standard construction details - The Management System Parking Lot

1 1 C L A T 1 "USUAL 4’-6" - MAX. 5’-0"6"VARIABLE6"73 ’ - 1 ’ -BARS B6"BAR AINLET OPENING L IN INCHESW A R P T O S U I TMORTAR FINISH TROWELED TO ASMOOTH HARD SURFACESECTION B-BC18"BAR CPIPE4"7BARS AUSUAL 4’-6" - MAX. 5’-0"VARIABLE6"NORMAL SLOPE " /CONFORMS TOPARKWAY SLOPEPIPEBARS C5"76" 2’-0" 6"12"74"8"12"1" RBAR GPAVING3’-0" 36, 48 & 60SECTION C-CPAY LINEINCH INLET8"A1" LETTERINGR A I SKEY HOLE1" LETTERSR A I SPICK HOLE& "DRAINPLAN OF COVERSTORM9A! " D I A .1 1" 1"A-A21BRONZE BOLT W/ BRASS SPRING8’ INLET10’ INLET9"BCURBCD6’ INLET7’-0"12"GUTTERPIPEPROVIDE EXPANSION JOINTSALONG BLOCKOUT EDGES FORCONCRETE STREETS9’-0"11 ’-0"6" 6"9"CDCORRECTIONS IN PAVING VARY FOR EACH INLET.THE LIMITS OF REMOVING AND REPLACING OFPAVING WILL BE DETERMINED BY THE ENGINEERAND WILL BE MEASURED AND PAID FOR AT THE2’-4"6" 6"3’-4"12" " E XMATERIALGUTTERB4"A1" LETTERSR A I SKEY HOLEA1" LETTERSR A I S7& "PICK HOLEDRAINSTORMPLAN OF COVERA! " D I A .1"1"1A-ASCALE IN INCHES0 3 611BRONZE BOLT W/ BRASS SPRING4’-0"36" INLETCONTRACT PRICE BID PER SQUARE YARD.6"5’-0"6’-0"INLET OPENING L IN INCHES6" 6"48" INLET60" INLETSCALE IN INCHES0 3 6PLANPROVIDE STREET JOINTS TO LINE UP WITH EDGES AS SHOWNINLET OPENING L IN FEETBARS BBARS B6’ INLET7’-O"3’-0"2’-0"BBARS AB8’ INLET10’ INLET6"9"9’-O"11’-O"INLET OPENING L IN FEET6"212"MIN.6"BAR G3"BARS C3"2 64"1" R7 4"7TOP OF CURBFLOW LINE OF GUTTER1SECTION OF FRAME4"CINLET FRAME AND COVERREINFORCING PLANC4’-0"5’-0"6’-0"INLET OPENING L IN INCHES6" 6"36" INLET48" INLET60" INLETSECTION OF FRAMEINLET FRAME AND COVER26"UP GRADEUSUAL 10’ UP GRADEDO NOT INCLUDE SPECIALCURB & GUTTER IN THISWING IN UNIT PRICE BIDFOR INLETUSUAL 4’-6"MAX. 5’-0"VARIABLE6"DOWN GRADEUSUAL 10’ DOWN GRADEDO NOT INCLUDE SPECIALCURB & GUTTER IN THISWING IN UNIT PRICE BIDFOR INLETABUSUAL 10’-0"12" GUTTER3’-0"2’-0"6" 6"18"INLET OPENING L IN INCHES12" 12"PIPEBCURBUSUAL 10’-0"A2’-6"2’-6"2’-6"#5 BARS A2’-9"2’-9"2’-9"36" INLET - 4 REQD.#5 BARS B6" 6"48" INLET - 4 REQD.60" INLET - 4 REQD.36" INLET - 4 REQD.48" INLET - 6 REQD.60" INLET - 8 REQD.521 ’ -32"7#3 BARS H6’ INLET 3 REQ’D.8’ INLET 4 REQ’D.10’ INLET 4 REQ’D.SECTION A-A1" R1"4"7BAR GBAR C16"11’-4"3 3" 3"14112’-4"3BAR H #3DIAM. @18" C-C6" 4"18"BARS DBARS ABAR BBAR D BAR D BAR CBAR DBAR ABAR HBAR CPROVIDE EXPANSION JOINTS " E XALONG BLOCKOUT EDGES FORCMATERIALCONCRETE STREETSCORRECTION IN PAVING VARY FOR EACH INLET. THE LIMITS OF REMOVING AND REPLACINGPAVEMENT WILL BE DETERMINED BY THE ENGINEER, AND WILL BE MEASURED AND PAIDFOR AT THE CONTRACT UNIT PRICE PER SQUARE YARD.PLANPROVIDE STREET JOINTS TO LINE UP WITH EDGES AS SHOWNONE EDGE OFINLET ONLY4’3’-9"4’-9"5’-9"#5 BARS C3’-0"#3 BARS G36" INLET - 2 REQD. 4’-9" LONG48" INLET - 2 REQD. 5’-9" LONG60" INLET - 2 REQD. 6’-9" LONG36", 48" & 60"& " 0REINFORCING STEEL DETAILS NOT TO SCALE3’-0"3"3’-0"3’-0"3’-0"6’ INLET - 10 REQ’D 3’-3" LONG8’ INLET - 13 REQ’D. 3’-3"LONG10’ INLET - 16 REQ’D. 3’-3"LONG#3 BARS A6’ INLET - 1 REQ’D. 4’-10" LONG8’ INLET - 1 REQ’D. 6’-10" LONG10’ INLET - 1 REQ’D. 8’-10" LONG#3 BARS B6’-8"8’-8"10’-8"SCALE IN INCHES0 4 8 126’ INLET - 15 REQ’D. 7’-8" LONG8’ INLET - 15 REQ’D. 9’-8" LONG10’ INLET - 15 REQ’D. 11’-8" LONG1" RBARS F @ C BARS D @ CORS.LALTERNATESECTION D-D( SEE STD. SEC. D-D BELOW )N O R M A LSLOPEBARS C4"BAR D2"2"2"2"BAR F1’-8"1’-8"1’-8"2’-2" 2’-2"2’-8" 2’-8"REINFORCING PLANALTERNATE9"BARS A SPACED 9" CTRS.BAR D1’-8"2"BAR B6’ INLET2"8’ INLET2"10’ INLET2"4"77UP GRADEUSUAL 10’ UP GRADEDO NOT INCLUDE SPECIALCURB & GUTTER IN THISWING IN UNIT PRICE BID FOR INLET4"6"4’-036" INLET5’-0"48" INLET6’-0"60" INLETINLET OPENING L IN INCHES6" 6"18"1" R 1" R TOP OF CURBFLOW LINE OF GUTTER7USUAL 4’-6"MAX. 5’-0"VARIABLE6"DOWN GRADESPECIAL CURB & GUTTERUSUAL 10’ DOWN GRADEIN THIS DISTANCE IS ADO NOT INCLUDEPART OF THE INLETSPECIAL CURB &GUTTER IN THIS WINGIN UNIT PRICE BID FORINLETSECTION A-A36, 48 AND 60 INCH INLETS2"STANDARDCURB & GUTTER71’-6"6"6"FACE OF CURB#4 BARS C6’ INLET - 5 REQ’D. 4’-8" LONG8’ INLET - 5 REQ’D. 4’-8" LONG13.5" R6" RDETAIL FOR SHALLOWDEPRESSION INLETSNOTES APPLICABLE TO ALL INLETS:1. LATERAL PIPE MAY ENTER INLET AT ANY LOCATION.REINFORCEMENT, STRUCTURAL STEEL AND CASTINGS SHALL CONFORM TOTHE SPECIFICATIONS.2. GENERAL NOTES 1-10 ON SHEET 2003 ALSO APPLY3. T O P O F I N L E T S L O P E S H A L L C O N F O R M T O4. CONCRETE FOR INLET TOPS SHALL BE CLASS HAND FINISH CONCRETE (4500 psi) WHENUSED IN STREETS AND ALLEYS.5. ALTERNATE CONSTRUCTION .10’ INLET - 5 REQ’D. 4’-8" LONG#4 BARS D3’-6" 1 REQ’D.6’,8’, & 10’ INLETSNO SCALE#4 BARS F3’-0"6’, 8’ &10’ INLETS& " 0#3 BARS G1" RALTERNATE PRECAST INLETS MAY BE APPROVED ON AN INDIVIDUAL BASIS PRECAST INLETSSHALL BE OF EQUAL OR BETTER STRENGTH MATERIAL, AND WORKMANSHIP AND SHALL MEETTHE STANDARD DESIGN CRITERIA OF THE CAST-IN-PLACE INLETS SHOWN IN THESE DETAILS.6. THE INLET FRAME & COVER SHALL BE AT THE SAME END OF INLET AS101PIPE LATERAL.SCALEFEET7. PROVIDE SHEET JOINTS IN INTEGRAL CONCRETE STREET PAVEMENT AS SHOWN.9" OR 12"P A Y L IN E34" 4"BAR G1BAR C1 331 ’BAR G6" R93744"BARS C3"212’-4"25"1 36" RPIPEBAR H18"2’-4"6" 6"3’-4" 6’, 8’ & 10’ INLETSSECTION C-CS5x101 6"BARS F @ C- BARS D @ COR’S.LSECTION D-DFOR STANDARD INLETSVARIABLE6"BAR DUSUAL 4’-6" - MAX. 5’-0"BAR DBARS C110"PIPE1BAR D REAR WALLBAR F FRONT WALL @ C LWARP TO SUIT CONDITIONS " M O R T A R F I6,8 & 10 FT. INLETSCALE IN FEET0 1 2 3TO A SMOOTH HARD SURFACEINLET OPENING L IN FEETSECTION B-BAPPROVEDDATE:DRAINAGE DETAILS36, 48, AND 60 INCH INLETS12"12"12"6"6, 8 AND 10 FOOT INLETSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 11997BARS C12"DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONVARIABLE6"USUAL 4’-6"-MAX. 5’-0"2004