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6" <br />6" <br />2'-10" <br />6' MAX. <br />6" <br />12" <br />1'-5" <br />1'-5" <br />6" <br />16 1/2"35 1/2" <br />6" DIA. <br />8 1/8" DIA. <br />DATE:REVISIONS12/5/2019User: SSALLADEE <br />NG INEERNORTHCAROLINA <br />SEAL <br />043171 <br />SMLEH .S <br />S <br />ACUL <br />L <br />ANOISSEFOR <br />P12/05/2019 <br />NC License No. C-0910 <br />www.rameykemp.com <br />Fax: (919) 878-5416 <br />Phone: (919) 872-5115 <br />Raleigh, North Carolina 27609 <br />Suite 100 <br />5808 Faringdon Place <br />R A M E Y K E M P <br />A S S O C I A T E S <br />& <br />T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDGoTriangle_200_Hillsborough_Details_03.dgnDESIGNED BY:DAR <br />LSHCHECKED BY: <br />1871 <br />RCA NATN,RO H <br />C <br />AY IOLRSHEET #GOTRIANGLE BUS STOPS3PROTRUSIONS. <br />WITH NO PROJECTIONS OR <br />CONTINUOUSLY SMOOTH <br />TOP RAIL SHALL BE <br />" I.D. ALUMINUM PIPE, 0.145" WALL THICKNESS2 <br />1OR 1- <br />" O.D. GALVANIZED SCHEDULE 40 STEEL PIPE2 <br />11- <br />PARALLEL RAIL: <br />THICKNESSI.D. ALUMINUM PIPE 0.203 WALL <br />" 2 <br />1" O.D. GALVANIZED SCHEDULE 40 STEEL PIPE OR 2-2 <br />11- <br />POSTS: <br />STEEL POST SOCKET <br />NON-SHRINK GROUT <br />NCDOT CLASS 'A' 3000 PSI CONCRETE <br /> MAXIMUM DENSITY <br />COMPACT SUBGRADE TO 95% <br />SECTION VIEW <br />NOT TO SCALE <br />EPOXY FASTENERS INTO CONCRETE <br />NCDOT CLASS 'A' 3000 PSI CONCRETE <br />NOT TO SCALE <br />SIDE VIEW <br />ALUMINUM POST MOUNT <br />NOT TO SCALE DETAILSORANGE COUNTY - TOWN OF HILLSBOROUGHLC <br />2'-2" <br />AND BUILD ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. <br />CONTRACTOR SHALL VERIFY DIMENSIONS AND QUANTITIES WITH THE SHELTER MANUFACTURER <br />BUS SHELTER DIMENSIONS ARE PROVIDED BY THE MANUFACTURER. <br />3X3 ALUMINUM POST <br />NTS <br />TYPICAL BUS SHELTER <br />COLUMN BASE <br />4'-4"2'-10" <br />4" <br />2'-10" <br />4" <br />8" <br />2'-8" <br />"4 <br />36'-11 <br />3'-0" <br />"8 <br />35'-810'-10" <br />8" (SEE NOTE 2) <br />10'-0" <br />ANY ADDITIONAL APPROVALS BY NCDOT ARE IN PLACE. <br />WHEN IN AN NCDOT RIGHT OF WAY, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING/ ENSURING3. <br />CONTRACTOR SHALL FURNISH SHOP DRAWINGS.2. <br />AS DETERMINED BY THE TRANSIT SAFETY AND SECURITY REVIEW.1.3. <br />NEARBY DROP OFFS OF 18" AND HIGHER.1.2. <br />SLOPES ADJACENT TO STOP ARE STEEPER THAN 4H:1V.1.1. <br />HANDRAIL REQUIRED AT AMENITIES AND BUS STOPS FOR ANY OF THE FOLLOWING CONDITIONS:1. <br />NOTES: <br />5/8" X 1 1/2" S.STL. FLT <br />SKT HD CAP SCREW <br />3/8" X 6" DIA. <br />STL. PLATE <br />1/2" X 3 3/4" <br />EXPANSION <br />ANCHOR BOLTS <br />(2 3/8" O.D.) <br />2" RS 40 GALV. PIPE <br />8 1/4" RAD. <br />10 GA. STL. SPNNING <br />SURFACE MOUNT <br />(ONLY) <br />CONCRETE WALK <br />4 1/2" DIA. <br />ANCHOR CIRCLE <br />BIKE RACK DETAIL <br />NTS <br />CONCRETE WALK <br />UNLESS OTHERWISE SHOWN. <br />EDGE OF CONCRETE PAD, TYPICAL <br />INSTALL COLUMN BASE 6" FROM 2. <br />SEE GEN. NOTE 1 ON SHEET 2. <br />INSTALLED BY CONTRACTOR. <br />CANS PURCHASED BY OWNER, <br />SHELTER, BENCH, AND TRASH1. <br />NOTES: <br />OPTIONS: SOLAR POWERED USB CHARGING PORTS & SOLAR LIGHTING <br />SHELTER TO BE USED IN TOWN OF HILLSBOROUGH: BRASCO EC-510-SL-TW-4-C-0F-TG-0A-0L-0 (BLACK FINISH)36" O.C36" O.C24" TYP.24" TYP. <br />DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 <br />12/5/2019 <br />DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222