-18 5-11-18 JOB NUMBER DATE 3-5-18 DRAWN BY RKS SCALE 1-011 CD rn Co C:) E O _ C Lm U z U 00 C J 0 ICT 4— L w m I -z U)mz 0' LLI U) W M U) CL a� Q CU EU 0 2 _ E o U m V T) }^+ V) E (>3 r� T yy 10 a j G CD z� a U 2 r W O �s A, s REVISION REVISION DATE 4-4-18 5-11-18 JOB NUMBER DATE 3-5-18 DRAWN BY RKS SCALE 1-011 HYDROZONE1 1if A 9 1 1 1 KEEP EXISTING FENCE I • EXIST. 12'. DOUG. FIR TO REMAIN WROUGHT IRON DOOR 1 1 6' high STUCCO WALL HYDROZONE5 A-5 � 1" 11 I BASKET B 5125q 28"T OAK TREE L COURT HYDROZONE7 A-7 1" 6 • 1 DRIVEWAY EXIST. 16" DOUG. FIR oo\ TO REMAIN (� V 30 -INCH LINEAR LENGTH OF WIRE, COILED ID TAG WATER PROOF CONNECTION (1 OF 2) REMOTE CONTROL VALVE: INSTALL 6 -INCH MIN. ABOVE HIGHEST POINT OF DISCHARGE UV RADIATION RESISTANT PVC SCH 40 MALE ADAPTER (1 OF 2) UV RADIATION RESISTANT PVC SCH 40 PIPE (1 OF 2) FINISH GRADE/TOP OF MULCH PVC SCH 40 ELL (1 OF 2) PVC LATERAL PIPE (1 OF 2) DU REMOTE CONTROL VALVE KEEP - - EXIST. STREET LIGHT 0 16' 24' SCALE 1/8" -� HYDROZONE2 A-2 1 11 4 0 0 FC I P 32" DOUG. FIR TREE TO BE REMOVED SEE ARBORIST REPORT TREE #2 I-ey-11 MATO HYDROZONE6 A-6 1" 11 �i K KEEP EXISTING FENCE WROUGHT IRON DOOR STUCCO WALL 6'- 0" HEIGHT FROM NATURAL GRADE 0❑ Q IRRIGATION NOTES THE IRRIGATION PLAN IS DIAGRAMMATIC, THE EXACT LOCATION OF VALVES, LINES, HEADS, ETC, SHALL BE DETERMINED IN THE FIELD. LINES SHALL BE IN A COMMON TRENCH WHERE POSSIBLE. LINES AND SLEEVES TO BE INSTALLED UNDER PAVING SHALL BE SCHED. 40 THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOT OPERATE ANY HEAVY EQUIPMENT OVER UTILITY LINES AND SHALL HAND DIG ANY TRENCHES WITHIN 5' OF UTILITY LINES. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO UTILITY LINES AT HIS OWN EXPENSE. THE IRRIGATION SYSTEM WAS DESIGNED FOR A MAXIMUM OF 14 GPM AT 45 PSI WORKING PRESSURE. WORKING PRESSURE IS STATIC PRESSURE, MINUS ALL PRESSURE LOSS, WORST CONDITION AT FURTHEST HEAD/DRIP UNIT. THE IRRIGATION CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO THE CONSTRUCTION OF ANY PART OF THE IRRIGATION SYSTEM. IF WORKING PRESSURE IS GREATER THAN 70 PSI, CONSULT THE LANDSCAPE ARCHITECT FOR USE OF A PRESSURE REGULATOR. IF WORKING PRESSURE IS LESS THAN 45 PSI, CONSULT THE LANDSCAPE ARCHITECT. THE WATER SOURCE FOR THE IRRIGATION SYSTEM SHALL BE PROTECTED FROM BACKFLOW BY EITHER A BACK FLOW PREVENTER, OR AN ANTI -SIPHON VALVE AS INDICATED O THE IRRIGATION PLANS. ALL LOCAL CODES REGARDING BACKFLOW PREVENTION SHALL BE MET. ALL VALVE WIRING SHALL BE COPPER U.L. APPROVED FOR DIRECT BURIAL. CONNECT WIRES USING SPLICE-KOTE WIRE CONNECTORS. WIRE SIZE TO BE #14 AWG MIN. RUNS LONGER THAN 1000 FT. SHALL BE #12 AWG. ALL BACKFILL MATERIAL SHALL BE FREE OF ROCKS OVER 1/4" AWG MIN. RUNS LONGER THAN 1000 FT. SHALL BE #12 AWG. ALL BACKFILL MATERIAL SHALL BE FREE OF ROCKS OF 1/4" AND OTHER EXTRANEOUS MATERIALS, AND SHALL BE COMPACTED TO PREVENT SETTLING. AT THE JOB COMPLETION SUPPLY OWNERS WITH CONTROLLER KEYS, AND MANUFACTURES PRODUCT INFORMATION. ALL IRRIGATION DETAILS SHALL BE CLOSELY FOLLOWED, AND ALL GOVERNING CODES SHALL BE MET. THE IRRIGATION CONTRACTOR SHALL COORDINATE THE SPRINKLER HEAD LOCATIONS, AND QUANTITIES WITH THE PLANTING PLAN, AND PROVIDE PROPER IRRIGATION TO ALL PLANT MATERIALS SHOWN ON THE PLANTING PLANS. THE IRRIGATION CONTRACTOR SHALL TEST THE IRRIGATION SYSTEM PRIOR TO ANY BACKFILLING, AND SHALL CONTACT THE LANDSCAPE ARCHITECT WITH ANY DESCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS. NO TRENCHING WITHIN THE DRIP LINE OF EXISTING TREES SHALL BE PERMITTED. IF IRRIGATION LINES MUST PASS THROUGH THE DRIP LINE OF EXISTING TREES, CONSULT THE LANDSCAPE ARCHITECT. GREAT CARE SHALL BE GIVEN TO PREVENT DIRT FROM ENTYERING THE IRRIGATION SYSTEM DURING CONSTRUCTION. FLUSH THE ENTIRE SYSTEM THOROUGHLY BEFORE INSTALLING HEADS. LINE SIZES 0-6 GPM = 3/4" 7-15 GPM = 1" WATER -EFFICIENT LANDSCAPE CHECKLIST Cvn+mumly Developmeni Vepartmenl 10300 Torre Avenue 438.777.3308/Fax ,408.777,3333 Cupertino, CA 95014 planni"comfino.org C U P E R T I N p http: / I cu pertino.org/ p lanning PART 1; i F13TIFtEVILIC'ENSED PROFEiSSIONAL INFORMAI.10N � NAME z1c. icsRx.w SCP E-MAIL PFIt'F\E 3 f'r d Kn 1 a tl L I/I PART' 2. PROPERTY & PROPERTY OWNER INFORMATION °F "%"ROR+ PROpEg1Y pV,RdER NAME PROMFN OWNER ADDRESS IpSto �1C.Fr34(. 1>L V. 6 fIrSo 1q15C1 E-M=AfL PHOMF PRDJ@G A01)RE55 TURF AREA T ud shall mit exceed 25% of the landscape arm or 1,250 sq. R, whichever is leaser ih arm AY. 11, C] no turf PROM? TYPE :meek Arr Aar -u W ATERSOURCE SLA Turf shall not be planted on slopes more than 25% L� YES 0 New p Rehabilitated M Ratable [] IteCyded TOTAL LA�pI,E AIREA TURF PLANT AREA ❑ Non -Residential C) pn site captured rainwater 3$11 - _ Sc,rr. '7.__ _LSQ. FT. Zane 6 0 Graywater / 0.7 No inwasive and/or noxious plant species shat] he planted. $ YES WATER rURVEYOR NON -TURF LAN'7 AREA SPECIALLANMIAPE AREA MZ hydrnxnne shall be controlled by a sepsrata valve. Y" SOFLMANAGEMEXT Atka#4cu. yds. cimmpmsk@6inches deep,"heapplied per =54 FL ofkxiscapeam YES All irrigation emis5ion devices must meet the requiremen4 set in the ANSI A minimum three (a) inch layer of mulch shall be applied on alt exposed sail O= L PART 3: COMPLIANCE CHECKLIST Landscape Parameter Requirements Compliance TURF AREA T ud shall mit exceed 25% of the landscape arm or 1,250 sq. R, whichever is leaser ih arm $a YES C] no turf (No surf in non-residentiol area) ~ SLA Turf shall not be planted on slopes more than 25% L� YES 0.8 All portions of turf areas shall be wider than tea 170) feet (unless irrigated with j&f Y135 Low _Low Low Medium subsurface irr gation or low volume irrigation system). 283 _ 569 804_ 527, FLAN71NG AREA At least &]% (100% for non-residential area) of non -turf area shall consist of ER, YES Zane 6 or low water use pisnts. Zone 7 0.7 No inwasive and/or noxious plant species shat] he planted. $ YES syr YES - Plants with similar water needs shall he grouped within hydn manes. Each loy' k•pS 1� MZ hydrnxnne shall be controlled by a sepsrata valve. Y" SOFLMANAGEMEXT Atka#4cu. yds. cimmpmsk@6inches deep,"heapplied per =54 FL ofkxiscapeam YES All irrigation emis5ion devices must meet the requiremen4 set in the ANSI A minimum three (a) inch layer of mulch shall be applied on alt exposed sail O= L surfaces of planting areas, except in areas of direct seeding applu_ation (e.g. YES hydrtrseedirigJ. N Grading shall be designed to winimike soil erosion, run-otf, and water waste S. YES IRRIC,ATION SYSTEM Automatic irrigation controllers are required and must use evapobranspiraticn or YRS [] no irrigation sail moisture sensor data and utilize a rain sensor,v system lrsigation controllers shall be a type which does not lose prognuruning data in ygs ry the event the primary power source is interrupted. Page T of 2 Irrigation Efficiency Default Value for overhead 0.75 and drip 8.81 Plant Water Use Type Plant Factor Very Low 0 - 0.1 Low 0,2-0,3 Medium 0,4-0,6 High 0,7 - '.0 SLA 1 rdrozone Select System I m Frothe Plant Water Use Dropdown List Type (s) (low, click on cell belowl medium, high) Hydrozone Area Plant Factor (HA) (ft') (PF) Without SLA Enter Irrigation Efficiency (IE) Zone 1 mm, Drip Drip Drip Law - 'Low Low 0.30 0.30 0.30 -962 256 478 O.E Zone 0.8 Zane 3 0.8 Zone 4 Dnp Drip Drip Overhead Spray Low _Low Low Medium 0.34 0.30 0.30 0.64 283 _ 569 804_ 527, 0.8 Zone 5 O.E Zane 6 O.E Zone 7 0.7 716 Gallana 245 Cuhlc Fat 62 HOF 0 Aare -W 0 Millon of 03I10M x HA IRRIGATION LEGEND LANDSCAPE IRRIGATION CONTROLLER: RAINBIRD ESP-TM2 SERIES (12 STATION) INTERIOR MOUNT (TO BE MOUNTED INSIDE THE GARAGE) WEATHER BASED CONTROLLER USING LNK WiFi MODULE FOR AUTOMATIC SCHEDULE ADJUSTMENTS BASED ON REAL TIME WIRELESS WEATHER INFORMATION. TORO FLOW PRO ANTI SIPHON VALVE, (SIZE AS NOTED). MOUNT 6" HIGHER THAN HIGHEST HEAD. IRRIGATION LINE PVC CLASS 200, BURY 12" MIN. SLEEVE, 4" PVC SCHEDULE 40 BURY 18" MIN., EXTEND 6" BEYOND EDGE OF PAVING USE WHERE EVER IRRIGATION UTILITIES NEED TO PASS UNDER PAVING. P■O■C■ POINT OF CONNECTION TO BE DETERMINED ON SITE. CIRCUIT DESIGNATION GALLONS PER MINUTE VALVE SIZE O AGRIFIM MAXI-FLO BUBBLER 6 OUTLETS AT 10 GPH EACH OPERATING RANGE 20-80 PSI USE A Y -STRAINER DOWN STREAM FROM VALVE FOR EACH CIRCUIT (SEE IRRIGATION LEGEND FOR SIZE AND TYPE OF FILTER) USE 1/4" DISTRIBUTION TUBING ( .170" I.D. X.250" O.D.-POLY) -MAXIMUM RUN 8'- LINES SHALL NOT TEE. PROVIDE ONE LINE TO EACH SHRUB OR GROUND COVER, AND TWO TO EACH TREE USE SUPPORT STAKE #S6 AT END USE BUG PLUG #BP250 INSTALL IN BOX AS SHOWN ON DETAIL 12 TORO 570Z 12' RADIUS (PROVIDE ARC AS NEEDED FOR PROPER COVERAGE) 0 I HAVE COMPLIED WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND HAVE APPLIED THEM F R THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN Sianature 4-4-2018 RUSSELL STRIN4I AM LA #3091 WATER -EFFICIENT LANDSCAPE CHECKLIST Communily vevelopment veparrmen! 10300 Torre Avenue 08.777,3308JFas 408.777,3833 Cupertino, CA 95014 p lanning®cu pergrno.org C tJ p E R 71 N D h ttp: / / ru perrino.o rE/ planning 95 Landscape Parameter Requirements Compliance IRRIGATION SYSTEM Pressure regulators shall be installed an the irrigation system to ensure the 4- U (D z dynamic pressure OF the system is within the manufacturers reeomrnended it YES U J pressure range. C� ti Manual shut-off valves (such as a gate valve, ball vane, or butterfly valve) shall syr YES co MZ be installed as close t0 passible to the point of cplmectlan of the water supply. Y" U All irrigation emis5ion devices must meet the requiremen4 set in the ANSI M O= L standard, ASAPS/ICC 8024014 "Landscape Irrigation Sprinkler and E"iter U) N Standard." All aprinkler heads installed in the landscape must document a] YES ( rte. D distribution urdomlity law quartet of 0.65 or higher using the protpCot defined in .ASASE/ICC 802.2014. ry a) a Oedirated irrigotiAn meters are required for non-residential projects with more YES U U � than 1,000 sq, ft of landscape Area. WATER FEATURES pool and spa covers shall be installed. to e �Gp ( }� JQn Cl YFS n pool Rectrculating water systems sgswater hall be ed for all ter features. C1 YES M Ober: -_ - E � El no water fe■tuxes Water Wtutrs are limited W 10% of the landscaped area. YES o U f am aware of available informational resources regarding native and low water use plants, irrigation efficiency, and other aspects � of waWr-efficient landscaping. 1 certify that the informapvo provided on this checklist is correct and the installed landscape complies with the requirements of Chapter 14,15 and /or the requirements of the Prescriptive Compliance Option. I also understand that any changes ro the project will necessitate a new checklist I-�' 51GNAYV9&oFPRC7YEFTY 6WNFRO 6RIZ T'iVE DATE E Ia S[Gf1A7"[1RP >r VStinICERT, i PE FW-IFE TONAL, PPATF. Applicant Comments Staff Evaluation Staff Comments Approved I� Not Approved �--+ Permit # SIGNATVRE DATE. Page 2,f 2 Click on the blue cell on right to Pick City Name ET, of City from Appendix A Total Landscape Area wits: o} x (0.62) x [(0.55 xLA) + (1.0 - 0.55) X SLA)] 356 N Q MAWA calculation incorporating Effective Precipitation (Optional) Preolpitation (Optional) ETo of City from Appendix A Total Landscape Area rn o 95 177 105 211 2981 1 ISpeciai Landscape Area ETWU complies with MAWA Enter Effective Precipitation Resufts: MAWA = [(ETa - Eppt) x (0.62)) x [(0.55 x LA) + ((1.0 - 0.55) x SLA)] Jose 45.30 527. 1 3352 I 0 I 3,879.00 59,920.08, 9,010.18 80.10 0.18 0.06 45.30 3,879.00 0.00 0.00 Name of City ET, (inc heslyear) Overhead Landscape Area (ft) Drip Landscape Area (ft) SLA (ft`) Gallons Cubic Feet HCF Acre-feet Millions of Gallons ET, (incheslyear) LA (ft') SLA (ft2) Total annual precipitiation (inches/year) IEppt (iniyr)(25% of total annual precipitation) Gallons Cubic Feet HCF Acre-feet Millions of Lallans G N Q C.0 rn o 0 E 0 Co i U C3 4- U (D z Q U co U J C� ti 0 CrL V co MZ U J L M O= L ^//1 W U) N ( rte. D U) ry a) a U U � E � o U � (>3 E �--+ 0 E 1 CO G � U z ' Q N Co i U C3 REVISION REVISION DATE 4-4-18 JOB NUMBER DATE 3-5-18 M' DRAWN BY RKS SCALE 1/8"=11-011 z/ / X � /p xl .2 2 AC CB ONC ROLLED/CURB W / Cl)X l.1 X T CONIC CURB CONIC C RB & GUTTER / SDMH X X WM X GROUND GRIM: 99.76 X CB XZ X � %�'O 1 _ 16" / O yp^ o DW X 0' EASEMEN, X �� y0 _ O ^. X / O O AC ")yo / 100.3 4 1 _ Q4,() STREET L P x O XX ONC X GROUND / J x 9 XI 00.2 X / X100.1 -�- O CONC / S C E � I B LVD ----- ___ --� - -- .0 yX (R/ OVARIES) ° O x100.1 / GROUN11< 0 / = X100. o X o X100.0 S CO I � � I DWx'o0.1 X CONIC X 11.s o� -� 00.5 1.6 _ - - X� � 1 ' T C 10 " W - - X101. 0.8 0 �I X x102.9 GROUND 1 N 1111 1 1.8 0.4 x---Tf__ oz.s DECK x102. 1 1.8 X 102.9 CHIMNEY X M x ---- x XI GARAGE FIRE PIT X: CONIC FF: 101.64 X x DECK I 28"T HOUSE X 2.9 -x� Ln �E-, CONC I xi x---�X, , \ X 28"T � X102.`1 XI 02.3 X98.5 32"T X102. X102.0 X101.8 XGROUND x X ONC ST � ONC FF: 102.93 x X x X� ONC CRAWL SPACE X FF: 103.22 --- ROUND ' w e ---_ x X X101.8 - N1X X101.5^X X1011.7 X101.8 X101.6 X x : 9.6 oGX101.7 .7 ONC ROLLED CURB x1oo.7 ' XND X b� x _- - - - CONC CURB - GUTTER 141.88 100.6 G&E BOX 0 DW EDGE 0 P EMENT 00.0 s AC `" 00.7 I = O X100.1 I 1 10280 Scenic Boulvard Cupertino APN: 357-08-045 SMP ENGINEERS CIVIL ENGINEERS -LAND SURVEYORS 1534 Carob Lane Tel. (650) 941-8055 Los Altos, CA 94024 Fax (650) 941-8755 AREA DRAIN GM X - CONC o I X102.2 X I 1z.s 2.4 I TREE DRIP LINE, TYPICAL X X GROUND X Ln X I(-0 X101.8 ^ ' X ' SSCO X X X -- -XX- Scale: 1" - 10' LAND J� Prepared by: " JOHN C. MARSAU Checked by: * NO. 6378 Date: I Project 4/No2017 ��9TFQF CA~Q 217035 CONC �-J -[" 0 X X o O - - -- - z TOPOGRAPHIC SURVEY MAP Sheet No: T-1 DISCLAIMER: SMP ENGINEERS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN. NOTE: THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2444). SURFACE FEATURES ARE LOCATED BY MEANS OF A STATION AND OFFSET FROM THE CONTROL LINE. BASIS OF BEARINGS: CURB SPLIT WAS ESTABLISHED. RECORD INFORMATION WAS USED. PER RECORD MAP, BOOK:441 PAGE:3 WHICH IS FILED IN THE COUNTY OF SANTA CLARA RECORDER'S OFFICE. SITE BENCHMARK: SURVEY CONTROL SET MAG NAIL ELEVATION=100.00' (ASSUMED DATUM) NOTES: 1. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF. 2. THE GROSS AREA OF LAND OF RECORD IS 11,186 SQ. FT. f. AREA WITHOUT EASEMENT IS 10,264 SQ. FT. f. 3. THE MAP WAS BASED ON A GRANT DEED DOC.# 22918239 BY FIDELITY NATIONAL TITLE CO. DATED 4/15/2015, RECORDED IN SANTA CLARA COUNTY. 4. ALL EXISTING BUILDINGS ARE WOOD. 5. FOR PRECISE SPECIES OF TREES A CERTIFIED ARBORIST SHALL BE CONSULTED. 6. THIS DRAWING REPRESENTS A TOPOGRAPHIC SURVEY PREPARED IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS ACT. THE PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD DATA AND REPRESENT THE BEST GRAPHICAL FIT BETWEEN RECORD INFORMATION AND THE TOPOGRAPHICAL FEATURES SURVEYED AND SHOULD NOT BE RELIED UPON OR USED FOR ANY OTHER PURPOSES. PURSUANT TO THE CLIENT'S DIRECTION A BOUNDARY SURVEY WAS NOT PERFORMED AT THIS TIME WHICH MAY HAVE DETERMINED THE ACTUAL PROPERTY LINES. SCALE 1"= 20' GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) I inch = 20 ft. O REVISIONS DESIGN DESIGN CITY APPR. BY DATE APPR. DATE CITY OF CUPERTINO AC ASPHALT - - - - - - PROPERTY LINE AD AREA DRAIN ANC ANCHOR EXISTING LOTS B SB L BUILDING SETBACK LINE CENTERLINE C &G CURB AND GUTTER C13 CATCH BASIN EASEMENT LINE CO CLEAN OUT - - - -ss- SANITARY SEWER LINE DW DRIVEWAY EB ELECTRIC BOX - - - - _SD - STORM DRAIN LINE EM ELECTRIC METER - OH OVERHEAD POWER LINE EP EDGE OF PAVEMENT FH FIRE HYDRANT WOOD FENC E GA GUY ANCHOR GM GAS METER GV GAS VALVE �- POWER POLE V IRRIGATION VALVE FIRE HYDRANT LP MB LIGHT POLE MAIL BOX MH UTILITY MANHOLE JOINT POLE P.U.E. PUBLIC UTILITY EASEMENT P BRICK GONG PILLAR Op SURVEY MONUMENT FOUND PP POWER POLE (R) RADIAL BEARING SL STREET LIGHT TEM (ELEVATION) SDMH STORM DRAINAGE MANHOLE SSMH SANITARY SEWER MANHOLE wv WATER VALVE SSC0 SANITARY SEWER CLEAN OUT TO D THROUGH CURB DRAIN TS TRAFFIC SIGN VG VALLEY GUTTER WM WATER METER WV WATER VALVE DISCLAIMER: SMP ENGINEERS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN. NOTE: THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2444). SURFACE FEATURES ARE LOCATED BY MEANS OF A STATION AND OFFSET FROM THE CONTROL LINE. BASIS OF BEARINGS: CURB SPLIT WAS ESTABLISHED. RECORD INFORMATION WAS USED. PER RECORD MAP, BOOK:441 PAGE:3 WHICH IS FILED IN THE COUNTY OF SANTA CLARA RECORDER'S OFFICE. SITE BENCHMARK: SURVEY CONTROL SET MAG NAIL ELEVATION=100.00' (ASSUMED DATUM) NOTES: 1. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF. 2. THE GROSS AREA OF LAND OF RECORD IS 11,186 SQ. FT. f. AREA WITHOUT EASEMENT IS 10,264 SQ. FT. f. 3. THE MAP WAS BASED ON A GRANT DEED DOC.# 22918239 BY FIDELITY NATIONAL TITLE CO. DATED 4/15/2015, RECORDED IN SANTA CLARA COUNTY. 4. ALL EXISTING BUILDINGS ARE WOOD. 5. FOR PRECISE SPECIES OF TREES A CERTIFIED ARBORIST SHALL BE CONSULTED. 6. THIS DRAWING REPRESENTS A TOPOGRAPHIC SURVEY PREPARED IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS ACT. THE PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD DATA AND REPRESENT THE BEST GRAPHICAL FIT BETWEEN RECORD INFORMATION AND THE TOPOGRAPHICAL FEATURES SURVEYED AND SHOULD NOT BE RELIED UPON OR USED FOR ANY OTHER PURPOSES. PURSUANT TO THE CLIENT'S DIRECTION A BOUNDARY SURVEY WAS NOT PERFORMED AT THIS TIME WHICH MAY HAVE DETERMINED THE ACTUAL PROPERTY LINES. SCALE 1"= 20' GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) I inch = 20 ft. O REVISIONS DESIGN DESIGN CITY APPR. BY DATE APPR. DATE CITY OF CUPERTINO