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DIR-2021-022 - Approval Set Exhibit D krt,E(q iision iCup1rptiln7omEDes i g n Drawings -CUPERTINO APPROVED Case# D I R-2021-022 Application Number(s) Approval Body: Director/ Staff Approva I Date 05/06/22 Signature Jeffrey Tsumura Case Manager U3r1q1jd1dte eotl l ion nningvn - uper in CUPERTINQ APPROVED case #Mirage is[mFgujptyjy created from over 400 cast-glass cylinders made from sandpofighi,abfing from deserts across the Earth. The shape of the ApprovILOc � rgrbpv,qkp a desert dune and its curves will be integrated ApprokMNnethgQpW0ng grove of olive trees on-site. The cast-glass columns Signat&7" feetetarRUw_ill sit within a concrete and steel foundation completely hidden ben6altrtho ground. Above grade, only the glass columns, pathways and signage will be visible. Mirage will engage and invite visitors to meander along and through its curves by three (3) accessible pathways including a direct pathway from the Tantau ave sidewalk. The sculpture will be Illuminated by small LED lights set at the base of the columns, allowing the sculpture to gently glow through the evening hours. Q0 V r,annin l l� ,,,Vyithu Objective Standards CUPERTINO APPROVED case#This Art irmW�lgtgoftis complimentary to the established design program for Appl&rPiarkP,,,Th{e art installation fulfills #DP-2011 -04, condition #28 - Approe3.1i�e ggya6}rg@Mp)r�Spent as part of the Apple Park Entitlement and ApprdQoiroja4es0&/q 2Me City of Cupertino's Ordinance. Signature Jeffrey Tsumura Referenced'App Cation No(s): ASA-2011 -14 DP-2011-14 TR-2011-39 U-2011-11 (EA-2011 -12) 'tign Intent CUPERTINO APPROVED Case See Follojgo�'-0lEg s Application Number(s) Approval Body: Director/ Staff Approva I Date 05/06/22 Signature Jeffrey Tsumura Case Manager � lyy.�' �A �..�?R ���='x' I}��, -2Y � �`` ��{ _ f_•s ,i' �` @ a.-� v.� ti '� � as � t I �/ • �- - • • - �- • - _ � �. t�, � ,`"�;&.• � :��J .-�� ��t"i:S'�A•�����':�.�. � �;'` ,Ri I.a,{F1+ F w �1� y � �+�' .? _ - '� � _��'� ;; �; ;,-� ' mac' r �� �'. , �� , I,�ir r' �` � � .•�: h urn■ f) �YPr�t.` iti � a� �' `c ��� '{ * � „Y a� '� `r .� 1pt itT Ok All ' 4 `•• IV ti-�r��. r ti. 1 y.f• a,,w • • r• cy 7 t.';t• rah,,yam_-}�.,, iyR .�- •?y., t'r - X y sa` �-��- •'x' 4 s � ,�ji ..1f' kix yl F:i" c�4 �. " ♦ • • ♦ • • ♦ • • • i � yoga • ♦ • I • • ♦ • .x � ,� ., T �'� ter'_+. Yi ..s {� t �' _ � '•ti'3' ♦� �► 5,h - :.'y �� '.F' - 3, .has. a. 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Y ;�� - - . contemporary experience, I • I space .a••_ ;r ;♦ � [/,� _•f.y., d r1 r .k l' 3 I���A' 11 i s .`/ Y ! _t te. .. _ for contemplation, and a connection to the _ .•��'i��', _ r-•' -`, rni} ��•wy�� c J `�c"l ��`° ��., ,;��i�' '• �, y�; A:r - V�1� ., .�r't' ;r - � - �� .� ,., - beyond. Only glass will be visible, focusing a attention tothe purity . • authenticity of - "++'_ j. - , _A,r .. ��. S�.�4 - . -- - �•� n,FL. EGA, \ 1 '` _ _ .. ---•\ .-,� - 1' i ;. '{ -.,1s• ram_ j ,�: s.', .,•: _ -��.,- - _ .-. " ', ,< ��'r oi�,., - _ .�^sue' - � o �� " _ _,�,. � 4� •� material. The artwork will be entirely integrated with its surroundings, A,' IN Ak .. R\'rr.' _ - �' , �,e. b"r��Y,� - -•\ �"'' - .; 'mac ./ ! . .��-detail considered. i .•: i The glass columns can be seen through the - _` 4C,!` H--. �.L$= - • -, a .. -- ?'� --�' ':�- ,`CS' •Ir1i. ...;.� -i`^ . ,r.®6-. ,r - ,-i/� -t• '. •D. ► `�.4�'.- 1- f.` '.-�, - - ', `o - 'fir a,'� rs'. ->_ - �' �1 r�_ tn._ -- ,�•� _ -.;f / - - •.i. „!1yG•�•`,.• '`�.•a. ate- w:4 _ � - Jij �,. . . -. .� s� - �1 l- i - /+h ••. -�.- -.- {.. ..tea ,,� -,,, trees from the visitor center, Tantau avenue j,and beyond, evoking a sense of curiosity : Y'^V+l a - v Imo. � n.• _� '� f `_ ..� ice' ., ,��ti'�_ r�. ►` -� - - - - 'tl fit• `►!! - / :I N - - .� `` Rr s r—and discovery. Local residents, staff, and w'3 tourists from across the globe can touch the artwork. This tactile, sensory experience will w*' _ y _ ,J 'l.9". �• a't r: '�` ..y ma's �' -t�:, •Rs.Y-al.' _ - -.t' � � :� . ;.` /. .'��. � `Qy� .Y - t 7� - •fir ,!46+,\ 1 - 1 ignite imagination across generations, ,I - ! -,� r � 7)•'� 1 "' O ,.� as , - / I each piece of glass acting as a portal to otherworldly landscapes. The practice of ,� ?i /`�' -1'- ,y.' , - �`. - - _ 1 of _ ._,.�� � � 1'- - �'�., �. - I. � \ - •� 1 �1 f - �'_ watching the light fall through the columns q/^`-/- ` �• \ �.�:.�Y � -:,A, G 1^Y. ,d T .►1 w- .. .. •� �a1� i• I' rI 1a/, i ''` - will encourage meditation. The desert is often experienced as sublime, .. .'� r'af�,.y,,� .�++ri ��/• mot., ��w' 'f � r�n �- " arm �' - 1" in II 'I' j ]I ~� 111.' '.I -'-r,.1 r._ ..,;, `�' :--'\v-6,�.C-'t�,n�R {.{ ''� t- .�R - •. ,.s,:_ > � I 1 } �� i � �. ��` ` � I I �•Y If ii Ir i' endless, ♦ • harsh. sculpture - ''�,�+-'- ,Vol I I� h '• desert expanse is unexpectedly transformed into liquid-like, translucent material, - - III 11 I I I I. _ If ,.r. g •I � 'I � I •�� .I ,I Y �f ' I N R 1'I i I'. I. I, Y`I (I I i I � Q i y I, :I Y! flowing � r like a dune shaped by the wind. The cast glass will be smooth, with characteristic light I 1 a - P I I i .I �N ,I,`` I, 1 Al F,!. q e�t 1 �,� 'I� I �•I ,I i i i. +i �I ,F Y ';! Y •4VFit VI �� I$ D �, Ipi B � ��r ;,' i ;� i I 1 j I � � II �.�' v � I I ., I{,; I bubbling I d by the hand • I The unique desert mixes will create pillars i t I I i tinted clear to very subtle - - Tthe he 'II artwork appears like an apparition: blurring I visible ♦ • invisible, inside ♦ • outside, near ♦ • far. combines great weight lightness, transparency with depth, and melts 9 • its environment. daylight sculpture ♦ iridescence, I • in the evening the sculpturegently glow. 23M�� ;yr� � C;�up �o & Grading CUPEftTINQ APPROVED case#There areDJgLgoS)oppeviously approved drainage management areas (DMA) onpp h, parcel. The project proposes to modify two of the ApproW)bP6gy: aJ;@tP ,fyvhere the artwork is being proposed will be Approc hiirminated*ioT/Ne DMA immediately north of the art work will be Sign atwmodifi&d/dauglmanted to ensure that the site remains compliant with the City's C3 dratirr gle requirements. Please refer to the preliminary civil drawings for additional details. ASA-14 m Co munity Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # D I R-2021-022 Application Number(s) Approval B dy: Director/ Staff 1 i o Approva I D 3te 05/06/22 I w Signature Jeffrey Tsumura cl� Case Manager I � I ANDS Jr Dr Vr JP]Mr N r ONE I l r NOTES 1 (IDOC. 1\10. 23574613) S89'25'S8"W 181.83'(T) 1. THIS PLOT WAS PREPARED FROM INFORMATION FURNISHED IN A PRELIMINARY TITLE REPORT, PREPARED BY o a a a a a FIRST AMERICAN TITLE INSURANCE COMPANY, DATED JUNE 14, 2021, ORDER NUMBER NCS-1072866-SC. NO z -- -- -- _ - - - - - - - - - - - - - - LIABILITY IS ASSUMED FOR MATTERS OF RECORD NOT STATED IN SAID PRELIMINARY TITLE REPORT THAT 37.78 I 179.31 !2.52 MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR EASEMENTS OF THE PROPERTY. m � I i i 2. ALL DISTANCES AND ELEVATIONS SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF. - ' I i z � ! J I 3. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING ON-SITE UNDERGROUND UTILITIES AS SHOWN ' N {J3 M 49_51) I I ON THIS TOPOGRAPHIC SURVEY WERE OBTAINED BY FIELD LOCATING AND MAPPED BY SUBDYNAMIC LOCATING SERVICES, INC. ON MAY 26, 2021. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL o ' o EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. (A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND z UTILITIES). HOWEVER, THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR p i i`i ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WHICH U') ARE NOT SHOWN ON THESE DRAWINGS. > / o w Q �/// \` _ _ _ _ _ PHYSICAL ITEMS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE ITEMS VISIBLE AS OF THE DATE OF THIS ! J r i SURVEY. SUBSURFACE STRUCTURES, IF ANY, ARE NOT SHOWN. SAID SUBSURFACE OBJECTS MAY INCLUDE, a/ (93 M 9-51) BUT ARE NOT LIMITED TO, CONCRETE FOOTINGS, SLABS, SHORING, STRUCTURAL PILES, UTILITY VAULTS, MELODY LANE PIPING, TANKS, AND ANY OTHER SUBSURFACE STRUCTURES NOT REVEALED BY A SURFACE Q) 1 - - i / o 4. THE SUBJECT PROPERTY IS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR SANTA CLARA COUNTY, CALIFORNIA, MAP NUMBER 06085CO209H FOR COMMUNITY NUMBER 060339 (CITY OF CUPERTINO), WITH AN EFFECTIVE DATE OF MAY 18, 2009, AS BEING a a a a a - I ,' LOCATED IN FLOOD ZONE "X" (SHADED). CF/p�F ___; i I LOT 3 I I ACCORDING TO FEMA THE DEFINITION OF ZONE "X" (SHADED) IS: AREAS OF 0.2% ANNUAL CHANCE FLOOD; � 0 / QR 6 - % (93 M �i9-51) I AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE 802). ! I I AREAS LESS THAN 1 SQUARE MILE; AND ARES PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. = N // • N6jS - 0 5. BENCHMARK: / CITY OF SUNNYVALE BM-89; BRASS DISC IN TOP OF CURB NEXT TO CATCH BASIN AT THE NORTHWEST N CURB RETURN, INTERSECTION OF QUAIL AVENUE AND HOMESTEAD ROAD. I__L o _j / LIMIT OF WORK °i I I i ELEVATION: 142.012 FEET (NAVD88 DATUM) SEE SHEET 2 1 ,O r 41 N (93 N1 49-51) 1 I 6. BASIS OF BEARINGS: N CDI THE BEARING OF NORTH 00' 26' 29" EAST TAKEN ON THE CENTER LINE OF NORTH TANTAU AVENUE AS ,A / ° I 14 r1 1 SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON DECEMBER 19, 2014, IN BOOK 879 OF MAPS LL/ o o o ° I _ _ _ _ _ _ I `" AT PAGES 19 THROUGH 25, OFFICIAL RECORDS OF SANTA CLARA COUNTY WAS TAKEN AS THE BASIS FOR w co Ljj / ------------- i I ALL BEARINGS SHOWN HEREON. > 7. CORNER RECORD NOTE: o U N w THE DEVELOPER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION AND FILING OF o U � � � � 1 � fu PRE-CONSTRUCTION AND POST-CONSTRUCTION CORNER RECORDS FOR ANY MONUMENTS OR PROPERTY � c, � �_ — — — LOT J Z I 1 CORNERS SHOWN HEREON THAT MAY BE DESTROYED DURING IMPROVEMENTS TO THE SUBJECT PROPE TY AS � 0 b o/ (93 lYl �i 9-5"1) I 0 1 DEFINED IN SECTION 8771(B) OF THE PROFESSIONAL LAND SURVEYORS ACT. M U, l� ��/ I L0 / � /' /j co Q Q CO - - - - - - � Q I �h/ 0 s o � PARCEL 2 o I z Qo 0 o (879 M 19-25) w - - - - - U_ O / LOT J Io 6 I Q (93 N1 49 51) SHASTA DRIVE U � 1 I i - - - 1 �� L D I I / S Uj w o Z) LOT i I I (93 M f 1) I Cr N 2 > z 9 07 19 2021 w N8 PREPARE NDER THE SUPERVISION OF DATE * * Q 40.00' 1 1 RODNEY A. STEWART II P.L.S. 9225 0.00 I - - - - - - 1 ' �9T P C � Z) U of I U z z LOT 8 I I " Q o I !� (93 Nl 49-5"1) 1 1 � O ~ w 0 J I IN 1 O I ^ a 1 I L.� 0 7.50' P.U.E. o _ E i �, I_ Z _ PARCEL 1-19A nI Q Q I ' O z0) I (7757 O.R. 626)cyi �'LLJ< M I (� z w I CV N o N N�21 ��,E SR, N LOT J ; O O CDQ CD lb M 419-5'1) lb I z R=50.00' 0 O N I D=72'49'36" ,-� L=63.55' S89'25'11"W 247.78' I I I I to N PRUNERIDGE AVENUE Q _ _ _ _ N89°25'11"E 467.81'(T) _ _ _ - j - - LLU 461.19' M NORTH a_ 1 76.62' U O } I I DATE JULY, 2021 w I > I j 1 - - - - - - - - - - - - - - - - - - - - - - �. .� - - - - - 0 20 40 80 120 SCALE 1 = 40 SURVEYOR LEII Scale 1" = 40' DRAWN BY LEII o I I I i I JOB NO. A21093 I SHEET i N 1 O N OF 2 SHEETS N Co munity Developme Depart ent / i o, 'ss o SD �2.52' CIO j �Ss a woe n p 1 SDMH Planning Division �Cuperti i F �� �� 152.86 RE CUPERTINO APPROVED o ' ��^� i Os� Tree Rootball Case # DIR-2021- 2 / ��F I I (TYPO I --SDI 000000mAp�GcationNum eres �HLINE / �4'TR SEE RIGHT 's� V� so i l 'ss �s z Ap pro va I dy: Director/Sta woe / o 90 n o 05/06/2 " o /f � Approva I ate sss i ��. / A sUGoo conere� I LU Signature Jeffrey Tsum�ra � CasdMa ager / o �� OQ 3q S� o o w S� . S�2 C�� S 1 y,9 , S T 6, SO �2� MT �11 18"MT Fy Fy i � `` i •6., l i � s,� � �� II � �s� � � �� � � �p V7777 Ss R W IB 1 o�� o s�g� s�o z 50, U.F Q i CIO Concrete Walk F Landscape sss j Grass 82 � 6 n n 6�/ 53.8 �U2) -n o B i -153.9 54 N �s q o � 15 1 0 IB �sA Exterior Equipment b S IB sSs w Room Sss w w 7 ( �08 R 4" T�� F� F� •10" o 1 sF EMH E = II o I E II n / N / � � Landscape / .� sss Z / IB Grass / P Grass O IBD o UNDERGROUND �' _"� �S LU / GARAGE LIMIT �1� /cy PO sQ n �� 6 F B ��� 6"FS O I sss n moo / 5 & FOB R W--c �0 �� o % S l n � o F` "T ���0'1TR 2°MT����U� a III �� 8„ ' LB i Grass A6 I �Q / Grass Q o .4„ o �� RW �° �s S8 i n / 'Ss�6'' / l E lG O -- - --- -- - � �� Q z------------------- /31 6' / / 9 Concrete Walk ��ti �ti �q D Concrete Walk �Vv �� �� -SD �� SD ��< SD C L\ ssoSDCOs E o o B s7 �12"CLSTR �� �� �� 14"MT B FGG F� ��'TR L "SDCO n N I EV �� �� �� fl SQL 14"M �SQO �� 2"MT • �� •10" ��� % / / r- DI 15269 RE j � / o ° �� Grass IE 147.45 12 IN-S) 1 Grass n � � o 1 � v IE 147.39 12" OUT-NE) �s o r7 sss o L S S � S :n g s MECH / S 3� N 6S / �� 1� �S � MECH � '` / � QO O� �� s� Q o Concrete sss / a N �� N o s / sQ �. sL �� �s o I 6 � Q RW S o o �n / V S s s � 0 5 I �� Grass g lss s _ o, � � > >s �. , � O 6' I Tree Rootball m a, �� �S >» �� � z PARCEL 2 4'TR W�� � 14" I ,, >a n 0 / / • 14"MT �16"MT S 24"MT� �1- > o �' , (879 M 19-25) MATC H LI N E 's 8„ �� � sQ� ,SQ 2 o n SEE LEFT > > UNDERGROUND �24"MT GARAGE LIMIT / O o U 1� �S SDCOO m G / G Ao // s 4 ��1 B IB s�� / �� OIBI u s o - /o� n S / n� �S o 0 1 rn Ln LJ 6„F > >sA �6 �� 1� v Q 6 FS S �`� � IB I �, % > o o� DI 151.46 RE >6 IE 148.11 12"(OUT-N) — �� ��� s�, Grass �� IBI ---- s�, LEGEND ABBREVIATIONS Grass �I i SLB 8V G i14„MT SOS �� 5��� �5v� 14" 16"MT o �� _ z 16" l �SQ� SQ 10"M T C) + CENTERLINE AC ASPHALTIC CONCRETE o ;c 's N s �o_ �� 5. CONCRETE/BLOCK WALL AD AREA DRAIN LL n / s I � Landsca e ��`� �'� �, s I ��� � P CONCRETE CURB C CONCRETE WB ti o - h o CONCRETE CURB & GUTTER / �S / �� % �s 's o � TOP 12"PIPE OUTFALL 153.1�8 Storm Drain B �° j 'sQ �- 100 - MAJOR CONTOUR LINE CB CATCH BASIN U IE 152.13 Box (TYP.) B Concrete SSF �- 101_ _ MINOR CONTOUR LINE DI DROP INLET -12"SD < AD 154.39 RE EASEMENT LINE DOC. DOCUMENT / WB W o� o E 153.15 12"(ouT-W) _ E ELECTRIC LINE E EAST y IB I IBO /s s EO FIBER OPTICS LINE �. Grass S F IB �� UKD �� ! o 'o �� 's —G GIAS LINE LINE & VALVE EMH ELECTRICAL MANHOLE OIB ti UKD �� �o �sS y -- �9� o 'so o •10" —IRR _ _ IRRIGATION LINE EV ELECTRIC VAULT 14"MT �o. o 'so �� 16"MT •8" �� •10" I �� —MECH LINEEW EDGE OF WALK W 6"MT �o �0 9 /� oo MECHANICAL PIPING IB IRRIGATION BOX W ass o `' �� �� ��? o o� - �� PROPERTY LINE > Z I � z A i / �o TOP 12"PIPE ouTEALL 153.34 h �`D o �� — — PROPERTY LINE FORMER IE INVERT ELEVATION LJJ / �� , �. sL o 0o RW RECLAIMED WATER LINE & VALVE / / MECH IE 152.22 LIP LIP OF GUTTER ECH �� �55 sss SANITARY SEWER LINE-MANHOLE & CLEANOUT - - SANITARY SEWER LINE OVER 24"DIAMETER M MAPS Q w IBI SIDEWALK MT MULTI-TRUNK 6„SS B� B RW SS S Ssj o o� % °tea _ — RW ' oo.ao SPOT ELEVATION N NORTH � � —� �� SDI STORM DRAIN LINE-MANHOLE & CATCH BASIN Q j ��p� 'sue s 's 's —SD STORM DRAIN LINE OVER 24"DIAMETER N0. NUMBER STREET O.R. OFFICIAL RECORDS z U o o �� 155 s � s� s� ' , —sL STREET LGHTMCONDUIT LINE Z 155 Grass 20"MT SS 16"MT Grass �sS 16"MT �� �_�� s�>> o �� v / IB IB 016"MT • 16"MT SSCO 18"MTO ss o� ___- 16"MT• �� _T _ TELEPHONE LINE P.U.E. PUBLIC UTILITIES EASEMENT � QCn — c, / B UNDERGROUND I 's0 SL—� Landscape UNDERGROUND GARAGE LIMIT (R) RADIAL BEARING O O 5� IB IB B B B GARAGE uMIT B —UKN UNKNOWN UTILITY LINE IL i B s� IB Rw n RW RW � SL ��°a° —W�� WATER LINE & VALVE RE RIM ELEVATION = o ❑ AD AREA DRAIN / �t �� R W RIGHT OF WAY ova BACKFLOW PREVENTION DEVICE S SOUTH - -------- -------- - i j , / -- -- ----------- � ------------- - - ------ --------------- ------- ------------ o ----- ----- ----- ----- �� DOUBLE DETECTOR CHECK VALVE �o � CB-TC 154.19 0` sQ CB-TC 155.51 �� �s oo s� o s ��, SDCO STORM DRAIN CLEAN OUT IE 152.52 6"(OUT-E) IE 152.42 4"(IN-SW S� �� 9S ��� ASS �} ♦ ELECTROLIER o s SLB STREET LIGHT BOX o / ��' � '� li � Rio IE 15241 4"�IN-SE - i Rio lio � FIRE DEPARTMENT CONNECTION A IE 152.32 6'(IN-W • FOUND 5/8" BRASS ROD WITH PUNCH SSCO SANITARY SEWER CLEAN OUT IE 152.26 12"(OUT-N O FOUND 2-1/2" BRASS DISK WITH PUNCH IN MON WELL (T) TOTAL O `1 o o • FOUND 1 IRON PIPE WITH PLUG o °� •12"TR TREE TC TOP OF CURB �, i s� o �� ��� ❑ UTILITY BOX (TYP.) TYPICAL a WALK-BOLLARD LIGHT , As Pavement � h � Ac Pavement Ac Pavement UKD UNKNOWN DESTINATION �� ��� ��� WATER VALVE VCP VITRIFIED CLAY PIPE / Cn L UNDERGROUND W WEST sQ F� GARAGE LIMIT sss o WB WATER BOX ,moo 8'F c o', ,,o ASS ogogogo > 000 00100 O o °o0 0 0o z Q n / %°goo 01. \ --- 18"MT --- p[ 410"MT L.LiS� �O� O� �s �S6 Tree Well � Fy NORTH �S Tree Well 9So CD Q �h Q (TYPO (TYPO F� U r] o=°s��°s°0�0�0�0�0�0�0�0�0�0�0�0�0�0�00°°000000000� 0000000�0�0�00000 0�00°�gr�ao 000ooa000ao0o0o000000 ��/ / / SDCo °� � '�-- -- -----L° D 0 03/2021 / SD— ============--=— =======-===========---------____________ �_ / / � / —'s6 ---------- s�, A SHOWN > / + ss + + ss + 0 5 9 0 20 30 S V R J S i ! / _ l A /i—�V i— ,� /� �V o /�—�V —�\ /i—�\ SCONE �� = 10' DRA S p 016"MT d J / S� / �� •12"MT �14"MT / �16" �16 �24"MT �16"MT / v / v n v I v i' rn � _ � n v i JOB NO. A21093 o / �� + Tre(Typ.) + + (Tpp)Well + Tree Well < / (Typ.) SHEET CV OF 4 SHEETS N C mmunity Development Department I I Planning Division - Cupertino -CUPERTINO APPROVED Case# DIR-2021-022 Application Number(s) Approva I ody: Director/Staff z 0 Approva I ate 05/06/22 LLJ Signaturt- Jeffrey Tsumura Case Manager SD --- Ll SD III U� SD— < —SD (5z < < < < < NORTH SD 101 �b *$ 0 15 JO 60 90 AREA 141 - 2,500 SF OF IA PA VEMEN TICONCRE IF AREA 500 SF REDUC77ON BASED ON Scale 1 JO' 4"T1 TREE INTERCEPTOR CREDITS z 5MP 141 - 150 SF DMA #41 1 0 OF BIORETEN77ON L/) FL 0 W-THROUGH > LU PLANTER AREA Cn I 4 LEG END DMA DRAINAGE MANAGEMENT AREA !/20"18"Mj /6 S// \� — I I SF SQUARE FEET C-) I Cn " EXISTING BUILDING GARAGE C8"TR14"MT(-D -10 AREA 141 900 SF one C5 <j< <j< < TRIBUTARY AREA LIMITS OF ROOF AREA z r Gb6"TR (-D 0 P1 2 M T D E BIO-RETENTION TREATMENT AREA 4 Ln Q0 0 /-AU--------w A So 10** 12.CLS R 14"MT r 60 •14" 24"MT•0 14"MT 16'�d T 14"MT 0 24'MT 0 r\j 14"MT •16" •14" 1 T + :6 Stor Ln 00 rM Lij t8 16"MT • 14"MT,, •16"MT .8" • 10, 1-- 10" M > L2 LD _ ca 0 U 16"NT •16"MT'."MT• 'MT O MT* 16"MT• 0 (-n U —— - ———— IM C:0 Ln DMA #40 t BYP f4O JJO SF OF ry) rz I- I BIORVEN770N FLOW-7HROUGH ry) V) -5? PLANTER AREA < z 5" SD AREA f4O 3,300 SF Q LL. OF SIDEWALK/PA VEMEN I so 16"MT •I1"MT 14"MT 16"_ AREA, 900 SF REDUCTION j < BASED ON 7REE U o INTERCEPTOR CREDITS So O rp ar.0 LU z 1 O LU > < Z) < AREA jf40 - 6,000 SF Li OF ROOF PIPED TO STORY WA 7ER BYP 1 LU z z LL. < 0'� AREA 141 - 900 SF 0 0 OF ROOF PIPED TO o ; 1 ; U- STORM WA 7ER BMP A DMA #41 pC MA #40 I 1 1 1 O CD 0) V) C) 0 11 1) z O cy) LU U a_ 09/ 3/2021 A S LE V = 30' M SUR Y JS CD DRAW JS JOB NO. A21 093 CD n SHEET < 3 OF 4 SHEETS 01� i %- N \ " m C mmunity Development epa ment / / o� s� I �� i I o Planning Division - C perti o i >s i �� ° I N / �oQ i ^ SD 's� �� SDMH CUPERTINO APPROVED // // I , /��,'' �o� i o I elf, ��ti• 152.86 RE / / �G I cn Tree Rootball I (�`V � 1 � SD Case # DIR-2021-022 / I I Application Number(s) LINE / / 's�� °F �( 04'TR � (T'p') SEE RIGHTm772 � ,sSo � Approval ody: Director/ Staff > I 'ss I I \ 1 \ z Approva I ate 05/06/22 9 � i n i 11 � i o S / / A. r \ sDCoo `� I �h I o > S / / �o L I Concrete Ramp I N w Signature Jeffrey T'sumura / s I „ 1 `� ' I ya \ �IBI To Garage I F Case ManagerC >S� c� / O �� �s I 1 >CD I I S > w I cn I 6 1 1 l ��• / l S �9 T°F > I SCT� �/ ( 02fMT ` '1�18"MT,'°FAG l .6„ i RW 1 � s, V B/OTREATMENT POND ,s ^ i s�& / l SEE DETAIL 1 SHEET 4 �°�� s� >s z kQ SD OUTFALL I o F Concrete Walk F Landscape 1 co >s / / / Grass — lE 151.50 I � I I �--------- - I 53.8 Hn IB 1 �G j 1� o x-153.9 154- � �c�o� � � Sig 1�jA o I 1 I IB ExteriorI 1 I O �` l BB '�°� 'SRO w Exterior Equipment w Room I / I W o / 0�8 R 14" T�J I Fiy� F� 61011 I 1 I SF I / I �L Vx x > E I E I n 1 / Landscape ` �� EMH s`� I �� � Grass IB I I Grass I 1 / �` ^ s��� v7 O LU S N ( IBA 0, �OF GARAGE LIMIT i �IN<� FD >SS ^ �'SR 6„F IBA 6"FS I v >3S Q n Cn o � % FOB 1 W `� j l ^ I �Fjyl RW-2 I T� / SLB / l I Ss / 6'T �•10 TR 12"Ml�•),�� 1 1 �y� •8" >s�� I I FO o s l / >& I 1 O Grass 04„ %SQ / 4f Grass SSA ���^� F > ESQ ��� 5�� 'SQ RW �� Ssr S� I I % % >SS`�6' I �� F� / n OQ u's �� 1 a a a a a F, --- -- ---- --- ------------ - ------------------- ---- --- � l I � /y1 %sQ>6 c� sQso ��`� ti o h��� s / Q l i ti .`�'o — -A- Concrete Walk �L � Concrete Walk i 8 O� D. % F6L �� �� -SD �0�* "' SD < SDCO SDC l l l �`L\ �`� >s� L --- - --- -- ---------- - - ------------- -- -------------------+�, ---- --------- / / �---- C----- l I 69 o / sr `� �� A RW .s tK• Q �. O Y if Q O n � ��°� 12"CLSTR '`h �`��� IB �?� F� F/y % % - 1 �•14f'TR tKtK •> SDCO l 14"MT �h h + / ° �• '�`� � >l SQ •14"MT ,�. � 12"MT • I ��• I + •10" i_ I \ I � � a Y. / / / ��. EV c� �� 2 O sr0 �� I �� / / I DI 152.69 RE o Y 5 / �� lJ O Grass o % % IE 147.45 12" IN-S �LLL % h / o n �� �� l`� \ - ���� IE 147.39 12" OUT-NE) I I Landsca e 1 / / c Grass l O I / / h" v o h > ti , �• h F p / / o c.> ' o Y Q ,= fX. CB TO� fMA/N I o 69 �o , A� l SQ MECH MECH l 1 `� I % % ° >S> I I a �� SZS� N� °� °� W I o Concrete c��I O S S W ^j SL I I = "T % Loll QQ RW o �h >S� >s �g�' �� I SQ I �`' / / I > �0 ��• I N Ln / / h ^� > 6 Tree Rootball = Ln �� I ss sr� 1_L = � -'o °, , l`�� SQ6� I S> �> i i >S� °F �(^ I ( YP•) Co , SQ �G / / I I •14'TR I T W ^ / / �`�• • 14"MT N •1, y �16"MT \ S 014" 24"MT• 1 + •14"MT I` 8„ , > �o UNDERGROUND ,�° � 's& 'sA i �'\ MATCH LI N E i i °Q o I 'S�9 i ^ SEE LEFT sQ 24"MT x l � I I 1 ° 1 o u • 0� GARAGE LIMIT 1°' � > S° N N SDCOo^01 G SRO// O �� / '� sr l�h ,3sr cn IB IB ` �� > S� / �IBI o u /� l Ig a, 2 �°'/ g / co ��" OQ I � ILn ` ` ��/' % 'sue % 0 �h� l 9 I O m � , Sz' l I c , 1 / h� Ohl I m Ln 6„FS 6„F I S �'? E� �° �1 IB I o; SQ l �/ i i` Al DI 151.46 RE \ ��� � /X �c�°' l �� I,'SQ >sF S IE 148.11 12"(OUT-N) 9 /y > Q �; ssr Grass �8� IB I > %--- S�j� / l W G Grass 14"MT /�'`SO ��� S� S ` �" Z > / / SLB / 9 ��' 16"MT o SQ / 4» / O• � N. '� �14" > � I cn I l 410"MT s� � �� "' �� I 1 Landscape ABBREVIATIONS LEG EN D WB / / ` > Storm Drain IB I Ssr — ^ ,s W / sQ s°> �o� TOP 12"PIPE OUTFALL 153.18 1 1 s� AC ASPHALTIC CONCRETE _ CENTERLINE U _ IE 152.13 Box (TYP.) IB 1 Concrete 1 F CONCRETE/BLOCK WALL G < AD 154.39 RE AD AREA DRAIN _ WB W �\` �O`? ° -12 SD IE 153.15 12"(OUT-W) IB i >s I C CONCRETE CONCRETE CURB M / �\ IB ��� Grass �� �� o�� e 1 5> F� , CB CATCH BASIN MAJORCONCRETE CURB CONTOUR &I LINE �, � SD TEE �'� �'� ��• �,�• � IBO I 's �`�� UKD h IE 15oi l �, 0 1 0 s �— 101 MINOR CONTOUR LINE �° l OIB ti h° I o ��,°• o� 1 's �- u9 DI DROP INLET — — — — % % Uo UKD�� > I I � � �h�' I s�, � �� �F� DOC. DOCUMENT EASEMENT LINE �g" h • 14"MT °� , �° 16"MT •g" �5°c• •10" I 1 010" —L ELECTRIC LINE X W �, �o so �5 I `� E EAST —Fo FIBER OPTICS LINE 16"MT �o �0 9 o� Fs�� FIRE SERVICE LINE & VALVE Uj Grass o � � \ 1� �`L I ��5 0 4�. --- ��. EMH ELECTRICAL MANHOLE —o GAS LINE Z o `�' �� Y �� �`'� ��' � EV ELECTRIC VAULT _IRR IRRIGATION LINE J W o= �� TOP 12"PIPE OUTFALL 153.34 �h ' �°� SL I Y o q°� I MECH IE 152.22 I l �.� 1 ��,�' EW EDGE OF WALK - - LOT LINE O Q MECHANICAL PIPING �� ECH >SQ > ���� W 155 IB I I �� IB IRRIGATION BOX PROPERTY LINE / `� Rw \13 � ss I �, I o� IE INVERT ELEVATION PROPERTY LINE FORMER 5 6„SS IB IB < SS 6 > I o I h Z) g'° oo°°°°° — —� RW S �> � 2Q� LIP LIP OF GUTTER —Rw�� RECLAIMED WATER LINE & VALVE Q / \ , 1E 152.22 s —ss�� SANITARY SEWER LINE MANHOLE & CLEANOUT o ° N sQ 155 , s 'ss I'ss �y___ �� M MAPS �ss� SANITARY SEWER LINE OVER 24"DIAMETER U / o oggg° ------------ / /�ti \� .� �`�" 155�`D Grass ss Grass �9 I �� / 's MT MULTI—TRUNK ------------ SIDEWALK II oo.00 SPOT ELEVATION l I °°° �' �� 16"MT dSSCO 18"MT , 20"MT ° 16'MT >� ss0 16"MT F/y 6-- F 16„MT s>> z IB IB �16"MT s> � ---_ F� N NORTH —SD- STORM DRAIN LINE-MANHOLE & CATCH BASIN - / / IB UNDERGROUND S � SL—� Landscape O / IB IB I —SD STORM DRAIN LINE OVER 24 DIAMETER 's p N0. NUMBER O ^� IB IB IB GARAGE LIMIT IB ogog°° ( , / n V RW I I 0 S� ,� O.R. OFFICIAL RECORDS STREET EASEMENT / IB SL IB TRW RW h' s� STREET LIGHT CONDUIT LINE °°°°°°°°°°°°° o / / , —T TELEPHONE LINE --------- ------ ----- - P.U.E. PUBLIC UTILITIES EASEMENT / / __ ---- -------- - (R) RADIAL BEARING - — — - LL -- ------- ------ --------------- / CB—TC 154.19 �� >s ^, > o 's o 's —UKN UNKNOWN UTILITY LINE IE 152.52 6"(OUT-E) o ���� �98 IE 152.42 4CIN5SW1 ��`°� sS>� ��`�� �9� �c���' ��� RE RIM ELEVATION w� WATER LINE & VALVE LIJ h IE 152.41 4"(�IN-SE ,o Rio lio R�W RIGHT OF WAY o ❑ i1U AREA DRAIN / o / IE 152.32 6'(IN-W S SOUTH o BACKFLOW PREVENTION DEVICE IE 152.26 12"(OUT—N • • DOUBLE DETECTOR CHECK VALVE SDCO STORM DRAIN CLEAN OUT o / / �> .� <0• ��. �' SLB STREET LIGHT BOX / � do o�' V • + ELECTROLIER .b. FIRE DEPARTMENT CONNECTION SSCO SANITARY SEWER CLEAN OUT • FOUND 5 8" BRASS ROD WITH PUNCH Ac Pavement ��� �h°� Ac Pavement Ac Pavement (T) TOTAL O FOUND 2-1/2" BRASS DISK WITH PUNCH IN MON WELL TC TOP OF CURB • FOUND 1" IRON PIPE WITH PLUG •12"rR TREE �—UNDERGROUND (TYP.) TYPICAL C� ❑ UTILITY BOX Cn 'sue ' ° GARAGE LIMIT 'ss ��' WALK-BOLLARD LIGHT / s � �o F °� ,ss sQ ��� ��o UKD UNKNOWN DESTINATION WATER VALVE � Fhb' sow �.`�`' r�, �`' �`' VCP VITRIFIED CLAY PIPE 0 8'F i l rL, 'ss W WEST / `? 51� >s �S°^ WB WATER BOX ol j Tc CD ° j> 410'MT 00O S S6 Tree Well � � �Fjy Tree Well �' 9S ° T � / (Typ) ° ( YP) U �c F ggg °g° ggg °o°'°'°'°'°' gggggg°ggggggggggggggggggg ° sooa000a000a000 °°'°'°°°'°'°'°°°ggg°°°°°°°a°o °o °o °o °o° SDCO n^a°^% n^a°^ n^a°^° n°n°n° n°c^°n°°°°'n°°c°°°°°°°c°°° c°° c n°°°c°° s°°°a_°2°.°a°_ a°_�°O° a°s°_°°— Q°°°s°°°a�°Q°°s°°°$°s'Q°s°�°$s�°°Q°s°�°$n�°°Q°s°�°$�'n�°°Q°s°�°'y�'n�°y NORTH T 0 9/ 3/2�2 1 o SD ° --------------- =======-=======------ -----�------------ Co 7 \L E\\N'# I SC 10, > // + s c + + ¢ s c + SUR Y JS C' i i �16"MT i / r DRAW JS •12"MT 1 •14"MT / 1 016; 1 016„ 1 024"MT 1 016"MT 0 5 10 20 30 CD �/ �o TreeTWell-+ + `__Tree)Well + Tree Well- JOB NO. A21 093 Q i / + ( YP) (Tv�) Scale 1" = 10' SHEET 2 N oN OF 4 SHEETS i IV C mmunity Development Department Planning Division - Cupertino -CUPERTINO APPROVED Case# DIR-2021-022 Application Number(s) Approva I ody: Director/Staff Z 0 Approva I ate 05/06/22 LLJ Signatur Jeffrey Tsumura NORTH Case Manager 0 15 JO 60 90 SD --- Ll U� Scale 1 30' a SD- SD < _SD Z 0 < < < < < LEGEND SD DMA DRA INA GE MA NA GEMEN T AREA 101 SF SQUARE FEET i i �b 01 I L] I EXISTING BUILDING GARAGE % I, IA TRIBUTARY AREA LIMITS 4"11 Z 0 DMA #1 LA BIO-RETENTION TREATMENT AREA 6,700 SF > Ji TOTAL 810-RETEN77ON Li AREA: 383 SF l7t,2 '1I18"MT* OPTIONAL MOUNDING PARAMETERS: 6' PLANTING MOUNDS CONSTRUCTED OF BSM MAY BE I NOTE: - - --- SURFACE AREA OF THE BIOTREATMENT SOIL SHALL EQUAL 4% OF THE AREA OF PROVIDED SUBJECT TO MUNICIPAL APPROVAL. TOP cn ( - A THE SITE THAT DRAINS TO TREATMENT MEASURE, UNLESS SIZING CALCULATIONS OF MOUNDS AT LEAST 2" BELOW CREST OF C_'8"TR1 "MTV of .10" ARE SUBMITTED DEMONSTRATING THAT PROVISION C.3 REQUIREMENTS ARE MET OVERFLOW RISER, LOW POINTS NO MORE THAN 12" % Z 1<11< BELOW CREST OF OVERFLOW RISER USING A SMALLER SURFACE AREA. < Worksheet for Calculating the Combination Flow and Volume Method OVERFLOW RISER WITH GRATE Q6"TR (D 0 2"V I Z-) 8" of 1.0 Project Information CHRISTY VI 2 12"X1 2" DRAIN BOX OR APPROVED EQUAL. Ln E (.0---------- ---- 0 1-1 Project Name: Project Mirage These calculations are based on the combination flow and volume DOME GRATE MAY BE ADEQUATE IN SOME CASES, hydraulicsuing method provided in the Alameda,San Mateo,and Santa to 1-2 City application ID: Cupertino Clara County C 3-Fechnical Guidance Manuals.The steps presented below CLEANOUT WITH CAP AT FIN. SUBJECT TO LOCAL AGENCY APPROVAL. AU--------wA I.�l 1-3 Site Address or APN: 10600 IN Tantau Avenue 1102.CLST • 1-4 Tractor Parcel Map No: 316-06-062 are explained in ChapterS,Section 5.1 of the guidance manuals. GRADE (SEE MUNICIPAL 6-INCH MINIMUM 14"M T STANDARD DRAWING) 12-INCH MAXIMUM � g 1-5 Site Mean Annual Precip.(MAP)' 16.0 Inches I=> Refer to the Mean Annual Precipitation Map in Appendix Dofthe C.3 Technical Guidance to determine the MAP,in inches,for the site. Click here for map BEGINNING OF LINE. ABOVE LOW POINT OF PLANTING AREA *14"MT •I 6"MT •14"1-6 Applicable Rain Gauge' San Jose Airport(SCV % 24"MT 0 •14"VT 6" MIN PONDING MAP adjustment factor is automatically calculated as: 1.15 0 24" T 0 (The"Site Mean Annual Precipitation(MAP)"is divided the MAP for the applicable rain gauge,showin in Table below.) 3 MAX r\1 2.0 Calculate Percentage of Impervious Surface for Drainage Management Area(DMA) Z111EIIIE - - •14"MT 14 1 6"MT 1=1 I 1=III=1 III =1 I 1=1 I 1=1 I 1=1 16" Name of DIVA: DMA 1 �a N Wn v Willi W :6 2-1 F ZI I IEI I IEI I IZEEI I IEIII - El I IEI I IEI I IEI I IEI I F Storm Druin = Lf) �YF For items 2-2 and 2-3,enterthe areas in square feet for each type of surface within the DMA. I IEI I IEI I IEI I IEI I IEI I I I IEI I IEI I IEI I IEI I IEI I F 25 Area of surface type within DMA Adjust Pervious Effective Type of Surface 1=1 I 1=1 I 1=1 I 1=1 I 1=1 III_ 1=1 I F I F I F 14"MT, 1 5"��T •.8 10" 7= L Impervious AreaIII C/5 I IL I lu 411 16 MT I lu= 2 1 (Sq.ll Surface > 2 BIO-TREATMENT SOIL MIX (BSM) 2-2 Impervious Surface 13,600 1.0 13,600 Z:.: PER C.3 SPECIFICATIONS. -3 Pervious Surface. 2 0 0.1 0 *Self Treating and Self-Retaining not included INFILTRATION RATE MIN 5"/HR 6 1 "MT�"MT• VT• 16"MT MT 16"l,,/T 0 ft Total DMA Area(squarefeet) 13,600III to 00..: 1=1 . . ... ­..­.: r=l MAX I 0"/HR 2-4 Total Effective Impervious Area(EIA) 13,600 Square feet ro rz El I IEI I IEI I M I M I M I I= rn to A 3.0 Calculate Unit Basin Storage Volume in Inches Table S-2:Unit Basin Storage Volumes(in inches)for 90 Percent Capture Using 48-Hour Drawdowns 6" MI Unit Basin Storage Volume(in)for Applicable Runoff Coefficients J I JEJ SLOPE WITH II EIII-III-III-III-III-III Applicable Rain Gauge Mean Annual Precipitation(in) (Calculated for 100%imperviousness) 1=1 11: PIPE 1=1 I 1=1 I 1=1 I F=l I 1=1 I 1=1 San Jose Airport(SCVU IRPPIP) 13.9 0.58 11 1=1 I =2 IEI I IE Palo Alto(SCVU R PPIP) 13.7 0.62 -TI I Palo Alto(SMCWPPP) 14.6 0.64 El I IEI I IEI I IEI I IEI I I El I M I M I IEI I IEI I F Z Gilroy(SCVURFIPP) 18.2 1.00 ---------------------- *10 MT -,A--A--- ----------------- Morgan Hill(SCVURPPP) 19.5 1.00 -111 1 1 < III-III r=Ll r=Ll r=I.LIr=,Ll r=t Boulder Creek(SMCWPPP) 55.9 2.04 La Honda(SMCWPPP) 24.4 0.86 GRAVITY DRAIN TO SD Half Moon Bay(SMCWPPP) 25.92 0.82 San Francisco(SMCWPPP) 21 0.73 12" MIN OF CLASS 11 PERMEABLEJ// STORM DRAIN OR • San Francisco Airport(SMCWPPP) 20.1 0.85 ROCK PER CALTRANS SPECIFICATIONS. DISCHARGE; 1'�11 6"MI 1-1•1 2"MT I 4"MT C 4 11' T (�_l 6'MI U San Francisco Oceanside(SMCWPPP) 19.3 0.72 Oakland Airport(CWPAC) 18.35 1.00 4" DIA PERFORATED OR SLOTTED WATERPROOF LINER-T BOTTOM-OUT OR 16" 3-1 SIDE-OUT OPTIONS Unit basin storage volumefrom Table 5.2:1 0.58 ]Inches SLOPED UNDERLAIN (SLOPED AT 0.50% (USE CHRISTY VI 2 (The coefficientfor this method is 1.00,due to the conversion of any landscaping to effective impervious area) MIN)WITH PERFORATIONS DOWN. SEE DRAIN BOX FOR Oy O 3-2 Adjusted unit basin storage volume:1 0.6=Inches PLAN FOR CONNECTION TO C.B. & FOR NATIVE SOIL SIDE-OUT OPTION) (The unit basin storage volume is adjusted by applying the MAP adjustmentfactor.) INVERT ELEVATION DO NOT COMPACT 3-3 Required Capture Volume(in cubic feet):1 757 Cubic feet Lu (The adjusted unit basin sizing volume[inches]is multiplied by the size of the DMA and converted to feet) D 4.0 Calculate the Duration of the Rain Event Z 4-1 Rainfall intensity 0.2 Inches per hour j 4 2 Divide Item 3-2 by Item 4 1 3.34 Hours of Rain Event Duration BIOTREATMENT POND (LINED) PROFILE VIEW 5.0 Preliminary Estimate of Surface Area of Treatment Measure NOT TO SCALE < 5-1 4%of DMA impervious surface 544 Square feet Z) 5-2 3%ofDMA impervious surface 408 Square feet CLEANOUT WITH CAP AT FINISHED GRADE < 5-3 Volume of treated runoff for area in LU Items-2 567 Cubic feet(Item 5-2*5inches perhour*1/12*Item 4-2) BIO-FILTRATION PLANT MATERIALS OVERFLOW AREA DRAIN 6-INCH MIN. ABOVE 6.0 Initial Adjustment of Depth of Surface Poncling Area (SEE LANDSCAPE PLANS FOR SPECS) -LOW POINT OF PLANTING AREA, Z Z 6-1 Subtract Item 5-3 from It 3-3 189 Cubic feet(Amount of runoff to be stored in poncling area) SEE GRADING PLANS FOR LOCATIONS < of 6-2 Divide Item 6-1 by Item 5-2 0.5 Feet(Depth of stored runoff in surface pending area) AND RIM ELEVATION (TYP.) 1 ' Q 0 0 LU "m LL 6-3 Convert Item 6-2 from ft to inches 5.6 Inches(Depth of stored runoff in surface pending area) 0 6-4 If pending depth in Item 6-3 meets your target depth of 6"-12",then Item 7-1 is equal to Item 5-2. If not,continue to Step 7-1. .01 7.0 Optimize Size of Treatment Measure 6" MIN PONDING DMA #1 < I .. . 6,000 SIF DMA #1 or- :2 71 Enter actual treatment area larger or -1 1 J .''M w 0- ..7 900 SIF smaller than Item 5-2 based off plans. 367 Sq.ft.(enter larger area if you needless poncling depth;smaller for more depth.) 7-2 Volume of treated runoff for area in UNDERDRAIN CLEANOUT Item 7-1 510 Cubic feet(Item 7-1*5inches perhour*1/12 Iterl 7-3 Subtract Item 7-2 from Item 3-3 246 Cubic feet(Amount of runoff to be stored in ponding area) WITH RIM TO FIN. GRADE. BIO-TREATMENT SOIL MI iTi-iTi-iTi-iTi-i � O O CD SEE UTILITY PLAN FOR 7-4 Divide Item 7-3 by Item 7-1 0.67 Feet(Depth of stored runoff in surface pending area) PER C.3 SPECIFICATIONS. El I E I I L-j LOCATION AND INVERT. 7-5 Convert Item 7-4from feet to inches =8.0 inches(Depth of stored runoff in surface pending area) INFILTRATION RATE MIN " =1 I .� : -I I 1=1 I I= (0 If the poncling depth in Item 7 5 meets target,stop here. If not,repeat Steps 7-1 through 7 5 until you obtain target depth.If the slope of the drainage area>1%, MAX 10"/HR O 76 then 11"will be the max pondingdepth(slopes>1%will increase pondingdepth byO.2inches). r I I 1=1 11=1 11=1 11=1 11=1 I� oc) 0) III III III III III-II - -III-III-III-III-III-II 1 11 M I M I M I M 1 .11 M I M I M I M I M I I=- =I I 1=1 I 1=1 I lEl I IE I -I I El I E111E111E111=11 I I UJ III=1 11=1 11=1 11=1 11=1 I I "I I I I I=1 11=1 11=1 11=1 I I 1 1 O C in 11 C>_ C>_ C>_ IIM WATERPROOF LINER 0 Z 0) -NATIVE SOIL or CD DO NOT COMPACT O C14 12" MIN OF CLASS 11 PERMEAB LE ROCK PER CALTRANS SPECIFICATIONS. STORM DRAIN OUTLET INVERT VARIES U LIJ PERFORATED OR SLOTTED SLOPED a_ UNDERDRAIN (SLOPE AT 0.50% MIN) o WITH PERFORATIONS DOWN. SEE DATE 09/03/2021 _J UTILITY PLAN FOR CONNECTION TO SCALE 1" 30' IM C.B. & FOR INVERT ELEVATION __1 _J SURVEYOR JS BIOTREATMENT POND (LINED) SECTION VIEW DRAWN BY JS NOT TO SCALE 0 1 JOB NO. A21093 2 4'� rn CD n SHEET < 4 0 OF 4 SHEETS CN 1-1 % J N kM�X �MCP �� 1 ann ngpenoh -CUPERTINO APPROVED Case#See the faljgw► fig- ges. Application Number(s) Approval Body: Director/ Staff Approva! Date 05/06/22 Signature Jeffrey Tsumura Case Manager Com1nity Deve4ment partment 7 j -/ *nning Di**��upertino CGiPE o APPr% Ca DIR-2 AID A' Ap -------------------------- Sig ture Je Tsumura � � � �* Case Ma \F \ Comer lot-str i ing_Utilit Easement "V r Perty f'ne H°�h Tantav % Parkin building below 9 9 c , ————— ——— ——— y — � I m � a� Visitor Center O Access to Undergroundl Parking g o0000 �J4 T L]A] 711A] � a� 6 A. ® ® Parking ® ® Parking > -_�� a l I v Parking buildinglI rt I t H_ I t t I Parking building below o o' Site Information c L j d j j t t r r ri i i P *O O O O U' Existing ;y 'd t �Corner lot-street side tb_ack _ Site Area 3,559 acres �� Site Net Area 3,452 acres _ X ** * Site Coverage 14% Property Line Total Hardscape Area 2.28 acres Total Softscape Area 1.27 acres Total Existing Parking Spaces 800 Surface Parking 116 Basement 684 L> Mirage / Existing Site Plan, 1 :750 O © KPZM Ltd. 0 10 50 100 ft 10.09.21 1 Frq1q,"i � U§�t ions -CUPERTINO APPROVED Case# D I R-2021-022 Application Number(s) Approval Body: Director/ Staff Approva I Date 05/06/22 Signature Jeffrey Tsumura Case Manager Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # D I R-2021-022 Application Number(s) Approval Body: Director/ Staff Approval Date 05/06/22 Signature Jeffrey Tsumura Case Manager rz Visitor Drive aisle into Proposed— !sting Center parking lot Artwork Sidewalk i� io O O Parking building O O O O o o i, Artwork's material: Pure cast glass cylinders made out of sand, collected from deserts across the earth. Color: Translucent, with a slight coloration is expected as a result of the variation of sands. : ryry Mirage / Site Section North-South, 1 :200 © KPZM Ltd. 10.09.21 0 5 15 30 n 4 Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # D I R-2021-022 Application Number(s) Approval Body: Director/ Staff Approval Date 05/06/22 Signature Jeffrey Tsumura Case Manager Visitor Center �, \ 91 EI J \ dl WI On �I dl =1 �I �I UI rnl ^ \ C Ci y, WL4 Parking isting Existing Pa i opos x' r — Bench Sidewalk Artwor I e Tantau Avenue I I 0 0 Parking building 0 0 0 4 i. Artwork's material: Pure cast glass cylinders made out of sand, collected from deserts across the earth. Color: s Translucent, with a slight coloration is expected `t as a result of the variation of sands. GI wlMn sample Mirage / Site Section East-West, 1 :200 © KPZM Ltd. 10.09.21 0 5 15 30 ft 5 Com1nity Deve4ment partment 7 j -/ *nning Di**��upertino CGiPE o APPr% Ca DIR-2 AID A' Ap -------------------------- Sig ture Je Tsumura � � � �* Case Ma \F \ Comer lot-str i ing_Utilit Easement "V r Perty f'ne H°�h Tantav % Parkin building below 9 9 El T f ,74 �a 931-3" Nam` fl.T 2 a/ Visitor Center o A o 356' Access to Undergroun I Parking Iy ® ® Parking ® ® v Parking > v. I y � I I I I I I I I I V I o Parking building below Parking building belowL j d j j t t t t I t H_ J� t t f ) o Site Information aO ������ O *OOOO U; Existing -4 � Corner lot-street side @tback _ Site Area 3,559 acres A\ Site Net Area 3,452 acres �r r r Site Coverage 14% Property Line 7v Total Hardscape Area 2.28 acres Total Softscape Area 1.27 acres Total Existing Parking Spaces 800 Surface Parking 116 Basement 684 Proposed Artwork Walls Area 124 ft2 Permeable pathway Area 1,518 ft2 Total walls and pathways Area 1,642 ft2 Parking No change Mirage / Site Plan, 1 :750 O © KPZM Ltd. 0 10 50 100 ft 10.09.21 2 Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # D I R-2021-022 Application Number(s) Approval Body: Director/ Staff a Approval Date 05/06/22 V�t r `- QI er WI Existing Signature Jeffrey Tsumura c„ I----------- rl Case Manager of ji a Lamppost— o� �I -I' XI of WI NI I i I � I � I I ' I I I � I \ i I Parking Existing Pa i Existin s is ing Proposed Existing ' I xi n o lau Bench Sidewalk m at � � I I � I c i m Doubt Detectpr j -utility ox Existin Existing e c `I- Cheak Valvr/ Topogr phy —Lamppost E - E / E VATION ABOVE SEA�EVEL,TYP. (—II FFI I_I c� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 0 0 0 =n Parking Building lam_ O O O HB II F—=0 I I 1==1M I =1 0 0 _ , Section, West-East Scale 1:150 Existing _ Lamppost E Po r Existing ELEVATION ABOVE SEA LEVEL,TYR Lamppost Existing - Exis Ing Fopogrcphy -14 Lamppost F1 1=MM� HH� HF e.E O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 00 MHI=FHHH�� 1FH= 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 OC`OnOnOr`Or`Or`Or`Or`Or`Or'Or'Or'OnOnOnOnOr'OnOnOnOnOr`Or`Or`Or`Or`Or'Or'Or'OnOnOnOnOr'Or'OnOrTO000000000000000000000000000000000000r`Or`Or`Or`Or`0�0000� / \ //\ /.� '�.\\/.\\\� \ / \ \'\-y/\�T/� \\/// / / // % % / // _ _ _ Build ng 1�=I F1 I �=�=1 1 M FI I= O O o O 0 O O =_____________________ E� M Ed I MI I M I MI I El M �E� �E� M I Ed I MI I MI I Ed I El M �E� �E� M I 1EI I El I El I Ed I �El �E� �E� �E� M I MI I I-IH 2 Section, South-North Scale 1:150 ' 3 o � ' • Existin Community Devel4ment De artm ; ; D Bench Planning Division—Cup rtino ' r 'CUPERTINO APPROVED ;' \' � I � Case# DIR�2021-02 �+ • • Ede axit 9L �� 5k Application Number(s 6 •�o° Approva I Body: Director/Sta ¢ ''� I J .� Existing Approva I Date p5/06/22 Sidewalk 41 F tig9 ease Signature Jeffre Tsumur 78 I Existing . _ Case nager sidewal s8'-a° • + • opsd &E % xis I •' athwa P Ya It / .'Proposed% _ _ _ _ _ _ _ _ _ I a�J j • Artwork - - - - ' - r6 - - - - - - - - -i- - - - - - - - - - - - - - - - - - - - �� Existin J ;• 19'� Bench o p�/ 0 �mC ! i' •f 76" l a • t l • I Proposed 0 � Proposed --- Artwork / Z Pathway , O D �. ! • °moo° 6 8 Existing '�• " D Sidewalk • 4 Proposed T / 8 S 17. Pathway I o M _ 0 1 L6 30 '7g. • •^ 7e • N 1� 5 1 � o • 17'-10" • ❑ D tiagease tJ • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -D- - - - ht t '00 17'-2" I O - - - - - - - Existing ro Sidewalk wheelchair user+� • • • • • +. •t , rest area � • Proposed Existin v ;Foc` .•o�� Artwork Bench •t�' t[�'tr�o • yo I - - - - - - - - - - - - - - - - - - - - - Q�o O Proposed tea` Pathway O v /J • � to /yam •`CVD Symbols: ----- r� ' -------- -- � I 0 - TR-XXX Tree to + �—+ Electrolier % � ✓] Utility box Area drain t"'9e i 7 '�'• Double detector check valve Water valve o Backflow prevention device / Drive aisle into parking lot oTo Sign r I I Notes: t I t All existing trees are to remain. t • �__ I i � � Areas: t Proposed Artwork / Walls Area 124 ft2 i Permeable pathway Area 1,518 ft2 Mirage Floor Plan, 1 :200 r— ——— ——- Total walls and pathways Area 1,642 ft2 / 0 ' 10.09.21 © KPZM Ltd. 0 5 15 30ft 3 Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # D I R-2021-022 Application Number(s) Approval Body: Director/ Staff Approval Date 05/06/22 Signature Jeffrey Tsumura Case Manager Visitor Center \ Pa E'sting Existing opo a tin — Bench Sidewalk Artw rk Sidewa T u Avenue i� m r Artwork's material: Pure cast glass cylinders made out of sand, collected from deserts across the earth. Color: Translucent, with a slight coloration is expected as a result of the variation of sands. n Sample Mirage / Site Elevation North, 1 :200 © KPZM Ltd. 10.09.21 0 5 15 30 ft 6 Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # D I R-2021-022 Application Number(s) Approval Body: Director/ Staff Approval Date 05/06/22 Signature Jeffrey Tsumura Case Manager rz Visitor Drive aisle into Proposed — ndsca Center parking lot Artwork i� JT m r Artwork's material: Pure cast glass cylinders made out of sand, collected from deserts across the earth. Color: Translucent, with a slight coloration is expected as a result of the variation of sands. Mirage / Site Elevation East, 1 :200 © KPZM Ltd. 10.09.21 0 5 15 30 ft 7 Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # D I R-2021-022 Application Number(s) Approval Body: Director/ Staff Approval Date 05/06/22 Signature Jeffrey Tsumura Case Manager Y N rth stin pos is i Exi Parking T ntau ewalk Artwork %OAW r Sidewalk Bench Av nue io Artwork's material: .f Pure cast glass cylinders made out of sand, collected from deserts across the earth. Color: Translucent, with a slight coloration is expected as a result of the variation of sands. Mirage / Site Elevation South, 1 :200 © KPZM Ltd. 10.09.21 0 5 15 30 ft 8 Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # D I R-2021-022 Application Number(s) Approval Body: Director/ Staff Approval Date 05/06/22 Signature Jeffrey Tsumura Case Manager cc sting xis' oposed— -is Drive aisle' qBench !*Center Be nder�rou Bench ench Artwork Bench parking lot Parking i� io ;i Artwork's material: Pure cast glass cylinders made out of sand, collected from deserts across the earth. Color: Translucent, with a slight coloration is expected as a result of the variation of sands. Mirage / Site Elevation West, 1 :200 © KPZM Ltd. 10.09.21 0 5 15 30 ft 9 11 aege, Arning Division — Cupertino CUPERTyr�glass sculpture macAPPREWEr®around the world b Katie Paterson 0 6�%� Ca Sq nrmStir)n of tha r�i r / + Content in braiipp�ication Number(s) / �o AppM-V-§8bdy: Director/Staff Steel, powd r co i finish, dark gray color � 0 AP r+�M thwa/� rwand finish. SlgY samUIereX;�Tsur�ura u[r-rn-n-,srro'o"rnrEcoro" Case Manager Height: 3.3' (1 m)center of plate(angled plate) Dimensions: \ 12" (30 cm x 30 cm) 2 2 Title Sign Content: 'Mirage, 2022 / A glass sculpture made from deserts around the world by Katie Paterson and Zeller&Moye' O Information of the Artwork 3 +Content in braille Material: Steel, powder coating matt finish, dark gray color "To match pathway material and finish, / 3 TBD;by samples Text: matt finish,white color Height: 3.3' (1 m)center of plate(angled plate) Dimensions: 1 / 12"x 12" (30 cm x'30 cm) 3 Exit Sign Content: Exit' / ' + Content in braille Material: 0 Transparent adhesive plastic TBD by samples Text: black color Braille as relief on the plastic / Height: 3.3' (1 m)glued to glass column Dimensions: / 5" x 4" (13 cm x 10 cm) i Walls Area: 124 ft2 ��0000000000000000� Permeable pathway Area: 1 ,518 ft2 Total walls and pathways Area: 1,642 © KPZM Ltd/29.09.21 Signage 1 Community Development Departme-rrt-- Planning Division — Cupertino CUPERTINO APPROVED Case# DIR-2021-022 Application Number(s) Approval Body: Director/ St Approval Date rmitsgv��pe pa rt me nt tanning �Ivlslon — pertino CUPERTINO APPROVED Case See Arbod fg_F�,vpQd2 Application Number(s) Approval Body: Director/Staff Approva! Date 05/06/22 Signature Jeffrey Tsumura Case Manager �� � t t anning )vls) n — Cupe Ino CUPERTINO APPROVED Case#See follo%5ilrapgqgn Application Number(s) Approval Body: Director/ Staff Approva I Date 05/06/22 Signature Jeffrey Tsumura Case Manager LEGEND—— PROPERTY LINE C ity e a rgent 0 0° � e __--= RESIDENTIAL WALL - PROPOSED Ing v Sion— e � °° O --------- UNDERGROUND STRUCTURE -CUPERTIN PP V D ° Case# I -2 2 O SWALE / STORMWATER AREAS 0 • •A :ican`\N�be (s� OO EXISTING TREE TO REMAIN Appro al ody: Di / Staff O 0 O (50 0 Appro a to & /22 O OLIVE TREE FRUITLESS OLIVE, Oo SWAN HILL Signatt effre Tsua \ OLEA EUROPEA Cas Mina er \x O O \x O O 00 O O DECIDUOUS OAK ONON—OAK DECIDUOUS TREE CONIFER 0/ 0 � \x UNDERSTORY TREES all 1 12) 3) 4 (S) 6 7 8 910 in, 12 13 q 14 V 15 16 17 18 19 20 21 22 23 24 25 27 28 29 30 1 32 33 34 35 36 37 O �'V IV 1� Y NOTES: 1. THE CONTRACTOR SHALL SUPPLY ALL PLANT Hum THE­TING MATERIPL IN QUANTITIES SN IN UFFICIENT NG COMPLETE Q A LFA DLFq FLEA OLEA OLFq OLEA 0_EA OLEq oLEP MATERI&PROVIDEDWBY OWNEROISANIDICAT D IS. N • • • • • ° • • • / h _ \ ° THE PWJTSU SCHEDULES. 7Z 7Z 7Z 72 7Z 7Z 7Z 7Z 7Z /Lyles` IIL" 2, PRIOR TO SUBMITTING A BID THE CONTRACTOR SHALL NOSY THE LANDSCAPE ARCHITECT OF ANY ET- DISCREPANCIES BETWEEN PLANS AND SCHEDULES. OLEA I_FA 0 LEA 01_EA 01_EA oLFA 3. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE • OF ROUGH GRADING. O 60 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 — — — — — — 4. THE CONTRACTOR SHALL LOCATE AND VERIFY • / Q ° _ _ REPORT TILITY LINE MY CONFUCTS TOOF TO PIUANTING HE LANDSCAPE AND _ _ _ o�FA oLFA _` DLEA 0 EA of EA ARCHITECT. • • •• • • • • • • •° LL • • • •• ' Li Q ° B. THE LAYOUT OF PLANTS IN THE FIELD IS TO BE 72 72 72. 7� 72 72 i 2 72 72 72 72 7.2 /2 '/L 72 7� 72 72 _ '-'-�• ■�_�� APPROVED BY THE LANDSCAPE ARCHRECT PRIOR TO PLANTING. OLEA FLEA OLEQ. 0 EA _ OLFA �n 6. FOR PLANT DETAILS, SEE L9.10-L9.13 L _ Q _ _ _ _ ). FOR CANOPY TREE SCHEDULE.SEE L9.20 7 Z 7L �� � 7� �� a _ 8. FOR TREE PROTECTION PLANS AND DETAILS,SEE L1.02 AND L1.03 Q I 9. BOOM OF BOX SHALL BE REMOVED FOR ALLCTURE. OLLA 01 EA OLEA COI EAI OLfa4 r OLF� OLEA �� • �°_ __ _ _ I • •• PLAZATT TREES AND OTHER TREES OVER STRU tii " '•7L 1 7•� - -- — /L� / •72 Z vu�i 10.ROOT BALL PRUNING MAY BE REQUIRED TO SET fl ONLYI yA 7 PLAZA TREES AT APPROPRIATE ELEVATION.ROOT O I_FA 01 FA oLFA —— 01_FA A �I �_FA ,101_FA 01_FA I_F Q BALL PRUNING MAY ALSO BE REQUIRED FOR TREES ADJACENT TO BOLLARDS.THIS SHALL BE DONE PER SPECIFICATION AND ONLY AS DIRECTED BY PROJECT 72 72 72 _— 72 = , /2 •72 72 72 72 ARBORIST. = - Q IBA 01 Fq' 01_FA OI_FA 01 q 01_FA OI Fq- 'pl FA- 101_FA 01_FA� 01_Fq OI F1\ 01_FA- OI_FEA 2 0 H (^C F 72 72 72 7 72 72 ,72 72 72 72 72 172 72 V OI_FA Oi_NIFA OLFA 01_FA OI#A OI_FA LEA �OLEA OLEA OLEA OI_FA OLEA OI_FA OCF.A OI_FA OI__ �z 72 72 7z 71 t 2 60 601 60 z 2 2 7z z z AREA OF �+ OLEA OLEA OLEA OLfA OLEA OLEA OLEA OLEA OLEA OLEA �OLEA OLEA OLEA OLEA OLEA OLEA OLEA OLEA 01 EA't, 0 OLEA 'QLEA W O ' 7z �2 �z 7z 50 ' 6o so so so so 6o S. so so �0 60 6o z' �z 'I I 7� 60 s0 9 I I I g 11111 s I OI_Fq OLEA I s OLEA LEA OLEA OLEA OLEA OLFA OLFA OLEA 01_FA OLEA OLEA OLEA OLE OLEA s OLFA 0 LE., LEA Q 72 72 60 60 60 60 60 72 72 72 72 60 60 60 60 60 Q 72 6� 1 60 •60 60`" _ I I A oL�q )LE OLEA OLEA o BLUE HIGHLIGHT INDICATES TREES Eq oLE � o� EA w oL A LEA � oLF LEA • z s0 60 60 60 60 — 6 0 — f 60 60 60 T TO BE REMOV ED, STORED, AND� E z �EI ...... REPLANTED - - - _ 0 s EI i SCOPE OF WORK INCLUDES PROTECTION E ouECII' � II II I I I 01ECA I I I I I I I I I I N III � OF AND TEMPORARY REMOVAL OF CIEC --- CA 4 4 EXISTING OLIVE TREES (FORT ---I--I— -- --- ----I-----I--I— — --QUTC = _---- — — ————L 6®� CONSTRUCTABILITY) THEN REPLANTING PAva PAvA PAVA PAVA Pa,vA PAP Pnva P vA PAVA e PAVA P A P'VA P THE TREES IN THEIR ORIGINAL LOCATION. A CEA 72 CEA CEA CIA 2 c 72 cEn cEn cE cE cEn7 c 72 En En En 72 ®@ 2 ® 6 72 a — SEE ARBORIST REPORT FOR MORE a X A. INFORMATION. Existing Tree Planting Plan � I Community Development Department Planning Division — Cupertino -CUPERTINO APPROVED Case# D I R-2021-022 Application Number(s) Approval Body: Director/Staff Approva I Date 05/06/22 Signature Jeffrey Tsumura Case Manager Community Development Department Planning Division — Cupertino CUPLRTINO APPROVED Case # DIR-2021-022 Application Number(s) Approval Body: Director/ Staff Approval Date 05/06/22 Signature Jeffrey Tsumura Case Manager NATIVE LAWN BENEATH OLIVE TREES GRASS PLANTS Carex pansa Pacific Dune Sedge CA native 94% plug 12" GRASS SEED MIX 100%of total area Seed Rate Festuca idahoensis'Tomaies Bay' Blue Fescue CA native 20 pis Ibs/acre Festuca rubra'Molate' Red Creeping Fescue CA native 10 pis Ibs/acre PERENNIALS Iris tenax Iris 8% 1 gallon 24" Iris dougiislana Iris 5% 1 gallon 24" BULBS Triteieia"Queen Fabiola" Triteleia 3% bulb 6" COMPOST MULCH 100%of total area 1/2"Depth of Landscape Compost as provided by Zanker Landscape Materials. GROUND COVER MIX BELOW OLIVE TREES TO BE AUGMENTED AND RESTORED AT COMPLETION OF PROJECT. W'9Mannl�g Dims�ion4upQlnoment -CUPERTINO APPROVED Case#See foIIo\,milrgpgQga Application Number(s) Approval Body: Director/Staff Approva I Date 05/06/22 Signature Jeffrey Tsumura Case Manager Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # D I R-2021-022 Application Number(s) Approval Body: Director/Staff Approval Date 05/06/22 Signature Jeffrey Tsumura Case Manager LIGHTING LIGHTING INTENT munity Development Department Plannin Divisr pertino APPROVED D I R-2021-022 Application Number(s) ro. dy: Director/ Staff t e 05/06/22 Jeffrey Tsumura Case Manager Layout of the Art Installation 3 Lighting Intent Statement 4 Lighting Study Options 5 { 9/1/2021 2 munity Development Department PlanninpY�15NJAAMS LAYOUT APPROVED D I R-2021-022 Application Number(s) f !1{ ro. dy: Director/ Staff +. +` t e 05/06/22 JeffreyTsumura Case Manager + + r - ru-d� ■ I + I Ir Refer to Lighting details on page 5 since we do not e '� � i have lighting plans _ 7� rj yet. { o I i • ♦ • • I • # • Key Note: 1 I Lighting Drawings and plans will be 4 t I I provided in DD set once � s • I a '° i completed. These drawings are the concept drawings. 7 I �� I 9/1/2021 3 munity Development Department TLNJr J4 ENT STATEMENT Planning Divi K, APPROVED D I R-2021-022 AppliT e objective for this art installation is to conceal the source of light and wonder ro. dy: Direct OPIhe lighting is coming from. The design intents in this package will show the to 05i0& ,_ we can do to accomplish this objective. Our lighting design will Jeffrey Thum ra i , _ - - system to allow for dimming, controlling light levels and time clock features for on/off commands. The lighting design will comply with Dark Sky, ASHRAE and Title 24. The light will not spill over to the grounds but will stay within the glass cylinders. Light levels will stay with in the 1 FC range and below which is compliance with the level of the „ Bright , or Natural Bollards and Light poles on site. The lighting design will take into consideration any type of glare that the glass might create with the lighting and work with the optics and diffused lens to control 5MK when the lights are illuminating the glass art at night. Color Temperature of the light source Our requirements are as follow: 3000K-4000K are the CCT (color temperature) for the Apple Campus, so we want to Complement the lighting in the area. A:yR,r„ t,Oc 20' 30' 60' 90, 10'x 45' 25'x 40" 130'x 70• Glass samples will determine the CCT for the fixtures based on mock-up. A A A Alk A A AR Comply with Dark Sky , ASHRAE and Title 24 Codes • LED Light Source Beam Angles/Optics 50,000 hours (LED life) Dimmable Maintain the required foot-candle level- 1 FC- 0.5 FC IP68 Rated Energy efficient Maintenance friendly 9/1/2021 4 munityDeZe! (_r_ tIGHTING TECHNIQUE Planning Ui — �� APPROVED D I R-2021-022 Application Number(s) ro. dy: Director/ Staff t e 05/06/22 Jeffrey Tsumura Case Manager LED Tape Remote driver Mounting &annel to 'Y ,, �,+ A Y 1 be designed r : Illuminatorcan be by architect , ;f ; ,` fiber optic light maintained at femote , ,� 3acation and engineer :,' ', Exact mounting detail to be 'Y ! Conduit for provided by afchitect and log vokage �F' '; engineer cables } +'Y !Y, _ Y 1 k1 :vl :•�-:ti1: :::: : J::�-'ti1 rw-rrr-r:.-;r:,-: Technical information: Technical information: Watt: 2.7 Watts per square foot Watt: 20W Lumen: 300 lumens per square foot Fiber Optic: Glass/PMMA CCT: 3000K- 4000K CCT: 3000K- 4000K CRI: >90 CRI: >85 Source Type: LED Source Type: LED IP Rating: IP68 IP Rating: IP68 Dimming Control: 0-10V Dimming Control: 0-10V Rated Hours: 50,000 hours Rated Hours: 50,000 hours 9/1/2021 Details show the concept- once the mock-up and testing are completed we can 5 confirm exact details for the lighting in the base structure channel. 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