CONSTRUCTION PLANS BRIDGE REPLACEMENT PROJECT FOR CITY OF MEXICO BRIDGE ON HUNTINGFIELD ROAD

Transcription

1 UTLTY CONTACTS ELECTRC AMEREN MSSOUR WATER MSSOUR AMERCAN WATER CO TELECOMMUNCATONS AT&T (573) LEGEND X A Ell & cu., * "' $ 13 (j) ii! "' "' RON PN SET (TYPCAL) GREAT RVER WASTEWATER CTY OF MEXCO (573) NATURAL GAS AMEREN MSSOUR RON PN FOUND, AS NOTED CUT CROSS RGHT OF WAY MARKER "' STONE CONTROL PONT PERMANENT BENCHMARK CONTOUR MAJOR CONTOUR MNOR fiil...,- cf' DECDUOUS TREE, SZE AS NOTED [ CONFER TREE, SZE AS NOTED BUSH, SZE AS NOTED LGHT POLE POWER POLE ELECTRC RSER ELECTRC BOX ELECTRC METER GUT WRE ANCHOR PEDESTAL, AS NOTED SANTARY SEWER CLEAN OUT GRNDER PUMP SEPTC TANK SANTARY SEWER MANHOLE STORM SEWER MANHOLE TELEPHONE MANHOLE TELEPHONE RSER GAS VALVE GAS METER WELL WATER METER WATER VALVE FRE HYDRANT WATER HYDRANT N s RRGATON SPRNKLER HEAD RRGATON CONTROL VALVE MALBOX SGN POST FLAG POLE AR CONDTONNG UNT CABLE TV RSER BORE HOLE,AS NOTED SANTARY SEWER LNE FENCE CHAN-LNK WRE WOOD WOVEN WRE POLYVNYL ELECTRC LNE UNDERGROUND ELECTRC LNE TELEPHONE LNE UNDERGROUND TELEPHONE LNE CABLE TV LNE GAS LNE WATERLNE GAS & WATER LNE FBER OPTC LNE RRGATON LNE FORCE MAN LNE TREELNE E CONSTRUCTON PLANS BRDGE REPLACEMENT PROJECT FOR CTY OF MEXCO BRDGE ON HUNTNGFELD ROAD AUDPN COUNTY, MSSOUR TOWNSHP 51 NORTH, RANGE 9 EAST GENERAL LOCATON MAP DESGN DESGNATON FUNCTONAL CLASSFCATON= RURAL LOCAL A.D.T.-34 = <5 A.D.T.- 14 = <5 D =5% T = 1% V= 3 MPH SHEET NDEX!..f.B.!E!Q!::!.!::! L.!iQ COVER SHEET C1 BRDGE QUANTTES & TYPCAL DETALS C ROADWAY PLAN & PROFLE C3 GRADNG PLAN AND EROSON CONTROL LAYOUT... C4 ONE TO ONE... C5 BOX CULVERT DETALS... SS6 BOX CULVERT LAYOUT AND FENCE DETAL S7 RAL POST DETAL... S8 BLL OF RENFORCNG... S9-S1 TYPE "A" GUARDRAL... S11 GENERAL NOTES 1. CONSTRUCTON SHALL CONFORM TO THE LATEST APPLCABLE DESGN AND CONSTRUCTON STANDARDS OF THE GOVERNNG AUTHORTY, WHETHER T BE OF COUNTY OR CTY JURSDCTON, AND THE STATE OF MSSOUR, WHCHEVER TAKES PRECEDENCE.. AN NVESTGATON OF SUBSOL HAS NOT BEEN MADE FOR THS PROJECT. GROUND WATER AND ROCK MAY BE ENCOUNTERED N EXCAVATON. DEPTH TO GROUND WATER MAY VARY SEASONALLY. THE CONTRACTOR SHALL SATSFY HMSELF AS TO THE NATURE OF THE MATERAL TO BE EXCAVATED AND THE AMOUNT OF ROCK OR WATER TO BE HANDLED. THE CONTRACTOR SHALL NCLUDE N HS BD ALL COST N CONNECTON WTH EXCAVATON, DEWATERNG AND DFFCULTES ENCOUNTERED AND SHALL ASSUME FULL RSK THE CONTRACTOR SHALL BE RESPONSBLE TO FELD VERFY THE LOCATON AND DEPTHS OF ALL EXSTNG UTLTES, BOTH UNDERGROUND AND OVERHEAD, AND SHALL BE RESPONSBLE TO RECTFY ANY DAMAGES TO SAD UTLTES DUE TO HS OPERATONS. FOR CLOSURE OF THE ROADWAY DURNG CONSTRUCTON, THE CONTRACTOR SHALL NOTFY THE OWNER PROR TO NTERFERNG WTH PUBLC TRAVEL, AND COORDNATE TRAFFC CONTROL AND TME PEROD. THE CONTRACTOR SHALL PROVDE AND MANTAN SUTABLE AND SAFE TRAFFC CONTROL DEVCES N ACCORDANCE WTH THE "MANUAL ON UNFORM TRAFFC CONTROL DEVCES." N ACCORDANCE WTH GENERALLY ACCEPTED CONSTRUCTON PRACTCES, THE CONTRACTOR WLL BE SOLELY AND COMPLETELY RESPONSBLE FOR CONDTONS OF THE JOB STE, NCLUDNG SAFETY OF ALL PERSONS AND PROPERTY DURNG PERFORMANCE OF THE WORK. THS REQUREMENT WLL APPLY CONTNUOUSLY, AND NOT BE LMTED TO NORMAL WORKNG HOURS. THE DUTY OF THE ENGNEER OR OWNER TO CONDUCT CONSTRUCTON REVEW OF THE CONTRACTOR'S PERFORMANCE S NOT NTENDED TO NCLUDE REVEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, N OR NEAR THE CONSTRUCTON STE. ALL AREAS DSTURBED BY CONSTRUCTON, AND NOT NDCATED TO RECEVE ANY OTHER FORM OF SURFACE TREATMENT SHALL BE DRESSED AND SEEDED N ACCORDANCE WTH THE SPECFCATONS. (.) ::5 n::... ::J F- cr.: (f) LU (f) (f) cr.: n:: (() () _. > X u:: :: SHOWNG LOCATON OF COUNTY NOT TO SCALE MnH P-?.R1';7A

2 BOX CULVERT QUANTTES VARES- EXST. PAVNG WDTH TO 4' MNMUM DRVNG SURFACE.1'-" 1'-" TEM TOTAL REMOVAL OF EXSTNG STRUCTURE 1 EXCAVATON FOR STRUCTURE-UNCLASSFED 1 RENFORCNG STEEL (SUB) 5,69 CLASS B1 CONCRETE 18 TYPE ''A" GUARD RAL 68'-9" UNT L.S. L.S. LBS. C.Y. L.F. TACK COAT.5 GAUSQ.YD. SLOPE PER SECTON TEM ROADWAY QUANTTES TOTAL MOBLZATON 1 CLEARNG AND GRUBBNG 1 EXCAVATON FOR ROADWAY-UNCLA$SFED 19 EMBANKMENT N PLACE W/ COMPACTON 5 TACK COAT 147 " ASPHALT SURFACE 141 4" PLANT MX BTUMNOUS BASE COURSE 147 6" COMPACTED TYPE 1 AGGREGATE BASE 147 6" COMPACTED TYPE 1 AGGREGATE BASE (BEHND GUARDRAL) 9 4" CONCRETE SDEWALK 6.6 CONCRETE CURB AND GUTTER 4'-" FERTLZNG AND SEEDNG.8 TYPE MULCH.8 MOVEABLE BARRCADES 4 CONSTRUCTON SGNS 4 FENCE 53'-7 1/" EROSON CONTROL FENCE OR SOCK 19 DRANAGE AREA DESGN FREQUENCY DESGN DSCHARGE DESGN HGH WATER ELEVATON AT STRUCTURE 1 YEAR DSCHARGE HYDRAULC SUMMARY DATA TABLE DESGN FLOOD DATA 1 YEAR HGH WATER ELEVATON AT STRUCTURE 1 YEAR BACKWATER APPROACH ROADWAY OVERTOPPNG FREQUENCY UNTS LS. LS. C.Y. C.Y. S.Y. S.Y. S.Y. S.Y. S.Y. S.Y. L.F. ACRES ACRES EACH EACH LF. L.F SQ. M. 1 YR. 994 CFS FEET 1853 CFS FEET 16.5 FEET 1 YR. COMPACT BTUMNOUS MATERALS WTH ROLLERS -STEEL WHEEL BREAKDOWN, AND STEEL WHEELED FNSH. 6" COMPACTED TYPE 1 AGGREGATE BASE SUB-BASE COMPACTED BY SHEEP'S FOOT ROLLER (4" MN.) TYPCAL ASPHALT PAVEMENT SECTON W/ GUARDRAL TYPCAL CURB AND GUTTER (CONCRETE) TYP. PAVEMENT SECTON CONCRETE SDEWALK (f)...! i1 : u ::5 :: a... <3 a:: a: C/) Q!::: oo := (/) a:: JJ () Cl...1 >< u: : <( : : => :: [Q CURB TRANSTON DETAL TERMNATE CURB AS SHOWN N DETAL.

3 CAUTON: EXST. UTLTY LNES TO REMAN. COORDNATE WTH UTLTY COMPANES, SCALE: FEET i //-" ) --. ; MH o / J NEW' x 7'-7" CONC. / BOX CULVERT ) ,,, UJ : UJ (.) :s.. UJ ::: UJ Cl ::: Cl UJ ii :J ii: u: :::> :::.. (/) :;?! 6 :5.. () >< <( ::: m m m m STATON, FEET SCALE; 1" ;= ' HORZ. 1" 5'VERT C3

4 O+oo CAUTON: EXST. UTLTY LNES TO BE RELOCATED. COORDNATE WTH UTLTY COMPANES " " SLT SOCK OR SLT FENCE ' (TYP.) ( ' SCALE: FEET F '' -..._ " ) / / ; MH o NOTES, i 1/ ; / i ] / POSTS: STEEL ETHER TOR U TYPE OR "X" HARDWOOD FLTER CLOTH: FLTER X, MRAF1X, STABLNKA T14N OR APPROVED EQUAL ( r.---/ r ( SLT dock dr SLT FENCE 43' (TYP.) l WORK AREA NOTES PLAN VEW AREA TO BE PROTECTED SLT SOCK "x" WOODEN STAKE SLT SOCK (1"-18" TYPCAL) WORKAREA /. ' SECTON --- / / u ::5... ::: ::: co --' LL : = -' ::: :: : (.) CJ) CJ) 6 :: (.) LU <( ::i a.. 1. WOVEN WRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WTH WRE TES OR STAPLES 4. NSPECT AND REPAR FENCE AFTER EACH STORM EVENT AND REMOVE SEDMENT WHEN NECESSARY. 1. SLT SOCK COMPOST/SOUROC</SEED FLL TO MEET APPLCATON REQUREMENTS. 4. SLT SOCK TO BE NSTALLED PER MANUFACTURERS RECOMMENDATONS.. FLTER CLOTH TO BE FASTENED SECURELY TO WOVEN WRE FENCE WTH TES SPACED EVERY 4" AT TOP AND MD SECTON. 3. WHEN TWO SECTONS OF FLTER CLOTH ADJON EACH OTHER, THEY SHALL BE OVERLAPPED BY 6" AND FOLDED. 5. REMOVED SEDMENT SHALL BE DEPOSTED TO AN AREA THAT WLL NOT CONTRBUTE SEDMENT OFF-STE AND CAN BE PERMANENTLY STABLZED. 6. SLT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXMZE PONDNG EFFCENCY., SLT SOCK DEPCTED S FOR MNMUM SLOPES. GREATER SLOPES MAY REQURE LARGER SOCKS PER THE ENGNEER. 3. COMPOST MATERAL TO BE DSPERSED ON STE, AS DETERMNED BY THE ENGNEER. 5.1NSPECTSLT SOCK AFTER EACH STORM EVENT AND REMOVE SEDMENT WHEN NECESSARY. POST MESH SLT FENCE NOT TO SCALE SLT SOCK EROSON CONTROL NOT TO SCALE C4

5 ' :::> r: ;g(/)(1) m6f,3 «fu (/)Ql 13 EXST. CENTERLNE-TYP. OR4% SNGLE CELL BOX CULVERT BOX CULVERT ARRANGEMENT- '-" :"i =>;;; um 1 a ll 6n. "'ffi iii C!>...J o... >- "ls '1 o o (1) 65% / --_ F.L. OF BOX '----- ELEV. = (1).9% EXST. CENTERLNE-TYP. t; -' f-f1 llj@@ +O:r: uu «:o!;: tiiil:;; u... :;;...]!!l &! ;; -llliii Ul!ii!iiJ! ;! i.;:;. Q "" :ll s! Ui[ll, - i Cliiil m!=ii 'll!; llls 1!!l 3 li!h i"' & r 1.li 1 " cl 1+ STATON, FEET GENERAL ELEVATON ALONG CENTERLNE OF ROADWAY 1"=1' HOR. 1"=1'VERT. Ol "'= Ol "'= > > 1+5 <l<l <J<J<J , '..., '" '...; ' ' ;,.., - :,.. ';i : "1.'.;..- h _ s --;];======--, ' ',; ',-:': t",.,:..-,.. ';:'.. ' TAPER 6" CURB, SEE DETAL (TYP.} ' EXTEND GUTTER TO EXSTNG EDGE OF PAVEMENT - : ::: a.. : ::: lu Cl) Cl) ::: 6 lu (.) >< u: - :::> STA BEGN BOX CULVERT CL ROADWAY ELEV.= STA END BOX CULVERT CL ROADWAY ELEV.= OO;.)T>)t:t ;;Q:1..CtrJ Gn!!!1R.VcrA!ei..fr PLAN VEW SCALE; 1"=1' CHECKED 5Y: SJ DRAWN BY: KFT JOB tiujber: FLE NAME: _Civil SCALE: tns 1SSUE DATE: SHEET UUMSER: C5

6 13'-5518" 15'-5" 13'-5 518" c 15'-5" "' (<) '' "t TOP OF EDGE OF SDEWALK ELEV >'... ' "!' _;;. '-_ TOP; BOXiGE OF SDEWALK,. '. _ ELEV ; l v. ' r"l -j. :<..,, TOP OF EDGE OF SDEWALK ELEV D L TOP OF BOX@ CLROADWAY ELEV '-" l CC 'OX C"CVeRO 8 r-- u. L,_ B SEE TOP OF BOX@ CLROADWAY ELEV TOP OF EDGE OF PAVEMENT ELEV l 1'-" D _j_ TOP OF BOX@ CLROADWAY ELEV r CL ROADWAY DETAL 11 A 11 APPROX.1/3 WALL THCKNESS ::5 ::: C/) -1.. ::> :::: en C/) : :::: APPROX.1/3 _. ::> WALL THCKNESS () u:: ::> X DETAL OF KEYED CONST. JT. <( :::J b DETAL "A" _//, OVERALL PLAN THS DRAWNG NOT TO SCALE FOLLOW DMENSONS.

7 " #5-R3 BARS AT 1" CTS. 4'-9 3/4" --- CL ROADWAY! j-- SYMMETRCAL ABOUT CL OF ROADWAY EXCEPT AS SHOVN i 1'-8" 11'-" ' 11'-" 6'-'' 1'-8" 4'-9 3/4" l L V FENCE SEE DETAL, [/ SHEETS? H7BARS 3" ELEV ; ELEV ELEV J 4-#8-HH1 BARS SECTON A-A 4-#8-DD1 BARS " H7 BARS #5-R1 BARS AT 1'' CTS. 4-#8-DD1 BARS 4-#8-HH1 BARS 1" 1" (TYP) SECTON B-B #5-R BARS AT 1" CTS. R BARS VARY AS SECTON HEGHT VARES (LOOKNG NORTH) '-" " , :---<.:].:r - : _ _ ;_._ _ '------'--'-- -. _' --'-----'-''--:....., _: i 1'-6'' => ". "J7-'" -c-c;7":a et "i UJ UJ (.) en ::5 a.. ::l UJ ::: U) UJ li ::: :::; ::> u UJ u: :: 6 <( KEYED CONSTRUCTON JONT (TYP.) 6" GRANULAR BACKFLL SECTON D-D (NORMAL TO CL OF STRUCTURE) THS DRAWNG NOT TO SCALE FOLLOW DMENSONS.

8 '-" (46) #5 F5A BARS (1/ TOP & BOTTOM) 1" 18'-" )" - '?1;;:: :" :"':,,::::. t : :: = :;;. :J. ' : ; ::::r : : DETALS AND RENFORCNG SEE DETAL "A" :...,,il. -- l SECTON THRU BOX (AT CL OF STRUCTURE) J (84)#5D FOR TOP SLAB RENFORCNG SEE SHEETS6 #5 H5 9" (EACH FACE) #6 V3 9" (13) #4 F BARS@ 18" TOP (14) #4 F BARS@ 18" BOTTOM #6 F3 9" #5 D 9" (EACH FACE) KEYED CONSTRUCTON JONT TSARS #6 V1 & #6 V BARS 9" (EACH FACE) #5 F5 HBARS 4'-" #8 F4 9" 5'-" 4'-a' DBARS DETAL "A" #4 F :::: :::: -' u:: :::> Cl) ::: -' ::> Cl) Cl) > -' ::> () <( >< #4 F1 BARS@ 18" #5 D1 (46) #5 F5A BARS (1/ TOP & BOTTOM) CL BOX CULVERT SECTON THRU WNGWALL BOTTOM SLAB RENFORCNG THS DRAWNG NOT TO SCALE FOLLOW DMENSONS. 83

9 4'-9 314" 1'-8" l-- SYMMETRCALABOUTCL OF ROADWAY EXCEPT AS SHOWN 11'-" 6'-" 1'-8" 4'-9 3/4" r SEE CURB SECTON B-B - ONSHEETS ( ' #4H7BARS (4) #4 H9 BARS@ 18" O.C. x 19'-6" LONC #4 H _ ( 18" O.C. x 5'-6" LONG '-.,f------,r K r SEE CURB SECTON A-A #4L1 BARS@18".C. v- ONSHEETS _j 15" 't(::l:;::,;;;:;;;.:s:.::=::;:: 15" -- j'_ _ J ' l[j ) '-. / #8 H6 BARS J ELEV #4 F6 BARS - :Yb #5 D1 BARS _/ #5 D1A BARS #4F1 BARS _/ FLOW --- i SECTON THRU CL OF BOX -- (LOOKNG NORTH) #4 F BARS ""' #6 F3 BARS "" #8F4BARS _/ 36" l MN LAP 1 #5 D1A BARS_/ "-... #5 D1 BARS )( #4 F1 BARS J ' CL ROADWAY -SYMMETRCAL ABOUT CL OF ROADWAY EXCEPT AS SHOWN 9" {34) #6 V 9" {1/ E.F.) #5 D BARS SPACED WTH V BARS (84) #7 D3 BARS (1/ E.F,) & (84) #6 V3 BARS {1/ E.F.)@ 9" #4H8BARS@ 18" O.C. x 5'--6" LONG {34) #6 V1 9" (1/ E.F.) 115 D BARS SPACED WTH V1 BARS {1)#5HBARS& (1) #5 HA BARS {) #6 T1 BARS (1/E.F.) 9" (/) :: <{ <{ u:: u) o:: <>:@) i : le Cl) :5 :::... => LU ::: en en Cl a::: CC > Cl =>...! u:..._,.... <( :J ::r: (84) #5 D BARS@ 9" (18) #5 D1 & (18) #5 D1A BARS@ 9" THS DRAWNG NOT TO SCALE FOLLOW DMENSONS. WALL ELEVATON RENFORCNG {WNGWALLS STRAGHTENED FOR CLARTY) WNG WALL STREAM FACE SDE TO BE CAST WTH FORM LNER. FORM LNER TO BE APPROVED BY OWNER. 84

10 -- CLROADWAY - SYMMETRCALABOUTCL OF ROADWAY EXCEPT AS SHOWN (84) #7 3 BARS r CL BOX CULVERT L (84) #7 3 BARS SECTON E-E THRU CL OF BOX (PLAN VEW) if) - ::s cr.:.. : :: (/) (f) ::t :: Ll.l co :::> - (.) u. :::> >< <( ::> : THS DRAWNG NOT TO SCALE FOLLOW DMENSONS.

11 (54) #4 H7 9" (TOP & BOTOM) '-" (13) #4 H8 BARS@ 18" fl (6)#4L1BARS@ jl 1 1 1" 18'-" 1" :. SEE SHEET S3 FOR BOTOM SLAB DETALS AND RENFORCNG i! : 1': 1:; >' ; ' ' TOP SLAB ELEVATON (84) #7 D3 9" (84) #7 D3 BARS@ 9" '-" TOP SLAB RENFORCNG #8 H6 9" (TOP & BOTOM) 36" MN LAP DETAL "B" FOR BOTOM SLAB RENFORCNG SEE SHEET S3 Cl) :5 :: D... ::: (./) Cl ::: ::J Cl -1 () u: >< C) <( :::J : co THS DRAWNG NOT TO SCALE FOLLOW DMENSONS. 86

12 L ' L 4'-1 1/" 1" -f 1'-5/8" '-" 4'-1 1/" L 4'-1 1/" 4'-1 1/" L 4'-1 1/" ' 1 1' 4'-1 1/" L 4'-1 1/" ' J ' 4'-1 1/" f 1'- 518" 4'-1 11" -r L 4'-1 1/" L 4'-1 1/" ' ' -.. :--;:;.-,-. -. :-:-- 6" CONCRETE SDEWALl( ELEVATON OF BOX (LOOKNG UPSTREAM) CONTNUOUS " STEEL SQUARE TUBE TOP RAL. WELD ALL JONTS AND GRND SMOOTH. TOP OF SDEWALK 3/4" x 14 GA. SQUARE STEEL TUBE BAR PCKETS. WELD ALL JONTS AND GRND SMOOTH. 4'-1 1/" EQ.SPCD. 4" O.C. (TYP) " SQUARE STEEL TUBE POST. WELD ALL JONTS AND GRND SMOOTH. 4'-1 1/",. 1/" SQUARE STEEL TUBE NTERMEDATE RAL WELD ALL JONTS AND GRND SMOOTH. 9 "'. " "'......:-::>:::.X : r;: _::u: MT HORZONTAL RALS SHALL SLOPE AND RUN PARALLEL WTH THE BRDGE DECK. REFER TO PLANS FOR SLOPE. VERTCAL COMPONENTS SHALL BE PLUMB. 11'' SQUARE STEEL TUBE BOTOM RAL WELD ALL JONTS AND GRND SMOOTH. #4 BARS@ 18"CTS. (3)114 BARS 1" CLFENCE (.) <( -'... ::: a ::: a. ll ::: Cl) : Cl <( Cl () ll. Cl <(. b () >< ALL METAL TUBE RALNG MATERAL TO BE A GALVANZED MATERAL WTH A 1/4" WALL THCKNESS AND SHALL BE PRMED AND PANTED WTH COATS OF GLOSS BLACK PANT CORE DRLL WALL TO ACCEPT POST. SET POST N A NON-SHRNK GROUT APPROACH CONCRETE FENCE SUPPORT (POST LOCATON SMLAR ON STRUCTURE) FENCE DETAL THS DRAWNG NOT TO SCALE FOLLOW DMENSONS.

13 1/4" BASE PLATE (TOP} CL POST W6 X (VERTCAL} NOMNAL ROADWAY WDTH AND FACE OF THRE BEAM RAL CL 13/16" X-1/" VERTCAL SLOT N THE POST FLANGE (REQURED ON ONE SDE ONLY. BUT MAY BE PROVDED ON BOTH.SDES OF THE WEB AT THE CONTRACTOR'S OPTON 5/8" DA. CARRAGE --.._--Hf->:;i!ffiP-_L_.-----t--t BOLTWTH ONE FLAT WASHER AND HEX NUT NOTES: 1. OPTONAL WELDNG OF THE POST TO THE BASE PLATE S A 5/16" FLLET WELD ALL AROUND (NCLUDNG THE EDGES OF THE POST FLANGES} N LEU OF THE WELD SHOWN.. DRLL 3/16" DA. HOLES THRU CONCRETE WALL TO PERMT 1" DA. BOLTS TO ATTACH RALNG TO BRDGE. CL VERTCAL SLOTS N POST (REQURED ON ONE SDE ONLY, BUT MAY BE PROVDED ON BOTH SDES OF WEB AT CONTRACTOR'S OPTON} 1o PART SECTON AT RAL POST (*)THE SZE OF THS PLATE MAY NCREASE DEPENDNG ON WHCH GRD OPTON S USED).. DETAL "C" 3/4"RADUS (TYP.}("} DETAL "C" ("}PERMSSBLE SEM-CRCULAR NOTCHES N ENDS OF WEB CENTERED ON AXS OF POST TO FACLTATE GALVANZNG (TYPCAL TOP AND BOTTOM OF POST}. 1" DA. BOLTS DRLL& EPOXY GROUT BOLTS (MN.8") CL RAL POST DETAL "B" SECTON B-B-AL T. ::5.. ::: (.9 C ::: C u: (.9 :::> :r: :::> (f) (f) (f)... ( :::> <( THS DRAWNG NOT TO SCALE FOLLOW DMENSONS.

14 COMPLETE BLL OF RENFORCNG STEEL MARK,... DMENSONS d NO.,... c a.. :: LOCATON >- (f) <( CY: ::.::: B c D E F 6.. (f) CY: co N ce <(.. Ci5 (f) (f) (f) FT. N. FT. N. FT. N. FT. N. FT. N F1 SLAB X F SLAB X F3 SLAB X F4 SLAB X F5 SLAB X F5A SLAB X F6 SLAB X SLAB 19 X SLAB 19 X D1A SLAB 19 X C9 H K FT. N. FT. N. FT. N C9 LBS SLAB 19 X H1 WNGWALL 14 X H WNGWALL 14 X H3 WNGWALL 14 X H4 WNGWALL 14 X H5 WALL X T1 WNGWALL 19 X T WNGWALL 19 X Vi WNGWALL X vs NC=.5in X VL V WNGWALL X vs NC=.56in X VL V3 WALL X HA WNGWALL 14 X H1A WNGWALL 14 X H3A WNGWALL 14 X H4A WNGWALL 14 X V1A WNGWALL X VA WNGWALL X H6 SLAB E H7 SLAB E HB SLAB E H9 SLAB E L1 SLAB E DD1 SLAB E HH1 SLAB E R1 SLAB E R SLAB E R3 SLAB E ' ::: u.. ::: u co SUPERSTRUCTURE WEGHT: SUBSTRUCTURE WEGHT: 6,87 18,8. TOTAL WEGHT: 5,69 THS DRAWNG NOT TO SCALE FOLLOW DMENSONS.

15 -LE, U' ' l{ () _l_j 1 j S-1 W SHAPE 6 SHAPE 7 SHAPE 8 SHAPE 9 if- o[ DJJj _]D- -D- -lc D-1 SHAPE 1 SHAPE 11 SHAPE 1 SHAPE 13 SHAPE14 SHAPE15 () SHAPE18., SHAPE16 --b B -, TCAL til - SHAPE SHAPE 19. D SP1WELD # BARS L ' JKJ_cl JF- B n:- en SHAPE SHAPE 3 SHAPE1 c K ±tk----( F""" lu D :LU c. 3"' < j_q_j SHAPE 4 SHAPE 5 SHAPE 6 BENDNG DAGRAM l&.jllut -F.- c-1 SHAPE 7 SHAPE 8 SHAPE 9 'f' } _UA G_ K K o l SHAPE3 -,...':'...- TL_C -:-JB K F SHAPE 31 SHAPE 3 c D SHAPE33 PREFERRED LEG l-----8_1_14_".:..(_na_x.:..) ---!CONFGURATON-LEG WTHOUT BEND ACCEPTABLE # GAGE (CORRUGATED PREFERRED) (SMOOTH ACCEPTABLE) rr4 GAGE "-5" HEGHT GAGE OVER 5"-9" GAGE OVER 9" HEGHT ELEVATON G TOPOFl (CHC. SLAB PART SECTON F-F G) CLEAR DSTANCE AS SPECFED ON SPACNG POSSBLE. SUPPORTS FOR UPPER LAYERS NEED NOT BE DRECTLY OVER THE SUPPORTS BELOW..<> < 1' * KNUCKLED FOOT CONTNUOUS HGH CHAR- (CHC) 15' SECTON GENERAL NOTES: ALL GAGES GVEN ARE AMERCAN STEEL AND WRE GAGES. ALL CONTACT PONTS TO BE SECURELY WELDED. USE A BALL OR KNUCKLED FOOT ON ALL BAR SUPPORTS BEARNG ON FORMS. WHERE BAR SUPPORTS ARE USED ON EARTH OR AGGREGATE SUBGRADES SUTABLE PLATES OR CONTNUOUS BARS SHALL BE PROVDED TO PREVENT DSPLACEMENT OF THE SUPPORT FOOT. ALL DMENSONS TO RENFORCNG STEEL ARE TO C/L BAR EXCEPT WHERE CLEAR DSTANCE FROM FACE OF CONCRETE S NDCATED. HEGHT OF BAR SUPPORTS TO BE THAT REQURED TO SUPPORT BARS N EXACT POSTONS SHOWN ON PLANS. WHEN BARS OF DFFERENT SZES ARE USED N THE SAME MEMBERS, THE SELECTON OF BAR SUPPORTS SHALL BE BASED ON THE LARGER SZE. SUPPORTS FOR UPPER LAYERS NEED NOT BE DRECTLY OVER THE SUPPORTS BELOW. PORTONS TO BE EPOXY OR PLASTC * COATED WHEN USED TO SUPPORT COATED RENFORCEMENT. TOP OF/ 4'] :9 TOj OF PRECAST PRESTRESSED PANELS PART SECTON G-G SLABS ON PRECAST PRESTRESSED PANELS ELEVATON KNUCKLED a FOOT SECTON SLAB BOLSTER - (SB) BAR SUPPORTS FOR CONCRETE RENFORCEMENT END HOOK DMENSONS GRADES KS 9' HOOKS 135'HOOKS BAR D SZE (N.) HOOK HOOK APPROX. AORG AORG H #3 11/" 4" 4" 1/" #4 " 41/" 41/" 3" #5 1/" 6" 51/" 3 3/4" #6 41/" 8" 7" 41/" UNLESS OTHERWSE NOTED DAMETER "D" S THE SAME FOR ALL BENDS AND HOOKS ON A BAR. 6d FOR #3 THRU #51:Ld FOR #6 OR 1/" MN ALL RENFORCNG N END BENTS NCLUDED WTH SUPERSTRUCTURE QUANTTES. BENDNG DAGRAMS NOTES: ALL STANDARD HOOKS AND BENDS OTHER THAN 18 DEG TO BE BENT WTH SAME PROCEDURE AS FOR 9 DEG. STD. HOOKS HOOKS AND BENDS SHALL BE N ACCORDANCE WTH THE PROCEDURES AS SHOWN ON THS SHEET E- EPOXY COATED RENFORCEMENT / DETALNG HOOK DETALNG DMENSON AORG DMENSON ul _,, :m== ul 4d OR 1/" MN SZE OF 18' HOOKS GRADE 4 KS BAR SZE #3 #4 #5 #6 #7 #8 #9.#1 18' 9' D = 6d FOR #3 THRU #8 D = 8d FOR #9, #1AND#11 D = 1.d FOR #14 AND #18 l SZE OF 9' HOOKS ALL GRADES AND 18' HOOKS GRADE6KS END HOOK DMENSONS D (N.) 18' HOOKS ALL GRADES 9' HOOKS ALL GRADES AORG J AORG 1/4" 5" 3" 6" 3" 6" 4" 8" 31/4" 7" 5" 1" 41/" 8" 6" 1" 51/4" 1" 7" 14" 6" 11" 8" 16" 91/'' 15" 111/4" 19" 1 1/4" 17'' 1 3/4" " oc C/) C/).. ::.:> () et:: LL. oc c:a ::: () LL. _ u:: ::.:> -' _ <( ::J S -STRRUP X- BAR S NCLUDED N SUBSTRUCTURE QUANTTES VS- BAR DMENSONS VARY N EQUAL NCREMENTS BETWEEN DMENSONS SHOWN ON THS LNE AND THE FOLLOWNG VL LNE NO. EA. -NUMBER OF BARS OF EACH LENGTH NOMNAL LENGTHS ARE BASED ON OUT TO OUT DMENSONS SHOWN N BENDNG DAGRAMS AND ARE LSTED FOR FABRCATORS USE. THS DRAWNG NOT TO SCALE FOLLOW DMENSONS.

16 t t t <( - Wb "' ll rr u 5/8'' BOLT PLAN f CONTNUE TYPE A GUARD RAL OR 1 GAGE FOR TYPE A GUARD RAL (AS REQURED} BEGN TERMNAL SECTON 1'' x 1" GAGE SECTON OF BEAM (BACK UP PLATE} BETWEEN BEAM AND POST AT ALL _,..,,.-. "'",--,.,-.,,,.,-, +ri--,--,-n-n-spl.:- prrard RAL ll rr u ll rr./ 6'-3" FOR TYPE A GUARD RAL J 6'-3" FORTYPEAGUARDRAL ELEVATON Wax 8.5 x 131/4" or ax 9x 131/4" OR PLASTC ALTERNATE ACCORDNG TO MODOT STANDARD PLAN 66. AT POST BOLT TVW6 x 8.5 orlfv6x LJ STEEL POST & BLOCK PAVE;g CRUSHEDSTO,/:,RAL. W "--chciro 7 " v / " RADfuS CONVEX SECTON RADUS FEET CONCRETE (NOT TO EXTEND ABOVE GROUND LNE} -"'[ CHORD FT.-NCHES 1-31/ 1-41/ /4 1-53/8 1-51/ 1-5 5/8 1-53/ / u > -.. "'. '..,:,,1 [;"-;:... J...,. : :...,... ' t.>. 36" DA. SECTON A-A (BUTTON HEAD AS SETTNG POST AT OBSTRUCTONS WHERE POST CANNOT BE SET TO REQURED DEPTH DUE TO OBSTRUCTONS (} " TOLERANCE+ 11/4" 1/4" " SETTNG POST THRU CONCRETE DRAN BASNS, MEDANS, ETC. REQURED OVAL SHOULDERS SHALL BE OF ADEQUATE HEGHT. LENGTH & SHAPE TO PREVENT TURNNG DURNG NSTALLATON OR REMOVAL OF BOLT. POST OR SPLCE BOLT 5/8" (15.9 mm} 3/4" X 1/" 9/3" X 11/8'' SPLCE BOLT SLOT BEAM SPLCE AT POST. GENERAL NOTES: ALL BOLTS, NUTS, WASHERS AND PLATES ARE CONSDERED AS PARTS OF THE RAL FOR PAYMENT. ALL STEEL CONNECTNG BOLTS AND FASTENERS FOR POST AND RALNG AND ALL ANCHOR BOLTS, NUTS, WASHERS AND BOTTOM PLATES SHALL BE GALVANZED AFTER FABRCATON. FOR PROTECTVE COATNG AND MATERAL REQUREMENT OF STEEL RALNG SEE SECTON 14,F THE STANDARD SPECFCATONS. POST, BASE PLATES, CHANNELS AND CHANNEL SPLCE PlATES TO BE FABRCATED FROM A-36 STEEL AND GALVANZED. AT EXPANSON SLOTS N BEAM RALS AND CHANNELS, TGHTEN BOLTS, BACK OFF ONE-HALF TURN AND BURR THREADS. 5/8 NCH x 1/4 NCH BUTTON HEAD OVAL SHOULDER BOLTS WTH HEX. NUTS AT ALL SLOTS. (THCKNESS OF HEX. NUTS= 11/4") AT BEAM CONNECTON TO POST ON WNGS, TGHTEN BOLTS, BACK OFF ONE-HALF TURN AND BURR THREADS. MNMUM LENGTH OF BEAM SECTONS S EQUAL TO ONE POST SPACE. WASHERS SHALL BE USED AT ALL POST BOLTS (BETWEEN BOLT HEAD AND BEAM). THEY SHALL BE RECTANGULAR N SHAPE (3" x 3/4" x 3/16" MN.) AND FLAT, DR WHEN NECESSARY OF SUCH DESGN TO FT THE CONTOUR OF THE BEAM. WASHERS SHALL HAVE 11/16" x 1" SLOT. FABRCATON OF STRUCTURAL STEEL SHALL BE N ACCORDANCE 1 MTH SECTON 71 OF THE STANDARD SPECFCATONS. {WQ c----- / 1" / /3" x 1 1/8'' OR 3' 6 1/4' SLOTTED HOLE ] --E <r L 3/4"x1/" SLOTTED HOLE END SECTON 1GAGE 68'-9" TYPE "A" GUARDRAL (3) 15/16" RADUS --=-3-"-1/4-'-"-++9/16" 1 1/4" SECTON THRU BEAM HOLES OPTONAL FOR TYPE A GUARD RAL. OPTONAL FOR HANDLNG DURNG GALVANZNG. ONE PERMTTED. ALL HOLES 13/16" DA. HOLE PUNCHNG DETALS <( --1 rt:: o_ :::l oc (J) cr: (f) <( :::l C.9 oc --1 UJ Cl.. u: :::l <( j:: :::> :: LENGTH OF CHORDS FOR 1'-6" ARC WTH VAROUS RAD GUARDRAL LOCATON PLAN THS DRAWNG NOT TO SCALE. FOLLOW DMENSONS.