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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/3/2021LU U -I r W W EPI` S fm�.AN TVP. A5.3 `L J W W W ?ITE AREAS 'OTAL SITE AREA: 1o5e9 sQ. P . 'OTAL EXISTING LANDSCAPED AREA: 513.58 SQ. FT. (455%) 'OTAL EXISTING IMPERVIOUS AREA: 10, 015.42 sa FT. (95.15%r 'OTAL PROPOSED LANDSCAPED AREA: 5115a SQ. FT. (4.83%) NOTE: SEE DETAIL I ON SHT. A53. THIS IS BEING PROPOSED AS INCREASING PUBLIC SAFETY FROM VEHICLES EXITING THE GAS STATION FROM THE PARCEL TO THE SOUTH. 'OTAL PROPOSED IMPERVIOUS AREA: 1op11.42 sa FT. (95m) File: 2105-16 A5 -I Site Plan-rev.dwg Date/Time: November 24, 2021 10:21 AM Scale: 1=96 Xrefs: ®(E) CB BICYCLE PKG. (BELOW OVER -HANG, SEE PLAN) �� 13 / / ADJACENT SERVICE STATION PROPERTY 11 EXISTING ACCESS EASEMENT TO REMAIN 1 C�II�I1I A5.3 ro- (E) 0 O 15 6 EQ. SPACES s 9'-0' EA. = 54'-0' -'v ` 14'-4'1 -'v ` 4 SP. ®9'-O' EA. = 36'-0' / I II W W W W W W PARKING TO REMAIN (CONFIRM EXACT LEGEND NOTES O EXISTING GAS METER TO REMAIN, PAINT. OEXISTING WATER METER O3 EXISTING R.O.W. LANDSCAPING (TO REMAIN) ® EXISTING ELECTRICAL METER(S), PAINT HOUSING. OEXISTING CONC. WALK TO REMAIN. GLEAN/PRESSURE WASH AS REQ'D. © EXISTING CURB CUT TO REMAIN. REPAIR ANY DAMAGED OR MISSING CONCRETE. O APPROX. LOCATION OF EXISTING 4' SANITARY WASTE LINE PER ORIGINAL DWGS. (FIELD VERIFY) ® REMOVE (E) WASTE CONTAINERS O PROVIDE TWO (2) NEW 4 -YD. CONTAINERS 1 O EXISTING POWER POLE NEW PARKING LOT LIGHT FIXTURE/POLE- MFR.: 'GREENTEK ENERGY SYSTEMS. TYPE: LED SHOE50X LIGHT. 11 "GT-AL2-300W-DLgbc1XY-afKE. LAMP: 300 W LED. GC TO CONFIRM POWER SOURCE AND HOW THE POWER WILL BE METERED. INSTALL ALL EQUIPMENT IN ACCORDANCE W/ MFR. SPECS. VERIFY POLE HT. W/ OWNER. NEW CONIC. POLE BASE FOR PARKING LOT LIGHT. BASE SHALL BE 4000 PSI CONC. MIX, 24' DIAMETER, 5 FT. 1 BELOW GRADE, 2'-6' ABOVE GRADE. REINFORCING SHALL CONSIST OF 6 VERT. • 5 BARS, -I S BAR 18' DIA. RINGS TO CREATE REINF. CAGE. CENTER CAGE IN 24" DIA. HOLE, LOCATE 3' MIN. ABOVE BOTT. GRADE. 1 3 EASE BID: NEW ASPHALT OVERLAY OVER THE ENTIRE PARKING (EXISTING ASPHALT) AREA. SEE ALTERNATE BID THIS SHT. 1 4 NEW 4' WIDE PARKING STRIPE. COLOR: WHITE 1 S NEW ACCESSIBLE ROUTE STRIPE DESIGNATION (TYP.). COLOR: WHITE HANDICAP PARKING SPACE AND ACCESS AISLE SHALL COMPLY WITH ANSI ICC All -LI SECTION 302 AND HAVE 1 6 SURFACE SLOPES NOT STEEPER THAN 1:48. THE ACCESS AISLE SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE IT SERVES. INSPECT ALL EXISTING EXTRUDED CURBS AND REPAIR OR REPLACE AS NEEDED, PRIOR TO PARKING LOT REFINISHING. SEE DETAIL 9 ON SWT- A53. 1 g SEE SHEET A52 FOR ADA PARKING SIGN REQUIREMENTS, STRIPING, NOTES, PARKING SPACE DIMENSIONS, ETC. 1 g SLIP RESISTANT SURFACE CONSISTING OF RAISED TRUNCATED DOMES ALIGNED IN A SQUARE GRID PATTERN. SURFACES SHALL CONTRAST W/ ADJACENT SURFACES. MFR 'ARMOR -TILE' SURFACE APPLIED SYSTEM. COLOR: 'FEDERAL YELLOW' 033538 (OR APPROVED). SLOPE FLOOR AT TRASH ENCLOSURE TO NEW SANITARY DRAIN. CONNECT DRAIN AT TRASH ENCLOSURE TO EXISTING O SANITARY WASTE LINE PER APPLICABLE CODES (INCLUDING CLEANOUTS). VERIFY W/ TENANT IF FLOOR ® TRASH ENCLOSURE IS TO BE 4' THICK GONG. SLAB OR ASPHALTIC CONCRETE. 11 W W W W W 1 2 W W W W W Y ALTERNATE BID #1 4 1k, � K 0 :L A B o. z h V � ro� R=3' (E) SIGN P E TO REMAI O �h (E) P.P. '1 PROVIDE AN ALTERNATE BID TO REMOVE THE EXISTING ASPHALTIC CONCRETE WHERE IN NEED OF REPAIR, r' INSPECT DEPTH AND UNIFORMITY OF EXISTING BASE ROCK PROVIDE AND 'TALL 785 NEEDELJ-NEtlT` OR ADDITIONAL BASE ROCK CONSISTING OF 1/s'-0 CRUSHED ROCK WITH A LEVEL COURSE OF 3/4"-0 CRUSHED ROCK AGGREGATE EASE IS TO BE COMPACTED IN 6' MAXIMUM LISFTS TO 95% OF MAXIMUM DRY DENSITY PER ASTM D-1551. SLOPE AS REQUIRED TO ACHIEVE WATER DRAINAGE (1/2' PER FT. MIN. EXCEPT AT ACCESSIBLE WALK WAY) TO EXISTING CATCH BASINS. INSTALL 3' MIN. NEW ASPHALTIC CON- CRETE IN TWO (2) LIFTS PER ODOT SPECIFICATIONS. PAVE ONLY DURING DRY WEATHER AND WHEN THE TEMPERATURE IS 50 DEGREES F. AND WARMER. All concepts, designs, arrangements, and data Irdicated on these documents are the property of G. A. Miller Architecture PC and were created, evolved, and developed for use on, and In connection with the specified project. None of such Ideas, deslgns, arrangements, or data shall be used by, or disclosed to any person, firm, or corporation for any purpose whatsoever without permission of G. A. Miller Architecture PC. 8A JVILILE�A AFF tfflf d !)Fld Pt J J J J J J J J J J J J J 141 DEL PRADO LAKE OSWEGO, OREGON 97035 503.636.7979 503.636.9898 - FAX glen®garn lerarchitecture.com j NORDLING STRUCTURAL ENGINEERS KEITH S. MIKULKA, PE JASON D. PAGE, PE GENERAL CONTRACTOR 1 C�II�I1I A5.3 ro- (E) 0 O 15 6 EQ. SPACES s 9'-0' EA. = 54'-0' -'v ` 14'-4'1 -'v ` 4 SP. ®9'-O' EA. = 36'-0' / I II W W W W W W PARKING TO REMAIN (CONFIRM EXACT LEGEND NOTES O EXISTING GAS METER TO REMAIN, PAINT. OEXISTING WATER METER O3 EXISTING R.O.W. LANDSCAPING (TO REMAIN) ® EXISTING ELECTRICAL METER(S), PAINT HOUSING. OEXISTING CONC. WALK TO REMAIN. GLEAN/PRESSURE WASH AS REQ'D. © EXISTING CURB CUT TO REMAIN. REPAIR ANY DAMAGED OR MISSING CONCRETE. O APPROX. LOCATION OF EXISTING 4' SANITARY WASTE LINE PER ORIGINAL DWGS. (FIELD VERIFY) ® REMOVE (E) WASTE CONTAINERS O PROVIDE TWO (2) NEW 4 -YD. CONTAINERS 1 O EXISTING POWER POLE NEW PARKING LOT LIGHT FIXTURE/POLE- MFR.: 'GREENTEK ENERGY SYSTEMS. TYPE: LED SHOE50X LIGHT. 11 "GT-AL2-300W-DLgbc1XY-afKE. LAMP: 300 W LED. GC TO CONFIRM POWER SOURCE AND HOW THE POWER WILL BE METERED. INSTALL ALL EQUIPMENT IN ACCORDANCE W/ MFR. SPECS. VERIFY POLE HT. W/ OWNER. NEW CONIC. POLE BASE FOR PARKING LOT LIGHT. BASE SHALL BE 4000 PSI CONC. MIX, 24' DIAMETER, 5 FT. 1 BELOW GRADE, 2'-6' ABOVE GRADE. REINFORCING SHALL CONSIST OF 6 VERT. • 5 BARS, -I S BAR 18' DIA. RINGS TO CREATE REINF. CAGE. CENTER CAGE IN 24" DIA. HOLE, LOCATE 3' MIN. ABOVE BOTT. GRADE. 1 3 EASE BID: NEW ASPHALT OVERLAY OVER THE ENTIRE PARKING (EXISTING ASPHALT) AREA. SEE ALTERNATE BID THIS SHT. 1 4 NEW 4' WIDE PARKING STRIPE. COLOR: WHITE 1 S NEW ACCESSIBLE ROUTE STRIPE DESIGNATION (TYP.). COLOR: WHITE HANDICAP PARKING SPACE AND ACCESS AISLE SHALL COMPLY WITH ANSI ICC All -LI SECTION 302 AND HAVE 1 6 SURFACE SLOPES NOT STEEPER THAN 1:48. THE ACCESS AISLE SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE IT SERVES. INSPECT ALL EXISTING EXTRUDED CURBS AND REPAIR OR REPLACE AS NEEDED, PRIOR TO PARKING LOT REFINISHING. SEE DETAIL 9 ON SWT- A53. 1 g SEE SHEET A52 FOR ADA PARKING SIGN REQUIREMENTS, STRIPING, NOTES, PARKING SPACE DIMENSIONS, ETC. 1 g SLIP RESISTANT SURFACE CONSISTING OF RAISED TRUNCATED DOMES ALIGNED IN A SQUARE GRID PATTERN. SURFACES SHALL CONTRAST W/ ADJACENT SURFACES. MFR 'ARMOR -TILE' SURFACE APPLIED SYSTEM. COLOR: 'FEDERAL YELLOW' 033538 (OR APPROVED). SLOPE FLOOR AT TRASH ENCLOSURE TO NEW SANITARY DRAIN. CONNECT DRAIN AT TRASH ENCLOSURE TO EXISTING O SANITARY WASTE LINE PER APPLICABLE CODES (INCLUDING CLEANOUTS). VERIFY W/ TENANT IF FLOOR ® TRASH ENCLOSURE IS TO BE 4' THICK GONG. SLAB OR ASPHALTIC CONCRETE. 11 W W W W W 1 2 W W W W W Y ALTERNATE BID #1 4 1k, � K 0 :L A B o. z h V � ro� R=3' (E) SIGN P E TO REMAI O �h (E) P.P. '1 PROVIDE AN ALTERNATE BID TO REMOVE THE EXISTING ASPHALTIC CONCRETE WHERE IN NEED OF REPAIR, r' INSPECT DEPTH AND UNIFORMITY OF EXISTING BASE ROCK PROVIDE AND 'TALL 785 NEEDELJ-NEtlT` OR ADDITIONAL BASE ROCK CONSISTING OF 1/s'-0 CRUSHED ROCK WITH A LEVEL COURSE OF 3/4"-0 CRUSHED ROCK AGGREGATE EASE IS TO BE COMPACTED IN 6' MAXIMUM LISFTS TO 95% OF MAXIMUM DRY DENSITY PER ASTM D-1551. SLOPE AS REQUIRED TO ACHIEVE WATER DRAINAGE (1/2' PER FT. MIN. EXCEPT AT ACCESSIBLE WALK WAY) TO EXISTING CATCH BASINS. INSTALL 3' MIN. NEW ASPHALTIC CON- CRETE IN TWO (2) LIFTS PER ODOT SPECIFICATIONS. PAVE ONLY DURING DRY WEATHER AND WHEN THE TEMPERATURE IS 50 DEGREES F. AND WARMER. All concepts, designs, arrangements, and data Irdicated on these documents are the property of G. A. Miller Architecture PC and were created, evolved, and developed for use on, and In connection with the specified project. None of such Ideas, deslgns, arrangements, or data shall be used by, or disclosed to any person, firm, or corporation for any purpose whatsoever without permission of G. A. Miller Architecture PC. 8A JVILILE�A AFF tfflf d !)Fld Pt J J J J J J J J J J J J J 141 DEL PRADO LAKE OSWEGO, OREGON 97035 503.636.7979 503.636.9898 - FAX glen®garn lerarchitecture.com CONSULTANTS NORDLING STRUCTURAL ENGINEERS KEITH S. MIKULKA, PE JASON D. PAGE, PE GENERAL CONTRACTOR p� GA MIL�t§ji �] • IANEOSWEG , REG/�ON . OF JERSEY MIKE'S SUBS 1131 MOHAWK BLVD. SPRINGFIELD, OREGON OWNER JCK SUBS, LLC EUGENE, OREGON A" SUBS 11/24/11 TRASH ENCL. ROOF ADDED 10/19/11 SITE PLAN MINOR MOD. SUBMITTAL 10/14/11 PERMIT REVIEW / BID SET MARKI DATE IDESCRIPTION JOB NO.: 2105-16 FILE: 2105-16 A5.1 BY: PLAN CHECK NO. PERMIT NO. DATE: OCT. 14, 2021 ® copyright 2020 GA MILLER ARC4IITECTURE PC SHEET TITLE SITE PLAN & NOTES A 5.1 15-S PLANTER AREA EXTRUDED CONIC. CURB W/ RADIIUSED CORNERS EPDXY GLUE A.C. PAVING INSTALL EXPANSION JOINTS ® 20'-0' O.G. MAX. PLANTER AREA EXTRUDED CONIC. CURB W/ RADIUSED CORNERS EPDXY GLUE A.C. PAVING SAWCUT 4 REMOVE ASPHALT WHERE SHOWN ON PLAN INSTALL EXPANSION JOINTS o 20'-0' O.C. MAX. EXT UOEO SJR5 5E T I ON P -I. -O" XREF(5) SITE NOTES I. CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY OF SPRINGFIELD AND LANE COUNTY. CONTRACTOR TO NOTIFY CITY AND ALL UTILITY COM- PANIES 48 BUSINESS HOURS PRIOR TO START OF CONSTRUCTION, AND COMPLY WITH ALL OTHER RE- QUIREMENTS OF ORS 151.541 TO 2. ALL MATERIALS AND WORKMANSHIP FOR PUBLIC FACILITIES SHALL CONFORM TO CITY OF SPRINGFIELD AND LANE COUNTY STANDARD CONSTRUCTION SPECIFICATIONS. 3. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED BY CONTRACTOR TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR MEDIAN STRIP WHEREIN THEY LIE. 4. THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON THE ARCHITECTURAL PLANS ARE COMPILED FROM GENERAL SITE OBSERVATION AND AVAILABLE DOCUMENTS- THE ARCHITECT DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF SUCH RECORDS. CONTRACTOR TO FIELD VERIFY L OCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. S. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS. IF GRADE MODIFICATION IS NECESSARY, CONTRACTOR TO NOTIFY ARCHITECT PRIOR TO CONSTRUCTION. 6. POWER AND TELEPHONE TRENCHING AND CONDUITS SHALL BE INSTALLED PER UTILITY COMPANY REQUIREMENTS WITH PULL WIRE. VERIFY WITH UTILITY COMPANY FOR SIZE AND TYPE OF CONDUIT PRIOR TO CONSTRUCTION. ALL UTILITY CONDUIT RUNS TO HAVE LONG RADIUS BENDS. T. UNLESS SHOWN OTHERWISE, ALL PLANS FOR SITE LIGHTING ARE BY OTHERS. SEE SITE PLAN FOR LOCATIONS OF SITE LIGHTING FIXTURES. S. CONTRACTOR TO COORDINATE AND PAY ALL COSTS ASSOCIATED WITH CONNECTING TO SEWER, WATER, AND STORM DRAIN FACILITIES, IF APPLICABLE. 9. CRUSHED ROCK TRENCH BACKFILL TO BE UNDER ALL IMPROVED AREAS. ALL PIPES TO BE BEDDED WITH MINIMUM 4' CRUSHED ROCK BEDDING AND BACKFILLED WITH COMPACTED CRUSHED ROCK IN THE PIPE ZONE. 10. BACKFILL ALL PLANTER AREAS WITH APPROVED TOP SOIL MINIMUM 8' DEEP. STRIPPING MATERIALS NOT TO BE APPROVED FOR PLANTERS BACKFILL. 11. 6' NOMINAL CURB EXPOSURE USED FOR DESIGN OF ALL PARKING LOT GRADES. 12. A.C. PAVEMENT TO CONFORM TO SECTION 00145, OSHD STANDARD SPECIFICATIONS. 13. MARK THE END OF ALL UTILITY STUBS WITH A 2x4 PAINTED WHITE AND WIRED TO PIPE STUB. CONTRAC- TOR SHALL AS -BUILT HORIZONTAL AND VERTICAL ELEVATION OF ALL UTILITY STUBS. 22 GA. CORRIGATED GALVANIZED MTL. ROOFING, SLOPE 11/2' PER FT. TO LANDSCAPED AREA - NOTE: SEE STRUCTURAL DWGS. 4 NOTES FOR ADDIT'L. INFO. HSS FRAME, SEE TRASH ENCLOSURE ROOD OETA I L PAINT SOLID WHITE 5- 121 ECTIN�I 453 I/2"=1' -O" XREFl51--- VERTICAL SURFACE JT ea VERT SURFACES) JRFACE TEXTURE - EE DWGS 4 SPECS 2' THK SEALER r�=�=717111 ONTROL JOINT aa� 20' EE SITE PLAN XPANSION JOINT LLER g 3/8' EXPANSION JOINT AG¢ SCALE: HALF-SIZE FILE: A-020008 NEW CONIC. CURB TO MATCH EXIST'G. li Lr 3 v 4' THICK CONIC. SIDEWALK W/ 6x6 1.4/1.4 W.WF. ON 4' rf__ , GRANULAR FILL JOINT FILLER W/ BITUMINOUS SEALER a TOP ASPHALTIC CONIC. PAVING COMPACTED CRUSH ROCK AS REQ'D. • 4 TOP 4 BOTTOM CU R 5 ERrA I L TOP 8'A STL. BOLLARD, GROUT FILLED, ROUNDED TOP, PAINT TRAFFIC YELLOW. ROUNDED TOP ALL AROUND BOLLARD. ;1 CONCRETE FILL I.. 1 .J 8' MIN 1/4"=1'-O" XREF(S):___ 9 A5.3 I _ PROVIDE ENDS e ALL EXPOSED HSS MEMBERS, GRIND ALL WELDS SMOOTH, PAINT 22 GA. CORRIGATED GALVANIZED MTL. ROOFING, SLOPE 1/2' PER FT. TO LANDSCAPED AREA Will WELD FRAME TO CORNER POSTS FOR SECURE CONNECTION, TYP. NOTE: SEE DWG THIS SILT. FOR TYPICAL NOTES 0 TRASH ENCLOSURE 54C< ELE�XTfON CSCE S11" MJ 5CALE:1/2"=1'-O" - - 3/8' ,� 4 INSTALL NEW A.C. - SEE 'ALT. I I OQp X04 0 N JERSEY MIKE'S SUBS 1131 MOHAWK BLVD. SPRINGFIELD, OREGON OWNER, JCK SUBS, LLC EUGENE, OREGON J�ow� Mira SUBS NEW CONIC. CURB TO MATCH EXIST'G. COMPACTED CRUSH ROCK AS REQ'D. • 4 TOP 4 BOTTOM CU R 5 ERrA I L TOP 8'A STL. BOLLARD, GROUT FILLED, ROUNDED TOP, PAINT TRAFFIC YELLOW. ROUNDED TOP ALL AROUND BOLLARD. ;1 CONCRETE FILL I.. 1 .J 8' MIN 1/4"=1'-O" XREF(S):___ 9 A5.3 I _ PROVIDE ENDS e ALL EXPOSED HSS MEMBERS, GRIND ALL WELDS SMOOTH, PAINT 22 GA. CORRIGATED GALVANIZED MTL. ROOFING, SLOPE 1/2' PER FT. TO LANDSCAPED AREA Will WELD FRAME TO CORNER POSTS FOR SECURE CONNECTION, TYP. NOTE: SEE DWG THIS SILT. FOR TYPICAL NOTES 0 TRASH ENCLOSURE 54C< ELE�XTfON CSCE S11" MJ 5CALE:1/2"=1'-O" - - REMOVE PLANTER 4 CURBS THIS AREA ,� 4 INSTALL NEW A.C. - SEE 'ALT. p� G A MILM �] • LAKE OSWEG OREGON . OF 0 JERSEY MIKE'S SUBS 1131 MOHAWK BLVD. SPRINGFIELD, OREGON OWNER, JCK SUBS, LLC EUGENE, OREGON J�ow� Mira SUBS NEW CONIC. CURB TO MATCH EXIST'G. i• ` NEW PLANTER AREA REMOVE CONC. CURB 9 A5.3 EXIST'G. PLANTER AREA TO REMAIN - EXIST'G. CCNC. WALK TO REMAIN I 11/2' MAX. TRANSITION FROM A.C. TO CONC. WALK SLOPE' DATE IDESCRIPTION 11P 1:12 MAXREMOVE SECTION OF CONC. WALK = FILE: 21-5=16 A5.3 INSTALL NEW ADA. COMPLIANT PLAN CHECK NO. WALK. SEE NOTE " 1 BELOW 6 6' -O MIN ® copyright 2020 GA MILLER ARCHITECTURE PC SHEET TITLE SITE DETAILS \.3 PEDESTRIAN CROSSING DESIG- NATION, SEE SITE PLAN EXISTING GONG. WALK (TO REMAIN) NOTES: I. INSTALL TRUNCATED DOMES o RAMP FOR THE VISUALLY IMPAIRED - APPROVED APPLIED DOME PRODUCT: SLIP RESISTANT SUFFACE CCN61STNG OF RAI6ED TRUNCATED DOMES W/ A BASE DIAMETER OF 0.90 INCH MIN. AND 1.40 INCH MAX AND A TOP DIAMETER OF 50 PERCENT MIN. AND 65 PERCENT MAX. OF THE BASE DIAMETER TRUNCATED DOMES SHALL HAVE A HEIGHT OF O70 INCH, AND SHALL BE ALIGNED IN A SQUARE GRID PATIEW SU WACES SHALL CONTRAST W/ ADJACENT SUIRFACES'ARMOR-TILE' SURRACE APPLIED SYSTEM COLOR 'FEDERAL YELLOW " 33538 OR APPROVED. (ALL SLOPED SURFACES 1:12 MAX.) 2. NEW CCNC. FOR WALKS 4 FLATOJORK SHALL CONSIST OF PORTLAND CEMENT CONCRETE. CLASS 3000. AIR ENTRAINED. 1 'L14NTER / uJ04L< �=L24N N 15.3 I"=1'-0" XREF(S):--- EROSION CONTROL NOTES: I. INSTALL TEMPORARY BIO -BAGS AROUND NEW WORK AREAS, CATCH BASINS, 4 ENTRANCES TO PROTECT STORM SYSTEM FROM SEDIMENTATION DURING ALL PHASES ON CONSTRUCTION. 2. PLANTS AND ANY VEGETATION TO BE PROTECTED BY G.G. 4'x1/4' GALV. STEEL HINGES, FULL WELD =RAMS - MIN. THREE (3) PER GATE _ HT. SWING GATES W/ GALV. TLE IRON OR CHANNEL FRAME. ALL CORRUGATED SHEET PANELS UTE5 VERTICAL) WELDED SOLID RAMES. HSS *a EA. CORNER - SEE LCT'L. DWGS. NT FRAME, SHEET PANELS, HDWR, .. - VERIFY COLOR WITH OWNER DLOCK HASP WELDED TO GATE %ME CONC. FTGS. - SEE STRUCTURAL- HOLD HSS POSTS S' ABOVE BOTT. OF HOLE II II 11 II I II II 11 II LLL LLJJ 8 A5.3 7 A5.3 FULL HT. SWING GATES W/ GALV. ANGLE IRON OR CHANNEL FRAME. INSTALL CORRUGATED SHEET PANELS (FLUTES VERTICAL) WELDED SOLID IN FRAMES. 4 A5.3 0 NEW 5' THICK CONC. SLAB W/ " 4 BARS ea 24' O.G. EA. WAY. SLOPE TOWARD OPENING 1/4" PER FT. INSTALL NEW SANITARY WASTE LINE IF REQUIRED BY LOCAL JURISDICTION NEW 4 -YD. CONTAINERS (VERIFY W/ COLLECTION CO. SIZE 4 QUANTITY) 6x6 HSS a EA. CORNER - WELD TO FRAME NOTES: I. VERIFY ALL DIMENSIONS WITH LOCAL TRASH COLLECTOR FOR SIZE/NUMBER OF CONTAINERS REQUIRED, LOCATION, AND LOCAL CODES PRIOR TO FABRICATION 2. EACH GATE SHALL HAVE DROP PINS INSTALLED AND HOLES DRILLED IN THE A.G. AT BOTH POSITIONS TO PREVENT GATES FROM CLOSING INTO THE COLLECTION VEHICLE OR EMPLOYEE. A5.3 3"=1'-O" XREF(S):— — — All concepts, designs, arrangements, and data Indicated on these documents are the property of G. A. Miller Architecture PC and were created, evolved, and developed for ues on, and In connection with the specified protect. None of such Ideas, designs, arrangements, or data aha 11 be used by, or disclosed to any person, firm, or corporation for any purpose whatsoever without permission of G. A. Miller Architecture PC. �A MI o o A Ir J J J J J J J J J J J 141 DEL PRADO LAKE OSWEGO, OREGON 97035 503.636.7979 503.636.9898 - FAX glena3gami I lerarch itecture.com CONSULTANTS NORDLING STRUCTURAL ENGINEERS KEITH S. MIKULKA, PIE JASON D. PAGE, PE GENERAL CONTRACTOR p� G A MILM �] • LAKE OSWEG OREGON . OF 0 JERSEY MIKE'S SUBS 1131 MOHAWK BLVD. SPRINGFIELD, OREGON OWNER, JCK SUBS, LLC EUGENE, OREGON J�ow� Mira SUBS 11/24/21 ADDED TRASH ENC. ROOF 10/14/21 PERMIT REVIEW / BID SET MARKI DATE IDESCRIPTION JOB NO.: 2105-16 FILE: 21-5=16 A5.3 BY: PLAN CHECK NO. PERMIT NO. DATE: OCT. 14, 2021 ® copyright 2020 GA MILLER ARCHITECTURE PC SHEET TITLE SITE DETAILS A 5.3 SHEET TRASH ENCLOSURE: FOUNDATION 3/s1=11-01 TYP TRASH ENCLOSURE FRAMINC-s n STRUCTURAL AND MISCELLANEOUS ST I. Detailing, fabrication and erection shall conform to the Steel Construction Manual of AISC. 2. All structural steel beams to be grade 50, all other steel to be A36. 3. All welds to be made by Certified Welders to AWS Standards with E10XX electrodes (stick or hardwire). 4. Eolts to be A301 unless noted otherwise. 5. All structural tubing to be ASTM A500 Grade B fy = 46 ksl. 6. Do not oversize drilled or punched holes with burning torch METAL ROOF OR FLOOR DECKING L All metal decking shall conform to the specificatlons of Metal Steel Deck Institute and be composite metal deck where concrete topping Is applied. 2. Form deck units In lengths to span three or more supports. 3. Metal decks: Roof Deck Units: Provide configurations as manufactured by vERCO as follows: L N24, 22 gauge, 24' wide, 3' deep having minimum I = 0.133 Ino and S = 0344 In'. II. Attach to support members with 112' diameter fusion welds at each valley. At parallel supports, space welds at 16 Inches on center maximum. Eutton punch side laps at 12 Inches on center maximum. 4. Provide all accessories (opening reinforcing angles, closures, etc.) to provide a complete diaphragm. 5. Paint touch up all welds and abrasions. 6. Welders shall be AWS certified for light gauge metal welding. 1. All light gauge steel 16 gauge and heavier shall be formed from steel of ASTM A410 Grade D with fg = 50 ksl. Detail and fabricate light gauge steel per AIS[ standards. a DETAIL m I'D JRAI- GRAPE 4CTED BASE ®TOP, EPTH IEADED BOTTOM �j VERCO TYPE N-24(3' - 22 GAUGE)METAL ROOF DECK 1/2�b PUDDLE WELD AT EACH RIB AT PERPENDICULAR SUPPORTS, AND 012' c/o AT PARALLEL SUPPORTS. BUTTON PUNCH SIDE SEAM 024' o/c. AM�� A MI o o �Fl Arr] 13Pl1 1=JAEI P9 J J J J J J J J J J J J J 141 DEL PRADO LAKE OSWEGO, OREGON 97035 503.636.7979 503.636.9898 -FAX g lam 0g ami I lora rchltacture.com CONSULTANTS NORDLING STRUCTURAL ENGINEERS KEITH S. MIKULKA, PE JASON D. PAGE, PE GENERAL CONTRACTOR: PRECISION RAIL OF OREGON ,yU CT Up, �D PROFFs� 12.1 A OyN e. NOVLD' EXPIRES:12/31/22 JERSEY MIKE'S SUBS BUILDING 1131 MOHAWK BLVD. SPRINGFIELD, OREGON OWNER: JCK SUBS, LLC EUGENE, OREGON A" mik a SUBS MARK DATE DESCRIPTION JOB NO.: 21-115 FILE: s3 trash enclosure BY: JEN PLAN CHECK NO. PERMIT NO. DATE: 12 October 2021 ® copyright 2021 GA MILLER ARCHITECTURE SHEET TITLE TRASH ENCLOSURE S3