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BYDATEREVISIONS132456PROJECT NO. <br />SHEET NO.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:DAS (DON.SEVER@SUMMITDE.NET)20-0014WHITTED COMPLEXHILLSBOROUGH, NC, 27278300 WEST TRYON STSITE PLANCreatively Inspired - Technically ExecutedLicense #: P-0339320 Executive CourtHillsborough, NC 27278-8551Voice: (919) 732-3883 Fax: (919) 732-6676www.summitde.netFIRST ISSUE DATEMGA (MALLORY.ARMFIELD@SUMMITDE.NET)09-02-2020MGA (MALLORY.ARMFIELD@SUMMITDE.NET)ENGINEERING, INC.Know what's below. <br />before you dig.Call <br />R <br />20-0014_D <br />D-1 SITE DETAILSCROSS SECTION OF BASIN <br />PLAN OF GRATE <br />WEIGHT OF GRATE= 132 LBS. <br />PLAN OF GRATE <br />WEIGHT OF GRATE= 126 LBS. <br />CLASS "A" CONCRETE <br />SECTION OF GRATE <br />SECTION OF FRAME <br />268 SQ. IN. OPENING AREA <br />WEIGHT OF FRAME= 65 LBS. <br />SECTION OF FRAME <br />292 SQ. IN. OPENING AREA <br />WEIGHT OF FRAME= 120 LBS. <br />6" <br />SOLID <br />MASONRY <br />1/2" DOWEL PIN <br />(2 FOR EACH SIDE) <br />GRATE AND FRAMECLASS "A" <br />CONCRETE COLLAR <br />TRAFFIC BEARING <br />24" X 24" DRAIN, GRATE, & FRAME <br />NON-TRAFFIC BEARING <br />24" X 24" DRAIN, GRATE, & FRAME <br />SECTION OF GRATE <br />FRAME IS <br />REVERSIBLE <br />24" <br />1 1/2" <br />1 1/16"1 7/8"2 5/8"2'-1 1/2" SQ. <br />2'-1/4" SQ. <br />2'-1 7/8" SQ. <br />1'-8 1/4" SQ.1 7/8"2 5/8"1'-9 3/4" SQ.8" MIN. <br />VARIES <br />23 11/16" <br />1 3/16" <br />7/8"1 1/2"2'-1" <br />2'-0" <br />2'-5 1/4" <br />2'-0" <br />1'-8"1 1/2"5/8"4"SECTIONSECTION <br />3/4"1 1/16" <br />2 1/4"6 5/8"24"6 3/4"6 13/16"15/16"2 3/4"23 11/16"GENERAL NOTES : <br />1.MORTAR JOINTS 1/2" +/_ 1/8" THICK. <br />2.USE CLASS "A" CONCRETE THROUGHOUT. <br />3.USE FORMS FOR CONSTRUCTION OF FLOOR SLAB. <br />4.DEDUCT FROM PIPE(S) FOR TOTAL CU. YDS. OF BRICK MASONRY. <br />5.USE #4 BAR DOWELS AT 12" O.C. <br />6.USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS OF NCDOT SECTION 840 OF THE <br />STANDARD AND SPECIFICATIONS (LATEST REVISION). <br />7.STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER 3'-6" IN DEPTH AT 12" O.C.. DEPTH SHALL BE MEASURED FROM <br />THE TOP OF GUTTER TO INVERT. GALVANIZED REINFORCED STEEL SHALL NOT BE USED FOR STEPS. SEE NCDOT <br />STANDARD DRAWING #840.66. <br />8.A CONCRETE BASE PAD PER NCDOT STANDARD DRAWING #840.00 SHALL BE ADDED FOR REINFORCED CONCRETE PIPES <br />SET AT THE FLOOR SLAB. <br />9.FOR BASINS 8'-0" IN DEPTH OR LESS USE 8" THICK WALLS. IF DEPTH OF BASIN IS OVER 8'-0", WALL THICKNESS SHALL BE <br />12" FROM TOP TO 6'-0" IN DEPTH AND 8" FOR THE REMAINING DEPTH OF THE BASIN. <br />10.CONSTRUCT WITH PIPE CROWNS MATCHING. <br />11.CHAMFER ALL EXPOSED CORNERS 1". <br />CASTING SPECIFICATIONS: <br />1.GRAY IRON CONFORMING TO ASTM A48 CL35B. <br />2.DUCTILE IRON CONFORMING TO ASTM A536 GRADE 80-55-06. <br />3.CASTINGS TO BE MADE OF RECYCLED MATERIALS, 75% CONSUMER <br />WASTE. <br />4.CASTINGS SHALL COME FROM A NCDOT APPROVED FOUNDRY. <br />5.CASTINGS SHALL BE UNIFORM QUALITY, FREE FROM SAND HOLES, GAS <br />HOLES, SHRINKAGE, CRACKS, AND OTHER SURFACE DEFECTS. <br />CASTINGS SHALL BE REASONABLY SMOOTH AND WELL CLEANED BY <br />SHOT BLASTING. SURFACES OF THE CASTINGS SHALL BE FREE FROM <br />BURNED ON SAND AND SHALL BE REASONABLY SMOOTH. RUNNERS, <br />RISERS, FINS AND OTHER CAST-ON PIECES SHALL BE REMOVED FROM <br />CASTINGS AND SUCH AREAS SHALL BE GROUND SMOOTH. BEARING <br />SURFACES BETWEEN MANHOLE RINGS AND COVERS SHALL BE CAST <br />OR MACHINED WITH SUCH PRECISION THAT UNIFORM BEARING SHALL <br />BE PROVIDED THROUGHOUT THE PERIMETER AREA OF CONTACT. <br />NOMINALLY, CASTINGS DIMENSIONAL TOLERANCES SHALL BE +/- 1/16" <br />PER FOOT. ALL CASTING WEIGHTS ARE AVERAGE AND APPROXIAMTE <br />VALUES MAY VARY +/- 5%. <br />6.TRAFFIC SERVICE CASTINGS SHALL MEET OR EXCEED THE LATEST <br />STANDARDS OF AASHTO M306-XX. THE CASTING SHALL BE TESTED ON <br />A SUITABLE AND CALIBRATED LOAD TESTING MACHINE AND THE <br />CASTING SHALL HOLD A 40,000 POUND PROOF LOAD FOR ONE MINUTE <br />WITHOUT EXPERIENCING ANY CRACKS OR DETRIMENTAL PERMANENT <br />DEFORMATION. DUCTILE IRON CONFORMING TO ASTM A536 GRADE <br />80-55-06. <br />7.EACH CASTING SHALL BE IDENTIFIABLE AND SHOW, AT A MINIMUM, THE <br />FOLLOWING: NAME OF THE PRODUCING FOUNDRY, COUNTRY OF <br />MANUFACTURE, ASTM MATERIAL DESIGNATION, RECYCLE SYMBOL, <br />INDIVIDUAL PART NUMBER AND CAST OR HEAT DATE. CASTINGS SHALL <br />INCLUDE ALL LETTERING AS SHOWN ON THE SPECIFICATION <br />DRAWINGS. <br />HEAVY DUTY DOOR SECURITY SURFACE BOLT <br />HEAVY DUTY WROUGHT STEEL T-HINGE (TYP.) <br />LEAF <br />GATE OPENING <br />8" (TYP.)4"2x4 TREATED WOOD <br />STRINGER AND BRACE <br />(TYP) <br />1/8" TENSION WIRE WITH A 3" "EYE & EYE" <br />TURNBUCKLE, WIRE ROPE THIMBLES <br />AND CLAMPS. SECURE EACH END OF <br />WIRE WITH SCREW EYEBOLTS. <br />PLACE LOWER END OF <br />BRACE TOWARDS THE <br />HINGE, NOT THE LATCH <br />VINYL OR WOOD <br />COMPOSITE SLATS 8' MIN. OR 6" HIGHER THAN TALLESTCONTAINER, WHICHEVER IS GREATERGATE RETAINERS7"1'-0"4'-0" @ MECH ENCLOS.9'-0"6"1'-0" <br />POSTLC POSTCL <br />1'-6"12'-0" <br />W/ #3 REBAR 16" O.C. <br />7" 4000 PSI CONCRETE <br />1x6 P.T. WOOD BOARDS <br />W/ 1/2" SPACES <br />(PRE-FAB FENCING) <br />2x4 RAILS TOP <br />AND BOTTOM <br />SOLID <br />WASTE <br />8 CY <br />RECYCLABLES <br />CARDBOARD <br />8 CY <br />15' <br />4' <br />4.5' <br />25' <br />WOODEN <br />SCREENING <br />6" CID STEEL BOLLARDS, <br />TYP OF 2 BEHIND EACH <br />CONTAINER <br />ENCLOSURE <br />GATES <br />24' <br />APRON WITH CONCRETE <br />REBAR PER DETAIL <br />BOTTOM <br />76"MAXIMUM <br />$250 <br />PENALTY <br />G.S. 20-37.6 <br />PARKING <br />RESERVED <br />WHITE BACKGROUND <br />ACCESSIBLE <br />VAN <br />R7-8E12" <br />MAXIMUM <br />$250 <br />PENALTY <br />G.S. 20-37.6 <br />PARKING <br />RESERVED <br />26"ARROW IS GREEN <br />WHITE BACKGROUND <br />3/8" <br />CORNER RADIUS <br />1 1/2" (TYPICAL) <br />VAN <br />ACCESSIBLE <br />LETTERS, BORDER AND <br />NUMBERS ARE GREEN <br />ALL TEXT & LINES <br />ARE GREEN <br />WHITE SYMBOL ON <br />BLUE FIELD <br />OF SIGN 7.0'(TYPICAL) <br />6" <br />LC <br />6.5' <br />2.5'R <br />LOCATE AT EDGE OF PARKING SPACE UNLESS <br />ACCOMPANIED BY "VAN" LETTERING <br />VAN <br />18' <br />MIN <br />20' <br />HANDICAP VAN ACCESSIBLE REGULAR SPACE <br />w/out CURB <br />8' MIN <br />16' MIN <br />9.0' <br />1.5' <br />EOP <br />6' WHEEL <br />STOP <br />MAX 2% ANY <br />DIRECTION <br />3/8" <br />8' MIN <br />1/8" TO 1/4" <br />1/2" <br />5" <br />JOINT SEALER <br />1/8"R. (TYP.) <br />JOINT FILLER <br />SURFACE OF CONC <br />NOTES: <br />·A GROOVE JOINT 1" DEEP W/ 1/8" RADIUS SHALL BE REQUIRED IN THE CONC. <br />SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50' <br />INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK <br />JOINS ANY RIGID STRUCTURE. <br />·FINISHED SURFACE OF SIDEWALK TO BE BROOM FINISHED, PERPENDICULAR TO <br />TRAFFIC FLOW. <br />2" S 9.5A SURFACE COURSE <br />EXISTING (CRUSHED <br />AGGREGATE BASE COURSE) <br />COMPACTED SUBGRADE <br />4- <br />1 <br />/ <br />2 <br />" <br />6" <br />6'-0" <br />9"1/4" <br />1/4" <br />6"5"2-1/8"2-7/8"2-1"Ø <br />H <br />O <br />L <br />E <br />S5"2"3"2" <br />9" <br />2-#3 REBARS <br />SECTION <br />#6 @ 2'-6" <br />LONG <br />SEAL 1/2" DEEP <br />HOLE W/ MORTAR <br />ALL PARKING LOT PAINTED <br />STRIPING SHALL BE WHITE AND <br />MINIMUM OF HIGHWAY GRADE <br />PAINT (2 COATS) TYP. <br />BLACK STEEL <br />HANDRAILHANDRAIL POST TO BE <br />SET IN CONCRETE (TYP.) <br />6' MAXIMUM POST <br />SPACING <br />CORE DRILL <br />ENLARGEMENT <br />ADJACENT <br />CONCRETE <br />PAVEMENT <br />SEE C-2 FOR EXISTING <br />STAIR INFORMATION <br />1' (TYP) <br />1' (TYP) <br />3' <br />(TYP)1' MIN. <br />1' <br />10"12"6' <br />1'27"36"4"36"BLACK STEEL <br />HANDRAIL <br />3000 PSI CONC. <br />COLLAR (TYP.) <br />RAILING PARALLEL SLOPE <br />OF PATH . SLOPE OF PATH <br />VARIES SEE C-2 AND D-3 <br />STAND-OFF RAILING <br />RETURNS TO POST TYP. <br />FINISHED SURFACE <br />HANDRAIL <br />FINISHED SURFACE <br />3000 PSI CONC. <br />COLLAR TYP. <br />POST DETAIL <br />R8" <br />TYP.4"9/2/2020 <br />DocuSign Envelope ID: 7D9ACD4F-8F6C-42B6-9ADB-C60032DB6D03