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Boulder County, CO <br />03982605 <br />4of8 <br />MAR 2015 <br />6" <br />T_L <br />6" <br />2' <br />13"R <br />TYPICAL CURB & GUTTER <br />AT DRIVEWAY <br />2,. <br />2' <br />J <br />14 R <br />VERTICAL CURB & GUTTER <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 />MEDIAN CURB & GUTTER <br />REVISIONS City of <br />DATE BYis <br />Louisville <br />c>I,o COLORADO - SINCE 1882 <br />1 }" <br />43" <br />DEPARTMENT OF PUBLIC WORKS <br />CURB & GUTTER <br />G:hMTANDAROS BETAILEPOETAILVSTREETE8 CURB & GUTTEa.6WC <br />GRADE POINT 1" R_ , 6' <br />H <br />ROADWAY <br />9 4" <br />3"- <br />• <br />• <br />4 <br />6" <br />SCORE LINE <br />6" <br />44" <br />DRAWN BY: ML JAN 94 <br />APPROVED BY; CMD MAR 15 <br />SHEET <br />58 OF 74 <br />_ CROSS SLOPE 2% MAX ('1.5% DESIGN) <br />a 4 y <br />• <br />NOTES. <br />1. "H" SHALL BE 6" FROM FINISHED ROADWAY <br />GRADE UNLESS OTHERWISE SPECIFIED <br />SIDEWALK WITH INTEGRAL CURB <br />NOT TO SCALE <br />BLUE <br />* WHITE <br />3" STROKE WIDTH <br />HANDICAP PAVEMENT <br />MARKING DETAIL <br />NOT TO SCALE <br />IR7-5-161 <br />R7-5-16 <br />MOTORCYCLE <br />PARKING SIGN <br />(12" X 18") <br />12" <br />I <br />NoioAcraE <br />B <br />A_ <br />MIN. <br />PLAN VIEW <br />TABLE-1 <br />TYPE OF LENGTH OF <br />WALK PLATE <br />4' ATTACHED 4' - 4" <br />8' ATTACHED 8'-4" <br />4' DETACHED VARIES <br />EXPANSION JOINT <br />ISOMETRIC VIEW <br />REVISIONS <br />DATE BY <br />MAR 2015 CMD <br />A <br />Al <br />EXPANSION JOINT <br />�— 6' MIN. �rt <br />LCity of <br />Louisville <br />COLORADO - SINCE 1882 <br />S' MIN. <br />NOTE: SEE SHEET 60 FOR SECTIONS <br />DEPARTMENT OF PUBLIC WORKS <br />SIDEWALK CHASE <br />GISTAPEIARDS DEMAILSIDETAILSIBTREET' * SIDEWALKCNASE-OWG <br />9- P Ir(t WHITE SIGN WITH <br />GREEN BORDER <br />& GREEN WORDING <br />II' <br />�l <br />GROUND <br />MOUNTED <br />POST <br />PARKING SIGN DETAIL <br />NOT TO SCALE <br />SIGNS FOR ACCESSIBLE PARKING SHALL: <br />DRAWN BY. ML JAN 94 <br />APPROVED BY. CMD MAR IS <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 WLTHIN 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 />1HEWED <br />PAH M <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 />A <br />FESEFED <br />PRIM <br />co <br />rI <br />CO (( Acalkuil <br />SHEET <br />6"VERT.C&G <br />8" <br />6', } <br />f <br />1 <br />61 <br />1 i" <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 />1" EXPANSION <br />JOINT <br />E MIN. <br />E= 8" WHEN FLOW IS FROM GUTTER <br />E= 6" WHEN FLOW IS TO GUTTER <br />REVISIONS <br />DATE BY <br />MAR 2015 CMD <br />59 OF 74 / >4 <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 />MEM <br />PAHKNCG <br />41/4110. <br />i r <br />ELECTRIC <br />vEHICI E <br />PARKING <br />ONLY <br />" EXPANSION <br />JOINT <br />LENGTH (SEE TABLE-1 SHEET 59) <br />2.0% <br />MIN. 1.0% _ <br />SECTION A A <br />FLOW FROM GUTTER <br />2.0% <br />2.0% <br />SECTION A -A <br />FLOW TO GUTTER <br />{ <br />VARIES <br />WO <br />4" MIN. <br />2E + WIDTH OF OPENING <br />SECTION B-B <br />12"MIN. <br />4f <br />SLOPE <br />VARIES <br />318" D NON CORROSIVE MACHINE <br />SCREW- COUNTER SINK - FLUSH (12" <br />O.C. BOTH SIDES) <br />3' EXPANSIO <br />JOINT <br />45°' <br />2"x2"x114" G/ LVANIZED <br />ANGLE SUPPORT (BOTH SIDES) <br />MULTIPLE CHASE <br />WHEN OPENINGS ARE LARGER THAN 18" <br />City of <br />L <br />Louisville <br />COLORADO - SINCE I R82 <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 />DEPARTMENT OF PUBLIC WORKS <br />SIDEWALK CHASE SECTION <br />DS3TANDARDS DETAJL9DETAODSTREE1160 SIDEWALK CHASE SECTION -DWG <br />ELECTRIC VEHICLE <br />PARKING ONLY <br />(18" X 18") <br />HANDICAP & EV SI GN AGE DETAIL, <br />NOT TO SCALE <br />N <br />li <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 1S <br />2' <br />SHEET <br />60 OF 74 <br />1/8" R <br />PARKING <br />13 <br />1" PER FT. 1r8"R <br />--I—, LANDSCAPING <br />COMPACTED SUBGRADE <br />FLUSH CURB DETAIL <br />NOT TO SCALE <br />PROPOSED BIKE RACK <br />6" <br />r.1', 6" <br />EX. BUILDING _ 6.111 <br />PROPOSED 1-1/2" 0. D. <br />STEEL PIPE HANDRAIL <br />(POWDER COATED) <br />2' <br />6') /"" <br />/ . /// /ice\ <br />COMPACTED SUDGRADE <br />'U' CHANNEL DETAIL <br />NO SCALE <br />1-1 f2"- <br />6" <br />3" <br />PLAN VIEW <br />NOT TO SCALE <br />COMPACTED <br />SUB —GRADE <br />RAMP HANDRAIL DETAIL <br />NOT TO SCALE <br />BICYCLE RACK DETAIL <br />NOT TO SCALE <br />2' <br />4 <br />6' <br />r <br />HIGHLAND PRODUCTS <br />GROUP <br />3 BIKE WAVE RACK <br />#526-1001 OR EQUAL <br />HEAVY 2-3/8" OD <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 />2' <br />1/4" PER FOOT <br />COOT CLASS 5 <br />OR 6 AGGREGATE <br />BASE COURSE <br />COMPACTED SUB GRADE <br />7. <br />4' <br />2' <br />as- <br />1/4" PER FOOT <br />4' VALLEY PAN DETAIL <br />NO SCALE <br />RED HEAD TRUBOLT <br />W5 "1242G (4) <br />LPL " x 6" DIA. <br />ii <br />BASE PLATE DETAIL <br />NOT TO SCALE <br />0 <br />2% <br />1- <br />M H EXISTING <br />EDGE OF SIDEWALK <br />NO TE <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 />BO- <br />rft.1 I i I I I <br />BICYCLE RACK DETAIL <br />NOT TO SCALE <br />10 <br />DULANEY <br />architecture <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 />MMYIM & I win 1117Ca141wi1uit <br />5/20/22 RE —SUBMITTAL <br />6/29/22 RE —SUBMITTAL <br />7/29/22 RE —SUBMITTAL <br />B/02/22 RE —SUBMITTAL <br />PROJECT TITLE <br />f. <br />Q <br />CD <br />00 <br />0 <br />Q <br />w <br />Z J <br />C.] � <br />ict <br />CO d <br />J <br />JOB NO.: 2021-86 <br />DRAWN BY: MAR <br />CHECKED BY: CWK <br />ISSUED DATE: 08.02.2022 <br />SHEET TITLE <br />DETAILS <br />SHEET NUMBER <br />4 <br />