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6" <br />t <br />2' <br />12" R <br />TYPICAL CURB & GUTTER <br />AT DRIVEWAY <br />2' <br />2" J <br />11" R <br />14"R <br />VERTICAL CURB & GUTTER <br />2 11 <br />6" 1 <br />AT THE LOW POINT(S) OF EACH MEDIAN, <br />A 1"X 4" BOARD SHALL BE USED <br />TO FORM A SLOT IN THE MEDIAN C & G <br />1' <br />11„ <br />2 <br />12" R <br />12' R <br />6" <br />MEDIAN CURB & GUTTER <br />REVISIONS II! City of <br />DATE BY ` Louisville <br />MAR 2015 CMD COLORADO - SINCE 1882 <br />G:\STANDARDS DETAILS\DETAILS\STREET\58 CURB & GUTTER.DWG <br />GRADE POINT 1"R <br />H <br />ROADWAY <br />6" <br />t <br />i <br />12" <br />44" <br />12" <br />DEPARTMENT OF PUBLIC WORKS <br />CURB & GUTTER <br />41" <br />2 <br />NOTES: <br />1. "H" SHALL BE 6" FROM FINISHED ROADWAY <br />GRADE UNLESS OTHERWISE SPECIFIED <br />DRAWN BY: ML JAN 94 <br />APPROVED BY: CMD MAR 15 <br />SHEET <br />58 OF 74 <br />CONCRETE <br />DGA <br />SIDEWALK WITH INTEGRAL CURB <br />NOT TO SCALE <br />3" <br />3"-"-H -24"• <br />BLUE <br />* WHITE <br />3" STROKE WIDTH <br />HANDICAP PAVEMENT <br />MARKING DETAIL <br />NOT TO SCALE <br />IR7-5-16 I <br />R7-5-16 <br />MOTORCYCLE <br />PARKING SIGN <br />(12" X 18") <br />12" <br />5' MIN. <br />PLAN VIEW <br />TABLE-1 <br />TYPE OF LENGTH OF <br />WALK PLATE <br />4' ATTACHED <br />8' ATTACHED <br />4' DETACHED <br />4'-4" <br />8'-4" <br />VARIES <br />EXPANSION JOINT <br />ISOMETRIC VIEW <br />EXPANSION JOINT <br />5' MIN. <br />B <br />L__ <br />/ \ <br />REVISIONS City of <br />DATE BY 115 <br />Louisville <br />MAR 2015 CMD COLORADO - SINCE 1882 <br />Al <br />- 6' MIN. <br />NOTE: SEE SHEET 60 FOR SECTIONS <br />DEPARTMENT OF PUBLIC WORKS <br />SIDEWALK CHASE <br />G:\STANDARDS DETAILSIDETAILS\STREET\59 SIDEWALK CHASE.DWG <br />MOTORCYCLE <br />PARKINGWHITE SIGN WITH <br />GREEN BORDER <br />ONLY & GREEN WORDING <br />GROUND <br />MOUNTED <br />POST <br />PARKING SIGN DETAIL <br />NOT TO SCALE <br />103 <br />SIGNS FOR ACCESSIBLE PARKING SHALL: <br />DRAWN BY: ML JAN 94 <br />APPROVED BY: CMD MAR 15 <br />1. BE AT LEAST 12 INCHES WIDE AND 18 <br />INCHES HIGH. <br />2. HAVE WHITE LETTER ON BLUE BACKGROUND. <br />3. STATE "RESERVED PARKING" AND "TOW <br />AWAY ZONE" ON SUPPLEMENTAL SIGN. <br />4. SHOW A HANDICAPPED SYMBOL. <br />5. BE PERMANENTLY MOUNTED WITHIN 10 FEET <br />OF EACH ACCESSIBLE PARKING SPACE. <br />6. BE LOCATED AT THE CENTER OF EACH <br />ACCESSIBLE PARKING SPACE, FACING THE <br />REAR OF THE SPACE. <br />7. BE 7 FEET ABOVE THE GROUND WHEN <br />MOUNTED ON POST. <br />8. BE 5 FEET ABOVE THE GROUND WHEN WALL <br />MOUNTED. <br />IR7-8 I <br />R7-8 RESERVED <br />PARKING SIGN <br />(12" X 18") <br />12" <br />A ' <br />IESERVED <br />PARKING <br />GROUND <br />MOUNTED <br />POST <br />IR7-8/8a I <br />R7-8 RESERVED <br />PARKING SIGN <br />(12" X 18") WITH <br />R7-8a VAN <br />ACCESSIBLE SIGN <br />(12"x6") ON THE <br />SAME POLE <br />12" <br />FESERVED <br />PARKING <br />r~�- <br />10 CAcarsELE <br />J, <br />J <br />-- <br />SHEET <br />59 of 74 J <br />00 <br />s <br />CO <br />6"VERT.C&G <br />6" <br />f, <br />8" <br />t <br />NON -SLIP RAISED PATTERN <br />STEEL PLATE FOR THICKNESS, <br />TP, SEE TABLE. <br />NO. 3 REBAR 6" LONG WELDED <br />TO PLATE AT 18" OC EACH SIDE <br />z' EXPANSION <br />JOINT <br />E MIN. <br />LENGTH (SEE TABLE-1 SHEET 59) <br />2.0% <br />MIN. 1.0% <br />SECTION A -A <br />FLOW FROM GUTTER <br />—1.-1 2" <br />2" <br />E= 8" WHEN FLOW IS FROM GUTTER <br />E= 6" WHEN FLOW IS TO GUTTER <br />/i 2' EXPANSION <br />/ JOINT <br />2.0% <br />2.0% <br />SECTION A -A <br />FLOW TO GUTTER <br />VARIES <br />WO <br />4" MIN. <br />f <br />2E + WIDTH OF OPENING <br />SECTION B-B <br />12" MIN. <br />SLOPE <br />VARIES <br />3/8" D NON CORROSIVE MACHINE <br />SCREW- COUNTER SINK - FLUSH (12" <br />O.C. BOTH SIDES) <br />Z' EXPANSION( <br />JOINT <br />45°' <br />2"x2"x1/4" G, .LVANIZED <br />ANGLE SUPPORT (BOTH SIDES) <br />MULTIPLE CHASE <br />WHEN OPENINGS ARE LARGER THAN 18" <br />WO TP <br />WIDTH OF THICKNESS <br />OPENING OF PLATE <br />6" 3/8" <br />6"-12" 1/2" <br />12"-18" MAX. 9/16" <br />REVISIONS 113 City of <br />DATE BY Louisville DEPARTMENT OF PUBLIC WORKS <br />MAR 2015 CMD COLORADO - SINCE 1882 <br />SIDEWALK CHASE SECTION <br />IR7-8 I <br />R7-8 RESERVED <br />PARKING SIGN <br />(12" X 18") WITH <br />EV-ELECTRIC <br />VEHICLE PARKING <br />ONLY ACCESSIBLE <br />SIGN (12"x18") ON <br />THE SAME POLE <br />12" <br />RESERVED <br />PARKING <br />r ; ~� <br />I I <br />ELECTRIC <br />VEHICLE <br />PARKING <br />ONLY <br />G:\STANDARDS DETAILS\DETAILS\STREET160 SIDEWALK CHASE SECTION.DWG <br />HANDICAP & EV SI GN AGE DETAIL <br />NOT TO SCALE <br />ELECTRIC VEHICLE <br />PARKING ONLY <br />(18" X 18") <br />ELECTRIC <br />VEHICLE <br />PARKING <br />ONLY <br />B <br />CV <br />EXISTING SIDEWALK <br />12" <br />0 <br />11 <br />MATCH EXISTING <br />EDGE OF SIDEWALK <br />2' <br />BIKE RACK <br />(SEE DETAIL) <br />DRAWN BY: ML JAN 94 <br />APPROVED BY: CMD MAR 15 <br />SHEET <br />60 OF 74 J <br />1/8" R <br />PARKING <br />B <br />CD <br />8" <br />i <br />1" PER FT. f1/8"R <br />—y— LANDSCAPING <br />fiiI <br />=1 I I <br />#;+I_ <br />1 -. <br />COMPACTED SUBGRADE <br />FLUSH CURB DETAIL <br />NOT TO SCALE <br />PROPOSED BIKE RACK <br />EX. BUILDING 6" <br />6" f <br />PROPOSED 1-1/2'' 0. D. <br />STEEL PIPE HANDRAIL <br />(POWDER COATED) <br />PROPOSED <br />BASE PLATE <br />(SEE DETAIL) <br />COMPACTED SUBGRADE <br />'U' CHANNEL DETAIL <br />NO SCALE <br />1 —1/2"� <br />PROPOSED <br />CONCRETE <br />SIDEWALK <br />6" <br />3" <br />PLAN VIEW <br />NOT TO SCALE <br />COMPACTED <br />SUB —GRADE <br />1-1/2" <br />RAMP HANDRAIL DETAIL <br />NOT TO SCALE <br />BICYCLE RACK DETAIL <br />NOT TO SCALE <br />2' <br />A <br />6' <br />HIGHLAND PRODUCTS <br />GROUP <br />3 BIKE WAVE RACK <br />#526-1001 OR EQUAL <br />HEAVY 2-3/8" OD <br />4' <br />2' <br />1/4" PER FOOT <br />CDOT CLASS 5 <br />OR 6 AGGREGATE <br />BASE COURSE <br />COMPACTED SUBGRADE <br />2' <br />1/4" PER FOOT <br />4' VALLEY PAN DETAIL <br />NO SCALE <br />RED HEAD TRUBOLT <br />WS-1242G (4) <br />PL j" x 6" DIA. <br />BASE PLATE DETAIL <br />NOT TO SCALE <br />PROPOSED <br />BASE PLATE <br />(SEE DETAIL) <br />HOT -DIP GALVANIZED <br />STEEL PIPE <br />SURFACE MOUNT <br />USING BOLTS <br />EMBEDDED INTO <br />CONCRETE PAD <br />(PER MANUFACTURER'S <br />SPECIFICATIONS) <br />12" <br />A <br />0 <br />2% <br />M CH EXISTING <br />EDGE OF SIDEWALK <br />NOTES <br />1. CONCRETE FOR SIDEWALK SHALL BE 6" THICK CLASS 1 <br />CONCRETE. <br />2. MEDIUM BROOM FINISH ON ALL EXPOSED SURFACES. <br />3. TOOLED JOINTS SHALL BE NOT MORE THAN 5 FEET NOR <br />LESS THAN 4 FEET. <br />4. CONTRACTOR TO PROVIDE STAMPED ENGINEERING SHOP <br />DRAWINGS FOR ALL RAILINGS AND CONNECTIONS. <br />14-3/4" <br />10" <br />A <br />a <br />CD <br />M <br />r <br />1 <br />' I I ,l 1 l l—III --III--!III !_m 1, I <br />III -III -I 11=-I 1 l=i 11-11 I-i <br />BICYCLE RACK DETAIL <br />NOT TO SCALE <br />5825 E. Maplewood Avenue <br />Centennial, Colorado 80111 <br />PH: (303) 615-9123 <br />web: dulaneyarchitecture.com <br />NOTE TO CONTRACTORS: <br />No work shall be performed <br />until all plans are approved <br />by the local jurisdiction. <br />The architect & engineers <br />shall not be responsible <br />for any work performed <br />prior to the issuance of <br />permits. <br />REVISION DATE: <br />MARK ( DATE I DE"IIK"1N1 <br />15/20/22 RE -SUBMITTAL <br />6/29/22 RE -SUBMITTAL <br />7/29/22 RE -SUBMITTAL <br />8/02/22 RE -SUBMITTAL <br />JOB NO.: 202 1 —86 <br />DRAWN BY: MAB <br />CHECKED BY: CWK <br />ISSUED DATE: 08.02.2022 <br />