standard construction details - The Management System Parking Lot

1 STEEL SCHEDULE FOR 14-FOOT INLETSBARCODEABNO.REQ’D1210BARSIZE44LENGTH16’-1"11’-2"SPACE*2WEIGHT(LBS.)12979DESCRIPTION AND REMARKSSEE DETAILSSEE DETAILS**WALLS 13" CTR.BOTTOM 12" CTR.SEE SECTION "EE"ALTERNATE CONSTRUCTIONALTERNATE PRECAST INLET BOTTOMSMAY BE APPROVED ON A INDIVIDUAL BASISFOR INLETS IN STREETS AND ALLEYS ONLY.A15"15"MINCINLET COVERD15’-0"6’-8" 6’-8"6" 8" 6"6"ACD142444 ’1 4 ’18"8"4519SEE DETAILSSEE DETAILSSEE SECTION "BB"PRE-CAST INLETS SHALL BE OF EQUAL ORBETTER STRENGTH, MATERIAL AND WORK-MANSHIP, AND SHALL MEET THE STANDARDDESIGN CRITERIA OF THE CAST IN PLACEINLETS SHOWN IN THESE DETAILS.USUAL 10’-0"FRAME3’-6"USUAL 10’-0"FGHJK71541224343416’-1"3’-9"4’-7"3’-0"3’-0"**12"416"*752813144.00SEE DETAILSSEE DETAILSSEE DETAILSSEE DETAILSSTRAIGHT BARS****SEE SECTION "CC"SEE SECTION "BB"SEE SECTION "EE"SEE SECTION "BB" " E XMATERIALEXPANSIONJOINT " E X P A N S I4’-0"MIN. 50^12"MINCD " C HAROUND OPENINGPAY LINEPROVIDE STREET SAWED DUMMY ORCONSTRUCTION JOINTS IN LINE WITH12" 6" " E X P A N S I " E XMATERIALEXPANSIONJOINTU533’-9"98SEE DETAILSPLAN VIEWEDGE OF INLET WALLSPROVIDE STREET SAWED DUMMY ORCONSTRUCTION JOINTS IN LINE WITH BLOCKOUTTOTAL STEEL FOR 4’-6" STANDARD DEPTH INLET.415 LBS.EDGES FOR INTEGRAL CONCRETE PAVEMENTWEIGHT OF STEEL MAY VARY WITH INCREASED10’ MAX15’-0"10’ MAXDEPTH OF INLET BY AN AVERAGE OF 17.5 LBSP E R E A C H F O O TVARIABLE HEIGHT CURBVARIABLE HEIGHT CURB5.25 CUBIC YARDS OF 3000 P.S.I. CONCRETEREQUIRED PER STANDARD INLETB6’-8" 6’-8"6" 8" 6" " E X P A N S I " E X P A N S IC O N C R E T E F O R E A C HBARS "H"48BARS "A" 14’-8"OF DEPTH 0.32 CU. YD.84BARS "H"3’-9"BARS"B"4’-3"1BARS"C"CL4" 4"BARS"U"7’-6"6"4"INLET DEPTH MAY VARY AS SHOWN ONPLANS OR AS DIRECTED BY THE ENGINEER4’-6"STANDARD DEPTHBVARIABLE HEIGHT CURB NOT PART OF INLET,HOWEVER MAXIMUM LENGTH WILL BE USEDWHEN INLET IS LOCATED IN SAG.VARIABLE HEIGHT CURB LENGTH MAY VARY ASDIRECTED BY THE ENGINEER AND WILL BEGOVERNED BY STREET GRADE.BARS "F" 14’-8"BARS "H" 3’-2"3’-2"1CL1’-7"SECTION A-AFALSE BOTTOM WITH WARPED INVERTTROWELED TO A SMOOTH HARD SURFACE,S L O P E D F R O M "FIT CONDITIONS.1BARS"H"BARS BBARS U BARS A BARS B4"113’-5"BARS"D"3812"424"23"8"BARS"B"CONSTRUCTIONJOINT2"CLBARS KBARS CBARS DEE360^6"4BARS"C"6"173^45"*342BARS"G"2" 2"BARS"A"6"BARS GBARS F6R=5"2"CL5"BARS"U"BARS"J"14"SECTION E-E & HALF SECTION ELEVATIONBARS JBOTTOMBAR DETAILSUSUAL 4’-0"1’-6" 12"CTRBARS GTOPSECTION B-BPLANNO SCALEEXPANSIONJOINT " E XMATERIAL12"CORNER RADIUS 1"15"1’-6"4 3 4 2 21 CL8"82" CL4"12"15"1 CL2" CL4"PAVEMENTREINFORCEMENT9"PAY LINE2"CL6"BARS A6"2"CLR=12’1CL6" 5"BARS FBARS DBARS CBARS G1’-6"1 CONSTRUCTION JOINTBARS A1BARS JBARS BBARS B1CL8"6"1’-7"USUAL 5’-0"9"PAY LINE2"CLBARS A6"2"CLR=12’1CL6"BARS F1BARS JBARS BBARS DBARS CBARS GBARS UBARS HBARS ABARS B8"6"1’-7"USUAL 5’-0"GENERAL NOTES1. CONCRETE FOR INLET CONSTRUCTION SHALL BE CLASS HANDFINISH CONCRETE (4500 psi) WHEN USED IN STREETS AND ALLEYS.2. DIMENSIONS RELATING TO PLACEMENT OF REINFORCING BARSARE FROM CENTER TO CENTER OF BARS UNLESS OTHERWISENOTED. BAR SPLICES ARE PERMISSIBLE IF BARS ARE TIEDAND OVERLAPPED 30 DIAMETERS.3. PIPE LATERALS MAY ENTER INLET AT SIDES OR ENDS.4. STRUCTURAL EXCAVATION WILL NOT BE A SEPARATE PAYITEM.5 . C H A M F E R A L L E X P O S E D E D GAPPROVED6. INLET COVER & FRAME SHALL BE AT THE SAMEDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONEND OF INLET AS PIPE LATERAL.DATE:7. SEE SHEET 2001 FOR SIDEWALK ADJACENT TO INLET DETAIL.8. PROVIDE STREET JOINTS AS SHOWN FOR INTEGRAL CONCRETEDRAINAGE DETAILSPAVEMENT."14-FOOT" CURB INLETPERMISSIBLE9. PROVIDE EXPANSION JOINTS ALONG EDGES OF ALL STREETPAVEMENT BLOCKOUTS.STANDARD DEPTH 4-FEET 6-INCHESCONSTRUCTIONJOINT2"CL6"2"CL6"10. EXTRA DEPTH INLETS WILL BE DIMENSIONED ON PLANS.DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION6"2’-6"6"3’-6"6"2’-6"6"3’-6"A SEPARATE BID ITEM PER FOOT OF EXTRA DEPTH WILLBE PROVIDED. STEPS WILL BE REQUIRED IN THIS CASE.CITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.SECTION C-CSECTION D-DAPRILC.O.D. A.B.&A. 251D 119972003