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HomeMy WebLinkAboutTED4003443.100 DRIVE THRU PLAN 0 U w U a � p cl- o 0 w Q c m a rn rn a Om o rn o� ZZ G� �Z WO N K O 110' 0 5 10 20 SIDE BY SIDE DRIVE—THRU ST) 1. SIDE BY SIDE DRIVE-THRU STANDARD C CURBING DETAILS lA DRIVE-THRU LANES BOUND BY CURB ON BOTH SIDES ARE TO BE 12'-0" LANES BOUND BY CURB ON ONE SIDE AND PAINTED STRIPING ON THE OTHER SIDE ARE TO BE A MIN. OF 10'-0". AS SHOWN 12' PER AREA CONSTRUCTION MANAGER 1 B THE MIN. RADIUS FOR ALL INSIDE/DRIVER'S SIDE DRIVE-THRU CURBING IS 20'-0". AS SHOWN 20'R. 1C PRIMARY LANE CURBING SHOULD BE AS STRAIGHT AS POSSIBLE o (LESS CURVING, THE BETTER). AS SHOWN CURB IS STRAIGHT. 0 0 0 a 1 D THE OVERALL LENGTH OF THE CURBED ISLAND SHOULD BE 35'-45' THE LENGTH OF THE ISLAND FROM THE COD ALLOWS FOR THREE CARS IN THE SECONDARY LANE, TWO IN THE PRIMARY LANE AND Q ONE AT THE COMMITMENT POINT. AS SHOWN 43' 00 ��1 co ao co 0 w !0 � p Q r"7 � p 1 E THE ISLAND WIDTH SHOULD BE 13' AT THE WIDEST POINT. X "' '`' AS SHOWN 13' INSIDE CURB TO INSIDE CURB m 1 F ENTRANCE LANE ENTERING THE SIDE BY SIDE DRIVE-THRU IS TO BE 14' MIN. AS SHOWN 14' 0 2. SIDE BY SIDE DRIVE-THRU STANDARD C PAVEMENT MARKINGS: N 2A 6" WIDE YELLOW PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE DRIVE-THRU LANE. LANE STARTS AT DRIVE-THRU ENTRANCE o WHERE 'MCDONALD'S GATEWAY' SIGN IS LOCATED. Ckf NOT USED w z o U) 26 DOUBLE -HEADED ARROW PAVEMENT MARKING. STANDARD STRIPING z UJ ry MARKINGS ARE 7' SHAFT, 7' ARROW STEM AND 3' FOR THE ARROW w HEAD. TIP OF ARROW HEAD TO BE LOCATED AT CENTER OF EACH LANE. o0 SEE AREA CONSTRUCTION MANAGER FOR TEMPLATE. z o w " Q 2C MERGE POINT IS LOCATED WHERE TWO VEHICLES LEAVING EACH COD En 0 a- 0- SIMULTANEOUSLY WOULD MEET. THE MERGE POINT STRIPING IS TO w w w Q BE LOCATED BY OFFSETTING THE INNER PRIMARY LANE BACK OF N V) w CURB 8.75' AND OFFSETTING THE OUTER LANE BACK OF CURB 8.95' m of of a- AT THE INTERSECTION OF THESE OFFSETS, A 6" YELLOW STRIPE IS TO w BE MARKED PERPENDICULAR TO THE OUTER LANE AS WELL AS THE INNER PRIMARY LANE. z Li M N I z FOR McDONALUS AT RAINIER AVE. S. 3. SIDE BY SIDE DRIVE-THRU STANDARD C EQUIPMENT POSITIONING FOR PRIMARY LANES. 3A MIN. 60'(+/-5') LINEAR DISTANCE BETWEEN THE CENTER LINE OF THE COD FACE AND THE CENTER LINE OF THE OPEN CASH BOOTH WINDOW AS MEASURED ALONG THE CENTER LINE OF THE LANE. THIS MAY ONLY BE INCREASED IN 20' INCREMENTS TO A MAX. OF 100'. 80' IS OPTIONAL. AS SHOWN 60.78' 3B THE CENTER OF THE PRIMARY MENU BOARD FOUNDATION IS TO BE 10.0' FROM THE CENTER OF THE COD FOUNDATION. AS SHOWN 10' 3C THE PRIMARY MENU BOARD SHOULD BE AT AN ANGLE BETWEEN 40' AND 50' ANGLE FROM A CAR POSITIONED AT THE COD TO MAXIMIZE SECOND CAR VIEWING. AS SHOWN 50' 3D AUGER 'MCDONALD'S ORDER HERE CANOPY" COD/CANOPY FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 3E A SINGLE BOLLARD SHOULD BE POSITIONED AT THE CORNER OF THE BUILDING ON THE DRIVE-THRU SIDE. IT SHOULD BE FLUSH AGAINST THE BUILDING AND FACE OF THE BOLLARD SHOULD BE TIGHT AGAINST THE BACK OF THE CURB. SEE DETAIL 1/C10 3F AUGER 'MCDONALD'S GATEWAY" SIGN FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 3G THE DISTANCE BETWEEN THE TIP OF THE CURBED ISLAND AND THE CENTER LINE OF THE PRIMARY COD MUST BE A MIN. OF 10'-0 AND A MAX. OF 15 -0 . THIS MEASUREMENT IS TAKEN PARALLEL TO THE INSIDE CURB FACE OF THE PRIMARY LANE. AS SHOWN 10.50' 3H THE PRIMARY LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE CENTER OF THE PRIMARY COD. RENTON, WA 4. SIDE BY SIDE DRIVE-THRU STANDARD C EQUIPMENT POSITIONING FOR SECONDARY LANE: 4A WHEN POSITIONING THE SECONDARY COD, THE DISTANCE BETWEEN THE TIP OF THE CURBED ISLAND AND THE CENTER LINE OF THE SECONDARY COD MUST BE A MIN. OF 11'-0 "AND A MAX. OF 13'-0". THIS MEASUREMENT IS TAKEN ALONG THE CENTERLINE OF THE SECONDARY LANE WHILE FOLLOWING THE INSIDE CURB FACE. AS SHOWN 11' 4B WHEN THE SECONDARY COD IS LOCATED IN THE 1 1'-13' RANGE, THE LOOP DETECTOR IS TO BE 2' FORWARD TO THE COD CENTER LINE WITH THE LOOP FACING FORWARD AND THE DETECTOR LOOP PERPENDICULAR TO THE SECONDARY COD WHEN POSSIBLE. 4C THE CENTER OF THE SECONDARY MENU BOARD FOUNDATION SHOULD BE LOCATED 22" FROM FACE OF CURB AND APPROXIMATELY 6'-0" FROM THE TIP OF THE CURBED ISLAND. THE END CAP OF THE SECONDARY MENU BOARD SHOULD NOT BE LESS THAN 12" FROM FACE OF CURB. ANGLE SHOULD BE TO MAXIMIZE FIRST CAR VIEWING. AS SHOWN 6' FROM THE TIP OF THE CURBED ISLAND. 4D AUGER 'MCDONALD'S ORDER HERE CANOPY"COD/CANOPY FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 4E THE SECONDARY MENU BOARD SHOULD BE AT AN ANGLE BETWEEN 30' AND 40' TO MAXIMIZE SECOND CAR VIEWING. SIDE BY SIDE DRIVE THRU STANDARD C OPTIONAL FEATURES AS SHOWN 50' R-344317 1. SIDE BY SIDE DRIVE-THRU STANDARD C OPTIONAL EQUIPMENT: APRE-SELL BOARD MUST BE 30"-36"FROM FACE OF CURB. THIS IS MEASURED FROM THE CENTER OF THE PRE -SELL BOARD FOOTING TO THE CENTER OF THE COD FOOTING. THE DISTANCE BETWEEN THE PRIMARY COD AND PRE -SELL BOARD IS TO BE 30' AS MEASURED ALONG THE CENTER LINE OF THE LANE. THE ANGLE OF THE PRE -SELL BOARD SHOULD MAXIMIZE VISIBILITY TO THE THIRD CAR FROM COD. A"PLEASE HAVE YOUR PAYMENT READY"BOLLARD SIGN MUST BE 30" MIN. FROM FACE OF CURB AND 6' FROM THE BACK OF THE BUILDING. THIS IS MEASURED FROM THE MIDPOINT OF THE SIGN FACE. BOLLARD SIGN IS TO BE ORIENTATED AT AN ANGLE OF 30 DEGREES FROM THE CURB. A "ANY LANE, ANY TIME"BOLLARD SIGN MUST BE A MIN. OF 1.5' FROM FACE OF CURB AT THE BEGINNING OF THE LANDSCAPE ISLAND. BOLLARD SIGN IS TO BE ORIENTED AT AN ANGLE OF 90° FROM THE CURB. By: Date: By: Date: By: Date By: Date 3 BID RELEASE AJ IH 03/31/08 2 REVISED DRIVE-THRU AJ IH 03/18/08 1 REVISED PER CITY COMMENT LETTER DATED 2/19/08 AJ IH 03/10/08 - PRE -APPLICATION MEETING AJ IH 01/02/08 NO. REVISION BY APPR. DATE �1 P G% �E W A Sys A, yc r � z ,o 23975 Fs F0 / S T s1"NA L EN6 �C- o U J � J W O ao z O � C)*) w Cl) Z N 0 > 0 00 aaaW) 04 Z Oe►��`� _J 0 r r N t— V) _w o z� C/) gcn w � J Q zW W gm Q N O N 00 U Z C:) Z 00 m N c0 r 00 > Lu z Q I r I ww zI Ln Ln Ln 0 Z w J Of GV) CITY OF RENTON C,EPARTMENT OF PUBLIC WORKS DESIGNED IH DATE 1 /31 /08 FILE W. LUA 03- AJ SCALE 111=101 FIELD BOOK PACE_ DRAWN CHECKED IH APPROVED IH 4 DIRECTOR Of PUBLIC WORKS SHEET � OF IMF 0E-k-3443)rl F.:l 3 a I 00 ro rq ro N 01 3 a I Do N Q� i rn rn n N 0 3 I 00 N X z w 0 z w