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Attachment 17BPAGESETUP: DWG TO PDF PRINTED BY: Paul Cr A Planning Application For: 405 ALBERTO WAY LOS GATOS, CA 95032 VIEW FROM ALBERTO WAY, SEE A0.01 PROJECT DESCRIPTION THIS IS A NEW CAMPUS WITH A 2-STORY WARM SHELL OFFICE BUILDING WITH A 2-LEVEL PARKING STRUCTURE BELOW GRADE. SCOPE OF WORK SHALL INCLUDE THE CONSTRUCTION OF THE BUILDING SHELL AND CORE AS WELL AS SITE IMPROVEMENTS SUCH AS SIDEWALKS, CURB/GUTTER, BICYCLE RACKS, STREET TREES, ETC. PROJECT TEAM OWNER: LANDSCAPE ARCHITECT: LP ACQUISITIONS, LLC ('LP') 535 Middlefield Road, Suite 190 Menlo Park, CA 94025 PHONE: 650.326.1600 CONTACT: Shane Arters EMAIL: shane@lambpartners.com KLA, INC. 151 N. Norlin Street Sonora, CA 95370 PHONE: 209.532.2856 CONTACT: Tom Holloway EMAIL: tom@knoxla.com PROJECT DATA ARCHITECT: CIVIL ENGINEER: ARC TEC INC. 99 Almaden Boulevard, Suite 840 San Jose, CA 95113 PHONE: 408.496.0676 CONTACT: Dan Kirby EMAIL: dank@arctecinc.com KIER & WRIGHT 3350 Scott Blvd., Building 22 Santa Clara, CA 95054 PHONE: 408.727.6665 CONTACT: Mark Knudsen EMAIL: mknudsen@kierwright.com OWNER NAME: PROJECT ADDRESS: 405 ALBERTO WAY BUILDING AREA: NUMBER OF STORIES: CONSTRUCTION TYPE: FIRE SPRINKLERS: OCCUPANCY TYPE: 74,260 S.F. 2 I I -A YES B LP ACQUISITIONS, LLC (LP) 405 ALBERTO WAY LOS GATOS, CA 95032 GARAGE BUILDING AREA: 112,520 S.F. NUMBER OF STORIES: 2 (BELOW GRADE) CONSTRUCTION TYPE: I-B FIRE SPRINKLERS: YES OCCUPANCY TYPE: S-2 VICINITY MAP APPLICABLE CODES 2013 CALIFORNIA BUILDING CODE (CCR TITLE 24, PART 2) 2013 CALIFORNIA ELECTRIC CODE (CCR TITLE 24, PART 3) 2013 CALIFORNIA MECHANICAL CODE (CCR TITLE 24, PART 4) 2013 CALIFORNIA PLUMBING CODE (CCR TITLE 24, PART 5) 2010 CALIFORNIA ENERGY CODE (CCR TITLE 24, PART 6) 2013 CALIFORNIA FIRE CODE (CCR TITLE 24, PART 9) 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE (CCR TITLE 24, PART 11) ALL CODES ARE SUBJECT TO LOCAL GOVERNMENT AMENDMENTS PER CALIFORNIA BUILDING STANDARDS COMMISSION BULLETIN 10-03. ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 33 AND THE TOWN OF LOS GATOS STANDARD DETAIL AND SPECIFICATION S107. DRAWING INDEX AND ISSUE DATES O PRELIMINARY OR PRICING PLANS • FIRST FORMAL SUBMITTAL OR NO CHANGES SINCE PREVIOUS ISSUE + MODIFICATIONS SINCE PREVIOUS ISSUE COVER SHEET ARCHITECTURAL A0.01 EXTERIOR RENDERINGS A0.02 EXTERIOR RENDERINGS A0.03 EXTERIOR RENDERINGS A1.00 EXISTING AND PROPOSED REDESIGN SITE PLAN A1.01 SITE PLAN A1.02 SITE AND EXTERIOR DETAILS A1.11 SITE CONTEXT PHOTOS A1.12 SHADOW STUDIES A2.11 FIRST FLOOR PLAN A2.12 SECOND FLOOR PLAN A2.31 ROOF PLAN A3.01 EXTERIOR ELEVATIONS A3.02 RENDERED EXTERIOR ELEVATIONS A3.03 PREVIOUS EXTERIOR ELEVATION DESIGN COMPARISON A4.01 SITE CONTEXT SECTIONS A4.02 SITE CONTEXT SECTIONS AP2.11 AP2.12 PARKING LEVEL -1 PARKING LEVEL -2 J CO LU CC CO LLO Z Z Z Lo J O CL ISSUE DATES AND DESCRIPTIONS C9 Z J < Z J M d CO N d W O C) 0Q Z H Z d 0 LIJ O CC o d W o 0 0¢ Z H Z d LIJ c0W' Csi a csi W o 0 0Q Z H Z d LLJ o d W O J H C�¢ Z ZZ CO d o d 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • J co < Z Z� Z W ct ti d DRAWING INDEX AND ISSUE DATES O PRELIMINARY OR PRICING PLANS • FIRST FORMAL SUBMITTAL OR NO CHANGES SINCE PREVIOUS ISSUE + MODIFICATIONS SINCE PREVIOUS ISSUE LANDSCAPE L0.1 PRELIMINARY LANDSCAPE PLAN L0.2 ENLARGEMENT PLAN L0.3 SITE SECTIONS L0.3a SITE SECTIONS L0.4 PAVING MATERIALS L0.5 LOW LEVEL LANDSCAPE MOOD LIGHTING L0.6 PRELIMINARY LANDSCAPE PLAN L0.6a PLANT IMAGES L0.7 EXISTING TREE PLAN L0.8 PRELIMINARY IRRIGATION PLAN CIVIL C1.0 TOPOGRAPHIC AND BOUNDARY SURVEY C2.0 PRELIMINARY GRADING DRAINAGE AND UTILITY PLAN C3.0 PRELIMINARY STORMWATER MANAGEMENT CALCULATION AND NOTES C3.1 PRELIMINARY DETAILS C4.0 PRELIMINARY EROSION CONTROL PLAN C4.1 PRELIMINARY EROSION CONTROL NOTES & DETAILS C5.0 PRELIMINARY EXCAVATION PLAN C6.0 DETAILS ISSUE DATES AND DESCRIPTIONS J 0 0Q 0¢ 0¢ 0Q 0¢ Z_ J Z_ F- Z_ F- Z_ H F- Z H Z F- _Z F- Z¢ Z H Z H Z Z H Jm Z~ Zg Z� ZCC Z� Zg CCU) JM JM JM CZ J� J� 0( d m 0 V) d V) 0 d V) 0 V) Z D W W W W LOZ (0U) 0 c0 W' c0QN-0W • Z c+i F• iri F• it 1- ai F- co l- ¢ Nd od Od a Od Od LoJ r- OW NW NW NW c,-jW • d O 0 0 O 0 O 0 O 0 O 0 J C7 1-¢ Z ZZ CO dCO Lu o d 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ARC TEC ARCHITECTURAL TECHNOLOGIES Arizona California 2960 E. Northern Avenue 99 Almaden Boulevard Building C Suite 840 Phoenix, AZ 85028 San Jose, CA 95113 602.953.2355 t 408.496.0676 t 602.953.2988f 408.496.1121 f www.arctecinc.com Le) g CS O to U 10 ce Q LLI m �� <LC) CD 44- LOS GATOS, CA 95032 PROJECT NUMBER: 153948 EXHIBIT C P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-1107-6th PA Submitta11153948-A001-A002.dwg - Nov 07, 2017, 9:58am - danielg VIEW FROM NORTHEAST OF SITE - TREES SCREENED SCALE: N.T.S. REFERENCE SITE PLAN SCALE: 1" = 60'-0" NORTH VIEW FROM NORTHEAST OF SITE - TREES AT INITIAL BUILD -OUT SCALE: N.T.S. VIEW FROM NORTHEAST OF SITE - TREES AT FIVE-YEAR GROWTH SCALE: N.T.S. ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL EXTERIOR RENDERINGS A0.01 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-1107-6th PA Submittal1153948-A001-A002.dwg - Nov 07, 2017, 9:58am - danielg VIEW FROM EAST OF SITE - TREES SCREENED SCALE: N.T.S. REFERENCE SITE PLAN SCALE: 1" = 60'-0" NORTH VIEW FROM EAST OF SITE - TREES AT INITIAL BUILD -OUT SCALE: N.T.S. VIEW FROM EAST OF SITE - TREES AT FIVE-YEAR GROWTH SCALE: N.T.S. ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL EXTERIOR RENDERINGS A0.02 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-1107-6th PA Submitta11153948-A001-A002.dwg - Nov 07, 2017, 10:01am - danielg REFERENCE SITE PLAN SCALE: 1" = 60'-0" oFjpgir NORTH VIEW FROM EAST OF SITE - CURRENT CONDITIONS SCALE: N.T.S. VIEW FROM EAST OF SITE - TREES AT FIVE-YEAR GROWTH SCALE: N.T.S. ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL EXTERIOR RENDERINGS A0.03 PROJECT NO: 153948 ORIGINAL DESIGN - 405 ALBERTO WAY BUILDING FOOTPRINT SHOWN DASHED ORIGINAL DESIGN - 401 ALBERTO WAY BUILDING FOOTPRINT SHOWN DASHED PREVIOUS REDESIGN - 405 ALBERTO WAY BUILDING FOOTPRINT SHOWN DASHED IN BLUE PROPOSED REDESIGN - 405 ALBERTO WAY BUILDING FOOTPRINT SHOWN SHADED IN GRAY P:12015,1obs1153948 401-409 Alberto Way101-Planning Application12017-1107-6th PA Submitta11153948-A100.dwg - Nov 07, 2017, 8:13am - perotty / / / / // /// /// / // / // / / // / /// / / // / // / /// / / / r/ / / r/ / // / // / Co /// II I 7" rn \J � i.J / 11 l -/`'/ // 1 / // / 15' 30' ONE STORY BUILDING WITH BASEMENT EXISTING SITE PLAN 1 \\, • 405 ALBERTO WAY 0 ONE STORY BUILDING WITH BASEMENT / 336 \ \ \ \ \ \ \ \ : \ \ :: K K I \ \\> \ ,,,\ .% \\ \ /V\ \ 22: \ KS \ \: \\1\1\:: \ \ \ / II 1---1----ii_ -----::__ _ 0 Ca- 11/1/11 1::::::7:4/11111/11111r-1:7-LI//77:////:17//1;111-71/ 11/1-111: if/ -111/- , 1 =7) if I II I :1;1 // 111/1' 409 ALBERTO WAY //ill // - 336 339 11 PROPOSED REDESIGN SITE PLAN COMPARISON ,21111=11:::::: - LA vr. 0 0 KEYNOTES - DEMOLITION NOTE: NOT ALL KEYNOTES LISTED MAY APPLY TO THIS DRAWING. • • EXISTING BUILDING TO BE REMOVED EXISTING PAVING AND STRIPING TO BE REMOVED EXISTING LANDSCAPE TO BE REMOVED EXISTING CURB AND SIDEWALK TO BE REMOVED FOR BIKE LANE ADDITION PROJECT DATA COMPARISON ASSESSOR'S PARCEL NO.: ZONING: SITE AREA: ORIGINAL DESIGN BUILDING '401' FOOTPRINT: BUILDING '405' FOOTPRINT: TOTAL BUILDING FOOTPRINT AREA: SITE COVERAGE: BUILDING '401' AREA: FLOOR 1 FLOOR 2 TOTAL AREA BUILDING '405' AREA: FLOOR 1 FLOOR 2 TOTAL AREA TOTAL BUILDING AREA: FLOOR AREA RATIO (FAR) APN 529-23-018 CH - RESTRICTED COMMERCIAL HIGHWAY PARKING PROVIDED - GRADE LEVEL PARKING PROVIDED - UNDERGROUND PARKING TOTAL PARKING PROVIDED PREVIOUS REDESIGN 22,500 S.F. 23,900 S.F. 46,400 S.F. 46,400 S.F. / 93,573 S.F. = 49.6% 22,500 S.F. 21,915 S.F. 44,415 S.F. 23,900 S.F. 23,650 S.F. 47,550 S.F. 91,965 S.F. 91,965 S.F. / 93,573 S.F. = 98% 7 SPACES 383 SPACES 390 SPACES BUILDING FOOTPRINT AREA: 42,400 S.F. SITE COVERAGE: 42,400 S.F. / 93,573 S.F. = 45.3% FIRST FLOOR AREA SECOND FLOOR AREA TOTAL BUILDING AREA: FLOOR AREA RATIO (FAR) PARKING PROVIDED - GRADE LEVEL PARKING PROVIDED - UNDERGROUND PARKING TOTAL PARKING PROVIDED PROPOSED REDESIGN 42,400 S.F. 40,600 S.F. 83,000 S.F. 83,000 S.F. / 93,573 S.F. = 89% 42 SPACES 290 SPACES 332 SPACES BUILDING FOOTPRINT AREA: 38,392 S.F. SITE COVERAGE: 38,392 S.F. / 93,573 S.F. = 41.0% FIRST FLOOR AREA SECOND FLOOR AREA TOTAL BUILDING AREA: FLOOR AREA RATIO (FAR) PARKING PROVIDED - GRADE LEVEL PARKING PROVIDED - UNDERGROUND PARKING TOTAL PARKING PROVIDED DESIGN COMPARISON 38,392 S.F. 35,868 S.F. 74,260 S.F. 74,260 S.F. / 93,573 S.F. = 79% 38 SPACES 260 SPACES 298 SPACES BUILDING FOOTPRINT DELTA (38,392 S.F. - 46,400 S.F.) -8,008 S.F. TOTAL BUILDING AREA DELTA (74,260 S.F. - 91,965 S.F.) -17,705 S.F. PARKING PROVIDED -GRADE LEVEL DELTA (38-7 SPACES) +31 SPACES PARKING PROVIDED -UNDERGROUND PARKING DELTA (260-383 SPACES)-123 SPACES TOTAL PARKING PROVIDED (298-390 SPACES) -92 SPACES KEYNOTES - PREVIOUS DESIGN NOTE: NOT ALL KEYNOTES LISTED MAY APPLY TO THIS DRAWING. • PREVIOUS DESIGN BUILDING FOOTPRINT PROPOSED DESIGN BUILDING FOOTPRINT SHOWN SHADED PREVIOUS DESIGN PARKING GARAGE FOOTPRINT BELOW GRADE PROPOSED DESIGN PARKING GARAGE FOOTPRINT BELOW GRADE SHOWN SHADED LOCATION OF EXISTING PROPERTY LINE TO BE REMOVED LOCATION OF PROPOSED PROPERTY LINE REQUIRED BUILDING SETBACK (25'-0" FRONT REQUIRED SETBACK FOR PROPERTIES ADJACENT TO RESIDENTIAL SITES AND 15'-0" FRONT REQUIRED SETBACK FOR PROPERTIES ADJACENT TO COMMERCIAL; 15'-0" REQUIRED SIDE AND REAR SETBACK) PROPOSED DEDICATION TO TOWN FOR ROAD WIDENING ARC TEC ARCHITECTURAL TECHNOLOGIES Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: >- S 0 -fa' ct cp- Lill co Lc) eL LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL EXISTING AND PROPOSED REDESIGN SITE PLAN A1.00 PROJECT NO: 153948 SYMBOLS LEGEND NOTE: NOT ALL SYMBOLS LISTED MAY APPLY TO THIS DRAWING. TRAFFIC SIGNAL T TRANSFORMER STREET LIGHT FIRE HYDRANT ® CATCH BASIN 0' 15' 30' II- 60' SCALE: 1 "=30'-0" ing Application12017-1107-6th PA Submitta11153948-A101.dwg - Nov 07, 2017, 8:13am - perotty P:12015 Jobs1153948 401-409 Alberto Way101-PI SITE PLAN 0 STAIR FROM SECOND LEVEL TO LEVEL P-2 25'X25' MIN. AT PROPERTY LINE i i i 25'X25' MIN. AT PROPERTY LINE PUBLIC STREET POSTED SPEED LIMIT = 25 MPH STAIR FRO SECOND LEVEL TO LEVEL P-2 HWY 17 OFF RAMP HWY 17 ON RAMP 4, m q in OFFICE FIRST LEVEL F,F. 336'-6" ED J STREET i FOLIAGE i NOTES: 1. FOLIAGE AT MATURITY AND BERM, IF ANY, SHALL NOT EXCEED 3 FT IN HEIGHT. 2, A VISUAL CLEARANCE FROM THE STREET TO 15 FT IN HEIGHT SHALL BE MAINTAINED WITH ALL TREE FOLIAGE WITHIN THE SITE TRIANGLE. 3. A VISUAL CLEARANCE FROM THE SIDEWALK TO 7 FT IN HEIGHT SHALL BE MAINTAINED WITH ALL TREE FOLIAGE WITHIN THE SITE TRIANGLE. AASHTO PUBLIC STREET POSTED SPEED LIMIT (MPH) 25 30 35 40 DRIVEWAY AND CORNER SITE TRIANGLES PER AASHTO STANDARDS (AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS) SIDEWALK MINIMUM DISTANCE (FT) 200 250 325 400 0 PROJECT DATA ASSESSOR'S PARCEL NO.: APN 529-23-018 ZONING: CH - RESTRICTED COMMERCIAL HIGHWAY SITE AREA: 93,573 S.F. / 2.15 ACRES BUILDING FOOTPRINT AREA: 38,392 S.F. SITE COVERAGE: 38,392 S.F. / 93,573 S.F. = 41% FIRST FLOOR AREA SECOND FLOOR AREA TOTAL BUILDING AREA: FLOOR AREA RATIO (FAR) PARKING ANALYSIS 38,392 S.F. 35,868 S.F. 74,260 S.F. 74,260 S.F. / 93,573 S.F. = 79% TOTAL PARKING REQUIRED PER LOS GATOS MUNICIPAL CODE CHAPTER 29 - ARTICLE I, DIVISION 4 GROSS AREA IS DEFINED AS THE TOTAL HORIZONTAL FLOOR AREA IN SQUARE FEET OF ALL STORIES OF ALL BUILDINGS MEASURED TO THE OUTSIDE SURFACE OF EXTERIOR WALLS. STAIRWAYS AND ELEVATOR SHAFTS SHALL BE INCLUDED ON ALL FLOORS PARKING REQUIRED (SEC. 29.10.145) 74,260 / 250 = 298 SPACES PARKING PROVIDED - GRADE LEVEL STANDARD PARKING PROVIDED ACCESSIBLE PARKING PROVIDED VAN ACCESSIBLE PARKING PROVIDED PARKING PROVIDED - PARKING LEVEL P-1 STANDARD PARKING PROVIDED ACCESSIBLE PARKING PROVIDED VAN ACCESSIBLE PARKING PROVIDED 34 SPACES 3 SPACES 1 SPACES 134 SPACES 2 SPACES 1 SPACES PARKING PROVIDED - PARKING LEVEL P-2 STANDARD PARKING PROVIDED 123 SPACES TOTAL PARKING PROVIDED AUTOMOBILE PARKING STALL DIMENSIONS (TABLE 3-2) 298 SPACES STALL TYPE WIDTH DEPTH COMPLIANT UNISTALL 8'-6" 18'-0" YES REQUIRED NUMBER OF ACCESSIBLE PARKING STALLS (CBC TABLE 11 B-208.2) TOTAL PARKING SPACES MINIMUM REQUIRED COMPLIANT 201-300 7 YES REQUIRED NUMBER OF LOW -EMITTING, FUEL -EFFICIENT AND CARPOOL/VAN PARKING STALLS (CALGREEN TABLE 5.106.5.2) TOTAL PARKING SPACES MINIMUM REQUIRED COMPLIANT 201 AND OVER 8% OF TOTAL = 24 YES TOTAL BICYCLE PARKING REQUIRED PER CALGREEN SECTION 5.106.4 SHORT-TERM BICYCLE PARKING* REQUIRED: 5% OF 298 PARKING SPACES = 14.9 15 SPACES PROVIDED: 18 SPACES LONG-TERM BICYCLE PARKING** REQUIRED: 5% OF 298 PARKING SPACES = 14.9 15 SPACES PROVIDED: 18 SPACES * SHORT TERM BICYCLE PARKING TO BE PERMANENTLY ANCHORED WITHIN 200 FEET OF THE VISITOR'S ENTRANCE **LONG TERM BICYCLE PARKING TO BE COVERED AND LOCKABLE WITH PERMANENTLY ANCHORED RACKS FOR BICYCLES KEYNOTES NOTE: NOT ALL KEYNOTES LISTED MAY APPLY TO THIS DRAWING. 0 • 0 O 0 0 41) 41) CI) 0 0 0 PAVED PARKING AND DRIVES, REFER TO CIVIL AND LANDSCAPE DRAWINGS 6" CURB, TYP. LANDSCAPE AREA, REFER TO LANDSCAPE DRAWINGS ACCESSIBLE PATH OF TRAVEL SHOWN DASHED TRASH ENCLOSURE PER LOS GATOS ZONING CODE SEC. 29.10.09010 RETAINING WALL AMENITY SPACE LINE OF PARKING GARAGE BELOW SHOWN DASHED PROPERTY LINE SHOWN DASHED EXISTING 6'-0" CMU WALL AT EDGE OF PROPERTY TO REMAIN RAMP TO PARKING LEVEL P-1 SHORT TERM BICYCLE PARKING NEIGHBORING BUILDING SHOWN SHADED LINE OF BALCONY ABOVE ROOF DRAIN AND OVERFLOW DISCHARGE TO PLANTER AT GROUND FLOOR FOR STORM WATER FILTRATION; REFER TO CIVIL DRAWINGS EXISTING SIDEWALK SIDEWALK (SHOWN SHADED) WITH 4'-0" LANDSCAPE BUFFER RAISED MEDIAN PROPOSED BIKE LANE PROPOSED BIKE BOX 21 REQUIRED BUILDING SETBACK (25'-0" FRONT REQUIRED SETBACK FOR PROPERTIES ADJACENT TO RESIDENTIAL SITES AND 15'-0" FRONT REQUIRED SETBACK FOR PROPERTIES ADJACENT TO COMMERCIAL; 15'-0" REQUIRED SIDE AND REAR SETBACK) ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL SITE PLAN A1.01 PROJECT NO: 153948 MATERIAL PALETTE G1 GLAZING MANUFACTURER: TYPE: MULLIONS: VIRACON LOW TINT BRONZE (P1) LIMESTONE FINISH TO MATCH MANUFACTURER: DUNN EDWARDS COLOR: DET600 DOLPHIN TALES (P2) PAINT OVER STUCCO FINISH MANUFACTURER: DUNN EDWARDS COLOR: DEC752 BIRCHWOOD (P3> PAINT OVER STUCCO FINISH MANUFACTURER: DUNN EDWARDS COLOR: DET692 KILN DRIED (P4) PAINT OVER STUCCO FINISH MANUFACTURER: DUNN EDWARDS COLOR: DET625 RECLAIMED WOOD (P5) PAINT OVER STUCCO FINISH MANUFACTURER: DUNN EDWARDS COLOR: DE6376 LOOKING GLASS LIMESTONE TILE MANUFACTURER: TYPE: SIZE: CLAY ROOF TILE MANUFACTURER: TYPE: COLOR: ARIZONA TILE ROCAS AZUL 12"X24" BORAL ROOFING 1-PIECE CLAYLITE MERLOT BLEND REFER TO DETAIL 12/A3.01 FOR EXTERIOR WALL SCONCE DETAILS (Gi) GLAZING P2 PAINT 0 PAINT (si STONE TILE TRELLIS pi1 LIMESTONE FINISH P3 PAINT 5PAINT (Ti) CLAY ROOF TILE CORNICE PROPOSED EXTERIOR MATERIAL PALETTE - SEE A3.02 FOR FURTHER INFORMATION SCALE: N.T.S. P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-1107-6th PA Submitta11153948-A102.dwg - Nov 07, 2017, 8:14am - perotty THIS PORTION OF SIGN TO BE 70 SQUARE INCHES MINIMUM (TYPICAL), rr��. 1 1 1 1 1 1 1 1 LY kniuy 1 1 1 1 1 1 1 1 1 SIGN TYPE A: ACCESSIBLE CAR PARKING SPACE IDENTIFICATION SIGN TYPE B: ACCESSIBLE VAN PARKING SPACE IDENTIFICATION ACCESSIBLE PARKING IDENTIFICATION SIGNAGE 1. REFLECTORIZED SIGN SHALL BE CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL 2. LETTERS AND SYMBOLS TO BE WHITE ON A DARK BLUE BACKGROUND 3. SIGN TO BE CENTERED AT THE INTERIOR END OF PARKING SPACE 4. CORNERS OF SIGN TO BE RADIUSED 1/2" MINIMUM. BOTTOM OF SIGNAGE: WHEN SIGN IS LOCATED IN A PATH OF TRAVEL, BOTTOM OF SIGN SHALL BE A MINIMUM OF 6'-8" ABOVE THE WALKING SURFACE. WHEN LOCATED IN A LANDSCAPE AREA OR ON A WALL AT THE END OF THE SPACE, THE BOTTOM OF SIGN SHALL BE AT 5'-0" ABOVE ADJACENT GRADE TYPICAL NOTES: CURB RAMP WITH 1:12 MAX SLOPE ACCESSIBLE PARKING SIGN SEE 9/- MIN. WIDTH CONCRETE WALKWA LEVEL LANDING; 1:48 MAX. CROSS - SLOPE; FLUSH WITH DRIVE 6" CONCRETE WHEEL STOP TYP. 3" WIDE DIAGONAL STRIPING, WHITE OR BLUE 3" WIDE BLUE STRIPING AT PERIMETER OF ACCESS AISLE ACCESSIBLE PARKING SYMBOL 36" SQ. SEE 5/- 12" HIGH WHITE LETTERING IN ACCESS AISLE SIGN TYPE B 6' MINA SIGN TYPE A ITO 0 M RAMP DN f= � VAN I II RAMP DN 12' MIN. 5' 9' MIN. MIN. STRIPING FOR VAN ACCESSIBLE PARKING liF 9' MIN. 4'6' MINA, 5' MIN. 9' MIN. STRIPING FOR STANDARD ACCESSIBLE PARKING PARKING COMPLIANCE NOTES 1. WHEN NO CURB OR BARRIER IS PROVIDED, A WHEEL STOP IS REQUIRED WHICH WILL PREVENT ENCROACHMENT OF CARS OVER WALKWAYS. 2. WHEELCHAIR USERS MUST NOT BE FORCED TO GO BEHIND PARKED CARS OTHER THAN THEIR OWN. 3. ALL WALKS AND PARKING SPACES SHALL HAVE A MAXIMUM CROSS SLOPE OF 1:48. 4. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO PERSONS WITH DISABILITIES SHALL BE PROVIDED FROM EACH ACCESSIBLE SPACE TO RELATED FACILITIES. SIGN TYPE A� i 9' MIN. MIN. O STRIPING FOR SINGLE STANDARD ACCESSIBLE PARKING VAN PARKING SPACES SHALL BE PERMITTED TO BE 108 INCHES (9'-0") WIDE MINIMUM WHERE THE ACCESS AISLE IS 96" (8'-0") WIDE MINIMUM ACCESSIBLE PARKING SPACES SCALE: 1 /16"=l'-0" 3'-0" NOTE: THE CENTERLINE OF THE SYMBOL SHALL BE A MAXIMUM OF 6" FROM THE CENTERLINE OF THE PARKING SPACE, IT'S SIDES PARALLEL TO THE LENGTH OF THE STALL AND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING STALL (CBC 11 B-502.6.4.1) PAINT SYMBOL WITH TWO COATS HEAVY DUTY WHITE TRAFFIC PAINT BACKGROUND TO BE TWO COATS HEAVY DUTY BLUE TRAFFIC PAINT ACCESSIBILITY PARKING SYMBOL SCALE: N.T.S. 17" MINIMUM 24" RECOMMENDED UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNERS EXPENSE TOWED VEHICLES MAYBE RECLAIMED AT INSERT ADDRESS OR BY TELEPHONING INSERT TELEPHONE NUMBER w � z 2 z o _ U zNi w Ct N SIGN TYPE C: UNAUTHORIZED VEHICLE WARNING SIGN ACCESSIBLE PARKING SIGNAGE & UNAUTHORIZED VEHICLE SIGNAGE SCALE: 1 1 /2"=1'-0" UNAUTHORIZED VEHICLE WARNING SIGNAGE 1A. MUST BE POSTED CONSPICUOUSLY AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR 1B. POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH ACCESSIBLE STALL OR SPACE. 2. THE PHONE NUMBER OR ADDRESS WHERE TOWED VEHICLES CAN BE RECLAIMED IS POSTED IN THE APPROPRIATE LOCATION ON THE SIGN AND IS A PERMANENT PART OF THE SIGN. 3. THE SIZE OF THE LETTERING IS A MINIMUM OF 1" IN HEIGHT. 20'-0" WASTE BIN A RECYCLE BIN TRASH ENCLOSURE SCALE: 1/4" = 1'-0" CORNICE PAINTED TO MATCH P1 PAINT STUCCO PAINTED TO MATCH P2-FIELD PAINT 6" CURB r 6" CONCRETE CURB 0 CV ENTRY DRIVE DRILL CONCRETE AT CLOSED POSITION AND AT OPEN 180d. TO ACCEPT CANE BOLTS, TYP. 1/8" THICK PANELS WITH 2" X 4" TUBE STEEL FRAME GATE J L ENTRY DRIVE ACCESS LJ TRASH ENCLOSURE - NORTH ELEVATION SCALE: 1/4" = 1'-0" CORNICE PAINTED TO MATCH P1 PAINT STUCCO PAINTED TO MATCH P2-FIELD PAINT 6" CURB TRASH ENCLOSURE - EAST ELEVATION SCALE: 1/4" = 1'-0" ENTRY DRIVE ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL SITE AND EXTERIOR DETAILS A1.02 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-1107-6th PA Submitta11153948-A111.dwg - Nov 07, 2017, 8:14am - perotty HIGHWAY 17 ON -RAMP SARATOGA LOS GATOS ROAD REFERENCE SITE PLAN SCALE: 1" = 60'-0" LOS GATOS LODGE LOS GATOS LODGE NORTH GRILL 57 RESTAURANT BEST WESTERN 2 STORY HOTEL WITH ELEVATED LOBBY 6 1WEIr OVIA, 11041To�� SA E,_ L 7 E HEALTHCARE Ik 1 SATELLITE HEALTHCARE COMMERCIAL BUILDING LAS CASITAS TOWNHOUSE COMPLEX PUEBLO DE LOS GATOS 2 STORY TOWNHOUSE COMPLEX PUEBLO DE LOS GATOS 3 STORY TOWNHOUSE COMPLEX ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL SITE CONTEXT PHOTOS A1.11 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application 12017-1107-6th PA Submilta11153948-A112.dwg - Nov 07, 2017, 8:14am - perotty AUTUMN 9 A.M. SCALE: N.T.S. AUTUMN 12 P.M. SCALE: N.T.S. AUTUMN 4 P.M. SCALE: N.T.S. WINTER 9 A.M. SCALE: N.T.S. WINTER 12 P.M. SCALE: N.T.S. WINTER 4 P.M. SCALE: N.T.S. SPRING 9 A.M. SCALE N.T.S. SPRING 12 P.M. SCALE: N.T.S. SPRING 4 P.M. SCALE: N.T.S. SUMMER 9 A.M. SCALE: N.T.S. SUMMER 12 P.M. SCALE: N.T.S. SUMMER 4 P.M. SCALE: N.T.S. 1� ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL SHADOW STUDIES A1.12 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-1107-6th PA Submittal1153948-A211.dwg - Nov 07, 2017, 8:14am - perotty rn F) 0) w 0 w 0 w 0 01 01 w 0 '-3" i c4). 330'-0" 8'-6" 21'-6" 5'-0" 11-6' 3'-6" 11-6" X i 25'-0" 30'-0" 6'-0" 6'-6" 6'-0" i 11'-6' i 30'-0" 30'-0" TYP. TYP. 4'-0" i 30'-0" 11-6" 4'-0" 11'-6" 4'-0" 8'-3" ICICE 2'-11 "/Th r—r 6'-1" 8'-3" 3'-6" 11-6" 3'-6" 11-6" 3'-6" 11-6" 3'-6" 8'-3" 4'-8" 4'-5" M 0 i 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" i 9'-5" 5'-7' STA R # 7'-10" 6'-6" 5'-2" J ELEV LOBBY 101 LOBBY 100 —12'-6" — 102 9'-5" 5'-7" 9'-5" I� WOMEN'S �1® 103 dpd MEN'S 105 6'-06'-6" 3'-8" 6'-6" 3'-8" 6'-6" 6'-0" i 00 =11 1nI II II I mi SHOWER 104 XX SHOWER- 106 u 1p_. III II III I 9'-5" 5'-7" 9'-5" FIRST LEVEL F.F. 336'-6" II1 II Ifs �I 5'-7" 6'-6" 6'-6" i TYP. r,r= uul..0 o' 11'-6" EIIimv ICIECII 'Ii l i i M-V 3'_6" 5'-4" 11-6" 3'-6" 11'-6" 3'-6" 11'-6' 3'-6" 11-6' / 5'-2" 3'-6' 1 11'-6" 8'-3" 5'-9" ELEC RM 3: 0) FIRST FLOOR PLAN SCALE: 1/16" = 1'-0" KEY NOTES NOT ALL KEYNOTES MAY APPLY 0 EXTERIOR GLAZING SYSTEM; SEE BUILDING ELEVATIONS FOR DETAILED DESCRIPTION 0 EXTERIOR WALL; SEE BUILDING ELEVATIONS FOR DETAILED DESCRIPTION OSTRUCTURAL CONCRETE COLUMN OENTRY DOORS OEDGE OF BALCONY AND WROUGHT IRON GUARDRAIL ED EDGE OF BALCONY AND MANSARD ROOF OLINE OF MANSARD ROOF ABOVE ED ROOF ACCESS LADDER OMECHANICAL SHAFT 10 TRELLIS ABOVE ED LINES OF CANOPY ABOVE ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL FIRST FLOOR PLAN A2.11 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-1107-6th PA Submitta11153948-A212.dwg - Nov 07, 2017, 8:14am - perotty F) 01 W L i 2'-11" 8'-6" 3'- rr 21'-6" 5'-0" 2'-10" " 3'-6" '2'-10" i 25'-0" 2'-10" 3'-0" 30'-0" c4). 11'-6'' i 3'-6" 11'-6" ,r BALLNY 30'-0" 30'-0" i 3'-9" 4'-0" 4'-0" 1 V-6" 1 V-6" 8'-3" 7'-10" 6'-6" 10'-4" 3'-6" 330'-0" 30'-0" i 5-2" 9'-5" 5'-7" ELEV LOBBY 201 204 —STAIR #1 30'-0" 30'-0" 3'-8" 3'-8" 9'-5" 5'-7" 9'-5" 6'-0' 6'-6" 6'-6" 6'-6" 6'-0" 30'-0" 30'-0" 9'-5" 5'-7" 9'-5" 5'-7" 6'-6" 6'-6" SECOND LEVEL F.F. 350'-3" 2'-10" 2'-10" i 30'-0" 11'-6" 3-6" 11'-6" 3'-6" 8'-3" 5-1" 2'-10" SECOND FLOOR PLAN SCALE: 1/16" = 1-0" KEY NOTES NOT ALL KEYNOTES MAY APPLY O O CD O O O O O O 0 CD1 EXTERIOR GLAZING SYSTEM; SEE BUILDING ELEVATIONS FOR DETAILED DESCRIPTION EXTERIOR WALL; SEE BUILDING ELEVATIONS FOR DETAILED DESCRIPTION STRUCTURAL CONCRETE COLUMN ENTRY DOORS EDGE OF BALCONY AND WROUGHT IRON GUARDRAIL EDGE OF BALCONY AND MANSARD ROOF LINE OF MANSARD ROOF ABOVE ROOF ACCESS LADDER MECHANICAL SHAFT TRELLIS ABOVE LINES OF CANOPY ABOVE ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL SECOND FLOOR PLAN A2.12 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-1107-6th PA Submitta11153948-A231.dwg - Nov 07, 2017, 8:14am - perotty �F J • Ul O 01 0 29'-0" T.O. MANSAR 7 7 7 7 7 7 7 .�t t s. rWM ash �WMA1MrMM1 � A+yam-....-... ..w.� - u .� -...- - - -. - - -. ..__ - .. --, �.. ,..,....--- '�` ..... .. .� .... - u 29' 0" .�; ` d\a\a a x� T.O. MANSARD :aa`ia•+,�\a!+`+y le�l a\ia',ad <adi i \ a\a\i i` \a\ai �a\adia`+\ad d ♦ dd \a\a\a\a\� � �dl\a+ \ d\i,i,� ad\ad\��`i�+\id 444 z 7 i 7 7 7 7 (( ((( iS ii( (((((( (((((( liINAIL SILSSA VIS Si ITn1 n TI^�RTTIT 1Wai---.r4MA4MuA41"100" "114~tMA41~1101 IMN//M414M4MA4MMc ---_-- r4M4VMrM14MMr1M4 11WWW WMIMMAAMAhM14VMAAA44MJ ..c.E rr0iMAti4MrMMMAMriM rrM0010~0I MY 0/0 4MIVW4.1i40MhMMih 011"WilMA MMri AAyM IMrM 1A� 0=2:dM1�A11 r4414 r1AMMArrMAMM1MVWMMI► MMM=4•10 M�AMrr11dYM1h1/Mr14�MAMtU44MMM/riMAMAM�MM/4rr/Y► MMrMAMMA� g4Md1100AMr1/1111111AIMrMA4 000 M 7 7 7 RIDGE 7 7 7 7 7 7 l 26'-0" T.O. ROOF 7 7 24'-6" T.O. ROOF 24'-10' T.O. ROOF T.O. PARAPET / RIDGE 0 HS24'-10" T.O. ROOF 26'-0" T.O. ROOF 7 7 7 7 7 23'-7" T.O. ROOF 7 7 7 7 / 7 27'-6" T.O. PARAPET 7 7 7 7 0 0 CD1 TYP. / SLOPE = MIN. RIDGE26'-0" T.O. ROOF IP Z u W a 0 J CO 24'-9" T.O. ROOF 1/4" PER 1'-0" / 30'-0" 24'-10" T.O. ROOF \ Isrff ft lt`4ff t•fsri f �ft 1fff.17 f fff .f.f �ffffr . -eft f� ft f .1 ffi 11111.44.om. ffttftt f� fit'�fff f�� ftV1.f<<f1 fail fftt 4 ,4 ffff Ow -.f �-1 fifilffff ff eft f f f ff rf�ff fff. jf�tffffi fff fff e' ff f fff ft� fttfttf. f� �f f� �f� fZtfffffi f,�fffff• �f��fff i ff,�ftt ffi tfft?ttt1 rfttfftf.or �S ff�r. ftf% -: fir.;:ttfir-:::::::: r11E:Tr::: (f_ ff�f� l:: f �Qf �f fr ertir:VIT ft ��tt ��i IF -tor •-lr-trotiV 14 f<<fff �fi �`ffft f� 8.7444-4.7 if'rfV<< .ii�f f f� Z 4111? tirol • 29-0" .O. MANSARD 29'-0" T.O. MANSARD ROOF PLAN SCALE: 1/16" = 1'-0" KEY NOTES NOT ALL KEYNOTES MAY APPLY SLOPED MANSARD ROOF WITH CLAY TILE ROOFING SYSTEM ROOF DRAINS AND OVERFLOW DRAINS DISCHARGE TO RAISED PLANTER AT GROUND FLOOR FOR STORM WATER FILTRATION EDGE OF BALCONY AT SECOND LEVEL MECHANICAL DUCT DOG HOUSE ROOF TOP UNITS ON WOOD PLATFORM; FINAL SIZE AND LOCATION TO BE DETERMINED ROOF ACCESS LADDER HATCH ROOF SCREEN DARK BRONZE ALUMINUM CANOPY WITH 2" SQUARE BLADES ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL ROOF PLAN A2.31 PROJECT NO: 153948 KEY NOTES NOT ALL KEYNOTES MAY APPLY O O O 0 O 0 O O O 10 11 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-1107-6th PA Submittal1153948-A301.dwg - Nov 07, 2017, 8:14am - perotty CLAY TILE MANSARD ROOF PAINTED STUCCO WROUGHT IRON GUARD RAIL LIMESTONE TILE 1" INSULATED LOW E GLAZING SYSTEM WITH LOW -TINT GLASS IN BRONZE ANODIZED FRAMES WITH EXPRESSED MULLIONS FRAMELESS DOOR/ENTRY WALL MOUNTED SCONCE; SEE 12/- FOR SPECIFICATION RAISED PLANTER DARK BRONZE CANOPY WITH 2" SQUARE BLADES LIMESTONE CORNICE DARK BRONZE TRELLIS diL 30'-6" T.O. MANSARD i�■ ■■ .111 1111 II; WIN MOM NYE :' �t M=M r,.01,,, I _I 5 nna,nnn„nnn�.; 29'-0" 3ARD T.O. ROOF 12'-3" 2ND FLOOR 0'-0" (336'-6") F.F. SOUTHWEST ELEVATION ,Jr Jr Jr Jr 4" 6" MAIN ENTRY WALL SCONCE DIMENSIONS SCALE: 1/16" = 1'-0" v N 4" 6" TYPICAL WALL SCONCE DIMENSIONS OCL INTRUGUE ADA COMPLIANT EXTERIOR WALL SCONCE SCALE: N.T.S. 29'-0" T.O. MANSARD 29'-0" T.O. CORNICE 27'-6" T.O. PARAPET IIII1J11111 .CP. P1.1ss\I\f4 1 1 ■■■ ■■ vl 01TAM V111111111111111111111111111III 1J L11 1111111 11 111111111 Fo of o o ,,.,�,,,,,,,,,,,,,,,,r.,,,,..,..,,,,. nn nnnnnnnnnnnnn 111 1 111 I1 I1 11 1 -� INTIBNIBIIMUIMINIBIAIHIIIIIIAIBIJIJIIAIRMIJIJIMIVIAJ 29'-0" 3ARD T.O. ROOF 12'-3" 2ND FLOOR 0'-0" (336'-6") jik F.F. EAST ELEVATION SCALE: 1/16" = 1'-0" 29'-0" T.O. MANSARD 24'-6" T.O. ROOF 12'-3" 2ND FLOOR 0'-0" (336'-6") F.F. WEST ELEVATION SCALE: 1/16" = 1'-0" 30'-6" T.O. MANSARD 24'-6" T.O. ROOF 2ND FLOOR 0'-0" (336'-6") F.F. SOUTH ELEVATION SCALE: 1/16" = 1'-0" nnnnnn .nrt.nn.,nn,aen.n:.n..nnnn,a.no.s.nn..nssn,n,nnn,:.s,...ennn.ean..Olt ), .,..a.nn..n.,nes...na....,n -nnnnnnnnnnnnnnnnnnnnno... 29'-0" 3ARD T.O. ROOF 12'-3" jib 2ND FLOOR 0'-0" (336'-6") F.F. NORTH ELEVATION SCALE: 1/16" = 1'-0" ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL EXTERIOR ELEVATIONS A3.01 PROJECT NO: 153948 MATERIAL PALETTE G1 GLAZING MANUFACTURER: TYPE: MULLIONS: VIRACON LOW TINT BRONZE (P1) LIMESTONE FINISH TO MATCH MANUFACTURER: DUNN EDWARDS COLOR: DET600 DOLPHIN TALES (P2> PAINT OVER STUCCO FINISH MANUFACTURER: DUNN EDWARDS COLOR: DEC752 BIRCHWOOD (P3) PAINT OVER STUCCO FINISH MANUFACTURER: DUNN EDWARDS COLOR: DET692 KILN DRIED (P4) PAINT OVER STUCCO FINISH MANUFACTURER: DUNN EDWARDS COLOR: DET625 RECLAIMED WOOD (P5) PAINT OVER STUCCO FINISH MANUFACTURER: DUNN EDWARDS COLOR: DE6376 LOOKING GLASS LIMESTONE TILE MANUFACTURER: TYPE: SIZE: CLAY ROOF TILE MANUFACTURER: TYPE: COLOR: P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-1107-6th PA Submitta11153948-A302.dwg - Nov 07, 2017, 8:14am - perotty ARIZONA TILE ROCAS AZUL 12"X24" BORAL ROOFING 1-PIECE CLAYLITE MERLOT BLEND m AgliMillMitall SOUTHWEST ELEVATION SCALE: 1/16" = 1'-0" 111111111111 fitt uIIACT.all fli J lr- Zips Zr trr,;ip TZIEt minimum itl.I1111 i1: i111111111111111111111111 1111 1111 1111 BillMCI MIN i 11 111 111 Him ■ om= ■_ice ■mii�ma MI NI MI lug tl111111111111111111111111111111'IIIIIIIIIIII iIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIllll11111111111111 IIII EAST ELEVATION SCALE: 1/16" = 1'-0" WEST ELEVATION SCALE: 1/16" = 1'-0" SOUTH ELEVATION SCALE: 1/16" = 1'-0" NORTH ELEVATION SCALE: 1/16" = 1'-0" ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL RENDERED EXTERIOR ELEVATIONS A3.02 PROJECT NO: 153948 PREVIOUS REDESIGN PROPOSED DESIGN SHOWN SHADED PREVIOUS REDESIGN AL 39'-6" T.O. ENTRY FEATURE \ PREVIOUS REDESIGN AL 35'-0" T.O. MANSARD PREVIOUS REDESIGN (339') F.F. PREVIOUS REDESIGN P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-1107-6th PA Submitta11153948-A303.dwg - Nov 07, 2017, 8:15am - perotty +30'-6" T.O. MANSARD PROPOSED DESIGN (336'-6") F.F. PROPOSED DESIGN L PREVIOUS REDESIGN MASSING SHOWN DASHED PROPOSED DESIGN SHOWN SHADED (SEE A3.01 FOR FURTHER INFORMATION) 29'-0" T.O. MANSARD 6 29'-0" T.O. CORNICE Op MASSING SHOWN DASHED 27'-6" T.O. PARAPET (SEE A3.01 FOR FURTHER INFORMATION) / MASSING SHOWN DASHED 9 10 ..m.mayo.ta.oeo.a.n.o.o.o.o.n..n.cum .e,m. .o.m.o.mc._ 11111 1111 I 1 1 1 1 1 1 1 h 1 1 1 i ■ +35'-0" T.O. MANSARD PREVIOUS REDESIGN 4(338') F.F. PREVIOUS REDESIGN +29'-On T.O. MANSARD PROPOSED DESIGN 4 (336'-6") F.F. PROPOSED DESIGN r_______Tra irr L MEr i•I II 1 II II 1 1 I I 1 1 1 1 1- co in -- PREVIOUS DESIGN MASSING SHOWN DASHED I m i 511111111I11 1 r- 9 N Sivaneannnnneannnnnnnnnnneannnneannn neaneaeannneanneaeaeaneannneanneinnnnneanevannneaei NM - 11 r 1 — PREVIOUS DESIGN MASSING SHOWN DASHED I IIIC PIl RIR RIP Iq IC RIR )Iq RI qIn PIO RI II RIR MIL MINIM 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I PROPOSED DESIGN SHOWN SHADED (SEE A3.01 FOR FURTHER INFORMATION) 11111 L1111 11 111� 111111 11 111 Lf r; �I 1 1.0",, n/K9LfG_KKKK9L9GE14.1. 1L9LK9L9LKKKKK9LfLKKK9.n.Z.1L9aL9LKKK9L ZyLIZIT_1CKSL1LaLK9LK1LIL1L1LfLKK9LtL_1LSL9L9L9L9LKKKKKILKKKILILKKIL]LKKlLK1LlL9LKKKILLOZY}LKentLGIL_1L1LeP9FlLK1.antaZIL CKKSL1LK1Z1Z1.6nr.e,/KILKKKS41, LILKKKKSCK9LKK9LKKe 14,041L rtenne1LlL1LK9L1LKKK1f..V.1LKILILK CUCLe neten.anLKK,CLP.KKKK/ZILLCVALIRZILIZILKK1LILlL1L16LKKKKIL_9LK LIL9LILLL ti PREVIOUS DESIGN PROPOSED DESIGN SHOWN SHADED MASSING SHOWN DASHED I (SEE A3.01 FOR FURTHER INFORMATION) 0 Eo I—r 1—I 35'-0" T.O. MANSARD gir PREVIOUS REDESIGN +29'-0" T.O. MANSARD IV PROPOSED DESIGN (339') (336'-6") i F.F.F. F.F. PREVIOUS REDESIGN PROPOSED DESIGN SOUTHWEST ELEVATION SCALE: 1/16" = 1'-0" AlliL +29'-0" T.O. MANSARD PROPOSED DESIGN 5 PREVIOUS DESIGN MASSING SHOWN DASHED PROPOSED DESIGN SHOWN SHADED (SEE A3.01 FOR FURTHER INFORMATION) 1 +39.-6' /T.O. ENTRY FEATURE PREVIOUS DESIGN +29'-0' T.O. PARAPET PROPOSED DESIGN (336'-6") F.F. PROPOSED DESIGN +35'-0" T.O. MANSARD PREVIOUS DESIGN 38') ( F.F. F.F. PREVIOUS REDESIGN EAST ELEVATION SCALE: 1/16" = 1'-0" 35'-0" T.O. MANSARD PREVIOUS REDESIGN +29'-0" T.O. MANSARD IV PROPOSED DESIGN (339') r -) (336'-6") � F.F. F.F. PREVIOUS REDESIGN PROPOSED DESIGN WEST ELEVATION +30'-6' T.O. MANSARD PROPOSED DESIGN (399,9'') F.F. PROPOSED DESIGN SCALE: 1/16" = 1'-0" J 35'-0" T.O. MANSARD PREVIOUS REDESIGN (339') F.F. PREVIOUS REDESIGN SOUTH ELEVATION PREVIOUS DESIGN PROPOSED DESIGN SHOWN SHADED MASSING SHOWN DASHED (SEE A3.01 FOR FURTHER INFORMATION) in D I01 I� 01 rt III rt � SCALE: 1/16" = 1'-0" +35'-0" T.O. MANSARD lir PREVIOUS REDESIGN +29'-0" T.O. MANSARD PROPOSED DESIGN (336' 6") jik (F.F. F.F. F.F. PREVIOUS REDESIGN PROPOSED DESIGN NORTH ELEVATION SCALE: 1/16" = 1'-0" ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL PREVIOUS EXTERIOR ELEVATION DESIGN COMPARISON A3.03 PROJECT NO: 153948 +++RESTAU1 NT:} .*4+:i4t ��i%!:ii EXISTING GRADE SHOWN HATCHED SATELLITE HEALTHCARE COMMERCIAL BUILDING BEYOND 405 ALBERTO WAY SITE SECTION SCALE: 1" = 20'-0" LOS GATOS SARATOGA ROAD EXISTING GRADE SHOWN HATCHED EXISTING GRADE TOPOGRAPHY SHOWN DASHED LINE OF GRADE AT SATELLITE HEALTHCARE COMMERCIAL BUILDING A1E-RTO WAY— — — 1-------------------- ■- -7 ■■ 1 73;/7i 7 //,/atialA iL7Trf� I---------■ III!IIiIiJPI. ��IIIIIII'�.r��7v�/I■YI f/1!/I� I I GI27G3?.'�J�f�Zy� rl `X�!�'1�1s'G7�J ..7�7&i .r�?.(,Irs'r.7�Y.('frG, l,��Zl f2'(f.'I�WY'SA2U2riM'fl7'3gi �..(Z'L7�.sZfd27�fimlaaamasa aa m �J ► 339.02' //%7%;77%/;%;7i 405 ALBERTO WAY SITE ELEVATION SCALE: 1" = 20'-0" LOS GATOS SARATOGA ROAD / / / EXISTING GRADE SHOWN HATCHED +2s'-0" T.O. MANSARD EXISTING GRADE TOPOGRAPHY SHOWN DASHED +12'-3" SECOND LEVEL 405 ALBERTO WAY SITE SECTION SCALE: 1" = 20'-0" P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application 12017-1107-6th PA Submilta11153948-A401-A402.dwg - Nov 07, 2017, 8:15am - perotty .p m 63 J /; ji%;;/;;- ,// /i?%77%% %77/77 // ON /„/ /,/ / // / „ / / „ / EXISTING GRADE TOPOGRAPHY SHOWN DASHED c� IIIIIIIILIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111 11111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111 1111111111111111111111111111111111111111111 �s:�L�iri�Js.•�L�iri�J: �L�Iri�J'======r�J:�� .A■ ■A■ �7 ■Pf■ mom Imo Immo 1!m ■r7■ 1� �I .. ■■ �■ .. tin .. II II II II .Y■ ■Y■ to ■Y■ 1..� ■Y■ 1--I �� ■—■ �� .—■ �R .-■ ■—■ -- E1 i i1i7'Gi MOO imm MUA MIZPIAMMINIA -----------------I NN IMM f7 f7 I II l,-1 (1_0 r�aG7uunWAINOPZIMINWAPVLlrNiIN101091102 4'-6" MANSARD /i;//i//; //ice//i//ii/rr �i�//i// figtf //,/,//,///,/�///ii/�ii/ii//i�///i /i ii/i�//��//�i/�ii�iii/�ii/i�ii /�//ii/iii/i�i/i%iii%/iii/iii/iii/i,/iiii/i�i/i,/iiii/i�i/i/.'/ii�/i/�i/ice/ii�/ii��i�/ii�/i 'i/�ii/��%�i/�ii/�//i�ii/iii/ /%i/�ii/�ii� ji/�i/ HIGHWAY 17 ON -RAMP ADJACENT PROPERTY ENTRY DRIVE AND PARKING %/i%/,Z,/ ADJACENT PROPERTY ENTRY DRIVE AND PARKING +$:CA TM+ +TOWN:HOMES++. tof 9 CV N 0 • TOWN HOMES* N *SLAB THICKNESSES ARE PRELIMINARY. FINAL THICKNESSES TO BE PROVIDED WITH STRUCTURAL CONSTRUCTION DOCUMENTS *SLAB THICKNESSES ARE PRELIMINARY. FINAL THICKNESSES TO BE PROVIDED WITH STRUCTURAL CONSTRUCTION DOCUMENTS ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL SITE CONTEXT SECTIONS A4.01 PROJECT NO: 153948 N co 4 338.69' F.F. 3-STORY PUEBLO DE LOS GATOS TOWNHOUSE BEYOND OSGATOS. *114OU i% EXISTING GRADE SHOWN HATCHED 405 ALBERTO WAY SITE ELEVATION SCALE: 1" = 20'-0" 338.46' F.F. ;STOR + 'YEM;Y+bpi LOS. GATOS+++++++ 115,440 USE r/0ii��i EXISTING GRADE SHOWN HATCHED 405 ALBERTO WAY SITE SECTION SCALE: 1" = 20'-0" P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-1107-6th PA Submittal1153948-A401-A402.dwg - Nov 07, 2017, 8:15am - perotty ALBERTO WAY ALBERTO WAY //2/ � ii ii iii 21'-9';%'%%';�'%/'%%%%'��%�%�'�%%'��%%�''�%��%��%%%'��%'��%�%%%%;��''''''''''''"";;;;;;';;;;i"vi;40;*;10*4;;;0;;;;;g0;;;*:0225,_,,,„,;;;;„;„;,;,.;,„,,,,,,; izZyiiii! 7,,/-7, 77/, +29'-0" T.O. ENTRY FEATURE +12'-3" SECOND LEVEL • ,T / /� // ,/ � //i�iii�i//iiYiiii�iii;i,r'Y,/iy/i�i�iii�ii!' iL1iL�/�/,/�/i�1L,L! ��/l/y1��clw1..,�,,i��.�,,.,,�i/„/L�/�/�iL= ��/ L,..iZ/� �J zZz /EXISTING GRADE TOPOGRAPHY SHOWN DASHED EXISTING GRADE TOPOGRAPHY SHOWN DASHED HIGHWAY 17 ON -RAMP HIGHWAY 17 ON -RAMP *SLAB THICKNESSES ARE PRELIMINARY. FINAL THICKNESSES TO BE PROVIDED WITH STRUCTURAL CONSTRUCTION DOCUMENTS ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL SITE CONTEXT SECTIONS A4.02 PROJECT NO: 153948 w 0 w 0 0 P:12015 Jobs\153948 401-409 Alberto Way101-Planning Application12017-1107-6th PA Submittal\153948-AP211.dwg - Nov 07, 2017, 8:15am - perotty 8'-6" 21'-6" 5'-0" 25'-0" 8'-6" 21'-6" 24'-0" 30'-0" STAIR #2 30'-0" 30'-0" QAV�'i/ ❑ CM/LF9/ F'/LE/ CA/iLEI d ❑� N RAHA[H� Fir/ PAEKD& FEU FEV FAR[OE (2) STALLS @ 4'-6" (3) STALLS @ 4'-3� ♦ ♦ ♦ 11 8'-6"=17'-0" 8'-6" = 25'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" // 1/AVM IryLld /EM//M1 �III 3) STALLS @ 8'-6 = 25'-6' 4'-6" 3) STALLS @ 8'-6" = 25'-6' (3) STALLS @ 8'-6' = 25'-6" TYP. (3) STALLS @ 8'-6" = 25'-6" AIM fits/Ar75 //\i /ftV5 fit/AM3 (3) STALLS @ 8'-6" = 25'-6" (3) STALLS @ � I � 8'-6" = 25'-6" ♦ (3) STALLS @ 330'-0" 30'-0" PARKING / / ELEV LOBBY 30'-0" (3) STALLS @ 8-6' = 25'-6' 1:18 RAMP (5.25% MAX) 30'-0" 4'-6' (3) STALLS @ 8'-6' = 25'-6' 4'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" (3) STALLS @ 8 -6" = 25'-6 ♦ ♦ ♦ ♦ / / II1II 4'-6" (3) STALLS @ 8'-6' = 25'-6" 4'-6" (3) STALLS @ 8'-6' = 25'-6" ENVY V / i lAR1! PC, 30'-0" / ART /AV/0 aKIAltV' d JJ /A31!itV 4'-6" (3) STALLS @ 8'-6' = 25'-6" 4'-6" (3) STALLS @ 8'-6' = 25'-6" _ 4'-6" P-1 LEVEL 326' TYP. q P. N CO 2'-3"fl 8'-6" 4' 16" (3) STALLS @ 8'-6" = 25'-6" 4' 16" (3) STALLS @ 8'-6" = 25'-6" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 4' 16" (3) STALLS @ 8'-6" = 25'-6" 4' 16" (3) STALLS @ 4' 16" (3) STALLS @ 8'-6" = 25'-6" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 4' 16" N/21 KEY NOTES 30'-0" (3) STALLS @ 30'-0" / / / PARKING LEVEL P-1 : 137 PARKING STALLS SCALE: 1/16" = 1-0" NOT ALL KEYNOTES MAY APPLY 0 0 0 0 STRUCTURAL CONCRETE COLUMN 0 RAMP TO SITE LEVEL PARKING LONG TERM BICYCLE STORAGE 0 STALLS RESERVED FOR CAV/LEV/FEV PARKING CONTINUOUS CURB WHEEL STOP; OPPOSING RANKS OF PARKING STALLS TO BE SEPARATED BY RAISED CURBED ISLAND LINE OF BUILDING ABOVE SHOWN DASHED / / / ARC TE ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL PARKING LEVEL P-1 AP2.11 PROJECT NO: 153948 w O w 0 P:12015 Jobs\153948 401-409 Alberto Way101-Planning Application12017-1107-6th PA Submittal\153948-AP212.dwg - Nov 07, 2017, 8:15am - perotty / 5'-0" J v 24'-0" 21'-6" (2) STALLS @ 8'-6" = 17'-0" (3) STALLS @ 8'-6" = 25'-6" 4'-6' a STAIR #2 P207 O TYP. (2) STALLS @ 8'-6"=17'-0" (3) STALLS @ 8'-6" = 25'-6" 4'-6" (3) STALLS @ 8'-6" = 25-6' (3) STALLS @ 8'-6' = 25'-6" —v g _6 4' 6" (3) STALLS @ 8'-6" = 25'-6" 4'-16" (3) STALLS @ 8'-6" = 25'-6" 4'-6" (3) STALLS @ 8'-6" = 25-6" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" fr4 (3) STALLS @ 8'-6" = 25'-6" 1:18RAMP (5.25% MAX) 1111. (3) STALLS @ I 8 -6' = 25'-6" 330'-0" 30'-0" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 30'-0" 34'-6" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 30'-0" 30'-0" Zn 4 S (3) STALLS @ 8'-6" = 25'-6" 8'_6" [4.6» • 8'-6" = 25'-6" w zo 4 S KEY NOTES 30'-0" 30'-0" / / / / / / PARKING LEVEL P-2 : 123 PARKING STALLS SCALE: 1/16" = 1-0" NOT ALL KEYNOTES MAY APPLY 0 0 0 STRUCTURAL CONCRETE COLUMN 0 RAMP TO SITE LEVEL PARKING LONG TERM BICYCLE STORAGE 0 STALLS RESERVED FOR CAV/LEV/FEV PARKING CONTINUOUS CURB WHEEL STOP; OPPOSING RANKS OF PARKING STALLS TO BE SEPARATED BY RAISED CURBED ISLAND LINE OF BUILDING ABOVE SHOWN DASHED / / / ARC HITEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL PARKING LEVEL P-2 AP2.12 PROJECT NO: 153948 C:1Users\Mattlappdata1localltemplAcPublish_54441Pre1726R7.dwg - Nov 17, 2017, 10:58am - Matt DG path or enhanced garage decking around the building Landscape planting over the garage structure below New street frontage sidewalk Retaining wall per Civil Engineer New planting along each side of the new sidewalk Existing trees in Cal Trans right of way to remain Flowering Cherry accent trees Amenity space of enhanced paving and synthetic turf with seating and dining areas made up of seating pods Separated street sidewalk with parkway strip between street and sidewalk Continuous row of street trees Bicycle lane O 0 Limit of garage below Upright evergreen Flowering Cherry screen trees accent trees Entry cat-rtyard v'ith s atirig and container planting sp..rves as \extended lobby Flowering Cherry accent trees Apitifalpala r 1 ►�: 4#i '# �# ► 4,0t, '►ate• w p, !'i,r MVP, IMI .olttt. it" 41117 Alr iiiiiiii 44. Small grouping of Flowering Cherry trees Bike racks for short term bike parking (18 spaces) Clear vision triangle - plants to be less than 36" in height with trees pruned above 7'-0" typ. Enhanced paving - Colored and scored concrete paving with accent bands Accent band continues through the landscape Enhanced paving - Pavers Upright evergreen screen trees Highway 17 On - Ramp Circular concrete seating blocks 1 147.24$448nIPAIP%"* ♦ t / ■■■\. kt.a■ik .. N„,,/ 1re■■■■■. !101.i■■■ �• ! 1 �.Ar.'■■�l 1 IL 44lre Monument sign ADA path of travel from the building to the street Continuous row of street trees Trees as shown on this exhibit represent growth approximately 5-7 years after installation Existing trees in Cal Trans right of way to remain Large evergreen trees - Live Oaks -Enclosure fence with gate Stormwater treatment in raised planter Limit of garage below Upright trees in synthetic turf in Dog Park Vines planted on existing wall Dog park enclosure fence Dog park with synthetic turf and agility course - 5,400 sf Large amenity / flex space with enhanced concrete paving, seat wall and Colonnade Flowering Cherry Trees enclose amenity patio and create buffer to garage ramp Patio with trellis at entrance to the dog park Dog park vestibule and enclosure fence Curved low fountain pool with cascading waterfall Curved concrete wall that rises from seat wall height to fountain wall height Seating areas with fire pits Row of narrow upright evergreen screen trees Row of accent trees in tree grates Stormwater treatment Trees, shrubs, and vines to screen the trash enclosure -Vine covered trash enclosure Clear vision triangle - plants to be less than 36" in height with trees pruned above 7'-0" typ. Separated street sidewalk with parkway strip between street and sidewalk Aerial View NORTH Scale: I" = 20'-0" 0' 10' 20' NORTH Not to scale 40' ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LANDSCAPE ARCHITECTURE PLANNING 151 N. Norlin St. Sonora, CA 95370 (209)532-2856 (209)532-9510 fax LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL 11.17.17 PLANNING RESUBMITTAL PRELIMINARY LANDSCAPE PLAN L0.1 PROJECT NO: KLA 15-1726 C:1Users\Mattlappdata1localltemp1AcPublish_54441Pre1726R7.dwg - Nov 17, 2017, 10:59am - Matt Evergreen hedge Low growing grasses and groundcover Flowering Cherry accent trees Enhanced paving - permeable pavers Retaining wall Row of upright evergreen screen trees Evergreen hedge Separated sidewalk Bicycle lane Continuous row of street trees Short term bicycle parking (18 spaces) Planted containers and outdoor seating to expand interior lobby space outside Accent planting with a variety of leaf color, form and texture Flowering Cherry trees in raised planter Seat wall with raised planter Accent flowering plants and grasses Flowering Cherry accent trees U IMMENNEMENIkii, IMMENNIMINIMEM, iuuuuuuuuu 11I■E■■■■■■F 11ENNENtlimr ril �i■ MMENi ■/I■■\.ilmEmEni, �� '.■sir■■is' Erinttnilw"ooti III � ..,,�r,,;,,►„�,1►, Square grid permeable pavers - uniform color Colored concrete paving accent bands Driveway apron per City Standards Enhanced tile orstone -.paving at end Raised planter with low accent plants I■PEI■■E■EK\ •UIU•IUL VINLea""”kiliallr 1111ffr ler '11 11 ma 4t143\- 4,04: 0 Circular concrete seating blocks Raised planter to enclose the amenity space I 1 Raised planter separation for outdoor patio D Ariommombh:ignigniami Nw) iIMMEMICIOWNIO.— Ask ilhiiMMENSklIMEMMOr ---------- A "I "I.Mft, lia4141 11111, 111\11/ Retaining wall at ramp Ramp to parking garage below " Water wall" fountain feature Fire pits and sectional furniture Flowering Cherry trees in raised planter to create enclosed feeling at amenity space Limit of garage below Trees in tree grates Colored concrete Accessible stalls Enhanced paving - permeable pavers Circular colored concrete accent bands continue through the site and plaza spaces Accessible Path of Travel to the street Street trees and low groundcover in parkway strip along Alberto Way Trees as shown on this exhibit represent growth approximately 5-7 years after installation NORTH Scale: I" = IO'-O" ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LANDSCAPE ARCHITECTURE PLANNING 151 N. Norlin St. Sonora, CA 95370 (209)532-2856 (209)532-9510 fax LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL 11.17.17 PLANNING RESUBMITTAL ENLARGEMENT PLAN L0.2 10i° PROJECT NO: KLA 15-1726 C:1Users\Mattlappdata1localltemplAcPublish_54441Pre1726R7.dwg - Nov 17, 2017, 10:59am - Matt Curb and gutter - see Civil New concrete sidewalk Engineer's plans Second level patio - see Architect's plans FFE 336.50 Garage Street trees Parkway strip with low groundcover - no shrubs above 36" with the clear vision triangle Alberto Way UM. ls'/ —i1:Jl—aJ_13t�Rr- `t— If n It Ia �0. —itI 11=11—I J.-1L—I=l 4€ JI II t1i^11J-=11=JLllr L I = 11—J_ 11 r y_11�1 T14l�7Il %1I 1 =1I= 111 ... 1II=a11111€If.if 11 =11111 111:11 11= .II ICvIr = II 11 Cascading water weir (Schematic example) Plaster veneer wall with precast cap Flowering Cherry Trees in Raised Planter Building exterior - see Architect's plans Raised planter wall with plaster veneer and precast cap to match architecture Raised planter over structure with monoculture planting .. (A,N\%104% "Water Wall" fountain feature - wall transitions down to seat wall - see plan Large plaza space - pavers or colored concrete topping slab over garage shell below Colored Concrete Sidewalk topping slab Circular colored concrete seating blocks Large plaza space - pavers or colored concrete topping slab over garage shell below Concrete garage shell Upright evergreen screen trees Grass like planting in foreground of hedge Evergreen hedge Concrete retain wall - see Civil Engineers plans Low planting at parking lot T r =11 11;1 -- . — —— — _ —tE , 1 =III -IF 11t= _ II I1..... II ,. .6i i .Id .tft^,11..^.1.1^u--^1t^ta Il aru^asrae—ea .acrsa� ...: ..., .. —.a. .r. .d ... —1 " I' �I J—tI1=1I=11=U-II-II= 1 I1-II—II I=lr—Jr -1. f TI I1.-1I wri I -II III=III1-11 umir Ih .1fsQ`—` -Y J'"I��"'ICr1I'��11�L—�� .�r.�11`- .IL� Garage • c 43" 6 Concrete garage shell Colored concrete paving at ADA parking stall 335.80 Upright accent trees in front of building Permeable pavers in drive aisles and non ADA parking stalls ■■, 336 70t. 1111111 X 1 ! f\ �-'lle-11 It e1—IL ar.' .. �. 335.50 u—. II�.�1--. = I J1=iL=J1Yl1=1L=11r L 11 11:.1i-1[.=.n=uu- t al a It ,� tt If:; 4 —"Win= —I �I �4�4-p' 1 I1 II=11J�iIc11-f1�11-11-U-11 ; 11`�ll 111=11`1I it it 11 11 1I Ir ':II =11 1[=i1 I[-t[�u tt, Y1= tt=r,—�1 ra a, 111111;111t �r 1-11111- If 1LII 11— I ` I I ,1 rr,— t=- — — —11=1, .11:411 11= I€ FAIL =11 11- i1 JI-'•Tri4H E4=1�I i. 4=�If 1=11 I1;;i i.i f% RoII- 1r'I--11: .11:=t- Low groundcover planting Evergreen hedge Concrete garage shell Flowering Cherry trees to create backdrop to water feature Narrow upright trees to line the garage ramp Grass like planting below bamboo in raised, over -structure, planter Evergreen hedge Garage Ramp Existing trees to remain Existing CMU block wall along property line to remain Concrete walking path around site -- it t1=1tl , iY iY II 11=ii 11=,1111R11i11 11 :41=f.1 YI ,-=1 it 11=11-[I- JL 11—dY=1Y ,L11=11 11=11=1 "�. 1 11= I 11— l C[=tiI!1511=tl11Yr11 .. . �iY 11 — — � 1C` t[ YY -'Ytl li a=i� atl Yu�-ai tlY-iY=1Y li'=il [d it=Yd a 'Y` tY n-tr tlY a, -gtl tla al"tl t li-.- III 1=11 1i 11 11=11 11 .11=11 11=1l CI 11-11 11=11-11=11 11=11. 11- 11 Cl .11=11 Il 11—C1 IC=iI It tli JL =JL--1.= =IL=11I Ias QICE, :-11 Cl -1=II IC=Ci li 8-11 �I= qt7r1=LIAI Upright evergreen screen trees Street trees Evergreen hedge Permeable pavers in drive aisles and non ADA parking stalls Storm -water filtration planter per the Civil Engineer's plan - grasses and approved filtration species Scale: 3/I6" = Section ,A, Planting is shown at 5-7 years growth Alberto Way Y1111r !''. I y� �� : A1.7 �►` usf�rllff� tY' W- a rltl ��7 Il 11 -.II IL'.11-1, 11 .II—ll..k1-11ri I1.-ll 11. o-- aaa l l— `�.i .a—, .as gr.--t��la tY Yr—IY�t�=u=ilCu=il= =11 1 11=M: JL .f1 1=11. IL= =- — =' = j11=11. 1L :11.-11 =11=11-11 1 .11 ll. ;il:FYI..II=iY:=ll�li=11=11� =i1=tC=J1-11111A.Tai -II:'11� =111-11= = c' I — _ _ ►= -1;= 7I= `-1 TL=1i 1=�1111=1111 11-4-Ir-11=E=1 I_1r1--11-11 11= 11 �: 11 �_ =1lnl - - t —�1 J "_ -- li ,1=i1=1tYY-11:-11=i1=1[ [r=1r = = — Building exterior - see Architect's plans Colored concrete topping slab over garage shell below FFE 336.50 Garage Section 'C' Grass like planting in foreground of hedge Colored concrete accent band continues through landscape planters New concrete sidewalk Parkway strip with low groudcover - no shrubs above 36" with the clear vision triangle 0 O ctr c // Alberto W Curb and gutter - see Civil Engineer's plans Section 'B' Scale: 3/16" = 1'-0" Planting is shown at 5-7 years growth Trees as shown on this exhibit represent growth approximately 5-7 years after installation Highway 17 On - Ramp a y F ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LANDSCAPE ARCHITECTURE PLANNING 151 N. Norlin St. Sonora, CA 95370 (209)532-2856 (209)532-9510 fax LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL 11.17.17 PLANNING RESUBMITTAL SITE SECTIONS L0.3 PROJECT NO: KLA 15-1726 Scale: 3/16" = I'-O" Planting is shown at 5-7 years growth C:1Users\Mattlappdata1localltemp\ AcPublish_54441Pre1726R7.dwg - Nov 17, 2017, 11:00am - Mat Existing trees and shrubs/ groundcover within the Right -of -Way to remain to the greatest extent possible Tubular steel guardrail/fence along the top of the retaining wall New concrete sidewalk Parkway strip with low groundcover Curb and gutter - See civil engineer's plans 348.02 -'—;Il�lf IIII-11 11— =i1=.1JL 11=I1:=U Il^:=iI i 1'=1 W411� Los Gatos Saratoga Road Concrete retaining wall - See civil engineer's plans New native and naturalized shrubs along • 1-,11 �Y L -,¢ t .11 /1 I ll= '-'11,¢, _ 11 11=11 11-11 11011=11`-71. Jtr-. L .. -• -1 - I-J1=111 Fl l�l I! II llz 1 .111111 Nllii� k 5+� .0 .11 11 it 11 11 ¢I the edge of the new retaining wall Existing elevations to remain on adjacent property p p Y Existing swale to remain Existing trees and shrubs/ groundcover within the Right -of -Way to remain to the greatest extent possible Tubular steel guardrail/fence along the top of the retaining wall New concrete sidewalk Parkway strip with low groundcover Curb and gutter - See civil engineers plans Los Gatos Saratoga Road Existing trees and shrubs/ groundcover within the Right -of -Way to remain to the greatest extent possible 345.50 AfffP7. 11I'1i 1 P11P �I'P� Concrete retaining wall - See civil engineer's plans New native and naturalized shrubs along the edge of the new retaining wall Existing swale to remain Existing elevations to remain on adjacent property -h`Il LI II 1.1 1 11 I: I = 1.7 I1= 11,b I!. I II=11=Fi 7F- Jl if Ilr:, JL It II _ 11= .IL 1 =If= _1 = _o. - II .iu 11 i+ `I liw]I -; IF-II•II I{!I 1,= l ¢��1 11:=1111�- mi�-11A1 ' -ir7- 1 - -11-1' 1. 1 t{ i11: — �11, filll—�lt11 ¢1i111 9¢'1=III�11-1l "11!1ul� .l==�I 1I11-111 ff 11.1i=-l�__ 1I-1 1=1 1 ,,,..... ;11.111-1 Walking path around building over garage shell 4, Existing trees to remain Existing trees and shrubs/ groundcover within the Right -of -Way to remain to the greatest extent possible —I 1=11 I- Existing swale to remain Existing elevations to remain on adjacent property Garage Planted slope with retaining seat wall to create edge for amenity space Mixture of synthetic turf and enhanced concrete paving in amenity space Existing trees to remain s.--- , 111 11,11 111-T1III, 111.1, 111- 11II y Ii ll�� Seating pods and outdoor dining with similar theme to carry the landscape concept throughout the site • w. 14=■ 11:�:11=11 FI ,—FI-1Ft^ r r�FF—:II�t-;IF i1 iY;—lli:--II 11=� 1 r;11=11 Il. llr1=UPJi..lillli ;1I=11 11 r11R1HP Il11=11=. 1=ll=1 ILli..11#11*il*'iE. ll*l — I „ r :11 11=II t Ball—ll= 1 =11, 1=11 = - . lt- - Scale: 3/I6" = I'-O" Retaining wall to allow existing grade to remain unchanged to greatest extent possible - see Civil Engineer's plans Building exterior - see Architect's plans Raised planter wall with plaster veneer and precast cap to match architecture -111=II I I � Storm -water filtration planter per the Civil Engineer's plan - grasses and approved filtration species FFE 336.50 Concrete garage shell Non -living groundcover over garage shell Section 'G' Scale: 3/16" = 1'-0" Planting is shown at 5-7 years growth Section 'D' Planting is shown at 5-7 years growth Top of existing grade Walking path around building over garage shell •—III—I, Retaining wall to allow existing grade to remain unchanged to greatest extent possible - see Civil Engineer's plans Building exterior - see Architect's plans Raised planter wall with plaster veneer and precast cap to match architecture Storm -water filtration planter per the Civil Engineer's plan - grasses and approved filtration species FFE 336.50 Non -living groundcover over garage shell Concrete garage shell Scale: 3/16" = 1'-0" Garage Section 'E' Planting is shown at 5-7 years growth Walking path around building over garage shell Existing conditions looking west from Alberto Way at Los Gatos Saratoga Road Site Furnishings - Permanent (mounted) 0 0 Existing trees and shrubs/ groundcover within the Right -of -Way to remain to the greatest extent possible Top of existing grade Garage ■ Building exterior - see Architects plans FFE 336.50 Concrete garage shell Non -living groundcover over garage shell Section 'F' Scale: 3/16" = 1 I-O" Planting is shown at 5-7 years growth Existing landscape between project site Existing landscape along the edge and Los Gatos Saratoga Road Los Gatos Saratoga Road A I b Trees as shown on this exhibit represent growth approximately 5-7 years after installation Highway 17 On - Ramp erto vvay ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s)sole risk and without liability to ARC TEC and ARC TEC's ty consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LANDSCAPE ARCHITECTURE PLANNING 151 N. Norlin St. Sonora, CA 95370 (209)532-2856 (209)532-9510 fax LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL 11.17.17 PLANNING RESUBMITTAL SITE SECTIONS L0.3a PROJECT NO: KLA 15-1726 C:1Users\Mattlappdata1localltemplAcPublish_54441Pre1726R7.dwg - Nov 17, 2017, 11:00am - Matt 0 Asstdki Circular modular seating element DG texture or Chem stain on top garage of deck for "natural" trail around building Natural Gray Pedestrian Concrete and Driveway Apron �a� o '/,' Non -Living Groundcover A BFR O 141A Y Permeable Vehicular Interlocking Pavers - Unique Color in Entry Circle Stone/Tile Pavers over Garage at Building Entry - Two types with contrasting color, material, and pattern HIGHWAY 11 ON -RAMP r � -- i . -ram -• � v �� v� � AMIE& AVNAtt 4,, SO ♦��1 �� I■■■■■■■�\ ® ® w ��.--�..7i�O�j ��i��O�j��p��0 • 111 \ \■■■1r/ ��►;��1��.�!��j;��ji� �j��j 1; �!��j� �i� �!��1 ��ji� ji IiJJ! i ♦ii��O�y<♦p��0��<Iv��♦p'►,.�i�p�� ♦yi♦ �?gip♦�E� � �ii'►Air Vi�Ai� �ii1'•'♦i� ��.� �>� bid �atriamart;.: Vehicular Colored Concrete - ADA Stalls Colored Concrete Sidewalk with saw cut grid score joints - vehicular and pedestrian areas to have the same color and texture ri Pavers or Concrete Topping Slab over Garage Below - Type I - enhanced color and texture to contrast with Type II Pavers or Concrete Topping Slab over Garage Below - Type II - enhanced color and texture to contrast with Type I Colored Concrete Circular Band - 2 finishes of contrasting color - Vehicular and Pedestrian Grade - Width, color, and texture to be consistent between vehicular and pedestrian applications r Vehicular Natural Gray Concrete - Ramp and Trash Enclosure Truncated Domes 1 NORTH Scale: I" = 30'-O" 0' 15' 30' 60' ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LANDSCAPE ARCHITECTURE PLANNING 151 N. Norlin St. Sonora, CA 95370 (209)532-2856 (209)532-9510 fax LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL 11.17.17 PLANNING RESUBMITTAL PAVING MATERIALS L0.4 PROJECT NO: KLA 15-1726 0 J C:1Users\Mattlappdata1localltemp\ AcPublish_54441Pre1726R7.dwg - Nov 17, 2017, 11:00am - Mat 0 rn� 0 i7 ALB O WAY I■■ME■■ENEk '1=MENu•••1 HIGHWAY 11 ON -RAMP lj 1j ii I Landscape Lighting Legend Symbol Type e Low voltage underwater fountain up -light - FX LL-BLED-BS - 4.2 Watts `/ Low voltage bullet up -light - FX NP-BLED-BS - 4.2 Watts el Low voltage well light - FX FG-SLED-Re-BS - 12.0 Watts AI Low voltage wall down light - FX PD-2LED-BS - 4.0 Watts Pedestrian scale 10' pole light - Landscape Forms Alcott fixture with LED lamp - 57.4 watts, 120 VAG. NORTH Scale: I" = 20'-0" O' 10' 20' 40' ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LANDSCAPE ARCHITECTURE PLANNING 151 N. Norlin St. Sonora, CA 95370 (209)532-2856 (209)532-9510 fax LOS GATOS, CA 95032 DATE 05.15.15 07.23.15 10.05.15 02.05.16 02.19.16 02.08.17 03.09.17 11.07.17 11.17.17 DESCRIPTION PRELIM PLANNING SUBMITTAL PLANNING SUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL LOW LEVEL LANDSCAPE MOOD LIGHTING L0.5 PROJECT NO: KLA 15-1726 C:1Users\Mattlappdata1localltemp\ AcPublish_54441Pre1726R7.dwg - Nov 17, 2017, 11:00am - Mat PLANT SCHEDULE TREES LAU SAR MAC LIT POD SRC. POD CRA PRU SNO PRU AKE QUE ACR THU OGG TIL GDR SHRUBS } ANI EME O GH 0 0 GAL KAR GEA YAN GIS PUR DIA VAR LIC TEX MAR BEA PIT VAR RHA EVE € ROS WHI VINE/ESPALIER • FIG PUM BOTANICAL NAME Laurus nobilis 'Saratoga' Magnolia grandiflora 'Little Sem' Podocarpus graci I for Podocarpus graci l for Prunus serrulata 'Snow Goose' Prunus x yedoensis 'Akebono' Quercus agrifolia Thuja occidental's 'Emerald' Tilia cordata 'Corinthian' BOTANICAL NAME Anigozanthos x 'Bush Emerald' Galamagrostis x acutiflora 'Karl Foers Geanothus griseus horizontal's 'Yankee Gistus x purpureus Dianella variegata Ligustrum japonicum 'Texanum' Mahonia bealei Pittosporum tobira 'Variegata' Rhamnus californica 'Eve Gase' Rosa x 'Flower Carpet White' BOTANICAL NAME FiGus pumila Non -Living Groundcover COMMON NAME Sweet Bay Dwarf Southern Magnolia Fern Pine Fern Pine Japanese Flowering Cherry Flowering Cherry Coast Live Oak Emerald Arborvitae Littleleaf Linden COMMON NAME Bush Emerald Kangaroo ter' Feather Reed Crass Point' California Lilac Orchid Rockrose Dianella Wax Leaf Privet Leatherleaf Mahonia Variegated Mock Orange California Goffeeberry Rose GONT 36" box 36" box 36" box 48" box 24" box 30" box 15 gal 24" box 36" box SIZE Paw 5 gal 5 gal 5 gal 5 gal 5 gal 5 gal 5 gal 5 gal 5 gal 2 gal COMMON NAME SIZE Creeping Fig I gal Mulch to be evenly distributed throughout all shrub and groundcover areas (not turf and Fescue) unless otherwise noted on plans. Mulch to be nitrogen stabilized, max. 3/4", recycled material installed at min. 3" depth. Contractor to provide sample for approval prior to installation. "Gorilla -Hair" is not acceptable unless specifically noted for slope areas. Low non -living groundcover such as cobble, aggregate, etc. TREE ROOT BARRIERS All trees within 5' of a curb or paving are to have a linear DeepRoot Model #UB 18-2 root barriers installed during tree installation along the inside edge of the adjacent curb or sidewalk. The following minimum number of panels are to be installed with each tree on each side of the tree that has sidewalk or curb as denoted on the plans: 15 gallon trees 24 box trees 5 panels 6 panels Tree sizes not listed above are to be installed with the quantity of panels as specified by the manufacturer. Trees Along North Property Line Podocarpus gracilior (Fern Pine) and Magnolia grandiflora 'Little Sem' (Little Sem Magnolia) trees have been selected for row planting along the Northern property line in order to supplement the visual buffer between the proposed building and the existing residences to the north. These trees have been selected specifically for their desirable characteristics for this application. Fern pines are a full-bodied evergreen tree with an average full grown size of 30' tall by 20' wide. They will provide supplemental screening to the existing Olives but not overpower them. Fern Pines are also one of the cleanest trees available. They are relatively pest free, rarely drop leaves, have little to no fruit, and tolerate pruning very well. In addition, they are non-invassive, soft rooting trees that will not interfere with the existing adjacent masonry fence, underground garage, or existing Olive trees. LIR MUS 46 ROS WHI 12 2 gal CIS PUR -7 36" box TrI Clear Vision Triangle - all shrubs to be less than 36" high and all I trees to be pruned above 7'-0" 0 N QTY Water Use Size (HxD) 14 Low 25'x20' 3 Medium 5 Low GI Low 15 Medium 13 Medium 3 Low 2 Medium 6 Medlum Orr 86 ci7 35 38 Ila 20'x 18' 30'x20' 30'x20' 20'x 12' 25'x20' 40'x40' 30'x10' 30'xI5' Water Use Size (HXD) Low 2'x2' Medium Low Low Medium 132 Medium 5 Medlum 28 Low 16 Low 131 Medium QTY Water Use 31 Medium 3'x3' 3'x8' 4'x4' 2'x2' 6'x4' 5'x3' 4'x4' 7'x7' 3'x3' /// PLANT SCHEDULE GROUND COVERS BOTANICAL NAME ARG UVA AST NIV BAG TW I IMP WAL LIR MUS LOM BRE SAL PER TRA ASI d 14 GEA YAN 5 gal 15 LOM BRE I gal 15 GIS PUR 5 gal 1. • 1'°.- 16 RHA EVE 5 gal ALBS TO IN A Y (j COMMON NAME Arctostaphylos uva-ursi Kinnikinnick Astelia nivicola 'Red Sem' Baccharis pilularis 'Twin Peaks #2' Impatiens walleriana Liriope muscari Lomandra longifolia 'Breeze' Salvia nemorosa Trachelospermum asiaticum ♦ • • • \ Aste I is Twin Peaks Coyote Busy Lizzie Lily Turf Dwarf Mat Rush Perennial Salvia Star Jasmine / 1 1 \_ ` / ( • 1 / ♦_��/ 1 `j Brush GONT I gal I gal I gal Flatted I gal I gal I gal I gal SPAG I NC Orr Water Use 36" o.c. 66 Low 30" o.c. 45 Low 42" o.c. 14 Medium 12" o.c. 51 Low 24" o.c. 501 Low 36" o.c. 168 Low 36" 0.6. 72 Medium 30" O.G. 3c13 Low / \ �j j % \ . / � \ I \ \11 THU OGG 2 24" box PRU SNO 3 24" box MAR BEA 5 ANI EME Ici 5 gal ROS WHI 16 2 gal TIL GOR I 36" box 5 gal r — — I Clear Vision Triangle - all shrubs I to be less than 36" high and all I trees to be pruned above 7'-0" L--J 0 5c{ LIR MUS I gal ANI EME 30 5 gal / Blofiltratlon planter with engineered soil and drainage per the Civil Engineer's plans - see sheet G6.0 L--J This plan represents the design style and theme of the landscape design and planting. These plans are preliminary and may change through the design process. The final planting plan may not contain all of the above plants in the sizes as shown. Additionally some new plant species may be used in the final design. This plan does however indicate the quantity of trees and the overall level of landscape development that will be carried through with the final design. HIGHWAY I 1 ON —RAMP / ` ,I—....,. / \1 / I 1 / �) // I \\ ��\ I I / / c �\ _ I / \ \ / \\\ /� ♦\ I / 0 I ) ( r �\-_��x •,__.1-//• i / O 1 TIL GOR 5 36" box ♦ / /0\ / 1 QUE AGR 3 15 gal GEA YAN 17 5 gal LOM BRE 27 I gal LIS TEX 11 5 gal O DIA VAR 10 5 gal Dog park with synthetic turf and agility course - 5,400 sf LIR MUS 30 p I gal GAL KAR ci 5 gal 18 RCS WHI 2 gal 3 LAU SAR 36" box .4:,%mum • I��1� POD GRG 4 36" box TRA ASI 14 I gal LIC TEX 16 5 gal PIT VAR 14 5 gal DIA VAR 5c1 5 gal PIT VAR 6 5 gal I gal r - I Clear Vision Triangle - all shrubs I to be less than 36" high and all Jtrees to be pruned above 7'-0" /� 1\ / \ /� ♦N \ et %-oCc. /I _i,•/.1,;-•, ---- -]r\ 7\ 'j rl • / 1 5 gal • 1 5 PIT VAR' o\� 5 gal 34 AST NIV I gal 43 TRA ASI I gal I POD ORA 48" box rt NORTH Scale: I" = 20'-0" O' 10' 20' 40' ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LANDSCAPE ARCHITECTURE PLANNING 151 N. Norlin St. Sonora, CA 95370 (209)532-2856 (209)532-9510 fax LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL 11.17.17 PLANNING RESUBMITTAL PRELIMINARY LANDSCAPE PLAN L0.6 PROJECT NO: KLA 15-1726 Trees Shrubs Groundcover LAU SAR Laurus nobilis 'Saratoga' Sweet Bay POD GRA Podocarpus gracilior Fern Pine PRU AKE Prunus x yedoensis 'Akebono' Flowering Cherry THU OCC Thuja occidentalis 'Emerald' Emerald Arborvitae C:1Users\Mattlappdata1localltemp1AcPublish_54441Pre1726R7.dwg - Nov 17, 2017, 11:00am - Matt MAG LIT Magnolia grandiflora 'Little Gem' Dwarf Southern Magnolia PRU SNO Prunus serrulata 'Snow Goose' Japanese Flowering Cherry QUE AGR Quercus agrifolia Coast Live Oak TIL COR Tilia cordata 'Corinthian' Littleleaf Linden ANI EME Anigozanthos x 'Bush Emerald' Emerald Kangaroo Paw CIS PUR Cistus x purpureus Orchid Rockrose MAH BEA Mahonia bealei Leatherleaf Mahonia ROS WHI Rosa x 'White Flower Carpet' White Carpet Rose Vines • FIC PUM Ficus pumila Creeping Fig CAL KAR Calamagrostis x acutiflora 'Karl Foerster' Feather Reed Grass C) DIAVAR Dianella variegata Dianella Pn PIT VAR Pittosporum tobira 'Variegata' Variegated Mock Orange CEA YAN Ceanothus griseus horizontalis 'Yankee Point' California Lilac LIG TEX Ligustrum japonicum 'Texanum' Wax Leaf Privet RHA EVE Rhamnus californica 'Eve Case' California Coffeeberry ARC UVA Arctostaphylos uva-ursi Kinnikinnick BAC TWI Baccharis pilularis 'Twin Peaks #2' Twin Peaks Coyote Brush LIR MUS Liriope muscari Lily Turf SAL PER Salvia Numorosa Perennial Salvia ..............r AST NIV Astelia nivicola 'Red Gem' Astelia IMP WAL Impatiens walleriana Impatiens LOM BRE Lomandra longifolia 'Breeze' Dwarf Mat Rush TRA ASI Trachelospermum asiaticum Star Jasmine This pion represents the design style and theme of the landscape design and planting. These plans are preliminary and may change through the design process. The final planting plan may not contain all of the above plants in the sizes as shown. Additionally some new plant species may be used in the final design. This plan does however indicate the quantity of trees and the overall level of landscape development that will be carried through with the final design. ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LANDSCAPE ARCHITECTURE PLANNING 151 N. Norlin St. Sonora, CA 95370 (209)532-2856 (209)532-9510 fax LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL 11.17.17 PLANNING RESUBMITTAL PLANT IMAGES L0.6a PROJECT NO: KLA 15-1726 EXISTINS TREE TABLE From arborist report prepared by Ray Morneau, dated q-21-I5 Tree No. Botanical Name Olea europea 2 Olea europea 3 Llquidambar styracif lua 4 Betula alba 5 Liquidambar styracif lua Common Name Olive Olive Sweet Gum White Birch Sweet Gum DBH 2q.1"@6" Grown Radius Height Rating 8' II' 25%V Pr Aptitude Removed/Reason Low Yes -New Slte Design 26.8"@6" 7' 14' 25%V Pr Low Yes -New Site Design 14.8" 15' 48' 65% Fair Mod. Yes -New Site Design 10.7" 15' 10' 0% Dead NA Yes -New Slte Design 14.61" 13' 48' 65% Fair Mod. Yes -New Slte Design 6 Oleo europea 1 Olea europea 8 Llquidambar styracif lua q Llctuidambar styracif lua 10 Oleo europea Olive Olive Sweet Gum Sweet Gum Olive 24.q "®1' 2q.1 "®I' 13.6" 10' 12' 25%V Pr 7' II' 20%V Pr 14' 45' 55% Fair Low Low Mod. Yes -New Site Design Yes -New Slte Design Yes -New Site Design 10.1" 12' 38' 55% Fair Mod. Yes -New Slte Design 24.5"©6" 10' 15' 35% Poor Low Yes -New Site Design 12 13 Koelreuteria panlculata Acer palmatum Schinus molle 14 Sequoia sempervirens 15 Sequoia sempervirens Golden Rain Tree 2.3" Japanese Maple 6.4" California Pepper Iq.q" 6" 4' 10' 10% Hlgh Yes -New Slte Design Good 5' 10' 65% Fair Hlgh Remains 18' 45' 45% Mod. Remains Poor Coast Redwood 62.8"@3' 25' 80' 12% Good Goast Redwood High Remains 261.0"®I' 13' 55' 30% Very Yes -New Slte Design Poor Low 16 17 18 161 20 Quercus agrifolia Ailanthus altissima Ailanthus altissima Arbutus undo Arbutus unedo Coast Live Oak Tree of Heaven Tree of Heaven Strawberry Tree Strawberry Tree 13.61" 15' 50' 10% Hlgh Yes -New Slte Design Good 18"®6" 10' 35' 25%V Pr Very Yes -New Slte Design Low 20"@6" 6' 30' 25%V Pr Very Remains Low 12.2"@6" 7' 8' 41% Poor Low Remove due to poor health 6.2"®I' 5' 8' 4-1% Poor Low Remove due to poor health 21 Quercus agrifolia 22 Arbutus unedo 23 Arbutus unedo 24 Quercus agrifolia 25 Pinus radiata Coast Live Oak Strawberry Tree Strawberry Tree Coast Live Oak Monterey Pine 7" 6" 8' 30' 50% Fair Mod. Remains 5.0"©I' 6' 8' 4-1% Poor Low Remove due to poor health II.2"@6" 8' q' 37% Poor Low Remove due to poor health 7'-0" 40' 60% Fair Hlgh Remains 22.4" 60' 60' 25%V Pr Very Remains Low 26 Pinus radiata 21 Pinus radiata 28 Quercus agrifolia 261 Quercus agrifolia 30 Quercus agrifolia Monterey Pine Monterey Pine Coast Live Oak Coast Live Oak Coast Live Oak 16.61" 13' 55' 12%V Pr Very Remains Low 27.q" 25' 65' 40% Very Remains Poor Low 36" 25' 38' 65% Fair Hlgh Remains 30" 2-1' 60' 65% Fair Hlgh Remains 16.3"®I' 20' 33' 55% Fair High Yes -New Site Design 31 Quercus agrifolia 32 Platanus acerfolia 33 Quercus agrifolia 34 Quercus agrifolla 35 Platanus acerlfolia Coast Live Oak 6.5" London Plane 13" Coast Live Oak 18" Coast Live Oak 20" London Plane 12" 8' 30' 35% Poor Low Yes -New Slte Design 15' 60' 60% Fair High Remains 25' 41 15% High Remains Good 21' 40' 60% Fair Hlgh Remains 15' 40' 60% Fair High Remains 36 Quercus agrifolia C:1Users\Mattlappdata1localltemp\ AcPublish_54441Pre1726R7.dwg - Nov 17, 2017, 11:00am - Mat Coast Live Oak 14.8" 15' 33' 65% Falr Hlgh Remains G Tree No. 31 38 Botanical Name Oleo europaea Oleo europaea 361 Quercus agrifolia 40 Prunus Illcifolla Common Name Olive Olive Coast Live Oak Hollyleaf Cherry Grown DBH Radius Height Rating Aptitude Removed/Reason 21.4"@6" 5' 12' 25%V Pr Low Yes -New Slte Design 33"@6" I-1' 28' 40% Low Yes -New Slte Design Poor 23.1"@2' 26' 45' 10% High Remains Good 8' 20' 50% Falr Mod. Remains 5" 41 Sequoia sempervirens 42 Olea europaea 43 Sequoia sempervirens 44 Platanus acerlfolia 45 Pyrus kawakamii Coast Redwood II" Olive Coast Redwood London Plane Evergreen Pear 25" 50" 20' 15' 65% Fair Mod. 12" 6" I' 30' 0% Dead NA Remains 15' 22' 40% Low Remains Poor Remains 18' 25' 65% Fair High Remains 12' 28' 20%V Pr High Remains 46 Pyrus kawakamii 47 Olea europaea 48 Oleo europaea 461 Olea europaea 50 Olea europaea Evergreen Pear Olive Olive Olive Olive q" 17' 30' 35% High Remains Poor 30" ®6" 20' 20' 48% High Remains Poor 36"@6" 15" 15' 18' 48" Poor High Remains 10" 15' 22' 48" Poor High Remains 25' 25' 48% High Remains Poor 51 Olea europaea 52 Olea europaea 53 Olea europaea 54 Olea europaea 55 Olea europaea Olive Olive Olive Olive Olive 15" 20" 20" 36" 40" 15' 25' 15' 25' 18' 28' 24' 15' 22' 48" Poor 48" Poor 48" Poor 48" Poor 48" Poor High High High High High Remains Remains Remains Remains Remains 56 Olea europaea 51 Quercus agrifolia 58 Quercus lobata 561 Lagerstroemia indica 60 Lagerstroemia indica Olive Goast Live Oak Valley Oak Grape Myrtle Grape Myrtle 8" 6' 23' 48" Poor High Remains 1.4" 8' 38' 6-1% Fair High Remains 11.1" 13' 42' 41% Poor High Remains 8.7"@3' 8' 25' 761% High Yes -New Slte Design Good 8.3"@3" 7' 18' 71% High Yes -New Site Design Good 61 62 Lagerstroemia indica Oleo europaea 63 Prunus ceraslfera 64 65 Magno lia grandif lora Magnolia grandif lora Grape Myrtle Olive Purple Leaf Plum Southern Magnolia 8.6"46" 7' 20' 15% High Good 15.3"@3' 7' q'-0" 12%V Pr Very Low 5.q"©6" 7' 17' 60% Falr Very Low 6.8" 8' 18' 31% Poor Very Low Southern Magnolia 8.6" 10' 20' 42% Very Poor Low Yes -New Slte Design Yes -New Site Design Yes -New Site Design Yes -New Site Design Yes -New Site Design 66 Pittosporum species 61 Pittosporum species 68 Olea europaea 661 Olea europaea 10 Olea europaea Pittosporum Pittosporum Olive Olive Olive 4.4" 2' 10' 2%V Pr NA Yes -New Site Design 10.5"®I' 16' Iq' 45% Poor I7.4"®6" 10.5"@3' 12.1" 17' 15' q' 28' 25' 22' 60% Fair 60% Fair 65% Fair Low Yes -New Site Design Mod. Mod. Mod. Yes -New Site Design Yes -New Site Design Yes -New Site Design 71 Olea europaea 12 Lagerstroemia indica 346.E 2' 77 r 344, II\\ Olive Grape Myrtle 13.6"@3' 7' 18' 20%V Pr Low 1.3" 2' q' 60% Fair Mod. Yes -New Site Design Yes -New Site Design 11111111111110 Tree No. Botanical Name -13 Llquidambar styracif lua 14 Olea europaea 15 Schinus terebinthefol Ius Common Name Sweet Gum Olive Brazilian Pepper Grown DBH Radius Height Rating Aptitude Removed/Reason 3.0" 4' 10' 65% Fair Mod. Yes -New Site Design 23.3"66" 7' 35.8"@6" 16' 17' 25%V Pr Low Yes -New Site Design 30' 61% Fair Mod. Yes -New Site Design 16 Olea europaea 77 Olea europaea 78 Fraxinus oxycarpa 'Raywood' 761 Lagerstroemia indica 80 81 82 83 84 85 86 87 88 8,1 q0 Malus communis Olive Ol ive Raywood Ash Grape Myrtle Apple 32.5"®6" 10' 28' 4q% Mod. Yes -New Site Design Poor 14.1" q' 11' 41% Poor Mod. Yes -New Site Design 13.5" 17' 38' 30% Very Yes -New Site Design Poor Low 1.1" 8' 26' 15% High Yes -New Site Design Good 4.0"©2' 6' 10' 65% Fair High Yes -New Site Design Pyrus kawakamii Lagerstroemia indica Magnolia grandif lora Betula alba Betula alba Evergreen Pear 2.8" Grape Myrtle 6.5" Southern Magnolia 11.1" White Birch White Birch 4.q" 5.6" 3' 10' 60% Fair Mod. q' 25' 10% High Good 12' 20' 35% Very Poor Low 6' 35' 55% Fair Mod. 7' 30' 60% Fair Mod. Yes -New Site Design Yes -New Site Design Yes -New Site Design Yes -New Site Design Yes -New Site Design Betula alba Betula alba Betula alba Olea europaea Pittosporum species White Birch Mite Birch White Birch 01 ive Plttosporum 2.5" 3' 18' 50% Fair Mod. 4.8" 6' 33' 50% Fair Mod. 5.6" 6' 33' 60% Fair Mod. 14.4" 3' 4' 5%V Pr Very Low 6.7"6I' 4' 6' 20%V Pr Very Low Yes -New Site Design Yes -New Site Design Yes -New Site Design Yes -New Site Design Yes -New Site Design ql Pittosporum species Betula alba Betula alba Olea europaea Betula alba 612 613 614 615 616 q7 618 Pittosporum White Birch Hhite Birch 01 ive Hhite Birch 61.2"®6" 3' 7' 20%V Pr Very Low 4.-1" 8' 35' 60% Fair Mod. 6.2" 8' 30' 60% Fair Mod. 20.7"@6" 3' 2' 5%V Pr Mod. 5.8"®I' 7' 30' 60% Fair Mod. Yes -New Site Design Yes -New Site Design Yes -New Site Design Yes -New Site Design Yes -New Site Design qq 100 101 Lagerstroemia indica 102 Acer palmatum 103 Malus communis Betula alba Betula alba Betula alba Betula alba Betula alba Hhite Birch White Birch White Birch White Birch White Birch 4.3"@6" 4' 16' 50% Falr Mod. Yes -New Site Design 4.5"®I' 5' 15' 40% Mod. Yes -New Site Design Poor 3.5"@I' 4' 15' 35% Poor Mod. Yes -New Site Design 4.6"@6" 6' 17' 52% Fair Mod. Yes -New Site Design 4.4"@6" 5' 15' 50% Fair Mod. Yes -New Site Design 104 Gedrus deodara 105 Pinus canariensls Grape Myrtle Japanese Maple Apple Cedar Canary Island Pine 1.4"@6" 3' 12' 55% Fair Mod. Yes -New Site Design 5"®I' 12' 17' 45% High Yes -New Site Design Poor 10.4"@2' 12' 12' 10%V Pr Very Remains -Off Prop. Low 32.2"®I' 18' 15' 71% Good 15.2" 15' 55' 65% Fair High Yes -New Site Design High Remains -Off Prop. 106 Pinus canariensls 10-1 Quercus agrifolia 108 Pinus halepensiss 10q Pinus canariensls Ganary Island Pine Iq.l" Goast Live Oak 10.3" Aleppo Pine 26.1" Canary Island Pine q.2" 20' 60' 61% Fair High 22' 45' 18% High Good 25' -10' 60% Fair High 7' 50' 41% Poor High 335.7 N 4 336.4 Remains -Off Prop. Remains -Off Prop. Remains -Off Prop. Remains -Off Prop. Tree No. Botanical Name Common Name 110 Ailanthus altissima Tree of Heaven Grown DBH Radius Height Rating Aptitude Removed/Reason 5.5" 6' 38' 25%V Pr Very Yes -New Site Design Low III Ailanthus altlsslma 112 Quercus agrifolia 113 Sequoia sempervirens 114 Olea europea 115 Olea europaea Tree of Heaven Coast Live Oak Redwood Coast Olive 5.2" 6' 40' 20%V Pr Very Remains -Off Prop. Low 61.4" 18' 40' 77% High Remains -Off Prop. Good l'-6.10000 6' 40' 0% Dead Very Remains -Off Prop. 0" Low 61.5" 5' 30' 11%V Pr Olive 4.3" 5' 30' 25%V Pr Low Remains -Off Prop. Low Remains -Off Prop. 116 111 118 1161 120 Quercus agrifolia Olea europaea Quercus agrifolia Quercus agrifolia Olea europaea Goast Live Oak Olive Goast Live Oak Goast Live Oak Olive 30" 5.2" 34.3"@3' q.6" 13.8"©6" 25' 45' 55% Fair High 8' 20' 25%V Pr Low 25' 55'-0 72% High " Good 18' 8' Remains -Off Prop. Remains -Off Prop. Remains -Off Prop. 45' 61% Fair High Remains -Off Prop. 30' 40% Low Remains -Off Prop. Poor 121 Olea europaea Olive 4.6" 6' 22' 40% Low Poor 122 Olea europaea Olive 4.0"@2' 5' 20' 20%V Pr Low 123 Quercus agrifolia Goast Live Oak 12.2'43' 20' 35' 40% Mod. Poor 124 Quercus agrifolia Coast Live Oak 22.5" 25' 45' 62% Fair High 125 Olea europaea Olive 21.2"@O" 15' 38' 4q% Mod. Poor Remains -Off Prop. Remains -Off Prop. Remains -Off Prop. Remains -Off Prop. Remains -Off Prop. 126 Quercus agrifolia 127 Olea europaea 128 Olea europaea 121 Quercus agrifolia 130 Olea europaea Goast Live Oak 10.6" 17' 33' 61% Fiar Olive 61.3" 8' 40' 461% Poor Olive 5.8" 6' 35' 30% Poor Goast Live Oak q.l "@2' 8' 20' 31% Poor Olive 4.61" 7' 30' 35% poor High Mod. Low Mod. Mod. Remains -Off Prop. Remains -Off Prop. Remains -Off Prop. Remains -Off Prop. Remains -Off Prop. 131 Quercus agrifolla 132 Olea europaea 133 Quercus agrifolia 134 Quercus agrifolia 135 Platanus acerlfolia Goast Live Oak 27.2"@6" 11' 45' 12% Good Olive 22.7"@6" 18' 32' 4q% Poor Goast Live Oak 1.8" 15' 38' 75% Good Goast Live Oak 4.7" 6' 33' 51% Fair London Plane 16.1" 25' 50' 70% Good High Mod. High Remains -Off Prop. Remains -Off Prop. Remains -Off Prop. Mod. Remains -Off Prop. High Remains -Off Prop. 136 Pyrus kawakamll 137 138 1361 140 Pyrus kawakamll Pyrus kawakamii Pyrus kawakamll Gupressus sempervirens Evergreen Pear 5.-1" II' 20' 32% Poor Evergreen Pear 6.8" 12' 18' 30% Poor Evergreen Pear 13.5" 11' 38' 32% Poor Evergreen Pear 12.7" 16' 40' 30% Poor Italian Cypress 36"@0" 5' 60' 61% Fair High Remains -Off Prop. High Remains -Off Prop. High Remains -Off Prop. High Remains -Off Prop. High Remains -Off Prop. 141 LiquIdambar styracif lua 142 Llquidambar styracif lua Sweet Gum Sweet Gum 12.q" 8' 30' 10% High Remains -Off Prop. Good 14.5" 8'3 5' 12% High Remains -Off Prop. Good Tree locations are from the Site Survey that was conducted by Kier and Wright in June of 2015 with supplemental trees information provided in August 2015. The specific tree information is taken directly from the Arborist report prepared for this project by Ray Morneau dated May 30, 2015. Supplemental information was provided regarding trees within 30' of the project boundary dated September 21, 2015. The information contained within this plan is a synthesis of the surveys and the arborist reports. More detailed information regarding the survey and the arborist report can be found in the respective documents. The purpose of this plan is to graphically show the relationship of the existing site, the proposed project, and the location of existing trees. This has been prepared for reference only and does not supplant the arborist report, nor the site survey. Aerial View NORTH Scale: I" = 301-0" 0' 15' 30' 60' NORTH Not to scale ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LANDSCAPE ARCHITECTURE PLANNING 151 N. Norlin St. Sonora, CA 95370 (209)532-2856 (209)532-9510 fax LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL 11.17.17 PLANNING RESUBMITTAL EXISTING TREE PLAN L0.7 PROJECT NO: KLA 15-1726 Hydrozone Table and ETWU Annual ETo for Los Satos - 42.q Ornamental Landscape Hydro- zone Valves Planting Type Water Use Plant Factor Hydrozone Area (square feet) Percentage of Landscape ETAF ETAF x Area (square feet) Type of Irrigation Irrig. effic. ETWU I 1 Biofiltration Swale Medium .5 1,355 sf 6.6% .61 g03.3 Pop -Up Rotator .15 24,026.cl 2 2-11 At Grade Shrubs Low .3 12,705 sf 61.6% .34 4,331.3 Low Flow Bubblers .88 115,202.6 3 12-14 Raised Planter Overstructure Medium .4 1,873 sf c1.l% .45 851.4 Low Flow Bubblers .88 22,644.6 4 15 Overstructure Shrubs Medium .4 23c1 sf 1.2% .45 108.6 Low Flow Bubblers .88 2,8861.5 5 16 Raised Planter Biofiltration Medium .5 136 sf 3.6% .5,1 432.q Subsurface Drip .85 11,515.4 6 0 Gobble/Aggregate None 0 3,723 sf 18.0% 0 0 None 1 0 Total Ornamental 20,631 sf 100% 6,62E I16,27S.q gal. Landscape Area - Ornamental Landscape ETAF x Area - Ornamental Landscape Ornamental Landscape Irrigation Efficiency Estimated Total Water Usage (ETWU) Maximum Applied Water Allowance (MAWA) MAWA = (ETo)(.62)((.45xLA)+(.55xSLA)) MAWA = 42.cl * .62 *((.45 x 20,631) MAWA = 26.6 *(c ,284) JMAwA = 246,c134.5 20,631 sf 6,625 sf 0.8q efficient 116,21S.q 246,g34.5 gallons ETWU is less than MAWA - System meets Water Efficient Landscape Ordinance GENERAL IRRIGATION NOTES The contractor shall examine the conditions of the site prior to commencement of work. Any conditions that differ from what is shown on the plans that will affect the installation process shall be brought to the attention of the Landscape Architect and/or owner prior to work. Commencement of work implies acceptance of the conditions of the site. 2. Piping layout is diagrammatic. All irrigation items shown within paved areas are for design clarification only and are to be installed in planting areas where possible. All valves are to be placed in shrub or groundcover areas. 3. All mainline piping and control wires under paving shall be installed in separate schedule 40 PVG sleeves. 4. All lateral line piping under paving (that is not in a sleeve) shall be Schedule 40 PVG and shall be installed prior to paving. 5. All Backflow Prevention Devices and piping between the point of connection and Backflow Preventer shall be installed per local codes. The final location of the Backflow Preventer and the Automatic Controller shall be approved by the Owner's Representative. The contractor is to verify the codes and requirements of all governing agencies. Any discrepancy between requirements and the plans are to be brought to the attention of the Land. Arch. immediately. 6. 120 VAG electrical power source at the controller location shall be provided by electrical contractor. Verify location of controller prior to installation. 1. Prior to turnover of project, the irrigation contractor shall flush and adjust all irrigation heads and valves for optimum coverage with minimal over spray onto hardscape elements. Drip emitters to be adjusted to provide optimal water to each plant based on specific site conditions and water needs of each plant. 8. The irrigation system design is based on a minimum operating pressure of 55 PSI and a maximum flow demand of 20 GPM. The irrigation contractor shall verify water pressures prior to installation. q. Weather sensor/automatic rain shutoff shall be installed on an exposed wall or soffit adjacent to the controller location per manufacturer's specifications. It must be placed to receive unimpeded rain and free from vandalism. 10. An irrigation audit may be needed by the governing jurisdiction before an occupancy permit can be issued. It is the responsibility of the contractor to schedule and pay for the audit. The audit shall be conducted by a certified auditor. The contractor shall be responsible for making revisions to the irrigation in order to pass the audit. If pop-up spray heads are specified for shrub areas, we recommend that the auditor audit the shrub spray prior to planting. SUBSURFACE DRIP IRRIGATION NOTES: Subsurface irrigation system shall be installed per the manufacturer's recommendations. It is the responsibility of the landscape contractor to ensure that layout is done properly and effective spacing is maintained so that all plant material receives adequate water. The layout as shown on the plan is to be used as a guide. Trees, utilities, and other items may require an adjustment of the layout, but effective coverage and spacing must be maintained. 2. Inpipe tubing is to be installed 2" below finish grade and min. 12" on center. Inpipe tubing must be buried within the soil and is not to be simply placed under the mulch. 3. All lateral feed line piping (source from valve) shall be I" SGH 40 PVC. 4. The contractor is to install at least one Air Vacuum Relief Valve per subsurface circuit. An additional Air Vacuum Relief Valve is to be installed at every individual high point within the circuit to ensure that air does not hinder the flow of irrigation water. 5. Subsurface circuit valve to include a manufacturer installed pressure reducer and a wye filter with 155 mesh stainless steel screen, or equal. 6. An automatic flush valve shall be located at the end of all subsurface line runs, min. one flush valve per circuit. Refer to plan for location. BAY FRIENDLY LANDSCAPE The landscape and irrigation has been designed to comply with the Bay Friendly Landscape Design Guidelines, GalGreen code requirements, and Water Efficient Landscape Ordinance (VIELO) requirements. C:1Users\Mattlappdata1localltemp\ AcPublish_54441Pre1726R7.dwg - Nov 17, 2017, 11:00am - Mat v/ 0 h 0 0 i- 4 0 Dri Drio W A Y IRRIGATION LEGEND Symbol Manufacturer Hunter Hunter Hunter Hunter Description / Model No. PROS-12-PRS4O-CV with PROS-12-PRS4O-CV with PROS-12-PRS4O-GV with PROS-12-PRS4O-CV with MP2000 Nozzle MP2000 Nozzle MP2000 Nozzle MP2000 Nozzle Nozzle Red (R) 360° Black (K) ISO° Black (K) 135° Black (K) q0° Radius PSI GPM 16 ft 16 ft 16 ft 16 ft 40 40 40 40 1.4-1 .14 .5-1 .40 Hunter Hunter Hunter Hunter PROS-12-PRS4O-CV with PROS-12-PRS4O-CV with PROS-12-PRS4O-CV with PROS-12-PR54O-CV with MPI000 Nozzle MPI000 Nozzle MPI000 Nozzle MPI000 Nozzle Olive (0) 360° Maroon (M) 1E50° Maroon (M) 135° Maroon (M) q0° II ft II ft II ft II ft 40 40 40 40 .15 .3-1 .28 .Iq Hunter RZWS-15-50 Root watering, Tree Bubbler - Two per each tree location 25 1.00 (per tree) Approved Install Schedule 40 PVG lateral line with IPS flex pipe and Toro LF2O-PG and LF4O-PG bubbler to each plant. Contractor shall monitor the water during the maintenance period and make modifications to bubblers (GPH) at each plant to ensure that all plants are getting adequate water based on specific microclimate conditions. Each plant to receive the following minimum number of bubblers: 4" and I Gallon shrubs (I) Toro LF2O-PG Bubbler (2.0 GPH/0.033 GPM) 2 and 5 Gallon shrubs (I) Toro LF4O-PG Bubbler (4.0 GPH/0.067 GPM) 15 Gallon shrubs, espaliers (2) Toro LF4O-PG Bubbler (4.0 ePH/0.061 GPM) 15 Gallon trees (3) Toro LF4O-PG Bubbler (4.0 GPH/0.067 GPM) 24" Box Trees (4) Toro LF4O-PG Bubbler (4.0 6PH/0.067 GPM) 36" Box Trees (4) Toro LF4O-PG Bubbler (4.0 GPH/0.067 GPM) Bubblers to be spaced equally around plant. Toro DL2000-RGP-412 5/8" diameter tubing with I GPH emitters placed at 12" O.G. with tubing spaced In parallel lines at 12" on center for turf and other areas listed as 12" on center - see plan. Su Trees Mainline Mainline shown schematically - All mainline to be located in planting areas whenever possible. Valves to be grouped together and placed in shrub areas. Double 4" PVG sleeves (typ.) Double 4" PVG sleeves (typ.) 4 Drio io PFI'I<" BF ea Iw Approved I" Point of Connection - See the civil engineer's plan and verify In field the location and size of the water meter and service. POG shall meet all governmental code requirements. Febco LF8251' Reduced Pressure Backflow Preventer (lead free) - see plan for size. Hunter IGV Series Automatic Remote-Gontrol Valve: See Plan for size. Hunter IGZ-101 for I" drip valve kit Nibco T-I13 Gate Valve: Line size. Hunter Hunter I -Gore 24 Station Exterior Wall -Mount Controller; IGG-600-SS with quantity IGM-600 module as needed to meet quantity of stations as specified. Include WSS module for Solar -Sync. Solar -Sync - model WSS-SEN; Install on wall of trash enclosure away from drip line of trees. Install per manufacturer's specifications. Controller and Solar -Sync to be installed with modules and receivers as needed for operation. Approved Approved Approved Approved Schedule 40 PVG Pressurized Mainline: See Plan for size. Schedule 40 PVG Pressurized Mainline in garage with connections through the podium to provide irrigation to the planters over the garage structure. This Irrigation mlanline will be coordinated with the mechanical engineer's plumbing plans. Schedule 40 PVG Lateral Line: See Plan for size. Schedule 40 PVG Sleeve (two per location) Mainline - Mainline shown schematically - All mainline to be located in planting areas whenever possible. Valves to be grouped together and placed In shrub areas. vNI Dri 0 Dri NO I Dri Dri Double 4" PVG sleeves (typ.) 0 I 4 Dri 0 1 Valve Gallout Valve Number Valve Flow Valve Size Dri Rtr Dri Controller Install Hunter I -Gore 24 Station Wall Mount Controller IGG-600-SS with WSS module for Solar Sync. Exact location to be approved by Landscape Architect or Owner prior to installation. Weather Sensor Install Hunter Solar Sync model WSS-SEN on wall of trash enclosure out of public view to capture unimpeded rainfall. Assure communication with controller. Point of Connection For exact location of P.O.G. refer to Engineer's plans. Verify location in field. Minimum 55 psi required. If less is measured, notify Land. Arch. prior to installation. Backflow Preventer Service line and I-I/2" Febco 825-Y Reduced Pressure Backflow Preventer to be installed per detail on Sheet L4 and per all local and UBG Plumbing Godes. Exact location to be approved by Landscape Architect or Owner prior to installation. Master Valve Flow Sensor O' 10' 20' NORTH Scale: I" = 20'-0" 40' ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: LANDSCAPE ARCHITECTURE PLANNING 151 N. Norlin St. Sonora, CA 95370 (209)532-2856 (209)532-9510 fax LOS GATOS, CA 95032 DATE 05.15.15 07.23.15 10.05.15 02.05.16 02.19.16 02.08.17 03.09.17 11.07.17 11.17.17 DESCRIPTION PRELIM PLANNING SUBMITTAL PLANNING SUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL PRELIMINARY IRRIGATION PLAN L0.8 PROJECT NO: KLA 15-1726 TOPOGRAPHIC SURVEY NOTES 1. THIS SURVEY WAS PREPARED FROM INFORMATION FURNISHED IN A PRELIMINARY TITLE REPORT, PREPARED BY CHICAGO TITLE COMPANY, DATED DECEMBER 19, 2014, ORDER NO. FWPS-2989141041MC. NO LIABILITY IS ASSUMED FOR MATTERS OF RECORD NOT STATED IN SAID PRELIMINARY TITLE REPORT THAT MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR EASEMENTS OF THE PROPERTY. 2. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS TOPOGRAPHIC SURVEY WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. (A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNKNOWN UNDERGROUND UTILITIES.) HOWEVER, THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. 3. BENCHMARK: TOWN OF LOS GATOS BM LG#44; A BRASS DISK IN A MONUMENT WELL IN LOS GATOS-SARATOGA ROAD AT ALBERTO WAY; ELEVATION: 353.33 FEET (DATUM) TOWN OF LOS GATOS DATUM 4. A.P.N.: 529-23-018 5. FLOOD ZONE NOTE: THIS SITE IS IN FLOOD ZONE "X", AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS OF PROTECTED LEVEES FROM 1% ANNUAL CHANCE FLOOD. PER FLOOD INSURANCE RATE MAP COMMUNITY NO. 060343 0375 H, DATED MAY 18, 2009. 6. BASIS OF BEARINGS: THE BEARING OF NORTH 74°01'05" WEST TAKEN ON THE MONUMENT LINE OF SARATOGA LOS-GATOS ROAD AS SHOWN ON THAT RECORD OF SURVEY FILED FOR RECORD ON JANUARY 24, 1963 IN BOOK 156 OF MAPS AT PAGE 33, SANTA CLARA COUNTY RECORDS WAS TAKEN AS THE BASIS OF ALL BEARINGS SHOWN HEREON. 6. THE SIGHTS OVERALL SLOPE IS 1.79% IN THE NORTH-EAST DIRECTION. LEGEND PROPERTY LINE ADJACENT PROPERTY LINE CENTERLINE MONUMENT LINE NON -ACCESS BUILDING LINE BUILDING OVERHANG FOUND MONUMENT AS NOTED FOUND IRON PIPE OR AS NOTED BOLLARD LIGHT LIGHT STREET LIGHT TRANSFORMER FIRE HYDRANT STORM DRAIN MANHOLE MANHOLE CLEAN OUT GAS METER UTILITY POLE W/ GUY WIRE VALVE CATCH BASIN / DROP INLET WATER METER BACK FLOW PREVENTER UTILITY BOX (SIZE VARIES) SIGN BOLLARD TREE W/ SIZE SPOT ELEVATION CONTOUR INDEX CONTOUR CURB CURB & GUTTER CONCRETE FENCE RETAINING WALL EDGE OF PAVEMENT SANITARY SEWER STORM DRAIN WATER GAS UNDERGROUND ELECTRIC OVERHEAD ABBREVIATIONS \ \ \ \ \ \ \ \ \ • A 0 0 .00 4 z ® ER 0-0 • Ai 10" 100.00 �15 X X X Z SS SD w E OH AC BS BW COM CONC CTV DI EB ECAB EP EV ASPHALTIC CONCRETE BOTTOM OF STEP BACK OF WALK COMMUNICATION CONCRETE CABLE TELEVISION BOX DROP INLET ELECTRIC BOX ELECTRIC CABINET EDGE OF PAVEMENT ELECTRIC VAULT EW FC FF FL FNC FW INV LIP MB (MT) PV EDGE OF WALK FACE OF CURB FINISH FLOOR FLOW LINE FENCE FACE OF WALL INVERT ELEVATION LIP OF GUTTER MAIL BOX MULTIPLE TRUNKS PAVEMENT RCP RIM SLB SSCO SSMH TB TC TCD TS TSB UB CURVE TABLE CURVE RADIUS DEGREE LENGTH C1 114.53' 8°08'44" 16.28' C2 114.53' 18°39'40" 47.07' C3 289.77' 9°40'16" 48.91' LINE TABLE LINE BEARING LENGTH L1 N 15°11'08" E 25.60' L2 N 19°46'40" E 1.99' L3 N 25°33'52" E 3.00' L4 N 88°53'00" E 30.00' 344.31 TC 344.01 FL Cl MI T`S OF 344.28 LIP q 344.17 FL / RqN <44 0 0 346.01 FL I iI vl I 0 1 FL 347.32 FL I 348.02 FL I .48.67 FL TSB 344.72 FL 344.78 FL / / 345.15 FL / I I I I I 346.54 BW 18' 34 .0 x3 10' 34.6 739.9 FL L2 FND 1" I.P. W/ TAG & TACK INMONBOX 342.68 TC 342.98 EP x342.6 343.25 TC 343.00 FL 343.30 FL/ / LANDSCAPE 342.6 34 F 16'' 343.32 EP // • 16'"(MT) 339.2 FL 342.65 C 12r 18" 1.0 341.7 338.01 L1/ X341.6 FNC 3 1.3 FNC 341.8N 341.68 EW c 341.1 342.05 C 342.0 FNC DITCH 340.90 EP 340.99 EP -i ,<Ci 341.03 EP 341.40 ELECTRIC METER ENCLOSURE (6)AC UNIT 401 ALBERTO WAY ONE STORY BUILDING WITH BASEMENT (2)AC UNIT (2)AC UNIT 342.69 C 333.46 333.45 /WALKWAY TO BASEMENT AC UNIT 341.90 TS / 24„ rn w 36" x342.6 343:342.E � // f- - 343.4 6 RWL / 80 " W R� .1,9 x342.6 34s- x345.3 CONCRETE 346.4 �:� BAND40 MD EB REINFORCED CONCRETE PIPE, RIM ELEVATION STREET LIGHT BOX SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE TELEPHONE BOX TOP OF CURB THROUGH CURB DRAIN TOP OF STEP TRAFFIC SIGNAL BOX UTILITY BOX C2 Li oo cci SIGN m S g J CO 00 AD -RIM 345.09 r,RwL . o ^ ALBERTO WA CONCRETE SIDEWALK LANDSCAPE 2" 0/1346.6 345.4 ®\AD -RIM 344.60 \AD -RIM• 344.63 ��RWL 344.75 FF J THRESHOLD 340.14 F F BEARI 7'00" W 340.62 2" o® 343.3 % CO -RIM 343.05_3-0 ONE STORY BUILDING 361.64 ROOF 338.68 C SDMH-RIM 340.80 x341.2 LANDSCAPE 342.16 EP 12" 340.E 8" 10" FND BRASS PIN IN 6"x6" CONCRETE MON 341.14 341.12 SSMH Rho 341.25 INV . .60 6" (THRU) 341.31 EP 341.27 C 341.36 C 341.82 333.39 EW BRIDGE / 341.87 TW 340.07 LIP 340.00 BS 341.81 TW 340.16 LIP - RWL 332.62 EW x340.0 339.54 PV 339.60PV 339.88 FL 339.90 LIP 339.55 PV 339.87 FL 339.89 LIP 339.56 PV 339.63 PV 339.73 PV 339.76 PV 339.82 PV 339.78 PV 339.83 PV 339.86 PV a Li J o ^ rn CO 0G) 00)00 00 339.01 FC 338.92 FC N 01 °07'00" E / 339.93 AC PAVEMENT AC PAVEMENT 332.39 L EW RWL BRIDGE 38-2x 339.42 FC POLE 339.27 FC DI -RIM 338.74 NV 337.20 16 (OUT-W) 339.31 PV 338.48 FC OMP 339.28 PV 339.33 PV 339.34 PV 339.36 PV 339.17 PV DI -RIM 338.62 INV 337.70 3" (OUT-E)- 338.92.-FC 339.03 FC 339.24 FC 339.28 FC -339.27 FC 339.28 FC 339.18 FC 339.02 FC 338.87 FC �m 216.32' SLB NEWS BOX TCD 340.00 TC 338.98 TC e. 2 TC 339.93 FL 338.83 FL co 337.87FL a 339.98 LIP 339.04 LIP P337.97 [1P. `\340.32 4339.53 337.81% PV PV PV 216.32' 338.15 338.87/ CONCRETE DRIVEWAY 340.62 BW 340.66 C O 2" 342.1 341.61 C TRENCH DRAIN 00 cs, 00 No (ELEC) 33-774 CO RIM 337.88 337.77 TC 337.29 TC 337.27 FL 336.81 FL 337.43 LIP 336.94 LIP CB-TC 338.28 CO -RIM 33T21 07°09'16 332.36 338.89 FC 3 `•.12 FC 339.08 FC 338.88 FC 338.60 FC 338.33 FC CONCRETE SIDEWALK 340.39 PV 340.83 PV 341.14 EP SSCO 405 ALBERTO WAY ONE STORY BUILDING WITH BASEMENT "337.8 337.8x DI -RIM 338.72 SPEED BUMP 338.67 PV 338.48 PV DI -RIM 336.97 LC) N0, COc.000 � d- r' r7 1 342.03 EP x341.8 340.57 PV (2)AC UNIT 37.71 PV 337.77 PV 338.00 PV AC PAVEMENT e 337.67 FC ro rro 337.18 FL 337.27 FL 337.46 FL 337.51 FL 337.54 FL 336.80 FL DI -RIM 336.70 336.61 FL 336.62 LIP PO ▪ H- SSMH-RIM 336.88 ONE STORY BUILDING 336.47 336.42 355.96 FF THIRD FLOOR.- 348.10 FF SECOND FLOOR' 340.62 EP 0-0-7 M 0)r7 342.01 EP x341.8 341 - 340.11 PV 340.43 PV 340.74 C 340.47 FC 10" 340.61 FC 340.74 C 340.77 EP 340.65 FC 341.03 EP 332.08 • .CBRIDGE 339.43340FL 339.46 LIP340.3521 C 0 339.88 FL "IT0 339.77 L' LANDSCAPE 339.21 PV 339.47 PV rn 340.36 FC 340.56 FC 340.38 340.41 FC DI -RIM 340.66 / 340.90 TC 340.90 TC 340.49 DITCH 0, 340.15 PV 340.20 340.98 TC (2)AC UNIT 'BASEMENT WALL 331 EW BELOW 1ST FLOOR BREEZE WAY RWL .338.7 338 .337.4 SLB ELI TCD CO PV 336.31 ND EMPTY MON BOX CONCRETE DRIVEWAY AC PAVEMENT 1,0 CV 00) 409 ALBERTO WAY ONE STORY BUILDING WITH BASEMENT 336.17 336.04 TC 335.59 FL 335.72 LIP .76' oo 337.3 GRASS 339.53 FF THRESHOLD 361.60 ROOF SECOND FLOOR BUILDING 335.81 TC 335.43 FL 335.74 PV 4" 1338.0 TWO STORY AC PAVEMENT 338.34 PV 338.07 PV 339 10 FC 339.54 FC LANDSCAPE PIN IN 24" /337.2 337.31 FW SSMH-RIM 337.40 INV 331.8 6" (THRU) DI -RIM 336.02 337.84 PV 337.56 PV PUBLIC SERVICE & UTILITY EASEMENT BLANKET IN ORE (PER TRACT MAP 6222) 37.78 PV 338.29 PV PV w 337.87 FC 338.07 FC 0 338.62 PV 338.86 PV 338.61 PV 339.45 FC ,0 338.97 PV 340.49 EW EW EW (2)AC UNIT CONC 339.62 C PV 335.59 TC 337.8 GRASS 338.99 PV 338.60 PV 337.90 PV 338.56 PV Ac PAVEMENT (2)AC UNIT 339.25 C 335.33 SIGN STAIRS TO SECOND FLOOR 3371 337.79 PV 338.12 PV 338 33 338.10 FC 33 33 10" 337.8 12" 338.0 "ct 337.77 FC co 337.34 FW 338.1 345.3 12 1337.5 10" 12" 336.2 336.4 FND 101 (UNREADABLE) DI -RIM 334 80 335.79 1,0 TWO STORY BUILDING (0) PV 335.14 336.5 0 334.96 TCD ,,,2'''''° 0▪ ,3'1'34.77 PV‘:).--- SSMH-RIM INV 330.91 INV 330.81 SOUND WALL AC PAVEMENT 3-3-4796 r-o PV UB - GRASS GARAGE 20 40 Scale 1" = 20 ft 16" 335.7 PV c 60 1L ARC TEC ARCHITECTURAL TECHNOLOGIES Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: CIVIL ENGINEERS & SURVEYORS, INC. >- :r73 Ce co LC) LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL Topographic & Boundary Survey C1.0 PROJECT NO: 15062 LEGEND PROPERTY LINE ADJACENT PROPERTY LINE CENTERLINE MONUMENT LINE NON -ACCESS BUILDING LINE BUILDING OVERHANG FOUND MONUMENT AS NOTED FOUND IRON PIPE OR AS NOTED OVERLAND RELEASE TRANSFORMER MANHOLE AREA DRAIN CLEAN OUT VALVE POST INDICATOR VALVE FIRE DEPARTMENT CONNECTION WATER METER WATER PUMP BACK FLOW PREVENTER CURB CURB & GUTTER CONCRETE FENCE SANITARY SEWER STORM DRAIN WATER GRADE BREAK FORCE MAIN FIRE SERVICE FLOW LINE RIP RAP ABBREVIATIONS AD BLDG BU CL DTL DWS DWY EX. FF FS GB GFF INV OVD LF RIM SCG SD SDCO SS SSMH STD TC TYP. • . • ■ Z ti A 19 SS w _GB- - - AREA DRAIN BUILDING BUBBLER CENTERLINE DETAIL DOMESTIC WATER SERVICE DRIVEWAY EXISTING FINISHED FLOOR FIRE SERVICE GRADE BREAK GARAGE FINISHED FLOOR INVERT ELEVATION OVERFLOW DRAIN LINEAR FEET RIM ELEVATION SLOTTED CURB & GUTTER STORM DRAIN STORM DRAIN CLEAN OUT SANITARY SEWER SANITARY SEWER MANHOLE / STANDARD TOP OF CURB TYPICAL FM FS 35.0' NOTE: 1) ALL AREA DRAINS AND FLOW -THROUGH PLANTER STORM DRAIN OVERFLOWS LOCATED ABOVE THE UNDERGROUND GARAGE SHALL BE CONNECTED THROUGH GARAGE AND DESIGNED BY THE PLUMBER AT THE BUILDING PERMIT STAGE. Z) N PAVE AND STRIPE TRAVEL LANES AREA CALCULATIONS AREA PROPOSED CONDITION (S.F.) EXISTING CONDITION (S.F.) BUILDING FOOTPRINT 38,435 15,909 STREETS & PARKING 3,000 51,064 S/W, PATIOS, PATHS ETC. 13,952 12,208 LANDSCAPE 24,853 13,414 PERVIOUS PAVING 12,355 0 TOTAL 92,595 92,595 IMPERVIOUS SURFACES 55,387 79,181 PERVIOUS SURFACES 37,208 13,414 TOTAL 92,595 92,595 BIO-TREATMENT AREA 2,215 0 0 cr O 2 co O co PROPOSFD 250' TURN POCKET 4' WIDE LANDSCAPING (TYP) PROPOSED STREET LIGHTING (TYP) RELOCATE TSB OUT OF CURB RAMP FLARE INSTALL NEW ADA CURB RAMP. PROPOSED PEDESTRIAN CROSSWALK UPGRADE EX. TRAFFI SIGNAL / 10 0' PROPOSED CROSSWALK 340.0 • , 43 7 /, �,)41.3 EW il__________2.5' RFJ. WAI I \ 8340.8 .0 I2.2Ii 5340.5'(MT1 II 3'41.I7± •. 16"(M T) 34268 TC i B CONST. NEW ADA CURB RAMP 338.01 RELOCATE EX. RO IER zz 342.98 EP x342.6 5'-6' RETAINING WALL TYP RIM 335.4 0 % REMOVE EXISTING 34D 6"SS TW342.1 BW336.1 3 9,6 FL (341.3±) AD RIM 335.4 1.........-ETAINING RELOCATE EX. COMM. BOXES 2.5' RET WALL AD RIM 335.9 TW342.4 BW336.0 342.5± TW343.0 BW337.0 UPGRADE EXISTING TRAFFIC TW342.5 SIGNAL BW337.5 REMOVE EX. TREE WALL RELOCATE EX. BACKFLOW 'RE ENTER 344.5 -1 10.0' I-- ;N SDCO INV 332. 336.7 (342.0±) HP336.0 OVD RIM 338.3 INV 335.3 8" ROPOSE P DED CATION FOR ROAD WIDENING RELOCATE EX. ELEC. BOX AND BIKE LANE i ADJUST TO GRADE RELOCATE TOWN OF LOS GATOS EX. IRR. TER & BFP PROPOSED BIKE ` BOX (TYP) CC AD -RIM 345.09 0/346. E; \AD -RIM 344.63 N AD -RIM 344.60 RWC '-4' R TAINING WALL ONE STORY BUILDING 340.9± LANDSCAPE HP336.0 JB , RIM 335.5 INV 4" 333.8 INV 8" 332.8 36 336.7 340.7± SDCO .341.2 EP 12" m CD 0 N r HIGHWAY 17 wl 68" 21„ 541 HP336.0__ 336.2 OVD RIM 338.3 INV 335.3 8" 4"0 PERFORATED. PIPE LIMITS OF PERVIOUS PAVERS PROPOSED PL � TW39.5 W337.4 BIKE LANE CO -RIM 343.05__-0 344.75 FF THRESHOLD C IM 337/4 CO -RIM 337.88 770,-8'336.9 4(338 7Y.EI 14" 337.5 RIM 337.0 INV 333.1 CAP EXISTING 337.3± CAP INCOMING 6"SS AT MH WALL 337.3± UPSIZE E RIM 337.0 INV 332.6 8" (IN-W) INV 331.5 12" (IN-E) INV 331.5 8" (IN-S) 337.4± RIM 337.0 INV 332.2 OVD RIM 338.0 INV 335.0 8” BU RIM 338.1 JB RIM 336.0 INV 332.9 8" (IN-S) INV 332.9 12" (THRU) STORM DRAIN PUMP S ATION SEE DETAIL ON SHEE 3.1 RIM 335.6 INV 330.8 STORM DRAIN PUMP STAT ON SEE DETAIL ON SHEET 3. RIM 336.0 INV IN 329.8 -3-574796 INV OUT 333.0 CS Bw MATCH TO EX. 1‘ SW 334.9 TC 338.3± MATCH EX. CONCRETE SIDEWALK PER CITY STD DTL ST-215 PAVE AND STRIPE TRAVEL LANES CONCRETE DRIVEWAY 340.62 BW 340.66 C 1,-) CO CO M I'', r7 40 6 CO CO CO N T cOC 2' \342.03 EP x341.8 RIM 338.3 INV 335.3 8" 3A1 CO n 342.01 EP x341.8 340 • 340.8 1 TW341 `:1 2'-5' RETAINING BW336.1 WALL TYP 339.3± __- 405 ALBERTO WAY FF=336.5 GFF P-1= 324.5 GFF P-2= 315.5 SG= 314.83 FF 336.5 _127LF'-8"SD 338.60 F PROPOSED DEDICATIO DWS & FS FOR BLDG TC 337.1± MATCH EX. TC 336.9± MATCH EX. ALBERTO WAY CB-TC 338.28 337.43 Pv INV 335.33 12 (OUT SE) CONCRETE SIDEWALK i8.46 BW 338.68 C SDMH-RIM 340.80 341.61 C TRENCH DRAIN CO -RIM 339.21 SSCO INV 333.1 lr, \ 336.2 IMPERVIOUS AREA TO REQUIRE AREA DRAINS 341.47 41.1 12" 340 AREA DRAIN SEE NOTE 1 (TYP.) 338.6± AD RIM 338.3 RIM 335.8 INV 335.3 8" LIMITS OF 35. 09 AL E ST WITH BO `F-.g"SD 4"0 PERFORATED PIPE LIMITS OF PERVIOUS PAVERS TC 336.4± MATCH EX. CL 26' DWY PER CITY STD DTL ST-219 TIE INTO EXISTING SS RECHANNELIZE / INV 332.2± EX. MH BASE (ELEC) Off ONE STORY BUILDING CONCRETE DRIVEWAY TSBo / EM PED ° AC PAVEMENT 355.96 FF THIRD FLOOR 348.19 FF SECOND FLOOR 338.46 FF IM 336.2 INV 333.7 co � co _ _ 7, •,16" Ld 337.3 GRASS 12'' •// 338.1 °Ass� r'8.I 0, 339.53 FF THRESHOLD 361.611 ROOF --.0.-AsSECOND FLOOR -70 BW 24411 SIGN GRASS STAPS TO SECOND FLOOR 337.3± 30 LF-8"SD @ S=0.02 25 LFH8"SD HP336.0 @ 5=0,02 -RIM 335.u, V 331.22 8" V 331.27 8" ASEMENT AD RIM 335.6 AD RIM 335.7 FLOW-T ROUGH PLANTER (TYP.) AD RIM 335.7 335.6 INV 333.6 TC 335.3 337.1 337.2 337.5 CB RIM 335.2 NV 33 TC 335.2 CL 26' DWY PER CITY STD DTL ST-21 BW TWO STORY BUILDING CD 336.4 GARAGE RIM 335.3 INV 330.0 oo PV BW UB 336.4 16" 335.7 20 40 Scale 1" = 20 60 fr DING uc) LiL Lri 10 TWO STORY BUILDING IL ARC TEC ARCHITECTURAL TECHNOLOGIES Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard, Building 22 (408) 727 6665 Santa Clara, California 95054 fax (408) 727 5641 >- -173' .2 Et ct3 ix) LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL Preliminary Grading Drainage & Utility Plan C2.0 PROJECT NO: 15062 LEGEND DRAINAGE AREA LIMITS BIOTREATMENT AREA DRAINAGE MANAGEMENT AREA TREATMENT CONTROL MEASURE SELF TREATING SELF RETAINING TREATMENT SUMMARY DMA TCM ST SR AREA TCM TREATMENT TYPE TOTAL AREA (SQ. FT.) IMPERVIOUS AREA (SQ. FT.) PERVIOUS AREA (SQ. FT.) TREATMENT AREA PROVIDED (SQ. FT.) DMA 01 TCM 01 BIORETENTION 5,216 5,216 0 208 DMA 02 TCM 02 BIORETENTION 4,318 4,318 0 172 DMA 03 TCM 03 BIORETENTION 5,973 5,973 0 238 DMA 04 TCM 04 BIORETENTION 3,640 3,640 0 145 DMA 05 TCM 05 BIORETENTION 19,278 19,278 0 772 SR01 - SELF TREATING 33,893 - 16,185 - STO2 - SELF TREATING 1,479 - 1,479 - STO1 - SELF RETAINING 18,798 2,154 2,875 - STORMWATER CONTROL NOTES 1. THE EXISTING SITE SOILS CONSIST OF CLAY (TYPE D) SOILS. 2. THE SITE STORM DRAIN RUNOFF WILL BE FILTERED BY BIOTREATMENT AREAS. ALL STORM WATER DRAINS TO THE PUBLIC STORM DRAIN SYSTEM AT THE NORTHWEST PORTION OF THE SITE. 3. POTENTIAL POLLUTANTS INCLUDE MOTOR VEHICLE LUBRICANTS, COOLANTS, DISC BRAKE DUST, LITTER AND DEBRIS. POLLUTANT SOURCE AREAS INCLUDE THE ASPHALT CONCRETE PARKING LOT AND DRIVE AISLES, THE ROOF OF THE BUILDING, AND THE SITE STORM DRAIN INLETS. ALL INLETS WILL BE MARKED "NO DUMPING - DRAINS TO BAY". THE PARKING LOT SHALL BE SWEPT REGULARLY TO PREVENT THE ACCUMULATION OF LITTER AND DEBRIS. 4. BIOTREATMENT AREA SHOWN ARE SCHEMATIC AND WILL BE ADJUSTED DURING FINAL DESIGN. 5. BIOTREATMENT SIZING IS BASED ON THE FLOW BASED CALCULATIONS METHOD (SIMPLIFIED SIZING METHOD) PER SCVURPPP HANDBOOK CHAPTER 5. FINAL SIZING MAY BE BASED ON EITHER THE FLOW BASED OR COMBINATION FLOW/VOLUME BASED METHOD ALLOWED IN CHAPTER 5. 6. STORMWATER IS INTENDED TO ENTER BIOTREATMENT AREAS FROM PAVED AREAS VIA CURB SLOTS ADJACENT TO POND. DOWNSPOUTS WILL BE DISCONNECTED AND DISCHARGE TO FLOW THROUGH PLANTERS AROUND PERIMETER OF BUILDING AS MAIN SOURCE OF TREATMENT FOR ROOF AREAS. 7. 8. MAINTENANCE OF STORMWATER TREATMENT MEASURES AND SOURCE CONTROLS WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. THE TOWN SHOULD REQUIRE A MAINTENANCE AGREEMENT ESTABLISHING THE PROPERTY OWNER'S RESPONSIBILITY. BIOTREATMENT MAINTENANCE 0G*NAs 17 ALBERTO WAY INSPECTION ACTIVITIES SUGGESTED FREQUENCY • INSPECT AFTER SEEDING AND AFTER FIRST MAJOR STORMS FOR ANY DAMAGES. POST-CONTRUCTION • INSPECT FOR SIGNS OF EROSION, DAMAGE TO VEGETATION, CHANNELIZATION OF FLOW, DEBRIS AND LITTER, AND AREAS OF SEDIMENT ACCUMULATION. PERFORM INSPECTIONS AT THE BEGINNING AND END OF THE WET SEASON. ADDITIONAL INSPECTIONS AFTER PERIODS OF HEAVY RUNOFF ARE DESIRABLE. SEMI-ANNUAL • INSPECT GRASS ALONG SIDE SLOPES FOR EROSION AND FORMATION OF RILLS OR GULLIES, AND SAND/SOIL BED FOR EROSION PROBLEMS. ANNUAL MAINTENANCE ACTIVITIES SUGGESTED FREQUENCY • MOW GRASS TO MAINTAIN A HEIGHT OF 3-4 INCHES, FOR SAFETY, AESTHETIC, OR OTHER PURPOSES. LITTER SHOULD ALWAYS BE REMOVED PRIOR TO MOWING. CLIPPINGS SHOULD BE COMPOSTED. • IRRIGATE DURING DRY SEASON (APRIL THROUGH OCTOBER) OR WHEN NECESSARY TO MAINTAIN THE VEGETATION. • PROVIDE WEED CONTROL, IF NECESSARY TO CONTROL INVASIVE SPECIES. AS NEEDED (FREQUENT, SEASONALLY) • REMOVE LITTER, BRANCHES, ROCKS BLOCKAGES AND OTHER DEBRIS AND DISPOSE OF PROPERLY. • REPAIR ANY DAMAGED AREAS IDENTIFIED DURING INSPECTIONS. EROSION RILLS OR GULLIES SHOULD BE CORRECTED AS NEEDED. BARE AREAS SHOULD BE REPLANTED AS NECESSARY. SEMI-ANNUAL • CORRECT EROSION PROBLEMS IN THE SAND/SOIL BED. • PLANT AN ALTERNATIVE GRASS SPECIES IF THE ORIGINAL GRASS COVER HAS NOT BEEN SUCCESSFULLY ESTABLISHED. RESEED AND APPLY MULCH TO DAMAGED AREAS. ANNUAL (AS NEEDED) • REMOVE ALL ACCUMULATED SEDIMENT THAT MAY OBSTRUCT THE PROPER OPERATION OF THE BIO TREATMENT POND. SEDIMENT SHOULD BE REMOVED WHEN IT BUILDS UP TO 3 IN. AT ANY SPOT, OR COVERS VEGETATION, OR ONCE IT HAS ACCUMULATED TO 10% OF THE ORIGINAL DESIGN VOLUME. REPLACE THE GRASS AREAS DAMAGED IN THE PROCESS. • ROTOTILL OR CULTIVATE THE SURFACE OF THE SAND/SOIL BED OF IF THE TREATMENT AREA DOES NOT DRAW DOWN WITHIN 48 HOURS. AS NEEDED (INFREQUENT) -•• ••• ••• ••- ••• ••• 0 20 40 Scale 1 " = 20 ft .0000000000.00/ 60 111 ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. D0 NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard, Building 22 (408) 727 6665 Santa Clara, California 95054 fax (408) 727 5641 LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL Preliminary Stormwater Management Calculations & Notes C3.0 PROJECT NO: 15062 18" MIN BIO-TREATMENT SOIL MIX C.3 SPECIFICATIONS CURB & GUTTER a° a a a ° ° 4., ° NZ--° a 4 a° ° ° a. as�' 1 lgo ° ° ,A° SLOTS SHALL ALIGN AS DIMENSIONED ON PLAN. P I,, 4 °_ a a - ° ° - 0.67' - (BSM) PER INFILTRATION RATE MIX 5"/ HR MAX 10"/ HR BOTTOM OF BIOTREATMENT POND SHALL OVERFLOW INLET WITH GRATE 6-INCH MIN. ABOVE LOW POINT OF PLANTING AREA, SEE GRADING PLANS FOR BE SET 6" LOWER THAN INLET RIM PLACE 4" 0 MIN. APPROVED LOCATIONS, RIM ELEVATION, AND INVERT ELEVATION (TYP.) COBBLES 3" BELOW CURB SLOTS UNDERLAIN WITH FILTER FABRIC (TYP.) WHERE SURFACE PARKING LAOT RUNOFF FLOWS INTO BIORETENTION. CLEANOUT WITH CAP AT FINISHED GRADE TOP OF BIOTREATMENT POND SHALL BE SET EQUAL TO POND INLET RIM ELEVATION, FINISH GRADE BIO-FILTRATION PLANT MATERIALS (SEE LANDSCAPE PLANS FOR SPECS) 6" MIN. PONDING SEE TREATMENT SEE GRADING/UTILITY PLAN. #5 VERTICAL @ 12"OC #4 HORIZONTAL�� - o TABLE F CONTROLSUMMARY R O 1 RUE PONDING DEPTH 3 I V I _ _ - 1 ---- --- I 3MAX - I T T I ► I SECTION A I /II/ \ /Ili \I ► r,A \ /II�� P On I I I I I I I fITI I 1 - NOT TO SCALE 3 MAX 0.25' 2" DIA. PVC WEEP HOLE-. @48" OC FINISHED 0 -Z �0�0 y, - CLASS II DRAIN 7-ROCK ENCASED FILTER FABRIC IN 2 co c r SLOTTED CURB & GUTTER I 3 INSTALL 12" WIDE APRON OF 6"-8" COBBLES AROUND BUBBLER RIM /- V12 CHRISTY BOX � WITH OPEN GRATE SEE PLAN FOR PLANTING MATERIALS (SEE LANDSCAPE PLANS) 0000L/,00Loovovo�ovok. RDODODODC �� o 0 0 �p�O'O� OHO''OHO''OHO''C ��3 o 0 0 0 C WHEN POND IS ADJACENT TO CURB GRADE I .R2.0.0.0ODO�� 0 0 ��lr��` C_ 0 0 DOODODODODODOC \0 0��0 0 0 0 o �� ENSURE A 24" WIDE SECTION OF SOIL _ ► oo 7, 3C iCi/ -n -n < 1 _ #4 @ @12" OC 4" MIN.- ( A� 1 IS COMPACTED TO 95% REL. COMPACTION FROM TOP OF POND TO BOTTOM OF DRAIN ROCK 12" CLASS II PERMEABLE ROCK / RIM ELEVATION ` (SS °° 12" �� %l w%\ \ \%,\�\�� °a y; ;<0',,,Tf . \ L _, 1 PER CALTRANS SPECIFICATIONS 4"0 PERFORATED UNDERDRAIN WITH PERFORATIONS FACING 10 HK o0 r ® \ o DOWN (SLOPE AT 0.5% MIN.). LINE SIDES AND BOTTOM OF TRENCH EXCAVATION WITH 20-MIL PVC INLET PIPE _. iv r" � 1° OUT NRPLACEIPE _ -0.67 , 1. BIORETENTION AREAS SHALL BE CONSTRUCTED UNDER 2. SOIL AT BOTTOM OF RETENTION AREA SHALL HAVE 3. IN -SITU TESTING SHALL BE PERFORMED BY THE SOILS 4. SEE TREATMENT CONTROL SUMMARY TABLE ON SHEET NOT TO SCALE THE OBSERVATION OF THE SOILS ENGINEER. A MINIMUM PERCOLATION RATE OF 5 INCHES/HOUR AND A ENGINEER TO VERIFY PERCOLATION RATE. C3.3 FOR REQUIRED PONDING DEPTH OF EACH BIOTREATMENT DEEPROOT WATER BARRIER TO REDUCE WATER INFILTRATION MAXIMUM RATE OF 10 INCHES/HOUR. POND. - VARIES NOT TO SCALE - MIRAFI 140 N � I ,o O O .O-�O O 3/4 1 1 o o CRUSHED-. o `DRAIN ROCK OU OUOUOUO I ao I r NOT TO SCALE L 36" DIAMETER BIORETENTION AREA 5 BUBBLER I 4 RETAINING WALL 1 OVERFLOW AREA DRAIN 6-INCH MIN. ABOVE LOW POINT OF PLANTING AREA, 18" MIN BIO-TREATMENT SOIL MIX -- WET WELL / - - - / 7 N / / \ - P B BOLTTEE RIM P OLD ACCESS A (SEE PLAN) HATCH SEE GRADING PLANS FOR LOCATIONS AND RIM ELEVATION (TYP.) (BSM) PER C.3 SPECIFICATIONS INFILTRATION RATE MIN 5"/ HR MAX 10"/ HR QJ // PLACE 4"MIN. APPROVED COBBLES GATE VALVE IN \� \� // // G-5 CHRISTY BOX WATERTIGHT PIPE BIO-FILTRATION PLANT MATERIALS 2" BELOW CURB SLOTS FOR MIN. 2' & �' UNDERLAIN WITH FILTER FABRIC TO MANHOLE (SEE LANDSCAPE PLANS FOR SPECS) 6" MIN. PONDING / / INLET (SEE PLAN) i fi OUTLET O III . - r rt SHALLCONNECTOR. CONFORM \ 1 TO ASTM C 923 SEE TABLES FOR TRUE PONDING DEPTH PLANTER CAP NOTE 4 BELOW) / \ \ \ // // CONCRETE MANHOLE COMPONENTS / / SHALL CONFORM TO ASTM C-478 AND (TYP.) (SEE 9" FROM TW TO POND TOP OF WALL = +2.05' \ / / AASHTO M1 99. FLAT TOPS AND BASE \ / SLABS SHALL BE DESIGNED FOR AASHTO OUTLET REFER TO PLAN -V ► UNLESS OTHERWISE NOTED ON GRADING PLAN N _ _ �� HS 20 WHEEL LOADING. - FOR CONDITION ADJACENT TO / BOLTED HATCI I (H-20 RATED) ' �� PUMP (TYP.) - DUCTILE IRON r PLANTER API/ ��II /1� II ��►/ IIn1// /��/ �� /1�/ /I�. /1/% ► / DISCHARGE PIPE OVERFLOW // PUMP STATION - PLAN (SEE PLAN) co r// / / NOT TO SCALE INLET (SEE PLAN) 0 L. / r I / / / ///////% . " // ZT11Rf ilAd tTER I'Lli:11`_,TATlt1N .lPv1I'LC: HIGH WATER ALARM , / I I 9„ / PUMP MODEL MYERS 4ux15M6 3 5.6�5" Imp. PUMP ON INSTALL RAMNECK /, � ��D� %�%�%�%�%I ��D / PUMP FLOW RATE (CF5) 0 29 ORE UAL TO EQUAL P5 MANHOLE DIAMETER (FT) 4 Z DE 6" CMU BLOCK W/ #4 @ 16" O.C. / 7 OO 0 ci2; ) �OO��J�O d j P5 MH RIM (ELEV) SEE CIVIL WATERTIGHT INFLOW PIPE INV (ELEV) 471.9 12 IN-N JOINTS (SEE NOTE 5 FOR ADDITIONAL INFO) calLOW I,\: n LC () % GRAVITY OUTFLOW PIPE INV iELEV) 0.09 8"OUT-1 i 'C0* ,\1/, u '�/2O_ �/LC �L•�/ WETWELL INVERT (ELE) 469.17 PUMP OFF . r� , - --4" O 0 i ° PUMP t}N (ELEV) 471.4 ' PUMP OFF 469,17 �� J00 6" PCC SLAB W/ #4 16" O.C.E.W. / (ELEV) n @ a ° HIGH LEVEL OFF (ELEV) 474,55 BOTTOM / REFER TO STRUCTURAL PLANS FOR HIGH LEVEL ON (ELEV) 474,15 I. / LOCATION OF DEEPENED FOOTINGS WHEN ADJACENT TO PLANTER. POND BUBBLE UP RIM (ELEV) 477,9 BRICK AND STORM DRAIN OUTLET - /INVERT VARIES MORTAR FILLET SUBMERSIBLE PUMP PUMP NOTES: 1' l 1 ' i ' ' ' ' ' 1 1 1 I i l SEE Ili-ill-1 1 l CHART III l III ON 1 1 1 1 III 1 1 I 1 III 1 Hi-. 1 1. PLACEMENT OF BIOTREATMENT SOIL MIX SHALL BE CONSTRUCTED UNDER THE OBSERVATION OF THE SOILS ENGINEER. 2 INCCHES TREATMENT HOUR AND A MAX M M RATE OF MINIMUMSOIL MIX SHALL HAVE A 0CHES/ OURLATION RATE OF 5 20-mil IMPERMEABLE LINER 12" CLASS II PERMEABLE ROCK _ 1. VAULT, LID, BASE, ACCESS OPENING, CONTROLS, ELECTRICAL SUPPLY, AND FLOAT SWITCHES, SHALL BE A CONTRACTOR DESIGN/BUILD ITEM. THIS SHEET 2. THE CONTRACTOR IS RESPONSIBLE FOR PERMIT PROCESSING AS REQUIRED FOR INSTALLATION OF THE PUMP STATIONS. 3. THE CONTRACTOR, AS REQUIRED BY THE REVIEWING AGENCY, SHALL SUPPLY DRAWINGS, DOCUMENTATION, AND CUT SHEETS. 4. PUMPS SHALL BE A SUBMERSIBLE TYPE CAPABLE OF PASSING 2" SOLIDS. 5. PUMPS SHALL BE SIZED TO DELIVER REQUIRED GPM PER TABLE TO THE STRUCTURE SHOWN ON THE PLAN. 6. PUMPS SHALL BE MOUNTED ON STAINLESS STEEL RAILS WITH ATTACHED CHAIN FOR DISCONNECTION AND RECOVERY OF THE PUMP ASSEMBLY WITHOUT ENTERING THE VAULT. 7. PUMP STATION SHALL BE DESIGNED AS A SIMPLEX (ONE PUMP) OR DUPLEX (TWO PUMP) FORA NON -EXPLOSIVE ENVIRONMENT. 8. SEE PLAN FOR INVERT AND RIM ELEVATIONS. NOT TO SCALE 3. ON -SITE TESTING SHALL BE PERFORMED BY THE SOILS ENGINEER TO VERIFY PERCOLATION RATE. 4. 8"X2"X16" PRECISION WALL CAP (COLOR : COOL GREY) AS PROVIDED BY PER CALTRANS SPECIFICATIONS 4"0 PERFORATED UNDERDRAIN WITH PERFORATIONS FACING ANGELUS BLOCK. DOWN. 5. USE SINGLE SIDED SPLIT FACE BLOCK (COLOR : COOL GREY) BY ANGELUS BLOCK FOR ABOVE GRADE PLANTER. 6. REFER TO GRADING PLANS FOR CLEANOUT LOCATION. 7. MAINTENANCE OF STORMWATER TREATMENT MEASURES AND SOURCE CONTROLS WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. NOT TO SCALE FLOW -THROUGH PLANTER I 6 CONCEPTUAL STORM DRAIN PUMP STATION I 2 ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. D0 NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard, Building 22 (408) 727 6665 Santa Clara, California 95054 fax (408) 727 5641 LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL Preliminary Details C3.1 PROJECT NO: 15062 LEGEND FIBER ROLL EROSION BARRIER DETAIL 2, SHEET C4.1 DRAIN INLET PROTECTION DETAIL 4, SHEET C4.1 STABILIZED CONSTRUCTION ENTRANCE DETAIL 3, SHEET C4.1 NOTE: r� LJ 1) ALL AREA DRAINS AND FLOW -THROUGH PLANTER STORM DRAIN OVERFLOWS LOCATED ABOVE THE UNDERGROUND GARAGE SHALL BE CONNECTED THROUGH GARAGE AND DESIGNED BY THE PLUMBER AT THE BUILDING PERMIT STAGE. I / / �) 0- M 345 2. ,0 B RWL 342.68 TC 342.98 EP x 342.6 3.32 EP 338.01 3429 / I . ) .) L I 40.6 339.0 F 341.2 41.6 11J ID 16'"(MT) LANDSCAPE 339.2 FL AD -RIM 345.09 Nig 3_9.6 FL 31.3 03 341.r5. 41.3 341 EW 340.8 13"(MT 340.5 311 �8 '1°'341.1 FIBER RO L LANDSCAPE eL-AAD-RIM 344.60 GI\AD-RIM 344.63 344.75 FF THRESHOLD NOTE: PROTECT ALL INLETS WITHIN 150' OF PROJECT SITE i ALBERTO WAY STORY BUILDING KITH BASEMENT M M CI) �0 M r-J 344.7 DITCH 340.7 340.90 F' 340.99 EP 333 EW/RWL /WALKWAY TO BASEMENT CO -RIM 343.05--0 ONE STORY BUILDING O O O 00-0- Mi) LANDSCAPE m 0 0 CV , N 0- 4 0 J M x341.2 HIGHWAY 17 A00 �J N0) CODO 00 r7 342.03 EP .341.8 342.16 EP 0- 0 M 342.01 EP x341.8 341 340 37.9 « __ _ _ A8" , 340 - m i, _�'�~rrr�N �_ 41: 0) 21 �...N U� o "ji3, - ...j �- ��- �r__ • 340, 8 LANDSCAPE CONCRETE DRIVEWAY 340.62 BW 340.66 C 342.1 M UB 341.61 C 338.68 C SDMH-RIM 340.80 TRENCH DRAIN 1ST FLOOR COVERED WALKWAY/ ABOVE BASEMENT 332 36 BASEMENT WALKWAY EW BELOW INV 337.20 16" (OUT -IN 339.31 PV 338.,, 405 ALBERTO WAY ONE STORY BUILDING WITH BASEMENT x337.8 338.72 I_IP 336653._LIP 0 336.40 LIP 339 336.61M 6.7 ALBERTO WAY PV 'IH_RIM 336.88 CB-TC 338.28 INV 335.3N3 12" (OUTSE)CONCRETE SIDEWALK 38.46 BW CO -RIM 339.21 ONE STORY BUILDING (ELEC) 0 t336.50 TC 79 332.08 --6-\\340.21 CBRID6E 9 33..43 FL 339.4 IP340.35 C 336.16 LIP 335.81 FL 336.42 355.96 FF THIRD FLOOR 348.10 FF SECOND FLOOR 338.46 FF 335.95 LIP EV CONCRETE DRIVEWAY AC PAVEMENT 00 00 MJ No CC 0-_ M �35.59 TC 335.14 FL v) 335.21 LIP 335 56 9-0 -2,7 GRASS STAIRS TO SECOND FLOOR 0 M M 335.31 4 4 PV M M M !r 335.49 BW TWO STORY BUILDING 24 336.5 BASEMENT WALL (= BELOW 1ST Li 0 336.04 TC 335.59 FL 335.72 LIP GRASS 339.53 FF THRESHOLD 361.60 ROOF BUILDING tee -SECOND FLOOR 341.47 41.1 12" 340 .335.1 DITCH 340.98 TC 340.55 C (2)AC UNIT r \335.81 TC 335.43 FL 335.74 PV ' 0; M M r? M� 338.1 4 • 338.0 TWO STORY LANDSCAPE SSMH-RIM 337.40 INV 331.8 6" (THRU) 218 43 07' x334.6 •337.0 3.36 9 6" 337.5 336.96 FC 336.35 FC 336.8 336.33 FC / 336.45 FC 10" 336.9 336.63 FC 337.46 FC 10" /337.8 12" 338.0 1 12" 337.4 337.77 FC 8" 338.1 345.3 12" 337.7 336.7 I .12" 336.8 336.4 335.76 FC TCD I^ 0 , 334.66 0' PV O I0 M � NA 34.7 j 0 J 0 CO 336.4 M 337.5 GARAGE 0 INV 330.91 6" (IN INV 330.81 6" (0U 6' HIGH MASONARY SOUND WALL 334.79 LL.85 PV 7 GRASS AC PAVEMENT N M 337.9 LANDSCAPE 3574796 �J -00 07 PV 0') PV 9- 0 74 SUB BW 335.7 20 40 Scale 1" = 20 ft 336.73 FC 338.4 16" 336.4 CO -RIM 3 1 AC I( 8"(M T )' 337.9 s I LLJ Q I 0 w w 0) U Z c I 60 ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. D0 NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: kW KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard, Building 22 (408) 727 6665 Santa Clara, California 95054 fax (408) 727 5641 >- ua LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL Preliminary Erosion Control Plan C4.0 PROJECT NO: 15062 DIRECTION SAND SIFTER'BAG FILTER FABR PROFILE BACK OF CURB DIRECTION OF FLOW SAND SIFTER BAG INSTALL FILTER FABRIC UNDER GRATE CURB INLET SAND SIFTER BAG STORM INL BACK OF WALK CURB INLET FLAT GRATE INLET DIRECTION OF FLOW CONTRACTOR SHALL LAY -SILT SIFTER BAGS TIGHTLY TOGETHER NOTES: 1. PLACE SAND SIFTER BAGS ON GENTLY SLOPING STREET SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. INSPECT BAGS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, REPLACE BAGS AS NECESSARY. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. NOT TO SCALE NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE O EXISTING PAVED ROADWAY MATCH EXISTING GRADE NOT TO SCALE /4 0 CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 4" fA Aida 12" MIN, UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" \ / / \ / \ OCJA SEDIMENT TRAPPING DEVICE -CORRUGATED STEEL PANELS -ORIGINAL GRADE FILTER FABRIC ORIGINAL GRADE 12" MIN, UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER 24' MIN. 50' MIN. -FILTER FABRIC SECTION B-B CORRUGATED STEEL PANELS OR FOUR TIMES THE CIRCUMFERENCE OF THE LARGEST CONSTRUCTION VEHICLE TIRE, WHICHEVER IS GREATER w 0 T U 1.1 DIRECTION, OF FLOW 3" MIN. 5" MAX. 12" MIN. NOTES: STRAW FIBER ROLL WRAPPED IN A TUBULAR BLACK PLASTIC NETTING WITH A DIAMETER OF 8"-10". _-3/4" x 3/4" WOOD STAKE @ 4' O.C. FINISHED GRADE FOR FLAT AREAS 1. FIBER ROLL COMPOSED OF BIO-DEGRADEABLE FIBERS STUFFED INTO A PHOTO-DEGRADEABLE OPEN WEAVE NETTING. 2. FIBER ROLL EROSION BARRIER TRAPS SEDIMENT AND REDUCES SHEET AND HILL SIDE EROSION BY REDUCING SLOPE GRADIENT. IT INCREASING INFILTRATION RATES AND BY PRODUCING A FAVORABLE ENVIRONMENT FOR PLANT ESTABLISHMENT. 3. FIBER ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE FIBER ROLL IN A TRENCH 3"-5" DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND FIBER ROLL. NOT TO SCALE OF FLOW MATERIALS: ANGLE GRAVEL BAGS UP SLOPE TO PREVENT RUN-OFF FROM ENTERING INLET DIRECTION OF FLOW BAGS SHALL BE PLACED AT 50' INTERVALS BUT ENDS OF GRAVEL BAGS TIGHTLY TOGETHER 1. BAG MATERIAL: BAGS SHALL BE WOVEN POLYPROPYLENE, POLYETHYLENE OR POLYAMIDE FABRIC, MINIMUM UNIT WEIGHT 135 G/M2 (FOUR OUNCES PER SQUARE YARD), MULLEN BURST STRENGTH EXCEEDING 2,070 KPA (300 PSI) IN CONFORMANCE WITH THE REQUIREMENTS IN ASTM DESIGNATION D3786, AND ULTRAVIOLET STABILITY EXCEEDING 70% IN CONFORMANCE WITH THE REQUIREMENTS IN ASTM DESIGNATION D4355. 2. BAG SIZE: EACH GRAVEL -FILLED BAG SHALL HAVE A LENGTH OF 450 MM (18 IN), WIDTH OF 300 MM (12 IN), THICKNESS OF 75 MM (3 IN), AND MASS OF APPROXIMATELY 15 KG (33 LB). BAG DIMENSIONS ARE NOMINAL, AND MAY VARY BASED ON LOCALLY AVAILABLE MATERIALS. ALTERNATIVE BAG SIZES SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO DEPLOYMENT. 3. FILL MATERIAL: GRAVEL SHALL BE BETWEEN 10 MM AND 20 MM (0.4 AND 0.8 INCH) IN DIAMETER, AND SHALL BE CLEAN AND FREE FROM CLAY BALLS, ORGANIC MATTER, AND OTHER DELETERIOUS MATERIALS. THE OPENING OF GRAVEL -FILLED BAGS SHALL BE BETWEEN 13 KG AND 22 KG (28 AND 48 LB) IN MASS. FILL MATERIAL IS SUBJECT TO APPROVAL BY THE SOILS ENGINEER. INSPECTION AND MAINTENANCE: 1. INSPECT GRAVEL BAG BERMS BEFORE AND AFTER EACH RAINFALL EVENT, AND WEEKLY THROUGHOUT THE RAINY SEASON. 2. RESHAPE OR REPLACE GRAVEL BAGS AS NEEDED, OR AS DIRECTED BY THE INSPECTOR. 3. REPAIR WASHOUTS OR OTHER DAMAGES AS NEEDED, OR AS DIRECTED BY THE INSPECTOR. 4. INSPECT GRAVEL BAG BERMS FOR SEDIMENT ACCUMULATIONS AND REMOVE SEDIMENTS WHEN ACCUMULATION REACHES ONE-THIRD OF THE BERM HEIGHT. REMOVED SEDIMENT SHALL BE INCORPORATED IN THE PROJECT AT LOCATIONS DESIGNATED BY THE INSPECTOR OR DISPOSED OF OUTSIDE THE RIGHT-OF-WAY IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS. NOT TO SCALE DRAIN INLET PROTECTION 4 STABILIZED CONSTRUCTION ENTRANCE 3 FIBER ROLL EROSION BARRIER 2 GRAVEL BAG 1 RISK LEVEL 2 EROSION CONTROL NOTES BEST MANAGEMENT PRACTICES SUMMARY TABLE EROSION CONTROL FACILITIES AND MEASURES ARE TO BE INSTALLED AND OPERABLE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND SHALL CONTINUE IN EFFECT UNTIL INSTALLATION OF THE PERMANENT PROJECT LANDSCAPING AND PAVING. 2. CHANGES TO THE EROSION CONTROL MEASURES INDICATED ON THESE PLANS AND DESCRIBED HEREIN TO ACCOMMODATE FIELD CONDITIONS MAY BE MADE ONLY WITH THE PRIOR APPROVAL OF OR AT THE DIRECTION OF THE QUALIFIED SWPPP PRACTITIONER (QSP) OR QUALIFIED SWPPP DEVELOPER (QSD). 3. CONTRACTOR/QSP SHALL BE RESPONSIBLE FOR IMPLEMENTING THE PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY KIER & WRIGHT PER THE CURRENT NPDES GENERAL PERMIT. THE SWPPP SHALL BE KEPT ON -SITE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) - REGION 2 AND/OR THE CITY. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MONITORING AND REPORTING. THE OWNER SHALL REGISTER THE PROJECT VIA THE SMARTS SYSTEM AND ESTABLISH ACCESS FOR THE QUALIFIED SWPPP DEVELOPER, PRACTITIONER AND CONTRACTOR. ANNUAL REPORTS MUST BE SUBMITTED TO THE BOARD BY SEPTEMBER 1ST OF EACH YEAR FOR PROJECT WITH AN ACTIVE WDID NUMBER. 5. ALL REPAIRS TO EROSION CONTROL MEASURES SHALL BE DOCUMENTED IN THE SWPPP UNDER ATTACHMENT 4. 6. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED BY THE QSP (OR PERSONNEL PROPERLY TRAINED BY THE QSP) AND REPAIRED, AS REQUIRED, AT THE CONCLUSION OF EACH WORKING DAY DURING CONSTRUCTION. THE QSP SHALL INSPECT THE EROSION CONTROL FACILITIES AND MAKE NECESSARY REPAIRS THERETO PRIOR TO ANTICIPATED STORMS, AND SHALL PERIODICALLY INSPECT THE SITE AT REASONABLE INTERVALS DURING STORMS OF EXTENDED DURATION. REPAIRS TO DAMAGED FACILITIES SHALL BE REPAIRED IMMEDIATELY. 7. A CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT ANY POINT OF EGRESS FROM THE SITE. THE CONSTRUCTION ENTRANCE SHOULD BE COMPOSED OF COARSE DRAIN ROCK (3"-5" IN DIAMETER) AT LEAST TWELVE (12) INCHES THICK BY FIFTY (50) FEET LONG BY TWELVE (12) FEET WIDE AND SHALL BE MAINTAINED UNTIL THE SITE IS PAVED. REFER TO ATTACHMENT 1, DETAIL TC-1, OF THE SWPPP FOR ADDITIONAL INFORMATION. 8. STORM DRAIN INLET PROTECTION SHALL BE CONSTRUCTED AROUND EACH STORM INLET AS INDICATED ON THE EROSION CONTROL PLAN. INLET PROTECTION SHALL BE MAINTAINED IN PLACE UNTIL THE CONCLUSION OF THE SITE PAVING AND THE INSTALLATION OF PERMANENT LANDSCAPING. ALL INLETS WHICH ARE NOT PROTECTED SHALL BE COMPLETELY BLOCKED AS LONG AS THE EROSION CONTROL PLAN IS IN EFFECT. SEE DETAIL 1 BELOW AND SWPPP ATTACHMENT 1, DETAIL SE-10, FOR ADDITIONAL INFORMATION. 9. STOCKPILES OF CONSTRUCTION MATERIALS, INCLUDING SOIL, SHALL BE PROPERLY SECURED WITH BMP'S TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, WIND, ETC. STOCKPILES NOT ACTIVELY BEING USED SHALL BE COVERED; ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. REFER TO ATTACHMENT 1, DETAIL WM-3, OF THE SWPPP FOR ADDITIONAL INFORMATION. 10. CONTRACTOR SHALL INSTALL FIBER ROLLS ALONG THE TOP, FACE AND TOE OF EXPOSED AND ERODIBLE SLOPES. REFER TO ATTACHMENT 1, DETAIL SE-5, OF THE SWPPP FOR ADDITIONAL INFORMATION INCLUDING SPACING REQUIREMENTS. 11. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT ANTICIPATED STORM RUNOFF DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON -STORM WATER DISCHARGES) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT - CONSTRUCTION ACTIVITY. 12. ANY DAMAGE TO REVEGETATED SLOPES SHALL BE REPAIRED AS SOON AS PRACTICABLE. 13. CONTRACTOR SHALL DISCONTINUE THE APPLICATION OF ANY ERODIBLE LANDSCAPE MATERIAL WITHIN 2 DAYS BEFORE A FORECASTED RAIN EVENT OR DURING PERIODS OF PRECIPITATION. 14. FOLLOWING EACH STORM, THE QSP SHALL INSPECT EACH STORM INLET PROTECTION MEASURE TO ASSURE THE INTEGRITY OF THE BASIN AND OUTLET PIPE. ANY DAMAGE TO THESE OR OTHER EROSION CONTROL DEVICES SHALL BE REPAIRED AS SOON AS PRACTICABLE. 15. THE CONTRACTOR/QSP SHALL BE SOLELY RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE EROSION CONTROL FACILITIES AND SHALL CONDUCT PERIODIC INSPECTION OF THE PROJECT SITE DURING STORMS OF PROLONGED DURATION AND/OR HEAVY INTENSITY TO ASSURE THAT THEY FUNCTION IN THE MANNER DESCRIBED HEREIN. 16. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPER -CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON -SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 17. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. 18. APPROPRIATE BMPS FOR CONSTRUCTION -RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 19. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANK, PORTABLE TOILETS, LIQUIDS, GELS AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE / PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHTS -OF -WAYS AND FLOW -LINES. 20. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN -HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. 21. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. 22. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 23. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NON -CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. 24. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100% SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. 25. SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN (REAP) AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY THE REGIONAL BOARD NPDES PERMIT, GENERAL PERMIT - CONSTRUCTION ACTIVITIES. 26. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. 27. NO USE OF POTABLE WATER FOR CONSTRUCTION PURPOSES, INCLUDING WASHING STREETS, BACKFILL, AND DUST CONTROL UNLESS NO OTHER SOURCE OF WATER OR OTHER METHOD CAN BE USED. 28. PROJECTS THAT HAVE BIOTREATMENT CONTROL MEASURES IN PLACE MAY DISCHARGE INTO THEM, BUT THE CONTRACTOR MUST CONTACT PUBLIC WORKS 24 HOURS IN ADVANCE, FOR APPROVAL. A PUBLIC WORKS INSPECTOR WILL BE REQUIRED TO MONITOR THE DISCHARGE PROCESS, IF APPROVED." 29. BMP'S FOR FIRE SERVICE UNDERGROUND PIPING AND EQUIPMENT TESTING MUST BE IN ACCORDANCE TO "WATER -BASED FIRE PROTECTION SYSTEMS DISCHARGE BEST MANAGEMENT PRACTICES MANUAL" (FIRE HYDRANT SYSTEMS, FIRE SPRINKLER SYSTEMS, AND FIRE PUMPS) WHICH REQUIRES FLUSHING OF THE FIRE SYSTEMS INTO THE SANITARY SEWER SYSTEM WILL NEED TO CONTACT AND COORDINATE WITH WEST VALLEY SANITATION DISTRICT A MINIMUM OF TWO DAYS IN ADVANCE OF THE FLUSH. WVSD WILL NEED TO KNOW THE ANTICIPATED DISCHARGE POINT, VOLUME AND RATE OF DISCHARGE. DEPENDING ON THE ANTICIPATED VOLUME, A PERMIT FROM WVSD MAY BE REQUIRED. WVSD WILL ESTABLISH AN ACCEPTABLE DISCHARGE RATE FOR EACH DISCHARGE. PLEASE CONTACT, ASSISTANT ENGINEER, JORGE PICADO, AT (408)385-3009 TO COORDINATE THESE ACTIVITIES. DIRECT DISCHARGE INTO THE STORM DRAIN SYSTEM IS NOT PERMITTED. BMP CATEGORY BMP USED EROSION CONTROL HYDROSEEDING & FIBER ROLLS SEDIMENT CONTROL STRAW WATTLES & INLET PROTECTION GOOD SITE MANAGEMENT STABILIZED CONSTRUCTION ENTRANCE & PROPERLY CLEAN ALL VEHICLE LEAKS NON-STORMWATER MANAGEMENT STREET SWEEPING RUN-ON AND RUN-OFF CONTROL FIBER ROLLS ACTIVE TREATEMENT SYSTEMS N/A ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. D0 NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard, Building 22 (408) 727 6665 Santa Clara, California 95054 fax (408) 727 5641 LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL Preliminary Erosion Control Notes & Details C4.1 30. ANY CONTRACTOR PERFORMING WATER -BASED FIRE PROTECTION SYSTEMS TESTING PROJECT NO: 15062 LEGEND CUT OUTSIDE GARAGE FOOTPRINT CUT INSIDE GARAGE FOOTPRINT 'BASEMENT EXCAVATION EARTHWORK QUANTITIES CUT: FILL: EXPORT: 48,119 CY 711 CY 47,408 CY 0 O (/) 0 1- �1� V 346.01 FL 346.57 FL 347 32 FI I 348.02 FL I 348.67 FL 5- /TSB TB 345 2x B 344.31 TC 344.01 FL 344.28 LIP / 344.17 FL, / 344.72 FL / 344.78 FL / I I 3 6.541BW 3,0..3 L E\ P 0, 00 00 iSCN m RD AD -RIM 345.09 ,...e / / 343.25 TC / 343.00 FL T43.30 FL 43.2 x342. 342, / 44. 4 BW 339.0 F 341.2 LANDSCAPE 339.2 FL 342.65 /C 3- -Ea 348.5 BW RWL 347.5 3.9.6 FL 342.68 TC / 3.32 EP 338.01 41.6 EN,_ 3 1.3 F1.' 0 340.7 341.8 341.68 EW 341.66 S„ 340.8 (2)AC II ONE WIT 342.98 EP 340.99 EF' 17.1CUT X� �v 17.7' CUT LANDSCAPE eL,„AD-RIM 344.60 �AD-RIM 344.63 RWL BERT Y BUIL MENT 344.7 DITCH 340. 340.90 EL T41.84 340.62 PV 343.3 g CO -RIM 343.05,0 ONE STORY BUILDING 361.64 ROOF 344.75 FF THRESHOLD CO CL �J 4 4 N 0, 0 90 0J M)'1 x341.2 LANDSCAPE 342.16 EP T" 340.2 AC VEMENT 22.9' CUT J39.93 40.00 TC 338.98 TC v) _ 9.93 FL 8.83 FL «; 337. 3 ' .98 LIP 33•.14 LIP r /337.97 L 34.32 \339.53 PV PV 3) . 2 TC FL 338.8 PV PV 339.24 c_)_1p� PV u O O O o O pJ �r7 CONCRETE DRIVEWAY 340.62 BW 340.66 C 338.68 C SDMH-RIM 340.80 341.61 C TRENCH DRAIN NEWS BOX TCD 337.77 TC 337.29 TC 337.27 FL 336.81 FL 8 337.43 HP 336.94 LIP 338�.30 P° 00J CB-TC bu PV 15T �1 / HIGHWAY 17 338.67 P Al. PAVER 337.12 336.93 TC 336.38 TC .48 FL PP. 336.29 FL 3'36:58..„HP 3, 336.40 LIP ° L6.79 38 00 PV DI -RI 336.61 FL / 336.62 LIP AL B E RTO WAY SSMH-RIM 332.36 6' (IN-E) !NV 332.12 6" (OUT-N) 336.61 337.31/ 338.46 BW 0 28 CONCRETE SIDEWALK INV 335.3N3 12' (OUT SE) CO -RIM 339.21 x 336.88 (ELEC) O CO -RIM 337.88 CB LLI ONE STORY BUILDING 336.47 1.61 CUT .337 336.24 TC 336 336.20 336.31 342.03 EP 341 34 340 PI- 4 CO 17 2' CUT TC 335.95 LIP 336.42 PV CONCRETE DRIVEWAY AC PAVEMENT THIRD FLOOR SECOND FLOOR LL CV 0 335.81 TC 335.43 FL 12" 340 DITCH In 335.14 FL 335.33 PV GRASS mi. 337.5 STAIRS TO SECOND FLOOP BW TWO STORY BUILDING LANDSCAPE 0.2 FILL x 3.8 CUT 0,335.15 PV 336.5 334.89 BW GARAGE LANDSCAPE 335.59 FL 335.72 LIP RT PV LID TWO STORY FLOOR BUILDING CL 0/337 0 10" /337.8 12" 338.0 337.4 337.77 FC 12" 337 7 1337.5 I3855.9 336.7 336.8 8" 336.2 TCD 334.66 0" 336.9 3.36.9 337.5 336.8 338.3 338.7 SSMH-RIM 337.51 6' HIGH MASONARY SOUND WALL PV ,334.79 ,3.34Et PV PV AC PAVEMENT UB 338.1 PV CL BW 74 20" AC 337.9 336.4 CO -RIM 335.56 335 7 GRASS 20 40 Scale 1" = 20 ft ARC TEC ARCHITECTURAL TECHNOLOGIES Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard, Building 22 (408) 727 6665 >- _2 Et LLI Lo LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL Preliminary Excavation Plan C5.0 PROJECT NO: A15062 18" MIN BIO-TREATMENT SOIL MIX C.3 SPECIFICATIONS SLOTS SHALL ALIGN AS DIMENSIONED CURB & GUTTER- -----___ P-�0.67'� i 4° _ _ _ 1 0 - ON PLAN. ,I, , (BSM) PER INFILTRATION RATE MIX 5"/ HR MAX 10"/ HR BOTTOM OF BIOTREATMENT POND SHALL OVERFLOW INLET WITH GRATE 6-INCH MIN. ABOVE LOW POINT OF PLANTING AREA, SEE GRADING PLANS FOR BE SET 6" LOWER THAN INLET RIM PLACE 4"O MIN. APPROVED LOCATIONS, RIM ELEVATION, AND INVERT ELEVATION (TYP.) COBBLES 3" BELOW CURB SLOTS UNDERLAIN WITH FILTER FABRIC (TYP.) WHERE SURFACE PARKING LAOT RUNOFF FLOWS INTO BIORETENTION. CLEANOUT WITH CAP AT FINISHED GRADE TOP OF BIOTREATMENT POND SHALL BE SET EQUAL TO POND INLET RIM ELEVATION, • • ` FINISH GRADE ` BIO-FILTRATION PLANT MATERIALS (SEE LANDSCAPE PLANS FOR SPECS) 6" MIN. PONDING SEE TREATMENT SEE GRADING' ILITY PLAN. #5 VERTICAL @12"OC #4 HORIZONTAL , I CONTROL SUMMARY TABLE FOR 1 - TRUE PONDING DEPTH - ---- ---1 _ -3 MAX T- T = @12" OC _1.0o SECTION A All/ \ Ill \� III � Ertel AIA/ IIt�� LI �I 1 NOT TO SCALE `s) • --��C �0 0 3 MAX co PLANTING m E SLOTTED CURB & GUTTER 3 0.25' 2" DIA. PVC WEEP HOLE @48" OC� FINISHED • --- CLASS II DRAIN ROCK ENCASED FILTER FABRIC IN INSTALL 12" WIDE APRON OF 6"-8" COBBLES AROUND BUBBLER RIM V12 CHRISTY BOX WITH OPEN GRATE SEE PLAN FOR MATERIALS )� )� )� )� ) (SEE LANDSCAPE PLANS) �/ Co >� �� /_` )� JcUcUcUcUc, ' O O O O � _�� WHEN POND IS ADJACENT TO CURB GRADE _ ci=2 0 C' 0 0 0 0 �l /n ��c � 0 0 �� ,� O O O O O O - ��/��/��10�10�10� �" n" nil /nil /il / ENSURE A 24" WIDE SECTION OF SOIL 1 • II 4" MIN. -I / / 1 \ 1 IS COMPACTED TO 95% REL. COMPACTION FROM TOP OF POND TO BOTTOM OF DRAIN ROCK 12" CLASS II PERMEABLE ROCK RIM ELEVATION o O O c ' r 0.25' � #4 @12" OC ti 12"� s L / -_ 1 PER CALTRANS SPECIFICATIONS 4" O PERFORATED UNDERDRAIN WITH PERFORATIONS FACING • • • • 0 1 • DOWN (SLOPE AT 0.5% MIN.). LINE SIDES AND BOTTOM OF TRENCH EXCAVATION WITH 20-MIL PVC �` N INLET PIPE GROUT PIPE IN PLACE -0.67'- VARIES 1. BIORETENTION AREAS SHALL BE CONSTRUCTED UNDER THE OBSERVATION OF THE SOILS ENGINEER. 2. SOIL AT BOTTOM OF RETENTION AREA SHALL HAVE A MINIMUM PERCOLATION RATE OF 5 INCHES/HOUR AND A 3. IN -SITU TESTING SHALL BE PERFORMED BY THE SOILS ENGINEER TO VERIFY PERCOLATION RATE. 4. SEE TREATMENT CONTROL SUMMARY TABLE ON SHEET C3.3 FOR REQUIRED PONDING DEPTH OF EACH BIOTREATMENT NOT TO SCALE DEEPROOT WATER BARRIER TO REDUCE WATER INFILTRATION MAXIMUM RATE OF 10 INCHES/HOUR. POND. NOT TO SCALE MIRAFI-I 140 N I 3/4"-1 CRUSHE DRAIN 1/2" ROCK f I T L-36" DIAMETER NOT TO SCALE T BIORETENTION AREA 5 BUBBLER 4 RETAINING WALL 1 r OVERFLOW AREA DRAIN 6-INCH MIN. ABOVE LOW POINT OF PLANTING AREA, 18" MIN BIO-TREATMENT SOIL MIX VOL P OF / / / V - WET WELL - - -N \ \ N \ \ �p BOLTTEE AC ACCEE D SS HATCH SEE GRADING PLANS FOR LOCATIONS AND RIM ELEVATION (TYP.) / (BSM) PER C.3 SPECIFICATIONS INFILTRATION RATE MIN 5"/ HR MAX 10"/ HR PLACE 4"0 MIN. APPROVED COBBLES RIM (SEE PLAN) / \ \ cl r/\ // / / G-5 CHR TY BOX WATERTIGHT PIPE BIO-FILTRATION PLANT MATERIALS 2" BELOW CURB SLOTS FOR MIN. 2' & / UNDERLAIN WITH FILTER FABRIC INLET PLAN) �1�� \ \ TO MANHOLE CONNECTOR. (SEE LANDSCAPE PLANS FOR SPECS) 6" MIN. PONDING / / / (SEE ,1 OUTLET I i O �I� SHALL CONFORM / I TO ASTM C-923 SEE TABLES FOR TRUE PONDING DEPTH PLANTER CAP (SEE NOTE 4 BELOW) \ \ \\ \ \ \\ / / CONCRETE MANHOLE COMPONENTS / / SHALL CONFORM TO ASTM C-478 AND / / AASHTO M 1 99. FLAT TOPS AND BASE _ (TYP.) f 9" FROM TW TO POND TOP OF WALL = +2.05' OTHERWISE / SLABS SHALL BE DESIGNED FOR AASHTO OUTLET REFER TO PLAN i - / UNLESS NOTED ON GRADING PLAN \ 8 - _ / , / HS-20 WHEEL LOADING. FOR CONDITION - / ADJACENT TO / BOLTED HATCI I (H-20 RATED) - - -' / 'UMP (TYP.) DUCTILE IRON 1 1 1 PLANTER ��41,�� ^��, , / DISCHARGE PIPE OVERFLOW I(SEE PUMP STATION - PLAN PLAN) co NOT TO SCALE INLET (SEE PLAN) b �/// //////////i STE_1P IINATE14 PUMP STaTI FN S VIPLC HIGH WATER ALARM % %9„ i 1 L PUMP MODEL MDYi95 4Vi(15M5-4 # 5.515" Imp. PUMP ON INSTALL RAMNECK /, /, �� O O 0 0 0 0 C)L- O O 0 -L)� � c) c) O O O O O% 0 0 0 0 0 0 0 0 � / / / PUMP FLOW RATE (CM ORE UAL TO Q P5 MANHOLE DIAMETER (FTj 4 Z PROVIDE 6" CMU BLOCK W/ #4 @ 16" O.C. /% � C) ODOE_ ��0 DC) -' D000 D 20 Q�� 000C J 0 d �DOO� /, P5 MH RIM (ELEIr) SEE CIVIL WATERTIGHT LOW INFLOW PIPE INV (ELEV) 471.9JOINTS 12" IN-N (SEE NOTE 5 FOR ADDITIONAL INFO � ��S I GRAVITY OUTFLOW PIPE INV+ EILEV DM OUT=VIi WETWELL INVERT(ELEV) 4138,17 PUMP OFF -- �4" ° a O °/ ��° ° , PUMP ON LELEV 471.4 ) PUMP OFF 459,17 6" PCC SLAB W/ #4 @ 16" 0.C.E.W. �� 1 (ELEV) n °o ° ° HIGH LEVEL OFF (ELEV) 474,55 BOTTOM REFER TO STRUCTURAL PLANS FOR HIGH LEVEL ON (ELEV) 474,15 OUTLET / LOCATION OF DEEPENED FOOTINGS WHEN ADJACENT TO PLANTER. POND BUBBLE UP RIM (ELEV) 477.9 BRICND IFILLETT STORM DRAIN / INVERT VARIES MORTAR SUBMERSIBLE PUMP PUMP NOTES: - - - '1 1' SEE ' ' ' CHART ' ' ' ON ' ' ' ' ' I I 1 I III- 1. PLACEMENT OF BIOTREATMENT SOIL MIX SHALL BE CONSTRUCTED UNDER THE OBSERVATION OF THE SOILS ENGINEER. 2. BIOTREATMENT SOIL MIX SHALL HAVE A MINIMUM PERCOLATION RATE OF 5 INCHES/HOUR AND A MAXIMUM RATE OF 10 INCHES/HOUR. 20-mil IMPERMEABLE LINER 12" CLASS II PERMEABLE ROCK 1. VAULT, LID, BASE, ACCESS OPENING, CONTROLS, ELECTRICAL SUPPLY, AND FLOAT SWITCHES, SHALL BE A CONTRACTOR DESIGN/BUILD ITEM. THIS SHEET -6" 2. THE CONTRACTOR IS RESPONSIBLE FOR PERMIT PROCESSING AS REQUIRED FOR INSTALLATION OF THE PUMP STATIONS. 3. THE CONTRACTOR, AS REQUIRED BY THE REVIEWING AGENCY, SHALL SUPPLY DRAWINGS, DOCUMENTATION, AND CUT SHEETS. 4. PUMPS SHALL BE A SUBMERSIBLE TYPE CAPABLE OF PASSING 2" SOLIDS. 5. PUMPS SHALL BE SIZED TO DELIVER REQUIRED GPM PER TABLE TO THE STRUCTURE SHOWN ON THE PLAN. 6. PUMPS SHALL BE MOUNTED ON STAINLESS STEEL RAILS WITH ATTACHED CHAIN FOR DISCONNECTION AND RECOVERY OF THE PUMP ASSEMBLY WITHOUT ENTERING THE VAULT. 7. PUMP STATION SHALL BE DESIGNED AS A SIMPLEX (ONE PUMP) OR DUPLEX (TWO PUMP) FOR A NON -EXPLOSIVE ENVIRONMENT. 8. SEE PLAN FOR INVERT AND RIM ELEVATIONS. NOT TO SCALE 3. ON -SITE TESTING SHALL BE PERFORMED BY THE SOILS ENGINEER TO VERIFY PERCOLATION RATE. 4. 8"X2"X16" PRECISION WALL CAP (COLOR : COOL GREY) AS PROVIDED BY PER CALTRANS SPECIFICATIONS 4"0 PERFORATED UNDERDRAIN WITH PERFORATIONS FACING ANGELUS BLOCK. DOWN. 5. USE SINGLE SIDED SPLIT FACE BLOCK (COLOR : COOL GREY) BY ANGELUS BLOCK FOR ABOVE GRADE PLANTER. 6. REFER TO GRADING PLANS FOR CLEANOUT LOCATION. 7. MAINTENANCE OF STORMWATER TREATMENT MEASURES AND SOURCE CONTROLS WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. NOT TO SCALE FLOW -THROUGH PLANTER I 6 CONCEPTUAL STORM DRAIN PUMP STATION I 2 ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. D0 NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2015 In Association with: KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard, Building 22 (408) 727 6665 Santa Clara, California 95054 fax (408) 727 5641 LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.05.16 PLANNING RESUBMITTAL 02.19.16 PLANNING RESUBMITTAL 02.08.17 PLANNING RESUBMITTAL 03.09.17 PLANNING RESUBMITTAL 11.07.17 PLANNING RESUBMITTAL Details C6.0 PROJECT NO: 15062