standard construction details - The Management System Parking Lot

7 ’ - DOWNSTREAMUPSTREAM5 ’ DOWNSTREAMVARIES- 4’-0" TO 5’-0"VARIES - 6’-0" TO 10’-0"VARIES - 4’-0" TO 5’-0"4"614"615 ’6 ’UPSTREAMVARIES - 6’-0" TO 10’-0"TOP OF CURBTOP OF CURBGUTTER FLOW LINEGUTTER FLOW LINEDO NOT INCLUDE VARIABLE HEIGHT CURBIN UNIT PRICE BID FOR INLETDO NOT INCLUDEVARIABLE HEIGHTCURB IN UNIT PRICEBID FOR INLETAT CURB FACE.DO NOT INCLUDE VARIABLE HEIGHT CURBIN UNIT PRICE BID FOR INLETDO NOT INCLUDEVARIABLE HEIGHTCURB IN UNIT PRICEBID FOR INLETAT CURB FACE.LATERALLATERALSECTION C-C1 01 2SECTION F-F1 01 2SCALEFEETSCALEFEET8 ’ -6"7 ’ -6"6" 6"6"4"613 BARS A6"TOP OF CURB4"613 BARS ATOP OF CURBFLOWFLOWFLOWFLOW3/4" X 4" MCH. BOLTS3/4" X 4" MCH. BOLTS5’-0"4’-6"2’-6" WF 15.5-2’-8" LONG1/2" MORTAR FINISH, TROWEL TO ASMOOTH HARD SURFACE5’-0"4’-6"6" WF 15.5- 2’-8" LONG " M O R T A R FTO A SMOOTH HARD SURFACE1’-0"LATERAL1’-0"LATERAL6"SECTION B-BSECTION E-E1 01 2SCALEFEET6"1 01 2SCALEFEETDO NOT INCLUDE VARIABLE HEIGHT CURB8 ’ -DO NOT INCLUDEVARIABLE HEIGHTDO NOT INCLUDE VARIABLE HEIGHT CURBIN UNIT PRICE BID FOR INLET.6 ’DO NOT INCLUDEVARIABLE HEIGHTCURB IN UNIT PRICEBID FOR INLET.IN UNIT PRICE BID FOR INLET.CURB IN UNIT PRICEA8 BAR BBID FOR INLET.D6 BARS B3 BARS A3 BARS A6"6"6"CURB3’-0"1’-6" 6"BBCURBSTANDARD INLET GRATESAND FRAMES. SEE PAGE 2010.3’-0"1’-6"EE6"6"C5 BARS GAPLAN VIEWCPROVIDE ONE STREET OR ALLEY SAWED DUMMY ORCONSTRUCTION JOINT IN LINE WITH EDGE OF EACH INLET.PROVIDE ONE STREET OR ALLEY SAWED DUMMY ORCONSTRUCTION JOINT IN LINE WITH EDGE OF INLET FOREVERY TWO INLETS ADJACENT TO EACH OTHER .FDPLAN VIEW1 01 2F3 BARS G1 01 2SCALEFEETEXPANSION JOINT3 BARS ADEPRESSION OFGRATES TO SUITCONDITIONS.4"6" R.1’-0"1 /2" R.SCALECAST WITH CURB6 BARS BFEET6"STEEL DETAIL8’-8" - TRIPLE GRATE INLET5’-11" - DOUBLE GRATE INLET3 BARS ADEPRESSION OFGRATES TO SUITCONDITIONS.4"6" R.1’-0"1 /2" R.CAST WITH CURB6 BARS BGENERAL NOTES:1. PROVIDE EXPANSION JOINTS ALONG EDGES OF ALLSTREET PAVEMENT BLOCKOUTS.2. CONCRETE FOR INLET TOPS SHALL BE CLASS A HANDFINISH CONCRETE (4500 psi) WHEN USED IN STREETSAND ALLEYS.3. TYPE " L " GRATES SHALL BE USED AS SHOWN ONSHEET 9010.BARS A - #5 BAR, 9’-8" LONG ( TRIPLE GRATE INLET )6’-11" LONG ( DOUBLE GRATE INLET ),4. LATERAL MAY ENTER INLET AT ANY GRADE, ANGLE OR3 REQUIRED.LOCATION. INCLUDE IN UNIT PRICE BID FOR STANDARD5 BARS G3 BARS GSEE SHEET 2004 FOR#STEEL DETAILS FORWALLS & BOTTOMGRATE INLET COMPLETE IN PLACE ALL ITEMS, INCLUDINGEXCAVATION.5. REINFORCING STEEL AND CASTING SHALL CONFORM4’-6"5’-0"SEE SHEET 2004 FOR#STEEL DETAILS FORWALLS & BOTTOM2’-0"5"4’-6"5’-0"SEE SHEET 2010 FORTO THE SPECIFICATIONS.6. EXTRA DEPTH OF INLETS WILL BE DIMENSIONED ON PLANS.A SEPARATE BID ITEM PER FOOT OF EXTRA DEPTHWILL BE PROVIDED. STEPS WILL BE REQUIRED.2 STANDARD FRAME DETAIL7. PROVIDE STREET AND ALLEY JOINTS AS SHOWN FORAND SHEET 9010 FORINTEGRAL CONCRETE PAVEMENT.22GRATE DETAILS.BARS B - #5 BAR, 3’-9" LONG, 8 REQUIRED ( TRIPLESEE SHEET 2010 FORGRATE INLET ) ; 6 REQUIRED ( DOUBLESTANDARD FRAME DETAILGRATE INLET )AND SHEET 9010 FORAPPROVEDGRATE DETAILS.DIRECTOR OF PUBLIC WORKS & TRANSPORTATION1’-3"DATE:6"6"DRAINAGE DETAILS6" 2’-0"6"6"6" 2’-0"6"DOUBLE GRATE INLET3’-0"3’-0"TRIPLE GRATE INLETSECTION A-A1 01 2SCALEFEETBARS G - #3 BAR, 1’-3" LONG, 5 REQUIRED ( TRIPLEGRATE INLET ) ; 3 REQUIRED ( DOUBLEGRATE INLET )SECTION D-D1 01 2SCALEFEETDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119972002