Infinity - 017.554.027 TKC Infinity - Details - All

ACCESSIBLE PARKING AND50.10ASUPPLEMETAL SIGN DETAILSEE STANDARD NO. 50.10C FOR12"x9"CLDSM 50.10CMUTCDR7-812"x18"12"x18"R7-1MUTCDCABCCSIGNAGE STANDARDSVANACCESSIBLESPACEPARKING SPACE PAVEMENT MARKINGSBCSEE STD. NO50.09 FOR DIMENSIONSNOTES:ACCESSIBLE ROUTE(SEE NOTE 3)1 TO 2526 TO 5051 TO 7576 TO 100101 TO 150151 TO 200201 TO 300301 TO 400401 TO 500987654321222111111TOTAL PARKING SPACES 1 IN EVERY 6REFERENCE: SECTION 1106 OF NC STATE BUILDING CODEACCESSIBLE PARKING REQUIREMENTSPROVIDEDMINIMUM NUMBEROF ACCESSIBLE SPACESSPACES REQUIREDMINIMUM NUMBER OFTO BE VAN ACCESSIBLEACCESSIBLE SPACES REQUIRED501 TO 10001001 AND OVERACCESSIBLE SPACES1 IN EVERY 6ACCESSIBLE SPACES2% OF TOTALEACH 100 OVER 100020 PLUS 1 FOR12"x6"R7-8PCLDSM 50.10C12"x9"12"x18"R7-8MUTCDA8'8'5'8'8'8'NOT TO SCALEREV.STD. NO.12OPTIONALACCESIBLELOADINGZONE SIGNVANACCESSIBLESPACE5'11'ABNOTE:ONE OUT OF EVERY SIX(6) ACCESSIBLESPACES, BUT NOT LESSTHAN ONE, IS REQUIREDTO BE VAN ACCESSIBLE,PER SECTION 1106.5 OFNC STATE BUILDINGCODE(OPTION 1)(OPTION 2)1.ALL 12"x18" ACCESSIBLE SIGNS (R7-8 & R7-1) SHALL BE MOUNTED AT 7 FEET FROM GRADETO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICHPEDESTRIANS ARE NOT EXPECTED TO USE.2.REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) U.S. DEPARTMENTOF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONSUPPLEMENT.3.IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED ATLOADING ZONE AREA.4.SIGNAGE MUST NOT OBSTRUCT ACCESSIBLE ROUTE OR RAMPS.MUTCDSIGNAGE(SEE NOTE 4)BSUPPLEMENTAL VAN ACCESSIBLE50.10BSIGN (R7-8P)ABCDEFGHJKL1263/83/81-1/2D1/21D2-1/241-1/21-1/2DIMENSIONS (INCHES)INCREASE SPACING 50%D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT) LEGEND AND BORDER - GREENBACKGROUND - WHITER7-8P*SERIES D LETTERSFINISHED GRADE(SEE STD. NO 50.10A NOTE 1)
5 FT. OR 7 FT.SIGN CLDSM #50.10CSIGN R7-8PSIGN R7-8EEHGFCDBAJ(*)J(*)KKNOT TO SCALEREV.STD. NO.9SUPPLEMENTAL ACCESSIBLE50.10CSIGNFINISHED GRADELEGEND AND BORDER - GREENBACKGROUND - WHITESIGN APPROVED FOR USE UNDER GENERAL STATUTE 20-37.6NOTE:SUPPLEMENTAL VAN ACCESSIBLE SIGN (R7-8P) USED IF THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE. (SEESTD. NO. 50.10B)(SEE STD. NO 50.10A NOTE 1)
5 FT. OR 7 FT.SIGN CLDSM #50.10CSIGN R7-83/8" (TYPICAL)3/8" (TYPICAL)1
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"9"NOT TO SCALEREV.STD. NO.SIGN R7-8P (CLDSM50.10B)THIS PENALTY SIGN IS REQUIRED TO ACCOMPANY ALL R7-8 PARKINGSIGNS ERECTED AFTER DECEMBER 31,19909SAFETY RAILABCABCGENERAL NOTES:ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.TYPE OF PIPE TO BE USED IS 1-5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GALVANIZED.ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS.AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEATHER ENAMEL.4.3.2.1.1'-9"8'-0" MAX.2'-0"
1'-9"
1'-6" MIN.
4'-0"
1'-6" MIN.1'1'NOT TO SCALEGENERAL NOTES:A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIREDIN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TOREQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESSDISTRICT WILL BE DETERMINED BY THE CDOT. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALLBE A MINIMUM OF 4'. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.PROPOSED CURB & GUTTER1/2" EXPANSION JOINTPROPOSED 4" CONCRETE SIDEWALKRIGID
STRUCTURE
DETAILS SHOWING EXPANSION JOINTSIN CONCRETE SIDEWALKTRANSVERSE EXPANSIONGROOVE JOINT IN SIDEWALKCONCRETE SIDEWALKSEXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT INADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE6.5.4.3.2.1.JOINT IN SIDEWALK1/8" RADIUSJOINT FILLER4"1/8" TO 1/4" 1/2"1/8"4"1"ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS7.WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.1/4" PER FOOTTRUNCATED DOME PLAN VIEWPLAN AND CROSS-SECTIONTRUNCATED DOMES4'-0" MIN. (VARIES WITH WIDTH OF RAMP)0.4"0.9"0.2"(1.6" TO 2.4")2'-0"NOTES:TRUNCATED DOME SPACINGTRUNCATED DOME SECTION(1.6" TO 2.4")1.ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR EMBEDDED PRODUCTAPPROVED BY THE CITY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWED ON EXISTING RAMPS WITH PRIOR APPROVAL OFTHE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE. RESURFACING).2.WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP.3.LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH.4.DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.5.DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF OF TRAVEL TOPERMIT WHEELS TO ROLL BETWEEN DOMES.6.DETECTABLE WARNING AREA SHALL BE COLORED BLACK7.IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE.8.MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.TRANSVERSE EXPANSION JOINTJOINT FILLERSURFACE OF GUTTER1/8" RADIUS (TYPICAL)1/8"1'-6" STANDARD CURB AND GUTTER1'-6"CONCRETE CURB AND GUTTER2'-6" STANDARD CURB AND GUTTER1/8" RADIUS6 1/2" 1. TRANSITION TO BE ALONG BACK OF CURB.NOTES:10.202'-6" CURB AND GUTTER1'-6" CURB AND GUTTERBACK OF CURBCONTRACTION JOINTSEE STD. 10.17B GENERAL NOTESLIP OF GUTTER/EDGE OF PAVEMENTPLAN VIEW10'-0"10'-0"NOT TO SCALEREV.STD. NO.CURB TRANSITION2'-6" CURB AND GUTTER TO1'-6" CURB AND GUTTERNOTES:6"
12"1/2" RADIUS6"1/8" RADIUS3" RADIUS6 1/2"1'-0"1.CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER, A 10-FOOT SPACING MAY BE USED WHEN A MACHINEIS USED. JOINT SPACING MAY BE ALTERED BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING.2.CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTSARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.3.ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONSWITH JOINTS IN ABUTTING SIDEWALK.4.CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.5.CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.6.TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.6"
12"1/2" RADIUS6"3" RADIUS2'-6"1'-6"ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.FOR EXAMPLE:2.3.1.NOTES:BACKFILL AS SPECIFIEDBERM OUTSIDE OF ROOTBALL4" HIGH / 6" WIDE MAXIMUM 4" MAXIMUM LAYER OF MULCH 32"MIN. ROOT BALL DIA.24"RAISE PIT BOTTOM TO SET ROOT CROWNAT THE CORRECT HEIGHT. FIRM SOIL UNDER3"2"14-16'12-14'HEIGHT (RANGE)BASKET WHERE PRESENTCALIPER18'16'MAX. HEIGHTROOT BALL.MIN. ROOT BALL DEPTH21"16"ROOT BALL DIA.AND ANY NAILS/PINS, ETC.REMOVE TOP 1/3 BURLAPREMOVE TOP 1/3 OF WIREFROM ROOT CROWN REMOVE TYPICAL EXCESS SOIL 3/4" NYLON STRAPBE AT FINISH GRADE ROOT CROWN TO DRIVEN IN LINE WITH STRAPWITH CENTERED 3/8" HOLE3 - 1"x2"x18" WOOD STAKESVARIES12"6" SLIP KNOT WITH STOP KNOT.6" LARGER THAN TREE DIAMETERKEEP MULCH AWAY FROM TRUNK 1" TO 2"REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A4.LEGAL MANNER.EQUALLY SPACED AROUND TREERESEED UNMULCHED, DISTURBED AREAS.5.UNDISTURBED SOIL FINISH GRADE40.01NOT TO SCALEREV.STD. NO.TREE PLANTING(FOR SINGLE AND MULTI-STEM TREES)STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON REQUEST OFARBORIST.TREE PROTECTION DETAIL40.02ONE FOOT FOR EACHINCH OF TRUNK DIAMETER6' MINIMUM WIDTHDEAD TREES AND SCRUB OR UNDERGROWTH SHALL BE CUT FLUSH WITH ADJACENT GRADE. NO GRUBBINGALLOWED UNDER DRIP LINE.PLACE BARK MULCH AT AREASNOT PROTECTED BY BARRIER.TREE LIMBREMOVAL6" BARKMULCH,DRIP LINE SEE APPROVED TREEPRESERVATION PLAN FORREQUIRED RADIUSPLAN VIEW OF ROOT ZONEOF ARBORICULTURE SPECS.WHICHEVER IS GREATEROR 1/2 HEIGHT OF TREEMAY BE USED. OR ORANGE SAFETY FENCINGNOTES:1.2.FOR 2" CAL. TREES OR SMALLER2"x4" STANDARDS + 1"x4" RAILSOF TREE BARRIERFOR PRUNING SEEINTERNATIONAL SOCIETY3.REFER TOLANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREEREMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.STANDARDS SECTION 01000REGARDING TREE PROTECTION.CITY OF CHARLOTTE LANDSCAPE CONSTRUCTIONFOR GENERAL SPECIFICATION PROTECTION FENCES.3'-0"3'-0"REV.STD. NO.3. TAMP PLANTING MIX FIRMLY EACH PLANT BALL.5. SOAK EACH PLANT BALL AND PIT IMMEDIATELY AFTER AS PIT IS FILLED AROUND INSTALLATION. WHEN IRRIGATION SYSTEM IS PRESENT.4. OMIT COLLAR AROUND EACH SHRUBNOTES:INSTALL CONTAINERIZED PLANTS ATFINSHED GRADESCARIFY ROOT MASS OFCONTAINERIZED PLANT MATERIAL.SMALL SHRUB/TREE PLANTING40.05BREV.STD. NO.TYP. COLLARMIN. 2" HT.2-3" LAYER OFAPPROVED MULCHUNDISTURBED SOIL3-6" FROM ROOT BALL EDGE,BACKFILL AS SPECIFIEDROOT BALLINDIVIDUAL9SLOPE "A" 12:1SLOPE "B" 1/4"/FTSLOPE "C" 1/2"/FTAAB
CBCBPLAN VIEW-PARALLEL RAMPPLAN VIEW-DIAGONAL RAMPMONOLITHIC CURB AND SIDEWALKACCESSIBLE RAMP STANDARDEXP. JOINTEXP. JOINT6'-0"6'-0"4'-0"GROOVE JOINTFACE OF CURBBACK OF WALKSIDEWALKAPPROVED DATE 10.34AEXP. JOINTEXP. JOINT6'-0"6'-0"4'-0"SIDEWALKGROOVE JOINTCURB LIPEDGE OF PAVEMENTBACK OF WALKCBABCBA 3'-0" MIN. CONTINUOUSPASSAGE5' TRANSITION FROM 4' WALKTO 6' WALK. ALL WALKS MUSTPASSAGE3'-0" MIN. CONTINUOUSBE A MIN. 6' WIDTH AT RAMP.WALK
WALK
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EDGEOFPAVEMENTSTD. NO.REV.NOTE:TRUNCATED DOMES COLOREDPER STD. NO. 10.35BPER STD. NO. 10.35BTRUNCATED DOMES COLOREDNOTE:5'4'6'5'4'
6'Sheet 10 of 12PROJECT NUMBER017.554.027REVISIONS
THIS DRAWING IS THE PROPERTY OFBURTON ENGINEERING ASSOCIATES AND ISNOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USEDON ANY OTHER PROJECT AND IS TO BERETURNED UPON REQUEST.5950 FAIRVIEW RD STE 100CHARLOTTE NC 28210(T) 704.553.8881burtonengineering.comFIRM #C-1157PROJECT INFINITY
C8.1DATE
DRAWN BY
ENG
PM
BCL
SUMMIT CORPORATE CENTER
ROWAN COUNTY, NORTH CAROLINACTB
TCru
01/16/2018 SITE & UTILITY DETAILS
PROJECT
P:\DWG\017.554.027 TKC PROJECT INFINITY\017.554.027 TKC PROJECT INFINITY - DETAILS.DWG C7.1 DETAILS 2/27/2018 4:03:51 PM HP02.CTB TCRUDANE
TYPICAL BED CROWNINGTYPICAL PLANTING BED DETAILTYPICAL PLANTING BED PLAN10' (EX.)10" (EX.)2.1.SHRUB PLANTING BED40.05REV.STD. NO.
Sheet 11 of 12PROJECT NUMBER017.554.027REVISIONS
THIS DRAWING IS THE PROPERTY OFBURTON ENGINEERING ASSOCIATES AND ISNOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USEDON ANY OTHER PROJECT AND IS TO BERETURNED UPON REQUEST.5950 FAIRVIEW RD STE 100CHARLOTTE NC 28210(T) 704.553.8881burtonengineering.comFIRM #C-1157PROJECT INFINITY
C8.2DATE
DRAWN BY
ENG
PM
BCL
SUMMIT CORPORATE CENTER
ROWAN COUNTY, NORTH CAROLINACTB
TCru
01/16/2018 SITE & UTILITY DETAILS
PROJECT
P:\DWG\017.554.027 TKC PROJECT INFINITY\017.554.027 TKC PROJECT INFINITY - DETAILS.DWG C7.2 DETAILS 2/27/2018 4:03:59 PM HP02.CTB TCRUDANE
Sheet 12 of 12PROJECT NUMBER017.554.027REVISIONS
THIS DRAWING IS THE PROPERTY OFBURTON ENGINEERING ASSOCIATES AND ISNOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USEDON ANY OTHER PROJECT AND IS TO BERETURNED UPON REQUEST.5950 FAIRVIEW RD STE 100CHARLOTTE NC 28210(T) 704.553.8881burtonengineering.comFIRM #C-1157PROJECT INFINITY
C8.3DATE
DRAWN BY
ENG
PM
BCL
SUMMIT CORPORATE CENTER
ROWAN COUNTY, NORTH CAROLINACTB
TCru
01/16/2018 SITE & UTILITY DETAILS
P:\DWG\017.554.027 TKC PROJECT INFINITY\017.554.027 TKC PROJECT INFINITY - DETAILS.DWG C7.3 DETAILS 2/27/2018 4:04:14 PM HP02.CTB TCRUDANE