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HomeMy WebLinkAboutTED4003443.71" = 40' 0 20' 40' 80' PROPOSED SIGN CURB PAINT STRIPE CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT CONTOUR WATER STORM SAN ITARY LEGEND: oil A . a. _W / COVER SHEET FOR MCDONALUS AT RAINIER AVE. S. RENTON, WA i 1 / I Zgip* ti� 761 , m m G m , , 79 S 126jTH PL S 129T RENTON MUNICIPAL z i = AIRPORT S 132ND ST 12 ST N 0 VICINITY MAP LEGAL DESCRIPTION 1 "-1200' PARCEL A: THAT PORTION OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WITHIN THE BED AND SHORES OF THE BLACK RIVER AND THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF A LINE DRAWN PARALLEL WITH AND 75 FEET WESTERLY, WHEN MEASURED RADIALLY, FROM THE CENTERLINE OF PRIMARY STATE HIGHWAY NO. 5, SEATTLE TO RENTON, AND A LINE DRAWN PARALLEL WITH AND 30 FEET NORTHEASTERLY, WHEN MEASURED AT RIGHT ANGLES, FROM THE CENTERLINE OF FORMER PRIMARY STATE HIGHWAY NO. 5, NOW 91 ST PLACE SOUTH, ALSO KNOWN AS D.C. MITCHELL ROAD AND AS HAYES PLACE; THENCE NORTHERLY ALONG SAID 75 FOOT PARALLEL LINE, A DISTANCE OF 250 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 81°55'00" WEST TO THE INTERSECTION WITH THE EASTERLY MARGIN OF 91ST PLACE SOUTH; THENCE NORTHERLY ALONG THE EASTERLY MARGIN OF SAID 91 ST PLACE SOUTH TO THE INTERSECTION OF A LINE DRAWN PARALLEL WITH AND 50 FEET SOUTHEASTERLY WHEN MEASURED AT RIGHT ANGLES FROM THE CENTERLINE OF ACCESS ROAD, RENTON AVENUE EXTENSION; THENCE NORTHEASTERLY ALONG SAID 50 FOOT PARALLEL LINE TO ITS INTERSECTION WITH A LINE 75 FEET WESTERLY AND PARALLEL TO THE CENTERLINE OF PRIMARY STATE HIGHWAY NO. 5; THENCE SOUTHEASTERLY ALONG SAID 75 FOOT PARALLEL LINE A DISTANCE OF 274.47 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; EXCEPT THE FOLLOWING DESCRIBED TRACT OF LAND: BEGINNING AT THE MOST NORTHERLY CORNER OF THE ABOVE DESCRIBED TRACT; THENCE SOUTHWESTERLY ALONG A LINE 50 FEET SOUTHEASTERLY, WHEN MEASURED AT RIGHT ANGLES TO CENTERLINE OF SAID ACCESS ROAD, RENTON AVENUE EXTENSION, A DISTANCE OF 150 FEET TO THE TRUE POINT OF BEGINNING OF SAID EXCEPTED TRACT; THENCE NORTHEASTERLY 150 FEET, ALONG SAID 50 FOOT PARALLEL LINE TO SAID 75 FOOT PARALLEL LINE; THENCE SOUTHERLY ALONG SAID 75 FOOT PARALLEL LINE 150 FEET; THENCE WESTERLY AT RIGHT ANGLES TO SAID 75 FOOT PARALLEL LINE 105 FEET MORE OR LESS TO A POINT FROM WHICH THE TRUE POINT OF BEGINNING BEARS NORTH 26'10'00" WEST; THENCE NORTH 26'10'00" WEST 86 FEET MORE OF LESS TO THE TRUE POINT OF BEGINNING. PARCEL B: THAT PORTION OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, WITHIN THE BED AND SHORES OF BLACK RIVER DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON A LINE DRAWN PARALLEL WITH AND 50 FEET SOUTHEASTERLY, WHEN MEASURED AT RIGHT ANGLES, FROM THE CENTERLINE OF ACCESS ROAD, RENTON AVENUE EXTENSION, A DISTANCE OF 150 FEET, MEASURED ALONG SAID PARALLEL LINE, FROM ITS INTERSECTION WITH A LINE DRAWN PARALLEL WITH AND 75 FEET WESTERLY, WHEN MEASURED AT RIGHT ANGLES FROM THE CENTERLINE OF PRIMARY STATE HIGHWAY NO. 5, SEATTLE TO RENTON; THENCE NORTHEASTERLY 150 FEET, ALONG SAID 50 FOOT PARALLEL LINE TO SAID 75 FOOT PARALLEL LINE; i THENCE SOUTHERLY ALONG SAID 75 FOOT PARALLEL LINE 150 FEET; THENCE WESTERLY AT RIGHT ANGLES TO SAID 75 FOOT PARALLEL LINE 105 FEET MORE OR LESS TO A POINT I FROM WHICH THE TRUE POINT OF BEGINNING BEARS NORTH 26'10'00" WEST; THENCE NORTH 26'10'00" WEST 86 FEET MORE OF LESS TO THE TRUE POINT OF BEGINNING. Cl COVER SHEET GEOTECHNICAL DEVELOPER C2 SITE PLAN R-344314 G❑LDER ASSOCIATES MCDONALD'S USA, L.L.C. C3 SITE IMPROVEMENT PLAN ADDRESS: 18300 NE UNION HILL ROAD SUITE 200 12131 113TH AVENUE N.E., #103 REDMOND, WA USA 98052-3333 KIRKLAND, WA 98034 C4 DRIVE THRU PLAN TELEPHONE (425) 883-0777 (425) 821-4970 UTILITIES/SERVICES CONTACT: RICHARD D. LUARK P.E., L.E.G. CONTACT: JEFF CHAPMAN C5 DRIVE THRU PLAN EXISTING ENGINEER: SURVEYOR: C6 GRADING AND STORM DRAINAGE PLAN POWER: WATER: BARGHAUSEN CONSULTING ENGINEERS, INC. BARGHAUSEN CONSULTING ENGINEERS, INC. SIGN n PUGET SOUND ENERGY CITY OF RENTON ADDRESS: 18215 72ND AVENUE SOUTH ADDRESS: 18215 72ND AVENUE SOUTH C7 WATER AND SEWER SERVICE PLAN 105 156th AVE. N.E. 1055 S. GRADY WAY KENT WA 98032 KENT, WA 98032 CURB BELLEVUE, WA. 98005 RENTON, WA. 98055 PHONE: (425) 251-6222 PHONE: (425) 251-6222 CS DEMOLITION AND EROSION CONTROL PLAN 1(800) 321-4321 CONTACT: HAL GRUBB/IVANA HALVORSEN CONTACT: DENNIS SALTYS PAINT STRIPE GAS: SEWER: C9 SITE NOTES AND DETAILS PUGET SOUND ENERGY CITY OF RENTON 105 156th AVE. N.E. 1055 S. GRADY WAY CONCRETE BELLEVUE, WA. 98005 RENTON, WA. 98055 SITE ADDRESS C10 SITE NOTES AND DETAILS (800) 321-4321 ASPHALT PHONE: FIRE: 73 RAINIER AVENUE S. C11 DEMOLITION AND EROSION CONTROL NOTES AND DETAILS QWEST COMMUNICATIONS CITY OF RENTON FIRE DEPARTMENT RENTON, WA ROCKERY �_ =t_ � �_�,=t 450 11 Oth AVE. N.E. 1055 S. GRADY WAY C12 DRIVE THRU NOTES AND DETAILS PREMIS BUREAU, 4th FLOOR RENTON, WA. 98055 PARCEL NUMBER C13 DRIVE THRU NOTES AND DETAILS CONTOUR -100 BELLEVUE, WA. 98003 182305-9227, -9234 SURVEY DATA SITE ZONING C14 TRASH ENCLOSURE NOTES AND DETAILS WATER STORM VERTICAL DATUM HORIZONTAL DATUM CA NAVD 1988 NAD 1983 (91) PARCEL SIZE L1 LANDSCAPE PLANTING PLAN SANITARY - 46,382 S.F. (1.06 AC.) VERTICAL BENCHMARK NOTE: LL LANDSCAPE PLANTING NOTES, MATERIALS AND DETAILS GAS CITY OF RENTON NO. 2128 3" BRASS COORDINATES AND ELEVATIONS BUILDING CONSTRUCTION TYPE: DISK STAMPED "KING COUNTY SURVEY ARE GPS DERIVED, BASED ON VB L3 LANDSCAPE IRRIGATION PLAN MONUMENT EN-80 1973" IN NORTH SIDE CITY OF RENTON POINTS 884 OF AIRPORT WAY. ELEVATION = 30.856' AND 1056. L4 LANDSCAPE IRRIGATION NOTES AND DETAILS GENERAL NOTES w Li 1. McDONALD'S ROAD SIGN AND BASE ARE BY THE SIGN CONTRACTOR. 07 Ln CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. 2. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER 00 SIGNS ARE BY THE GENERAL CONTRACTOR. 3. 3/4" EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT- o ING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE a OWNER/OPERATOR. w w 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR Z BOLTS ARE BY THE FLAGPOLE SUPPLIER. O I-__ J w � z z w 5. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT cn LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST o C) ECONOMICAL INSTALLATION. z _ 0 U ~ 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES v w CL af � 0 Q TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING J a_ J UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING Q Ew o w DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND w CIRCUITING. w w D' w Of m cu 00 00 00 Ld 1-10 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK Q O QO AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT o GROUNDBREAK. 0 0 0 0 L'J 8. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH of I — cV PO PAVEMENT. 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW x\ WAS e� TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, OF AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. 10. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. ,P 23975 F Fc/sIE��` �s/ONA PAVING SPECIFICATION (SEE SHEET C10) L �� 1 GEOTECHNICAL REPORT PREPARED BY: G❑LDER ASS❑CIATES ADDRESS: 18300 NE UNION HILL ROAD SUITE 200 REDMOND, WA USA 98052-3333 TELEPHONE (425) 883-0777 CONTACT: RICHARD D. LUARK P.E., L.E.G. NOTE: McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE O SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, Z 00 OTHERWISE, G.C. WILL BE CHARGED. O � O 0 o 0 Q a LOT LIGHTING RECOMMENDATION Z � Y USE 1000 WATT METAL HALIDE LOT LIGHTS ON 28' Y POLES OR AS DIRECTED BY OWNER O o Ld Z O NOTE: ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED. nf 0x w ry o } W W o D oz m w cn z w PARKING INFORMATION w 3 o w a o o Z j Q = � TOTAL 44 SPACES 9' X 20' @ 90' SPACES - SPACES 10' X 30' ® 0' @ 50 5 SPACES g' X 20' 60' cr z a o w a af U w c) li m PO I� 1 SPACES 9' X 16' ® 90' UTILITY INFORMATION N L o o z z a SIZE TYPE LOCATION SANITARY SEWER - - ON SITE g z WATER - - ON SITE N w STORM SEWER - - ON SITE w U N W ELECTRIC - - ON SITE GAS - - ON SITE Ow Q SURVEY INFORMATION w I ­_ I I I I I I PREPARED BY: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 DATE: DECEMBER, 2007 o LEGEND o' SEE PLAN QLij w � Q N I I I I z N I PLAN SCALE: 1"= 40' Z of a �' STREET ADDRESS 73 RAINIER AVENUE S. CD o U CITY STATE RENTON WA uj of o 0 COUNTY 7 0 Z a o KING o w § w cy z o U w � o cr 0 U W 3 o REGIONAL L;wU. ,vj CORPORATE DWG. NO. STATUS DATE BY PRELIMINARY PLAN CHECKED - - - - AS -BUILT - - STORE# 46-0017 BCE JOB #13338 RENTON, WA C1 3 C I ro N U) 3 a c� V) I 00 n N a� 3 i n N X z w z w v 0 U (n n 0 00 0 0 CV E 0 0 I 00 rn rn r2 i V) 0 i 00 i 0 0 0 r� i a� i� ()8- �-3gg3(4