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Attachment 10 Ex36c9 0 co c) co LO - J F- F- m �Q U d U = W in U ' o QF-m z • o � N w z �0 Z W U d d w ¢ o(9 a z 0z F- J ge- a o w Q w 0 Q� CL m Z O U o • o • 0D ma, 0 ch 0_-• m o 0 a7 N W 2 QQ o a 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: John Duquette EMAIL: johnd@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: 83,000 S.F. 2 III-B YES B LP ACQUISITIONS, LLC (LP) 405 ALBERTO WAY LOS GATOS, CA 95032 GARAGE BUILDING AREA: 120,800 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 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 ISSUE DATES AND DESCRIPTIONS J 1- 0 c9¢ OQ c9¢ WQ OQ J• �gm Z1-11‹ Q zZ ~ zZ ~ zZ ~ zZ ~ :CO~ CCU) M CL dm CLw dw 3 ) d0) d0) z W W W W W Lc)- LO(J) U c03 cow LZchl- inLnF - F- Q cya odl- Od‘-`3'a od Oorn[Li- u-) J IOW OW NW NW NW MW C O Cl 0 0 o O o O o O o • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 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 ISSUE DATES AND DESCRIPTIONS J F W O¢ O¢ c9¢ WQ O ZJ ZH ZH ZF- ZF- ZH zQ z~ z~ z~ z~ z~ Jm Z~ Z� Z� Zg Z� ZC a'(/)JMJ=JMJ=J=J� Z D W W W co W W cn- LOU) an Ln3 cow COQ N-3 N-3 Z c+i F• ic-i F Lri l- of F- co l- of F- Q Nd od Od d od Od LoJ I`W OW NW NW NW ,-jW O 3 O o 0 c o O o O o O o • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 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 0L, o O to U 10 ce Q LLI m �� co <LC) CD 44- LOS GATOS, CA 95032 PROJECT NUMBER: 153948 • V. - a• uze•r,mmmrc srmvrIjraare•Rynrtr z:EDUi�GDYII6R!•�E1ikiIIi1A.Y[c1 ..� VIEW FROM NORTH EAST OF SITE - TREES SCREENED SCALE: N.T.S. LV l REFERENCE SITE PLAN SCALE: 1" = 60'-0" 1 artirmatzati NORTH VIEW FROM NORTH EAST OF SITE - TREES AT INITIAL BUILD -OUT SCALE: N.T.S. !ram- :4.— • VIEW FROM NORTH 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: 0 GAT • S CA 9503 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 EXTERIOR RENDERINGS A0.01 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-tbd-5th PA Submittal1153948-A001-A002.dwg - Mar 09, 2017, 5:35pm - perotty VIEW FROM EAST OF SITE - TREES SCREENED SCALE: N.T.S. LV l REFERENCE SITE PLAN SCALE: 1" = 60'-0" 1 ( 0 N 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 EXTERIOR RENDERINGS A0.02 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-tbd-51h PA Submittal1153948-A100.dwg - Mar 09, 2017, 5:36pm - perotty 401 ALBERTO WAY ONE STORY BUILDING WITH BASEMENT 1.1.____,,_74.\_=e\._\..71.:_7 7 ,7, / / ' \-7/ \ \ 1:11.\ I ..„ ,471_76.m____/ ,,,: II d /7.7//\ /cp_____r7_....tt,/ / / 0 iti ii/Ni //:....f.r.,/z ////:-7/-;;I://:41.117-:''„1:/1:7-7/2c...) i \ I /711 ,i2- \ :41/ — ''''' .., _1111111.11W L J. _IL 10-1 n 1 1 It \ ,.‘ its/' : :\ \ \ : :\1\ \ \ \\\\ \ \ \\\\ \ \ \\\\ \ \ \\\\ \ . \ \ /I \ \ \ \ ' \—: \ \ \ ..... I/. / 4(;/15::///:/.(//(//!/::,:::,:::, ________ — o o IP • -- ,.. #ir \\,,-_-_rii:=\_:-..../1:1 11==i 3-Td.:.==.1. = = = =" k \ \ \ I 1- 1 11 II iv....„(::::::-.1::::::/f 0 II # :7:.-1 I\ V\ \ \ \ \ \ \‘'. ‘— w. )fir -::::_—_—_—:: ) 405 ALBERTO WAY 0 ONE STORY BUILDING WITH BASEMENT _............_llcz.- ..: r-Z.-- -...‘ , .1 Icz- -4/1\ ,— V: .71 I I 1 c-=::::::::: — — Q.- IT :71111 / ' II 1 — \ --\1 II _ ...._:::dlili iiiihr_rib / 409 ALBERTO WAY # / , . \ —v--1:0,, II II II I II --''"'''''-'''''''''''''"'-'=''''----''''''/ 1 1 I ---__ L -......- -.---/-,, 77,77,,,_ EXISTING SITE PLAN co ct- 401 ALBERTO WAY PREVIOUS BUILDING FOOTPRINT PROPOSED REDESIGN SITE PLAN COMPARISON BE 405 ALBERTO WAY PREVIOUS BUILDING FOOTPRINT ALB 336 0 CC 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: PREVIOUS 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 PROPOSED DESIGN 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 DESIGN COMPARISON 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 DELTA (42,400 S.F. - 46,400 S.F.) -4,000 S.F. TOTAL BUILDING AREA DELTA (83,000 S.F. - 91,965 S.F.) -8,965 S.F. PARKING PROVIDED -GRADE LEVEL DELTA (42-7 SPACES) +35 SPACES PARKING PROVIDED -UNDERGROUND PARKING DELTA (290-383 SPACES) -93 SPACES TOTAL PARKING PROVIDED (332-390 SPACES) -58 SPACES KEYNOTES - PREVIOUS DESIGN NOTE: NOT ALL KEYNOTES LISTED MAY APPLY TO THIS DRAWING. • 0 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 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. In Association with: >— S 0 -fa' ct LLI SI -I 1.0 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 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' 60' SCALE: 1 "=30'-0" ing Application12017-tbd-5th PA Submittal1153948-A101.dwg - Mar 09, 2017, 5:36pm - perotty P:12015 Jobs1153948 401-409 Alberto Way101-PI SITE PLAN 25'X25' MIN. AT PROPERTY LINE I!I aeseaa�r.______ sae a� I —... itOtilr./ s■■■■■■■\ _ An mommos,44%vo4, ME■ \■■■■■■■■■\ imam Im■■■■■■■■■► 1■■■■& I■■■■■■■■■■I I■■■\\\ \■■■■■■■■■I IFILE■, �■■■■■■■■■I . . Ali: �lIIwe PUBLIC STREET POSTED SPEED LIMIT = 25 MPH j - _14.tlEs.-- ,..1 „gaol' ♦7 ��PI '4•1;p`t•�i4.V / rs- arcee ar i!�!Iw��I!Iwi�i0 I �OI�.I�I%;Ipj � ' j��Ipj�o iti:1:47 SIESA Will 47s Iiikrtilbrial:447 -lagte.ililltillihk flitilLitliklitlicil: �,r��s`►. ir`i.t�►. \ liiT�■■1�pLIRRI •_ iir�■■■■IIIIL \._ ALIPpo fil.5 '■[�]■■■► ■■■■L�l■1 M #. #�.W/-r1 ♦v�3�'{ei0 •zme.reeL vtg �, e ♦ A ri STREET FOLIAGE 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 SIDEWALK MINIMUM DISTANCE (FT) 200 250 325 400 DRIVEWAY AND CORNER SITE TRIANGLES PER AASHTO STANDARDS (AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS) 0 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: 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 ANALYSIS 42,400 S.F. 40,600 S.F. 83,000 S.F. 83,000 S.F. / 93,573 S.F. = 89% 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) 83,000 / 250 = 332 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 38 SPACES 3 SPACES 1 SPACES 146 SPACES 3 SPACES 1 SPACES PARKING PROVIDED - PARKING LEVEL P-2 STANDARD PARKING PROVIDED 140 SPACES TOTAL PARKING PROVIDED AUTOMOBILE PARKING STALL DIMENSIONS (TABLE 3-2) 332 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 301-400 8 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 = 27 YES TOTAL BICYCLE PARKING REQUIRED PER CALGREEN SECTION 5.106.4 SHORT-TERM BICYCLE PARKING* REQUIRED: 5% OF 332 PARKING SPACES = 16.6 17 SPACES PROVIDED: 18 SPACES LONG-TERM BICYCLE PARKING* REQUIRED: 5% OF 332 PARKING SPACES = 16.6 17 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. 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 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 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 nGLAZING mipat P2 PAINT P4 PAINT nSTONE TILE TRELLIS P1 LIMESTONE FINISH 1 P3 PAINT P5 PAINT 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-tbd-51h PA Submittal1153948-A102.dwg - Mar 09, 2017, 5:36pm - perotty 1 THIS PORTION OF SIGN TO BE 70 SQUARE INCHES MINIMUM (TYPICAL) A LY ki UNO 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 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. *6' MINA, SIGN TYPE A—N *6' MINA, ,- SIGN TYPE AEn - En z RAMP DN. RAMP DN. —(1 41 VAN NS AI KINe 12' MIN. 5' t 9' MIN. MIN. CDSTRIPING FOR VAN ACCESSIBLE PARKING 0 M t9' MIN. 5' 9' MIN. MIN. STRIPING FOR STANDARD ACCESSIBLE PARKING I 9'MIN. 5' 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"=1'-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 DISTINGUISHIN PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWE AWAY AT OWNERS EXPENSE TOWED VEHICLES MAYBE RECLAIMED AT INSERT ADDRESS OR BY TELEPHONING INSERT TELEPHONE NUMBER 22" MINIMUM 24" RECOMMENDED 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. WASTE BIN RECYCLE BIN TRASH ENCLOSURE SCALE: 1/4" = 1'-0" CORNICE PAINTED TO MATCH P1 PAINT STUCCO PAINTED TO MATCH P2-FIELD PAINT 6" CURB 6" CONCRETE CURB DRILL CONCRETE AT CLOSED POSITION AND AT OPEN 180d. TO ACCEPT CANE BOLTS, TYP. 1/8" THICK PANELS WITH 2" X 4" TU BE STEEL FRAME GATE J LJ 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 SITE AND EXTERIOR DETAILS A1.02 PROJECT NO: 153948 • V. - a• •.,F1Ti1mR116ESiGTiyISe7ia9[.l�Slfikl�f6YcL:E�ff6iP/:!•�IirAcL6i..�A 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 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: 0 GAT • S CA 9503 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 SITE CONTEXT PHOTOS A1.11 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-tbd-5th PA Submitta11153948-A112.dwg - Mar 09, 2017, 5:36pm - 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. 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 SHADOW STUDIES A1.12 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-tbd-51h PA Submittal1153948-A211.dwg - Mar 09, 2017, 5:36pm - perotty rn rn 0) 01 0 01 0 4'-3" I4'-8" r 3 -6" 11'-6" 3'-6" 11'-6" 1 6'- 6'-6" 6'-0" i 11'-6" 6'-1" 8'-3" / TYP. TYP. 0 1'-0" 3'-6" 11'-6" 3'-6" 11'-6" 3'-6" 11'-6" 3'-6" 11'-6" 3'-6" 11'-6" 3'-6" 8'-3" 4'-8" 0 M Ln M 7'-6" 0 4'-4" 3'-6" ELEV LOBBY LOBBY 100 12'-6" 101 J 1 0 FIRST LEVEL F.F. 336'-6" 5'-7" 9'-5" TYP. 5'-1" 6'-6" 11'-6" 11'-6" 3'-6" 11'-6" 3'-o„ 8'-3" 6'-5" M FIRST FLOOR PLAN SCALE: 1/16" = 1'-0" KEY NOTES NOT ALL KEYNOTES MAY APPLY OEXTERIOR GLAZING SYSTEM; SEE BUILDING ELEVATIONS FOR DETAILED DESCRIPTION OEXTERIOR WALL; SEE BUILDING ELEVATIONS FOR DETAILED DESCRIPTION OSTRUCTURAL CONCRETE COLUMN OENTRY DOORS OEDGE OF BALCONY AND WROUGHT IRON GUARDRAIL OEDGE OF BALCONY AND MANSARD ROOF OLINE OF MANSARD ROOF ABOVE OROOF ACCESS LADDER OMECHANICAL SHAFT 0 TRELLIS ABOVE ET 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 FIRST FLOOR PLAN A2.11 PROJECT NO: 153948 rn rn P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-tbd-51h PA Submittal1153948-A212.dwg - Mar 09, 2017, 5:36pm - perotty 0) w 01 0 cn 0) 4 • L— '0" 4'-0'13 -6 '-4" 3'-0�4'-4"3'-614'-4' 3 -0 4'-4" 6'-0" 6'-6" 1 6'-0" 4'-4' 3'-0 4. 4'-4" J 3'-9" 11'-6" 99'-4" 4'-0" 4'-0" 11'-6" 8'-3" 7'-10" 6'-6" 5'-2" 9'-5" 5'-7' 9'-5" 5'-7" . 9'-5" 3' 8" 3' 8" . 6'-0' . 6'-6" 6'-6" 6'-6" 6'-0" . 9'-5" ELEV LOBBY SECOND LEVEL F.F. 350'-3" BALCONY 5'7 9'-5" 5'-1" 6'-6" 6'-4' KEY NOTES 30'-0" 11'-6" 3'-6" 11'-6" 3'-6 11'-6" 3'-6 8'-3" 5'-9" 7 SECOND FLOOR PLAN SCALE: 1/16" = 1-0" NOT ALL KEYNOTES MAY APPLY 0 0 0 0 0 0 0 0 0 0 0 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 SECOND FLOOR PLAN A2.12 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-tbd-51h PA Submittal1153948-A231.dwg - Mar 09, 2017, 5:36pm - perotty i 0) w 0 w Ul 0 T.O. MANSARD 8'-6" i 21'-6" 5'-0" 4.4.4461,4 AVAAStif Arizoogro i i 4041,4 MOM Attibtil J i 25'-0" 30'-0" c4). i 30'-0" i 30'-0" i 330'-0" 30'-0" i 29' 0" T.O. MANSARD 30'-0" 30'-0" 30'-0" 30'-0" i 30'-0" i 29'-0" T.O. MANSARD /ff f (f`f f ff. ff fS,f f` jr fff fib f ff( ff-! -_f 1�frftS�' ff�!(fff* .ff �•tff �� f �fffrft. It ffigf fffr AAAAAAAAA ff�ft ti fff44 (fffffftf* q;:ijp aftirirfti ors iprett*--.1.4.,� ft <<rtfff, <<fff�1� ZfPlAr.� f f� y f f fef f —�Q 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 ROOF PLAN A2.31 PROJECT NO: 153948 KEY NOTES NOT ALL KEYNOTES MAY APPLY 0 0 0 0 0 0 0 0 0 10 11 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-tbd-5th PA Submittal1153948-A301.dwg - Mar 09, 2017, 5:36pm - 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 30'-6" T.O. MANSARD nn70011.6,00n700,0,wnOSI,Olerlete,001"nnnn9111.60,9,11n"0,11nn113."n,11/00,".nnn1,n1,1,nn1130,0,11.n"."0,a6,n"r �1 7711 n iiiiiiii�1llllllllllllll' !� -- - - 1� 12'-3" 2ND FLOOR 0'-0" (336'-6") F.F. SOUTHWEST ELEVATION co 4" 6" MAIN ENTRY WALL SCONCE DIMENSIONS SCALE: 1/16" = 1'-0" N C 4" 6" TYPICAL WALL SCONCE DIMENSIONS OCL INTRUGUE ADA COMPLIANT EXTERIOR WALL SCONCE SCALE: N.T.S. 6 29'-0" T.O. MANSARD J 29'-0" T.O. CORNICE 27'-6" T.O. PARAPET l Q J 29'-0" T.O. MANSARD 29'-0" T.O. MANSARD 24'-6" T.O. ROOF 12'-3" 2ND FLOOR 0'-0" (336'-6") 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 12'-3" 2ND FLOOR 0'-0" (336'-6") F.F. SOUTH ELEVATION SCALE: 1/16" = 1'-0" 12'-3" 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 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-tbd-51h PA Submittal1153948-A302.dwg - Mar 09, 2017, 5:36pm - perotty ARIZONA TILE ROCAS AZUL 12"X24" BORAL ROOFING 1-PIECE CLAYLITE MERLOT BLEND ___ J mommim mumm . - -- it • 0 0 m tillEMEW "'u■I�r�1u�� a uiul III Ali ■ IMO RI Air 0:1] 16, SOUTHWEST ELEVATION SCALE: 1/16" = 1'-0" I________ Iiii ,� 1MIM1111111111 MMINIMMIIM i■ +fj=r 7 ==ii c.11M-../1 11,11=GI11ll,II1II1l`IhFa,11p111i1III111111141�1 1 III i.p-11110�1T11-II1:T�1g1,rurilili1i1111Ill'.Gi I ._. II 11 11 I)lll li�ii lul11 ll II a l; lull ➢!1_1 T LLF I3--TLr�Tr i7_IL T`S r L T ,-17 --r t r- 1_r 1 I j_-r 1 I 7 L 1 I__ t aal I'�-_II.—• _1 , E_ IlI_ir � L �t',___:.In ::,i �.� �` I I 1 �.J/�g1----lr—_ iii __ • 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 RENDERED EXTERIOR ELEVATIONS A3.02 PROJECT NO: 153948 PREVIOUS DESIGN PROPOSED DESIGN SHOWN SHADED 39'-6" T.O. ENTRY FEATURE PREVIOUS DESIGN 35'-0" T.O. MANSARD PREVIOUS DESIGN ,110 +30'-6" T.O. MANSARD PROPOSED DESIGN (339') F.F. � (336'-6") PREVIOUS DESIGN F.F. PROPOSED DESIGN P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-tbd-5th PA Submitta11153948-A303.dwg - Mar 09, 2017, 5:37pm - perotty L PREVIOUS DESIGN MASSING SHOWN DASHED ti PROPOSED DESIGN SHOWN SHADED (SEE A3.01 FOR FURTHER INFORMATION) ZNI 29'-0" 29'-0" T.O. MANSARD „a411 a4a"m"r"INVAL ■ a,wwA,er,lovia a lAlr'ky,'"au.,., I„rrfo,ll,a,a,a,114 arr11a .r,avara t M,eM,n\ga,ILIali' +35'-0" T.O. MANSARD PREVIOUS DESIGN (338') F.F. PREVIOUS DESIGN +29'-0" T.O. MANSARD PROPOSED DESIGN 4 (336'-6") F.F. PROPOSED DESIGN i ■ u —u RIMNIr .MEE�L !—.- 11111 IuIUuuUUUIIPUIUuIUIU 11 PREVIOUS DESIGN MASSING SHOWN DASHED n 1 T.O. CORNICE II II T— MASSING SHOWN DASHED 27'-6" T.O. PARAPET PROPOSED DESIGN SHOWN SHADED (SEE A3.01 FOR FURTHER INFORMATION) (SEE A3.01 FOR FURTHER INFORMATION) PREVIOUS DESIGN PROPOSED DESIGN SHOWN SHADED MASSING SHOWN DASHED (SEE A3.01 FOR FURTHER INFORMATION) d � +29'-0" T.O. MANSARD PROPOSED DESIGN (336'-6") F.F. PROPOSED DESIGN 35'-0" T.O. MANSARD PREVIOUS DESIGN (339') F.F. PREVIOUS DESIGN SOUTHWEST ELEVATION SCALE: 1/16" = 1'-0" +29'-0" T.O. MANSARD PROPOSED DESIGN 5 PREVIOUS DESIGN MASSING SHOWN DASHED PROPOSED DESIGN SHOWN SHADED (SEE A3.01 FOR FURTHER INFORMATION) 1 PREVIOUS DESIGN MASSING SHOWN DASHED +29'-0" T.O. PARAPET PROPOSED DESIGN (336'-6") F.F. PROPOSED DESIGN +39'-6' T.O. ENTRY FEATURE PREVIOUS DESIGN +35'-0" T.O. MANSARD PREVIOUS DESIGN (338') F.F. .F. PREVIOUS DESIGN EAST ELEVATION J SCALE: 1/16" = 1'-0" +29'-0" T.O. MANSARD PROPOSED DESIGN (336'-6") F.F. PROPOSED DESIGN WEST ELEVATION +30'-6' T.O. MANSARD PROPOSED DESIGN (396`'66) F.F. PROPOSED DESIGN 35'-0" T.O. MANSARD PREVIOUS DESIGN (339') F.F. PREVIOUS DESIGN SCALE: 1/16" = 1'-0" LI J SOUTH ELEVATION PROPOSED DESIGN SHOWN SHADED (SEE A3.01 FOR FURTHER INFORMATION) c 0 • 1 11V� 0 0 0 1 T1 I �I 35'-0" T.O. MANSARD PREVIOUS DESIGN (339') F.F. .F. PREVIOUS DESIGN SCALE: 1/16" = 1'-0" +29'-0" T.O. MANSARD PROPOSED DESIGN (336'-6") F.F. PROPOSED DESIGN NORTH ELEVATION +35'-0" T.O. MANSARD PREVIOUS DESIGN (338') F.F. PREVIOUS DESIGN 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 PREVIOUS EXTERIOR ELEVATION DESIGN COMPARISON A3.03 PROJECT NO: 153948 SATELLITE HEALTHCARE COMMERCIAL BUILDING BEYOND EXISTING GRADE SHOWN HATCHED 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 ALBS WOAY---- 405 ALBERTO WAY SITE ELEVATION SCALE: 1" = 20'-0" LOS GATOS SARATOGA ROAD +29'-0" T.O. MANSARD EXISTING GRADE TOPOGRAPHY SHOWN DASHED •+12'-3" SECOND LEVEL /j //i j j//Rjam%/// j%',% ii!iii:iiiii!i EXISTING GRADE SHOWN HATCHEDii� iii., , / , , / , / , / , , , / / , , / , , , , , , , / / / , , , , , / / / , , , , , , , , , LL.,,,,LL,,,�,/L. 0 ct 0 cl 0 co %,/ ;/; /ii%;0% 0//0,' ii//'/%, 75'-4" %%i%;,/;%;i/'%ii //ii%ii 7r. r:76-w, 405 ALBERTO WAY SITE SECTION SCALE: 1" = 20'-0" P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-tbd-51h PA Submittal1153948-A401-A402.dwg - Mar 09, 2017, 5:37pm - perotty 339.02' c N 6) jjj jjj jj%jj%%j%% 1- w a 0 H ti N j %20%20%;0207?;2 �p 00 J i�0,7y,77 / 7,73, a�i� �n/ i, /'/, �ii�/ ✓ i',/,�i�,/,i�',/,i�'��i/r' /�i' , i� i'/'� �iy,/iiiA�i,�/�;/ii�,�yi�iSY1,/ .i/iiii/,!. /✓ /*;<//i/!,,/ji o i�/i//�ii�i i %//i��i��i/�,7 : ,//i///////'/ fi/S j SS/f<Ar,Y CLEAR 8" SLABkSkW �r,,i// i%ice /;_/� -.ram,/iiiii,,i��iiiiii,/�/i,i��i�i/iii��i,,/;i/,//i,/ ,/! -o, / /i�i� /,� �mi�i /i� /i�ii,/i%,/i/�i/%i�ii j,/ij�i�jj�jji/j//��jj///j� r//////i///i//i///i///// ��i'/iii7iiyiiyi�„ii�yii %//%/i//'ii//'/i%ii/i/ii%//%// /%ice/i/ri�ii%ice/ii//�ii��i�/i i�jj��jj�jji�/ji�jj//jib/j//ij / /////i//i///i///i//ii//i// 2y�y/,7/i cy/,�,�i �� //'/i�,��,�i�,��/�i,/,�i�,ice, ice,/ice/i///�ii��i�/iii�ii��i�/ jj�jji�jj/j,/i//j//ijj�/jib/jib ////i//i//i//i//i//i///i// iii,��/,�iiii i�i/ii,/i / /�,��,/i�/��/,,/i//�, / ' //i��i�/iii�ii�,/i%,/i//'iii/%i� / /,/j/,/jjrjj�jjj�jj,�jj/�jj�/j, /i�iiiiir��/iii/i,/iii//iriiiii / /i//i///i//ii//i///i//ir//i/ / ii/ .,. _ i'''' /i,1' 4 ,/ j//jii/�,/i///�/ 1///;f/;f/i/i'iii�i/,///i/'i�//jiji,/i/�p; �,i///!//i//i /////i///i ////�,//,/�//' %j,/�/j S:/'S//. d. ¢ %� = ¢',/, a0 j/i C ///'///,,/i/!//,/%j,//jjjj 'N jj/ ,/ jj/j/j/� jj,j,//j j///j/ j,//jjj /jjjj,j/jj// ////,//j,/,//,/ //j//j///j//jj//j///j//j /////,//,/j/j/,/ /j//j//,/j///j///j//jj//j///j// ///%///j///////////// /�j//j,//jjj/jj/ /j/////////r/an Nani/i%ii/iiii/;ii/i%i'''''ii'i' / / / / / / / / / go f / , , / , / / , / ,/ , , / , , , , / / , / , / , / , , / / , , / EXISTING GRADE TOPOGRAPHY SHOWN DASHED // / r , 0 z HIGHWAY 17 ON -RAMP ADJACENT PROPERTY ENTRY DRIVE AND PARKING r LAB CASIT;AS� r �' TOWN HOMES; ' 338.39j LAS CASITAS ADJACENT PROPERTY TOWN HOMES N ENTRY DRIVE AND PARKING ,,z/LL / �,/ter/v/.iL//„l *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 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 SITE CONTEXT SECTIONS A4.01 PROJECT NO: 153948 co 338.69' F.F. 3-STORY PUEBLO DE LOS GATOS TOWNHOUSE BEYOND /i EXISTING GRADE SHOWN HATCHED 405 ALBERTO WAY SITE ELEVATION SCALE: 1" = 20'-0" 338.46' F.F. M r r EXISTING GRADE / HATCHED SHOWN C �,.� 405 ALBERTO WAY SITE SECTION SCALE: 1" = 20'-0" P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-tbd-51h PA Submittal1153948-A401-A402.dwg - Mar 09, 2017, 5:37pm - perotty ALBERTO WAY ALBERTO WAY / ,-77/'77/'2%////,,,,i +29'-0" T.O. ENTRY FEATURE �'.'11 w ', •II /�ii�/i: /; /,;/�/„ 37',4 ///,// ///i 36' 3///////// i/,//;/i 21 9 ///;� ///;//;�i�// // ////;//;/i//,//; /;'///,////;///,////////%130 2 /�,//,i ?/,f/,/ ,//ifS/,S ,ii f//,S /i f� fii f , f/i //'///i'/////'/'//////////'//////////'// ///////'//////////i///'/'// /////'/////'///i''///i//i/%'//�'/, /,/�%///////'/'// 225' 7" %///'//,/,r/,/,/,//�/////,/// ��//�//;;//,�y////// �,S /,f;,//�// �, %i/%%/�/7%, /�i /o- gift ,i/ * // ,i /i/ ,i /// i// // ,ii ,/ ,// //// , / ,i/ /i/ ,// ,// // , /iL��/L�i/�/t// /fie/� Q'AIL/i1G��L/iL�/�///�/// /,//.11uLLIL 1�i�i/ ///�/!/fie/!/�[!/.iLl�1L �1L /iL/L�i/L�i/�/s a-J � iL✓//Lv//lv/�i!///i//. �[l/.iL/��/i1L/iL iLiiLi// ///�/1/�i!///i//. �[1�1L��/i1L/i 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 SITE CONTEXT SECTIONS A4.02 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-tbd-51h PA Submittal1153948-AP211.dwg - Mar 09, 2017, 5:37pm - perotty (61 rn w 0 0 01 01 0 8'-6" i TYP. 21'-6" i 5'-0" 25'-0" 2.-3"?,or 8'-6" / 4'-6" (3) STALLS @ 8'-6" = 25-6" 4'-6" (3) STALLS @ 8'-6" = 25'-6" - L( L 30'-0" i TYP. STAIR #2 4'-6" (3) STALLS @ 8'-6" = 25'-6" AMINO i 30'-0" (2) STALLS @ 8'-6" = 17'-0" i 30'-0" 4'-6" (3) STALLS @ (3) STALLS @ 8'-6" = 25'-6" 4'-6" rIlVAWIrHi.EM ✓,t (3) STALLS @ 8'-6" = 25'-6' (3) STALLS @ 8'-6' = 25'-6" TYP. (3) STALLS @ 4'-6" 1 (3) STALLS @ i 4'-6" 8'-6" uul r 330'-0" 30'-0" ONINJVd ON i 30'-0" NO PARKING ELEV LOBBY 1:18 RAMP (5.25% MAX) 30'-0" ,LEA PG.EEDNQ FEY PAPI slfyu FEY VARKl(rd1: (3) STALLS @ 8'-6' = 25'-6" 30'-0" LJ LE!, ; La 4'-6" (3) STALLS @ 8'-6' = 25'-6" i 30'-0" CO sir ,K]k�_<�,I 4'-6" (3) STALLS @ TYP. (3) STALLS @ 8'-6" = 25'-6" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" 8'-6" = 25'-6" (3) STALLS @ N 30'-0" i 4'-6" (3) STALLS © 8'-6' = 25'-6" 3'-9" (2) STALLS @ 47, ) rfar] , `r.ou IAal'S.S: ,.._1 ..,_ ,:,„ 7A EE,An: i , iL.11'i 8'-6" 631`1 �4 256„ i,'71, .V-, 8'-6" 'k9`IG'c:; 170 17.7 r,_ f�r._r ;_,_ i", 18 S (3) STALLS @ 8-6' = 25'-6' III 4'-6' (3) STALLS @ y4'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" (3) STALLS @ 8-6" = 25'-6' i i 8'-6" = 25'-6" 4'-6" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 4' 16" 0 N (3) STALLS @ 8'-6" = 25'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" (3) STALLS @ 8'-6' = 25'-6" 4'-6" (3) STALLS @t 8'-6" = 25'-6" J -El 4'-6" (3) STALLS @ 8'-6' = 25'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" 1 (3) STALLS @ 8'-6' = 25'-6" 4'-6" P-1 LEVEL 326' 4'-6" (3) STALLS @ 8'-6' = 25'6" 4'-6" (1/ 4'-6" (3) STALLS @ 8'-6" = 25'-6" i x WIMP (3) STALLS @ 8'-6" = 25'-6' (3) STALLS @ (3) STALLS @ 4'-6" (2) STALLS © / / / / / / / / / / / / / PARKING LEVEL P-1 : 150 PARKING STALLS / / KEY NOTES NOT ALL KEYNOTES MAY APPLY O O O 0 STRUCTURAL CONCRETE COLUMN LONG TERM BICYCLE STORAGE CONTINUOUS CURB WHEEL STOP; OPPOSING RANKS OF PARKING STALLS TO BE SEPARATED BY RAISED CURBED ISLAND LINE OF BUILDING ABOVE SHOWN DASHED 0 RAMP TO SITE LEVEL PARKING 0 STALLS RESERVED FOR CAV/LEV/FEV PARKING 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 PARKING LEVEL P-1 AP2.11 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12017-tbd-51h PA Submittal1153948-AP212.dwg - Mar 09, 2017, 5:37pm - perotty B (61 W 0 / rn 0) 0 01 01 0 2'-3" 330'-0" 8'-6" i 21'-6" 25'-0" / 8'-6" 5'-0" 16'-0" 21'-6" CO 24'-0" 24'-0" N M i o.. 30'-0" i 30'-0" (2) STALLS @ 4 -6' 8'-6" = 17'-0" UP (2) STALLS @ 8'-6" = 17'-0" i 30'-0" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" lil (3) STALLS @ 8'-6' = 25'-6" 4'-6" Co (3) STALLS @ 8'-6" = 25'-6" 4 -6' (3 STALLS @ 8'-6" = 25'-6' 4'-6" N i 30'-0" (3) STALLS @ 8'-6" = 25'-6" (3) STALLS @ 8' 6" = 25'-6" 4'-6" (3) STALLS @ 8'-6' = 25'-6" 4'-6" (3) STALLS @ 8'-6" = 25'-6" i 30'-0" 4'-6" i 30'-0" 30'-0" (3) STALLS @ 8'-6' = 25'-6" 34'-6" 4'-6" (3) STALLS @ 8'-6' = 25'-6" N (3) STALLS @ 8'-6" = 25'-6" 1:18 RAMP (5.25% MAX) III. 3) STALLS @ 4'-6" (3) STALLS @ 8'-6' = 25'-6" STAIR #1 P202 ELEV LOBBY P201 i 30'-0" 30'-0" Co 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" s-� f 7C1- N (3) STALLS @ 8'-6" = 25'-6" (3) STALLS @ 8'-6" = 25'-6" 34'-6" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" 8'-6" = 25'-6" • UP Y STAIR #2 P207 J 34'-8" O TYP. (3) STALLS @ 8'-6' = 25'-6" El 4'-6" (3) STALLS @ v 8'-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'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" l'r El -El ❑ 1(61 .111111111. 1111111111111 8'-6" = 25'-6" (3) STALLS @ _ 8'-6" = 25'-6" Co 4'-6" (3) STALLS @ 8'-6' = 25'-6" D 4'-6" (3) STALLS @ 8'-6' = 25'-6" 8'-6" 4'-6" (3) STALLS @ 8'-6' = 25'-6" 8'-6" 4'-6" P-1 LEVEL 317' (3) STALLS @ 4'-6" 4'-6" O N TYP. (3) STALLS @ 8'-6" = 25'-6" (3) STALLS @ 8' 6" = 25' 6" 8'-6" = 25' 6"1 o 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" 4'-6" (2) STALLS © 3' 9" (2) STALLS @ 4'-6" 8'-6" = 17'-0" 8 S 8'-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" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" (3) STALLS @ 8'-6" = 25'-6" 4'-6" (2) STALLS @ t s WIMP 8'-6" = 17'-0" TYP. 8'-6" = 17'-0" / J it / / / / / / / / / / / / PARKING LEVEL P-2 : 140 PARKING STALLS / / KEY NOTES NOT ALL KEYNOTES MAY APPLY O O O STRUCTURAL CONCRETE COLUMN LONG TERM BICYCLE STORAGE CONTINUOUS CURB WHEEL STOP; OPPOSING RANKS OF PARKING STALLS TO BE SEPARATED BY RAISED CURBED ISLAND 0 RAMP TO SITE LEVEL PARKING 0 STALLS RESERVED FOR CAV/LEV/FEV PARKING SCALE: 1/16" = 1'-0" / / / / / 1111 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 PARKING LEVEL P-2 O LINE OF BUILDING ABOVE SHOWN DASHED AP2.12 PROJECT NO: 153948 C:1Users\Mattlappdatallocalltemp1AcPublish_55641Pre1726R3.dwg - Feb 01, 2017, 7:40am - Matt DG path or enhanced garage decking around the building Landscape planting over the garage structure below Limit of garage 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 Row of upright accent trees Separated street sidewalk with parkway strip between street and sidewalk Continuous row of street trees Bicycle lane 0 0 Upright evergreen screen trees Parking lot shade trees in finger planters Clear vision triangle - plants to be less than 36" in height with trees pruned above 7'-0" typ. P Enhanced paving - Colored and scored concrete paving with accent bands Main driveway entry 4111.0. t '■■■■■■■■ ■■■ ■■■■■■■■■■i ■■■t ■■■■■■■■■■ A I I■■■� 1■■■■■■■Eiiil' �'i�► ■■■ti■■■■■I ' _ L 1■■■■■U■■ i■Ir 7■■■. 1■ �L'(!■\r;�py; is r t' *1%111.14;':,: 111/411111111 �llllllr-- P Enhanced paving - Pavers Upright evergreen screen trees Highway 17 On - Ramp Existing tin to Remain Continuous row of street trees Small flowering accent trees ADA path of travel from the building to the street Continuous row of street trees Accent band continues through the landscape 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 Stormwater treatment Limit of garage below Row of large upright trees to create additional screening of the building from the residences to the north DG path around the building Landscape planting over the garage structure below Concrete path to the electrical room door Concrete path to the side door of the building Bamboo in raised planter to enclose amenity patio and create buffer to garage ramp Curved concrete wall that rises from seat wall height to fountain wall height Seating areas with fire pits Curved low fountain pool with cascading waterfall 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 Concrete path to the side door of the building -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' 40' 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. D0 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 PRELIMINARY LANDSCAPE PLAN L0.1 PROJECT NO: 153948 C:1Users\MattlappdatallocalltemplAcPublish_55641Pre1726R3.dwg - Feb 01, 2017, 7:40am - Matt Evergreen hedge Low growing grasses and groundcover Narrow upright accent trees Enhanced paving - permeable pavers Parking lot shade trees Retaining wall Row of upright evergreen screen trees Evergreen hedge Separated sidewalk Bicycle lane October Glory Maple street trees Bike Lane Alberto Short term bicycle parking (18 spaces) Trees in tree grates Way Upright conifer trees at building entry Raised planter walls Accent planting with a variety of leaf color, form and texture Small flowering accent trees Bamboo in raised planter Accent flowering plants and grasses Seat wall with raised planter Square grid permeable pavers - uniform color Colored concrete paving accent bands Driveway apron per City Standards Enhanced tile or stone paving at entry Circular concrete seating blocks Raised planter with low Raised planter to enclose the accent plants amenity space 1t•'AiiUi•••i••\_)•► ��•Ana !fit �•��■��►. -.• :♦� jw♦ .ir . ,,-- $4•4�4♦� ��. • MENEM. 1 84*+4¼4.t(+.*1 -- 1 -, tr**st"t044tvA#0Vj,,411=L•tttttt1#417?:. •r••rr4�'■ i■■■■•■■.+,, *��►.,,.t�,��..,, .�►4* ►,s III►♦�•♦j� ♦I�♦�i♦,�► ► ♦II♦�i u•■•••► ■•■■■■■�■1 ►��..,♦�. �.,�+;.�♦, . ♦.i #4* �••L •■�� . �i., �4 � � �' ice• idEMEMOINE It *V* 7;41,%" .► ►I�+► ♦♦'�i i ♦ ♦♦' •�I� IAA I I la itErLi Retaining wall at ramp Ramp to parking garage below Fire pits and sectional furniture Bamboo planting in raised planter to create enclosed feeling at amenity space "Water wall" fountain feature 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" = 10'-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: 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 ENLARGEMENT PLAN L0.2 10i° PROJECT NO: 153948 C:1Users\Mattlappdata1localltemplAcPublish_55641Pre1726R3.dwg - Feb 01, 2017, 7:40am - Matt Second level patio - see Architect's plans 6 FFE 336.50 Street trees - October Glory Maple Parkway strip with low groudcover - no shrubs above 36" with the clear vision triangle Garage Alberto Way Cascading water weir (Schematic example) Plaster veneer wall with precast cap Bamboo in raised planter with understory planting (Schematic example) 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 U-FIk�19�-11—^lull—li, N—ilm-ll 91--11�11=11 -11=a91I11=,11 —I - I-11-iY Ii.-� l �' { III IIP F Curb and gutter - see Civil Engineer's plans New concrete sidewalk Ilstl=llrl1 11 II IZ =11 [g_ I. J=I=[�� Ir II ill;III. 11:11=1J I:11=11 111=11. I'II'=I li III • 11=11= ll:r llz- 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 Engineer's plans Low planting at parking lot it�FFl�- 11= lid 336.70 "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 Garage Colored Concrete Sidewalk topping slab Concrete garage shell Colored concrete paving at ADA parking stall AiwoR Nat "•'+ i~' e 335.80 '_ia r♦in,� a► rl l?II=ll=II: JI= 1=11 1=1>E=1;1 iF _ .�i �:,o-,yr--II--IL u - - Ii 1I= = — ,� ^:1ETl ,� — � _ — �., .�. F.. .-- ,�,. .--. ... � — ,-••a---- - . —. .._—. ate, r. — _ ... --. _...-�, .-� �1^,•1�.-u _ e --., -.P �u--=.��-1 e�-'16r1� .n 1. 1 .� . _ . i. _ - _ = - - - li 1!. JI 11 I II Il 1.l Il. !L .Ile- Il . lI II I I[ 1 11- II1[-1 II Ili 11^ p 1 I[z�-�-li YI II -II it II IV II �,1-i1�11=11: - HT-1 ^ 1 I I r I - I�r�ll- L=1 I- L-�II i- I -Il .IC-.B J =11=1L= Bamboo to create dense 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 i3 I'1.=-Il Yl=ii ii fi=1l II ii=11=117- 11 11=-It ii'11 11,-11 li-:i4=11 11= "!1 •� �--=iI "Will -Ir 11 11-11 l .11=11 111 Il , II Permeable pavers in drive aisles and non ADA parking stalls Upright evergreen screen trees Street trees - October Glory Maple Evergreen hedge Existing trees to remain Existing CMU block wall along property line to remain Concrete walking path around site -.II=1! 11 II li 11- •� tl1=11 II 11=1l-I li Il 1! 1i=-11 11=11rll11=Ui�li -11 i1-11=ll=ll 11 11 II 11 11 ii=i1 I lV- Il i It I19:11 a .ti=11 Jl 11=1- - - - i1=11 Il 11-11= =i1=II 11=11=11 I 11= II I I 11-11= ! II liFii0 i.. '= 11: ,11=J1.=:11r 11-11=11-1 it-n=11 u= 11111 Il IIlr11 1r. i iii iiiJf I- �i1� 11 II 1! 11 II*1 i1 11�111 �11 =19-n-9r--;11= E 1 =1IJI Il=Il ■+11=r1 hall 11 1 li=rimil=i1=11=1r I1=11.=1 J1=11.=.II Upright accent trees in front of building Permeable pavers in drive aisles and non ADA parking stalls 335.50 11-11. Ji.:11=11 .It.-tl�li�i1 =li- Yl 11 i9 9i-a9.--u Ik— --�1 tl Il 11 l 1r=1 .-1V. Ilril�lt. =lla i c111i 'l1=' 111, Low groundcover planting Evergreen hedge Concrete garage shell Building exterior - see Architect's plans Colored concrete topping slab over garage shell below FFE 336.50 Garage Section 'C' til Storm -water filtration planter per the Civil Engineer's plan - grasses and approved filtration species Scale: 3/16" = •t q} V11, 9k-11- la .r�tl 91 �� l9 e.- _ _ Ir 11=f1 1:=14=ll`'� J�1=lIGn, .l� -1 r-, li • I =11.I II=M=J1 .I IL - 11=11-� 1- _ I- ll' � 111 I = �I 1 ,,.,. 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 O co - Q7 0 Property Line Section ,A, Planting is shown at 5-7 years growth a Alberto Way 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 ertoway 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 SITE SECTIONS L0.3 PROJECT NO: 153948 Scale: 3/16" = I'-O" Planting is shown at 5-7 years growth C:1Users\Mattlappdatallocalltemp1AcPublish_55641Pre1726R3.dwg - Feb 01, 2017, 7:41am - Matt 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 Los Gatos Saratoga Road ism �fI II. il�Cl II:-1I Yi �1:-r3 ^t-11=r1 li i1. i —IIIIJ TI. IL—C w 11—R 11=.11-11 11-i1 10= 1 11=11-11' lI Il-,[,7t Concrete retaining wall - See civil engineer's plans • Existing trees to remain Existing trees and shrubs/ groundcover within the Right -of -Way to remain to the greatest extent possible 1i1,— --IF' 11 ft� ;r Il I 11=11 1=1 I 71 ll n 11 r1 11=11 11 Il 1 11 11 II 11=11=h 11 11=11P11 11=11=11=11g11 11. -11=11 11,11rll =11 1I-`1t . ; 11=It r II 11:II-_. =1r11 i New native and naturalized shrubs along the edge of the new retaining wall Existing elevations to remain on adjacent property 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 engineer's plans Los Gatos Saratoga Road Existing trees and shrubs/ groundcover within the Right -of -Way to remain to the greatest extent possible 345.50 Concrete retaining wall - See civil engineer's plans it ,, 11,..II= �11: 11 :11 II 11'�'ti = 11 -11 II —I II 1 ;11 Ii I1-11 1I�1t I r 7r=11 rl , w rii—i1 II [t =11 -il Ir �1'=r1= :� .W 11:`'111111111:1r 1111 1 .1111 111:111 111 =111= 1. 11=11= — 1111116 1111II=l1 1=:11'A lhll 11 II= II11, II II 11-11 11 --11 11 Ih1r =11.=11:=111=11- I 11 11 II 11�11= 11 11 11=11 11=11 =11 li-zii a=u-. .11E 11 11 11 11`-11- ':-11 11- =.11=,, —1►=11=31=11 11 111 Il a 11 1 IP1I 11' Il.�i =11 .11=ii=11=11.= New native and naturalized shrubs along the edge of the new retaining wall I r=11 i Tom' l__ l - 1-" I Existing swale to remain Existing elevations to remain on adjacent property =1 I " -III 111-1 I 1-1� I I 1 T I -111771,4 Walking path around building over garage shell =111,711 TTIT Existing swale to remain Existing elevations to remain on adjacent property Garage 345.85 Terraced retaining walls to reduce visual impact of grade change and create interest with planting Pervious pavers in parking lot 11 11 1i :11..11. lf: J17-1i..11. 1 r1 1=_11.-11: Section 'D' Scale: 3/16" = 1'-0" Existing trees to remain n 1L ll= 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 Concrete garage shell Non -living groundcover over garage shell Section 'G' Scale: 3/I6" = 1'-0" Planting is shown at 5-7 years growth Planting is shown at 5-7 years growth •I Top of existing grade Walking path around building over garage shell • Existing trees and shrubs/ groundcover within the Right -of -Way to remain to the greatest extent possible -I I I -I 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" = I'-O" 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) // —I • Top of existing grade Garage Building exterior - see Architect's plans 336.50 Concrete garage shell Non -living groundcover over garage shell Section 'F' Scale: 3/I6" = 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 Trees as shown on this exhibit represent growth approximately 5-7 years after installation Highway 17 On - Ramp Alberto 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: 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 SITE SECTIONS L0.3a PROJECT NO: 153948 C:1Users\Matt1appdata1localltemplAcPublish_55641Pre1726R3.dwg - Feb 01, 2017, 7:41am - Matt 0 Circular modular seating element DG texture or Chem stain on top of garage deck for "natural" trail around building Natural Gray Pedestrian Concrete and Driveway Apron A BFR 0 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 Il ON -RAMP 2- ai- ai- 2 ai ai ai ai aiw-w__iwm4iar2klw�:��I�� 11 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 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 Vehicular Natural Gray Concrete - Ramp and Trash Enclosure Truncated Domes NORTH Scale: I" = 30'-0" 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 PAVING MATERIALS L0.4 PROJECT NO: 153948 Z:lcadfile\cadfiles\Projects_15115-17261AIberto Way\Drawing Files \Plans\Preliminary\Pre1726R3.dwg - Feb 03, 2017, 10:40am - Matt PLANT SCHEDULE TREES AGE SLO BAM ALP LAC TUS LAU SAR LOP GON MAC LIT POD CRA OUE ACR THU OGG ULM PAR SHRUBS ANI BUS GAL KAR GEA YAN GIS PUR DIA VAR LIS TEX MAR BEA PIT VAR RHA EVE RHA BAL VI NE/ESPAL I ER • FIG PUM BOTANICAL NAME Acer rubrum 'October' Glory' Bambusa multiplex 'Alphonse Karr' Lagerstroemia x 'Tuscarora' Laurus nobilis 'Saratoga' Lophostemon confertus Magnolia grandiflora 'Little Sem' Podocarpus gracilior Guercus agrifolia Thuja occidental's 'Emerald' Ulmus parvifolia BOTANICAL NAME Anigozanthos x 'Bush Ranger' Galamagrostis x acutiflora 'Karl Foerster' Geanothus griseus horizontal's 'Yankee Point' Cletus x purpureus Dianella variegata Ligustrum japonicum 'Texanum' Mahonia bealei Pittosporum tobira 'Variegata' Rhamnus californica 'Eve Case' Rhaphiolepis indica 'Ballerina' BOTANICAL NAME Ficus pumila Non -Living eroundcover COMMON NAME October Glory Maple Alphonse Karr Bamboo Crape Myrtle Coral Pink Sweet Bay Brisbane Box Dwarf Southern Magnolia Fern Pine Coast Live Oak Emerald Arborvitae Chinese Elm COMMON NAME Big Red Kangaroo Paw Feather Reed Srass California Lilac Orchid Rockrose Dianella Wax Leaf Privet Leatherleaf Mahonia Variegated Mock Orange California Goffeeberry Ballerina Indian Hawthorn COMMON NAME Creeping Fig 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) 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. 0 i� 0 GAL KAR 12 36" box TrI Clear Vision Triangle - all shrubs to be less than 36" high and all I trees to be pruned above 7'-0" GONT 36" box 15 gal 15 24" box 10 36" box 16 36" box ci 36" box 4 36" box 8 15 gal 6 24" box 2 36" box SIZE 5 gal 5 gal 5 gal 5 gal 61 5 gal 46 5 gal 106 5 gal 18 5 gal 82 5 gal 16 5 gal SIZE I gal 0 re GTY Water Use Size (HxD) 10 Medium 40'x30' Low Low Low Medium Medium Medium Low Medium 3 Low Orr Water Use 70 Low 156 Medium 42 Low Low Medium Medium Medium Low Low 57 Low GTY Water Use 5 Medium TRA ASI 205 I gal AGE SLO 6 36" box LOM BRE 37 I gal I5'x5' 22'x 12' 25'x25' 35'x25' 20'x20' 30'x20' 40'x40' 30'x 10' 40'x40' Size (HxD) 2'x2' 3'x3' 3'x8' 4'x4' 2'x2' 6'x4' 5'x3' 4'x4' 7'x7' 2'x3' //z 16 RHA EVE PLANT SCHEDULE GROUND COVERS ARG UVA AST NIV BAG TW I HEM MON IMP WAL LIR MUS LOM BRE TRA ASI 14 CEA YAN 5 gal 15 LOM BRE I gal 18 HEM MON I gal O 33 AST NIV I gal 7 PIT VAR 5 gal Iq LIS TEX 5 gal BOTANICAL NAME Arctostaphylos uva-ursi Astelia nivicola 'Red Sem' Baccharis pilularis 'Twin Peaks #2' Hemerocallis x 'Monie' Impatiens walleriana Liriope muscari Lomandra longifolia 'Breeze' Trachelospermum asiaticum (j • ♦ COMMON NAME GONT SPAGINO 0TY Kinnikinnick I gal 36" o.c. 66 Astelia I gal 30" o.c. Twin Peaks Coyote Brush I gal 42" o.c. Starburst Evergreen Daylily I gal 36" o.c. Busy Lizzie Flatted 12" o.c. Lily Turf I gal 24" o.c. Dwarf Mat Rush I gal 36" o.c. Star Jasmine I gal 30" o.c. I \\ 1 /�. ♦1 / ♦ / 4,..../ \ / ` / 1 ......i, 0 T-_...:--_ ,ieZ"....-1..."•_c__/ <, ♦• A $ E Tp 1^I A Y O THU OGG I 24" box MAH BEA 13 5 gal IMP WAL 87 Flatted BAM ALP 3 ANI BUS 30 5 gal LOP GON 2 36" box it \lrabar _ . \ 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 Water Use Low 154 Low 2a Medium 18Q Low 120 Low 565 Low 242 Medium 400 Low Cj / / ♦ / \♦\ /—�\ I / 1 \ 0 1 %4 i'-1, ��'� / \7:--7 `.._ .... ................. 41, 0Afgsmsfeasifi GAL KAR 8 5 gal LIR MUS 7 I gal AGE SLO 3 36" box Blofiltratlon planter with engineered soil and drainage per the Givil Engineer's plans - see sheet C6.0 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 .\�� /0\ ,\ i i QUE AC 15gal / • \ -4k1 //4.x.,1-:,' \,) Li'. aftera Oh altgoOlidbd vI OI�� 0r _ a , ri$4.114WW$4044 \ eel CO rAdi -#.e____I s!A _ 44.0w4 • Phi eat/11 dig n!D e /'--� 1 nn l GEA YAN 24 GIS PUR 25 1 THU OGG 24" box O 5 MAH BEA 5 gal 33 IMP WAL Flatted 40 ANI BUS LOM BRE 21 I gal GAL KAR c{ 5 gal 14 LIS TEX 5 gal O BAM ALP 12 15 gal PIT VAR 6 5 gal 165 LIR MUS O GAL KAR AST NIV 121 I gal RHA BAL 57 5 gal O GAL KAR 26 5 gal HEM MON 24 I gal LIR MUS 3ci3 PIT VAR 14 5 gal MAC LIT 4 36" box DN II DIA VAR 5 gal 7 HEM MON I gal 6 HEM MON 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" 8 POD SRA 36" box 26 LIS TEX 5 gal 5 FIG PUM I gales 5 CIS PUR 5 gal dry 23 GAL KAR ° 5 gal 43 TRA ASI 36" box NORTH Scale: I" = 20'-0" 0' 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 PRELIMINARY LANDSCAPE PLAN L0.6 PROJECT NO: 153948 Trees Shrubs Groundcover Z:lcadfilelcadfiles\Projecis_15115-17261AIberto Way\Drawing Files\Plans\PreliminarylPre1726R3.dwg - Feb 03, 2017, 10:43am - Matt ACE GLO Acer rubrum 'October Glory' October Glory Maple LAG TUS Lagerstroemia x 'Tuscarora' Crape Myrtle Coral Pink LOP CON Lophostemon Confertus Brisbane Box POD GRA Podocarpus gracilior Fern Pine THU OCC Thuja occidentalis 'Emerald' Emerald Arborvitae BAM ALP Bambusa multiplex 'Alphonse Karr' Alphonse Karr Bamboo LAU SAR Laurus nobilis 'Saratoga' Sweet Bay MAG LIT Magnolia grandiflora 'Little Gem' Dwarf Southern Magnolia QUE AGR Quercus agrifolia Coast Live Oak ULM PAR Ulmus parvifolia Chinese Elm ANI BUS Anigozanthos x 'Bush Ranger' Big Red Kangaroo Paw CIS PUR Cistus x purpureus Orchid Rockrose MAH BEA Mahonia bealei Leatherleaf Mahonia RI RHA BAL Rhaphiolepis indica 'Ballerina' Ballerina Indian Hawthorn 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 ..............I ARC UVA Arctostaphylos uva-ursi Kinnikinnick BAC TWI Baccharis pilularis 'Twin Peaks #2' Twin Peaks Coyote Brush IMP WAL Impatiens walleriana Busy Lizzie LOM BRE Lomandra longifolia 'Breeze' Dwarf Mat Rush 0 AST NIV Astelia nivicola 'Red Gem' Astelia HEM MON Hemerocallis x 'Monie' Starburst Evergreen Daylily LIR MUS Liriope muscari Lily Turf 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 PLANT IMAGES L0.6a PROJECT NO: 153948 0 J C:1Users\Mattlappdata1localltemplAcPublish_55641Pre1726R3.dwg - Feb 01, 2017, 7:41am - Matt 0 1,7 i7 ALB 7 ��■■■■\\. lI■■■■■■■s. iNENNENNER 1■■■■■■■■■ I■■■► 1■■■■■■■■■■\ I■■■■\ \■■■■■■■■■■I I■■■■■► I■■■■■■■■■■I I■■MEL \■■■■■■■■■I Irci em■► ■■■■■■■■■I 1■■\ \■■■■■= INNEN HIGHWAY 11 ON -RAMP O WAY ikKWAigivi."1111111171 17 it 1, Landscape Lighting Legend Symbol Type e Low voltage underwater fountain up -light - FX LL-BLED-BS - 4.2 Watts y 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 Alb 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" 0' 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 LOW LEVEL LANDSCAPE MOOD LIGHTING L0.5 PROJECT NO: 153948 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 Z:lcadfile1cadfiles\Projects_15115-17261AIberto Way\Drawing Files \Plans\Preliminary\Pre1726R3.dwg - Feb 01, 2017, 7:49am - Matt Coast Live Oak 14.8" 15' 33' 65% Falr Hlgh Remains 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" 25' 25' 48% High Remains Poor 15" 15' 18' 48" Poor High Remains 10" 15' 22' 48" Poor High Remains 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 46.6 4 d� 34, 77 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 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 Hhlte Birch 01 ive Hhlte Birch 61.2"®6" 3' 7' 20%V Pr Very Low 4.7" 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 Hhlte 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' 70' 60% Fair High 7' 50' 41% Poor High Remains -Off Prop. Remains -Off Prop. Remains -Off Prop. Remains -Off Prop. 335.7 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 altissima 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 122 Olea europaea 123 Quercus agrifolia 124 Quercus agrifolia 125 Olea europaea Olive 4.6" 6' 22' 40% Low Poor Olive Goast Live Oak Coast Live Oak Olive 4.0"@2' 5' 20' 20%V Pr Low 12.2"©3' 20' 35' 40% Mod. Poor 22.5" 25' 45' 62% Fair High 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 EXISTING TREE PLAN L0.7 PROJECT NO: 153948 Hydrozone Table and ETWU Annual ETo for Los Satos - 42.g 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. ETHU I 1 Biofiltration Swale Medium .5 1,513 sf 6.2% .61 1,008.1 Pop -Up Rotator .15 26,828.5 2 2-12 At Grade Shrubs Low .3 15,017 sf 61.-1% .34 5,II(1.4 Low Flow Bubblers .88 136,166.6 3 13-14 Raised Planter Overstructure Medium .4 1,121 sf 1.1 % .45 182.3 Low Flow Bubblers .88 20,806.cl 4 15-16 Overstructure Shrubs Medium .4 2,011 sf 8.5% .45 g41.4 Low Flow Bubblers .88 25,038.4 5 11 Raised Planter. Biofiltration Medium .5 151 sf 3.1% .5'1 441.8 Subsurface Drip .85 11,150.1 6 0 Gobble/Aggregate None 0 3,251 sf 13.4% 0 0 None 1 0 Total Ornamental 24,324 sf 100% 8,2g3 220,5g0.5 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 24,324) MAWA = 26.6 *(I0,145.8) JMAWA = 2c11,136.4 24,324 sf 8,2g3 sf 0.8g efficient 220,5g0.5 gallons 2g1,136.4 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 1s 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. Z:lcadfile\cadfiles\Projects_15115-17261AIberto Way\Drawing Files \Plans\Preliminary\Pre1726R3.dwg - Feb 01, 2017, 7:51am - Matt 0 0 0 h 0 t- Dri 4 0 Dri Dri 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) 1S0° Black (K) 135° Black (K) q0° Radius PSI GPM 16 ft 16 ft 16 ft 16 ft 40 40 40 40 1.41 .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 .31 .28 .Ic1 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/0.061 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. Mainline Mainline shown schematically - All mainline to be located in planting areas whenever possible. Valves to be grouped together and placed in shrub areas. W A Y Trees Su �l-rltht Double 4" PVG sleeves (typ.) Dric DN Double 4" PVG sleeves (typ.) BF ea 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) Dri c Mainline Mainline shown schematically - All mainline to be located in planting areas whenever possible. Valves to be grouped together and placed in shrub areas. Dri Dric 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 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 DESCRIPTION PRELIM PLANNING SUBMITTAL PLANNING SUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL PRELIMINARY IRRIGATION PLAN L0.8 PROJECT NO: 153948 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 -00 4 z ® ER 0-0 • Ai 10" 100.00 �15 X X X Z SS SD 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 -39.9 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 338.01 342.0 FNC L1 X341.6 FNC 3 1.3 FNC 341.81' 341.68 EW 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 c 341.1 342.05 C (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� .Tq3 x342.6 34s- x345.3 CONCRETE 346.440 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 SIGN m S g J CO 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 343.050..--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 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 337.82L 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 2" 342.1 341.61 C TRENCH DRAIN (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, COCOCO 0 7 0) r' 7= 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 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 cc co ONE STORY BUILDING 336.47 340.62 EP �0-7 M 1- 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 340.36 FC 340.56 FC DI -RIM 340.66 / SLB ELI TCD RWL 339.21 PV 339.47 PV > ° 01 340.38 340.41 FC 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 .338.7 338 .337.4 TC 336.24 TC 336.42 355.96 FF THIRD FLOOR.- 348.10 FF SECOND FLOOR' PV 336.31 ND EMPTY MON BOX CONCRETE DRIVEWAY CO AC PAVEMENT CD 1,0 1-0 409 ALBERTO WAY ONE STORY BUILDING WITH BASEMENT 336.17 336.04 TC 335.59 FL 335.72 LIP .76' 337.3 GRASS 339.53 FF THRESHOLD 361.60 ROOF SECOND FLOOR BUILDING 335.81 TC 335.43 FL 335.74 PV 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 338.97 PV 340.49 EW EW EW (2)AC UNIT CONC 339.62 C PV 335.59 TC 337.8 GRASS BW 338.99 PV 338.60 PV 337.90 PV 338.56 PV AC PAVEMENT (2)AC UNIT 339.25 C 337.79 PV 335.33 SIGN STAIRS TO SECOND FLOOR 3371 338.12 PV 338 33 338.10 FC 33 33 101 337.8 121 338.0 •st 337.77 FC co 337.34 FW 338.1 345.3 12 i 337.5 10" 12" 8" 336.2 336.4 FND 101 (UNREADABLE) DI -RIM 334 80 335.79 co cc) ro 1,0 TWO STORY BUILDING LLI 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 UB - GRASS GARAGE 20 40 Scale 1" = 20 ft 16" 335.7 PV 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 Topographic & Boundary Survey C1.0 PROJECT NO: A15062 LEGEND PROPERTY LINE ADJACENT PROPERTY LINE CENTERLINE MONUMENT LINE NON -ACCESS BUILDING LINE MI MI 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 Pi 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. SS /% i P 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. o' PAVE AND STRIPE TRAVEL LANES AREA CALCULATIONS AREA PROPOSED CONDITION (S.F.) EXISTING CONDITION (S.F.) BUILDING FOOTPRINT 43,080 15,909 STREETS & PARKING 2,962 51,064 S/W, PATIOS, PATHS ETC. 11,387 12,208 LANDSCAPE 20,399 13,414 PERVIOUS PAVING 14,767 0 TOTAL 92,595 92,595 IMPERVIOUS SURFACES 57,429 79,181 PERVIOUS SURFACES 35,166 13,414 TOTAL 92,595 92,595 BIO-TREATMENT AREA 2,297 0 PROPOSED CROSSWALK LANDSCAPING (TYP) PROPOSED STREET LIGHTING (TYP) 4.5' 35.4' RELOCATE TSB OUT OF CURB RAMP FLARE IN PROP PROPOSED PEDESTRIAN CROSSWALK UPGRADE EX. TRAFFIC SIGNAL / 34268 TC CONST. NEW ADA CURB RAMP 341 338.01 RELOCATE EX. / ELEC RO IER 4 RIM 335.4 339.0 F 341.2 •. 16"(M T) 340.9 I i 1 43.7 /' 'I II 341 5' RFj. WAI1241513 840.8 Ew iPl . 212 / 15 (MT1 I I II 340.5 (3'41'.17±) '-6' RETAINING WALL TYP RELOCATE'EX. COMM. BOXES AD / RIM 335.4 TW342.4 2.5' RET BW336.0 li WALL / an UPGRADE LA/./ SIDEWALK 342.5± TW343.0 BW337.0 EXISTING TRAFFIC SIGNAL TW342.5 / BW338.0 REMOVE EX. TREE WALL , RELOCATE EX. BACKFLOW 'RE ENTER B REMOVE EXISTING 6 SS / (342.0± TW342.1 BW336.1 3 9,6 FL (341.3± AD RIM 335.4 zz 342.98 EP x342.6 m l: AD RIM 335.4 340.9± 5'-6' RETAINING WALL TYP HP336.0 OVD RIM 338.3 INV 335.3 8" 336.2 _ ---- - - - \ LIMITS OF UNDERGROUND GARAGE 335.5 SDCO INV 332.8 335.5 4"0 PFRFORATFD PIPE LANDSCAPE x341.2 12" 340.7± HIGHWAY 17 HP336.0 336.2 OVD RIM 338.3 INV 335.3 8" HP336.0 RIM 335.5 INV 4" 333.8 INV 8" 332.8 J 336.2 1 336.2� LIMITS OF 336.2 338.0 PERVIOUS PAVERS 344.5 40 1 - STALL NEW ADA CURB/ I RELOCATE EX. RAMP./Alli I ELEC. BOX AND BIKE LANE ~ADJUST TO GRADE o O et RELOCATE TOWN OF LOS GATOS EX. IRR. ER&BFP FOR ROAD WIDENING 0 AD -RIM 345.091))) RWL ."346. /' ;c'sAD RwL RIM 344.60 ONE STORY BUILDING 2'-4' RETAINING WALL 336.7 EXISTING PL TC 338.3± MATCH EX. BIKE LANE CO -RIM 343.05_50 344.75 FF THRESHOLD 4"0 PFRFORATFD. PIPE 336.7 TC 338.3± MATCH EX. 40 6" CO N c0C 38 NT 342.03 EP x341.8 w FLOW-TI-1ROUGH AD RIM 335.4 21'-{�HP336.0 IP 336.2 CONCRETE SIDEWALK PER CITY STD DTL ST-215 PAVE AND STRIPE CONCRETE DRIVEWAY 340.62 BW 340.66 C 341.61 C O (0(0 o(0o 1,0 00 CO rM r7 M 338.68 C SDMH-RIM 340.80 TRENCH DRAIN CB-TC 338.28 PLANTER (TYP.) INV 333.1 127LF-8"SD I 74 LFN6"SS@ S=0.005 LIMITS OF PERVIOUS PAVERS RIM 338.3 INV 335.3 8" 3,41 340 nNT 0- 341_8 0 EP 340.8 12" 39 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 36 336.2 336.7 36.5 SSMH RIM 337.4 INV 332. PROPOSED DEDICATION I: :1,1 I i 11. 0 \ 336.0 30 PV FF 336.5 \ 336.2 IMPERVIOUS AREA TO REQUIRE AREA DRAINS 335.8 -- B RIM 335.4 NV 332.4 JB / RIM 335.5 INV 4" 333.8 INV 8" 331.5 OVERFLOW AREA DRAIN SEE NOTE 1 s"(mi) _----.---z__: AD INV 334.0 RIM 337.0 338.6± AD RIM 338.3 RIM 335.4 INV 335.3 8" CB RIM 335.3 INV 331.7 335.4 4"0 PERFORATED PIPE LIMITS OF SSCO PERVIOUS PAVERS 336.7 FOR BLDG -- AL TC 337.1± MATCH EX. 33 /.43 PV MATCH EX. CL 26' DWY PER ' CITY STD DTL ST-219 TIE INTO EXISTING SS RECHANNELIZE / INV 332.2± EX. MH BASE CONCRETE SIDEWALK (ELEC) INV 335 33 12 (OUT -SE) CO -RIM 339.21 LLJ ONE STORY BUILDING CONCRETE DRIVEWAY TSB VM PED AC PAVEMENT 355.96 FF THIRD FLOOR 348.10 FF SECOND FLOOR INV 333.3 RIM 336.2 INV 333.0 1)1 co GRASS )65 THRESHOLD 361.1311 ROOF -550--scSECOND FLOOR -50 1,0 CD 10 338 TWO STORY BUILDING 335.6 CB RIM 336.0 INV 331.5 Lri BW 337.8 SIGN GRASS STAIRS TO SECOND FLOOR HP336.0 FLOW -THROUGH PLANTER (TYP.) AD RIM 335.6 AD RIM 335.7 AD RIM 335.7 335.6 INV 333.7 335.5 TC 335.3 337.1 337.2 337.5 CB RIM 335.2 NV 330 TC 335.2 CL 26' DWY PER CITY STD DTL TWO STORY BUILDING 336.5 337.3± 30 LF-8"SD 41000 GARAGE 14" 337.5 FC RIM 337.0 INV 333.1 CAP EXISTING 337.3± CAP INCOMING WALL UPSIZE E RIM 337.0 INV 331.5 12" (IN-E) INV 331.5 8" (IN-S) 337.4± 338.0± RIM 337.0 INV 332.2 (337.3±) OVD RIM 338.0 INV 335.0 8” BU RIM 338.1 STORM DRAIN PUMP TATION RIM 335.6 INV 330.8 JB RIM 336.0 INV 332.9 12" (THRU) STORM DRAIN PUMP STAT ON SEE DETAIL ON SHEET 3. INV IN 329.8 INV OUT 333.0 TV' MATCH TO EX. JB RIM 335.3 INV 330.0 CO DV PV 336.4 16" 335.7 20 40 Scale 1" = 20 60 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 >- .2 Et co 11.0 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 Preliminary Grading Drainage & Utility Plan C2.0 PROJECT NO: A15062 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 5,166 5,166 0 216 DMA 02 TCM 02 BIORETENTION 5,326 3,531 0 205 DMA 03 TCM 03 BIORETENTION 5,273 4,195 0 222 DMA 04 TCM 04 BIORETENTION 4,459 3,780 0 170 DMA 05 TCM 05 BIORETENTION 35,909 35115 794 1,084 STO1 - SELF TREATING 16,185 - 16,185 - STO2 - SELF TREATING 1,479 - 1,479 - SR01 - 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*A �S 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) .•• ••• ••• tiE • • ••• x ••• 4. 0 /// 20 40 Scale 1 " = 20 ft 60 LI 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 Preliminary Stormwater Management Calculations & Notes C3.0 PROJECT NO: A15062 18" MIN BIO-TREATMENT SOIL MIX C.3 SPECIFICATIONS CURB & GUTTER a° a a a ° ° 4., ° NZ- a 4 a° ° ° a. as�' ° 1 lgo ° ° ° 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/ \ /1/i \I ► r,A \/1/�� 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 �, - 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) o5o/C*2,00L52.oL2 .DDDDC �� o 0 0 �p�O'O� /-/L2 /-/L2 /-/L2 /-/k. 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%\ \ \%,\�\�� Av4,, °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 1 ,o O O .O-�O O 3/4 1 1 o o CRUSHED-. o `DRAIN ROCK OUO»��UOUOUO O'� 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 BOLTTEE B 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 // PLACE 4"MIN. APPROVED COBBLES QJ 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 I1� II ��►/ IIn1// ��/ �� / ��. /11% ► / DISCHARGE PIPE OVERFLOW // PUMP STATION - PLAN (SEE PLAN) 4 / I co I coI/ r// / NOT TO SCALE INLET (SEE PLAN) 0 L. /� 7 r I / / / ///////% . " // ZTr �rf.1ol� TCrt rrl .11' `_,TArit 1N Itylvt[ HIGH WATER ALARM , I I 9„ PUMP MODEL Y2� 4V7(15M6-49 5.6 5" Imp. PUMP ON INSTALL RAMNECK /, q �� %%�%�%�%I �� / PUMP FLOW RATE tCFS) B7 ORE UAL TO Q P5 MANHOLE DIAMETER (FT) 4 Z PROVIDE 6" CMU BLOCK W/ #4 @ 16" O.C. / 7 �� OO 0 ci2; ) �OO��J�O d P5 MH ;RIM tELEV) SEE CIVIL WATERTIGHT INFLOW PIPE INV (ELEV) 471.9 12 IN-N JOINTS (SEE NOTE 5 FOR ADDITIONAL INFO) calLOW i,\2 �C (-)LC/20_ % GRAVITY OUTFLOW PIPE INV tELEV) '3.3IB 8" OUT-1 i 'C 7 ,\1/, u /LC �L•�/ WETWELL INVERT (ELEV) 468.17 PUMP OFF i r� , - 4" 0 i PUMP ON ELEV) 471.4 - PUMP OFF 459,17 l� 6" PCC SLAB W/ #4 16" O.C.E.W. / ° ° (ELEV) @ a ° HIGH LEVEL OFF (ELEV) 474,65 BOTTOM / . REFER TO STRUCTURAL PLANS FOR HIGH LEVEL ON (ELEV) 474.15 / LOCATION OF DEEPENED FOOTINGS WHEN ADJACENT TO PLANTER. POND BUBBLE UP RIM tELEV) 477.9 BRICK AND STORM DRAIN OUTLET - /INVERT VARIES MORTAR FILLET SUBMERSIBLE PUMP PUMP NOTES: 1' l 1 ' i ' ' ' ' ' 1 1 1 I i I SEE Ili-ill-1 H 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 WOCHES 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) 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 Preliminary Details C3.1 PROJECT NO: A15062 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. o o 0 J 0 I / / �� TSB TB 345 2. o B SGN m 0" M RWL '} B W LANDSCAPE 342F' ( 2.6' AD -RIM 345.09 Nig 339.0 F 341.2 ID 16"(MT) 1 / / M 39.8 L 339.2 FL '-1.08 `''341.1 FIBER ROLL (TYP.) LANDSCAPE 342/ 3_9.6 FL 342.68 TC .71 342.98 EP ' 342.6 ▪ 3.32 EP 338.01 / .!I 40.6 ; 41.6 111' 3'1.3 FiN 341.8r 341. EW 341.rr. DRAIN INLET PROTECTION (TYP.) fii/344.7 �AD-RIM 344.60 �AD-RIM 344.63 RWL 344.75 FF THRESHOLD NOTE: PROTECT ALL INLETS WITHIN 150' OF PROJECT SITE M M 0 "0 0 DITCH 340.7 340.90 340.99 EP 341.84 333.45 /WALKWAY I0 BASEMENT / 340.16 CO -RIM 343.05-0 ONE STORY BUILDING 0 0 QD 338.68 C SDMH-RIM 340.80 UD 4> M0 m Coo 4'400 41 10 0 10M 342.16 EP F341.2 LANDSCAPE 1✓1HI-RI HIGHWAY 17 M10 3 0J N00 ,0 DO 4-4 r7 342.03 EP x341.8 341 3 0 M cE ❑0 4-03 0D0D M M 342.01 EP "341.8 0 • 340, 8 LANDSCAPE 37.9 f ; M- �r- p 3,_: Mom...+± . �""� AC PAVEMENT INV .60 6" (THRU) 341.31 EP 341.27 C 341.36 C 341.82 333.39 339.89 LIP 339.56 PV 0.10 FL F340.0 339.82 PV 339.78 PV 3':3 PV LLB - 0000 lc - CD N 339.24 PV • 1ST FLOOR COVERED WALKWAY 332.62 339.54 PV 339.60PV 339.55 PV 339.63 PV 339.42 FC 339.27 FC 4" PIPE RISER 340.97/FV 341.11 PV 111 ►iiin►u 1ST FLOOR COVERED 340.77 EP WALKWAY ABOVE BASEMENIT 340.83 PV 341.14 EP 340.39 PV 340.57 PV 40.11 PV 340.62 EP 340.74 C 340.74 C 0 0 M 340.47 FC 340.61 FC 332 36 BASEMENT WALKWAY EW BELOW 332.39 EW RWL 336 BRIDGE DI -RIM 338.74 INV 337.20 16" (OUT-W) PEED BUMF 339.31 PV 338.48 FC 333.24 FC 339.28 FC 339.36 PV 339.17 PV DI -RIM 338.62 NV 337 70 3' (0 CONCRETE DRIVEWAY 340.62 BW 340.66 C 342.1 341.61 C TRENCH DRAIN 338.87 FC 338.89 FC 338.88 FC 338.60 FC 338.33 F 338.17 F> 332.36 EW WA SI 405 ONE Si WITt .NAY (2)AC UNIT DING NT 405 ALBERTO WAY FF=336.5 GFF P-1= 324.5 GFF P-2= 315.5 SG= 314.83 .337 TC 336.38 TC / H- • 336.29 FL LIP 67SW LIP "0 336.40 LIP MI 336.79 336.61 ALBERTO WAY PV `'H_RIM 336.88 rn 01rn O 0-) CD 00 00 CB TC 338.28 CONCRETE SIDEWALK INV 335.3N3 12" (OUTSE)R 38.46 BW YX- CO-RIM 339.21 000 4110 w 0_ M ONE STORY BUILDING (ELEC) 0 CIM 3374 CO -RIM 337.88 337.8. INV 335.80 16 (UG I-SVV1 337.69 PV i 37.71 PV 337.18 FL STABILIZED CONSTRUCTION ENTRANCE 336.50 TC 340.65 FC 341.03 EP 340.36 FC POLE \� 340.56 FC -5 332.08 40.21 C 341. 33°.43 FL BRIDGE 9.4 IP 340.35 C � RWL 3y FL `Aool 10",' 1 WALE BA E 11SIGN 336.16 LIP 335.81 FL 336.42 355.96 FF THIRD FLOOR 348.10 FF SECOND FLOOR 338.46 FF 335.95 LIP _ - r 331.44 �336.24 TC 336 336.20 PV 336.31 PV EV CONCRETE DRIVEWAY AC PAVEMENT 00 00 010 CC 0-_ M /- STAIRS TO SECOND FLO01,' 339.54 FC 340.52 C 0 01 339.78 EP Ir 337.19 39.10 FC 338.90 I 338.86 338.85 335 4�� D00 co0-, 4 -4 PV 0300 M M 335.49 �5 cw 00 M 0 M H TWO STORY BUILDING 24 336.5 01 LANDSCAPE 24" '337.2 337.40 'THRU) "334.6 36.9 6" 336.7 4" '337.0 8' 3.36 9 6 337.5 336.96 FC 336.35 FC 6 336.8 336.33 FC 336.45 FC 10" 336.9 336.55 336.63 FC 337.46 FC 10" 337.8 12" 338.0 12„ 337.4 1 337.77 FC 38.1 45.3 12" 337.7 338.:% SSMH-RIM 337.51 INV 330.91 6" (IN INV 330.81 6" (OL1 6' HIGH MASONARY SOUND WALL AC PAVEMENT 336.7 .12" 336.8 8" 336.2 336.4 335.76 FC I 0" 1 336.1 334.96 TCD 0 , 334.66 M PV d M 0033,4.77 334.79 1.85 PV 1'V CO 336 41g 337.5 GARAGE 340.35 340.49 F 340.41 FC PAIR 1_007 336.04 TC 335.59 FL 335.72 LIP GRASS 339.53 FF THRESHOLD 361.60 ROOF BUILDING "-e-SECOND FLOOR NT WALL �W ITT F1,npR RREE'r 340.49 340.38 FC s 01 DITCH 340.15 PV 340.20 340.98 TC 340.55 C (2)AC UNIT LBERO WA'j ORY :UILDI► 335.74 341.47 41.1 12" 340 7 F335.1 "335 340.49 33.59 TC u) 335.14 FL ur 335.21 LIP \,33556 24" 337.8 GRASS 0-71-758.0 338.1 4 • 338.0 TWO STORY 335 7 GRASS 20 CL PV BW 40 Scale 1" = 20 ft 336.7.3 FC 336.4 60 AC 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 >- ff3' .2 Et SI -I 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 Preliminary Erosion Control Plan C4.0 PROJECT NO: A15062 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 Preliminary Erosion Control Notes & Details C4.1 30. ANY CONTRACTOR PERFORMING WATER -BASED FIRE PROTECTION SYSTEMS TESTING PROJECT NO: A15062 LEGEND CUT OUTSIDE GARAGE FOOTPRINT CUT INSIDE GARAGE FOOTPRINT 'BASEMENT EXCAVATION EARTHWORK QUANTITIES CUT: FILL: EXPORT: 54,000 CY 549 CY 53,451 CY 0 (/) 0 1- �1� V 346.01 FL 346.57 FL 347 32 FI I 348.02 FL I 348.67 FL / z /TSB TB 345 2x 0E8 344.31 TC 344.01 FL 344.28 LIP / 344.17 FL, / 344.72 FL / 344.78 FL / I I I I I I 36.54BW 3'0..3 L E\ P 0, 00 00 1SCR 10 m R8 AD -RIM 345.09 -0,e / 343.25 TC / 343.00 FL 43.30 FL 44. 4 BW LANDSCAPE 3- 0- / 43.2 x342. 3422/ 339.0 F 341.2 339.2 FL -€e 348.5 BW RWL 347.5 (2)AC II ONE WIT 342.98 EP 340.99 EP 26.8CUT X\ \ 342.68 TC / 3.32 EP 338.01 41.6 31.3EC. 341.8 341.68 EW 341.66 S„ 340.8 LANDSCAPE eL3.AD-RIM 344.60 �AD-RIM 344.63 RWL BERT Y BUIL MENT 344.7 DITCH 340. 340.90 EL V41,84 340.62 PV 343.3 g CO -RIM 343.052-0 ONE STORY BUILDING 361.64 ROOF 344.75 FF THRESHOLD LANDSCAPE 7/- 2)AC LT J39.93 CO 3-J x341.2 342.16 EP X \\ \26.1' CUT T" 340.2 AC VEMENT 26.5' CUT 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 CUT I�IT� CONCRETE DRIVEWAY 340.62 BW 340.66 C 338.68 C SDMH-RIM 340.80 341.61 C TRENCH DRAIN . 2 TO FL NEWS BOX TCD 337.77 TC 337.29 TC 337.27 FL 336.81 FL 337.43 HP 336.94 LIP 81/ 338.30 PV= CB-TC 3 '. 8.17 F 15T IKWAi/ 0- 0) HIGHWAY 17 338.67 F Al. VAVLM 337.12 ,) 336.38 TC `n 336.29 FL 336.40 LIP 26.79 MII gIp, 40„ 38 00 PV 336.61 FL / 336.62 LIP AL B E RTO WAY SSMH-RIM 332.36 6" ON-E) 60 INV 332.12 6" (OUT-N) PV 337.43 337.31E ~ PV 336.61 U 6,I- 338.46 BW 0 28 CONCRETE SIDEWALK INV 335.3N3 12' (OUT SE) CO -RIM 339.21 x ONE STORY BUILDING 336.88 336.47 CO -RIM 337.88 PED 0332.4 TC LIP 335.81 FL 335.95 LIP 336.42 PV LO 342.03 EP fc- cc 341 3 LL 336.24 TC 336.20 336.31 CONCRETE DRIVEWAY AC PAVEMENT THIRD FLOOR SECOND FLOOR LL CV CM CC 335.81 TC 335.43 FL 12" 340 DITCH cn 333333:55:•2514197FTILCP----- P V 335.33 PV GRASS mi. 337.5 STAIRS TO SECOND FLON BW TWO STORY BUILDING LANDSCAPE 24" /337 CUT 6.0 CUT LL 0,335.15 PV co 0-0 128 336.5 334.89 BW 1337.5 3855.9 0/337 0 337 46 FC Tr) 10" /337.8 12" 338.0 337.4 :I 337.77 FC 12" 337 7 336.2 TCD r-6)=6/):-._!4! 66) oo PV 334.66 337.5 GARAGE LANDSCAPE 335.59 FL 335.72 LIP RT PV TWO STORY ---e----SECOND FLOOR BUILDING 033/77 0" 336.9 3,36.9 337.5 336.8 338.3 338.7 SSMH-RIM 337.51 6' HIGH MASONARY SOUND WALL PV 0,,334.79 PV PV AC PAVEMENT Lc LL 338.1 LAMDCrAv PV 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 11.0 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 Preliminary Excavation Plan C5.0 PROJECT NO: A15062