12.07.2015 Views

standard construction details - The Management System Parking Lot

standard construction details - The Management System Parking Lot

standard construction details - The Management System Parking Lot

SHOW MORE
SHOW LESS
  • No tags were found...

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

DOUBLE LEG STREETSCAPE SIGNAL FOUNDATIONSINGLE LEG STREETSCAPE SIGNAL FOUNDATION12.50" 7" 21.00" 7"3"12.50"36.69"} " D R I L L E D8.50"6"8.50"8"3"6"ANCHOR BOLT TEMPLATE4"ANCHOR BOLT( " X 2 4 " W / 3 " " X 11"STRAPSCONDUIT18" MIN.2" CONDUIT WITHSTANDARD ELBOWCLCL136"48"CONCRETE( 3000 P.S.I. )NO. 4 BARSNOTE:7" 21"7"39"TOP VIEWANCHOR BOLT TEMPLATEANCHOR BOLTS SHALL BE PROVIDED BY CITY OF DALLASALL OTHER MATERIAL, INCLUDING ANCHOR BOLTTEMPLATES, SHALL BE PROVIDED BY THE CONTRACTOR.15" BOLTDIA. CIR." X 8 ’STEEL GROUND & CLAMP3"48"60.00"FRONT VIEW3"3"FOUR 1" X 40" ANCHOR BOLTSBENT AS SHOWN 6" THREADEDWITH LEVELING NUTS.3"NOTE: 2" CONDUIT SHALL BESTUBBED UP FROM FLUSHTO 8" ABOVE FOUNDATIONTOP.36"NOTE: 2" CONDUIT MUST BE CENTEREDIN FOUNDATION1"24.50"8 NO. 4 BARS AT 8" C. C.TOP & BOTTOMTOP VIEW60"11"CONDUIT SHALL BE CENTEREDIN AN AREA NOT TO EXCEED5" X 14"36"" OFOR CONDUIT SIZEFRONT SEE VIEW INTERSECTIONLAYOUT24.50"GROUND RODTEMPORARY CIRCULARSTEEL TEMPLATE3"8 NO. 4 BARS AT 8" C. C.CONDUITTOP & BOTTOMGROUND LEVEL2"3"SPIRAL CAGE25" O60.00"TOP VIEWVERTICAL BARS24" MIN.8- # 9’SNOTES1 . A " T H I C K S T E E L P L A T E T E M P L A T E WDIA. SHALL BE USED TO ACCURATELY POSITION ANCHOR BOLTS.2. CONCRETE USED FOR FOUNDATIONS SHALL BE EITHER CLASS A OR CLASS C AS DEFINED INTHE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS "STANDARD SPECIFICATIONS FORR1PUBLIC WORKS CONSTRUCTION" ITEM 7.4.5.R23. ALL ANCHOR BOLT HOOKS SHALL BE POINTED TOWARDS THE CENTER OF THE FOUNDATIONS.4. ALL CONDUITS PLACED IN A FOUNDATION SHALL BE ORIENTED AS INDICATED ON THEGROUNDRODINTERSECTION CONDUIT LAYOUT.5 . E A C H A N C H O R B O L T S H A N K S H A L L P RCONC. SURFACE.6. ALL STEEL REINFORCEMENT BARS SHALL BE OF INTERMEDIATE GRADE.ANCHOR BOLTSCIRCULAR STEEL TEMPLATEFOR ANCHOR BOLTSSPIRAL - 2 FLAT TURNSTOP AND 1 FLAT TURNBOTTOM.SEE SECTION TABLEFOR SIZE.VERTICAL BARS - SEE1’-0"PITCHSECTION TABLE FORSIZE AND NUMBER.30" SHAFT OTYPE OF POLEANDMAST ARMFOUNDATIONTYPEDRILLEDSHAFTDIAMETERREINFORCEMENTSTEELVERT SPIRALBARS & PITCHDRILLEDSHAFTDEPTHANCHORTEMPLATEANCHOR BOLT-BOLTINSIDE OUTSIDEQUANTITY ANDCIRCLE RADIUS RADIUSDIMENSIONDIAMETER R1 (MIN) R2 (MIN)APPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONTYPE 1 & 2 POLEW/ 15’,20’ OR 25’MAST ARM78430"8-#9’S#3 AT 9"8’-0"( 4 ) -54" X 6" HOOK22"7"13"TRAFFIC SIGNALSTYPE 1 & 2 POLEW/ 30’, 35’ OR 40’MAST ARM78530"8-#9’S#3 AT 9"10’-0"( 4 ) -54" X 6" HOOK22"7"13"FOUNDATION DETAILSTYPE 1 & 2 POLEW/ 45’ OR 50’MAST ARMTYPE 3 PEDESTALPOLENO MAST ARM78678730"30"8-#9’S #3 AT 9"8-#9’S #2 AT 12"12’-0"5’-0"( 4 ) -54" X 6" HOOK( 4 )17" X 6" HOOK7" 22"13"12" 4 8"DEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119975002

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!