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approved plan set ASA-2018-01, TR-2018-04 .. aPoe*tr avr ee(�r A �Anr , S Brf ✓<daf 7 Helena Dr a rp. Inve%nV«.W.4 SiRO1A7J£1 ycF � � N�JGffBOgS J o estead' Homestead Rd Hor knza30 ed Gs ,a_ n LunII A•;a TARGET® 1000 NICOLLET MALL °7 OrMINNEAPOLIS, MN 55403 � � 'a 6 �C n Tern+en,r - -' � ra Ico Pi•::-• r hrtonta Vista Stevens Creek Blvd • 5teversCreea Blvd _ Kimley))) Horn :reek 91Vr1 '} 20745 Stevens Creek Blvd, ^� _ 4` ae Cupertino,CA 95014 = i $� ►� w.d 1 ! y _ �.,! !Irr w n as r 4 100 WEST SAN FERNANDO STREET, u c ' Phil to m =. a MrClel13n3� Nrrn SUITE 250 r Rancho SAN JOSE, CA 95113 - a Rincar ado ii ry l t Deep. � Cry{ 4lo4linrTrr Rd. car{ Cnarsr )OAC UNJ WILLER Porgy - ZVp18R+7CM1' 4 1 �- - - - VICINITY MAP SCALE: N.T.S. KEYPLAN -- Date No. Description PROJECT CONTACTS 1/03/18 Entitlements Submittal 1 3/23/18 Entitlements Submittal 2 OWNER ARCHITECT ENGINEERING (CIVIL) & LANDSCAPE ARCHITECT 6/20/18 Entitlements Submittal 3 p _ � • �t 1 _ � �- - -- TARGET CORPORATION WD PARTNERS KIMLEY HORN I 1000 NICOLLET MALL 7007 DISCOVERY BLVD 100 WEST SAN FERNANDO ST. SUITE 250 - - MINNEAPOLIS, MN 55403 DUBLIN, OHIO 43017 SAN JOSE, CA 95113 J 1AL j TEL: 614.634.7000 TEL: 669.800.4130'� l - - - - = NBAUM NSON s _ _ -- _ ;- CONTACT. DAVID BIR CONTACT. MILES JOH y. — --- CONTACTS AGENCY PLANNING DEPARTMENT SANTA CLARA COUNTY FIRE DEPARTMENT CITY OF CUPERTINO 10300 TORRE AVENUE ADMINISTRATIVE HEADQUARTERS 10300 TORRE AVENUE CUPERTINO, CA 95014 14700 WINCHESTER BOULEVARD CUPERTINO, CA 95014 TEL: 408.777.3208 LOS GATOS, CA 95032 TEL: 408.777.3200 PLAN NING@CUPERTINO.ORG PHONE: (408) 378-4010 INFO@SCCFD.ORG TARGET CUPERTINO STORE REMODEL BUILDING DEPARTMENT 10300 TORRE AVENUE CUPERTINO, CA 95014 TEL: 408.777.3228 BUILDING@CUPERTINO.ORG SCOPE OF WORK SITE WORK • BUILDING FRONTAGE SIDEWALK PAVING & LANDSCAPE PLANTERS 0� p� • ENHANCED SIDEWALK PAVING ALONG STEVENS CREEK AND SAICH WAY p,C�,`G'<� • MODIFICATIONS TO EXISTING BUS SHELTER A • PARKING LOT PAVING WILL BE CLEANED AND RE-STRIPED `" • NEW EV PARKING STALLS • DRIVE-UP LANE ALONGSIDE BUILDING GO • EXISTING MONUMENT SIGN ALONG STEVENS CREEK WILL BE REFACED WITH TARGET'S LATEST BRAND DESIGN. FAQADE MODIFICATIONS MODIFICATIONS • ALL THE ENTRIES WILL BE CHARACTERIZED BY WOOD LIKE FINISHES AND INCREASED GLAZING FOR VISIBILITY INTO THE STORE. • NEW BULLSEYE SIGNS WILL BE LOCATED ON 3 FACADES AT THE BUILDING ENTRY POINTS • IN FRONT OF THE WEST ENTRY THERE WILL BE A LANDSCAPED PLAZA THAT WILL HAVE SEATING FOR STARBUCKS PATRONS AND GUESTS TO RELAX AND PROVIDE A BREAK FROM SHOPPING. • A NEW ORDER PICK-UP ENTRY ON THE EAST SIDE OF THE BUILDING FOR GUESTS. UJ J U m � .. Yo O w0r) z VU SHEET LIST TABLE z o SHEET NUMBER SHEET TITLE ^W LIJ T1.1 TITLE SHEET P1 w C0.0 EXISTING CONDITIONS U) C0.1 EXISTING CONDITIONS C0.2 EXISTING CONDITIONS C1.0 SITE PLAN N C2.0 PRELIMINARY SWCP,GRADING&DRAINAGE PLAN L1.0 ARBORIST REPORT L1.1 ARBORIST REPORT L1.2 ARBORIST REPORT L1.3 TREE MANAGEMENT PLAN L1.4 TREE MANAGEMENT NOTES&DETAILS Project Number T-0323 L2.0 LANDSCAPE PLAN Proto: Version: Config: L2.1 LANDSCAPE PLAN L2.2 LANDSCAPE NOTES Designed By J. Kirby L3.0 BIKE CIRCULATION PLAN Checked By M. Johnson L3.1 PEDESTRIAN CIRCULATION PLAN L3.2 VEHICULAR CIRCULATION PLAN A201 EXTERIOR ELEVATIONS TITLE SHEET LP-103 SITE LIGHTING TARGET® 1000 NICOLLET MALL MINNEAPOLIS, MN 55403 m 80 GARDENA DRIVE GREANLEAF Kimley* Horn DRIVE V m O O� z z Rio J O J w z a 100 WEST SAN FERNANDO STREET, ? RUMFORD DR Z m SUITE 250 m z SAN JOSE,CA 95113 85 ALVES DR PARCEL TWO z6 aaaaa STEVENS CREEK BLVD PARCEL FOUR y w m k PARCEL ONE Nor�h Q � m � o N VICINITY MAP a NOT TO SCALE o '� z 0 w Z O LEGEND EXCEPTION TABLE LEGAL DESCRIPTION NOTESM. w o The Following Matters Affect Parcel Four: z KEYPLAN PROPERTY LINE l.General and special taxes and assessments for the fiscal year 2015-2016,a lien not g The land referred to in this Commitment is situated in the City of Cupertino,County of 1. All distances shown hereon are in feet and decimals thereof. w a yet due or payable. Santa Clara,State of California,and is described as follows: a o 1 5.Covenants,conditions,restrictions and easements in the document recorded ADJACENT PROPERTY LINE (NOT A SURVEY MATTER) 2. This survey was prepared from information furnished in a Commitment for Title N � February 14, 1972 as Book 9702,Page 170 of Official Records,which provide that a PARCEL ONE: Insurance,prepared by First American Title Insurance Company,dated May 4, w Date No. Description CENTERLINE - 2.The lien of special tax assessed pursuant to Chapter 2.5 commencing with Section violation thereof shall not defeat or render invalid the lien of any first mortgage or 2015,Amended 5-15-15.Order No.NCS-678032-CC. No liability is assumed for m EASEMENT - — — — — — - 53311 of the California Government Code for Community Facilities District No. deed of trust made in good faith and for value,but deleting any covenant,condition or PARCEL 1 AS SHOWN ON THAT CERTAIN PARCEL MAP FILED IN THE OFFICE OF THE matters of record not stated in said Commitment for Title Insurance that may 1/03/18 Entitlements Submittal 1 2005-01,as disclosed by Notice of Special Tax Lien recorded June 24,2005 as restriction indicating a preference,limitation or discrimination based on race,color, RECORDER OF THE COUNTY OF SANTA CLARA,STATE OF CALIFORNIA ON APRIL 23, affect the boundarylines,exceptions,or easements affecting theproperty. BUILDING LINE Instrument No. 18438576 of Official Records. religion,sex,handicap,familial status,national origin,sexual orientation,marital 1990 IN BOOK 613,OF MAPS,PAGE(S)7 AND 8. P g 3/23/18 Entitlements Submittal 2 BUILDING OVERHANG (NOT A SURVEY MATTER) status,ancestry,source of income or disability,to the extent such covenants, 3. Physical items shown on this survey are limited to those items visible as of the z° a a a a a 6/20/18 Entitlements Submittal 3 conditions or restrictions violate Title 42,Section 3604(c),of the United States Codes PARCEL TWO: date of this survey. Subsurface structures,if any,are not shown with the FOUND MONUMENT AS NOTED RE2a. The lien of special tax assessed pursuant to Chapter 2.5 commencing with or Section 12955 of the California Government Code.Lawful restrictions under state exception of underground utility lines. The locations of these underground utility Z Section 53311 of the California Government Code for Community Facilities District No. and federal law on the age of occupants in senior housing or housing for older persons EASEMENT FOR THE PURPOSES OF THE ERECTION AND MAINTENANCE ON THE lines have been compiled from available plans,markings and no warranty is — FOUND IRON PIPE OR AS NOTED 0201 3-1,as disclosed by Notice of Special Tax Lien recorded January 22,2014 as shall not be construed as restrictions based on familial status. FOLLOWING DESCRIBED PARCEL OF LAND A SIGN OR SIGNS ADVERTISING THE implied as to the exact location of these lines.Said subsurface objects may uj BOLLARD LIGHT Instrument No.22502535 of Official Records. COMMERCIAL ACTIVITIES CARRIED ON UPON THE ABOVE DESCRIBED PARCEL OF LAND, include,but are not limited to,concrete footings,slabs,shoring,structural piles, IY ca (NOT A SURVEY MATTER) Document(s)declaring modifications thereof recorded April 04,1977 as Book C71 3, AS FOLLOWS: utility vaults,piping,underground tanks,and any other subsurface structures not 0 LIGHT Page 656 of Official Records. W revealed by a surface inspection.The underground locating company was not able STREET LIGHT 3.The lien of supplemental taxes,to the extent resulting from changes in ownership BEGINNING AT A POINT IN THE SOUTHERLY LINE OF PARK AVENUE,AS SAID LINE WAS to locate the fire service line that services this existing building. > or commencement of construction on or after the date of the policy pursuant to the Document(s)declaring modifications thereof recorded May 12, 1977 as Book C821, ESTABLISHED BY DEED FROM ANTON SAICH ET AL,TO CITY OF CUPERTINO,A TRAFFIC SIGNAL POLE provisions Chapter 3.5(commencing with Section 75)of the Revenue and Taxation Page 324 of Official Records. MUNICIPAL CORPORATION,DATED OCTOBER 26, 1961 RECORDED NOVEMBER 2, 1961 4. A.P.N.:326-32-055&326-32-056 N Code of the State of California. (NOT PLOTTABLE) IN BOOK 5350 OFFICIAL RECORDS,PAGE 740,SANTA CLARA COUNTY RECORDS, I N TRANSFORMER a (NOT A SURVEY MATTER) DISTANT THEREON NORTH 89°56'SS"EAST 707.59 FEET FROM THE POINT OF g / �1 c � 5. Zoning Note: \./ �} .- - FIRE HYDRANT 16.This item has been intentional) deleted. INTERSECTION THEREOF WITH THE EASTERLY LINE OF THAT CERTAIN 10.51 ACRE � Y This survey makes no evaluation as to compliance with zoning and building codes to -° C The Following Matters Affect Parcel One: TRACT OF LAND DESCRIBED IN THE DEED FROM ANTON SAICH ET AL,TO LUCKY and/or ordinances other than current municipal building setback line locations. m' 0)STORM DRAIN MANHOLE O 17.Covenants,conditions,restrictions,easements,assessments,liens,charges,terms STORES,INC.,A CORPORATION,DATED OCTOBER 27, 1961,RECORDED NOVEMBER 3, LL.I ro and provisions in the document recorded April 23, 1990 as Book L329,Page 1699 of 1 961 IN BOOK 5352 OFFICIAL RECORDS,PAGE 466,SANTA CLARA COUNTY RECORDS; W m MANHOLE O 4.A lease dated May 01, 1962,executed by Lustor Realty,Inc.,a Delaware corporation P P 9 The subject property is currently zoned"Heart of the City Specific Plan Area"; Official Records,which provide that a violation thereof shall not defeat or render THENCE FROM SAID POINT OF BEGINNING SOUTH 0°06'43"EAST 30.00 FEET;THENCE Z v as lessor and Lucky Stores,Inc.,a California corporation as lessee,recorded August 10, P Planned Development CLEAN OUT o invalid the lien of any first mortgage or deed of trust made in good faith and for value, NORTH 89°56' 55"EAST 38.00 FEET TO THE POINT OF INTERSECTION THEREOF WITH p� U o u 1962 as Book 5678,Page 544;as amended by that certain Amendment to Lease dated g THE WESTERLY LINE OF SARATOGA-SUNNYVALE ROAD,AS SAID LINE WAS Z m GAS METER ¢a July 29, 1987 and memorialized by that certain Memorandum of Amendment to Lease but deleting any covenant,condition or restriction indicating a preference,limitation The current building setbacks for this zoning designation are per the Planned til or discrimination based on race,color,religion,sex,handicap, ESTABLISHED BY DEED TO SAID CITY OF CUPERTINO ABOVE REFERRED TO;THENCE o M UTILITY POLE W/GUY WIRE Z 12 recorded as document 9442228;and as amended by that certain Amendment No.2 to g p,familial status,national Development permit currently on file with the City of Cupertino Planning - �� Lease dated February 8, 1 990,as memorialized by that certain Memorandum of origin,sexual orientation,marital status,ancestry,source of income or disability,to NORTHERLY ALONG AN ARC OF A CURVE TO THE LEFT,FROM A TANGENT BEARING J n u Department. w o 15 VALVE g Amendment No.2 and Amendment No.3 to Lease recorded as document 14308512; the extent such covenants,conditions or restrictions violate Title 42,Section 3604(c), NORTH 0°06'48"WEST WITH A RADIUS OF 30.00 FEET,THROUGH A CENTRAL ANGLE U M as amended by that certain Amendment No.3 to Lease dated July 14, 1998,as of the United States Codes.Lawful restrictions under state and federal law on the age Information was obtained from the City of Cupertino,Planning Department � U OF 89°56' 1 7",FOR AN ARC DISTANCE OF 47.09 FEET TO A POINT IN THE SAID m v, CATCH BASIN/ DROP INLET ®® of occupants in senior housing SOUTHERLY LINE OF PARK AVENUE;THENCE SOUTH 89°56'55"WEST ALONG SAID memorialized by that certain Memorandum of Amendment No.2 and Amendment No. p s or housing for older persons shall not be construed as LAST MENTIONED LINE 8.00 FEET TO THE POINT OF BEGINNING,AS SURVEYED IN JUNE, Website on April 7,2016. WATER METER ® 3 to Lease recorded as document December 1 2.amd as amended by that certain restrictions based on familial status. 1962 BY PACIFIC ENGINEERS,CIVIL ENGINEERS AND SURVEYORS,PALO ALTO, Amendment No.4 to Lease dated December 8, 1998,recorded as document 14570649 6. Basis of Bearings: x FIRE DEPARTMENT CONNECTION Document(s)declaring modifications thereof recorded May 28,2004 as Document No. CALIFORNIA. The bearing of North 0°02'27"East taken on the centerline of Saich Way as shown (� of Official Records. BACK FLOW PREVENTER 17816208 of Official Records. AS GRANTED BY ANTON SAICH AND JOHN SAICH,MARRIED MEN,TO LUCKY STORES on that certain Parcel Map filed for record on April 23, 1990 in Book 613 of Maps Q Defects,liens,encumbrances or other matters affecting the leasehold estate,whether (NOT PLOTTABLE) INC.,A CALIFORNIA CORPORATION BY INSTRUMENT DATED 7, 1961 RECORDED at Pages 7&8,Santa Clara County Records was taken as the Basis of all Bearings Z POST INDICATOR VALVE O� or not shown by the public records. NOVEMBER 3, 1961 IN BOOK 5352 OFFICIAL RECORDS,PAGE 468. shown hereon. ce (NOT A SURVEY MATTER) 18.This item has been intentionally deleted. 0 UTILITY BOX(SIZE VARIES) F7 PARCEL THREE: 7. Flood Zone Note: 19.The terms provisions and easements contained in the document entitled Management A Q BOLLARD(UNLESS OTHERWISE SPECIFIED) 5.The effect of the following: Declaration of Restrictions and Agreement to Terminate �p ( ) The subject property is shown on the Federal Emergency Agency Former Declaration of Restrictions,dated December 1, 1 971,by John Saich et al,and "Easement Agreement"recorded July 29, 1998 as Document No. 14308513 of Official RIGHTS AND EASEMENTS CONTAINED IN THE DECLARATION OF COVENANTS, Flood Insurance Rate Map,Community Panel Number 060339 0208 H,dated U SIGN T Lustor Realty,Inc.recorded February 14, 1972 in Book 9702,Page 170,Official Records. CONDITIONS AND RESTRICTIONS AND GRANT OF EASEMENTS RECORDED APRIL 23, May 18,2009,as being located in Flood Zone 'X"; TITLE REPORT EXCEPTION NUMBER O Records. Amendment No. 1 to Declaration of Restrictions dated as of December 30, (EASEMENT PLOTTED HEREON) 1990 AS BOOK L329,PAGE 1699,OFFICIAL RECORDS AND CONSENT AND 1976,by John Saich et al,Sutro/GHL Realty Funds,and Lucky Stores,Inc.recorded AMENDMENT TO DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS AND Areas of 0.2%annual chance flood;areas of 1%annual chance flood with average RECORD INFORMATION (100.00) April 4, 1977 in Book C71 3,Page 656,Official Records. Consent Agreement to 20.An easement for Sidewalk and incidental purposes,recorded September 22, 1998 GRANT OF EASEMENTS RECORDED MAY 28,2004 AS DOCUMENT NO. 17816208, depths of less than 1 foot or with drainage areas less than 1 square mile;and TREE W/SIZE AND ELEVATION t0 Declaration of Restrictions dated May 9, 1977,by Norcal Associates,a California as Document No.14405949 of Official Records. In Favor of: City of Cupertino OFFICIAL RECORDS. areas protected by levees from 1%annual chance flood. 100.0 partnership recorded May 12, 1977 in Book C821,Page 324,Official Records (EASEMENT PLOTTED HEREON) CURB -- (NOT PLOTTABLE) EXCEPTING FROM PARCEL THREE ANY SUCH RIGHTS AND EASEMENTS LOCATED ON Information was obtained from the FEMA website(www.fema.gov)on 21.Water rights,claims or title to water,whether or not shown by the public records. PARCEL ONE,ABOVE. April 6,2016. CURB&GUTTER 6.This item has been intentionally deleted. CONCRETE 22.This item has been intentionally deleted. PARCEL FOUR: 9. There was no observable evidence of earth moving work,building construction or 7.Matters in a document entitled"Declaration of Covenants,Conditions and building additions at the time of the survey. ` FENCE z ` Restrictions and Grant of Easements",executed by and between Stevens 23.This item has been intentionally deleted. PARCEL 2 AS SHOWN ON THAT CERTAIN PARCEL MAP FILED IN THE OFFICE OF THE `N EDGE OF PAVEMENT --- Creek/Cupertino Associates,recorded April 23, 1990 as Book L329,Page 1699 of RECORDER OF THE COUNTY OF SANTA CLARA,STATE OF CALIFORNIA ON APRIL 23, 10. There are no proposed changes in street right of way lines at the time of the ♦O .,NO Official Records,including but not limited to covenants,conditions,restrictions, 24.The following matters disclosed by an ALTA/ACSM survey made by DRC 1990 IN BOOK 613,OF MAPS,PAGE(S)7 AND 8. survey.There was also no observed evidence of recent street or sidewalk — 2015, SANITARY SEWER Ss -- Engineering,Inc.on May 4,201 5,designated Job No.1 5-818: construction or repairs. easements,assessments,liens and charges. STORM DRAIN SD Document(s)declaring modifications thereof recorded May 28,2004 as Instrument No. parcel Four:No Survey Matters 12. As of the date of this survey there was no observable evidence of any wetland 17816208 of Official Records. WATER w areas within the boundaries of the subject property and the surveyor was not r T� (NOT PLOTTABLE) 25.Any claim that the Title is subject to a trust 4 lien created under The Perishable provided with any information or documentation that disclosed that any wetlands F�-1 OiV9ERGROUND ELECTRIC 6 Agricultural Commodities Act,1930(7 U.S.C.§�499a,et seq.)or the Packers and may exist. It shall be noted that the undersigned Land Surveyor is not qualified to GO 8.d easement shown or dedicated on the map of Parcel Map recorded April 23,nt Stockyards Act(7 U.S.C. y181 et se )or under similar state laws. TELEPHONE T and on file in Book 61 3,Page 7 and 8, of Parcel Maps.For:Public service Easement y § q' make an independent judgment determination as to what does or does not and incidental purposes. ABBREVIATIONS constitute a wetlands area. Further review of the California Department of Fish OVERHEAD off (EASEMENTS PLOTTED HEREON) and Game website discloses that it does not show any wetlands areas within the LIGHTING CONDUIT // AC ASPHALTIC CONCRETE subject property. 9.This item has been intentionally deleted. ACP ASBESTOS CEMENT PIPE Q FIBER OPTIC CABLE F0 AD AREA DRAIN 13. Benchmark: rT� U J STANDARD PARKING STALLS �1 10.The Terms,Provisions and Easement(s)contained in the document entitled BL BUILDING Santa Clara Valley Water District BM1 35;Brass Disk is a RESET,located+/- 14 feet f-�-1 "Easement Agreement"recorded July 29, 1998 as Instrument No.14308513 of Official BW BACK OF WALK behind the Northerly corner of the southwesterly headwall(Stevens Creek Z ACCESSIBLE PARKING STALLS 1 ap D& Records. CB CATCH BASIN Boulevard and Calabazas Creek),along the western brick edge,4.5 feet above the O m CLF p CHAIN LINK FENCE sidewalk avement.City of Cupertino. (EASEMENT PLOTTED HEREON) N Y CONTOUR CO CLEAN OUT TO GRADE ~ C):f w INDEX CONTOUR 25 0_.__ COMM COMMUNICATION Elevation: 192.39' (NAVD88 Datum) W CONC CONCRETE Z U 11.An easement for sidewalk and incidental purposes,recorded SEPTEMBER 22,1998 N AERIAL SPOT ELEVATION 2 C.s DI DROP INLET 14. This ma was prepared using computer assisted, hoto rammetric methods b as Instrument No. 14405949 of Official Records. In Favor of:City of Cupertino P P P 9 p P 9 Y Z FINISH FLOOR MEASURED LOCATION 251.29Fr(CARPET)(CARPET) (EASEMENT PLOTTED HEREON) DOC. DOS UMENT Mira SolutionsE EA ,Inc.,in Union City,California.In areas of dense vegetation, 7 Q accuracy of contours may deviate from accepted accuracy standards.The date of r`'�+ a w Q EB ELECTRIC BOX 0- 12.A deed of trust to secure an original indebtedness of$9,000,000.00 recorded ECAB ELECTRIC CABINET Photography was March 29,2016 as Job No.K&WSC03-2016 8. N December 19,2008 as Instrument No.20073492 of Official Records. Dated: ESMT EASEMENT F„� 0 c^ J December 18,2008 Trustor:Stevens Creek/Cupertino Associates LLC,a California EV ELECTRIC VAULT ?: L111 limited liability company Trustee:First American Title Insurance Company EW EDGE OF WALK 0 U m Beneficiary:American United Life Insurance Company FC FACE OF CURB A � Document re-recorded October 13,2009 as Instrument No.20463621 of Official FDC FIRE DEPARTMENT CONNECTION ham+-{ Records. FF FINISH FLOOR O Ln LU LID (NOT A SURVEY MATTER) FH FIRE HYDRANT �J O O w FL FLOW LINE PARKING SUMMARY N A document entitled"Absolute Assignment of Rents and Leases"recorded December FND FOUND \ 19,2008 as Instrument No.20073493 of Official Records,as additional security for FOB FIBER OPTIC BOX U the payment of the indebtedness secured by the deed of trust. FOMH FIBER OPTIC MANHOLE DESCRIPTION PARCEL ONE PARCEL FOUR TOTAL _ (NOT A SURVEY MATTER) FSA FIRE SPRINKLER ALARM STANDARD PARKING 525 61 586 O GEN GENERATOR COMPACT PARKING 0 0 0 13.The following matters disclosed by an ALTA/ACSM survey made by DR 1 C IB IRRIGATION BOX - -- , --- --- -- 1. Z Z Engineering,Inc.on May 4,2005,designated Job No. 1 5-818: INV INVERT ELEVATION ACCESSIBLE PARKING 1 0 11-- - - w L LIP LIP OF GUTTER TOTAL 536 61 597 w \ r Parcel One:The easement labeled as"B"at the northeast corner of Parcel One MH MANHOLE / J encroaches about 5'into the corner of the building. N NORTH MONUMENT w w n 14.This item has been intentionally deleted. NE NORTHEAST ly NO. NUMBER )vJ NW NORTHWEST O.R. OFFICIAL RECORD V L U PIV POST INDICATOR VALVE PIL PROPERTY LINE (PP) PER PLAN SURVEYOR'S CERTIFICATE ti (P P.S.E. PUBLIC SERVICE EASEMENT N RIM RIM ELEVATION TO: WD PARTNERS,INC. RWL RAIN WATER LEADER AND: FIRST AMERICAN TITLE INSURANCE COMPANY S SOUTH SDMH STORM DRAIN MANHOLE This is to certify that this map or plat and the survey on which it is based were made in SE SOUTHEAST accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land SL STREET LIGHT Title Surveys,jointly established and adopted by ALTA and NSPS,and includes items 2, SLB STREET LIGHT BOX 3,4,5,6(b),7(a), 7(b)(1),7(c),8,9, 1 1, 13, 14, 16, 17, 18, and 19 of Table A thereof. Z SQ.FT. SQUARE FEET The field work was completed on April 20,2016. H SS SANITARY SEWER SSCO SANITARY SEWER CLEAN OUT w SSMH SANITARY SEWER MANHOLE SW SOUTHWEST UT 0323 TB TELEPHONE BOX TC TOP OF CURB LAND DATE APRIL,2016 Project Number TMH TELEPHONE MANHOLE SGP TSB TRAFFIC SIGNAL BOX ��\��( R. v�C GF� SCALE NONE Proto: Version: Config: TW TOP OF WALL DESIGNER JRV TYP. TYPICAL S'/S— J C� ( R. �/ UB UTILITY BOX DATE DRAFTER CJ Designed By J. Kirby UCAB UTILITY CABINET jvig @kienvn ht.com L.S.62 6 .g g Job A16056 Checked By M. Johnson LIE UTILITY ENCLOSURE r� Nc. 625° SHEET W WEST WB WATER BOX qlF OF CA\,\E 1 OF 3 SHEETS USER:cjunokas 1:\PROJECTS\A16056\DWG\SURVEY\ALTA\C-ALTA.dwg APRIL 20,2016 12:32 PM EXISTING CONDITIONS Como 0 TARGET® 1000 NICOLLET MALL w MINNEAPOLIS, MN 55403 I , 20745 STEVENS CREEK BOULEVARD 24 - - ONE STORY BUILDING a ■ z x 253. o" 7 35.1'-BUILDING HEIGHT 2as.9 252.7 O) x 253.4 �`3'l, x 251.8 Y" 128,567±SQ.FT. L _ __ - g I F � $ -� 25 .a (PER EXTERIOR DIMENSIONS) I EB x 24�-6 O 4 .� 2 �� ry a' z 7�U O 253.6 DIRT Note: The underground locating ',__ �z rn� a company was not able to - �- H 25i.6 locate the fire service line DIRT 45.3 Q v K -{ cA that services this existing /i I i� Kimley* Horn U W Lu 1 x 25 . building. s 1 �--I a 3 5 248.5 N Q PARCEL ONE 24 .2 100 WEST SAN FERNANDO STREET, �j 253.6 O NO LL ( EL NDERGROUND PARCEL 1 a 0� _ PAINT MARKINGS) (613 M 78c8) /' a _ __ SUITE 250 245.7 2 z Ln x 2 DIRT 8.258±ACRES ( SAN JOSE, CA 95113 1 U aaaaa 248.3 Z I m ((• o o y j o 253.6 m J/ We f 1 2.3,B 252.3 x x 246.11 j z 24 ? i I 1 .0'BL BW m w w x 25 .tY t ,+. WL CONIC GUTTER 169.T BL x z5z.z N N / ;6 3- 24 ' 2.8' .T i ---- _ _ �` MJ 245.39 FL 3' 32 x 253.a y - 1 i 245.60 LIP IP7ACSCITE 2519 SSC F LL Ll 251.2? 1:... 1 n_, 1. 10"1 ... 25 ........ ..n7x� DIRT a /SSCO(PP 251. / {�•�( t - 25L4 1.3' 1.3' 251.21 SSCO ) , T ` ` 24574 LPd:SD........... 25.5 14" T. _ 4612 TR................................. ........................:251.32 1. S PLANTERPLANTER PLANTER CONCRETE 249.8 .345.65 FCONCRETE SIDEWALK - - - M245.70 LIP251.32 a ,251.4 242.8GREASE INTERCEPTOR x 25t2 �� ! Kz51.1 z51.2 -. -- ^ _ - . zas.1 ax 252.3 0246.79 4° IN-W x 25t2 25.Y j CONC TE W LI '`�- ( ) -`� EB r 'S O 1.4 \ 24576 DR IL Qx '53. H yoo 245.84 TO BOTTOM SIGN • _______'_. 250. . _-- { N24 _/10.1'FC x 253.2 1. 2 _ w_•251.4 x � x 2SS 6 250%0 2500O3 m � � 4 I SEE S H E E 13 I3 x 251.fi GREASE INTERCEPTOR FLUSH CURB ( ) r I w O251.3 SGO xZ50.5 1 u_242.7 TO BOTTOM CONCRETE BALL BOLLARD TYP. a U SITE , SEE HET w252.9 x252.6 AC PAVEMENT 2�1. oMATCHLII x 252.4 25,.2 x 250.8 2 .9 x 250.8 LL 1�- ACCES '� * � ''' Z 251.5 AC PAVEMENT x 250.6 1 AC PAVEMENT x 250.3 iv �, ,.�=` ,aD 46.1 o MATx 250.2 ,,6 Z? x 249.5 Ep 248.3 x I-AC PAVEMENTF� 253.3 250-? O G 1-1 4"GAS I C w n 252.7 zse.a za7. KEYPLAN oW x 253,5 ^ , x 252.4 x 251.8 0 7 x 250.6 x 250.6 x x 25G.3 AC PAVEMENT / "MT --__ -` G4u-5 ( / --:DISK G 45.85 FL ,n 2ro s z 8 so 6 x zso.7 z 7 zso.4 z5o1 \`N 89°55'2T E -1 58.40: 158.00' I DISFINK -1/2"BRASS 245.97 LIP w o _ _ J IN MON BOX o T��246.61 BW N 89 55�E 80.00 � zas.os BR ZD 249.7 a 246.7 GRN 98 x 2 Date No. Description C7 h L AC PAVEMENT -- DIRT m `��' x 251. x 250.7 RAMP x 25 .5 DIRT EB W m S' 246.11 ' I 3 I Z a a a a a 1/03/18 Entitlements Submittal 1 I" } METAL CART REN K(TYP.) m 1 '� -"A' 11.5,FC. x 24g 4 Q t-LJ� ,x.,t,�,�,�., ,,, ~2 g -� 11 J -- 3/23/18 Entitlements Submittal 2 1 Lin ® x 25- 50. Z kD 1 ;w 1 6/20/18 Entitlements Submittal 3 / J 3 x 253,3 _ N O ® b x 250.8 0 / / fin.^ 250.5 !- -49-i L U _`` x 2_ 2 x 250.2 x 249.4 Lu ° J 0 - - - 1 246.7 GRN 4. T I N O O �. r :,0.5 Z { 7 W 00 253.2 j 053.2 ® ® - 13.2'' O p ra v v 7 z N$9°55'27"E 65.00' 0 246.02 FL-, 246.06 UP,,,' ,;L4LLI - 251 1 ® 250.4 5 250.2 O 24 �e I x 250.7 � a x 2a9.fi 249.5 249.2 � S V1 to O x 253.5 - ' 25L3 ® x 5 i .y�j x 250.5 x t...:...:'.:c..•°•.:i l o l I 3 2 3.� J Ji _� �' l ..... o� LU m T 252J �..--1 ter- -. � DI-RIM 248.86 � L.IJ rt x 254.3 DIRT `�i R P INV 244.90 12"(OUT-S) 'sue x 249.3 LJJ o Ito x-2-54p6 1 249J �,f� .9� Z �O 250.4 _--� .. ........ .. " Ta AC PAVEMENT 25 V 19.9'FC 20.0'F 1 eRl x 250.5 so.8 z49-7 00 Ca m° 'S 254.7 1 +• PAVE S x 250.2 ^ ... x 24 .5 op I W .� 4 3 i 0 M 254.4 x 251.4 AC PAVEMENT, 2 9 25n ) x 249N 1,.: ,t -. .. DIRT x 6 � .... :...:: 7 - SLB I �� - METAL CAR RETURN RACK TIP. _ C III \ m c O x 254.4 - - PARCEL THREE 0 1 u 754.6 r; 1 - -�253.3 1 O x 251.2 -j 2So.2 x 25 .5 1 RIGHTS&EASEMENTS J min 1 6 _I x�aye- g 250.3 Z O(329 O.R.16 9)254.5 1 _ DI-RIM 248.29 1 3 _ 251.7 _ --! x 250.4 x 249.3 INV 244.93 12"(OUT-SW) 20 8 15 15 p 19 19 1 EXISTING BUILDING 12"SDI 7 O Q 3 DIRT - �- 4- S 250.3 250.8 2'SD y Z W L 254.6 - x 251.6 LYP. 250.1 0 r o --- x 25 . � 1 -1. xJ AC PAVEMENT � I O 1 DIRT �- 249.6 O Q x 250.4 ! ' 254 2 x 254.5 - 1 DIRT(TYP.) x 250.4 AC PAVEMENT '._3 I z U : 50.8 � � � 0.8'EB - - I� 1 253.7 a \ �� x 25 .7 x 254.6 O 12"SO 5 x 254.4 x 249.5 f N x 25.7 ry N 250.8 SITE 3 IN 207 5 STEVEI EK BOULEVAR 2 3. 1 W x 254.4 250.8 x �' x 25 .7 I ACCESS 1 �54.8 w 254.. 249.3 x 24 .2 R L FOUR - � � 25,1 25G.6 �_ � o I r r4 AC PAVEMENT (6113 M 7&8j OI �. 25Q6 k 'Y DIRT i ,�/ Cl) 1x 254.2 x 254.4 254.9 ry x 2524 i p 3 I O x 254.5 .820 t ACRES' x 254.6 __- Z METAL CA RENRN RACK TYP.) x 'S 2 lsl�+ n F O x 254_s Z x 754.E x 254.9 AC PAVEMENT JSi_5 "� Ix 249.7 {h � �{ i 1 - - x 250.9 1 I HO x 54. ;F �.....� - � x 2a9.a � o x 254.7 METAL G EIURN RA K(TYP.) x 254.7 - i� x '�3.6 2528 '�2_i�3 = �W x 251.5 "... x 250.7 -y 1 4� 2� 40 60 O �.l,-h- -/... •.)' .7 `- �� 254.3 o f 1 1 ( 251.1 '� �J 1U.8'FCI O Q a V O �O - I� �•� �� Li-1Scale 1"=20 ft �e w L1J x r_, 30.00'��30.00' Y f.-. 4 L x z49.8 d z46.s l w COI _o I DIRT 2 2 x 254.9 53 x 252 � 1 x 24 1 `^ x 254.8 / x 25L-.-_'�-___.� !! I�x o o ` x_,.2 - 25a.3 1 4 x 249.7 Z `N_ 13 1 x 254.5 1 9 1 1 � ,�"� z- O �.+ x 2 6 DIRT(TYR.) DIRT RAMP DIRT ) O DIRT DIRT(TYP.) 249.5 CONCRETE 1 I I Q .7 x 2 45 - 254.5 io x 254.8 �-r 'J 2S'_4 �n I L k' �~' a x 251.3 x 249. b x x� �fKAG LLI O x 251.8 t % 248., 0 254-g T d' x 25L` V AC PAVEMENT � x 25.1 x 253.3 PAVERS Lyj V BRICK 1 x 255.1 1 u = PAVERS 25t7 EL 250.4 m p zsz.3 251.6 a zso.- 27.9'FC ❑ in x zss. 9.9'FC 254.9 Lu (6 z Y z w F 8 I- 5 r l� ��,, 0� zso _ LU 5.3 R-3�.00' 6 AC PAVEMENT \ DIRT 253 U m (5 T-.; LL - 2'•i ,�'- x '249.7 U a 253- z w - sLa 2 C - i o Z 1 ■ •z o.7 ! zs. 7 I -�I n - D-90°0T00' 0 u� c7 ��' 1 I� 255.2 � .-� 09?B _ DIRT U Ill x x 249.7 Z H U LL J.`U.: 251.0 24 Y 246.' .� LL" 252. U DIRT 6.7'FC m �-1;r_\ VVVV �L:: W 'DETECTOR" - m m IV OLLI LL 24973 EW - O z F F _ O - a.7 w 3 -n C,ucnB q co > II -- 4 4'SIGN / 1 w ) i , „ m N 85°09'38' E 60.21' -n � o off- 1�1251 . � x 2a95 Q w r� Q -_- __ 249.2 x 24d 7 x 24G. F n � � :�-hr.�{13.�-. _ 'l.� _ -� - - _ - - _ _ _ - - _ - - - _ _ _ - E SIDEWA - - - - - - __T250.9249_ `oS 85 18 44 E 60 21 � ' � t� v~i - _ N cy � � -. -.., 4 9 E Y 7� CO1111T _- LK DIRT �/114.94' 12.0 ��..�'�"�� .CONCRETE .. ... 1 - BHELTERP T'ASH AN N 89°55'27"E a ..n1.,��-2'`- _ 0 "' � ,,... - 'xtG" 50 3 _ �x o,; S 89°55'27"W 126.99' CONCRETE N 89`55'27"E 40.00' .z ` 8. p.TSB S.. CONCRETE DRIVEWAY 85 4. W 249.31 W WH 4.it W �n O LU ��✓✓✓✓ DRIVEWAY 2 1-9 253.9 2i2.S - �- 291.8 250.8 - -.-_249. BW--- ,4 GRN 249.2 GRN 249.1 GRN -_---- - -`-_ / `�` fV FO ---- FO ---- -.-._ FO FO - _ --__ _ - FO --... FO FO FO x FO UB SBB COMM CONCRETE SIDEWALK 0 FO FO -- -- ---__ - ` FOB CONCRETE _ _-- _ CONCRETE SIDEWALK FO r-- � i o ---- ----x�g5-?--. _ - FOMH FOMH a - - - - - - x 24'.4 CY xT.T3. -�- CONCRETE - -- --- - -x-2483-- O "DETECTOR" TMH 0 Dd Y ' 256.4 x 3 _U 'DETE TOR" _ _ _ _ _ _ _ O ^ 'O^^ x�5.5 LL G G G lV O w u J TMH Q x 253.6 CB-TC 251.88 x 251.4 3 T G G G N INV 244.19 12'IN-N) G 3"GAS G � x 2 6.6 V 244.13 18°(OUT-SE) �) U W 256. UJ 65.WATERW W W W�25 W LL W -- = W - W �I�I LL w 6"WATER STEVENS CREEK ULEVARD 0 6"WATER U U x 257.4 r` U x 255.4 wl w AC PAVEMENT so w LU 0 3 FIND BRAS- v~-u (A PUBLIC STREET) N v v x 257.8 - 256.6 x 256 1 Tvj Q 254.4 x 254.1 - _ --. ' Q `>0.7 250.3 x 249.4 x 24 ,7 U) 0 W MON BOX _ _ _ _ _ _ x 2ss.1 _ _ N 89°55'27"E _ _ _ 670.23' (670.0T) _ _ _ _ _ _ _ _ _ _ _ _ 2`7.s 7 7 - ---- UJ -- - __ L L -- - -- - - - - ----- - - 1� 0 UJ x 257.6 -' L E6 ❑ "'....,� .. /�'� --- �- --- �..- -- ---- - Y=-" -� > LL x x 255.4 27°SD - �✓ - - \.. 27"SD UJ LU z56.e f _.___._ o v"sD zs1.7 J� FND 2-1/2"BRASS DISK x 257.fi -_ NDMH-RIM -SW O .-.- - T C_! 254.2 _ WITH PUNCH IN MON BOX !!~^^ - "CITY OF CUPERTINO" vJ 257.9 INV 244.02 18"(IN-NW; t0 AC PAVEMENT j INV 243.65 27"(IN-W')) --- x 248.5 LO x 24 x 257.4 ; U a 252.7 - c INV 243.63 27"(OUT-E x-z�9c4 x--248.6 SSMH-RIM 255.61 LLx 255.a 2-56,, 0 x 2t-,T� x , V 246.91 8 IN-W x 251.5 x 251.1 x 250.5 INV 246.89 8"(IN T- �`'T ^' 257.6 x 257.5 x 256.5 INV 246.86 8"OUT-E) � ,.. _ 18"WATER 18"WATER `V x253 255.5 SSMr-WA4.24 - T SSMH-RIM 246.90 INV 246.27 8 (IN-W) x 248.5 INV 238.69 8"(IN-W) x 95R F SSINV 246.25 8"(OUT- x 249,6 INV 238.69 8" OUT-E 8"SS SS 8"SS SS S r� SS SS SS _SS _ ( ) 8°SS SS- x - G G x-'- G G G 8"GAS G G G p - - -- W x 253.3 L 317 12 OUT E) 12"SD x 249.7 x 248.8 x 248.4 CB-TC 251.51 CONCRETE 47-8 x 253.5 x 252.5 INV 248.21 12"(IN-W) 25G2 x "e4;3 x 24 .4 U { t x 2577 - W x 5 W W WI NCRETE _ _ _ - _-_- CONCRETE -_-_�.. -_ Il L_Y-' ,�� C2NCREIE--- - p -- -��--- ---- O _ W }� --- 8'ACP W y `- -\ W 6"V ATE CONCRETE -- -- - ti C J C r Y y zaa:F DATE APRIL,2016 413 2 -_ ``' ...- __^_•_....._ DIRT - '� .. .. x-Y y-. '�' x� .f ___--- \ 1 ❑oD o ...� v_� Yj ,,.� C 1� Project Number o o (� C SCALE 1"=20' 25a.5 323 OD 0 ..... .-..l1--- rx:h,.tx_.n_�n._. ._r. f-�1 ) T O - � CONCRETE - � J ., ` 4x� �4 -- DESIGNER JRV Al PAVEMENT U >U`� Proto• Version: Confi DRAFTER CJ g: x 249.4 AC PAVEMENT O yF �' �' / JOB Al6056 Designed By J. Kirby x 258.3 - CONCRETE < D a a 1 AC PAVEMENT z49.7 SHEET 255 a 1 y M. Johnson zs4.s z53.7 2so.z 249.4 24a.7 za8.3 47.7 Checked B r t x 255.8 w .J�J"_` _ x 2 Lr OF 3 SHEETS EXISTING CONDITIONS ■ 0 TARGET® 1000 NICOLLET MALL I I I I I F- 14 i a� 247. I F- > MINNEAPOLIS, MN 55403 x 51.7 I I AC PAVEMENT AC PAVEMENT 246.7 24 6 3 U- FLi_' � yF WNV. 'A 46.5 3 AC PA ENT FND 2"I/,"1.81 W °i '� O P..I 7 j mA"e U a B SS DISK j cB-T a 7s �I (� V I U d as-3 Z x UU1l t-d{�=p: I 46 x 249. `` 248.2 O � W.. x� 45.1 � U" � O � N �'IN MON BQX� 2"GAS G G DIRT � 2"GAS ~ 242.9 �»>Psm - ---- x x 246 -- __= Kimley))) Horn CONCRETE3.4 Z 2" GAS CONCRETE so W "5 6-WATER ,�----f x 248-8 W --- VV - - W W ------ W 245.a x 44.5 W---- O 6"WATER O 6"WATER T -- ,+ SSMH-RIM�1$f IN - 1.62._ -_-- - ------- "• z 249.7 SSMH-RIM 249.93 ---. --_- -- x -- ---- __ + INV 239.66 8 IN INV 245.10 6 (IN-N �' INV 243.63 6"(IN-N) O N. INV 239.57 8"(IN-W) --- --._- a �o INV 24488 8"(IN- ) INV 243.13 8"(IN-W) Q �' '2.-.>`-• x 247.5 ALVE-S DRIVE x 246.6 I x 46,51NV 239.56 8"(OUT-E) 8"SS " INV 244.87 8"(OUT E) x 250.7 INV 243.10 8"(OUT-E) LL O SS LL zs ss a"ss ss ss ss x z4s 3 ss (A PUBLIC STREET) sDM RIM 243.56 100 WEST SAN FERNANDO STREET, pt IN 239.2612 IN-NW) F FO N N 89°58'56"E 842.34' 246.7 x 24a.7 O (NV 239.21 12"(IN-SW) �'� SUITE 250 �- FO f4 7,3 FO FO FO F FO t_ _ FO _ F0 _ F0 x 248.7 x 2az6 - 24e-., 270.00' 245-3 /_ - SAN JOSE, CA 95113 - - _ - - - 1 INV 238.56 21" IN_W - 131•22' CI(I31.26) z 249.8 270.00' - - - - - - - 2'I"'" t._�+^\.- " INV 238.51 21"(our-E)I 31.46' - 1 "D 18"SD - 18"SD 0 21"SD o 21"SD o 21"SD o 21"SD o 21"SD --� 1 SDMH-RIM 251 22 U SDMH RIM 2=U,5 U U SDMH-RIM 248.05 741 SDMH RIM 244.81 U U N Z J U W I INV 246.98 15 IN-S INV 246.99 12 IN-NW) LL INV 245.28 12" IN-N FND 2-1/2"BRASS DISK LL m x }a8.3 LL LL W d3:1 12 IN-N SDMH-RIM 246.71 x 246.a FND 2-1/2"BRASS DISK x 245.5 W INV 240.57 12"(IN-N) x 2a4 8 m0 LL LL F w N d LL _ I INV 246.74 12 (IN-N) INV 246.,1 12"(IN-S) m N INV 245.00 18"(IN-W) m _ - - ) INV 242.22 12 (ITV-) WITH PUNCH IN MON BOX _ INV z39.86 21"(IN-W) _ lL U`" a, �„U Tn W w W �I- So 6 INV 246.71 18"I(IN-W) INV 246.03 18"(IN-W) co O INV 244.94 21"(OUT ;.=, WITH PUNCH IN MON BOX x 248.9 o N W oo d INV 243.15 21°(IN-W) INV 241.80 21"(IN-W) x 245.8 ao 1;p :-•E� U io mI0 aaaaa 6"WATER ( ) N o -CITY OF CUPERTINO" _ -.--� �+ _ - _ -- INv za3.1 1"(OUT E) - --- "CIT�'flP-6UPERTINO" ( ;T-E) �.; M ,�N a N M o Z N 7 olo z ' O ^ INV INV 241.56 21"(OUT-E) �.•\ INV 239.82 21 INV 246.6118" OUT-E h INV 245.991E8 OUT-E O - i- • - -_- _ --- �_- - 0U _ - _ _ -„ o I -_-- - ------ - m LL LL ,n \ \ `r ti"/ r • -- - - _ --4 DIRT � ,_ .%J'L<�.oN / • GIRT • � _ 0 CRETE DRIVEWAY CB TC 243 70 ` 49 x 249. ``-. N 89 58 56"E 58 4' -(J69.83 CONCRETE SIDEWALK ' I INV 240.14 12"(OUT E) COBCRE$SIDEWALK �-. ___ to � � T U 25C / RWL GIRT SSC00 HSBIB GIRT i RWL - x 245.3 7.�, -1 S DISK �o x 25.5 DIRT C x 251.7 - - - 244.7 _ O 5 4. 6. / L - T WITH PUNCH IN N BOX 2 ^ C CB-TC 251.45 o zso.3 0 o-J c o J o 75.5' - - - - - - - - - - ( )) tW OF PL CITY OF COPE Q 25L3 250. m m DI-RIM 244.27 R Q• INV 2465 12 (OUT-N _ INV 240.27 12 OUT-N 9 o0 2 I V FC 246.95 12"(OUT-N) I CONCRETE RAMP U ) O w - W ap INV 240.2512" IN-S of CB-TC 251.46 TjnJ r INV 247.40 12 (I SW)� V�C 250. x..� 2.50.3 250.5 LL�x 245.4 � N INV 247.39 15"(0 T-N) R=20.00' 18" 245.6 w w O 20.1'FC 20.1'FC o cv z4s.3 2a5.a ) Q r D=89°56'29" 250.7 x r (-5.0'FC ) U x 2'.'. .oi :'. ,_]_y 31.40' AC PAVEMENT L5. w a KEYPLAN x 250,4 x 250.2 AC PAVEMENT ) t ) v41i x o 0.7'FC AC PAVEMENT x 251.2 _. r > w 2°1 1 sa x 24-��_6 > x 14 81 245.4 ' Date No. Description SITE DIRT��4 DIRT r DIRT - ACCESS x <1i3 1 1/03/18 Entitlements Submittal 1 246.5 76.8'BL 243.5 26 � 8 x za9.7 d aaaaa 3/23/18 Entitlements Submittal 2 6/20/18 Entitlements Submittal 3 x 25a.3 j 3 1 CON, • ( 250.2 41 V, -J x 46.5 �0 24 Z 3 249.6 �GK OOG N N I I x D 8"PIPE THROUGH WALL x 243.5 N^ n 0 0 x 25. \ x 247.2 �� x 246J 246.4 L Q a RWL 8. RWL • F x 244.4 W x 251.8 1 250.2 / x 251.6 249.7 • ` 246.30 SSCO .. DI-RIM 249.10 INV 240.30(PP) ..., h > INV 247.37 12 IN-S) B INV 247.27 12" OUT-NW) / g�• \\ x 46.5 :%t IT- N 30.00' -30.00' x-a;47.1 L�*yI AC PAVEMENT \.. u °iV DIRT • EV x 246.3 - •6 O v1 ,� 251.5 x "'� \ O PP 0 x 246.6 O _ ....i t°6 W m CC 1 250.3 ( ) , W I43.8 1 AD-RIM 249.38 `x �x 247 2 '�- '" " ::::: - >w INV 247.2312(IN-S) / CpN�R� x 246.4 �� .. Ca ,5 - INV 247.23 12°(OU1-N) 245.9 K,/ Z m U x • :'c.3 x 246..3 W a.: x 251 6 h 8"PIPE THROUGH WALL UE \ - ..... 10 >' - DIRT - GEN x DI-RIM.6712 - - J O 251 8 250.5 Y .- x 250.2 �... INV 241.67 12 WT-NE W _ 0 U 161.6'BL 7. x9 1 u+ c -�, AC PAVEMENT x 246.6 • U m N x 250.2 x 247.5 AC PAVEMENT , Icy x 'd�I 246 8 E I x 251.9 3 1249.3 -- x 246.5 244.4 243.8 III x 250-4 J x 251.7 39 39 O 6'CLF 40 v ENCLOSURE 247 x 7 x 247.5 Q 3 250.6 x 246.7 � w �• 244.2 Z 2 .1 z 250. �_ 4 x x 247.6 x 246.6 24,.4 0 �o•- 250.E - J 1 / N SSCO O 7 SSCO Q ❑ x 252` 250.7 U 25 .4 I � � �� ; Note: The underground locating CONCRETE - company was not able to WALLED DIRT 20 >�-251-8- r ,,, / P Y ENCLOSURE locate the fire service line z4¢a-- �.- i ( 2.- x 250.5 .'�' that services this existing "FIRE PUMP ROOM" x 74 3 x 247.2 �, ... DIRT w building. - �� I 247.0 j� (/ �1{r x 247.3 �� "• � 7 ��8'L, _ � 250.9 DI-RIM 249.71 - -X� - /� 3 _) 25L4 INV 247.46 12 1P- 47.7 INV 247.41 12"OUT-N) x 24 V -- I x 250.6 LL x 247.2 <O 1 x 252.2 III 250.5 0 1 DIRT METAL CA N RACK(TYP.) ~3 x 247.7 x 247.4 AC PAVEMENT O� `O� x 252.3 x 248. o ,( _ O 10.0'FG DIRT 250.5 n('� x 252.2 ` k-1 x 250.7 2 B"PIPE THROUGH WALL DIRT x 244.4 (1)4"PIPE THROUGH WALL V✓ W �� x 247.6 EB o CONCRETE GUTTER GUTTER CONCRETE 2 �'�`"_� x 42 O a , 251.2 C G .5 4"FS `Si III x 252.7 x 252.5 1 - AC PAVEMENT i x 250,7 x 249.4 W T- --2 DIRT �i• -" � 2522 x x 2525 251.3 250-6 �. M ) (�.w ,-. in x 2 70 - Q k _5 c w w L Z AC PAVEMENT " U J 251.37 Z x 2 . `"L -� THRESHOLD CONCRETEx 260.3 x 241 _ 0 UJ x 2 25 f� 257.5 250.5 N 2s3.2 /� 48 x 5 .9 O DI-RIM.76 12 - jam/ W 83 INV 247.76 12 OUT-N i 5.0'FC z U IC 251.6 r _� 250.4 x 2.4 Un-I I o 1 ❑ Z x 253.2 - Q w 253.4 x 251.2 DIRT CPE6�� x 247.5 ,�` Q Q 3 �� y �� a � I 251.7 P 1111 18 246.8 l J x 2 .5 x �5Z8 1� x 253.3 -� w 1 x 253.2 250.6 / 48.3 O U m o � - 1 0 •` C) 251.3 '^ u J 253.6 251.8 20745 STEVENS CREEK BOULEVARD N i / �j w ONE STORY BUILDING / a / f-I OO O W J 35.1' BUILDING HEIGHT a 246.9 ^I 7 Q ❑ y 252 253. x 253.a v l. zs.e 128,567±SQ.FT. )- \ -'� x 250.E (PER EXTERIOR DIMENSIONS) k N U .Y 253.6 DIRT q, /,. _a / h0.Oh 2 { V) O �ortn �� Z Z_ Q1w m x =m DIRT � 24 .6 �v J I x 251.6 4 ,/� 45.3 Z 1 x 25A'9.5 1 1 L.L W 1 Ii LLJ w_ '-' PARCEL ONE 248.5 d N m 253.6 ELECTRIC BOX 0 20 40 60 1249.2 p�LL (NO TN MARKINGS) PARCEL I U) L.L (A of x 2 DIRT ) 8(2$8 ACRE$ > 5.3 V'^J ~ ~ � Vl J Q a m U Scale 1"=20 ft - 253.6 � � v= 9 9 ,n 248.3 1 2.3'B 523 �� aw Mw 1 .0'BL BW 0 1 �- o o n 246.11 ( x 24 .7 N N 169.T BL P.3' 329' 3' 24 29.8' T 4 N x 253. x 252.2 - § / / / / - - - W 245.60 LIP �� ti9 1 ti I I 1.I N 251.25 SSCO R GUTTER _ 246 02 TC - � CO 45.39 FL v� F WL n �:......... .............................. ..1.................................................2•... ...1 1• P s✓ (� x 2J`1.4 � 103'.� 10.3' °Di............................ 16 FL 1 ...... ..... .. .. .. .. CO(P) PLANTER DIRT O°t3 "S•0' I 245.74 LP �I • - 1 ® 251.32 SD 4 SD 251.23 SSCO CONCRETE SIDEWALK PLANTER [, PLANTER PLANTER CONCRETE 25 251 249.8 M 54.3 BW 1 245.65 FL LIP SS In 5 ,, 1 o x GREAS INTERCEPTOR. 25 x 251.4 242.8 BO�TO GREASE INTERCEPTOR 6 I I I o v t 2s1.z 251.z 251 �. za9. 2.6'FC �i x 252.3 :, N24679 4 ((IN-W)) x 251.2 } a 25 1 O CONCRETE J tr o W ,{ I H DIRT `... 'x'245.84 TO BOTTOM SIGN • • EB 250. - -. ) "�.- 1�4~�1t16� 1 24576 BR I Z x 53. VV i N 24 7 W 6W 245.67 FL ' 251.4 x 250.87 SSCO q MATC H LI I 1o.r Fc 253 2 5,.35 ( ) = SS SS r- --I � - MAT E I CL 3 x 251.6 GREASE INTERCEPTOR 251.3 FLUSH CURB x 250.5 3 L N 242.7 TO BOTTOM CONCRETE BALL BOLLARD TYP. 1, x 2526 2 1. x `.....' CoU o moo x 252.9 AC PAVEMENT x 25t2 x 250.6 m ED 248.38 SSCO A SITE + x 250.8 2 .9 x LL I I f�AC PAVEMENT C246 w U 1 T 0 3 2 3 zso.8 x 250 6 Project Number SEE SHEE I 3 x 252.4 "� H 249.5 C6x 248.5 p SEE H SITE � 1 AC PAVEMENT 251.5 AC PAVEMENT x 25Q2 2hi 248.3 x ACCESS x 250.7 250.3 6 ap 246.5,C oU I o x 253.3 0 l c I I zassl rc DATE APRIL,2016 x 250.8 1-1 4°GAS x 3 x 252.7 � a.65 FL Proto: Version: Confi OJ x 250.6 x 25Q3 AC PAVEMENT G245.97 LIP SCALE 1"=20' 9• -1 x 253.5 x 252.4 x 251.8 C1C o rl z .7 �` N 89°55'27"E 158.1Ox (158.00) FND 2-1/2"BRASSi I DESIGNER JRV o 09 2 8 sG6 x 250.7 x 250.6 x 25C.4 y5M1 �.� -248.5 1x 248DISI .,.� Designed By J. Kirby �' 7'E 80.00' ,� - - - - -- IN M N BOX 24s.os BR DRAFTER CJ AC PAVEMENT x 249.7 245.98 FL p I I O RAMP x 25 .S DIRT / 246.61W 246. I Checked B l E246.10 FL I DIRT „^; x 252.E � x 251. " 250.7 � _ � 246.7 GRN x z 3 � JOB A16056 y M. Johnson n m / W th 1 20" METAL CART RETU K TYP. x'" - x 249,4 - i 248.10 LIP/ I SHEET � I -'' x s - I U z49.3 �, Izs3.s )"� x 250.3 2so. 11.5'FC F n r I15" I I OF 3 SHE EXISTING CONDITIONS ■ LEGEND CUPERTINO REQUIREMENTS RIGHT OF WAY & PROPERTY LINE MINIMUM OF 10% OF ANY PARKING LOT AREA SHALL BE LANDSCAPED. N CENTERLINE MINIMUM PLANTER DIMENSION 4' WIDTH/LENGTH OR 25 SF. --------- --- -- ALVES DRIVE LIMIT OF WORK MINIMUM OF 4' WIDE PLANTING STRIP BETWEEN ROWS OF PARKING.(A PUBLIC STREET) - - MINIMUM OF 4' WIDE PLANTING STRIP BETWEEN BUILDING OR WALKS AND TARGET® S° S° s° R W S°' EX. DRIVEWAY SD PARKING ROWS. / 24 6 -------- SAWCUT LINE 1000 NICOLLET MALL $ $ �� --- ------- ------ -- _----- — --- MINNEAPOLIS, MN 55403 27 --- - PERIMETER - MINIMUM OF 6' WIDE ISLANDS BETWEEN EVERY 6 SPACES. CONCRETE SIDEWALK --_=- -_--- ----� - - - - - - - - - - -..- . .. . . .. - �- - PERIMETER - MINIMUM OF 3 LANDSCAPE BUFFER WITHIN LOT LINE. -------- - ASPHALT PAVEMENT PERIMETER - AT ROW 3' LANDSCAPE BUFFER AND 3' HIGH SCREEN 21 I WALL/FENCE/PLANTING. IF PLANTING MUST REACH 2 HEIGHT WITHIN 18 • a I I 4 � CONCRETE PAVERS MONTHS. �� Kimle ) Horn TYP. 5 ___ �- ____ �I °� STEVENS CREEK BLVD. - MINIMUM 10' WIDE CURBSIDE PLANTING STRIP AND ______ o - - °°` TRUNCATED DOMES 6' SIDEWALK AND MINIMUM OF BACK OF WALK PLANTING STRIP MINIMUM OF � 100 WEST SAN FERNANDO STREET, 10' SUITE 250 LANDSCAPE SAN JOSE,CA 95113 • '�4A ADJACENT TO RESIDENTIAL PROPERTIES - MINIMUM 5' PLANTING AREA I TYP. 6 I TYP. L BIORETENTION AREA ADJACENT TO FENCE (MIN. 6' - MAX 8') OR WALL WITH EVERGREEN TREES AT 25' O.C. 29 17 \ 12 \ ENHANCED PAVING SEPARATION OF PARKING FROM BUILDING - MINIMUM 3' WIDE PLANTING AND MINIMUM OF 5 WIDE SIDEWALK. 33 ® HEAT ISLAND REDUCTION - AT LEAST 50% OF NON PLANTED AREA IS TO G - BE SHADED. IF BY TREES, WITHIN 15 YEARS OF GROWTH. 10 START I -� MINIMUM OF 100 OF PARKING LOT AREA IS TO BE PLANTING. 4A � 35 4 KEYPLAN P. _ KEY NOTES MINIMUM OF 2.5% OF GROSS FLOOR AREA TO COMMON OPEN SPACE. 34 ONE TREE PER EVERY 5 PARKING STALLS. Date No. Description w Q C 5 TYP. 1 O EXISTING PEDESTRIAN CONNECTION TO PUBLIC RIGHT-OF-WAY. 1/03/18 Entitlements Submittal 1 TYP. 21 I W _ REMOVE EXISTING MONUMENT SIGN AND REPLACE WITH UPDATED 3/23/18 EntitlementsSubmittal2 GRAPHICS. 6/20/18 Entitlements Submittal 3 4 4A TYP. - - I 29 j 17 I / O3 PROPOSED REMOVABLE BOLLARDS. PARKING TABLE - PARCEL 8.58R ACRES I O4 CLEAN AND RESTRIPE EXISTING ASPHALT PARKING LOT. EXISTING REQUIRED PROVIDED CONFIGURATION OF PARKING STALLS TO MATCH EXISTING. ID I 4A 30 i 20745 STEVENS CREEK BLVD �: : I REGULAR 517 472 453 R/W TYP. I I I 4A CLEAN AND RESTRIPE EXISTING ASPHALT PARKING LOT. I (2) 26 : . I � --• PROPOSED CONFIGURATION OF PARKING STALLS AS SHOWN. 11 TOTAL 13 TOTAL I TY 5 29 P. I 17 5 PROPOSED CURB. ADA 11 (2 VAN) (2 VAN) I I I O 31 TOTAL 31 TOTAL 8.8 4 I O 0 PROPOSED CONCRETE PAVERS. ELEC. 1 ACCESSIBLE 1 ACCESSIBLE 1 VAN ACCESSIBLE 1 VAN ACCESSIBLE TYP. 31 3 TYP. I I VEHICLE 5 ° 1 AMBULATORY) 1 AMBULATORY) O TOTAL 528 514 507 I I 361 PROPOSED STORE ENTRANCE. � ° ° ° I - TYP. ° I 5 TYP. 24 I TYP. 5 ° 17 / O8 PROPOSED LANDSCAPED ENTRANCE PLAZA. 4.12 PARKING 4.00 PARKING 3.88 PARKING :TYP. 4A 4 RATIO SPACES PER 1,000 SPACES PER 1,000 SPACES PER 1,000 TYP. 21 I 38.0 31 TYP. O9 PROPOSED PEDESTRIAN CONNECTION TO PUBLIC RIGHT-OF-WAY. GSF BUILDING GSF BUILDING GSF BUILDING I Pi 14 I • / DECRETIVE CONCRETE. AREA AREA AREA 27 9 TYP. 17 • I 7 y r-� 10 128,429 GSF COMMERCIAL RETAIL BLDG. w 36 19 (4) ;® f 27 - / O PROPOSED EV CHARGING STALLS (31 TOTAL). © 4 PARKING SPACES PER 1,000 GSF - 514 PARKING SPACES REQUIRED 4A TYP. ® I 6.0' / 11 EXISTING BUS SHELTER AND SIGNAGE. BICYCLE 0 26 (2 LONG2TERM BIKE U _ _ � / / O PARKING SPOTS) tJl� 5 4A ® 8 17 1 I I / / / / 12 EXISTING TRASH COMPACTOR TO REMAIN. OUTDOOR SEATING 28 ® I 18 40 SEATS PROVIDED 17 d w TYP. t� I 15 1 19 (14) 7 24 17 15 17 TYP. 5 I 13 PROPOSED DRIVE UP LANE. 128,429 GSF COMMERCIAL RETAIL BLDG. I 4 ® 1 _ _ _ 18 - I / ® 1 BICYCLE SPACES PER 5,000 GSF = 26 BICYCLE SPACES REQUIRED ® is '�" TYP. PROPOSED ORDER PICKUP ENTRY. �0� 0 11 23 a� °' I 66.0' I 27 10 END 21 ° N N �' QQQ QQ . 5.5 I 1 I 15 PROPOSED DRIVE UP STORE ACCESS. �� G 13 - -___ I 16 PROPOSED GREEN SCREEN. G� N , 32 I TYP. 25 23 23 4 TYP. 5 27 6 9 21 6 g 20 �o I cD I 17 PROPOSED PLANTER (TYP). TYP. I � . . . . . . � TYP. INLJ ' PROPOSED DRIVE-UP BEACON. $� 19 PROPOSED BIKE RACKS. TYP. 4A ® ® � 4A TYP. 20 PROPOSED DRIVEWAY PER CITY OF CURPERTINO STANDARD DETAIL I I I 1-21. o o 10 I �� O I R/W I I I 21 PROPOSED SIDEWALK. I I Q J j ° I TYP. 5 I I I I I U m � I PARCEL 2 I -- - ---' I I I I 22 BIKE REPAIR STATION. w .. _ LO LU 0.820± ACRES O PROPOSED SPHERICAL BOLLARDS. Oz � < 20755 STEVENS CREEK BLVD U PARCEL 3 I I I I 24 PROPOSED WASTE TRIO STATION AND CIGARETTE BUTT URN. O 4 4 0.981 ± ACRES I I I z z O TYP. /� TYP._ O I 20735 STEVENS CREEK BLVD W I 25 TRUNCATED DOMES. w TYP. 6 I � -, a 132 � �// I 26 PROPOSED BIKE LOCKER. LU W 4A 4A Q I I®I 27 PROPOSED ADA RAMP. U L U I 25 I 28 PROPOSED VALLEY GUTTER. N PAVERS TO REMAIN I 29 BIORETENTION AREA III I - - - -- ---- -- - -- ---- ----- �-�-- ----1--- IL 0 IQ ¢ I II 30 PROPOSED CIGARETTE BUTT URN. 9 I i I 27 19 O 8 I I 5 TYP. I I I II 31 PROPOSED BACKLESS BENCH WITH DIVIDERS. 5 TYP. TYP. 5 2 I II I I m II I I 24 36 II I 32 PROPPOSED DRIVEWAY PER CITY OF CUPERTINO STANDARD DETAIL Project Number T-0323 / I _ 22 I 21 TYP. I I PROPOSED TRASH COMPACTOR ENCLOSURE WITH ROOF PER CITY Proto: Version: Config: l 32 TYP. 21 - - - - - - 132 I \ 33 OF CUPERTINO MUNICIPAL CODE. Designed By J. Kirby r 34 PROPOSED ELECTRICAL GENERATOR WITH ENCLOSURE. Checked By M. Johnson ;. - - - - 7 PROPOSED MECHANICAL YARD WITH ENCLOSURE. 26.0' TYP. 6 11 31 TYP. 26.0' - 6 TYP. R/W g — STEVENS CREEI7BOULEVARD 36 PROPOSED SCULPTURED BENCH, SEE ARTIST PLANS FOR DETAILS. SITE PLAN (A PUBLIC STREET) — — — NORTH — — — — — — — — — — — — — — — GENERAL NOTES — --- ----- -- ------- -- -- X X -- P° ------- 1. A PHOTOMETRIC STUDY WILL BE PROVIDED AS PART OF THE 0= - _ - BUILDING PERMIT SUBMISSION IN COMPLIANCE WITH CMC 19.60 GRAPHIC SCALE IN FEET LIGHTING STANDARDS. 0 20 40 80 LEGEND - STREET CENTERLINE - - - PROPERTY LINE � i o oAl I d�11q: _ _ dOIS a - - - - - - - - - a �_ EASEMENT LINE L -- --- --- ----- ------ EXISTING POINT OF CIVIL LIMIT OF WORK LINE _� ALVES DRIVE ° CONNECTION TO CITY STORM ° DMA BOUNDARY LINE ° -FO Fo _ _ DRAIN-SYSTEM TO REMAIN. Fo _ 250.51 FS so so 3 so - - FLOW LINE TAR ET® MATCH EX. \ 1000 NICOLLET MALL -----_ ------ -_ - -------- -- _-- ---�_ I PROPOSED 6 STORM DRAIN LINE MINNEAPOLIS, MN 55403 - _ - - - - - - _ _-s_ _ _:_ _-�w_--- - c�� EXIST NG STORM DRAIN III a _ I - - I - - EXISTING 12 STORM DRAIN LINE INLET TO REMAIN - e 11711 II II II IIII I --- _____'____ --__ \\ (TG: 244.27) \ / R RIDGE LINE EXISTING POINT OF I I I SURFACE FLOW DIRECTION ■ STOP I CONNECTION TO CITY STORM � I III � II � I � � � I �� a DRAIN SYSTEM TO REMAIN. - U IJ Kimle > Horn y (251.30 FFE) I I \ \ STORM DRAIN FLOW DIRECTION 251.28 FS r=- ------- i I I � �-, � I MATCH EX. I 100 WEST SAN FERNANDO STREET, II 11 \ ®4 a Z, STANDARD DUTY CONCRETE PAVEMENT SUITE 250 DMA 3 - I �I� I Q SAN JOSE, CA 95113 Hi � I EXISTING STORM DRAIN I I 251.43 FS I I INLET TO REMAIN MATCH EX. --(TG: 249.09) ' - J \I L p STANDARD DUTY ASPHALT PAVEMENT PROPOSED RELOCATION OF O 3 OVERFLOW INLET ° DECORATIVE PAVERS I I I # 4 I ° 251.73 FS 4 I �- MATCH EX. I I LANDSCAPE AREA (249.52 FL) EXISTING STORM DRAIN EXISTING STORM DRAIN r INLET TO BE RELOCATED I I INLET TO REMAIN KEYPLAN TG: 249.40 -,;,-,\,-,\,-,\,-,\,-,;,-,;,_- BIORETENTION AREA Date No. Descri tion - I I p 3 PR P R TI F EXISTING STORM DRAIN INLET 3 0 OSED ELOCA ON 0 O � �- � I / 1/03/18 Entitlements Submittal 1 OVERFLOW INLET \ 6 _ _ _ _ _ _ � I 3/23/18 Entitlements Submittal 2 BMP #2 6/20/18 Entitlements Submittal 3 I 4 4 s ,>;�.;.•.; I � ' c- PROPERTY LINE - PROPOSED STORM DRAIN INLET. INLET TO BE MARKED WITH NO DUMPING FLOWS TO BAY" I 249.77 FL EXISTING STORM DRAIN 252.09 FS I \I MATCH EX. I DMA 2 ( / / / // 342.00 FS PROPOSED SPOT ELEVATION INLET TO BE RELOCATED (251.30 FFE) 1 (TG: 249.88) I ••• I I 342.50 TC) \ I o EXISTING SPOT ELEVATION _(250.15 FL) PROPOSED RELOCATION OF O i \ I - (342.00 FS) BMP #1 OVERFLOW INLET 4 �`• I � I I / / I 251.26 FS - I ; / GRADING DRAINAGE NOTES [ MATCH EX. 6 1 1 1 250.09 FS 252.54 FS MATCH EX I 7 EXISTING STORM DRAIN C I MATCH EX. I �' N I I 253.17 FS -4"' 1 0 INLET TO BE RELOCATED ; ;• Il r% I j l I� / O1 CURB AND GUTTER - (TG: 249.83) ' I� I .6 / 2 I 6 d 251.71 FS / O VALLEY GUTTER MATCH EX. � 251.30 DOORV Q 250.26 FS :�:::; I I O 6" PVC STORM DRAIN PIPE Q :Ix- 4 2.0 WIDE CURB CUTS AT BASIN INLETS 1 ; O ® 251.30 DOOR b ' ? o 253.42 FS 251.30 DOOR j I I �5 OVERFLOW INLET FOR 100-YEAR STORM - I 253.50 FS BIORETENTION AREA Q I 5.0% ® 1.8% .K: \ -�� O MATCH EXISTING PAVEMENT ELEVATION DMA 1 ® 250.80� FS 250.48 FS . . � / I I '® f �, z / � GENERAL NOTES 252.76 FS (251.30 FFE) - o / 251.30 DOOR 251.30 DOOR 251.30 DOOR I I / MATCH EX. I ® I II_ 248.77 FS 1. ALL STORM DRAIN INLETS ARE TO BE FITTED WITH FULL TRASH _ L_ ® 'd •• j I / CAPTURE DEVICES THAT MEET THE CALIFORNIA WATER BOARD'S - 253.58 FS FULL CAPTURE SYSTEM DEFINITION AND ARE CERTIFIED FOR �� G� o 0 0 ° o �� 245.94 FS =MATCH EX. I ® o QQQ . �QQ . r � i MATCH EX. INSTALLATION BY THE STATE WATER BOARD EXECUTIVE DIRECTOR. �O I 00 I I J 2. ALL STORM DRAIN INLETS, PROPOSED AND EXISTING TO REMAIN, 0 , MUST BE CLEARLY MARKED WITH "NO DUMPING FLOWS TO BAY". GQ`" 252.78 FS I = -_--- 2 250.92 FS 250.18 FS 249.51 FS O I 'MATCH EX. I i I � I 251.04 FS _ "' MATCH EX. MATCH EX. i 247.92 FS o MATCH EX. , w o STORMWATER TREATMENT SIZING SUMMARY to I 2 250. 1 R IRED PROVIDED 25 I I I 50 76 FS I - EQU . .... . . .. . . . i I � � I .•• •.. . . °_/ _ �� ___ � � � 246.23 Fs I TOTAL TOTAL TREATMENT (4% BIORETENTION MATCH X. TOTAL AREA IMPERVIOUS PERVIOUS 253.23 Fs I � `v i ® I_- 249.98 FS= I ;\�� I I AREA AREA OF IMPERVIOUS TREATMENT MATCH EX. 1 250.47 FS EXIISTING STORM DRAIN AREA) AREA �� INLET TO REMAIN I / I I 0 a I TG: 248.86 i I EXISTING CONDITIONS ( ) >� I �� I I I Q J OF IMPROVEMENT 43,700 SF 33,400 SF 10,300 SF -- -- Im I� \ 250.70 IFS _ - _�; I I AREA U Y o �' \ �I I I I LO PROPOSED (3 Q w w CONDITIONS OF 43,700 SF 32,000 SF 11,700 SF 1,280 SF 1,420 SF z Q IMPROVEMENT AREA - U U EXISTING STORM DRAIN SD I - U) O INLET TO REMAIN I o Z Z (TG: 248.29) I LLJ I PROPOSED STORMWATER TREATMENT SUMMARY W > fr 253.71 FS \ > UJ w MATCH EX. ; \ -� \ j ALTERNATIVE COMPLIANCE \ I cn TOTAL U v \ I I TOTAL AREA IMPERVIOUS TOTAL PROVIDED * TREATMENT ~o 254.32 FS MATCH Ex. � � � � v � � � LLJ �5 � � AREA PERVIOUS AREA TREATMENT TYPE c� �® I I � II � 252.74 FS \ ________I_ I z BIORETENTION - - - - - ----�---_ - --- -- ---_--- -- ----I DMA 1 24,600 SF 3,000 SF 21,600 SF 550 SF Q I (BMP #1) BIORETENTION DMA 2 14,100 SF 1,400 SF 12,700 SF 435 SF a I I 252.95 FS \I I ,I I . (BMP #2) I I , Project Number 0323 255.53 FS I �\,n nn I I BIORETENTION 1 I� u �\ I �i` o DMA 3 34,000 SF 3,650 SF 30,350 SF 435 SF MATCH EX. 253.99 FS _ 253.55 FS 1 (BMP #3) Proto: version: Contig: Designed BY TOTAL hecked - 72,700 SF 8,050 64,650 SF 1,420 SF Y M. hn n J Ki rby ----------- _ Jo so c B • fo - - *DMA'S 1-3 TREATMENT AREAS ARE LESS THAN 4% OF THEIR TRIBUTARY AREA. WE ARE PROPOSING TO ONLY TREAT WHAT IS REQUIRED --- -- -- - -- - _ T PRELIMINARY 1 - - - - 254.67 FS - - - 253.35 FS� 251.57 FS 251.14 FS - 249.68 FS FOR OUR SITE AND THE ADDITIONAL FLOW FROM DMA S 1-3 WILL BE SENT TO AN OVERFLOW INLET WITHIN THE BIORETENTION AREA. - - - MATCH EX. MATCH EX. MATCH EX. . MATCH EX. - MATCH EX. EXISTING POINT OF SITE STORM DRAIN INLETS WCP, GRADING CONN- - - - - -STEVENS CREEK BOULEVARD - DRA NE SYSTEM OT01 REMAIN. TY ORM _ _ - = NORTH DRAINAGE PLAN - TOTAL EXISTING EXISTING INLETS TO EXISTING INLETS TO TOTAL PROPOSED ° � ��' GRAPHIC SCALE IN FEET INLETS BE RELOCATED REMAIN INLETS INLETS TOTAL INLETS 0 20 40 80 - - - - - - - - - - - - - - - - - - - - - - - - - - 8 3 5 5 10 2 3 PROJECT: Target PROJECT: Target 20745 Stevens Creek Blvd 20745 Stevens Creek Blvd Cupertino, CA 95014 Cupertino, CA 95014 TARGET® Consulting Arborist Amended Report The Target at the Cupertino store, located at 20745 Stevens Creek Blvd., Cupertino, CA, � � 'pA16 A33UO SN3N31S Srt02 M:¢a � 1000 NICOLLET MALL is scheduled for improvements and requires tree removals. Ruben Green from O 3ei i o� vo or1183ano -= Wag r MINNEAPOLIS, MN 55403 Evergreen Arborists Consultants was asked to perform a site inspection and prepare an O i E arborist report. In preparation of this report, Kimley-Horn provided a survey of 47 �= Prepared for: numbered trees that are shown on the initial Tree Disposition Plan TD1 .1, attached. 1 - Matthew J. Morgan, PLA, ASLA g ■ surveyed the 47 trees located in the Target parking lot planters on February 17, 2018. * Horn Landsca e Architecture Klml�j p The tree inventory provides the species, condition, trunk diameter, approximate canopy .�[;€ ,i _l.l(el; ,s a I a E,.,is j e d € € e ' s €;; €_ _ rrj,€== I� anti €: I ia€ €3 €i€ids E €€7K s=iEE€i kig¢5 Kimley-Horn width and height, and a photo of each tree from the site. Each tree photo has the tree =:K:K=:=,�� , ,_ > K K K, K•.•.-.. K•,;;K:K;K:i K i� 31�3X1i y1z z a j_K_. zii S,z . zxi S z9z z a 1S1 i z I ? i'' z z z a1.z 1 � Slatz i i `a'P fj3 [°aj 401 B Street Suite 600 number that correspond to the numbered trees on the L1.3 plan. I also downloaded an i@l ay k ; . p ; g = - r , rl F x ,s' 100 WEST SAN FERNANDO STREET, San Diego CA, 921 Ol aerial image of the property and depict locations of the numbered trees. ;: s `'� SUITE 250 Direct: 619.272.7192 a �u€; SAN JOSE,CA 95113 w Of the 47 trees, one tree was removed and only the stump remained. Many of the y x s�#s2. i° ° 'i= ; j , € ; _ ; _ ; ' ' i = tt r : ` ; =19;q' trees had numbered galvanized tags nailed to the tree trunks which are referenced in _ i i , , , , , , , , , , , , j , r = , a is PROJECT: wjs ; , iiisti + tS3+ El5i � # la sf + ts` i3 ! . ' t 'tE ofla$i Target my spreadsheet. I assign a condition rating to each tree baased on the following: w s i F 4ii�e q+ 20745 Stevens Creek Blvd Very good A healthy vigourous tree, reasonably free of signs and symptoms of Cupertino, CA 95014 disease; good structure and form typical of the species. �> _R N � I Prepared by: Good Tree with slight decline in vigor, small amount of twig dieback, thinning of 1T ,.I , -- -- Evergreen Arborists Consultants, Inc. crown, poor leaf color, minor trunk damage; moderate structural defects I,.1 �5143 Poston Drive that might be mitigated with regualr care. �, r: , KEYPLAN San Jose, CA 95136 0 1_'�_ , Date No. Description 650.644.61 15 Fair Tree in decline, epicormic growth, extensive dieback of medium to large , L ----- p branches; significant structural defects that cannot be abated. °�Irl,l _ May 8, 2018 - � Poor Tree in severe decline, dieback of scaffold branches and/or trunk; most of I j foliage from epicormics; extensive structural defects that cannot be ;° I abated. €' I �I Dead Tree must be removed. Ever reeN I ARBORIST CONSULTANTS iiinu df j��.l,l �'- � �'� �� i�.�t'�� l�ll �r The survey shows one dead alder (tree #1), which should be removed to prevent n„� EE:: potential damage to persons or property. One evergreen pear (tree #18) is in poor t� 1', IT potential , H1111f1JI1f11[111It condition and one maple (tree #31) is in fair condition; both should be removed. The remaining trees are in good condition. Tree Disposition Plan L1.3 4 5 6 PROJECT: Target PROJECT: Target PROJECT: Target 20745 Stevens Creek Blvd 20745 Stevens Creek Blvd 20745 Stevens Creek Blvd A` Cupertino, CA 95014 Cupertino, CA 95014 Cupertino, CA 95014 !0��0`v ,- Tree# Tree# ��'� on site -Height- -Canopy Width- Aluminum on site -Height- -Canopy Width- Aluminum 0 j • fr�r t' u M �?� plan Species-Common Name Condition feet feet -DBH-inches tree tag# plan Species-Common Name Condition feet feet -DBH- inches tree tag# CJ Q Q Q Q 1 Alder Dead 20 20x20 12 13 45 Silk floss Good 22 20x20 22 NA V112 2 Silk floss Good 20 20x20 12 NA I 46 Jacaranda Good 20 30x30 20 NA A ., 9'' 1011m — 3 Jacaranda Good 27 28x30 14 61 47 Flowering Cherry Good 6 10x10 6 NA 4 Maple Good 10 lox 10 4/5/4/4 81 1 5 Bradford pear Good 25 20x24 11 79 6 Bradford pear Good 25 32x30 13 78 0,13 7 Bradford pear Good 19 20x16 6 77 Q14 I 044 n 8 Bradford pear Good 25 24x26 13 76 O 43 �16 9 Bradford pear Good 16 14x16 7 68 0 17:, 16 LU 10 Bradford ear Good 13 10x12 5 69 Q gO p18 42 p J !' Q2 ,20 ! 11 Bradford pear Good 16 16x14 10 70 � - 0.20 Qi41 12 Bradford pear Good 19 16x14 9 71 Y O 5 D,,22 V otk 13 Evergreen pear Good 16 14x16 5 143 LL.I LID Q23 ' ' 14 Evergreen pear Good 17 10x12 5 141 0 w CA (5 L - di. r;b-. Q Qi �24-25 35 37 3�� '' ` 15 Bradford pear Good 20 10x12 4 140 Z � Q 0 v Q Q Q —Q3Q0 CQ a 16 Bradford pear Good 13 6x4 2 139 U O 728 3 b 38 \ 17 Bradford pear Good 21 14x16 4 137 n/ T �,, L.L z z Q 0 Q .Q 'Q \ - 18 Evergreen pear Poor 14 18x14 4 136 W — 03132 .. 4 �w 19 Evergreen pear Good 22 18x22 8 135 W cm ' ly L -: , a :► I 20 Evergreen pear Good 21 12x16 6 134 W W .. 21 Evergreen pear Good 21 16x16 7 133 F isn� D..+ .` e 22 Evergreen pear Good 16 12x14 6 132 ( , `J 23 Evergreen pear Good 14 24x12 6 131 v rero T ! s--_ �. i • 24 Evergreen pear Good 13 20x12 4 130 O 25 Evergreen pear Good 15 24x12 5 129 N 14 7L 26 Maple Good 7 12x10 4/3/4/4/3 80 � -� �,.�,• • 27 Crape myrtle Good 10 6x8 6 128 28 Crape myrtle Good 14 12x12 6 127 �� 29 Maple Good 11 12x16 3/3/3/3 95 30 Maple Good 10 24x16 4/3/4 96 31 Maple Fair 6 10x12 3/2/4/3 97 Aerial image of the property showing the locations of the trees. 32 Maple Good 5 8x10 2/2/3/3 98 Project Number T-0323 33 Maple Good 6 2x2 1 NA Proto: Version: Config: 34 Maple Good 6 12x10 4/3/2/3 109 an Drawn By M. Morgan 35 Crape myrtle Good 14 12x16 4/3/2/3 126 g 36 Crape myrtle Good 14 10x8 4 125 Checked By R. Kopff 37 Crape myrtle Good 17 16x16 5 124 38 Crape myrtle Good 16 18x20 5 123 39 Stump only NA ARBORIST 40 Crape myrtle Good 12 16x14 3/2/3/3 NA 41 Crape myrtle Good 11 2422 3/2/2/3/3 NA REPORT 42 Crape myrtle Good 12 12x16 4/2/3/3 NA 43 Crape myrtle Good 11 8x12 3/3/3 NA 44 Crape myrtle Good 11 8x14 3/3/3 NA •0 WEST SAN FERNANDO SUITE 250 ' ,V- r. ��✓ `, •'• ��_ _ IIit�11H�11\\V ` •«v.- w.' �� s�. - _ �/ t' •- '� - - 'Pt.�L'� t fn,/,// ��_. .r•�y. t.. ��,.+1'>. .•ar41*1 t / / e' ! ..g'1'.I. �• y/ ►�'Vt'., ',� �. 1 Sa Am �, � - � + ' V �i �� .cam' �y� t ;,, , y. e�.r•+i ,I � `�'� ,', r'',,�� •.,'1 ' yh s �i��' w a�-2�", .. r.�j- ;tea �_ • 1 1 Y> �• Re �, s..�,,e4 V /a��'. ,,;1. 4�� •` 11 f� �'• _ �� y�'% _ fin*` .. LnC, Y. it Z 14... f ti.' � F�r ?t +7y,• r s r r gip•. _ A �.r i . .�� .•,,. �f. �� 'C'-". f r.� • �_,�.'' i - ... �' 011 LO y pfi t ,, /•'fr, J �, •'�I 3' .:,, .. .-mow :•,y�`I�t _- . .'may t Y_,- - - : V Co 0 Egg- �, W �z LU UJ U) Project . T-0323 Drawn By M. Morgan Checked By •• 13 PROJECT. Target 20745 Stevens Creek Blvd Cupertino, CA 95014 TARGET® Qualifications 1000 NICOLLET MALL MINNEAPOLIS, MN 55403 Ruben Green, president of Evergreen Arborists Consultants, Inc. has more than 33 years of experience in the landscape industry. His background includes hands-on experience in tree care, landscape maintenance, construction, and irrigation management. He has a Master's degree in plant science from California State Polytechnic University,Pomona. He has provided detailed investigations, independent analysis and expert Kimley))) Horn witness testimonysince 2003. He is a member of the American Society of Consulting 11 12 Y g PROJECT. Target PROJECT. Target Arborists (ASCA), a certified arborist and a certified tree risk assessor (TRAQ) with the 20745 Stevens Creek Blvd 20745 Stevens Creek Blvd International Societyof Arboriculture ISA , licensed pesticide applicator QAL with the 100 WEST SAN FER250 STREET, ( ) p pp ( ) SUITE 250 Cupertino, CA 95014 Cupertino, CA 95014 state of California, and a (C-27) licensed California contractor. SAN JOSE,CA 95113 Assumptions and Limitations My field methods were evaluated with a 100 percent ground visual survey. No climbing, excavating, coring, boring, or drilling was performed. Trees that require 40 additional inspection for risk and hazard evaluation will be billed under a separate 47 proposal. Evergreen Arborists Consultants, Inc., and/or Ruben M. Green, or its employees, or • 3� ` s; �, "��' i 1 related companies, makes no guaranties, express or implied to the health, risk, hazard, condition, potential for failure or future condition of the trees. Site inspections are KEYPLAN limited to the date and time inspections occur. All inspections are visual ground inspections and are not considered as a thorough risk inspection. No root collar Date No. Description .L- excavation was performed. ' Additional inspections) require a separate agreement between both parties in writing. " Evergreen Arborists Consultants, Inc., and/or Ruben M. Green, or its employees shall not t -' be liable to client/owner or any other party(s) for loss of property, loss of life, loss of use, ,� 4 loss of profits or income(s), special damages, incidental damages, consequential 4 1b ` 4,F44 % damages, or damages arising from the failure of inspection(s) or weather conditions. .'° The client shall hold this arborist harmless against any and all claims for injuries to ` persons or property on the premises. Trees can be managed, but they cannot be controlled. To live near a tree is to accept some degree of risk. The only way to eliminate all risks is to eliminate all trees. J tit p!. a aia f d AJ}+y ,r+a. T A s• �G\ G� 0 J U m � Y O w o 0' z v0 O Z z W > ~ Ww D U Lr) � ti 0 N Project Number T-0323 Proto: Version: Config: Drawn By M. Morgan Checked By R. Kopff ARBORIST REPORT ■ Owe � � � ° �•� • I w PLANT SCHEDULE w � I a ' dOIS w Q d015 la' U dOl` I a '� a TREES CODE CQTY BOTANICAL NAME / COMMON NAME CONT I I v — ALV DRIVE ® XR 43 EXISTING TREE / TO BE REPLACED — EXISTING TREE IN CONFLICT WITH (A PUBLIC_STREET) _ _ _ _ _ _ _ _ PROPOSED ARCHITECTURAL, CIVIL TARGET SD SD SD SD ® SD SD OR PEDESTRIAN IMPROVEMENTS, OR DETERMINED TO BE 1000 N ICOLLET MALL —' ------------------- IN—DECLINE OR DEAD. REFER TO MINNEAPOLIS, MN 55403 — — — — — —_ TREE MITIGATION TABLE FOR MORE �— �— INFORMATION. SEE PLANTING PLAN i II I I --------------------------------------------------- FOR LOCATION OF 1 TREES 9 THROUGH 12 WERE ° I < I ° ° ° ° � ORIGINALLY TAGGED FOR ° 1A TREE CORRESPONDING REPLACEMENT a Sl� I I REMOVAL, BUT SHALL ° � Kimley))) Horn REMAIN. PROTECT IN PLACE. o TREE DISPOSITION TABLE I I " 10 11 12 I° TREE NUMBER SCIENTIFIC NAME COMMON NAME DBH OVERALL REMARKS//CONDITION 100 WEST SAN FERNANDO STREET, HEIGHT/SPREAD/BTH SUITE 250 i u 1 Anus rhom bifolia White Alder 12" 20'/20' Remove and replace-Dead SAN JOSE,CA 95113 I 0 Remove and replace-In conflictwith I I i � L 2 Ceiba speciosa Floss Silk Tree 12" 20'/20' proposed ped improvements Remove and replace-In conflictwith O o 3 Jacaranda mimosifolia Jacaranda 14" 27'/28' proposed civil improvements tAo ° 4"ea. Remove and replace-In conflict with T_ 4 Acerpalmatum Japanese Maple Trunk 101/10, proposed civil improvements Remove and replace-In conflictwith / ° 5 Pyrus calleriana Flowering Pear 11" 25'/20' proposed civil improvements 1 m 0 Remove and replace-In conflictwith I 0 6 Pyrus calleriana Flowering Pear 13" 25'/30' proposed civil improvements Remove and replace-In conflictwith ` I I ° p 7 Pyrus calleriana Flowering Pear 6" 19'/16' proposed civil improvements KEYPLAN I I I ° 8 Remove and replace-In conflictwith q Pyrus calleriana Flowering Pear 13" 25'/24' proposed civil improvements ° 0 Tree to remain, protect in place-Curb Date No. Description ° 0 9 Pyrus calleriana Flowering Pear 7" 16'/14' shall be reconstructed to save tree 13 u 0 Tree to remain,protect in place-Curb 1 ——— /�0 10 Pyrus calleriana Flowering Pear 5" 13'/10' shall be reconstructed to save tree O i ° Tree to remain,protect in place-Curb I ,• °� O ::�•'�'�' °' _- � 11 Pyrus calleriana Flowering Pear 10" 16'/14' shall be reconstructed to save tree I I I I 0., 0 O o 1 ;:' ::;: I ° - Tree to remain, protect in place-Curb L2 I O� ° O o O 4 44 I ° ° 12 Pyrus calleriana Flowering Pear 9" 19'/14' shall be reconstructed to save tree 0 ° Remove and replace-In conflictwith 0 0 ° :_ :.:_:.:_ O sD I O I 13 Pyrus kawakam ii Evergreen Pear 5" 19'/14' proposed civil im provem ents Cl HO O 1 0 ° O Remove and replace-In conflictwith 0 14 Pyrus kawakam ii Evergreen Pear 5" 17'/10' proposed civil improvements O ° O I O Remove and replace-In conflictwith ° 0 ° 0 ° I ° ° 0 15 Pyrus calleriana Flowering Pear 4" 20'/10' proposed civil improvements 0 16 I ° 0 o Remove and replace-In conflictwith 16 Pyrus calleriana Flowering Pear 2" 13'/4' proposed civil improvements 01 O O I / Remove and replace-In conflictwith I , I O O 0 17 I I o 0 / 17 Pyrus calleriana Flowering Pear 4" 12'/6' proposed civil improvements o i O ° Remove and replace-Poor health and in 0 I 0 / 18 Pyrus kawakam ii Evergreen Pear 4" 21'/14' conflictwith proposed civil improvements 1 O Remove and replace-In conflictwith 7' 0 1 L—— __ o o / 19 Pyrus kawakam ii Evergreen Pear 8" 22'/18' proposed civil im provem ents I Remove and replace-In conflictwith 20 41 o O 20 Pyrus kawakam ii Evergreen Pear 6" 21'/12' proposed civil im provements 1 - -- ° 2 ° / / Remove and replace-In conflictwith I v ® 0 O / 21 Pyrus kawakam ii Evergreen Pear 7" 21'/16' proposed civil im provem ents ° 0 / Remove and replace-In conflictwith 0 / 22 Pyrus kawakam ii Evergreen Pear 6" 16'/12' proposed civil improvements ® O 1 ° ® Remove and replace-In conflictwith U ° 0 2 1 0 — O 23 Pyrus kawakamii Evergreen Pear 6" 14'/12' proposed civil im provem ents ll 0 ;® ° 2 I i° ° / / / Remove and replace-In conflict with o ;® ° I 1 01 0 / / 24 Pyrus kawakam ii Evergreen Pear 4" 13'/12' proposed civil improvements Q 0 0 2 I 1 0 01 0 Remove and replace-In conflictwith 5 1 / 25 Pyrus kawakam ii Evergreen Pear 5" 15'/12' proposed civil improvements —I �1�\ O / 4"ea. Remove and replace-In conflictwith n w` o ® 26 Acer palmatum Japanese Maple Trunk 7'/10' proposed civil improvements �0 ��Q Remove and replace-In conflictwith '� 1 2 o QQ QQ �QQ 27 Lagerstroemia indica Crape Myrtle 6" 10'/6' proposed civil improvements 7 2 s s 3 I I a Remove and replace-In conflictwith 5 - ——————— — — — — — — — — — — — —— _ __ I 28 Lagerstroemia indica Crape Myrtle 6" 14'/12' proposed civil im provements OP 3"ea. Remove and replace-In conflict with �- I I 29 Acer palm atum Japanese Maple Trunk 1 V/12' proposed civil improvements 4"ea. Remove and replace-In conflict with F 30 Acerpalmatum Japanese Maple Trunk 10'/16' proposed civil improvements 0 1 i 25 1 1 —— —— 3 3 —— 3 �g 1 -17 I 3"ea. Remove and replace-Fair health and in 1 —J O —g— — I = —-o—— — 0 0 0 O I I I 31 Acer palm atum Japanese Maple Trunk 6'/10' conflictwith proposed civil improvements 1 1 ° O ° i 0 O O ° ° ° 2"ea. Remove and replace-In conflict with 1 1 O ° ° I ® ®' O ° o 0 0 I 32 Acerpalmatum Japanese Maple Trunk 5'/8' proposed civil improvements 1 O o O I I O I I Remove and replace-In conflictwith II I i o I I o ° o 0 o I I � I I 33 Acerpalmatum Japanese Maple 1" 6'/2' proposed civil improvements 1 ° I I ° ° O ° ° ° I I I I 3"ea. Rem ove and replace-In conflict with 1 ° O o 1 O I a o ° O O 0 ° I I 34 Acer palm Japanese Maple Trunk 17'/16' proposed civil improvements J _ I ,� ___1 — I I U mV_ 71— 0 o I O 0 I 0 ° 0 0 0 0 I3"ea. Rem ove and replace-In conflict with O o —o — —6-- 0 0 I I 35 Lagerstroemia indica Crape Myrtle Trunk 14V 12, proposed civil improvements Y O LU LID Remove and replace-In conflictwith O w I ° O�==00 o 0_ 0 o O o I I I 36 Lagerstroemia indica Crape Myrtle 4" 14'/8' proposed civil im provem ents 7 Q 1 ° 6 0 O o ° 0 O o ° I I I Remove and replace-In conflictwith Z U U O o 0 o O o 0 ° 0 0 I O I I 37 Lagerstroemia indica Crape Myrtle 5" 17'/16' proposed civil improvements - � SD I (n 0 0 O O o 0 0 0 O I Remove and replace-In conflictwith 1 1 Q 0 r-- ° 0 ° I I 38 Lagerstroemia indica Crape Myrtle 5" 16'/18' proposed civil improvements w z ° O ° ° ° ° O ° I I 1 I � O d w Remove and replace-In conflictwith W > I 1 O ° O o 0 O 0 O ° 39 Lagerstroemia indica Crape Myrtle-STUMP n/a n/a proposed civil improvements r1 w w 1 .• 1 0 0 o O 0 0 p O I 3"ea. Remove and replace-In conflict with 1 1 0 O O 9:14I 40 Lagerstroemia indica Crape Myrtle Trunk 12'/14' proposed civil improvements (n 1 I ° o ° o ° 0 ° I Q w I I 3"ea. Remove and replace-In conflict with f , U 1 1 O o 0 O I 41 Lagerstroemia indica Crape Myrtle Trunk 1 V/22' proposed civil improvements v 1 1 I Cn I 3"ea. Rem ove and replace-In conflict with ~O° ° 0 0 0 o O ° rTl U 25 I 42 Lagerstroemia indica Crape Myrtle Trunk 12'/12' proposed civil improvements 00 O 0 0 O O O 0 O O I ® I F © wl pa I 3"ea. Remove and replace-In conflict with N 1 ° ° o O o 0 o I ~^ a I 43 Lagerstroemia indica Crape Myrtle Trunk ill/8' proposed civil improvements °I ° I ° ® H d 3"ea. Remove and replace-In conflict with O — — ° ° O �— I `� 44 Lagerstroemia indica Crape Myrtle Trunk 1V/8' proposed civil improvements 1 1 I I Remove and replace-In conflictwith 45 Ceiba speciosa Floss Silk Tree 22" 20'/20' proposed ped improvements 1 I Remove and replace-In conflict with I1 I 46 Jacaranda mimosifolia Jacaranda 20" 30'/30' proposed ped improvements 1 1 I I I 1 Project Number T-0323 Remove and replace-In conflictwith 1 1 i o 0 0 yo Ono i i °� O� 10� 47 Prunus spp. Flowering Cherry 6" 10'/10, proposed ped improvements 1 Proto: Version: Config: o � 0 �I \ � Drawn By M. Morgan - Checked By R. Kopff ----- . . . . . . .. . . . . _ _ - - - - - - ° - -_ - _ _ _ _ _ _ _ _ _ _ JUSTIFICATION STATEMENT TREE = STEVENS CREEK BOULEVARD g ALL TREES NOTED ON THIS PLAN ARE TO BE REMOVED DUE TO POOR HEALTH AND/OR CONFLICT WITH PROPOSED NORTH MANAGEMENT (A PUBLIC STREET) - — — — — — — — — —_ — _ _ _ _ _ _ _ _ -- �x IMPROVEMENTS. ALL TREES PROPOSED FOR REMOVAL WILL BE REPLACED ON A 1:1 BASIS. TREES THAT ARE DEEMED PLAN — — _—_---- _—_ ____-- ° INAPPROPRIATE FOR REPLACEMENT IN-KIND, DUE TO CLIMATIC CONDITIONS OR WATER CONSERVATION PURPOSES F X _ __ _______ __________ SHALL BE REPLACED WITH AN ADAPTIVE, DROUGHT-TOLERANT SPECIES OF SIMILAR MATURE HEIGHT AND SPREAD, TO PROMOTE HEALTHIER AND ENDURING URBAN CANOPY AT THIS SITE. GRAPHIC SCALE IN FEET 0 20 40 80 ROTATE CURB AWAY FROM TREE TREE DEMOLITION SEQUENCE: TARGET® 1. PERFORM ANY ROOT PRUNING. 2. INSTALL TREE PROTECTION FENCING TREE PROTECTION FENCE - CHAIN LINK MINNEAPOLS 5 MN 403 3. CAREFULLY REMOVE SIDEWALK AND BASE MATERIAL, COORDINATE ALL DEMOLITION OPERATIONS AROUND PROTECTED TREES WITH ENGINEER AND PROJECT ARBORIST. NOTES: Kimley))) Horn 1. PRIOR TO DEMOLITION ACTIVITIES, COORDINATE WITH OWNER'S REPRESENTATIVE. 2. ALL TREE PROTECTION MEASURES MUST BE IN PLACE AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO DEMOLITION ACTIVITIES. ROOTS 3. OWNER'S REPRESENTATIVE TO APPROVE ANY CANOPY THINNING AND/OR CANOPY 5' * 100 WEST SAN FERN STREET, TREE PROTECTION FENCE SUITE 25050 PLAN VIEW RAISING PRUNING TO ALLOW FOR DEMOLITION ACTIVITIES PRIOR TO CONSTRUCTION. SAN JOSE, CA 95113 8 SITE DEMOLITION AREA TREE (20'-0" FOR BUILDING PROTECTION LIMITS OF 20" DIA. TREE) BACKHOE, AREA CRITICAL ROOT ZONE WOOD CHIP MULCH 0 ° TRACKHOE OR (6" DEPTH) SIMILAR VARIES EQUIPMENT OO RADIUS=1 FOOT PER INCH J TREE PROTECTION FENCE, OF TRUCK DIAMETER WOOD CHIP MULCH AREA (4%6" DEPTH) REF. DETAIL ON THIS SHEET KEYPLAN 0 TREE PROTECTION FENCE (MODIFIED) - CHAIN ° ° ROOT PRUNING TRENCH (TYP) LINK OR ORANGE SNOW FLAKE MESH Date No. Description ° REF. TREE PROTECTION PLANS AND TREE O 0 ° O 0 PLANT SPECIFICATIONS CRZ DRIPLINE TREE PROTECTION FENCE AT @o \ O CRZ J o 0 O 0 PROTECTIVE FENCI G EXISTING SIDEWALK GQ�' 5' (20'-0" FOR11-11h Q-QO as a a � � 20" DIA. TREE) 10' MAX -III III—III - *AS NEEDED TO ONLY REMOVE SEVERED ROOTS IF DRIPLINE (VARIES) PROVIDE NECESSARY REQUIRED FOR NEW CONSTRUCTIONIII — PROTECTED TREE ROOTS FENCE LOCATION WORK SPACE. IF LESS III III — THAN 5', THEN ADD (LIMITS OF CRITICAL ROOT ZONE) BOARDS STRAPPED TO SECTION RADIUS=1 FOOT PER INCH TRUNK. OF TRUCK DIAMETER A CURB AND SIDEWALK DEMOLITION W/ LANDSCAPE PROTECTION B TREE PROTECTION FENCING N NTS TS FENCE SEE DET. 1 THIS SHEET FOR TYPE ROOTPRUNE co TREE PROTECTION NOTES SITE PREPARATION NOTES 1�0��0\ SEE SECTION A`0 _ 1. THE TREE PROTECTION ZONE (TPZ) IS THE AREA AROUND A TREE OR GROUP OF TREES IN 1. ALL TREES NOT SPECIFICALLY CALLED OUT TO BE REMOVED AND REPLACED SHALL BE F WHICH NO GRADING, EXCAVATION, STAGING, STORING OR CONSTRUCTION ACTIVITY IS TO PROTECTED IN PLACE. w` OCCUR. GO`� 0-0 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MEET THE OWNER OR OWNER'S 1'TYP. �v 2. ANY TREE OR GROUP OF TREES IDENTIFIED AS "PROTECT IN PLACE" SHALL HAVE A TPZ REPRESENTATIVE AND IDENTIFY TREES WHICH ARE TO BE PROTECTED AS WELL AS THOSE SEE PLAN � ESTABLISHED AROUND THE INDIVIDUAL TREE OR GROUP OF TREES. WHICH ARE TO BE REMOVED. DEMOLITION SHALL NOT COMMENCE WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. w LU 6"7YP. z U) 3. FOR THIS PROJECT THE TPZ SHALL BE DETERMINED BY ESTABLISHING AN AREA AROUND 3. TREES TO REMAIN SHALL BE PROTECTED BY THE INSTALLATION OF FENCING AT THE DRIPLINE 71 THE BASE OF THE TREE THAT IS EQUAL TO 2/3 THE AREA OF THE DRIPLINE. THE DRIPLINE IS OR AS DIRECTED BY THE OWNER. FENCING SHALL BE INSTALLED PRIOR TO CONSTRUCTION. THE AREA DEFINED BY THE OUTERMOST CIRCUMFERENCE OF THE TREE CANOPY WHERE FENCING SHALL BE SUFFICIENT TO PREVENT CONSTRUCTION EQUIPMENT FROM COMPACTING WATER DRIPS FROM AND ONTO THE GROUND. SOIL AT THE ROOT ZONE AND DAMAGING TRUNKS AND BRANCHES. 4. PROTECTIVE FENCING SHALL BE USED TO ESTABLISH A TPZ AROUND EACH TREE OR 4. IF, IN ORDER TO PERFORM EXCAVATION WORK, IT BECOMES NECESSARY TO CUT ROOTS OF 0 GROUP OF TREES PRIOR TO THE START OF DEMOLITION, CLEARING AND GRADING. A SIGN PLANTS TO BE SAVED, SUCH ROOTS SHOULD BE CUT NEATLY, COVERED WITH BURLAP AND UJ PLAN WARNING PEOPLE TO STAY OUT OF THE TPZ SHALL BE AFFIXED ONTO THE FENCING. KEPT MOIST UNTIL ROOTS ARE BACK FILLED WITHIN 24 HOURS. J U m � PROTECTION 5. ESTABLISH THE TPZ UTILIZING TREE PROTECTION FENCING (SEE DETAIL ON SHEET TD-1). 5. TREE REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOTBALLS ., Y CD FENCE SEE PLAN AND SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND O LLJ W LO ROOT PRUNE EXTRANEOUS DEBRIS PRODUCED BY THE REMOVAL OPERATIONS. TRENCH CUT 6. THE FENCE SHALL ENCLOSE THE TREE OR GROUP OF TREES AND REMAIN IN PLACE UNTIL Z 7 Q SEE PLAN ALL CONSTRUCTION ACTIVITY IS COMPLETED OR PRIOR TO NEW LANDSCAPE & IRRIGATION 6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMITS OF WORK U U EXISTING WORK IS TO COMMENCE IN THESE AREAS. DUE TO HIS CONTRACT OPERATIONS. (n Q GRADE z z 7. THE CONTRACTOR SHALL MINIMIZE SOIL COMPACTION ADJACENT TO THE TPZ BY: 7. ALL REFUSE, DEBRIS, UNSUITABLE MATERIALS AND MISCELLANEOUS MATERIALS TO BE Uj W • LIMITING TRAFFIC AND STORAGE AREAS REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY CONTRACTOR. PROTECTING SOIL SURFACE WITH DEEP MULCH LJJ W • MINIMIZING COMPACTION ON NON-LOAD BEARING AREAS 8. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY • PROVIDING EXTRA REINFORCEMENT IN PAVING MATERIALS DISCREPANCIES IN THE SITE SURVEY TO THE OWNER OR OWNER'S REPRESENTATIVE PRIOR • AVOIDING USE OF HEAVY EQUIPMENT AROUND TREES. TO STARTING WORK. U (� ti O ROOTS z 8. MINIMIZE EXCAVATION ADJACENT TO THE TPZ: N MAINTAIN NATURAL GRADE AROUND THE TREE 73 zo ROUTE UTILITIES AROUND TREES, BORE OR TUNNEL UTILITIES UNDER TREES, AND °"> COMBINE UTILITIES IN ONE TRENCH, WHERE POSSIBLE. CLEAN CUT ALL ROOTS w/ LOPERS OR CHAINSAW ON Project Number T-0323 SIDE NEAR TREE Proto: Version: Config: Drawn By M. Morgan 6" MAX Checked By R. Kopff SECTION TREE MANAGEMENT C ROOT PRUNING NOTES & SECTION NTS DETAILS ■ w p Li � � ° • W C1" iffllm o d0� I a n dOIS I a CONCEPTUAL PLANTING SCHEDULE KEY NOTES ALVES DRIVE TREES QUAINT. CONT. WUCOLS TARGET® L _ _ _ _ _ (A PUBLIC_STREET) _ _ _ _ _ _ _ _ � 1 EXISTING PEDESTRIAN CONNECTION TO PUBLIC tso s° so EXISTING TREE TO REMAIN-PROTECT IN PLACE 41 - RIGHT—OF—WAY. \\ 1000 NICOLLET MALL g $ " --------- TYP. SMALL ACCENT TREE SUCH AS: 23 24"BOX M O EXISTING MONUMENT SIGN WITH UPDATED MINNEAPOLIS, MN 55403 --- --- --------- CERCIS OCCIDENTALIS/WESTERN REDBUD OR GRAPHICS. I/� •�� .• �� ---- ---- ---� _- , ,, - — — — — — �— -�— -- — LAGERSTR- ACOMA CROAPE IMYRTLEAOR AURIEI 'ACOMA'/ / ,/.. „ , 3 PROPOSED REMOVABLE BOLLARDS. _77 _�Q — — ——— MAGNOLIA GRANDIFLORA'LITTLE GEM'/ O ° O O O O O O ° ° LITTLE GEM SOUTHERN MAGNOLIA, OR STOP I I ° O O 0 O O O 16 p II II II II II VITEX TRIFOLIA'PURPUREA'/ARABIAN LILAC O6 PROPOSED CONCRETE PAVERS. LI LI PI LI LI TYP. MEDIUM ACCENT TREE SUCH AS: 9 24"BOX L/M Kimley))) Horn ° PYRUS CALLERYANA'AUTUMN BLAZE'/AUTUMN BLAZE PEAR 5 36" BOX L/M O7 PROPOSED STORE ENTRANCE. O l —° TYP. BROAD CANOPY SHADE TREE SUCH A 18 24 BOX M PROPOSED LANDSCAPED ENTRANCE PLAZA. I �� S O 100 WEST SAN FER250 STREET, I I I I 10 � JACARANDA MIMOSIFOLIA/JACARADA, OR SUITE 250 I PLATANUS RACEMOSA IN STORMWATER TREATMENT AREAS SAN JOSE, CA 95113 LJ o O9 PROPOSED PEDESTRIAN CONNECTION TO PUBLIC 1 o SHRUBS AND GROUNDCOVERS WUCOLS SIZE SPACING RIGHT-OF-WAY. DECRETIVE CONCRETE. TYP. PROPOSED SHRUBS AND GROUNDCOVERS 16 PROPOSED GREEN SCREEN. ` 29 •\ O SHALL CONSIST OF THE FOLLOWING: � I I ARCTOSTAPHYLOS DENSIFLORA/MANZANITA L 1 GAL 36"O.C. O PROPOSED PLANTER (TYP). 1 1 1'r 1 I,r 1 1 1 O BERBERIS AQUIFOLIUM 'COMPACTA'/ L 1 GAL 36"O.C. i OREGON GRAPE HOLLY 19 PROPOSED BIKE RACKS. — °= i p c— — BOUTELOUA GRACILIS/BLUE GRAMMA L 1 GAL 30"O.C. 21 PROPOSED SIDEWALK. CARPINTERIA CALIFORNICA L 5 GAL 48"O.C. KEYPLAN 1 �& 0 1 0 22 BIKE REPAIR STATION. I � p CHONDROPETALUM TECTORUM/DWARF CAPE RUSH L 5 GAL 36"O.C. b O I O �— O r° DIANELLA REVOLUTA'LITTLE REV'/LITTLE REV FLAX LILY L 1 GAL 12"O.C. 23 PROPOSED SPHERICAL BOLLARDS. Date No. Description ° I I 29 DYMONDIA MARGARETAE/SILVER CARPET L 4" POT 6"O.C. I --- p � 24 PROPOSED WASTE TRIO STATION AND C& �'�' �' '�` '�'� I O O/ \ HELICTOTRICHON SEMPERVIRENS/BLUE OAT GRASS L 5 GAL 24"O.C. CIGARETTE BUTT URN. I p r r,�'r 1 ,r,r�.lr,r, Q� O i O O DIETES GRANDIFLORA/WILD IRIS L 5 GAL 24"O.0 29 BIORETENTION AREA �a O O O 1 -~ LIPPIA NODIFLORA/KURAPIA L 4" POT 6"O.C. O 1 _ I O � 30 PROPOSED CIGARETTE BUTT URN ° p I I O �� LOMANDRA LONGIFLIA'BREEZE'/DWARF MAT RUSH L 1 GAL 30"O.C. — — O O C& O O O ' I ° ° MUHLENBERGIA CAPILLARIS/MUHLY GRASS L 5 GAL 36"O.C. 31 5' WIDTH CONCRETE PAD FOR ACCESS AT ART 0& 0 0 I o 1 O WALL TREE SWING 29 I p r MYRTUS COMMUNIS'COMPACTA'/DWARF MYRTLE L 1 GAL 24"O.C. ° 0 32 LOW 2" TO 6" HEIGHT MAXIMUM 30 I O PHORMIUM TENAX' RAINBOW MAIDEN'/ L 5 GAL 36"O.C. - 0 —� RAINBOW MAIDEN NEW ZEALAND FLAX GROUNDCOVER PLANTINGS AS EXTENSION OF ,r,r,�, r,�,+r r C:.:. I °� SEE ENLARGEMENT A, p ART WALL FEATURE o� SHEET L2.2 ''�'' ' p 3 i o o / ROSA'MEIZORLAND'/WHITE DRIFT ROSE M 1 GAL 30"O.C. 33 _ ° I O p / RHAMNUS CALIFORNICA WOUND SAN BRUNO'/ L 5 GAL 30"O.C. 33 CUSTOM SCULPTURAL ART BENCH MOUND SAN BRUNO COFFEE BERRY io ° ° ° O :. . ... 0 - WESTRINGIA FRUTICOSA'LOW HORIZON'/ L 5 GAL 36"O.C. L_— —_ O p LOW HORIZON COAST ROSEMARY g� 17 ° O • ® p STORMWATER TREATMENT WUCOLS // [� 24 O r;�;r;r;r;�;r; TYP. PROPOSED STORMWATER TREATMENT 3W �' 32 I �— p PLANTINGS SHALL CONSIST OF THE FOLLOWING: a4 G 1 I I O ,r,lrl,'+r,lrl I� 9 CAREX TUMULICOLA/BERKELEY SEDGE L 1 GAL 12"O.C. O U 6 c • r 23 I O — �— / / JUNCUS PATENS/CALIFORNIA GRAY RUSH L 1 GAL 24"O.C. p ® 31 I f Q, 21 a•O I ,..•.... 1 O I ° ® 19 17 7 23 1 OI O / / ;r;l;1;/;r;/;1 MUHLENBERGIA RIGENS/DEER GRASS L 5 GAL 36"O.C. �— O O I � 1 I /° ° 24 � SD VINES WUCOLS o \ O TYP. PROPOSED VINES FOR GREENSCREEN 1 ( ® • c ; I / / TRELLIS SYSTEM SHALL CONSIST OF THE FOLLOWING: O I i i i i i l i �QQ — , PARTHENOCISSUS TRICUSPIDATA VEITCHII /BOSTON IVY M 15 GAL 48 O.C. 15 GAL 48 O.C. 1 —— _ — TRACHELOSPERMUM JASMINOIDES STAR JASMINE M " O I � I _ OR LJ O —a- - ® 1 p p o o o o ° I i ° 0 p O o 0 1 I I $$ d ° p 1 ® ® o p O 0 o I I CODE COMPLIANCE O 0 i Pg ' i O 0 0 O O O REQUIRED PROVIDED �'.. ° ° 1 1 O ° p O o O I I I I I TOTAL AREA OF PARKING LOT J I f —� r I , UJ o O o I P 1 n p o O O p 1 II I PER MUNICIPAL CODE TABLE SERVED BY PROPOSED J 1 �\ I I u ° I 19.124.040: PARKING FACILITIES OVER IMPROVEMENTS: 69,000 SF r , m 1 I o ° I o o I p ° O o ° I -1 I I MINIMUM INTERIOR LANDSCAPING 30,000 SF MUST PROVIDE 10% 69,000 X .10 = 6,900 v LANDSCAPE AREA LANDSCAPE AREA - Y 1 I O o -r-p_ - O o 1 � � I I I PROVIDED: 6,900 SIF L1J F —O O ,—O� -0 �� I I I PER MUNICIPAL CODE TABLE WHERE CIVIL IMPROVEMENTS REQUIRE O 0 Q 1 O O 0 0 ° O O ° ° I I PARKING LOT TREE CANOPY COVER SPACING 19.124.040: ONE TREE PER FIVE ALTERATIONS TO EXISTING z PARKING STALLS FOR EVERY TEN CONDITIONS, ONE TREE PER FIVE U U 0 0 p o O O p p 0 0 I SD I I I SPACES IN A ROW STALLS HAS BEEN PROVIDED 0 p O O 0 I I I I PER MUNICIPAL CODE TABLE ALL LANDSCAPE PLANTER STRIPS Z Z 1 � � p O O 0 O I IEj O I I w I LANDSCAPE PLANTER STRIPS 19.124.040: AT LEAST THREE WIDE BY WITHIN THE PARKING LOT MEET W 1 O O o O ° O O O O O. �O� F O �Oi d I THE LENGTH OF THE PARKING STALL MINIMUM SIZE REQUIREMENTS > I o ° r— O o ° O o 0 1 w ED O 0 O 0 p O p O o o ® I--I © I PER MUNICIPAL CODE TABLE ALL PROPOSED TREES ARE OFFSET I —1 I PLACEMENT OF TREES 19.124.040: TREES SHALL BE OFFSET TO PREVENT CONFLICT WITH 0 o O o p o 0 0 0 0 r1 W I I®I TO PREVENT CONFLICT WITH VEHICLES VEHICLES 1 U ° ° I I I I 19.124E040:UCICIPAL URBED PODE TABLE ANTER STRIPS ALL PROPOSED LANDSCAPE PLANTER ►` 1 0 0 0 0 O O o © STRIPS WITHIN THE PARKING LOT O — ��= �/� I p SHALL BE PROVIDED AT THE END OF I O O 25 I MEET MINIMUM SIZE REQUIREMENTS. N 0 0 o SEE ENLARGEMENT B, o 0 0 o w a I PLANTER STRIPS EACH PARKING AISLE, AND ALL I I r— I I ► l I STRIPS SHALL BE THREE FEET IN CURBED PLANTER STRIPS ARE o , I ° p SHEET L2.2 I WIDTH BY THE LENGTH OF THE LOCATED PER CODE AT THE END OF O = O O o o I Q EACH AISLE I I - -- - - -p - - - - �' --p ---- --�--p --I I I ADJACENT PARKING STALL 0 o 1 TWO MAIN PEDESTRIAN PATHS HAVE - - - ---- 24 22 1 I II PER MUNICIPAL CODE TABLE BEEN ESTABLISHED AND IMPROVED I I I I 1 II 19.124.040: ADEQUATE PEDESTRIAN TO PROVIDE ENHANCED PAVING 1 17 2 33 1 I I ° I I PEDESTRIAN PATHS PATHS SHALL BE PROVIDED CROSSINGS, AND VEGETATIVE I 21 6 I I 6 I I1 I m THROUGHOUT THE PARKING BUFFER. ENLARGED - 11 LOT/LANDSCAPE AREAS PEDESTRIAN/BICYCLE NODES WITH Project Number T 0323 1 I O O --,_ - p 0 p p ° I AMENITIES ARE LOCATED AT ROW Proto: Version: Config: � � � I `I ® PER MUNICIPAL CODE TABLE 19.124.040: TREES REQUIRED TO MEET ALL TREES PROPOSED ON-SITE ARE Drawn By M. Morgan MINIMUM TREE SIZE CODE FOR DEVELOPMENT OF OFF 24" BOX MINIMUM STREET PARKING SHALL BE A Checked By R. Ko ff a :• ;. — J — MINIMUM OF 15 GALLON SIZE - _ FM T T T PER MUNCIPAL CODE: COMMERCIAL GROSS FLOOR AREA: 128,567 —_ - — — — — — — — PROPERTIES OF 20,000 SF OR MORE 128,567 X .025 = 3214 SF LANDSCAPE g STEVENS CREEK-BOULEVARD g COMMON OPEN SPACE MUST PROVIDE COMMON OPEN SPACE EQUAL TO OR GREATER THAN 2.5% COMMON OPEN SPACE JL (A PUBLIC STREET) — — — — — — — OF THE GROSS FLOOR AREA PROVIDED:12,020 SF NORTH PLAN _------ ------ FOIM h GRAPHIC SCALE IN FEET — --- ---- --- -- 0 20 40 80 oil 0 10 i � Ii I �. 5 G „ • . .. MEL 7 1 G t, r . I 6 - A s ti � CONCEPTUAL PLANT LIST CONCEPTUAL PLANT IMAGERY STORMWATER VEGETATED CA NATIVE DROUGHT SCVWD APPROVED TREATMENT BUFFER STRIP TOLERANT PLANT LIST TREES l rr CERCIS OCCIDENTALIS 1 WESTERN RED BUD X X X JACARANDA MIMOSIFOLIA 1 JACARADA X F:; '� .,Y — �� TARGET® LAGERSTROEMIA INDICA X FAURIEI 'ACOMA'1 ACOMA CRAPE MYRTLE X X ��' " 1000 NICOL LET MALL i MINNEAPOLIS, MN 55403 MAGNOLIA GRAND IFLORA'LITTLE GEM'/LITTLE GEM SOUTHERN MAGNOLIA X - PLATANUS RAGEMOSA/CALIFORNIA SYCAMORE X X X X PYRUS CALLERYANA'AUTUMN BLAZE'/AUTUMN BLAZE PEAR X X y SHRUBS AND GROUND COVERS ' i ,. - Kimley* Horn ARCTOSTAPHYLOS DENSIFLORA 1 MANZANITA x x x x WESTERN RED BUD JACARANDA ACOMA CRAPE MYRTLE LITTLE GEM MAGNOLIA AUTUMN BLAZE PEAR ARABIAN LILAC OREGON GRAPE HOLLY BERBERIS AQUIFOLIUM 'COMPACTA'1 OREGON GRAPE HOLLY X X X X 100 WEST SAN FERNANDO STREET, s` SUITE 250 BOUTELOUA GRACILIS I BLUE GRAMMA X X X X X SAN JOSE,CA 95113 CAREX TUMULICOLA I BERKELEY SEDGE X X X X X CARPINTERIA CALIFORNICA 1 BUSH ANEMONE X X X X . r4 �. �` . jr�► ` l� J �, .} - CHONDROPETALUM TECTORUM 1 DWARF CAPE RUSH X X X fi DIANELLA REVOLUTA'LITTLE REV I LITTLE REV FLAX LILY X X DIETES GRANDIFLORA I WILD IRIS X X X DYMONDIA MARGARETAE I SILVER CARPET X X � r HELIGTOTRICHON SEMPERVIRENS 1 BLUE OAT GRASS X X X KEYPLAN JUNCUS PATENS 1 CALIFORNIA GRAY RUSH x x x x x BLUE GRAMMA BERKELEY SEDGE BUSH ANEMONE SMALL CAPE RUSH LITTLE REV FLAX LILY WILD IRIS BLUE OAT GRASS LIPPIA NODIFLORA I KURAPIA X X I� i Fl I, x`' Date No. Description L MANDRAL N IFLIA'BREEZE' DWARF MAT RUSH X X X X �' I �, s. `I !• ; x_:, '. MUHLENBERGIA CAPILLARIS 1 MUHLY GRASS X X X X ;r I MUHLENBERGIA RIGENS 1 DEER GRASS X X X X X a i � { 'h I d E d 1 MYRTUS GOMMUNIS COMPACTA 1 DWARF MYRTLE X X X r v PHORMIUM TENAX' RAINBOW MAIDEN'1 RAINBOW MAIDEN NEW ZEALAND FLAX X X X x I �•' F ti ROSA'MEIZORLAND'1 WHITE DRIFT ROSE X X I RHAMNUS CALIFORNICA WOUND SAN BRUNO'/MOUND SAN BRUNO COFFEE BERRY X X X X WESTRINGIA FRUTICOSA'LOW HORIZON'1 LOW HORIZON COAST ROSEMARY X X X CALIFORNIA GRAY RUSH DWARF MAT RUSH MUHLY GRASS DEER GRASS DWARF MYRTLE RAINBOW MAIDEN NZ FLAX WHITE DRIFT ROSE VINES ^� 7 PARTHENOCISSUS TRICUSPIDATA'VEITCHII'I BOSTON IVY X X X 'w"`£ ►� �. 4 ekr 3 .�, 's . s => a �Ii F; ns' i► r �.--+. - :f. -'.. .F\ � �� ". �rrx�_�'. v. .� t ..s a Kam• +� _'�. TRACHELOSPERMUM JASMINOIDES 1 STAR JASMINE X X 7- �"a" t 3�°", :gig, a _,s� iy.. , I•�'.;�' - 'F.- �, _ r N Y MANZANITA MOUND S. BRUNO COFFEE BERRY LOW HORIZON COAST ROSEMARY BOSTON IVY STAR JASMINE y y ENLARGEMENT KEY NOTES zz 17 w` 17 24 O1 EXISTING PEDESTRIAN CONNECTION Q TO PUBLIC RIGHT-OF-WAY. w\O\ G STATE OF CA PRELIMINARY ESTIMATED WATER USE 0 PROPOSED CONCRETE PAVERS. 0 0 - O TOTAL WATER USE IS CALCULATED BY SUMMING THE AMOUNT OF WATER 33 33 0 0 0 O PROPOSED PEDESTRIAN C' ESTIMATED FOR EACH HYDROZONE. WATER USE FOR EACH HYDROZONE -' 17 Y - CONNECTION TO PUBLIC IS ESTIMATED WITH THE FOLLOWING FORMULA: RIGHT-OF-WAY. DECRETIVE - 24 - - �- CONCRETE. EWU (HYDROZONE) = ESTIMATED WATER USE (GAL 1 YEAR) _ _ " F - ETO = REFERENCE EVAPOTRANSPIRATION {INCHES I YEAR} PROPOSED PLANTER (TYP�. PF = PLANT ETO ADJUSTMENT FACTOR PROPOSED SIDEWALK. HA= HYDROZONE AREA(S.F.) (BUBBLER HA= 16 S.F. 1 TREE) - Y - i .62 = CONVERSION FACTOR IE = IRRIGATION EFFICIENCY - 22 BIKE REPAIR STATION. SLA = SPECIAL LANDSCAPE AREA (S.F.) UJ 0 PROPOSED WASTE TRIO STATION Q J EWU (HYRDROZONE) _ (ETO * PF HA 62)I(IE) I - - ' AND CIGARETTE BUTT URN. m yo HYDROZONE A (DRIP) � - - ' W 31 PROPOSED BACKLESS BENCH WITH LU L0 DIVIDERS. 0')' I Q CONVERSION EWU - f - - L - 33 CUSTOM SCULPTURAL ART BENCH z w ETO PF HA IE FACTOR GAL/YEAR 6 --J O O F _ _ - Y \ - O — V V 21 0 - w O 43 .3 12,100 .81 .62 119,476 I 0 0 - - - 0. z Z HYDROZONE B (BUBBLER) -Al- w w CONVERSION EWU ETO PF HA IE FACTOR GAL/YEAR U 43 .5 848 .81 .62 13,955 - 31 A, Q ~O ESTIMATED TOTAL WATER USE (ETWU) 133,431 I 17 - Q z1 - 33 1 Q N LJ MAWA (MAXIMUM APPLIED WATER ALLOWANCE) Till ET CONVERSION - f - - ETO ADJUSTMENT TOTAL HA FACTOR MAWA FACTOR J - - • - - - - ' - - - °43 0.45 T-0323 12,948 fit 213,404 - ' - - _ Project Number ` Proto: Version: Config: ESTIMATED ANNUAL WATER USE (% OF MAWA) 63% r Drawn By M. Morgan Checked By R. Kopff ENLARGEMENT A - PEDESTRIAN NODE ENLARGEMENT B - PEDESTRIAN NODE PLAN NTS PLAN NTS LANDSCAPE NOTES ■ H V1 J P-41 I �f ) C) � w LEGEND �— dOIS ,w Q � °` dOIS a � — — dOIS - --_ — I U ONSITE BIKE CIRCULATION — — -- ----- -- ----- _� ALV DRIVE _ — — — — — — (A PUBLIC STREET) BUS STOP MAIO STORE ENTRANCE TARGET® -- ----- -- — — — — — ---- — — -- — — ------------------ 1000 NICOLLET MALL IIIII IIIII — — — — — — — — EMPLOYEE ENTRANCE -- 0 0 0 0 0 0 Of TOO ° O 01 ° o ° ° / BIKE PARKING 0 Kimlemp)) Horn - O CONCRETE SIDEWALK ro ASPHALT PAVEMENT /11_� o O O 100 WEST SAN FERNANDO STREET, CONCRETE PAVERS SUITE 250 0 I SAN JOSE, CA 95113 II I I o I TRUNCATED DOMES O \ O o \ 0 LANDSCAPE . . c pol— ENHANCED BIORETENTION AREA o I / ° PAVING I I I ow o • ° o °� 0 ° 0 0 0 KEYPLAN O, 0 / TOTAL BIKE PARKING O / REQUIRED: 26 (1 SPACE PER 5,000 SF OF BUILDING) Date No. Description U ° - 1/03/18 Entitlements Submittal 1 C ++ o ° o PROVIDED: 3/23/18 Entitlements Submittal 2 0 0 0 26 SHORT TERM PARKING O I o 2 SECURE PARKING 6/20/18 Entitlements Submittal 3 01 o ° / / 28TOTAL I O O 20745 STEVENS CREEK BOULEVARD ° } 0 0 o O ONE STORY BUILDING ° o ° 4=Eo 0 o 0 35.1' - BUILDING HEIGHT o 0 O 128,567 ± SQ. FT. 2 SECURE BIKE 0 o (PER EXTERIOR DIMENSIONS) PARKING o / I o I o O PARCEL ONE _ ° ° o • 1 PARCEL 1 / �� ° (613 M 7&8) ° 0 0 8.258±ACRES o ° o O O / o I � I a �o 0 �� o ° 4 BIKE PARKING— 0 o o 0 �I4 ° W ° ® ° o O Iix � � • '® 0 � a ° ® o ° o O / 14 BIKE PARKING o ° 0 / � Q I - �— — - I I � i 25 - : ° ® ° ° ° 0 II I 0 0 0 0 0 0 • o ' 1 - O ° ® ®3 O O O O o O III ° ° 0 O o O J O �=Zo O O O O O O O O O O O O O O O — I _J _ III UJ Q ° O O ° ° O ° ° O m O O O o O ° ° ° ° I II .° O �<�00 O O O O O O O V ° I I I O w I II z a O O O O O O O 0 ° O U U) O O O O O O 0 O O O Iw z z 20745 ST BOULEV ° ° o 0 0 0 ° o O O o 0 0 0 o O O I I w W PA OUIT 0 o ° O ° ° P RCEL THRE I W III U) D ° ° RIGHTS&EASEMENTS I I � (� ir A RES i o 0 0 o O O 0 0 o O OVER PARCEL 3 0 0 0 0 0 0 0 (L329 O.R. 1699) a 25 I O ® I I I CV o O o 0 0 o O aD. 1 0 0 0 0 0 0 0 0 0 Zd 8 BIKE PARKING III I Project Number T-0323 O O O ® III' �` O O � 40HOH dtiS �M1 o I Proto: Version: Config: s III � I IIII - — — — — s. � DesignedY Kirby Checked By M. Johnson I - - - - - - - - -STEVENS CREEI�BO�JLEVARD - - - - - - - - - BIKE (A PUBLIC STREET) — — — — — — — — — — — CIRCULATION — — — — — — — — — — — — — — NORTH ---- -------------- AN \ X X ____ _ --- -- --------- L GRAPHIC SCALE IN FEET H V1 J P-41 I �f ) C) � w LEGEND �— dOIS L a � - - dOIS --------- ---- —;pj)" IU -- PEDESTRIAN CIRCULATION ALV DRIVE — — — (A PUBLIC STREET) — — — — — — — — — O BUS STOP MAIO STORE ENTRANCE TARGET® -- ----- -- — — — — — ---- — — -- — — ------------------ 1000 NICOLLET MALL EMPLOYEE ENTRANCE . _ • 0 0 0 0 0 0 0 ° o ° O o 0 0 ° o / OPEN SPACE AREA (SEE L2.0 FOR CALCULATIONS) a STOP O ° ll ll I I I ° �_ ,n ` °� CONCRETE SIDEWALK Kim emp . . 0• • •••• • • • • • •• •'•'.• • ••• ASPHALT PAVEMENT O STREET, ° 100 WEST S AN FERNAND T, 0 rE) I I CONCRETE PAVERS SUITE 250 I SAN JOSE, CA 95113 O I o I TRUNCATED DOMES ° I \ o \ o LANDSCAPE l po I BIORETENTION AREA O I / — I I o o ENHANCED PAVING ul I WCe II ° ° n 0 O O 0 KEYPLAN I o, ° � ° o / Date No. Description U - 1/03/18 Entitlements Submittal 1 } I 01 • ° 0 3/23/18 Entitlements Submittal 2 —7 O =00� 6/20/18 Entitlements Submittal 3 / 20745 STEVENS CREEK BOULEVARD • ° O o O ONE STORY BUILDING O ° Li 35.1' - BUILDING HEIGHT O O 0� O 0 0 O 128,567 ± SQ. FT. 0 ro 0 0 (PER EXTERIOR DIMENSIONS) o: / O I °O 0 PARCEL ONEO ° ° o 0 0, PARCEL 1 / (613 M 7&8) °� 8.258±ACRES O ° 0 ►� 0 o / III : 0 . ` 0 r ° / �Too 0 ° O O O-eel / '® o u / / U O O ° O U a °� ° /• o 0 I � ° 25 o I O O . •O g . ® O O ° I I I0 O ° ° O O O � I e ' O O ® ®' O O O O O O III O 0 ° O I I I I 0 O O 1 O J O ° O O O O O O O O O € 0 O O O O O O — I _ III Q > 0 0 ro . 0 O O O O G 0 ° I I I° 0 ° ° o O ° c 0 I I I O w CLO � d � O O O O - O O O O O O O O O O Z U U I 0 0 0 C 0 0 0 0 0 o I I U) O Iw O ' O ° O O O O O O O ° I Lu z O 20745 ST r. BOULEV ° ° 0 0 0 O o 0 1 O o 0 > LU > • O 0 O O 0 O o O o 0 I I LLI UJ I : PA OU ° r O ° o ° ° � PARCEL THRE I W III Co 0 0 RIGHTS&EASEMENTS I I L (� A RES , ° 0 O O 0 O O 0 OVER PARCEL 3 I U ' o O 0 0 0 0 o O o 0 0 (L329 O.R. 1699) a 25 I O ® I I CV 0 0 0 0 o O O I � dD. 1 0 0 O 0 0 0 O 0 k-J Project Number T-0323 O O O O O O I I 1 O� 4 Proto: Version: Config: _ I Designed By J. Kirby I • ti a• -c.'.-.-. J ----- • FIN Checked By M. Johnson - - - - - - - _ - STEVENS CREEK-BOULEVARD PEDESTRIAN (A PtJBLIC STREET) — — — — — — — — — — — CIRCULATION — — — — — — — — — — — — — — NORTH FW --- ----- ---- ------ - X X -----�- --- -- --------- PLAN GRAPHIC SCALE IN FEET H V1 J P-41 I �f ) C) � w LEGEND dOIS ,w Q dOIS a im a s — — — I U PREORDER PICKUP --------- ---- --- ------ — --- — _� ALV DRIVE (A PUBLIC STREET) FAMILY TRIP EVERYDAY TRIP TARGET® -- ----- -- — — — — — ---- — — -- — — — -------------- 1000 NICOLLET MALL SERVICE ° o 0 0 0 0 0 ° 0 ° 0 0 0 0 0 ° / NEIGHBORHOOD CIRCULATION Si0 0 ° II II a ll u p BUS STOP Kimley* Horn ° � 0 0 >1�4 STORE ENTRANCE O O 100 WEST SAN FERNANDO STREET, I I SUITE 250 0 EMPLOYEE ENTRANCE SAN JOSE, CA 95113 I � � u II I I I ° O ° ° r o r r rr O O I / ° I � ° ° o KEYPLAN II 0 / / Date No. Description O, ° I ° U - 1/03/18 Entitlements Submittal 1 C, 0 3/23/18 Entitlements Submittal 2 6/20/18 Entitlements Submittal 3 _ O � I I ° 0 O I I 0 20745 STEVENS CREEK BOULEVARD ° 0 I Li 0 0 + ONE STORY BUILDING o I 0 c� 0 35.1' - BUILDING HEIGHT 0 0 I O ° 128,567 ± SQ. FT. 0 o� o > ° (PER EXTERIOR DIMENSIONS) O� 0 D o +�r�rrr rrrrrr r PARCEL ONE ° 0 / 0 i rrr ,F� ° I O r'r'r rtr' PARCEL 1 O� � rr o �,r;►;�' (613 M 7&8) o 8.258±ACRES o �o 0 0 o / 0 o I .0 . 0 001 0 0 o o I � o PREORDER PICK UP I 0 ® 0 0 / a O I I Q1 W ° 0 I o o 0 ° O O / a 0 ° as ;� • � DRIVETHRU PREORDER 0 I 0 CAI ® �2 PICK UP 16 o ;® LAJ 0 O o o _ T.D- 1 O O O ® O O O O O25 0 0 0 O 0 0 O O o rr 1 - ° 0 ° ® ® O 0 0 0 o O III ° I I II 0 0 0 0 0 ° O ° O O o 0 I I I I � O O O � O � 0 0 O O O 0 I — �_ I j l � Q UJ J O O ° O O ° O O O 0 0 O o 0 ° 1 I I I U Yo 1...... O O O O O O ° ° 1) q 0) ° O0 � -I ° O ° CY T� � O O O O ° O O w�.'/y O I I I 7 L0 O w o O I I I Z CU I 0 0 0 0 0 0 0 0 � U o O O o 0 0 0 0 0 0 to o o ° 0 0 o C O o +00* �LLj w Z 20745 ST BOULEV 0 ° 0 0 0 0 0 PA 'Out o 0 0 0 0 0 0 0 0 ° —� I I LLJ 0 P RCEL THRE I I U ° ° RIGHTS&EASEMENTS LO (� L A RES , o ° o O 0 0 0 0 OVER PARCEL 3 I U 0 O 0 O o 0 0 O 0 0 O (L329 O.R. 1699) a 25 I O ® I I N 0 0 0 0 O o O I a O 0 O 0 O 0 O 0 O r I I D. dL I� I _ InI JIff11IIA I InI InI If1IO O O I IOI IOIIProject Number T-0323 ®� ® � Version: Config: IIIIIII Designed By J. Kirby Checked By M. Johnson — - — — — — —STEVEl� CREEI�BO�JLEVARD - — — — — — — — (A PUBLIC SHEET) — — — — — — — — — — — — CIRCULATION — — — — — — — — — — — — — — NORTH --- ----- ---- ------ F] 64= PT- - � X X� -----�- --- -- ---------� � PLAN GRAPHIC SCALE IN FEET 0 # # # T#323 CUPERT 103 THIS FILE CONTAINS FAMILIES, MODEL ITEMS, DETAIL ITEMS, AND SCHEDULE INFORMATION. THE ELEMENTS IN THIS FILE ARE TO BE INCORPORATED INTO THE CEILING AND ELECTRICAL PLANS PRODUCED BY THE ARCHITECT AND ENGINEER. HARD COPY AND ELECTRONIC PRINTS OF THIS FILE ARE NOT TO BE ISSUED AS CONSTRCUTION DOCUMENTS. thee Hghthg practice Project Name: T-0323 CUPERTINO INO Sheet Title: LP-103 SITE LIGHTING Project No.: 17091.0323 Scale: 1 if= 30' 0" SITE Date: 3/23/2018 I