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Attachment 01 Ex16
0 0 c 0) M J 1- 1- m cn � U ¢ 0 Ia.! M o ¢ .. O z � o W z (�)o 0 O 0_ 0_ z z z J a >- 0 1- >m 0 oo co co m 0 LC) 0 a PAGESETUP: DWG TO PDF PRINTED BY: Paul Cr DATE: 2/19/16 A Planning Application For: 401 & 405 ALBERTO WAY LOS GATOS, CA 95032 1. VIEW FROM THE NORTH EAST CORNER PROJECT DESCRIPTION THIS IS A NEW CAMPUS WITH TWO 2-STORY WARM SHELL OFFICE BUILDINGS 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') 525 Middlefield Road, Suite 118 Menlo Park, CA 94025 PHONE: 650.326.1600 CONTACT: Shane Arters EMAIL: shane.arters@dragoonre.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: 401 ALBERTO WAY BUILDING AREA: NUMBER OF STORIES: CONSTRUCTION TYPE: FIRE SPRINKLERS: OCCUPANCY TYPE: GARAGE 44,415 S.F. 2 III-B YES B BUILDING AREA: 156,200 S.F. NUMBER OF STORIES: 2 (BELOW GRADE) CONSTRUCTION TYPE: I-B FIRE SPRINKLERS: YES OCCUPANCY TYPE: S-2 LP ACQUISITIONS, LLC (LP) 401 & 405 ALBERTO WAY LOS GATOS, CA 95032 405 ALBERTO WAY BUILDING AREA: NUMBER OF STORIES: CONSTRUCTION TYPE: FIRE SPRINKLERS: OCCUPANCY TYPE: 47,550 S.F. 2 III-B YES B 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 A1.01 SITE PLAN A1.02 SITE AND PARKING DETAILS A3.01 401 & 405 ALBERTO WAY - ALBERTO WAY STREET ELEVATIONS AND SITE SECTION A3.02 401 & 405 ALBERTO WAY - SITE CONTEXT SECTIONS A3.03 405 ALBERTO WAY - SITE CONTEXT SECTION A3.31 EXTERIOR RENDERINGS A3.32 SHADOW STUDIES A3.33 SITE CONTEXT PHOTOS A2.11a 401 ALBERTO WAY - FIRST FLOOR PLAN A2.12a 401 ALBERTO WAY - SECOND FLOOR PLAN A2.31a 401 ALBERTO WAY - ROOF PLAN A3.01a 401 ALBERTO WAY - EXTERIOR ELEVATIONS A3.11a 401 ALBERTO WAY - RENDERED EXTERIOR ELEVATIONS A2.11 b 405 ALBERTO WAY - FIRST FLOOR PLAN A2.12b 405 ALBERTO WAY - SECOND FLOOR PLAN A2.31b 405 ALBERTO WAY - ROOF PLAN A3.01 b 405 ALBERTO WAY - EXTERIOR ELEVATIONS A3.11b 405 ALBERTO WAY - RENDERED EXTERIOR ELEVATIONS AP2.11 AP2.12 PARKING LEVEL -1 PARKING LEVEL -2 ISSUE DATES AND DESCRIPTIONS J Q c� 0< 0Q 0a Z J Z I- Z I- Z I- �� z¢ z~ z~ z~ J CO Z~ Z Z Z 2 0CV) JJ� JD JD a.� wm wco a.U) a(r) LC) Z LO (/) in cc ▪ co cc o ct -.z in z M I- ir) I. inI- o) I- ¢ N Q_ o a. o d_ LZ 11-1W W WI O I L O O - 0 0 0 O 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 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 SITE CROSS SECTIONS L0.2a CROSS SECTIONS / ELEVATIONS L0.2b CROSS SECTIONS / ELEVATIONS L0.2c PAVING MATERIALS L0.2d PRELIMINARY LANDSCAPE LIGHTING L0.3 PRELIMINARY LANDSCAPE PLAN L0.3a PLANT IMAGES L0.4 EXISTING TREE PLAN L0.5 PRELIMINARY IRRIGATION PLAN CIVIL C1.0 TOPOGRAPHIC AND BOUNDARY SURVEY C2.0 PRELIMINARY GRADING DRAINAGE AND UTILITY PLAN C3.0 PRELIMINARY STORMWATER MANAGEMENT PLAN C3.1 PRELIMINARY STORMWATER MANAGEMENT PLAN C4.0 PRELIMINARY EROSION CONTROL PLAN C5.0 EXCAVATION PLAN C6.0 DETAILS ISSUE DATES AND DESCRIPTIONS J Q c� 0< 0Q 0Q Z J Z I- Z I- Z I- 2� z¢ z~ z~ zl J m z~ - z z z 2 J �J�JDJ co Q(/)D o_ U a. co a (.0O- con- U) in Z in co L0 oc o cc (0 cc �z • z MI- in in I- o-31- ¢ N a. O Q_ o d_ a. W W W W O▪ W o0 0D 00 00 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 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 602.953.2988 f 408.496.1121 f www.arctecinc.com LOS GATOS, CA 95032 PROJECT NUMBER: 153948 SYMBOLS LEGEND NOTE: NOT ALL SYMBOLS LISTED MAY APPLY TO THIS DRAWING. TRAFFIC SIGNAL T TRANSFORMER VAULT ACCESS STREET LIGHT FIRE HYDRANT ® CATCH BASIN 0' 15' 30' Ct co co co �Q. ,>l 60' SCALE: 1 "=30'-0" P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12016-0210-3rd PA Submitta11153948-A101.dwg - Feb 19, 2016, 3:25pm - perotty SITE PLAN ool 35 MPH SPEED LIMIT tirairr co ' pie■■■ onomme MINIM EMMEN IMMEMENEMPFN I■■■■■ ►''\■■■ I■■■■■ r ai••• \Irmo MIME IMMENEll TIMUNiHii ME MEM MEM HWY 17 OFF RAMP HWY 17 ON RAMP • 25'X25' MIN. AT PROPERTY LINE ,l l 64014 TellA5r- 41.1111111 200'-O„ 16 r -111111111111.11 PUBLIC STREET POSTED SPEED LIMIT —'25 MPH F-1 / FFICE � / I / / 1 / / I 1 1 / 1 / o / / / :LEVATORS i / / / I / / ego I 200'-0" i _— �••• ••••- ...-a+ 7 \rr STREET FOLIAGE A&. 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 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 fl ak DRIVEWAY AND CORNER SITE TRIANGLES PER AASHTO STANDARDS (AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS) 0 0 PROJECT DATA ASSESSOR'S PARCEL NO.: ZONING: SITE AREA: 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 93,573 S.F. / 2.15 ACRES PARKING ANALYSIS 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% 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) 91,965 / 250 = 368 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 5 SPACES 1 SPACES 1 SPACES 185 SPACES 4 SPACES 2 SPACES PARKING PROVIDED - PARKING LEVEL P-2 STANDARD PARKING PROVIDED 192 SPACES TOTAL PARKING PROVIDED AUTOMOBILE PARKING STALL DIMENSIONS (TABLE 3-2) 390 SPACES STALL TYPE WIDTH DEPTH AISLE COMPLIANT UNISTALL 8'-6" 18'-0" 25'-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 = 32 YES TOTAL BICYCLE PARKING REQUIRED PER CALGREEN SECTION 5.106.4 SHORT-TERM BICYCLE PARKING* REQUIRED: 5% OF 390 PARKING SPACES = 19.5 20 SPACES PROVIDED: 20 SPACES LONG-TERM BICYCLE PARKING** REQUIRED: 5% OF 390 PARKING SPACES = 19.5 20 SPACES PROVIDED: 20 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. CNX-AXwDENXNXX8X8D 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 SHARED COURTYARD AMENITY SPACE LINE OF PARKING GARAGE BELOW SHOWN DASHED PROPERTY LINE SHOWN DASHED EXISTING 6'-0" CMU WALL AT EDGE OF PROPERTY TO REMAIN EXPOSED PARKING BELOW RAMP TO PARKING LEVEL P-1 EXISTING CURB SHORT TERM BICYCLE PARKING NEIGHBORING BUILDING SHOWN SHADED LINE OF BALCONY ABOVE ADDITIONAL HEIGHT SETBACK TO BE 1 ADDITIONAL FOOT FOR EACH FOOT THE BUILDING EXCEEDS 20 FEET IN HEIGHT. ROOF DRAIN AND OVERFLOW DISCHARGE TO LANDSCAPE AREA AT GROUND FLOOR FOR STORM WATER FILTRATION; REFER TO CIVIL DRAWINGS FIRE ACCESS DRIVE WITH 88'-0" OUTSIDE RADIUS EXISTING SIDEWALK R.O.W. AND UTILITY EASEMENT EXISTING TREE CANOPY SHOWN DASHED, TYP. REFER TO LANDSCAPE DRAWINGS FOR SPECIFICATIONS PROPOSED TREE CANOPY, TYP. REFER TO LANDSCAPE DRAWINGS FOR SPECIFICATIONS SIDEWALK (SHOWN SHADED) WITH 4'-0" LANDSCAPE BUFFER RAISED MEDIAN BIKE BOX 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 w CO Ian oo 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 SITE PLAN A1.01 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12016-0210-3rd PA Submittal1153948-A102.dwg - Feb 19, 2016, 10:11am - perotty THIS PORTION OF SIGN TO r - - - - - BE 70 SQUARE INCHES 11 (1 1 1 MINIMUM (TYPICAL) rMI 1 1 1 1. I 1 1 1 -: LI Efi MUM FRE UM 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 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 MAY BE RECLAIMED AT INSERT ADDRESS OR BY TELEPHONING INSERT TELEPHONE NUMBER 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. WALL MOUNTED "FEISS - MERRILL" HERITAGE BRONZE 1-LIGHT WALL SCONCE; "OL7502HTBZ" AT MAIN ENTRY ELEMENT AND GARAGE ENTRY; "OL7501 HTBZ" TYPICAL FRONT VIEW 0 M PERSPECTIVE VIEW WALL SCONCE SCALE: 1/4" = 1'-0" STUCCO PAINTED TO MATCH P1-FIELD PAINT 6" CURB ENTRY DRIVE TRASH ENCLOSURE - EAST ELEVATION SCALE: 1/4" = 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. 20'-0" L WASTE BIN RECYCLE BIN L — — — — TRASH ENCLOSURE SCALE: 1/4" = 1'-0" STUCCO PAINTED TO MATCH P1-FIELD PAINT 6" CURB LJ _Z N 6" CONCRETE CURB —\ ENTRY DRIVE ACCESS ENTRY DRIVE DRILL CONCRETE AT CLOSED POSITION AND AT OPEN 180d. TO ACCEPT CANE BOLTS, TYP. 1/8" THICK PANELS WITH 2" X 4" TUBE STEEL FRAME GATE u TRASH ENCLOSURE - NORTH ELEVATION SCALE: 1/4" = 1'-0" TYPICAL NOTES: CURB RAMP WITH 1:12 MAX SLOPE ACCESSIBLE PARKING SIGN SEE 12/- 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 6/- 12" HIGH WHITE LETTERING IN ACCESS AISLE 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. 4,6' MIN., SIGN TYPE A- 4,6' MINA, r- SIGN TYPE A� 12' MIN. 5' 9' MIN. MIN. STRIPING FOR VAN ACCESSIBLE PARKING t9' MIN. 5, 1 9' MIN. MIN. STRIPING FOR STANDARD ACCESSIBLE PARKING 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" 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: O ›- Ct o W c CCI O co a o_LO Q Q Oa co e < 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 SITE AND PARKING DETAILS A1.02 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12016-0210-3rd PA Submitta11153948 A301.dwg - Feb 19, 2016, 9:53am - perotty 346.96' ADJ. STREET HIGH POINT 339' T.O. PODIUM 338' T.O. PODIUM 334.32' ADJ. STREET LOW POINT LINE OF ADJACENT STREET TOPOGRAPHY 401 & 405 ALBERTO WAY STREET ELEVATION SCALE: 1/16" = 1'-0" 346.96' ADJ. STREET HIGH POINT 4 339' T.O. PODIUM 4 338' T.O. PODIUM iio334.32' ADJ. STREET LOW POINT i 1-. 1 (I —II —I I I --- -- 401 ALBERTO WAY - SEE A3.01a COURTYARD 11111111111111 11111111111111 11111111 LINE OF ADJACENT STREET TOPOGRAPHY 111111111 405 ALBERTO WAY - SEE A3.01 b I■ I■ `rWthit. II II III iii I>D III II lill IIIIIIII III IIII IIIIIII Illillll It i non mm ii noon mf 'Um ilj l -1 J i 1-Li. _1 1 .i;l:'I':1: 751 71 'I I j'1'i 1 71"i' J7i �xRtft2R! t 2 tiR! ; ft t ! twg! ;^R! Rt R t2R4 ! Rit t tttt glitC t�Rt t tt^Rlt2"R! t3 2 .x ` RR i :tRz;exlxc;x x _:;tz t RxAi�� 1 i AA u.. ..a. 1111111111 II1111 111 t1111111 11111111 nI III11111111IILIIIIIInlllllllll • ......... Imi n11-11. i.ennnn_r Mom El -rr- :L:- :-.:_ :R — PII_I1II1 i 1 11 Iw I n ml Iml num Ilu a it m("fili li�ilnu Inmu m II unum ml nu unm lu n ul� un ml I__ 1 _1 1 11 l L 1_ 1__ I _L1 . 1 1_ I_ 1. 1 1_ 11 1. I 11 1 --- _I � .II I II 1111=111111 !1 ! — NIB MI ' I_1 •111t II ' . .! MalinEMIR Ell C ■ 1__ P. rhii■ 1 nulnuuniiiiiin wmliiil■iiTfi mlinuil,I,ni1 t iir 111111 of IiUiiUiHhi Mini 1 1" 'I: I ,1'1111 TIT 11111,:1.. II r r r1 "Al 1■1 ■ A1�1I• 'ue 11� L.I I IIIIIIIIIII� L_ 401 & 405 ALBERTO WAY RENDERED STREET ELEVATION SCALE: 1/16" = 1'-0" 35'-0" T.O. MANSARD ROOF MAX. HEIGHT IN 'CH' ZONE' ROOF RIDGE LEVEL 14'-6" SECOND LEVEL STRUCTURAL STEEL COLUMN .z 77 /7'277'77' / /7r//,/ 401 & 405 ALBERTO WAY SITE SECTION SCALE: 1/16" = 1'-0" a i� 77'77 // LINE OF MANSARD BEYOND T 4. FUTURE CEILING FUTURE CEILING SINGLE PLY ROOF MEMBRANE //// /////////////. MANSARD ROOF LINE OF BUILDING —. BEYOND SHARED COURTYARD j, BALCONY LINE OF MANSARD BEYOND ROOFTOP UNIT ON WOOD PLATFORM SINGLE PLY ROOF —\ MEMBRANE // BALCONY (E) FENCE AT EDGE OF PROPERTY �0. MANSARD T.O. MANSARD ROOF �/////�////////v/// //%/////i//////i/////////i/' ////' // ////. /i ////i///////////// /// //////////////i//////////////i/////////////////i i// r///////////////////✓///////////, ///�///, /////////////////' ,//�///�////////// //////////////�//i / //, ////////i ////////// 35'-0" 33'-0" ROOF 29'-0" SECOND LEVEL ADJACENT SITE ENTRY DRIVE AND PARKING //, ////Cl�iC//i/�i PROPERTY LINE 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 w CO Ian 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 401 & 405 ALBERTO WAY - ALBERTO WAY STREET ELEVATIONS AND SITE SECTION A3.01 PROJECT NO: 153948 1111 1111 4111 .11 it 1iifi:I. P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12016-0210-3rd PA Submitta11153948 A302.dwg - Feb 19, 2016, 9:55am - perotty : EST:WESTERN: :;2 TOiY;HQT++- RESTAURANT., 01/ V EXISTING GRADE SHOWN HATCHED SATELLITE HEALTHCARE COMMERCIAL BUILDING BEYOND LINE OF GRADE AT SATELLITE HEALTHCARE COMMERCIAL BUILDING F.F. Z1���. 11` ALBS WAY---- 401 ALBERTO WAY SITE ELEVATION SCALE: 1" = 20'-0" RESTAURRAN GVV�% Gi EXISTING GRADE SHOWN HATCHED SATELLITE HEALTHCARE COMMERCIAL BUILDING BEYOND 401 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 WAY ---- 401 & 405 ALBERTO WAY SITE ELEVATION SCALE: 1" = 20'-0" LOS GATOS SARATOGA ROAD / ///ice, EXISTING GRADE TOPOGRAPHY SHOWN DASHED /ii//i///ir/r/i//,///i//iii/,i/ri//:72' :i//ii//ii/ri//i,/ ///////ii//ir/// emirs/ii'isssis/r/iiiiiss ,/i ./i,.r.,/i,% EXISTING GRADE SHOWN HATCHED / / r !iz/L1/: am v- KAIWvr-1 M . i .n WAGINV�.f. rIVAII i�.wiriZ4r 4V7MVI W0VMMVAIIM.vri�iw�r��iZAIOZNrZuOMMIAM IWIIMI�iw�r uem *//e;/// i/'/'i/'/'iii�/'i/'�i��/ C zz !i11�iL:�L!ii1/ 1 338.84' ■ rlwivrrI:iwinIZZOOMOVAIIMIWiiWACiWZOW1LIII iwMILAIA ITAGAIMAI1...vriw�irAMMI. GY!:l_(.7'c*, r..,J.—.Il.9T IlNI/l/11ZdflMVl/W 4wIIIIAIZIAWJ/NVLCAVWArAW/VWA/N1/H, gr �'�,rry��,//11 401 & 405 ALBERTO WAY SITE SECTION SCALE: 1" = 20'-0" } LL_ 0 IY LL O O 0 1- 0 J41.J1 M Ic.:iv�iv_•r_.arrasi�uiriurri�iAVVZOK MMOVA0s07.4VMv�irrAu VAMMI IVAGNVORIOZO iL.vri�r0107ZA OVAL.�WaWZ�7..010YA.ROMAINZ.vriu1rVAD»IAVY14 .w : �i�'��i�, i,/'�%fir/%�'i%iir 38'-4" %����,/ �i,��r�,/ f�iiiii iifniiSi/iff,/if�,,5�� : �f��fS/ii f%�f, /11L.MWILIMIIMPIWALI,..MILAIWIL..NAM..2WILIMML..IW�.I.. /W..2.MMIIG.. WILOY2I/51.11%.1011 /!!, Ii, Si�fr/iS C.1tL,�zL zG..tL,GG,�/L..c/ /mot/�cG �cC,1tL,r11,�,tL.,IL.iL.t/Lc ,vrr..rv..: A•i.w.7.1 vl-c,.v,4, ia-7ccrsl9yllAAr�IA•lwrliiAl�ii/rAivllAl�i�IrAlv�i`vlillrZurr�i v�irr�irlliiAl�i�Ir�lvrZ�.v�iilrAivli�v�i� is///fs/iS�/is%f% i 0 EXISTING GRADE TOPOGRAPHY SHOWN DASHED EXISTING GRADE TOPOGRAPHY SHOWN DASHED isle% iLL�iLiLL:izz. 000 HIGHWAY 17 ON -RAMP HIGHWAY 17 ON -RAMP ADJACENT PROPERTY TRY DRIVE AND PARKING ADJACENT PROPERTY ENTRY DRIVE AND PARKING ,/% ��i �i00 70' 9" "0�,�i ��i� i�si�///%�is0050;/ CO LO +.TOWN:HOMES: GV N LAS CSITAS TOWN HOMES:: N 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: O ›- Ct o W c CCI 0 0 a �o Q O c O c � o < 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 401 & 405 ALBERTO WAY - SITE CONTEXT SECTIONS A3.02 PROJECT NO: 153948 3-STORY PUEBLO DE LOS GATOS TOWNHOUSE BEYOND M 338.69' F.F. ri2/iii/ii//i✓i EXISTING GRADE SHOWN HATCHED 405 ALBERTO WAY SITE ELEVATION SCALE: 1" = 20'-0" 338.46 F.F. 3-STORY PUEBLO DE. LOS GATOS TOWNHOUSE Vjji I EXISTING GRADE r SHOWN HATCHED 405 ALBERTO WAY SITE SECTION SCALE: 1" = 20'-0" P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12016-0210-3rd PA Submitta11153948 A303.dwg - Feb 19, 2016, 3:28pm - perotty eZit ALBERTO WAY RAISED PLANTERS, REFER TO LANDSCAPE PLANS ALBERTO WAY / / / / // // // i/'%,%i'01, 204' 0 Er) IF AMOY .n.. �ii v�.�.ri �.r'i.�7�Ylu�r� - - - — urn`rr�u�r� tv�iiMu•nffs�wsum�.vmdmu�ri�umumy i imuon`rr�uiriu�i vfA •zoo iuow.saFuor vz• rfA mromA�nts�r .251 ,/ ,i/ ,i///// f✓ ///,i//ii/ // 15'-0 // ///// rl��i, !��i /i/ ,i/,///i/i ,i/////i/i ,//f✓✓/,// ,//,///i✓i ,i/,///i// , //,// ,i/////i// ///,,//i// /,///iii ,i✓,///ii/ /i/////iii y��i // //✓ // //'/Y/✓ // /✓ /// / ;/✓ // 'rI2 �['iS//�i//�i//.i//�i//!i//•i//!�//✓,iY�i//!i//;//!i//�i//.;//!i//!i/. %i//!i//.!i/�i//�i///i/%�i/�i////•i//!i//!i//.i//�i//!i//,i//!/�iYJ ✓ / /✓j'%'j'%j'/jj/ f oojf//'//jjjjjjjj%jj%%jjN,/j%jj%/'/j/'% '/jj/'/,/j%///j/,/j///,/j%/jj/jj%/j !'y'i%/jj%/,/j/%/,/j/jj/% /✓�%j/j/j%% ss,,s,,/s;;fr/,s EXISTING GRADE TOPOGRAPHY SHOWN DASHED EXISTING GRADE TOPOGRAPHY SHOWN DASHED HIGHWAY 17 ON -RAMP HIGHWAY 17 ON -RAMP vogg 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: O o W c CCI O co a o_LO o_o Q� cOa eL co 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 405 ALBERTO WAY - SITE CONTEXT SECTIONS A3.03 PROJECT NO: 153948 • VIiF11f.7::LS 1ie, I• ' ITaiSiahi9uie•.,FTLiR7R11[fSiGiilyI➢LEI I • •• • •,; ` I 1• •7as • IiC:1TiST175i A VIEW FROM SOUTH EAST OF SITE SCALE: N.T.S. Ii' l.�nu Lmniiun If►,;„; REFERENCE SITE PLAN SCALE: 1" = 60'-0" EMEmEMEMMON mmmmmmmmmmm ==EMMMMMMEN ==EMMMMMMEN Iii.'.iiiiii r 1 NORTH VIEW FROM SOUTH EAST OF SITE SCALE: N.T.S. VIEW FROM NORTH EAST OF SITE AT 5 YEARS TREE 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 W 02$ J 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 EXTERIOR RENDERINGS A3.31 PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application 12016-0210-3rd PA Submitta11153948-A332.dwg - Feb 19, 2016, 9:58am - 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 SHADOW STUDIES A3.32 PROJECT NO: 153948 • VI e •,: 1ie, I • ' 1,TY uze•r, mm•mrc mV i • II•••Ryn• •Lsllkkkl<• •7asLiliC?f[I1�I; s i HIGHWAY 17 ON -RAMP SARATOGA LOS GATOS ROAD REFERENCE SITE PLAN SCALE: 1" = 60'-0" LOS GATOS LODGE LOS GATOS LODGE MEMMEMMEMNI ■■■■■■■■■■■ IMMIll IMEMMi vig NORTH FUTURE 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 SITE CONTEXT PHOTOS A3.33 PROJECT NO: 153948 4.7 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12016-0210-3rd PA Submitta11153948 AA211.dwg - Feb 19, 2016, 10:02am - perotty 0 c9 zvp c) 174'-1" / 20'-1 " 30'-0" 32'-0" 32'-0" 30'-0" 30'-0" / / / / / / / / 4'-1„ 6'-0„ 3'-6„ 6'-0" 3'-6" 10'-1„ 10'-0" 3'-5„ JAN. CLOSE UP STAIR 1p_0„ ELEV. LOBBY 101 401 ALBERTO WAY - FIRST FLOOR PLAN SCALE: 3/32" = 1'-0" 3 -6„ 10,0„ WOMEN'S TLT. 104 kV IV MEN'S TLT. 106 �l+ n Qn LOBBY 100 10'-0" SHOWER & — LOCKER ROOM-- 105 SHOWERt- OCKER ROOM-- 107 11 10:n„ g'-0 3;6„ 3, 6„ 10;0„ 36„ 25-0" `0„ 3:6„ OFFICE 109 10:n„ 3, 6" 3'-6" 25'-0" KEY NOTES STAIR 25'-0„ 3, 6„ I I A I 1 I 1 \1 1 I 1 I 1 I I 3'-6„ n NORTH NOT ALL KEYNOTES MAY APPLY 0 0 0 0 0 0 0 0 0 10 11 12 EXTERIOR GLAZING SYSTEM; SEE BUILDING ELEVATIONS FOR DETAILED DESCRIPTION STONE TILE AND EXTERIOR SHEATHING OVER METAL STUD FRAME STRUCTURAL STEEL COLUMN ENTRY DOORS EDGE OF BALCONY AND WROUGHT IRON GUARDRAIL MECHANICAL SHAFT LINE OF MANSARD ROOF ABOVE LINE OF RAISED CEILING ABOVE FIRE RISER ROOF ACCESS LADDER ROOF DRAIN AND OVERFLOW DISCHARGE TO LANDSCAPE AREA AT GROUND FLOOR FOR STORM WATER FILTRATION METAL CANOPY 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 w CO Ian 023 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 401 ALBERTO WAY - FIRST FLOOR PLAN A2.11a PROJECT NO: 153948 0. P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12016-0210-3rd PA Submitta11153948 AA212.dwg - Feb 19, 2016, 10:02am - perotty 0.9 3.9 N N 9 co CO 9 9 0 L? M 9 co 9 co 0 N 9 N — — 174'-1" T / 20'-1 " 30'-0" 32'-0" 32'-0" 30'-0" 30'-0" / / / / / / / 2'-11" 6'-0„ 0 0 • 3'-6" 10'-0" L 10'-0„ DN STAIR 1p,0„ ELEV. LOBBY 401 ALBERTO WAY - SECOND FLOOR PLAN SCALE: 3/32" = 1'-0" EL CTRL. OOM 10'-0„ WOMEN'S TLT. MEN'S TLT. A3.01 a 10;0„ 10:n„ 3:6„ OFFICE 0:0„ 3:6„ KEY NOTES 3'-6„ 70;0„ -' M NORTH NOT ALL KEYNOTES MAY APPLY 0 0 0 0 0 0 0 0 0 10 11 12 EXTERIOR GLAZING SYSTEM; SEE BUILDING ELEVATIONS FOR DETAILED DESCRIPTION STONE TILE AND EXTERIOR SHEATHING OVER METAL STUD FRAME STRUCTURAL STEEL COLUMN ENTRY DOORS EDGE OF BALCONY AND WROUGHT IRON GUARDRAIL MECHANICAL SHAFT LINE OF MANSARD ROOF ABOVE LINE OF RAISED CEILING ABOVE FIRE RISER ROOF ACCESS LADDER ROOF DRAIN AND OVERFLOW DISCHARGE TO LANDSCAPE AREA AT GROUND FLOOR FOR STORM WATER FILTRATION METAL CANOPY 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 w m 023 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 401 ALBERTO WAY - SECOND FLOOR PLAN A2.12a PROJECT NO: 153948 _ — 174'-1" _ 20'-1 " 30'-0" 32'-0" 32'-0" 30'-0" 30'-0" / / T.O. MANSARD 401 ALBERTO WAY - ROOF PLAN SCALE: 3/32" = 1'-0" P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12016-0210-3rd PA Submitta11153948-AA231.dwg - Feb 19, 2016, 10:03am - perotty 1 1 1 1 1 1 IAi1giL „A L*ta,aI*okow rkA !: h#01111 1w11 00110300001010004001 ►�� il0i1410100040401100titttfit►�0!r: K1, � 1�1�+�1 l 1 ^I ® 1 � A 1..-0-0-44, AlA JA1, K1 AIAI11 1111�11A1►i1,1, 1►l�� 1 111�i�11^ �ni Air'��n��1�1�1� A AIAIl1 �1�1A1�1�I��A ., ly1 AA��"1 If�1�1�1� �111►1 �1 a1�1+�11� ���11i 11. ������ I� Itstoti.11`1�i1►1 1►i�+1 i it I;i►;1':I:; tiliil,i1�a es����1�1�+ 1 lii►►+1►+►1�11►+I� irit1 11!1�i! ji�1►1/►11►1�1�1�1�1�1, �I►i1►11►iN 1 1 l►i�►li►i�+�1� 1��ra�A�►v^' ��1�1�1� 1�1►1� i � r��i�1 �1�1�>tii�►l�i�l�illii�iNl►i�i�i+�11 �l�il+i�� j�11��1►1+��*i1►�i�����►i1►i�,�, I►i�ll►ihi�11ii1�1 , �►+�►�h _ 44A�i 1 *i►IAAtitlhid► ,111��jl'1111iiti atstaa.� gellig ��1►�*i1i +1►+_ �. �!Ai 11�111, P1$i�1��II�1...•• • NORTH KEY NOTES NOT ALL KEYNOTES MAY APPLY SLOPED MANSARD ROOF WITH SPANISH TILE SINGLE PLY ADHERED MEMBRANE ROOFING SYSTEM ROOF DRAINS AND OVERFLOW DRAINS DISCHARGE TO RAISED PLANTER AT GROUND FLOOR FOR STORM WATER FILTRATION RIGID INSULATION TAPERED CRICKET NOT USED EDGE OF BALCONY AT SECOND LEVEL MECHANICAL DUCT DOG HOUSE ROOF TOP UNITS ON WOOD PLATFORM ROOF ACCESS LADDER HATCH 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 05.15.15 07.23.15 10.05.15 02.05.16 02.19.16 DESCRIPTION PRELIM PLANNING SUBMITTAL PLANNING SUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL PLANNING RESUBMITTAL 401 ALBERTO WAY - ROOF PLAN A2.31a PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12016-0210-3rd PA Submitta11153948-AA301.dwg - Feb 19, 2016, 10:03am - perotty 39'-5" T.O. ENTRY FEATURE 35'-0" T.O. MANSARD 29'-0" T.O. ROOF 4 14'-6" SECOND LEVEL " (339') V GROUND LEVEL • a 0 0 • .-411040, 0110011140101 0010011.04 401001101101 1111111111111111111111111 'I 111111 111111II 1111111 olisk 0111414 u 401 ALBERTO WAY - NORTH ELEVATION SCALE: 3/32" = 1'-0" T.O. ENTRY FEATURE 35'-0" T.O. MANSARD . 29 -0" T.O. ROOF 14'-6" SECOND LEVEL 0'-0" (339') GROUND LEVEL T.O. MANSARD 4 29'-0" T.O. ROOF 4 14'-6" SECOND LEVEL .0-0" (339') GROUND LEVEL 35'-0" T.O. MANSARD 33'-0" T.O. MANSARD 29'-0" T.O. ROOF 14'-6" SECOND LEVEL 0'-0" (339') GROUND LEVEL 0 0 401 ALBERTO WAY - EAST ELEVATION SCALE: 3/32" =1'-0" 0 MI 0 14 t IIIIYIIIII11111111111111111IIIIII IIYIIIIIII IIIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIIIIIII 1111111111111 IIIIIIIIIIIIII IIIIIIIIIIIIII IIIII 0 44444[ --- IN 14 401 ALBERTO WAY - SOUTH ELEVATION SCALE: 3/32" = 1'-0" .• 1 0 0 444 EILM FI31 I li 401 ALB ERTO ALBERTO WAY - WEST ELEVATION SCALE: 3/32" = 1'-0" KEY NOTES NOT ALL KEYNOTES MAY APPLY O 0 O 0 0 O 0 O O 10 CLAY TILE MANSARD ROOF STUCCO WROUGHT IRON GUARD RAIL STONE TILE 1" INSULATED LOW E GLAZING SYSTEM WITH CLEAR GLASS IN BRONZE ANODIZED FRAMES WITH EXPRESSED MULLIONS 1" INSULATED LOW E GLAZING SYSTEM WITH CLEAR GLASS WITH BUTT GLAZED MULLIONS FRAMELESS DOOR/ENTRY WALL MOUNTED SCONCE; SEE 4/A1.02 FOR SPECIFICATION METAL CANOPY LINE OF EXISTING GRADE SHOWN DASHED 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 401 ALBERTO WAY - EXTERIOR ELEVATIONS A3.Ola PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12016-0210-3rd PA Submitta11153948-AA311.dwg - Feb 19, 2016, 10:03am - perotty IIIIIIIIIIIIIII IIIIIIIIIIIIIII ■-------------I ----------- ==� -������ m� mmrnm____I _r_____ �_I_____�______ __I NI ._. • __I = __I • __I • 401 ALBERTO WAY - NORTH ELEVATION SCALE: 3/32" =1'-0" 401 ALBERTO WAY - EAST ELEVATION SCALE: 3/32" = 1-0" 1 ram, J-- ... .„. - . p ... I ... -� I� .. ____..ii��■■■. r====��� 1 mI-r � - 11 ui• i uIII `I — - MITA mimmi =mi _uI mI ■mi =m wr■_I =_ __MIMES iiil AA1IAAAIIAAA I I I I I I I I I I I I I I I 1 1 1 I I I I I I 1 1 1 I 1 I I I I I1 1 1 11 1 1 11111 1 11 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I lir I'It 2„"t"t2'itt2:•tit2z.2;t2zAzt2:22it22:28.22:�i2t2;ittt2�.2:t2:; 21 .2ti2z',tataz.tt2:.ttit;:2222..�.ttazasti2,tt;t2::tt' ♦A.♦ A\ ♦ A AAA. A♦♦. r.♦ ♦_♦ A♦A !Oka %%%% ♦ ! ]�_♦ A. NA. �♦♦AO 1.'+A 4♦ A♦♦ \ AI A♦ ♦♦ AA A\A� \♦ • 401 ALBERTO WAY - SOUTH ELEVATION SCALE: 3/32" = 1-0" 401 ALBERTO WAY - WEST ELEVATION SCALE: 3/32" = 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 401 ALBERTO WAY - RENDERED EXTERIOR ELEVATIONS A3.11a PROJECT NO: 153948 B No CU P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12016-0210-3rd PA Submitta11153948 AB211.dwg - Feb 19, 2016, 10:04am - perotty 9 M 9 M 9 9 9 Co 9 9 9 9 9 Zr) STAIR 3'-6" 1 6'-0" 1 3'-6" 3'-6" 3'-6" 3-6" 3'-6" 1 U-0" 1 U-0" 5'-8" 1 U-0" 1 U-0" 1 U-0" 10'-0" 3'-6" 10'-0" 10'-0" 405 ALBERTO WAY - FIRST FLOOR PLAN SCALE: 3/32" = 1'-0" OFFICE 109 10'-0" SHOWER LOCKER ROO H 199'-0" MEN'S T _T. '701 WOMEN'S TLT. STAIR ELEV. LOBBY 101 LOBBY ACF /JAN. CLOSET 30'-0" 12'-0" 6'-0„ 3'-6„ KEY NOTES NORTH NOT ALL KEYNOTES MAY APPLY OEXTERIOR GLAZING SYSTEM; SEE BUILDING ELEVATIONS FOR DETAILED DESCRIPTION OSTONE TILE AND EXTERIOR SHEATHING OVER METAL STUD FRAME OSTRUCTURAL STEEL COLUMN OENTRY DOORS OEDGE OF BALCONY AND WROUGHT IRON GUARDRAIL OMECHANICAL SHAFT OLINE OF MANSARD ROOF ABOVE OLINE OF RAISED CEILING ABOVE OFIRE RISER 0 ROOF ACCESS LADDER 0 ROOF DRAIN AND OVERFLOW DISCHARGE TO LANDSCAPE AREA AT GROUND FLOOR FOR STORM WATER FILTRATION 0METAL CANOPY 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: O o W ›- c m co o o_LO Q Q Oa co e < 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 405 ALBERTO WAY - FIRST FLOOR PLAN A2.11b PROJECT NO: 153948 405 ALBERTO WAY - SECOND FLOOR PLAN SCALE: 3/32" = 1'-0" P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12016-0210-3rd PA Submitta11153948 AB212.dwg - Feb 19, 2016, 10:04am - perotty NORTH KEY NOTES NOT ALL KEYNOTES MAY APPLY OEXTERIOR GLAZING SYSTEM; SEE BUILDING ELEVATIONS FOR DETAILED DESCRIPTION OSTONE TILE AND EXTERIOR SHEATHING OVER METAL STUD FRAME OSTRUCTURAL STEEL COLUMN OENTRY DOORS OEDGE OF BALCONY AND WROUGHT IRON GUARDRAIL OMECHANICAL SHAFT OLINE OF MANSARD ROOF ABOVE OLINE OF RAISED CEILING ABOVE OFIRE RISER 0 ROOF ACCESS LADDER 0 ROOF DRAIN AND OVERFLOW DISCHARGE TO LANDSCAPE AREA AT GROUND FLOOR FOR STORM WATER FILTRATION 0METAL CANOPY 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: >- O o W c CCI O co a o_LO o_o Q� cOa eL co 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 405 ALBERTO WAY - SECOND FLOOR PLAN A2.12b PROJECT NO: 153948 io co P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application 12016-0210-3rd PA Submittal1153948-AB231.dwg - Feb 19, 2016, 10:04am - perotty 405 ALBERTO WAY - ROOF PLAN SCALE: 3/32" = 1'-0" 010111-11400041014 AkatitAMAIWITHAIWOOVIAL MiAitAAAANINIAANALAIL 199'-0" ./ likiirit terttir teteroir Witimailettri trttiti Steltil -= tee, KEY NOTES er) NORTH NOT ALL KEYNOTES MAY APPLY SLOPED MANSARD ROOF WITH SPANISH TILE SINGLE PLY ADHERED MEMBRANE ROOFING SYSTEM ROOF DRAINS AND OVERFLOW DRAINS DISCHARGE TO RAISED PLANTER AT GROUND FLOOR FOR STORM WATER FILTRATION RIGID INSULATION TAPERED CRICKET NOT USED EDGE OF BALCONY AT LOWER LEVELS MECHANICAL DUCT DOG HOUSE ROOF TOP UNITS ON WOOD PLATFORM ROOF ACCESS LADDER HATCH 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 1 o o CCIIIIIIIIIIIIIIIIIJ U Q Q 1.0 Q Q "E 045 Ca � 0_ 0 < I. 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 405 ALBERTO WAY - ROOF PLAN A2.31 b PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12016-0210-3rd PA Submitta11153948 AB301.dwg - Feb 19, 2016, 10:05am - perotty -J T.O. ENTRY FEATURE 35'-0" T.O. MANSARD 33'-0" T.O. MANSARD 29'-0" T.O. ROOF 14'-6" SECOND LEVEL 0'-0" (338') GROUND LEVEL 12'-0" (325.8') LEVEL P1 O s 0 I III 1111 I111d11111111I111, III111111111111111 hl11111111II 1111111III IIIIIIIIIII 11111111111111111111111111111111111111111111 1111111111111111111111 I111111111111111.111 405 ALBERTO WAY - EAST ELEVATION SCALE: 3/32" = 1'-0" 39'-5" T.O. ENTRY FEATURE 35'-0" T.O. MANSARD 33'-0" T.O. MANSARD 29'-0" T.O. ROOF 14'-6" SECOND LEVEL GROUND LEVEL 35'-0" T.O. MANSARD 33'-0" T.O. MANSARD 29'-0" T.O. ROOF 14'-6" SECOND LEVEL 0'-0" (338') GROUND LEVEL 1 0 1111 1�- �11I-1 1141; 4411144 010001;414.111411011 1 _ 1 I1001 1 1 ,1 rat 1111I IIII111111111111111111II!IIIIIII11I11111 a --- li i 1 I IIII I IIIIII I IIIIIII IIIIIIIII IIIIIl1111. I Km IIIIIIIIIIIIIIIIIIIIII 1111111111IIIIIHI1III iiHIIIII1111111 LLLLLI_,-._I_..l - .-_-.-- ----- _._11WWIIW WIIIW111 WL.IL !mmHg. --, _ ._ _._ 405 ALBERTO WAY - NORTH ELEVATION SCALE: 3/32" =1'-0" 0001010100010111010110001414010101 III11111111I111 1,1111111111I gn1j11111111111.111111 IJ 11111_1111 III 11111 I' I I II � 1 I I �.I � ,. r:'.�. 111111n1I11 I111Iii11111n IIIliilimmi IIII11J[11p,nnnlllniilmllliiiii innlnl mll,imllllllll Il�E l� IIIL WIWIIIIW WII'IWWI I luui i iiiiWWI111I11 M 405 ALBERTO WAY - WEST ELEVATION SCALE: 3/32" = 1'-0" 39'-5" T.O. ENTRY FEATURE 35'-0" T.O. MANSARD 33'-0" T.O. MANSARD 29'-0" T.O. ROOF 14'-6" SECOND LEVEL 0'-0" (338') GROUND LEVEL 41, 4,4 n J s h d"'n 6-h ti I IIIIIIIIIIIIIII IIIIIIIIIIIIII1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111 II 405 ALBERTO WAY - SOUTH ELEVATION SCALE: 3/32" = 1'-0" KEY NOTES NOT ALL KEYNOTES MAY APPLY O O O O O CLAY TILE MANSARD ROOF STUCCO WROUGHT IRON GUARD RAIL STONE TILE 1" INSULATED LOW E GLAZING SYSTEM WITH CLEAR GLASS IN BRONZE ANODIZED FRAMES WITH EXPRESSED MULLIONS 1" INSULATED LOW E GLAZING SYSTEM WITH CLEAR GLASS WITH BUTT GLAZED MULLIONS FRAMELESS DOOR/ENTRY WALL MOUNTED SCONCE; SEE 4/A1.02 FOR SPECIFICATION METAL CANOPY LINE OF EXISTING GRADE SHOWN DASHED 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: O o W c CCI O co a Q LO Q Q Oa eL co 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 405 ALBERTO WAY - EXTERIOR ELEVATIONS A3.01 b PROJECT NO: 153948 ':12015 Jobs1153948 401-409 Alberto Wa 101-Plannin. A..Iication12016-0210-3rd PA Submitta11153948-AB311.dw. - Feb 1 •, 2016, 10:05am - .croft, IIIII'1 011l!11!1l1RIIId1111�11r�1111f `I ► dlllll IIII IIIIIIIIIIIIhf !1!! Elwin!!! III! IIIIIIIIIIIIII""r°""' l� �� IIIIII II __. -mmumummt r II_ � Fil ■MI=mblEME117m1 I1 m I- _._m m mi Imp M■ mi =r -I MEE ',MI ! I■ IIIIIIIII III 11011111111 IIIIIIIIIIII IIIII UP 911!111111! 111111111 IIIIII II IIIII �I IIL'1177I ============== mommummommEmmommommumumml Aln r�;r�._■ I]F] A ZI 1 __I■ u■ . ■� =1 '1 mm'• : .■ ■ 1 ■ mm■■ 1■ i 1 Ii ��■� ■ •i• NMI ��iIiii 405 ALBERTO WAY - EAST ELEVATION SCALE: 3/32" =1'-0" IIIIII (IIIIIIIIIIII 111 I I III III I III III 1 1 1 1 1 111111 I IIIIIIIIIIIIIII 1II111111 11111I 1t1m IIIIIIIIIIIIII 11111111111 !!!!!1!!i■!I nor mum!" 111111111 111111 II, IIII:11111111111111 I!!!l1111P (IIIIII 405 ALBERTO WAY - NORTH ELEVATION SCALE: 3/32" = 1'-0" • • • 2 •: •• 2 ♦ t 2 • 2 ET.♦♦• ♦••^•• ••• •+• • • ••♦••A ♦••♦w •:••••i • •• • •• - • a IIIIIIIIII 'O 405 ALBERTO WAY - WEST ELEVATION SCALE: 3/32" = 1'-0" 405 ALBERTO WAY - SOUTH ELEVATION SCALE: 3/32" = 1'-0" 22• 22.2 2:22• 222- 2;:22;2. •2•2 •• 2•2 • • • ..._ ... '. A l . - ,. it . .. . . .—. .'�. . oft,- • ^,•,'1 •4. -___ 1 ■ ■�I .iM=IM .■ 1 III■ ■=M - ■==M Al M ==I ■MI=■i `w �1� (IIIIII IM=1 ■iEN�= w! ■_■ ■=• — ■==•11 ==I 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 405 ALBERTO WAY — RENDERED EXTERIOR ELEVATIONS A3.11b PROJECT NO: 153948 P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12016-0210-3rd PA Submitta11153948 AP211.dwg - Feb 19, 2016, 10:06am - perotty KEY NOTES NOT ALL KEYNOTES MAY APPLY O O O 0 0 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 ELECTRICAL TRANSFORMER. TRANSFORMER ENCLOSURE TO BE ACCESSIBLE FROM VAULT DOOR ABOVE; SEE 1/A1.01 FOR VAULT DOOR LOCATIONS STALLS RESERVED FOR CAV/LEV/FEV PARKING // // // // // // / // / // / // / // / // / // / // / // / // / rI` // / // / // / // / // // // /// // // / �Q- // // / /I/ / / II I II I // / // / // / // / // / 11 I /1 I /I 1 11 I II I II I II I I/ I II I 11 / 11 1 II 1 II 1 11 1 II 1 II 1 II 1 ll 1 ll 1 /I 1 // 1 Il 11 1 II 1 II 1 II 1 11 1 II I II II I II 11 \ \\ \ \\ \ \\ \ \\ 0 / / / / / / / 0 i. 0 0 M 4' 2'-0" 0 r 0 co 9 co ALBERTO WAY PARKING LEVEL -1 SCALE: 1" = 20'-0" C5D 0 346'-0" 12 16'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" / 30'-0" / 16'-0" 25'-6" 23 U DAMP :MIE1 ("ram 18'-0" 3' 6" 1U P- ar,..trmil MEd o�l.��,� t� IIIIII �� 6r0�7G t1�51G1��o�J � �,,� FII}1 lit] M1lr,, TYP. DEDIEVEI 7.EM p is EI L,a , /AFIF I AI* Ettfll iM MUMMA \=Er/A-ea DMWEIVE TYP. 9 9 N 9 (9 _ 0 N Mr;, 'M�;-�771-7 r1hlE ice_ ® lay(/_ T liUS9 f/r;i P-1 LEVEL 326' ABE \a � fI iG, 16 U A� A1.02 /// fn� 3 A TYP. I \\\\ lQ H ELEV LOBBY 401 ALBERTO WPIY a E, Far 11 0 N 7 —t t8 RAMP m (5.25% MARL 14 U III b 4 DOWN rEN/ELM f LEI/ FM, P G,rlG NIEE PA [ IN2 0 N 9 Z.o // I/ /1 - _ II -_II_ _ _ _ _ N AV1Lr/ \!I E:IFEF INO tEEMM r cm/ L 7'/ REV PARKIN I PE/I PAnmGG REV _ TYP. // // // // // // II _— 11 -CI V'LLLEV/ FM' PAE V[ I __ am., LL`,V/ W �l;\9, LEI/ E 9 EMEKttJ(ri FEF9 PARKVR1c >,1@ r LEI/ FEE PANKofr/rg r.,�Eo;Q1EIN Gee E 25'-6'� in\ P- 1i UP ELEV. .LOBBY 405 ALBERTO WAY 16'-0" P RAMP DN. �f ELEC. ROOM f— TTf—T 1 1 1 I I• II / J 24'.on UP TYP. M / I / 1 / can 1 / rat/ ea! 1 rr / / NORTH 4 / rr 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 w m oo 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 PARKING LEVEL -1 AP2.11 PROJECT NO: 153948 KEY NOTES NOT ALL KEYNOTES MAY APPLY P:12015 Jobs1153948 401-409 Alberto Way101-Planning Application12016-0210-3rd PA Submitta11153948-AP212.dwg - Feb 19, 2016, 10:06am - perotty O O O n 0 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 ELECTRICAL TRANSFORMER. TRANSFORMER ENCLOSURE TO BE ACCESSIBLE FROM VAULT DOOR ABOVE; SEE 1/A1.01 FOR VAULT DOOR LOCATIONS STALLS RESERVED FOR CAV/LEV/FEV PARKING / / PARKING LEVEL -2 SCALE: 1" = 20'-0" / 2'-0" 0 M y 9 O CO O M 0 M 0 CO C L(> 346'-0" 16'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 16'-0" 4r 25'-6" • <=1 25 U 9 — 26 U 1, NM TYP. 0 N 9 9 �i- N N P-2 LEVEL 317' UP ELEV. LOBBY 401 ALBERTO W 1111111111111 TYP. 1:18 RAMP (5.25% MAX) 9 <o 9 d- N 9 9 9 9 CN N 9 <o 1 i 2'-0" 16'-0" m MIMEO UP n ELEV. LOBBY 405 ' f ALBERTO �� IF WAY ',, °TYP. L r; TYP. fg. NORTH / 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 1 O 0 CCIIIIIIIIIIIIIIIIIJ U Q 0 E 045 < I. 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 PARKING LEVEL -2 AP2.12 PROJECT NO: 153948 Raised synthetic lawn area with steps on each side - creates informal separation between amenity spaces Focal shade trees with up-ligthing Clusters of patio seating under the roof cover - cushion chairs and tables Linear fire pit in front of screen/buffer wall - tile veneer and movable cushion seating Evergreen hedge to provide buffer to the adjacent roadways Small accent shade trees Grasses and groundcover in raised planters to provide storm water filtration - over garage structure Existing street frontage trees to remain - upgrade shrubs and groundcover Layers of drought tolerant shrubs and groundcover and screen trees co / 0 Clear Vision Triangle - plants to be less than 36" in height with trees pruned above 7'-0" typ. Layers of shrubs, grasses, and groundcover to to create a tapestry of form color and texture along the street frontage Large specimen shade trees to reinforce the architectural character Red Maple - Autumn Blaze Z:\cadfile\cadfiles\Projects_15115-17261AIberto Way\Drawing Files\Plans\Preliminary\Schematic1726r6.dwg - Feb 19, 2016, 11:00am - tyler Go 0 / 0 Clear Vision Triangle = pfa •=_a... less than 36" in height with trees _jjjdaverO',tYp. Large street/shade trees in the parkway strip between the sidewalk and street Wall at the rear of the property with elements on the wall to create a 'white noise' - Artistic treatment 1 •• N•w Ir I■■■■■Cill.'.!! Planter wall built-in seating and movable tables and chairs Taller portion of wall - 36" - 42" high - to create separation between amenity spaces Continuous band that arches though the plaza spaces linking everything together - possible written text or images in the band Seat wall with raised planter around the architectural columns at the corner of the building Storm water filtration basins (bio-filters) Layers of planting with grasses and groundcover providing focus to the main entry of building 2 0 Raised planter wall to create separation with street frontage - planted with evergreen ornamental grasses Pedestrian sidewalk access i■■■■■f `" - o I■Li■■■■li' ,■■■■■■■■■rurnweinriumEL wslitarAtVlsr . I- `1■■■ki.a . Climilniti ;1' ■■'" 7#01i7pS ' 1 Storm water filtration basins (bio-filters) TV / multi -media on wall for entertainment and collaborative meetings Highway 17 Dense planting of clumping timber bamboo in raised planter with groundcover Long communal dining table - also collaborative space Planter wall built-in seating around the architectural columns at the corner of the building Precast concrete pavers on pedestals Dense planting of clumping timber bamboo in raised planter with groundcover Raised synthetic lawn area with steps on each side - creates informal separation between amenity spaces Continuous raised planter wall with wall light that aligns with the columns Clusters of patio seating under the roof cover - cushion chairs and tables Linear water wall with low fountain pool - Location of signage Layers of retaining walls with mixture of plant masses with a variety of leaf color, form, and texture Grasses and groundcover in raised planters to provide storm water filtration - over garage structure On - Ramp Layers of drought tolerant shrubs and groundcover and screen trees Existing masonry wall and Olives to remain Lower level garage with retaining wall and shrubs along the top Upright evergreen screen shrubs to buffer the edge of the building/garage Saratoga Laurel Low raised planter with formal layout of bunch grasses along the edge of the building Main building entry with enhanced paving Raised planter with groundcover and narrow upright accent tree Flowering Magnolia Retaining wall along descending driveway - vine covered with accent planting Storm water filtration - bio-filtration Evergreen screen trees Existing masonry wall and Olives to remain Formal paving leading to the front door of building 1 Formal semi -circular planting of narrow up -right conifers in containers to reinforce driveway circle and formalize entry to buildings Tall wall to separate from garage driveway - cascading water wall on entry side Evergreen vine covered wall to screen trash and focus views to building entry Clear Vision Triangle - plants to be less than 36" in height with trees pruned above 7'-0" typ. Below grade transformers to be' — screened with plantings Largpecimen shade trees with simple palette of shrubs a groundcover beneat Layers of shrubs, grasses, and groundcover to to create a tapestry of form color and texture along the street frontage Trees as shown on this exhibit represent growth approximately 5-7 years after installation NORTH Scale: 1" = 20'-O" 0' 10' 20' 40' Scale: 1' = 20'-0' February 19, 2016 15-1726 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. 2016 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 5-15-15 PRELIM PLANNING SUBMITTAL 7-23-15 PLAN N I NG_SU BM I TTAL 10-05-15 PLANNING_RESUBMITTAL 2-5-16 PLANNING_RESUBMITTAL 2-19-16 PLANNING_RESUBMITTAL PRELIMINARY LANDSCAPE PLAN L0.1 Project No: 15-1726 Z:\cadfile\cadfiles\Projects_15115-17261AIberto Way\Drawing Files\Plans\Preliminary\Schematic1726r6.dwg - Feb 19, 2016, 11:01am - tyler 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 Concrete retaining wall - See civil engineer's plans =1 Lill I=1 I I New native and naturalized shrubs along the edge of the new retaining wall Section 'S1' Existing trees to remain 1=111=111=111=111=III=11I 11=11 _ -111III111=111=111=111=III=III=111-III-I I 1-11-111=111=11 " =1 11 I111=11 I-111=111=111R l I=111E111=111-1 I I-111=1 =1=1T= � =11=11= a=1 � 1= � =1 � 1= � 1= 11 1TIITITI-ITI-ITI _II i 1=1I1=1I1=1I 111- III II11=1 III= Scale: 3/16" = I'-O" Street trees - October Glory maple Low accent plants New concrete sidewalk Parkway strip with low groundcover Curb and gutter - See civil engineer's plans Root barriers at street trees Plaster veneer accent wall with precast cap - same finishes as building Section 'S2' Scale: 3/16" = I'-O" Plaster veneer raised planter wall with precast cap (beyond) Colored concrete or precast paver entry plaza paving Garage water -proofing and drainage mat Concrete garage shell Section 'S4' Raised planter with accent shrubs and focal tree Tile veneer on entry plaza side of wall - See Section 'B', sheet L0.2a Scuppers with water cascading into low fountain pool Fountain at the main entry plaza for Building 405 ✓ . Existing swale to remain Evergreen screen trees along the face of the building (beyond) Saratoga Bay Laurel Large evergreen informal hedge to screen the building from the street - Laurel hedge Storm -water filtration planter per the civil engineer's plan - grasses and approved filtration species Exterior wall of building - See the architectural plans Garage water -proofing and drainage mat Concrete garage shell Storm -water filtration planter per the civil engineer's plan - grasses and approved filtration species Concrete retaining wall with stucco veneer and precast to match architecture Concrete wall between ramp and entry plaza - Plaster veneer on ramp side with continuous evergreen vines Planter between ramp and wall with accent plantings Concrete driveway ramp into the garage with curbs on each side 1_ -111111111=T‘' . �' n. ;a . , • 6 :••h _ ' - `> Y; . ` a, a. : ' • o • 111111E111E111-11 7 =m_T11—f l—m—ITT=1 n—III—III—Tt=1�J T1�lTTiTT-71=TI`I I —I I—i I—III 1-111-' =1 I I- I —III —III III=1 I I=1III 1=1 -III-III-III-I 1=1 I -III -III -III -III -III —III 1=III=1 I -I '' —III-111- I I —III —III III III III III III —III— —�r— I II- 11 = I I1 1I— Existing trees and shrubs/ groundcover within the Right -of -Way to remain to the greatest extent possible Saratoga Bay Laurel October Glory Maple �'a�i3:�.� �y��'��� �. ; �?`. ; Vie'• a��� 3'�`�m-�, j�3�;���`�ti3 � �� `• =III=iII- 1mmInl�ill -�1iiirr„ii1iT1111�=• -,11IIIIII�;IIIIIImIIIIll=1lliI llil11111II 111=-11 III1I11111111=1111 ,-11111;1I1 11=11 III=� 11-III= III- 1E1 Tubular steel picket fence/guardrail Evergreen screen trees along the face of the building Existing chain link fence along the R.O.W. to remain Native -style shrubs and groundcover on the R.O.W. frontage of the building Exterior wall of building - See the architectural plans 1=III=1 11=111= 111=1h 11 111E111E111=11 'III -III -III-III=IIIIII= I_I I_111-111-111111-111-I 111 i 11=111E111E111111E1111111 -111-111E111111-111-111-11 =III=III=11111H11=III =1 1-1 I III11I IEll 111I� -111E111E'' =1111 � II III Laurel hedge - 5' - 7' tall IV" o 'Q r' Scale: 3/16" = I'-O" Garage water -proofing and drainage mat Concrete garage shell Street trees - October Glory maple Trees to be maintained above 7' within the clear vision triangle - See sheet L0.3 New concrete sidewalk Parkway strip with low groundcover Curb and gutter - See civil engineer's plans Nothing above 36" within the clear vision triangle (except trees) Root barriers at street trees 111_111-1, I 11=1 I I -I 11=1 11=1 11=1 11=1 I 1 "11 111E • 11,,111=III Section 'S3' Existing conditions looking west from Alberto Way at Los Gatos Saratoga Road Existing landscape along the edge Los Gatos Saratoga Road Large sweeping masses of shrubs, groundcover, and grasses with a variety of color, form, and texture - screening Raised planter wall with plaster veneer and precast I cap to match the architecture Low accent plants cascading over the wall Scale: 3/16" = 1'-0" Existing Olive trees to remain Row of evergreen screen trees along the property line - Saratoga Bay Laurel Informal evergreen shrubs along the existing masonry wall - 6'-8' height Existing masonry wall along property line to remain Existing adjacent parcel parking north property line lot drive aisle and curb to remain Existing masonry wall along Existing Olives and masonry wall along north property line - to remain Existing landscape between project site and Los Gatos Saratoga Road :\7/'' \ \� �r\ yi l'-/ilS44.\\*,i'l:Ill:8/41:\TT`o` �i�i �\/� I�\ i I -III- 1-111-111=1161161-II1=1I1-1 I III-1 1=1 1=1 1-1 1=1 11=1 I 1 , 1=1 I I_I 1=1 I IF. I-111EII1=111-II1-111 II -I 1 III -III -III -I' III= :�III Raised planter wall with plaster veneer and precast cap to match the architecture O California Pepper Tree Garage water -proofing and drainage mat Concrete garage shell Grove of evergreen trees with interesting branch structure - California Pepper Trees Ornamental grasses in large group on raised mound to screen from street Low plants cascading over the top of the planter wall Raised planter wall with plaster veneer and precast cap to match the architecture Concrete curb with raised concrete paving between curb and wall Concrete paver parking lot Trees as shown on this exhibit represent growth approximately 5-7 years after installation Highway 17 On - Ram 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. 2016 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 5-15-15 PRELIM PLANNING SUBMITTAL 7-23-15 PLANNING SUBMITTAL 10-05-15 PLANNING_RESUBMITTAL 2-5-16 PLANNING_RESUBMITTAL 2-19-16 PLANNING_RESUBMITTAL SITE CROSS SECTIONS L0.2 Project No: 15-1726 Z:\cadfile\cadfiles\Projects_15115-17261AIberto Way\Drawing Files\Plans\Preliminary\Schematic1726r6.dwg - Feb 19, 2016, 11:03am - tyler Stucco veneer wall with precast cap Precast concrete step treads for 9" separation between patios 342.15 Special paving entry to Building 401 338.65 ' 337.90 • Section / Elevation 'A' Scale: 3/I6" = I'-O" Accent tile wall Flowering accent tree with interesting branch structure and up -lighting Evergreen vine covered wall to screen driveway Raised planter soil Exterior Building 405 wall Raised planter wall with precast cap - See detail on sheet L0.2b 338.00 Section / Elevation 'B' Scale: 3/I6" = I'-O" C Evergreen hedge Raised planter soil Small evergreen screen trees along side of Building 401 Raised stucco planter wall with precast cap - See detail on sheet L0.2b Evergreen vine covered wall to screen on -ramp D S4 - L0.2 D if Formal placement of precast planted containers with small flowering accent trees (Crape Myrtle) Stone veneer wall on each side of the cascading fountain wall Sloped sidewalk behind the fountain wall ��Lowerfountain pool recessed into podium deck Natural stone veneer around the perimeter of the fountain wall rn rk,40$M�11111f • � t iuu� •_ Yd1dRlSiK' Natural stone suppers with water cascading out of the wall 337.84 337.84 D.\ Lower fountain pool recessed into podium deck See Section 'S4' on sheet L0.2 342.15 4\_ wall with precast cap Continuous water weir with cascading water wall into lower fountain pool 340.65 -Tile veneer fountain Stucco veneer wall See 'Front Entry Cascading Water Feature' detail, this sheet Small flowering accent tree Accent grasses and groundcover Raised planter soil Raised stucco planter wall with precast cap - See detail on sheet L0.2b Driveway with concrete 337.50 i pavers Curved steps with precast treads Art Wall (Schematic) Evergreen vine covered wall to screen on -ramp Linear fire pit along screen wall with furniture Tile veneer screen wall with 'art' panels >.--See 'Fire Pi with Perimeter Wall' detail this sheet Section / Elevation 'C' Scale: 3/I6" = I'-O" Gas Fire Pit Insert Fire Pit (Schematic) Evergreen vine along the entire back of the perimeter wall Perimeter concrete wall Plaster veneer wall to match the architecture Rectangular metal 'art' panels set off of the tile wall for accent Horizontal tile veneer on the fire pit side of the wall Existing landscape planting on the R.O.W side of the wall to remain Precast containers in a variety of sizes with accent planting i I 11I 11 I 11-1 11=I -I M-III-III=' I -I (-I -I I I=11 I=I 1 I I-III=I 11=I 1 I III- 111=111=111=111=111E11 I=1 I I=I11EI11-r -111, �111-111=111=111="'— 1TI-11I-1I-I1' -111-111=1 i' Steel grate with loose stone over for the fire to emerge through Fire burners with gas supply 111E111E111 1 111-111-1 11=-111I =_111E1 111111111i T1=111=111' I-111-111 1 'III ' 11=1I1=III G 1=1I II1=1II—III. o II1 II—III-111 T1I111111111111111 ° -Illll1 111=1 _ ; e -111-11I; M=1TI=11 Scupper f Fire Pit with Perimeter Wall Scale: 1/2" = I'-O" $ Special paving entry to Building 405 Scupper waterfalls (schematic concept example) Scupper waterfalls (schematic concept example) 1 7 • scg —t tit-i- (1 t[ tl ro r lilt I71 t). tjalpttfll 1Iiv 1 ] ;1f 1f )i[iM� u S IF . 71 ",... �I CfYi Tile on Perimeter wall Precast concrete cap - smooth finish and squared edges Under -cap LED light fixture to down -light face of wall - See Lighting Plan Tile veneer face of wall Garage water -proofing and drainage mat Concrete garage shell Large Containers with small trees (color to be selected) Concrete raised fountain wall Chiseled granite (rough texture) stone veneer on each end of the fountain wall - granite to match or compliment the stone on the buildings (beyond) Colorful tile veneer on the fountain - portion of the wall Sloped colored concrete sidewalk behind fountain Compacted drain rock concrete sub -base Garage water -proofing and drainage mat Concrete garage shell Cascading water weir Fountain water supply line from fountain pump Cascading water weir (schematic example) Continuous long water weir along the entire face of the fountain with serrated edge Colored concrete paving at the main entry cantilevers the fountain Automatic fill and drain Compacted drain rock concrete sub -base Colorful tile veneer on the fountain bottom and sides Cascading water weir (schematic example) 1 Es psIII MIIIIIIII issmagi= di" 11— m— Colored tile at fountain wall and fountain sides and bottom Front Entry Cascading Water Feature Scale: 1/2" = I'-O" Formal row of upright evergreen screen / accent trees with up -lighting Layers of shrubs and flowering plants in front of the screen wall Property line Tile veneer screen wall with vine on the back of the wall (on -ramp side) Raised stucco planter wall with precast cap - See detail on sheet L0.2b Native grade - existing trees, shrubs, and groundcover to remain Raised platform with synthetic lawn i Fire Pit (Schematic) Fire Pit (Schematic) Precast concrete pavers set level Precast concrete pavers to be supported level with pedestals or pear gravel Fire Pit (Schematic) Fire Pit (Schematic) Synthetic Lawn Synthetic Lawn Trees as shown on this exhibit represent growth approximately 5-7 years after installation way-17 On - Ram 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. 2016 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 5-15-15 PRELIM PLANNING SUBMITTAL 7-23-15 PLANNING SUBMITTAL 10-05-15 PLANNING_RESUBMITTAL 2-5-16 PLANNING_RESUBMITTAL 2-19-16 PLANNING_RESUBMITTAL CROSS SECTIONS/ ELEVATIONS Project No: L0.2a 15-1726 Z:\cadfile\cadfiles\Projects_15115-17261AIberto Way\Drawing Files\Plans\Preliminary\Schematic1726r6.dwg - Feb 19, 2016, 11:04am - tyler Second floor overhang the plaza Exterior Building 401 wall Flow -through planter with drainage rock base, engineered soil, and reservoir Raised planter wall Second floor overhang the plaza Exterior Building 401 wall 342. /f„,(•:;11 Lj', 339.00 Section 'D' Drainage per civil engineer for flow -through planter A Zf 1111:L=11j1tl 1).� it - (U_'. } 1L �t_�l)1), ' 11,— h11n, • • Scale: 3/16" = I'-O" 14, 339.00 Evergreen hedge Tile veneer accent planter wall that follows the accent paving band Linear precast containers along face of wall Precast pavers over garage structure - See detail to the right Section 'F' Scale: 3/16" = I'-O" Rectangular containers along the Bldg. wall Cobble in -line with second level overhang Accent grasses and groundcover Raised planter soil Raised stucco planter wall with precast cap 341.50 Precast pavers over garage structure - See detail below Architectural column Accent grasses and groundcover Built in seating/planter wall with eased back and cushions - See schematic example below *Pm 1>lfwt•u�r wit Colored concrete accent paving band that sweeps through the plaza Built -In Seating and Fire Pit (schematic example) Site Furnishings - Permanent (mounted) 338.00 Precast pavers over garage structure - See detail to the right Movable patio furniture Portable fire pit (movable) 0 Continuous row of clumping bamboo - See schematic examples below and to the right Accent grasses and groundcover Raised planter soil Raised stucco planter wall with precast cap Exterior Building 405 wall t. T 340.50 r_ n Bamboo in the planter along the edge of Building 405 339.00 Second floor—/ overhang the plaza Exterior Building 401 wall Section 'E' Scale: 3/16" = I'-O" 338.00 Continuous row of clumping bamboo - See schematic examples below and to the upper right Accent grasses and groundcover Raised planter soil Raised stucco planter wall with precast cap Exterior Building 405 wall Architectural column Curved steps with precast treads 340.00 . .. i1�at�lit=to=1�' i-7t-1,, xll_ 31?,tlxli,�lq_91a,u?Ilai3t Continuous row of clumping bamboo Exterior Building 405 wall Accent grasses and groundcover Raised planter soil Raised stucco planter wall with precast cap Colored concrete accent paving —Raised platform with synthetic lawn band that sweeps through the plaza Precast pavers over garage structure - See detail below Precast concrete pavers (color to be selected to match arch) Paver pedestals Precast concrete pavers set level Precast concrete pavers to be supported level with pedestals or pear gravel Garage water -proofing and drainage mat Concrete garage shell Precast concrete cap - smooth finish and squared edges Under -cap LED light fixture to down -light face of wall - See Lighting Plan Steel trowel smooth plaster veneer to match architecture 1 Bamboo in the planter along the edge of Building 405 (Schematic example) Plaster veneer wall with cap /\ //,:, Lx_, 74 -- max-- r�� � '.•� r, , '. �, ,�.�! �-, -, 4,-- —.' %•� -- _ Jai �- r � r'• A Al DA Typical Planter Walls and Plaza Paving tir R it. 4, 4111116 r�Ii, :ter - Precast wall cap Plaster wall with cap Light weight planter soil mix Raised planter water -proofing, drainage mat, and protection Concrete planter wall and base set over the top of the water -proofing Scale: 3/4" = I'-O" Below are examples of site furnishings proposed for the public areas of the site in the parking area between Bldg. 401 and 405. Final location and quality will be determined - See Key Map to the right for intended locations. Bollard Bench and Trash Receptacle Bench Bike Rack Bike Rack co O V Trees as shown on this exhibit represent growth approximately 5-7 years after installation Highway-17 On - Ram Bollards along th edge of parkin 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. 2016 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 5-15-15 PRELIM PLANNING SUBMITTAL 7-23-15 PLANNING SUBMITTAL 10-05-15 PLANNING_RESUBMITTAL 2-5-16 PLANNING_RESUBMITTAL 2-19-16 PLANNINGRESUBMITTAL CROSS SECTIONS/ ELEVATIONS Project No: L0.2b 15-1726 Z:\cadfile\cadfiles\Projects_15115-17261AIberto Way\Drawing Files\Plans\Preliminary\Schematic1726r6.dwg - Feb 19, 2016,11:08am - tyler Precast concrete paver on pedestals or pea gravel Curved linear band with lettering (to be determined) Curved linear band with lettering (to be determined) Permeable concrete paver over pea gravel Separated natural gray concrete sidewalk Synthetic Lawn Synthetic Lawn 11I■■■■■■■■■■■ ■■■■■■■■■■■ 11111■■■■■■ b\■■■■■■■■■■ laPlimINMEN y1i■■■■ui i_\ .1■■■r i Colored concrete with 2-3 different colors and angled score joints - Sloped sidewalk Truncated Domes NORTH Scale: 1" = 30'-0" 0' 15' 50' 60' Scale:1' = 30'-0' February 19, 2016 15-1726 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. 2016 In Association with: LANDSCAPE ARCHITECTURE PLANNING 151 N. Norlin St. Sonora, CA 95370 (209)532-2856 (209)532-9510 fax 0 LL 0 ca 0 0 0 nco LOS GATOS, CA 95032 DATE 5-15-15 7-23-15 10-05-15 2-5-16 2-19-16 DESCRIPTION PRELIM_PLANNING_SUBMITTAL PLANNING_SUBMITTAL PLANNING_RESUBMITTAL PLANNING_RESUBMITTAL PLANNINGRESUBMITTAL PAVING MATERIALS Project No: L0.2c 15-1726 Landscape Lighting Legend Symbol Type e Low voltage underwater fountain up -light - FX LL-3LED-BS - 4.2 Watts Low voltage bullet up -light - FX NP-3LED-62 - 4.2 Watts Ak Low voltage low profile under -cap wall down light - FX LF-ILED-AL - 2.0 Watts oPedestrian scale 10' pole light - Landscape Forms Alcott fixture with LED lamp - 51.4 watts, 120 VAG. Z:\cadfile\cadfiles\Projects_15115-17261AIberto Way\Drawing Files\Plans\Preliminary\Schematic1726r6.dwg - Feb 19, 2016, 11:08am - tyler HIGHWAY 17 ON -RAMP Pole Lights Pole Lights NORTH Scale: I" = 20'-0" 0' 10' 20' 40' Scale: 1' = 20'-0' February 19, 2016 15-1726 111 ARC TEC ARCHITECTURAL TECHNOLOGIES www.arctecinc.com Arizona 2960 East Northern Avenue, Building C Phoenix, Arizona 85028 P 602.953.2355 F 602.953.2988 California 99 Almaden Boulevard, Suite 840 San Jose, California 95113 P 408.496.0676 F 408.496.1121 The "user(s)" in possession of this documentation acknowledge(s) that ARC TEC's and ARC TEC consultants' drawings, specifications, reports, electronic data and other documentation are instruments of service. ARC TEC and ARC TEC consultants shall be deemed the author and owner of such documentation. The "user(s)" in possession of this documentation shall not sue or authorize any other person to use ARC TEC's or ARC TEC consultants' instruments of service. Reuse without ARC TEC's written authorization will be at the user(s) sole risk and without liability to ARC TEC and ARC TEC's consultants. The user(s) possessing this documentation shall indemnify and hold harmless ARC TEC and ARC TEC's consultants and agents and employees from and against all claims, damages losses and expenses, including but not limited to attorneys' fees, arising out of unauthorized reuse of ARC TEC or ARC TEC's consultants instruments of service. Written dimensions on this drawing shall have precedence over any scaled dimension. DO NOT SCALE THIS DRAWING for accurate dimensions and notify ARC TEC of any discrepancies. © Copyright ARC TEC, Inc. 2016 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 5-15-15 PRELIM PLANNING SUBMITTAL 7-23-15 PLANNING SUBMITTAL 10-05-15 PLANNING_RESUBMITTAL 2-5-16 PLANNING_RESUBMITTAL 2-19-16 PLANNING_RESUBMITTAL PRELIMINARY LANDSCAPE LIGHTING Project No: L0.2d 15-1726 Z:\cadfile\cadfiles\Projects_15115-17261AIberto Way\Drawing Files\Plans\Preliminary\Schematic1726r6.dwg - Feb 19, 2016, 11:09am - tyler Q GAL KAR c�+ GEA YAN O GIS PUR JUN GON 0 JUN MED OLE L I T PIT VAR PRU ETN RHA EVE RHA BAL ROS WHI THU EME VINE/ESPALIER • FIG PUM • PAR TRI PLANT SCHEDULE TREES BOTANICAL NAME AGE AB Acer rubrum 'Autumn Blaze' ARB HYB Arbutus x 'Marina' BAM ALP Bambusa multiplex 'Alphonse Karr' LAG TUS Lagerstroemia x 'Tuscarora' LAU SAR Laurus nobilis 'Saratoga' MAO SOU Magnolia x soulangiana SCR MOL Schinus molle SHRUBS BOTANICAL NAME © BUX BEA Buxus microphylla japonica 'Green Beauty' Galamagrostis x acutiflora 'Karl Foerster' Geanothus griseus horizontalls 'Yankee Point' Gistus x purpureus Juniperus conferta Juniperus scopulorum 'Medora' Olea europaea 'Little 011ie' Pittosporum tobira 'Variegata' Prunus laurocerasus 'Etna' Rhamnus californica 'Eve Case' Rhaphiolepis indica 'Ballerina' Rosa x 'Flower Carpet White' Thuja occidentalis 'Emerald' BOTANICAL NAME Ficus pumila Parthenocissus tricuspidata Biofiltration planter with engineered soil and drainage per the Civil Engineer's plans - see sheet G6.0 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. COMMON NAME Autumn Blaze Red Maple Arbutus Standard Alphonse Karr Bamboo Crape Myrtle Coral Pink Sweet Bay Saucer Magnolia California Pepper COMMON NAME Green Beauty Boxwood Feather Reed Grass California Lilac Orchid Rockrose Shore Juniper Medora Juniper Little 011ie Olive Variegated Mock Orange Etna English Laurel California Goffeeberry Ballerina Indian Hawthorn Rose Emerald Arborvitae COMMON NAME Creeping Fig Japanese Creeper co Clear Vision Triangle - all shrubs to be less than 36" high and all trees to be pruned above 7'-0" GIS PUR 8 I gal GONT 36" box 24" box 24" box 24" box 24" box 36" box 36" box SIZE 5 gal 5 gal 5 gal 5 gal I gal 15 gal 5 gal 5 gal 15 gal 5 gal 5 gal 2 gal 15 gal SIZE I gal I gal QTY Water Use Size (HxD) 10 Low 40'x30' 3 Low 16 Low 18 Medium 22 Low Medium 5 Low Or( Water Use 87 Low I77 Low 63 Low 68 Low 215 Low Low 38 Low 32 Low 33 Medium 15 Low 134 Low 7a Medium 42 Low Orr Water Use 5 Medium 6 Medium 25'x25' 15'x5' 22'x 12' 25'x25' 20'x20' 30'x30' Size (HxD) 5'x5' 3'x3' 3'x8' 4'x4' 1'x7' 10'x2' 5'x5' 5'x6' 6'x6' 8'x8' 2'x4' 2'x3' 12'x4' PLANT SCHEDULE GROUND COVERS BOTANICAL NAME ARG UVA Arctostaphylos uva-ursi ARM MAR AST NIV BAG TIAll HEM MON JUN GM LIR MUS LOM BRE 5 JUN ED 15 gal Armeria maritima Astelia nivicola 'Red Gem' Baccharis pilularis 'Twin Peaks #2' Hemerocallis x 'Monie' Juniperus procumbens 'Green Mound' Liriope muscari Lomandra longifolia 'Breeze' 52 GAL KAR 5 gal 26 GIS PUR 5 gal 6 LAU SAR 24" box 5 RHA BAL 5 gal 1 LAU SAR 24" box Ici GAL KAR PRU ETN 20 5 gal LAU SAR 4 15 gal 24" box COMMON NAME Kinnikinnick Common Thrift Astelia Twin Peaks Coyote Brush Starburst Evergreen Daylily Green Mound Juniper Lily Turf Dwarf Mat Rush GONT SPAG I NG I gal 36" o.c. 4" pots 8" o.c. I gal 30" o.c. I gal 42" o.c. I gal 28" o.c. I gal 42" o.c. I gal 24" o.c. I gal 36" o.c. QTY Water Use 103 Low ci8ci Low 643 Medium 46 Low 88 Low 26 Low 286 Medium 43a Low Non -Living Sroundcover 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. HIGHWAY 17 ON -RAMP immENNEENERIVIt IIu.u.w r( ARM MAR 3S& 4" pots GAL KAR 10 5 gal BUX BEA 44 5 gal GAL KAR 5 5 gal BUX BEA Ici 5 gal LAS TUS 6 24" box RHA BAL 12 I Clear Vision Triangle - all shrubs I to be less than 36" high and all trees to be pruned above 7'-0" GAL KAR 44 5 gal ROS WHI Ici 2 gal JUN GON 34 I I GAL KAR 36 5 gal LAS TUS 6 24" box FIG PUM 5 I gal AST NIV 66 I gal 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. • GEA YAN 23 5 gal --,00100 110411.01 GIS PUR 18 5 gal THU EME 3ci 15 gal JUN GON 12 I gal // /l // l/ /l l/ // l/ Clear Vision Triangle - - — 7 all shrubs to be less — — J than 36" high and all trees to be pruned above 7'-0" 2 JUN MED 15 aal 32 PIT VA 5gal 5 LAU SAR 24" box 44 LOM BRE I gal 43 JUN GON NORTH Scale: I" = 20'-O" 0' 10' 20' 40' Scale:1' = 20'-0' February 19, 2016 15-1726 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. 2016 In Association with: 111 LANDSCAPE ARCHITECTURE PLANNING 151 N. Norlin St. Sonora, CA 95370 (209)532-2856 (209)532-9510 fax LOS GATOS, CA 95032 DATE DESCRIPTION 5-15-15 PRELIM_PLANNING_SUBMITTAL 7-23-15 PLAN N I NG_S U BM ITTAL 10-05-15 PLANNING_RESUBMITTAL 2-5-16 PLANNING_RESUBMITTAL 2-19-16 PLANNING_RESUBMITTAL PRELIMINARY LANDSCAPE PLAN L0.3 Project No: 15-1726 Z:\cadfile\cadfiles\Projects_15115-17261AIberto Way\Drawing Files\Plans\Preliminary\Schematic1726r5-L0.3a.dwg - Feb 19, 2016, 9:25am - tyler Trees ACE AB Acer rubrum 'Autumn Blaze' Autumn Blaze Red Maple BAM ALP Bambusa multiplex 'Alphonse Karr' Alphonse Karr Bamboo LAU SAR Laurus nobilis 'Saratoga' Sweet Bay SCH MOL Schinus molle California Pepper Vines ARB HYB Arbutus x 'Marina' Arbutus Standard LAG TUS Lagerstroemia x 'Tuscarora' Crape Myrtle Coral Pink MAG SOU Magnolia x soulangiana Saucer Magnolia • FIC PUM Ficus pumila Creeping Fig A PAR TRI Parthenocissus tricuspidata Boston Ivy Shrubs © BUX BEA Buxus microphylla japonica 'Green Beauty' Breen Beauty Boxwood CIS PUR Cistus x purpureus Orchid Rockrose OOLE LIT Olea europaea 'Little 011ie' Little 011ie Olive RHA EVE Rhamnus californica 'Eve Case' California Coffeeberry ROS WHI Rosa x 'Flower Carpet White' Rose CAL KAR Calamagrostis x acutiflora 'Karl Foerster' Feather Reed Grass JUN CON Juniperus conferta Shore Juniper Pv PIT VAR Pittosporum tobira 'Variegata' Variegated Mock Orange RI RHA BAL Rhaphiolepis indica 'Ballerina' Ballerina Indian Hawthorn O THU EME Thuja occidentalis 'Emerald' Emerald Arborvitae CEA YAN Ceanothus griseus horizontalis 'Yankee Point' California Lilac CD JUN MED Juniperus scopulorum 'Medora' Medora Juniper PRU ETN Prunus laurocerasus 'Etna' Etna English Laurel Groundcover ARC UVA Arctostaphylos uva-ursi Kinnikinnick AST NIV Astelia nivicola 'Red Gem' Astelia HEM MON Hemerocallis x 'Monie' Starburst Evergreen Daylily LIR MUS Liriope muscari Lily Turf 7Z ARM MAR Armeria maritima Common Thrift BAC TWI Baccharis pilularis 'Twin Peaks #2' Twin Peaks Coyote Brush JUN GM Juniperus procumbens 'Green Mound' Green Mound Juniper LOM BRE Lomandra longifolia 'Breeze' Dwarf Mat Rush 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. 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. 2016 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 5-15-15 PRELIM PLANNING SUBMITTAL 7-23-15 PLANNING SUBMITTAL 10-05-15 PLANNING_RESUBMITTAL 2-5-16 PLANNING_RESUBMITTAL 2-19-16 PLANNING_RESUBMITTAL PLANT IMAGES Project No: L0.3a 15-1726 Z:\cadfile\cadfiles\Projects_15115-17261AIberto Way\Drawing Files\Plans\Preliminary\Schematic1726r6.dwg - Feb 19, 2016, 11:09am - tyler EXISTING TREE TABLE From arborist report prepared by Ray Morneau, dated q-27-15 Tree No. Botanical Name Olea europea 2 Oleo europea 3 Llquldambar styracif lua 4 Betula alba 5 Liquidambar styracif lua 6 Olea europea Oleo europea 8 Liquidambar styraclFlua Liquidambar styracif lua 10 Olea europea II Koelreuteria paniculata 12 Acer palmatum 13 Schinus molle 14 Sequoia sempervirens 15 Sequoia sempervirens 16 Quercus agrifolla 11 Ailanthus altissima 18 Ailanthus altissima Iq Arbutus unedo 20 Arbutus unedo 21 Quercus agrifolia 22 Arbutus unedo 23 Arbutus unedo 24 Quercus agrifolia 25 Pinus radiata Pinus radiata 21 Pinus radiata Quercus agrifolia Quercus agrifolia Quercus agrifolia Quercus agrifolia 32 Platanus acerfolia 33 Quercus agrifolla 34 Quercus agrifolia 35 Platanus acerifolia 36 Quercus agrifolia 31 Oleo europaea Aerial View Gommon Name Olive Olive Sweet Gum White Birch Sweet Gum OI ive Ol ive Sweet Gum Sweet Gum OI ive Golden Rain Tree Japanese Maple Gallfornia Pepper Coast Redwood Coast Redwood Goast Live Oak Tree of Heaven Tree of Heaven Strawberry Tree Strawberry Tree Coast Live Oak Strawberry Tree Strawberry Tree Coast Live Oak Monterey Pine DBH 2q.q"®6" 26.8"@6" 14.8" Grown Radius 8' l' 15' Height Rating II25%V Pr 14' 25%V Pr 48' 65% Fair Aptitude Removed/Reason Low Yes -New Site Design Low Yes -New Site Design Mod. Yes -New Site Design 10.1" 15' 10' 0% Dead NA Yes -New Site Design 14.q" 13' 48' 65% Fair Mod. Yes -New Site Design 24."©1' 2q.1 "®I' 13.6" 10' 12' 25%V Pr Low 1' II' 20%V Pr Low 14' 45' 55% Fair Mod. Yes -New Site Design Yes -New Site Design Yes -New Site Design IO.q" 12' 38' 55% Fair Mod. Yes -New Site Design 24.5"©6" 10' 15' 35% Poor Low Yes -New Site Design 2.3" 4' 10' 10% Hlgh Yes -New Site Design Good 6.4"@6" 5' 10' 65% Fair Hlgh Remains Iq.q" 18' 45' 45% Mod. Remains Poor 62.8"@3' 25' 80' 12% Hlgh Remains Good 2q.0"®I' 13' 55' 30% Very Yes -New Site Design Poor Low 13.q" 15' 50' 10% High Remains Good 18"@6" 10' 35' 25%V Pr Very Remains Low 20"®6" 6' 30' 25%V Pr Very Remains Low I2.2"@6" 1' 8' 41% Poor Low Remove due to poor health 6.2"@I' 5' 8' 4-7% Poor Low Remove due to poor health 8' 5.0"@I' 6' I1.2"@6" 22.4" 60' 60' Monterey Pine 16.61" Monterey Pine Goast Live Coast Live Coast Live Oak Oak Oak 36" 30" 16.3"®I' Coast Live Oak 6.5" London Plane Coast Live Oak 18" Coast Live Oak 20" London Plane Coast Live Oak Olive 30' 50% Falr Mod. Remains 8' 41% Poor Low Remove due to poor health 8' q' 31% Poor Low Remove due to poor health 60% Fair Hlgh Yes -New Site Design 25%V Pr Very Yes -New Site Design Low 13' 55' I2%V Pr Very Low 25' 65' 40% Very Poor Low 25' 38' 65% Fair Hlgh 21' 60' 65% Fair Hlgh 20' 33' 55% Fair Hlgh 8' 30' 35% Poor Yes -New Site Design Yes -New Site Design Yes -New Site Design Remains Remains Low Yes -New Site Design 15' 60' 60% Fair Hlgh Remains 25' 4-7 15% Hlgh Remains Good 21' 40' 60% Fair Hlgh Yes -New Site Design 15' 40' 60% Fair High Yes -New Site Design 14.8" 15' 33' 65% Fair Hlgh 21.4"@6" 5' 12' 25%V Pr Low Yes -New Site Design Yes -New Site Design Tree No. Botanical Name 38 Olea europaea 3q Quercus agrtfolia 40 Prunus Illcifolla 41 Sequoia sempervirens 42 Olea europaea 43 Sequoia sempervirens Platanus acerifolia Pyrus kawakamli 44 45 46 Pyrus kawakamll 41 Olea europaea 48 Olea europaea 4q 50 51 52 53 54 55 56 51 58 Oleo europaea Olea europaea Oleo europaea Olea europaea Oleo europaea Oleo europaea Oleo europaea Olea europaea Quercus agrlFolia Quercus lobata 5q Lagerstroemla Indica 60 61 62 63 64 65 Lagerstroemia indica Lagerstroemla Indica Oleo europaea Prunus ceraslfera Magnolia grandlf lora Magnolia grandlf lora 66 Pittosporum species 61 Pittosporum species 68 Olea europaea bq Oleo europaea 10 Olea europaea 11 Olea europaea 12 Lagerstroemla Indica 13 Liquidambar styraclFlua 14 Oleo europaea NORTH Not to scale Common Name Olive Coast Live Oak Hollyleaf Gherry Grown DBH Radius Height 33"®6" IT 28' Rating 40% Poor Aptitude Removed/Reason Low Remains 23.1" ®2' 26' 45' 10% High Yes -New Site Design Good 5" Coast Redwood II" Olive Coast Redwood London Plane Evergreen Pear Evergreen Pear Olive Olive Olive Olive 8' 20' 50% Falr Mod. Remains 30' 0% Dead NA Remains 15' 22' 40% Low Remains Poor 50" 20' 15' 65% Fair Mod. Remains 12" 18' 25' 65% Fair High Remains 12' 28' 20%V Pr High Remains IT 30' 35% High Remains Poor 30"@6" 20' 20' 48% High Remains Poor 36"@6" 15" 15' 18' 48" Poor High Remains 10" 15' 22' 48" Poor High Remains 25' 25' 48% High Remains Poor Olive 15" 15' 25' 48" Poor Olive 20" 15' 25' 48" Poor Olive 20" 18' 28' 48" Poor Olive 36" 24' 48" Poor Olive 40" 15' 22' 48" Poor Olive Coast Live Oak Valley Oak Grape Myrtle Grape Myrtle Grape Myrtle Olive Purple Leaf Plum Southern Magnolia High High High High High Remains Remains Remains Remains Remains 6' 23' 48" Poor High Remains 1.4" 8' 38' 61% Fair High Remains 11.1" 13' 42' 41% Poor High Remains 8.1"®3' 8' 25' 161% High Yes -New Site Design Good 8.3"@3" -7' 18' 11% High Yes -New Site Design Good 8.6"@6" 1' 20' 15% High Yes -New Site Design Good 15.3"@3' 1' q'-0" I2%V Pr Very Yes -New Site Design Low 5.q"@6" 1' IT 60% Fair Very Yes -New Site Design Low 6.8" 8' 18' 3-7% Poor Very Yes -New Site Design Low Southern Magnolia 8.6" Pittosporum Pittosporum 10' 20' 42% Very Yes -New Site Design Poor Low 4.4" 2' 10' 2%V Pr NA Yes -New Site Design 10.5"®I' 16' Iq' 45% Low Yes -New Site Design Poor Olive 11.4"©6" IT 28' 60% Fair Mod. Yes -New Site Design Olive 10.5"@3' 15' 25' 60% Fair Mod. Yes -New Site Design Olive 12.1" q' 22' 65% Fair Mod. Yes -New Site Design Olive Grape Myrtle Sweet Gum Olive J I3.6"@3' 1' 18' 20%V Pr Low Yes -New Site Design 1.3" 2' q' 60% Fair Mod. Yes -New Site Design 3.0" 4' 10' 65% Fair Mod. Yes -New Site Design 23.3"@6" 1' 11' 25%V Pr Low Yes -New Site Design 16" 0.444.o 344.3 ALBER WAY t Tree No. 15 Botanical Name Schinus terebinthefolius 16 Olea europaea T7 Olea europaea 18 Fraxinus oxycarpa 'Raywood' 7q Lagerstroemla indica 80 Malys communis 81 Pyrus kawakamli 82 Lagerstroemla Indica 83 Magnolia grandlf lora Betula alba Betula alba 84 85 86 81 88 8q q0 Pittosporum species Betula alba Betula alba Betula alba Oleo europaea q1 Pittosporum species Betula alba Betula alba Olea europaea Betula alba q2 q3 q4 q5 q6 61-7q8 Betula alba Betula alba Betula alba qq Betula alba 100 Betula alba 101 102 Acer palmatum 103 Malus communis Lagerstroemla Indica Common Name Brazilian Pepper Grown DBH Radius Height Rating Aptitude Removed/Reason 35.8"®6" 16' 30' 61% Fair Mod. Yes -New Site Design Olive 32.5"@6" Olive 14.1" Raywood Ash 13.5" Grape Myrtle 1.1" Apple 4.0"@2' Evergreen Pear 2.8" Grape Myrtle 6.5" Southern Magnolia 11.1" White Birch Mite Birch White Birch White Birch White Birch Olive Pittosporum Pittosporum White Birch Mite Birch Olive White Birch White Birch White Birch White Birch White Birch White Birch Grape Myrtle Japanese Maple Apple Gedar 10' 28' 461% Mod. Yes -New Site Design Poor q' IT 41% Poor Mod. Yes -New Site Design 11' 38' 30% Very Yes -New Site Design Poor Low 8' 26' 15% High Yes -New Site Design Good 6' 10' 65% Fair High Yes -New Site Design 3' 10' 60% Fair q' 25' -10% Good 12' 20' 35% Mod. Yes -New Site Design High Yes -New Site Design Very Yes -New Site Design Poor Low 4.61" 6' 35' 55% Fair 5b" -7' 30' 60% Fair 18' 33' 33' 4' 50% Fair 50% Fair 60% Falr 5%V Pr Mod. Yes -New Site Design Mod. Yes -New Site Design Mod. Mod. Mod. Very Low Yes -New Yes -New Yes -New Yes -New Site Design Site Design Site Design Site Design 4' 6' 20%V Pr Very Yes -New Site Design Low q.2"@6" 3' 1' 20%V Pr Very Yes -New Site Design Low 8' 35' 60% Falr 8' 30' 60% Fair 3' 2' 5%V Pr 1' 30' 60% Fair Mod. Mod. Mod. Mod. 4' 16' 50% Fair Mod. 4.5"®I' 5' 15' 40% Mod. Poor 3.5"®I' 4' 15' 35% Poor Yes -New Site Design Yes -New Site Design Yes -New Site Design Yes -New Site Design Yes -New Site Design Yes -New Site Design Mod. Yes -New Site Design 4.6"@6" 6' IT 52% Fair Mod. Yes -New Site Design 4.4"©6" 5' 15' 50% Fair Mod. Yes -New Site Design 1.4"®6" 5"®I' 10.4"@2' 104 Gedrus deodara 32.2"®I' 105 Pinus canariensis Ganary Island Pine 15.2" 106 Pinus canarlensis 10-1Ouercusagrifolla 108 Pinus halepensiss IOq Pinus canariensis 110 Ailanthus altissima Canary Island Pine 11.1" Goast Live Oak 10.3" Aleppo Pine 26.1" Ganary Island Pine 1.2" Tree of Heaven 3' 12' 55% Fair Mod. 12' I-7' 45% Poor Yes -New Site Design High Yes -New Site Design 12' 12' 10%V Pr Very Remains -Off Prop. Low 18' 15' 11% Good High Remains -Off Prop. 15' 55' 65% Fair High Remains -Off Prop. 20' 60' 61% Fair High Remains -Off Prop. 22' 45' 18% High Remains -Off Prop. Good 25' 10' 60% Falr High Remains -Off Prop. 1' 50' 41% Poor High Remains -Off Prop. 5.5" 6' 38' 25%V Pr Very Remains -Off Prop. Low Ailanthus altissima Tree of Heaven 5.2" 94. 3 4 \■PlimME ■■■ )1MMd I•••MMEN 6' 40' 20%V Pr Very Remains -Off Prop. Low HIGHWAY 17 ON -RAMP LV 12" 339 a 5 / 338.5 Tree No. Botanical Name 112 Quercus agrifolla 113 Sequoia sempervirens 114 Olea europea 115 Olea europaea Gommon Name DBH Coast Live Oak q.4" Redwood Goast Olive Olive Grown Radius Height 18' 40' l'-6.10000 6' 0" Rating Aptitude Removed/Reason 11% High Remains -Off Prop. Good 40' 0% Dead Very Remains -Off Prop. Low q.5" 5' 30' 11%V Pr Low Remains -Off Prop. 4.3" 5' 30' 25%V Pr Low Remains -Off Prop. 116 Quercus agrtfolia 111 Olea europaea 118 Ouercus agrifolia Ilq Quercus agrifolia 120 Olea europaea Goast Live Oak Olive Coast Live Oak Goast Live Oak Olive 30" 5.2" 34.3"@3' 25' 45' 8' 20' 25' 55'-O 1.6" 18' 13.8"@6" 8' 55% Fair High 25%V Pr Low 12% High Good Remains -Off Prop. Remains -Off Prop. Remains -Off Prop. 45' 61% Fair Hlgh Remains -Off Prop. 30' 40% Low Remains -Off Prop. Poor 121 Olea europaea 122 Olea europaea 123 Ouercus agrifolia 124 Quercus agrifolia 125 Olea europaea Olive Olive Goast Live Oak Coast Live Oak 4.6" 6' 22' 40% Low Poor 4.0"@2' 5' 20' 20%V Pr 12.2"@3' 20' 35' 40% Poor 22.5" 25' 45' 62% Falr Hlgh Olive 21.2"@0" 15' 38' 41% Mod. Poor Remains -Off Prop. Low Remains -Off Prop. Mod. 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" Olive Olive Goast Live Oak Olive IT 33' 61% Flar High Remains -Off Prop. 61.3" 8' 40' 461% Mod. Remains -Off Prop. Poor 5.8" 6' 35' 30% Poor 1.l"@2' 8' 20' 31% Poor 4.q" 1' 30' 35% poor Low Remains -Off Prop. Mod. Remains -Off Prop. Mod. Remains -Off Prop. 131 Ouercus agrifolia 132 Olea europaea 133 Quercus agrifolla 134 Ouercus agrifolia 135 Platanus acerifolia Goast Live Oak Olive Coast Live Oak Goast Live Oak 4.1" London Plane 21.2 "@6" 22.1"®6" lb" 16.1 " IT 45' 12% Good 18' 32' 44% Poor 15' 38' 15% Good 6' 33' 51% Fair 25' 50' 10% Good High Remains -Off Prop. Mod. Remains -Off Prop. High Remains -Off Prop. Mod. Remains -Off Prop. High Remains -Off Prop. 136 Pyrus kawakamli 131 Pyrus kawakamli 138 Pyrus kawakamli 13q Pyrus kawakamll 140 Gupressus sempervirens Evergreen Pear 5.1" Evergreen Pear 6.8" Evergreen Pear 13.5" Evergreen Pear 12.1" Italian Gypress 36"®O" II' 20' 32% Hlgh Remains -Off Prop. Poor 12' 18' 30% High Remains -Off Prop. Poor IT 38' 32% High Remains -Off Prop. Poor 16' 40' 30% Hlgh Remains -Off Prop. Poor 5' 60' 61% Falr High Remains -Off Prop. 141 Liquidambar styracif lua 142 Liquidambar styraciflua 8" 335.9 336.1 Sweet Gum Sweet Gum 10" 336.9 16" 335.7 12.q" 8' 30' 10% Good High Remains -Off Prop. 14.5" 8'3 5' 12% High Remains -Off Prop. Good 337.3 337.8 137 336.8 14" 337.3 336.6 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. NORTH Scale: I" = 30'-0" 0' 15' 30' 60' Scale: 1' = 30'-0' February 19, 2016 15-1726 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. 2016 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 5-15-15 PRELIM PLANNING SUBMITTAL 7-23-15 PLANNING SUBMITTAL 10-05-15 PLANNING_RESUBMITTAL 2-5-16 PLANNING RESUBMITTAL 2-19-16 PLANNING_RESUBMITTAL EXISTING TREE PLAN LO.4 Project No: 15-1726 Z:\cadfile\cadfiles\Projects_15115-17261AIberto Way\Drawing Files\Plans\Preliminary\Schematic1726r6.dwg - Feb 19, 2016, 11:09am - tyler IRRIGATION LEGEND Symbol Manufacturer Hunter Approved Approved Description / Model No. Nozzle PSI GPM RZWS-18-50 Root watering, Tree Bubbler - Two per each tree location 25 1.00 (per tree) Drip tubing connection at container 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 Galion shrubs (I) Toro LF4O-PG Bubbler (4.0 GPH/0.067 GPM) 15 Gallon shrubs, espaliers (2) Toro LF4O-PG Bubbler (4.0 GPH/0.067 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 GPH/0.06l 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. Lj Approved ei I Febco Hunter Hunter Nibco Hunter Hunter Approved Approved 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. LF825Y Reduced Pressure Backflow Preventer (lead free) - see plan for size. SV Series Automatic Remote -Control Valve: See Plan for size. IGZ-101 for I" drip valve kit T-113 Sate Valve: Line size. 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 VISS-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. 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 mianline will be coordinated with the mechanical engineer's plumbing plans. Schedule 40 PVG Lateral Line: See Plan for size. Valve Gallout Valve Number Valve Flow Valve Size 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. 7. 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. S. 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. ci. 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. Hydrozone Table and EMU Annual ETo for Los Satos - 42.c1 Ornamental Landscape ( ALBERTO WAY H1GHWAY17 ON -RAMP Ar AFiAUFAIM MP/ k/ /`i�i//�iMAIrA i�iiiiIAIM APIYAI AIrMi/��iw...i BUILDING 401 Mainline Mainline shown schematically - All mainline to be located in planting areas whenever possible. Valves to be grouped together. Hydro- zone Valves Planting Type Water Use Plant Factor Hydrozone Area (square feet) Percentage of Landscape PF x HA (square feet) Type of Irrigation Irrig. effic. ETWU I I Shrubs Medium .4 16,766 sf 67.6% 6,706.4 Low Flow Bubbler .SS 202,2c10.3 2 2 Shrubs Medium .5 8,018 sf 32.4% 4,00,1.0 Subsurface .85 125,204.5 Total Ornamental 24,784 sf I00% 10,-115.4 32-1,454.5 Landscape Area - Ornamental Landscape PF x HA - Ornamental Landscape Ornamental Landscape Irrigation Efficiency Estimated Total Water Usage (ETWU) ETWU = (ETo)(.62)((PFxHA/IE)+SLA) ETWU = 42.ci * .62 •((10,715.4/.87) ETWU = 26.6 *12,312.4 ETWU = 321,484.8 Maximum Applied Water Allowance (MAWA) MAWA = (ETo)(.62)((.7xLA)+(.3xSLA)) MAWA = 42.c1 * .62 •((.7 x 24,784) MAWA = 26.6 •(17,348.8) MAWA = 5011438.84 24,784 sf 10,-15.4 sf 0.87 efficient 327,454.8 gallons 461,443.4 gallons ETWU is less than MAWA - System meets Water Efficient Landscape The landscape is projected to use 201% less water than is allowed per WELD. Ordinance Tree 21 \ / SUBSURFACE DRIP IRRIGATION NOTES: Dri Subsurface irrigation system shall be installed per the manufacturer's recommendations. It is the responsibility of the landscape contractor to ensure that layout is done properly and effective spacing is maintained so that all plant material receives adequate water. The layout as shown on the plan is to be used as a guide. Trees, utilities, and other items may require an adjustment of the layout, but effective coverage and spacing must be maintained. 2. Inpipe tubing is to be installed 2" below finish grade and min. 12" on center. Inpipe tubing must be buried within the soil and is not to be simply placed under the mulch. 3. All lateral feed line piping (source from valve) shall be I" SGH 40 PVG. 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 Nye 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. Dri 1 BUILDING 405 ♦ Mainline Mainline shown schematically - All mainline to be located in planting areas whenever possible. Valves to be grouped together. Dri Flow Sensor Master Valve BAY FRIENDLY LANDSCAPE /, / I / / / 1 / / J The landscape and irrigation has been designed to comply with the Bay Friendly Landscape Design Guidelines, GalOreen code requirements, and Water Efficient Landscape Ordinance (WELO) requirements. 1 1 1 1 1 1 Controller Install Hunter I -Gore IS 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 building parapet out of public view to capture unimpeded rainfall. Assure communication with controller. Dri 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 1-1/2" Febco 825-1- 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. NORTH Scale: I" = 20'-O" 0' 10' 20' 40' Scale:1' = 20'-0' February 19, 2016 15-1726 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. 2016 In Association with: LANDSCAPE ARCHITECTURE PLANNING 151 N. Norlin St. Sonora, CA 95370 (209)532-2856 (209)532-9510 fax 0 LL 0 0 Q Q 0_ LOS GATOS, CA 95032 DATE DESCRIPTION 5-15-15 PRELIM PLANNING SUBMITTAL 7-23-15 PLANNING SUBMITTAL 10-05-15 PLANNING_RESUBMITTAL 2-5-16 PLANNING_RESUBMITTAL 2-19-16 PLANNING RESUBMITTAL PRELIMINARY IRRIGATION PLAN L0.5 Project No: 15-1726 NOTES 1. THIS SURVEY WAS PREPARED FROM INFORMATION FURNISHED IN A PRELIMINARY TITLE REPORT, PREPARED BY CHICAGO TITLE COMPANY, DATED DECEMBER 1 9, 201 4, ORDER NO. FWPS-29891 41 041 MC. 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 1 8, 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, 1 963 IN BOOK 1 56 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 O° 0 0 ER 10" 100.00 X ss SD w E OH AC BS BW COM CONC CTV DI EB ECAB EP EV ASPHALTIC CONCRETE BOTTOM OF STEP BACK OF WALK COMMUNICATION CONCRETE CABLE TELEVISION BOX DROP INLET ELECTRIC BOX ELECTRIC CABINET EDGE OF PAVEMENT ELECTRIC VAULT EW FC FF FL FNC FW INV LIP MB (MT) PV EDGE OF WALK FACE OF CURB FINISH FLOOR FLOW LINE FENCE FACE OF WALL INVERT ELEVATION LIP OF GUTTER MAIL BOX MULTIPLE TRUNKS PAVEM ENT 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' �lllq�T° OF r, 344.72 FL 344.78 FL / / 345.15 FL / I I 1 I I FL I FL 347.32 FL 1 348.02 FL I .48.67 FL / SB 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 344.31 TC 344.01 FL 344.28 LIP / 36.54BW x3 10' 34.6 39.9 F3 343.25 TC 343.00 FL / / / 343.30 FL/ • 1'6^(MT) LANDSCAPE 339.2 FL 342.65 C L2 FND 1" I.P. LEI W/ TAG & TACK INMONBOX C2 - COCO NDND SIGN m CO t. / X341.6 FNC 341.3 FNC 10„ 340.7 8" 341.8s 341.68 EW 32.05C 341.03 EP 342.0 FNC 341.92 341.40 ELECTRIC METER ENCLOSURE (6)AC UNIT 401 ALBERTO WAY ONE STORY BUILDING WITH BASEMENT (2)AC UNIT (2)AC UNIT x343 4 x342.6 3-33 RWL M 341.1 342.68 TC 342.98 EP x342.6 /� 3.32 EP 338.01 DITCH 340.90 EP 340.99 EP -i 3.2 • 42.3 24" ��-1- x342. 40.9 N(13� �34 342.69 C „ x342.6 343:7- // /� /1 /� 80° " W R� -49 x342.6 30" 3454. x345.3 CON REE +� __ 3" V BAND CONCRETE SIDEWALK 347.5 LANDSCAPE 2" fp/346.6 345.4 AD -RIM 345.09 rr . �AD-RIM 344.60 \AD -RIM• 344.63 RWL 333.46 333.45 /WALKWAY TO BASEMENT AC UNIT 341.90 TS Lro 340.14 F F BEARI 7'00" W 2" 343.3 _ % S CO -RIM 343.05.8-0 T6----w 344.75 FF ; THRESHOLD ONE STORY BUILDING 36 tis 338.68 C SDMH-RIM 340.80 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 - U _ o o- CS, 00 CD00 NDND NDND U d m J mLiJ o7o N,N rc) ND ND 0 ND ND x341.2 LANDSCAPE KU _JCL 7M� 342.16 EP 12" 340.E 8" 10_ FND BRASS PIN IN \ 6"x6" CONCRETE MON 341.14 PV 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 339.01 FC 338.92 FC A N 01 °07'00" E 4 339.93 AC PAVEMENT AC PAVEMENT 332.39 L EW RWL 336 BRIDGE DT--R1M3-38:7. .------�� 339.42 FC POLE 339.27 FC DI -RIM 338.74 INV 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 339.24 FC 339.28 FC `339.27 FC 339.28 FC 339.18 FC 339.02 FC NEWS BOX TCD 339.03 FC 340.39 PV 340.83 PV 341.14 EP 405 ALBERTO WAY ONE STORY BUILDING WITH BASEMENT 332.36 EW 18 WALKWA-Y- OR SIGN 38 x337.8 338.84 FC 338.28 PV 338.89 FC 338.88 FC 338.60 FC 338.33 FC 338.17 FC/ 337.8x 87 DI -RIM 338.72 SPEED BUMP 338.67 PV 338.48 PV 338.19 "V /7 ° 337.91 PV 77 m 337.67 FC ND ND ND ND ° 340.57 PV (2)AC UNIT DI -RIM 336.97 INV 335.80 16 (OUT -SW) 337.69 PV 37.71 PV 33'.77 PV 338.00 PV 337.69 PV 337.30 PV 337.12 336.61 FL 336.62 LIP 340.00 TC 338.98 TC ,-n ' :. 2 TC 337.77 TC 337.29 336.93 TC 336.38 TC Lo 39.93 FL 338.83 FL co 337.87,3FL 337.27 FL 336.81 FL 336.48 FL 'n 336.29 FL 339.98 LIP 339.04 LIP 77 7337.97 61P 337.43 LIP 336.94 LIP 3'36:58 LIP 7 C_)336.40 LIP '8340.32 77339.53 . 337.81% 337.37 337 02 „"" �- 336.79 ) PV PV V PV PV PV PV 0 216.32' 338.87/ PV CONCRETE DRIVEWAY 340.62 BW 340.66 C 2" 342.1 341.61 C TRENCH DRAIN 338.15 CB-TC 338.28 ALBERTO WAY /337.60 PV U J 337.43 (3, U PV 337.31/ ND ICJ O� N PV 77 N r- CO LO r CO(0 ")n'J7 r7 ND ND r7 M NJ rND r7 � INV 335.33� 12' (OUTS) CONCRETE SIDEWALK 338.46 BW CO -RIM 339.21 ONE STORY BUILDING 336.61 PV MH-RIM 336.88 332.36 6" IN-E INV 332.12 6" (OUT-N) (ELEC) 0 CO -RIM 337.88 337.18 FL 336.8d 'FL 336.47 336 50 TC LIP 335.81 FL 335.95 LIP 336.42 PV 34l' 340.1 PV 340.43 PV 340.62 EP 340.74 C 371 340.47 FC 10 340.61 FC 340.74 C 340.77 EP 340.65 FC 341.03 EP 332.08 EW WALKWAY TO BASEMENT SIGN ' LANDSCAPE 339.47 PV 340.36 FC 340.56 FC DI -RIM 340.66 RWL 340.38 340.41 FC 340.90 TC 340.47 C 340.90 TC 340.45 340.49 DITCH 340.15 PV 340 20 340.98 TC 340.55 C (2)AC UNIT BASEMENT WALL BELOW 1ST FLOOR BREEZE WAY 409 ALBERTO WAY ONE STORY BUILDING WITH BASEMENT 339.89 Ee) or OQNC. / a. SLB ELI TCD 355.96 FF THIRD FLOOR.- 348.10 FF SECOND FLOOR' 336.24 TC 336.20 PV 336.31 ND EMPTY MON BOX CONCRETE DRIVEWAY CO AC PAVEMENT CD CD 00 no cvco N01- 335.33 5.65 BW GRASS CO -RIM 337.08 336.9\ 337.2 my 337.8 STAIRS TO SECOND FLOOR 338.99 PV 338.60 PV 337.90 PV 338.56 PV AC PAVEMENT N338.12 PV 337.79 PV 337.19 PV 336 47 PV FND 3/4" I.P. W/ PLUG & TACK DI -RIM 334.80 TWO STORY BUILDING 0.0335.15 PV 335.14 24" 336.5 337 5. 336.04 TC 335.72 LIP NO Lci No nD ND co GRASS 339.53 FF THRESHOLD 361.60 ROOF •••.¢-s-SECOND FLOOR BUILDING 338.3. EW 340.78 EW RWL- WB 335.69 341.47 337.71 PV 338.0 PV AC PAVEMENT 339.54 FC 338.34 PV 338.07 PV LANDSCAPE 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 !NI N1A-1 ORE (PER TRACT MAP 6222) 339 10 FC 37.78 PV 338.29 PV 33 85 FC 337.87 338.07 FC 338.62 PV 338.86 PV 338.61 PV 340.13 TC 340.49 338.99 PV 340.00 C (2)AC UNIT 339.25 C BW 335.59 TC 335.81 TC 335.43 FL 1338.0 TWO STORY 0 338 33 10" 337.8 12" 338.0 co 338 337.34 FW 336.80 FW 345.3 336.9 12" 2" 336 8 8" 336.2 336.4 335.76 FC 8" 335.9 10" 336.1 334.96 TCD PV PV c 336 45 336 63 FC 14' 33 SSMH-RIM INV 330.91 INV 330.81 6' HIGH MASONARY SOUND WALL AC PAVEMENT 3-3-43-96 oo rc, PV ND ND GRASS GARAGE 20 40 Scale 1" = 20 ft 16" 335.7 - 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: CI- CL oct 0 co 045 c‘7) LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 02.18.16 PLANNING RESUBMITTAL Topographic & Boundary Survey C1.0 PROJECT NO: A15062 LEGEND PROPERTY LINE ADJACENT PROPERTY LINE CENTERLINE MONUMENT LINE NON -ACCESS BUILDING LINE MO Mr 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 FLOW LINE RIP RAP • . • ■ • X X X SS _GB- - - FM 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. 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 MANHOL STANDARD TOP OF CURB TYPICAL 35.0' PAVE AND STRIPE TRAVEL LANES CD co O co O 1--- LANDSCAPING (TYP) PROPOSED STREET LIGHTING (TYP) 4.5' UPGRADE EXISTING TRAFFIC SIGNAL AREA CALCULATIONS AREA PROPOSED CONDITION (S.F.) EXISTING CONDITION (S.F.) BUILDING FOOTPRINT 45,912 15,909 STREETS & PARKING 8,444 50,662 S/W, PATIOS, PATHS ETC. 16,074 12,103 LANDSCAPE 23,144 14,900 TOTAL 93,574 93,574 IMPERVIOUS SURFACES 70,430 78,674 PERVIOUS SURFACES 23,144 14,900 TOTAL 93,574 93,574 BIO-TREATMENT AREA 3,248 0 RELOCATE TSB OUT OF CURB RAMP FLARE INSTALL NEW ADA CURB/ RAMP. PROPOSED NOTE: 1) ALL FLOW -THROUGH PLANTER STORM DRAIN OVERFLOWS SHALL BE ,,, CONNECTED THROUGH GARAGE AND DESIGNED BY THE PLUMBER AT THE BUILDING PERMIT STAGE. 347 68 TC PROPOSED CROSSWALK 4.5' INSTALL NEW ADA CURB RAMP 341.7 338.01 RELOCATE EX. ELECTROLIER /342/ 0. 3::/ �4D l 339.0 F 341.2 AD • BRIM 340.7 340 INV 338.0 8" (IN-S) 340.9 / !/ (341.3) // 5' WIDE SIDEWALK REMOVE EX. TREE/ AD RIM 340.5 INV 337.5 8" (IN-S 41.3 340.8 13"(MT 340.5 34'11.7 REMOVE EX. TREE 47" CROSSWALK / I 1111 SIOINT. GN PEDESTRIAN / UPGRADE/ EXISTINc4 TRAFFIC SIGNAL "ESE TB "TV / 345 2 0 0EB 2.0' RFT WALL 1 � RELOCATE EX. BACKFLOW • ma 338.5 PR VENTER I 344.5 � '- ,/ , I , _ 3'-5' RETAININ 1 OVD -- WALL TYP 342.98 EP x342.6 0 41 SDCO (TYP.) 341.5 341.0 34' / EW / / \ ALBERTO WAY /;=\STORY BUILDING 'VITH BASEMENT / 341.9 I �I 4 I DITCH 9 342.0 FLOW -THROUGH! PLANTER (TYP.) 333.45 340 s ft BRIDGE �$ \342.16 EP x341.2 LANDSCAPE 341.36 C 341.83 'EP 12" RWL 332.62 EW • FLOW -THROUGH PLANTER (TYP.) 339.54 PV 339.88 FL PIPES SHOWN FOR LIP REFERENCE ONLY 401 ALBERTO WAY FF=339.0 GFF P-1= 326.0 GFF P-2= 317.0 Pv ilea AC UNITft•• AC PAVEMENT 2 I� w w 339.76 PV 339.34 PV a7rw 341.90 TS `�' 07 LIP B n / 340.16 RELOCA E EX. RELOCATE TOWN 0 LOS GATOS EX. IRR. ER & BFP PROPOSED BIKE BOX (TYP) /4 AD -RIM 345.09 LANDSCAPE RELOCATE EX. CONCRETE SIDEWALK �AD-RIM 344.60 �AD-RIM 344.63 ��RWL RIM 338.3 INV 331.3 8" ONE STORY BUILDING 361.64 ROOF TC 338.3± MATCH EX. CO -RIM 343.052G 344.75 FF j THRESHOLD \34203 EP .341.8 III�II�I�Ia91!t 40�_ OVD 1 RIM 337.5 INV 334.5 8" .7 340.83 1 1. 34024 PV 3 ALBERTO WAY II1 STOWE'�Ekr' LANDSCAPE PLAN SHEET FOR FINE GRADING & WALK DETAILING -RIM 338.72 1:71.4-1I to� to Et. .- ---- 342.01 EP x341 8 3.41 340 FLOW -THROUGH PLANTER (TYP.) 340.43 PV 340.74 C 332.41 (2)AC UNIT EW 337.51 FL 6 340.77 EP 340.65 FC 341.03 EP FLOW -THROUGH PLANTER (TYP.) ADA RAMP TC 336.6± MATCH EX. 0 CL 24' DWY PER CITY STD DTL ST-219 (ELEC) C•-RIM 337 CO -RIM 337.88� 339.82 PV 339.78 PV 79 76 PV FLOW -THROUGH PLANTER (TYP.) SEE NOTE 1 339.28 PV 339. 3 PV \ OVD RIM 338.5 �� DWS & FS INV 335.5 8" FOR BLDG 405 339.26 FC 339.24 FC 21" 1.1 338.60 Fa' HIGHWAY 17 RIM 337.4 INV 332.42 336.8 TC 338.3± MATCH EX. TC 336.9± MATCH EX. CONCRETEDSIDEWALK PER ALBERTO WAY CITY STD DTL ST-215 33; 0 339.24 ,m_ P i-J �� PV PV �06 Q �O in,_N "0) 0) o) 07 IrJ M /no co / M I�') r+) M r') r') r) N) r) r'l V ) CONCRETE DRIVEWAY \340.62 BW 340.66 C 341.61 C / /CB-TC 338.28 INV 335.33 12 OUT -SE 338.46 BW 338.68 C/6_ CO -RIM 339.21 SDMH-RIM 340.80 TRENCH DRAIN CONCRETE SIDEWALK ONE STORY BUILDING TIE INTO EXISTING SS CONCRETE DRIVEWAY AC PAVEMENT 355.96 FE THIRD FLOOR 348.10 FF SECOND FLOOR 338.46 FF 18" 340 8 DITCH - OVERFLOW 236 AREA DRAIN SEE NOTE 1 (TYP.) 77 338.6 RIM 337.5 INV 334.5 8" • POLE 340.35 FC 340.56 FC 341.26 LIMITS OF 340.49 F '335.1 x335' �� .3� 41 47 , OVD 4 P`,, RIM 337.5 INV 334.5 87, 405 ALBERTO WAY FF=338.0 GFF P-1= 326.0 GFF P-2= 317.0 340.15 PV 340.20 340.98 TC 340.55 C (2)AC UNIT 8" RIM 337.5 INV 334.5 8" OVERFLOW AREA DRAIN SEE NOTE 1 (TYP.) 337.3 / n / 09 ALBERTO WAY w` cm 1E STORY BUILDING / oNVITH BAS6337.0\ / •VLJ RIM 336.0 INV 33 �� Iv-)0)0 r) 16" 337 3 r; GRASS 338.1 �•-JJa.I 2 339.53 FF THRESHOLD TWO STORY 361.60 ROOF BUILDING 0/0SECOND FLOOR 5, CONC 340.49 DWS & FS FOR BLDG 401 24" /1 337.8 GRASS 8" 340 338.76 .1 338.66 SIGN STAIRS TO - SECOND FLOOR SDCO TYP. FLOW -THROUGH PV pLANTER (TYP.) 3910 F' 338.97 PV PLANTER (TYP.) 335.6 TC 335.27 6" 3.-37.77.1 337.5 TWO STORY BUILDING J7.78 PV 337.3 37 LF-8"SD 337.5 RIM 337.0 INV 333.6 CAP EXISTING (337.3) UPSIZE E RIM 337.0 (337.4) RIM 337.0 INV 331.7 RIM 337.0 INV 332.0 15" (THRU STORM DRAIN PUMP STATIO SEE DETAIL ON SHEET 3.1 RIM 337.0 INV 332.0 OVD RIM 338.2 INV 335.0 8” BU RIM 338.1 OVD RIM 335.5 INV 332.0 15" (IN-S) INV 332.0 15" (THRU) MATCH TO EX. SW (334.9) TC 334.81 334.66 CITY STD DTL ST-219 'v 336.5 337 5 GARAGE 335.7 GRASS 1)0 1)0 co PV .633464 PV 20 40 Scale 1" = 20 9 334.74 BW -N) 337.9 CONCRETE SIDEWALK 336.4 60 111111011 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: co co LC) Coo q41- LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.18.16 PLANNING RESUBMITTAL Preliminary Grading Drainage & Utility Plan C2.0 PROJECT NO: A15062 LEGEND DRAINAGE AREA LIMITS BIOTREATMENT AREA DRAINAGE MANAGEMENT AREA TREATMENT CONTROL MEASURE TCM-01 CALCULATIONS PROPOSED CONDITION (S.F.) AREA (AC) IMPERVIOUS SURFACES 3598 0.08 PERVIOUS SURFACES 0 0.00 TOTAL 3598 0.08 BIORETENTION SIZING CALCULATIONS 4% OF IMPERVIOUS AREA REQ'D (S.F.) AREA (%) BMP SIZE REQUIRED 144 4.0% BMP SIZE PROVIDED 146 4.1% PROVIDED AREA >4% YES TCM-02 CALCULATIONS PROPOSED CONDITION (S.F.) AREA (AC) IMPERVIOUS SURFACES 3246 0.07 PERVIOUS SURFACES 0 0.00 TOTAL 3246 0.07 BIORETENTION SIZING CALCULATIONS 4% OF IMPERVIOUS AREA REQ'D (S.F.) AREA (%) BMP SIZE REQUIRED 130 4.0% BMP SIZE PROVIDED 132 4.1% PROVIDED AREA >4% YES TCM-03(a & b) CALCULATIONS PROPOSED CONDITION (S.F.) AREA (AC) IMPERVIOUS SURFACES 14306 0.33 PERVIOUS SURFACES 4218 0.10 TOTAL 18524 0.43 BIORETENTION SIZING CALCULATIONS 4% OF IMPERVIOUS AREA REQ'D (S.F.) AREA (%) BMP SIZE REQUIRED 572 4.0% BMP SIZE PROVIDED 701 4.9% PROVIDED AREA >4% YES TCM-04 CALCULATIONS PROPOSED CONDITION (S.F.) AREA (AC) IMPERVIOUS SURFACES 3080 0.07 PERVIOUS SURFACES 0 0.00 TOTAL 3080 0.07 BIORETENTION SIZING CALCULATIONS 4% OF IMPERVIOUS AREA REQ'D (S.F.) AREA (%) BMP SIZE REQUIRED 123 4.0% BMP SIZE PROVIDED 273 8.9% PROVIDED AREA >4% YES TCM-05 CALCULATIONS PROPOSED CONDITION (S.F.) AREA (AC) IMPERVIOUS SURFACES 5994 0.14 PERVIOUS SURFACES 0 0.00 TOTAL 5994 0.14 BIORETENTION SIZING CALCULATIONS 4% OF IMPERVIOUS AREA REQ'D (S.F.) AREA (%) BMP SIZE REQUIRED 240 4.0% BMP SIZE PROVIDED 243 4.1% PROVIDED AREA >4% YES TCM-06 CALCULATIONS PROPOSED CONDITION (S.F.) AREA (AC) IMPERVIOUS SURFACES 5189 0.12 PERVIOUS SURFACES 0 0.00 TOTAL 5189 0.12 BIORETENTION SIZING CALCULATIONS 4% OF IMPERVIOUS AREA REQ'D (S.F.) AREA (%) BMP SIZE REQUIRED 208 4.0% BMP SIZE PROVIDED 208 4.0% PROVIDED AREA >4% YES DMA TCM TCM-07 CALCULATIONS PROPOSED CONDITION (S.F.) AREA (AC) IMPERVIOUS SURFACES 5352 0.12 PERVIOUS SURFACES 0 0.00 TOTAL 5352 0.12 BIORETENTION SIZING CALCULATIONS 4% OF IMPERVIOUS AREA REQ'D (S.F.) AREA (%) BMP SIZE REQUIRED 214 4.0% BMP SIZE PROVIDED 628 11.7% PROVIDED AREA >4% YES TCM-08 CALCULATIONS PROPOSED CONDITION (S.F.) AREA (AC) IMPERVIOUS SURFACES 291 1 0.07 PERVIOUS SURFACES 0 0.00 TOTAL 2911 0.07 BIORETENTION SIZING CALCULATIONS 4% OF IMPERVIOUS AREA REQ'D (S.F.) AREA (%) BMP SIZE REQUIRED 116 4.0% BMP SIZE PROVIDED 120 4.1% PROVIDED AREA >4% YES TCM-09 CALCULATIONS PROPOSED CONDITION (S.F.) AREA (AC) IMPERVIOUS SURFACES 4715 0.11 PERVIOUS SURFACES 0 0.00 TOTAL 4715 0.11 BIORETENTION SIZING CALCULATIONS 4% OF IMPERVIOUS AREA REQ'D (S.F.) AREA (%) BMP SIZE REQUIRED 189 4.0% BMP SIZE PROVIDED 191 4.1% PROVIDED AREA >4% YES TCM-10 CALCULATIONS PROPOSED CONDITION (S.F.) AREA (AC) IMPERVIOUS SURFACES 2177 0.05 PERVIOUS SURFACES 0 0.00 TOTAL 2177 0.05 BIORETENTION SIZING CALCULATIONS 4% OF IMPERVIOUS AREA REQ'D (S.F.) AREA (%) BMP SIZE REQUIRED 87 4.0% BMP SIZE PROVIDED 88 4.0% PROVIDED AREA >4% YES TCM-11 CALCULATIONS PROPOSED CONDITION (S.F.) AREA (AC) IMPERVIOUS SURFACES 9438 0.22 PERVIOUS SURFACES 1862 0.04 TOTAL 11300 0.26 BIORETENTION SIZING CALCULATIONS 4% OF IMPERVIOUS AREA REQ'D (S.F.) AREA (%) BMP SIZE REQUIRED 378 4.0% BMP SIZE PROVIDED 390 4.1% PROVIDED AREA >4% YES TCM-12 CALCULATIONS PROPOSED CONDITION (S.F.) AREA (AC) IMPERVIOUS SURFACES 1396 0.03 PERVIOUS SURFACES 395 0.01 TOTAL 1791 0.04 BIORETENTION SIZING CALCULATIONS 4% OF IMPERVIOUS AREA REQ'D (S.F.) AREA (%) BMP SIZE REQUIRED 56 4.0% BMP SIZE PROVIDED 70 5.0% PROVIDED AREA >4% YES 0 0 io 0 __ TCM-13 CALCULATIONS PROPOSED CONDITION (S.F.) AREA (AC) IMPERVIOUS SURFACES 1021 0.02 PERVIOUS SURFACES 257 0.01 TOTAL 1278 0.03 BIORETENTION SIZING CALCULATIONS 4% OF IMPERVIOUS AREA REQ'D (S.F.) AREA (%) BMP SIZE REQUIRED 41 4.0% BMP SIZE PROVIDED 53 5.2% PROVIDED AREA >4% YES -- 1G1-1\1\1 SARATOGA - LOS GATOS ROAD - - • MD -- 0 -- I/ V --- 0 20 r� 40 Scale 1" = 20 ft 60 /7 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. D0 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 02.18.16 PLANNING RESUBMITTAL Preliminary Stormwater Management Plan C3.0 PROJECT NO: A15062 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) BIOTREATMENT MAINTENANCE MIRAFI-1 140 N BUBBLER INSTALL 12" WIDE APRON OF 6"-8" COBBLES AROUND BUBBLER RIM V12 CHRISTY BOX WITH OPEN GRATE ,ii_r_r,/ SEE PLAN FOR / RIM ELEVATION 12" �o�jo��o 3/4"-1 1/2"( CRUSHED DRAIN ROCK} a 1111' I- 36" DIAMETER —I GROUT PIPE IN PLACE =co FORCE MAIN INSTALL REDUCER TO DISSIPATE ENERGY THROUGH 8" PIPE WHEN FORCE MAIN IS CONNECTED TO BUBBLER NOT TO SCALE 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. INLET (SEE PLAN) I BOLTED HATCI I (H-20 RATED) PUMP STATION - PLAN NOT TO SCALE —WET WELL UMP (TYP.) GATE VALVE IN G-5 CHRISTY BOX OUTLET CONCRETE MANHOLE COMPONENTS SHALL CONFORM TO ASTM C-478 AND AASHTO M199. FLAT TOPS AND BASE SLABS SHALL BE DESIGNED FOR AASHTO HS-20 WHEEL LOADING. '51— PIN:V. TM KYLIfv1N '_,TATIF *J `_.Irv1r'LID PUMP MODEL MYERS 4VX15M6-43 6.625" Imp. PUMP FLOW RATE (CFS) 0,29 P5 MANHOLE DIAMETER (FT) 4 P5 MH RIM (ELEV) SEE CIVIL LOW INFLOW PIPE INV (ELEV) 471.9 12" IN-N GRAVITY OUTFLOW PIPE INV (ELEV) 0,08 8" OUT-W WETWELL INVERT (ELEV) 468.17 PUMP ON (ELEV) 471.4 PUMP OFF (ELEV) 469,17 HIGH LEVEL OFF (ELEV) 474,65 HIGH LEVEL ON (ELEV) 474.15 POND BUBBLE UP RIM (ELEV) 477,9 DUCTILE IRON DISCHARGE PIPE INLET (SEE PLAN) HIGH WATER ALARM PUMP ON PUMP OFF BOTTOM BRICK AND MORTAR FILLET SUBMERSIBLE PUMP PUMP NOTES: 1. VAULT, LID, BASE, ACCESS OPENING, CONTROLS, ELECTRICAL SUPPLY, AND FLOAT SWITCHES, SHALL BE A CONTRACTOR DESIGN/BUILD ITEM. 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. CONCEPTUAL STORM DRAIN PUMP STATION VAPOR PROOF BOLTED ACCESS HATCH RIM (SEE PLAN) I I I I I I IIII —III III I SEE CHART ON THIS SHEET WATERTIGHT PIPE TO MANHOLE CONNECTOR. SHALL CONFORM TO ASTM C-923 (TYP.) OUTLET SOVERFLOW (SEE PLAN) INSTALL RAMNECK OR EQUAL TO PROVIDE WATERTIGHT JOINTS III 6" 4" 03 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 02.18.16 PLANNING RESUBMITTAL Preliminary Stormwater Management Plan C3.1 PROJECT NO: A15062 LEGEND FIBER ROLL EROSION BARRIER DRAIN INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE r� LJ TSB cr NOT 1) ALL F W-TH UGH PL NTER STORM DRAIN OVERFLOWS SHALL BE 345 .34 AD -RIM 345.09 RWL /3426 341.2 341.8 EW 341 KC / iir II DRAIN INLET \\ 342.98 EP 340.5 341.74 C ..1.HALTE SIDEWALK LANDSCAPE 4(344.7 ONE STORY BUILDING CC CO DITCH 333.46 5-8 340.7 BRIDGE LANDSCAPE 339.88 FL 401 ALBERTO WAY FF=339.0 GFF P-1= 326.0 AC UNIT CO -RIM 343.055-0 THRESHOLD OC 339.76 PV 339.82 PV 6.4 340.66 C 341.61 C 14. CL RWL 332.62 EW SPEED suw, AC PAVEMENT 339.36 PV TRENCH DRAIN - • 51 RN/ 339.42 EC' DI -RIM 338.74 339.31 PV 338 CO RIM 339.21 CM CD 21 PV CONCRETE SIDEWALK ONE STORY BUILDING cc 341 3 540.39 PV 340.83 PV 5 ALBERTO WAY STORY BUILDING TH BASEMENT 1ST FLOOR COVERED WALKWAY CO -RIM 337.88 337.8. 340.74 C (24AC UNIT 332.41 (2)AC UNIT EW 340.74 C 0 10 ' ABRIDGE 43 FL 337.18 FL SIGN 337.54 FL STABILIZED CONSTRUCTION ENTRANCE 3,34,1G LP PV AC PAVEMENT THIRD FLOOR SECOND FLOOR li- CC CV Ca CC REI tri DE; E- rn CRASS STAIRS TO SECOND FLOOR 340.13 TC 339.83 PV CO TWO STORY BUILDING BRIDGE EP LANDSCAPE 409 ALBERTO WAY ONE STORY BUILDING WITH BASEMENT GRASS Lri THRESHOLD 336 340.15 PV 340.20 340.98 TC 340.55 C (2)AC UNIT 8" CONC co co 17" f_r» >00000.... TWO STORY J---*/2-SECOND FLOOR BUILDING 24 'In 336.5 338.0( LANDSCAPE CO 4/53,7 10" 336.9 3.36.9 .6337.5 FC 336.8 AC iP I 336 63 FC 11 1 1(:)313'7".77 FC 338./ 550.0,4 P 1A,'1302:73 46 FC 93 21" 3.36.4 8" 357.5 GARAGE SOUND WALL AE PAVEMENT 336.7 336.8 8" 336.2 336.4 5536.1 TCD RB 334.66 PV 334.79 PV GRASS 20 LANDSC PE 315245996 40 Scale 1" = 20 ft PV o BW 336.4 60 337.9 CC 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: CD o o 0 C- 045 CL LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.18.16 PLANNING RESUBMITTAL Preliminary Erosion Control Plan C4.0 PROJECT NO: A15062 LEGEND FILL III CUT EARTHWORK CUT (C.Y.) FILL (C.Y.) GARAGE 0 62,000 DRIVEWAY 100 0 LANDSCAPE 250 7,700 TOTAL 350 69,700 344.01 FL 344.28 LIP / 344.72 FL 344.78 FL / 345.15 FL 0 346.01 FL 348.67 FL TB .343.30 FL LANDSCAPE 342.52 AD -RIM 345.09 RWL 343.25 TC 43.2 341.2 341.68 341.66 340.8 LANDSCAPE 342.98 EP BERT Y BUIL MENT 0/344.7 ONE STORY BUILDING 361.64 ROOF 340.99 EH THRESHOLD DITCH 340.62 PV LANDSCAPE 41.12 CONCRETE DRIVEWAY 341.61 C CL 338.68 C TRENCH DRAIN 44 FL 338.30 21 VEMENT NEWS BOX TCD 337.77 TC 337.29 TC 337.27 FL 336.81 FL 337.43 LIP 336.94 LIP 81/ 3336.48 FL JP' 336.29 FL ALBERTO WAY PV CONCRETE SIDEWALK CO RIM 339 21 CM LAT ONE STORY BUILDING STOR U BASE E 336.61 PV CO -RIM 337.88 nE cy EO rn WAY ING TC LIP 336.42 PV SLB TCD 335.81 FL 335.95 LIP 341 3 BW 0 4 CO 336.24 TC 336.20 PV 336.31 CONCRETE DRIVEWAY AC PAVEMENT THIRD FLOOR SECOND FLOOR CC CD CD CM CC 335.81 TC 335.43 FL DITCH BVV 335.69 BW 335.14 FL 335.21 LIP Do 6o no GRASS STAIRS TO SECOND FLOOR ND CO cn 335.33 PV BW TWO STORY BUILDING 336.5 co PV LANDSCAPE 24" 3.36.9 337.0 337.5 336.8 336.9 337.8 12" 338.0 338.1 3.36.7 336.8 336.4 10" 336.0 TCD 334.66 Tom MI, 337.5 GARAGE no LANDSCAPE 336.04 TC 335.59 FL 335.72 LIP co 337.3 Ho H BAS GRASS 0 WA LDING PV Do LH; Do Do TWO STORY (-3m-1-SECOND FLOOR BUILDING SSMH-RIM 337.51 SOUND WALL PV 334.79 PV AC PAVEMENT C-J CO PV UB 338.1 LANDGGAn PV CL BW 336.4 CO -RIM 335.56 335 7 GRASS 20 40 Scale 1" = 20 ft 337.9 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: coo q41- LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.18.16 PLANNING RESUBMITTAL Excavation Plan C5.0 PROJECT NO: A15062 18" MIN BIO-TREATMENT SOIL MIX C.3 SPECIFICATIONS SLOTS SHALL ALIGN WITH EVERY PARKING STRIPE OR AS DIMENSIONED `1g,r CURB & vim► GUTTER gar ON NO ' PLAN. DIMENSIONS 4 s° —� SPACE EVERY 5' IF AREOTS NOTED ON PLAN. P **` co= 11 --- — (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, BIO-FILTRATION PLANT MATERIALS (SEE LANDSCAPE PLANS FOR SPECS) 6" MIN. PONDING SEE TREATMENT SEE GRADING' _] ILITY PLAN. CONTROL SUMMARY TABLE FOR 1 TRUE PONDING DEPTH - ---- ----1 —3MAX T T = _ �I l \ � l \�II/1 o f� !�AIAIii SECTION A LI////\l 1 1 3 MAX NOT TO SCALE 2 PLANTING = Co m z SLOTTED CURB & GUTTER INSTALL 12" WIDE APRON OF 6"-8" COBBLES AROUND BUBBLER RIM�� V12 CHRISTY BOX WITH OPEN GRATE SEE PLAN FOR MATERIALS ) ) ) ) ) (SEE LANDSCAPE PLANS) �/ �O O O� �000_ C ��_ / OHO it L/ U/ -�/ -�/ C/O O O O O 00`- WHEN POND IS ADJACENT TO CURB O O O �Th0 0 0 Th J�00�0 O , 0 �0� �� \ - > O O O O O O o/ 0�/ 0 0 0 o --)/q O/-O/-OC3(-)/ 3r ENSURE A 24" WIDE SECTION OF SOIL o I 4" MIN. —I / \ 1 IS COMPACTED TO 95 /o REL. COMPACTION FROM TOP OF POND TO BOTTOM OF DRAIN ROCK 12" CLASS II PERMEABLE ROCK RIM ELEVATION s L�'- _/ J PER CALTRANS SPECIFICATIONS 4" O PERFORATED UNDERDRAIN WITH PERFORATIONS FACING ,;� N INLET PIPE '��� FORCE MAIN INSTALL REDUCER .N-- GROUT PIPE TO DISSIPATE ENERGY IN PLACE THROUGH 8" PIPE WHEN FORCE MAIN IS CONNECTED TO BUBBLER DOWN (SLOPE AT 0.5% MIN.). LINE SIDES AND BOTTOM OF TRENCH EXCAVATION WITH 20-MIL PVC DEEPROOT WATER BARRIER TO REDUCE WATER INFILTRATION 1. BIORETENTION AREAS SHALL BE CONSTRUCTED UNDER THE OBSERVATION OF THE SOILS ENGINEER. 2. SOIL AT BOTTOM OF RETENTION AREA SHALL HAVE A MINIMUM PERCOLATION RATE OF 5 INCHES/HOUR AND A MAXIMUM RATE OF 10 INCHES/HOUR. 3. IN -SITU TESTING SHALL BE PERFORMED BY THE SOILS ENGINEER TO VERIFY PERCOLATION RATE. 4. SEE TREATMENT CONTROL SUMMARY TABLE ON SHEET C3.3 FOR REQUIRED PONDING DEPTH OF EACH BIOTREATMENT POND. NOT TO SCALE 1~ F_I 140N 1 I 3/4"-1 1/2" CRUSHED—� DRAIN ROCK 1 eo 1 I T 36" DIAMETER NOT TO SCALE BIORETENTION AREA 'BUBBLER OVERFLOW AREA DRAIN 6-INCH MIN. ABOVE LOW POINT OF PLANTING AREA, 18" MIN BIO-TREATMENT SOIL MIX --0.67'-- SEE GRADING PLANS FOR LOCATIONS AND RIM ELEVATION (TYP.) / (BSM) PER C.3 SPECIFICATIONS // INFILTRATION RATE MIN 5"/ HR MAX 10"/ HR / PLACE 4"0 MIN. APPROVED COBBLES BIO-FILTRATION PLANT MATERIALS / 2" BELOW CURB SLOTS FOR MIN. 2' & UNDERLAIN WITH FILTER FABRIC (SEE LANDSCAPE PLANS FOR SPECS) 6" MIN. PONDING O SEE TABLES FOR TRUE PONDING DEPTH PLANTER CAP (SEE NOTE 4 BELOW) 9" FROM TW TO POND TOP OF WALL = +2.05' / REFER TO PLAN / UNLESS OTHERWISE NOTED O ON GRADING PLAN FINISH GRADE FOR CONDITION ADJACENT TO PLANTER O #5 VERTICAL @12"OC #4 HORIZONTAL ® O' o `n r X < I 2 m / @12" OC 1.00' O Co z % , / O O 000/////////// w - ; • 0�� - � QO O D - l% 9" O %O % Y 0 � �O o0o0 O o o ��O O O)O � 0000000000o % j / 6" CMU 16" O���Q 0O0O - /00_ �ODC J�0�0�Q ���Oo000 Q dO *O�O O % 0.25' 2" DIA. PVC WEEP HOLEROCK @48" FINISHED OC � • yy - Z-FILTER CLASS II DRAIN ENCASED IN FABRIC (SEE NOTE 5BOR ADDITIONAL INFO) % \ I� ^� �Ci a a° a a — O a s aa° °� / GRADE 6" PCC SLAB W/ #4 @ 16" 0.C.E.W. . y „ ° ° REFER TO STRUCTURAL PLANS FOR OUTLET LOCATION OF DEEPENED FOOTINGS WHEN ADJACENT TO PLANTER.b 0 1 STORM DRAIN O INVERT VARIES 1 � 0.25' .- 0� , #4 @12" OC 1. PLACEMENT OF BIOTREATMENT SOIL MIX SHALL BE CONSTRUCTED UNDER THE OBSERVATION OF THE SOILS ENGINEER. t • • • • 2. BIOTREATMENT SOIL MIX SHALL HAVE A MINIMUM PERCOLATION RATE OF 5 INCHES/HOUR AND A MAXIMUM RATE OF 10 INCHES/HOUR. 20-mil IMPERMEABLE LINER 12" CLASS II PERMEABLE ROCK 0 10" HK • ® ci 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 �0.6T� 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 VARIES NOT TO SCALE PER SW STRUCTURAL INC. DETAIL FLOW -THROUGH PLANTER 3' TO 5' RETAINING WALL 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: 1 o W CCI o J 0 Q � o CL 10 < 44. LOS GATOS, CA 95032 DATE DESCRIPTION 05.15.15 PRELIM PLANNING SUBMITTAL 07.23.15 PLANNING SUBMITTAL 10.05.15 PLANNING RESUBMITTAL 02.18.16 PLANNING RESUBMITTAL Details C6.0 PROJECT NO: A15062