OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO

Transcription

1 OHIO DEPRTMENT OF TRNSPORTTION ENTRL OFFIE, 80 W. ROD ST., OLUMUS, OHIO pril 2, 207 To: Users of the Stndrd ridge Drwings From: Tim Keller, dministrtor, Office of Structurl Engineering y: Sen Meddles, ssistnt dministrtor, Office of Structurl Engineering Re: Stndrd ridge Drwings The following Pln Insert Sheet nd Design Dt Sheet re now ville: ox ulvert Hed Wlls (HW) oncrete Hedwlls for Precst ox ulverts (HWDD-) rief summry of the drwing follows: HW: This Pln Insert Sheet provides contrct redy detils for ox ulverts with some design dt input. Designers re required to provide the finl Estimted Quntities, the Precst ox ulvert Design from either STM 433 or SS40 nd vrious dimensions. Refer to Sheet of the Design Dt Sheet, oncrete Hedwlls for Precst ox ulverts (HWDD-) for dditionl informtion. This drwing is ville under the Pln Insert Sheets link on the Office of Structurl Engineering we site: HWDD-: This Design Dt Sheet provides the design of oncrete Hedwlls for Precst ox ulverts in ccordnce with the SHTO LRFD ridge Design Specifictions. Informtion from this dt sheet cn e used to populte the HW Pln Insert Sheet to provide completed pln set. For more informtion, plese refer to HWDD- Sheet. This drwing nd n Excel spredsheet for rer list clcultions re ville under the Design Dt Sheets link on the Office of Structurl Engineering we site:

2 SPEIFITIONS:THIS STNDRD DRWING ONFORMS TO THE "LRFD RIDGE SPEIFITIONS" DOPTED Y THE MERIN SSOITION OF STTE HIGHWY ND TRNSPORTTION OFFIILS, 204, INLUDING THE 20 & 20 INTERIM SPEIFITIONS ND THE ODOT RIDGE MNUL, DT:THE FOLLOWING DT IS SSUMED: INTERNL NGLE OF FRITION OF KFILL SOIL, = 30 TOTL UNIT WEIGHT OF KFILL SOIL = 20 PF INTERNL NGLE OF FRITION (DRINED), FOUNDTION SOIL, = 28 UNDRINED SHER STRENGTH (OHESIVE), FOUNDTION SOIL, S = 00 PSF UNIT WEIGHT OF ONRETE = 0 PF SLOPE OF KFILL = 2: (TYPE & HEDWLLS) HEIGHT OF LIVE LOD SURHRGE = 2 FT (TYPE HEDWLLS) ONRETE LSS Q - OMPRESSIVE STRENGTH 4000 PSI (, WINGWLL ND FORESLOPE WLL) REINFORING STEEL - STM,, OR 7 GRDE 0 MINIMUM YIELD STRENGTH 0,000 PSI (LL REINFORING SHLL E EPOXY OTED) PREST ONRETE:T THE OPTION OF THE ONTRTOR, PREST WINGWLLS MY E USED IN ORDNE WITH MS E. FORESLOPE WLL NHOR DOWELS:NHOR PER MS 0 WITH NONSHRINK, NONMETLLI GROUT ONFORMING TO MS ND TO DEPTH SPEIFIED ON SHEET /. PYMENT FOR DOWEL HOLES, GROUT ND INSTLLTION SHLL E INLUDED WITH ITEM. THREDED INSERTS OR NON-PROTRUDING MEHNIL ONNETORS PLE OF DEVELOPING T LEST 2 PERENT OF THE SPEIFIED YIELD STRENGTH OF THE REINFOREMENT SHOWN RE N EPTLE LTERNTIVE TO RESIN ONDING. MINTIN MINIMUM OVER OF 3 INHES T THE OTTOM OF THE ULVERT SL. MEHNIL ONNETORS SHLL HVE N "L-SHPED" R INSIDE THE ULVERT WITH MINIMUM HORIZONTL LENGTH OF 2 INHES. THE DEPRTMENT WILL ONSIDER PYMENT FOR INSERTS OR MEHNIL ONNETORS S INIDENTL TO ITEM. KFILL LIMITTION:WHEN THE HEIGHT IS GRETER THN 0 FT, THE KFILL EHIND THE WINGWLLS SHLL NOT E PLED HIGHER THN THE ELEVTION OF THE SOIL OVE THE TOE. WHEN THE SOIL OVE THE TOE IS T ITS ELEVTION, THE REMINDER OF THE KFILL MY E PLED. f f uf GENERL POROUS KFILL WITH FILTER FRI '-" THIK SHLL E PLED EHIND THE WINGWLLS ONLY ND SHLL EXTEND TO 2" ELOW THE EMNKMENT SURFE. GEOTEXTILE FRI TYPE SHLL E PLED ETWEEN THE POROUS KFILL ND REPLED EXVTION DJENT TO THE STRUTURE. IT SHLL TURN UNDER THE OTTOM OF THE POROUS KFILL ND RETURN " OVE THE TOP ELEVTION OF THE WEEPHOLE. WEEPHOLES SHLL E PLED " TO 2" OVE THE NORML WTER ELEVTION OR GROUND LINE ND SHLL HVE MXIMUM SPING OF 0'-0". MINIMUM OF ONE WEEPHOLE SHLL E PROVIDED PER WINGWLL. PREFORMED EXPNSION JOINT FILLER:PREFORMED EXPNSION JOINT FILLER (PEJF) ONFORMING TO MS 70.03, INH THIK, SHLL E PLED OVE THE ETWEEN THE SIDES OF THE OX ULVERT ND THE ENDS OF THE WINGWLLS. PYMENT FOR MTERILS ND INSTLLTION SHLL E INLUDED WITH ITEM - " PREFORMED EXPNSION JOINT FILLER. SELING OF FORESLOPE WLL ND WINGWLLS:LL EXPOSED FORESLOPE WLL ND WINGWLL ONRETE SHLL E SELED WITH EPOXY-URETHNE SELER. THE LIMITS SHLL E S SHOWN IN THE DIGRMS ELOW. PYMENT FOR THE EPOXY-URETHNE SELER SHLL E PER ITEM 2 - SELING OF ONRETE SURFES. GROUND INLUDING INLUDING ENDS ENDS INSIDE OX GROUND WINGWLL FORESLOPE WLL ND PREST OX (ULVERT OUTLET EVEL SHOWN) WTERPROOFING:TYPE 2 WTERPROOFING, PER MS 2 ND 7.2, SHLL EXTEND VERTILLY DOWN THE ENTIRE SIDES OF THE PREST ULVERT SETIONS FOR LL PORTIONS OF THE ULVERT WHIH SHLL E IN ONTT WITH THE KFILL. PYMENT FOR THE MEMRNE WTERPROOFING SHLL E T THE ONTRT PRIE ID PER SQURE YRD FOR ITEM 2 - TYPE 2 WTERPROOFING. IF PVEMENT IS NOT PLED DIRETLY ON TOP OF THE ULVERT, TYPE 2 WTERPROOFING, PER MS 2 ND 7.2 SHLL E PPLIED TO THE ENTIRE TOP SURFE OF THE PREST ULVERT SETIONS ND SHLL EXTEND ONE FOOT VERTILLY DOWN THE SIDES FOR LL PORTIONS OF THE ULVERT WHIH SHLL E IN ONTT WITH THE KFILL. PYMENT FOR THE MEMRNE WTERPROOFING SHLL E T THE ONTRT PRIE ID PER SQURE YRD FOR ITEM 2 - TYPE 2 WTERPROOFING. IF PVEMENT IS TO E USED DIRETLY ON TOP OF THE ULVERT, TYPE 3 WTERPROOFING, PER MS 2 ND 7.2 SHLL E PPLIED TO THE ENTIRE TOP SURFE OF THE PREST ULVERT SETIONS ND SHLL EXTEND ONE FOOT VERTILLY DOWN THE SIDES FOR LL PORTIONS OF THE ULVERT WHIH SHLL E IN ONTT WITH THE KFILL. PYMENT FOR THE MEMRNE WTERPROOFING SHLL E T THE ONTRT PRIE ID PER SQURE YRD FOR ITEM 2 - TYPE 3 WTERPROOFING. TYPE 2 WTERPROOFING '-0" " PEJF " PEJF PLN VIEW TYPE 2 WTERPROOFING '-0" TYPE 2 WTERPROOFING WTERPROOFING DETILS TYPE 2 OR TYPE 3 WTERPROOFING SETION VIEW SIS OF PYMENT: LL LOR, EQUIPMENT ND INIDENTLS REQUIRED TO ONSTRUT THE, UTOFF WLL, WINGWLLS ND FORESLOPE WLL SHLL E INLUDED WITH ITEM - LSS Q ONRETE, RETINING/ WINGWLL INLUDING. PYMENT FOR REINFORING STEEL SHLL E INLUDED WITH ITEM 0 - EPOXY OTED REINFORING STEEL. STRUTUR L HEKED ED PLN INSERT SHEET LIMITS OF ITEM 2-SELING ONRETE SURFES - SEL ENTIRE ONRETE SURFE RE ESTIMTED QUNTITIES ITEM ITEM EXT TOTL UNIT DESRIPTION LUMP STRUTURE REMOVED LUMP OFFERDMS, RIS, ND SHEETING LUMP UNLSSIFIED EXVTION (WINGWLL ) xx L. EPOXY OTED REINFORING STEEL 400 xx U. YD. LSS Q ONRETE, RETINING/WINGWLL NOT INLUDING 40 xx U. YD. LSS Q ONRETE, 40 xx U. YD. LSS Q ONRETE, HEDWLL xx SQ. YD. SELING OF ONRETE SURFES (EPOXY-URETHNE) 2 33XXX xx SQ. YD. TYPE X MEMRNE WTERPROOFING 300 xx SQ. FT. " PREFORMED EXPNSION JOINT FILLER LUMP POROUS KFILL WITH FILTER FRI 0 00 SQ. YD. RIPRP USING " REINFORED ONRETE SL, S PER PLN 3 xx LIN. FT. XX'-0" SPN X X'-0" RISE ONDUIT, TYPE, 70.0, S PER PLN U. YD. LOW STRENGH MORTR KFILL NOTE: TOTLS RRIED TO GENERL SUMMRY SHEET

3 INLET ELEVTION HEKED ED STRUTUR L PLN INSERT SHEET OUTLET ELEVTION ULVERT & WINGWLL LYOUT

4 SER. 8" MX. h 8" MX. 8" L -WW0 (F.F.) -WW0 t ox, wll " PEJF T INTERFE SER. X_0 _ c/c (F.F.) SER. 8" MX. c/c (N.F.) FS02 ND FS03 -X 02 (F.F.) (LP W/Y-0) FS0 WW04 ORNER R (F.F.) WW04 ORNER R (F.F.).J. -F08 -WW0 (F.F.) -WW0 " PEJF T INTERFE SER. X_0 _ c/c (F.F.) SER. 8" MX. c/c (N.F.) SER. 8" MX. 8" 8" MX. hcw hf VRIES 8" WW02 ND SER. 8" MX. " MIN. 2" MX. 2: c WINGWLL 2: GROUND LINE SER. X 0 RS 4" DI. 0' MX. SP. (/8"/FT SLOPE) UNDERR Y 0 RS V 0 RS W 0 RS.J. 8" MX. (T&) STRUTUR L HEKED ED Y_0 _ c/c (F.F.) F07 (N.F.) Y_0 _ c/c (F.F.) WINGWLL ELEVTION ( NOT SHOWN) V_0 _ c/c (T) W_0 _ c/c () Z_0 _ c/c (FN T& TYP.) LTERNTE 4-F02 W/3-F0 Z 0 RS SER.F0 '-" SETION - (POROUS KFILL NOT SHOWN FOR LRITY) PLN INSERT SHEET _ c/c (T) _ c/c () Z 0 R SER. 8" (T&) SER. F03 (@ 8" (T&) Z 0 R SER. F0 UTOFF WLL _ c/c (T) _ c/c () FS0 8"MX. 2"MX. FORESLOPE WLL SER. 8" MX. (T&) (UTOFF WLL) SER. F0 4 Z_0 _ c/c. FOR ULVERT LOTION PLN, SEE SHEET xx/xx. 2. FOR PREST OX ULVERT DETILS, SEE SHEET xx/xx. 3. THE R SIZE NUMER IS SPEIFIED ON THE PLNS IN THE R MRK OLUMN. THE FIRST DIGIT INDITES THE R SIZE NUMER. FOR EXMPLE, WW0 IS NO. R. R DIMENSIONS SHOWN RE OUT TO OUT. LL REINFORING STEEL SHLL E EPOXY OTED. 4. THE LP SPLIE LENGTHS USED IN THESE DETILS RE S FOLLOWS: 2'-" FOR # RS; 2'-" FOR # RS. Z_0 _ c/c SER. F0 PLN LEGEND: (UTOFF WLL) SER. 8" MX. (T&).J. ONSTRUTION JOINT N.F. NER FE LER SER. SERIES DI. DIMETER STR. STRIGHT E.F. EH FE (T) TOP F.F. FR FE () OTTOM MX. MXIMUM T& TOP ND OTTOM MIN. MINIMUM TYP. TYPIL PEJF PREFORMED EXPNSION IN. INREMENT JOINT FILLER (MIN.) H hcw hf t ox, t ox, Z 0 RS top ot '-" NHOR DOWELS 2"MX. 8" MX. F08 8" MX. (T&) UTOFF WLL SER. F0 SETION - (ULVERT INLET EVEL SHOWN)

5 D HEKED ED STRUTUR L INSERT ODOT OX ULVERT REINFORING HERE IF SPN > 2'. PLN INSERT SHEET '-" 2'-" TYPE- TYPE-2 TYPE-3 TYPE-4 TYPE- TYPE- TYPE-7

6 h2 SER. 8" MX. 8" WW0 8" MX. L2 -WW0 t ox, wll " PEJF SER. X_03 _ c/c (F.F.) SER. 8" MX. c/c (N.F.) FS02 ND FS03 -X 02 (F.F.) (LP W/Y-0) FS0 WW04 ORNER R (F.F.) -F08.J. L -WW0 -WW0 (F.F.) " PEJF T INTERFE SER. X_0 _ c/c (F.F.) SER. 8" MX. c/c (N.F.) Y_0 _ c/c (F.F.) F07 (N.F.) Y_0 _ c/c (F.F.) SER. 8" MX. 8" 8" MX. h hcw hf VRIES SER.WW0 OR 8" WW02 ND SER. WW03 OR WW08 ND SER. 8" MX. " MIN. 2" MX. 2: WINGWLL 2: GROUND LINE SER. X 0 RS 4" DI. 0' MX. SP. (/8"/FT SLOPE) Y 0 RS c V 0 RS W 0 RS.J. WINGWLL SER. F03 OR SER. 8" MX. (T&) STRUTUR L HEKED ED WINGWLL ELEVTION ( NOT SHOWN) Z 0 RS '-" SER.F0 OR SER. F0 SER. 8" MX. (T&) V_0 _ c/c (T) W_0 _ c/c () SER. F0 (UTOFF WLL) Z_0 _ c/c (FN T&) 4-F02 W/3-F0 LTERNTE Z 0 R SER. F0 UTOFF WLL _ c/c (T) _ c/c () (POROUS KFILL NOT SHOWN FOR LRITY) H t ox, top FS0 8"MX. SETION - 2" MX. FORESLOPE WLL NHOR DOWELS 2"MX. PLN INSERT SHEET PLN Z_0 _ c/c SER. F0 (UTOFF WLL) SER. 8" MX. (T&) (MIN.) hcw hf t ox, ot 8" MX. F08 8" MX. (T&) UTOFF WLL. FOR ULVERT LOTION PLN, SEE SHEET xx/xx. 2. FOR PREST OX ULVERT DETILS, SEE SHEET xx/xx. 3. THE R SIZE NUMER IS SPEIFIED ON THE PLNS IN THE R MRK OLUMN. THE FIRST DIGIT INDITES THE R SIZE NUMER. FOR EXMPLE, WW0 IS NO. R. R DIMENSIONS SHOWN RE OUT TO OUT. LL REINFORING STEEL SHLL E EPOXY OTED..J. DI. E.F. F.F. MX. MIN. PEJF LEGEND: ONSTRUTION JOINT N.F. LER SER. DIMETER STR. EH FE (T) FR FE () MXIMUM T& MINIMUM TYP. PREFORMED EXPNSION IN. JOINT FILLER NER FE SERIES STRIGHT TOP OTTOM TOP ND OTTOM TYPIL INREMENT Z 0 RS '-" SER. F0 SETION - (ULVERT INLET EVEL SHOWN) 4. THE LP SPLIE LENGTHS USED IN THESE DETILS RE S FOLLOWS: 2'-" FOR # RS; 2'-" FOR # RS. = ULVERT SKEW FROM LINE NORML TO RODWY (ROUNDED TO NEREST INREMENT FROM 0 TO 4 )

7 D /2 STRUTUR L TYPE- TYPE-2 TYPE-3 TYPE- TYPE-7 TYPE-8 ED HEKED INSERT ODOT OX ULVERT REINFORING HERE IF SPN 2'. PLN INSERT SHEET

8 8" MX. L t ox, wll " PEJF FS02 ND FS03 FS0.J. " PEJF 8" MX. H WINGWLL 8" 8" MX. " MIN. 2" MX. 2: c LEVEL GROUND LINE SER. X 0 RS 4" DI. 0' MX. SP. (/8"/FT SLOPE) Y 0 RS V 0 RS STRUTUR L HEKED ED hf.j. W 0 RS X_0 _ c/c (F.F.) 8" MX. c/c (N.F.) -F04 X_0 _ c/c (F.F.) 8" MX. c/c (N.F.) hcw 8"MX. (T&) WINGWLL Y_0 _ c/c (F.F.) F03 (N.F.) WINGWLL ELEVTION ( NOT SHOWN) Y_0 _ c/c (F.F.) Z 0 RS '-" F02 8" MX. (T&) 2-F02 (UTOFF WLL) V_0 _ c/c (T) W_0 _ c/c () 2-F02 (UTOFF WLL) 8" MX. (T&) SETION - (POROUS KFILL NOT SHOWN FOR LRITY) 2"MX. PLN INSERT SHEET FS0 8"MX. FORESLOPE WLL Z_0 _ c/c PLN H t ox, top NHOR DOWELS 2"MX.. FOR ULVERT LOTION PLN, SEE SHEET xx/xx. 2. FOR PREST OX ULVERT DETILS, SEE SHEET xx/xx. 3. THE R SIZE NUMER IS SPEIFIED ON THE PLNS IN THE R MRK OLUMN. THE FIRST DIGIT INDITES THE R SIZE NUMER. FOR EXMPLE, WW0 IS NO. R. R DIMENSIONS SHOWN RE OUT TO OUT. LL REINFORING STEEL SHLL E EPOXY OTED. 4. THE LP SPLIE LENGTHS USED IN THESE DETILS RE S FOLLOWS: 2'-" FOR # RS; 2'-" FOR # RS..J. DI. E.F. F.F. MX. MIN. PEJF ONSTRUTION JOINT LER DIMETER EH FE FR FE MXIMUM MINIMUM PREFORMED EXPNSION JOINT FILLER LEGEND: FROM THE STNDRD DRWINGS. N.F. SER. STR. (T) () T& TYP. IN. N UNDERSORE (_) OR N STERISK ( ) INDITES SPE TO E OMPLETED Y ER USING INFORMTION PIKED NER FE SERIES STRIGHT TOP OTTOM TOP ND OTTOM TYPIL INREMENT (MIN.) Z 0 RS hcw hf t ox, ot 8" MX. F04 8"MX. (T&) UTOFF WLL '-" F02 SETION - (ULVERT INLET EVEL SHOWN)

9 HEKED TYPE- TYPE- TYPE-7 PLN INSERT SHEET ED STRUTUR L INSERT ODOT OX ULVERT REINFORING HERE IF SPN 2'.

10 GENERL STRUTUR L DT: THE FOLLOWING DT IS SSUMED: USE OF DT SHEETS: ED URS INTERNL NGLE OF FRITION OF KFILL SOIL, = 30 TOTL UNIT WEIGHT OF KFILL SOIL = 20 PF f. LULTE THE REQUIRED HEIGHT "H" PER THE "STEM HEIGHT" NOTE ON THIS SHEET. HEKED WJK INTERNL NGLE OF FRITION (DRINED), FOUNDTION SOIL, = 28 f UNDRINED SHER STRENGTH (OHESIVE), FOUNDTION SOIL, S = 00 PSF uf 2. SELET HEDWLL TYPE "", "" OR "" PER THE "WHEN TO UNIT WEIGHT OF ONRETE = 0 PF USE" NOTE ON THIS SHEET. SLOPE OF KFILL = 2: (TYPE & HEDWLLS) HEIGHT OF LIVE LOD SURHRGE = 2 FT (TYPE HEDWLLS) ONRETE LSS Q - OMPRESSIVE STRENGTH 4000 PSI (, WINGWLL ND FORESLOPE WLL) REINFORING STEEL - STM,, OR 7 GRDE 0 MINIMUM YIELD STRENGTH 0,000 PSI (EPOXY OTED) USE TYPE, ND HEDWLLS S FOLLOWS: USE TYPE HEDWLLS WHEN THE ENTERLINE OF THE ULVERT IS NORML TO THE RODWY. OTH WINGWLLS FOR TYPE HEDWLLS RE SKEWED T 4 FROM THE ULVERT ENTERLINE. USE TYPE HEDWLLS FOR RODWY SKEWS OF, 30 OR 4 DEGREES, OR WITH NO SKEW IF SITE ONDITIONS DITTE STRIGHT WINGWLL ND WINGWLL WITH 4 DEGREE SKEW. USE TYPE HEDWLLS ONLY WHERE SITE ONSTRINTS SUH S RIGHT-OF-WY OR UTILITIES PREVENT EXTENDING THE WINGWLLS TO INTEREPT THE GRDED SLOPE. OTH WINGWLLS FOR TYPE HEDWLLS RE PRLLEL TO THE RODWY. ULVERT SIZE LIMITTIONS: LIMIT USE OF THIS STNDRD DRWING TO PREST OX ULVERTS WITH SPNS RNGING FROM 8 FEET TO 20 FEET (IN 2 FEET INREMENTS ONLY), ND RISES RNGING FROM 4 FEET TO 0 FEET (IN FOOT INREMENTS). MKE REFERENE ON THE PLNS TO STM 433 FOR SPNS UP TO ND INLUDING 2 FEET. FOR SPNS GRETER THN 2 FEET ND UP TO ND INLUDING 20 FEET, REFER TO SUPPLEMENTL SPEIFITION 40. NY ULVERT WITH SPN OR RISE EXEEDING THESE LIMITS REQUIRES SPEIL WLL. USE 2" OX THIKNESS FOR SPNS IN EXESS OF 2 FEET. FORESLOPE WLL HEIGHT: THE FORESLOPE WLL HEIGHT WILL E EITHER " OR '-" OVE THE TOP OF THE ULVERT. STEM HEIGHT: LULTE THE STEM HEIGHT, MESURED FROM THE TOP OF THE TO THE TOP OF THE WLL, S FOLLOWS: H = OX RISE + 2 (OX SL THIKNESS) + REQUIRED FORESLOPE WLL HEIGHT SELET THE HEIGHT (H) Y ROUNDING UP TO THE NEREST VLUE SHOWN IN THE TYPE, OR HEDWLL TLES. SHOW THE " HEIGHT" ON THE PLNS. 3. FOR TYPE "" HEDWLLS, USE THE TLE ON SHEET 2/. FOR TYPE "" HEDWLLS, IDENTIFY THE SKEW NGLE OF THE ULVERT WITH RESPET TO THE RODWY "THET NGLE" (SEE GEOMETRI DIGRM ON SHEET 3/) ND USE THE TLES ON SHEETS 3/ ND 4/. FOR TYPE "" HEDWLLS, USE THE TLE ON SHEET /. 4. IN THE PPROPRITE TLE, SELET THE REQUIRED HEIGHT "H" FROM THE LEFTMOST OLUMN. FROM LEFT TO RIGHT FIND THE WINGWLL DIMENSIONS, DIMENSIONS, WINGWLL REINFORING DT ND ESTIMTED QUNTITIES FOR YOUR. MULTIPLY ESTIMTED QUNTITIES WITHIN THE LIMITS OF THE OX ULVERT Y [OX SPN + 2x (OX WLL THIKNESS)].. IN THE SEOND OLUMN, IDENTIFY THE NUMER. REFER TO THE " REINFORING" TLE ON SHEET / FOR THE REINFORING DT.. IDENTIFY THE REQUIRED FORESLOPE WLL HEIGHT OVE THE TOP OF THE OX ULVERT. REFER TO THE "FORESLOPE WLL QUNTITIES" TLE ON SHEET /. MULTIPLY ESTIMTED QUNTITIES Y [OX SPN + 2x (OX WLL THIKNESS)]. 7. FOR STNDRD HEDWLL DETILS, SEE SHEET /. 8. PROVIDE THE ULVERT & WINGWLL LYOUT ND ELEVTION VIEWS OF THE INLET ND OUTLET ENDS ON SHEET 2 OF THE PLN INSERTS. (THIS MY E OMPLISHED Y OPYING ND PSTING THE PPROPRITE DETILS FROM THE DT SHEETS.). USE THE ELETRONI SPREDSHEETS TO GENERTE REINFORING SHEDULES. UTOTLE METHOD: THE EXEL WORKSHEET ELLS USE ODOT UTOTLE STNDRD ROW HEIGHT ND FONTS. SELET THE REINFORING SHEDULE ON THE EXEL WORKSHEET ND USE 'RNGE IMPORT' OMMND ON UTOTLE T. SEE DDITIONL UTOTLE INFORMTION ON DD SUPPORT WESITE. PSTE METHOD: PSTE THE TLE INTO THE DD FILE. USE THE 'PSTE SPEIL' OMMND IN MIROSTTION, SELET 'PITURE OF MIRO- SOFT EXEL WORKSHEET', ND SET THE METHOD TO 'Y 2 ORNER POINTS'. SELET THE TWO ORNERS OF THE OX ON THE PPROPRITE REINFORING SHEET. DT SHEET O N RETE HE D W LLS FO R PRE ST O X ULVERTS 0. EDIT LL DIMENSIONS ON THE DETILS ORDING TO THE TLES ON THE DT SHEETS. ON THE DETILS SHOWING REINFORING, USE INFORMTION PIKED FROM THE DT SHEETS TO OMPLETE N UNDERSORE (_) OR STERISK ().. FILL IN THE ESTIMTED QUNTITIES ON SHEET OF THE PLN INSERTS. 2. DD PPROPRITE TO THE GENERL SETION ON SHEET OF THE PLN INSERTS. 3. FOR STRUTURES OVER 2 FEET IN SPN, INSERT THE OX ULVERT REINFORING DETIL OTINED FROM SUPPLEMENTL SPEIFITION 40. TO ER: ELETRONI SPREDSHEETS RE VILLE TO PRODUE REINFORING SHEDULES FOR THESE STNDRD HEDWLLS. MTH THE HEDWLL TYPE, OR WHEN USING THESE SHEETS. THE DETILS PROVIDED SHOWING SETIONS THROUGH THE ULVERT ENDS RE DETILED FOR THE INLET END. MKE PPROPRITE MODIFITIONS TO SHOW THE OUTLET ENDS.

11 L 0'-0" MX. LIMITS OF ULVERT QUNTITIES t ox, wll " PEJF ULVERT LIMITS OF WINGWLL ND WINGWLL QUNTITIES HEIGHT (H) WLL #2 h " ULVERT.J. OX SPN OX RISE FORESLOPE WLL Wll # " PEJF h HEKED ED URS STRUTUR L WJK 2' MIN. ' MX. HEIGHT H 4 SEE NOTE SPN/2 + SPN/2 + t ox, wll t ox, wll PLN TYPE HEDWLL WINGWLL WINGWLL DIM. LENGTH HEIGHT L h hf L '-0" UTOFF WLL Ht. hcw GROUND LINE 4" DI. WEEPHOLE hcw hf F.J. ELEVTION TYPE HEDWLL F OPTIONL.J. LEGEND. FOR SETIONS -, - ND F-F ND VIEW -, SEE SHEET /..J. ONSTRUTION JOINT PEJF PREFORMED EXPNSION 2. FOR S, SEE SHEET /. ENTER LINE JOINT FILLER LER QTY. QUNTITY 3. FOR FORESLOPE WLL REINFORING ND QUNTITIES, SEE SHEET /. ON. ONRETE REINF. REINFORING DI. DIMETER SER. SERIES 4. POROUS KFILL NOT SHOWN FOR LRITY. DIM. DIMENSION SHT. SHEET EXTEN. EXTENSION SP. SPING. THESE WLLS SHOULD E USED ONLY FOR WLL ONFIGURTIONS E.F. EH FE T& TOP ND OTTOM SHOWN IN THESE STNDRDS. F.F. FR FE TYP. TYPIL MX. MXIMUM. SHOW THE STTION ND OFFSET WITH RESPET TO THE ENTERLINE MIN. MINIMUM OF SURVEY ON THE PLNS. N.F. NER FE INLUDES ND UTOFF WLL ONRETE ND REINFORING WITHIN THE LIMITS OF THE OX ULVERT PER LINER FOOT. TO OTIN THE TOTL QUNTITY, MULTIPLY THIS VLUE/FOOT Y [OX SPN + 2x (OX WLL THIKNESS)]. TYPE HEDWLL WINGWLL REINFORING (SEE SHEET /) DIMENSIONS MX. SP. MX. SP. EXTEN. "X" R "Y" R (in) (in) LENGTH SIZE x SIZE y c (MIN.) WINGWLL WINGWLL ULVERT ULVERT WINGWLL WINGWLL ON. REINF. ON. REINF. ON. REINF. QTY. QTY. QTY. QTY. QTY. QTY. (cy) (ls) (cy) (ls) (cy/ft) (ls/ft) DT SHEET O N RETE HE D W LLS FO R PRE ST O X ULVERTS '-" 7'- 4'-" '-" 2'-" '-2" '-0" 8 8 2'-" '-" 8'-" 4'-" '-0" '-" 2'-" '-" '-0" 8 8 2'-" '-" 0'-0" '-0" '-" '-" 2'-" '-" '-0".. 2'-" '-" '-" '-" '- '-" 2'-" 2'- '-0" 8 3'-0" '-" 2'-" '-0" 2'-" '- 8 4'-2" '-" 4'- '-" 7'-" 3'-" ' '-0" '-" 2 '-" 8'-" 3'-" ' ' '-" 7'-" '-" 3'-" '- 8 '-2"

12 HEIGHT H LIMITS OF WINGWLL ND WINGWLL QUNTITIES L2 '-0" 4" DI. D WEEPHOLE D ULVERT ULVERT LIMITS OF ULVERT WLL #2 QUNTITIES.J. t ox, wll " PEJF SEE NOTE PLN SPN/2 + SPN/2 + t ox, wll t ox, wll TYPE HEDWLL FOR LL VLUES OF " " LIMITS OF WINGWLL ND WINGWLL QUNTITIES L 0'-0" MX. 4 - /2 2' MIN. ' MX. GEOMETRI DIGRM TYPE HEDWLL h2 " PEJF OX RISE (MIN.) hf OX SPN GROUND OPTIONL.J. LINE ELEVTION TYPE HEDWLL. FOR SETIONS -, - ND F-F ND VIEW -, SEE SHEET /. ULVERT 2. FOR S, SEE SHEET /. 3. FOR FORESLOPE WLL REINFORING ND QUNTITIES, SEE SHEET /. 4. POROUS KFILL NOT SHOWN FOR LRITY.. THESE WLLS SHOULD E USED ONLY FOR WLL ONFIGURTIONS RODWY SHOWN IN THESE STNDRDS. HEDWLL. SHOW THE STTION ND OFFSET WITH RESPET TO THE ENTERLINE OF SURVEY ON THE PLNS. INLUDES ND UTOFF WLL ONRETE ND REINFORING WITHIN THE LIMITS OF THE OX ULVERT PER LINER FOOT. TO hcw ".J. FORESLOPE WLL WLL # G G F F h HEIGHT (H) OTIN THE TOTL QUNTITY, MULTIPLY THIS VLUE/FOOT Y [OX SPN + 2x (OX WLL THIKNESS)]. = 0 = WINGWLL REINFORING UTOFF WINGWLL WINGWLLULVERT ULVERT WINGWLL WINGWLLULVERT ULVERT (SEE SHEET /) WINGWLL WINGWLL WINGWLL WINGWLL DIM. WLL DIMENSIONS WINGWLL WINGWLL WINGWLL WINGWLL ON. REINF. ON. REINF. MX. MX. EXTEN. Ht. "X" R "Y" R LENGTHS HEIGHTS ON. REINF. ON. REINF. QTY. QTY. LENGTHS HEIGHTS ON. REINF. ON. REINF. QTY. QTY. SP.(in) SP.(in) LENGTH QTY. QTY. QTY. QTY. QTY. QTY. QTY. QTY. (cy) (ls) (cy) (ls) hf hcw SIZE x SIZE y c L L2 h h2 (cy) (ls) (cy/ft)(ls/ft) L L2 h h2 (cy) (ls) (cy/ft) (ls/ft) STRUTUR L HEKED ED DT SHEET URS WJK O N RETE HE D W LLS FO R PRE ST O X ULVERTS '-" 4'-" '-" 2'-" '-8" '-0" 8 8 2'-" 7'-" 0'-0" '-" '- '-4" 4'-" '-" '-" '-" 2'-" 2'-" '-0" 2'-" 8'-" 4'-" 7'-" '-" 7'-" 4'-" '-" '-" '- '-" 2'-" 2'-" '-0" 8 '-" '-0" 8'-" '-" '-" '-0" ' '-" '-" 2'-" 2'-" '-0" 8 3'-2" '-4" '-0" '-" '-" '-2" '-" '-" '-" 8'-0" 3'-" ' '-7" 2'-" 8'-0" '-0" 0'-" '-8" '-0" 7'-" '-" 3 '-0" 4'-" ' '-" 4'-2" 20'-0" '-" '-" '-" 4'- '-" 8'-" '-" 7 0'-0" 4'-" '- 8 4'-" '-7" 2 2'-" '-" '-0" '-" '-" 8 '- ' '-" 2 7'-" 3'-" '-" 7'-" 7'-" 0' SEE "GEOMETRI DIGRM"

13 HEKED ED URS WJK STRUTUR L HEIGHT H DIM. hf ULVERT.J. ONSTRUTION JOINT RODWY HEDWLL ENTER LINE LER ON. ONRETE DI. DIMETER DIM. DIMENSION EXTEN. EXTENSION E.F. EH FE F.F. FR FE MX. MXIMUM MIN. MINIMUM N.F. NER FE GEOMETRI DIGRM UTOFF WLL DIMENSIONS Ht. LEGEND: PEJF PREFORMED EXPNSION. FOR, SEE SHEET 3/. JOINT FILLER QTY. QUNTITY REINF. REINFORING SER. SERIES SHT. SHEET SP. SPING T& TOP ND OTTOM TYP. TYPIL TYPE HEDWLL FOR LL VLUES OF = 30 = 4 WINGWLL REINFORING (SEE SHEET /) WINGWLL WINGWLL MX. MX. EXTEN. LENGTHS HEIGHTS "X" R "Y" R SP.(in) SP.(in) LENGTH hcw SIZE x SIZE y c L L2 h h2 WINGWLL WINGWLLULVERT ULVERT WINGWLL WINGWLLULVERT ULVERT WINGWLL WINGWLL WINGWLL WINGWLL WINGWLL WINGWLL ON. REINF. ON. REINF. ON. LENGTHS HEIGHTS ON. REINF. REINF. ON. REINF. ON. REINF. QTY. QTY. QTY. QTY. QTY. QTY. QTY. QTY. QTY. QTY. QTY. QTY. (cy) (ls) (cy) (ls) (cy) (ls) (cy/ft)(ls/ft) L L2 h h2 (cy) (ls) (cy/ft) (ls/ft) DT SHEET O N RETE HE D W LLS FO R PRE ST O X ULVERTS '-" 4'-" '-" 2'-" '-8" '-0" 8 8 2'-" 0'-0" 3'-" '-" 2'-" '-" '-" '-" 2'-" 2'-" '-0" 2'-" '-4" 4'-" 4' '-" 4'-" 3'-" '-" '- '-" 2'-" 2'-" '-0" 8 '-8" '-0" '-0" '-4" 4'-" '-0" '-" '-" 2'-" 2'-" '-0" 8 3'-2" '-0" 8'-0" '-" '-" '-" '-" '-" 4'-" '-" 8'-0" 3'-" ' '-7" 8'-0" '-4" '-0" ' '-7" 7'- '-0" ' '-" 3 '-0" 4'-" ' '-" 20'-0" 0'-8" '-" '-2" 8'-" '-" '-" '-" 7 0'-0" 4'-" '- 8 4'-" 2 7'-" '-" '-7" ' '-" 8 '- ' '-" 2 3'-4" 7'-" 8' '-" 0'-" 7'-" '-" SEE "GEOMETRI DIGRM" ON SHEET 3/

14 ULVERT " ULVERT FORESLOPE WLL STRUTUR L LIMITS OF ULVERT QUNTITIES L t ox, wll '-0" " PEJF SEE NOTE E 2' MIN. 0'-0" MX. SPN/2 + SPN/2 + ' MX. t ox, wll t ox, wll HEIGHT H PLN TYPE HEDWLL WINGWLL DIM. LENGTH L hf LIMITS OF WINGWLL ND WINGWLL QUNTITIES L 4" DI. G WEEPHOLE E HEIGHT (H) hcw LEGEND: GROUND LINE TYPE HEDWLL UTOFF WINGWLL REINFORING (SEE SHEET /) WLL DIMENSIONS MX. SP. MX. SP. EXTEN. Ht. "X" R "Y" R (in) (in) LENGTH hcw SIZE x SIZE y c.j..j. OX SPN G ELEVTION TYPE HEDWLL OX RISE hf (MIN.) " PEJF OPTIONL.J.. FOR SETIONS -, - ND F-F ND VIEW -, SEE SHEET /. 2. FOR S, SEE SHEET /. 3. FOR FORESLOPE WLL REINFORING ND QUNTITIES, SEE SHEET /..J. ONSTRUTION JOINT PEJF PREFORMED EXPNSION 4. POROUS KFILL NOT SHOWN FOR LRITY. ENTER LINE JOINT FILLER LER QTY. QUNTITY. THESE WLLS SHOULD E USED ONLY FOR WLL ONFIGURTIONS ON. ONRETE REINF. REINFORING SHOWN IN THESE STNDRDS. DI. DIMETER SER. SERIES DIM. DIMENSION SHT. SHEET. SHOW THE STTION ND OFFSET WITH RESPET TO THE ENTERLINE EXTEN. EXTENSION SP. SPING OF SURVEY ON THE PLNS. E.F. EH FE T& TOP ND OTTOM F.F. FR FE TYP. TYPIL INLUDES ND UTOFF WLL ONRETE ND REINFORING MX. MXIMUM WITHIN THE LIMITS OF THE OX ULVERT PER LINER FOOT. TO MIN. MINIMUM OTIN THE TOTL QUNTITY, MULTIPLY THIS VLUE/FOOT Y N.F. NER FE [OX SPN + 2x (OX WLL THIKNESS)]. WINGWLL WINGWLL ULVERT ULVERT WINGWLL WINGWLL ON. REINF. ON. REINF. ON. REINF. QTY. QTY. QTY. QTY. QTY. QTY. (cy) (ls) (cy) (ls) (cy/ft) (ls/ft) HEKED ED DT SHEET URS WJK O N RETE HE D W LLS FO R PRE ST O X ULVERTS '-" 0'-0" '- '-" 2'-" '-" '-0" '-" '-" '-" '-" 2'-" '-0" 2 2 2'-" '-" '- '-" 2'-" 2'-7" '-0" '-" '-" '-0" '-" 2'-" 2'-" '-0" '-8" '-" 8'-0" 8'-0" 3'-8" '- 8 3'-" '-" 20'-0" '-0" 3'-0" '- 8 4'-" '-" 4 2 '-" 4'- '- 8 '-2" '-" 2 0'-" 4'-8" '- 3. '-4"

15 # ORNER R "X" (F.F.) # # " PEJF SER."X" c/c (F.F.) SER. 8" MX. c/c (N.F.) ULVERT "V" "v" c/c (T) "W" "w" c/c () FN # (T&, TYP.) "Z" R "Y" "y" c/c (F.F.) VIEW - TYPE OR TYPE (WINGWLL #) SETION F-F "Z" "z" c/c TYPE OR TYPE (WLL #) WINGWLL 8" MX. 8" SER. # 8" MX. 8" MX. 8" SER. # FN # (T&, TYP.) "V" "v" c/c (T) "W" "w" c/c () 2-# RS (UTOFF WLL) 8" MX. SER. 8" # " PEJF "Y" "y" c/c (F.F.) SER. "X" "x" c/c (F.F.) SER. 8" MX. c/c (N.F.) SER. 8" MX. (T&) VIEW D-D TYPE WINGWLL #2 " PEJF "Y" "y" c/c (F.F.) SER. "X" "x" c/c (F.F.) SER. 8" MX. c/c (N.F.) TYPE WINGWLL ULVERT "V" "v" c/c (T) "W" "w" c/c () 2-# RS (UTOFF WLL) "Z" "z" c/c SETION G-G TYPE (WLL #2) OR TYPE WINGWLL VIEW E-E 8" MX. 2: hcw hf H WINGWLL SER. 8" 8" MX. "Z" RS '-" "z" c/c (MX.) t ox, VRIES top (MIN." MX. LOSURE POUR t ox, 4" DI. IN/FT " MIN. '-") 8"MX. NHOR DOWELS ot 2" MX. 2"MX. c "V" "v" c/c (MX.) "W" RS "w" c/c NOTE 0 (MX.) WINGWLL 8"MX. (T&) OX RISE (SEE NOTE ) GROUND LINE "X" "x" c/c (MX.) "Y" c/c (MX.) 2"MX. FORESLOPE WLL 8" MX. 2: (SEE NOTE 8) LEVEL SETION - (POROUS KFILL NOT SHOWN FOR LRITY) STRUTUR L HEKED ED DT SHEET URS WJK O N RETE HE D W LLS FO R PRE ST O X ULVERTS REINFORING FORESLOPE WLL QUNTITIES. FOR THE GENERL SEE SHEET /. 2. FOR THE LOTIONS OF SETIONS - ND -, SEE SHEETS 2/, 3/ ND /. 3. FOR THE LOTIONS OF VIEW - ND SETION F-F, SEE SHEETS 2/ ND 3/. 4. FOR THE LOTION OF VIEW D-D SEE SHEET 3/. (MIN.) hcw hf # 8"MX. (T&) MX. SP. "W", "Z" MX. SP. HEIGHT OF "V" R WIDTH (in) RS (in) FORESLOPE > WLL (ft) SIZE v SIZE w, z " 8 8 '-0" '-" 8 " 2 '- '-" 8 2 FORESLOPE WLL FORESLOPE WLL REINF. QTY. ON. QTY. (ls/ft) (cy/ft) FOR THE LOTION OF VIEW E-E, SEE SHEET /.. FOR THE LOTION OF SETION G-G, SEE SHEETS 3/ ND /. 7. FOR SIZE ND SPING OF "X" ND "Y" RS SEE SHEETS 2/ TO /. 8. 2: KSLOPE IS FOR TYPE WINGWLLS ND TYPE WINGWLLS.. LEVEL SURFE WITH 2 FOOT LIVE LOD SURHRGE IS FOR TYPE WINGWLLS. "Z" "z" c/c (MX.) '-" UTOFF WLL SETION - (ULVERT INLET EVEL SHOWN) INLUDES FORESLOPE WLL ONRETE ND REINFORING WITHIN THE LIMITS OF THE OX ULVERT PER LINER FOOT. TO OTIN THE TOTL QUNTITY, MULTIPLY THIS VLUE/FOOT Y [OX SPN + 2x (OX WLL THIKNESS)]. 0. THE INTERFE ETWEEN THE TOP OF ND SE OF WINGWLL STEM IS INTENTIONLLY ROUGHENED TO FULL MPLITUDE OF PPROXIMTELY /4" Y MENS OF SERRTED TROWEL.. WLL THIKNESS (t ox, wll) FOR PREST OX ULVERT IS S FOLLOWS: SPN = 8'-0" WLL THIKNESS = 8" SPN = 0'-0" WLL THIKNESS = 0" SPN > WLL THIKNESS = 2"