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HomeMy WebLinkAboutPlan, Final APPLICANT 12/4/2015INTERNATIONAL CT SPRINGFIELD, OREGON 97471 PROJECT DIRECTORY OWNER U STORE SELF STORAGE 1130 NE 28th AVE PORTLAND, OR 97232 PH: (503) 2844323 JOE WESTON ARCHITECT MCA ARCHITECTS 813 SW ALDER STREET, #200 PORTLAND, OR 97205 PH: (503) 226-22 STRUCTURAL ASSOCIATED CONSULTANTS, INC 100 E 13TH STREET, SUITE 10 VANCOUVER, WA 98660 PH: (503) 384.0480, (360) 699.0607 MANOICH YAGANETT MANOUCH@ACIENGINEERS.COM CML THE FAVREAU GROUP 3750 NORWICH AVE. EUGENE, OR 97408 PH: (541) 607048 ANTHONY FAVREAU FAVREAUGROUP@MNS.COM OWNERS LIAISON COMMERCIAL ASSOCIATES 202 NW 6TH ST CORVAWS, OR 97330 PH: (541) 754.6320 FAX: (541) 758-OSW CELL: (541) 994.9613 ALAN WELLS ALAN@COMMERCIALASSOCIATES.ORG VICINITY MAP ril?An 1 ) LOCATION PLAN N.T.S. AREA OF WORK SCOPE OF WORK GENERAL NOTES PROJECT TO CONSIST OR 1. OMISSIONS OR CONFLICTS BETWEEN ELEMENTS OF THE DRAWINGS, NOTES, 16. ALL MATERIALS REQUIRED SHAD. BE OFA GRADE AND QUALITY CONSISTENT WITH • THIS PROJECT CONSISTS OF PLACING A NEW THREE STORY z AND/OR DETAILS SHAM BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE INTENDED USE AS SPECIFIED & APPROVED BY THE ARCHITECT. lr�iill 70,000 SQ FT SELF STORAGE BUILDING WITH A FUTURE < RESOLVED BEFORE PROCEEDING WITH THE WORK 17. ALL EQUIPMENT OR MATERIALS NOT SHOWN OR SPECIFIED ON THE PLANS OR IN �o ADDITION TO BRING THE TOTAL TO 115,000 SQ FI. THE 2. IT IS THE CONTRACTORS RESPONSIBILITY TO INSPECT THE JOB SITE TO NOT ALL ABBREVIATIONS MAY BE USED. ABBREVIATIONS THE SPECIFICATIONS, BUT ARE REQUIRED TO COMPLETE THE INSTALLATION SHALL ^o E.J. DEVELOPMENT WILLTAKE A PORTION OF THE TOTAL SITE G.W.B. FAMILIARIZE HER(HIM SELF WITH ALL THE EXISTING CONDITIONS THAT COULD N.I.C. BE SUPPLIED BY THE CONTRACTOR AS PART OF THE CONTRACT WORK RM ROOM WITH THE REMAINING FOR FUTURE DEVELOPMENT. AFFECT THE INSTALLATION OF ANY WORKSET FORTH IN THESE PLANS. 18. ALL PENETRATIONS THROUGH FiRE RESISTIVE FLOORS OR WALLS SHALL BE HITECTURAL 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ANY OR ALL EXISTING CAST -IN-PLACE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO THE X AARCRC GYP GYPSUM NO or # CONDITIONS PRIOR TO THE START OF CONSTRUCTION. ANY UTIU71ES FOUND TO BE R.O. UNDERWRITER LABORATORIES LISTING FOR THROUGH PENETRATION FIRE STOP X AOOT NOTES LEGAL DESCRIPTION IN THE WAY OF THE NEW CONSTRUCTION SHALL BE REMOVED, RELOCATED OR REPLACED AS DIRECTED REFER TO MECHANICAL AND/OR ELECTRICAL C.J. SYSTEMS. THE CONTRACTOR SHALL SUBMIT MANUFACTURERS SHOP DRAWINGS X A002 EGRESS & ACCESSIBLITY G.B.X. FIRE RATED GYPSUM WALLBOARD PLANS FOR NOMINAL AND DATA SHEETS FOR ALL PENETRATIONS, X ADM CODE REVIEW TOP OF SHEATHING 4. SPECIFIC REQUIREMENTS. REFERENCE ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL SHEETS FOR 19. ALL SURFACES SHALL BE PAINTED OR FINISHED PER SPECIFICATION. REFER TO FLOOR PLANS, FOR ADDITIONAL PAINTING & FINISH REQUIREMENTS. X A100 OVERALL SITE PLAN E.M. PROPERTY R 246165 H SCOPE OF WORK & COORDINATION. 20. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN TEMPERATURE WITHIN X m A101 PARTIAL SITE &ROOF PLAN COUNTY LANECO. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXISTENCE AND BUILDING AT ALL TIMES. X A LANDSCAPE PLAN STATE ID 17SO3Wi532 & 1533 EMER LOCATION OF ALLCONCEALED UTILITIES IN ADVANCE OF ANY CONSTRUCTION. 21. CONTRACTOR SHALL. BE RESPONSIBLE TO MAINTAIN TEMPORARY DUSTX A103 SITE DETAILS PARCEL # LOTS# 100, 700, 800, 900,1000,1533-1800 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REMOVE ALL ABANDONED TOILET PAPER DISPENSER ENCLOSURES AROUND ANY WORK WITHIN THE BUILDING. X A203 FIRST FLOOR PLAN SITE ADDRESS INTERNATIONAL CT. CLKG (RETIRED) UTILITIES THAT INTERFERE WITH THE CONSTRUCTION PROJECT. 22. MAINTAIN FULL UNOBSTRUCTED ACCESS TO ALL BUILDING EXITS THROUGHOUT H.C. HOLLOW CORE CITY/STATE21P SPRINGFIELD, OR 97477 7. CONTRACTOR SHALL REPAIR ANY AND ALL LMLiTTESDAMAGED DURING THE SUBSTRATE CONSTRUCTION. X A201 SECOND FLOOR PLAN TAX ROLL 1174539,1384732,1384724, M716,1384708 H COURSE OF CONSTRUCTION IN ACCORDANCE WITH LOCAL SPECIFICATIONS, AT NO CLR CLEAR X A202 THIRD FLOOR PLAN 1255411 HANDICAPPED HARDWOOD ADDITIONAL COST. OBSCURE ON CENTER S.C. X A203 SCHEDULES TUBE STEEL 8. ALL ITEMS REMOVEDSHALL BE TEMPORARILY STORED INA LOCATION APPROVED PERPENDICULAR X A204 ENLARGED PARTIAL FLOOR PLANS & STAIR SECTIONS BUILDING INFORMATION BY THE OWNER, AND THE OWNER SHALL REVIEW ALL ITEMS PRIOR TO ANY DISPOSAL. ANY iTEMWHICH IS DEEMED SALVAGEABLE SHALL REMAIN THE HARDWARE O.D. X A205 ELEVATOR PLAN & SECTION SEAT COVER DISPENSER SCHEDULE T.STAT OWNER'S PROPERTY,AND WILL BE REMOVED TO STORAGE FACILITIES DESIGNATED X A301 ELEVATIONS SELF -STORAGE FACILITY ZONING: CC EQ BY THE OWNER FOR FUTURE USE. IF THE OWNER DEEMS AN ITEM AS HM HOLLOW METAL X A401 SECTIONS S.D. SOAP DISPENSER NON -SALVAGEABLE, THE CONTRACTOR SHALL DISPOSE OF R. TELEVISION TYPICAL X A404 WALL SECTIONS &SCHEDULES PLUS OR MINUS 9. THE CONTRACTOR ISRESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY EQUIP EQUIPMENT X A701 DETAILS USE: WAREHOUSE OWNER FURNISHED, CONTRACTOR DEBRIS RESULTING FROM THE DEMOLITION AND CONSTRUCTION. AT NO TIME SECRETARY TZO X A702 DETAILS OCCUPANCY GROUP: S i ( SHALL ANY OF THIS MATERIAL OBSTRUCT THE NORMAL OPERATION OF THE COL COMP COLUMN COMPACT X EACH SIDE ETCETERA CONSTRUC770N TYPE ill•B HOUR FACILITY. THE CONTRACTOR SHALL REMOVE ANY OR ALL CONSTRUCTION RELATED INSTALLED SECT SP100 SPECIFICATIONS UNIFORM BUILDING CODE DEBRIS AT THE END OF EACH WORK DAY. A.B. ANCHOR BOLT X SP101 SPECIFICATIONS REQUIRED SETBACKS: 10. THE CONTRACTOR ISADVISED THAT DAMAGE TO ANY PORTION OF THIS PROJECT'S HEIGHT O.F.0.1. X SP102 SPECIFICATIONS FRONT SETBACK JY U.F.C. BUILDING(s) & SURROUNDING AREA AS A RESULT OF THIS PROJECT IS TO BE ® FERROUS METAL A.C. ASPHALTIC CONCRETE CONC CONCRETE REPAIRED AT THE CONTRACTOR'S EXPENSE, EXPANSION HVAC HEATING, VENTILATING AND AIR OH SIDE SETBACK: a 11. THE JOB SITE, AT THE COMPLETION OF CONSTRUCTION, SHALL BE CLEANED OF U.F. UNIFORM FIR RS LABORATORIES STRUCTURAL REAR SETBACK: 0 A/C ANY DEBRIS OR SPOILS RESULTING FROM THE CONSTRUCTION. CONN CONNECTION X S101 GENERAL NOTES H.W. 12. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING RECORDED OPENING OPPOSITE SH X S102 SCHEDULES BUILDING HEIGHT. 59-V AT PARAPET DIMENSIONS INDICATED AND ALL EXISTING CONDITIONS THAT IMPACT NEW BUILDING FOOTPRINT: 25,000 SF (PH4] 40,000 SF) ACCT ACOUS CONSTRUCTION. CONSTR CONSTRUCTION X S201 FOUNDATION PLAN BUILDING AREA: 70,000 SF (PH41115,040 SF) 13. USE WRITTEN DIMENSIONS ONLY. WHERE NO DIMENSION IS PROVIDED, CONSULT OUT TO OUT SHWR SHT X S202 SECOND FLOOR FRAMING PLAN SITETBD i;'% THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK A.C.T. ACOUSTICAL CEILING TILE X S203 THIRD FLOOR FRAMING PLAN FAP. 14. THE CONTRACTOR SHALL ESTABLISH ALL QUANTITIES BASED ON ACTUAL INSULATED GLASS O.T.S. X S204 ROOF FRAMING PLAN PARKING UR CONDITIONS. THESE DRAWINGS ARE NOT TO BE SCALED. ADA AMERICANS WITH DISABILITIES ACT CONTR 15. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, RULES AND FIAT BAR IN X S205 ELEVATIONS X 5206 ELEVATIONS STANDARD PARKING 5 STALLS REGULATIONS. OBTAIN AND PAY FOR ALL PERMITS AND LICENSES REQUIRED. COMPACT PARKING 0 STALLS REFER TO BUILDING (ODE FOR ANY ADDITIONAL CODE REQUIREMENTS. AW ADJUSTABLE X S301 DETAILS HANDICAP PARKING 1 STALLS FLOOR DRAIN INSUL INSULATION P.C. X S302 DETAILS SHIPPER LOADED AIRCRAFT CONTAINER U.S. UNITED STATES X 5401 DETAILS TOTAL PARKING 6 STALLS CARPET CORK FDN F.E. FOUNDATION FIRE EXTINGUISHER INT X 5402 x SWI DETAILS oEralLs PLATE DEFERED SUBMITTALS SHEET METAL SCREWS USDA UNITED STATES DEPARTMENT OF BLOCKING A THE FOLLOWING ARE TO BE BIDDER DESIGNED: • MECHANICALUNiTS CONCRETE SURFACE HARDENER F.E.C. FIRE EXTINGUISHER CABINET INV JAN INVERT JANITOR PLAM • ELECTRICAL S.N.D. SANITARY NAPKIN DISPENSER AGRICULTURE • FIRE SPRINKLER SYSTEM ALUMINUM C.S.P. CONCRETE STAND PIPE F.F. #_ JST • PLUMBING PLAS PLYWD PLASTIC PLYWOOD S.N.R. SANITARY NAPKIN RECEPTACLE V VOLT ARCHITECTURAL ABBREVIATIONS V z lr�iill 0 < 0 0 ®o ARCHITECTURAL MATERIALS NOT ALL ABBREVIATIONS MAY BE USED. ABBREVIATIONS C.I. CAST IRON E.J. EXPANSION JOINT G.W.B. GYPSUM WALLBOARD N.I.C. NOT IN CONTRACT RM ROOM T.O.D. MAY BE USED IN CONJUNCTION WITH OTHERS. C.I.P. CAST -IN-PLACE ELEC ELECTRICAL GYP GYPSUM NO or # NUMBER R.O. ROUGH OPENING T.O.P. TOP OF DECK TOP OF PARAPET C.J. CONTROL JOINT/ ELEV ELEVATION G.B.X. FIRE RATED GYPSUM WALLBOARD NOM NOMINAL S SOUTH T.O.S. TOP OF SHEATHING EARTH L ANGLE CLO CONSTRUCTION JOINT E.M. ENTRY MAT H HEIGHT NST NON -SLIP TILE SAC. SUSPENDED ACOUSTIC CEILING T.O.W. TOP OF WALL @ AT CLG CLOSET CEILING EMER EMERGENCY H.B. HOSE BIB N.T.S. NOT TO SCALE SAT. SUSPENDED ACOUSTIC TILE T.P.D. TOILET PAPER DISPENSER ROCK (OR GRAVED c CENTERLINE CLKG CAULKING ENCL ENGR ENCLOSURE ENGINEER H.C. HOLLOW CORE OA OVERALL SBSTR SUBSTRATE TR TREAp H DIAMETER OR ROUND CLR CLEAR ENM ENAMEL HCAP HDWD HANDICAPPED HARDWOOD OBS O.C. OBSCURE ON CENTER S.C. SOLID CORE T.S. TUBE STEEL CONCRETE PERPENDICULAR CMU CONCRETE MASONRY UNIT EP EPDXY PAINT HDWR HARDWARE O.D. OUTSIDE DIAMETER S.C.D. SCHED SEAT COVER DISPENSER SCHEDULE T.STAT THERMOSTAT # / POUND OR NUMBER PER OR OVER CNTR COUNTER EQ EQUAL HM HOLLOW METAL OFF OFFICE S.D. SOAP DISPENSER TV TYP TELEVISION TYPICAL ± PLUS OR MINUS C.O. CLEAN OUT EQUIP EQUIPMENT HORIZ HORIZONTALO.F.C.i. OWNER FURNISHED, CONTRACTOR SEC SECRETARY TZO TERRAllO CONCRETE MASONRY UMTS ( CHANNEL COL COMP COLUMN COMPACT E.S. ETC EACH SIDE ETCETERA HR HOUR INSTALLED SECT SECTION U.B.C. UNIFORM BUILDING CODE A.B. ANCHOR BOLT CONF CONFERENCE E.T.R. EXISTING TO REMAIN HT HEIGHT O.F.0.1. OWNER FURNISHED, OWNER INSTALLED S.F. SQUARE FOOT U.F.C. UNIFORM FIRE CODE ® FERROUS METAL A.C. ASPHALTIC CONCRETE CONC CONCRETE EXP EXPANSION HVAC HEATING, VENTILATING AND AIR OH OVERHEAD SG SUBRADE U.F. UNIFORM FIR RS LABORATORIES A/C AIR CONDITIONING CONN CONNECTION EXT EXTERIOR H.W. CONDITIONING HOTWATER OPNG OPP OPENING OPPOSITE SH SHELF UNF UNFINISHED ALUMINUM ACCT ACOUS ACCENT ACOUSTICAL CONSTR CONSTRUCTION FA FIREALARM I.D. INSIDE DIAMETER O.T.O. OUT TO OUT SHWR SHT SHOWER SHEET U.O'N. U.PL. UNLESS OTHERWISE NOTED UNIFORM PLUMBING CODE i;'% A.C.T. ACOUSTICAL CEILING TILE CONT CONTINUE (CONTINUATION) FAP. FIRE ALARM PANEL I.G. INSULATED GLASS O.T.S. OPEN TO STRUCTURE STM SIMILAR UR URINAL ADA AMERICANS WITH DISABILITIES ACT CONTR CONTRACTOR F.B. FIAT BAR IN INCH (INCHES) OWSJ OPEN WEB STEEL JOIST SL SLIDING U.V. UNIT VENTILATOR CONTINUOUS MEMBER AW ADJUSTABLE �� CPT CORRIDOR F.D. FLOOR DRAIN INSUL INSULATION P.C. PORTLAND CEMENT S.LAC, SHIPPER LOADED AIRCRAFT CONTAINER U.S. UNITED STATES A.F.F. ABOVE FINISH FLOOR CRK CARPET CORK FDN F.E. FOUNDATION FIRE EXTINGUISHER INT INTERIOR PL PLATE S.M.S. SHEET METAL SCREWS USDA UNITED STATES DEPARTMENT OF BLOCKING A AGGREGATE C.S.H. CONCRETE SURFACE HARDENER F.E.C. FIRE EXTINGUISHER CABINET INV JAN INVERT JANITOR PLAM PLASTIC LAMINATE S.N.D. SANITARY NAPKIN DISPENSER AGRICULTURE ALL ALK ALUMINUM C.S.P. CONCRETE STAND PIPE F.F. FACTORY FINISH JST JOIST PLAS PLYWD PLASTIC PLYWOOD S.N.R. SANITARY NAPKIN RECEPTACLE V VOLT FINISH WOOD ALT A ALTERNATE NATE CSWK CASEWORK F.F.E. FURNITURE FIXTURE EQUIPMENT JT JOINT PNL PANEL SPEC SPRVR SPECIFICATIONS SUPERVISOR V.B V.CT. VAPOR BARRIER VINYL COMPOSITION TILE ANDD ANODIZED C.T. CERAMIC TILE FGL FIBERGLASS KIT KITCHEN PNT PAINT S.Q. SQUARE VETT AP ACCESS PANEL CTR CENTER F.H.0 FIRE HOSE CABINET KP, KICK PLATE PORT PORT OF PORTLAND S.S. STAINLESS STEEL VERT .VENEER VERTICAL BA1T INSULATION APPROX APPROXIMATE CTRS COUNTERSINK FIN FINISH K0. KNOCKOUT PR PAIR S.SK SERVICE SINK VEST VESTIBULE ARCH ARCHITECTURAL OUST C.W. CUSTOMS FL FLOOR L LENGTH PRCST PRECAST ST STAINLESS V.I.F. VERIFY IN FIELD RIGID INSULATION ASPH ASPHALT COLD WATER FLASH FLASHING LAB LABORATORY PRE -FIN PRE -FINISH STA STATION V.G. VERTICAL GRAIN AUTO AUTOMATIC CX D. CONNECTION FLUOR FLUORESCENT LAM LAMINATE P.S.F. PER SQUARE FOOT STD STANDARD V.P.S. VENEER PLASTER SYSTEM AV. AUDIO VISUAL DRYER F.O. FACE OF LAV LAVATORY P.S.I. PER SQUARE INCH STL STEEL V.W.C. VINYL WALL COVER PLYWOOD AVE AVENUE DBL DOUBLE F.O.B. FACE OF BRICK UB LIBRARY PT PAINT STN STAIN W WEST BD BOARD DEMO DEMOLITION (DEMOLISH) F.O.C. FACE OF CONCRETE LKR LOCKER P.T. PRESSURE TREATED STOR STORAGE Wt WITH BET BETWEEN DEPT DEPARTMENT F.O.M. FACE OF MASONRY IT LIGHT P.T.D. PAPER TOWEL DISPENSER STRUCT STRUCTURAL W.C. WALL COVERING GYPSUM WALL BOARD BiTUM BITUMINOUS D.F. DRINKING FOUNTAIN F.O.S. FACE OF STUDS LTWT LIGHTWEIGHT PT GYP PAINTED GYPSUM BOARD SUSP SUSPENDED W.C.S. WALL COVERING SYSTEM BLDG BUILDING DIA DIM DIAMETER DIMENSION F.O.W. FACE OF WALL MATL MATERIAL P.U.E. PUBLIC UTILITY EASEMENT S.V. SHEET VINYL W.CLR WATER COOLER EXISTING WALL TO REMAIN BLT{ BLOCK FPRF FIRE PROOF MAX MAXIMUM PRTN PARTITION SYM SYMBOL WD WOOD BLKG BLOCKING DISP DISPENSER F.R. FIBERGLASS REINFORCED M.B. MACHINE BOLT Q.T. QUARRYTILE T.B. TOWEL BAR W.F. WIDE FLANGEEXISTING BLVD BOULEVARD D.L.DEAD LOAD FRP FIBERGLASS REINFORCED PANEL M.C. MEDICINE CABINET QUAN QUANTITY T&B TOP AND BOTTOM W.G. WIRE GLASS - — - WALL TO BE REMOVED BM BEAM DN DR DOWN DOOR FRZ FREEZER MECH MECHANICAL R RISER T.D. TRENCH DRAIN W.H. WATER HEATER B.O. 80 BOTTOM OF BYDTHERS D.O. DOOR OPENING F.S. Fr FLOOR SINK FOOR OR FEET MEMB MFR MEMBRANE MANUFACTURER RA RETURN AIR TEL TELEPHONE W.I. WROUGHT IRON NEW WALL B.S. BOTH SIDES D.S. DOWNSPOUT FTG FOOTING MGR MANAGER RAD R.B. RADIUS RUBBER BASE TEMP T.F.C.i. TEMPERED TENANT FURNISHED / CONTRACTOR WNDW WNSCT WINDOW WAINSCOT B.U.R. BUILT-UP ROOF D.S.P. DTi DRY STANDPIPE DETAIL FURR FURRING M.H. MANHOLE RBR RUBBER INSTALLED W/0 WITHOUT FIRE EXTINGUISHER CAB C.B. CABINET CATCH BASiN DW DISHWASHER FLIT GA FUTURE GAUGE MIN MIR MINIMUM MiRROR R.D. ROOF DRAIN TIG TEMPERED INSULATED GLASS W.P. WATER PROOF — C.D. COIL DOOR DWG(S) DRAWiNG(S) GALV GALVANIZED MISC MISCELLANEOUS REF REFR REFERENCE REFRIGERATOR TKBD TACKBOARD W.R. WATER RESISTANT CEM CEMENT DWL DOWEL G.B. GRAB BAR M.O. MASONRY OPENING REG REGIONAL T&G TONGUE AND GROOVE W.S. WATER STOP CER CERAMIC DWR DRAWER GL GLASS MTD MOUNTED REQ REQUIRED THK THICK/THICKNESS WSCT WAINSCOT C.F. CUBIC FEET E FAST GLAZ GLAZING MTL METAL RES RESILIENT THRESH THRESHOLD WT WEIGHT C.F.M. CUBIC FEET PER MINUTE E / EX EXISTING GND GROUND MUL MULLION REV REVERSE T.M.C. TIME MANAGEMENT SYSTEM x TIMES OR BY (2x4) C.G. CORNER GUARD EA EACH GR GRADE N NORTH RGTR REGISTER T.O. TOP OF YD YARD T.O.C. TOP OF CURB ARCHITECTURAL SYMBOLS DRAWING REFERENCE TITLE DRAWING TITLE DRAWING NUMBER n �j C SHEET NUMBER i Y' L� SCALE OF DRAWING BUILDING SECTION TARGET SECTION IDENTIFICATION # DIRECTION VIEWED SHT# SHEET WHERE SECTION IS DRAWN DETAIL TARGETS # DRAWING NUMBER SHT# SHEET NUMBER AREA TO BE DETAILED — CUTUNE # WALL SECTION TARGET SHi# DRAWING NUMBER # DIRECTI ONMEWEDATCUTLJNE SHT# SHEET NUMBER DATUM OR CONTROL POINT DOOR TAG KEYNOTE TAG ELEMENTS ABOVE 100A #�---•- — — MATCH LINE TARGET ELEMENTS BELOW Q,CEILING ELEVATION TAG REFER TO 1/A101 REVISIONSTAG NORTH ARROW 10' TTY — — — — — — — DEMO WORK WALLTYPE TARGET NEW CONTOUR — — — — — n_� / FENCE GRAPHIC SCALE L�JJ 12a X WINDOW TAG EXISTING CONTOUR LEADERS 0 # # # �y --124— ROOM 124—ROOM NAME TAG EQUIPMENITTAG PROPERTY LINE DIMENSIONS ROOM -NAME v— 11/4. ROOM -NAME — — ,�- 0 SQ FT CENTER LINE MILLWORKTAG __ �r Lim JDL43 12- 813 SW ALDER STREET PORTLAND OREGON 9720! PHONE 503.226.0622 FAX 503-226-0626 1%10101)4 0 C. MILLER k PORTLAND�lt�N ti� 1464 4e0 OF 6 F c adIiIi I IE o II PR07ECT NO: 15-105 DRWN BY: jW CHK'D BY: 7M DATE: 07102!2015 V z lr�iill 0 < 0 0 ®o Lie) ZU Cie Z CA � °r ez F c adIiIi I IE o II PR07ECT NO: 15-105 DRWN BY: jW CHK'D BY: 7M DATE: 07102!2015 BUILDING DEPARTMENT NOTES CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL -BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO ANY LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN 10'-0' OF ANY POWER LINES- WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. AN APPROVED SEISMIC GAS SHUTOFF VALVE WiLL BE INSTALLED ON THE FUEL GAS UNE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RiGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. UNDER SEPARATE PLUMBING PERMIT MEMBRANE PENETRATIONS OF STEEL, FERROUS, OR COPPER CONDUITS THROUGH ENVELOPE CEILINGS WITH A MAXIMUM 6 INCH DIAMETER SHALL HAVE THE ANNULAR SPACE PROTECTED AND MUST BE LIMITED TO 144 SQUARE INCHES OF CEILING AREA WITHIN ENVELOPE CEILINGS, INDIVIDUAL ELECTRICAL BOXES & RACWAYS MUST HAVE BEEN TESTED FOR USE IN FIRE -RESISTANCE -RATED ASSEMBLIES WITH ICC APPROVAL OPENINGS THROUGH A FLOOR/CEILING ASSEMBLY AND HORIZONTAL PENETRATIONS THROUGH THE AREA SEPARATION WALL SHALL BE PROTECTED BY A 1 HOUR FIRE BARRIER PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRESTOPPED WITH AN APPROVED MATERIAL SPACE BETWEEN PENETRATING MATERIALS (DESCRIBED BELOW) MUST BE DESIGNED TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES STEEL, COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE CONCRETE OR MASONRY WALLS WHERE THE PENETRATING ITEM IS A MAXIMUM 6- INCH DIAMETER AND THE AREA OF THE OPENING THROUGH THE WALL DOES NOT EXCEED 144 SQUARE INCHES DUCTS PENETRATING FIRE PARTITIONS FIRE -BLOCKING MUST BE PROVIDED AT THE FOLLOWING LOCATIONS: IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT CEILINGS AND FLOOR LEVELS IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10 -FOOT INTERVALS ALONG THE LENGTH OF THE WALL AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS FIRE PROTECTION BUILDINGS WITH FLOOR AREAS OVER 15M SF SHALL BE SPRINKLERED WHERE 20 SQUARE FEET OF OPENING FOR EVERY 50 LINEAL FEET OF WALL LENGTH IS NOT PROVIDED THIS BUILDING MUST BE EQUIPPED WiTH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM, COMPLYING WITH NEPA-13; THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIVISION AND FIRE JURISDICTION PRIOR TO INSTALLATION FIRE SPRINKLERS ALL TO HAVE UPWARD HEADS TO PROTECT THEM FROM BEING STRUCK, AND A MINIMUM OF 18' ABOVE THE TOP OF THE INDIVIDUAL SELF STORAGE WALLS CONSTRUCTION WASTE - WASTE REDUCTION WORK PLAN: LIST EACH TYPE OF WASTE AND WHETHER IT WILL BE SALVAGED, RECYCLED, OR DISPOSED OF IN LANDFILL OR INCINERATOR. INCLUDE POINTS OF WASTE GENERATION, TOTAL QUANTITY OF EACH TYPE OF WASTE, QUANTITY FOR EACH MEANS OF RECOVERY, AND HANDLING AND TRANSPORTATION PROCEDURES. ALL INDIVIDUAL STORAGE UNITS ARE TO BE OWNER SUPPLIED AND INSTALLED CONSTRUCTED OF LIGHT WEIGHT NOW COMBUSTIBLE, NON-BEARING MATERIAL ALL STORAGE UMTS ARE CLASSIFIED AS PERSONAL PROPERTY METAL ROLL -UP DOORS ACCESSING THE STORAGE UMTS ARE TO BE 4' IN WIDTH AND T IN HEIGHT. ALL DOORS ARE TO BE OPEN WHEN THE UNIT 1S BEING ACCESSED AND FULLY CLOSED WHEN THE UNIT RENTER IS NOT PRESENT. NO USE OF THE UNIT ARE TO BE MADE EXCEPT FOR STORAGE. FIRE / LIFE SAFETY NOTES BUILDINGS UNDERGOING CONSTRUCTION SHALL BE IN ACCORDANCE WiTH FIRE CODE. PROVIDE MINIMUM 2A -10B -C RATED FIRE EXTINGUISHES LOCATED WITHIN A75 -FOOT TRAVEL DISTANCE FROM ANY POINT IN THE BUILDING ON EACH FLOOR LEVEL EXTINGUISHERS SHALL BE MOUNTED ON THE WALL OR IN CABINETS. SUCH THAT THE TOP OF THE EXTINGUISHER IS NO MORE THAN 44° ABOVE FLOOR LEVEL SEE FLOOR PLAN FOR LOCATORS. PROVIDE A MINIMUM OF 1 EXTINGUISHER PER 3,000 SQUARE FEET. AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 4A20BC SHALL BE PROVIDED OUTSIDE OF ELECTRICAL ROOM. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED EDGE OR SURFACE MOUNTED BOLTS ARE PROHIBITED. PROVIDE APPROVED PANIC HARDWARE ASSEMBLIES ON ALL REQUIRED EXIT DOORS (DEAD BOLTS. LATCHES. LOCKS. AND SiMILAR DEVICES SHALL NOT BE INSTALLED ON ANY DOOR WHICH IS PROVIDED WITH A PANIC HARDWARE ASSEMBLY), PROVIDE MAXIMUM OCCUPANCY SIGN OVER MAIN OFFICE DOOR (SIGNS SHALL BE POSTED IN A CONSPICUOUS LOCATION NEAR THE MAIN EXiT OR EXiT-ACCESS DOORWAY FROM THE ROOM). PROVIDE APPROVED EXIT SIGNS INSTALLED ATALL REQUIRED EXiTS AND WHERE OTHERWISE NECESSARY IN ORDER TO INDICATE THE DIRECTION OF EGRESS. NO POINT SHALL. BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. EMERGENCY LIGHTING, ILLUMINATING THE PATH OF EXITS SHALL BE PROVIDED PER GOVERNING CODES. THE MAXIMUM FLAME SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR WALLS AND CEILINGS SHALL NOT EXCEED CLASS B FOR EXiTWAYS AND CLASS C FOR ROOMS OR AREA per section 803.9, OSSC FOR WOOD MEMBERS REQUIRED BY CODE TO BE FIRE RETARDANT TREATED, PROVIDE PRESSURE IMPREGNATION WiTH FIRE RETARDANT CHEMICALS TO PROVIDE U.L FIRE HAZARD CLASSIFICATION. ALL WOOD SHALL BE IDENTIFIED WiTH A U.L LABEL CERTIFYING THIS CLASSIFICATION AND F.M. DIAMOND ALL PENETRATIONS OF FIRE RATED WALLS MUST COMPLY WITH GOVERNING CODES. PROVIDE APPROVED ADDRESS NUMBERS LOCATED ON THE BUILDING IN SUCH A MANNER AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER FIRE DEPARTMENT STANDARDS. FIRE PROTECTION CONTRACTOR iS RESPONSIBLE FOR ALL DESIGN. DRAWING, PRINTING, PERMITTING. AND CONSTRUCTION OF FIRE PROTECTION SYSTEM. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE- EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC SPRINKLERS AND WET AND DRY STANDPIPES; HALON SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE -EXTINGUISHING SYSTEM AND OTHER FIRE -PROTECTION SYSTEMS AND APPURTENANCES THERETO SHALL BE SUBMITTED TO LOCAL FIRE JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION SUBMIT FIRE SPRINKLER AND FIRE ALARM PLANS AS REQUIRED TO THE FIRE DISTRICT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. FIRE APPARATUS ACCESS ROADS AND WATER SUPPLIES FOR FIRE PROTECTION(SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING TIME OF CONSTRUCTION AN APPROVED AUDIBLE SPRINKLER FLOW ALARM (BELL) SHALL BE PROVIDED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION. FIRE EXTINGUISHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 903, OSSC. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SYSTEMS AND WATER -FLOW SWITCHES AND ALL SPRINKLER SYSTEMS SHALL BE ELECTRONICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS 20 OR MORE DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. GENERAL NOTES 1. THE DRAWINGS INDICATE THE END RESULT, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE JOB SITE PRIOR TO BID SUBMITTAL TO DETERMINE ANY PROBLEMS THEY WILL HAVE IN PERFORMING THE WORK THE BID SHALL INCLUDE THE COST OF THE RESOLUTION OF ALL PROBLEMS. 2. ANY CONDITION NOT COVERED iN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BY THE CONTRACTOR OR OWNER PRIOR TO BIDDING. 3. SOLELYAS A CONVENIENCE TO THE OWNER, THE ARCHITECT MAY INCLUDE DOCUMENTS PREPARED BY CERTAIN CONSULTANTS (OR INCORPORATE THE RECOMMENDATIONS OF SAID CONSULTANTS IN DOCUMENTS PREPARED BY THE ARCHITECT) WITHIN THE SET OF DOCUMENTS ISSUED BY THE ARCHITECT BEING EXPRESSLY UNDERSTOOD THAT, BY SAID ISSUANCE, THE ARCHITECT ASSUMES NO LIABILITY FOR THE SERVICES OF SAID CONSULTANTS NOT UNDER CONTRACT TO THE ARCHITECT. 4. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHAH. DEFEND, INDEMNIFY AND HOLD THE OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC71ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM SOLE NEGLIGENCE. 5. THE CONTRACTOR SHALT. MAINTAIN A COMPLETE SET OF DRAWINGS AT THE JOB SITE FOR USE IN MAKING'RECORD DRAWINGS'. ANY REVISIONS SHALL. BE NOTED THEREIN AND SUBMITTED TO THE ARCHITECT AT THE COMPLETION OF THEJOB S. THESE DRAWINGS WERE PREPARED IN A MANNER CONSISTS WITH EXISTING PROFESSIONAL STANDARDS AND WITH THE UNDERSTANDING EXPERIENCED CONSTRUCTION AND/OR DESIGN PROFESSIONALS FOR USE IN THE CONSTRUCTION OF THIS SPECIFIC PROJECT ONLY. THE DETAILS INDICATED ON THESE PLANS REPRESENT TYPICAL DETAILS REQUIRED FOR COMMUNICATING THIS PROJECTS DESIGN INTENT TO SUCH QUALIFIED CONSTRUCTION PROFESSIONALS AND AS SUCH MAY NOT INCLUDE ALL THE DETAILS NECESSARY FOR THE FINAL COMPLETION OF THIS PROJECT. 7. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD IN WRITING IMMEDIATELY, OF ANY APPARENT DISCREPANCIES OR POSSIBLE OMISSIONS IN DETAILING, PRIOR TO STARTING THE WORK THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR TIE CONSEQUENCES OF PROCEEDING WITHOUT WRITTEN CLARIFICATIONS FROM THE ARCHITECT OR STRUCTURAL ENGINEER RELATED TO ANY SUCH APPARENT DISCREPANCY. 8. ALL COSTS FOR INSPECTIONS, TEST SERVICES, BUILDING PERMITS, LICENSES AND CERTIFICATIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 9. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE OREGON STRUCTURAL SPECIALTY CODE, 2014 EDITION, ADOPTIONS, & AMENDMENTS APPLICABLE COMPLIANCE WiTH ADDITIONAL NOTED STANDARDS, SHALL BE TO THE MOST RECENTLY ACCEFTEDiPUBUSHED STANDARDS, AS APPROVED BY THE GOVERNING AGENCY. 10. THE ARCHITECT IS AUTHORIZED TO ORDER MINOR CHANGES DURING THE COURSE OF THE WORK WHICH WILL NOT INVOLVE EXTRA COST OR TIME AND WHICH ARE CONSISTENT WITH THE CONTRACT DOCUMENT. 11. GENERAL CONTRACTOR SHALL SUBMIT6 SETS OF SHOP DRAWINGS FOR ALL NEW MATERIALS FOR REVIEW, NO FABRICATION, ERECTION, OR INSTALLATION OF MATERIALS SHALL BE STARTED WITHOUT WRITTEN APPROVAL OF ARCHITECT. 12, ANY CHANGES TO THESE DRAWINGS AND SPECIFICATIONS SHALL BE BY ADDENDUM OR CHANGE ORDER AND APPROVED BY THE OWNER AND ARCHITECT. 13. SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS GOVERNING WHEREIN THE FINISHED WORK WILL NOT COMPLY WiTH THE BUILDING CODE, A CHANGE ORDER DETAILING AND SPECIFYING THE REQUIRED WORK WILL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE PROCEEDING WiTH THE WORK 14. THE OWNER ANDIOR THE ARCHITECT RESERVES THE RIGHT TO HAVE TESTS MADE WHEN DEEMED NECESSARY. SHOULD THE ARCHITECT ORDER SPECIAL TESTING OR INSPECTION OFAQUES71ONABLEPART OFTHE WORK WHICH REVEALS DEFECTS NOT INCONFORMITY WITH THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PAY THE COST OF SUCH SPECIAL TESTING OR INSPECTION INCLUDING THE ARCHITECTS EXTRA SERVICES MADE NECESSARY THEREBY. OTHERWISE THE OWNER SHALL BEAR SUCH COST. TESTS SHALL BE MADE IN ACCORDANCE WITH RECOGNIZED STANDARDS BYA COMPETENT TESTING LABORATORY. ANY MATERIAL FOUND DEFECTIVE OR NOT IN CONFORMITY WITH SPECIFICATION STANDARDS SHALL BE PROMPTLY REPLACED OR REPAIRED AT THE EXPENSE OF THE CONTRACTOR. SAMPLES REQUIRED FOR TESTING WiLL BE FURNISHED BY THE CONTRACTOR AND SELECTED AS DIRECTED BY THE ARCHITECT. 15. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW IN ITEMS CALLED OUT AS 'OR EQUAL°, 16. CONSTRUCTION SAFETY: ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF OSHA, 17. ASTM STANDARDS AND OTHER MATERIAL REFERENCE DESIGNATIONS SHALL BE OF LATEST DATE ACCEPTABLE TO THE CHECKING AGENCY. 18, DETAILS MARKED TYPICAL ON DRAWINGS ARE INTENDED FOR TYPICAL CONDITIONS ON THE ENTIRE PROJECT AND ARE TO APPLY WHERE SIMILAR CONDITIONS OCCUR. 19. CONTRACTORS MUST SUBMIT CERTIFICATE OF WORKMAN'S COMPENSATION INSURANCE COVERAGE PRIOR TO ISSUANCE OF BUILDING PERMITS. 20. THE ENTIRE WORK PROVIDED FOR HEREIN IS TO BE CONSTRUCTS AND FINISHED, IN EVERY PART, IN A GOOD AND SUBSTANTIAL MANNER AND iN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, THE FULL INTENT OF THE SAME ANY WORK REQUIRED BY LAW, BUT WHICH MAY NOT BE SPECIFICALLY MENTIONED HEREIN SHALL BE DONE BY THE CONTRACTOR(S) IN ACCORDANCE WITH THE LAWS OF THE CiTY, COUNTY, DISTRICT, OR STATE UNDER WHICH JURISDICTION MAY COME AND COST SHALL BE BORN BY THE CONTRACTOR(S). ANY SUCH EXTRA WORK SHALL BE DONE IN CONFORMANCE WITH THE PLAN BOTH AS TO THE MANNER AND APPEARANCE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT EDITION OF OREGON STRUCTURAL SPECIALTY CODE. REFER TO COVER SHEET FOR COMPLETE LIST OF APPLICABLE CODES, ADOPTIONS & AMENDMENTS. 21. CONTRACTOR SHALL. RESIN SOLELY RESPONSIBLE FOR INSTALLING/MAINTAINING ADEQUATE BRACING DURING CONSTRUCTION UNTIL THE STRUCTURE IS SUFFICIENCY COMPLETE TO PROVIDE SUPPORT FOR THE VARIOUS INDIVIDUAL ELEMENTS AS INTENDED IN THE FINISHED STRUCTURE. 22. INSPECTORS AND TESTING LABORATORIES MUST BE CHOSEN AND EMPLOYED BY OWNER, NOT THE CONTRACTOR. 23. THE CONTRACTOR SHALL. COOPERATE WITH ALL OTHER CONTRACTORS WHO MAY BE PERFORMING WORK ON BEHALF OF THE OWNER AND WORKMEN WHO MAY BE EMPLOYED BY THE OWNER ON ANY WORK IN THE VICINITY OF THE WORK TO BE DONE UNDER THiS CONTRACT; AND THEY SHALL SO CONDUCT THEIR OPERATIONS AS TO INTERFERE TO THE LEAST POSSIBLE EXTENT WITH THE WORK OF SUCH CONTRACTORS OR WORKMEN. THEY SHALL MAKE GOOD PROMPTLY, AT THEIR OWN EXPENSE, ANY INJURY OR DAMAGE THAT MAY BE SUSTAINED BY OTHER CONTRACTORS OR EMPLOYEES OF THE OWNER OCCASIONED BY HIS ACTS, ANY DIFFERENCE OR CONFLICT WHICH MAY ARISE BETWEEN THE CONTRACTOR AND OTHER CONTRACTORS OR BETWEEN THE CONTRACTOR AND WORKMEN OF THE OWNER IN REGARDS TO THEIR WORK, SHALL BE RESOLVED BY THE OWNER. IF THE WORK OF THE CONTRACTOR IS DELAYED BECAUSE OF ANY ACTS OR OMISSIONS OF ANY OTHER CONTRACTOR OR OF THE OWNER, THE CONTRACTOR SHALL ON THAT ACCOUNT HAVE NO CLAM AGAINST THE OWNER OTHER THAN FOR EXTENSION OFTIME. 24. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INSURE THAT ALL SUBCONTRACTORS HAVE REVIEWED THE ENTIRE SCOPE OF THE PROJECT THAT RELATES TO THEIR TRADE ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL RELATIVE WORK SHOWN ON DRAWINGS AND BIDDER DESIGNED DRAWINGS. 25, PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL SECURE THE AREA SO THAT NO UNAUTHORIZED PERSONNEL OR CUSTOMERS WILL GAIN ACCESS TO THE PROJECT AREA OR CONTRACTOR'S STAGING AREA 26. TEMPORARY UTILITIES FOR CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR, 27. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SECURING HIS EQUIPMENT, SUPPLIES, TOOLS, EiC. 28. THE WORK AREA SHALL BE CLEANED AND ALL CONSTRUCTION DEBRIS SHALL BE DISPOSED OF AT A LEGAL DUMP. AT THE CONCLUSION OF THE PROJECT, THE CONTRACTOR SHALL LEAVE THE SITE FULLY CLEAN AND READY FOR USE BY THE OWNER. 29. AT NO TIME DURING THE WORK UNDER THE CONTRACT SHALLTHE CONTRACTOR PLACE, OR CAUSE TO BE PLACED, ANY MATERIAL OR EQUIPMENT, EiC., AT A LOCATION THAT COULD IMPEDE OR IMPAIR EMERGENCY ACCESS TO OR FROM THE SITE. 30. THE CONTRACTOR SHALL EXERCISE MAXIMUM DUST AND NOISE CONTROL EFFORTS TO KEEP AT A MINIMUM THE NUISANCE OF DUST AND CONSTRUCTION NOISE. 31. GOVERNING CODES AND FIRE DEPARTMENT FIELD INSPECTOR SHALL DICTATE SIZE, TYPE, QUANTITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIRE EXTINGUISHERS 32. THE GENERAL CONTRACTOR SHALL PROVE ALL NECESSARY ACCESS PANELS (OR ACCESS DOORS) AS REQUIRED BY GOVERNING AGENCIES FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER, AND ELECTRICAL SYSTEMS. PROVIDE APPROVED ASSEMBLIES WITH SELF CLOSING DEVICES IN 1 -HOUR RATED CONSTRUCTION. ALL ENCLOSED VALVES MUST BE PROVIDED WiTH ACCESS PANELS. 33. GENERAL CONTRACTOR SHALL DESIGNATE A QUALIFIED PERSON FOR THE SUPERVISION OF WELDING OR CUTTING OPERATIONS, INCLUDING USE OF FLAME PROOFED TARPAULINS. 34. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SPECIAL PRECAUTIONS WALLS, AND TEMPORARY WALLS AND SHORING 35. GENERAL CONTRACTOR SHALL BE RESPONSIBLE IN KEEPING COMBUSTIBLE MATERIAL INCLUDING CRATED EQUIPMENT TO A MINIMUM AND AS FAR AWAY AS POSSIBLE FROM BUILDINGS UNDER CONSTRUCTION. 36. PROVIDE A ROOM OCCUPANCY SIGN FOR ANY TENANT ROOM OR SPACE THAT EXCEEDS AN OCCUPANT LOAD OF MORE THAN 50 AS DIRECTED BY THE DEPARTMENT OF BUILDING AND SAFETY. 37. ALL EXTERIOR LIGHTING DEVICES ARE TO BE INACCESSIBLE TO COMMON REACH OR CLIMBING OR SHALL BE PROTECTED SO AS NOT TO CAST LIGHT ONTO ADJOINING PROPERTIES. 38. ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS, AND EXACT LOCATIONS OF SERVICE FACILITIES. 39. ELECTRICAL CONTRACTOR SHALL CHECK WITH OTHER TRADES FOR LOCATOR OF EQUIPMENT WHICH REQUIRES ANY HOOKUP, DISCONNECT SWITCHES, RELAYS, ETC. PRIOR TO ANY START OF WORK 40, THE ELECTRICAL CONTRACTOR SHALLVERIFY WITH MECHANICAL CONTRACTOR FOR CONTROL WIRING DIAGRAMS, EXACT LOCATORS AND SIZE OF EQUIPMENT, 41. FIXED WINDOWS SHALL BE SEALED TO LIMIT AiR INFILTRATION. 42. THE MECHANICAL CONTRACTOR SHALL PROVIDE 2 SETS OF MECHANICAL SHOP DRAWING PLANS FOR REVIEWING SHOWING: A. DUCT LAYOUT. B. LOCATION, MANUFACTURER, MODEL NUMBER AND CAPACITY OF THE HVAC SYSTEM COMPONENTS AS WELLAS THERMOSTAT LOCATIONS. C. FOR EACH HVAC UNIT INDICATED ON THE PLANS, ITS EER, COP, ANDiOR COMBUSTION EFFICIENCY. 43. STREET ADDRESS NUMBERS SHALL CONFORM TO THE FOLLOWING: A. ADDRESS SIGNS SHALL BE ILLUMINATED. B. NUMBERS SHALL BE OF A COLOR IN CONTRAST TO THAT OF THE BACKGROUND UPON WHICH THEY ARE MOUNTED, C. NUMBERS SHALL BE LOCATED ON: i. A SIGN LOCATED NEAR THE ENTRANCE TO THE BUILDING WiTH STREET NUMBERS OR. 2. ON A PROMINENT PORTION OF THE BUILDING NEAREST THE STREET SO THAT THE NAME AND/OR NUMBER CAN BE EASILY SEEN FROM THE STREET FRONTING ON THE PROPERTY. D. THE SIGN SHALL BE KEPT CLEAR OF ALL FOLIAGE. E. LOCAL JURISDICTION FIRE STANDARD. 44. ALL ON-SITE UTILITIES SHALL BE INSTALLS UNDERGROUND. BASIS OF DESIGN THE FOLLOWING ARE WHAT THE DESIGN WAS BASED UPON AND ARE THE MINIMUM OR EQUAL MUST BE MAINTAINED IN THE CONSTRUCTION. PROVIDE MINIMUM 2A -10B -C RATED FIRE EXTINGUISHES LOCATED WITHIN A 75 -FOOT TRAVEL DISTANCE FROM ANY POINT 8' CONCRETE TILT PANELS WiTH 3/4' REVEAL SCORING PATTERN METAL STAIR SYSTEM WITH CONCRETRE PAN TREADS SCHINDLER ELEVATOR 3,500 LB CAPACITY CHASE DURRIS SAINO MODEL 3OD0 SLIDING FIRE DOORS DURO LAST'DURO-FLEECE 80 -MIL MEMBRANE', OR SARNAFIL'G410/80' SINGLE PLY FULLY ADHEARED ROOF SYSTEM REZNOR GAS FIRED UNIT HEATERS TO MAINTAIN 40° F FOR FREEZE PROTECTION 25 FT CANDELS MINIMUM LIGHTING IN ALL ASILEWAYS DEC- + 2015 / r F�tz coio� '5- L-A'jQ )?maw iu12 'ZG > 813 SW ALDER STREET PORTLAND OREGON 97205 PHONE 503226.0622 FAX 503-226-0626 7C. MILLER y FM�'ANA.GDN ��� 1464 OF PROJECT NO: 15-105 DRWN BY: JW CHK'D BY: JM DATE: 07/02/2015 Is I:��Z�31 W N 014z AGQz0 0 0 in ,son l Li. z W �za F oG .� t/1 PROJECT NO: 15-105 DRWN BY: JW CHK'D BY: JM DATE: 07/02/2015 Is I:��Z�31 1 11-69-91 12'-6' HIGH x 1 (O u / M II 16'4r �-] 4 4 AL -1 to] JAcl SIGN NOTES ALL MONUMENT SIGNS ARE TO BE INTERIOR ILLUMINATED SEE STRUCTURAL DRAWINGS FOR FOOTINGS SIGN CANS ARE TO BE BIDDER DESIGNED lk 2 SIGN ELEVATION A100 1/4"- V-0" 3 SIGN ELEVATION A100 1/4"- 1V KEYNOTES 1. SAWCUT REMOVE (E) CURB AND PAVEMENT 2. REPLACE PAVING OR CONCRETE CURB REMOVED FOR CONSTRUCTION TO MATCH EXISTING 3. INSTALL (N) ACCESSIBILITY CURB CUT TO MATCH EXISTING 4.—NOTUSED- 5. CONTRACTOR TO VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO DIGGING. 6. (E) CHAINLINK FENCE TO REMAIN 7. ALL DIMENSIONS ARE TO FACE OF BLDG. UNLESS OTHERWISE NOTED. 8. (N) T-V(H) CHAINLINK FENCE 9. (N) SLIDING GATE (38')WITH OPERATOR & CONTROLLER ACTUATOR KEY PAD ON PEDESTAL. 10. CITY OF SPRINGFIELD WELL HEAD 11. SEVEN (N) STREET TREES-'RAYWOOD ASH' 2.1(2" MINIMUM CALIPER 12. (NI) FIRE HYDRANT 13. (N) CONCRETE WALKWAY 14. (N) STEEL BOLLARD 15. ALL NEW STALLS ARE TO BE 9 WIDE AND 20' IN DEPTH. (TYPICAL) 16. ADA PARKING SIGN 17. (N)PARKING STRIPES -TYP. 18. NEW PAVED AREA 19. LANDSCAPED AREA 20. (NI) WALL HYDRANT 21. (N) GAS METER 22. SET NEW WATER METER COVER TO MATCH SIDEWALK ELEVATION 23, PHASE 2 AREA TO BE FINE GRADED WITH TOP SOIL AT ELEVATION 432 FEET AND PLANTED WITH GRASS SEED 24. AREA TO BE GRADED LEVEL WITH ALL ROCK & CONSTRUCTION DEBRIS REMOVED AND PLANTED WITH GRASS SEED 25. EXISTING 30' DRIVE CURB CUTAND APRON TO REMAIN 26. NEW 30' DRIVE 27. No 28. PLACE KNOX BOX AT GATES FOR FIRE ACCESS 29. BIO-SWALES FOR ROOF AND PARKING RUN-OFF 30. GRAVELED FIRE ACCESS DRIVE planner:DEC 4 2015 FI it1 CIO Pv Si UW phis AMAN w�--> p --3 br 1Z-- 813 SW ALDER STREET PORTLAND OREGON 97205 PHONE 503.226.0622 FAX 503.226.0626 N. N V 0% � -j z a0 o� ®5O zo V)u� Lima z v PROJECT NO: 15-105 DRWN BY: 7W CHK'D BY: 7M DATE: 10/13/2015 0 PHASE 2 150'x 100' 1/16"- 11-01 i -P --P I N N I GENERAL NOTES 1. THE CONSTRUCTION SHALL NOT RESTRICT A FNE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOKUP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES -WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. 813 SW ALDER STREET PORTLAND OREGON 97205 PHONE 503-226-0622 FAX 503-226-0626 w C. MILD /,ll.y KEYNOTES O 1. DEMOLISH (E) PLANTER STRIP AND (E) CURB FOR DRIVEWAY ENTRANCE 2. MAINTAIN 36' CLEAR AROUND AIL FIRE HYDRANTS AND FIRE C.7 CONNECTIONS �° 3. NEW FENCE AND GATE 4. TRASH COLLECTION TO BE LOCATED WITHIN BUILDING 5. STRIPE PARKING TO PROVIDE FOR VAN ACCESSIBLE PARKING me 6. CURB -SEE DETAIL 5/A103 o 7. PLACE STANLEY (ASJH) GATE OPERATOR AND ADD BOLLARDS AND KEY PAD (TYPICAL ALL 3 GATES ON SITE) 8. RAIN DOWNSPOUTS 9. ALL EXTERIOR LIGHTING TO BE HUNG OFF BUILDING (MINIMUM 25 FT CANDLES WITH SHIELDS TO KEEP LIGHT OFF NEIGHBORING PROPERTY) 10. INSTALL ACCESSIBILITY PARKING SIGN, TYPICAL SEE DETAIL 2/A103 FOR SIGNAGE INFORMATION 11. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER FINAL SITE PLAN AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING 12. 8' DIA., 4-0' H STEEL BOLLARDS. 13. PLACE KEYPAD ACCESS AND K NOX BOX FOR FIRE ACCESS & RELEASE EIEC «. 4 20 15 OF GATE OPERATOR. DETAILS 19 & 20/A103 /) 14. 15. PARKING STOPS PLACED 18' TO CENTER OFF SIDEWALK SIDEWALK TO BE FLUSH WITH PAVING ���- (� 16. (E) POWER TRANSMISSION TOWER TO REMAIN, MAINTAIN WORKING CLEARANCES AS REQUIRED BY PP&L DURING CONSTRUCTION 17. PARAPET CAP FLASHING TO BE GROUNDED ALONG WEST SIDE OF BUILDING TO GROUND GRID PER DETAIL 13/A702 GROUNDING WIRE TO BE BROUGHT TO FOOTING GROUND SYSTEM EVERY OTHER PANEL JOINT 18. ROOF HATCH FOR ROOF ACCESS THROUGH STAIRWELL 19. USE RIGID POLYISOCYANURATE FOAM INSULATION COMPATIBLE W/ ROOFING SYSTEM (TYPICAL) 20. TRUNCATED DOME WARNING SURFACE 36°X24' MINIMUM 21. GAS METER 22. PLACE 12 x 18"NO PARKING FIRE LANE' SIGNS AT 5Y INTERVALS AT EACH SIDE OF NORTH & SOUTH FIRE LANES ON 2' DIA POST 23. PAINT CURB RED WITH 3' TALL'NO PARKING - FIRE LANE' AT 20' INTERVALS (RED LETTERS ON WHITE BACKGROUND) 24. PLACE A SIGN IN A CONSPICUOUS LOCATION STATING'VEHICLES PARKED IN FIRE LANES MAY BE IMPOUNDED' AND ALSO STATE THE NAME, TELEPHONE NUMBER AND ADDRESS OF THE TOWING COMPANY WHERE THE VEHICLE MAY BE REDEEMED 25. 12 BICYCLE PARKING SPACES LOCATED WITHIN BUILDING 26. SEVEN NEW STREET TREES'RAYWOODASH' 2-1/2' MINIMUM CALIPER 813 SW ALDER STREET PORTLAND OREGON 97205 PHONE 503-226-0622 FAX 503-226-0626 w C. MILD /,ll.y u 9 a PROJECT NO: 15-105 DRWN BY: jW CHK'D BY: JM DATE: 10/13/2015 am v C.7 V �° O (ju O w me 0!Q o 0 L.Lw-0 .� LUCZco u 9 a PROJECT NO: 15-105 DRWN BY: jW CHK'D BY: JM DATE: 10/13/2015 am v ui Z I 'i� 0 PLANTING SCHEDULE SYMBOL COMMON NAME NAME SIZE SPACING QUANTITY REMARKS A ENGLISH LAVENDER "TWICKEL PURPLE" LAVANDULA AUTUSTIFOLIA 1 GALLON 18" O.C. 91 -i zo B BLUE FESCUE FESTUCA OVINA GLAUCA 1 GALLON 18" O.C. 248 C FLOWERING RED CURRENT RIBES SANGUINEUM 5 GALLON N/A 134 o D COMPACT OREGON GRAPE MAHONIA REPENS 1 GALLON 3' O.C. 126 CA E POTENTILLA "YELLOW QUEEN" PHOTINTILLA ATROSONGUINES 5 GALLON 2- O.C. 66 F BOXWOOD "WINTERGREEN" BUXUS MICROPHYLLA 3 GALLON 18" O.C. 42 - G STACHYURUS PROECOX STACHYURUS PROECOX 5 GALLON N/A 47 H FRAGRANT SARCOCOCCA SARCOCOCCA RUSCIFOLIA 1 GALLON 18" O.C. 31 J DOUBLE PURPLE VARIGATED HIBISCUS HIBISCUS SYRIACUS 3 GALLON N/A 28 K WINGED EUONYMUS EUONYMUS ALATA 3 GALLON 3' O.C. 177 L JAPANESE SNOWBELL STYRAX JAPONICAS 1 1/2 GALLON 3' O.C. 63 M PACIFIC WAX MYRTLE MYRICA CALIFORNICA 3 GALLON 3' O.C. 49 N CARPET BUGLE AJUGA REPENS 1 GALLON 2' O.C. 84 0 KINNIKINICK, BEARBERRY ARCTOSTAPHYLLOS UVA URSI 1 GALLON 3' O.C. 95 P RAYWOOD ASH FRAXINUS ANGUSTIFOLIA 21/2" CALIPER N/A 10 W MINIMUM HEIGHT Q REDWOOD "GIGANTEUM" SEQUOIADENDRON GIGANTEUM 21/2" CALIPER N/A 3 8' MINIMUM HEIGHT R SLOUG SEDGE CAREX OBNUPTA 1 GALLON 3' O.C. 195 S SAW BEAK SEDGE CAREX STIPATA 1 GALLON 3' O.C. 420 T DEWEY S SEDGE CAREX DEWEYANA 1 GALLON 2' O.C. 420 U TAPERED RUSH JUNCUS ACUMINATUS 1 GALLON 3' O.C. 420 V BLUE WILD RYE ELYMUS GLAUCUS SEEDED FLAT N/A 61 8" MINIMUM HEIGHT W RED FESCUE FESTCA RUBRA BROADCASTED N/A - OVER ALL UNPAVED SOIL OUTSIDE OF PLANTERS X TUFTED HAIR GRASS DESCHAMPSIA CESPITOSA BROADCASTED N/A - OVER ALLBIO-SWALE AREAS - 2"- 3" HEMLOCK BARK MULCH FOR WEED CONTROL AND MOISTURE RETENTION - ALL LANDSCAPED AREAS TO BE HAND WATERED FOR THE FIRST YEAR TO ESTABLISH THE PLANTING, AND ALL BIO-SWALES TO BE HAND WATERED FOR THE FIRST TWO YEARS - ALL PLANTING TO BE MAINTAINED AND REPLACED IF NOT ALIVE FOR THE FIRST TWO YEARS - MINIMUM 18' TOP SOIL IN ALL PLANTED AREAS, INCLUDING GRASS AREAS (CAN BE STOCKPILED FROM NATIVE TOPSOIL PRIOR TO CONSTRUCTION) ' tq ovnuo vnn vn ivviv jvmvc i nrco iv or ncmvvw 2 (N) BIO-SWALE FOR STORM DRAINAGE SEE PLANTING SCHEDULE FOR SPECIFIC PLANTINGS 3 REMOVE (E) BLACKBERRY'S AND OTHER BRUSH AND HAUL OFFSrrE QQ 1 'q Q Qua �Q 3d_Qd 4q GENERAL NOTES 1. 1B' TOPSOILTO BE PLACED IN ALL BEDS 2. CONTRACTOR TO FIELD VERIFY UTIL17Y LOCATIONS $ GROUNDING RODS PRIOR TO SOIL PREPARATION 3. 2'- T HEMLOCK BARK MULCH FOR WEED CONTROL AND MOISTURE RETENTION 4. CONTRACTOR WILL BE USING CONSTRUCTION ACCESS DRIVE PRIOR TO TREE REMOVAL 1-111AL SITE PLAN DEC 4 2015 P 813 SW ALDER STREET PORTLAND OREGON 97205 PHONE 503-226-0622 FAX 503-226-0626 S �D ��0' wJNK C. IA ER PORTtAMDJ�IREGWN " OF p� PROJECT NO: 15-105 DRWN BY: 3W CHK'D BY: 3M DATE: 10/13/2015 -i zo z UJ o� ,:40 I<'- 0 o azo CA LAI WV I w co - PROJECT NO: 15-105 DRWN BY: 3W CHK'D BY: 3M DATE: 10/13/2015 9'-0' S-0' MIN 314' RADIUS, TYPICAL -A .'moi g 2-0' SIGN LOCATION r-0° (8-0' MIN VAN ACCESSIBLE) J i M C . CONCRETE CURB -PROVIDE i 1 i 4 EXPANSION JOINTS AT 2(Y-0° INTERVALS A ' 4'0 L ASPHALT PAVING OVER COMPACTED ANGLE ORIENTATION FOR GRANULAR FILL SUB GRADE 813 SW ALDER STREET FIELD LAYOUT6' PORTLAND OREGON 97205 01 N 3° 3PHONE 503.226.0622 b FAX 503-226-0626 ACCESSIBLE PARTING SIGN a ACCESS AISLE N PDISA�B m PERMff ONLY Lu 1NHTIE 4 WIDE ONES, TYPICAL § o F b OR20•SB in s� VIOLATOASSUBJECTTO Q / TOWING UNDER OR2HD - ACCESSIBLE PARKING SYMBOLgN SAF C. MILLER ORS811.620ANDFINEUPTO/ w� - a.3 ►-� UNDERORS811.615\�,PoRRMD,Ix 1464 OF RECON 00 #4 CONTINUOUS REBAR, TYPICALN. Z, STAMPED DIAMOND PATTERN ON VAN -ACCESSIBLE RAMPS, TYPICAL - PAINT ��\ RATED PAINT WITH S P RES IC WITH ADDITIVE t� r i ACCESS AISLE U u NOTE: MAXIMUM RAMP SLOPE 1:12 �1 OR ACCESSIBLE PARKING SIGN MOUNT 2 ACCESSIBLE PARKING SIGN 3 PAINTED ACCESS AISLE 4 ACCESSIBLE CURB RAMP 5 CONCRETE CURB A-103 1/2" =1'-0" A—iO3 1-1/2"= 1W A-iO3 1/4"= 1W A-103 1/4" =1'-0" A-103 1-1/2"= 1W CONCRETE WALKWAY WITH LIGHT 34r BROOM FINISH PAINTED WHITE DIRECTIONAL ARROW 4' TROWELED EDGE 314' RADIUS, TYPICAL STANDARD PRE -CAST CONCRETE 1/2' EXPANSION MATERIAL WHEEL STOP SET IN MASTIC 6' 6' CONCRETE CURB- PROVIDE #6 REBAR STAKE AT EACH END 4" 3' EXPANSION JOINTS AT ONY 91/2' INTERVALS ASPHALT PAVING OVER COMPACTED GRANULAR FILL SUB -GRADE ( ASPHALT PAVING OVER COMPACTED ,o GRANULAR FILL SUB -GRADE t za 70 UGHT BROOM 4' 4' UGHT BROOM LIGHT BROOM 4' 4' LIGHT BROOM . -a FINISH, TYPICAL TROWEL TROWEL FINISH,TYPICAL FINISH, TYPICAL TROWEL TROWEL FINISH, TYPICAL I , PTI ..{�. - rr c a _ • �' • ' ss - :.; .M=ad "'`mak 2, `T• : �, ,wrs.p.l�.«- �, �� � �.� � � .a � ,e • �, � ur EXPANSION JOINT WITH , �.,,r�-�� . 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DO NOT OF PLANT FOR WATER RETENTION PRUNE TREE AT PLANTING Z ti/! - DIG WIDE, SHALLOW HOLE WITH 2' BARK MULCH (AVOID MULCH \ TAPERED SIDES CONTACTING TREE TRUNK) CONCRETE FOOTING PRE -FINISHED BICYCLE RACK REMOVE BURLAP EXPANDING GROUT SETTING COMPOUND 10 NELSON STUD (4) PER POST Z SLEEVE (MAINTAIN 1117 COVER O t t MINIMUM) a� TOP VIEW t ' Y PIPE SLEEVE FLUSH WITH TOP OF v, j �t tI WAIL o to + 8° CONCRETE RETAINING WALL Q EQ. EQ. r -a'0 / z1 11 BOLLARD 12 BYCYCLE RACK 13 PLANTING 14 PLANTING 15 GUARD RAIL �� i A-103 3I4" = i'-0" k A-1 03 j 3/4" =1`-0" A-103 j 1/2" =1'-0" A-103 1/2" =1'-91 A-103 j 3" =1'-0" 8' CONCRETE RETAINING WALL #4 CONTINUOUS REBAR, TYPICAL s ' 3/4' RADIUS, TYPICAL CONCRETE CURB w 3' ' � � �' • . CONCRETE TRUCK WELL PAVING FINAL SITE F - DEC - 4 2015 7 ler; � COMPACTED GRANULAR FILL I SUB -GRADE f i PROJECT NO: 15-105 DRWN BY: 7W CHrD BY: 7M DATE: 07/02/2015 5n-e� puw ��b-W -103 16 CONCRETE CURB AT RETAINING WALL 17 8 19 20 w--5 A-103 A-103„ A -i 03 1-1/2"= V-0" n n n KUNOTES O 1. OVERHEAD DOOR -SEE DOOR SCHEDULE 2 RAIN WATER LEADER PROVIDE PROTECTION ON WEST SIDE AND TRAFFIC AREAS 3. FIRE E)MNGUISHER 4. REZNOR GAS FIRED UNIT HEATER TO MAINTAIN 40'F FOR FREEZE CONTROL OF STORAGE AND FIRE SPRINKLER LINES 5. THROUGH THE WALL VENTING OF UNIT HEATER AND MAKE-UP AIR INTAKE DUCTED TO THE UNIT 6. FUTURE KNOCK OUT PANELS FOR ACCESS TO PHASE fl ADDITION 7. ALL INDIVIDUAL STORAGE UNITS ARE TO BE OWNER SUPPLIED AND INSTALLED CONSTRUCTED OF LIGHT WEIGHT NOW COMBUSTIBLE, NON-BEARING MATERIAL DEC - 4 21.15 L�I�� planner, v" cO me",Aco l�we-w--, 813 SW ALDER STREET PORTLAND OREGON 97205 PHONE 503.226.0622 FAX 503.226.0626 001�, wJNKC. MINER PORTLAND, REGON 1464 �j OF 6k, r 0 0 A PRO)ECT NO: 15-105 DRWN BY: )W CHK'D BY: )M DATE: 07/02/2015 V 01, Z V O G1G O z o o moo UJ z a Lij �Z� F o� 0 0 A PRO)ECT NO: 15-105 DRWN BY: )W CHK'D BY: )M DATE: 07/02/2015 FINISH SCHEDULE ALL FLOORING CONCRETE SLAB I I I I I I i IL I ALAEETO HAVE33/8'RADIS AND B(r IHEIGHT 3. PAINT FINISH FOR WALLS, DOORS/ DOOR FRAMES TO BE SATIN 'r ENAMEL COLOR TO BE SELECTED BE ARCHITECT. 4. PAINT FINISH FOR WALLS, CEILINGS, DOORS/ DOOR FRAMES IN 1 LOCKSET 9K37AB15CSTK ROOM # ROOM NAME FLOOR SUBST FINISH BASE NORTH EAST WALLS SOUTH WEST CEILING FINISH HT AFF NOTES 101 GENERAL OFFICE CONC CP RB GP BD I PT CONC / PT ODNC / PT GP BD / PT ACT 9-0' 113 102 REST ROOM CONC SV SV COVE GP BD I PT GPBD / PT GPBD / PT GPBD / PT ACT 8'4' 1,3 103 JANITORS CLOSET CONC SEALER RB CONC / PT CONIC / PT CONC / PT CONIC/PT 0 T S / PT 0 T S 1,3, 5 104 FIRE SPRINKLER ROOM CONC SEALER RB CONC / PT CQNC / PT GPBD / PT GP BD! PT OTS/PT 0 T S 1,3, 5 105 BICYCLE PARKING CONC SEALER - CONC / PT CONC / PT CONC / PT OONC! PT 0 T S / PT 0 T S 1,3, 5 106 DOCK/ LOADING AREA CONC SEALER - CONIC / PT - CONC / PT CONC / PT 0 T S / PT 0 T S 1,3, 5 107 STORAGE AREA SOUTH CONC SEALER - CONC / PT CONC / PT OONC / PT CONC / PT 0 T S / PT 0 T S 1,3, 5 108 STAIR #1 CONC CONC - GPBD/PT GPBD/PT CONCIPT CONIC/PT OTS/PT OTS 113 109 ELEVATOR MACHINE ROOM CONC CONC - GPBD/PT GPBD/PT CMU/PT GPBD/PT OTS/PT OTS 1,3 110 ELEVATOR MACHINE ROOM CONC OONC - CMU/PT GPBD/PT GPBD/PT GPBD/PT OTS/PT OTS 1,3 111 STAIR #2 CONC CONC - GPBD/PT GPBD/PT CONC/PT CONC/PT OTS/PT OTS 1,3 112 STORAGE AREA NORTH CONC SEALER - CONC / PT CONC / PT CONC / PT CONIC / PT 0 T S / PT 0 T S 1,3, 5 113 STAIR #3 CONC CONC - CONCIPT GPBD/PT GPBD/PT CONC/PT OTS/PT OTS 1,3 114 BATH ROOM CONIC SV RB GP BD I PT GP BD / PT GPBD / PT GPBD / PT GP BD i PT V -V 1,3, 4 115 BEDROOM OONC CP RB GPBD/PT GPBD/PT GPBD/PT GPBD/PT GPBD/PT 8-0' 11,3 116 BEDROOM CONC CP RB GPBD/PT GPBD/PT GPBD/PT GPBD/PT GPBD/PT 94' 1,3 117 KITCHEN CONIC SV RB GPBD!PT GPBD/PT GPBD/PT GPBD/PT GPBD/PT V -W 1,3 118 LANG ROOM GONG CP RB GPBD!PT GPBD/PT GPBD/PT GPBD/PT GPBD/PT 8'-0' 1,3 119 DINING ROOM CONC CP RB GPBD/PT GPBD/PT GPBD/PT GPBD/PT GPBD/PT 94' 1,3 201 STORAGE AREA SOUTH CONC SEALER HM - CONC/PT CONC/PT CONC/PT CONC/PT OTS/PT OTS 1,3,5 202 STAIR#1 CONC CONC - GPBD/PT GPBD/PT CONCIPT OONC/PT OTS/PT OTS 12.0' 203 STAIR #2 CONC CONC - GPBD/PT GPBD/PT CONC/PT CONC/PT OTSIPT OTS T4' 204 STORAGE AREA NORTH OONC 3EALER - CONC / PT CONC / PT CONC / PT CONC! PT 0 T S / PT 0 T S 1,3, 5 205 STAIR #3 CONC 3EALER - CONC/PT GPBD/Pr. GPBD/PT CONCiPT OTS/PT OTS 1,3,5 301 STORAGE AREA SOUTH CONC 311UR - CONC i PT CONC/PT CONC / PT CONC 1 PT 0 T S / PT 0 T S 1,3, 5 302 STAIR#1 CONC CONC - GPBD/PT GPBDIPT CONC/PT CONC/PT OTS/PT OTS 6'$' 303 STAIR #2 CONC CONC - GPBD / PT GPBD / PT OONC / PT CONIC! PT 0 T S / PT 0 T S 6'48' 304 STORAGE AREA NORTH CONC SEALER WOOD - CONIC / PT CONC / PT CONC / PT CONC / PT 0 T S / PT 0 T S 1,3, 5 305 STAIR #3 GONG CONC - CONC/PT GPBD/PT GPBD/Pi CONC/PT OTS/PT 07S I T-0' 1314' SC WOOD NIA HM 45 MIN 8 1,2 119 T -T T4Y NOTES ALL FLOORING CONCRETE SLAB I I I I I I i IL I ALAEETO HAVE33/8'RADIS AND B(r IHEIGHT 3. PAINT FINISH FOR WALLS, DOORS/ DOOR FRAMES TO BE SATIN 'r ENAMEL COLOR TO BE SELECTED BE ARCHITECT. 4. PAINT FINISH FOR WALLS, CEILINGS, DOORS/ DOOR FRAMES IN 1 LOCKSET 9K37AB15CSTK RESTROOM TO BE SEMIGLOSS ENAMEL COLOR TO BE LCN SELECTED BY ARCHITECT. 5. ALL EXPOSED CONCRETE FLOORS TO HAVE CLEAR SEALER 3 1 SILENCER SR64 APPLIED 0 COATS) LET COAT FULLY CURE BEFORE NES REAPPUCA110N. THOROUGHLY CLEAN FLOOR PRIOR TO 626 APPLICATIONS 1 '� 3 -HR SLIDING FIRE DOOR 203 j 1/4" =1`-0" BOLT THROUGH WALL FOR TRACK SUPPORT RUN CHAIN TO PIPE THRU WALL FUSIBLE UNK /.-- SELF CLOSING WEIGHTS �- WEIGHT TUBE 8' DIAM. 14 GA. CAPPING CHANNEL AT PERIMETER OF DOOR �- 4' OVERLAP ON EACH SIDE AND TOP OF OPENING �-- 318` MAXIMUM OPENING CLEARANCE AT FLOOR FLOOR GUIDE ROLLER FLOOR STOP HARDWARE GROUP 1 I I I I I I i IL I I I � I I I i I I ► I I I 4' i ( QUANTITY ITEM NUMBER AND SIZE FINISH 'r 11/2 PR BUTTS FBB-19941/2x41/2 630 1 '� 3 -HR SLIDING FIRE DOOR 203 j 1/4" =1`-0" BOLT THROUGH WALL FOR TRACK SUPPORT RUN CHAIN TO PIPE THRU WALL FUSIBLE UNK /.-- SELF CLOSING WEIGHTS �- WEIGHT TUBE 8' DIAM. 14 GA. CAPPING CHANNEL AT PERIMETER OF DOOR �- 4' OVERLAP ON EACH SIDE AND TOP OF OPENING �-- 318` MAXIMUM OPENING CLEARANCE AT FLOOR FLOOR GUIDE ROLLER FLOOR STOP HARDWARE GROUP 6 HARDWARE GROUP 1 HARDWARE GROUP 3 MANUFACTURER QUANTITY ITEM NUMBER AND SIZE FINISH STANLEY 11/2 PR BUTTS FBB-19941/2x41/2 630 BEST 1 LOCKSET 9K37AB15CSTK 626 LCN 1 CLOSER 4111-CSH 689 NES 3 1 SILENCER SR64 GREY NES 12 1 KICKPLATES 1236 626 HARDWARE GROUP 6 HARDWARE GROUP 2 HARDWARE GROUP 3 MANUFACTURER QUANTITY ITEM NUMBERANDSIZE FINISH STANLEY IIMPR BUTTS FBB-1994112x41/2 630 INDiCATORLOCKCO 1 PRIVACY W/IND 700358689307 626 LCN 1 CLOSER 4111-CUSH 689 NES 3 SILENCER SR64 GREY IVES 12 1 KICKPLATES 1236 626 HARDWARE GROUP 6 HARDWARE GROUP 5 HARDWARE GROUP 3 MANUFACTURER MANUFACTURER ITEM QUANTITY ITEM NUMBERANDSIZE FINISH STANLEY 11/2 PR BUTTS FBB-19941/2x41/2 630 BEST 1 LOCKSET 9K37AB15CSTK 626 LCN 1 CLOSER 4111- CSH 689 PEMCO 1 AUTO DR BTM 411m36 626 NES 13 SILENCER I SR64 GREY HARDWARE GROUP 6 HARDWARE GROUP 5 HARDWARE GROUP 4 MANUFACTURER MANUFACTURER ITEM QUANTITY ITEM NUMBER AND SIZE FINISH STANLEY 11/2 PR BUTTS FBB-19941/2x41/2 630 BEST 1 PASSAGE 9K37R15CSTK 626 LCN 1 CLOSER 4111-CUSH 889 PEMCO 1 GASKET SSBGR 689 IVES 13 SILENCER SR64 GREY NES 12 1 KICKPLATES 1 1 626 HARDWARE GROUP 6 HARDWARE GROUP 5 MANUFACTURER QUANTITY ITEM NUMBER AND SIZE MANUFACTURER QUANTITY ITEM NUMBER AND SIZE FINISH VON DUPRIN 1 PANiC HDWR 99•F 626 LCN 1 CLOSER 4111-CUSH 689 STANLEY 11/2 PR BUTTS FBB-199 4112 x 4112 630 PEMCO 1 BOTTOM W/ RAIN DRIP 345 NB 626 PEMCO 1 GASKET SWGR 689 IVES 1 LATCH GUARD LG13 626 PEMCO 1 AUTO DR BTM 411AN-36 626 NES 3 SILENCER SR64 GREY NES 13 1 WALL STOP WS11 US26D HARDWARE GROUP 6 MAXIMUM DOOR OPENING EFFORTS OF 5 LBS. AT EXTERIOR AND MANUFACTURER QUANTITY ITEM NUMBER AND SIZE FINISH STANLEY 11/2 PR BUTTS FBB-19941/2x41/2 630 1 PRIVACY 626 NES 1 WALLSTOP WSil US26D HARDWARE GROUP 7 MAXIMUM DOOR OPENING EFFORTS OF 5 LBS. AT EXTERIOR AND MANUFACTURER QUANTITY ITEM NUMBER AND SIZE FINISH STANLEY 11/2 PR BUTTS FBB-19941/2x41/2 630 1 PASSAGE 626 IVES 1 WALL STOP WS11 US26D HARDWARE GROUP 8 MANUFACTURER I QUANTITY NUMBER AND SIZE FINISH IVES 2 WIRE PULLS 626 DOOR SCHEDULE MAXIMUM DOOR OPENING EFFORTS OF 5 LBS. AT EXTERIOR AND INTERIOR DOORS 2, INSTALL DOOR WITH HARDWARE THAT WILLALLOW DOOR TO BE 101A OFFICE OPENED FROM THE INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE, DOOR # W SIZE HT THK MALL TYPE GLAZ FRAME MALL TYPE HEAD DETAIL JAMB FIRE RATING LABEL THRESHOLD HARDWARE GROUP NOTES 101A 3'-0' T-0' 13/4' HM N/A HM 3 /A-702 8 / A-702 1 1,Z3 1018 3'4' 7-0' 1-314' HM NiA HM 3/A-702 8iA-702 3 -HR 1 1,2,3 10iC 3'4' T4' 1314' HM NIA HM 41A-702 9/A-702 3 1,2 102A 3'-0' T-0' 13/0 SCWOOD NiA HM 4/X702 91X702 2 1,2 102B T -W T-0' 1314' SCWOODI WA HM 4/A-702 9/A-702 2 1,2 104 3'-0' T-0' 1.314' HM WA HM 41A-702 9/A-702 3 1,2 106A 124' 12.0' - OIH NIA 10/A-702 90 MIN MFR OVERHEAD DOOR OPPERATOR 106B 3'4' T-0' 13/0 HM NIA HM 3 /A-702 8/A-702 90 MIN 3 1,213 106C 12-0' 12-0' - O/H NIA 10/A-702 90 MIN MFR OVERHEAD DOOR OPPERATOR 106D 124Y 12-V OM NIA 101A-702 90MIN MFR OVERHEAD DOOR OPPERATOR 106E 3'-0' T4' 13/4' HM WA HM 3/X702 8/A-702 90 MIN 3 1,213 106F 12-0' 12-0' . O/H WA 10/A-702 90 MIN MFR OVERHEAD DOOR OPPERATOR 107A 34' T-0' 1-$W HM N/A HM 45 MIN 4 1,2 1078 T4Y T4' 13/4' HM NIA HM 45 MIN 4 1,2 108A 3'4' T4' 1314' HM N/A HM 1 -HR 4 1,2 108B 3'-0' T -v 13/4' HM N/A HM 90 MIN 5 1, 2, 3 109 3'4' 71-0' 1314' HM NIA HM 4lA-702 9 /A-702 3 1,2 110 3'4' T4' 13/4' HM WA HM 4/A-702 9/A-702 3 1,2 111A 3'-0' T-0' 13/4' HM NIA HM 4/A-702 9/A-702 1 -HR 4 1,2 1118 3'-0' T-0` 1314' HM NIA HM 3/A-702 81A-702 90 MIN 5 1,2,3 i11C 3'-0' T4' 13/4' HM N/A HM 3/A-702 8/A-702 3 -HR 4 1,2 112 8'4' 12.0' . SLIDING NIA 3. HR MFR 4 113A 3'-0' T4' 1-314' HM NIA HM 4/A-702 9/A-702 1 -HR 4 1,2 113B VO T4' 1314' HM NIA HM 3/A-702 8/A-702 90 MIN 5 1,2,3 114 V-0' 8'3` 13/4' WOOD NIA WOOD 6 1,2 i15A 3'-0' Do 13/0 WOOD N/A WOOD 7 1,2 1158 4'4' 6'$' 13/4' WOOD N/A WOOD 8 1,2 116A 4'-0' 6'48' 13/4' WOOD NIA WOOD 8 1,2 1166 V -V I 64' 13/4' WOOD NIA WOOD 7 1,2 118 T -V I T-0' 1314' SC WOOD NIA HM 45 MIN 8 1,2 119 T -T T4Y 13/4' SC WOOD NIA HM 3 iA-702 8 / A-702 1 1,2 201A 3'-0' T-0' 1-3/4' HM N/A HM 45 MIN 4 1,2 2016 3'4' T4' 1314' HM N/A HM 45 MIN 4 1.2 202 3'4' T-0' 1314' HM NIA HM 4/A-702 9/A-702 1. HR 4 1,2 203A 3'4' T4' 1314' HM NIA HM 4/A-702 91A-702 i -HR 4 1,2 203B 3'4' T-0' 1314' HM NIA HM 3/A-702 8/A-702 3 -HR 4 1,2 204 6'-0' 10'4' - SUDING NIA 3 -HR MFR 4 205 3'4' 71-0' 1319 HM NIA HM 4/A-702 9/A-702 1 -HR 4 1,2 301A 3'-0' T-0' 1314' HM N/A HM 45 MIN 4 1,2 301B Y0 T4' 1314' HM N/A HM 45 MiN 4 1,2 302 3'0 T-0` 1314' HM NIA HM 4/A-702 9/A-702 1 -HR 4 1,2 303A V -V T4' 104' HM NIA HM 4/A-702 9/A-702 1 -HR 4 1,2 303B 3'-0' T4' 13/4' HM NIA HM 31A-702 8/A-702 3 -HR 4 1,2 304 6-0' 120' SUDING NIA 3. HR MFR 4 305 3'-0' T4 1 13/4' HM NiA HM 4/A-702 9/A-702 1- HR 4 1,2 NOTES 1. MAXIMUM DOOR OPENING EFFORTS OF 5 LBS. AT EXTERIOR AND INTERIOR DOORS 2, INSTALL DOOR WITH HARDWARE THAT WILLALLOW DOOR TO BE 101A OFFICE OPENED FROM THE INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE, EXIT OR EFFORT 3. LATCH GUARDS ON EXTERIOR SIDE 4. SUDING FIRE DOORS ARE TO BE LEFT IN THE OPEN POSITION AND WILL SELF CLOSE WHEN ACTIVATED BY FUSIBLE LINK s SIGN SCHEDULE DOOR ROOM NAME # EXTERIOR SiGN TEXT INTERIOR SIGN TEXT 101A OFFICE OFFICE EXIT 1018 OFFICE OFFICE EXiT 101c I OFFICE OFFICE 102 REST ROOM REST ROOM 102 REST ROOM REST ROOM ®z0 104 FIRE SPRINKLER ROOM FIRE SPRINKLER ROOM 1068 EXIT ROUTE 106E I EXIT ROUTE 108A STAIR #1 ZV 108B STAIR #1 �UZ Z 109 ELEVATOR MACHINE ROOM ELEVATOR MACHINE ROOM DOT 110 ELEVATOR MACHINE ROOM ELEVATOR MACHINE ROOM EXIT 111A STAIR #2 EXIT ROUTE 111B STAIR #2 EXIT 111 C STAIR #2 EXIT ROUTE 113A STAIR #3 EXIT ROUTE 1138 STAIR #3 EXIT 202 STAIR #1 EXIT 203A STAIR #2 EXIT 2036 STAIR#2 EXIT 205 STAIR #3 EXIT 302 STAIR #1 EXiT 303A STAIR #2 EXIT 303B STAIR #2 EXIT 305 STAIR #3 EXiT SIGNAGE TO BE MOUNTED ON WALL MOUNTED AT V -W ABOVE FINISHED FLOOR AND ADJACENT TO LATCH SIDE OF DOOR WiTH TACTILE BRAILLE TYPE INCLUDED IN THE LOWER RIGHT HAND CORNER. RESTROOMS TO RECEIVE ADDITIONAL DOOR SIGNAGE TEXT ALONG WiTH THEIR FIELD SHALL HAVE A NON -GLARE FINISH. TEXT SHALL CONTRAST WITH THE FIELD WiTH EITHER AUGHT TEXT ON A DARK HELD ORA DARK TEXT ON AUGHT FIELD. TEXT SHAD_ BE 518 INCH (18 MM) IN HEIGHT MIN AND BE 1/32' SANS -SERIF UPPERCASE CHARACTERS. Fr Jh�2 EXIT SIGN I'1G1J�7 6" = V-0" 31 EXIT ROUTE SIGN �Al MATTE FINISH FOR IMPROVED VISIBILTTY. INCLUDES PERMANENT ADHESIVE TAPE WITH EASY -TO -REMOVE BACKING FOR FAST MOUNTING. PROVIDES VISUAL, TACTILE AND GRADE 2 BRAILLE INFORMATION. ACRYLIC CORE IS MANUFACTURED WITH A LASER -ENGRAVED, 1/32 -IN. TOP COLOR/ TACTILE LAYER. SIGN TO MEET FEDERALADA/ ADAAG GUIDEUNES MATTE FINISH FOR IMPROVED VISIBILTTY. INCLUDES PERMANENT ADHESIVE TAPE WITH EASY -TO -REMOVE BACKING FOR FAST MOUNTING. PROVIDES VISUAL, TACTILE AND GRADE 2 BRAILLE INFORMATION. ACRYLIC CORE IS MANUFACTURED WiTH A LASER -ENGRAVED, 1132 -IN. TOP COLOR ITAC11LE LAYER. SIGN TO MEET FEDERAL ADA IADAAG GUIDEUNES Fs LOA �_; AN NAL SITE I i L cwq tT67 N,pq,) 2. --- 813 SW ALDER STREET PORTLAND OREGON 97205 PHONE 503-226-0622 FAX 503-226-0626 ��09 w C. MILLER C„2 PORRAND, GDN 14&1 OF w V LA PRO}ECT 140: 15-105 DRWN BY: IW CHK'D BY: JM DATE: 07/02/2015 0 W � z V O ®z0 0 A ZV �UZ Z �A. w V LA PRO}ECT 140: 15-105 DRWN BY: IW CHK'D BY: JM DATE: 07/02/2015 0 1 2 3 4 5 6 7 8 9 10 11 ' 1 WEST ELEVATION A301 1/91-11-01, 11 10 9 8 7 6 5 4 3 2 1 EAST ELEVATION NOR' 1/811-11-01, /8,1_1101, SOUTH ELEVATION 1/8" -l' -O" PLA 15 813 SW ALDER STREET PORTLAND OREGON 97205 PHONE 503226.0622 FAX 503-226-0626 w 'C. 91LLER �, PORTUINDI,�GON �Aa 1464 OF 7 �J PROJECT NO: 15-105 DR" BY: )W CHK'D BY: jAi DATE: 07/02/2015 A301 I ©R P� u L7 O% z eG V® 0 Qz E— 0 F-0 Ind V c.0 V) �- z 7 �J PROJECT NO: 15-105 DR" BY: )W CHK'D BY: jAi DATE: 07/02/2015 A301 I ©R 0 453.94 F.S. �,W N 87°50'59 W --- , :n _ = =--=618.08' 1 ` 428.50 T.Ct 20 — - — r 427.50 Ell. 'azs ; 425.00 INV. i 4 --� 22 7' :r r , f u ='j� (' , l40z x� \moi` �} 06. 10 r y. 31 ��j "�.� ; 22r: 30 I 30 2 27 ZONE � — - 24 — NE FLOOD ZO 74 I- t 23 N 87'45'30" W 77, w 40CD 45 o a; z .- 46 N >, 8r453Q'; W; �_250,.4 TRANSt ORIMER 44 j h.I I Y\ I I I I goo. a. \ 0 � ENGINEER'S NOTE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED �0 CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST \ BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY. C0NSTRt1CTI0N CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE ESTIMATED QUANTITIES ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND THE FAVREAU GROUP DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. =—f rKUrtK I I 1_NvtJ OVERALL BOUNDARY - CENTERLINE OR SURVEY LINE - .w30 - EXISTING MAJOR CONTOUR AND ELEVATION EXISTING MINOR CONTOUR EX. 12" S.D. EXISTING STORM DRAIN AND SIZE EX. 8" W EXISTING WATER AND SIZE EX. 8" S.S. EXISTING SANITARY SEWER AND SIZE - - - - - - - - EXISTING FLOOD ZONE BOUNDARY 12" S.D. PROPOSED STORM DRAIN AND SIZE CONSTRUCTION NOTES 20 INSTALL 18" DIA. INLET PER DETAIL HEREON 21 INSTALL 12" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL 22 INSTALL 8" PVC SDR 35 STORM DRAIN OR APPROVED EQUAL 23 CONNECT TO EXISTING MANHOLE 24 INSTALL TRUCK TRAFFIC RATED TRENCH DRAIN 25 INSTALL CLEANOUT 26 CONNECT TO EXISTING INLET 27 INSTALL 8" ISOLATION VALVE 30 INSTALL 6" PVC SDR 35 SANITARY SEWER OR APPROVED EQUAL 31 INSTALL 6" CLEANOUT 40 INSTALL 6" CAST IRON WATER LINE 41 INSTALL 6" GATE VALVE AND FIRE HYDRANT ER AND REDUCED PRESSURE BACKFLOW ASSEMBLY IE CTOR BACKFLOW ASSEMBLY ER on N 1135.3171 E 898.6102 HOWN) NOTES: 1 - TRAP TO BE REMOVABLE TO ALLOW FOR FULL ACCESS TO OUTLET PIPE. 2 - FRAMES, GRATES, HOODS, & BASE PLATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS it MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTEDUNIFORMLY IN ACCORDANCE WITH ASTM D2321. 4 - PVC AREA DRAIN BASIN SHALL BE OREGON PLUMBING CODE APPROVED. 20 SG INLET DETAIL FINAL SITE PLAN 2015 flLIE wov r O O 00 O O 11--o O J r. co04 O O CDL6 � O o �1 z c/) O OP — �U) w W o w F. CD z EY_ w Z 0 Z w J A W v - It _Uo W� 0o OW zo 0 Low " w W ��RED PROI k*#18!L�,O�PE 1 LW UN 0NY QFCJ . yJ. EXPIRES DEC. 31, 2015 SHEET 2 OF 3 24' LINE TOP OF SWALE WITH - - - 12" S.D. I co I L -J 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. 3. SEE SWALE PLANTING SCHEDULE BELOW. GRASSY SCALE DETAIL 13 NO 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. 3. SEE SWALE PLANTING SCHEDULE BELOW. 14 BIS -SCALE D�'TAIL NO SCALE SWALE PLANTING SCHEDULE ZONE COMMON NAME SIZE SPACING QUANITY W SLOUG SEDGE 1 GALLON 3' O.C. 40 A SAW BEAK SEDGE 1 GALLON 3' O.C. 90 A DEWEY'S SEDGE 1 GALLON 2' O.C. 90 A TAPERED RUSH 1 GALLON 3' O.C. 90 B BLUE WILD RYE SEEDED FLAT 12" O.C. 8" MINIMUM HEIGHT B RED FESCUE BROADCASTED 12" O.C. OVER ALL SWALE AREAS B TUFTED HAIR GRASS BROADCASTED 12" O.C. OVER ALL SWALE AREAS NOTES PLANTING LEGEND RETE SCUPPER ZONE A: AREA OF THE FACILITY DEFINED AS THE BOTTOM OF THE FACILITY TO THE DESIGNED HIGH WATER MARK. THIS AREA HAS MOIST TO WET SOILS AND PLANTS LOCATED HERE SHALL BE TOLERANT OF MILD INUNDATION. ZONE B: AREA OF FACILITY DEFINED AS THE SIDE SLOPES FROM THE DESIGNED HIGH WATER LINE UP TO THE EDGE OF THE FACILITY, THIS AREA TYPICALLY HAS DRYER TO MOIST SOILS, WITH MOIST SOILS BEING LOCATED FARTHER DOWN THE SIDE SLOPES. PLANTS HERE SHOULD BE DROUGHT TOLERANT AND HELP STABILIZE THE SLOPES. ZONE W: AREA OF THE FACILITY DEFINED AS THE BOTTOM OF THE FACILITY UP TO ONE FOOT UP THE SIDE SLOPES. WETLAND HERBACEOUS PLANTS (AQUATIC AND EMERGENT)eMERGENT WET TO SATURATED, 1. TAX LOT 17-03-15-32-700, 800, 900, 1000.. THE SUBJECT SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION AREA. 3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 4. THE NEAREST TRANSIT FACILITY IS LOCATED JUST EAST OF SPORTS WAY ON INTERNATIONAL WAY.. 5. PROPOSED IMPERVIOUS AREAS: TOTAL = 25,450 S.F. (BUILDING = 6,990 S.F., PAVING = 15,820 S.F., GARAGE = 2,640 S.F.) 6. TOTAL AREA = 45,350 S.F. 7. ESTIMATED EARTHWORK: FILL = 2,500 C.Y., CUT = 750 C.Y. 8. GROSS FIRST FLOOR AREA = 25,000 S.F., REQUIRED OPEN SPACE = 6,250 S.F., OPEN SPACE PROVIDED = 9,175 S.F. WELLHEAD PROTECTION NOTES: Any chemical spills or leaks must be cleaned up immediately and clean-up materials disposed off-site and in accordance with Lane County and DEQ requirements. In every case, core shall be taken to prevent groundwater contamination. DNAPL Prohibition: The contractor and all subcontractors are required to provide the owner's engineer with copies of MSDSs for all chemicals proposed for use on-site prior to use or delivery to the property. Based on these MSDSs, the engineer will determine if the chemical is approved for use on this site (i.e., whether or not the product contains DNAPLs). The engineer may contact the SUB Drinking Water Source Protection Coordinator (744-3745) with any questions about evaluating products for DNAPLs. A copy of the MSDS for all chemicals used on the project will remain on the job site as required by law. Chemical handling, storage, and use: Controctors/developers shall be responsible for the safe handling and storage of chemicals, petroleum products, and fertilizers and the prevention of groundwater and storm water runoff contamination. Chemicals used during construction, including point and cleaning materiels/wastes, must not enter the soil or be washed into the storm water system. All chemicals should be stored in adequate secondary containment. Equipment maintenance and fueling: Precautions must be token to prevent Fluid-containing equipment located outside from leaking, including providing a dedicated area for fueling and maintenance of equipment. This area should be prepared and maintained in a way that prevents spills or leaks from migrating to the soil or storm water drainage system. No fill materials containing hazardous materials shall be used on this site 458.78 F. S. N 453.94 F. S. I PROPOSED FENCE F.L. 15 - {- C , O.s� 432.15 2 ' 15 R=`30 { too' 432.50 I n T.C. 10, �. 5' 12 z CZ: n 7 457.16 ' F. S. (° < ` 0 431.70 If + F.' i n cg 432,! 1 o F.S. v!' �� 4. 430 15 E.S.' a `CNJ 9 I If I tF.S.' J. 3 N 87°50 59' W1, - - _ 08'w - 427.80 T.G - 427.50 L. i 4 7 430x17 1 10 T.C, T.C. R=3 43 .27 6 - T.C. \ j 3` I �+ 430.10 T. �4 0.1C. 30 4302 1 h 431.90 T.C. 4`3 .34 \ 4 T.C.\ C4 0, 40 T. 3 2 T i \ 0.1043. �.2 i I� S F. S. I 7 432 35 z ( T.C. X432.45 0 _ f 11 95 0l a 4 \ o e j � (_... ` ZONE - 431.20 FLOOD ZONE T.C. 1 "s t "431 25 - - -'A-- T.C. --�- i 4 1.5 N87'45'30" W 1 164.81' J r -T CO 4 , p r. : 4 .65 H.P. o T.C. M 431.23 Ln T.C. z N 874.30" W.,. 0 430.28 T. C. 9 _ ._250 48` iRANSEOPL3i' - s 429.60 5 T.C. Z W 0 V lj I Z` (� ? Q U_ W LL W LL W � o Z ~ LL 3 s l LEGEND ® ° I' PROPERTY LINES OVERALL BOUNDARY V I CENTERLINE OR SURVEY LINE �f1 - EXISTING MAJOR CONTOUR AND ELEVATION EXISTING MINOR CONTOUR IE EX. 12' S.D. 0 I j EXISTING STORM DRAIN AND SIZE O I I I EX, 8 W EXISTING WATER AND SIZE O J I EX 8" S.S. O ,I I I OEXISTING SANITARY SEWER AND SIZE r" 0 ? I - - -- EXISTING FLOOD ZONE BOUNDARY F- I 12" S.D. N o I PROPOSED STORM DRAIN AND SIZE ch O j , i �I 9 f d� ❑ ti �f M jI i CONSTRUCTION NOTES �I z o ?) I 1O CONSTRUCT 4" AC OVER 12" OF CRUSHED ROCK w T� II ( (D CONSTRUCT 6" CURB GUTTER 11 CONSTRUCT 6" CURB ONLY f F ❑w ca CONSTRUCT 4" THICK CONCRETE OVER 2° OF 3/4" -0° CRUSHED ROCK SIDEWALK p z CONSTRUCT STANDARD DRIVEWAY PER CITY STDS., WIDTH PER PLAN a Q CONSTRUCT 3' WIDE CONCRETE VALLEY GUTTER Q f Q 7� CONSTRUCT ADA RAMP i ® CONSTRUCT 12" THICK CRUSHED ROCK FIRE ACCESS, 1 1/2" - 0" E 09 TAPER CURB HEIGHT FROM 6" TO 0" IN 2' 10 CONSTRUCT 2' WIDE OPENNING IN CURB 11 INSTALL 3' WIDE RIP RAP APRON, CLASS 50 Z {/} 12 ° o INSTALL WHEEL STOP H a D li (13 CONSTRUCT SOAKAGE TRENCH PER TYPICAL SECTION HEREON W U) 1 14 CONSTRUCT BIO-SWALE PER TYPICAL SECTION HEREON 0 LJJ j 15 INSTALL 'NO PARKING" AND "FIRE LANE" SIGN PER CITY OF EUGENE'S STANDARD TM200(B). \\ i 1 1 1 } SCALE: 1" = 60' I J i FINAL SITE PLAN DEC 4 - m H CL D 0 00 o O _z M co coW V V W ^ W aITv Z W 0 000 t� w ° IX m Q o0 LL', LL! MW a W c� W = W u7 F - z a ,QED PROFFSsi �C, #182 0 PEE f' �1 ON QFC 3040 EXPIRES DEC. 31, 2015 PLA-T3 k�W WAS SHEET OF 3