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Plan, Tentative APPLICANT 9/23/2020
W 0 oil a 4 " I OR ok k1l iv I al :1 :C&71 U OR 10 LCI 2 1 :1 Springfield Spring -Lane Mobile Spas & Tanning Home Village 7 -Eleven N L 7 r 126 AutoCraft Main st 1 Grocery Outlet Q PROJECT LOCATION 2 VICINITY MAP NTS 11291 South A Street General Trailer Parts Q SFSt Star Rentals ; A SS Q OO GENERAL CS COVER SHEET ■ G2.01 WAREHOUSE - FIFE& LIFE SAFETY PLAN ■ 04 ARCHITECTURAL 10.01 DATA SHEET I ■ n 10.11 DATA HORIZONTAL ASSEMBLIES ■ A1.01 I SITE PLAN ■ A2.01 WAREHOUSE -SLAB PLAN & FLOOR PLAN ■ N M A2.02 WAREHOUSE - ROOF PLAN yQW� 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 A2.11 SHED - SLAB PLAN & FLOOR PLAN W QW W QW W A2.12 SHED - ROOF PLAN ■ APPLICABLE CODES: J � A2.21 PREMANUFACTURED T -SHED - SLAB PLAN &FLOOR PLAN ■ PARRLUMBER W A2.22 PREMANUFACTURED T -SHED - ROOF PLAN ■ 38 NORTHWEST DAVIS 503.245.7100 NUMBER SHEET NAME MECHANICAL CODE OREGON MECHANICAL SPECIALTY CODE (OMSC) - 2019 EDITION N J OO GENERAL CS COVER SHEET ■ G2.01 WAREHOUSE - FIFE& LIFE SAFETY PLAN ■ 04 ARCHITECTURAL 10.01 DATA SHEET I ■ n 10.11 DATA HORIZONTAL ASSEMBLIES ■ A1.01 I SITE PLAN ■ A2.01 WAREHOUSE -SLAB PLAN & FLOOR PLAN ■ PORR- AN�- 5 a N Q' A2.02 WAREHOUSE - ROOF PLAN ■ 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 A2.11 SHED - SLAB PLAN & FLOOR PLAN ■ SEPARATE PERMITS ARCHITECTURAL A2.12 SHED - ROOF PLAN ■ APPLICABLE CODES: J � A2.21 PREMANUFACTURED T -SHED - SLAB PLAN &FLOOR PLAN ■ PARRLUMBER W A2.22 PREMANUFACTURED T -SHED - ROOF PLAN ■ 38 NORTHWEST DAVIS 503.245.7100 ���O��1���++qqqq��,,,, � I� i A3.11 WAREHOUSE- EXTERIOR ELEVATIONS ■ EI Trenecito F A3.12 ISHED&PREMANUFT-SHED - EXTERIOR ELEVATIONS ■ FFF j 0 EXISTING PARKINGe I 1 WAREHOUSE- BUILDING SECTIONS 111r1 SHED&PREMANUFT-SHED - BUILDING SECTIONS ■ A4.51 IWAREHOUSE&SHED - WALL SECTIONS ■ 91 Holiday Cain Laundry i A7.11 1 EXTERIOR DETAILS ■ EXISTING RETAIL STORE A7.12 EXTERIOR DETAILS ■ I Joey's Piz: j F1±14,5855F Sesr r r S RoOth' INt* Rd N (PH L_ Mill Race Path Bridge TRUE SITE KEY PLAN 1"-30 0" AMA TEAM MARIAN KILR_LY OWNERTEAM PORR- AN�- 5 a N Q' 0 OF IPF 1 6 A /i TIM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 BUILDING/ CODE INFORMATION SEPARATE PERMITS ARCHITECTURAL SAN FRANCISCO, CA 94103 OWNER ANKROM MOISAN ARCHITECTS, INC. APPLICABLE CODES: J � - FIRE SPRINKLERS ANKROM MOISAN ARCHITECTS Z PARRLUMBER W BUILDING CODE OREGON STRUCTURAL SPECIALTY CODE(OSSC)-2019 EDITION - FIRE ALARM SYSTEM 38 NORTHWEST DAVIS 503.245.7100 5630 NE CENTURY BLVD 503.614.2500 MECHANICAL CODE OREGON MECHANICAL SPECIALTY CODE (OMSC) - 2019 EDITION N J SUITE 300 wm.ankrommoisan.com HILLSBORO, OR 97124 wm.pam.com PLUMBING CODE OREGON PLUMBING SPECIALTY CODE(OPSQ - 2017 EDITION PORTLAND, OR 97209 ENERGY CODE OREGON ZERO ENERGY READY COMMERCIAL CODE(OZERCC)-2019 EDITION ELECTRICAL CODE OREGON ELECTRICAL SPECIALTY CODE (OESQ - 2017 EDITION PRINCIPAL 503.592.1344 PROJECTMANAGER 503.614.2544 09/21/2020 194250 I MARIAH KIERSY mariahk@anrkommoisan.com DAVEFRANK dwidf@parr.com NATIONAL ELECTRICAL CODE(NEC) BASED ON NFPA 70 FIRE CODE CITY OF SPRINGFIELD FIRE CODE PROJECT MANAGER MELINDA MCMILLAN 503.892.5352 ACCESSIBILITY AMERICANS WITH DISABILITIES ACT(ADA) - 2010 EDITION DELEGATED DESIGN melindam@ankrommoisan.com OREGON STRUCTURAL SPECIALTY CODE (OSSC) - 2019 EDITION - MECHANICAL DESIGN STANDARDS: - ELECTRICAL SPRINKLERS NFPA 13 -PLUMBING CIVIU LANDSCAPE FIREALARMS NFPA 72 - STEEL GUARDRAIL HHPR 205 SE SPOKANE ST 503.221.1131 SITE ADDRESS: 1291 S. A STREEET SUITE 200 mw.hhpr.com SPRINGFIELD, OR 97477 PORTLAND, OR 97202 TAX LOT: 1703354108900,1703354109200 PARCEL SIZE: 2.61 ACRES ZONING: HI (HEAVY INDUSTRIAL) JURISDICTION: CITY OF SPRINGFILED PROJECT MANAGER 503.221.1131 CONSTRUCTION TYPE: V -B KELLY OTA kellyo@hhpr.com BUILDING HEIGHT: PROPOSED WAREHOUSEN+27" PROJECT ECT ENGINEER 503.221.1131 PROPOSED SHED BUILDING: ±25'-11" KELLY OTA kellyo@hhpr.com PROPOSED PREMANUFACTURED T -SHED: ± 20'-7" SCOPE OF WORK OCCUPANCY USE EXISTING RETAIL STORE: B, M&S -1 STRUCTURAL STRUCTURAL PROPOSED WAREHOUSE: S-1 PROPOSAL TO INSTALL THREE NEW PROPOSED SHED BUILDING: S-1 STRUCTURES ON EXISTING SITE. TM PROPOSED PREMANU FACTURED T -SHED: S-1 WAREHOUSE, SHED AND 7650 SW BEVELAND ST 503.443.3900 PREMANUFACTURED T -SHED. SUITE 100 mw.tmrippey.com EXISTING BUILDING AREA: EXISTING RETAIL: 14,585 SF PORTLAND, OR 97223 NEW BUILDING AREA: PROPOSED WAREHOUSE: 5,168 SF PRINCIPAL 503.443.3900 PROPOSED SHED BUILDING: 4,800 SF RALPH TU RNBAUGH RTumbaugh@tmrippey.com PROPOSED PREMANU FACTURED T -SHED: 3,600 SF PROJECT MANAGER 503.443.3900 TOTAL NEW BUILDING AREA: 9,968 SF (T -SHED IS NOT INCLUDED) BRYNN ADKINS BAdkins@tmrippey.com PROJECT ENGINEER 503.443.39600 TOTAL OVERAL BUILDING AREA: 24,553 SF (T -SHED IS NOT INCLUDED) BRYNN ADKINS BAdkins@tmrippey.com OCCUPANT LOAD: PROPOSED WAREHOUSE: 11 (REFER TO FLS) TRUE MARIAN KILR_LY PORR- AN�- 5 a N Q' 0 OF IPF 1 6 A /i TIM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. J � LL LJL rn Z Z O0 W a L'n o J W Lu L1 W Z W D N W J F --DO V Q N J Q CL � a REVISION DATE REASON FOR ISSUE COVER SHEET LAND USE PERMIT DATE PROJECTNUMBER 09/21/2020 194250 I OCCUPANT LOAD:5 REQ'D DOOR WIDTH: 5 x 0.2" _ PROVIDED DOOR WIDTH: 32" 'CRESS REQUIREMENT CUPANT LOAD:5 �'D DOOR WIDTH: 5 x 0.2"=1 JVIDED DOOR WIDTH: 32" WAREHOUSE - FIRE & LIFE SAFETY PLAN 1/8" =1'-0" PROJECT FLS PLAN LEGEND ENCLOSING ELEMENTS NON -RATED WALL SYMBOLS & ELEMENTS DIRECTIONAL EXIT SIGN DOUBLE ---► EXIT SIGN AT DOOR FIRE EXTINGUISHER -SURFACE FES MOUNTED CANISTER OCCUPANT LOAD AT z DOOROPENING �J OCCUPANT LOAD 356 TOTAL PER FLOOR X/Y LIFE SAFETY SUMMARY TAG ROOM FUNCTION OCCUPANT LOAD FACTOR ROOM AREA ROOM OCCUPANT LOAD DOOR TAG - TYPICAL DISTANCE AND SEPARATIONS FUNCMN SQUARER 14 X OLF CC LOAD Y X/Y #'-#" MAXIMUM DIAGONAL MIN. EXIT SEPARATIO N(1/3)=#'-#" EXITSEPARATION TRAVEL DISTANCE =#'- #" MIN. REQUIRED =#'-#" EXIT ENCLOSURE SEPARATION TRAVEL DISTANCE =#'- #'�� MIN. REQUIRED =#'-#" PATHS COMMON PATH OF EGRESS TRAVEL DISTANCE MAX. ALLOWABLE = #'- #" EXIT ACCESS TRAVEL DISTANCE = #'- #" ' MAX. ALLOWABLE = #'- #" FIRE & LIFE SAFETY NOTES 1. MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE IS SERVED BY THE MEANS OF EGRESS OCCUPIED. 2. MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE, THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FORA DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON- SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. 3. OCCUPANCYTYPE IS DETERMINED IN ACCORDANCE WITH CHAPTER 3 OF THE BUILDING CODE USE AND OCCUPANCY CLASSIFICATION. A BUILDING OR TENANT SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS OR AREA LESS THAN 750 SQ FT SHALL BE CLASSIFIED AS AN ACCESSORY TO THE PRIMARY OCCUPANCY OF THAT BUILDING, IN ACCORDANCE WITH THE BUILDING CODE. NOTE: PROVIDE BATTERTY BACKUP FOR ALL EXIT LIGHTS FIRE & LIFE SAFETY SUMMARY TRAVEL DISTANCES MAXIMUM COMMON PATH OFTRAVEL: 100 FT MAXIMUM EXIT ACCESS TRAVEL DISTANCE: 200 FT EXIT O R EX IT ACC ESS (SPR I N KLER ED) NOT LESS THAN O NE -THIRD EXITACCESS EXIT O R EX IT ACC ESS BOCCU FANCY(SPRI NKLERED)=2 EXITS IF DOORWAYS: OCCU PANT LOAD EXCEEDS 49 EXIT O R EX IT ACC ESS (SPR I N KLER ED) NOT LESS THAN O NE -THIRD CONFIGURATION: THE LENGTH O F THE MAXI MU M OVERALL 38 NORTHWEST DAVIS, SUITE 300 DIMENSION O F THE AREA SERVED. MAHIAH KILR_LY POR AN 5�Q OF ATM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn Z Z O0 Lu a C/1 0 J w_ W LL Z_ Cm � G w� D N w J V m � Q � N J Q a REVISION DATE REASON FOR ISSUE WAREHOUSE - FIFE & LIFE SAFETY PLAN LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 ABBREVIATIONS ABBREVIATIONS ABBREVIATION TERM AN AUDIO VISUAL AB ANCHOR BOLT AC AIR CONDITIONING ACDN ACCORDION ACP ACOUSTICAL CEILING PANEL ACSF ACOUSTICAL ACT ACOUSTICAL CEILING TILE AD AREA DRAIN ADJ ADJUST, ADJUSTABLE AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AFF ABOVE FINISH FLOOR ALUM ALUMINUM AP ASPHALTIC PAVING APP APPROXIMATELY ARCH ARCHITECTURAL ASPH ASPHALT AUTO AUTOMATIC B# BASE BALC BALCONY BD BOARD BDRM BEDROOM BITUM BITUMINOUS BKR BACKER BE BLINDS BLDG BUILDING BLK BLOCK BLKG BLOCKING BLKT BLANKET BLTIN BUILT-IN BM BEAM BOC BOTTOM OF CU RB BOT/BTM BOTTOM BOW BOTTOM OF WALL BRK BRICK BSMT BASEMENT BTR BETTER BU BUILT-UP BUR BUILT-UP BITUMINOUS ROOFING BW BUILDING WRAP C# CARPET Cm CURTAIN WALL CAB CABINET CB CATCH BASIN CC CUBICLE CURTAIN CEM CEMENT, CEMENTITIOUS CG CORNER GUARD CI CAST IRON CIP CAST IN PLACE CJ CONTROLJOINT CK TP COOKTOP CL CENTER LINE CLG CEILING CLO CLOSER CLOS CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CNTR COUNTER COILS COILING COL COLUMN COMP COMPOSITE, COMPENSATION CONC CONCRETE COND CONDITION CO NSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CORR CORRIDOR CPT CARPET CSMU CALCIUM SILICATE MASONRY UNIT CTG COATING CTR CENTER RRL CONTROL CTSK COUNTERSINK CTV CABLETV CU CUBIC OUST CUSTOM CWK CASEWORK D/W DISHWASHER DAAC DIRER-APPLI ED ACOUSTICAL CEILI NG DBL DOUBLE DEC DECORATIVE DER DEFLECTION DEMO DEMOLITION DEPT DEPARTMENT DET DETAIL DIA DIAMETER DIM DIMENSION DIMP DIMPLED PLASTIC DKG DECKING DMFG DAMPPROOFING DS DOWNSPOUT DWG DRAWING DWR DRAWER (E) EXISTING EA EACH EF EPDXY FLOORING, EACH FACE EFS EXTERIOR FINISH SYSTEM EIFS EXTERIOR INSULATED FINISH SYSTEM EJC EXPANSIONJOINT COVER ELEC ELECTRICAL ELEV ELEVATOR EVER EMERGENCY ENCL ENCLOSURE ENTR ENTRANCE EPS EXPANDED POLYSTYRENE EQ EQUAL EQPT EQUIPMENT ES EACH SIDE EW EACH WAY EWC ELECTRIC WATER COO LER EXIST EXISTING EXP EXPANSION EXPO EXPOSED EXT EXTERIOR F FABRIC, FIBER F FIN FACTORY FINISH FA FIREALARM, FLUID APPLIED FAB FABRICATIONS FAWB FLUID APPLIED WEATHER BARRIER FB FLAT BAR FD FLOOR DRAIN PDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR, FACTORY FINISH FF SAM FOIL FACED SELF -ADHERED MEMBRANE FFAC FIBER FACED ACOUSTICAL CEILING ABBREVIATIONS ABBREVIATION TERM PPE FINISH FLOOR ELEVATION FG FULL GLASS PGL FIBERGLASS FH FLATHEAD FHC FIRE HOSE CABINET FIN FINISH FIXT FIXTURE FLDG FOLDING PER FLOOR FLRG FLOORING FLSHG FLASHING FM FRAME FMD FORMED FOC FACE OF CO NCRETE FOP FACE OF FINISH FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR FOTO FURNISHED BY OWNER INSTALLED BY OWNER FOM FACE OF MASONRY FOS FACE OF STUD FP IFIREPROOF FPFG FIREPROOFING FR FIRE RATED, FIRE RESISTIVE PRM FRAMED, FRAMING FRP FIBERGLASS REINFORCED PANEL FRT FIRE RETARDANT TREATED FS FULL SIZE, FIRESTOP PT FOOT, FEET PTG FOOTING FURRG FURRING PUT FUTURE GA GAUGE GALV GALVANIZED GB GRABBAR GBATH GUEST BATH GBDRM GUEST BEDROOM GD GARBAGE DISPOSAL GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GI IGALVANIZED IRON GL GLASS GLAM GLU-LAMINATED GLB GLU-LAMINATED BEAM GND GROUND GR GRADE GYP GYPSUM HB HOSE BIBB HC HOLLOW CORE HCP HOLLOW CORE PLANK HDBD HARDBOARD HOW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HTSAM HIGH TEMPERATURESELF-ADHERED MEMBRANE ICF INSULATED CONCRETE FORMS ID INSIDE DIAMETER IFS INSULATION FINISH SYSTEM IN INCH, INCHES INSUL INSULATION INT INTERIOR I NTG INTEGRATED INTUM INTUMESCENT JAN JANITOR JST IJOIST JT JOINT,JOINTS L LINEN LAM LAMINATE LAV LAVATORY LF LINEAL FEET, LINEAR FOOTAGE LIB LIBRARY LIN LINEAR LIN PT LINEAL FEET _KR LOCKER LP LIME PLASTER LT LIGHT LV LIVING LVR LOUVER MACH MACHINE MAINT MAINTENANCE MAX MAXIMUM MB MACHINE BOLT M BATH MASTER BATHROOM MBDRM MASTER BEDROOM MC MEDICINE CABINET MCP MODIFIED CEMENT PLASTER MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY MECH MECHANICAL MED MEDICATION. MEDICAL MEMB MEMBRANE MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIRR MIRROR MISC MISCELLANEOUS MO MASONRYOPENING MR MOISTURE RESISTANT MTD MOUNTED MTL METAL MUL MULLION MW MICROWAVE NC NONCOMBUSTIBLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOTTO SCALE OBS OBSCURE OC ON CENTER OD OUTSIDE DIAMETER OFF OFFICE OH OVERHEAD OPNG OPENING OPP OPPOSITE, OPPOSITE HAND ORN ORNAMENTAL OZ OUNCE P PAINT P/L PROPERTY LINE PAN PANTRY PC PRECAST PRF PORTLAND CEMENTTERRAZZO FLOORING ABBREVIATIONS ABBREVIATION TERM PDRM POWDER ROOM PED PEDESTRIAN PERF PERFORATED PGRG POLYMER GLASS FIBER REINFORCED GYPSUM PH PENTHOUSE PKG PACKAGE PKGAR PARKING GARAGE PL PLATE PL_# PLASTIC LAMINATE(PLAM) PLAST PLASTER, PLASTIC PNL PANEL POE POLISHED POLYISO POLYISOCYANURATE PP POWER POLE PR PAIR PREFIN PREFINISHED PREM PREMIUM PRKG PARKING PROP PROPERTY PRT BD PARTICLE BOARD PSI POUNDS PER SQUARE INCH PT PRESERVATIVE TREATED, POST -TENSIONED PTD PAPER TOWEL DISPENSER PTD/R PAPER TOWEL DISPENSER AND RECEPTACLE PTN PARTITION PTR PAPER TOWEL RECEPTACLE PVC POLYVINYLCHLORIDE PWD PLYWOOD R RISER, RISERS RAD RADIUS RB RUBBER BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFERENCE REFR REFRIGERATOR REHAB REHABILITATION REINF REINFORCED, REINFORCING REQ REQUIREMENTS, REQUIRED RES RESIN RESIL RESILIENT RF RESILIENT FLOORING RPG ROOFING RG RANGE RH ROBE HOOK RUG RAILING RM ROOM RO ROUGH OPENING RR RESTROOM RU RESILIENT URETHANE S&R STILEAND RAIL S&V STAIN AND VARNISH S/S SERVICE SINK SAM SELF -ADHERED MEMBRANE SBS STYRENE BUTADIENE STYRENE SC SEALED CONCRETE, SOLID CORE SCD SEATCOVER DISPENSER SCHED SCHEDULE SCRN SCREEN SD SOAP DISPENSER SDG SIDING SECT SECTION, SECTIONAL SF SQUARE FEET, STOREFRONT SG SAFETY GLASS SGL SINGLE SH SHINGLES SHOT SHOTCRETE SHT SHEET SHTG SHEATHING SHWR SHOWER SIM SIMILAR SIMU SIMULATED SKLT SKYLIGHT SLDG SLIDING SENT SEALANT SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SOG SLAB ON GRADE SQ SQUARE SS STAINLESS STEEL SS# SOLID SURFACE ST STONE STSM STANDING SEAM STD STANDARD STL STEEL STN STAIN STOR STORAGE STR STAIR, STAIRS STRUCT STRUCTURAL SUSP SUSPENDED SVSHEET VINYL SYM SYMMETRICAL SYS SYSTEM T TREAD,TREADS T# TILE T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T&M TIMEAND MATERIALS TB TACK BOARD, TOWEL BAR TC TRAFFIC COATING TEL TELEPHONE TF TERRAZZO FLOORING THK THICK THRES THRESHOLD TMPD TEMPERED TOC TOP OF CURB TOPL TOP OF PLATE TOPV TOP OF PAVEMENT TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPO THERMOPLASTIC POLYOLEFIN TR TOILET ROOM TRAP TRAFFIC TRANSL TRANSLUCENT TU TILT -UP TV TELEVISION TYP TYPICAL UNDLY UNDERLAYMENT UNP UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL UTIL JUTILITY VCT VINYL COMPOSITION TILE VEG VEGETATED VEHIC VEHICULAR VERT VERTICAL ABBREVIATIONS ABBREVIATION TERM VEST VESTIBULE VFY VERIFY VG VERTICAL GRAIN VNR VENEER VP VENEER PLASTER VR VAPOR RETARDER W/ WITH W/H WATER HEATER W/O WITHOUT WC WALLCOVERING, WATER CLOSET WD WOOD WOW WINDOW WF WOOD FLOORING WH WALL HUNG WP WATERPROOF WPFG WATERPROOFING WR WATER RESISTANT, WATER RESISTIVE WRB WEATHER RESISTIVE BARRIER WS WATERSTOP WT WATERTIGHT WT WEIGHT WW WINDOW WALL WWF WOVEN WIRE FABRIC XPS EXTRUDED POLYSTYRENE YD YARD TAGS MAHIAH KILH_LY PROJECT NOTES DOOR 101 DOOR NUMBER 6 A /i TIM Ankrom Moisan GENERAL PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 1. THESE DRAWINGS AND THE ACCOMPANYING SPECIFICATIONS ARE THE PROPERTY OF ANKROM 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. MOISAN ARCHITECTS AND SHALL NOT BE COPIED OR REUSED FOR ANY OTHER PROJECT. J � W 2. CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY KEYNOTE a 0 J w_ EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. PROVIDE WORK SHOWN OR REFERRED TO ON ONE Z Cm � KEYNOTE NUMBER J LO m V1 Q N J Q 0 a SET OF DRAWINGS AS THOUGH SHOWN ON ALL RELATED DRAWINGS. DATE REASON FOR ISSUE 3. THE SPECIFICATIONS CONTAIN PERTINENT DETAILED INFORMATION ABOUT EACH BUILDING COMPONENT; THEY AREA PART OF THE CONTRACT DOCUMENTS AND MUST BE USED IN CONJUNCTION WINDOW 1[ WINDOW TYPE WITH THE DRAWINGS. 4. ABSOLUTELY NO BUILDING COMPONENT SHOWN ON THESE DRAWINGS SHALL BE INCORPORATED DATE PROJECT NUMBER 09/21/2020 194250 INTO THE WORK UNTIL SHOP DRAWINGS, SAMPLES, BROCHURES OR OTHER SUBMITTALS CALLED FOR IN THE SPECIFICATIONS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT. REVISION REVISION NUMBER 5. VERIFY SITE CONDITIONSAND REPORTANY DISCREPANCIESTO THEARCHITECT BEFORE PROCEEDING DESCRIPTION WITH CONSTRUCTION. 6. COORDINATE THE WORK OF DELEGATED DESIGNERS WITH THE WORK OF OTHER TRADES SIM 7. WOOD IN CONTACTWITH CONCRETE SHALL BE PRESERVATIVE -TREATED. EXTERIOR ELEVATION ELEVATION NUMBER 8. CONCEALED WOOD USED IN TYPE I AND TYPE II CONSTRUCTION SHALL BE FIRE RETARDANT TREATED A101 SHEET NUMBER 9. FASTENERS IN CONTACTWITH TREATEDWOOD SHALL BE CORROSION RESISTANT. 10. PROVIDE BLOCKING OR OTHER CONCEALED SUPPORTSWITHIN WALLSAS REQUIRED FOR HANDRAILS, 1 ELEVATION NUMBER CASEWORK, GRAB BARS, ARTWORK, SHELVING, AND OTHER APPLIED WALL MOUNTED FIXTURES, INTERIOR ELEVATION SIM FINISHES OR EQUIPMENT. A101 SHEET NUMBER SIM DIMENSIONS BUILDING SECTION SECTION NUMBER 1. DO NOTSCALETHE DRAWINGS. WRITTEN DIMENSIONS GOVERN. A101 SHEET NUMBER 2. DO NOTADJUSTCLEAR D IMENSIO NS WITHOUT APPROVAL OFTHEARCHITECT. 3. DIMENSIONSARE MEASURED FROM GRID LINES, PROPERTY LINES, FACE OF CONCRETE, FACE OF SIM MASONRY, FACE OF STUD OR CENTERLINE OF THE AIR GAP (AT DOUBLE STUD ROW WALLS) UNLESS WALL SECTION 1 SECTION NUMBER OTHERWISE NOTED. A101 SHEET NUMBER 4. DIMENSIONS NOTED AS'CLEAR'OR'INSIDE CLEAR ARE MEASURED FROM THE FACE OFTHE DEEPEST PROTRUSION FROM THE WALL SURFACE (CASEWORK, FIXTURE, BASE, HANDRAIL, WAINSCOT, TRIM, SIM ETC.) DETAIL 5. NOTES TO 'ALIGN' REFER TO FINISHED FACE OF INDICATED SURFACES. 1 SECTION NUMBER SHEET NUMBER 6. LOCATE FACE OF HINGE SIDE DOORJAMBS4" AWAY FROM ADJACENTWALL UNLESS NOTED OTHERWISE A101 7. 'FLOOR LINE"FLOOR'OR'FLOOR LEVEL'REFER TO TOP OF CONCRETE SLAB ORTOP OF CEMENTITIOUS UNDERLAYMENT, FINISH FLOORING IS INSTALLED ABOVE THE FLOOR LINE. FLOOR, ROOF OR WALL 'ud ASSEMBLY NUMBER 8. 'FINISH FLOOR'REFERSTO THETOP OF FLOORING. ASSEMBLY 5 MODIFIER 9. REFERTO SLAB PLANS FOR LOCATION OF SLAB EDGES, BLOCKOUTS, DEPRESSIONS, SLOPES, CURBS CORE WIDTH AND CONCRETE WALLS. FIRE RATING CEILING �� CEILING HEIGHT ACCESSIBILITY 1. CHANGES IN FINISH FLOOR ELEVATION IN EXCESSOF 1/4", MEASURED FROM LOWESTPOINTON EITHER SIDE OF THRESHOLD TO HIGHEST POINT ON THRESHOLD, SHALL BE BEVELED AT 1:2. IN NO CASE SHALL ROOM NAME FLOOR TRANSITIONS AND CHANGES IN LEVEL IN FLOOR SURFACE BE MORETHAN 1/4" MAX IN VERTICAL ROOM HEIGHT. ROOM NUMBER 150SF ROOMAREA SIGNAGE VIEW NAME 1. AT ROOMS WITH AN OCCUPANT LOAD OF 500R GREATER, SIGNAGE WITH THE MAXIMUM ALLOWABLE OCCUPANT LOAD SHALL BE POSTED AT MAIN ENTRANCE TO THE ROOM. DRAWING/ DETAIL TITLE O SCALE HORIZONTAL AND VERTICAL ASSEMBLIES NUMBER ON SHEET 1. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF, AND ADDITIONAL REQUIREMENTS FOR LOAD - FIRE LIFE/ SAFETY ROOM AREA BEARING AND SHEAR WALLS. 2. STUD SIZE AND CORE THICKNESSES ARE INDICATED ON THE ASSEMBLY TYPE TAGS ON THE DRAWINGS; ROOM OCCUPANT LOAD REFER TO THE TAG LEGEND ON SHEET AO.01. ROOM FUNCTION - TABLE 1004.1.2 3. ALL GYPSUM WALLBOARD IS 5/8"TYPEWUNLESS NOTED OTHERWISE. OCCUPANT LOAD FACTOR -TABLE 1004.1.2 4. WEATHER -RESISTIVE BARRIERS AND/OR VAPOR RETARDERS DESIGNATED AS"AB" ALSO FUNCTION AS AIR BARRIERS. SEAL ALL EDGES, INTERSECTIONS AND LAPS, TO CREATE AN AIR -TIGHT ENCLOSURE MATERIALS 5. FIRE RATING AGENCY REQUIREMENTS INDICATE THE MINIMUM NEEDED TO ACHIEVE FIRE RATING; ADDITIONAL LAYERS, OR THICKER LAYERS, OF GYPSUM WALLBOARD OR SHEATHING MAY BE SHOWN TO MEET OTHER PROJECT REQUIREMENTS. DIVISION 03 6. SEAL AND OTHERWISE PROTECT PENETRATIONS THROUGH FIRE -RATED CONSTRUCTION USING APPROVED FIRESTOPPING SYSTEMS TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY BEING CONCRETE O PENETRATED. 7. USE ACOUSTICALLY RATED FIRE SEALANTWHEREVER FIRE RATED CONSTRUCTION IS ALSO DIVISION 04 ACOUSTICALLY RATED. 8. SEAL PENETRATIONS THROUGH ACOUSTICALLY -RATED CONSTRUCTION TO MAINTAIN THE ACOUSTICAL BRICK VENEER RATING OF THE ASSEMBLY BEING PENETRATED. 9. SEAL PENETRATIONS IN ACOUSTICALLY RATED WALLS. WRAP BACKS OF ALL RECESSED DEVICES WITH CMU ACOUSTIC PADS RATED FOR THE ASSEMBLY. 10. PROVIDE WATERSTOPS AT COLDJOINTS IN ALL BELOW GRADE CONCRETE ASSEMBLIES ATTHE DIVISION 05 EXTERIOR WALLS OF THE BUILDING. 11. PROVIDE DEFLECTION COMPENSATION ATTOP OF WALLS SECURED TO THE UNDERSIDE OF CONCRETE ALUMINUM ® SLABS OR METAL DECK. 12. INSTALL FIREBLOCKING IN WALLS OF COMBUSTIBLE FRAMING ATTHE CEILING AND FLOOR LEVELS AND STEEL ® AT MAX HORIZONTAL INTERVALS OF 10 FEET ORAS REQUIRED BY THE AHJ 13. INSTALL FIREBLOCKING ATTHE INTERSECTION OF COMBUSTIBLE WALLS AND HORIZONTAL ASSEMBLIES DIVISION 06 WITH CONCEALED SPACES O F AS REQUIRED BY THE AHJ 14. INSTALL FIREBLOCKING IN STAIRS OF COMBUSTIBLE FRAMING IN CONCEALED SPACES BETWEEN STAIR PLYWOOD STRINGERS ATTHE TOP AND BOTTOM OF EACH RUN OR AS REQUIRED BYTHEAHJ 15. INSTALL FIREBLOCKING IN CONCEALED SPACES BEHIND EXTERIOR WALL COVERINGS OF COMBUSTIBLE MOISTURE RESISTANT MATERIALS AT MAX. 20 FOOT INTERVALS WITH NO CONCEALED SPACE EXCEEDING 100 SQUARE FEET OR SHEATHING AS REQUIRED BY THE AHJ SAWN LUMBER: CONTINUOUS SAWN LUMBER: BLOCKING FINISH LUMBER GLUE LAMINATED BEAM/ COLUMN DIVISION 07 BATT INSULATION RIGID BOARD INSULATION MINERAL FIBER INSULATION FOAMED -IN-PLACE INSULATION BACKER ROD AND SEALANT w(c DIVISION 09 GYPSUM WALLBOARD 0 SYMBOLS GRID O NORTH ARROWS ® m TRUE PROJECT ELEVATION DATUM Y ###'-##" DOOR: PLAN 180* SWING 90° SWING AWNING WINDOW: PLAN CASEMENT FIXED SLIDING AWNING WINDOW: ELEVATION 10 CASEMENT FIXED SLIDING MAHIAH KILH_LY POR AN- �G- 9�i OF Ipp 6 A /i TIM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W Z Z ° Lu CL a 0 J w_ Lu LL Z Cm � G D N w J LO m V1 Q N J Q 0 a REVISION DATE REASON FOR ISSUE DATA SHEET LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 0 0 LL EXTERIOR ASSEMBLIE STANDING SEAM METAL ROOF/ WALL PANEL HORIZONTAL 8" PREFAB Z -GI RTS -SEE STRUCTURAL STANDING SEAM METAL SIDING FIRE RATING /SOURCE:OHOUR 5 STC RATING / SOURCE: CLEAR R -VALUE: CLEAR U -VALUE: STANDING SEAM METAL ROOF/ WALL PANEL METAL ROOF - UNDERLAYMENT 1/2" ROOF COVER BOARD - DENSDECK 2" POLYISO BOARD INSULATION METAL DECK- SEE STRUCTURAL PREFABZ PURLINS -SEE STRUCTURAL PREFAB BEAMS- SEE STRUCTURAL STANDING SEAM METAL ROOF @ WAREHOUSE FIRE RATING/ SOURCE: 0 HOUR 5 STC RATING / SOURCE: INSULATION: Y 15.1 STANDING SEAM METAL ROOF/ WALL PANEL PREFABZ PURLINS -SEE STRUCTURAL PREFAB BEAMS- SEE STRUCTURAL STANDING SEAM METAL ROOF @ SHED BLDG FIRE RATING / SOURCE: 0 HOUR STC RATING / SOURCE: INSULATION: N GENERAL NOTES - EXTERIOR WALLS GENERAL NOTES: 1. MAXIMU M STU D SPACI NG IS 16 INCHES O N CENTER U NLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS FOR LOAD- BEARING AND SHEAR WALLS. 3. STUD SIZE OR WALL CORE THICKNESS ARE INDICATED ON THE WALL TYPE TAGS ON THE PLANS. REFER TO THE TAG LEG END O N SHEET A0.01. 4. GALVANIZED METAL STUDS ARE REQUI RED FOR ALL EXTERIOR WALLS. 5. WHERE THE WATER -RESISTIVE BARRIER(WRB) IS REQUIRED TO ALSO PERFORM AS THE AIR BARRIER, SEAL ALL EDGES, I NTERSECTION AND LAPS TO CREATE AN AIR -TIGHT ENCLOSURE. GENERAL NOTES HORIZONTAL ASSEMBLIES ROOFS GENERAL NOTES: 1. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. 2. RAFTER OR CORE THICKNESS ARE INDICATED ON THE ROOF TYPE TAGS ON THE PLANS. REFER TO THE TAG LEGEND ON SHEET A0.01. FLOORS GENERAL NOTES: 1. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 2. JO IST O R CO RE THICKNESS ARE IND ICATED O N THE FLOOR TYPE TAGS O N THE PLANS. REFER TO THE TAG LEGEND ON SHEET A0.01. CONCRETE SLAB- SEE PLANS FOR THICKNESS UNDERSLAB VAPOR BARRIER N„ s,9- �4Q' ��' CAPLILLARY BREAK -SEE STRUCTURAL FOR DEPTH OF ATM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 SLAB ON GRADE @ WAREHOUSE FIRE RATING/ SOURCE: 0 HOUR /� STC RATING / SOURCE: 3 H :=G/SOURCE: INSULATION: 1014 HOWARD STREET SAN FRANCISCO, CA 94103 CONCRETE SLAB- SEE PLANS FOR THICKNESS ANKROM MOISAN ARCHITECTS, INC. CAPILLARY BREAK- SEE STRUCTURAL FOR DEPTH J � W LL rn z z° W a L'n o SLAB ON GRADE @ OUTBUILDING FIRE RATING/ SOURCE: 0 HOUR /B STC RATING / SOURCE: HIIC RATING/SOURCE: 3 • INSULATION: GENERAL NOTES - EXTERIOR WALLS GENERAL NOTES: 1. MAXIMU M STU D SPACI NG IS 16 INCHES O N CENTER U NLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS FOR LOAD- BEARING AND SHEAR WALLS. 3. STUD SIZE OR WALL CORE THICKNESS ARE INDICATED ON THE WALL TYPE TAGS ON THE PLANS. REFER TO THE TAG LEG END O N SHEET A0.01. 4. GALVANIZED METAL STUDS ARE REQUI RED FOR ALL EXTERIOR WALLS. 5. WHERE THE WATER -RESISTIVE BARRIER(WRB) IS REQUIRED TO ALSO PERFORM AS THE AIR BARRIER, SEAL ALL EDGES, I NTERSECTION AND LAPS TO CREATE AN AIR -TIGHT ENCLOSURE. GENERAL NOTES HORIZONTAL ASSEMBLIES ROOFS GENERAL NOTES: 1. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. 2. RAFTER OR CORE THICKNESS ARE INDICATED ON THE ROOF TYPE TAGS ON THE PLANS. REFER TO THE TAG LEGEND ON SHEET A0.01. FLOORS GENERAL NOTES: 1. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 2. JO IST O R CO RE THICKNESS ARE IND ICATED O N THE FLOOR TYPE TAGS O N THE PLANS. REFER TO THE TAG LEGEND ON SHEET A0.01. MAHIAH KILR_LY POR AN- U� N„ s,9- �4Q' ��' o OF ATM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn z z° W a L'n o J W Lu W W z W NW D � J F m V Q N J CY Q OC a REVISION DATE REASON FOR ISSUE EXTERIOR & HORIZONTAL ASSEMBLIES LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 EXISTING DRIVEWAY I I I I I I I I I L 35'-71/2" 0 O n M w 00 ° I z 14'-4 1/2" EXISTING CONCRETE SIDEWALK 584°27'30"E 137 34' EXISTI=HIGH� ---- --_ CHAINLINK FENCEANDGATE EXISTING RACK EXISTING 6'-0" HIGH CHAINLINK FENCE EXISTING DISPTACH TRAILER EXISTING DRIVEWAY SOUTH A STREET PROPERTY LINE S86°44'19"E 206.45' EXISTING PARKING (34 PARKING SPACES) EASEMENT 0 EXISTING RETAIL STORE ±14,585 sf (2) EXISTING BIKE RACKS LEXISTING CONCRETE SIDEWALK EXL EXISTING GATE (ENTRANCE TO LUMBERYARD) EXISTING CONCRETE SIDEWALK EXISTING AC PAVING EXISTING COVERED TRASH ENCLOSURE (METAL ROOF`{I AND WALL) Fp m 2 u EXISTING 6'-0" HIGH CHAINLINK FENCE I � PINE O00 i 120', " 2� III En EASEMENT 'PROPOSED PREMANUFACTURED T -SHED DS 3600SF'' ° r NEwACPAvwG DS f`f a " a DN ry !• p ..±. RAIN GARDEN - SEE CIVIL 4 '•F: CONCRETE SLAB•a 9 1 I I III CONCRETE RAMP WALL io- P• •� O PROPERTY Q; LINE '• a PROPOSED WAREHOUSE. PROPOSED SHED RAIN GARDEN- 5168 SF C _ I _ 491'8" ` 4,8005F a SEE CIVIL 4 14o I j --L___ —___ 0 160'.0. -- _ •< IIII (IIII IIII a _ • LOADING O�O '.DOCK-. O 9314" S 18' 0" O 4: 0"O �1T-6 EASEMENT _ O N77°73'p2,w349.4p` _ OO4 UNION PACIFIC RAILROAD PROPERTY LINE — - EXISTING 6'-0" HIGH CHAINLINK FENCE SITE PLAN 1" = 20 -0" PROJECT MARIAN KILR_LY PORR- AN�- t a N Q' OF Ipp 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn Z Z° Lua 0 W W 107 Z_ Cm � G WLu In W J F m V Q � In J Q a REVISION DATE REASON FOR ISSUE SITE PLAN LAND USE PERMIT PROD ECT NUMBER LDATE 09/21/2020 194250 /4" I 1'-11/4" 16'-103/4" 1'-11/4" 22'-43/4" I 18.-0.. 47'-0" 65--0-- 3 5'-0"3 4 4.5 1 WAREHOUSE - SLAB PLAN I 1/8"-1'0" 22'-43/4" 5 1 1 6 O B — +� c 7 WAREHOUSE - FLOOR PLAN PROJECT L 1/8"-1'0" a N 'k i E GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET AD. 01 FOR'PROJ ECT NOTES'APPLICABLE TO ALL PORTIO NS OF THE WORK. 2. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 3. SEESHEETSA0.11 FOR WALL ASSEMBLIES. 4. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. GENERAL NOTES - SLAB PLANS 1. REFER TO SHEET A0.01 FORTROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATION TAGS INDICATE TOP OF CONCRETE, UNLESS NOTED OTHERWISE. 3. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES& BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 4. PROVIDE SLAB BLOCKOUTS FOR RECESSED DOOR HARDWARE. 5. SLAB PLANS INDICATE LAYOUT DIMENSIONS FOR CONCRETE SLABS, CURBS, CONCRETE WALLS, DEPRESSIONS, AND SLOPES, ONLY. REFER TO STRUCTURAL FOR ADDITIONAL REQUIREMENTS. 6. PROVIDE CAST OR SAWN CONTROLJOINTS IN SLABS ON GRADE AT LOCATIONS INDICATED ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. IN THE EVENT OF CONFLICT, NOTFIY THE ARCHITECT PRIOTTO PLACEMENTOFCONCRETE. 7. CONFORM TO VAPOR BARRIER OR WATERPROOF MEMBRANE MANUFACTURERS MINIMUM SPACING REQUIREMENTS BETWEEN MULTIPLE ADJACENT PENETRATIONS. 8. ALIGN EDGE OF SLAB WITH FACE OR ADJACENT COLUMN OR CONCRETE WALL, UNLESS NOTED OTHERWISE. SLAB PLAN LEGEND SLAB ON GRADE _ ® CONCRETE CURB *— N G PROJECT KEYNOTE LEG END Key Value Keynote Text B.101 X -BRACE - SEE STRUCTURAL B.232.1 22'-0"W X 16'-0"H MOTORIZED OVERHEAD DOOR- PAINTED. B.232.2 8'-0"W X 16'-0"H MOTORIZED OVERHEAD DOOR- PAINTED. B.234.1 3'-0" X 7'-0" EXTERIOR HOLLOW METAL DOOR AND FRAME- PAINTED. DOOR HARDWARE TO BE ADA COM PLIANT. G.260.1.2 42"H STEEL GUARDRAIL G.260.1.3 STEEL BOLLARD G.260.8 CONCRETE RAMPWALL MAHIAH KILR_LY POR AN- �cl- 'J a N, OF Ipp 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 1.1..1 LL Ol l7 z Z� W a L'n o J W Lu 0 z Cm � G W D N W J F --m V'1 Q V7 J Q 0 a REVISION DATE REASON FOR ISSUE WAREHOUSE - SLAB PLAN & FLOOR PLAN LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 ImRamalhla:. 1 1 3)o 4.2 4.7 l II ) 3ELOW B O WAREHOUSE - ROOF PLAN 1 /8" =1'-0" PROJECT GENERAL NOTES - ROOF PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SHEETA031 FOR HORIZONTAL ASSEMBLIES. 3. ROOF PENETRATIONS SHOWN ARE SCHEMATIC IN NATURE, COO RD INATE ACTUAL SIZE, TYPE AND LOCATION OF EQUIPMENT. CURBS, AND ANY OTHER ROOF PENETRATIONS THAT MAYBE REQUIRED TO SUPPORT, SECURE OR FLASH ROOFTOP EQUIPMENT. 4. VERIFY AND COO RD INATE SLAB PENETRATIONS INCLUDING SLEEVES& BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 5. COMPLY WITH THE MOST STRINGENT OF SMACNA, NRCA OR MANUFACTURERS' REQUIREMENTS FOR FLASHINGS, COPINGS AND OTHER SHEET METAL CONSTRUCTION. 6. VERIFY ROOFING MANUFACTURERS MINIMUM REQUIREMENTS FOR LAPPING OF ALL MATERIALS. BRING CONFLICTS WITH ARCHITECTURAL DETAILS TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION. KEYNOTE LEGEND Key Value Keynote Text B.125 PREFINISHED M ETAL GUTTER & DOWNSPOUT B.316 STANDI NG SEAM M ETAL ROOFI NG - AEP SPAN - SPAN-LOK HIP -16"WIDTH_ 24 GAUGE -COLOR TO MATCH EXISTING BUILDING MAHIAH KILR_LY PGR^-AN—G U� N„ s,9- Q' O�4 OF 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn z z° W a L'n o J W Lu W W z W� D N W J V m V) � Q N J Q a REVISION DATE REASON FOR ISSUE WAREHOUSE - ROOF PLAN LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 ;IRamalhla:. 1 SHED - SLAB PLAN 1/8"=11-0" 261.2• 261.2• 15 I/ 16 7 SHED -FLOOR PLAN L 1/8 -1 0'. PROJECT U PROJECT O O GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 3. SEESHEETSA0.11 FOR WALL ASSEMBLIES. 4. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. GENERAL NOTES - SLAB PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATION TAGS INDICATE TOP OF CONCRETE, UNLESS NOTED OTHERWISE. 3. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES& BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 4. PROVIDE SLAB BLOCKOUTS FOR RECESSED DOOR HARDWARE. 5. SLAB PLANS INDICATE LAYOUT DIMENSIONS FOR CONCRETE SLABS, CURBS, CONCRETE WALLS, DEPRESSIONS, AND SLOPES, ONLY. REFER TO STRUCTURAL FOR ADDITIONAL REQUIREMENTS. 6. PROVIDE CAST OR SAWN CONTROLJOINTS IN SLABS ON GRADE AT LOCATIONS INDICATED ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. IN THE EVENT OF CONFLICT, NOTFIY THE ARCHITECT PRIOTTO PLACEMENTOFCONCRETE. 7. CONFORM TO VAPOR BARRIER OR WATERPROOF MEMBRANE MANUFACTURERS MINIMUM SPACING REQUIREMENTS BETWEEN MULTIPLE ADJACENT PENETRATIONS. 8. ALIGN EDGE OF SLAB WITH FACE OR ADJACENT COLUMN OR CONCRETE WALL, UNLESS NOTED OTHERWISE. (SLAB PLAN LEGEND SLAB ON GRADE ® CONCRETE CURB KEYNOTE LEGEND Key Value Keynote Text B.101 X -BRACE - SEE STRUCTURAL B.102 118"D X 3'-6"H CONCRETE BASE MAHIAH KILR_LY POR AN OF Ipp 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. Lu LL Ol z z° Lu a L'n o �.�/ J IdsW Lu LL z Cm � G D N W J V m V) � Q N J Q a REVISION DATE REASON FOR ISSUE SHED - SLAB PLAN & FLOOR PLAN LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 1 194250 a , ,, : . SHED - ROOF PLAN 1/8"-10' WALL BELOW K I II I 17 � 18 �19 PROJECT GENERAL NOTES - ROOF PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SHEETA031 FOR HORIZONTAL ASSEMBLIES. 3. ROOF PENETRATIONS SHOWN ARE SCHEMATIC IN NATURE, COO RD INATE ACTUAL SIZE, TYPE AND LOCATION OF EQUIPMENT. CURBS, AND ANY OTHER ROOF PENETRATIONS THAT MAYBE REQUIRED TO SUPPORT, SECURE OR FLASH ROOFTOP EQUIPMENT. 4. VERIFY AND COO RD INATE SLAB PENETRATIONS INCLUDING SLEEVES& BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 5. COMPLY WITH THE MOST STRINGENT OF SMACNA, NRCA OR MANUFACTURERS' REQUIREMENTS FOR FLASHINGS, COPINGS AND OTHER SHEET METAL CONSTRUCTION. 6. VERIFY ROOFING MANUFACTURERS MINIMUM REQUIREMENTS FOR LAPPING OF ALL MATERIALS. BRING CONFLICTS WITH ARCHITECTURAL DETAILS TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION. KEYNOTE LEGEND Key Value Keynote Text B.316 STANDI NG SEAM M ETAL ROOFI NG - AEP SPAN - SPAN-LOK HIP -16"WIDTH_ 24 GAUGE -COLORTO MATCH EXISTING BUILDING MAHIAH KILR_LY PGR^-AN—G U� N„ s,9- Q' O�4 OF 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn z z° Lu a L'n o �.�/ J IdsW Lu LL z Cm � G D NW J F m V Q N J Q a REVISION DATE REASON FOR ISSUE SHED - ROOF PLAN LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 PREMANUFACTURED T -SHED - SLAB PLAN 1 /8" =1'-0" 7 PREMANUFACTURED T -SHED - FLOOR PLAN L 1/8" - 1'-0" PROJECT PROJECT GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 3. SEESHEETSA0.11 FOR WALL ASSEMBLIES. 4. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. GENERAL NOTES - SLAB PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATION TAGS INDICATE TOP OF CONCRETE, UNLESS NOTED OTHERWISE. 3. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES& BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 4. PROVIDE SLAB BLOCKOUTS FOR RECESSED DOOR HARDWARE. 5. SLAB PLANS INDICATE LAYOUT DIMENSIONS FOR CONCRETE SLABS, CURBS, CONCRETE WALLS, DEPRESSIONS, AND SLOPES, ONLY. REFER TO STRUCTURAL FOR ADDITIONAL REQUIREMENTS. 6. PROVIDE CAST OR SAWN CONTROLJOINTS IN SLABS ON GRADE AT LOCATIONS INDICATED ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. IN THE EVENT OF CONFLICT, NOTFIY THE ARCHITECT PRIOTTO PLACEMENTOFCONCRETE. 7. CONFORM TO VAPOR BARRIER OR WATERPROOF MEMBRANE MANUFACTURERS MINIMUM SPACING REQUIREMENTS BETWEEN MULTIPLE ADJACENT PENETRATIONS. 8. ALIGN EDGE OF SLAB WITH FACE OR ADJACENT COLUMN OR CONCRETE WALL, UNLESS NOTED OTHERWISE. (SLAB PLAN LEGEND SLAB ON GRADE ® CONCRETE CURB CIAHIAH KILR_LY PGR^ -AN- �cl- ��i OF Ipp 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. Lu LL Ol Z z° Lu a L'n o � w Lu LL M z a� D V^ Lu J V m V) � Q N J Q a REVISION DATE REASON FOR ISSUE PREMANUFACTURED T -SHED - SLAB PLAN & FLOOR PLAN LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 1 PREMANUFACTURED T -SHED - ROOF PLAN 1/8" =1'-0" i'. 0. xx O"ERHANG TUBE STEEL COLUMN BELOW PROJECT GENERAL NOTES - ROOF PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SHEETA031 FOR HORIZONTAL ASSEMBLIES. 3. ROOF PENETRATIONS SHOWN ARE SCHEMATIC IN NATURE, COO RD INATE ACTUAL SIZE, TYPE AND LOCATION OF EQUIPMENT. CURBS, AND ANY OTHER ROOF PENETRATIONS THAT MAYBE REQUIRED TO SUPPORT, SECURE OR FLASH ROOFTOP EQUIPMENT. 4. VERIFY AND COO RD INATE SLAB PENETRATIONS INCLUDING SLEEVES& BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 5. COMPLY WITH THE MOST STRINGENT OF SMACNA, NRCA OR MANUFACTURERS' REQUIREMENTS FOR FLASHINGS, COPINGS AND OTHER SHEET METAL CONSTRUCTION. 6. VERIFY ROOFING MANUFACTURERS MINIMUM REQUIREMENTS FOR LAPPING OF ALL MATERIALS. BRING CONFLICTS WITH ARCHITECTURAL DETAILS TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION. KEYNOTE LEGEND Key Value Keynote Text B.316 STANDI NG SEAM M ETAL ROOFI NG - AEP SPAN - SPAN-LOK HIP -16"WIDTH_ 24 GAUGE -COLORTO MATCH EXISTING BUILDING MAHIAH KILR_LY PGR^-AN—G U� N„ s,9- Q' O�4 OF 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn z z° Lu a L'n o �.�/ J IdsW Lu LL z Cm � G D NW J F m V Q N J Q a REVISION DATE REASON FOR ISSUE PREMANUFACTURED T -SHED - ROOF PLAN LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 ImRa, l:. 4J 4.2 00 (�) Q PLATE 20' - 0" Y 1 WAREHOUSE - NORTH ELEVATION 1 1/8" = 1' 0" 4.5 TE PY 20' - 0" JISH GRADE 2 WAREHOUSE - SOUTH ELEVATION 1/8 -1 0'• Q WAREHOUSE - EAST ELEVATION J1/8"=1,-0.1 TO PLATE oo 120'20' - 0" :INISH GRADE EVEL 1 (468.00') 0 m A WAREHOUSE - WEST ELEVATION TO PLATE h 120'- 0" ;H GRADE EL 1 (468.00') 1 ' h 00 GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEETAO.01 FOR'PROJECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK 2. ELEVATIONS NOTED ARE RELATIVETO SEA LEVEL(OR PROJECT DATUM). 3. SEE DOOR SCHEDULE SHEETA12.01 FOR DOOR LOCATIONSAND TYPES. 4. SEEWALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. REFER TO AO11 FOR EXTERIOR WALL TYPES KEYNOTE LEGEND Key Value Keynote Text B.125 PREFINISHED METAL GUTTER & DOWNSPOUT B.214 STANDING SEAM METAL WALL PANEL -AEP SPAN -DESIGN SPAN HIP -16"WIDTH -24GAUGE - COLORTO MATCH EXISTING BUILDING B.232.1 22'-0"W X 16'-0"H MOTORIZED OVERHEAD DOOR- PAINTED. B.234.1 3'-0" X 7'-0" EXTERIOR HOLLOW METAL DOOR AND FRAME- PAINTED. DOOR HARDWARE TO BE ADA COM PLIANT. B.316 STANDING SEAM METAL ROOFING - AEP SPAN - SPAN-LOK HIP -16"WIDTH- 24 GAUGE -COLOR TO MATCH EXISTING BUILDING G.260.1.2 42"H STEEL GUARDRAIL G.260.1.3 STEEL BOLLARD 6.260.8 CONCRETE RAMPWALL MAHIAH KILR_LY POR AN N, t,t OF 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � LU z Z° W a L'n o J oc w Lu LL M z a� D V) w J V m Q N J Q a REVISION DATE REASON FOR ISSUE WAREHOUSE - EXTERIOR ELEVATIONS LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 SHED - NORTH ELEVATION 11 12 13 14 15 16 17 18 19 7 SHED - SOUTH ELEVATION L1/8"=1,-0-' h TO PLATE X120'-0" APPROX FI h LEVELI(4 +100'-0" 00 Q O 2 SHED - EAST ELEVATION (WEST MIRROR) J1/8"=1,-0., 3"/ 12" B.316 SH GRADE w" lu TO PLATE h 120'20' - 0" SH GRADE .1 (468.00') $ 100'00' - 0" GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE DOOR SCHEDULE SHEETA12.01 FOR DOOR LOCATIONS AND TYPES. 4. SEE WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. REFER TO A011 FOR EXTERIOR WALL TYPES KEYNOTE LEGEND Key Value Keynote Text B.102 18"D X 3'-6"H CONCRETE BASE B.214 STANDING SEAM METAL WALL PANEL -AEP SPAN -DESIGN SPAN HIP -16"WIDTH -24GAUGE - N, t,t COLORTO MATCH EXISTING BUILDING B.316 STANDING SEAM METAL ROOFING - AEP SPAN - SPAN-LOK HIP -16"WIDTH- 24 GAUGE -COLOR TO 38 NORTHWEST DAVIS, SUITE 300 MATCH EXISTING BUILDING 4 PREMANUFACTURED T -SHED - WEST ELEVATION (EAST MIRROR) 1/8" = V-0" PREMANUFACTURED T -SHED - NORTH ELEVATION (SOUTH 5 MIRROR) 1/8" = 1'-0" 0 z TUBE STEEL COLUMMN N, t,t OF 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 ry o 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 TUBE STEEL COLUMN o^ o6c LL z z° W a L'n o J W - o CW � G W� D N W J V m Q N J Q a REVISION DATE REASON FOR ISSUE k CONCRETE SLAB CONCRETE SLAB SHED & PREMANUF T -SHED - EXTERIOR ELEVATIONS LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 m � LEVEL 1 (468.00') — 100'-0" 1 LEVEL 1 (1 oo.00') 100'-0" Y 4 PREMANUFACTURED T -SHED - WEST ELEVATION (EAST MIRROR) 1/8" = V-0" PREMANUFACTURED T -SHED - NORTH ELEVATION (SOUTH 5 MIRROR) 1/8" = 1'-0" MAHIAH KILR_LY PORANO N, t,t OF 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. o^ w� z z° W a L'n o J W Lu W z CW � G W� D N W J V m Q N J Q a REVISION DATE REASON FOR ISSUE SHED & PREMANUF T -SHED - EXTERIOR ELEVATIONS LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 I I I I I I I I I D E F G 2 4 A4.01 A4.01 T I I I I I 15 ._ STANDING SEAM METAL WALL PANEL - AEP SPAN -DESIGN SPAN HP-16"WIDTH -24GAUGE - COLORTO MATCH EXISTING BUILDING G.260.1.2 42"H STEEL GUARDRAIL G.260.8 CONCRETE RAMP WALL 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W l7 z Z° W a L'n o J W Lu W W z W� D N W J V m LLI N J Q a REVISION DATE REASON FOR ISSUE WAREHOUSE - BUILDING SECTIONS LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 a , ,, : . B.101 I I WAREHOUSE I i100 � ULF ll1 �+--FF----FFI--H�--FF-11MlIMl MlIMl MalI I -I I II I II I II I I a I II I II I I -I I II I II I I -I I 11I 2 A4.51 TO PLATE h 120'-0" LEVEL 1 r- 100,-00 4.5 QT QT 5 A4.51 TO PLATE h 120 -0" Y 1 WAREHOUSE - BUILDING SECTION N/S 7 WAREHOUSE - BUILDING SECTION E/W 3 WAREHOUSE - BUILDING SECTION @ LOADING DOCK N/S LEVEL 1 (468.00') b 100' - 0" L 1/8"=1,-0„ LEVEL 1_L46 8.00') h 00'-00 A WAREHOUSE - BUILDING SECTION @ LOADING DOCK E/W 1/8"-1'0" TO PLATE h 120'120' - 0" SEL 1 (468.00') 100'100' - 0" GENERAL NOTES - BUILDING SECTIONS 1. REFER TO SHEET A0.01 FOR'PROJ ECT NOTES'APPLICABLE TO ALL PORTIO NS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR BUILDING DATUM). 3. SEE WALL SECTIONS FO R AD DITI0NAL EXTERIO R D ETAI LS. KEYNOTE LEGEND Key Value Keynote Text B.101 X -BRACE - SEE STRUCTURAL B.214 STANDING SEAM METAL WALL PANEL - AEP SPAN -DESIGN SPAN HP-16"WIDTH -24GAUGE - COLORTO MATCH EXISTING BUILDING G.260.1.2 42"H STEEL GUARDRAIL G.260.8 CONCRETE RAMP WALL MAHIAH KILR_LY PGR^%A/N -; C.- !c' :J� -t N' ��i O' � OF 6 A /i TM 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W l7 z Z° W a L'n o J W Lu W W z W� D N W J V m Q N J Q a REVISION DATE REASON FOR ISSUE WAREHOUSE - BUILDING SECTIONS LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 a , ,, : . GENERAL NOTES - BUILDING SECTIONS 80 @0 1. REFER TO SHEETA0.01 FOR'PROJ ECT NOTES'APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR BUILDING DATUM). 2 3. SEE WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. A4.,, Ott 6 ' A4.51 Y APPROX FINISH GRADE SHED 103 V �LEEVVEL1 (468.00') ooV 0 III 'fid III III III- --� 1 SHED - BUILDING SECTION N/S 1/8" = V-0" pp 13 14 15 16 17 18 19 7 SHED - BUILDING SECTION - E/W L 1/8 -1 0" 3,. )1T' – TUBE STEEL COLUNMN 0 c u 0 T -SHED k 1 oa m LEVEL 1 (468.00) h —I —1-1 _ 100' 0' Y 3 PREMANUFACTURED T -SHED - BUILDING SECTION TO PLATE h 120'120' - 0" 1 (468.00') 100'100' - 0" KEYNOTE LEGEND Key Value Keynote Text B.316 STANDING SEAM METAL ROOFING - AEP SPAN - SPAN-LOK HIP -16"WIDTH- 24 GAUGE -COLOR TO MATCH EXISTING BUILDING MAHIAH KILR_L)' PORK AN U� N„ 509 �4Q' OF ATM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. D J � W LL rn z z° W a 0 J W Lu W z CW � G W NW D � J F m V Q N J Q0 a REVISION DATE REASON FOR ISSUE SHED & PREMANUF T -SHED - BUILDING SECTIONS LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 1 194250 A B 1 WAREHOUSE - WALL SECTION @ OVERHEAD DOOR 1/4" =1'-0" 4 WAREHOUSE - WALL SECTION @ LOADING DOCK E/W FINISH GRADE EL 1 (468.00 h 100' - 0"., Y 2 WAREHOUSE - WALL SECTION 1/4" =1'-0" TO PLATE h 120'-00 (468.00 100' - 0" 3 WAREHOUSE - WALL SECTION @ LOADING DOCK N/S 1/4" = 1'-0" INAY67kno um 5 WAREHOUSE - WALL SECTION @ LOADING DOCK RAMP 1/4-10 T1 O PLATE 120'- 0- 0" APPROX FINISH GRADE 1 LEVEL 1 (468.00') 100' - 0- 0" ISH GRADE SEL 1 (468.0 0') 1 " -I$- 1001-01, GENERAL NOTES - WALL SECTIONS 1. REFER TO SHEET AO.01 FOR'PROJ ECT NOTES'APPLICABLE TO ALL PORTIO NS OF THE WORK. 2. INSTALL STANDING SEAM METAL ROOF/ WALL PER MANUFACTURER INSTRUCTION. KEYNOTE LEGEND Key Value Keynote Text B.214 STANDI NG SEAM METAL WALL PANEL - AEP SPAN - DESIGN SPAN HP-16"WIDTH -24GAUGE- COLORTO MATCH EXISTING BUILDING B.232.1 22'-0"W X 16'-0"H MOTORIZED OVERHEAD DOOR- PAINTED. B.232.2 8'-0"W X 16'-0"H MOTORIZED OVERHEAD DOOR- PAINTED. B.234.1 3'-0" X 7'-0" EXTERIOR HOLLOW METAL DOOR AND FRAME- PAINTED. DOOR HARDWARE TO BE ADA COM PLIANT. G.260.1.2 42"H STEEL GUARDRAIL G.260.1.3 STEEL BOLLARD G.260.1.4 DOCK BUMPERS a SHED -WALL SECTION 1/4" = 1'-0" MAHIAH KILR_LY POR^%AN-��-� o> N, t'9- 4Q. OF Ipp 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn z z° W a L'n o J W Lu W W z W� D N W J V m V) � Q V7 J Q0 a REVISION DATE REASON FOR ISSUE WAREHOUSE & SHED - WALL SECTIONS LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 IffilRa , ,, SEEASSEMBLIES GUIDE TRACK FLASHING - SHEET METAL ROUGH OPENING*1 SEALANTAND BACKER ROD FLASHING - SHEET HOLLOW METAL DOOR FRAME SEE ASSEMBUES a LOADIN A GUARDRAIL DETAIL 3/4l -1 0" a STEEL TUBES -1-1/2" DIAMETER - FULLY WELD ALLJOINTS - VERTICALS AT 60 INCHES ON CENTER MAXIMUM, EVENLY SPACED - PAINTED 3/4" CHAMFER A.C. PAVING CONCRETE RAMP WALL CONCRETE FILLED STEEL BOLLARD - 3 INCH RADIUS CAP - PAINT'OSHA'YELLOW HOLLOW METAL DOOR X qa.. _'•�a �.•� CONCRETE SLAB JAMB BEYOND /III V A.C. PAVING OR g METAL WALL PANEL @ HOLLOW METAL DOOR - HEAD v ru LLOW METAL DOOR FRAME LLOW METAL DOOR ,LANTAND BACKER ROD B FLASHING 1 1 METAL WALL PANELS @ HOLLOW METAL DOOR -JAMB 1 1 6" =1,-D,. OVERHEAD SECTIONAL % OVERHEAD DOOR -HEAD 5'-1'0' DOOR FRAME BEYOND OVERHEAD DOOR - 12 -1'0' HOLLOW METAL DOOR FRAME BEYOND FT HOLLOW METAL DOOR — ADA DOOR THRESHOLD - SET IN CONTINUOUS BED OF SEALANT -SHIMAS REQUIRED SLOPE TO DRAIN 2% MAXIMUM IN BOTH D IRECTIO NS AT DOOR MANEUVERING CLEARANCE, THEN 1:20 MAXIMUM 16 METAL WALL PANEL @ HOLLOW METAL DOOR - THRESHOLD 5'-1'0' c 1p (a STEEL BOLLARD DETAIL .01 1 112 -1 0" CONCRETE FOOTING MAHIAH KILR_LY POR AN* OF Ipp 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn z z° w a � o J W Lu W z CW � G W� D N W J V m V) � Q N J a0 a REVISION DATE REASON FOR ISSUE EXTERIOR DETAILS LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 1 1112" FIELD NOTCH AND HEM UNDER 2'CLOSURE EAVE TRIM TRIM CLEAT hh TOP OF PLATE o�-0" ___--_----- — CONT METAL BLOCKING PURLIN-SEESTRUCTURAL PREFAB BEAM BEYOND 1 3/8" BEAD OF NON -CURING BUTYL SEALANT ON BOTH SIDES OF MALE RIB PRIOR TO ENGAGING FEMALE RIB OF NEXT PANEL SEE ASSEMBLIES I FIELD NOTCH AND HEM UNDER 3/8" BEAD OF NON - CURING BUTYL SEALANT ON BOTH SIDES OF MALE RIB PRIORTO ENGAGING FEMALE RIB OF NEXT PANEL EAVE TRIM PURLIN - SEE STRUCTURAL m BENTONITE WATERSTOP v FLASHING - SHEET METAL y PREFAB BEAM BEYOND BENTONITE WATERSTOP i .41 V� � SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET 3 m ANKROM MOISAN ARCHITECTS, INC. 0 J � 4. � Z z° Lu C L'n o e Lu LL G' Cm � G D N w J V m •' r Q a m N SEEASSEMBLIES DATE EAVE DETAIL @ SHED BUILDING 0"-1'0 2 HIGH EAVE DETAIL @ SHED BUILDING 0"-1'0 SEE ASSEMBLIES FLASHING - SHEET METAL SHEET METAL CLEAT - DISCONTINUOUS FLASHING - SHEET METAL METAL DECKING SEALANTAND BACKER ROD FLASHING - SHEET METAL 7 CLOSURE METAL ROOF PANELS @ RAKE 2 3" = V-0„ J SEE ASSEMBLIES n RAKE DETAIL @ SHED BUILDING 3" -1 0.. FLASHING - SHEET METAL SHEET METAL CLEAT - DISCONTINUOUS 2'CLOSURE EAVE W/ GUTTER 3" = 1'-0" SEE ASSEMBLIES SEE ASSEMBUES BENTONITE WATERSTOP v FLASHING - SHEET METAL � C in" BENTONITE WATERSTOP 38 NORTHWEST DAVIS, SUITE 300 .41 V� 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 CONCRETE CURB ANKROM MOISAN ARCHITECTS, INC. 0 J � 4. 7C• Z z° Lu a L'n o e Lu LL 8'. Cm � G D N w J V m •' N J Q a REVISION DATE REASON FOR ISSUE zAPPROX FINISH GRADE 9 '< ♦ s LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 Al 4 �Oo 0 C06 >. a° 'oV00 O o °0. .. IIIIIIIIIIIIIIIIIIIIIIIIIIIII t CPoo�CPoo�po " (IIII (IIII (IIII IIII o. 0. IIII m Ip0 . ' °a , • -•'IIII III—III N p0.0. ' ' ° '°. III III III—III o IpoVpoV.00. 000 000 0 .. n '.♦ �'♦IIIIIIIIIIIIIIIIIIIIIIIIIIIII 0. III III III III 000 000 000 000 0 °• ` IIIIIIIIIIIIIIIIIIIIIIIIIIIII —III III, eA. II II II d — III III—III °.'. CONCRETE FOOTING ° II II IIII ISEESTRDCTURAL I— —III—III IIIA° II — IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III -1-1 III -1 ,III4. s ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII—.°A.(IIIIIIIIIIIIIIIIIIIIIIIIIIIII RAKE DETAIL @ SHED BUILDING 3" -1 0.. FLASHING - SHEET METAL SHEET METAL CLEAT - DISCONTINUOUS 2'CLOSURE EAVE W/ GUTTER 3" = 1'-0" SEE ASSEMBLIES SEE ASSEMBUES METAL WALL PANELS @ GRADE Q METAL WALL PANELS @ CONCRETE SLAB 3" =1' 0" FLASHING - SHEET METAL CONCRETE CURB CIP-JOINT FILLER CONCRETE SLAB FOOTING FIELD NOTCH AND HEM UNDER SHEET METAL GUTTER STRAP EAVETRIM GUTTER FLASHING - SHEET METAL METAL DECKING BENTONITE WATERSTOP O POR AN U� ° a � C in" u 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 �- 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � 4. LL rn Z z° Lu a L'n o e Lu LL 8'. Cm � G D N w J V m Q N J Q a REVISION DATE REASON FOR ISSUE • 9 '< ♦ s LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 Al 4 �Oo 0 C06 'oV00 O o °0. .. t CPoo�CPoo�po " o. 0. III—III III a° ' III III III—III s �. .. n '.♦ a III III III III ae III —III III, °°' I III—III III III—III ° ° —III —III—III IIIA° II III -1-1 III -1 ,III4. METAL WALL PANELS @ GRADE Q METAL WALL PANELS @ CONCRETE SLAB 3" =1' 0" FLASHING - SHEET METAL CONCRETE CURB CIP-JOINT FILLER CONCRETE SLAB FOOTING FIELD NOTCH AND HEM UNDER SHEET METAL GUTTER STRAP EAVETRIM GUTTER FLASHING - SHEET METAL METAL DECKING MARIAN KILR_LY O POR AN U� N„ 509 �4Q' OF Ipp 6 A /i TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ANKROM MOISAN ARCHITECTS, INC. 0 J � W LL rn Z z° Lu a L'n o J D.J Lu LL z Cm � G D N w J V m Q N J Q a REVISION DATE REASON FOR ISSUE EXTERIOR DETAILS LAND USE PERMIT DATE PROJECT NUMBER 09/21/2020 194250 PARR LUMBER -PHASE 2 CITY OF SPRINGFIELD, OREGON g b GSL GSE N o N m w d r w ¢ N O a C m SpnngBeld Mlddle: O C) � a G5t CS 3 - sFSl Schaal- P4 N o Fsl N 0 lln S K> F= a � s z ES: Dt s; -.- CSt U 0 e w° w L z 0 +w r cd O o5i c .r abs w pringfield Main st Ma;nstN 4 z Z ¢ y� O N - x U - w - SASt _ SITEMaimst w � N t J 6 T SA-9Y/'�ia s•.'' 1291 S A St jOSF Ona -M 1Rd_ SHEETINDEX 1 COVER SHEET 2 EXISTING CONDITIONS PLAN 3 SITE PLAN 4 GRADING DETAILS 5 STANDARD DETAILS VICINITY MAP NTS ENGINEER SURVEYOR HARPER HOUF PETERSON RIGHELLIS INC. HARPER HOUF PETERSON RIGHELLIS INC. CONTACT: KELLY OTA, P. E. CONTACT: JOHN CAMPBELL, P.L.S. 205 SE SPOKANE STREET, SUITE 200 205 SE SPOKANE STREET, SUITE 200 PORTLAND, OREGON 97202 PORTLAND, OREGON 97202 (503) 221-1131 (503) 221-1131 KELLYOQHHPR.COM JOHNCQHHPR.COM PARR LUMBER COMPANY CONTACT: BRAD FARMER 5630 NW FIVE OAKS DRIVE HILLSBORO, OREGON 97123 (503) 614-2539 BRADFQPARR.COM 64+00 66+00 +00 67+00 H 88+00 SOU A S1} REET I — — 89+00 70+00 1 71+00 I T si \ I \_ I I r� �SAN` cITG NADD GENERAL NOTES: 1. CONSTRUCTION SHALL CONFORM TO THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AND CITY OF SPRINGFIELD SPECIFICATIONS. 2. THE EROSION PREVENTION MEASURES DESCRIBED IN THESE PLANS ARE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. 3. PRIOR TO ANY SITE DISTURBANCE A PRE -CONSTRUCTION EROSION PREVENTION SITE VISIT IS REQUIRED WITH THE CONTRACTOR, THE EROSION INSPECTOR AND THE CONSTRUCTION INSPECTOR. 4. A GRADING AND/OR FILL PERMIT FROM THE CITY BUILDING DIVISION MAY BE REQUIRED FOR ANY CONSTRUCTION ACTIVITY OUTSIDE OF THE RIGHTS-OF-WAYAND PUBLIC EASEMENTS. 5. ITEMS OF WORK NOT SHOWN ON THE PLAN BUT NECESSARY FOR SUCCESSFUL COMPLETION OF THIS PROJECT WILL BE REQUIRED BYTHE CITY. 6. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CITY INSPECTIONS. 7. BEFORE BACK -FILLING THE END OFA MAINLINE PIPE NOT ENDING ATA MANHOLE OR CLEANOUT, THE CONTRACTOR SHALL PERFORM THETV INSPECTION AS REQUIRED BYTHE STANDARD SPECIFICATIONS AND ALLOW THE CONSULTING ENGINEER TO DETERMINE THE EXACT LOCATION AND ELEVATION OF THE END OF THE PIPE. 8. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE AND ALLOWTHE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION BEFORE LAYING ANY NEW PIPE ON THAT SYSTEM. 9. WHERE THE CONTRACTOR IS UNABLE TO ACHIEVE SUB -GRADE COMPACTION AND DEFLECTION STANDARDS REQUIRED BY THE SPECIFICATIONS, AS DETERMINED BY FIELD INSPECTION AND TESTING, THE SUB -GRADE SURFACE SHALL BE LOWERED AT LEAST 6INCHES, FABRIC SHALL BE PLACED, AND THE MATERIAL REMOVED SHALL BE REPLACED WITH 11Y'-0 CRUSHED ROCK AND COMPACTED ACCORDING TO THE SPECIFICATIONS. IF THE SUB -GRADE STILL DOES NOT MEET SPECIFICATIONS OVER -EXCAVATE TO A DEEPER SUBBASE DEPTH AS DIRECTED AND REPEAT THE PROCESS UNTIL THE SUB -GRADE MEETS SPECIFICATIONS. 10. ASPHALT SHALL BE FORMULATED FOR THIS PROJECT IN ACCORDANCE WITH THE MARSHALL METHOD FOR STREETS CARRYING (LIGHT, MEDIUM, HEAVY) TRAFFIC AS FULLY DESCRIBED IN SECTION 745 OF THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AND CITY AMENDMENT NO. 3, 4 AND 5. 11. THE CONTRACTOR SHALL NOTIFY CITY OF SPRINGFIELD DEPARTMENT OF PUBLIC WORKS, PERMIT SECTION, 24 HOURS BEFORE BEGINNING WORK IN THE COUNTY RIGHT-OF-WAY. 12. THE CONTRACTOR SHALL PROTECT THE WORKAREA IN THE COUNTY ROAD IN ACCORDANCE WITH "LANE COUNTY TRAFFIC CONTROL AND SAFETY PROCEDURES." 13. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE CONSULTING ENGINEER AND THE CITY BEFORE THE CHANGES ARE IMPLEMENTED. 14. ATTENTION: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987 OR (800) 332-2344.) 15. DURING CONSTRUCTION, RUNOFF FROM THE SITE SHALL BE CONTROLLED, AND INCREASED SEDIMENTS RESULTING FROM SOIL DISTURBANCES SHALL BE RETAINED ON-SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY DIVERSIONS, SEDIMENT TRAPS, BARRIERS, CHECK DAMS, OR OTHER METHODS AS NECESSARY TO PREVENT AND/OR MINIMIZE NEGATIVE IMPACTS TO WATER QUALITY AND RELATED NATURAL RESOURCES. 16. PLACEMENT OR STORAGE OF SPOILS FROM TRENCH CONSTRUCTION IS NOT PERMITTED ON HARD SURFACE STREETS WITHIN PUBLIC RIGHT-OF-WAY. SPOILS STORED IN OTHER RIGHT OF WAYAREAS SHALL BE COVERED TO PREVENT EROSION. 17. THIS PROJECT IS WITHIN THE 20+ YEAR TIME OF TRAVEL ZONE FOR THE Q STREET DRINKING WATER WELLHEAD. w w w 0 0 N W U) LL] m 75 J 1i z 0 LL] rlr0 0 LL] ILL Z ll�^ VJ Y y 0 w 2 y w O 0 y 2 ¢ rc O Y y o Y w x U N o N m w d r w ¢ N O O C) o a P4 N o z N w 0 lln S K> F= a cn w U 0 w° w 0 +w r cd O .r abs w a z Z ¢ y� O N x U w oW. w � N t J 6 Y y 0 w 2 y w O 0 y 2 ¢ rc O Y y o Y w x U N o N m w d r w ¢ N O o z F= a U 0 w 0 0 z w w � a 0 SHEET NO. 1 OF/ zz 5 JOB NO. PAR -36 -64+00 85+Op 66+00 1 — 68+00 69+00 70+00 ORIVEWAY W W, �a�e�,=m�yam §WILITM "A" STREET BYPASS TBM=ABRASS RCDGf— SET IN CONCRETE WALK EL=486.96' FOUND 5/8" IRON ROD W/YPC MARKED -BRANCH 17' HIGH CHAINLINK ENG. INC.', HEED FOR LINE FENCE GATE WITH BEARS N0215'W"E, 0.48' I BARBED WIREANOD a cTAl 6" WATER LINE IN VAULT. DISCONNECTED WIRES APPEARS TO BE DISABLED ® luu i INDICATION OF WELL PER ASBUILTPOWER POLE ® / A-302939 HAS UTILITY ° \ \ LL=137.352 BOX ATTACHED \ LC=S8+27'30'E STAn T \ \ 137.34' Ak l0T 890 \ \ 0 \ 1 2, \ STORM MANHOLE IN THIS AREA -APPEARS TO BE PAVED ODER 3' OF 0 I\ rax LOT 9200 \ CONCRETE STRIP AAFOOTING VE BEEN POWER UTILITY BOX ON b \ BUILDING FACE PTE LIMITS ® n PARTALLY EXPOSED 2" \ \ OFPHASEPAMNG VIII METAL RAIL (POSSIBLY PART \ OF A TRANSPORT SYSTEM) \ I CONCRETE PADS I I I ONc I REE GUTTER �APFROX 00 0 OTT DIAMETER GONG FOOTING G °A\OX 0.6' DIA CONIC FOOTING ° MI \ ° ° ° ° 6'HIGH CHAINUNK- FENCE WITH HIGHIGH PENCEHAINLINK BARBED RE FOUND 5/8" IRON ROD / _ ° ° o� BARBED WIRE W/YPC MARKED "BRANCH I ENG. INC.", HELD. I� 1� °'W ©® ` _ _ _ r k 7713 J _ DISCONNECTED � 348 q0� ` CAUTION: FIBER !y OPTIC WARNING SIGN _} UNION PACIFIC RAILROAD PAR TI TION N PLAT � 91-P01712 PARCEL 1 FOUND 5/8 -IRON ROD W/NO CAP, BENT, TIED SPIN HOLE, HELD 'ER ASBUI�IIRE(r`Ip� --� — DEMCE \ I �2•` 9.40' sm \ ® a1 _- PARKING LOT Qe \ COMBINED GROSS \ \ NNI LAND AREA=3135,353 \ SO. FT. TAX LOT 9200 1291 SOUTH 'A' STREET SPRINGFIELD, OREGON W 3 6' HIGH HIGH W— FOUND 5/8" IRON ROD W/NO FENCE CAP, BENT, TIED SPIN HOLE HELD FOR UNE 6' HIGH CHAINLINK BEARS NB'50'30"E, 0.11' FENCE WTH BARBED WIRE TAX LOT 7700 a°' FENCE TAX LOT 900 FOUND 5/8" IRON ROD W/NO CAP, BEARS N87'44'02"W, 1.86' 0 15 30 60 SCALE: 1"= 30' Z TOPOGRAPHIC LEGEND: w Y srM STORM SEWER LINE Z suu SANITARY SEWER UNE 0 W' WATER LINE 0 ° GAS UNE LLI °W OVERHEAD WIRE —XXX— FENCE LINE, TYPE AS NOTED O T TELEPHONE LINE w 0 FRENCH DRAIN > > > FLOWLINE LJJ C) BUILDING UNE LL - 0 LINEAR AC PATCH (UTILITY?) O UTILITY LINE IS BELIEVED TO CONTINUE, CONNECTION NOT LOCATED co OR UNKNOWN U) W MAJOR CONTOUR - 5' INTERVALS MINOR CONTOUR - 1' INTERVALS $$ SANITARY SEWER MANHOLE UNKNOWN UTILITY BOX n W ry c 0 CLEANOUT O UNKNOWN UTILITY MANHOLE cd O $p STORM SEWER MANHOLE E- GUY WIRE VIII CATCH BASIN LIGHT POLE p ROOF DRAIN DOWN SPOUT w<� <b STREET LIGHT ® WATER VALVE SINGLE POST SIGN C( FIRE HYDRANT M FLAG POLE Y? FIRE DEPT. CONNECTION Z ¢ 0 GATE POST ® WATER METER U WN �O BOLLARD WATE WATER VAULT DECIDUOUS TREE ® WELL (APPROXIMATE DIAMETER HREAST ® WATER BOX HIGH AS NOTED) STUMP - APPROXIMATE ® GAS VALVE DIAMETER ON TOP, OR DBH, IF OVER 4' TALL. 0 GAS STAND PIPE ® POWER METER ® EASEMENT NOTE ® POWER UTILITY BOX TEMPORARY BENCH MARK �P- FIBER OPTIC WARNING SIGN ® BORE HOLE EXISTING CONCRETE SURFACE BH x EXISTING ASPHALT SURFACE LAEXISTING GRAVEL SURFACE NOTE: SYMBOLS SHOWN HEREON ARE FOR GRAPHICAL REPRESENTATION PURPOSES AND DO NOT NECESSARILY SHOW SHAPE, SIZE, ROTATION, CONDITION, TYPE, ETC. OF THE ACTUAL PHYSICAL IMPROVEMENTS THAT THEY REPRESENT. CONDITION, TYPE, ROTATION, ETC. MAY VARY AMONGST ITEMS SHOWN BY THE SAME SYMBOL CAL DATUM: ELEVATION DATUM:NAVD 88, OBTAINED USING OREGON REAL-TIME GNSS NETWORK (ORGN). TEMPORARY BENCH MARK (TBM)=CONTROL POINT NUMBER 3, IS A BRASS PLUG MARKED "HHPR CONTROL', SET IN SIDEWALK NORTH OF THE NORTHEAST PROPERTY CORNER, AS SHOWN. EL=466.96' HORIZONTAL DATUM AND BASIS OF BEARINGS -oHl/ONTAL COORDINATES ARE LOCAL DATUM PLANE GROUND COORDINATES 3AS-] ON THE OREGON STATE PLANE SOUTH ZONE NAD83 DATUM. EASEMENT NOTES: ® EASEMENT FOR RIGHT-OF-WAY PER RECEPTION NO. B370 P596, AND RECEPTION NO. 1948-063861, LANE COUNTY OREGON DEED RECORDS. 10 EASEMENT FOR SLOPES, PER RECEPTION NO. 1952-088856, LANE COUNTY OREGON DEED RECORDS. 11 EASEMENT FOR TRANSMISSION AND DISTRIBUTIONS LINE, PER RECEPTION NO. 1956-074842, LANE COUNTY OREGON DEED RECORDS. 13 EASEMENT FOR ELECTRIC TRANSMISSION LINE, PER RECEPTION NO. 1956-074845, LANE COUNTY OREGON DEED RECORDS. 14 EASEMENT FOR SANITARY SEWER, PER RECEPTION NO. 1966-049421, AND RECEPTION NO. 1968-030545, LANE COUNTY OREGON DEED RECORDS. 17 EASEMENT FOR RESERVATION OF MINERAL RIGHTS AND INGRESS AND EGRESS PER RECEPTION NO. 1995-063422, LANE COUNTY OFFICIAL RECORDS. 18 EASEMENT RESERVATION FOR 10 FOOT WIDE NON-EXCLUSIVE EASEMENT PER RECEPTION NO. 1995-063422, LANE COUNTY OFFICIAL RECORDS. 2® EASEMENT FOR EMERGENCY RELIEF SANITARY SEWER LINE, PER RECEPTION NO. 1995-063423, AND RECEPTION NO. 1996-073368, LANE COUNTY OFFICIAL RECORDS. 21 EASEMENT FOR SANITARY SEWER FACILITIES, PER RECEPTION NO. 1997-040922, LANE COUNTY OFFICIAL RECORDS. 24 UNRECORDED GAS LINE EASEMENT PER PROPERTY LINE ADJUSTMENT SURVEY OF THE SUBJECT PROPERTY PREPARED BY RENEE CLOUGH, REGISTERED LAND SURVEYOR, PROJECT NO. 15-036, © RECIPROCAL STORM DRAINAGE EASEMENT, PER RECEPTION NO. 2015-017145, LANE COUNTY OREGON DEED RECORDS. © RECIPROCAL ACCESS EASEMENT, PER RECEPTION NO. 2015-017146, LANE COUNTY OREGON DEED RECORDS. Z w Y J U)co Z y Q 0 0 Z o LLI 0 P,N O — N w 0 ui 0 0 Co LJJ C) H --E LL - 0 'A O 1 1. co z U) W � o Y ry Y N o r. y y o N O C) o a w m P,N 0 w conW o w o 2 Y d K>o � � m 2 H --E C/I w z 'A O z P,w o n W ry c F cd O xxa w<� <b W a Z ¢ y O i U WN �O z N J 6 Y O' Y N y y y o N w m w 0 w o 2 2 Y d W K 2 6 N O O U O w N Z1W SHEET NO. 2 OF/ 5 JOB NO. PAR -36 65+00 66+00 —)— EASEM N EASEMENI \W I 1 �W I I I I PROPERTY LINE J� I I I IN, I I I I I 4, I I \ I I I � I I I I I 14 I 1 I I I 2 4I I `.l I 1 1 RIM =466.62T 6" IE bUT (N) = 464.74 I _�N` _ 67+00 — � — 68+00 _ _ 69+00 Row SOUTH A STREET — —+ — — + EXISTING \ DRIVEWAY \ \ srM\ \ \ \ s1M \ 1 \ \ EXISTING ASPHALT LOADING AREA :X+Ini E X 6" IE = 464.23± 8 6 \ \ \ T EXISTING PARKING LOT " \srM oLLwrcW II I l1I3 Nt22o 1I 23 � \1I EXISTING III X_\IS TINsrG BUILDING LLI J 24 13 — RIM = 467.93 0 E X 6" IE = 464.36± 8 12 14 6 13 25 11 5 IIII ------------------ V 19 v ,PROPgS, 'T -SHED 36 0SF' v Y 21 ° ° ° 18 5 14 48.8' PROPOSED SHED ° RIM = 467.59 4800 SF 6" IF o °465.26 _ RIM=466.95 6" IE OUT (NW) = 465.85 - PROPOSED `Il WAREHOUSE °5168 SF 1a of i \ 18 5 RIM = 463.92 4" IE OUT (W) = 460.59 LF 4" DI STM S=0.0100 15 LF 4" aTSTM_�_ '� 4" IE 466.95 _ `S=0.0100 I, sN L 9 TYP �� �� SS 2 SILLO I rv2 u Lu Lu — _ W 26 PROPERTY LINE '2W¢W y yW PROPERTY LINE CONSTRUCTION NOTES: OPROTECT EXISTING ASPHALT PAVEMENT. OPROTECT EXISTING FENCE. OPROTECT EXISTING SHALLOW STORM LINE. OPROTECT EXISTING TREE. OINSTALL FLOGARD CATCH BASIN FILTER PER DETAIL ON SHEET 5. OSAWCUT, REMOVE, AND REPLACE EXISTING ASPHALT PER GRADING DETAIL SHEET 4 AND ASPHALT PAVEMENT SECTION ON THIS SHEET. 7O REMOVE EXISTING VALLEY GUTTER. ® REMOVE EXISTING CONCRETE PADS AS NECESSARY TO CONSTRUCT PAVEMENT SECTION. OREMOVE EXISTING CONCRETE FOOTINGS AS NECESSARY TO CONSTRUCT PAVEMENT/BUILDING FOUNDATION SECTION. 10 REMOVE EXISTING METAL RAILS AS NECESSARY TO CONSTRUCT PAVEMENT SECTION. 11 INSTALL NEW BUILDING. SEE ARCHITECTURAL PLANS. 12 INSTALL NEWT -SHED ON CONCRETE PAD. SEE ARCHITECTURAL PLANS FOR T -SHED INFORMATION. SEE SHED CONCRETE PAD SECTION ON THIS SHEET. 13 INSTALL LOADING DOCK CONCRETE PAD. SEE LOADING DOCK CONCRETE PAD SECTION ON THIS SHEET. 14 INSTALL CONCRETE VALLEY GUTTER PER GRADING DETAIL SHEET 4 AND VALLEY 8 GUTTER DETAIL ON SHEET 5. 15 INSTALL 4" COMPACTED GRAVEL PER GRADING DETAIL SHEET 4. 16 INSTALL LYNCH STYLE CATCH BASIN PER DETAIL ON SHEET 5. INSTALL PUMP SYSTEM. 17 INSTALL CLEANOUT PER DETAIL ON SHEET 5. 1g REMOVE EXISTING CATCH BASIN. 19 CONNECT TO EXISTING 6" STORM. 2Q INSTALL OVERFLOW BEEHIVE INLET PER DETAIL ON SHEET 5. 21 CONSTRUCT STORMWATER INFILTRATION RAIN GARDEN PER DETAIL ON SHEET 5. 22 CONNECT TO EXISTING 8" FIRE WATER SERVICE. 23 INSTALL 6" DUCTILE IRON FIRE LINE. TRENCHING PER DETAIL ON SHEET 5. 24 INSTALL HYDRANT PER DETAIL ON SHEET 5. 25 ROOF DRAIN TO DAYLIGHT TO FINISH GRADE. SEE ARCHITECTURAL PLANS FOR DETAILS. 26 ROOF DRAIN TO CONNECT TO SITE STORM. SEE ARCHITECTURAL PLANS FOR DETAILS. G d 30' NOTE: SHOWN FOR REFERENCE ONLY SEE LUMBER RACK PLANS FOR CONSTRUCTION DETAILS AND SPECIFICATIONS T -SHED CONCRETE PAD SECTION NTS A G' 16'-11" NOTE: SHOWN FOR REFERENCE ONLY SEE ARCHITECTURAL PLANS FOR CONSTRUCTION DETAILS AND SPECIFICATIONS LOADING DOCK CONCRETE PAD SECTION NTS N NOTE: AFTER EXCAVATION, AGGREGATE n' Lli SHOULD BE PUSHED ONTO THE GEOGRID y `^ V / WITH LIGHT CONSTRUCTION EQUIPMENT 4" A.C. PAVEMENT LEVEL 3 NO HEAVIER THAN A DS DOZER OR C) 1/2" DENSE (2) 2" LIFTS) BOBCAT TO CREATE THE AGGREGATE m 12" CRUSHED ROCKBASE, 3/4" (MINUS) LAYER. NO FULLY LOADED AGGREGATE �^Q ' (95% COMPACTION ASTMD 1557 TRUCKS SHALL BE ALLOWED DIRECTLY ON THE GEOGRID. J TENSAR TRIAX TX160 GEOGRID 0 25 6" BELOWA.C. PAVEMENT 3y H AND AT BOTTOM OF ROCK Wnn 2 MIN. 12" OVERLAP cn c GEOTEXTILE FABRIC 6 OZ. NON -WOVEN ffLL V (MIRAFI 18ON OR EQUAL) Z �l'p\TYP �J UNDISTURBED NATIVE SOIL NOTE: A.C. PAVEMENT SHALL BE COMPACTED TO 91% OF RICE DENSITY 15 ASPHALT PAVEMENT SECTION NTS J ~ 0 15 30 60 17.5' n W N SCALE: 1"= 30' G d 30' NOTE: SHOWN FOR REFERENCE ONLY SEE LUMBER RACK PLANS FOR CONSTRUCTION DETAILS AND SPECIFICATIONS T -SHED CONCRETE PAD SECTION NTS A G' 16'-11" NOTE: SHOWN FOR REFERENCE ONLY SEE ARCHITECTURAL PLANS FOR CONSTRUCTION DETAILS AND SPECIFICATIONS LOADING DOCK CONCRETE PAD SECTION NTS Y N Y n' Lli y y `^ V / z Q 0 C) o a m LI..I Z P4 N 0 J 0:� 0 [ lln W 3y H m Wnn 2 6 N cn c w ffLL V J Z z • w° U) J ~ p ^Q I..L n W Y O' Y n' N y y o N O C) o a m P4 N 0 w o N w [ lln 2 3y d K> o m 2 6 N cn w w O ~ z • w° J ~ p n W N F ggc xxa 3 w�d a h w a Z ¢ y O N x V pW. z � N J 6 Y O' Y N y y y o N m w 0 w o 2 2 Y d w K 2 6 N O O U O J SHEET NO. 3 OFZ 5 JOB NO. PAR -36 I I � I I I I I I I I I I I � I I I I I I , I I I I I I I I I I I , I I I I I I I I I I I I 467.30 FG _ o/ vu 1 1.0% 0.5% 467.58 EG Ml 468.00 FG 2.5% 468.00 FG MATCH EX / -< 0.5� 5. 24.0'- '14671 4.0' 468.00 FG 467.12 FG M 467.92 FG _ a 467.12 RIM J 467.83 FG O o J R IN GARD N 468.00 FG o o m E EV 466 0.5% 1.5% °O a ' CONCRETE 467.80 FG RAMP WALL T - , 23.7' ° 468.00 FG � 467.62 FG 868.00 FG w 0 ° PROPOSED BUILDING $$ _ �I J J FFE = 468.00 O ' 467.62 FG U o _ z ° 19.d 466.95 FG O _ 468.00 FG a 463.92 RIM MATCH EX 1 4.4h 50'0 468.00 FFE 464.00 RAMP 466.95 RIM 467.45 FG EtEV 468.45 0 468.00 FG 468.00 FG y� 468.00 FG t o� 18.0'47.0' 11h - 467.45 FG 1--...- _ c 46815 EG 467.90 EG MATCH EX MATCH EX ® =e-xx e x_x� 467.41 EG MATCH EX VIIILU I l\ I� \ \ I `LL \ \ 467.95 EG \ 467.90 EG \ MATCH EX c \ ro MATCH EX GRADE BRE 467.45 FG - - - - - 467.55 FIG 467.90 EG II EX�gl� r \ MATCH EX 467.85 EG VIII CIM1 o MATCH EX 467.20 EG 467.00 EG NG + < h 0.50• 3/phgSF\ (n MATCH EX MATCH EX 467.60 EG v 468.00 F' / Pq ��NG------------L - MATCH EXISTING GRADE MATCH EX 467.85 FG ---------- I----- -------- T \_ 468.00 FG I m C\ \ 1T O I �eX (V M 20.0' ° < < < < o e < R \ ( 3.go - 468.00 FG ° PROPOSED SHED FouNbATION < ° v 467.30 FG �+\ �= <^TOPbl SLAB -468 00 \ 468.00 FG - < < 49.6' � I \ %CIO 467.62 FG d 468.00 FG 467 76 EG MATCH EX 1 ry 467.80 EG 0 468 00 FG PROPOSED BUILDING FFE = 468.00 I - < 468.00 FG 0 0' � h eF N o ^ rvj O h e 467.44 FG 36.2' 468.00 FG 467.80 FG 467.62 EG MATCH EX 467.85 FG 467.92 FG 0 10 20 40 N y y SCALE: 1" = 20' N W Y 0 Y N y y �Qo J = Q � W � � 0 w m w w Q � W � z m w r m O O U C� v O C) o � a � N � U7 ZD � n W N cd O ggc xxa wV w � z � w a Z U y� x v z W � J N 6 Y 0 Y N y y y o N w m w w H y ¢ w r m O O U O J SHEET N0. 4 pF/ z 5 JOB N0. 0 0 0 6 LL OPTIONAL FOSSIL ROCK ABSORBANT POUCHES FOUR EACH. STAINLESS STEEL FILTER FRAME WITH RUBBER GASKET. POLYPROPYLENE GEOTEXTILE FILTER ELEMENT. STAINLESS STEEL SUPPORT HOOK. FOUR EACH. GRATE. (BY OTHERS) NOTES: a' 1. Filter insert shall have a high flow bypass feature. 2. Filter support frame shall be constructed from stainless steel Type 304. 3. Filter medium shall be Fossil Rock( , installed and maintained in accordance with manufacturer specifications. 4. Storage capacity reflects 80% of maximum solids collection CATCH BASIN. priorto impeding filtering bypass. (BY OTHERS) Flo Gard d Old castlea Stormwater Solutions Catch Basin Insert FilterTHECOUNEMMIS THEGROGERIYOtGOWSRPerdGBCIOGI ITBESUBMInCEFMPFFEAENCENIPPBEBOLY MDBNLLmTBE LVEOINNttWAY INIUNOUSTOPEeTERFIEDDEVONewaY SCIMIGHT03010010CADOEMEDUTINE. NLRIGIVOMERVED. DRAWING No ECO -0127 OAT 12/18/08 SHEET 1 OF 2 Grated Inlet Style FG -0001 D JPR 5/18/15° JPR V HINGED DEFLECTOR TO FACILITATE CLEAN-OUT 45° BE ND ROTATE AS� READ. 12" MAX RIM EL. (SEE PLAN) z M2 I.E. N OUT - z 9"X9"X25" �r "LYNCH" AREA DRAIN ?\fig r t` OUTLET TRAP (SNOUT) NOTE: I.E. USE PIPE MANUFACTURES ADAPTER, CONTRACTOR SHALL (SEE PLAN) CONNECTOR, OR "FERNCO" COUPLING WITH DETERMINE THE REQUIRED STAINLESS STEEL CLAMPS OR APPROVED EQUAL FITTINGS NEEDED FOR EACH CATCH BASIN. LYNCH STYLE CATCH BASIN DETAIL NTS WATER MAIN r VALVE BOX 6" GATE VALVE FLG X MJ LOWEST PURI ro2 MINT� FINISH GRADE COMPACTED FILL WYE BRANCH 6" X 6" Y2 CY MIN DRAIN GRAEL 1 Y2' -O" PERMIT FREE DRAINAGE OF FIRE HYDRANT �MEGALUG –`r' RETAINER GLAND SOLID PRECAST BASE BLOCK —TEE, MJ X SIDE FUG NOTE: CONCRETE THRUST BLOCK FIRE HYDRANT SHALL BE INSPECTED BY POUR AGAINST UNDISTURBED WATER DISTRICT PRIOR TO EARTH BACKFILLING. FIRE HYDRANT DETAIL NTS 45° BEND 0 0 0 FILTER FRAME. 6 LL RUBBER GASKET GRATE FRAME. (GRATE NOT SHOWN FOR CLARITY) CONCRETE DROP INLET. (BY OTHERS) PAVEMENT SURFACE. (BY OTHERS) " "1L FOSSIL ROCKf ANT POUCHES. REFER TO SPECIFIER CHART FOR CATCH BASIN & FILTER SIZING. SEE SHEET 1 OF 2. FOSSIL ROCKf ABSORBANT POUCHES. CONCRETE DROP INLET. (BY OTHERS) SPECIFIER CHART MODEL INLET ID GRATE OD COMMENTS FF -12D 12" X 12" 15"X 15" GRATED INLET FF -16D 16"X16" 18"X 18" GRATED INLET FF -18D 18"X18" 20"X20" Ed N GRATED INLET FF-183GSD 18"X36" 18"X40" Oo GRATED INLET FF-1836DGO 18"X36" 18"X40" E COMBINATION INLET FF -24D 24"X24" 26"X26" G GRATED INLET FF -2436D 24"X36" 24"X40" GRATED INLET FF-RF24D 24" DIA. 25" DIA. CIRCULAR INLET FF-24DGO 24"X24" 18"X26" L 1_ COMBINATION INLET FF-2436DGO 24'X36" 24'X40" DEC U4 COMBINATION INLET FF -36D(2 PIECE) 36'X36" 36'X40" 06OWWE PoIM GRATEDINLET FF -3648D (2 PIECE) 36' X 48" 40'X 48" GRATED INLET OPTIONAL FOSSIL ROCK ABSORBANT POUCHES FOUR EACH. STAINLESS STEEL FILTER FRAME WITH RUBBER GASKET. POLYPROPYLENE GEOTEXTILE FILTER ELEMENT. STAINLESS STEEL SUPPORT HOOK. FOUR EACH. GRATE. (BY OTHERS) NOTES: a' 1. Filter insert shall have a high flow bypass feature. 2. Filter support frame shall be constructed from stainless steel Type 304. 3. Filter medium shall be Fossil Rock( , installed and maintained in accordance with manufacturer specifications. 4. Storage capacity reflects 80% of maximum solids collection CATCH BASIN. priorto impeding filtering bypass. (BY OTHERS) Flo Gard d Old castlea Stormwater Solutions Catch Basin Insert FilterTHECOUNEMMIS THEGROGERIYOtGOWSRPerdGBCIOGI ITBESUBMInCEFMPFFEAENCENIPPBEBOLY MDBNLLmTBE LVEOINNttWAY INIUNOUSTOPEeTERFIEDDEVONewaY SCIMIGHT03010010CADOEMEDUTINE. NLRIGIVOMERVED. DRAWING No ECO -0127 OAT 12/18/08 SHEET 1 OF 2 Grated Inlet Style FG -0001 D JPR 5/18/15° JPR V HINGED DEFLECTOR TO FACILITATE CLEAN-OUT 45° BE ND ROTATE AS� READ. 12" MAX RIM EL. (SEE PLAN) z M2 I.E. N OUT - z 9"X9"X25" �r "LYNCH" AREA DRAIN ?\fig r t` OUTLET TRAP (SNOUT) NOTE: I.E. USE PIPE MANUFACTURES ADAPTER, CONTRACTOR SHALL (SEE PLAN) CONNECTOR, OR "FERNCO" COUPLING WITH DETERMINE THE REQUIRED STAINLESS STEEL CLAMPS OR APPROVED EQUAL FITTINGS NEEDED FOR EACH CATCH BASIN. LYNCH STYLE CATCH BASIN DETAIL NTS WATER MAIN r VALVE BOX 6" GATE VALVE FLG X MJ LOWEST PURI ro2 MINT� FINISH GRADE COMPACTED FILL WYE BRANCH 6" X 6" Y2 CY MIN DRAIN GRAEL 1 Y2' -O" PERMIT FREE DRAINAGE OF FIRE HYDRANT �MEGALUG –`r' RETAINER GLAND SOLID PRECAST BASE BLOCK —TEE, MJ X SIDE FUG NOTE: CONCRETE THRUST BLOCK FIRE HYDRANT SHALL BE INSPECTED BY POUR AGAINST UNDISTURBED WATER DISTRICT PRIOR TO EARTH BACKFILLING. FIRE HYDRANT DETAIL NTS 45° BEND 0 0 0 FILTER FRAME. 6 LL RUBBER GASKET GRATE FRAME. (GRATE NOT SHOWN FOR CLARITY) CONCRETE DROP INLET. (BY OTHERS) PAVEMENT SURFACE. (BY OTHERS) " "1L FOSSIL ROCKf ANT POUCHES. REFER TO SPECIFIER CHART FOR CATCH BASIN & FILTER SIZING. SEE SHEET 1 OF 2. FOSSIL ROCKf ABSORBANT POUCHES. CONCRETE DROP INLET. (BY OTHERS) PAVEMENT SURFACE. 8.50" SEE NOTE 6 OUTLET SECTION VIEW Fl o Gardd Oldcastled Stormwater Solutions Catch Basin Insert Filter HINDO „E„T, „ PAUPEHN°o, z °°d, ° ffIS '1nEo o°°REFEp88,„,I o ESo�No HAuLai USED INAN AUn INJURIOU510THE INTEBESRREACCOURNIY CUMSHION10OLDOoDLEPRECAUT I NLRIGM316ENMD. DRAWNSAFE Grated Inlet Style FG -G ND ECO -0127 0001 D PR 5/,8/,5 JPR 12/18/00 SHEET 2 OF 2 GROUT STANDARD CAST IRON PAVED AREAS FRAME AND COVER 21M 6„ _ PVC GRANULAR .. AGGREGATE NOTE: NOTE: CAST IRON FRAME AND COVER SHALL BE VALLEY IRON & STEEL CO. NO.'S 202 (6") OR APPROVED EQUAL. GRANULAR BACKFILL ALL SIDES U-1 nr� s1gRs alt OL PROVIDE AND a SECURELY INSTALL Cn PLUG z Q 11")MT bel SRI, C) o EtNaaON w m W Ed N Lij I - Oo ¢ rrw Q W E QCCCO �t n w Z G ILL_ Z Ur. 00 dE E, lF�E V J NI 1]!/ all FARRIC Up J ~ L 1_ DEC U4 ^Q^ OVER OW TO MmDIED 06OWWE PoIM M O 1. Provide protection from all vemea traffic, equipment staging, 5. Piping: Minimum T pipe required for up to 1,500 sq It of and foot traffic in proposed infiltration areas Snot M. during, impervious area, otherwise 4" min. Piping material, slopes and eller constructor, and Installation shall follow the Uniform Plumbing Cade. 2. Dlmansions: 6. Growing medium'. w�d ah a. Depth of rain garden: W minimum and 12" rouimum 8.12° minimum i. Imported bopsoll or amended native topsoil. b. Flat bottom width: 2' mn. h c Side slopes of Rain Garden: 3:1 maximum. 3. Setbacks: Vag itil Follow landscape plana otherwisa refer 10 plant list in So a. infigrelion rein gardens mast be 1(l SWMM Appendix F. Number of ptanlings per 100sf of facility area: a foundation, and 5' 1mm property Imes. x_100 Ground Covers, OR Flliradon Ram Gorden do not require a setback with h. 50 Ground Covers, 2 Large Shrubs 4 Small Shrubs Z¢ y O ry an approved waterpipof liner. and 1 tress ldecldul EST evergreen) xwrnSo 4.Overflow 10. Install washed pea gravel or river rack to Imnalllon from I a. Overflows are required unless sized fl, fully infiltrate Inlets and splash pad to growing medl 0 0 the flood control design stwm, It. inlet eEevation must allow for 2" o(freehoeN, z So ro minimum. al6 CITY OF INFILTRATION RAIN GARDEN �A E ra�,< sGAiE rm EUGENE, OREGON dluwurry siva v. PAVEMENT SURFACE. 8.50" SEE NOTE 6 OUTLET SECTION VIEW Fl o Gardd Oldcastled Stormwater Solutions Catch Basin Insert Filter HINDO „E„T, „ PAUPEHN°o, z °°d, ° ffIS '1nEo o°°REFEp88,„,I o ESo�No HAuLai USED INAN AUn INJURIOU510THE INTEBESRREACCOURNIY CUMSHION10OLDOoDLEPRECAUT I NLRIGM316ENMD. DRAWNSAFE Grated Inlet Style FG -G ND ECO -0127 0001 D PR 5/,8/,5 JPR 12/18/00 SHEET 2 OF 2 GROUT STANDARD CAST IRON PAVED AREAS FRAME AND COVER 21M 6„ _ PVC GRANULAR .. AGGREGATE NOTE: NOTE: CAST IRON FRAME AND COVER SHALL BE VALLEY IRON & STEEL CO. NO.'S 202 (6") OR APPROVED EQUAL. GRANULAR BACKFILL ALL SIDES (END OF LINE ONLY) STANDARD CLEANOUT NTS U-1 nr� s1gRs alt OL PROVIDE AND a SECURELY INSTALL Cn PLUG z (END OF LINE ONLY) STANDARD CLEANOUT NTS NON -PAVED AREAS I NATIVE BACKFILL F U 0 O x a 0 J Of PIPE BEDDING AND BACKFILL TYPICAL SECTION NTS NDS POLYETHYLENE ATRIUM GRATE WITH U.V. INHIBITORS NDS PART #1280 INSTALL IN ALL STORMWATER FACILITY AREA DRAINS HINGED DEFLECTOR TO 450 BE FACILITATE CLEAN-OUT\ ROTATE AS REQUIRED I \ L T — T�MA \\ WYE AT MAIN NOTE: CONTRACTOR SHALL DETERMINE THE REQUIRED FITTINGS NEEDED FOR EACH CATCH BASIN. 3,300 PSI 24" CONCRETE 4% 4� % 4 a 6x6 - GA 8" COMPACTED CRUSHED WIRE AGGREGATE (TYPICAL) VALLEY GUTTER DETAIL NTS GRATE RIM EL (SEE PLAN) CN nr� s1gRs alt LYNCH"AREA LLl saes curs ma y Cn Yt AVd.LO15 mE SIpPES 3 f< NM J Q 11")MT bel SRI, C) o EtNaaON w m W Ed N Lij I - Oo ¢ rrw Q W E QCCCO �t n w Z G ILL_ Z Ur. 00 dE E, lF�E V J NI 1]!/ all FARRIC Up J ~ L 1_ DEC U4 ^Q^ OVER OW TO MmDIED 06OWWE PoIM M O 1. Provide protection from all vemea traffic, equipment staging, 5. Piping: Minimum T pipe required for up to 1,500 sq It of and foot traffic in proposed infiltration areas Snot M. during, impervious area, otherwise 4" min. Piping material, slopes and eller constructor, and Installation shall follow the Uniform Plumbing Cade. 2. Dlmansions: 6. Growing medium'. w�d ah a. Depth of rain garden: W minimum and 12" rouimum 8.12° minimum i. Imported bopsoll or amended native topsoil. b. Flat bottom width: 2' mn. h c Side slopes of Rain Garden: 3:1 maximum. 3. Setbacks: Vag itil Follow landscape plana otherwisa refer 10 plant list in So a. infigrelion rein gardens mast be 1(l SWMM Appendix F. Number of ptanlings per 100sf of facility area: a foundation, and 5' 1mm property Imes. x_100 Ground Covers, OR Flliradon Ram Gorden do not require a setback with h. 50 Ground Covers, 2 Large Shrubs 4 Small Shrubs Z¢ y O ry an approved waterpipof liner. and 1 tress ldecldul EST evergreen) xwrnSo 4.Overflow 10. Install washed pea gravel or river rack to Imnalllon from I a. Overflows are required unless sized fl, fully infiltrate Inlets and splash pad to growing medl 0 0 the flood control design stwm, It. inlet eEevation must allow for 2" o(freehoeN, z So ro minimum. al6 CITY OF INFILTRATION RAIN GARDEN �A E ra�,< sGAiE rm EUGENE, OREGON dluwurry siva DEPARTMENT OF PUBLIC WORKS TYPICAL DETAILS E.Sharr lie. arviral NON -PAVED AREAS I NATIVE BACKFILL F U 0 O x a 0 J Of PIPE BEDDING AND BACKFILL TYPICAL SECTION NTS NDS POLYETHYLENE ATRIUM GRATE WITH U.V. INHIBITORS NDS PART #1280 INSTALL IN ALL STORMWATER FACILITY AREA DRAINS HINGED DEFLECTOR TO 450 BE FACILITATE CLEAN-OUT\ ROTATE AS REQUIRED I \ L T — T�MA \\ WYE AT MAIN NOTE: CONTRACTOR SHALL DETERMINE THE REQUIRED FITTINGS NEEDED FOR EACH CATCH BASIN. 3,300 PSI 24" CONCRETE 4% 4� % 4 a 6x6 - GA 8" COMPACTED CRUSHED WIRE AGGREGATE (TYPICAL) VALLEY GUTTER DETAIL NTS GRATE RIM EL (SEE PLAN) PIPE MANUFACTURES ADAPTER CONNECTOR OR " FERNCO" FLEXIBLE COUPLING WITH STAINLESS STEEL CLAMPS OR APPROVED EQUAL INVERT ELEVATION SHOWN ON PLANS BEEHIVE INLET DETAIL NTS CN Y LYNCH"AREA LLl y y Cn DRAIN 12" X 12" PIPE MANUFACTURES ADAPTER CONNECTOR OR " FERNCO" FLEXIBLE COUPLING WITH STAINLESS STEEL CLAMPS OR APPROVED EQUAL INVERT ELEVATION SHOWN ON PLANS BEEHIVE INLET DETAIL NTS YO' CN Y Up p LLl y y Cn Z J Q O C) o a w m W Ed N l Lij I 0 Oo ¢ f_a Q W E QCCCO �t LJJ w Z G ILL_ Z � 00 dE E, lF�E V J NI 1]!/ LL Up J ~ L 1_ DEC U4 ^Q^ YO' Y Up p o N ^ y y o O C) o a w m Ed N 0 ww C/i o u w Oo ¢ f_a OS> ¢ E �t VI w Z U O . 00 dE E, Up J ~ .0 DEC U4 ir M O xxa w�d ah U, So a Z¢ y O ry xwrnSo I 0 0 . z So ro al6 N J YO' Y C� Y y y o w m w 0 ww o H ¢ w to H SO O O U O J SHEET NO. 5 OF/ 5 JOB N0. PAR -36