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approved plans_EA-2020-002 ASA-2020-004 CommunitytE) velopment Department CUPERTINO FE IPlanning ivision-Cupertino CUPERTINO �_ PPROVED Case# -2020-004, PUBLIC 1 Approval Body: AcRi Hearing ° LIBRARY Approval Date Q 08/17/20GU Signature �l n Yau r . `! 106 -Eii I EXPANSION Q0 'e Manager EXPAN S I G N 100% BRIDGING DOCUMENT SET j �` �� _ CUPERTINO, CA9 O114 J U N E 1 , 6heldm PIER 1 BAY 2 THE EMBARCADERO SAN FRANCISCO, CA 94111 _` INFO@EHDD.COM i ____- _ -Y +1 415-285-9193 Consultant _ Stamp ML 7 - - - 1y f a I1 t ' _ e - Printing Date ,.� ' -rR y "?. _ *•.', COST MODEL DRAWINGS 05.04.2020 SOUTH EAST PERSPECTIVE VIEW •- ... ,�,,.: f':. ' ' - ? :, "`. 'f� .... o _ r ti � �.� , L BRIDGING DOCUMENTS 100%SD 06.01.2020 i' - r Pl r its. , ,;+T �•_ A PROJECT TEAM PROJECT DATA VICINITY MAP SHEET INDEX ARCHITECT PROJECT LOCATION: CUPERTINO PUBLIC LIBRARY PROGRAM EXPANSION BUILDING GENERAL EHDD ARCHITECTURE L +TPV $ En PIER 1, BAY 2 PROJECT SCOPE: Ll z G0.00 COVER SHEET AND INDEX THE EMBARCADERO APPROXIMATELY 5,600 SF TWO STORY ADDITION OF PROGRAM SPACE, RESTROOMS, Q G0.01 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS SAN FRANCISCO, CA 94111 STORAGE, PANTRY F;�rihwaadr G0.02 CODE ANALYSIS T: (415) 285-9193 Junfpero Serra Fwy G0.03 ACCESSIBILITY SITE PLAN Revisions and Description Date F LLc-.112Ave G0.04 LIFE SAFETY PLAN AND CODE REVIEW APPLICABLE CODES (BASIS OF DESIGNS lfll����s k�Qa CIVIL ENGINEER CODE REQUIREMENTS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: at G�.Ipo�tlllo G3.01 ACCESSIBLE MOUNTING HEIGHTS Geraena br �k Apartment Homes G4.01 PERSPECTIVE VIEWS SANDIS APPLICABLE STATE CODES: -- 1700 S WINCHESTER BLVD. #200 2019 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, CBSC zileyGreenOr CIVIL CAMPBELL, CA 95008 2019 CALIFORNIA BUILDING CODE CBC PART 2 CBSC 5 Apple po ralt� L9oop ,,s a ( )> Tmporari': closed llkeknmii C1.0 COVER SHEET 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, CBSC > + -n W C1.1 NOTES T: (408) 636-0900 2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, CBSC 3C2.0 TOPOGRAPHIC SURVEY 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, CBSC +�4diq ct Z Z ' 2019 CALIFORNIA ENERGY CODE (CPC) PART 6, CBSC Grl� �r 0 C3.0 DEMOLITION PLAN STRUCTURAL ENGINEER 2019 CALIFORNIA FIRE CODE PART 9, CBSC GrmolOaf[*T 0 � C4.0 SITE ACCESS AND PARKING PLANS Grecnlar10r ��t C5.0 GRADING AND DRAINAGE PLAN 2019 CALIFORNIA EXISTING BUILDING CODE PART 10 Milfard der in putsba!Or C6.0 UTILITY PLAN Grenala�r DAEDALUS 2019 CALIFORNIA GREEN BUILDING CODE PART 11 V 2 zr Apple Tree Ln 12930 SARATOGA AVE 2019 CALIFORNIA REFERENCED STANDARDS, PART 12, CBSC Rp C7.0 CONSTRUCTION DETAILS +� SARATOGA, CA 95070 2019 CALIFORNIA EXISTING BUILDING CODE PART 10 `I) C8.0 EROSION CONTROL PLAN Fsr flr D4KIcr 4 Fr m C8.1 EROSION CONTROL DETAILS T: (408) 517-0373 TITLE 8 C.C.R., CH. 4, SUB-CH. 6-ELEVATOR SAFETY ORDERS '° 3 TITLE 19 C.C.R., PUBLIC SAFETY, SFM REGULATIONS m Hezalhroak ar Peat rre C9.0 FIRE ACCESS PLANS Rumford Dr "amwtr f m � +° r � S MECHANICAL/ ELECTRICAL/ PLUMBING ENGINEER APPLICABLE FEDERAL CODES & STANDARDS: E�i� ll,ur z ARCHITECTURAL 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, TITLE II V GAYNER ENGINEERS Garden nor 0 > > A0.11 SITE PLAN 17 311 POST STREET OCCUPANCY CLASSIFICATION & TYPE OF CONSTRUCTION: � vaned Dr Farest Air E SAN FRANCISCO, CA 94109 OCCUPANCY TYPE A-3, CONSTRUCTION TYPE II-A; SPRINKLERED A0.12 SITE PLAN - CONSTRUCTION LOGISTICS T: 415 474-9500 IVOI'CI1'1,rt _ A1.01 LEVEL 1 - DEMOLITION PLAN ( ) 1onbrook Apartment A1.02 LEVEL 2 - DEMOLITION PLAN A2.11 LEVEL 1 & 2 - FLOOR PLANS Alvas of Marina F o A2.12 ROOF PLAN N vahealo A2.21 LEVEL 1 & 2 FINISH PLANS 9' A2.41 LEVEL 1 - FURNITURE PLANS Guerl�� Merril Prk� �- llti�hl Mork E m A2.42 LEVEL 2 - FURNITURE PLANS J 1 4 A3.01 BUILDING ELEVATIONS Q I A3.11 BUILDING SECTIONS z PITIlz Coffee l �' I n C A3.12 BUILDING WALL SECTIONS t +�rasic �Iv� Ip Stw�ns CE��k��'� A4.01 ENLARGED TOILET PLANS & ELEVATIONS w Ike's Sand � ches _ f:-�• � � � A5.01 INTERIOR ELEVATIONS X I - A6.01 LEVEL 1 & 2 - REFLECTED CEILING PLANS w -i5 i A7.01 STAIR PLANS AND SECTIONS Scale >_ 9(, A9.01 TYPICAL ACOUSTIC DETAILS 1211 = 1'-0" wNeld Or pp call Ave m De Anza fa a The i lirtfe A rt r r 1 e n Price Ati STRUCTURAL Drawn by Fv' g a Author In I zz 0 -P Treece, EHDD Job Number S0.11 NOTES S0.12 GENERAL NOTES Rodrigues Ave S2.11 LEVEL 1 FRAMING PLAN 20013 w - %elty or Las Ona�s S2.21 BRACE FRAME FRAMING ELEVATIONS Q CupeirCirio Library � S3.11 TYPICAL CONCRETE DETAILS Y Sheet Title D a S3.12 TYPICAL CONCRETE DETAILS COVER VE R H E ET AND o � .K V3 �, S5.11 TYPICAL STEEL DETAILS o Golf Ran get, :E LlQ S5.12 TYPICAL STEEL DETAILS INDEX a S5.13 TYPICAL STEEL DETAILS Cheryl a+ S5.21 COLD FORMED STEEL DETAILS E F Ifr �� S5.22 COLD FORMED STEEL DETAILS o a Mc-Velllan Fed 14kY1oP Awl ,� nr R�gnart Creek � , Sheet Number I c� E U) m0000 D 0 Communita elo pm en t Department CUPERTINO FE IPlannicig Ivisl TE T RAL ABBREVIATIONS ARCHITECTURAL REFERENCE SYMBOLS PROJECT GENERAL NOTES CUPERTINO PPR/ R�p A Case# /s -2020-004 PUBLIC Approval Body: Ad°di HeaNGTE: BUILDING SECTION DOOR IDENTIFICATION MARK 1. VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE ARCHITECT LIBRARY Approval Date o 08i 7i ;_.ions listed below appear in the documents IMMEDIATELY OF ANY DISCREPANCY OR VARIATION. DO NOT PROCEED WITH AFFECTED EXPANSION Signature I Cl YOU Akhrowiations I whether or not the contain periods BLDG SECTION NUMBER WORK UNTIL THE VARIATION OR DISCREPANCY IS RESOLVED. co se�h„�ge apply y p X SIM A3E3 DOOR OPENING MARK 3. Definitions for abbreviations for particular drawings may appear on those drawings. Abbreviations for engineering drawings may appear on the general information sheets for those �I'scipines. - 2. DO NOT SCALE DRAWINGS. IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, 10800 TORRE AVENUE &..............................................................And (D)....................................................Demolish GRTG...................................................Grating P.C. CON..........................Pre Cast Concrete TS..................................................Tube Steel W............................................................Water DIRECTION OF VIEW o CONSULT ARCHITECT FOR DIRECTION BEFORE PROCEEDING. CUPERTINO, CA 95014 ..........................................Angle in Degrees D...........................................................Depth GSM..........................Galvanized Sheet Metal PCP.........................Portland Cement Plaster TV.....................................................Television W.............................................................West WINDOW AND LOUVER TYPE MARK /...........................................................An le D.A...........................................Drainage Area GT...........................................................Grout PED................................................... TYP.......................................................Typical W............................................................Width SHEET WHERE DRAWN g 3. PLAN DIMENSIONING: DIMENSIONS ARE T0: @................................................................At D.CL............................................Door Closer GUT.......................................................Gutter PERF..............................................Perforated W/............................................................With W-X WINDOW MARK FACE OF INTERIOR GYPSUM BOARD D. ...............................................Dou Douglas Fir GV................................................Gravit Vent PERIM..............................................Perimeter UFCI...Owner Furnished, Contractor Installed WO............................................Where Occurs O X.................................................................By g Y FACE OF EXT. FINISH D.H.............................................Double Hun GWB.................................G sum Wall Board PERM.............................................Permanent UFUI...........Owner Furnished, Owner Installed W/O.....................................................Without C.....................................................Centerline g Gypsum CENTER LINE OF COLUMN GRID o.......................................Diameter or Round DBL......................................................Double GYP BD...................................Gypsum Board PERP.........................................Perpendicular UNEX...........................................Unexcavated W/D...........................................Washer/Dryer WALL SECTION FACE OF DOOR JAMBS (E)......................................................Existing DIA...................................................Diameter GYP....................................................Gypsum PL...........................................................Plate UNFIN..............................................Unfinished WC..............................................Water Closet LEVEL LINE DEG.................................................. Degree GYP PLAS..............................G sum Plaster PI.P......................................Poured-in-Place UON...........................Unless Otherwise Noted WD......................................................... Wood �� NAME OF LEVEL (N)...........................................................New ��• g Gypsum � WALL SECTION NUMBER 4. HEIGHTS SHOWN OR NOTED AFF (ABOVE FINISH FLOOR)ARE TO BE MEASURED FROM TOP 6hcl I P............................................................Plate DEMO.............................................Demolition PLAM....................................Plastic Laminate UTIL........................................................Utility WDW...................................................Window SIM SECOND X OF FINISH FLOOR MATERIAL. EXCEPTIONS: AT AREAS THAT RECEIVE CARPET OR ° .....Percent DEPT............................................Department H PLAM....................High Pressure Laminate PLAS....................................................Plaster W GL..............................................Wire Glass LEVEL+10'-0' RESILIENT FLOORING, HEIGHTS ARE MEASURED FROM TOP OF CONCRETE. #.........................................Pound or Number DET.......................................................Detail HB...................................................Hose Bib PLYWD, PWD....................................Plywood VAP........................................................Vapor W.H..................................................Wall Hung DIRECTION OF VIEW �--- INDICATES HEIGHT DF.......................................Drinking Fountain HCMU.............Hollow Concrete Masonry Unit PNL........................................................Panel VAP.BAR....................................Vapor Barrier WLD.....................................................Welde II II �................................................Property Line d ABOVE PROJECT DATUM 5. IF DRAWING IS LESS THAN 30 X 42 , IT HAS BEEN REDUCED FROM ORIGINAL. 2...........................................................Square DFR..............................................Door Frame HD..........................................................Hand PT, PTD..................................................Paint VAP PRF......................................Vapor Proof WP.........................................Waterproof(ing) DIF..................................................Difference H.D...............................................Hand Dryer POL....................................................Polished VAT....................................Vinyl Asbestos Tile W.P............................................Working Point SHEET WHERE DRAWN ROOM NAME AND NUMBER 6. DETAILS SHOWN ON DRAWINGS SHALL BE INCORPORATED INTO THE PROJECT AT ALL ................................................... A.0........................................Air Conditioning ................................................... ........................................... .................................. .................... APPROPRIATED LOCATIONS WHETHER SPECIFICALLY REFERENCED AT EACH LOCATION OR DIFF Diffuser HDR .Header POLY VAVVariable Air Volume WP MEMBWaterproof Membrane PIER 1 , BAY 2 A/V..............................................Audio Visual DIM.................................................Dimension HDWD.............................................Hardwood POS.....................................................Positive VB..................................................Vinyl Base WR.........................................Water Resistant Room Name NOT. THE EMBARCADERO DISP................................................Dispenser HDWE..............................................Hardware PREFAB.....................................Prefabricated VCT..............................Vinyl Composition Tile WS........................................Weatherstripping 1 SAN FRANCISCO, CA 94111 AB................................................Anchor Bolt 01 DIST..................................................Distance HGR.....................................................Hanger PREFIN..........................................Prefinished VDT.............................Video Display Terminal WSCT...............................................Wainscot ABRSV..............................................Abrasive . . EXTERIOR ELEVATION 7. INSTALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS, AND OTHER SUPPORT FOR INFO EHDD.COM DIV................................................. . . .Divider HM........................................ ... .Hollow Metal PR........................................................... Pair VENT.......................... . .... . . ..... . ..Ventilator WT................................................... .. . ABV......................................................Above � � � � � � � � � � • � . Weight FIXTURES, EQUIPMENT, SHELVING AND CASEWORK. DLV..............................................Door Louver H.M.D.................................Hollow Metal Door PROJ....................................................Project V.E.J.........................Vertical Expansion Joint WTRPRF....................................Waterproofing REVISION NUMBER AND EXTENT +1 415-285-9193 ACC..............................................Accessible ELEVATION NUMBER DMPF........................................Dampproofing H.M.F...............................Hollow Metal Frame PROP.................................................Property VERT....................................................Vertical WSP........................................Wet Stand Pipe �� ACOUS.......................................Acoustic (al) "" AX.X. X AND DIRECTION REVISION NUMBER - 8. PROVIDE GYPSUM WALL BOARD OR PLASTER BEHIND AND AROUND ALL OPENINGS ACP.....................Acoustical Concrete PavingDMPR.................................................Damper HNDRL............................................Hand Rail P.SH........................................ . ..Purse Shelf VEST.......................... .. .. .Vestibule � � � � ���•����•����•�•� SEE REVISION HISTORY INCLUDING WALL CABINETS, RECESSED FIRE HOSE VALVE AND FIRE EXTINGUISHER ACU...............................Air ConditioningUnit DN..........................................................Down HO.................................................Hold-Open P.T.......................................Pressure Treated VFAT........................Vinyl Faced Acoustic Tile � � � •���� � ON THE TITLE BLOCK CABINETS, ELECTRICAL PANELS AND ELECTRICAL BOXES WHERE REQUIRED BY CODE TO DOP..........................................Door Opening HORIZ.............................................Horizontal PTN....................................................Partition VIF............................................Verif In Field SHEET WHERE DRAWN AWT......................Acoustical Wall Treatment p g Y OF EACH SHEET MAINTAIN FIRE RATED CONSTRUCTION SHOWN ON DRAWINGS. AD..............................................Access Door DR..........................................................Door HR...........................................................Hour P.T.R.........................Paper Towel Receptacle VIN...........................................................Vinyl AD.................................... DS............................................... .Downspout H.S.B................................High Strength Bolt PTD................................................ . .. . .Paint VNR......................................................Veneer .............Area Drain ' ' ' ' ' ' """"' ' 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL SUPERVISE ALL CUTTING AND DSP..........................................Dr Standpipe HT.........................................................Hei Height PV................................................Photovoltaic VTR....................................Vent through Roof PLAN DETAIL REFERENCE ADC............................Automatic Door Closer Yg g PATCHING OF FINISHED WORK ALREADY INSTALLED IF MADE NECESSARY BY ERRORS, EXTENT OF CURRENT DST.................................................Door Stop HTG....................................................Heating PVC.....................................Polyvinyl Chloride VWC..................................Vinyl Wall Covering ADDL..............................................Additional - REVISION CHANGES, OR OTHER REASONS. ALL REPLACEMENT WORK SHALL MATCH ADJOINING Consultant DT....................................................Drain Tile HTR......................................................Heater SIM SURFACES WITH NO VISIBLE MARKINGS OF REDO/REPAIR WORK. ADH.................................................Adhesive X DUPL................................................Duplicate HV........................... ....Hose Valve QT.................................................... Quart DETAIL NUMBER ADJ...............................................Adjustable .............., X. KEYED NOTE MARK DWG..................................................Drawing HVAC.............. ......Heating, Ventilation and QT.................................................. Tile ADJC................................................Adjacent 10. FOR EQUIPMENT WEIGHING MORE THAN 400 LBS AND SUPPORTED DIRECTLY ON THE DWR...................................................Drawer Air Conditioning QTR.....................................................Quarter SHEET WHERE DRAWN, AFF...................................Above Finish Floor HYD """"""""""""""" "" FLOOR OR ROOF STRUCTURE AND FOR TEMPORARY OR MOVABLE EQUIPMENT AND FOR HYDR...............................................Hydraulic QTY.................................................... _ _ _ HYPHEN INDICATES �-- SEE CORRESPONDING AFG.............................Above Finished Grade DETAIL ON SAME SHEET. 1 NUMBERED KEY NOTE EQUIPMENT WEIGHING MORE THAN 20 LBS THAT IS SUPPORTED BY VIBRATION DEVICES (E)......................................................Existing QUAL....................................................Quality ARCH FLOOR PLAN SYMBOLS AFS................................Above Finished Slab ( 1 -'� SUSPENDED FROM THE ROOF, WALL OR FLOOR ANCHORAGE MUST BE ENGINEERED BY A E................ .... .... .............................. .. .East ID.................... .. . .. . .. . .......Inside Diameter ON SHEET WHERE AGGR.............................................Aggregate ' ' ' ' ' ' PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA TO MEET CCR TITLE 24 h I l IN Ele ctrical Inches R.............................................................Riser REFERENCE OCCURS AHR................................................ ....Anchor E l � PART 2. COORDINATE WITH STRUCTURAI DWGS ........................... ... . ....... ... . .. .... ... ac ............................................ nse Corner ...................................................... aus AHU.....................................Air Handling Unit EA ' ' ' ' Each INC Inside C RAD Radius DIMENSION SYMBOLS \1i Incandescent RBREDF........................Electric Drinking Fountain INCAND..................................... ncandescen .................. .... .... .. . uer — — — AL...................................................Aluminum """""""""'" RubberRbb MATCH LINE REFERENCE 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL SUPPORTS, EF................................................Electric Fan INDL.................................................Industrial RCP.............................Reflected Ceiling Plan 10' - 0" ALM.......................................................Alarm ANCHORS, CLIPS, FASTENERS, BRACES, AND REINFORCEMENTS FOR ALL ASSEMBLIES, ALT. EJ..........................................Expansion Joint INFO..............................................Information R.D.................................................Roof Drain DIMENSION SHOWN TO: FEXT ,� DRAWING WHERE Alternate - STRUCTURAL GRID o FIRE EXTINGUISHER DETAIL REFERENCE A101 CONTINUATION IS SYSTEMS, FIXED EQUIPMENT, ACCESSORIES, AND SO FORTH, THAT ARE A PART OF THE EL............................................ Elevation INL................................................. . .. .. .Inlet REC.................................................Recessed AMT....................................................Amount """ " BRACKET MOUNTED STRUCTURAL SYSTEM HAVE BEEN SHOWN SPECIFIED OR SIZED OR ARE REASONABLY ANN... ELAST.........................................Elastometric INSTL.............................................Installation RECMD............................Recommend Cation) - LAYOUT GRID FOUND ..........................................Annunciator SIM REQUIRED TO COMPLETE THE WORK IN CONFORMANCE WITH THE CONTRACT Stamp ELEC................................................Electrical INSUL...................................... . . ... Insulation REF.............................................Refer fence) — GRID LINE TYPICAL X p ANOD...............................................Anodized DOCUMENTS. THE CONTRACTOR SHALL ALSO PROVIDE CALCULATIONS FOR ALL SUCH ELEV............................................... Elevator INSUL PNL.............................Insulated Panel REFR...........................................Refrigerator � I FEC FIRE EXTINGUISHER DETAIL NUMBER DRAWING SIDE ANT....................................................Antenna "' """""""""' '. o � ITEMS AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. AP..............................................Access Panel EMER............................................Emergency INT.......................................................Interior REINF...................Reinforce (d) (ing) (ment) SURFACE MOUNTED EMP........................Electrical Metallic Tubing INV.........................................................Invert REM..............................................Removable DIMENSION SHOWN T0: SHEET WHERE DRAWN, APPROX................................Approximate (Iy) 10 - 0 - CENTERLINE OF 7 HYPHEN INDICATES DRAWING TITLE SYMBOLS 12. IF A DISCREPANCY EXISTS BETWEEN DRAWINGS, BETWEEN DRAWINGS AND ARCH.......................................Architect ural ENAM..................................................Enamel REQD........................................ . . ..Required( ) � � • • ASSEMBLY i � DETAIL ON SAME SHEET. SPECIFICATIONS OR WITHIN THE SPECIFICATIONS, SUCH DISCREPANCY SHALL BE ASPH..................................................As halt ENCL...............................................Enclosure JAN............................................. . . ... .Janitor REQMTS...................................Requirements FEC FIRE EXTINGUISHER \ p n - CENTER OF OPENING BASIC DRAWING TITLE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION OF SAID WORK. ASSN............................................Association ENGR...............................................Engineer J.B.............................................Junction Box RESIL................................................Resilient - CENTER OF EQUIP/ CABINET I 1 � DO NOT PROCEED WITH AFFECTED WORK UNTIL THE VARIATION OR DISCREPANCY IS EO..........................................Electrical0utlet JST..........................................................Joist RFG....................................................Roofing , View Name ASSY..................................... .........Assembly FURN SEMI-RECESSED 1 RESOLVED. • E.O.S..........................................Edge of Slab JT............................................................Joint RGTR............................................. ..Register \ / AC.........................................Acoustic Ceiling � CENTER LINE TYPICAL FEC FIRE EXTINGUISHER � _ _ � SCALE: 1/8" = 1'-0" 13. ATCH................................... . ... . EP..........................................Electrical Panel RH................................................Right Hand .Attachment CABINET RECESSED THE CONTRACTOR SHALL NOT FABRICATE OR INSTALL ANY WORK WHERE THEY HAVE AWG...............................American Wire Gage EQ.........................................................Equal KD...................................................Kiln Dried RLG.....................................................Railing g DIMENSION SHOWN TO: REASONABLE KNOWLEDGE THAT THE CONTRACT DOCUMENTS MAY BE IN CONFLICT WITH EQPT.............................................Equipment KO...................................................Knockout RM........................................................Room 10' - 0" - PARTITION ASSEMBLY APPLICABLE CODES OR INTERPRETATION OF THE AUTHORITY HAVING JURISDICTION. ANY EQUIV............... . .. . .. .. .... ..........Equivalent K.O.P......................................Knockout Panel RND.....................................................Round PLUMBING SYMBOLS SECTION DETAIL REFERENCE LAYOUT GRID LINES B.O.F.................................Bottom of Footing ' • • ' 'O - EDGE OF DOOR SUCH INFORMATION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE B.0.............................................. .....Built U ERECT............................................... KPL.................................................Kick Plate R.O............................... . .. ...Rough Opening p OPENING O ARCHITECT WHO SHALL ISSUE A RESOLUTION OF THE CONFLICT. ESMT..............................................Easement R.W.C..........................Rain Water Conductor 14. B.U.R........................................Built Up Roof - OTHER BUILDING TOILET - WALL HUNG "' SIM EXISTING GRID BB...........................................Bulletin Board EST......................................Existing to L...........................................................Length R.W.L................................Rain Water Leader ELEMENT X O IDENTIFICATION SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS SUCH ETR...................................Existing to Remain LAB................................................Laboratory ELEVATION NUMBER BC................................................Bridge Clip - WPT INDICATED ON THAT THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24 OF THE CALIFORNIA CODE OF Printing Date EWC..............................Electric Water Cooler LAM...............................................Lamination S............................. ...South (: BD........................................................Board ee Arc ""ctural DETAIL REGULATIONS, A CHANGE ORDER DETAILING AND SPECIFYING THE REQUIRED WORK EXC...................................................Excavate LATL....................................................Lateral S.A.D....................See Architectural Drawings URINAL - FLOOR/WALL COST MODEL DRAWINGS 05.04.2020 BETW...............................................Between GENERAL SYMBOLS HUNG SHEET WHERE DRAWN SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER BEFORE PROCEEDING WITH THE BRIDGING DOCUMENTS 100%SD 06.01.2020 BEV.......................................................Bevel EXIST..................................................Existing LAV...................................................Lavatory SAN....................................................Sanitary WORK. BIT UM...........................................Bituminous EXP BT...................................Expansion Bolt LB.......................................................Pound SASF...................Self Adhered Sheet Flashing p p BASE CABINETS ��° LAVATORY - BLDG.................................................Building COUNTERTOP EXP................................Ex Expanded/Expansion ansion LBR.....................................................Lumber SAWDF..Self Adhered Window & Door Flashing EXP JT...................................Expansion Joint LD.. p..........................................Linear Diffuser S.B.............................................S lash Block BLKG................................................Blocking O EXT.................................................. . Exterior LDG....................................................Landing SC...................................... . . .... .Solid Core BLW......................................................Below ' ' ' ' ' � INTERIOR ELEVATION REFERENCE i i EXTN...............................................Extension LDR...................................................... S.C.D................................. Civil Drawings BASE AND WALL O LAVATORY - -- BM.........................................................Beam ----�---- EXTR................................Extrusion, Extruded LF.................................................Linear Foot SCHED..............................................Schedule ARCHITECTURAL GENERAL NOTES BM...............................................Bench Mark — � — - CABINETS PEDESTAL/WALL HUNG - BOT.....................................................Bottom LG........................................................Length S.DET.....................................Smoke Detector AX.XXX X I NEW GRID BP.................................................Base Plate F/...........................................................From LH...................................................Left Hand SD...............................................Storm Drain IDENTIFICATION BRDG................................................Bridging F&F........................Furniture and Furnishings LIB.......................................................Library SECT...................................................Section ----- WALL CABINETS UTILITY SINK `� ELEVATION NUMBER AND � Q BRG...................................................Bearing FA...................................................Fire Alarm S.E.D.........................See Electrical Drawings DIRECTION OF VIEW 1. THE FOLLOWING GENERAL NOTES APPLY TO ALL A-SERIES DRAWINGS. FBD................................................Fiberboard LIN.........................................................Linear S.EX.D...........................See Exhibit Drawings �� BRKT..................................................Bracket SHEET WHERE DRAWN BRS.......................................................Brass FD.................................................Floor Drain LIQ.........................................................Liquid SF................................................Square Feet TOILET PARTITION AND DRINKING FOUNTAIN / EWC 2. FOR GENERAL NOTES APPLICABLE TO ALL DRAWINGS REFER TO THE "PROJECT GENERAL B RZ.....................................................Bronze FDMPR........................................Fire Damper LKR.......................................................Locker SGL........................................................Single DOOR NORTH ARROW REFERENCE NOTES". BS.................................................Both Sides FDN...............................................Foundation LL....................................................Live Load SHT...............................................Sheet (ing) Revisions and Description Date FEC........................Fire Extinguisher Cabinet LOC...................................................Location SHV............................................Shelves (ing) ° PARTITION TYPE IDENTIFICATION MARK PROJECT 3. FOR NON A-SERIES GENERAL NOTES AND SYMBOLS REFER TO APPLICABLE DRAWINGS. BSMT.............................................Basement ��� JANITORS RECEPTOR FEXT....................................Fire Extinguisher LONG...........................................Longitudinal SIM.......................................................Similar NO FF.................................................Finish Floor LT............................................................Light SL...........................................................Slope I I ' HANDRAIL A3E3 SEE PARTITION SYMBOL 4. THE A-SERIES DRAWINGS ARE A PART OF A LARGER SET OF DRAWINGS. REVIEW AND C..............................................................Civil COORDINATE THE WORK ALL ASPECTS OF THE CONTRACT DOCUMENTS. CAB...................................................Cabinet FGL.................................................Fiberglass LT. WT.........................................Light Weight S.L.A.D....................See Landscape Drawings F=7 DESCRIPTION ON SHEET FH............................................... . . BATHTUB CPT.....................................................Carpet . . Fire Hose LTG.....................................................Lighting SLV........................................................Sleeve A9.X.X CAV......................................................Cavity FHC...................................Fire Hose Cabinet LTG. PNL..................................Lighting Panel S.M.D......................See Mechanical Drawings — — BUMPER GUARD C.B.............................................Catch Basin FHCS.......................Flat Head Counter Sunk LVR.......................................................Louver SMS.................................Sheet Metal Screws CG CG CEM...................................................Cement F.H.V.E.0.......................Fire Hose Valve and LW PLAST.........................Lightweight Plaster SND.......................Sanitary Napkin Dispenser............................................... . Fr � SHOWER CER. .Ceramic . ...... ........................Extinguisher Cabinet SNR.....................Sanitary Napkin Receptacle CORNER GUARD FN CFM............................Cubic Foot per Minute F.H.W.S......................Flat Head Wood Screw M.B............................................Machine Bolt SPC.......................Suspended Plaster Ceiling FIN ..Finish MAC RM..................................Machine Room S.P.D.........................See Plumbing Drawings EG C & G.................................Curb and Gutter CFLG...................................Counter Flashing FIN.FL...........................................Finish Floor MAINT.........................................Maintenance SPEC.........................' ................Specification :1 EDGE GUARD C.G...........................................Corner Guard FIN GR........................................Finish Grade MAN.....................................................Manual SPKLR...............................................Sprinkler FLOOR DRAIN IN SLOPING ARCHITECTURAL MATERIAL INDICATIONS MODULAR LAYOUT DETAIL NUMBER CA...........................................Ceilin Height FIXT......................................................Fixture MAS...................................................Masonry SPKR..................................................Speaker FLOOR CHAN................................................Channel g g FL............................................................Floor MATL..................................................Material SPLY.....................................................Supply OVERHEAD ITEMS CHFR................................................Chamfer FLDG...................................................Folding MAX.................................................Maximum SQ........................................................Square UNDER-COUNTER SECTION DETAIL MODULE LAYOUT CHK BD.....................................Chalk Board FLR................................................Floor (ing) M.B.H.................................Mop/Broom Holder SQ FT..........................................Square Foot ITEMS CIP..........................................Cast-in-Place FLUOR.........................................Fluorescent MECH....................................... ....Mechanical SQ IN..........................................Square Inch 20 16 12 ® ® DETAILS ARE NUMBERED ACCORDING TO CJ......................................Construction Joint FOC....................................Face of Concrete MEP............... Mechanical/Electrical/Plumbing SQ YD.........................................Square Yard F EARTH PLYWOOD THEIR LOCATION ON EACH SHEET AND CL................................................Center Line FOF..........................................Face of Finish MEMB.............................................Membrane SS...........................................Sanitary Sewer I NOT-IN-CONTRACT ARE NOT NUMBERED CONSECUTIVELY. FOM.....................................Face of Masonry MTL................................................... . . NIC AGGREGATE BASE WOOD CLG................................................ ....Ceiling Y . . .Metal S.STL.. ...................................Stainless Steel I ITEMS � � 19 15 11 O 0 EACH MODULE MAINTAINS THE NUMBER CLJ. FOS..........................................Face of Studs MEZZ..............................................Mezzanine S.S.M.B.............Stainless Steel Machine Bolt O COURSE ASSOCIATED WITH IT ..........................................Control Joint 0 CONCRETE RIGID INSULATION CLO........................... .........Closet FOSTL.......................................Face of Steel MFR............................................Manufacturer S.S.D........................See Structural Drawings CLR........................................................Clear FPRF...........................................Fireproofing MH.....................................................Manhole STA......................................................Station THIS SYSTEM CAN BE APPLIED TO ANY DOOR AND INTERIOR OPENINGS SYMBOLS 18 14 10 6 2 FR.................................................Fire Rating MIN...................................................Minimum STD...................................................Standard e CMPST...........................................Composite g CONCRETE MASONRY UNIT � MINERAL FIBER INSULATION DRAWING THAT CONTAINS MULTIPLE 6 FRP............................Fiber Reinforced Panel MIR........................................................ STL.........................................................Steel IMAGES. THE IMAGES ARE NUMBERED m CMU...........................Concrete Masonry Unit o CNR.....................................................Corner F.R.P.T........Fire Retardant Pressure Treated MISC......................................... STOR...................................................Storage BRICK MASONRY BATT INSULATION ACCORDING TO THE MODULE SYSTEM ...........Counter F.R.T...........................Fire Retardant Treated MLDG.................................................. STRUCT..................................... (al) O O O O O SHOWN ILLUSTRATED TO THE LEFT M CNTR..................................... DOOR OPENING MARK 17 13 9 5 1 7 FS.....................................................Far Side M.0...................................... Opening SURF...................................................Surface CO.........................................Cased Opening STEEL, STAINLESS PLASTER, MORTAR, SAND, FIREPROOFIN , —I F.S............................................. . ....Full Size MOD.............................................. (ar) SUSP....................................... . ....Suspended N EACH DETAIL MAY OCCUPY ONE OR � C.O........................................ ........Clean Out �� 2 PANEL BI-FOLD DOOR STEEL Q FSH..................................Fire Sprinkler Head MTD...................................................Mounted SUSP. CLG........................Suspended Ceiling SINGLE OPENING DOOR MORE WHOLE MODULES. THE DETAIL � COL....................................................Column 122 COMB.........................................Combination FSP..........................................Fire Standpipe MTG..................................................Mounting SVCE...................................................Service ALUMINUM � GYPSUM BOARD MODULE IS USED TO ESTABLISH THE z .Multi Multiple SVCE.SK......................................Service Sink Lu COMP..............................................Compact FSTNR..............................................Fastener MULT.................................................. p N �� IDENTIFYING LABEL FOR EACH DETAIL N — PAIR - BI FOLD DOOR U COMPL........................................Com liance F.T...............................................Fire Treated MWP.......................Membrane Waterproofing S.W....................................................Sidewalk � DOUBLE ACTING DOOR NOT TO LIMIT THE SIZE OF THE DETAIL p 122 STONE COMPOSITE BOARD a COMPT.....................................Compartment FT...............................................Foot or Feet FT Lu CONC...............................................Concrete FTG.....................................................Footing N..............................................................North SYM.....................................................Symbol FURN................................................Furniture NA............................................Not Applicable SYS......................................................System %%%%%%% SOLID SURFACE ACOUSTIC CEILING TILE Scale 771 } CONE..........................................ConferenceF ������� DETAIL NUMBERING EXAMPLE � FURR...................................................Furring NIC........................................ in Contract N As indicated Q CONN...........................................Connection OVERHEAD ROLLING � FUT.......................................................Future NPRN...............................................Neoprene T................................................................Tee PAIR DOORS - EQUAL SIZES 20 ® THE NUMBER OF THE MODULE WHICH m CONSTR.....................................Construction � DOOR WOOD FRAMING - ACOUSTIC PANEL Drawn b F.V.0......................Fire Hose Valve Cabinet NO...................................................... T.C.S................Terne-Coated Stainless Steel Y J CONT.................................Continuous (ation) CONTINUOUS OCCURS IN THE LOWER LEFT CORNER 0 CONTR. FXTR....................................................Fixture NOM........................................... . . . .Nominal T.D.R...................Towel Dispenser/Receptacle Author ......................................Contract (or) ' ' ' ' N OF A SINGLE MODULE OR SEVERAL z N BUILDING PAPER & FABRIC COORD....................................... ..Coordinate NTS............................................Not to Scale T&G.................................Tongue and Groove WOOD FRAMING - 19 15 7 MODULES GROUPED TOGETHER WILL ~ GA...........................................Gage or Gauge TEL... .........................Telephone PAIR DOORS - UNEQUAL DISCONTINUOUS FLASHING O O O EHDD Job Number � CORR................................................Corridor """"""""""" ,�,,,,�,,,, DEFINE THE FINAL DETAIL NUMBER AS GAL................................................ . .. .Gallon O/.......................................................... .Over TEMP....................Temperature or Temporary SIZES EXPANDED METAL LATH 2O013 a COV PL........................................Cover Plate SHOWN IN THE ILLUSTRATION TO THE Z) C.P. GALV.............................................Galvanized OA........................................................Overall TER....................................................Terrazzo INTERIOR GLAZED ..........................................Control Panel LEFT. ALTHOUGH THE MODULE U .............. N WINDOW -X—X—X WIRE MESH 10 © O NUMBERS OCCUR IN CONSECUTIVE CPT. .......Carpet GB................................................. Grab Bar O.C................... . .. . .. . . .On Center THK..................................................Thickness Sheet Title r', CRC...............................Cold Rolled Channel GDR............................................... Rail OD....................................... Diameter THRES............................................. PAIR DOORS - DOUBLE ORDER, NOT ALL NUMBERS ARE o CRL................... Carrel GEN................................................ OFCI...Owner Furnished, Contractor Installed THRU.................................................. EGRESS ELEVATION - PLAN - RCP NECESSARILY USED ON EACH SHEET ARCHITECTURAL ............................... . . o GENL..................... .. . . . .....General OFOI..........Owner Furnished, Owner Installed TK BD..........................................Tack Board NCS................................................Cast Stone . . . . ............. . 17 0 p G.F.R.C.....Glass Fiber Reinforced Concrete OFF........................................................Office TMPD............................................... ABBREVIATIONS �' C.S.B.........................Concrete Splash Block .............:..Tempered } PLASTER / GLASS � GL..........................................................Glass OPNG.................................................Opening T.O............................................ ..Top of it a) CSMT.............................................Casement E GMKD.............................Grand Master Keyed OPP................................................... T.O.B......................................... of Beam O�N DOOR WITH SIDE LIGHTD AND SYMBOLS CSWK.............................................Casework o CT GND.....................................................Ground OPP HID................................... Hand T.O.0.......................................... of Curb 0 PERFORATED METAL ............................................Ceramic Tile VERTICAL GRAIN WOOD o CTD & R..........................Combination Towel GOUT...........................................Government OUC........................................Outside Corner T.O.P...................................Top of Pavement m GP..........................................Gypsum Plaster OVC............................................ Current T.O.SL..........................................Top of Slab ..............Dispenser & Receptacle i SLIDING DOOR - BETWEEN HORIZONTAL GRAIN WOOD GYPSUM BOARD GR............................................Grade (e)(ing) OVFL..................................................Overflow T.O.S........................................... of Steel Sheet Number 122 JAMBS o CTR......................................................Center CEILING .� CTSK..........................................Countersunk GR.LN............................................Grade Line OVHD...............................................Overhead T.O.W...........................................Top of Wall GRL.........................................................Grille PLBG................................................Plumbing TPH..................................Toilet Paper Holder STONE • CU.........................................................Cubic ' CUB....................................................Cubicle GRP.......................................................Group PAR.....................................................Parallel TRANS.........................................Transparent SLIDING POCKET DOOR GSKT...................................................Gasket PC POLYCARB........................Polycarbonate TRD........................................................ 122 , - n CYL L........................................Cylinder Lock ` ', TERRAZZO D 0 FIECommunit4 elopment Department CUPERTINO Plannicig ivision-Cupertino T_ CUPERTINO PPROVED Case# � -2020-004, PUBLIC Approval Body: AdHi Hear OODE ANALSYIS LIBRARY Approval Date N 08/ Signature T_ n Yau EXPANSION C 5e%UffbING CODE ANALYSIS SECTION NO. 7C: INTERIOR WALLS 10 MEANS OF EGRESS CHAPTER 10 (CBC, u.o.n.) A. Fire Barriers 707 A. Occupant Load Factors 10800 TORRE AVENUE 1. Extend from floor to floor 707.5 p 1 APPLICABLE BUILDING CODE CUPERTINO, CA 95014 2. Openings limited to 25 percent of length of wall 707.6 Function of Space Occupant Load Factor A. 2019 California Building Code(CBC) 3. Applies to shafts exit enclosures occupancy separations,fire control room fire um 707.3 L. Exit Signs 1. Accessible means of egress are required in the same numbers as required for other means pp � p Y p pump Assembly without fixed seats: concentrated 7 net of egress Part 1-California Administrative Code room, incidental use areas,and other areas as noted. g Table 1004.1.2 Part 2-California Building Code CBC 4. Opening protection Type IIA Table 716.5 Assembly without fixed seats: unconcentrated 15 net Part 3-Electrical Code CEC Wall Type Opening Rating Accessory storage areas/Mechanical equipment rooms 300 gross 1010.9 Part 4-Mechanical Code CIVIC Shaft/Exit Enclosure 1 hr(less than 4-stories) Part 5-Plumbing Code CPC Q. Handrails and 1. Shall be provided on both sides of stairs and ramps greater than 6 inches 1009.15, 1010.9 B. Travel distance- Occupancy Travel Distance :x Part 6-Energy Code Guards � � ■ Door.shutter/window 1hr Group A-3 250 feet Part 7-Not Used: Elevator Code Now will be Title 8 of CCR Table 1017.2 2. Intermediate handrails to be provided when necessary, so that all arts of egress capacity 1012.9 -" B. Shaft Enclosures 707 Group B 300 feet p y� p g p Y Part 9-Fire Code CFC 1. Duct systems constructed of approved materials in accordance with the CIVIC that penetrate non-fire-resistance-rated on stairs and ramps are within 30 inches of a handrail Part 10-California Existing Building Code floor assemblies shall be protected by any of the following methods: C. Corridors: Corridors 2. Dead ends may not exceed 20 feet in Group A-3 occupancies Table 1020.1 Part 11-California Green Building Standards Code CGBSC 1020.4 Part 12-Referenced Standards a.A shaft enclosure in accordance with Section 713. 3. Guards required on elevated surfaces with an adjacent drop more than 30 inches 1013.2 b.The duct connects not more than two stories, and the annular space around the penetrating D. Minimum number of Occupant Load Number of Exits 1006.2 4. Guards required to be 42 inches high minimum 1013.2 PIER 1, BAY 2 2 BUILDING DESCRIPTION duct is protected with an approved noncombustible material that resists the free passage of 1 thru 49(typical) 1 THE EMBARCADERO Two story Library expansion for Program rooms; accessible bathrooms; pantry; storage flame and the products of combustion. 717.6.3 50-500 2 SAN FRANCISCO, CA 94111 501-1,000 3 5. Guards shall have opening protection that will not allow a 4 inch diameter sphere to pass 1013.4 c.The duct connects not more than three stories, and the annular space around the INFO@EHDD.COM+1 415-285-9193 penetrating duct is protected with an approved noncombustible material that resists the free E. Minimum number of Occupant Load (per story) Number of Exits(per story) Table 1006.3.1 passage of flame and products of combustion and a fire damper is installed at each floor line. per conditions 1 3 OCCUPANCY CHAPTER 3 1-500 2 2. Not required for floor openings per the following: 501-1,000 3 Library Patrons:Adults and Children Over 1,001 4 R. Exit Signs 1. Not required in rooms or areas requiring only one exit 1013.1.1 Building Area Occupancy In other than Group 1-3, a floor opening that is not used as one of the applications listed in this section shall be Multipurpose program rooms Group A-3 Nonseparated occupancy 303.4 permitted if it complies with all of the items below: 2. Required at exit and exit access doors and other areas so that no place in a corridor is more Pantry/Storage Group B Nonseparated 304.1 a. Does not connect more than 2 stories F. Vertical Exit 1. Required rating-1 hour fire barrier than 100 feet from an exit sign 1013.1 occupancy/Accessory Enclosures Storage 5 Nonseparated 311.3 3. Unenclosed stairs and ramps -Existing Stair 1: Exit access stairway that atmospherically 1023.2 3. Exit signs may be either internally or externally illuminated 1013.3 Consultant occupancy/Accessory b. Does not contain a stairway or ramp required by CBC 10 712 1 9 communicates between only two stories. 4. Illumination required to be on emergency power with 90 minute duration 1013.6.3 c. Does not penetrate a horizontal assembly that separates fire areas or smoke barriers that 1019.3.1 separate smoke compartments G. Exterior Exit Stairs 1. Shall be adjoined by yards, courts, or public ways 4 GENERAL BUILDING HEIGHTS AND AREA/MIXED USE AND OCCUPANCY CHAPTER 5 d. Is not concealed within the construction of a wall or a floor/ceiling assembly and Ramps 5. Emergency evacuation signage required. Title 19 2. Must be open on at least one side 1027.4 S. Exit Access 1. Egress shall not pass through adjoining rooms except where such rooms are accessory, not 1016.2 4A: BUILDING HEIGHT e. Is not open to a corridor in the Group I occupancy � high-hazard, and provide a discernable path to an exit A. Multiple buildings on Civic Center campus For code purposes, assumed property lines are used. 503.1.2 3. Fire separation: 1-hr rated within 10, openings shall be 3/4-hr rated. 1027.3 f. n/a 1023.7 B. Building height is 31'-0"to top of parapet 504.3 g. Is separated from floor openings and air transfer openings serving other floors by H. Exit Discharge 1. Exterior stairways and ramps shall be located 10 feet from adjacent lot lines and from 2. Common path of travel limited to 75 feet in Group A when the building is equipped with Table 1006.2.1 3. Elevator shafts 4B: BUILDING AREA 502.1 other buildings on the same lot 1027.5 sprinklers FLOOR LEVEL EXPANSION A-3 GSF Existing LIBRARY-B GSF TOTAL GSF(NON SEPARATED) 1 hr rated for elevators serving A-3 and B Occupancy(less than 4-stories) 713.4 1.1 Assembly Exit Assembly Other Exit: Not less than one exit shall discharge on a street or an unoccupied space 1029.3 Level 1 2,816 27,150 29,966 of not less than 20 feet in capacity that ajoins a street or public way. Level 2 2,816 27,150 29,966 C. Smoke Partitions 710 3. Common path of travel in assembly seating area limited to 30 feet 1029.8 1. Unless stated otherwise, no fire resistive rating is required 710.3 Stamp TOTALS 5,632 54,300 59,932 3. When two or more exits are required,they shall be separated by one third the diagonal 1007.1.1.2 2. Continuous to membranes to limit the transfer of smoke and self closing doors. 710.4 dimension of the space in fully sprinklered buildings. 4C: ALLOWABLE AREA AND HEIGHT D. Hoistway opening protection is required except at the level of exit discharge.The opening protection shall be 3006.2 1.2 Assembly Occupant Assembly occupancies with an occupant load of 100 or more and 300 or less,shall have at 1029.3.1 provided by additional door comply with smoke and draft control reqruirements. 3006.3 13 ROOF ASSEMBLY AND ROOFTOP STRUCTURES CHAPTER 15 A. Table 504.3 Allowable building heights above grade plane 504.3 Loads least one required means of egress directly to an exit,or through a lobby that is not used to A. Roofing classification Table 1505.1 Occupancy Group A sprinklered with area increase,Type IIA: 65 feet access the other required exit. At least one exit shall discharge on a street or unoccupied Class B E. Penetrations 714 space of not less than 20 feet in width that adjoins a street or a public way. Occupancy Group B sprinklered,Type IIA:85 feet 27 EMERGENCY POWER CHAPTER 27 B.Table 504.4 Allowable number of stories A. Where required: Occupancy A Group,S with area increase,Type IIA:3 stories 2. Exit signs 2702.2.3 Occupancy B Group S Type IIA:6 stories 1. Through penetration fire stop systems protecting wall penetrations shall have an F rating equal to the rated wall 714.3.1.2 3. Means of egress illumination 2702.2.4 p Y p, Yp J. Accessible Egress Accessible spaces shall be provided with not less than one accessible means of egress. Where 1009.1 C.Table 506.2:Allowable area factor in square feet more than one means of egress are required by Section 1006 or 1022 from any accessible Occupancy Group A-3, SM without height increase:46,500 SF 2. Through penetration fire stop systems protecting rated horizontal assemblies not in a wall shall have an F and a T 714.4.1.1.2 space, each accessible portion of the space shall be served by accessible means of egress in at Ocupancy Group B sprinklered, 112,500 SF rating of 1 hour or equal to the rated assembly least the same number as required by Section 1015.1 or 1021.1. In addition to the D. Mixed occupancy of Group A-3 and B. 508.3 F.Concealed Spaces 718 requirements of this chapter, means of egress,which provide access to,or egress from, E. Frontage increase: Not used 506.3 buildings for persons with disabilities,shall also comply with the requirements of Chapter 11A F. Base Allowable area determination: Mix-occupancy, Nonseparated, multistory building,with most restrictive use of Group A-3 or 11B as applicable. Aa= [At+(NSX If)]X% (Equation 5-2) 506.2.3 8 INTERIOR FINISH CHAPTER 8 Printing Date Aa = [46,500+(5632 XO)]X 2=93,000 1.The common path of egress travel shall not exceed 30 feet(9144 mm)from any seat to a 1028.8 A. Wall and ceiling finishes classified by tests in accordance with ASTM E 84 803.1.1 point where an occupant has a choice of two paths of egress travel to two exits. COST MODEL DRAWINGS 05.04.2020 G.Complies 59,932<93,000 SF allowable Classification Flame Spread Smoke Developed BRIDGING DOCUMENTS 100%SD 06.01.2020 area C. Wall and Ceiling Finish Requirements 803 2. Where more than one exit,or access to more than one exit, is required,the 1005.5 sprinklered Corridors and enclosure for means of egress shall be configured such that the loss of any one exit,or access to one exit, 4D: FIRE ACCESS Group Interior exit stairways, interior shall not reduce the available capacity to less than 50%of the required capacity. A. Maximum distance from fire lane to an point on building elevation = 150 feet. Increased distances allowed for CFC 503.1.1b exit access stairways and exit Rooms and enclosed spaces Y p g exit ramps and passageways"' sprinklered buildings with the approval of the Fire Marshal. access ramps 3. Capacity of stairways is calculated for floors individually, not cumulatively. 1005.3.1 4E: OCCUPANCY SEPARATIONS A-3 B B C 4. Where occupants egress from one or more rooms, areas or spaces through others,the 1004.1.1.1 A. Incidental Uses N/A 509.1 design occupant load shall be the combined occupant load of interconnected accessory or B.Special Provisions N/A 510.1 intervening spaces. Design of egress path capacity shall be based on the cumulative portion of occupant loads of all rooms, areas or spaces to that point along the path of egress travel. 5 FIRE RESISTIVE REQUIREMENTS FOR BUILDING ELEMENTS CHAPTER 6 a.Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square Table 803.9 feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring 5. Egress width per occupant served, in sprinklered buildings 5A: CONSTRUCTION TYPE DESCRIPTION strips applied to a noncombustible base and fireblocked as required by Section 803.11.1. 1.Type IIA construction;exterior walls are of any noncombustible material permitted by this code [2013 CBC]. 602.2 Revisions and Description Date b.In buildings less than three stories above grade plane of other than Group I-3,Class C interior finish for Use Area Allowance for buildings with 5B: FIRE RESISTIVE REQUIREMENTS,CONSTRUCTION TYPE IIA sprinklered buildings shall be permitted in interior exit stairways and ramps. sprinkler A. Primary structural Frame: 1-hour Table 601,g B. Bearing Walls: c.Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions.Where a fire- Stairways 0.30 Inches 1005.3.1 resistance rating is required for structural elements,the enclosing partitions shall extend from the floor to the 2. Exterior: 1-hour Table 601 ceiling.Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one.In determining the applicable requirements for rooms and enclosed spaces,the Other egress component 0.20 inches 1005.3.2 2. Exterior: Based on fire separation distance(Table 602, below) Table 602 j.Class B materials shall be permitted as wainscotting extending not more than 48 inches above the finished floor in (Assembly) corridors and exit access stairways and ramps. Table 602: Fire-Resistance Rating Requirements for Exterior D. Suspended acoustical ceilings to be installed in accordance with ASTM C 635 or ASTM C 636 808.1.1.1 Walls(based on Fire Separation Distance) E. Interior floor finish 804 Occupant Width Required 10<_x<30 feet 1 hour Table 602 Interior floor finish to be Class I or Class II in all exit enclosures, exit passageways, corridors and unseparated areas. 804.4.1 0.30 inches 1005.3.1 Classification shall be in accordance with NFPA 253 x>_30 feet 0 hour Table 602 Class II 804.4.2 D. Floor construction &secondary members: 1-hour Table 601 EXCEPTION: Noncombustible floor finish and floor coverings in areas where restraint is not used may have carpet or 804.4.3 other floor covering materials applied in areas protected by an automatic sprinkler system and meeting ASTM Standard E. Roof construction &secondary members: 1-hour Table 601 G.Wood used in construction that is required to be fire retardant must be treated with fire retardant chemicals by a 2011 CTCFS 20.6 0.20 inches 1005.3.2 pressure impregnation process or other method that treats the materials throughout(as opposed to surface treatment). 7 FIRE RESISTENCE RATED CONSTRUCTION CHAPTER 7 7A: BUILDING SEPARATIONS(Actual Fire Separation Distance) 9 FIRE PR STECTION SYSTEMS:AUTOMATIC SPRINKLER SYSTEMS,AND FIRE ALARM CHAPTER 9 K. Lighting 1. Means of egress illumination to be 1 foot candle minimum (11 lux)at the walking surface 1008.2.1 SYSE A. East >200' Parking Lot property line until discharge at exterior B. West 112'-0" to east curb of Torre Ave 3. Emergency power provided for 90 minutes minimum 1008.3 _0 C. North >200' to Cupertino City Hall Automatic Sprinkler Systems � D. South 106'-0" to centerline of Parking Access road (DA. Sprinkler system provided throughout the building. 506.2 903.2.1.3 7B: EXTERIOR WALL OPENINGS B. Sprinklers installed in accordance with NFPA 13 903.3.1.1 a) Illumination under 1006.3.1 O C. Sprinklers required to be monitored by approved supervising station 901.6.1 emergency power must be 1 A.Table 705.8: Maximum area of exterior wall openings based on fire separation distance with unprotected openings in Table 705.8 C: foot candle average,with a O Fire Separation Distance (ft) Allowable Area E Fire Alarm Systems 907,907.3 minimum of 0.1 foot candles at any point with 1/40 max ratio. J 15 to less than 20 75% A. CBC 907.2.1.1 System initiation in Group A occupancies with an occupant load of 1,000 or more. 907.2.1.1 These may decline 40 percent at 20 to less than 30 No Limit B.Activation of the fire alarm in Group A occupancies with an occupant load of 1,000 or more shall initiate a signal using 907.5.2.2. the end of the emergency Z 30 or greater No Limit an emergency voice/alarm communications system. duration W C.ERRS If required by CBC 918 CFC U Fire Marshal 510 X W Scale PLUMBING FIXTURE CALCULATIONS Drawn by m CPC 2019 PLUMBING FIXTURE CALCULATIONS-CUPERTINO LIBRARY EXPANSION CPC 2019 PLUMBING FIXTURE CALCULATIONS-CUPERTINO LIBRARY EXPANSION _J Author O z U LALCULA I IUNb FIXTURE TABLE 4ZZ.1 FACTORS AND CALCULATIONS FIXTURE COUNT PFK CPC TABLE 4ZZ.1 EHDD Job Number ~ SERVICE SERVICE 20013 W SINK OR SINK OR 0- TOTAL DRINKING LAUNDRY TOTAL DRINKING LAUNDRY D U OCCUPANT OCCUPANT OCCUPANT GENDER LOAD NUMBER OF FOUNTAINS(if TRAY OCCUPANT OCCUPANT OCCUPANT GENDER LOAD NUMBER OF FOUNTAINS(if TRAY Sheet Title Q TOTAL SQ.FT. LOAD FACTOR: NUMBER OF LOAD FACTOR: LOAD(this FACTOR(half WOMEN(1/2 NUMBER OF any req'd:one (**only 1 TOTAL SQ.FT. LOAD FACTOR: NUMBER OF LOAD FACTOR: LOAD(this FACTOR(half WOMEN (1/2 NUMBER OF any req'd:one (**only 1 M (net,this Occ's/sq.ft. FIXED SEATS, Occ's/seat occupancy, total occ.is total occ. MEN(1/2 total WOMEN'S MEN'S high and one total per BATHTUBS (net,this Occ's/sq.ft. FIXED SEATS, Occ's/seat occupancy, total occ.is total occ. MEN(1/2 total WOMEN'S MEN'S high and one total per BATHTUBS CODE ANALYSIS p FLOOR occupancy, (see CPC Table GROUP A (see CPC Table this floor, women,half is Load,not occ.load; not WATER WATER WOMEN'S MEN'S low, building OR FLOOR occupancy, (see CPC Table GROUP A (see CPC Table this floor, women, half is Load, not occ. load;not WATER WATER WOMEN'S MEN'S low, building OR NO LEVEL* TYPE OF OCCUPANCY(see CPC Table 422.1) this floor) A) OCUPANCIES A) rounded up) men) rounded up) rounded up) CLOSETS CLOSETS URINALS LAVS LAVS minimum.) required) SHOWERS COMMENTS LEVEL* TYPE OF OCCUPANCY(see CPC Table 422.1) this floor) A) OCUPANCIES A) rounded up) men) rounded up) rounded up) CLOSETS CLOSETS URINALS LAVS LAVS minimum.) required) SHOWERS COMMENTS U) Group A-3:Conference rooms,museums, Group A-3:Conference rooms,museums, C: libraries,lecture halls, lounges,gyms libraries, lecture halls, lounges,gyms N E (without spectator seating); places of (without spectator seating); places of Z3 1 worship 1622 1/30 N/A N/A 55 2 worship 1512 1/30 N/A N/A 51 U O Group A-3 fixed seating:Conference Table 422.1 Women's WC's: Big increases Group A-3 fixed seating:Conference Table 422.1 Women's WC's: Big increases 0 rooms, museums,libraries, lecture halls, in fixt count,at 101 and 201 women rooms, museums, libraries, lecture halls, in fixt count,at 101 and 201 women N lounges, places of worship N/A N/A 0.5 0 occupants lounges,places of worship N/A N/A 0.5 0 occupants Sheet Number M TOTAL GROUP A-3 OCCUPANCY 55 0.5 27.5 27.5 1.10 0.78 0.14 0.28 0.14 0.22 ** N A (� / TOTAL GROUP A-3 OCCUPANCY 51 0.5 25.5 125.5 1 1.021 0.761 0.131 0.261 0.131 0.20 ** N/A E TOTAL TOTAL LEVEL 2 1 1 1 1 2 1 0 LEVEL 1 2 1 1 1 1 2 1 0 L Cn Z G0002 Commujn� elopment Department CUPERTINO Plavision—Cupertino FERCUPERTINO PROVED Case# 2020-004, PUBLICLEGEND Approval BodyearingLIBRARY Approval Date08/17/20 Signature n Yau se Manager EXPANSION ACCESSIBLE BUILDING ENTRANCES 10800 TORRE AVENUE 0 ACCESSIBLE BUILDING EXITS CUPERTINO, CA 95014 00- ACCESSIBLE PATH OF TRAVEL ACCESSIBLE FEATURE 6hcidm PIER 1 , BAY 2 THE EMBARCADERO (w,m] 109) SAN FRANCISCO, CA 94111 INFO@EHDD.COM �nNDAb ���Ol \ +1 415-285-9193 Consultant — g • z • ° ° ° ° • .0 •o •o •o •o •o •o • dE ❑ ❑ Ee • • • • • � , • I � - - - - - - - - - Stamp e I J o UP • • ° UP U H H o ' as = NEW SIDEWALK /, O= ° ' ` CONNECTION TO / , EXISTING SIDEWALK • ° • a 0 O H H H ® = , O H H H ----- - I � < EXISTING -----1 MEMORIAL GROVE I ' -----_ ° ° ° ---- � LIBRARY Printing Date M � ° 1 � I O 0 0 Q IF 0 COST MODEL DRAWINGS 05.04.2020 D BRIDGING DOCUMENTS 100%❑SD 06.01.2020 EXPANSION; ° EXISTING 1 01 EXPANSION ______ ____ _ -__ k____________ LIBRARY ' - - - -- ---J I �0 El ° - -� _ _ A _ _ L———————— 1 • i i Revisions and Description Date TF I • I O UP I= 1 o o _ • - I • '7 D. 0 D 0 0 ' o o I . -- --L — -- — -------�--- ---T -- ---- — ---- —j 0 0 • ° ° ° ° ° ° ° ° ISTING Al I I I 0 0 MMUNIT EV EV EV EV FN F51 S 1 61 4 4 4 4 L L MIN. MIN. MIN. MIN. PARKING PARKING PARKING PARKING ACCESSIBLE AND EV PARKING El E O 0 0 E ° —1 J O O ° ° ° ° O ° El El z \ Lu U C ° ° ° ° ° ° ° - 7 El El uJ >- 77 Scale Q As indicated J Drawn by O Author z EHDD Job Number w 20013 a U \ Ago ioo-� 9 Q Sheet Title 0 ACCESSIBILITY 0 N SITE PLAN E U O 0 2 ACCESSIBILITY Level 2 3 ACCESSIBILITY Level 1 h Number G0.03 SCALE: 1" = 20'-0" G0.03 SCALE: 1" = 20'-0" OnO3 Sheet L U CFERommuInj elopment Department CUPERTINO Plavision-Cupertino FLOOR AREA ANDOCCUPANCY L AD CUPERTINOPROVED oo 0Case# 2020-004, PUBLIC Approval Bodyearing FLOOR AREA EXCLUDING SHAFTS AND EXITS: LIBRARY Approval Date08/17/20Signature n Yau 3972 SF ° EXPANSION CD se Manager OCCUPANT LOAD: 4 OCCUPANTS - BUSINESS AREAS 10800 TORRE AVENUE 450 OCCUPANTS - ACCESSORY UNCONCENTRATED ASSEMBLY WITHOUT FIXED SEATS CUPERTINO, CA 95014 4 OCCUPANTS -ACCESSORY STORAGE, MECHANICAL EQUIPMENT ROOMS (E) STACKS 458 TOTAL OCCUPANTS NOTES: 0 CBC 2019, SECTION 303.1 ASSEMBLY AREAS EXCEPTION 2: A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANCY LOAD OF LESS o THAN 50 PERSONS AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A L4icid. -1 G 1 1) GROUP B OCCUPANCY OR AS PART OT THAT OCCUPANCY. 00 PROGRAM C H H !AG O z 888 SF 240' TOTAL EXIT ACCESS 7 SF/OCC 0 101' - 0" DISTANCE < 250'-0" r---- ----------Soso.............................. PIER 1 , BAY 2--------------------------- 127 OCC -' GROUP A-3 64 / , ------ _ THE EMBARCADERO PROGRAM D "'••� AN FRAN I A 94111 47 614 SF - INFO@EHDD.COM _ / 244 +1 415-285-9193 DOOR OMBI 7 SF/OCC 1- 66' - 0" 64 13" 32" +D LO = 88 OCC AV STORAGE 64 0a GROUP A-3 102 SF EXSTAIR (E) STACKS PANTRY 244 73" 86" 0 1 300 SF/OCC ; -r. --•----� 46 117 SF 1 OCC L o - ®, 100 SF/OCC GROUP S 2 OCC o GROUP B LIFE SAFETY AND EXITING LEGEND Consultant AV STORAGE (� 111 SF o I I 300 SF/OCC 1 OCC DOOR - DOOR NUMBER GROUP S STAIR (E) STAFF AREA XX XX - PROVIDED WIDTH 112 44" 52" REQUIRED WIDTH (0.2 FACTOR) DOOR LOAD _ 1 STAIR - STAIR NUMBER ❑ XX XX - PROVIDED WIDTH _ Stamp REQUIRED WIDTH (0.3 FACTOR) III ki STAIR LOAD =o o o o AREA NAME n 150 SF - AREA XX SF/OCC - FLOOR AREA PER OCCUPANT XX OCC - OCCUPANT COUNT 4 FIRE LIFE SAFETY PLAN - LEVEL 2 = 1'-0" LO ACCUMULATED LOAD AND TRAVEL DIRECTION �.14 SCALE: 1/16" OA OCCUPANT LOAD WITHIN INDIVIDUAL SPACE AND TRAVEL DISTANCE Printing Date START POINT OF TRAVEL COST MODEL DRAWINGS 05.04.2020 BRIDGING DOCUMENTS 100%SD 06.01.2020 X' - X" COMMON PATH OF TRAVEL X' - X" \ - - - - - - - - - - J EXIT PATH OF TRAVEL EXDOOR 148 22" 32" —- -— 1 HOUR FIRE BARRIER 148 2 HOUR FIRE BARRIER (HORIZONTAL EXIT) co o ® EXIT SIGN, SINGLE-SIDED I I o C)w - H Revisions and Description Date I Qo I x ' e EXIT SIGN, DOUBLE-SIDED I wN _ . o w (E) CHILDREN'S I 0o Q Lo COLLECTION Fo FIRE EXTINGUISHER CABINET I o � I LO 98 Existing load from I Childrens Room DOOR I � 115 32" ,32" 0 Lo DOOR Existing load from FUNCTION OF SPACE PATTERN OCCUPANT LOAD FACTOR Childrens Room 0 62 13" 66" --.... 117'- 011 PROGRAM A - 98 _ (E) LOBBY ASSEMBLY, UNCONCENTRATED 15 NET .. `� - —= AND 915 SF 66 0 0 •�+`"""•-•--•....� CIRCULATION 7 SF/OCC M 50 PROGRAM B , = BUSINESS AREAS 100 GROSS 131 OCC I GROUP A-3 LIBRARY �, 687 SF 66 - 0II EXDOOR EXPANSION '�,, 7 SF/OCC 0 ............................................... ' 304 61" 68" KITCHENS, COMMERCIAL 200 GROSS 99 OCC 193'-0' TOTAL EXIT ACCESS DISTANCE 65 < 250'-0" GROUP A-3 BID - J LOCKER ROOMS 50 GROSS L0 r - , 49 26''0 PANTRY 0 = > �• .,� vi • ; ®, 117 SF MECHANICAL EQUIPMENT ROOM 300 GROSS c STORAGE 71C ®' 100 SF/OCC 171 SF �, �� - DOOR 2 0CC 300 SF/OCC c STORAGE ROOMS 300 GROSS C 1 = o L 2 100 20 32 GROUP B 1OCC IL�, - - _ _ GROUP S w 65'-0' TOTAL<EXIT ACCESS (E) STAFF U DOOR 275 DISTANCE 250 0 AREA X2751 41" 43" w I } I Scale I Q ® _ _ _ As indicated m I Imo Drawn by O I o JAM z I I 200 e EHDD Job Number w i a 20013 a D I U Q I �Existing Exit load from Sheet Title — 2702 Courtyard + Staff Wing LIFE SAFETY PLAN CD � AND CODE REVIEW ill SF Ll AV STORAGE 0 300 SF/OCC EXDOOR 10CC 202 40" 43" o GROUPS Sheet Number 2 FIRE LIFE SAFETLY PLAN - LEVEL 1 L G0.04 SCALE: 1/16" = V-0" m U) D OnO4 Communitt"D veloprrACIGE&S0 RI ES CUPERTINO Planni� vision— uper rno 01TOP OF ACCESSIBLE T OUTLET F THE ° °� PUBLIC CUPERTINO � 20�h�3UTLET OF THE DISPENSER DISPENSER NOT LESS THAN DISPENSER AT Q Case# ",,,,��� LOCATIONS 1 1/2" BELOW GRAB BAR ACCESSIBLE LOCATIONS j Approval Body: Audi Hearing Lu o U � T = 36" +/- STANDARD NON-ACCESSIBLE LIBRARY Approval Date 08/17/20 W Z Q Z z U H w W EXPANSION Signature I n Yau z Q CO � � � � `� J w i ? 1 = 60" MIN. STANDARD ACCESSIBLE Q - 6�1 (D 'e Manager 0 = m L.— J LL J z 0 Z H J n co L = z O z O o, U - z0 0 1 -2 0 FOR DIMENSIONS SEE - U_ oJ � m a? ti 0 0 1 1/2" YP. x Q _ m Y 30" X 60" MIN. 0 - 10800 TORRE AVENUE 0 ti 0 r1- 0 c/n / Q w o O ACCESSIBLE ROLL IN o CUPERTINO, CA 95014 a- I- J x z H TOP OF BAR U . O S OWER z 2'- 8" (If �1' 3,"� o O 00m � ZX - woQ 31 - 0" 3' - 6" II II I. = o � �� r,, � = OWER - PLAN z � _ w F- z w w w z a 12 MIN. 24 MIN. 24 MIN. o _ O w CURTAIN 0 0 ❑ ❑ w 0 w m m m � W0- jj --------- _ �, z HOOKS 1 co ~ CO U) < z Via' zcn '� � ¢ � cnQ � '� cnJm z _ z '� aQ � Q Q 10 Qu, °O w CO Q � � QQ 0 � � � Q N � Q GHQ (V - W J d (n co Uwe � � zv = Uw0 M Uwe _ � w � � _ = = O � � 0 W w ao0 m O 0 - O O O O � � M M CV i M � z00 ~ U � 0 CV M U0 � a� U UO UO a J M M PLAN � J M CO -T-V U 0 � U Q TOP OF FINISH FLOOR v ■ SURFACE SURFACE RECESSED SURFACE SURFACE SURFACE SANITARY SURFACE GRAB BAR GRAB BAR CONTINUOUS GRAB BAR GRAB BAR GRAB BARS FULL MIRROR COAT HOOK EXTRA HEAVY DUTY REVERSIBLE SOLID FOLDING BATHTUB SURFACE NOT USED TOWEL SURFACE MOUNTED MOUNTED SINGLE ROLL MOUNTED MOUNTED MOUNTED NAPKIN MOUNTED TRASH L-SHAPED LENGTH WITH SHOWER CURTAIN ROD PHENOLIC FOLDING SEAT MOUNTED PIN MOUNTED TOILET SEAT SINGLE ROLL TOILET MULTI-ROLL MULTI-ROLL HAND DISPOSAL RECEPTACLE GRAB BAR MIRROR BUMPER WITH S.STL SHOWER SHOWER SEAT ROBE TOWEL BARS COVER TOILET TISSUE TISSUE TOILET TOILET TISSUE DRYER WITH HAND TOWEL CURTAIN HOOKS HOOK DISPENSER DISPENSER DISPENSER TISSUE DISPENSER DISPENSER OA © © D�NSER © O O O © ® © ® ® ® O ❑U ❑V O O PIER 1 , BAY 2 T1 THE EMBARCADERO 59" MIN. CLR. @ FLOOR-MTD. W.C. WHEN DOOR SWINGS IN SAN FRANCISCO, CA 94111 ACCESSORIES ACCESSIBLE PLUMBING FIXTURES 56" MIN. CLR. AT WALL-MOUNTED W.C. WHEN DOOR SWINGS I 36" MIN WHEN DOOR 36" MIN WHEN INFO@EHDD.COM DOOR SWINGS +1 415-285-9193 42" MIN. SWINGS IN IN-u GRAB BAR - 42" MIN. z_ 11 SIDE ELEVATION FRONT ELEVATION SEE 6 MIN. GRAB BAR - J FRONT ELEVATION SIDE ELEVATION K CLR. SEE Z) CERAMIC 54" MIN. TOILET PAPER - © 1 O 0 44" MIN. " 3 0 MIN. MAX 1 _ _ 14 MIN. ACCESSORIES ' - 0" MIN. ,-6" MAX. �n o ehcicl 3-6 MIN. 101 SEE J MA SANITARY NAPKIN 1' - 54 MIN. SEE J FLUSH �� 3 " MIN DQO z_ FLUSH �'� J z z w 2 - 0 MIN - MII° SEEK DISPOSAL - SEE© 0 3' - 6" MIN. Z4 I J ACTIVATOR z J a o, rn N MAX. O ACTIVATOR 4 MIN CL ®w J ❑ w SEE GRAB ALL DISPENSERS SEEK 6, 1' - 0" IN. U ON WIDE SIDE 0" MIN. Z o U �M x 0 Consultant o w ,� 0 W w w ,� 0 ON WIDE SIDE I 36 MIN. N `o M 0 O � 0J0w W � m � 0J0w Jww � � BAR EXCEPT TOILET 36" MIN. co Q w w J � m � z cn zzU U ~ Q � z w0m0cn o = 'J ACC $ o PAPER DISPENSERS z" O - - GRAB BAR - m m Q w o J Q cn z c.i �� ❑ GRAB - - - - - - - - SEE - - - - - - 60 MIN. ti Q � �zw � a ca 0- � ZzwOfa ~ � of I-- LI � U SEE 40" MAX. TO HIGHEST BAR - SEE 'I " " OQ0- Qcn o U - 0 < a- < Un - � zw � � � z - J MIN. 60X60 O MIN � w w 0 0 o o Q o 0 o O Q a OPERABLE PART U JO MANEUVERING MANEUVERING SPACE 17" MIN. 711_911 MAX z 7" MIN - 9" MAX. 17" MIN. SPACE X SURFACE CORNER PAPER WALL MOUNTED 18" MA � 2E p 18" MAX. TOE CLEARANCE, 6" DEEP BY 9" HIGH MINIMUM, AT EITHER LONG X=36" : CLR. RECESS MORE THAN 24" DEEP, CENTERED 60 MIN TO SIDE OF ACCESSIBLE STALLS THAT ARE LESS THAN 66" WIDE. MOUNTED SOAP SOAP TOWEL SOAP ON FIXTURE DISPENSER DISH DISPENSER DISPENSER 0 OBSTRUCTIO PARTITION SUPPORTS MAY INTERRUPT THE TOE CLEARANCE X=30" @ RECESS LESS THAN 24" DEEP, CENTERED ON BB CC FF GG ~ FIXTURE TYP. ACCESSIBLE ACCESSIBLE TOILET - FLOOR ACCESSIBLE TOILET COMPARTMENT ACCESSIBLE TOILET COMPARTMENT AMBULATORY ACCESSIBLE TOILET ACCESSIBLE URINAL TOILET SEAT HEIGHT ACCESSIBLE TOILET - WALL MOUNTED MOUNTED TANK TOILET (SIDE OPENING INSWING DOOR) - PLAN (END OPENING INSWING DOOR) - PLAN Stamp ACCESSIBLE PLUMBING FIXTURES w � w NOTE REGARDING SLOPED OR UNEVEN FLOORS: CLEAR HEIGHTS ARE MEASURED TO THE WORST CONDITION, Of (D � 0 NOT NECESSARILY AT THE WALL. EXCEPTION: PER CBC 11 B-606.2 EXCEPTION 6, THE DIP OF THE OVERFLOW 0 = 0 = SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE CLEARANCES. FRONT ELEVATION SIDE ELEVATION SIDE ELEVATION cn FRONT ELEVATION SIDE ELEVATION� cn FRONT ELEVATION SIDE ELEVATION FRONT ELEVATION ❑❑❑❑ KNEE & TOE CLEARANCE SHALL BE 30" WIDE MIN. MATCH DEPTH 0 > U ry STANDING @ AT WHEELCHAIR- OF D.F., MIN o w ACCESSIBLE LOW DF 5" MAX. FROM OF � = _ @ RECESSES BUBBLER OUTLET -15" MIN 0 = 0 v MIRROR - SEE® 8" MIN P TO 24" DE 6" MINI 1 @ RECESSES UP TO FRONT EDGE 0 W X MIRROR - SEE® ~ MIRROR - SEE® 8" MIN. 8" MIN 5 MIN TO 24 DEEP OF D.F. Q m of 8„ < z 11L'�6" x 1' - 6" MIN 1' - 6" MIN. 18 @ _ - w ❑ z TO RETURN �� TO RETURN RECESSES 18" MI RECESSES MORE x U J / J -\ MORE THAN THAN 24" DEEP Of `� Iw v in o U_ MIN. w z v _ 0 ❑ �- W z 24 DEEP - N ZLu Z Z — z M= ) m 0 6" MAX. J - �6" MAX. 6" MAX. ''' - WRAP WRAP WRAP I I I ti _ - - Z m Z / ICI z� 11" MIN.`" N �11" MIN. N N 11" MIN. N CO Q PIPE- PIPE- o PIPE- m � S.P.D. S.P.D. S.P.D. _ _ _ Printing Date 32" IN. CLR. AT RECES S FOR CL ARANCES - SEE FOR CLEARANCES - SEE FOR CLEARANCES - FOR CLEARANCES - 0" MIN. 17" MIN. 19" MIN. 19" MIN. 17" MIN. TOE & KNEE TOE & KNEE SEE TOE & KNEE SEE TOE & KNEE COST MODEL DRAWINGS 05.04.2020 L . A DEEP; S N. D.F.: 18" MIN, 19" MAXI CLEARANCE CLEARANCE CLEARANCE 30" MIN. CLR. CLEARANCE CLR. 19" MAX. 25" MAX 25" MAX. 25" M BRIDGING DOCUMENTS 100%SD 06.01.2020 CLR. AT RECESSES MORE THAN 24" DEEP DRINKING FOUNTAIN -ALCOVE LAVATORY, VANITY & MIRROR (MULTIPLE) VANITY & MIRROR (SINGLE) LAVATORY & MIRROR (SINGLE) ACCESSIBLE LAVATORIES ACCESSIBLE SINKS ACCESSIBLE DINING & OTHER ACCESSIBLE WORK SURFACES SURFACES TOE & KNEE CLEARANCE ACCESSIBLE PLUMBING FIXTURES SCALE: 1/2" = 1' - 0" THRESHOLD: 1/4" MAX. VERTICAL, NON-ACCESSIBLE SECOND 1/2" MAX. W/ 1/4" MAX. VERTICAL AND THE REST BEVELED @ 1 ILI SHOWER HEAD, � OF SPRAYER UNIT: NO MORE THAN VERTICAL TO 2 HORIZONTAL AREA.W/DIV ONLY IN CONTROL 27" FROM BACK EDGE OF SEAT 30" MIN. SHOWER FLOOR PERMANENT FOLD-DOWN PERMANENT FOLD-DOWN AREA. ONLY ONE SHOWER SHOWER SEAT - SEEOV HEAD TO BE ON AT ANY ONE 1 1/2" MAX. 1: MAX. SL PE 3" AX. SEAT TO EDGE SHOWER SEAT - SEE❑V �W. LONG L-SHAPED OPERABLE PARTS OF CONTROLS SEAT TO WALL OF SHOWER FLOOR FOOT GRAB BAR, EXTEND AROUND 'U' Q Q FOOT BACK HEAD Revisions and Description Date Z _ U SHOWER TO FOLD DOWN 0- GRAB SHOWER CURTAIN ROD 2 M RECESSED SOAP DISH o = I J �E SEAT, PROVIDE BAC ING „ WITHIN SEAT REACH M z � BAR - 9 MIN „ z 0 - RECESSED z o FOR 250# PT. LOAD AREA; SHELF AT 3-4 , W.O. N o J SOAP DISH 12 MAX2411 M z CONTROL - �, CO � p _ 0 - 1 PARALLEL AREA � Q CONTROL O :1 J APPROACH 1/4" MAX. z 0 w - AREA ❑ GRAB PERPENDICULA o THRESHOL - z w U 11 BARE APPRO CH ' _ _ FOLDING _ _ -'� - - _ zo D Z � wzU C.o - o o c� �� 0 �o co oQ � � M I T - 36" MIN _ oo in �'_ ' FF M m coCn E ING DRAIN 60" MIN. 60" MIN. @ CLEAR FLOOR SPACE N co co _ N 1:48 MAX. SLOPE AN ❑� FOLDING SHOWER 2% MAX. PERPENDICULAR APPROACH PARALLEL APPROACH TOP OF FINISH FLOOR DIRECTION, TYP. IN ACCESSIBLE 60" MIN. FOLDING 3'-4" CONTROLS SHOWER FLOOR SEAT - SEE U FLEXIBLE HOSE SHOWER (3'-3" CODE MIN., SEAT - SEE U 3'-5" CODE MAX.) MINIMUM CLEARANCES FOR APPROACH. ACCESSIBLE ACCESSIBLE ROLL IN SHOWER - ELEVATIONS 30" X 60" MIN. ACCESSIBLE ROLL IN NON-ACCESSIBLE TUB ACCESSIBLE TUB WITH SEAT IN TUB LAVATORY IS ALLOWED IN THE CLEARANCE NEXT TO SHOWER - PLAN THE CONTROL END OF THE TUB. NON-ACCESSIBLE SHOWER TACTILE AND OTHER EXIT SIGNAGE ON LATCH TYPICAL INTERIOR SIDE: REFER TO AUDIBLE NOTIFICATION AUDIBLE/VISIBLE NOTIFICATION SIGNAGE DRAWING 1" MIN. CONT. SIGNAGE AND FIXTURES APPLIANCE, LOCATE NOT APPLIANCE, LOCATE NOT LESS WALL MOUNTED TV END OF DOOR, DOOR � OF ,� o PHOTOLUMINESCENT LESS THAN 6" BELOW THAN 90" TO TOP OF DEVICE AND OR MONITOR END OF DOOR, DOOR END OF DOOR, DOOR END OF DOOR, DOOR IN OPEN POSITION, DOOR 0 w GUIDE STRIP CEILING NOT LESS THAN 6" BELOW CEILING IN OPEN POSITION, IN OPEN POSITION, IN OPEN POSITION, OR OR SIDELITE JAMB 0 = MOUNTED ON DOOR IDENTIFICATION vi GREATER THAN 4 U.O.N. � SYMBOL REFER TO OR SIDELITE JAMB OR SIDELITE JAMB SIDELITE JAMB WHERE WHERE OCCURS ❑ - o FRAME " `'j - END OF DOOR WHERE OCCURS WHERE OCCURS OCCURS U.O.N. I QJ.O.N. EXIT `� o SIGNAGE DRAWINGS 0 4 MAX. PROJECTIONla ,� OR SIDELITE TOP OF F.E. w w �� TO THE JAMB WHERE U.0 . N. 1 HANDLE o J ACTIVATIN 3 3" 3" 3° EXIT EXIT TOP OF FVC `_ 0 _j G HANDLE OCCURS — — DOOR DOOR z � 0 0 o Q LOCATE NOT LESS 3 a ❑ � Q HANDLE a_ � OR LEVER z _ z o O THAN 4" OR II _ _ I x 1 _ _ � F- 'OF THE EI o DI o -�� 0 , z 0 _ o - GREATER THAN 12 �❑ TYP. ao F- F o a m II 11 EQ. Q. _ � o- b� o I 0 0 0 BOX o 0 0 0 0 w 1 9 TO CL 9 TO CL Lu rn H H ( m L m CL m L m BELOW CEILING z w _ 0 / OF TACTILE o z U Ii I- w w w OF TACTILE 1n z o FROM TOP OF - 0 0 0 o CL TOP OF FINISH 'o - F- o m C�� 0- o 0- o 0- o a_ / / X MJ - _ DEVICE (WITHIN 36" 0 O 0 0 ", } FLOOR a COxi HORIZONTALLY OF `0 0 - - � - - o PEAK OF CEILING) Scale Q 114" = 1'-0" HALL CALL ELEVATION HALL FIRE FIRE VALVE CABINET FIRE ALARM DEVICES WALL CARD ELECTRICAL TELECOM/DATA PROJECTING PANELBOARDS LIGHT SWITCH THERMOSTAT ROOM LIGHTING DUAL-SIDED WALL ALERT EXIT SIGNS AT GUIDE STRIP TOILET ROOM SHARED CLOSETS AND BAR- BUTTON- BUTTON DOORJAMB LANTERN EXTINGUISHER MOUNTED READER RECEPTACLE + RECEPTACLE + WALL OR SCHEDULER AND SHADE CLOCK CLOCK BEACON DOORWAYS (CEILING CBC 1024.4/5 & SIGN ON DOOR DESIGNATED ACCESSIBLE TYPE DOOR TYPE DOOR Drawn by J p (ELEVATOR) SIGN W/FLOOR (ELEVATOR) CABINET SMOKE TELECOM OUTLETCABLE OUTLET COLUMN CONTROL MOUNTED OR WALL 1011.5 CLOSETS CLOTHES ROD + ACTUATOR ACTUATOR Author z NUMBER DETECTOR MOUNTED MOUNTED) SHELVES (ATYPICAL (ATYPICAL EHDD Job Number w HEIGHT AS HEIGHT AS OBJECTS 20013 a INDICATED IN INDICATED IN REQUIRED LEVEL MANEUVERING ELEVATIONS ELEVATIONS c�� \PU PUL PULL Sheet Title CLEARANCE AT DOORS SIDE z ACCESSIBLE 2' MIN. @ EXTERIOR o o v3'-0" o DOORS - I MOUNTING E MIN. @INTERIOR MIN. ❑ HEIGHTS DOORS o777 CLEAR MANEUVERING CBC SPACE z 1 - 0 @ opaw 22 o ~paw o PROVIDE THIS `- CO = o��PUS MIN. 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SIDEWALK OR PAD ° Bos - eorroM of sTFP BOW - FG 0 BOTTOM OF WALL 6" CURB & GUTTER BVC - BEGIN VER77CAL CURVE el BW - BACK OF WALK Rodrigues Ave C - CONCRETE OR CIVIL EDGE OF A.C. PAVEMENT EP~ CBG - CURB AND- CATCH BASIN GUTTER � T' Cu ertlrr0 it HallCI - CURB INLET —9 p 6 VERTICAL CURB C/P - CAST IRON PIPE + rD CL - CENTER LINE OR CLASS > \.as Ondas Way CENTER LINE — CUP - CORRUGATED METAL PIPE S S S S S S S S S S S S » CO - CLEANOUT S S S �. S S < 8 8 CONIC - CONCRETE 26.5' 4- + + + ""'" + ' �' PIER 1, BAY 2 SANITARY SEWER MAIN —SS— — SS CONST - CONS7RUC770N OR CONSTRUCT r� Cupertino Civic Garbled" � THE EMBARCADERO 12 15 CY - CUBIC YARD t. Ia � Ch�nr � �+ Temporarily closed SAN FRANCISCO, CA 94111 STORM DRAIN MAIN SD SD OCDA - DOUBLE CHECK DETECTOR ASSEMBLY o• » DI - DROP INLET t� PERFORATED PIPE 6—$Q— — DIP - DUC77LE IRON PIPE Age Braces DOM - DOMES77C %W __ ea INFO@EHDD.COM 6" OW - DOMESAC WA1ER — /4 - -- -- - -- - - - - -- - - --WATER MAIN W 6 W DWG - DRAWING I �' I — — ' y \`SD +1 415-285-9193 E - EAST • — — �El Cupertino Library FIRE WATER MAIN 6 FW 4 FW EC - END OF CURVE °I I �/I i �' ` all „ EP - EDGE OF PAVEMENT • . ' • I I ` i 6 4 ER - END OF RETURN DOMESTIC WATER MAIN D W DW I I I I C EVC - END VERTICAL CURVE 6" 4" ELEV - ELEVA77ON I • CHILLED WA TER MAIN CH W CHW EX., EXIST. - EXIS77NG I I I / I g' FC - FACE OF CURB • y IRRIGATION LINE 2 IRR 4 /RR FDC - FIRE DEPAR7MNENT CONNEC77ON °� 3 19 Q Somerset [fir FF - FINISHED FLOOR I I • . I w W L IBRA R Y FG - FINISHED GRADE HOT WATER SUPPLY & RETURN HWS-HWR HwR fW - FIRE HYDRANT .I LIBRARY Consultant FL - FLOW LINE o I � • • • I •I� � STEAM LINE ST ST FOUND - FOUNDA77ON • w W w FT - FOOT FINISHED SURFACE TRENCH DRAIN Fw - FIRE WATER w �Iy � uilIC0�1 Valley -- l�R 'rtlfl0 library park SANDIS J I Surgical Arts G _ GROUND ELEVA77ON I • �� M� O CONDENSATE RETURN CR CR GB GRADE BREAK GV - GA7F VALVE I • I �� CIVIL ENGINEERS METAL BEAM GUARD RAIL HCR - ACCESSIBLE RAMP I I W { PLANNERS SURVEYORS HP _ HIGH POINT I I I • • I I _ — — — INV INVERT ELEVA77ON I • II Suite200,ICamepbell,CA 95008 SIL T FENCE —0—0 ✓P - JOINT POLE I e • I I� f P.4os.636.0900 ✓T - JOINT ]BENCH Pacif ica Dr F.408.636.0999 FLOW LINE LIP - LIP OF GUTTER I 3 I I i w W www.sandis.net LP - LOW POINT I • III I w w CHAIN LINK FENCE x x x x MAX - MAXIMUM PE ARCHITECT w I I • wSILICON VALLEY TRI-VALLEY CENTRAL VALLEY Pacifica D'1- SACRAMENTO EAST BAY/SF MEP - MECHANICAL/ELEC7RICAL/PLUMBING 2" GAS MAIN G G MH - MANHOLE 3 IL • MIN - MINIMUM I VICINITY MAP St MPVC - MIDPOINT OF VERTICAL CURVE W " Stamp ELECTRIC AND SIGNAL E E MON - MONUMENT I I I - DUCT BANK N - NORT}l N.I.C. - NOT IN CONTRACT I I - I ° �\ OVERHEAD ELECTRIC LINE OH E— —OHE— NO - NUMBER N7S - NOT TO SCALE i . j T UNDERGROUND ELECTRIC LINE UGE UGE P - PAVEMENT ELEVA110N - — — — — ° °° °° ❑- -4 — a ;o;o;a;o; PCC - PORIZANO CEMENT CONCRE7E/ On El PROJECT DESCRIPTION POINT OF CON77N000S CURVATURE `��� '.• • STREET LIGHT CONDUIT SL SL PIV - POST INDICATOR VALVE I � ' N EV EV 90 PL - PROPERTY LINE I � I � � ,� °r El CONTOUR ELEVATION LINE 85 89 PMH - POWER MANHOLE I W W W POC - POINT ON CURVE THE NEW ADDITION IS A 2-STORY STRUCTURE OF APPROXIMA TEL Y 4,416 3 I — — — — — — ® SF THAT WILL BE ADDED TO THE EXISTING LIBRARY. DEVELOPMENT WILL N FG 95.94 PP - POWER POLE SPOT ELEVATION x 95.94 /'-ps' z PRC - POINT OF REVERSE CURVATURE INCLUDE DEMOLITION OF A PORTION OF THE EXISTING LIBRARY, UTILITY PVC - POLYVINri CHLORIDE PIPE CONNECTIONS TO THE ADDITION, AND CREATING AN ACCESSIBLE ELECTRIC SITE MAP 2.1 ix R - RADIUS VEHICLE STALL. DIRECTION OF SLOPE �-•� � RC - RELATIVE COMPAC710N RCP - REINFORCED CONCRETE PIPE 1" = 40' CIVIL SHEET INDEX GAS METER m ■ GM RPPA - REDUCED PRESSURE PRINCIPLE ASSEMBLY R/W - RIGHT OF WAY GAS VAL VE GV j j S - SLOPE OR SOUTH C-1.0 COINER SHEET SA.D. - SEE ARCHITECTURAL DRAWINGS SO - SEDIMENT BASIN C-1.1 NOTES WATER METER ® ■ WM SD - STORM DRAIN C-2.0 TOPOGRAPHIC SURVEY Printing Date S.E.D. - SEE ELEC7RICAL DRAWINGS WATER VALVE WV o ►1 SF - SILT FENCE C-3.0 DEMOLITION PLAN COST MODEL 05.04.2020 SG - SUBGRADE S.L.D. - SEE LANDSCAPE DRAWINGS C-4.0 SITE ACCESS & PARKING PLAN FIRE HYDRANT 404- )WI SM.D. - SEE MECHANICAL DRAWINGS SMH - SIGNAL MANHOLE C-5.0 GRADING & DRAINAGE PLAN BACK FLOW PREVENTOR 0 SP.D. - SEE PLUMBING DRAWINGS C-6.0 UTILITY PLAN SS - SANITARY SEWER C-7.0 CONSTRUCTION DETAILS P I V STA - STA 77ON POST INDICATOR VALVE O PSI S7D - STANDARD C-8.0 EROSION CONTROL PLAN S/W - SIDEWALK FIRE DEPARTMENT CONNECTION rXIlk TC - TOP OF CURB C-8.1 EROSION CONTROL DETAILS TD - 7RENCH DRAIN C-9.0 FIRE ACCESS PLAN WATER LINE 7FE ,�, TOD - TOP OF DOCK TOE - TOE OF SLOPE TOS - TOP OF STAIR CAP AND PLUG END TOW - FG 0 TOP OF WALL TS - TOP OF SLAB AIR RELEASE VALVE ■ ARV TiP - TYPICAL UON - UNLESS 07HERWSE N07ED SIGN U/G - UNDERGROUND VC - VER77CAL CURVE VIF - VERIFY IN FIELD ACCESSIBLE RAMP W - WATER METER Revisions and Description Date WV - WATER VALVE CONCRETE THRUST BLOCK w - WEST WWF - WELDED WIRE FABRIC REDUCER It W/ - wines SANITARY SEWER MANHOLE Q 0 , Know whan below. SANITARY SEWER CLEANOUT SSo 0 SSW A Call before you dig. STORM DRAIN MANHOLE @ STORMCEPTOR STORM DRAIN AREA DRAIN STORM DRAIN CATCH BASIN CB ® UNAUTHORIZED CHANGES AND USES STORM DRAIN CURB INLET ❑® CAU77ON: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE STORM DRAIN CLEANOUT SDo 0 SDCO PREPARER OF THE PLANS. ELEC7ROLIER eR� oRk � JP JOINT POLE OVERLAND RELEASE E CONSTRUC7ION DETAIL REFERENCE 15 DETAIL REFERENCE CONSTRUCTION STAKING C5.2 SHEET REFERENCE 0 CONTRACTOR TO PROVIDE CONSTRUCTION STAKING 0 PLEASE CONTACT SANDIS / BRUCE CHU AT (650) 400-3023 OR bchu@sondis.net FOR A C" CONSTRUCTION STAKING ESTIMATE FOR THIS PROJECT. co 0 W O U 0 Scale U 'w NO SCALE oDrawn by TN W co w EHDD Job Number 20013 co co co Sheet Title W co z Q COVER SHEET J N 0 Z W W Z_ 0 Z w Sheet Number LO 0 0 N N N LL Communit r5 elopment Department CUPERTINO FE IPlanni�.1'R C\7 ivision—Cupertino CUPERTINO PPROVED Case# 4 -2020-004, LIBRARY Approval Body: Acl?di Hearing EXPANSION Approval Date C) 08/17/20 CONSTRUCTION NOTES FLOODZONE APPLICABLE FIRE CODE NOTES GENERAL UTILITY NOTES DUST CONTROL NOTES Signature / n Yau 1. ALL OFF—SITE CONSTRUCTION MATERIAL AND METHODS SHALL COMPLY WITH THE THIS PROJECT IS IN FLOOD ZONE X.• AREAS OUTSIDE OF 0.27 ANNUAL CHANCE FLOOD. APPLICABLE CODES AS OF JANUARY 1, 2020. 1. ALL TRENCHES SHALL BE BACK FILLED PER THE GE07ECHNICAL REPORT OR UTILITY 1. WATER TRUCKS SHALL BE PRESENT AND IN USE AT THE CONSTRUCTION SITE. ALL � e Ma"age` LA TEST EDITION OF THE CITY OF CUPERTINO AND THE LA TEST CAL TRANS STANDARD OWNERS STANDARD DETAILS AND SPECIFICATIONS. PORTIONS OF THE SITE SUBJECT TO BLOWING DUST SHALL BE WATERED AS OFTEN PLANS & SPECIFICA TONS INFORMA T/ON OBTAINED FROM THE FLOOD INSURANCE RATE MAP (FIRM) NO. 2019 CALIFORNIA BUILDING STANDARDS ADM/NISTRA T/VE CODE (PART 1, T/TLE 24, CCR) AS DEEMED NECESSARY BY THE CL/ENT/INSPECTOR IN ORDER TO INSURE PROPER 10800 TO R RE AV E N U E 06085CO209H DA TED MAY 18, 2009 PRODUCED BY THE FEDERAL EMERGENCY 2. CONTRACTOR SHALL STAKE LOCA TION OF ABOVE GROUND UTILITY EQUIPMENT CONTROL OF BLOWING DUST FOR THE DURA TION OF THE PROJECT. CUPERTINO, CA 95014 2. CONTRACTOR SHALL LEAVE AN EMERGENCY PHONE NUMBER WITH THE CITY OF MANAGEMENT AGENCY (FEMA). 2019 CALIFORNIA BUILDING CODE, VOLUMES 1 AND 2 (PART 2, TITLE 24, CCR) (TRANSFORMER, GAS METER, ETC.) PLANNING DEPARTMENT MUST SPECIFICALLY CUPERTINO POLICE AND FIRE DEPARTMENTS. (2018 EDITION INTERNATIONAL BUILDING CODE) AGREE WITH LOCATION PRIOR TO PROCEEDING WITH ANY REVISIONS TO APPROVED 2. ALL PUBLIC STREETS AND MEDIANS SOILED OR LITTERED DUE TO THIS CONSTRUCTION LOCA TIONSS, ACTIVITY SHALL BE CLEANED AND SWEPT ON A DAILY BASIS DURING THE WORK J. CONTRACTOR SHALL POST ON THE SITE, EMERGENCY TELEPHONE NUMBERS FOR FIRE DESIGN NOTE' 2019 CALIFORNIA ELECTRICAL CODE (PART 3 TITLE 24 CCR) WEEK, OR AS OFTEN AS DEEMED NECESSARY BY THE CLIENT/INSPECTOR, OR TO THE PUBLIC WORKS, AMBULANCE, POLICE, AND FIRE DEPARTMENTS J. CATHODIC PROTECTION SHALL BE REQUIRED ON ALL METALLIC FITTINGS AND SATISFACTION OF THE CITY'S DEPARTMENT OF PUBLIC WORKS. THE CONTRACTOR SHALL DESIGN (2017 EDITION NATIONAL ELECTRICAL CODE) ASSEMBLIES THAT ARE IN CONTACT WITH THE SOIL, UNLESS SPECIFICALLY DEEMED 4. CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY OWNERS 48 HOURS PREPARE SHOP DRAWINGS FOR OBTAIN ALL REQUIRED AS REQUIRED BY THE LOCAL AUTHORITY. UNNECESSARY BY THE GE07ECHNICAL REPORT. CONTRACTOR IS RESPONSIBLE TO J. ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIALS SHALL BE COVERED PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY UNLESS AN APPROVALS, AND CONSTRUCT THE FIRE SYSTEM FOR THE PROPOSED PROJECT. 2019 CALIFORNIA MECHANICAL CODE (PART 4, TITLE 24, CCR) FULLY ENGINEER AND INSTALL THIS SYSTEM AND COORDINATE ANODE AND TEST EXCAVATION PERMIT SPECIFIES OTHERWISE. CONTRACTOR SHALL HAVE SHOP DRAWINGS STAMPED BY A FIRE PROTECTION ENGINEER (2018 EDITION UNIFORM MECHANICAL CODE) STATION LOCATIONS WITH THE UTILITY OWNER. WITH TARPAULINS OR OTHER EFFECTIVE COVERS. 4. WHEEL WASHERS SHALL BE INSTALLED AND USED TO CLEAN ALL TRUCKS AND ehdd. 5. THE CONTRACTOR SHALL HIRE A STREET CLEANING CONTRACTOR TO CLEAN UP DIRT 2019 CALIFORNIA PLUMBING CODE (PART 5, TITLE 24, CCR) 4. COMPLETE SYSTEMS ALL UTILITY SYSTEMS ARE DELINEATED IN A SCHEMATIC EQUIPMENT LEAVING THE CONSTRUCTION SITE. IF WHEEL WASHERS CANNOT BE AND DEBRIS FROM CITY STREETS THAT ARE ATTRIBUTABLE TO THE DEVELOPMENT'S UNDERGROUND WORK CAUTION (2018 EDITION UNIFORM PLUMBING CODE) MANNER ON THESE PLANS. CONTRACTOR IS TO PROVIDE ALL FITTINGS, ACCESSORIES INSTALLED, TIRES OR TRACKS OF ALL TRUCKS AND EQUIPMENT SHALL BE WASHED CONSTRUCTION ACTI VI TIES AND WORK NECESSARY TO COMPLETE THE UTILITY SYSTEM SO THA T IT IS FULLY OFF BEFORE LEAVING THE CONSTRUCTION SI TE. TITLE 24, . 6. ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR LOCATION OF 2019 CALIFORNIA ENERGY CODE (PART 6, CCR) FUNCTIONING FOR THE PURPOSE INTENDED 5. THE CONTRACTOR SHALL DEMONSTRATE DUST SUPPRESSION MEASURES, SUCH AS STANDARDS ESTABLISHED BY THE AIR QUALITY MAINTENANCE DISTRICT FOR UNDERGROUND UTILI TIES A T LEAST 48 HOURS PRIOR TO COMMENCEMENT OF 2016 CALIFORNIA ELEVATOR SAFETY ORDERS (CHAPTER 4, TI RE 8, CCR) 5. UNDERGROUND UTILITIES OR STRUCTURES ARE SHOWN IN THEIR APPROXIMATE REGULAR WATERING, WHICH SHALL BE IMPLEMENTED TO REDUCE EMISSIONS DURING AIRBORNE PARTICULATES (DUST). CONSTRUCTION FOR NORTHERN CALIFORNIA DIAL 811 OR (800) 227-2600. FOR OTHER LOCATIONS AND EXTENT BASED UPON RECORD INFORMATION. LOCATIONS MAY NOT CONSTRUCTION AND GRADING IN A MANNER MEETING THE APPROVAL OF THE PIER 1 , BAY 2 AREAS CALL (800) 642-2444. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR 2019 CALIFORNIA FIRE CODE (PART 9, TITLE 24, CCR) HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE TO THE ACCURACY CONSTRUCTION MANAGER. THIS SHALL ASSIST IN REDUCING SHORT—TERM IMPACTS THE EMBARCADERO 7ALL GRADING SHALL CONFORM TO APPROVED SPECIFICATIONS PRESENTED HEREON TO BEGINNING ANY WORK ON THIS SITE. OR COMPLETENESS OF THE INFORMATION SHOWN. THE CLIENT, BY ACCEPTING THESE FROM PARTICLES WHICH COULD RESULT IN NUISANCES THAT ARE PROHIBITED BY SAN FRANCISCO, CA 94111 OR ATTACHED HERETO. ALL GRADING WORK SHALL BE OBSERVED AND APPROVED BY 2019 CALIFORNIA REFERENCED STANDARDS CODE (PART 12, TITLE 24, CCR) PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO RULE 403 (FUGITIVE DUST). THE SOILS ENGINEER. THE GEOTECHNICAL ENGINEER SHALL BE NOTIFIED AT LEAST 48 .DEMOLITION NOTES ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS 6 GRADING OR ANY 0 THER OPERA TIONS THA T CREA TES DUST SHALL BE STOPPED @ HOURS BEFORE BEGINNING ANY GRADING. UNOBSERVED AND UNAPPROVED GRADING RESUL TING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT INFO E H D D.C O M WORK SHALL BE REMOVED AND REDONE AT THE CONTRACTORS EXPENSE. PARTIAL LIST OF APPLICABLE STANDARDS. REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS IMMEDIATELY IF DUST AFFECTS ADJACENT PROPERTIES. THE CONTRACTOR SHALL +1 415-285-9193 EXAMINED LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS 8. ALL MATERIALS, REQUIRED FOR THE COMPLETE EXECUTION OF THE PROJECT, SHALL 1. CONTRACTOR IS TO COMPLY WITH ALL GENERAL AND STATE REQUIREMENTS EXAMINED. PROVIDE SUFFICIENT DUST CONTROL FOR THE ENTIRE PROJECT SITE IN ACCORDANCE BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. INVOLVING THE REMOVAL AND DISPOSAL OF HAZARDOUS MATERIAL(S). NFPA 13 — AUTOMATIC SPRINKLER SYSTEMS — 2019 EDITION WITH THE PROJECT SWPPP (IF ONE EXISTS) OR AS APPLICABLE PER LOCAL NFPA 14 — STANDPIPE SYSTEMS — 2019 EDITION REGULA TIONS AT ALL TIMES. THE SITE SHALL BE SPRINKLERED AS NECESSARY TO 6. CONTRACTOR SHALL VERIFY ALL EXISTING INVERT ELEVATIONS FOR STORM DRAIN 2. CONTRACTOR'S BID IS TO INCLUDE ALL VISIBLE SURFACE AND ALL SUBSURFACE NFPA 17A — WET CHEMICAL SYSTEMS — 2017 EDITION PREVENT DUST NUISANCE. IN THE EVENT THAT THE CONTRACTOR NEGLECTS TO USE 9. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR FEATURES IDENTIFIED TO BE REMOVED OR ABANDONED IN THESE DOCUMENTS. NFPA 24 — PRIVATE FIRE MAINS — 2019 EDITION AND SANITARY SEWER CONSTRUCTION PRIOR TO COMMENCEMENT OF ANY WORK. ALL ADEQUATE MEASURES TO CONTROL DUST, THE CLIENT RESERVES THE RIGHT TO TAKE CONSTRUCTION PERIOD. OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY DURING THE NFPA 72 — NATIONAL FIRE ALARM CODE — 2019 EDITION DOWNSTREAM CONNECTION POINT. THIS WILL ALLOW FOR ANY NECESSARY WORK FOR STORM AND SANITARY SEWER INSTALLATION SHALL BEGIN A T THE W/-/A TEVER MEASURES ARE NECESSARY TO CONTROL DUST AND CHARGE THE COST J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY NFPA 253 — CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS — 2019 EDITION TO THE CONTRACTOR. ACKNOWLEDGE THE EXTENT OF THE DEMOLITION WORK. NFPA 20 — STATIONARY PUMPS FOR FIRE PROTECTION — 2019 EDITION ADJUSTMENTS TO BE MADE PRIOR TO THE INSTALLATION OF THE ENTIRE LINE. IF THE 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY EXISTING CONTRACTOR FAILS TO BEGIN AT THE DOWNSTREAM CONNECTION POINT AND WORK IMPROVEMENTS OF UNDERGROUND FACILITIES DAMAGED DURING THE CONSTRUCTION NFPA 99 — HEALTH CARE FAC/L/TIES — 2018 EDITION UP—STREAM, AND SHALL PROCEED A T HIS OWN RISK AND BE RESPONSIBLE FOR 7 THE CONTRACTOR /S RESPONSIBLE FOR DUST CONTROL MEASURES AND FOR 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS OBTAINING ALL REQUIRED PERMITS AND APPROVALS. ALL GRADING OPERATIONS Consultant PERIOD. NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION, AND DISPOSAL OF SAID UNDERGROUND FIRE SERVICE TO FIRE HYDRANTS REQUIREMENTS. ANY ADJUSTMENTS NECESSARY. SHALL BE SUSPENDED DURING SECOND (OR WORSE) STAGE SMOG ALERTS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL ENCROACHMENT, MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. THE 7. EXISTING UTILITY CROSSINGS OF NEW PIPELINE ARE SHOWN ACCORDING TO THE BEST SANDIS EXCA VA TION, CONCRETE, ELECTRICAL, PLUMBING, ETC. PERMITS NECESSARY PRIOR TO CONTRACTOR SHALL PAY ALL FEES ASSOCIATED WITH THE DEMOLITION WORK. NFPA 24, SEC. 10.10.2.1: UNDERGROUND PIPING, FROM THE WA TER SUPPL Y TO THE A VAILABLE INFORMA TION. GAS, WA TER AND SEWER SERVICE LA TERALS ARE SHOWN BEGINNING CONSTRUCTION FOR ANY WORK. SYSTEM RISER, AND LEAD—IN CONNECTIONS TO THE SYSTEM RISER, INCLUDING ALL ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY GENERAL SITE NOTES 5. BACKFILL ALL DEPRESSIONS AND TRENCHES FROM DEMOLITION TO THE SATISFACTION HYDRANTS, SHALL BE COMPLETELY FLUSHED BEFORE THE CONNECTION IS MADE TO THE THE TYPE, SIZE, LOCATION AND DEPTH OF ALL THE UTILITY CROSSING (BOTH MAINS CIVIL ENGINEERS 12. THE CONTRACTOR SHALL HA VE A SUPERINTENDENT OR REPRESENTA TI VE ON SI TE A T OF THE GEOTECHNICAL ENGINEER. DOWNSTREAM FIRE PROTECTION SYSTEM PIPING THE FLUSHING OPERATION SHALL BE AND LA TERALS) ARE CORRECT AS SHOWN. NO GUARANTEE IS MADE THA T ALL 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING ON THIS WORK AND CONSIDER PLANNERS 5 ALL TIMES DURING CONSTRUCTION CONTINUED FOR A SUFFICIENT TIME TO ENSURE THOROUGH CLEANING. THE MINIMUM RATE THE EXISTING CONDITIONS AND SITE CONSTRAINTS IN THE BID. CONTRACTOR SHALL 6. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS TO THE OF FLOW SHALL BE NOT LESS THAN THAT SPECIFIED IN SECTION 10.10.2.1.3. EXISTING UTILITIES (BOTH MAINS AND LATERALS) ARE SHOWN. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN EXCAVATING AND SHALL PROTECT ALL EXISTING BE IN THE POSSESSION OF AND FAMILIAR WITH ALL APPLICABLE GOVERNING 1700S'00,Ca per,CA SATISFACTION OF THE GEOTECHNICAL ENGINEER. suite zoo,Campbell,ca 95008 13. STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT ON CITY STREETS WILL NOT NFPA 24, SEC. 10.10.2.1.3• THE MINIMUM RATE OF FLOW SHALL BE NO LESS THAN ONE UTILITIES (BOTH MAINS AND LATERALS) FROM DAMAGE DUE TO HIS OPERATION. AGENCIES STANDARD DETAILS AND SPECIFICATIONS PRIOR TO SUBMITTING OF A BID. P.408.636.0900 BE PERMITTED. F.408.636.0999 7PRIOR TO BEGINNING DEMOLITION WORK ACTIVITIES, CONTRACTOR SHALL INSTALL OF THE FOLLOWING.' (1) HYDRAULICALLY CALCULATED WATER DEMAND FLOW RATE OF THE 2. ALL WORK ON—SITE AND IN THE PUBLIC RIGHT—OF—WAY SHALL CONFORM TO ALL www.sandis.net 14. CONSTRUCTION EQUIPMENT SHALL BE PROPERLY MUFFLED. UNNECESSARY IDLING OF EROSION CONTROL MEASURES OUTLINED IN THE EROSION CONTROL PLAN & DETAILS SYSTEM, INCLUDING ANY HOSE REQUIREMENTS; (2) FLOW NECESSARY TO PROVIDE A 8. VERTICAL SEPARATION REQUIREMENTS (UNLESS SPECIFICALLY SHOWN OTHERWISE ON APPLICABLE GOVERNING AGENCIES STANDARD DETAILS & SPECIFICATIONS GRADING CONSTRUCTION EQUIPMENT IS PROHIBITED. AND THE PROJECT SWPPP IF APPLICABLE. VELOCITY OF 10 FT/SEC (3.1 M/SEC) IN ACCORDANCE WITH TABLE 10.10.2.1.3; (3) PLANS). 0 • A MINIMUM OF SIX (6) INCHES VERTICAL CLEARANCE, MEASURED FROM OUTSIDE I MAXIMUM FLOW RATE AVAILABLE TO THE SYSTEM UNDER THE CONDITIONS. J. PRIOR TO BEGINNING WORK, AND AFTER INITIAL HORIZONTAL CONTROL STAKING, 15. CONSTRUCTION EQUIPMENT, TOOLS, ETC. SHALL NOT BE CLEANED OR RINSED INTO A 8. THE CONTRACTOR SHALL MAINTAIN ALL SAFETY DEVICES, AND SHALL BE CONTRACTOR SHALL FIELD CHECK ALL ELEVATIONS MARKED WITH (E) AND REPORT STREET, GUTTER STORM DRAIN. RESPONSIBLE FOR CONFORMANCE TO ALL LOCAL, STATE AND FEDERAL SAFETY AND NFPA 24, SEC. 10.10.2.2.1*. ALL PIPING AND ATTACHED APPURTENANCES SUBJECTED TO EDGE OF PIPE, SHALL BE PROVIDED BETWEEN CROSSING UTILITY PIPES, EXCEPT Stamp HEALTH STANDARDS LAWS AND REGULATIONS. THAT THE MINIMUM VERTICAL CLEARANCE BETWEEN WA TER AND SANITARY ANY DISCREPANCIES GREA TER THAN 0.05 TO THE ENGINEER. p SYSTEM WORKING PRESSURE SHALL BE HYDROSTA TICALL Y TESTED A T 200 PSI (13.8 BAR) 3.5 BAR) IN EXCESS OF THE SYSTEM WORKING PRESSURE, WHICHEVER IS 16. A CONTAINED AND COVERED AREA ON—SITE SHALL BE USED FOR STORAGE OF OR 50 PSI SEWER PIPELINES SHALL BE 12 INCHES AND ALL NEW WATER PIPES SHALL BE ( 4. DAMAGE TO ANY EXISTING SITE IMPROVEMENTS, UTILITIES AND/OR SERVICES TO CEMENT BAGS, PAINTS, FLAMMABLE, OILS, FERTILIZERS, PESTICIDES, OR ANY OTHER g• THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS GREATER, AND SHALL MAINTAIN THAT PRESSURE AT + 5 PSI (0.35 BAR) FOR 2 HOURS. TYPICALLY INSTALLED TO CROSS ABOVE/OVER EXISTING SANITARY SEWER REMAIN SHALL BE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPAIR MATERIALS THAT HAVE POTENTIAL FOR BEING DISCHARGED TO THE STORM DRAIN FACILITIES AND STRUCTURES WHICH ARE TO REMAIN. ANY ITEMS DAMAGED BY THE PIPELINES. CONTRACTOR OR THEIR AGENTS OR ANY ITEMS REMOVED FOR HIS USE SHALL BE AND/OR REPLACE IN KIND. SYSTEM BY WIND OR IN THE EVENT OF A MATERIAL SPILL. REPLACED IN EQUAL OR BETTER CONDITION AS APPROVED BY THE ARCHITECT OR NFPA 24, SEC 10.10.1: THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR THE WHERE NEW WATER PIPELINES ARE REQUIRED TO CROSS UNDER EXISTING CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOLLOWING: (1) NOTIFYING THE AUTHORITY HAVING JURISDICTION AND THE OWNER'S . 17. ALL CONSTRUCTION DEBRIS SHALL BE GATHERED ON A REGULAR BASIS AND PLACED OWNER'S REPRESENTATIVE. REPRESENTATIVE OF THE TIME AND DATE TESTING IS TO BE PERFORMED; (2) AND/OR NEW SANITARY SEWER PIPELINES, THE MINIMUM VERTICAL SEPARATION 5 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT IN A DUMPSTER WHICH IS EMPTIED OR REMOVED WEEKLY. WHEN FEASIBLE, TARPS SHALL BE 12 INCHES. WATER LINE PIPE ENDS SHALL BE INSTALLED NO CLOSER SHALL BE USED ON THE GROUND TO COLLECT FALLEN DEBRIS OR SPLATTERS THAT 10. COORDINATE WITH ELECTRICAL, MECHANICAL, LANDSCAPING AND ARCHITECTURAL PERFORMING ALL REQUIRED ACCEPTANCE TESTS; (3) COMPLETING AND SIGNING THE THAN 10' MINIMUM HORIZONTAL DISTANCE FROM CENTERLINE OF UTILITY INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL COULD CONTRIBUTE TO STORMWATER POLLUTION. DRAWINGS FOR UTILITY SHUT—DOWN/DISCONNECT LOCATIONS CONTRACTOR IS TO CONTRACTORS MATERIAL AND TEST CERTIFICATES) SHOWN IN FIGURE I0.I0.1. CROSSINGS, WHERE FEASIBLE. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT SHUT OFF ALL UTILITIES AS NECESSARY PRIOR TO DEMOLITION. CONTRACTOR IS TO THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE CLIENT, THE CONSULTING 18. ANY TEMPORARY ON—SITE CONSTRUCTION PILES SHALL BE SECURELY COVERED WITH COORDINATE SERVICE INTERRUPTIONS WITH THE UTILITY OWNER AND ANY AFFECTED NFPA 24, CHAPTER 10.4.3.• IN THOSE LOCATIONS WHERE FROST IS NOT A FACTOR, THE • HORIZONTAL SEPARATION REQUIREMENTS (UNLESS SPECIFICALLY SHOWN OTHERWISE ENGINEER AND THE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR A TARP OR OTHER DEVICE TO CONTAIN DEBRIS. PROPERTIES OR BUILDINGS. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DEMOLITION DEPTH OF COVER SHALL NOT BE LESS THAN 2 9 FEET (0.8 M) TO PREVENT g ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, SCOPE OF WORK. MECHANICAL DAMAGE. ON PLANS): EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CLIENT OR 19. CONCRETE TRUCKS AND CONCRETE FINISHING OPERATIONS SHALL NOT DISCHARGE THE CONSULTING ENGINEER. WASH WATER INTO THE STREET GUTTERS OR DRAINS. 11. THIS PLAN IS NOT INTENDED TO BE A COMPLETE CATALOGUE OF ALL EXISTING A MINIMUM HORIZONTAL SEPARATION BETWEEN NEW PIPELINES AND ANY STRUCTURES AND UTILITIES THIS PLAN INTENDS TO DISCLOSE GENERAL INFORMATION EXISTING UTILITIES SHALL BE 5' FEET, EXCEPT THAT THE MINIMUM HORIZONTAL TREE PROTECTION KNOWN BY THE ENGINEER AND TO SHOW THE LIMITS OF THE AREA WHERE WORK WILL SEPARATION FOR WATER AND SANITARY SEWER MAIN PIPELINES SHALL BE 10' DISCREPANCIES BE PERFORMED. THIS PLAN SHOWS THE EXISTING FEATURES TAKEN FROM A FIELD PARTIAL LIST OF APPLICABLE MINIMUM. 1. PRIOR TO BEGINNING CONSTRUCTION ON SITE, CONTRACTOR SHALL IDENTIFY AND SURVEY, FIELD INVESTIGATIONS AND AVAILABLE INFORMATION THIS PLAN MAY OR PROTECT EXISTING TREES AND PLANTS DESIGNATED AS TO REMAIN. Printing Date MA Y NOT ACCURA TEL Y REFLECT THE TYPE OR EXTENT OF THE I TEMS TO BE CODES A S O F JANUARY 1, 2020- T MINIMUM HORIZONTAL SEPARATION BETWEEN NEW PIPELINES AND JOINT IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING ENCOUNTERED AS THEY ACTUALLY EXIST. WHERE EXISTING FEATURES ARE NOT TRENCH SHALL BE 5 FEET. 2. PROTECT EXISTING TREES TO REMAIN FROM SPILLED CHEMICALS, FUEL OIL, MOTOR COST MODEL 05.04.2020 CONDITIONS WHICH WILL AFFECT THE WORK, THE CONTRACTOR SHALL BRING SUCH SHOWN, I T IS NOT IMPLIED THA T THEY ARE NOT TO BE DEMOLISHED OR RELOCA TED. OIL, GASOLINE AND ALL OTHER CHEMICALLY INJURIOUS MATERIAL; AS WELL AS FROM DISCREPANCIES TO THE A TTENT/ON OF THE ENGINEER FOR ADJUSTMENT BEFORE THE CONTRACTOR SHALL PERFORM A THOROUGH FIELD INVEST/GA T/ON AND REVIEW 2019 CALIFORNIA ADM/N/STRA T/VE CODE (CAC), PART 1, TITLE 24 CCR* 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING APPROPRIATE UTILITIES PUDDLING OR CONT/NUOUSL Y RUNNING WA TER. SHOULD A SPILL OCCUR, STOP WORK PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OF THE SITE WITHIN THE LIMIT OF WORK SHOWN IN THIS PLAN SET TO DETERMINE AND REQUESTING VERIFICA TION OF SERVICE POINTS, FIELD VERIFICA TION OF /N THA T AREA AND CONTACT THE CI TY'S ENGINEER INSPECTOR IMMEDIA TEL Y. 2019 CALIFORNIA BUILDING CODE (CBC) PART 2 TITLE 24 CCR / PROPER FITTING OF ALL WORK AND FOR THE COORDINA TION OF ALL TRADES, THE TYPE, QUANTITY AND EXTENT OF ANY AND ALL ITEMS THE CONTRACTOR SHALL LOCATION, SIZE, DEPTH, ETC. FOR ALL THEIR FACILI TIES AND TO COORDINATE WORK CONTRACTOR SHALL BE RESPONSIBLE TO MITIGATE DAMAGE FROM SPILLED MATERIAL SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. BE SOLELY RESPONSIBLE FOR DETERMINING THE EXTENT OF EXISTING STRUCTURES (2018 INTERNATIONAL BUILDING CODE, VOL. 1 & 2, AND 2019 CALIFORNIA AMENDMENTS) SCHEDULES AS WELL AS MATERIAL CLEANUP. AND UTILITIES AND QUANTITY OF WORK INVOLVED IN REMOVING THESE ITEMS FROM 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR THE SITE. (2017 NATIONAL ELECTRICAL CODE AND 2019 CALIFORNIA AMENDMENTS) 11. ANY EXISTING UNDERGROUND UTILITY LINES TO BE ABANDONED, SHALL BE REMOVED J. CONTRACTOR SHALL BE RESPONSIBLE FOR ONGOING MAINTENANCE OF ALL TREES 2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR FROM WITHIN THE PROPOSED BUILDING ENVELOPE AND THEIR ENDS CAPPED OUTSIDE DESIGNATED TO REMAIN AND FOR MAINTENANCE OF RELOCATED TREES STOCKPILED UTILITY/POTHOLE NOTE 12. CON TRA C TOR TO DEMOLISH AND REMOVE ALL /RR/GA T/ON IN LANDSCAPE AREAS (2018 M PMO UNIFORM MECHANICAL CODE AND 2019 CALIFORNIA AMENDMENTS) OF THE BUILDING EN VEL OPE. DURING CONS TRUC T/ON. CON TRA C TOR WILL BE REQUIRED TO REPLA CE TREES THA T WI THIN THE LIMI T OF WORK. IF ANY IRRIGA TION LINES OR MAINS ARE IN THE LIMI T 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TI TLE 24 CCR DIE DUE TO LACK OF MAINTENANCE. OF WORK OR ARE DAMAGED THAT SERVE LANDSCAPE TO REMAIN, CONTRACTOR TO (2018 MPMO UNIFORM PLUMBING CODE AND 2019 CALIFORNIA AMENDMENTS) 12. ANY PIPING TO BE ABANDONED IN PLACE SHALL BE FILLED WITH GROUT AND THE TYPES, LOCATIONS, SIZES AND /OR DEPTHS OF EXISTING UNDERGROUND UTILITIES CAPPED. AS SHOWN ARE APPROXIMA TE AND WERE OBTAINED FROM SOURCES OF VARYING RECONNECT OR RELOCA TE A T NO ADDI TIONAL COST TO OWNER. 2019 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 CCR 4. REFER TO LANDSCAPE PLANS, SPECIFICA TIONS OR ARBORIST REPORT FOR TREE RELIABILITY. ONLY ACTUAL EXCA VA TION WILL REVEAL THE TYPES, EXTENT, SIZES, 2019 CALIFORNIA FIRE CODE (CFC), PART 9, TI TLE 24 CCR PROTECTION REQUIREMENTS AND MEASURES. 13. PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS OTHERWISE NOTED. REPLACE ANY LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES A REASONABLE EFFORT HAS DAMAGED UTILITY TO REMAIN TO KEEP OPERABLE DURING CONSTRUCTION (2018 INTERNATIONAL FIRE CODE AND 2019 CALIFORNIA AMENDMENTS) PROJECT SITE MAINTENANCE BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES. HOWEVER, 2019 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR GRADING NOTES THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY 14. ALL UTILITY SHUT DOWNS ARE TO BE AVOIDED. IF SHUT DOWNS ARE NECESSARY, (2018 INTERNATIONAL EXISTING BUILDING CODE AND 2019 CALIFORNIA AMENDMENTS) OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, 1. REMOVE ALL DIRT, GRAVEL, RUBBISH, REFUSE, AND GREEN WASTE FROM STREET Revisions and Description Date CONTRACTOR TO COORDINATE SHUT DOWN WITH UTILITY OWNER WITH 48 HOUR 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11, TITLE 24 CCR 1. PROVIDE POSITIVE SURFACE DRAINAGE AWAY FROM ALL STRUCTURES BY SLOPING ALL BUT WHICH ARE NOT SHOWN ON THESE PLANS THE CONTRACTOR SHALL BE MINIMUM NOTICE. 2019 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 CCR HARDSCAPE SURFACES AT 27 AND LANDSCAPE SURFACES AT 57 AWAY FROM PAVEMENT AND STORM DRAINS ADJOINING THE SITE. LIMIT CONSTRUCTION ACCESS RESPONSIBLE FOR LOCATING ALL UNDERGROUND FACILITIES AND UTILITIES BY POTHOLING TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS STRUCTURES UNLESS OTHERWISE NOTED ON PLANS ROUTES ONTO THE SITE AND PLACE GRAVEL PADS AT THESE LOCATIONS. DO NOT PRIOR TO COMMENCING CONSTRUCTION. 15. ALL EXISTING STORM DRAIN, SANITARY SEWER, AND WA TER MAINS THA T SERVE 2016 ASME A 17.11CSA B44-13 SAFETY CODE FOR ELEVA TORS AND ESCALA TORS (PER 2019 CBC DRIVE VEHICLES AND EQUIPMENT OFF THE PAVED OR GRAVELED AREAS DURING WET EXISTING BUILDINGS MUST REMAIN OPERABLE DURING CONSTRUCTION. CONTRACTOR PART 2 CH 35) 2. STRUCTURE WALLS.• PER CBC 2304.11.2.2 (WOOD SUPPORTED BY FOUNDATION) PROVIDE WEATHER. DIMENSIONS TO SET UP TEMPORARY SERVICE OR PUMP AS NECESSARY TO ENSURE NO TE. CAL/OSHA ELEVA TOR UNI T ENFORCES CCR TI TLE 8 AND USES THE 2004 ASME A 17.1 BY 8" MINIMUM CLEAR TO EXTERIOR GRADE. 2. SWEEP OR VACUUM THE STREET PAVEMENT AND SIDEWALKS ADJOINING THE PROJECT UNINTERRUPTED SERVICE. ADOPTION SITE AND THE ON—SITE PAVED AREAS ON A DAILY BASIS SCRAPE CAKED—ON MUD J. ALL FILL, IMPORT SOILS AND GRADING SHALL BE IN CONFORMANCE WITH THE AND DIRT FROM THESE AREAS BEFORE SWEEPING. CORNERS AND HARD TO REACH ALL DIMENSIONS ON THE PLANS ARE IN FEET OR DECIMALS THEREOF UNLESS RECORD DRAWING NOTE PARTIAL LIST OF APPLICABLE STANDARDS GEOTECHNICAL REPORT PERFORMED BY 7READ14ELL & ROLLO, DATED NOVEMBER 2, 2002, AREAS SHALL BE SWEPT MANUALLY. SPECIFICALLY CALLED OUT AS FEET AND INCHES. NFPA 13 — STANDARD FOR THE /NSTALLA TION OF SPRINKLER SYSTEMS (CA AMENDED) (2016 PROJECT NUMBER 3169.01. THE CONTRACTOR SHALL KEEP UP—TO—DATE AND ACCURATE A COMPLETE RECORD SET EDITION) J. CREA TE A CONTAINED AND COVERED AREA ON THE SI TE FOR THE STORAGE OF OF PRINTS OF THE CONTRACT DRAWINGS SHOWING EVERY CHANGE FROM THE ORIGINAL NFPA 14 — STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS (CA AMENDED) 4. COORDINATE THE PLACEMENT OF ALL SLEEVES FOR LANDSCAPE IRRIGATION (WATER AND BAGS, CEMENT, PAINTS, OILS, FERTILIZERS, PESTICIDES, OR OTHER MATERIALS USED DRAWINGS MADE DURING THE COURSE OF CONSTRUCTION INCLUDING EXACT FINAL (2016 EDITION) CONTROL WIRING) AND SITE LIGHTING PRIOR TO THE PLACEMENT OF ANY ASPHALT ON THE SITE THAT HAVE THE POTENTIAL OF BEING DISCHARGED INTO THE STORM LOCATION, ELEVATION, SIZES, MATERIALS, AND DESCRIPTION OF ALL WORK. RECORDS NFPA 17 — STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS (2017 EDITION) BASEROCK OR CONCRETE SURFACING. SEE LANDSCAPING AND SITE ELECTRICAL DRAWINGS DRAIN SYSTEM THROUGH EITHER BEING WIND—BLOWN OR IN THE EVENT OF A SHALL BE "REDLINED" ON A SET OF CONSTRUCTION PLAN DRAWINGS. A COMPLETE SET NFPA 17A — STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS (2017 EDITION) MA TERIAL SPILL. OF CORRECTED AND COMPLETED RECORD DRAWING PRINTS SHALL BE SUBMITTED TO THE NFPA 20 — STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION 5. ROUGH GRADING TO BE WITHIN 0.1' AND FINISH GRADES ARE TO BE WITHIN 0.05; CITY ENGINEER AND DEVELOPER'S CIVIL ENGINEER PRIOR TO FINAL ACCEPTANCE FOR (2016 EDITION) HOWEVER CONTRACTOR SHALL NOT CONSTRUCT ANY IMPROVEMENTS THAT WILL CAUSE 4. NEVER CLEAN MACHINERY, EQUIPMENT OR TOOLS INTO A STREET, GUTTER OR STORM REVIEW AND APPROVAL BY THE CITY ENGINEER. NFPA 22 — STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION (2013 EDITION) WATER TO POND OR NOT MEET REQUIREMENTS IN GRADING NOTE #1 OR THE ADA DRAIN. NFPA 24 — STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR REQUIREMENTS BELOW. DO NOT ADJUST GRADES ON THIS PLAN WITHOUT PRIOR WRITTEN APPURTENANCES (CA AMENDED) (2016 EDITION) APPROVAL OF THE ENGINEER/ARCHITECT. 5. ENSURE THAT CEMENT TRUCKS, PAINTERS, OR STUCCO/PLASTER FINISHING HAZARDOUS MATERIALS NOTE NFPA 72 — NATIONAL FIRE ALARM AND SIGNALING CODE (CA AMENDED) (2016 EDITION) CONTRACTORS DO NOT DISCHARGE WASH WA TER FROM EQUIPMENT, TOOLS OR RINSE 6. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO CONFORM TO THE LINES, GRADES, CONTAINERS INTO GUTTERS OR DRAINS. NFPA 80 — STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES (2016 EDITION) SECTIONS AND DIMENSIONS AS SET FORTH ON THESE PLANS. ALL GRADED AREAS SHALL THERE MAYBE ASBESTOS CONTAINING PIPE AND PIPE INSTALLATION OR OTHER HAZARDOUS MATERIALS WITHIN THE PROJECT AREA. THE CONTRACTOR WILL PROTECT ALL NFPA 2001 — STANDARD ON CLEAN AGENT FIRE EXTINGUISHING SYSTEMS (CA AMENDED) (2015 CONFORM TO THE VERTICAL ELEVATIONS SHOWN WITH A TOLERANCE OF ONE—TENTH OF A EDITION) FOOT. WHERE GRADED AREAS DO NOT CONFORM TO THESE TOLERANCES, THE HAZARDOUS CONTAINING ITEMS DURING THE EXECUTION OF THIS CONTRACT. E UL 300 — STANDARD FOR FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR PROTECTION OF CONTRACTORS SHALL BE REQUIRED TO DO CORRECTIVE GRADING, AT NO EXTRA COST TO ADA NOTES a ADDITIONALLY THE CONTRACTOR WILL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LP REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR HAZARDOUS MATERIALS COMMERCIAL COOKING EQUIPMENT (2005) (R2010) THE CLIENT. UL 464 — AUDIBLE SIGNALING DEVICES FOR FIRE ALARM AND SIGNALING SYSTEMS, INCLUDING CONSTRUCTION FENCE ACCESSORIES (2003 EDITION) 7. I T SHALL BE THE CONTRACTOR'S RESPONSIBILTY TO CONFIRM THE GROUND ELEVA TIONS 1. ALL HARDSCAPE ALONG THE ADA PA TH OF TRA VEL SHALL BE IN CONFORMANCE WI TH 0 UL 521 — STANDARD FOR HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS (1999 AND OVERALL TOPOGRAPHY OF THE SITE PRIOR TO THE START OF CONSTRUCTION AS TO TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE. EDITION) THE ACCURACY BETWEEN THE WORK SET FORTH ON THESE PLANS AND THE WORK IN THE 0 1. CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE AROUND THE ENTIRE AREA OF UL 1971 — STANDARD FOR SIGNALING DEVICES FOR THE HEARING IMPAIRED..2002) (R2010) FIELD. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE 2. SLOPED WALKS ALONG THE DESIGNATED ADA PATH OF TRAVEL SHALL NOT EXCEED A DEMOLITION AND CONSTRUCTION, INCLUDING ALL STAGING, STORAGE, CONSTRUCTION OFFICE 300 — STANDARD FOR BLEACHERS, FOLDING AND TELESCOPIC SEATING, AND GRANDSTANDS CONSTRUCTION MANAGER AND CIVIL ENGINEER IN WRITING PRIOR TO START OF SLOPE OF 1:20 (5%) WITHOUT HANDRAILS THE MAXIMUM SLOPE WITH HANDRAILS OR FOR : OFFICE AND LA YDOWN AREAS CONSTRUCTION WHICH MAY REQUIRE CHANGES IN DESIGN AND/OR AFFECT THE 6 (2017 EDITION) EARTHWORK QUANTITIES. CURB RAMPS IS 1:12 (8.339). LEVEL LANDINGS ARE REQUIRED AT THE TOP AND BOTTOM p 2. CONSTRUCTION FENCE SHALL BE A MINIMUM OF A 6' HIGH GALVANIZED CHAIN LINK OF ALL SLOPED WALKWAYS AND RAMPS. rn WITH GREEN WINDSCREEN FABRIC ON THE OUTSIDE OF THE FENCE. FOR A COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2019 CBC (SFM) CHAPTER 35 8. ALL GRADING SHALL CONFORM TO APPROVED SPECIFICATIONS PRESENTED HEREON OR � AND CALIFORNIA FIRE CODE CHAPTER 80. ATTACHED HERETO. ALL GRADING WORK SHALL BE OBSERVED AND APPROVED BY THE J. WALKWAYS ON ANY PATH OF TRAVEL SHALL HAVE A MINIMUM WlD TH OF 48" WALKWAYS co J. CONSTRUCTION FENCE ADDRESSED IN THESE NOTES IS ONLY FOR VISUAL AND ADA PARKING STALLS OR LOADING ZONES SHALL HAVE A 2Y. MAXIMUM CROSS w SEE CALIFORNIA BUILDING CODE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO THE SOILS ENGINEER. THE SOILS ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE SLOPE.I— CONFORMANCE OF THIS CONSTRUCTION SITE TO THE CITY OF CUPERTINO STANDARDS. BEGINNING ANY GRADING UNOBSERVED AND UNAPPROVED GRADING WORK SHALL BE CONTRACTOR MAYBE REQUIRED TO PROVIDE ADDITIONAL FENCING, BARRICADES OR NFPA STANDARDS. REMOVED AND REDONE AT THE CONTRACTORS EXPENSE. T OTHER SAFETY DEVICES TO KEEP THE SITE SECURE AND SAFE. 4. A LEVEL LANDING (2% MAX SLOPE) SHALL BE PROVIDED AT ALL ACCESSIBLE ENTRANCES Scale U *ALL PARTS OF THE 2019 TE FOR BUILDING CODE BECOME EFFECTIVE JANUARY 1, 2020 g, THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY EXISTING TO BUILDINGS, THE LANDINGS SHALL HAVE A MINIMUM WIDTH OF 60" AND A MINIMUM w EXCEPT THE EFFECTIVE DATE FOR THE USE OF THE 2019 BUILDING ENERGY EFFICIENCY �� NO SCALE PAVEMENT SECTIONS STANDARDS (TITLE 24, PART 1, CHAPTER 10) IS JANUARY 8, 2019 AND THE EFFECTIVE DATE FOR IMPROVEMENTS OF UNDERGROUND FACILITIES DAMAGED DURING THE CONSTRUCTION DEPTH OF 60 WHEN THE DOOR OPENS INTO THE BUILDING, AND 42 PLUS THE WIDTH OF z PERIOD. THE DOOR WHEN THE DOOR OPEN ONTO THE LANDING. THE USE OF THE CALIFORNIA ADMINISTRATIVE CODE (TITLE 24, PART 1, CHAPTER 4) IS JANUARY Drawn by � 1. SEE STRUCTURAL DRAWINGS FOR BUILDING SLAB SECTIONS AND PAD PREPARATIONS. 8, 2019. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL ENCROACHMENT, 5. RAMPS GREATER THAN 1:20 SLOPE AND EXCEEDING 30" IN VERTICAL ELEVATION CHANGE TN co EXCA VA T/ON, CONCRETE, ELECTRICAL, PLUMBING, ETC. PERMITS NECESSARY PRIOR TO SHALL HAVE INTERMED/A TE LEVEL LANDINGS. W 2. SEE GEOTECHNICAL REPORT FOR ALL FLA TWORK AND VEHICULAR PAVEMENT BEGINNING CONSTRUCTION FOR ANY WORK. E H D D Job Number = SECTIONS AND BASE REQUIREMENTS. 20013 cn 11. THE RISE/ RUN/ STEP COUNT IS FOR REFERENCE ONL Y. THE CONTRACTOR SHALL VERIFY J. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT BE PLACED UNTIL ELEVATIONS AND BUILDING CODE COMPLIANCE PRIOR TO ANY WORK. c n ALL ON—SITE IMPROVEMENTS HAVE BEEN COMPLETED, INCLUDING ALL GRADING, AND Sheet Title W ALL UNACCEPTABLE CONCRETE WORK HAS BEEN REMOVED AND REPLACED, UNLESS 12. AREAS LACKING TOPOGRAPHIC INFORMA TION (ELEVA TIONS) HA VE BEEN INTERPOLA TED co OTHERWISE APPROVED BY THE CITY ENGINEER AND/OR DEVELOPER'S CIVIL ENGINEER. USING STANDARD ENGINEERING METHODS. CONTRACTOR SHALL FIELD VERIFY ALL NOTES Q ELEVATIONS AT CONFORMS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND REPORT 0- 4. ALL PA WNG SHALL BE IN CONFORMANCE WI TH SECTION 26 "AGGREGA TE BASE" AND BACK ANY DISCREPANCIES TO THE CIVIL ENGINEER. N SECTION 39 "ASPHALT CONCRETE" PER LATEST EDITION OF CAL TRANS STANDARD 13. ADJUST ANY MANHOLE OR UTILITY STRUCTURES TO PROPOSED GRADE PRIOR TO z SPECIFICATIONS. INSTALLING FINAL LIFT OF AC OR POURING CONCRETE. fr w w z 0 z w Sheet Number IT LO 0 0 N N co N C Mi 0 1 LL n V? 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W. C. N N r ' = 2 2 9 . INV 22 + OUT CS) -� Cf.I CA Cr1 N N �7 Iv N N N N S A N D I S SCALE: 1"=10' 10800 TORRE AVENUE N N N I ��UV . = 2 2 3. 6 �'' 71 cN,,, cJ., Imo' N c�.l c1.1 N) N N N N N 2D�OC�M WALLC�Y CUPERTINO, CA 95014 CN CNI,I � C 00 (_0 N � � 3 Fri I�l Q Q Q 0 (0 0 O �O 0 P CO 00 00 C0 L 00 L CACsl 2 3 0,7 O� �I 2 3 0,3 � Q C R1 CA N 2 2 1 N ( Crl N � 00 N CrI fv 00 C. ,c- Crl �- 0 0-) 2 2 .� C� C,.1 227.2 0-) 00 �}2 6.8 CJ CV 00 G� C7 18" S TO R °� 00 N c� 0 o F_ � 00 228,1 F_ __1 0o F Uj � -� — LEGEND VS S QCA G7 I- C� G7 C7 G7 1- C7 C F_ n ■ F WCjSS SS SS SS DRAIN 8 VCP SS ts) � �s SS SS SS S S SS SS SS SShdd V SS SS SS SS DEMOLISH AND REMOVE AC PAVING AND ANY ASSOCIATED BASEROCK. STABILIZE CC " C S@0,4 °. ` r R LACE KIN � Tl CO CP SS S@0, 47 THE EXISTING SUBGRADE. DEMOLISHED MATERIAL MAY BE USED AS BASEROCK IF EX. V TO REM IN. EX. GAS�c ELECTR/ALLI ES TO APPROVED BY GEOTECHNICAL ENGINEER. OTEC IN PLACE. REMAIN. P TECT IN PLACE. DEMOLISH AND REMOVE CONCRETE INCLUDING ANY ASSOCIATED BASEROCK AND ' I , REBAR. STABILIZE THE EXISTING SUBGRADE, DEMOLISHED MA TERIAL MA Y BE USED \ 4 7 AS BASEROCK IF APPROVED BY THE GEOTECHNICAL ENGINEER. PIER 1, BAY 2 CLEAR AND GRUB EXISTING LANDSCAPE AREA SO NO ORGANICS ARE STILL THE EMBARCADERO PRESENT. SAN FRANCISCO, CA 94111 X3 \ C E O E O E E E E E E=6E �E E —�E —�E E / INFO EHDD.COM d E DEMOLISH AND REMOVE EXISTING BUILDING, SEE ARCHITECTURAL PLANS FOR IN 415@�-285-9193 LD L4 I 6 > >' EXTENT OF BUILDING DEMOLITION STABILIZE THE EXISTING SUBGRADE. ° ° 1 1 EX. 0 " UT INV. . 42 ° ° J O O N 1 M LIMIT OF WORK LINE w ° ° EX. LECTRICAL VAULT REMAIN. N N N Cs1 B FL0 TO A OTECT IN NI�LACE. • _ I l> > _SA SAWCUT LINE CONTRACTOR SHALL SAWCUT WITH A NEAT CLEAN EDGE. SAWCUT N rTl � - -- MA/ 0 . ) — — 0 w CA I r�1 (J1 I v, `\ E . MAIN. ( / CONCRETE AT NEAREST JOINT TO SAWCUT LINE SHOWN ON PLAN. CO � (sl C,,1 V S \ - -- - - - - - - - - - Cf) -- -- - - - - lv - - EO _ XI.S E Consultant � - N 0 // // // // REMOVE EXISTING CURB AND GUTTER. w I� N° � SANDIS rn ` I 1 \ E B TOR ° 0 o CIVIL ENGINEERS W A R . �'' I \�- - -- - - _ _ -X X X X- REMOVE EXISTING UTILITY, CUT AND CAP AT LOCA TION SHOWN PER UTILITY SURVEYORS N TNT - ^ , 00 ' J / -- - - --- D _ OWNER'S REQUIREMENTS. PLANNERS JV I — M M 22 1700 S.Winchester Blvd, rn � 1 ( A I Suite 200,Campbell,CA 95008 LJ I ( � v" FT/I 7 2 ( TYP . N � CAP EXISTING UTILITY WHERE SHOWN PER UTILITY OWNERS SPECIFICATIONS AND P.408.636.0900 / z � REQUIREMENTS. IF PRESSURIZED UTILITY CONTRACTOR SHALL HAVE COMPETENT F.408.636.0999 ty I www.sandis.net PROFESSIONAL DESIGN PIPE RESTRAINTS D L]W �TO REM IN. C�i REMOVE EXISTING TREE AND ROOTBALL. COORDINATE WITH LANDSCAPE ARCHITECT � D " I I (� \■ CO . � 0 N AND PROJECT ARBORIST PRIOR TO REMOVING ANY TREES. T T L RF P. 1 _ i CAI �{ G7 d i � � CO 00 Stamp M T l 2 C R, TYP. 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C. - CIOw = N �\ �' 1 F Sheet Title z I D � � D � 0 Iw � I `�' d c� 00 > I- GRADING & N _ _ I O0 I _ _ _ DRAINAGE PLAN �w I ,�, I , - -- - TEL_ W N _ I I � , tj E - -- -- MATCH LINE - SEE RIGHT Sheet Number 0 0 N N G7 N LL Community elopment Department CUPERTINO FERPlanniF ivision—Cupertino CUPERTINO C\T PPROVED Case# -2020-004, LIBRARY CD 20 EXPANSION Approval Body: AdNi Hearing ✓ Wd\ N W W W W W W W W W io 0 5 io I Approval Date o 08/17/20 W W W W WWW W W Signature �I n Yau7 W W W W W W W W CONNECT se Manager WATER LINE O EX �226. 9 S A N D I S SCALE: 1"=10' 10800 TORRE AVENUE SSMF� RIM 2000)1M WQLL[EW CUPERTINO, CA 95014 t =: 22 O MA N H 0 �E :219,6± UUT (N)INV OR / � VE® 9 . T IN' `2 ? + OUTS CS) N �7 NNIv N� NNN• = 223 . 6 rrl cl",,, � � �, �,• 6 O O 0 � �OC,,, oo N 000 60 �O � LEGEND 0T) � � • � ; J N N N � N � � 00 N Csl N � 0) 00 C�J 0 M C A LIMI T OF WORK LINE (L.0.W.) PROPERTY LINE ehdd 00 18 " S T 0 R 0 N - F— �1 � F I SD STORM DRAIN LINE —S S S S S S S S S S „ S S � PERFORA TED PIPE � C� � 8" VCP SS � R A �l 47 LF — 6 DUCTILE IRON FW � � ^ , � � � CCS � SS SS S S SS SS SS SS SS SS C S@0A °. (INCLUDE TRENCHING WATER VALVE < - ITl " WTR WATER LINE —I-- ACROSS ROADWAY AND (� _ CP SS S@0, 4% PIER 1 , BAY 2 SIDEWALK) O� G7 �- • CLEAN OUT THE EMBARCADERO SAN FRANCISCO, CA 94111 ® CATCH BASIN INFO@EHDD.COM +1 415-285-9193 G I G —G E G E G E E E � E — NEW HYDRANT E — E �E �E E GE GE —GE E -GE Sr N UTILITY CONNECTION OPTIONS J N DEPENDING ON THE EXISTING LIBRARY'S PLUMBING SYSTEM, THERE ARE TWO OPTIONS FOR N I� N I I W �O SANITARY AND STORM DRAIN CONNECTIONS. Consultant N �, � N C A GAT ON ,� M 00 OPTION 1: C,,� � C� N �fiTROL f I 0 -- U� R R GAT O N - STORM DRAIN FOR THE EXPANSION WILL BE CONNECTED INTERNALLY TO THE SANDIS N 0 W I m �, ,� NtVES I I -_ N_ CONTROL EXISTING LIBRARYS STORM LINE. SEE PLUMBING PLANS FOR ROUTING. T CIVIL ENGINEERS / 0 ES7 - -- � OPTION 2 PLANNERSSURVEYOR CO �0 Csl Csl / \ � - - - - - - - - -- - -- - - - - - - - - - N- - - - -- -- ----� N —� N M O � � � � � N - STORM DRAIN FOR THE EXPANSION WILL BEA NEW LA TERAL FROM THE EXPANSION LD n N ❑ LO T / �-II 0 �--I rn F Cfl CONNECTING TO THE EXISTING 12 STORM L/NE. SEE THIS SHEET FOR ROUTING. 1700 S.Winchester Blvd, W � V J ^ ) I I > \ ( l 0 I I I ' I !^ I ' I • I--I—I Suite 200,Campbell,CA 95008 V l ` �}�, \ > >> \ I v rnrn O N ( � `0 I I P.408.636.0900 6.0999 . . . W A T R . . C� • //// >I \� —— —— II II • — — — — — LJ 1 --- —� -- — F. w.sa dis.ne _ _ FT1M - "�Ld > -- STORM DRAIN NOTES SILIC, wwwsandis.net N � J � � SACRAMENTO EAST BAY/SF CA / M M M `j W C M M M M M M M /V 1. PRIVATE STORM DRAIN LINE 4-INCH THROUGH 12-INCH WITH A MINIMUM OF TWO (2) W I N C''� ( TYP . )--1 N I C FEET OF COVER IN NON-TRAFFIC AREAS SHALL BE POLYVINYL CHLORIDE (PVC) SDR QD � (�J , —I �. , \ 35 GREEN PIPE AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION Stamp (� —I Ir1 N D �:/O a /V\ N D 3034-73 WITH BELLS AND SPIGOT CONNECTIONS. ALL DIRECTION CHANGES SHALL 0 D I �� 0 N CAA BE MADE WITH WYE CONNECTIONS, 22.5° ELBOWS, 45° ELBOWS OR LONG SWEEP D I i I C0 O N ELBOWS, 90' ELBOWS AND TEE'S ARE PROHIBITED. J CA D I d ` I I a a I LO � Z PRIVATE STORM DRAIN LINE 6-INCH THROUGH 12-INCH WITH LESS THAN THREE (3) 0 FEET OF COVER IN VEHICULAR TRAFFIC AREAS SHALL BE POLYVINYL CHLORIDE (PVC) a C900 RATED FOR 150 PSI CLASS PIPE. PROVIDE AND INSTALL "STORM DRAIN" � N0� —IN � N � , II I G7 MARKER TAPE FOR THE ENTIRE LENGTH OF PIPE TRENCH. ALL DIRECTION CHANGES SHALL BE MADE WITH WYE CONNECTIONS, OBTUSE ELBOWS OR LONG SWEEP ELBOWS, — 0 F1 LQ 1 I I , 90' ELBOWS AND TEE'S ARE PROHIBITED. FTI ITl I a 1 +N �I I I a (N1J _ J. ALL AREA DRAINS AND CATCH BASINS GRATES WI THIN PEDESTRIAN ACCESSIBLE D 0 D 0 N , • 0 0 C� AREAS SHALL MEET ADA REQUIREMENTS. a 0 0 I Cfl I I N C 1 4. ALL TRENCHES SHALL BE BACK FILLED PER THE SPECIFICA TIONS WI TH APPROPRIATE 1 � N I d I , TESTS BY THE GEOTECHNICAL ENGINEER TO VERIFY COMPACTION VALUES. CA N ITl a , C C Cj 0j 5. FOR GRAVITY FLOW SYSTEMS CONTRACTOR SHALL VERIFY (POTHOLE IF NECESSARY) 00 N C A M N / I I o a C C TI N SIZE, MATERIAL, LOCATION AND DEPTH OF ALL SYSTEMS THAT ARE TO BE Printing Date CONNECTED TO OR CROSSED PRIOR TO THE TRENCHING OR INSTALLATION OF ANY � � �� N d I i . CAI N COST MODEL 05.04.2020 D 0 O N GRAVITY FLOW SYSTEM. LO � 6. DRAINS SHOWN ON CIVIL PLANS ARE NOT INTENDED TO BE THE FINAL NUMBER AND L� 0 LOCATION OF ALL DRAINS PLACEMENT AND NUMBER OF LANDSCAPING DRAINS ARE CONNECT TO EX. S D I 00 HIGHLY DEPENDENT ON GROUND COVER TYPE AND PLANT MATERIAL. CONTRACTOR 6" INV OUT (PER ) 226.E I I I �� RAIN N WA SHALL ADD ADDITIONAL AREA DRAINS AS NEEDED AND AS DIRECTED BY THE � N o N I � I 0° DER LANDSCAPE ARCHITECT. N U-1 I @ P-A 2 . 57 7. INSTALL SEPARATE SUB-DRAIN SYSTEM BEHIND RETAINING WALLS PER GEOTECHNICAL N G� N N , I 1 F '" 8 P U.T. S=.O 1 REPORT AND CONNECT TO STORM DRAIN SYSTEM AS SHOWN ON PLANS a N I � I I n 8. ALL DOWN SPOUTS SHALL DISCHARGE DIRECTLY ON TO ADJACENT PERVIOUS w SURFACES OR SPLASH BLOCKS UNLESS OTHERWISE NOTED ON PLANS SEE l , � N i ARCHITECTURE PLANS FOR EXACT LOCATION OF THE DOWN SPOUTS � � Csl I 15' WIDE S Il— EASEMENT �7 0 � \]/ � a GENERAL NOTES Revisions and Description Date MONO 1. CONTRACTOR SHALL POTHOLE TO VERIFY EXISTING UTILITY INVERTS AT ALL UTILITY \�`� : CROSSINGS O� � FT] MCA �70C;7 I . . I I�1 � fTl �1 I Csl + I . I I W I N 00fT1 I iI N I I �\l LF N 6 PERF I Y. > D 0 I C I �`'I v - C ® S=off i I I II � N � N � > iI 0 I TI I� � II CA CA CN I I 7 � N N I CA I I Q O N � N C� I I I0� SDCB RIM 228.85 " CO II (� N I I d I I CONNECT TO EX 12 SD I EXPANSION 000 EX. SDMH I < I 6 /NV IN (W)-(PERF) 227l3� I M 0 1� lNV IN (E)225.46 I 6. _V- O ( ) I I I I I I I 0 � - 12 IN OUT S VlF I I I W � N , �, I T I �J (� - / I I I I I I I I J I IMI N � c� \ I I � i I I I fTl - X) � C� 1 35 L� � 6 — — Q O N I Ld SD 35 cn I�--- l — — — — — — — — — - - - - - - - � j l J (N}� rn 14--- ---1 \ N Csl I It— I —_=Jl �; �7 Csl l�-== -- c\j —E D o F71 � � � �:co Fri ° (OPTION 2) I D � • � �E � � � � 6" SD POC � E a a - 226.00 0 _U U� Cl > l $25.81 D D I I _Lj �-N 0 W SDCo 229.78 c� Scale O NI I PF . . = r U • w O� ((RT/ N 2) 11111 10 " z I � � N I W � I : �9jC N 6 SD Drawn by o I TRAP ORMER N N • -J5 ® S=0.01 w ,� � N � ;U &A � I 1 � I . TN c ON CON C. P N I On EHDD Job Number N 20013 = J I LEV. PAD= � •. 0 CA I I P 6 05 ERF O N 0 J I I co —1 1 / �A > CA D � I � 0 C7 co D G7 —4 N O w I 0 1 ' I I z Sheet Title �, � I 1 �2 SD UTILITY PLAN F9 CA INV. @ P. 0. C. _ rn • N \ z •I D G7 W (_O \\ / � W G7 D z z _ - I w I 00 I - - \ � W-d-_ _ I I W � : I i ,/ //-- - - - \\ /// \\\ TE Sheet Number L0 O 0 --- O E - - - - - -- �fl� N N . . . . R 111 — — CommuniZ elopment Department CUPERTINO FE IPlanniPl3¢ ivision-Cupertino CUPERTINO C�7 PPROVED Case# -2020-004, LIBRARY Approval Body: Ad}ldi Hearing EXPANSION Approval Date O 08/17/20 Signature 25-I n Yau e Ma"age` SEE PLAN FOR ADJACENT SURFACE AND SLOPE. GRADE SHALL BE FLUSH W/ TOP OF CURB 10800 TORRE AVENUE CUPERTINO, CA 95014 CURB ADJACENT TO PAVED AREA ehdd. FOR LANDSCAPED AREAS. SEE ABOVE FOR PA VED ARC E 1/2" R (TYP.) 6" J» 4 ADJACENT SURFACE 2 SLOPED PER PLAN 6 OR AS PIER 1, BAY 2 ° NOTED PER PLANS THE EMBARCADERO SEE PLANS FORA 6" LO \ a SAN FRANCISCO, CA 94111 MA TERIAL AND SLOPE 1/2" R (TYP.) ADJACENT SURFACE a o O SLOPED PER PLAN W z O O O 4"X4" WIRE MESH 4" A.C. PA VEMENT Q W Oa00O CL. ll A.B. +N O@28 DD gOM � O ° O O O 3„ MIN. ° ° 5" P.C.C. 10" CL. ll A.B. O O W ZOO CL. Il A.B. 4" CL. ll A.B. 959 REL. 00 O O �OO 959 REL. COMPACTION O� O O O� O O O� O COMPACTION" O O 6" SCARIFY AND COMPACT TO 959' REL. 0 0 O 0 0 O 0 0 O 0 0 O 3 MIN. COMPACTION. CONTRACTOR SHALL PREPARE �A�O\ SOILS AS NECESSARY TO PROVIDE A STABLE SUBGRADE O 8" SCARIFY AND COMPACT TO 959' REL. 6" CL. II A.B. Consultant O COMPACTION. CONTRACTOR SHALL PREPARE 6" SCARIFY AND COMPACT TO 957 REL. 4" CL. Il A.B. ��O SOILS AS NECESSARY TO PROVIDE A STABLE NOTES' 6" SCARIFY AND COMPACT TO REL. COMPACTION. CONTRACTOR SHALL PREPARE NOTES 959' REL. COMPACTION SUBGRADE 1. ALL EXPOSED CONCRETE EDGES (HORIZONTAL AND VERTICAL) SHALL BE 1/2" RADIUS COMPACTION. CONTRACTOR SHALLLL PREPARE SOILS AS NECESSARY TO PROVIDE A STABLE 2. 14 X 12» SLIP DOWELS AND 1/4» EXPANSION JOINTS TO BE PROVIDED 20' SANDIS SOILS AS NECESSARY TO PROVIDE A STABLE ON CENTER SUBGRADE SUBGRADE 1. #4 X 12" SLIP DOWELS AND 1/4" EXPANSION JOINTS TO BE PROVIDED 20' ON CENTER. ALONG THE LENGTH OF CURB. MATERIAL FOR EXPANSION JOINTS SHALL CONFORM TO MA TERIAL FOR EXPANSION JOINTS SHALL CONFORM TO THE REQUIREMENTS OF ASTY THE REQUIREMENTS OF ASTY DESIGNA TION D 1751. ��S` S CIVIL ENGINEERS DESIGNA TION D 1751. 1. SEE LANDSCAPE PLANS FOR SCORING PATTERN AND COLOR. SURVEYORS J. REFER TO PLANS AND GEOTECHNICAL REPORT FOR ADJACENT PAVEMENT SECTIONS. NOTES PLANNERS 2. REFER TO PLANS AND GEOTECHNICAL REPORT FOR ADJACENT PAVEMENT SECTIONS 4. TOTAL CURB HEIGHT IS BASED ON ADJACENT PAVEMENT SECTION, PLUS CURB HEIGHT 2. SUBGRADE AND AGGREGATE BASE SHALL BE COMPACTED PER GEOTECHNICAL 14" MINIMUM).PLUS 3" BELOW FULL PAVEMENT SEC 1. REFER TO THE GE07ECHNICAL REPORT FOR Tl AND R-VALUES AND SUBGRADE AND J. TOTAL CURB HEIGHT /S BASED ON ADJACENT PAVEMENT SECT/ON PLUS 3" BELOW FULL PER PLAN, TION . RECOMMENDATIONS /F GEOTECHN/CAL REPORT DOES NOT SPECIFY BASE ROCK UNDER 1700 S.Winchester Blvd, ( ) PEDESTR/AN WALKWAYS, CONTRACT CAN OMIT. AGGREGATE BASE COMPACT/ON REQU/REMENTS suite zoo,Campbell,CA 95008 PAVEMENT SECTION (10" MINIMUM). P.408.636.0900 F.408.636.0999 1 FLUSH CURB N. T.s. 2 6� VERTICAL CURB N. T.S � CONCRETE SIDEWALK N. T.S 4 ASPHALT PARKING PAVEMENT SECTION N. T.S. www.sandis.net SILICON VALLEY TRI-VALLEY CENTRAL VALLEY 2.35" Stamp 'PARKING FOR O O ELECTRICAL VEHICLE 2.J5" O O O CHARGING ONLY': THEFT PROOF BRACKETS, O O O BOLTS, NUTS AND WASHERS PER CAL TRANS O O `ACCESSIBLE SPECIFICATIONS SECTION 55 PARKING FOR 1.66" O O O ELECTRICAL VEHICLE CHARGING ONLY" 13 O A A O 0.9" O O O O PATHWAY Printing Date STANDARD 2" SIDEWALK WHEEL STOP SIDEWALK/ PLAN�� COST MODEL 05.04.2020 GALVANIZED STEEL 80" �- �- 3' CONCRETE TOP LANDING POST PER CAL TRANS WHEEL�TQP ,3" DRIVE REBAR NOT TO EXCEED SPECIFICATIONS o 0 6» 3 4 HOLE FLUSH WITH TOP 27. IN ANY DIRECTION 4' MIN 0.45" TOP DIA. SECTION 56 l 4„ TYP PARKING (TYP.) j 3" OF WHEEL STOP SURFACE „ 6 18' MIN STRIPES WITHIN THE ACCESS, 8» 2 AT 36" ON PAINT THE WORDS "NO O 12" TYP. N ,� 0.2 HEIGHT CENTER PARKING" IN 12" HIGH GROOVES z Q VERTICAL CURB TYPICAL SECTION A-A LETTERS MIN. W �' NO Pic 1 CLASS 2 PORTLAND ��/�/� �, CEMENT CONCRETE O a 30" ARK/N NO. 5 REBAR 30 Q NOTES " �' 1. TRUNCATED DOMES MUST BE A MINIMUM OF 3' WIDE IN THE DIRECTION OF TRAVEL N 9' M1N 5' MIN 9' MIN LONG (TYP. 2 PER AND THE FULL WlD TV OF THE ADA PA TV OF IRA VEL. N OTES TOW AWAY SIGN REQUIRED AT ALL ENTRANCES. FRONT VIEW WHEEL STOP) END VIEW �I 4' MIN. I FACE OF CURB 2• DETECTABLE WARNING SURFACE SHALL MEET THE REQUIREMENTS LISTED IN THE CBC 1. CHAPTER 11B-705. 2. ADDITIONAL SIGN OR LANGUAGE ON ACCESSIBILITY SIGN SHALL READY "MINIMUM FINE NOTES: NOTES: J. DETECTABLE WARNING SURFACE SHALL BE CONTRASTING COLOR PER CRC Revisions and Description Date 2" MIN. 12" $250" PER 2016 CALIFORNIA BUILDING CODE SECTION 11B-502.6• 1. IF PAVEMENT IS CONCRETE, PAVER, OR OTHER SPECIALTY PAVING MATERIAL USE 1. DETECTABLE WARNING SURFACE (TRUNCATED DOMES) 11B-705.1.1.3, OR FEDERAL YELLOW IF REQUIRED BY APPROVING AGENCY. J. ALL PAVEMENT MARKING, STRIPING, AND SIGNAGE MUST COMPLY WITH 2O16 CALIFORNIA CONCRETE EPDXY TO FASTEN WHEEL STOP TO PAVEMENT IN LIEU OF REBAR. PER DETAIL 9 THIS SHEET 4. DETECTABLE WARNING SURFACE SHALL BE ARMOR-TILE CAST IN PLACE OR MODULAR BUILDING CODE SECTION 11B-502.6. 2. GROOVES IF REQUIRED BY LOCAL AUTHORITY PAVER UNLESS SUBMITTED AND APPROVED BY ENGINEER. 5 SIGN DETAIL N. T.S. G PARALLEL ADA STALLS ,»=,o � 3' WHEEL STOP ,»=2 8 STRAIGHT ACCESSIBLE RAMP , -5 9 TRUNCATED DOMES , -, FRAME AND GRATE REQUIREMENTS PIPE SIZE NOS NUMBER* PAVEMENT AREA LANDSCAPE AREA CATCH BASIN LOCATION LOADING REQUIREMENTS MIN. GRATE SPACING 45' WYE 45' ELBOW T REQUIREMENTS VEHICLE ACCESS ROAD H2O RATED 4" CROSS BARS O.C. W/ 3" 3PO8 3P03 1 A" BEARING BARS O.C. 4" 4PO8 4P03 EX. GRADE PEDESTRIAN PATH LIGHT DUTY/NON-TRAFFIC 1/4" MAX. OPENINGS 6" 6PO8 6P03 PAVEMENT \O�\O MATERIAL LANDSCAPE LIGHT DUTY/NON-TRAFFIC 1 CROSS BARS O.C. W/ *OR APPROVED EQUIVALENT SURFACE � � � 1 � BEARING BARS 0.C. E PER PLAN OO INSTALL CONCRETE CLEAN-OUT BOX W/ O O CATCH BASIN MAX PIPE "STORM" CAST IN LID IF IT IS SUBJECT TO.' LIDSIZE A B SIZE VEHICULAR TRAFFIC.- CHRISTY G05 „ 12 2-0 1 -0 6 PEDESTRIAN TRAFFIC.- CHRISTY F08 0 12 APPROVED HEIGHT VARIES 24" 3'-0" 2'-0" 18 PLASTIC PLUG W/ N BACKFILL MATERIAL APPROVED BACKFILL 36" 4'-0" 3'-0" 30 CLEANOUT FITTING N 957 COMPACTION MATERIAL Cd 907 COMPACTION FRAME AND GRATE SEE TABLE 6„ 00000 0000 3" NON- ABOVE FOR REQUIREMENTS 0000 000� LZ HEIGHT VARIES DETECTABLE z Z o APPROVED MARKING TAPE BACKFILL MATERIAL 4 PLASTIC PLUG W/ Z Q 907' COMPACTION 6" CLEANOUT FITTING W W I B w TRACER 6" FOR PIPE SIZES � 12" p WIRE 12" FOR PIPE SIZES > 12" 0 '� W I• 3"I MIN. CLEAR •I VEHICLE PEDESTRIAN AREA LANDSCAPE AREA Scale I BEDDING M TERIAL PIP 0.D. NO SCALE z PER PLAN I I 14 REBAR ® 10" p Q O.C. (TYP.) Drawn by w 6" MIN. TN » 12" MAX I I 14 REBAR ® 10" 6 (2) 45' ELBOW w O.C. 45' ELBOW EHDD Job Number 00 W I 20013 co O\ \ \ \ \ SLOPE BOTTOM • /00/O /00/00 r TOWARD OUTLET c I PIPE Sheet Title w z SEE PLAN FOR 45 WYE SEE PLAN FOR CONSTRUCTION i i PIPE SIZE TIE INTO SYSTEM START OF SYSTEM PIPE SIZE SEE PLAN FOR DETAILS NOTES PIPE SIZE AND NOTES 0 1. SHORING TO BE PER CAL/OSHA CONSTRUCTION SAFETY ORDERS. I A _I SLOPE 1. STORM DRAIN CLEAN OUT SHALL MATCH PIPE DIAMETER z 2. RESTORE ALL PAVEMENT MARKINGS IN-KIND WHERE REMOVED AS PART OF TRENCHING Ir w OPERA TIONS NOTES: z J. TRENCHING AND BACKFILL/NG TO FOLLOW GE07ECHN/CAL REPORT REQUIREMENTS. 1. T&G JOINT AS REQUIRED FOR STRUCTURES OVER 4' 0" DEEP. z 2. FRAME SHALL BE ANCHORED TO CONCRETE PER MANUFACTURER'S SPECIFICATIONS. w Sheet Number 0 10 UTILITY TRENCH DETAIL , -, 11 CONCRETE SQUARE CATCH BASIN , _, 12 STORM DRAIN CLEAN OUT , -, 0 N 07 m7nO LL