OKLAHOMA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN STANDARD DRAWINGS For use with the 2009 ODOT Standard Specifications and effective August,

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1 DRANAGE STRUCTURES PAVEMENTS MSCELLANEOUS CONSTRUCTON BARRER EROSON CONTROL CULVERT NSTALLATON OKLAHOMA DEPARTMENT OF TRANSPORTATON ROADWAY DESGN STANDARD DRAWNGS For use ith the 29 ODOT Standard Specifications and effective August, SHEET NO. DESCRPTON STANDARD R-1 EROSON CONTROL MAT ( EXCELSOR MAT ) ECM REV. NO. SHEET NO. DESCRPTON STANDARD R-47 STANDARD PPE NSTALLATON SP-4-1 R-2 EROSON CONTROL MAT ( NYLON ) ECM2-3- R-48 FLEXBLE PPE NSTALLATON FP-3-3 R-3 SOLD SLAB SODDNG SSS-1-1 R-49 STANDARD PPE BEDDNG SPB-1-4 R-4 TEMPORARY SEDMENT CONTROLS TSC R-5 FLL HEGHT TABLES ( METAL & POLYPROPYLENE PPES ) FHTMPP-1- R-5 TEMPORARY SEDMENT CONTROLS TSC R-51 FLL HEGHT TABLES ( CONCRETE PPES ) FHTCP-3-1 R-6 TEMPORARY SLT DKE TSD-2- R-52 STANDARD BOX NSTALLATON SB-4-2 R-7 TEMPORARY FBER LOG TFL-1-1 R-53 PPE UNDERDRAN NSTALLATON PUD-3-2 R-8 TEMPORARY ROCK FLTER DAMS TRFD-1-2 R-55 Discontinued R-11 ASPHALT SURFACNG CONSTRUCTON DETALS ASCD-5-2 R-56 Discontinued R-12 CONCRETE SURFACNG CONSTRUCTON DETALS CSCD-5-3 R-57 Discontinued R-13 Reserved R-58 Discontinued R-14 JONTS AND SEALERS LONGTUDNAL, EXPANSON & CONTRACTON LECS-4-1 R-59 CONCRETE LONGTUDNAL BARRER ( NCHRP 35 F-SHAPE ) CLB-1-2 R-15 LOAD TRANSFER UNTS FOR CONCRETE PAVEMENT JONTS LTU-4- R-62 MALBOX NSTALLATON M-3- R-16 CONTNUOUSLY RENFORCED CONCRETE PAVEMENT DETALS CRCP1-3- R-63 RURAL DRVEWAY NSTALLATON RD-3-1 R-17 CONTNUOUSLY RENFORCED CONCRETE PAVEMENT TERMNAL JONTS CRCP2-3- R-64 PAVED DTCHES AND FLUMES DC-3-2 R-18 PAVEMENT RECONSTRUCTON DETALS PR-3- R-65 PAVEMENT DROP-OFF TREATMENTS PDT-1-3 R-19 PORTLAND CEMENT CONCRETE PAVEMENT REPAR PCPR-3-1 R-66 RGHT-OF-WAY FENCE STYLE WWF ( WOVEN WRE FENCE ) RWF R-2 PAVEMENT EDGE DRAN PED-3-2 R-67 RGHT-OF-WAY FENCE STYLE SWF ( STRAND WRE FENCE ) RWF R-21 PAVEMENT SAFETY EDGE PSE-1- R-68 RGHT-OF-WAY FENCE STYLE CLF ( CHAN LNK FENCE ) RWF R-22 WHEELCHAR RAMPS WCR-3-1 R-69 Reserved R-23 TACTLE WARNNG DEVCES TWD-1- R-7 SUPERELEVATON SUEL R-26 CULVERT END TREATMENT SNGLE PPE NSTALLATON 1 TO 4 SAFETY SLOPE CET4S-3-2 R-71 SUPERELEVATON TABLES ( e max = 4% AND LOW SPEED URBAN STREETS ) SUEL R-27 CULVERT END TREATMENT SNGLE PPE NSTALLATON 1 TO 6 SAFETY SLOPE CET6S-3-2 R-72 SUPERELEVATON TABLES ( e max = 6% ) SUEL R-28 CULVERT END TREATMENT DOUBLE PPE NSTALLATON 1 TO 4 SAFETY SLOPE CET4D-3-2 R-73 SUPERELEVATON TABLES ( e max = 8% ) SUEL R-29 CULVERT END TREATMENT DOUBLE PPE NSTALLATON 1 TO 6 SAFETY SLOPE CET6D-3-2 NOTE: Standard draings for Reinforced Concrete Boxes are available in the O.D.O.T. Bridge Design Standards. NOTE: Standard draings for Rumble Strip are available in the O.D.O.T. Traffic Standards. R-3 PREFABRCATED CULVERT END SECTONS PCES-4-1 NOTE: Standard draings for Guard Rail are available in the O.D.O.T. Traffic Standards. R-31 SLOPED CONCRETE END SECTONS SCES-3- R-32 CONCRETE DROP NLETS FOR R. C. BOXES ( 3 x 2 TO 6 x 6 ) CDB-1- R-33 CONCRETE DROP NLETS FOR 3 DEG. SKEW R. C. BOXES ( 3 x 2 TO 6 x 6 ) CDB3-1- R-34 CONCRETE DROP NLET FOR 18 TO 72 R. C. PPES CDP-1-1 R-35 CONCRETE DROP NLET FOR 3 DEG. SKEW 18 TO 72 R. C. PPES CDP3-1- R-36 STANDARD MEDAN DRANS ( 18 TO 36 PPES ) SMD-3-1 R-37 GRATED PPE DROP NLET ( 18 TO 42 PPE ) GP-4- R-38 STORM SEWER CONSTRUCTON DETALS SSCD-3-1 R-39 CURB NLETS C-1-2 CURRENT AND DSCONTNUED STANDARDS ARE AVALABLE FROM: R-4 STORM SEWER NLET FRAMES ( CURB NLETS ) SSF-4- O.D.O.T. REPRODUCTON BRANCH, RM. 1-A1, 2 N.E. 21 ST, OKLAHOMA CTY, OK (45) R-41 CAST RON GRATES ( CURB NLETS ) CG-3- R-42 MANHOLE FRAME AND COVER MFC-4-1 FOR QUESTONS OR COMMENTS, CONTACT THE ROADWAY STANDARDS ENGNEER AT (45) R-43 MANHOLES AND JUNCTON BOXES MJB-3-1 OR BY EMAL AT RDWYSTDS@ODOT.ORG REV. NO.

2 (OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON DA TE 48" " ANCHOR FOLD SPACE STAPLES 36" (MAX.) ON OUTER VERTCAL EDGES ON EACH PANEL. SPACE STAPLES 36" (MAX.) AT CENTER OF EACH PANEL & OFFSET 18" FROM STAPLES AT OUTER EDGES.1 BOTTOM OF CUT OR FLL AT TOP OF CUT OR FLL SECTONS CONST. ANCHOR FOLD & STAPLE AT APPROX. 8" CTRS. BACKSLOPE AND FLLSLOPE PLACEMENT \1'' ' \\' ) WHEN TWO LENGTHS OF EXCELSOR MATS ARE TO BE 1 JONED TOGETHER CONSTRUCT A SPLCE JONT & STAPLE AT \11 APPROXMATELY 8" CTRS. ii' 11 /; (\\\ ' J1.,..,,,:.,,,,,. SPLCE JONT SPLCE JONT AND OVERLAP DETAL SPACE STAPLES 36" MAX AT CENTER OF EACH PANEL AND OFFSET 1'-6" FROM STAPLES AT OUTER EDGES. SPACE STAPLES 36" MAX ON OUTER HORZONTAL EDGES OF EACH PANEL. WHEN TWO LENGTHS OF EXCELSOR MA TS ARE TO BE JONED TOGETHER CONSTRUCT A SPLCE JONT AND STAPLE AT APPROX. 8" CENTERS. BEGNNNG & END OF MAT SHALL BE 6" BELOW EXSTNG SURFACE & BACKFLLED :._ : CHANNEL PLACEMENT 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. THS STANDARD DRAWNG SHALL BE USED N CONJUNCTON WTH MANUFACTURER'S SUGGESTED NSTALLATON PROCEDURES. 3. EXCELSOR MAT SHALL BE MEASURED & PAD FOR AS SQUARE YARDS OF MATERAL NSTALLED N PLACE, NOT NCLUDNG OVERLAPS OR SPLCES. ],1''. T2" BASS OF PAYMENT TEM NO. TEM 233 (E) EXCELSOR MAT UNT SY SLOPE APPLCATON ( BEGN AT TOP OF SLOPE ) DETAL OF WRE STAPLE OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS ECM1-3 R-1

3 ( OKLAl!Oh!A DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON 3" / 111_ = 111= _ = ll= ll DETAL A - EDGE OVERLAP UPPER SLOPE ANCHOR SLOT LOWER TERMNAL END (SOL) DETAL B - CHECK SLOT ALL SURFACES TO BE PROTECTED WTH NYLON EROSON CONTROL MAT, PROR TO PLACEMENT OF MAT, SHALL BE GRADED, SHAPED AND FNSHED SO THAT THE SURFACES ARE STABLE, FRM AND FREE OF ROCKS OR OBSTRUCTONS WHCH WOULD PREVENT THE MAT FROM LYNG N DRECT CONTACT WTH THE SOL SURFACE. DTCH ANCHOR SLOT LOWER TERMNAL END (CONCRETE) LAP JONT SLOPES: DETAL OF SLOPE PLACEMENT WHEN PLACNG MAT ON SLOPES, THE TOP END SHALL BE BURED AT LEAST 12" VERTCALLY N AN UPPER ANCHOR SLOT AND THE BOTTOM END SHALL BE BURED AT LEAST 6" N THE LOWER ANCHOR SLOT. THE MAT SHALL BE SECURED N THE ANCHOR SLOTS BY STAPLES, PROR TO BACKFLLNG THE SLOT. THE BACKFLL SOL SHALL BE FRMLY COMPACTED N THE ANCHOR SLOTS. LOWER ANCHOR SLOTS WLL NOT BE USED WHEN THE DTCH S LNED WTH CONCRETE OR OTHER TYPE MATERALS. THE MAT SHALL BE NSTALLED N A MANNER THAT WLL ALLOW THE DOWNGRADE EDGE TO OVERLAP THE PREVOUSLY LAD STRP. LAP JONTS OF 3" SHALL BE USED. UPPER TERMNAL END ( SOL) CONTRACTOR SHALL BE RESPONSBLE FOR THE PROPER MANTENANCE OF THE AREA UNTL THE ENTRE PROJECT HAS BEEN COMPLETED. TYPCAL MANTENANCE SHALL NCLUDE REFLLNG OF WASHED OUT AREAS, RESEEDNG AND REPLACNG MAT. ON SLOPES EXCEEDNG 5 FEET N SLOPE LENGTH, 6" DEEP CHECK SLOT SHALL BE NSTALLED EVERY 35 FEET AND THE MAT SECURED N THE CHECK SLOT BY STAPLES. OPE DRECT/ON - 36" DETAL OF DTCH PLACEMENT ll f/ J ll ll ll ll Jl_ Jf_ J/_ DETAL C - END OF ROLL OVERLAP DTCHES: THREE WDTHS OF MAT WLL BE REQURED FOR THE STANDARD DTCH PLACEMENT. THE CENTER WDTH PLACED FRST, THEN THE TWO SDE WDTHS. LAP JONTS OF 3" SHALL BE USED. AT THE TERMNAL ENDS OF THE Dl'TCH, THE MAT SHALL BE BURED AT LEAST 12" VERTCALLY N AN ANCHOR SLOT DUG NTO THE SOL. THE MAT SHALL BE SECURED N THE ANCHOR SLOT BY FASTENERS PROR TO BACKFLLNG THE SLOT. THE BACKFLLED SOL SHALL BE FRMLY COMPACTED N THE ANCHOR SLOT. ON DTCHES WTH GRADES EXCEEDNG 6 PERCENT, A 6" DEEP CHECK SLOT SHALL BE NSTALLED EVERY 25 FEET AND THE MAT SECURED N THE CHECK SLOTS BY FASTENERS. 'T' STAPLE DETAL END OF ROLL. THE ENDS OF THE ROLL OF MAT SHALL OVERLAP 3 FEET WTH THE UP SLOPE END ON TOP. STAPLNG. THE NORMAL SPACNG FOR STAPLNG SHALL BE 3 FEET ALONG THE EDGE LAP JONT AND DOWN THE CENTER OF EACH WDTH OF MAT. THE CENTER STAPLES SHOULD BE OFFSET 18" FROM EDGE STAPLES. THE MAT SHALL BE STAPLED ACROSS THE WDTH; N ANCHOR SLOTS, N CHECK SLOTS AND END OVERLAPS ON 18" CENTERS. TEMNO. BASS OF PAYMENT TEM 228 NYLON EROSON CONTROL MAT UNT SY WHEN SEEDNG DTCHES ONLY, MATS ARE NSTALLED AND APPROVED DURNG THE NORMAL 'OUT OF PLANTNG SEASON'. COMMON BERMUDA GRASS SEED AT THE RA TE OF 6 LBS. PER ACRE SHALL BE UNFORMLY SEEDED ON THE EXPOSED AREAS OF SOL BENEATH THE MAT. DURNG THE 'PLANTNG SEASON', THE SPECFED PLANT MATERAL (SODDNG, SPRGGNG OR SEEDNG) SHALL BE COMPLETED PROR TO PLACNG THE MAT N THE DTCH. WHEN SEEDNG S REQURED N DTCHES, T SHALL BE APPLED BY SEEDNG METHOD 'A', AS SPECFED N SECTON B OR HAND BROADCASTNG. FASTENERS. T SHAPED STAPLES. STAPLES SHALL BE MADE FROM A CONTNUOUS SNGLE STRAND OF NO. 8 GAUGE (.162) WRE. THE 'T' SHALL BE 4" ACROSS WTH ONE END BENT DOWNWARD 1)(." TO PREVENT TURNNG. THE STAPLE SHALL BE 8" LONG. SEE STANDARD DETAL. WHEN TGHT SOL S ENCOUNTERED, A 7" x 3/16" GUTTER SPKE WTH A 1)(." TN CAP (ROOFNG TNS ) AS A WASHER, MAY BE USED. THE TNS MAY NEED TO BE SLGHTLY PRE-PUNCHED. OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS ECM2-3 R-2

4 ( OKLAHOl!A DEPARDEl\"f OF TRfu'!SPORTAT!ON) STANDARD REVSONS DESCRPTON TAPER NOTE 'Y' DMENSON= SLOPE LENGTH x.17 TYPCAL PLACEMENT OF SOLD SLAB SODDNG ON FLL SLOPES, APPROACHES TO OVERPASSES AND BRDGES. 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. SOLD SLAB SOD SHALL BE PLACED N HORZONTAL ROWS WTH THE LONGEST SDE OF EACH SLAB RUNNNG PARALLEL TO THE ROADWAY, AND THE SLABS N AL TERNA TE ROWS STAGGERED HALF THE LENGTH OF EACH NDVDUAL SLAB. ENSURE THE ROWS RUN PARALLEL TO THE ROADWAY. 3. SLABS SHALL BE CUT AND HARVESTED WTH A COMMERCAL SOD CUTTER TO THE DMENSONS SHOWN, THEN LOADED, TRANSPORTED AND HANDLED ON PALLETS. 4. AFTER PLACEMENT OF SOLD SLAB SOD, EARTH AT THE OUTER EDGES OF THE PLACEMENT SHALL BE BACKFLLED AND LOOSELY COMPACTED TO AT LEAST 1" ABOVE THE TOP OF THE SOLD SLAB SODDNG. 5. ST AKE SOD ON ALL SLOPES 1:2 OR STEEPER, AND ON ANY AREAS THAT ARE N SUCH CONDTON THAT THERE S DANGER OF SOD SLPPNG. PERFORM STAKNG CONCURRENTLY WTH SOD PLACEMENT AND PROR TOT AMPNG WTH SOUND WOODEN STAKES APPROX MA TEL Y 1 NCH SQUARE OR 1 NCH N DAMETER AND NOT LESS THAN 12 NCHES N LENGTH, OR USE MET AL STAPLES N PLACE OF WOODEN ST AKES. PLACE, ST AKE AND STAPLE THE SOD WHERE NECESSARY, AND AS DETERMNED BY THE ENGNEER. TYPCAL PLACEMENT OF SOLD SLAB SODDNG N DTCHES SOLD SLAB SODDNG (MARCH 1 THRU AUGUST 31) THE PLACEMENT OF SOLD SLAB SOD SHALL BE RESTRCTED TO THE PEROD FROM MARCH 1 THRU AUGUST 31, UNLESS OTHERWSE APPROVED BY THE ENGNEER. BASS OF PAYMENT TEM NO. TEM UNT 23(A) SOLD SLAB SODDNG SY OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS SSS-1 R-3

5 ( OH.AHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON ) : /-/ ).',..:;,-, ).',.: /-, ).',,.:,-, )',.:,-, ).',,:,-,.:::',,.:,-, ).',.:,-, ).',.:,-,,'>: /-, ).',,:,-1 ::.',,: 1-/ 1, - '' 1, '' ', - 1, 1, ', ', 1, ', ', 1, LOOSE ROCK '{{ TO DSCHARGE.::::: PONT ::: '{{ c L NLET 1/2 PLAN VEW c _j ,',,.: 1-, ).',.:,-, )',.: /-, ).',,.:,-, )',.-: -,,',,,.-: -, ).',,:,-, ).',,:,-, ')',.: -,.,,,',.-: -, \... PLAN VEW VARABLE LENGTH AND WDTH LENGTH VARABLE TO FT STE _N-LE_T_ -- - _ -,..L-.:J<-_o,k--=-4 iiiw - RlOUNDLNE SECTON C- C SEDMENT BASN (TYPE ) SYMBOLOGY SYMBOL TO BE USED TO DENOTE DEVCE ON PLANS [;!] SECTON B-B SEDMENT BASN (TYPE 11 ) 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. WHEN TEMPORARY DVERSON DKES ARE USED, THEN TEMPORARY SLOPE DRANS WLL ALSO BE REQURED. 3. SEDMENT BASNS ARE TYPCALLY NOT RECOMMENDED FOR STES WTH FNE GRANED SOLS SUCH AS SL TS AND CLAYS. BASS OF PAYMENT TEM NO. TEM UNT 221 ( E) TEMPORARY SEDMENT BASN EA OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS TSC1-3 2 R-4

6 DVERSON DKES SECTON A-A SEDMENT FLTER TEMPORARY SEDMENT FLTER SYMBOLOGY SED TO DENOTE SYMBO N PLANS ----.:&St----,f41f 42,, (MN.l stgs 6" OR WMOAOXD)S (. PPACNG SLOPE DRANS ' D TEMPORARY SLT FENCE SYMBOLOGY USED TO DENOTE SYMBO ON PLANS 1. TEMPORARY SLT FENCE TYPCAL SLT FENCE PLACEMENT SEDMENT FLTER (TYPE ) RTMENT OF TRANSPORTATON OKLAHOMA Di6 SPECFCATONS TEMPORARY SEDMENT CONTROLS

7 ( Ol.l.AHOMA DEPARTMENT OF TRAl'SPORTATON) STANDARD REVSONS DESCRPTON STAPLES APRON NTERME DKES MUST BE SLOPED TOWARD THE CONTROL PONT ( 1%-2% GRADENT) r-<-r-----.ifr- DETAL OF NTERME DVERSON DKE NSTALLATON APRON ON THS SDE OF THE DKE SHOULD BE FOLDED UNDER THE DKE SECTON AND STAPLED DOWN. D L _1 TOP OVERLAP - N DRECTON OF FLOW LNED DTCH OR FLUME BACK APRON TUCKED & PNNED UNDERNEATH STAPLES STAPLES CONCRETE CURB OR RGHT-OF-WAY TEMPORARY SLT DKE NSTALLATON FOR TEMPORARY DTCH LNER TEMPORARY DTCH LNER SECTON A-A TEMPORARY SLT DKE NSTALLATON FOR DVERSON DKES AND OR DTCH LNER SECTON C- C SLT DKE UNT SOMETRC CUT SECTON r E,, SECTON D- D TEMPORARY SLT DKE NSTALLATON FOR CONTNUOUS BARRER,,, s: j\ STAPLES v,,,,,,, _i::.. '{'{_.., /.;;. >iy ;,,,,, it u..:,,,,,, l E 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. THS WORK SHALL CONSST OF FURNSHNG, NSTALLNG, AND MANTANNG THE TEMPORARY SLT DKE. THE DKES SHALL BE USED AS A CONTNUOUS LNE BARRER AT THE TOE OF SLOPE OR ACROSS THE ROADWAY DTCH TO CONTAN SEDMENT AND MNMZE EROSON, OR AS DRECTED BY THE ENGNEER. THESE DKES SHALL BE NSTALLED AND LOCATED AS SOON AS CONSTRUCTON WLL ALLOW OR AS DRECTED BY THE ENGNEER. 3. TEMPORARY SLT DKE SHALL BE TRANGULAR SHAPED HAVNG A HEGHT OF AT LEAST 8" TO 1" N THE CENTER WTH EQUAL SDES AND A 16" TO 2" BASE. THE TRANGULAR SHAPED NNER MATERAL SHALL BE URETHANE FOAM MEETNG THE REQUREMENTS FOR ASTM D3574. THE OUTER COVER SHALL BE A WOVEN GEOTEXTLE FABRC PLACED AROUND THE NNER MATERAL & ALLOWED TO EXTEND BEYOND BOTH SDES OF THE TRANGLE 24" TO 36". THS FABRC SHOULD BE MLDEW RESSTANT, ROT-PROOF AND RESSTANT TO HEAT AND ULTRAVOLET RADATON MEETNG REQUREMENTS FOR SEDMENT CONTROL N AASHTO M 288. THE DKES SHALL BE A TT ACHED TO THE GROUND WTH WRE STAPLES. THE STAPLES SHALL BE NO. 11 GAUGE WRE AND BE AT LEAST 6" TO 8" LONG. STAPLES SHALL BE PLACED AS SHOWN ON THESE DETALS. 4. ACCEPTED TEMPORARY SLT DKE, MEASURED AS PROVDED ABOVE, WLL BE PAD FOR AT THE CONTRACT UNT PRCE BD FOR TEMPORARY SLT DKE. PRCE BD WLL NCLUDE THE COST OF FURNSHNG THE DKES, NSTALLNG, MANTANNG AND REMOVAL WHEN DRECTED BY THE ENGNEER. DROP NLET DKE SECTON SECTON B - B TEMPORARY SLT DKE NSTALLATON FOR ROADWAY DTCH OR DRANAGE DTCH e PONT "1" MUST BE HGHER THAN PONT "2" TO ENSURE THAT WATER FLOWS OVER THE DKE AND NOT AROUND THE ENDS. STAPLES SHALL BE PLACED WHERE THE UNTS OVERLAP AND N THE CENTER OF THE UNT AS SHOWN ON THE DAGRAM. SECTON E- E TEMPORARY SLT DKE NSTALLATON FOR DROP NLETS SYMBOLOGY SYMBOL TO BE USED TO DENOTE DEVCE ON PLANS /\/\/\/\/\/\ NOTE: SLT DKE SHOULD ONLY BE USED FOR DROP NLETS N SUMP LOCATONS. FOR DROP NLETS ON GRADE, USE SEDMENT TRAPS OR OTHER CONTROL. BASS OF PAYMENT TEM NO. TEM UNT 221 (Fl TEMPORARY SLT DKE LF NOTE: SLT DKES ARE ONLY FURNSHED N 7' NCREMENTS. OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS TSD-2 R-6

8 ( 1\LAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON SEE DETAL B FOR STAKE SPACNG SEE DETAL A FOR SPACNG SEE DETAL C FOR TRENCHNG FBER LOGS SEE DTCH NSTALLATON TABLE FOR LOG SPACNG ALONG DTCH DTCH NST ALLA Tl ON GRADE SPACNG 2% 15 FT 3% 1 FT 4% 75FT 5% 5 FT *NOTE: PONTS 'A' AND 'C' ARE HGHER THAN PONT 'B'. SUGGESTED PLACEMENT AROUND CROSSDRANS, ON SLOPES, AND ACROSS DTCH BOTTOM. SYMBOLOGY -- SYMBOL TO BE USED TO DENOTE DEVCE ON PLANS TEMPORARY NLET PROTECTON 1. FBER LOGS ARE TO BE NSTALLED AND MANTANED ACCORDNG TO THE MANUFACTURER'S SPECFCATONS. * FORESLOPE SHOULDER 1:1 1 FEET 1:2 2 FEET 1:3 3 FEET * NOTE: SPACNG APPLES FOR BACKSLOPES AS WELL AS FORESLOPES.e----_1:_4_ F_EE_T_---j 1:6 6 FEET -6" FBER LOGS SHALL BE NSTALLED WTH ENDS TGHTLY ABUTTED. - 6" TRENCHNG= MN. 12"DA. *AREAS TO BE FLLED WTH COMPACTED SOL TAKEN FROM THE EX CAVA TED TRENCH. STAKE WLL BE DRVEN FLUSH WTH THE TOP OF THE LOG 2. TRENCHNG OF LOGS SHALL BE 2" TO 4" NTO SOL. BEFORE TRENCHNG, REMOVE ALL ROCKS, VEGETATON OR OTHER OBSTRUCTONS SO THAT THE NSTALLED LOGS WLL HAVE DRECT CONTACT WTH SOL. THERE SHALL NOT BE ANY GAPS BETWEEN THE LOGS AND THE SOL. 3. ST AKES DRVEN NTO LOGS SHOULD BE MADE OF WOOD. METAL ST AKES MAY BE USED N PLACE OF WOOD ST AKES N AREAS WHERE WOOD STAKES ARE UNABLE TO BE DRVEN, OR F APPROVED BY THE ENGNEER. WOOD STAKES SHALL BE%" BY%" MNMUM. LENGTH OF STAKES SHALL BE TWCE THE DAMETER OF THE LOG. 4. LOGS MAY BE MADE OF STRAW, EXCELSOR, COR OR OTHER SMLAR MA TER AL AS APPROVED BY THE ENGNEER. FBER NET SURROUNDNG THE LOG MAY BE SYNTHETC MA TER AL OR A NATURAL FBER. BASS OF PAYMENT TEM NO. TEM 221 (K) TEMPORARY FBER LOG UNT LF DETAL A - CROSS SECTON VEW DETAL B - FBER LOG FRONT VEW DETAL C - TRENCHNG OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS TFL-1 R-7

9 ( OKLAHQ;L\ DEPART!ENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON SEDMENT TRAPS CF SHOWN ON PLANS) EARTH EMBANKMENT WRE MESH (FOR TYPE 2 & 3) WDTH /,/,/ """""-cco-. -C',- =111 FLTER DAM AT TOE OF SLOPE CAN BE USED WHEN TEMPORARY SLT FENCE S NOT ADE QUA TE FOR CONDTONS. USED WTH ROCK FLTER DAM (TYPE 1) ONLY. ESTMATED QUANTTY=.28 C.Y. PER FOOT OF LENGTH. l OPTONAL SANDBAGS (SEE USAGE GUDELNES) FLTER DAM AT SEDMENT TRAP ROCK FLTER DAM (TYPE 1, 2, OR 3) SECTON C-C FLTER DAM AT CHANNEL SECTON ROCK FLTER DAM (TYPE 1, 2, OR 3) WRE MESH (FOR TYPES 2 & 3) CMN.) =:11 El""'-"4--l-LO""'-'"'-'U:::O""'-""'--'..="""-d. j..= "-d. j..c:o"'='j.l=rl FLTER FABRC SECTON D- D B L PLAN VEW B _j SECTON B - B SYMBOLOGY SYMBOL TO BE USED TO DENOTE DEVCE ON PLANS ROCK FLTER DAM USAGE GUDELNES ROCK FLTER DAMS SHOULD BE USED WHEN SGNFCANT AMOUNTS OF SEDMENT ARE ANTCPATED, TO DSSPATE THE ENERGY OF FLOWNG WATER AND COLLECT SEDMENT NEAR THE TOE OF SLOPES, AT UPSTREAM AND DOWNSTREAM DRANAGE STRUCTURES, N ROADWAY DTCHES AND N SMALL CHANNELS, AS SHOWN N PLANS OR AS DRECTED BY THE ENGNEER. 1. ALL CONSTRUCTON AND MA TER AL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. MATERALS SPECFCATONS FOR FLTER FABRC, STONE FLL FOR GABONS C ROCK )AND WRE MESH, SHALL BE N ACCORDANCE WTH THE STANDARD SPECFCATON SECTONS 712.2, AND 732.9, RESPECTVELY. 3. SPECFC DMENSONS OF ROCK FLTER DAMS OR SEDMENT TRAPS SHALL BE SHOWN ON THE PLANS. 4. ROCK FLTER DAM TYPES 2 & 3 SHALL BE SECURED WTH WRE MESH. THE ROCK SHALL BE PLACED ON THE MESH TO THE HEGHT & SLOPES SPECFED. THE MESH SHALL BE FOLDED AT THE UPSTREAM SDE OVER THE ROCK AND TGHTLY SECURED TO TSELF ON THE DOWNSTREAM SDE USNG WRE TES OR HOG RNGS. N STREAM USE, THE MESH SHALL BE SECURED OR STAKED TO THE STREAM BED PROR TO ROCK PLACEMENT. 5. A MNMUM DSTANCE OF 12 NCHES SHALL BE MANTANED BETWEEN TOP OF ROCK FLTER DAM WER AND TOP EMBANKMENT FOR FLTER DAMS AT SEDMENTATON TRAPS. ROCK FLTER DAMS SHALL BE EMBEDDED A MNMUM OF 4 NCHES NTO THE EXSTNG GROUND. WRE MESH 3 FT., 6 FT., OR 9 FT. WRE MESH x :::! : =.. oo.. _, N TYPE 1 ( 18 N. HGH WTH NO WRE MESH ) : TYPE 1 SHOULD BE USED AT THE TOE OF SLOPES, AROUND NLETS, N SMALL DTCHES AND AT DKE OR SWALE OUTLETS. THS TYPE OF DAM S RECOMMENDED TO CONTROL EROSON FROM A DRANAGE AREA OF 5 ACRES OR LESS. TYPE 1 SHOULD NOT BE USED N CONCENTRATED HGH VELOCTY FLOWS (APPROX. 7.9 FT./SEC. OR MORE) N WHCH ROCK WASH OUT MAY OCCUR. SANDBAGS MAY BE USED AT THE EMBEDDED FOUNDATON ( 4 N. DEEP (MN.) FOR BETTER FLTERNG EFFCENCY OF LOW FLOWS. TYPE 2 ( 18 N. HGH WTH WRE MESH): TYPE 2 SHOULD BE USED N DTCHES AND AT DKES OR SWALE OUTLETS. BASS OF PAYMENT TEM NO. TEM UNT 221 (G) TEMPORARY ROCK FLTER DAM (TYPE 1 ) CY 221 (G) TEMPORARY ROCK FLTER DAM (TYPE 2) CY 221 CG) TEMPORARY ROCK FLTER DAM (TYPE 3) CY 221 CG) TEMPORARY ROCK FLTER DAM ( TYPE 4) CY COST OF FLTER DAM (ALL TYPES) TO NCLUDE ALL MATERAL AND LABOR REQURED FOR CONSTRUCTl,Qlj. TYPE 3 ( 3 FT. HGH WTH WRE MESH): TYPE 3 SHOULD BE USED N STREAM FLOW AND SHOULD BE SECURED TO THE STREAM BED. A SACK GABONS ROCK FLTER DAM (TYPE 4) SECTON A-A TYPE 4 C SACK GABONS): TYPE 4 SHOULD BE USED N DTCHES AND SMALLER CHANNELS TO FORM AN EROSON CONTROL DAM. TEMPORARY ROCK FLTER DAMS OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS TRFD-1 2 R-8

10 ( OKLAHOMA DEPARTMENT OF TRN'SPORTATON) STANDARD REVSONS DESCRPTON 1' R WDTH AS SHOWN ON PLANS (1'-" MN.. 3'-" MAX.) r--- SYM. to';y ' o::f------''..:::.:'.----p ctd SYM. ct i- P DFORAS CONCRETE DRVEWAY TYPE DRVEWAYS (PRVATE OR RESDENTAL) F SPECFED N THE PLANS, CONSTRUCT CONDUT CROSSNG OF THE SPECFC SZE AND TYPE AT APPROXMATELY 3" BELOW FNSHED GRADE OF THE RAMP. SEE FOR DETALS. e BEGN ROLL CURB.TERMNATE CURB & GUTTER. CONTRACTON JONT P.C. CONC. PAVEMENT SEE PLANS FOR T THCKEN EDGE BY 2" N 3'-" :.;cj SOLATON li=:t; ;:t;tjj6±ltt2;:ttj JONT VARABLE T SEE PLANS F SPECFED N THE PLANS, CONSTRUCT CONDUT CROSSNG OF THE SPECFC SZE AND TYPE AT APPROXMATELY 3" BELOW FNSHED GRADE OF THE RAMP. SEE FOR DETALS. e BEGN ROLL CURB TERMNATE CURB & GUTTER 5'R. PLANS. (24' MAX.) PLANS. (24' MAX.) TYPE 2A DRVEWAYS CONE-WAY OPERATONS) NOTE: THCKNESS "T" TO MATCH $'.:' PAVEMENT THCKNESS. 3'-2" NO. 4 CC STRAGHT@3'-1" LONG P. C. RALROAD APPROACH SLAB WTH THCKENED EDGE AT RALROAD CROSSNG THCKENED EDGE OF CONCRETE RALROAD APPROACH SLAB SHALL EXTEND FROM OUTSDE TO OUTSDE OF SHOULDERS. COST OF CLASS A CONCRETE & RENFORCNG STEEL TO BE NCLUDED N THE PRCE BD FOR RALROAD APPROACH SLAB. BACK OF CURB S=5%(NORM.) S=8%(MAX.) R.R. ct 1'-" VAR. HEGHT CURB 112 R.R. f ( S_T_E_E_L-NO-T-SH-'-:W,,_ :,, ; c..' :: \ } DETAL OF CURBS ADJACENT TO RALROAD CROSSNGS 5'-" <TYP.) ROLL CURB 8'-" ( 8" CURB) 4'-" FOR SDEWALK CROSSNGS SV=V ARABLE SV = ± - 5% DESRABLE SV = ± 8% (MAX.) COMMERCAL SD = 8% (MAX.) SV = ± 15% (MAX.) RESDENTAL/PRVATE ± 2% MAX. sv - ==-<> ,;""' ::::::::: fable SLOPE - 6"(M/N.)- R.R. ct TYPE 2 & 2A COMMERCAL DRVEWAYS RADUS OF 2" MAY BE USED F APPROVED LONGTUDNAL JONT ct i-----=v""'ar,.,,,lable_, BY THE ENGNEER. NTEGRAL CURB (CONCRETE RETURN ONL y) El'dtFciN 114" HGH P.C. CONCRETE ASPHALT / : r- : 7;: :'.:. ' ;. '.. E; Mifr -'-"-""- :: :: u CJ :: :: u CJ ALT. SECTON B-B CONCRETE RETURN 1'-8" OR 2'-8" TYPCAL STREET RETURN A 8" A 6" & 8" BARRER CURB ' :: 9 "' A 1'-8" OR 2'-8" 8" :f y: ie/:1{{!,', A NOTCHED 6" & 8" BARRER CURB ALT. SECTON B-B ASPHALT RETURN ( WHERE CURB AND GUTTER S USED ) A 1'-8" OR 2'-8" A 6" MOUNT ABLE CURB A 1'-8" OR 2'-8" A NOTCHED 6" MOUNT ABLE CURB A 4" MOUNT ABLE CURB 1'-8" OR 2'-8" CONCRETE DVDNG STRP A A NOTCHED 4" MOUNT ABLE CURB COMBNED CURB & GUTTER TYPCAL SECTONS NOTE: T DMENSON EQUALS THE THCKNESS SHOWN ON TYPCAL SECTON. (MN.=6") () DMENSON EQUALS THE THCKNESS ASPHALT CONC. SHOWN ON TYPCAL SECTON. ( MN.=2"; MAX.=4") [;ii RADUS OF 2" MAY BE USED F APPROVED BY THE ENGNEER. liij BATTER OF 2" MAY BE USED F APPROVED BY THE ENGNEER. 8" :: Z CJ :: oo WU 4"or 6" SECTON A-A BUTT JONTS SEAL JONT AS SHOWN ON ROADWAY STANDARD LECS-4. SEE PLANS 1"RAD. SECTON A-A SOLATON JONTS CURB & GUTTER JONTS BUTT & SOLATON JONTS TO EXTEND THROUGH CURB & GUTTER TO BACK OF CURB DRECTON OF TRAFFC THESE AREAS TO BE NCLUDED N COST PER LN. FT. OF COMBNED CURB & GUTTER..;.',... ; ".,. ' GUTTER WDTH AS SHOWN ON PLANS. 4" MOUNT ABLE CURB LENGTH 1' 6" MOUNT ABLE OR DETERMNED BY 6" BARRER CURB. (SHOULDER WDTH VAR. 4" MOUNT ABLE TO MNUS GUTTER WDTH) 6" MOUNT ABLE OR MULTPLED BY FVE 6" BARRER CURB. BEGNNNG CURB & GUTTER " VAR. 6" HGH TOO". ENDNG CURB & GUTTER SECTON D-D ALONG DRVE [J WHEN SDEWALK S BUil T DRECTLY BEHND CURB, THE CONCRETE DRVEWAY SHOULD BE CONSTRUCTED & EXTENDED TO THE BACK EDGE OF SDEWALK. 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. COST OF JONT FLLERS, SEALNG AND RENFORCNG STEEL SHALL BE NCLUDED N PRCE BD FOR OTHER TEMS OF WORK. 3. TRANSVERSE SOLATON JONTS FOR CONCRETE DVDNG STRP AND CONCRETE MEDAN (MOUNTABLE CURB TYPE) TO BE 112" SOLATON JONT FLLER AT 5' CC, 114" SOLATON JONT MATERAL AT 113 PONTS BETWEEN 112" SOLATON JONTS. FLLER MATERAL TO BE PREMOLDED AND JONTS TO BE SEALED AS SHOWN ON ROADWAY STANDARD LECS COMBNED CURB & GUTTER SHALL HAVE 314" SOLATON JONTS AT DRANAGE STRUCTURES, STREET CURB RETURNS AND AT THOSE LOCATONS SHOWN ON THE PLANS. BUTT OR SAWED JONTS SHALL BE SPACED AT 2'-" CENTERS MAX. JONT FLLER N THE CURBS SHALL EXTEND TO WTHN 2" OF THE FACE & TOP OF CURB. ALL JONTS SHALL BE SEALED AS SHOWN ON ROADWAY STANDARD LECS ALL CONDUT CROSSNGS ARE TO BE TRENCHED, PLACED, BACKFLLED AND COMPACTED PROR TO SURFACNG. BORNG OR PUSHNG PROCEDURES MAY BE USED WHERE SURFACNG S ALREADY N PLACE AND F APPROVED BY THE ENGNEER. 6. F CONDUT S NOT CONTNUOUS BETWEEN DRVEWAYS OR RAMPS. CAP BOTH ENDS OF EACH CONDUT CROSSNG AND PLACE MARKER TO PREVENT DAMAGE DURNG CONSTRUCTON. 7. CONDUT SHALL NOT TERMNATE BELOW A SURFACED AREA, BUT SHALL EXTEND A MNMUM OF 2'-" PAST EDGE OF PAVNG. 8. FOR PULL BOX NSTALLATON DETALS, SEE TRAFFC STANDARD PBD1-1 (PULL BOX DETALS). TEM NO. 414CH) BASS OF PAYMENT TEM P. C. RALROAD APPROACH SLABS 59 (8) CLASS A CONCRETE 69 (B) J COMBNED CURB & GUTTER C ) 61 ( B) T CONCRETE DRVEWAY 61 (Cl T CONCRETE DVDNG STRP 61 (H) T ASPHALT DVDNG STRP WDTH OF CURB & GUTTER WLL BE SPECFED. HEGHT & TYPE OF CURB SHALL BE SPECFED. T THCKNESS WLL BE SPECFED. ASPHALT SURFACNG CONSTRUCTON DETALS OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS ASCD-5 UNT SY CY LF SY SY SY 2 R-11

11 (OKLAHOMA DEPARTMENT OF TRANSPORTATON) ST AND ARD REVSONS DESCRPTON DA TE 15' R (MJNT -r :?' s ""' CONSTRUCT DRVEWAY TO HERE UNLESS OTHERWSE NOTED ON PLANS 15' R. r (MNJ \ / Ct'. "' 6 PLANS. (36' MAX.) PLANS. (24' MAX.) PLANS. (24' MAX.) TYPE 2 DRVEWAY TYPE 2A DRVEWAYS (TWO -WAY OPERATON) (ONE -WAY OPERATON) 4'-" FOR SECTON C-C ALONG DRVE FOR STREET RETURN DETALS SEE ROADWAY STD. ASCD-5. SV=VARABL C-----r--N--- Ci:_ \ ONPLANS. /,, DRVEWAY \ / -;:,/ \.<>'?-.<::!'/ _,_ \ 'ty_/ 1 \ oc ', / "'- END ROLL CURB.,_ 1'-" 14'-" TO Ci:_ RALROAD Ci:_ VAR. HEGHT CURB OMT CURB 1/2 1,,i.1 >>':.'<;sss;:;>'.c'. > -:. 1;..: DETAL OF CURBS ' < _< 1 ADJACENT TO RALROAD CROSSNGS CONC. DVDNG STRP VARABLE (SEE PLANS.) t - /?;:, -'. ::::.':.::..':::".: : :.:.::: /7\ -1 CURB _./ '.,.: THS AREA TO BE :- ': ;.,. DEPTH=4" or 6" N CURB/SDEWALK APPLCATONS SEALANT & EXPANSON MATERAL NOT REQURED BETWEEN STRAGHT SECTONS OF CURB/SDEWALK COMBNATONS WHEN OPPOSNG EDGE OF SDEWALK S UNCONSTRANED :::.: ;.:y: :-/UU.: BACKFLLED AS SHOWN :;.":': :-- ': ::..- ::-.': :'.. : i;.:-s.:i::.::j g SA ) :.:{:.. ;:L:'. :: CONCRETE DVDNG STRP TRANSVERSE EXPANSON JONTS TO BE 112" EXPAN. JONT FLLER AT 5'-" CC, 114" EXPANSON JONT MATERAL AT 113 PONTS BETWEEN 112" EXPANSON JONTS. FLLER MATERAL TO BE PREMOLDED & JONTS TO BE SEALED AS SHOWN ON STANDARD DRAWNG LECS-4. JONTS N DVDNG STRP SHOULD ALGN WTH CURB EXPANSON JONTS. DRECTON OF TRAFFC THESE AREAS TO BE NCLUDED N COST PER LNEAR FOOT OF NTEGRAL CURB. NTEGRAL CURB OFFSET AS SHOWN ON PLANS. ll %"EXPANSON JONT NO LOAD TRANSFER DEVCES [)PAD FOR AS CONCRETE DRVEWAY (NCLUDES CURB) e BEGN ROLL CURB & TERM NA TE NTEGRAL CURB. POUR APRON & CURB NTEGRAL WTH DRVEWAY F SPECFED N THE PLANS. CONSTRUCT CONDUT CROSSNG OF THE SAME SZE & TYPE SPECFED AT APPROXMATELY 3" BELOW FNSHED GRADE OF RAMP. SEE FOR DETALS. LENGTH DETERMNED BY (SHOULDER WDTH MNUS CURB OFFSET) MULTPLED BY FVE. CURB BEGNNNG 6" MOUNT ABLE OR 6" BARRER CURB. VARES 4" MOUNTABLE TO 6" MOUNT ABLE OR 6" BARRER CURB. VAR. 6" HGH TOO". CURB ENDNG 3" LONG NO. 5 RENF. BARS BENT 9 & PLACED PROR TO PAVNG O i= itci > <t.. Q:; ll 1'-3" SECTON B-B RENF. BARS STRAGHTENED AFTER PAVNG PREMOLDED EXPANSON FLLER. TO EXTEND TO WTHN 2" OF FACE & TOP OF CURB AND SEALED AS SHOWN ON ROADWAY STANDARD LECS-4. SAWED JONT LNE OR TOP EXPANSON JONT MATERAL. CURB JONT WTH EXPANSON MATERAL EE AL TERNA TE CURB JONT ll%" EXPANSON JONTNO LOAD TRANSFER DEVCES TYPE 2 & 2A COMMERCAL DRVEWAYS [)PAD FOR AS CONCRETE DRVEWAY (NCLUDES CURB) NOTE: WHEN SDEWALK S BULT DRECTLY BEHND THE CURB e BEGN ROLL CURB & TERMNATE NTEGRAL CURB. THE CONCRETE DRVEWAY SHOULD BE CONSTRUCTED POUR APRON & CURB NTEGRAL WTH DRVEWAY AND EXTENDED TO THE BACK EDGE OF SDEWALK. F SPECFED N THE PLANS, CONSTRUCT CONDUT CROSSNG OF THE SAME SZE & TYPE SPECFED AT APPROX MA TEL Y 3" BELOW FNSHED GRADE NO. 4 DEFORMED TE BAR 8" LONG, OF RAMP. SEE FOR DETALS. CC ( 1" CC AT DRVEWAYS) COST TO BE NCLUDED N OTHER TEMS OF WORK. END OF DAYS RUN OR WORK STOPPAGE. 9" 1" DOWEL FOR 6" TO 8" PAVNG 1,V,," DOWEL FOR SY," TO 1" PAVNG 1Y," DOWEL FOR 1Y," & THCKER PAVNG DOWELS SPACED AT 12" CTRS. NOTE: SMOOTH DOWELS TO BE PLACED BEFORE FNAL STRKEOFF AND VBRA TO OF CONCRETE. SAW & SEAL AS SHOWN ON ROADWAY STANDARD LECS-4. TRANSVERSE CONSTRUCTON JONT (TO BE USED AT END OF DAYS PLACEMENT OF CONCRETE OR ANY STOPPAGE OF 3 MNUTES OR MORE.)!--APPROX. 2" TYPE OF CURB APPROX., AS SPECFED '.;': CURB HEGHT.-:-,':";:-:: :.: THS SECTON '. : :. ':... ONLY POURED.":;'... :.. :.:. '.... b b BEHND CURB _. : _. : ' _. :., o AT TE-N TO -APPROX:;:- Q 12" B DRVEWAYS. OPTONAL CURB CONSTRUCTON FOR SLP FORM PAVNG HEADE:i FORM B PLAN DETAL OF CONCRETE SDEWALK 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. ALL COST OF CLASS A CONCRETE & RENFORCNG STEEL N THCKENED EDGE AT RALROAD CROSSNGS SHALL BE NCLUDED N THE UNT PRCE BD FOR APPROACH SLAB-RALROAD. 3. COST OF JONT FLLERS, SEALNG AND RENFORCNG STEEL SHALL BE NCLUDED N PRCE BD FOR OTHER TEMS OF WORK. 4. CONTRACTON JONTS N JONTED P.C. PAVEMENT SHALL BE AT APPROXMATELY 15'-" CENTERS. UNLESS OTHERWSE SHOWN ON THE PLANS. 5. CURB & GUTTER SHALL BE PLACED NTEGRAL WTH THE PAVNG SLAB UNLESS OTHERWSE SHOWN N THE PLANS. TRANSVERSE JONTS SHALL MATCH PAVEMENT JONTS AND PLACED AT DRANAGE STRUCTURES. LONGTUDNAL JONTS SHALL BE TED WTH #5 DEFORMED TE BARS 2'-6" LONG AT 3'-" CTRS. SEE TED BUTT AND LONGTUDNAL CONSTRUCTON JONT DETAL ON ROADWAY STANDARD LECS ALL CONDUT CROSSNGS ARE TO BE TRENCHED, PLACED. BACKFLLED. AND COMPACTED PROR TO SURFACNG. BORNG OR PUSHNG PROCEDURES MAY BE USED WHERE SURFACNG S ALREADY N PLACE AND F APPROVED BY THE ENGNEER. 7. F CONDUT S NOT CONTNUOUS BETWEEN DRVEWAYS/RAMPS, CAP BOTH ENDS OF EACH CONDUT CROSSNG AND PLACE MARKER TO PREVENT DAMAGE DURNG CONSTRUCTON. 8. CONDUT SHALL NOT TERMNATE BELOW A SURFACED AREA, BUT SHALL EXTEND MNMUM OF 24" PAST EDGE OF PAVNG. 9. FOR PULL BOX NSTALLATON DETALS. SEE TRAFFC STANDARD PBD1-1. BASS OF PAYMENT TEM NO. TEM UNT 414(H) P. C. RALROAD APPROACH SLABS SY 69 (A) CONCRETE CURB ( NTEGRAL) LF 61 (Al..Y_ CONCRETE SDEWALK SY 61 ( B)..Y_ CONCRETE DRVEWAY SY 61 ( C) T CONCRETE DVDNG STRP SY SECTON TED LONGTUDNAL BUTT JONT (TO BE USED BETWEEN ADJACENT PAVNG LANES) NOTE: LONGTUDNAL BUTT JONT TE BAR STEEL AND PLACEMENT METHOD NOT COVERED ON THS STANDARD SHALL BE APPROVED BY THE ENGNEER. NOTCHED 6" & 8" BARRER 6" & 8" BARRER 6" MOUNT ABLE NTEGRAL CURB TYPCAL SECTONS 4" MOUNT ABLE!iiii;J RADUS OF 2" MAY BE USED F APPROVED BY THE ENGNEER. i"'!! BATTER OF 2" MAY BE USED F APPROVED BY THE ENGNEER. () DMENSON EQUALS THCKNESS OF ASPHALT CONCRETE SHOWN ON TYPCAL SECTON ASPHALT CONCRETE THCKNESS ( 2" MN.; 4" MAX.) OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS CSCD-5 3 R-12

12 ( OKLAHO!!A DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON f 6 ' ZY O () _J -<t =' U)(f) f 6 ' ZY o () _J -<t =' (/)(/) 1/4" 1/4" MN., 3/8" MAX. _et SEE NOTE 3 NON-DOWELED CONTRACTON JONT SLCONE SEALANT OPTON SLCONE SEALANT OPTON HOT POUR OPTON HOT POUR OPTON NO SEALANT OPTON DOWELED CONTRACTON JONT SAWED AND SEALED, CONTRACTON AND LONGTUDNAL JONTS AL TERNA TE DETALS UNLESS OTHERWSE SPECFED N THE PLANS, ONLY THE SLCONE SEALANT OPTONS WLL BE ALLOWED. SEE DETALS FOR SAWED AND SEALED CONTRACTON JONTS\ THE TE BARS SHALL NOT BE PLACED CLOSER THAN 24" TO A EVENTUAL TRANSVERSE JONT. +-,.::' ; ;::;'.,;::: t@'::.":@:er ::;,:.:. $,. : ::d'i fo::: k::. M:'.i t:(.:: '. f- NO. 4 DEF. TE BARS; 2'-6" LONG AT 2'-6"CTRS. TO BE SUPPORTED AT EACH END BY AN APPROVED BAR SUPPORT OR PLACED BY AN APPROVED MECHANCAL DEVCE NTO THE FRESH CONCRETE. LONGTUDNAL JONT WHERE CURB S CONSTRUCTED SEPARATE FROM THE SLAB & SECURED BY PNS, THE CURB SHALL BE SAW CUT UP THE FACE AND ACROSS THE TOP OF THE CURB AT LOCATONS OF ALL CONTRACTON JONTS. JONT SEALER WLL BE REQURED N CUTS NTHE CURB. Wf O<t () _J -<t =' (/) Ul CONTRACTON JONF.<;.: ;:....:::.: :... \ : :.:_>_::.:::CKER ROD (EXSTNG) ::.: :::..-:,.;. -.:... <;-..;' :; ;:-":. '.»/ JONT REHABLTATON DETALS, ONT REHABLTATON TREATMENT TABLE SLCONE SEALANT JONT DEPTH SEALANT SEALANT BACKER WDTH OF RECESS THCKNESS ROD CUT DEPTH 3/8" 11/4" 3/8" 3/16" 1/2" 1/2" 1314" 3/8" 114" 518" 314" 1314" 318" 318" 7/8" 718" 1314" 112" 7116" 1" 1" 2" 112" 112" 1118" OVER 1" OVER 2" 112" 112" 1114" THE TE BARS SHALL NOT BE PLACED CLOSER THAN 24" TO AN EVENTUAL TRANSVERSE JONT. NO SAWNG OR SEALNG S REQURED NO. 5 DEFORMED TE BARS 2'-6" LONG AT 3'-" CTRS. TO BE OMTTED WHEN NON TED JONT S SPECFED. SLCONE JONT nq) SEE NOTE 3 SEALER 1. ALL CONSTRUCTON AND MATERALS REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. ALL CONCRETE JONT SEALNG SHALL BE N ACCORDANCE WTH SECTON 415 OF THE SPECFCATONS. CONTRACTON JONT WTH SEP ARA TE CURB 3. THE SHAPE FACTOR, COMBNED WTH THE JONT CLEANLNESS, S THE CRTCAL COMBNATON NECESSARY TO GUARANTEE DESRED BONDNG AND FUNCTON OF SEALED JONTS. THE JONT SHAPE FACTOR S DEFNED AS THE FNAL PRESSED SHAPE OF THE SLCONE MATERAL. THE TOOLNG OPERATON WLL FRMLY PRESS THE FRESHLY APPLED MATERAL NTMATELY AGANST THE CUT SDES OF THE RECESS AND THE BACKER ROD SURFACES. THE ROUNDED SHAPE ON TOP AND BOTTOM OF THE SLCONE ALLOWS THE SEALANT TO PROPERLY FLEX BUT MANTAN ADHERENCE TO THE PAVNG. SELF LEVELNG SEALANTS WLL BE NSTALLED TO BE FLUSH WTH THE PAVEMENT SURFACE TED BUTT JONT AND LONGTUDNAL CONSTRUCTON JONT FOR BAR SZE. LENGTH & SPACNG, SEE ROADWAY STANDARD L TU-4 FOR DOWEL BAR SUPPORT DETAL, SEE ROADWAY STANDARD L TU-4 SEE DETAL FOR SEALED EXPANSON JONT. EXPANSON JONT/ SOLATON JONT OMT DOWEL BARS, CAPS & SUPPORTS FOR SOLATON JONTS SAW AND PLACE BACKER ROD UP THE FACE, AND ACROSS THE TOP, OF THE CURB. CONTRACTON JONT WTH NTEGRAL CURB PREFORMED EXPANSON JONT FLLER EXPANSON JONTS/ SOLATON JONTS HOT POURED JONT SEALANT MAY BE USED N LEU OF BACKER ROD AND SLCONE SEALANT, F APPROVED BY THE ENGNEER EXPANSON JONT/ SOLATON JONT TREATMENT TABLE SEALANT SLCONE BACKER JONT RECESS SEALANT ROD WDTH DEPTH THCKNESS 112" 318" 114" 518" 314" 318" 3/8" 718" 1" 318" 112" 1114" 1112" 112" 3/4" 2" 2" 112" 314" 2112" EXPANSON OR SOLATON JONT WDTH SHALL BE 112'', UNLESS OTHERWSE SPECFED ON THE PLANS. TABLE VALUES, AS SHOWN THS TABLE, SHALL BE USED N THOSE SPECFED CASES. 4. ON JONTED PORTLAND CEMENT CONCRETE PAVEMENTS, DOWELLED CONTRACTON JONTS SHALL BE USED ON DRVNG LANES ONLY. CONCRETE SHOULDERS SHALL NOT BE DOWELLED UNLESS SPECFED ON THE PLANS. 5. LONGTUDNAL JONTS BETWEEN PAVEMENT AND TED CONCRETE SHOULDERS SHALL NOT BE SAWED OR SEALED UNLESS OTHERWSE SHOWN ON THE PLANS. 6. ON ALL SAWED JONTS, THE KERF DEPTH SHALL CLEAR DOWEL BARS, TE BARS AND/OR RENFORCNG STEEL BY A MNMUM OF 112". 7. CONTRACTON JONTS N JONTED P. C. PAVEMENT SHALL BE AT APPROXMATELY 15'-" CENTERS, UNLESS OTHERWSE SPECFED ON THE PLANS. 8. TRANSVERSE GROOVNG SHALL BE CONSTRUCTED TO THE FOLLOWNG DMENSONS: Ys" TO 1(e" WDE, Ys" TO 1(e" DEEP, AND EQUALLY SPACED AT "TO 1" APART. GROOVES SHALL BE NEAT N APPEARANCE, OF UNFORM DEPTH, AND LOCATED 1" TO 3" FROM NEAREST CONTRACTON JONTS. OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS LECS-4 R-14

13 ( OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON B l.a.. 11 DOWELS ON 12" CENTERS (12' LANE) 13 DOWELS ON 12" CENTERS (14' LANE) A - c= = = t= "" :11= A - "" "" "" PLAN VEW ii j B FOUR 7 GAGE (.177") SPACER WRES PER UNT. SPECFED.A.. 11 DOWELS ON 12" CENTERS (12' LANE) 13 DOWELS ON 12" CENTERS (14' LANE) PLAN VEW B DOWEL BAR TABLE A SPACNG&SZEDATA ( T) TOTAL CC SLAB DOWEL DOWEL DOWEL DEPTH DA. LENGTH SPACNG 6" - 8" 1" 18" 12" 8 1/2" - 1" 1Y," 18" 12" 1 1/2" & UP 1.Y," 18" 12" DOWEL DAMETER WLL BE DETERMNED BY THE SLAB DEPTH ( T) OR THE NOMNAL DEPTH WHEN SLAB DEPTH VARES. WHEN NOMNAL DEPTH VALUE S TO BE USED, THE CALCULATED NOMNAL DEPTH WLL BE SHOWN ON THE PLANS. PAVEMENT SURFACE SA WED TRANSVERSE 9" ± 3" JONT, T/3 DEPTH \r , " " " " " " Q " T) Q T) " f-- '1 ' " '1 18" DOWEL CSEE DOWEL BART ABLE) Q Q... ' SPOT WELD " v " f-- AL TERNA TE ENDS 11/4" Q ' ' " ' ' ' OF DOWEL '1 APPROX. 1/ Ga. (.36") WRE l±j " U),, 'n n '" 111= =111 SECTON A-A EDGE OF 12'-" PAVNG LANE (11 BARS) EDGE OF PAVNG LANE 14'-" PAVNG LANE (13 BARS) PAVNG LANE SECTON B - B r? f '1 ' " " " " '1 PAVEMENT SURFACE Q oc... f-- - " \', U) " ll=!!/ EDGE OF PAVNG LANE ". " ox.. " 5 Ga. WRE " (.27") SECTON A -A 11/2" EXPANSON JONT SEE ROADWAY STANDARD LECS-4 " 18"DOWEL SEE DOWEL BAR TABLE) " 1/ Ga. WRE (.36") 2 Ga. WRE (.262") 12'-" PAVNG LANE (11 BARS) 14'-" PAVNG LANE (13 BARS) ///=!// SECTON B- B r Q EDGE OF PAVNG LANE A ALL CONSTRUCTON AND MA TER AL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. ANY DEVCE USED FOR SUPPORTNG DOWELS SHALL HAVE SUFFCENT RGDTY AND BE HELD N PLACE DURNG CONCRETE PLACEMENT SO THAT DOWELS WLL BE N SPECFED POSTON N THE FNSHED PAVEMENT. ANY DEVCE NOT PRODUCNG THE SPECFED RESULTS SHALL BE REJECTED. 3. PRODUCER AND CONTRACTOR SHALL AVOD PATENT NFRNGEMENT OF THE BASKET AND SHALL SAVE THE ST A TE HARMLESS N THE USE OF ANY BASKET. 4. THE CONTRACTOR MAY SELECT THE TYPE OF BASKET TO BE USED. AFTER THE SELECTON S MADE, THE SAME TYPE BASKET SHALL BE USED THROUGHOUT THE PROJECT, UNLESS APPROVED OTHERWSE BY THE ENGNEER. 5. COLD-DRAWN STEEL WRE, USED FOR DOWEL BASKETS, SHALL BE ACCEPTED BY VSUAL FELD NSPECTON, AS PROVDNG SUFFCENT DOWEL BAR SUPPORT DURNG PAVNG PROCESS. DOWEL BARS SHALL BE GRADE 6 PLAN BARS, N ACCORDANCE WTH SECTON OF THE SPECFCATONS. DOWEL BARS SHALL BE CENTERED ON THE BASKET REGARDLESS OF THE WDTH OF THE BASKET OR THE LENGTH OF THE DOWEL BAR. 7. THE HEGHT OF THE LOAD TRANSFER UNT (MEASURED TO THE CENTER OF THE DOWEL BAR FROM THE PAVEMENT SURFACE) SHALL BE 1/2 THE THCKNESS OF THE PAVEMENT, PLUS OR MNUS 112 THE DAMETER OF DOWEL BAR OF THE UNT. 8. DOWEL BARS SHALL HA VE A SHOP APPLED EPOXY COATNG OVER THER ENTRE LENGTH (ENDS EXCEPTED). ADDTONALLY. DOWELS SHALL BE COMPLETELY COATED WTH A FORM RELEASE AGENT (OR APPROVED EQUVALENT BOND BREAKER) APPLED N THE FELD, MMELY PROR TO PAVNG. THE FORM RELEASE AGENT SHALL NOT BE ALLOWED TO EVAPORATE FROM THE BARS PROR TO PAVNG. 9. FOR EXPANSON JONTS, THE DOWEL BARS SHALL HAVE EXPANSON CAPS WTH A MNMUM 1" AND A MAXMUM 2" AR SPACE N THE END OF THE EXPANSON CAPS (EXPANSON JONT ASSEMBLES). 1. THE CONTRACTOR SHALL DEMONSTRATE TO THE ENGNEER A STAKNG PATTERN THAT SHALL SECURE ALL DOWEL BASKETS SUCH THAT THE FNAL DOWEL POSTON S WTHN SPECFCATON LMTS. 11. FOR EXPANSON JONTS, N ADDTON TO THE SUPPORTS NDCATED, THE CONTRACTOR SHALL PROVDE SUT ABLE NST ALLNG DEVCES AND SUCH ADDTONAL STAKES AS MAY BE REQURED TO HOLD THE JONT FLLER VERTCAL AND SECURELY N LNE AND POSTON. THE CONTRACTOR WLL ALSO BE REQURED TO SATSFACTORLY FORM THE UPPER PORTON OF THE JONT FOR RECEVNG THE SEAL. SEE ROADWAY STANDARD LECS-4. WELDED CONTRACTON JONT ASSEMBLY WELDED EXPANSON JONT ASSEMBLY OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS LTU-4 R-15

14 ( OKLAHOMA DEPARTMENT OF TRANSPORTATON) CONTNUOUS RENFORCED CONCRETE PAVEMENT JONTED CONC. SHOULDER LONGTUDNAL CONSTRUCTON JONT (SEE DETAL THS SHEET) JUNCTUR RAMP :;;;;;,;;;;;:;;:::::::::::::::::. oncreteor JO\NTEDCRETEPAVEME T ASPHAL i s1. PLANS) TYPCAL DOWEL JONTED ENTRANCE RAMP CONTNUOUS RENFORCED CONCRETE PAVEMENT JONTED CONC. SHOULDER f. 2>(i) O _, '2aJ h:t: S W Cl. FRST BAR 12'-" 26'-" TRANSVERSE BAR LENGTH 14'-" 26'-" WDE PAVEMENT SECTON DMENSONS SHOWN TO Cl. OF BAR UNLESS MARKED "CLR." W Cl.FRST BAR 12'-" LONGTUDNAL JONT 12'-" DESGN TYPE Al f- " A 92 B (ow N> Bl {)_ c Al f- A " 92 B '<tw N> Bl {)_ c ST AND ARD REVSONS DESCRPTON PAVEMENT DESGN DATA - ( C.R.C.P.) T TRANS. SLAB BAR SPACNG NO. LBS. DES. #5BAR OF PER THCK- SZE (%) LENGTH BARS SY NESS y 8" 25'-11/2" #6 4 7/8" 7 3/4" " 25'- 3/16" #6 5 9/16" " " 24'-11 3/4" #7 5 11/16" 81/8" " 25'-11/2" #7 413/16" 7 3/8" " 25' " #7 4 3/16" 71/16" " 23'- 3/4" #6 51/4" 71/2" " 23'-" #6 5 5/8" 6 3/4" " 22'-111/2" #7 513/16" 8 3/8" " 23'- 5/8" #7 51/4" 71/2" '-117/8" #7 5 5/8" 6 3/4" ' TYPCAL BETWEEN CONTRACTON JONTS SEE RDY. STD. LECS-4 DETAL A JONTED OR DOWEL JONTED CONCRETEPAVEMENTCRAMP) 11/2" EXPANSON JONT EXPANSON JONT NOT REQURED WHEN RAMP S ASPHALT. TYPCAL DOWEL JONTED EXT RAMP 9 DOWEL JONTED PCC RAMP TAPER JONT AT RAMP JUNCTURE SHOULDER 1 #5 TE BARS x 2'-6" LONG AT 3'-" CTRS. \ \ ["'1111 APPLY SECOND COAT OF / CURNG COMPOUND JUST BEFORE PAVNG ADD-ON. / DOWEL BAR & SUPPORT SEE RDY. STD. L TU-4 24'-" WDE CRCP PAVEMENT... -= 13" COVER CMNJ LONGTUDNAL CONSTRUCTON JONT TO BE AS SHOWN ON ROADWAY STANDARD LECS-4 AND AS SHOWN N THS DETAL. HEGHT OF RENFORCNG AND TE BARS MAY BE ADJUSTED TO AVOD CONFLCT. AS APPROVED BY THE ENGNEER. 15' TYPCAL BETWEEN CONTRACTON JONTS SEE RDY. STD. LECS-4 NO. 5 TE BARS x 2'-6" LONG AT 3'-" CTRS. DETAL B TE BARS SHALL NOT BE PLACED CLOSER THAN 24" TO AN EVENTUAL SAWED CONTRACTON JONT. SAWED AND SEALED JONT DEPTH= T/4 DOWELED JONTS N RAMP TAPER LONGTUDNAL CONTRACTON JONT TO BE AS SHOWN ON ROADWAY STANDARD LECS-4 EXCEPT FOR WHEN OTHERWSE SHOWN N THS DETAL. END OF A DAYS RUN OR WORK STOPPAGE LONGT.BAR RAMP JUNCTURE PLACE A 6'-" LONG RENFORCNG BAR BETWEEN EVERY OTHER LONGTUDNAL BAR AS SHOWN N PLAN VEW. ALL BARS WLL BE SAME S::::::AFORCNG :=-!::;;=S=LO:::!TTEDO:!:!NEP:!:!EC=== SE-E-GE-N.-NO OR SPLT HEADER NO. 11 TRANSVERSE CONSTRUCTON HEADER JONT TO BE USED AT THE END OF EACH DAYS CONCRETE PLACEMENT OR AT ANY WORK STOPPAGE OF 3 MNUTES OR LONGER. JONTED CONC CONCRETE PAV OR ASPHALT T (SEE PLANS) MNUS TRANSVERSE BAR LENGTH > < "112 BAR DA. 24'-" WDE PAVEMENT SECTON DMENSONS SHOWN TO Cl. OF BAR UNLESS MARKED "CLR." * TOLERANCE FOR PLACEMENT OF LONGTUDNAL STEEL: UPPER LMT= T/2 +1" CUP FROM T/2) LOWER LMT= T/2-112" CDOWN FROM T/2) PLACEMENT S MEASURED AT CENTERLNE OF BARS. TRANSVERSE PLACEMENT LMTS EQUALS PLANS LOCATON OF EACH BAR PLUS OR MNUS 2 NCHES. * * DOWEL BARS LOCATED N RAMP TAPER SHALL BE PLACED ON 12 NCH CENTERS SUCH THAT DOWEL BARS ARE NO CLOSER THAN 12 NCHES OR FARTHER THAN 24 NCHES FROM THE LONGTUDNAL SHOULDER JONT. DOWEL BAR DETALS ARE SHOWN ON ROADWAY STANDARD L TU ALL CONSTRUCTON AND MATERALS REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. ALL LONGTUDNAL BARS SHALL BE SPLCED A MNMUM OF 22" AND HA VE A MNMUM LENGTH OF 3'-". LONGTUDNAL BARS SHORTER THAN THE 3'-" WLL BE NECESSARY FOR THE PURPOSE OF STARTNG OR ENDNG THE STAGGERED LAP PATTERN. MECHANCAL CONNECTORS WLL BE ALLOWED, F THER TENSLE STRENGTH EQUALS OR EXCEEDS THAT OF THE RENFORCNG STEEL. 3. EXPANSON JONTS WLL NOT BE USED, EXCEPT AT TERMNAL PONTS AS SHOWN N THE PLANS. FOR MANLNE AND/OR SHOULDER PAVEMENT. 4. TRANSVERSE CONSTRUCTON JONTS MAY BE FORMED BY HEADERS OTHER THAN SHOWN. BUT ONLY WTH PROR APPROVAL OF THE ENGNEER. 5. COST OF ALL STEEL, NCLUDNG ADDTONAL STEEL REQURED AT TRANSVERSE JONTS, WLL NOT BE PAD FOR SEPARATELY, BUT WLL BE NCLUDED N THE UNT PRCE BD PER SQUARE YARD OF CONTNUOUSLY RENFORCED P. C. C. PAVEMENT (PLACEMENT). 6. VBRATORY EQUPMENT WLL BE REQURED TO ENSURE COMPLETE AND UNFORM CONSOLDATON OF CONCRETE AROUND THE CLOSELY SPACED STEEL MEMBERS. THE CONCRETE ADJACENT TO TRANSVERSE CONSTRUCTON JONTS AND EXPANSON JONTS SHALL BE VBRATED WTH HAND MANPULATED MECHANCAL VBRATORS. 7. CHAR ASSEMBLES SHALL BE OF A TYPE APPROVED BY THE ENGNEER AND AT LEAST ONE CHAR WLL BE REQURED FOR EACH 16 SQUARE FEET OF PAVEMENT. 8. NOT OVER 3 PERCENT OF THE REGULAR LONGTUDNAL STEEL SHALL BE SPLCES WTHN ANY GVEN AREA MEASURED 12'-" TRANSVERSELY BY 2'-6" LONGTUDNALLY. 9. 'LEA VE OUT' SECTONS (OMSSONS) WLL NOT BE PERMTTED. TEMPORARY BRDGES WLL BE USED WHERE REQURED. COST TO BE NCLUDED N OTHER TEMS OF WORK. ["! 1. LONGTUDNAL CONSTRUCTON JONT S TO BE USED ON PAVEMENT EDGES WHERE TED SHOULDERS ARE CALLED FOR, AS WELL AS RAMP TERMNALS AND STREET NTERSECTONS, UNLESS OTHERWSE NOTED. 11. N ALL DETALS THE TRANSVERSE STEEL S SHOWN BELOW THE LONGTUDNAL STEEL. THS S THE RECOMMENDED PLACEMENT FOR LONGTUDNAL STEEL SUPPORTED ON TRANSVERSE STEEL & CHAR ASSEMBLES. CHAR ASSEMBLES MUST BE USED. MECHANCAL PLACEMENT USNG TUBE FEEDERS WLL NOT BE ALLOWED. 12. SAW CUTS SHOULD BE MADE AS SOON AS POSSBLE, WTHOUT RAVELLNG THE CUT JONT EDGE. F A RAPD TEMPERATURE DROP S EXPECTED, WHCH WLL CAUSE AN AR TEMPERATURE DFFERENTAL OVER 2 F, OR WLL MOVE THE AR TEMPERATURE BELOW 4 F WTH PROSPECTS OF T REMANNG THERE OVER 3 HOURS, SAWNG THE JONT MUST BE CARRED OUT PROR TO THE TEMPERATURE DROP. 13. SAW JONTS FOR THE NSDE AND OUTSDE SHOULDERS WLL MATCH TRANSVERSELY ACROSS THE CONT. RENF. CONC. PAVEMENT. THE JONTS SHALL BE MARKED AND LOCATED PROR TO PLACNG THE CRCP SO THAT THE TE BARS ARE NOT PLACED WTHN 24" OF THE TRANSVERSE CONTRACTON JONTS N THE SHOULDERS. '2 _J!. {)_ (/) N f-/ 2 > {)_ LL C9. :J {)_ (/) 'o J::::. TEM NO. 414(C) 414(G) LONGTUDNAL JONT STAGGER LONG T. BAR SPLCES 1-- OPTONAL PATTERN OF LAPS TO BE APPROVED BY THE ENGNEER. / SEE GENERAL NOTE NO. 8 / v TRANSVERSE JONT, SEE NOTE CONST. 4 - "' 24'-" WDE PAVEMENT PLAN BASS OF PAYMENT TEM J UNT CONT. RENF. P. C. C. PAVT. (PLACEMENT) SY P. C. CONCRETE FOR PAVEMENT CY v / (/) :: > (/) :: f- fd = 2 :: LL "' :J {)_ (/) f- OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS CRCP1-3 R-16

15 ( OKLAHO!A DEPARThlENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON LONGTUDNAL STEEL--...,_ CRCP 2" EXPANSON JONT SEAL SEE ROY. STD. LECS-4 *r 1* SLEEPER SLAB DRECTON OF... CONSTRUCTON/TRAFFC... 1'-" 18" LONG SMOOTH DOWEL BAR SHALL BE FURNSHED WTH TGHT FTTNG NON-METALLC END CAP THAT ALLOWS 114" OF MOVEMENT. LONGTUDNAL STEEL--...,_ CRCP TERMNAL JONT BETWEEN CONTRACTS - TYPE SLEEPER SLAB 1" DA. DOWELS FOR 6" TO 8" PAVEMENTS 1Xi" DA. DOWELS FOR 8)-2" TO 1" PAVEMENTS ly'' DA. DOWELS FOR 1)-2" PAVEMENTS OR THCKER. DETAL OF DOWEL BAR WTH CAP LONGTUDNAL STEE CRCP GEO TEXTLE / BOND BREAKER DRECTON OF EXPOSED 9" OF DOWEL BAR SHALL BE ONSTRUCTON/TRAFF COATED WTH FORM RELEASE AGENT :\ OR GREASE, BEFORE EXPANSON CAP S NSTALLED, TO NSURE THAT THE BOND 2" EXPANSON JONT SEAL BETWEEN DOWEL BAR AND CONCRETE SEE ROY. STD. LECS-4 PAVEMENT S BROKEN. \ * r=* / SLEEPER SLAB LONGTUDNAL STEE \ 15'-" TRANSTON SLAB TERMNAL JONT BETWEEN CONTRACTS - TYPE 2 2" EXPANSON JONT SEE ROY. STD. LECS-4 DRECTON OF ONSTRUCTON/TRAFF 62'-" NOTE: F EXSTNG PAVEMENT S ASPHALT, OMT THS JONT & LOAD TRANSFER DEVCE 2" EXPANSON JONT. SEE ROY. STD. LECS-4 2" EXPANSON JONT SEAL SEE ROY. STD. LECS-4 4. ij EXSTNG JONTED CONCRETE PAVEMEN 'L\i DOWEL BARS SHALL BE EPOXED (NON-CAPPED END NTO 1318" DA. (MAX.) BY 9" DEEP DRLLED HOLES, SPACED AT 1'-" CTRS.. PLACED AT MD-SLAB. DRL HOLES AND DOWEL BARS SHALL BE PLACED PARAL LED LEL TO THE DRVNG SURFACE. SUFFCENT EPOXY SHA LL BE USED TO COMPLETELY FLL THE VOD BETWEEN THE DOWEL BAR AND THE HOLE. EXPOSED 9" OF DOWEL BAR SHALL BE COATED WTH FORM RELEASE AGENT OR GREASE, BEFORE EXPANSON CAP S NSTALLED, TO NSURE THAT THE BOND BETWEEN DOWEL BAR AND CONCRETE PAVEMENT S BROKEN. 32'-" 2" EXPANSON JONT, SEE ROY. STD. LECS-4 \ BRDGE APPROACH SLAB ,._, l,---SEEBRDGEPLANSF()'R'"-3 GEOTEXTLE BOND BREAKER CRCP CRCP CRCP APPROACH SLAB THCKNESS YPCAL SUB-BASE GEOTEXTLE BOND BREAKER TERMNAL JONT - TYPE 3 - BRDGE APPROACH CONTNUOUSLY RENFORCED CONCRETE SLEEPER SLAB YPCAL SUB-BASE DOWEL BARS SHALL BE EPOXED (NON-CAPPED END) NTO 1 3/8" DA. (MAX.) BY 9" DEEP DRLLED HOLES, SPACED AT 1'-" CTRS., PLACED AT MD-SLAB. DRLLED HOLES AND DOWEL BARS SHALL BE PLACED PARALLEL TO THE DRVNG SURFACE. SUFFCENT EPOXY SHALL BE USED TO COMPLETELY FLL THE VOD BETWEEN THE DOWEL BAR AND THE HOLE. 1. ALL CONSTRUCTON AND MATERALS REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. THE BOND BREAKER SHALL BE A NON WOVEN GEOTEXTLE MEETNG THE REQUREMENTS OF AASHTO M 288 CLASS 1, AND SHALL HAVE A MNMUM WEGHT OF 15 OUNCES PER SQ. YD. * 3. LONGTUDNAL STEEL RENFORCEMENT MAY BE PLACED WTHN 1" ABOVE T/2 TO 112" BELOW T/2. DMENSON FOR PLACEMENT S MEASURED AT THE CENTERLNE OF THE RENFORCNG BAR. TYPE 1 TERMNAL JONT ONLY TO BE USED BETWEEN CRCP CONTRACTS AND/OR WHERE THE PAVNG OPERATON S DELAYED SEVEN OR MORE DAYS. THE CONTRACTOR SHALL PROTECT THE EXPOSED END OF PAVEMENT AND SLEEPER SLAB FROM PERMANENT DAMAGE DURNG ALL WORK STOPPAGES N A MANNER APPROVED BY THE ENGNEER. 5. TYPE 2 TERMNAL JONT TO BE USED WHEN CRCP PAVEMENT TERM NA TES AT LOCATONS OTHER THAN AT BRDGES. TRANSTON SLAB MAY BE TEMPORARY OR PERMANENT. 6. THE 15 FOOT TRANSTON SECTON OF RENFORCED PAVEMENT ADJACENT TO THE TYPE 2 TERMNAL JONT SHALL BE PAD FOR AS CONTNUOUSLY RENFORCED CONCRETE PAVEMENT. 7. THE TRANSTON SLAB SHALL BE RENFORCED WTH THE SAME SZE BARS AND SPACED THE SAME AS THE CONTNUOUSLY RENFORCED CONCRETE PAVEMENT. SEE PLANS FOR VALUE OF PAVEMENT THCKNESS "T". * 8. THE LONGTUDNAL RENFORCNG STEEL SHALL HAVE 3" TO 4" OF CONCRETE COVER BETWEEN THE END OF THE RENFORCNG STEEL AND THE JONT OPENNG FACE. 9. SLEEPER SLAB SHALL EXTEND 2'-" BEYOND THE OUTSDE LATERAL EDGES OF THE CRCP PAVED LANES. 1. COST OF LOAD TRANSFER DEVCE RETROFT TO BE NCLUDED N OTHER TEMS OF WORK. BASS OF PAYMENT TEMNO. TEM UNT 414 ( ) TERMNAL JONT EA 414 ( J ) TERMNAL JONT SLEEPER SLAB SY SCHEDULE OF TYPE 1, TYPE 2 AND/OR TYPE 3 TERMNAL JONTS SHALL BE SPECFED ON THE PLANS. OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS CRCP2-3 R-17

16 '.;>>: «= PLAN PATCH BETWEEN JONTS TRANSVERSE EXPANSON JON CONCRETE TO BE BROKEN N 2ND LANE EXSTNG LONGTUDNAL JONT LANE LANE PLAN PATCH AT EXPANSON NE A - - NE EXSTNG LONGTUDNAL JONT VARABLE, W_O_O_D_O_R_M_ET_A_L_F_O_R_M 48"(MN.) PLAN PATCH BETWEEN JONTS j TRANSVERSE LANE A LANE 1 C - lvarable VARABLE 48" (MN.) 48" (MN.) PLAN PATCH AT EXPANSON JONT A EXSTNG LONGTUDNAL JONT (OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON EXPANSON JONT c c LANE A LANE 2"WOODFORM SEC. A-A CONSTRUCTON OF FRST LANE 1 LANE 1 LANE : :_. ' '.... :_.....' : 4 - <_... ".... LONGTUDNAL CONSTRUCTON JONT SEC. A - A CONSTRUCTON COMPLETED EXSTNG PAVEMENT [;------t..; = 1 'i- ----L f;----r. H,,... ;;;, k WOOD OR MET AL FORM :.. 1 ;i L m :.. m jvarable 48,, (MN.) AT END OF PATCH 48,, (MN.) NOTE: F ORGNAL EXPANSON JONT FALLS SEC. B-B WTHN ENDS OF FULL WDTH PATCH, PLACE SEC. C-C THE NEW EXPANSON JONT AT APPROX. THE SAME LOCATON AS THE ORGNAL JONT. EXPANSON JONTVARABLE MUL Tl LANE PATCH (CONSTRUCTED ONE LANE AT A TME) 1 LANE LONGTUDNAL JONT (ARABLE EXSTNG PAVEMENT 48" (MN.) /- ====r:.c,;r : J=-==::f SEC. B-B SEC. C- C SNGLE LANE PATCH EXSTNG PAVEMENT =--=-i f _:!:.: ' :_.:f:trm l:; SEC. A - A VARABLE; DM. 'X' EXSTNG PAVEMENT t==-4: )."'!:F--= l'ill)ej SEC. B - B VARABLE VARABLE 48" (MN.) 1148" (MN.) EXSTNG PAVEMENT -= EXPANSON JONT SEC. C-C EXTEROR EDGE PATCH B B 4;f2id :::jdm. "X" ---- FJ PLAN PATCH BETWEEN JONTS EXSTNG LONGTUDNAL JONT 1/2 WDTH EXSTNG PAVEMENT. PLAN PATCH AT EXPANSON JONTS """"==rliiiuil::: o_:jl J"'ffi"'_'W///-"""7-" DM.'X' SEC. A-A EXSTNG PAVEMENT ==c(.::-: "'!:>F-= lvarable 48" (MN.l SEC. B - B EXSTNG PAVEMENT EXPANSON JONT l:;---""=r -1 ;'.m;;.., f - t- ----{ H?. '.; v ARABLE v ARABLE 48" (MN.) 48" (MN.) SEC. C - C NTEROR EDGE PATCH -rtf "= DM."X" ---l_i'_l lvarable 48"(MN.) PLAN PATCH BETWEEN JONTS EXSTNG ONGTUDNA JONT EXSTNM\--- va,e BREAK CONC. N 2ND LANE NOT MORE THAN 9" J }:=NG PAVEMENT """'"""""""""""'""""it Jo/Mk@, 2"WOODFORM FRST LANE EXSTNG PAVEMENT SEC A-A CONSTRUCTON OF FRST LANE EXSTNG PAVEMENT DM. 'X' DM. 'X' EXSTNG PAVEMENT """"'"""'""""'""""""""'i======= 2ND. LANE :_::.<."' - : : >'.-.. :;.'.:..: ======fw,?,;>w)," EXSTNG PAVEMENT ONGTUDNAL CONSTRUCTON JONT SEC A-A CONSTRUCTON COMPLETED EXSTNG PAVEMENT EXPANSON JONT ---{-':."'!: J! f=l(.rnv;:'.i :.- - ::+- VARABLE 48" (MN.) SEC. B-B VARABLE!VARABLE! 48" (MN.) 48" (MN.) SEC.C-C RECTANGULAR PLUG PATCH 1. CROWN OF PATCH TO MATCH CROWN OF EXSTNG PAVEMENT. 2. EDGES OF PAVEMENT SLAB, OPEN JONTS AND CONSTRUCTON JONTS SHALL BE EDGED WTH AN EDGER HAVNG A 1/2" RADUS. JONT ALONG A BROKEN EDGE OF THE EXSTNG PAVEMENT SHALL NOT BE EDGED. 3. CONCRETE FOR PATCHES SHALL BE HGH-EARLY-STRENGTH CONCRETE PAVEMENT MADE WTH THE USE OF HGH-EARLY-STRENGTH PORTLAND CEMENT OR 25% ADDTONAL STANDARD PORTLAND CEMENT. TRAFFC SHALL NOT BE ALLOWED ON THE PATCH FOR THE FRST 24 HOURS, OR FOR LONGER WHEN DRECTED BY THE RESDENT ENGNEER. 4. DMENSON 'X' TO BE NOT LESS THAN 4 FEET, NOR SHALL T EXCEED 5 FEET FOR 18 FOOT PAVEMENT OR EXCEED 6 FEET FOR 2 FOOT PAVEMENT. F ETHER OF THESE LMTS ARE EXCEEDED USE A HALF WDTH PATCH. 5. PAVEMENT SECTON DEPTH TO BE SHOWN ON PLANS. 6. N AREAS WHERE PATCHNG S REQURED, UNDERCUTTNG AND BACK FLLNG OF SUBGRADE SHALL BE DONE N A MANNER APPROVED BY THE ENGNEER. BACKFLL SHALL BE COMPACTED TO NOT LESS THAN 95% OF STANDARD DENSTY. COST OF UNDERCUTTNG AND BACKFLLNG TO BE NCLUDED N OTHER TEMS OF WORK. 7. FOR DETALS OF JONTS AND SEALERS, SEE ROADWAY STANDARD LECS-4. OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS PR-3 R-18

17 TOP OF PAVEMENT AFTER GRNDNG (NOT NCLUDED N BD TEM) TOP OF EXSTNG CONCRETE PAVEMENT Co (') A PORTON OF THE SHOULDER ADJACENT TO THE PROPOSED PATCH, MAY BE REMOVED AS NECESSARY TO NSURE PROPER FORMNG AT EDGE OF PATCH. ALL COST OF THE SHOULDER REPLACEMENT SHALL BE NCLUDED N THE PRCE BD FOR EACH TYPE OF PATCH (PLACEMENT). 8'-" MN. REMAN SLAB FULL PANEL PATCH AREA EDGE JONT CONTRACTON JONTS WELDED CONTR CTON JONT ASSEMBLY REQU RED AT ALL NTERME J NTS DURNG PATCHNG. EDGE JONT EXST. ASPHALT SHOULDER 4'-" TO ASSURE DAMAGED SLAB S NOT MN. _l A TT ACHED ON BOTTOM. EXTEND SAW CUT 12" BEYOND SLAB. LONGTUDNAL JONT DOWEL BAR SET PARTAL PANEL PATCH AREA EXSTNG CONCRETE SHOULDER -' 9 N -' 9 N - -'W WC) sa: '.l -' 9 *DOWEL BAR SETS (FOUR BARS AT 12"CTRS.) SHALL BE USED AS SHOWN FOR ALL CONTRACTON JONTS. F PATCH EXTENDS N BOTH DRECTONS, FROM A CONTRACTON JONT, THEN APPROVED LOAD TRANSFER DEVCES MEETNG THE REQUREMENTS OF SECTON 414.4, AND AS SHOWN ON ROADWAY STANDARD LTU-4 SHALL BE USED N LEU OF DOWEL BAR SETS. F PARTAL PANEL PATCH S GONG TO EXCEED 7' (FOR 15' JONTED PAVEMENT) OR 15' (FOR 62' JONTED PAVEMENT), THEN USE A FULL PANEL PATCH. 1/4" FOAM CORE BOARD DRLL 11/2" DAM. HOLE N BOARD FOR DOWEL BAR FULL DEPTH PATCHNG DETAL 3/16" MN. TO 5/16" MAX. SAW CUT AFTER CONCRETE PATCH MATERAL HAS SET TRANSVERSE CONTRACTON JONT SECTON- A DOWEL BAR RETROFT PLACEMENT DETAL LENGTH NEEDED FOR DOWEL BAR PLACEMENT PLAN VEW DOWEL BAR RETROFT NSTALLATON 1/4" MAXMUM DEPTH OF CONCRETE PATCH MATERAL ABOVE EXSTNG CONCRETE SURFACE FOR PROJECTS TO BE DAMOND GROUND. MAKE FLUSH F DAMOND GRNDNG S NOT REQURED LL- QC WW U) 1- a: ::.: o 8 BOTTOM OF SLOT S PARALLEL TO PAVEMENT SURFACE A _J t:: C!)W (/)f a:: ::.::o 8 S'1 SECTON - E CONCRETE PATCH EXSTNG SLAB SAW AND SEAL _ JONT -1 WTH SLCONE OR APPROVED SEALANT TE BARS WLL BE EPOXED NTO DRLLED HOLES AT MD-SLAB. EACH DRLLED HOLE AND TE BAR SHALL BE PLACED PARALLEL TO THE DRVNG SURFACE WTH SUFFCENT EPOXY TO COMPLETELY FLL THE VOD BETWEEN THE TE BAR AND THE HOLE. DETAL OF TE BAR JONT NOTE LONGTUDNAL JONT - TE BARS - NO. 5 DEFORMED RENFORCNG STEEL BARS, 2'-6" LONG, SHALL BE EPOXED NTO 3/4" DA. (MAX.) DRLLED HOLES AT 3'-" CTRS. TED LONGTUDNALLY. JONT SHALL BE SAWED AND SEALED. TRANSVERSE JONT - TE BARS - NO. 1 DEFORMED RENFORCNG STEEL BARS, 1'-6" LONG, SHALL BE EPOXED NTO 13/8" DA. (MAX.) DRLLED HOLES AT 18" CTRS. FULL WDTH, TRANSVERSE, TED JONTS SHALL NOT BE SAWED OR SEALED. 18" LONG SMOOTH DOWEL BAR SHALL BE FURNSHED WTH TGHT FTTNG NON-METALLC END CAP THAT ALLOWS 1/4" OF MOVEMENT. 1" DA. DOWELS FOR 6" TO 8" PAVEMENTS 1,J.4" DA. DOWELS FOR 8)1" TO 1" PAVEMENTS 1)1" DA. DOWELS FOR 1)1" PAVEMENTS OR THCKER. DETAL OF DOWEL BAR WTH CAP DOWEL BARS SHALL BE EPOXED (NON-CAPPED END) NTO 1%" DA. (MAX.) BY 9" DEEP DRLLED HOLES, SPACED AT 12" CTRS., PLACED AT MD-SLAB. DRLLED HOLES AND DOWEL BARS SHALL BE PLACED PARALLEL TO THE DRVNG SURFACE. SUFFCENT EPOXY SHALL BE USED TO COMPLETELY FLL THE VOD BETWEEN THE DOWEL BAR AND THE HOLE. DETAL OF DOWEL BAR AT CONSTRUCTON JONT BASE REPAR AND PREPARATON N AREAS WHERE PATCHNG S REQURED, THE REMOVAL OF THE DAMAGED PAVEMENT SHALL BE PERFORMED N A MANNER THAT WOULD MNMZE FURTHER DAMAGE TO THE UNDERLYNG SUBBASE ( S ), SUBGRADE OR ADJACENT PAVEMENT( S ). NO COMPENSATON WLL BE MADE TO CONTRACTOR FOR REPARNG DAMAGE SUSTANED DURNG THE REMOVAL PROCESS. COST OF ANY NCDENTAL BASE REPAR, LEVELNG OR BACKFLLNG, UP TO 2'', WLL BE NCLUDED N FULL DEPTH PCC PATCH (PLACEMENT) PAY TEM. NCDENTAL REPAR, LEVELNG AND BACKFLLNG MA TER AL SHALL CONSST OF SAME MATERAL ENCOUNTERED, CRUSHED LMESTONE OR BY THCKENNG THE FULL DEPTH PATCH. BASE REPAR, LEVELNG AND RELATED BACKFLLNG OF SUBBASE ( S) OR SUBGRADE N EXCESS OF 2" SHALL BE PAD FOR AS UNCLASSFED EXCAVATON WTH QUANTTES COMPUTED FROM BOTTOM OF SLAB DO WNW ARD TO LMTS OF REMOVAL. ( OKLAHOMA DEPARTl!ENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON GENERAL SEQUENCE OF PAVEMENT REPAR STEP 1 CONCRETE PATCHNG (1) AREAS TO BE PATCHED WLL BE DESGNATED BY THE ENGNEER (2) FOR REMOVAL OF FULL DEPTH PATCHES, SAWNG S TO BE FULL DEPTH. LFT OUT DAMAGED PAVEMENT WHENEVER PRACTCAL. (3) THE FLOW OF TRAFFC MAY BE RESTRCTED TO ONE LANE DUE TO PATCHNG OPERATON FOR A MAXMUM DSTANCE OF ONE MLE. STEP 2 DOWEL BAR RETROFT NSTALLATON (1) NSTALL DOWEL BARS AS SHOWN. BAR PLACEMENT SHALL CONSST OF 3 BARS PER WHEEL PA TH, PLACED 12" TO 15" APART, AND 18" FROM EDGE OF DRVNG LANE. (2) DOWEL BARS SHALL NOT BE PLACED ON TOP OF A LONGTUDNAL CRACK. (3) PAYMENT FOR 'DOWEL BAR RETROFT' SHALL ONLY BE MADE FOR DOWELS PLACED BY THE PROCESS OF CUTTNG A SLOT. (4) F SLOTS ARE SAWED BUT NOT RETROFTTED WTH A BAR, THE SAW CUTS SHALL BE CLEANED AND SEALED WTH AN EPOXY RESN. STEP 3 DAMOND GRNDNG CONCRETE PAVEMENT (1) AFTER SLAB STABLZATON AND/OR DOWEL BAR RETROFT NSTALLATON, & APPROPRATE CURE TME HAS BEEN DETERMNED, GRNDNG OPERATONS MAY BEGN. STEP 4 CONCRETE JONT SEALNG (1) CUT SHALL BEGN AT THE LOW EDGE OF THE DRVNG LANES AND MOVE TOWARD THE NTAL JONT. (2) NSTALLATON OF BOND BREAKER AND SLCONE JONT SEALANT SHALL BE FROM THE END OF THE NTAL JONT TO THE LOW EDGE OF THE DRVNG LANES. 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. COST OF SAWNG AND REMOVAL OF PAVEMENT FOR FULL DEPTH PATCHNG, COST OF DOWEL BARS, TE BARS AND ANY/ALL NCDENTALS REQURED FOR NSTALLATON SHALL BE NCLUDED N THE PRCE BD FOR FULL DEPTH PCC PATCH (PLACEMENT), UNLESS OTHERWSE SHOWN ON THE PLANS. 3. HGH EARLY STRENGTH ( HES ) CONCRETE, WHEN USED FOR FULL DEPTH PATCHNG, WLL BE PAD FOR AS PC CONCRETE FOR PAVEMENT. 4. BD TEM FOR CONCRETE JONT SEALNG (JONT REHABLTATON) WLL NCLUDE SAWNG, CLEANNG OF JONT, BACKER ROD, SLCONE SEALANT AND ANY/ALL NCDENTALS REQURED TO COMPLETE THE WORK. 5. FOR SKEWED TRANSVERSE JONTS, DOWEL BARS SHALL ALWAYS BE PLACED PARALLEL TO THE ROADWAY. BASS OF PAYMENT TEM NO. TEM UNT 22(A) UNCLASSFED EXCAVATON CY 414( E) FULL DEPTH P. C. C. PATCH (PLACEMENT) SY 414( G) P. C. CONCRETE FOR PAVEMENT CY 415 CONCRETE JONT SEALNG LF 416 DOWEL BAR RETROFT EA 425 DAMOND GRNDNG CONCRETE PAVEMENT SY OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS PCPR-3 R-19

18 (OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON *PAVEMENT CAN BE ASPHALT OR CONCRETE SEPARATOR FABRC EDGE OF SHOULDER goo ELBOW OUTLET FTTNG 24" RADUS (MN.) goo ELBOW OUTLET FTTNGS 24" RADUS (MN.) EDGE DRAN CONDUT - PERFORATED EDGE DRAN CONDUT - PERFORATED PLACED ON SEPARATOR FABRC N BOTTOM OF 12" DEEP x 12" WDE TRENCH. - SLOPED TO DRAN 1% MN./ 2% DESRABLE 6" DA. EDGE DRAN OUTLET LATERAL-NONPERFORATED SEPARATOR FABRC AS SHOWN ON TYPCAL SECTON TRENCH 12" DEEP (NOT TO SCALE) COST OF TRENCH EXCAVATON TO BE NCLUDED N PRCE BD FOR THE PERFORATED EDGE DRAN CONDUT. ( SEE FOR EDGE DRAN LATERAL TRENCHNG.) EDGE DRAN NST ALLA Tl ON - OPEN TYPCAL SECTON COMBNED 'Y' & goo ELBOW OUTLET FTTN 24" RADUS (MN.) OPTONAL NTERSECTON TYPCAL END CAP SNGLE OUTLET THS AREA TO BE MECHANCALLY COMPACTED N A MANNER APPROVED BY THE ENGNEER. EDGE DRAN OUTLET LATERAL - NONPERFORATED OUTLET LATERAL HEADWALL DOUBLE OUTLET FOR SUMP LOCATONS NOTE: DOUBLE OUTLET SHALL BE PLACED AT THE LOW PONT N SAG AREAS. 5'-" OUTLET LATERAL CONNECTONS - PLAN AGGREGATE COVER MA TER AL EDGE DRAN CONDUT - PERFORATED PLACED ON SEPARATOR FABRC N BOTTOM OF 12" DEEP x 12" WDE TRENCH. - SLOPED TO DRAN 1% MN. f 2% DESRABLE 6" DA. EDGE DRAN OUTLET LATERAL-NONPERFORATED SEPARATOR FABRC AS SHOWN ON TYPCAL SECTON TRENCH 12" DEEP (NOT TO SCALE) COST OF TRENCH EXCAVATON TO BE NCLUDED N PRCE BD FOR THE PERFORATED EDGE DRAN CONDUT. ( SEE FOR EDGE DRAN LATERAL TRENCHNG.) EDGE DRAN NSTALLATON - CURBED TYPCAL SECTON FOLD LNES '-..- 6"DA. 4" (NOM.) - 18"MN. MESH OPENNG SZE.23" x.23" (MN.).5" x.5" (MAX.) WRE SZE:.23" DA.(MN.).38" DA.(MAX.) 6" (NOM.),..., - 2' eoo 6 3 = RODENT SCREEN TO BE GALVAN ZED AFTER FORMNG PRESS FT NTO OUTLET END OF LATERAL WTH OPEN END TOW ARDS DTCH/SLOPE RODENT SCREEN DETAL THS RODENT SCREEN DETAL S TYPCAL ONLY AND OTHER DESGN LAYOUT PATTERNS MAY BE ALLOWED F APPROVED BY THE ENGNEER. NO TOLERANCE SHALL BE ALLOWED ON MATERAL SPECFCATONS. RODENT SCREEN DMENSONS WLL CHANGE PROPORTONATELY FOR AL TERNA TE SZE OUTLET LATERAL CONDUT. 1. ALL CONSTRUCTON AND MA TER AL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 2oog ODOT STANDARD SPECFCATONS. 2. NSTALLATON OF OUTLET LATERAL PPES SHOULD BE SCHEDULED CONCURRENT WTH THE NSTALLATON OF PAVEMENT EDGE DRAN. 3. PAVEMENT EDGE DRAN CONDUT SHALL NOT BE LEFT N PLACE LONGER THAN 48 HOURS WTHOUT BENG CONNECTED TO OUTLET LATERAL PPES. 4. OUTLET ELBOWS ( go ) SHALL BE USED WHEN PPE EDGE DRAN SLOPE EXCEEDS TWO ( 2) PERCENT. SLOPE TO BE THE SAME AS 5. CONNECTON OF THE OUTLET LATERAL PPE TO THE OUTLET FTTNG SHALL BE THE FLL SLOPE. USUALLY DONE N A MANNER APPROVED BY THE ENGNEER. COST OF ALL CAPS, FTTNGS, 1:6, 1:4 OR 1:3 LATERAL PPE, BONDNG MATERALS, RODENT SCREENS, TRENCHNG AND OUTLET LATERAL HEADWALL SCHEDULE BACKFLLNG NEEDED TO NSTALL OUTLET LATERAL PPE SHALL BE NCLUDED N THE PRCE BD FOR EDGE DRAN OUTLET LATERAL (NON-PERFORATED). ' SECTON A-A PLAN (SNGLE OUTLET) FLL SLOPE DM. UAll 1: :4 g 1/2" 1: 6 7" CLASS A CONCRETE QUANTTY SNGLE OUTLET DOUBLE OUTLEl.18C.Y..17CY.16CY END VEW (SNGLE) SEE RODENT SCREEN DETAL ' A A SEE RODENT, Co t= ' '_J' PLAN (DOUBLE OUTLET) t OUTLET LATERAL HEADWALL END VEW (DOUBLE) SCREEN DETAL.23 CY.21 CY o.1g CY NOTE: OPENNG FOR LATERAL PPE WLL VARY N SZE AND SHAPE, DEPENDNG ON THE SZE OF THE OUTLET LATERAL PPE AND THE SLOPE OF THE STRUCTURE. THE OUTLET LATERAL PPE SHALL BE CUT TO CONFORM TO THE TOP SURFACE OF THE OUTLET HEADWALL. 6. EDGE DRANS AND OUTLET LATERALS SHALL BE LOCATED ON LOW SDE OF SUPER ELEV A TED SECTONS AT CURVES. OUTLET LATERALS ARE TO BE PLACED AT 3' NTERVALS ON GRADE OR AS APPROVED BY THE ENGNEER. 7. PRCE BD FOR OUTLET LATERAL HEADWALL NCLUDES SURFACE PREPARATON, CLASS A CONCRETE, LABOR AND ANY NCDENTALS NECESSARY FOR CONSTRUCTON. 8. CLASS A CONCRETE SHALL MEET REQUREMENTS OF SECTON 5og OF THE SPECFCATONS. g_ AGGREGATE COVER MATERAL SHALL MEET THE REQUREMENTS OF SECTON 71.6 OF THE SPECFCATONS, AGGREGATE NO. 57. COST OF AGGREGATE COVER MA TER AL TO BE NCLUDED N PRCE BD FOR EDGE DRAN CONDUT - PERFORATED. 1. DETALS ON THS SHEET ARE BASED ON 6" DA. EDGE DRAN CONDUT. THE CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO ACCOMMO OTHER SZE EDGE DRANS. BASS OF PAYMENT TEM NO. TEM 613 ( J) EDGE DRAN CONDUT - PERFORATED 613 ( K) EDGE DRAN OUTLET LATERAL - NONPERFORATED 613 (Q) OUTLET LATERAL HEADWALL UNT LF LF EA OKLAHOMA DEPARTMENT OF TRANSPORTATON 2oog SPECFCATONS PED-3 2 R-2

19 (OKLAHOMA DEPART!ENT OF TRfu'SPORTATON) STANDARD REVSONS DESCRPTON X -ASPHALT PAVEMENT SAFETY EDGE WDTH X (2% SLOPE) y x 2% -2% C-4% SLOPE) N N N N B y Y>SNCB) X = SNCA) CALCULATE X USNG 3 FOR ANGLE A. BACKFLL WDTH SEE SAFETY EDGE DETALS CA-C) FOR NSTALLATON FEATURES GRADNG WDTH SHOULDER (4'-" OR LESS) DRVNG LANE TYPCAL SECTON VEW OF AN ASPHALT PAVEMENT SAFETY EDGE NOTE: SAFETY EDGE SHALL BE NSTALLED ON SHOULDERS OF WDTH 4'-" OR LESS. SEE TYPCAL SECTON FOR DMENSONS AND SLOPES. DETAL A (T>S") EDGE OF SHOULDER, DETAL B (T 5") EDGE OF SHOULDER, DETAL C (OVERLAY) EDGE OF SHOULDER, SHOULDER SLOPE SUBGRADE Cf) er: <r > T SHOULDER SLOPE SAFETY EDGE DETALS (A-C) > 1-- SHOULDER SLOPE=--r , i -- ;: c, ' -<,'v :;;;:. :v; O o/ ---r EXSTNG ( BACKFLL - - /_: Gi 1. ALL CONSTRUCTON AND MA TER AL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. SAFETY EDGE SHALL BE CONSTRUCTED N UNON WTH THE ASPHALT CONCRETE PAVEMENT. 3. THE SAFETY EDGE. AS SHOWN, CAN BE APPLED TO NEW CONSTRUCTON AND TO OVERLAYS OF AT LEAST 2". 4. NSTALLATON OF SAFETY EDGE S NOT REQURED N CURB AND GUTTER AREAS. 5. ALL SAFETY EDGES MUST MEET THE APPROVAL OF THE ENGNEER. THE ENGNEER MAY REQURE PROOF THAT THE SYSTEM HAS BEEN USED ON PREVOUS PROJECTS WTH ACCEPTABLE RESULTS OR MAY REQURE THAT A TEST SECTON BE CONSTRUCTED PROR TO THE BEGNNNG OF WORK TO DEMONSTRATE THAT THE EDGE SHAPE AND COMPACTON S TO THE SATSFACTON OF THE ENGNEER. 6. PROR TO PAVNG SAFETY EDGE, GRADE AN AREA 1" WDE BEGNNNG AT EDGE OF PAVED SHOULDER TO PROVDE A LEVEL SURFACE FREE OF VEGETATON. e VARES BETWEEN 2" AND 5" WTH A 5" MAXMUM HEGHT. 3 ±5 (ANGLE S MEASURED FROM SLOPED EDGE OF SHOULDER.) OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS PSE-1 R-21

20 ( OKLAHmA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON TYPE "A" RAMP S PREFERRED OVER OTHER RAMP TYPES. TYPE "A" RAMP MAY BE CONSTRUCTED TO DASHED EXTENTS. F NECESSARY. TO MANTAN 1:12 SLOPE (MAX.) TOP OF CURB \STANDARD CURB 4'-" SDEWALK (MN.) "' _J f- (/) DEPRESSED CURB 16'-". DEPRESSED CURB 6'-" 4'-" VAR. SLOPES NOT TO EXCEED 1:12 Y'. _J S: (/) (/) O". ELEVATON fri;,:...:s 6'-" SDEWALK MAY BE WDENED TO CONFORM TO A.D.A. REQUREMENTS GUTTER LN (/) --lr--1-1-nr> O". CROSSWALK TYPE "C" RAMP STOP LN (/) Y'. _J S: (/) (/) O". ::::; f- (/) S.S. NLET \ \ "GRASS"" SDEWALK TYPE "B" RAMP THE ABOVE EXAMPLES ARE TYPCAL ONLY AND ARE SHOWN TO LLUSTRATE POSSBLE RAMP TYPES, POSSBLE RAMP LOCATONS, POSSBLE NLET LOCATONS, AND HOW THE RAMP WLL BE DESGNATED ON THE PLANS. CARE SHOULD BE EXERCSED TO ASSURE THAT MEDAN RAMP AND CURB RAMP LNE UP, AND THAT RAMPS THROUGHOUT A PROJECT ARE LOCATED WTH SOME DEGREE OF UNFORMTY. USE TYPE "B" RAMP WHEN OBSTRUCTONS, WHCH ARE NOT TO BE REMOVED, ARE ENCOUNTERED ON ETHER SDE OF WHEELCHAR RAMPS : --6 -==-- -,:...:u5 --- PREFORMED - JONT FLLE --- PPE RALNG TOP OF CURB r - >- - f-- ::; - i= ::J TYPE :5 SLP. (MAX.) = "S'f:i\'\G 1..J' 4'-" - <MN.) t HH HHH ELEVATON Y" EXP. JONT < USE TYPE "C" RAMP TO CROSS 15'-9" OR LESS MEDANS. FOR MEDANS GREATER THAN 15'-9" USE SDEWALK WTH 2 TYPE B RAMPS. FACE OF CURB >... + SDEWALK/LANDN 4" WHEELCHAR RAMP WHEELCHAR RAMP PROFLES (TYPE A OR Bl "'-11 2 SDEWALK/LANDNG 4" WHEELCHAR RAMP 6" ADDTONAL DEPTH CONCRETE SDEWALK FOR WDTH OF BRCK PAVERS. COST TO BE NCLUDED N PRCE BD FOR TACTLE WARNNG DEVCE. SDEWALK THCKENNG FOR TYPE AT ACT LE WARNNG DEVCES TYPCAL SDEWALK WDENNG AT DRVEWAY BACK OF CURB/ r CONCRETE OR GRASS DVDNG STRP FACE OF CURsJ MAX. DRVE CROSS SLOPE PERMTTED WTHN AREA TO BE UTLZED FOR WHEELCHAR PASSAGE S 8.33% / / USE FEASBLE MNMUM ' f-...,.: x 'l 8" TOP OF CUR; 9 s lst ANDARD CURB ' ADJUST SDEWALK TO MEET DRVEWAY. NO STEP OR CURB PERMTTED FOR A MNMUM WDTH OF 4'-" FOR WHEELCHAR ACCESS. TYPE "C" iilill!,:!',,_1---c-i is-E-< 9 q> J. [;j STRP HiH;)nH ::::i... :::::::::::::::::. DEPRESSED CURB D W......,,, 5'-4"(MN.) 4'-" (MN.) ELEVATON DRVE PROFLE \ 11 4'-". 2%(MAX.) 1 1 CROSS SLP. '..!. ". '... '.. <.! AT DRVEWAY LOCATONS, THE NORMAL 4'-" SDEWALK MUST BE WDENED SO THAT A 4' PORTON OF SDEWALK S ALGNED WTH SDEWALK CROSSNG SHELF N THE DRVEWAY PROFLE. A WDER SDEWALK ( 5'-" TYP.) SHALL ALSO BE USED AT NTERVALS LESS THAN 2 FEET, TO ASSURE WHEELCHAR PASSAGE. i =---j SEAL TO WTHN Ye" TOP OF CONCRETE 1 D [>< Y," LONGT. EXPANSON JONT ( PREMOLDED) TO EXTEND TO WTHN Y," OF TOP OF CONCRETE f--o'-"_._l...c.-"_c &T2s'3HD 1/2" EXPANSON JONT JONT FLLER SHALL MEET THE REQUREMENTS OF SECTON 71.8 OF THE SPECFCATONS. JONT FLLER SHALL BE USED BETWEEN SDEWALK AND CURBS, WHEELCHAR RAMPS, DRVEWAYS. STREETS, RETANNG WALLS, ETC. > USE TYPE "D" RAMP WHEN OTHER TYPE RAMPS DO NOT WORK WTH STE CONDTONS FACE OF CURB VARES WTH CURB HEGHT TYPE "D" 1:5 SLOPE 5'-" (MN.) CURB SEE GEN. NOTE 12 TOP OF TOP OF CURB c---:--'--1-=7:72 SLOPE '-+-\:12 SLOPEt;...=.---L STANDARD CURB ELEVATON GUTTER LNE 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. THERE WLL BE NO DEDUCTON OF PAYMENT FOR CONCRETE CURB & GUTTER AND/OR NTEGRAL CURB FOR THE LENGTH OF THE DEPRESSED CURB. 3. RAMP DMENSONS SHOWN ARE BASED ON A CURB HEGHT OF SX NCHES. THE DMENSONS SHOULD BE ADJUSTED FOR OTHER CURB HEGHTS. THE MAXMUM PERMSSBLE SLOPES OF THE WHEELCHAR RAMPS S 8.33% (1:12). RAMP SLOPE MAY BE 1:1 (MAX.) ALONG FACE OF TAPERED CURB. 4. DRANAGE STRUCTURES SHALL NOT BE PLACED N LNE WTH THE RAMPS. 5. THE NORMAL GUTTER LNE PROFLE SHALL BE MANTANED THROUGH THE AREA OF THE RAMP WTH A 1:5 SLOPE (MAX.), SEE NOTE NO WHEELCHAR RAMPS SHOULD BE LOCATED SO THAT THE RAMP WLL BE ON THE TRAFFC APPROACH SDE OF ANY OBSTACLE. 7. WHEELCHAR RAMPS SHOULD BE BUil T AS SHOWN ON THE PLANS OR AS DRECTED BY THE ENGNEER. THE TYPE OF RAMP WLL BE DESGNATED ON THE PLANS. F A RAMP S TO BE CONSTRUCTED AS A COMBNATON OF TWO TYPES, (ONE SDE TYPE A AND ONE SDE TYPE B) THE RAMP SHALL BE DESGNATED AS TYPE A-B. 8. PPE RALNG CONSTRUCTON DETALS. WHEN REQURED AT TYPE B WHEEL CHAR RAMPS. WLL BE SHOWN ON THE PLANS. 9. EXCAVATON. BACKFLL, EXPANSON JONT MA TER AL, SEALERS. AND OTHER RELATED MSCELLANEOUS TEMS WLL NOT BE PAD FOR SEPARATELY BUT THE COST THEREOF SHALL BE NCLUDED N THE COST OF THE SDEWALK. 1.ALL FEATURES OF CONSTRUCTON NCLUDNG, BUT NOT LMTED TO, SDEWALKS. CURB RAMPS AND CROSSWALK MARKNGS SHALL COMPLY WTH THE AMERCANS WTH DSABLTES ACT, ACCESSBLTY GUDELNES ( ADAAG ). WHERE SPATAL LM TATONS OR EXSTNG FEATURES WTHN THE LMTS OF THE PROJECT PREVENT FULL COMPLANCE WTH THE ADAAG, THE CONTRACTOR SHALL MMELY NOTFY THE ENGNEER UPON DSCOVERY OF SUCH FEA TURE(S). THE CONTRACTOR SHALL NOT PROCEED WTH ANY ASPECT OF THE WORK WHCH S NOT N FULL COM- PLANCE WTH THE ADAAG WTHOUT PROR WRTTEN APPROVAL FROM THE ENGNEER. ANY WORK WHCH S NOT PERFORMED WTHN THE GUDELNES OF THE ADAAG, FOR WHCH THE CONTRACTOR DOES NOT HAVE WRTTEN APPROVAL, SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 11. ALL WHEELCHAR RAMP CURBS SHALL BE NCLUDED N COST OF SDEWALK. 12.FOR DETALS OF TACTLE WARNNG DEVCES, SEE STANDARD TWD-1. BASS OF PAYMENT TEM NO. TEM UNT 61 (A) concrete SDEWALK SY 622 (A) PPE RALNG LF SDEWALK THCKNESS SHALL BE SPECFED N NCHES. WHEELCHAR RAMPS OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS WCR-3 R-22

21 ( OKLAHO!!A DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON 1; 1; 1; 1; 24" MN. 1 J -{lllllil f 1 1 l - 1 i r l L-- ll _J c J TACT LE SYSTEM ORENTATON - TYPCAL CURBED RAMPS TACTLE SYSTEM ORENTATON - TYPCAL FLARED RAMPS TYPCAL DOMED 8"x 4"x 2);," BRCK. p. D... TLE NSTALLED WTH CONCRETE PLACEMENT ( WET) TOPDAMETE TO BE 5% - 65% OF BASE DAMETER BASEDAMET TO BE BETWEEN.9 TO 1.4 NCHES /.2" 1...9" - 1.4" ji TACT LE MARKERS TRUNCATED DOMES Ys" RADUS EDGNG DOMED SURFACE COATNG THCKNESS VARES METALLC PLATE (COATED) ANCHOR DEVCE TO BE APPROVED BY ENGNEER 9 GRD DOME PATTERN (SEE GENERAL NOTE NUMBER 15 & 16.) BEVEL ACCESSBLE EDGES OF BONDED MATERAL DOMED SURFACE SHEETNG THCKNESS VARES BONDNG MATERAL TO BE APPROVED BY THE ENGNEER 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. ALL FEATURES OF TACTLE WARNNG DEVCE DESGN AND FNAL NSTALLATON SHALL COMPLY WTH THE AMERCANS WTH DSABLTES ACT. ACCESSBLTY GUDELNES ( ADAAG ). WHERE SPATAL LMTATONS OR EXSTNG FEATURES WTHN THE LMTS OF THE PROJECT PREVENT FULL COMPLANCE WTH THE ADAAG. THE CONTRACTOR SHALL MMELY NOTFY THE ENGNEER UPON DSCOVERY OF SUCH FEATURE(S). THE CONTRACTOR SHALL NOT PROCEED WTH ANY ASPECT OF THE WORK WHCH S NOT N FULL COMPLANCE WTH THE ADAAG WTHOUT PROR WRTTEN APPROVAL FROM THE ENGNEER. ANY WORK WHCH S NOT PERFORMED WTHN THE GUDELNES OF THE ADAAG, FOR WHCH THE CONTRACTOR DOES NOT HAVE WRTTEN APPROVAL, SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 3. TACTLE WARNNG SURFACE SHALL EXTEND FROM EDGE TO EDGE OF WALKWAY ENTERNG THE CROSSWALK, AT STREET LEVEL. 4. CURB S NOT SHOWN N THE SECTON X-X DETAL ON THS SHEET. 5. THCKNESS 'T' OF PAVEMENT ABUTTNG SDEWALK/RAMP VARES. 6. SDEWALK, RAMP AND FLARE THCKNESS SHALL BE 4" MNMUM THCKNESS AFTER NSTALLATON OFT A CT LE WARNNG TREATMENT. 7. TRUNCATED DOME SURFACE SHALL CONTRAST VSUALLY WTH THE ADJONNG WALKNG SURFACES ETHER LGHT-ON-DARK, OR DARK-ON-LGHT. THE MATERAL USED TO PROVDE CONTRAST SHALL BE AN NTEGRAL PART OF THE TRUNCATED SURFACE. 8. LEVELNG SAND FOR DOMED BRCK SYSTEMS SHALL MEET THE REQUREMENTS OF SECTON 73.6B(2) OF THE SPECFCATONS. 9. SURFACE BONDED TA CT LE SYSTEMS MAY ONLY BE PLACED ON NEWLY POURED CONCRETE AFTER AN APPROPRATE PEROD OF CURNG, N ACCORDANCE WTH MANUFACTURE'S SPECFCATONS AND AS DRECTED BY THE ENGNEER. 1. ROWS OF TACTLE DOME TREATMENT SHOULD BE ORENTED PARALLEL WTH CEN TERLNE OF SDEWALK/RAMP OR TOWARD THE CENTERLNE OF MARKED CROSSWALK. 11. EXPANSON JONTS DEEMED NECESSARY. BUT NOT SHOWN ON THE PLANS, MAY BE ADDED AND PLACED DURNG CONSTRUCTON, AS DRECTED BY THE ENGNEER. 12. TACTLE SYSTEMS, DOME PATTERNS OR FEATURES DFFERNG FROM THOSE SHOWN ON THS DETAL. BUT MEETNG CURRENT ADAAG SPECFCATONS. SHALL BE SUBMTTED TO AND APPROVED BY THE ENGNEER BEFORE NSTALLATON. 13. THE SAME TACTLE DOME PATTERN AND COLOR SHALL BE USED THROUGHOUT ANY NEW OR RETROFT PROJECT. DOME PATTERN & LOCATON OF EXSTNG RAMPS TO BE RETROFT WTH TACTLE DEVCES SHALL BE DESGNATED ON THE PLANS OR AS DRECTED BY THE ENGNEER. 14. RETROFT NSTALLATONS WLL NOT REQURE REPLACNG EXSTNG DEPRESSED CURBNG. A NOMNAL 6 TO 8 NCH SETBACK FROM FACE OF CURB SHALL BE ENFORCED FOR NEAR EDGE OF TACTLE DOMES. 15. TYPES A & B TACTLE SYSTEMS SHALL HAVE A MNMUM COMPRESSVE STRENGTH OF 1, PS. TYPES C & D SYSTEMS SHALL HAVE A MNMUM COMPRESSVE STRENGTH OF 2 PS. COMPRESSVE TESTS MEET ASTM D WET OR DRY STATC COEFFCENT OF FRCTON SHALL BE.7 FOR TACTLE SURFACES AND MEET ASTM C TACTLE WARNNG SURFACES MAY NOT BE STAMPED N WET CONCRETE. FLARED CURBED FLARED CURBED FLARED CURBED FLARED CURBED SECTON A-A SECTON B- B SECTON C- C SECTON D- D B 24" (MN) e 1.,. " T'2., FACE OF 8" CURB ci f-:;! P, D 24" (MN) 6" TO BASS OF PAYMENT TEM NO. TEM UNT 61 () TACTLE WARNNG DEVCE-NEW SF 61 () TACTLE WARNNG DEVCE- RETROFT SF NOTE: TYPE A ORB TACTLE WARNNG DEVCE SHALL BE SPECFED ON THE PLANS FOR NEW CONSTRUCTON & TYPE CORD SHALL BE SPECFED ON THE PLANS FOR RETROFT CONSTRUCTON. SECTON X- X TYPE A DOMED BRCK SYSTEM SECTON X- X TYPE B DOMED TLE SYSTEM (WET SET NLAY) SECTON X-X TYPE C DOME COATED PLATE SYSTEM (TYPCAL RETROFT) SECTON X- X TYPED SURF ACE BONDED DOMED SYSTEM (TYPCAL RETROFT) OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS TWD-1 R-23

22 ( OKLAHmA DEPARTMENT OF TRANSPORTATON) ST AND ARD REVSONS DESCRPTON B C.E. T. RENF. CONC., TYPE STEEL OR RENF. CONC. ALUMNUM ARCH PPE ROUND PPE TABLE A - SCHEDULE OF PPE SAFETY GRATES CULVERT TYPE RENF. CONC. ELLPTCAL PPE <RSE x SPAN) STEEL OR ALUMNUM ARCH PPE ll (/) o. On:: c.9 SDE DRAN GRATE LENGTH L( SD) 18" 2 36" A4 22" x 13" 14" x 23" 21" x 15" 2 42" 24" x 18" 2 45" 24" 2 45" 28 x " x 3" 2 48" 28 x " B4 36" x 22" 22" x 34" 3 54" 35" x 24" 3 54" 24" x 38" 3 57'' 3" 5 5" 43" x 26" 3 64" 42" x 29" 3 64" C4 29" x 45" 3 64" 51" x 31" 4 7" 49" x 33" " x 53" 4 72" 36" 4 54" 42" 5 6" D4 58" x 36" x " x 38" 5 78" 65" x 4" 5 84" 64" x 43" 5 84" 48" 6 66" E4 73" x 45" 1-; x " x 47" 6 92" 48" x 76" 6 96" < " f:j t-l;_::t==l+=±==ti=::::= H-BARS CROSS DRAN ll (/) o ci;:;: c.9 GRATE LENGTH L(CD) NONE NONE NONE NONE NONE 1 12'-" 1 12'-6" 1 12'-6" NONE 1 13'-6" 1 14'-3" 1 14'-3" 1 15'-3" 1 15'-9" 1 15'-9" 1 16'-6" 1 18'-9" 1 17'-3" 2 18'-" 2 19'-" 1 2'-9" 2 19'-" 2 2'-6" 2 2'-9" TABLE B - SCHEDULE OF DMENSONS CET LENGTH WDTH WDTH LENGTH HEGHT HEGHT CONC. CONC. TYPE A B B c H K CY CY A4 1'-4" 5'- 6" 6'- 2" " 9" B4 12'-4" 6'-" 7'- 2" 51_ 11 22" 14" C4 15'-9" 51_ 511 g1_ 511 7'- 4" 26" 2" D4 19'-3" 7'- 6" 9'-6" 8'-" 28" 27" E !1 31_ 11 1'-4" 51_ 511 3" 3" 4.5 SHAPE CULVERT SHAPE CULVERT OPTONS (D HORZONTAL ELLPSE SHAPE CULVERT OPTONS (/) [2 NOTE: STEEL NOT SHOWN PPE GRATE N THS VEW. [ Gl J PPEGRATEBOLT ,--- VARABLE OVERALL PPE LENGTH - FOR CROSS ORAi SEE PPE GRATE SCHEDULE (TABLE A) -1 L (CD) SECTON C- C NSTALLATON DETAL CROSS DRAN WTH PPE GRATE RENF. BAR LENGTH H-BARS H-BARS 5'-2" 51_ '- 2" 71_ 511 5'-1" 6'-1" 8'-1" 91_ 211 1'-" (9 i= ll S-BARS 12'-4" 15'- 4" 19'- 6" u 23'-4" v CROSS DRANS SDE DRANS ANCHOR END DETAL PPE GRATE MEMBERS 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. QUANTTES SHOWN NT ABLE B ARE FOR ONE END ONLY. CLASS A CONCRETE SHALL CONFORM TO THE MNMUM REQUREMENTS OF SECTON 59 OF THE SPECFCATONS. 3. TYPES A4 THROUGH E4 END SECTONS, AS SHOWN N TABLE B, MAY BE USED WTH ANY AASHTO DESGNATED METAL, ALUMNUM & CONCRETE PPE SZES, AS SHOWN N TABLE A. END SECTON QUANTTES ARE BASED ON METAL PPE DMENSONS, NO PPE WALL THCKNESS AND SMALLEST LSTED CULVERT ROUND OR ARCH PPE WTHN TYPE. 4. SLOPED END OF CULVERT PPE SHALL BE SHOP CUT. TWO COATS OF COLD GALVAN ZATON WLL BE APPLED TO CUT EDGES OF STEEL CULVERT PPE. COST OF CUTTNG AND GALVANZNG S NCLUDED N THE PRCE BD FOR PPE CULVERT. 5. ALL SZES OF CULVERT PPE WLL BE CUT ON 1 TO 4 SLOPE. 6. PPE FOR SAFETY GRATES SHALL BE 3" x 7.58 LBS.FT. STANDARD WEGHT STEEL PPE, SCHEDULE 4. T SHALL BE FURNSHED GALVAN ZED, PLAN END AND SHALL MEET THE MNMUM REQUREMENTS OF ASTM A53 ( HYDROSTATC TESTS MAY BE WAVED) OR ASTM F183. COST OF GRATES TO BE NCLUDED N PRCE BD FOR THE C.E.T. 7. ANY GALVANZED AREA< S) OF METAL PPE DSTRESSED DURNG THE POST FABRCATON AND/OR HANDLNG PROCESS SHALL BE COATED WTH AN APPROVED ZNC RCH PANT. 8. RENFORCNG STEEL AND PPE GRATE GUDES SHALL BE NO. 4 DEFORMED BARS. COST OF STEEL SHALL BE NCLUDED N PRCE BD FOR THE CULV. END TREATMENT. 9. CRTERA FOR USE OF PPE SAFETY GRATE MEMBERS: (A) ALL SDE DRAN AND MULTPLE PPE NSTALLATONS WTHN THE CLEAR ZONE. ( B) ALL CROSS DRAN NSTALLATONS WTH A CULVERT SPAN OF 3" OR LARGER WTHN THE CLEARZONE. CC) ALL NSTALLATONS OUTSDE THE CLEAR ZONE WHERE HAZARD POTENTAL S HGH BASED ON TRAFFC DRECTON, SPEED, VOLUME AND SZE OF CULVERT. NOTE: ANALYZE HYDRAULC PERFORMANCE AT VARYNG DEGREES OF CLOGGNG AND APPLY RSK ASSESSMENT BEFORE USNG GRATES. 1. ANCHOR END OF PPE GRATE MEMBERS SHALL BE HELD N PLACE WTH A 112" x 5112" GALVANZED BOLT, NUT AND WASHER. THREADS, 1314" C NOM.) SHALL REMAN EXPOSED FOR NST ALLNG GRATE, WASHER AND NUT. ALL BOLTS, NUTS AND WASHERS SHALL CONFORM TO ASTM A37 WTH COST TO BE NCLUDED N THE PRCE BD FOR THE CULVERT END TREATMENT. 11. FOR TOTAL QUANTTY OF EXTRA DEPTH TOE WALL, MULTPLY WDTH B TMES.185 FOR EACH FOOT OF DEPTH OF TOE WALL REQURED. PAYMENT TO BE NCLUDED N PRCE BD FOR THE CULVERT END TREATMENT. PLAN (SDE DRAN SHOWN) VARABLE VARABLE PRECAST CULVERT END TREATMENTS OR OTHER ALTERNATVE DESGNS MAY BE USED F APPROPRATE DRAWNGS ARE SUBMTTED TO AND APPROVED BY THE ENGNEER. SECTON A-A TYPCAL ABBREVATONS RS - ROUND SDE DRAN RC - ROUND CROSS DRAN AS - ARCH SDE DRAN AC - ARCH CROSS DRAN GR - GRATED NG - NON-GRATED BASS OF PAYMENT TEM NO. -r TEM UNT 613(M) 1 <io CUL VERT END TREATMENT EA 1 (/) f [2 S2"" LENGTH C S-BARS SECTON B -B END VEW (PPE GRATES NOT SHOWN THS VEW) PPE GRATE GUDE ( U-BOL T) _?[ S-BAR 2 EA. - NO. 4 RENF. STEEL 38" (oikr=2" R=2"13 Z-BAR 2 EA. - NO. 4 RENF. STEEL <io SPECFY TYPE OF END TREATMENT C EXAMPLE: TYPE B4 CUL VERT END TREATMENT) CET ORENTATON AND SAFETY GRATE REQUREMENTS SHALL BE SPECFED ON THE SUMMARY OF DRANAGE STRUCTURES. (SEE TYPCAL ABBREVATONS) OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS CET4S-3 2 R-26

23 ( OKLAHO!!A DEPART!ENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON B TABLE A- SCHEDULE OF PPE SAFETY GRATES CUL VERT TYPE SDE DRAN CROSS DRAN CET RENF. CONG., u..cn RENF. CONG. STEEL OR GRATE GRATE TYPE STEEL OR RENF. CONG. o o ELLPTCAL PPE ALUMNUM. <! LENGTH. <! LENGTH ALUMNUM ARCH PPE (RSE x SPAN) ARCH PPE a: L( SD l Oa: L(CDl ROUND PPE Zc.o Zc.o A6 B6 18" 3 36" NONE 22" x 13" 14 x x " NONE 24" x 18" 3 45" NONE 24" 4 45" NONE 28" x 18" 19" x 3" 3 4g '-9" x " NONE 36" x 22" 22" x 34" 4 54" 1 17'-6" x '-3" 24" x 38" 4 57" 1 18'-3" 3" NONE 43" x 26" 4 64" 1 19'-9" 42" x 29" 5 64" 1 2'-9" C6 29" x 45" 5 64" 1 2'-9" 51" x31" '-9" 49" x 33" 6 7" 1 22'-8" 34" x 53" 6 72" 1 23'-6" 36" 7 54" 1 24'-6" " 1 27'-6" D6 58" x 36" 38" x 6" 57" x 38" 7 78" 1 25'-6" 65" x 4" 7 g '-6" 64" x 43" 8 84" 2 28'-" 48" 9 66" 1 3'-6" E6 43" x 68" 8 88" 2 28'-" 73" x 45" x4?1' 9 92" 2 3'-" u.. Cl) 48" x 76" 9 96" 2 3'-6" VARABLE PPE GRATE GUD SECTON A-A VARABLE B TABLE B - SCHEDULE STEEL LENGTH CET LENGTH WDTH WDTH LENGTH HEGHT HEGHT CONG. CONG. TYPE A B B c H K CY CY H-BARS S-BARS A6 15'-3" 5'-6" 6'- 6" 8'-6" 21" B6 18'-3" 6'- O" T " C6 23'-4" 6'-6" '- O" 26" D6 27'- 9" 7'- 6" " E6 3'-6" '-" SHAPE CULVERT SHAPE CULVERT OPTONS HORZONTAL ELLPSE SHAPE CULVERT OPTONS 9" " " 3.9 2Jll " 5.29 NOTE: STEEL NOT SHOWN _ '-2" 7. T-2u '- 8" PPE GRATE N THS VEW. [ GlE J --- PPE GRATE BOLT ,--- v AR ABLE OVERALL PPE LENGTH - FOR CROSS DRA SEE PPE GRATE SCHEDULE (TABLE A ) -1 L (CD) SECTON C- C NSTALLATON DETAL CROSS DRAN WTH PPE GRATE S-BAR 24" 6'-2" 17'- 9" 6'-8" 21'-9" 8'-1" 2g1_ '- O" 1'-" 4'-6" CROSS DRANS SDE DRANS ANCHOR END DETAL PPE GRATE MEMBERS 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. QUANTTES SHOWN N TABLE BARE FOR ONE END ONLY. CLASS A CONCRETE SHALL CONFORM TO THE MNMUM REQUREMENTS OF SECTON 59 OF THE SPECFCATONS. 3. TYPES A6 THROUGH E6 END SECTONS, AS SHOWN NT ABLE B, MAY BE USED WTH ANY AASHTO DESGNATED METAL, ALUMNUM & CONCRETE PPE SZES, AS SHOWN N TABLE A. END SECTON QUANTTES ARE BASED ON METAL PPE DMENSONS, NO PPE WALL THCKNESS AND SMALLEST LSTED ROUND OR ARCH CULVERT PPE WTHN TYPE. 4. SLOPED ENO OF CULVERT PPE SHALL BE SHOP CUT. TWO COATS OF COLD GALVAN ZATON WLL BE APPLED TO CUT EDGES OF STEEL CULVERT PPE. COST OF CUTTNG AND GALVANZNG S NCLUDED N THE PRCE BD FOR PPE CUL VERT. 5. ALL SZES OF CULVERT PPE WLL BE CUT ON 1 TO 6 SLOPE. 6. PPE FOR SAFETY GRATES SHALL BE 3" x 7.58 LBS./FT. STANDARD WEGHT STEEL PPE, SCHEDULE 4. T SHALL BE FURNSHED GAL VAN ZED, PLAN END AND SHALL MEET THE MNMUM REQUREMENTS OF ASTM A53 ( HYDROSTATC TESTS MAY BE WAVED ) OR ASTM F183. COST OF GRATES TO BE NCLUDED N PRCE BD FOR THE CET 7. ANY GALVANZED AREA( S) OF METAL PPE DSTRESSED DURNG THE POST FABRCATON AND/OR HANDLNG PROCESS SHALL BE COATED WTH AN APPROVED ZNC RCH PANT. 8. RENFORCNG STEEL AND PPE GRATE GUDES SHALL BE NO. 4 DEFORMED BARS. COST OF STEEL SHALL BE NCLUDED N PRCE BD FOR THE CULV. END TREATMENT. 9. CRTERA FOR USE OF PPE SAFETY GRATE MEMBERS: (A) ALL SDE DRAN AND MULTPLE PPE NSTALLATONS WTHN THE CLEAR ZONE. ( B) ALL CROSS DRAN NSTALLATONS WTH A CULVERT SPAN OF 3" OR LARGER WTHN THE CLEARZONE. ( C) ALL NSTALLATONS OUTSDE THE CLEAR ZONE WHERE HAZARD POTENTAL S HGH BASED ON TRAFFC DRECTON, SPEED, VOLUME AND SZE OF CULVERT. NOTE: ANALYZE HYDRAULC PERFORMANCE ATV AR YNG DEGREES OF CLOGGNG AND APPLY RSK ASSESSMENT BEFORE USNG GRATES. 1. ANCHOR END OF PPE GRATE MEMBERS SHALL BE HELD N PLACE WTH A 1/2" x 5 1/2" GALVANZED BOLT, NUT AND WASHER. THREADS, 1 3/4" ( NOM.) SHALL REMAN EXPOSED FOR NSTALLNG GRATE, WASHER AND NUT. ALL BOLTS, NUTS AND WASHERS SHALL CONFORM TO ASTM A37 WTH COST TO BE NCLUDED N THE PRCE BD FOR THE CUL VERT END TREATMENT. 11. FOR TOTAL QUANTTY OF EXTRA DEPTH TOE WALL, MULTPLY WDTH B TMES.185 FOR EACH FOOT OF DEPTH OF TOE WALL REQURED. PAYMENT TO BE NCLUDED N PRCE BD FOR THE CULVERT END TREATMENT == ::r= == == == == =-=-==l=(-=.::;;;;._;:::4+:-==+=--!, S-BAR Cl) ii'. LENGTH C PLAN (SDE DRAN OPTON) (.9 f'= u.. tlj u <! f Cl) LMTS OF PAYMENT FOR PPE CULVERT = EXTRA-DEPTH TOE W At SEE GEN. NOTE 11 CET FOOTNG DETAL 5" (MAX) TYPCAL ABBREVATONS RS - ROUND SDE DRAN RC - ROUND CROSS DRAN AS - ARCH SDE DRAN AC - ARCH CROSS DRAN GR - GRATED NG - NON-GRATED _;[ S-BAR 2 EA. - NO. 4 RENF. STEEL 38" PRECAST CULVERT END TREATMENTS OR OTHER ALTERNATVE DESGNS MAY BE USED F APPROPRATE DRAWNGS ARE SUBMTTED TO AND APPROVED BY THE ENGNEER. BASS OF PAYMENT TEM NO. TEM UNT 613(M).. CUL VERT END TREATMENT EA _. SPECFY TYPE OF END TREATMENT ( EXAMPLE: TYPE B6 CUL VERT END TREATMENT) CET ORENTATON AND SAFETY GRATE REQUREMENTS SHALL BE SPECFED ON THE SUMMARY OF DRANAGE STRUCTURES. (SEE TYPCAL ABBREV A TONS.l SECTON B - B END VEW PPE GRATE GUDE ( U-BOL T) (PPE GRATES NOT SHOWN THS VEW l R=2"1 Z-BAR 2 EA. - NO. 4 RENF. STEEL OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS CET6S-3 2 R-27

24 (OKLAHOMA DEPARTmNT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON DA TE B TABLE A - SCHEDULE OF PPE SAFETY GRATES CUL VERT TYPE SDE DRAN CROSS DRAN LL U) CET RENF. CONC., LL U) RENF. CONC. STEEL OR ot:' GRATE ot:' GRATE TYPE STEEL OR RENF. CONC. ELLPTCAL PPE ALUMNUM. LENGTH. LENGTH ALUMNUM ARCH PPE CRSE x SPAN) ARCH PPE LC SD) On:: ROUND PPE 51_311 "' Nc\NCD) 18" NONE AA4 22" x 13" 14" x 23" 21" x 15" NONE 24" x 18" 2 6'-8" NONE BB4 24" 2 7'-8" 28"x 18" 19" x 3" 2 7'-8" 2 NOl'llll'-9" 28" x 2" 3 31_511 36" x 22" x '-6" 2 12'-" 35" x 24" 3 91_ '-6" 24" x 38" 5 7'-1" 2 NOll!E-6" 3" 3 1'-" 43" x 26" 3 1'-" 2 13'-6" 42" x 29" 3 1'-4" 2 14'-3" CC4 29" x 45" 4 11'-8" 2 14'-3" 51" x31" 4 11'-3" 2 15'-3" 49" x 33" 4 12'-" 2 15'-9" 34" x 53" 4 9'-8" 2 15'-9" 36" 5 1'-4" 2 16'-6" 42" 5 13'-4" 2 18'-9" DD4 58" x 36" 38 x '' x 38" 5 14'-2" 2 17'-3" 65" x 4" 5 14'-2" 4 18'-" 64 x '-8" 4 19'-" 48" 5 15'-" 2 2'-9" 43 x '-9" 4 19'-" EE4 73" x 45" 71" x 47" 6 16'-5" 4 2'-6" x '-9" :--_J_-:--1---r r-:L -rr1: ' '-' [l_ U) [l_ U) H-BARS ' == =:L == == == == S-BAR PLAN (SDE DRAN SHOWN) PPE GRATE LENGTH L (SD) VARABLE Q U) C9Z :;;: 12'5 12" 12" 12" 12" 12" 12" " 15" 15" 15" 15" 18" 18" 18" 18" 21" 21" 21" 21" 24" 24" 24" 26" WDTH BB VARES CSPAN+G) CET TYPE TABLE B - SCHEDULE OF DMENSONS LENGTH WDTH WDTH LENGTH HEGHT HEGHT CONC. CONC. A BB BB c H K CY CY AA4 1'-4" 8'-" 9'-4" 5'- 8" 21" 9" BB4 12'-4" '-" 6'-" 22" CC4 15'-9" 1'-4" 14'-" T " 2" DD4 19'-3" '-" " EE4 2'-8" 14'-" 18'-" 8'-8" ! STEEL LENGTH H-BARS H-BARS S-BARS 7'-8" 9'- O" 12'- 4" 8'-8" '-4" 1'-" 13'- 8" 19'- 6" 12'-5" 16'-2" 21'- 6" 13'-8" 17'- 8" 23'- 4" "E(\J=t ROUND SHAPE CULVERT OPTONS NOTE: FOR G DMENSON, SEE TABLE A ARCH SHAPE CUL VERT OPTONS (DHORZONTAL ELLPSE SHAPE CULVERT OPTONS U) ii" \ CROSS DRANS SDE DRANS ANCHOR END DETAL PPE GRATE MEMBERS NOTE: STEEL NOT SHOWN N THS VEW. 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH L-:s-G:-;:=====_l THE 29 ODOT STANDARD SPECFCATONS. -""----L--"'::. J.::;,,J_.r-...,-., 2. QUANTTES SHOWN N TABLE BARE FOR ONE END ONLY. CLASS A CONCRETE [l_ r-; t----:<t--lj SHALL CONFORM TO THE MNMUM REQUREMENTS OF SECTON 59 OF THE U) SPECFCATONS. 3. TYPES AA4 THROUGH EE4 END SECTONS, AS SHOWN N TABLE B, MAY BE USED WTH ANY AASHTO DESGNATED METAL, ALUMNUM & CONCRETE PPE SZES, AS SHOWN N TABLE A. END SECTON QUANTTES ARE BASED ON METAL PPE DMENSONS, NO PPE WALL THCKNESS AND SMALLEST LSTED ROUND OR ARCH CULVERT PPE WTHN TYPE. 4. SLOPED END OF CUL VERT PPE SHALL BE SHOP CUT. TWO COATS OF COLD GALVAN ZATON WLL BE APPLED TO CUT EDGES OF STEEL CULVERT PPE. COST OF CUTTNG AND GALVANZNG S NCLUDED N THE PRCE BD FOR PPE CULVERT. 5. ALL SZES OF CULVERT PPE WLL BE CUT ON 1 TO 4 SLOPE. VARABLE OVERALL PPE LENGTH - FOR CROSS DRAN 6. PPE FOR SAFETY GRATES SHALL BE 3" x 7.58 LBS./FT. STANDARD WEGHT STEEL PPE, SEE PPE GRATE SCHEDULE (TABLE A) - L (CD). SCHEDULE 4. T SHALL BE FURNSHED GALVANZED, PLAN END AND SHALL MEET THE MNMUM REQUREMENTS OF ASTM A53 ( HYDROSTATC TESTS MAY BE WAVED) OR ASTM F183. COST OF GRATES TO BE NCLUDED N PRCE BD FOR THE CET 7. ANY GALVANZED AREA( S) OF METAL PPE DSTRESSED DURNG THE POST FABRCATON AND/OR HANDLNG PROCESS SHALL BE COATED WTH AN APPROVED ZNC RCH PANT. 8. RENFORCNG STEEL AND PPE GRATE GUDES SHALL BE NO. 4 DEFORMED BARS. COST OF STEEL SHALL BE NCLUDED N PRCE BD FOR THE CULV. END TREATMENT. 9. CRTERA FOR USE OF PPE SAFETY GRATE MEMBERS: (A) ALL SDE DRAN AND MULTPLE PPE NSTALLATONS WTHN THE CLEAR ZONE. ( B) ALL CROSS DRAN NSTALLATONS WTH A CULVERT SPAN OF 3" OR LARGER WTHN THE CLEARZONE. ( C) ALL NSTALLATONS OUTSDE THE CLEAR ZONE WHERE HAZARD POTENTAL S HGH BASED ON TRAFFC DRECTON, SPEED, VOLUME AND SZE OF CULVERT. SECTON C- C NOTE: ANALYZE HYDRAULC PERFORMANCE AT VARYNG DEGREES OF CLOGGNG AND APPLY RSK ASSESSMENT BEFORE USNG GRATES. NSTALLATON DETAL CROSS DRAN WTH PPE GRATE 24" LMTS OF PAYMENT FOR PPE CULVERT = EXTRA-DEPTH TOE WA SEE GEN. NOTE 11 CET FOOTNG DETAL N.4 RENF. STEEL 5" (MAX.) TYPCAL ABBREVATONS RS - ROUND SDE DRAN RC - ROUND CROSS DRAN AS - ARCH SDE DRAN AC - ARCH CROSS DRAN GR - GRATED NG - NON-GRATED --R=2"_/ S-BAR 3 EA. - NO. 4 RENF. STEEL 1. ANCHOR END OF PPE GRATE MEMBERS SHALL BE HELD N PLACE WTH A 112" x 51/2" GALVANZED BOLT, NUT AND WASHER. THREADS, 1 314" ( NOM.) SHALL REMAN EXPOSED FOR NSTALLNG GRATE, WASHER AND NUT. ALL BOLTS, NUTS AND WASHERS SHALL CONFORM TO ASTM A37 WTH COST TO BE NCLUDED N THE PRCE BD FOR THE CULVERT END TREATMENT. 11. FOR TOT AL QUANTTY OF EXTRA DEPTH TOE WALL, MULTPLY WDTH BB TMES.185 FOR EACH FOOT OF DEPTH OF TOE WALL REQURED. PAYMENT TO BE NCLUDED N PRCE BD FOR THE CULVERT END TREATMENT. PRE CAST CUL VERT END TREATMENTS OR OTHER ALTERNATVE DESGNS MAY BE USED F APPROPRATE DRAWNGS ARE SUBMTTED TO AND APPROVED BY THE ENGNEER. BASS OF PAYMENT TEM NO. TEM UNT 613 CM) ' CULVERT END TREATMENT EA ' SPECFY TYPE OF END TREATMENT ( EXAMPLE: TYPE BB4 CUL VERT END TREATMENT ) CET ORENTATON AND SAFETY GRATE REQUREMENTS SHALL BE SPECFED ON THE SUMMARY OF DRANAGE STRUCTURES. ( SEE TYPCAL ABBREVATONS ) 38" f (J) (i" C9 CL LENGTH C SECTON B - B END VEW (PPE GRATES NOT SHOWN THS VEW) PPE GRATE GUDE ( U-BOL T) R=2"13 Z-BAR 3 EA. - NO. 4 RENF. STEEL,6!GNEER (. :Ol/lr/t nnt CUL VERT END TREATMENT - - DOUBLE PPE NSTALLATON 1 TO 4 SAFETY SLOPE ROADWAY DESGN DVSON STANDARD OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS CET4D-3 2 R-28

25 ( OKLAHOMA DEPARTllENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON B UJ iy Q_ Cl) Q_ Cl) GET TYPE AA6 BB6 CC6 DD6 EE6 RENF. CONG.. STEEL OR ALUMNUM ROUND PPE 18" 24" 3" 36" 42" 48" H-BARS TABLE A - SCHEDULE OF PPE SAFETY GRATES CULVERT TYPE RENF. CONG. RENF. CONG. ELLPTCAL PPE ARCH PPE (RSE x SPAN) STEEL OR ALUMNUM ARCH PPE 22" x 13" 14" x 23" x " x 18" 19" x 3" x " x 34" 43" x 26" 51" x 31" 24" x 38" 29" x 45" 34" x 53" 24" x 18" 28" x 2" 35" x 24" 42" x 29" 49" x 33" 58" x 36" 38" x 6" 57" x 38" 65" x 4" 73" x 45" 43" x 68" x " x 43" 71" x 47" f == i::=: == == == == =-!:_:--=:::n-=:::::::c-;;;;::::.:):::t::::=:::r==i! S-BAR j LENGTHC PLAN (SDE DRAN SHOWN) VARABLE SECTON B-B ll Cl) o. Oo:: "' SDE DRAN GRATE LENGTH L<SD) 3 5'-8" 2 51_5n 3 6'-8" 4 6'-8" 3 7'-8" 3 7'-8" 4 8'-6" 4 8'-6" 4 9'-2" 5 7'-1" 4 1'-" '-4" 6 11' '-3" 6 12'-" 7 9'-8" 8 1'-4" 7 13'-4" 7 14'-2" 8 14'-2" 9 11' '-" 9 15'-9" 9 16'-5" CROSS DRAN ll Cl) o ci "' GRATE LENGTH L(CD) NONE NONE NONE NONE 15'-9" NONE 17'-6" 18'-3" 18'-3" NONE 19'-9" 2'-9" 2'-9" 21'-9" 22'-8" 23'-6" 24'-6" 27'-6" 25'-6" 26'-6" 28'-" 3'-6" 28'-" 3'-" 3'-6" VARABLE "' i= ll tll=:! Wf WW UJ U5 C9Z :;;o Ci 12" " 12" 12" " 12" 15" 15" 15" 15" 15" 18" 18" 18" 18" " 21" 21" 24" 24" 24" 26" H-BARS B TABLE B - SCHEDULE OF DMENSONS FOR CET TYPES STEEL LENGTH CET TYPE LENGTH WDTH WDTH LENGTH HEGHT HEGHT CONG. CONG. A BB BB c H K CY CY H-BARS H-BARS S-BARS AA6 15'-3" 8'-" 9'-4" 8'-6" 21" 9" T '- 9" BB6 18'-3" 9'-" 11'-" 9'-" _311 1'-8" 21'-9" CC6 23'-4" 1'-4" 14'-" 11'- O" 26" 2" '-" 13'-8" 28'-4" DD6 27'- 9" 12'-9" 16'-6" 12'-" 28" 27" '-5" 16'-2" 33'-" EE6 3'-6" '-" 13'-" 3" SHAPE CULVERT ARCH SHAPE CUL VERT OPTONS (D HORZONTAL ELLPSE SHAPE CULVERT OPTONS S-BAR Cl) iy LMTS OF PAYMENT 1 NOTE: STEEL NOT SHOWN N THS VEW ,;::Lc_;;;--===:::::::=-.i_ NOTE: FOR G DMENSON, SEE TABLE A VAR ABLE OVERALL PPE LENGTH - FOR CROSS DRAN SEE PPE GRATE SCHEDULE (TABLE A) - L (CD)" SECTON C- C NSTALLATON DETAL CROSS DRAN WTH PPE GRATE 24" FOR PPE CUL VERT = EXTRA-DEPTH TOE WA SEE GEN. NOTE 11 CET FOOTNG DETAL WDTH BB VARES (SPAN+ G) END VEW (PPE GRATES NOT SHOWN THS VEW) 5" <MAX) PPE GRATE GUDE ( U-BOL T) _J 4 f TYPCAL ABBREVATONS RS - ROUND SDE DRAN RC - ROUND CROSS DRAN AS - ARCH SDE DRAN AC - ARCH CROSS DRAN GR - GRATED NG - NON-GRATED S-BAR 3 EA. - NO. 4 RENF. STEEL CROSS DRANS SDE DRANS ANCHOR END DETAL PPE GRATE MEMBERS 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. QUANTTES SHOWN N TABLE BARE FOR ONE END ONLY. CLASS A CONCRETE SHALL CONFORM TO THE MNMUM REQUREMENTS OF SECTON 59 OF THE SPECFCATONS. 3. TYPES AA6 THROUGH EEG END SECTONS, AS SHOWN N TABLE B, MAY BE USED WTH ANY AASHTO DESGNATED MET AL, ALUMNUM & CONCRETE PPE SZES, AS SHOWN N TABLE A. END SECTON QUANTTES ARE BASED ON METAL PPE CULVERT NSTALLATON. 4. SLOPED END OF CULVERT PPE SHALL BE SHOP CUT. TWO COATS OF COLD GALVAN ZATON WLL BE APPLED TO CUT EDGES OF STEEL CULVERT PPE. COST OF CUTTNG AND GALVANZNG S NCLUDED N THE PRCE BD FOR PPE CULVERT. 5. ALL SZES OF CUL VERT PPE WLL BE CUT ON 1 TO 6 SLOPE. 6. PPE FOR SAFETY GRATES SHALL BE 3" x 7.58 LBS./FT. STANDARD WEGHT STEEL PPE, SCHEDULE 4. T SHALL BE FURNSHED GALVANZED, PLAN END AND SHALL MEET THE MNMUM REQUREMENTS OF ASTM A53 ( HYDROSTATC TESTS MAY BE WAVED ) OR ASTM F183. COST OF GRATES TO BE NCLUDED N PRCE BD FOR THE GET 7. ANY GALVANZED AREA( S) OF METAL PPE DSTRESSED DURNG THE POST FABRCATON AND/OR HANDLNG PROCESS SHALL BE COATED WTH AN APPROVED ZNC RCH PANT. 8. RENFORCNG STEEL AND PPE GRATE GUDES SHALL BE NO. 4 DEFORMED BARS. COST OF STEEL SHALL BE NCLUDED N PRCE BD FOR THE CULV. END TREATMENT. 9. CRTERA FOR USE OF PPE SAFETY GRATE MEMBERS: (A) ALL SDE DRAN AND MULTPLE PPE NSTALLATONS WTHN THE CLEAR ZONE. ( B) ALL CROSS DRAN NSTALLATONS WTH A CULVERT SPAN OF 3" OR LARGER WTHN THE CLEARZONE. ( C) ALL NSTALLATONS OUTSDE THE CLEAR ZONE WHERE HAZARD POTENTAL S HGH BASED ON TRAFFC DRECTON, SPEED, VOLUME AND SZE OF CULVERT. NOTE: ANALYZE HYDRAULC PERFORMANCE AT VARYNG DEGREES OF CLOGGNG AND APPLY RSK ASSESSMENT BEFORE USNG GRATES. 1. ANCHOR END OF PPE GRATE MEMBERS SHALL BE HELD N PLACE WTH A 1/2" x 5112" GALVANZED BOLT, NUT AND WASHER. THREADS, 13/4" ( NOM.) SHALL REMAN EXPOSED FOR NSTALLNG GRATE, WASHER AND NUT. ALL BOLTS, NUTS AND WASHERS SHALL CONFORM TO ASTM A37 WTH COST TO BE NCLUDED N THE PRCE BD FOR THE CUL VERT END TREATMENT. 11. FOR TOTAL QUANTTY OF EXTRA DEPTH TOE WALL, MULTPLY WDTH BB TMES.185 FOR EACH FOOT OF DEPTH OF TOE WALL REQURED. PAYMENT TO BE NCLUDED N PRCE BD FOR THE CULVERT END TREATMENT. PRE CAST CUL VERT END TREATMENTS OR OTHER ALTERNATVE DESGNS MAY BE USED F APPROPRATE DRAWNGS ARE SUBMTTED TO AND APPROVED BY THE ENGNEER. BASS OF PAYMENT TEM NO. TEM UNT 613 (M)._ CUL VERT END TREATMENT EA._ SPECFY TYPE OF END TREATMENT (EXAMPLE: TYPE BB6 CUL VERT END TREATMENT) CET ORENT A TON AND SAFETY GRATE REQUREMENTS SHALL BE SPECFED ON THE SUMMARY OF DRANAGE STRUCTURES. (SEE TYPCAL ABBREVATONS) R=2"13 Z-BAR 3 EA. - NO. 4 RENF. STEEL OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS CET6D-3 2 R-29

26 (OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON DMENSONS OF END SECTONS FOR ROUND METAL PPE PPE APPROX. BODY GA. A B H L DA. SLOPE TYPE 12" 16 6" 6" 6" 21" 24" 1 : 2 1/2 1 PC. 15" 16 7" 8" 6" 26" 3" 1 : 2 1/2 1 PC. 18" 16 8" 1" 6" 31" 36" 1 : PC. 21" 16 9" 12" 6" 36" 42" 1 : 2 1/2 1 PC. 24" 16 1" 13" 6" 41" 48" 1 : 21/2 1 PC. 3" 14 12" 16" 8" 51" 6" 1 : 2 1/2 1 PC. 36" 14 14" 19" 9" 6" 72" 1 : 2 1/2 2PC. 42" 12 16" 22" 11" 69" 84" 1 : 2 1/2 2PC. 48" 12 18" 27" 12" 78" 9" 1: 2 1/4 2PC. 54" 12 18" 3" 12" 84" 12" 1 :2 2PC. 6" 12 18" 33" 12" 87'' 114" 1 : 1 3/4 3 PC. 66" 12 18" 36" 12" 87" 12" 1 : 1 1/2 3PC. 72" 12 18" 39" 12" 87'' 126" 1: 1 1/3 3 PC. 78" 12 18" 42" 12" 87" 132" 1 : 1 1/4 3 PC. 84" 12 18" 45" 12" 87'' 138" 1 : 1 1/5 3 PC. DMENSONS OF END SECTONS FOR METAL PPE - ARCH SPANx EQUV. APPROX. BODY GA. A B H L RSE ROUND SLOPE TYPE 17'' x 13" 15" 16 7" 9" 6" 19" 3" 1 :2 1/2 1 PC. 21" x 15" 18" 16 7" 1" 6" 23" 36" 1 :2 l/2 1 PC. 24" x 18" 21" 16 8" 12" 6" 28" 42" 1 :2 l/2 1 PC. 28" x 2" 24" #16 9" 14" 6" 32" 48" 1 :2 1/2 1 PC. 35" x 24" 3" 14 1" 16" 6" 39" 6" 1 :2 l/2 1 PC. 42" x 29" 36" #14 12" 18" 8" 46" 75" 1 :2 l/2 1 PC. 49" x 33" 42" 12 13" 21" 9" S3" 8S" 1 :2 l/2 2PC. 57'' x 38" 48" 12 18" 26" 12" 63" 9" 1 :2 l/2 2PC. 64" x 43" S4" 12 18" 3" 12" 7" 12" 1 :2 1/4 2PC. 71" x47" 6" 12 18" 33" 12" 77" 114" 1 :2 l/4 3PC. 77" x S2" 66" 12 18" 36" 12" 77" 126" 1 :2 3PC. 83" x ST" 72" 12 18" 39" 12" 77" 138" 1 :2 3 PC. # FOR ALUMNUM END SECTONS THE 28" x 2" SHALL BE 14 GAGE AND THE 42" x 29" SHALL BE 12 GAGE. ROUND MET AL PPE END SECTON END VEW ARCH METAL PPE END SECTON END VEW DMENSONS OF PRECAST END SECTONS FOR ROUND PPE DAMETER R3 R4 RS T K J c D E SLOPE 18" 3" 3" 6" 21/2 11 9" 2.25' 3.83' 6.8' 3.' 1 : 3 24" 3" 3" 7" 3" 9 l/ ' 2.5' 6.12' 4.' 1 : 3 3" 3" 3" 8" 3 l/2" 12" 4.5' 1.6S' 6.16' S.' 1 : 3 36" 3" 3" 1 1/2" 4" 15" 5.25' 2.9' 8.15' 6.' 1 : 3 42" 3" 3" 11/2'' 4 l/2" 21" 5.25' 2.92' 8.17' 6.SO' 1 : 3 48" 6" 6" 14" 5" 24" 6.' 2.17' 8.17' 7.' 1: 3 54" 6" 6" - 51( " S.42' 2.92' 8.33' 7.5' 1 :2 1/2 6" 6" 6" - 6" 3" 5.' 3.25' 8.25' 8.' 1 :2 66" 6" 6" - 61/211 24" 6.5' 1.7S' 8.25' 8.5' 1 :2 72" 6" 6" - 7" 24" 6.5' 1.75' 8.25' 9.' 1 :2 METAL END SECTON PLAN VEW PPE LENGTH COMPUTED TO HERE. SEE. ROUND CONCRETE PPE END SECTON END VEW METAL END SECTON SDE VEW FLAT STRAP CONNECTO CONNECTOR SECTON RVETED OR BOLTED SKRT PLATE TOE PLATE STRAP BOLT TYPE 1 FOR 12" TO 24" ROUND AND EQUVALENT ROUND PPE ARCH SZES. TYPE3 FOR 42" TO 84" ROUND AND 54" TO 72" EQUVALENT ROUND PPE - ARCH SZES. TYPE2 FOR 3" TO 36" ROUND AND 3" TO 48" EQUVALENT ROUND PPE - ARCH SZES. TYPE4 FOR USE WTH ALL ROUND AND PPE ARCH SZES. TYPCAL METAL END SECTON CONNECTONS PPE ROD HOLDER THREADED ROD THS END OF BAND GROOVED TO MATCH ANNULAR CORRUGATON N END SECTON. BAND CLAMP SHALL CLEAR HORZ. LNE. COUPLNG BAND STANDARD COUPLNG BAND 12"MN. i DMPLED COUPLNG BAND 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. CULVERT END SECTONS SHALL BE OF THE SAME MATERAL AND SHAPE (ROUND, ARCH, OR ELLPTCAL) AS THE PPE ON WHCH THEY ARE NSTALLED. 3. DMENSONS SHOWN FOR END SECTONS ARE SUBJECT TD MANUFACTURER TOLERANCES. 4. TOE PLATE WLL BE REQURED ON ALL METAL END SECTONS UNLESS SOLD ROCK S ENCOUNTERED. HOLES N TOE PLATE TO BE PUNCHED TO MATCH HOLES N SKRT PLATE, 318" SOL TS TO BE FURNSHED. LENGTH OF TOE PLATES FOR ROUND PPE END SECTONS SHALL BE W=1'' FOR 12" TO 3" DAMETER PPE, W=2" FOR 36" TO 84" DAMETER PPE. LENGTH OF TOE PLATES FOR ARCH PPE END SECTONS SHALL BE W=1" FOR A RSE OF 13" TO 29" AND W=2" FOR A RSE OF 33" TO 57''. 5. CONNECTOR SECTON, SKRT PLATE, AND TOE PLATE ON METAL END SECTONS SHALL BE THE SAME GAGE AND MATERAL AS THE SKRT AND SHALL BE NCLUDED N PRCE BD FOR END SECTON. 6. F TYPE 3 METAL END SECTON S USED AS OPTONAL PPE, THE LENGTH OF PPE TO BE REDUCED BY 12" FOR EACH END SECTON. F CONCRETE PPE OPTON S USED, THE LENGTH OF PPE TO BE REDUCED BY THE C DMENSON FOR EACH END SECTON. APPROX. DMENSONS OF PRECAST END SECTONS FOR ELLPTCAL PPE EQUV. DAMETER RSE SPAN R1 R2 R3 R4 R5 T K J c D E SLOPE 18" 14" 23" 6" 2" 3" 3" 6" '1 8" 2.2S' 3.75' 6.' 3.' 1 : 3 24" 19" 3" 8 1/ 4" 261/4" 3" 3" 7" 3 114" 81/2" 3.25' 2.7S' 6.' 4.' 1 : 3 3" 24" /4" 323/4" 3" 3" 9" 33/4" ' 1.5' 6.' 5.' 1 : 3 36" 29" 45" 121/4" 391/4" 3" 3" 12" 41/2" 111/4'' S.' 3.' 8.' 6.' 1 : 3 42" 34" 53" 14 1f2" 46" 6" 6" 13" S" 15 :jl4" 5.' 3.' 8.' 6.5' 1 : 3 48" 38" 6" 161/2" 511/2'' 6" 6" 14" 5112n 21" S.' 3.' 8.' 7.' 1 : 3 54" 43" 68" 18 '.\'4" 581(2 11 6" 6" 16" 6" 25112" 5.' 3.' 8.' 7.SO' 1 : 3 6" 48" 76" 23/4" 65" 6" 6" 3611/ /2" 3" 5.' 3.25' 8.2S' 8.' 1 :2 66" 53" 83" 223/4" 711/2" 6" 6" 361/a" 7112" 24" 6.SO' 1.75' 8.25' 8.5' 1 :2 72" S8" 91" 243/4" 78" 6" 6" 38" 71( " 6.5' 1.75' 8.25' 9.' 1: 2 APPROX. DMENSONS OF PRECAST END SECTONS FOR ARCH PPE EQUV. DAMETER SPAN RSE A B R R R2 R3 R4 RS T K J c 18" 22" 13" - 1/4" 5 3/ 411 2" 27112' 133/4" 5 l/411 3" 13" 21/i' 7" 2.2S' 3.75' 24" 28" 18" 3 7/16!! 921/3.i' 3" " 149fle /32 3" 16 13fie 3" g 11 1/ ' 2.SO' 3" 36" 22" 3 314" 123/ " 51" 183/4" 6 1/ " 18 1/ 31/2" 12" 4.SO' 1.58' 36" 43" 26" 4 lfa" 15 l/2 11 6" 62" 221/2" / 8 3" 24 5/16" 4" ls" 5.2S' 2.9' 42" Sl" 31" S 1116" 18" 6" 73" 261/4" 79/16" 3" 27 l/ /i' 21" S.2S' 2.92' 48" S8" 36" 6" 2 1f2" 6" 84" 3" 83/ 4" 3" 28 l/ 2" 5" 24" 6.' 2.17' 54" 6S" 4" 65/s" 2211/ " 921/2" 33 3/s" 9 1' 15" 6" 33 1/ au SW.' 27" S.42' 2.92' 6" 73" 4S" 7 1/2 11 2S%2" 6" 15" 371/2'1 117/ " 33 11/ " 3" 5.' 3.25' 72" 88" 54" 9" 317/ " 126" 45" 129/16" 6" 38 15/1511 7" 24" 6.SO' 1.7S' D 6.8' 6.8' 6.8' 8.15' 8.17' ELLPTCAL CONCRETE PPE END SECTON END VEW E SLOPE 3.' 1 :3 4.' 1 :3 5.' 1 : 3 6.' 1 :3 6.5' 1 :3 8.17' 7.' 1 :3 8.34' 7.5' 1: ' 8.' 1 :2 8.2S' 9.' 1: 2 ARCH CONCRETE PPE END SECTON END VEW CONCRETE END SECTON PLAN VEW PPE LENGTH COMPUTED TO HERE. SEE. CONCRETE PPE c SLOPE= YTO X (f) 'a f-roove END ON OUTLET END SECTON. :r TONGUE END ON NLET END SECTON. CONCRETE END SECTON SDE VEW BASS OF PAYMENT TEM NO. TEM UNT 613 ( L) :!: PREF AB. CULVERT END SECTON, ROUND EA 613 ( L) :!: PREFAB. CULVERT END SECTON, ARCH EA 613 ( L) :!: PREFAB. CULVERT END SECTON, ELLPTCAL EA TEND SECTON DMENSON( S) SHALL BE SPECFED. OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS PCES-4 R-3

27 9/16" x 1" SLOT FOR e CD) 1/2" THREADED ROD <NUT & L WASHER NOT SHOWN) WNGWALby PLAN OF SDEDRAN GRATE 1/2" x 31/2" GALV. THREADED ROD OR HEX BOLT W/WASHER AND NUT 1J\," APPROVED EMBEDMENT MATER AL<POURABLE) THREADED STEEL ROD OR HEX BOLT A L TOE WALL. 1" m.chml %"CLEAR SPACE..... DETAL OF SDE DRAN GRATE MEMBER CONNECTON TO WNGWALL TYPCAL CROSS DRAN HORZONTAL STFFENER(SJ AT MD. THRD AND QUARTER PONTS TO SUPPORT SNGLE OR MULTPLE LONGTUDNAL PPE SAFETY GRATES. 3" (MAX.J TO<t OF FRST GRATE CROSS DRAN OPTON DETAL 24" TOE WALL AND EXTRA-DEPTH TOE WALL, (WHEN REQURED), BOTH OPTONS. TO BE PAD FOR N PRCE BD FOR SLOPED CONCRETE END SECTON. 12" BAND CLAMP SHALL u<e STANDARD COUPLNG BAND SHALL BE USED TO CONNECT CORRUGATED PPE CULVERT TO END SECTON. PLAN VEW LONGTUDNAL PPE PPE GRATE LENGTH= G (CROSS DRAN OPTON) SEE SECTON C-C WNG LENGTH= L + 2" SCES END SECTON TYPES A4 A6 B4 B6 C4 C6 D4 D6 E4 E6 F4 F6 WHEN PRECAST FLOOR S USED WTH CAST-N-PLACE TOE WALL, DRLL 1" HOLE, NSERT #5 RENF. BAR AND FLL WTH EPOXY CONCRETE OR MEL TED SULFUR. \foe WALL SECTON A-A (SHOWN WTH SDE DRAN GRATES) ROUND CULV. SZE T2 T3 18" 3'-" 6" 6" 24!1 31_11 6" 6" " 8" 36" 4'-" 8" 8" 42" 6'-" 8" 8" " 8" END SECTON DMENSONS 1:4 SLOPE H LO NL NS L G 2'-1" 2'-9%" 1-7'-" 7'-9" 2 1-7' 1 2'-9%" _11 91_ '-9%" '-4" 12'-4" 3'-8" 3'-9%" '-4" 14'-5" 4'-3" 5'-9%" '-1" 4'-9" 5'-93,.+" '-8" 18'-11" 1:6 SLOPE SCES NHNS L G NH TYPE 3-1'-6" 11'-1" 5 A '-6" B '-" 17'-11" 8 C '-" 2'-11" 9 D '-6" 24'-6" 11 E '-6" F4 NH=NUMBER OF HORZONTAL GRATES REQURED FOR SDE DRAN. NL=NUMBER OF LONGTUDNAL GS REQURED FOR CROSS DRAN. NS=NUMBER OF HORZONTAL STFFENER(S) EVENLY SPACED FOR CROSS DRANS (SEE SEC B-B). TOE WALL PLACEMENT DETALS PRECAST OPTON GUDE PN 2EACH%" GALVAN. BOLTS WHEN H DMENSON EXCEEDS 3'-" NO FLARE AT BOTTOM A J LMT OF PAYMENT FOR CONCRETE LMT OF PAYMENT FOR METAL PPE 12" (MN.) FOR CORRUGATED MET AL PPE CULVERT ONLY [j) a'.. 4 EA.-3/ 4" BOLTS TOP& BOTTOM 8" LONG FOR T2 = 6" 1" LONG FOR T2 = 8" PLACED NTO CONC. NSERTS LMT OF PAYMENT FOR METAL PPE CAST-N-PLACE OPTON CAST N PLACE OPTON T1 SHALL BE 6". 3/4" BOLTS TOP & BOTTOM 8" LONG FOR T2 =6" AND 1" LONG FOR T2 =8" PLACED NTO CONCRETE NSERTS. 1"DA. HOLES CAST OR DRLLED NTO BACKWALL AS SHOWN WHEN CONC. PPE CULVERT S USED. 1/2" x 3 1/2" THREADED ROD W/ WASHER AND NUT HEADWALL... SECTON C-C 1:4 1:6 A %" o/," 16 s 1Ys" Vall 19)f" FOR 24" DA. CULVERT & SMALLER SUMMARY-QUANTTES 1:4 SLOPE 1:6 SLOPE CLASS A RENF. SCES CLASS A CONC. STEEL CONC. CU. YD. LBS. TYPE CU. YD A B C D E F RENF. STEEL LBS ROUND HEADWALL PACER CHANNEL SPACER til':<t=o!:±'z'::!::!::2'1 :<<.:.<::.. :::. '... 3/4" x 6" BOLT' ;,./:: :." 'GALV. W/WASHER '." : :::::::::::;::::;t::t===:::---'i:.:;'.'.:. ;.:... :.. '. ;.:... :.. ;.:..:.1 2Y4" _J L4 x 4 x 3/8 x4"long ALTERNATE SECTON C-C ----' Ct_ PPE - -- #5 BARS AT 6" CC SECTON OF TE BOLT NSTALLATON TE BOLT SHALL BE USED TO CONNECT CONCRETE PPE CULVERT TO CONCRETE END SECTON. FRONT ELEV A TON CHANNEL SPACER #4RENF. BAR PPE GRATE GUDE (U-BOL T) TYPCAL LEGEND FOR PLAN SUMMARY SD4 - SDE DRAN 1:4 SD6 - SDE DRAN 1:6 CD4 - CROSS DRAN 1:4 CD6 - CROSS DRAN 1:6 GR - GRATED NG - NON-GRATED GAL V. 1/2" x 3 1/2" HEX HEAD BOLT OR THREADED ROD W /WASHER & NUT SECTON B-B L6 x 4 x 3/8 x 4" LONG ( OKLAHO!!A DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON Bl PPE GRATE :/JJ,1>... r-,. '.. : it..=..;o=.=i.=..=;ct..=-===- X\=1 /F\ 11;-L '-j- 11/2 X 3 1/2 X 8" _.APPROVED _LG. GALV. U-BOL T EMBEDMENT. - MATERAL (POURABLE) HORZONTAL B---1 GRATE & HORZONTAL STFFENER (CROSS DRANS ONLY) 1. ALL CONSTRUCTON AND MA TER AL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. ALL NOTES DESGNATED ASAPPL Y ONLY TO PRECAST OPTON. 3. QUANTTES SHOWN ARE FOR ONE END ONLY. CONCRETE SHALL CONFORM TO THE MNMUM REQUREMENTS OF SECTON 59 OF THE SPECFCATONS. CLASS P CONCRETE, HAVNG MNMUM STRENGTH OF 5 PS, SHALL BE USED ON PRECAST UNTS. CLASS A CONCRETE SHALL BE USED ON CAST-N-PLACE UNTS. 4. DMENSONS SHOWN ARE MNMUM. ACTUAL DMENSONS MAY VARY WTH FABRCATOR AND WTHN NDUSTRY ACCEPTED TOLERANCES. 5. UNTS SHALL BE ASSEMBLED USNG BOLTS, AS SHOWN, AND EPOXY RESN ADHESVE CONFORMNG TO AASHTO M 235, AT ALL JONTS. 6. FABRCATOR SHALL SUBMT TO THE ENGNEER, FOR APPROVAL, PROVSONS FOR LFTNG COMPONENT PARTS NTO PLACE. 7. WHEN SHOWN ON PLANS, ARCH PPE (METAL OR CONCRETE) OR ELLPTCAL PPE MAY BE USED N LEU OF FULL CRCLE PPE. WHEN USNG ARCH OR ELLPTCAL PPE AS A SUB STTUTE FOR FULL CRCLE PPE, THE RESPECTVE NSDE SPAN PLUS TWO WALL THCKNESSES MAY NOT EXCEED ANY W DMENSON SHOWN N THE TABLE OF END SECTON DMENSONS. 8. SHARP EDGES ON PRE CAST OR CAST-N-PLACE UNTS MUST BE CHAMFERED OR ROUNDED TO THE PONT OF SAFE HANDLNG. THE CHAMFER SHOULD BE 1/2", OR ROUNDED WTH AN EDGNG TOOL. 9. WHEN GRATE MEMBERS ARE REQURED, ALL BOLTS, NUTS, WASHERS. BRACKETS. AND STEEL PPE ARE CONSDERED PARTS OF THE END SECTON. PAYMENT FOR THESE TEMS SHALL BE NCLUDED N BD PRCE FOR THE END SECTON. 1. PPE FOR SAFETY GRATES SHALL BE 3" x 7.58 LBS./FT. STANDARD WEGHT STEEL PPE, SCHEDULE 4. T SHALL BE FURNSHED GALVANZED, PLAN END AND SHALL MEET THE MNMUM REQUREMENTS OF ASTM A ANY GALVANZED AREA(S) OF METAL PPE DSTRESSED DURNG THE POST FABRCATON AND/OR HANDLNG PROCESS SHALL BE COATED WTH AN APPROVED ZNC RCH PANT. 12. THREADED ROD, BOLT AND NUTS SHALL CONFORM TO ASTM A ALGNMENT SPACER HARDWARE SHALL CONFORM TO ASTM A ALL EXPOSED STEEL SHALL BE GALVANZED OR PANTED N ACCORDANCE WTH SECTON OF THE 29 ODOT STANDARD SPECFCATONS. 15. ALL RENFORCNG STEEL TO BE #5 BARS AT 6" CENTERS, WTH 12" OVERLAPPNG RENFORCNG STEEL BETWEEN ADJACENT WALLS, WNGS, TOE WALL AND FLOOR. 16. CRTERA FOR USE OF PPE SAFETY GRATE MEMBERS: (A) ALL SDE DRAN AND CROSS DRAN NSTALLATONS NSDE THE CLEARZONE. ( B) ALL NSTALLATONS OUTSDE THE CLEARZONE WHERE HAZARD POTENTAL S HGH BASED ON TRAFFC DRECTON, SPEED. CLASS, VOLUME AND SZE OF CULVERT. NOTE: ANALYZE HYDRAULC PERFORMANCE AT VARYNG DEGREES OF CLOGGNG AND APPLY RSK ASSESSMENT BEFORE USNG GRATES. BASS OF PAYMENT TEM NO. TEM UNT 613 (NJ < i;;:j l SLOPED CONCRETE END SECTON EA i;;:j SPECFY TYPE (EXAMPLE: TYPE A4 SLOPED CONC. END SECTON J SCES ORENTATON, GRATED OR NON-GRATED SHALL BE SHOWN N PLAN SUMMARES. OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS SCES-3 R-31 9

28 (OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON DROP NLET H=RCB BARREL HEGHT <t RCB 2-DC #4 BARS S=RCB BARREL SPAN TOP OF CURB H=RCB BARREL HEGHT 1- (]_ 1- _J 6" CURB DH1AT6" DL2#4 AT 12"MAX. NOTE: NO DV2 BARS REQURED N STANDARD DEPTH DROP NLET. DV2 #4AT12" LAP WTH DL2 BARS 1- Co 1- N Co 1- ) Co 1- N Co Co 1- ) 1- (]_ r- _J (] ff) ff) SECTON B-B THRU NLET ff) STANDARD RCB BARREL (BELOW) SECTON C-C THRU NLET AND CUL VERT GALVAN ZED J," x 5)1," BOLT NUT & WASHER THRU %" x 1" SLOT H= BARREL HEGHT S PLUS 1'-2" <DH1 BAR) H PLUS 3'-2" ll cl SECTON THRU CENTERLNE RCB CUL VERT AND NLET SECTON A - A THRU NLET DH1 AND DH2 BARS DH3BARS DL1 BARS DL2 BARS TYPCAL GRATE DETAL DMENSONS AND BAR LST BARREL DH1 BARS (BENT) DH2 BARS (BENT) DH3 BARS (BENT) DL1 #4 BARS DL2 #4 BARS DESGN DMENSONS STANDARD (BENT) (BENT) DV1 #4BARS DV2 #4 BARS DC#4 BARS EH1 #4 BARS EH2#4BARS NO. SPAN HEGHT DEPTH s H SZE NO.... LENGTH SZE NO.... LENGTH SZE NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH... NO. LENGTH... NO. LENGTH NO. LENGTH NO. LENGTH 4'-1" # _ _ _411 6 (') _ '-2" 2 3' 3' 41_511 #4 14 5'-1" #4 8 5'-1" #4 2 T _41r 6 4'-" 18 41_411 _J _ ' ' 2' 31_511 #4 12 6'-1" #4 8 4'-1" # _ _on o 17 3'-4" 7 on: '-1" 4 5'-2" 4 4' 3' 41_511 #5 14 6'-1" #5 8 5'-1" #5 2 T _ _4u 5 4' 4' 5 1-6(1 7 i=2:i: 2 51_ _11-1- #5 16 6'-1" #5 8 6'-1" # _ _ o_ T _u o 6 5' 2' 31_5u #5 12 7'-1" #5 8 4'-1" # _ _411 8 <[O'.'.o :J:W_J ' 3' 41_511 #5 14 7'-1" #5 8 5'-1" #5 2 T _ _211 s r-w _(f) 2 7 5r_ ' 4' 51_5u #5 16 7'-1" #5 8 6'-1" # _ _411 8 s o 2 51_211 7 T _u ff)>-_ 9 5' 5' #5 18 7'-1" #5 8 7'-1" # _ _J- 2 51_ _ ' 3' 41_511 #5 14 8'-1" #5 8 5'-1" #5 2 T _ _ou 21 41_411 o 9 _Joo 2 T _111 5 T ' 4' 51_5u #5 16 8'-1" #5 8 6'-1" # _ou 23 31_ _on 23 51_411 Z<[ 9 2 T T T '-2[ r 7 7'-21( 12 6' 5' 51_511 #5 18 8'-1" #5 8 7'-1" # _on 25 31_ _ou 25 51_411 9 a'.ti:n: oo 1 3' 2' 31_511 #4 12 5'-1" # ' 6' T-6 11 #5 2 8'-1" #5 8 8'-1" #5 32 1'-" 27 31_ _ _411 9 LLD LL 2 71_ _ ' ALL CONSTRUCTON AND MA TER AL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. MAXMUM DEPTH OF DROP NLETS SHALL BE THE HEGHT OF THE RCB CULVERT PLUS 15'-". 3. ALL RENFORCNG STEEL SHALL HAVE A 2" MNMUM CLEAR COVER UNLESS OTHERWSE SHOWN. 4. NLET TOP OPENNG SHALL HAVE 3" x 7.58 LBS/FT STD. WEGHT STEEL, GALVANZED, SCHEDULE 4, PPE SAFETY GRATES NSTALLED PERPENDCULAR TO THE DRECTON OF TRAFFC AT 12" MAX. CENTERS. COST OF PPE SAFETY GRATES AND ALL HARDWARE NEEDED FOR NSTALLATON SHALL BE NCLUDED N THE PRCE BD FOR THE NLET. 5. PPE GRATE ENDS SHALL BE HELD DOWN WTH J," x 5)1," GALVANZED BOLT, WASHER & NUT MEETNG THE REQUREMENTS OF ASTM A325. BOLT THREADS, 1%''. SHALL REMAN EXPOSED FOR NSTALLNG GRATE. 6. FOR 'T', 'U' AND 'W' DMENSONS, SEE BRDGE STANDARD DRAWNGS..A.RENFORCNG FOR ADDTONAL DEPTH FOR NLET DEPTHS GREATER THAN STANDARD DEPTH: - 2 ADDTONAL DH1 BARS WLL BE REQURED FOR EVERY 6" OF ADDTONAL DEPTH. - 2 ADDTONAL DH2 BARS WLL BE REQURED FOR EVERY 6" OF ADDTONAL DEPTH. - DV1 BARS WLL HAVE TO BE EXTENDED BY LENGTH EQUAL TO ADDTONAL DEPTH OF NLET. - DV2 BARS WLL HAVE TO BE ADDED, WTH A LENGTH EQUAL TO ADD'L. DEPTH PLUS 1'-8". QUANTTES (FOR NFORMATON PURPOSES ONLY) CLASS AA CONCRETE RENFORCNG STEEL PPE GRATES DESGN STANDARD PER STANDARD ADDTONAL LENGTH NUMBER NO. DEPTH ADDTONAL DEPTH FOR EXTRA OF OF NLET FT OF DEPTH NLET DEPTH NLETS PPE GRATES 1 1.6CY.37 CY 258 LBS 7 LBS+44 LBS/FT 3'-%" CY.42 CY 328 LBS 7 LBS+48 LBS/FT 4'-V" CY.42 CY 281LBS 8 LBS+48 LBS/FT 3'-%" CY.48 CY 46 LBS 8 LBS+ 71 LBS/FT 4'-V2" CY.53 CY 568 LBS 8 LBS+ 76 LBS/FT 5'-%" CY.48 CY 389 LBS 9 LBS+71 LBS/FT 3'-%" CY.53 CY 491LBS 9 LBS+ 76 LBS/FT 4'-V2" CY.59 CY 63 LBS 9 LBS+82 LBS/FT 5'-%" CY.64 CY 727 LBS 9 LBS+87 LBS/FT 6'-\4" CY.59 CY 522 LBS 1 LBS+82 LBS/FT 4'-V" CY.64 CY 639 LBS 1 LBS+87 LBS/FT 5'-%" CY.7 CY 766 LBS 1 LBS+93 LBS/FT 6'-\4" CY.75 CY 95 LBS 1 LBS+98 LBS/FT 7'-\4" 5 BASS OF PAYMENT TEM NO. TEM UNT 611(G) NLET CD RCB DES EA 611(H) ADD'L. DEPTH N NLET CD RCB DES. VF e NLET DESGN NUMBER SHALL BE SPECFED. CONCRETE DROP NLETS FOR R.C. BOXES ( 3' x 2' TO 6' x 6') OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS CDB-1 R-32

29 f-- D.. f-- _J ;s s DROP NLET A RCB NOTE: NO DV2 BARS REQURED N STANDARD DEPTH DROP NLET. DV2 #4AT12" LAP WTH DL2 BARS f-- f-- DH1AT6" D.. _J ;s 3 f-- - _J D.. ;s 1 ::: LL Q c f-- f-- S2 Cf) a "' f-- N 9" S=SPAN 9" TOP OF CURB ::::; Co ::: Co ::: f-- - co C') "<l" H"' HEGHT SECTON B-B THRU NLET { D PLUS 1'-2" (DH1 BAR) H PLUS 1'-2" (DH2 BAR) DH1 AND DH2 BARS H PLUS 1'-4" SECTON A - A THRU NLET DH4BARS? SECTON THRU CENTERLNE RCB CUL VERT AND NLET EH1BARS BAR LST CL DL1 BARS cl DL2 BARS H PLUS 1'-4" DH3 BARS {'--H-P-L-US1'-_4_"-" H =HEGHT 9" ( OKLAHmA DEPARTMENT OF TRA>'SPORTAT!ON) STANDARD REVSONS DESCRPTON NOTE: FOR PLACEMENT OF A1, B1, B2, E1 & E2 BARS, SEE BRDGE STANDARDS. E1 BARS SHALL BE TED TO E1 BARS N BARREL. E3 AND E4 BARS SHALL BE TED TO E2 BARS N BARREL. ci NUMBER OF BARS u:i N1 N2 N3 N DH1 BARS (BENT) DH2 BARS (BENT) DH3 BARS (BENT) DH4 BARS (BENT) DL1 #4 BARS DL2 #4 BARS DV1 #4BARS DV2#4 BARS EH1 #4BARS DC#4BARS EH2 #4 BARS A1 BARS A2BARS B1BARS B2 BARS DESGN (BENT) (BENT) (BENT) (BENT) (BENT) E1 #4 BARS E3 #4 BARS E4#4 BARS NO. SZE NO. LENGTH SZE A. NO. LENGTH SZE NO. LENGTH SZE NO. LENGTH NO. LENGTH NO. LENGTH LENGTH NO. NO. LENGTH NO. LENGTH NO. LENGTH NO. LENGTH SZE NO. LENGTH SZE NO. LENGTH SZE NO. LENGTH SZE NO. LENGTH NO. LENGTH A. NO. LENGTH NO. LENGTH A. A. 1 # _511 #4 4 4'-1" #4 6 5'-11" #4 6 5'-11" 16 31_ _411 6 (') 2 41_2n '-2" # _3u #5 6 2'-6" AVG. (1'-7" TO 3'-5") # # _ '-71/2" AVG. (3'-8" TO 5'-7") 2 41_ '-1" 2 # ! #4 4 5'-1" #4 8 6'-11" #4 8 6'-11" 18 31_ _ _411 _Ju.i 6 -r #5 14 3'-1" #5 6 2'-8" AVG. (1'-9" TO 3'-7") # _5u # _ '-71/2" AVG. (3'-8" TO 5'-7") 3 41_ '-1" 3 #5 12 T-5 11 #5 4 4'-1" #5 6 5'-11" #5 6 5'-11" 17 31_4n 7 41_ou 17 31_411 o 7 oo::: 2 51_2u #5 14 4'-1" #5 6 3'-8" AVG. (2'-9" TO 4'-7") # #4 19 3r_ '-8" AVG. (3'-5" TO 5'-11") 2 41_211 2 T #5 14 T-6 11 #5 4 5'-1" #5 8 6'-11" #5 8 6'-11" 19 31_ _411 7 f=2r 2 51_ #5 14 4'-1" #5 6 3'-8" AVG. (2'-9" TO 4'-7") # # _ '-8" AVG. (3'-5" TO 5'-11") T #5 16 T-5 11 #5 4 6'-1" #5 1 7'-11" #5 1 7'-11" 21 31_ _ o_ _1u 6 5'-2" # _11 o #5 6 3'-9" AVG. (2'-11" TO 4'-9") #5 19 3'-1" #5 19 5'-5" 2 4'-8" AVG. (3'-5" TO 5'-11") 4 4'-3" 4 T # ?1 1 #5 4 4'-1" #5 6 5'-11" #5 6 5'-11" 18 31_ _ '-4" 8 O:::o ! _211 #6 12 5'-8" #6 1 3'-8" AVG. (1'-11" TO 5'-5") # # _ '-71/2" AVG. (3'-1" TO 6'-2") 2 3'-1" W_j 2 T # _711 #5 4 5'-1" #5 8 6'-11" #5 8 6'-11" 2 31_4n _ ' _ # f #6 1 3'-8" AVG. (1'-11" TO 5'-5") #5 18 3'-1" # _ '-71/2" AVG. (3'-1" TO 6'-2") 3 3'-1" 3 71_511 _(f) ' 8 #5 16 8'-7" #5 4 6'-1" #5 1 7'-11" #5 1 7'-11" 22 31_ _ : o ' #6 12 5'-1" #6 1 3'-1" AVG. (2'-1" TO 5'-7") # # _ '-71/2" AVG. (3'-1" TO 6'-2") 4 3'-11" # #5 4 7'-1" #5 12 8'-11" #5 12 8'-11" 24 31_ Cf)>-_ _ ' '-2" # _11 r-!t:: #6 1 4'-" AVG. (2'-3" TO 5'-9") #5 18 3'-1" # _ '-71/2" AVG. (3'-1" TO 6'-2") 5 3'-11" 5 71_511 1 #5 14 9'-9" #5 4 5'-1" #5 8 6'-11" #5 8 6'-11" 22 31_4n 1 41_ _411 1 oo 2 7'-2" 8 6'-1n 5 T-2 #6 16 T- 11 #6 1 5'-" AVG. (3'-3" TO 6'-9") # _711 # _ '-8" AVG. (3'-1" TO 7'-6") # _911 'ro 11 #5 4 6'-1" #5 1 7'-11" #5 1 7'-11" 24 31_ _ r- 2 T T T-2 11 #6 16 T- 11 #6 1 5'-" AVG. (3'-3" TO 6'-9") #4 23 2'-7" # _ '-8" AVG. (3'-1" TO 7'-6") 4 4'-8" 4 8'-8" 12 #5 18 9'-9" #5 4 7'-1" #5 12 8'-11" #5 12 8'-11" 26 31_411 O:::o..O::: '-4" 1 oo 2 7'-2" T-2 11 #6 16 T-2 11 #6 1 5'-2" AVG. (3'-5" TO 6'-11") # _711 # '-8" AVG. (3'-1" TO 7'-6") 5 41_ #5 2 91_911 #5 4 8'-1" #5 14 9'-11" #5 14 9'-11" 28 31_4n 1 41_11 LLOLL 28 T T _ _211 #6 16 T-2 11 #6 1 5'-2" AVG. (3'-5" TO 6'-11") #4 23 2'-8" #4 23 T '-9" AVG. (3'-11" TO 7'-7") 6 41_ DESGN NO. S= BARREL SPAN 1 3' 2 3' 3 4' 4 4' 5 4' 6 5' 7 5' 8 5' 9 5' 1 6' 11 6' 12 6' 13 6' H= STANDARD BARREL HEGHT DEPTH DMENSON TABLE QUANTTES (FOR NFORMATON PURPOSES ONLY) A 2' 3'-6" ' ' 31_ ' 41_511 41_11 4' 51_ ' 31_ ' 41_511 41_11 4' 51_ ' ' 41_ on 4' 51_ ' 51_5u 51_11 6' T _11 NLET DMENSONS CLASS AA CONCRETE DESGN STANDARD PER B c D NO. DEPTH ADDTONAL NLET FT OF DEPTH 5'-3()15" 2'-87;\5" 3'-5()15" 1 2.8CY.39 CY 5'-3()15" 2'-87;\5" 3'-5()15" 2 3.7CY.45 CY 5'-7J;j5" 2'-41()15" 4'-7(/j5" 3 3.5CY.46 CY 5'-7J;j5" 2'-41()15" 4'-77;\5" CY.51 CY 5'-7J;j5" 2'-41()15" 4'-77;\5" CY.57 CY 5'-1W' 2'-1V2" 5'-9()15" 6 4. CY.52 CY 5'-1V2" 2'-1V" 5'-9()15" 7 4.9CY.58 CY 5'-1V2" 2'-1V2" 5'-9()15" CY.63 CY 5'-1V2" 2'-1V2" 5'-95;\5" CY.69 CY 7'-211 2'-1" 6'-11Vs" 1 6.5CY.64 CY T-211 2'-1" 6'-11Vs" CY.7CY T-211 2'-1" 6'-11Vs" CY.75 CY T '-1" 6'-11Vs" CY.81 CY STANDARD DEPTH NLET 44 LBS 53 LBS 57 LBS 68 LBS 88 LBS 67 LBS 84 LBS 98 LBS 113 LBS 96 LBS 19 LBS 125 LBS 141 LBS RENFORCNG STEEL ADDTONAL FOR EXTRA DEPTH NLETS 7 LBS+46 LBS/FT 7 LBS+5 LBS/FT 8 LBS+68 LBS/FT 8 LBS+ 73 LBS/FT 8 LBS+79 LBS/FT 9 LBS+ 7 4 LBS/FT 9 LBS+ 79 LBS/FT 9 LBS+85 LBS/FT 9 LBS+9 LBS/FT 12 LBS+87 LBS/FT 12 LBS+92 LBS/FT 12 LBS+98 LBS/FT 12 LBS+13 LBS/FT PPE GRATES 1. ALL CONSTRUCTON AND MA TER AL REQUREMENTS SHALL BE N LENGTH NUMBER ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. OF OF 2. MAXMUM DEPTH OF DROP NLETS SHALL BE THE HEGHT OF THE PPE GRATES RCB CULVERT PLUS 15'-". 3'-%" 3 3. ALL RENFORCNG STEEL SHALL HAVE A 2" MNMUM CLEAR COVER 4'-V2" 3 UNLESS OTHERWSE SHOWN. 3'-%" 4'-V2" 5'-%" NLET TOP OPENNG SHALL HAVE 3" x 7.58 LBS/FT STD. WEGHT STEEL, GALVANZED, SCHEDULE 4, PPE SAFETY GRATES NSTALLED PERPENDCULAR TO THE DRECTON OF TRAFFC AT 12" MAX. 3'-%" 5 CENTERS. COST OF PPE SAFETY GRATES AND ALL HARDWARE NEEDED FOR NSTALLATON SHALL BE NCLUDED N THE PRCE BD FOR 4'-V2" 5 THE NLET. 5'-:Ys" 5 5. PPE GRATE ENDS SHALL BE HELD DOWN WTH )12" x 5)12" GALVANZED 6'-V2" 5 BOLT, WASHER & NUT MEETNG THE REQUREMENTS OF ASTM A325. 4'-V2" 5'-:Ys" 6'-V" 7'-" BOLT THREADS, 1%", SHALL REMAN EXPOSED FOR NSTALL1NG GRATE. 6. FOR 'T', 'U' AND 'W' DMENSONS, SEE BRDGE STANDARD DRAWNGS. GALVANZED}.;" x 5}.;" BOLT NUT & WASHER THRU %" x 1" SLOT H= BARREL HEGHT TYPCAL GRATE DETAL _..RENFORCNG FOR ADDTONAL DEPTH FOR NLET DEPTHS GREATER THAN STANDARD DEPTH: - 2 ADDTONAL DH1 BARS WLL BE REQURED FOR EVERY 6" ADDTONAL DEPTH. - 2 ADDTONAL DH2 BARS WLL BE REQURED FOR EVERY 6" ADDTONAL DEPTH. - DV1 BARS WLL HAVE TO BE EXTENDED BY LENGTH EQUAL TO ADDTONAL DEPTH OF NLET. - DV2 BARS WLL HAVE TO BE ADDED, WTH A LENGTH EQUAL TO ADD'L. DEPTH PLUS 1'-8". BASS OF PAYMENT TEM NO. TEM 611(G) NLET CD 3SK RCB DES...!. 611( H) ADD'L. DEPTH N NLET CD 3SK RCB DES...!. e DESGN NUMBER SHALL BE SPECFED. UNT EA VF OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS CDB3-1 R-33

30 ( OKLAHmA DEPARBENT OF TRM'/SPORTATJON) STANDARD REVSONS DESCRPTON Co + + N C >> BENDNG FOR H2 BARS VAR. B loo V3 j B "' - BENDNG FOR H 2 BARS = N + + VAR. N C >> GALVANZED.){" x 5.l{" BOLT NUT & WASHER THRU %" x 1" SLOT D R=3" R= " s 2Y," R=3" R=3" +23" s PLAN BENDNG FOR V2& V3 BARS BENDNG FOR Hl BARS H1 =2D+2W+62" BAR BENDNG DAGRAMS PLAN BENDNG FOR V2& V3 BARS BENDNG FOR H1 BARS H1 =4D+74" BAR BENDNG DAGRAMS TYPCAL GRATE DETAL ' 8" +18" 8" V3 L '---t Vl 6" CURB H1 H 1 H1 H3 SECTON A-A V2 & V3 H1 J [!) [2 > rt] SECTON ON ct. DROP NLET FOR 18" TO 42" RENF. CONCRETE PPE [i]dmenson FOR STD. HEGHT DROP NLET TO BE ( D+ T +3") :? S'-- "' \\,\, o'?- Y.-7' J_ f- -H1 CH V i---L 1 '-- H h "" ). - \ \ '=H2 SECTON B-B 'L_H3 V1 J [!) :: > [j] , SECTON ON ct. DROP NLET FOR 48" TO 72" RENF. CONCRETE PPE > 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. HORZONTAL RENFORCNG BARS SHALL BE PLACED AT 6" CENTERS EXCEPT AS SHOWN FOR 48" TO 72" R.C. PPE. VERTCAL BARS ARE TE BARS SPACED AS SHOWN. 3. MAXMUM DEPTHS OF DROP NLET FOR 48" TO 72" PCP SHALL BE AS FOLLOWS: 48" RCP - 18'-" 54" RCP - 16'-" 66" RCP - 12'-" 72" RCP - 1'-". 4. TOTAL QUANTTES AS SHOWN N TABLE ARE COMPUTED TO TOP OF PPE AND NCLUDE CURB. FOR DROP NLETS OF GREATER DEPTH, MULTPLY THE FGURE N PER FOOT COLUMN BY THE HEGHT FROM TOP OF PPE TO TOP OF DROP NLET AND ADD THE RESULT TO THE QUANTTY N THE PRECEDNG COLUMN. 5. NLET TOP OPENNG SHALL HAVE 3" x 7.58 LBS/FT STD. WEGHT STEEL PPE, GALVANZED, SCHEDULE 4, PPE SAFETY GRATES NSTALLED PERPENDCULAR TO THE DRECTON OF TRAFFC AT 12" (MAXMUM) CENTERS WTH THE COST OF PPE SAFETY GRATES & ALL HARDWARE NEEDED FOR THE NSTALLATON TO BE NCLUDED N THE PRCE BD FOR THE NLET. 6. PPE GRATE ENDS SHALL BE HELD DOWN WTH 1/2" x 5 1/2" GALVANZED BOLT, WASHER & NUT MEETNG THE REQUREMENTS OF ASTM A325. BOLT THREADS, 1 3/ 4", SHALL REMAN EXPOSED FOR NST ALLNG GRATE. 7. BAR BENDNG DAGRAMS AND DMENSONS FOR DESGNS 1 THROUGH 1, AS SHOWN THS SHEET, ARE FOR ST AND ARD DEPTH DROP NLETS. 8. ARCH PPES MAY BE USED NSTEAD OF ROUND PPES AT THE DSCRETON OF THE ENGNEER. ::O:: '-" _C] (}):2' ::i o:: DMENSONS RENFORCNG STEEL & QUANTTES DMENSONS RENFORCNG STEEL CLASS A CONCRETE (/) (/)---',W CH H1 H2 H3 V1 V2 V3 ---' TOTAL TO PER FOOT :::<Qo " 11<1: #4 BARS #4BARS #4 BARS #4 BARS #4BARS #4BARS #4BARS TOP OF PPE OF O,_ :: Q_ >-OS STRAGHT BENT BENT STRAGHT STRAGHT BENT BENT NCLUDNG ADDTONAL 5 L-. (3 NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. CURB HEGHT N SO.FT N EA N EA N EA N EA N EA N EA N EA N CY CYVF 18" Y," 4 29" 5 134" " 2 12" 6 42" 2 48" " " 8 36" " 2 54u Y," 4 41" 7 182" 9 42" 9 38" " 2 6" " 7.7 4" 4 4T " 1 48" 1 44" 4 16" 8 6" " Y," 4 53" 9 23" 11 54" " g " 4 59" " 12 6" " 1 72" " Y," 4 65" " 13 66!! 13 62" 6 21" " 4 71" 17 32" 14 72" 14 68" " 2 9" Y," 4 77" " " 12 9" T' 4 83" 19 35" 16 84" 16 8" " RENFORCNG STEEL PPE GRATES TOTAL TO PER FOOT NO. TOP OF PPE OF OF NCLUDNG ADDTONAL PPE CURB HEGHT GRATES LBS LBSVF EA TEM NO. BASS OF PAYMENT TEM 611 (G) NLET COi RCP DES 611 (H) ADD'L. DEPTH N NLET CD RCP DES. DESGN NUMBER SHALL BE SPECFED. UNT EA VF OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS CDP-1 R-34

31 2 (OKLAHOMA DEPARn!ENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON DA TE DMENSONS DESGN NO DAM.<Dl &N 13u " " " 66" AREA (SQ. FEET) T 2Y" 3" E 4Y" 4.Y," '-3" Y," 4" 4.Y," 5" 5.Y," 6" 6.Y," 7" 4.Y," 4.Y," 4.Y," 4Y" 4Y" 4.Y," 4.Y," 4Y" 31_ _711 5'-3" '-7" 7'-4" 8'-" 8'-8" RENFORCNG STEEL 3" GALVANZED!<'." x 5.l<'." BOLT NUT & WASHER THRU %" x 1" SLOT DESCRPTON NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. NO. LGTH. CH-STR. #4BAR 4 42" 4 5" 4 58" " 4 81" 4 9" 4 98" 4 15" 4 113" H1-BENT #4BAR 5 136" 6 164" 7 192" 8 22" " " 16 34" " " 19 39" ; ; ; ;, H2-BENT CC 7 3" H3-STR " V1-STR. #4BAR V2-BENT #4BAR V3-BENT #4BAR 2 11Y" " 5 48" 2 48" 2 54" " 11 54" 12 6" 13 66" 14 72n 15 78" 16 84" 9 55" 1 62" 11 71" 12 7gn 13 86" 14 95" 15 12" 16 11" 4 14.Y," 4 16" 5 16.Y," " 6 21.Y," Y," 5 54" 6 6" " 1 78" 12 84" 12 9" 13 96" 2 59" " 2 7T 1 84" " TYPCAL GRATE DETAL QUANTTES CLASS A CONCRETE, CUBC YARDS 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 8" 8" STANDARD DROP NLETS PER FOOT OF ADD'LDEPTH STANDARD DROP NLETS PER FOOT OF ADD'LDEPTH RENFORCNG STEEL, POUNDS ( LBS ) TOTAL QUANTTES AS SHOWN N TABLE ARE COMPUTED TO TOP OF THE PPE PLUS 3" AND NCLUDES CURB. FOR DROP NLETS OF GREATER DEPTH, MULTPLY THE FGURE N THE PER METER COLUMN BY THE DFFERENCE N HEGHT FROM TOP OF PPE PLUS 3" TO TOP OF DROP NLET AND ADD THE RESULT TO THE STANDARD DROP NLET QUANTTY. 3. MAXMUM DEPTH OF DROP NLETS FOR 42" TO 72" RCP SHALL BE AS FOLLOWS: 42" RCP - 22'-" 48" RCP - 18'-" 54" RCP - 16'-" 6" RCP - 14'-" 66" RCP - 12'-" 72" RCP - 11'-" PLAN 4. NLET TOP OPENNG SHALL HAVE 3" x 7.58 LBS/FT STD. WEGHT STEEL PPE, GALVANZED, SCHEDULE 4, PPE SAFETY GRATES NSTALLED PERPENDCULAR TO THE DRECTON OF TRAFFC AT 12" (MAXMUM) CENTERS WTH THE COST OF PPE SAFETY GRATES & ALL HARDWARE NEEDED FOR NSTALLATON TO BE NCLUDED N THE PRCE BD FOR THE NLET. V3 V2 _J DJ _J :"i: :: [f) f-_ > [f):j: U.: f- o. - O::O::J :: o<jwo c5 '. SQ ::J QLL_J(.; tu _J f- oo+ [/)- ll CL O::Zf- gs;;;; 6 :i:o:: f- _Ji= Q CL () > O::J':':\ Oc,, 2CH V1 & V3 H1 2 CH to + +?? N C >> 1'-611 BENDNG FOR V2 & V3 BARS N+12" N+4" -T ----ti 1Yl BENDNG FOR H BARS W+5" VAR. R=3" BENDNG FOR H!MRS H1 =2N+2W+38" bl 5. PPE GRATE ENDS SHALL BE HELD DOWN WTH 112" x 5 112" GALVANZED BOLT, WASHER & NUT MEETNG THE REQUREMENTS OF ASTM A325. BOLT THREADS, 1 314''. SHALL REMAN EXPOSED FOR NSTALLNG GRATE. 6. BAR BENDNG DAGRAMS AND DMENSONS, AS SHOWN THS SHEET, ARE FOR STANDARD DEPTH DROP NLETS. TEM NO. BASS OF PAYMENT TEM 611 (G) NLET CD 3SK RCP DES. 611 (H) ADD'L. DEPTH N NLET CD 3SK RCP e DESGN NUMBER SHALL BE SPECFED. UNT EA VF SECTON A-A CC ( 18" TO 54" NCL.) CC ( 6" TO 72" NCL. ) SECTON B-B BAR BENDNG DAGRAMS OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS CDP3-1 R-35

32 ( OKLAHO!!A DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON DA TE DEPTH AS DRECTED BY THE ENGNEER Y" MAX. DA. VENT HOLES TO BE PUNCHED OR DRLLED THROUGH EACH ANGLE AS SHOWN FOR GRATES THAT ARE GALVANZED ONLY. 2'-1%" FOR 18" DA 2'-1%" FOR 24" DA. 2'-1%" FOR 3" DA. 3'-11" FOR 36" DA. BARA E-i E--1 VENT HOLE DETAL 13"Q.,, BARB RENFORCNG STEEL..,. DRECTON OF TRAFFC,.. 3'-7'%" 1 :2 OR FLATTER 2.V" DA. STD. WEGHT STEEL PPE c SECTON E-E SEE CORNER DETAL 2' x r- F 3"L 9;;1:::;4 _J H 1 1 UJ :: >- = ;::: t- -- ill o : _J_1:: i : MEDANtNLET- - J_ :: 1 1T t 1 Lt J_ J : T o H : : ti =================+=11 t; - 8 th 3"L'---,- L_ F 2' 1:5l SLCPE T PC1 L,_ N >- J L MEDAN DRAN CONCRETE APRON DETAL L 3 Y x 3 x %" (ENDS ONLY) Y"x 3)1" BOLT &NUT Y." x 1"STRAP (SEE STRAP DETAL) Y." MAX. DAM. DRAN HOLES TO BE PUNCHED OR DRLLED THROUGH BOTTOM SDE OF STEEL PPE AT THE MD PONT, AS SHOWN, FOR GRATES THAT ARE HOT-DP GALVANZED ONLY. DRLL%" x 1" SLOT ON OPPOSTE CORNERS AS SHOWN FOR TYPE 2, 2A, 2B PLAN - TYPE 2, 2A, 2B GRATE 3'-5%"..,. DRECTON OF TRAFFC,.. 3'-7%" (18", 24" OR 3" DA.) 4'-8" (36" DA.) 3'-1Y." (18" TO 3" DA.) 4'-1Y" (36" DA.) / / BBl>,.RS / " hf." (18" TO 3" d A. 3'-8" (36" DA.) \ 1Y" CLEAR Co l_ A " N Co - 3'-7%" 6" 2'-7%"...,..., :::i: <i :::i: :.;,. Co >.': >.':..., <! Co ;;,::: '\' N ;;,::: t-- 'i' "' ;, "'" JL 3'-1Y" GRATE SECTON F-F CLASS C CONCRETE APRON RENFORCNG STEEL LOCATON & LENGTHS APRON (#4 BARS - EQUALLY SPACED@ 18" MAXMUM)* RENF..b CORNER DETAL e ALL CORNERS SHALL HA VE FULL 4" CORNER WELDS 6" m-, "ii' T - END PLATE / i/ CROSS BARS l'.:! AT 4" CTRS. <! A :: (') _j ' N m_, PLAN - TYPE 1 GRATE DAMETER E- BARS F-BARS G-BARS H-BARS x y STEEL N. (NO.) FT. - N. (NO.) FT. - N. (NO.) FT. - N. (NO.) FT. - N. FT. - N. FT. - N. LB. 18&24 (4) 7-2% (8) 1-9 (4) 7-4% (8) % 3-5% 57 3 (4) 7-1 (8) 1-9 (4) 7-4% (8) % (4) 8-5 (9) 1-9 (4) 8-5 (9) *MNMUM 1)12" COVER OVER STEEL QUANTTES ARE FOR ONE APRON BEARNG PLATES AT 2%" CTRS. GRATE TOBE SLOTTED TO FT BOLTS. 3'-5%" (18" & 24" DA.) 4'-1" (3" DA.) 4'-8" (36" DA.) 2'-11%" (18" & 24" DA.) 3'-6Y" (3" DA.) 4'-1Y" (36" DA.) 2:".-SYs" (18" DA:! 2'-S7/s"<24'"D41.J \ / '3'-1" (3" DA.) ' \ 3'-8" (36" DA.) \ \ 1Y" CLEAR / 1'-8%" 3'-1)1" GRATE 1'-4%" '-%" 3Y." f-- _J _J Cf) f-- e' f-- :: <! * " _J x o._ N N :: f-- u _J "' Cf) Cf) e' 3Y." 1'-4%" 1-8% (5" o/,5" x 2" SLOT OUT. BRG. PLA TE_j _J;;,. 1711(5". im J1" DETAL ALTERNATE STFFENER TYPE 1 GRATE Y" DA. x 3)1" STD. HEX BOLT W NUT (2 TOTAL) CROSS BARS -Ya" DA. x 2'-11%" (1 TOT AU END PLATES - 3)1" x Y." x 2'-11%" (2 TOT AU BEARNG PLATES -4" xy,;" x 3'-1" (16 TOTAL) ;:c UJ "" >- "' "' > UJ THEORETCAL DSCHARGE (Qin CFS) HYDRAULC PERFORMANCE CHART NOTE: TO ALLOW FOR CLOGGNG 6% THEORETCAL DSCHARGE S THE RECOMMENDED FACTOR TO USE N AREAS SUBJECT TO FLOODNG. L 3)1 x 3 x %" APRON CLASS C CONCRETE" C.Y SMD BAR LST BAR SZE NO. SHAPE LENGTH SPACE TYPE 1-18" OR 24" RCP OR CGSP A #4 5 BENT 11'-1" 6"CC B #4 15 BENT 2'-11%" 9" CC c #5 7 STR. 3'-l"Va" 6" CC D #5 6 STR. 3'-3%" 6" CC TYPE 2-18" OR 24" RCP OR CGSP A #4 6 BENT 11'-1" 6" CC B #4 16 BENT 3'-6)1," 9"CC c #5 7 STR Vs" 6"CC D #5 6 STR. 3'-3%" 6"CC TYPE 2A - 18", 24" OR 3" RCP OR CGSP A #4 7 BENT 12'-llY," 6" CC B #4 18 BENT 4'-1" 9" CC c #5 7 STR. 3'-3%" 6" CC D #5 7 STR. 3'-7" 6"CC TYPE 2B - 18",24",3" OR 36" RCP OR CGSP A #4 8 BENT 16'-2" 6" CC B #4 2 BENT 4'-7" 9" CC c #5 7 STR. 4'-4" 6" CC D #5 8 STR. 4'-4" 6" CC GRATES - OVERALL DMENSONS TYPE 1 GRATE: 3'-1)1" x 2'-11Va" TYPE 2 GRATE: 3'-1)1," x 2'-11%" TYPE 2A GRATE: 3'-1)1," x 3'-6Y" TYPE 2B GRATE: 4'-lY" x 4'-lY" W = 8)1," FOR TYPE 2 W=9" FOR TYPE 2A & 2B PPE GRATE MATERAL 2Y" l.d. STD. WEGHT STEEL PPE ESTMATED SMD QUANTTES ADD'L SMD DEPTH PER VERT. FT. 1 PPE 2 PPES DESGNATED TYPE RENF. CLASS A RENF. PPE SZE OF CLASS A CLASS A STEEL CONC. STEEL N NLET GRATE CONC. CONC. CY CY LB. CY LB 18" RCP 1 OR " RCP 1 OR " RCP 2A " RCP ALL CONSTRUCTON AND MA TER AL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. VENT HOLES AND DRAN HOLES FOR HOT DP GALVANZATON SHALL BE DRLLED OR PUNCHED N GRATE AS SHOWN. 3. BCYCLE AND PEDESTRAN SAFE GRATES, SMLAR TO TYPE 1 GRATES, MAY BE SUBSTTUTED FOR TYPE 2A AND 2B GRATES, F THEY MEET THE MNMUM EQUVALENT HYDRAULC AND STRUCTURAL REQUREMENTS AND PROPOSED DESGNS ARE APPROVED BY THE ENGNEER. GRATES SMLAR TO TYPE 1 GRATES, USED AS ALTERNATVES TO TYPE 2A AND 2B GRATES, SHALL BE DESGNATED TYPES la AND 1B GRATES. COST FOR TYPE A AND 1B GRATES SHALL BE NCLUDED N THE PRCE BD FOR THE RESPECTVE NLET. 4. EXPOSED ROUNDED EDGNG. ALL EXPOSED SURFACES SHALL BE FNSHED N ACCORDANCE WTH SECTON COST OF APRON MATERALS (NCLUDNG RENFORCNG STEEU, LABOR, AND NSTALLATON SHALL BE NCLUDED N THE PRCE BD FOR SMD NLET. BASS OF PAYMENT TEM.NO. TEM UNT 611 (G) NLET ( SMD-TYPE 1 ) EA 611 (G) NLET ( SMD-TYPE 2) EA 611 (G) NLET ( SMD-TYPE 2A) EA 611 (G) NLET ( SMD-TYPE 28) EA NOTE: COST OF NLET GRATE SHALL BE NCLUDED N THE PRCE BD FOR THE NLET. COST OF ALL CLASS A CONCRETE AND RENFORCNG STEEL NECESSARY FOR ADDTONAL DEPTH SHALL BE NCLUDED N THE PRCE BD FOR THE NLET. NLET ADDTONAL DEPTH DATA SHALL BE NOTED ON THE PLANS. SEC A-A SEC B-B SMD NLET WTH TYPE 1 GRATE SEC C-C SEC D-D SMD NLET WTH TYPE 2, 2A & 28 GRATE STRAP DETAL OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS SMD-3 R-36

33 8'-6" (OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON 1/4" DA.( MAX.) DRAN HOLES TO BE PUNCHED OR DRLLED THROUGH BOTTOM SDE OF STEEL PPE AT THE MD PONT, AS SHOWN FOR GRATES THAT ARE HOT-DPPED GALVANZED ONLY. Ci x Ci x 112" MAX. DA. VENT HOLES TO BE PUNCHED OR DRLLED THROUGH EACH ANGLE AS SHOWN FOR GRATES THAT ARE GALVANZED ONLY " DA. STD. WEGHT STEEL PPE a 1 -" p 1 a 1'-" Al BARS A2 BARS A2@9"C/C NOTE: RENF. STEEL TO BE CUT AND/OR BENT TO CLEAR PPE N FELD. PLAN OF GRATES 7'-6" 8'-6" PLAN TRAFFC 8'-6" 6'-6" 1'-" A J { X DM. fl s Bl & B2 BARS XDM. Cl & C2 BARS 3'-" l.1 r ;l.1 c VENT HOLE DETAL,.., 2. f-!!, f- 1.5 :: <.9 :: 1. >.5 SECTON C-C / ORFCE FLOW r-----,c-----t---t----t----tr--t '+-- WER FLOW THEORCAL DSCHARGE (Qin C.F.S.) HYDRAULC PERFORMANCE CHART TO ALLOW FOR CLOGGNG 6% THEORETCAL DSCHARGE S THE RECOMMENDED FACTOR TO USE N AREAS SUBJECT TO DEBRS. 3'-6" )(!' x 3)'2" STD. SOL TS 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. VENT HOLES AND DRAN HOLES FOR HOT-DP GALVANZATON SHALL BE DRLLED OR PUNCHED N THE GRATE AS SHOWN. SECTON A-A TYPE 1 SECTON A-A TYPE 2 SECTON B - B 3. WHEN NLET DEPTH B (*)EXCEEDS VALUE LSTED N TABLE SUMMARY SHOWN N LOWER LEFT CORNER OF SHEET, THE ADDTONAL DEPTH SHALL BE PAD FOR AS 'ADDTONAL DEPTH N NLET'. SPECFC ADDTONAL DEPTH DAT A FOR EACH STRUCTURE SHALL BE SHOWN ON THE PLANS. ci S2 en PPE SZE "' 1 24" DO<'. -u "'<. 2 3" f- CD <."' 3 36" i'[o Q._ :: 4 42" >- f- f- 5 18" or24" - <! o o._o:: 6 3" :: LL 7 36" CONC. RENF. CLASS PER STEEL "A1" BARS * RENF. A PER ADD'L BENT MN. CONC. STEEL ADD'L FT. FT. #4 AT 9" CC DM. DEPTH DEPTH "B" CY LB CY LB NO LGTH XDM. 3'-11:4" '-5" 2'-1" 3'-7%" '-" 3'-5" 4'-2\;,\" '-6" 3'-11" 4'-8%" '-1" 4'-6" 3'-7%" '-" 3'-5" 4'-2\;,\" '-6" 3'-11" 4'-8%" '-1" 4'-6" "A2"BARS BENT #4 AT 9" CC NO LGTH XDM. 6 4'-3" 3'- 3" 6 4'-9" 3'-9" 6 5'-4" 4'-4" 6 5'-1" 4'-1" 6 4'-9" 3'-9" 6 5'-4" 4'-4" 6 5'-1" 4'-1" "81" BARS BENT #4 AT9" CC NO LGTH XDM. YDM. 2 1'-1" 3'-7" 3'- 3" 2 11'-1" 3'-7" 3'- 9" 2 12'-3" 3'-7" 4'-4" 2 13'-3" 3'-7" 4'-1" 2 11'-1" 3'-7" 3'-9" 2 12'-3" 3'-7" 4'-4" 2 13'-3" 3'-7" 4'-1" NO "82' BARS BENT #4 AT 9" CC LGTH XDM. YDM. NO 9'-7" Avg. 3'-7" 2'-1" to 3'-2" 1 1'-7" Avg. 3'-7" 3'- 4" to 3'-8" 11 11'-9" Avg. 3'-7" 3'-11" to 4'-3" 13 12'-9" Avg. 3'-7" 4'- 5" to 4'-9" 14 1'-7" Avg. 3'-7" 3'- 4" to 3'-8" 11 11'-9" Avg. 3'-7" 3'-11"to 4'-3" 13 12'-9" Avg. 3'-7" 4'- 5" to 4'-9" 14 "C1" BARS "C2" BARS BENT BENT #4 AT 9" CC #4 AT 9" CC LGTH XDM. NO LGTH XDM. 5'-6" 3'-6" 1 51_911 41_911 5'-6" 3'-6" 1 6'-9" 4'-9" 5'-6" 3'-6" 12 6'-9" 4'-9" 5'-6" '-9" 4'-9" 5'-6" 3'-6" 1 51_911 4'-9" 5'-6" 3'-6" 12 6'-9" 4'-9" 51_511 3'-6" 14 6'-9" 4'-9" "D1"BARS STR'T. #4 AT 9" CC NO LGTH 4 4'-11" 4 4'-11" 4 4'-11" 4 4'-11" 4 4'-11" 4 4'-11" 4 4'-11" BASS OF PAYMENT TEM NO. TEM UNT 611 (G) NLETGP EA 611 (H) ADDTONAL DEPTH N NLET e VF SPECFY TYPE AND DESGN, EXAMPLE: NLET GP TYPE 1 (DESGN 2) e SPECFY TYPE, EXAMPLE: ADDTONAL DEPTH N NLET GP TYPE 1 NOTE: COST OF NLET PPE GRATES (TYPES A & B ) SHALL BE NCLUDED N THE PRCE BD FOR THE NLET. 8 24" 9 3" N Wo 1 36" Ci) 11 42" Q._ 11A 48" >- f- f "or24" <! o o._o:: 13 3" :: LL 14 36" 3'-1\;,\" '-5" 2'-1" 3'-7%" '-" 3'- 5" 4'-2\;,\" '-6" 3'-11" 4'-8%" '-1" 4'-6" 5'-3\;,\" '-7" 5'- " 3'-7%" '-" 3'-5" 4'-2\;,\" _511 3'-11" 4'-8%" '-1" 4'-6" 2 1'-1" 3'-7" 3'-3" 2 11'-1" 3'-7" 3'- 9" 2 12'-3" 3'-7" 4'-4" 2 13'-3" 3'-7" 4'-1" 2 14'-3" 3'-7" 5'-4" 2 11'-1" 3'-7" 3'- 9" 2 12'-3" 3'-7" 4'-4" 2 13'-3" 3'-7" 4'-1" '-7" Avg. 3'-7" 2'-1" to 3'-2" 1 1'-7" Avg. 3'-7" 3'- 4" to 3'-8" 1 11'-9" Avg. 3'-7" 3'-11" to 4'-3" 12 12'-9" Avg. 3'-7" 4'- 5" to 4'-9" 14 13'-9" Avg. 3'-7" 5'- O" to 5'-4" 16 1'-7" Avg. 3'-7" 3'- 4" to 3'-8" 1 11'-9" Avg. 3'-7" 3'-11"to 4'-3" 12 12'-9" Avg. 3'-7" 4'- 5" to 4'-9" 14 5'-6" 3'-6" 1 9'-" 7'-" 5'-6" 3'-6" 1 9'-" 7'-" 5'-6" 3'-6" 12 9'-" 7'-" 5'-6" 3'-6" 14 9'-" 7'-" 5'-6" 3'-6" 16 9'-" 7'-" 5'-6" 31_ '-" 7'-" 5'-6" 3'-6" 12 9'-" 7'-" 5'-6" 3'-6" 14 9'-" 7'-" 4 7'-2" 4 T '-2" 4 7'-2" 4 7'-2" 4 7'-2" 4 7'-2" 4 7'-2" OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS GPl-4 R-37

34 (OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON DTCH., LNE DRECTON OF FLOW NOTE: CURTAN WALL TO BE CON STRUCTED AT BOTH ENDS OF CONCRETE VALLEY. TONGUE& GROOVE JONT SECTON B-B 3/4" EXPANSON JONT l,,re t TONGUE& GROOVE JONT j SECTON C-C 3'-" RAD. 3/4" EXPANSON JONT 4"CLASS C CONC. CONSTRUCTON JONT WHERE P.C. CONC. PAVNG S USED NOTE: CURB TO BE PAD FOR AS CONTNUOUS THROUGH THE CURB OPENNG. 3'-" W=3'-" MNMUM SEE PLANS STATONNG PLAN DESGN 1 DRECTON OF FLOW CONSTRUCTON JONT WHERE P.C. CONC. PAVNG S USED. DETAL OF CURB OPENNG N CONCRETE CURB W= MNMUM SEE PLANS STATONNG PLAN DESGN 2 DRECTON OF FLOW CURB OPENNG - CLASS C CONCRETE QUANTTES CURTAN WALL.96 C.Y. DESGN 1 PER FOOT OF FLUME.48 C.Y. CURTAN WALL DESGN 2 PER FOOT OF FLUME.74 C.Y..37 C.Y. NORMAL 8" * 6'-" VARA.BLE-SEE STD. Cl-1 & 1'-" DOWNSTREAM SDE A SUMMARY OF STRUCTURES UPSTREAM SDE OF NLET OF NLET ----r , 1'-8" OR 2'-8" COMBNED CURB & GUTTER 8" 1'-" DROP N NORMAL EDGE 2'-8" COMB. C.&G. D o cc 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. NLET STRUCTURES MAY BE SUPPLED AS PRECAST UNTS F PROPOSED PRECAST DESGN S SUBMTTED TO THE ENGNEER AND APPROVED FOR USE. SEE ROADWAY STANDARD Cl-1. * CONST. 1'-" TRANSTON ON BOTH ENDS WHEN NLET S LOCATED N SUMP TOP OF CURB NLETS TO BE 1" LOWER THAN NORMAL TOP CURB TO ALLOW FOR 11/2" DROP. NO. 6 RENF. BAR COST TO BE NCLUDED EDGE 2'-8" COMB. C & G N OTHER TEMS OF WORK EDGE 1'-8" COMB. C & G TOTAL LENGTH TO BE PAD FOR AS 1'-8" OR 2'-8" COMB. CURB & GUTTER PLAN e CLASS C CONCRETE WNO. 4 RENF. STEEL SPACED@15" CC BOTH DRECTONS. 3'-6" BASS OF PAYMENT TEM NO. TEM 59 (D) [ CLASS C CONCRETE UNT CY CURB TURNOUT FOR CURB NLET SECTON A-A OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS SSCD-3 R-38

35 ( OKLAHOA DEPARTMENT OF TRANSPORTATON) 6" 2" 2" D 6'-6" 3'-9" SEE DETAL CONNECTON FRAME&HOOD STANDARD REVSONS DESCRPTON DA TE '-----.L.L '------< 1" CORED HOLE " 1%" 4" MOUNT ABLE CURB HOOD 6" MOUNT ABLE CURB HOOD 6" BARRER CURB HOOD 2 11 x 5 2" MACHNE BOLT io:l BOLT "HOLES" MAY BE CLOSED CORED HOLES OR SLOTS. TOP OF HOOD SHALL ST A TE "DUMP NO WASTE" AND "DRANS TO RVER" OR SMLAR WORDNG. DETAL OF CONNECTON FRAME & CAST RON HOOD NOTE: FRAME TO BE BOLTED TO THE HOOD WTH 3 EA.- 314" x 4112" MACHNE BOLTS. FOR FRAME DETALS, SEE ROADWAY STANOARD SSF-4 2'-8" 2" 6" CAST RON HOOD ELEVATON Ha" 1%" r 8" BARRER CURB HOOD 1Ys" 1" Ya" t=::!==ti!-- AL TERNA TE SDE DETAL NLET DESGN DESGNATON CU. YD la 1 PLAN 2'-BJ!i" f : CURB OPENNG 2'-6" 3'-1" SECTON D-D DESGN 1 (SNGLE GRATE) OPTONAL CLPPED CORNE (FOR ASPHALT PAVEMENTS) MNMUM NLET DEPTH (FOR DETALNG) l'l 2'-8" FOR 18" RCP 3'-2" FOR 24" RCP 3'-8" FOR 3" RCP 4'-2" FOR 36" RCP QUANTTES (FOR 18" R.C. PPE AND MN. DEPTH) l"l CLASS A CONCRET BASE AMT. NLET ADD'L. CF PER VERT FT NLET FRAME& GRATE PLAN 6'-6" SECTON C-C DESGN 2 (DOUBLE GRATNG) DESGN 3 (MULTPLE DOUBLE GRATNG) CAST RON HOOD EACH EACH NO. STD A B c D A A-B A-C B B-C C STD B c D B C B-D D STD B D B B-D D ANGLE RON LENGTH - - 2'-5%" - 5'-1%" - 7'-9%" - 1'-6hl" - 2'-5%" 2'-5%" 2'-5%" 5'-1%" 2'-5%" 7'-9Va" 5'-1%" 5'-1%" 5'-1%" 7'-9Va" 7'-9%'' 7'-9Va" - - 5'-1%" - 7'-9Ys" - 1'-6)$" - 5-1J's '-1%" 7'-9Ya" 7'-9Ys" 5'-1%" 1'-6Ys" 1'-6)$" 1'-6Ys" - 5'-1%" - 1'-6)$" - 5'-1%" 5'-1%" 5'-1%" 1'-6Ys" 1'-6Ys" 1'-6Ys" 1- [L ci 1- rn or> N e-1---k-u.-. SECTON A-A CURB OPENNG D CURB OPENNG C CURB OPENNG B EXTEROR WALL OF NLET ADDTONAL OPENNGS MNMUM DEPTH MASONRY PRECAST WALLS 2'- 3" FOR 18" RCP 2'- 9" FOR 24" RCP 3'- 3" FOR 3" RCP 3'- 9" FOR 36" RCP 1. ALL CONSTRUCTON AND MA TER AL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. STANDARD SSF-4 FRAMES AND STANDARD CG-3 GRATES TO BE USED WTH THESE NLETS UNLESS OTHERWSE SPECFED. COST OF THESE TEMS AND HOODS SHALL BE NCLUDED N THE COST OF NLET. 3. WHEN THE NLET S BUil TN NEW CONCRETE PAVEMENT, THE APRON AROUND THE NLET MAY BE BUil T NTEGRAL WTH PAVEMENT OR MAY BE SEPARATE AND OF THE SZE AS SHOWN. THE THCKNESS SHALL BE THE SAME AS THE CONCRETE PAVEMENT OR CURB AND GUTTER. F CONSTRUCTED N ANY OTHER AREA OR N EXSTNG PAVEMENT, THE APRON AROUND THE NLET SHALL BE THE SZE AS SHOWN AND BUil T OF P.C. CONCRETE TO A MNMUM 8 NCH THCKNESS. 4. THERE WLL BE NO DEDUCTON OF PAYMENT FOR CONCRETE CURB AND GUTTER OR P.C. CONCRETE THRU THE EXTENTS OF THE NLET HOODS. DEDUCTON WLL BE MADE FOR THE PAYMENT OF NTEGRAL CURB THROUGH THE EXTENTS OF THE NLET HOODS. 5. ALL LETTERNG TO BE RECESSEDJ.fo1NCH AND SHALL NOT EXCEED ONE NCH N HEGHT. NFORMATON REQURED SHALL BE AS STA TED N THE SPECFCATONS. LOCATON OF LETTERNG TO BE AS SHOWN, WTH ADDTONAL DENTFCATON LETTERNG AT OTHER LOCATONS PERMTTED. 6. CAST N PLACE CONCRETE WALLS MEETNG MX REQUREMENTS OF CLASS A CONCRETE MAY BE BUil TN LEU OF THE BRCK MASONRY TO THE SAME DMENSONS AS SHOWN. NO. 4 RENFORCNG STEEL BARS SPACED 3" VERTCALLY AND 12" HORZONTALLY WLL BE REQURED FOR ALL CAST N PLACE NLET WALLS EXCEEDNG 5. FEET N DEPTH ( GUTTERLNE TO FLOWLNE ). COST OF STEEL RENFORCNG TO BE NCLUDED N THE COST OF THE NLET. 7. ALL CAST N PLACE CLASS A CONCRETE NLET FLOORS SHALL HAVE NO. 4 RENFORCNG STEEL PLACED AT 15" MAXMUM CC SPACNG N BOTH DRECTONS. 8. THE STANDARD DRAWNG, DESGN NO., DESGNATON NO., AND NUMBER OF ADDTONAL OPENNGS SHALL BE NDCATED ON THE PLANS..E., EXAMPLE: STD. Cl-1, DES. 1( A-B ). 9. TYPE B & C FRAMES TO BE USED FOR MULTPLE DOUBLE GRATES. l"l DEPTH OF 2'-8" SHALL BE USED FOR STANDARD DEPTH FOR ALL PPE SZES AND/OR PPE TYPES. SEE ROADWAY STD. SSF-4 FOR DETALS. FOR NLET DEPTHS GREATER THAN STANDARD DEPTH, A PAY TEM FOR ADDTONAL DEPTH, 1. BOL T(S) WTH EXPANSON DEVCES OR EPOXY TYPE PUTTY TO BE USED VERTCAL FEET, SHALL BE USED. TO DETERMNE TOTAL NLET QUANTTY FOR NLET DEPTHS GREATER TO NST ALL CAST RON HOOD NTO CONCRETE CURB. COST OF THAN 2'-8", MULTPLY ADDTONAL DEPTH BY ADDTONAL CU. FT. PER VERTCAL FOOT AND ADD NSTALLATON TO BE NCLUDED N PRCE BD FOR THE CURB NLET. TO THE BASE AMOUNT. 11. CASTNGS AS SHOWN HERE SHALL BE CAST STEEL. DUCTLE RON lio QUANTTES SHOWN ARE FOR 2 DOUBLE GRATED NLETS. OR GRAY RON CONFORMNG TO SECTON 725 OF THE SPECFCATONS. () 12. TWO NCH RADUS MAY BE USED F APPROVED BY THE ENGNEER. ct 13. CONSTRUCTON STATONNG OF CURB NLETS S DETERMNED BY THE CENTERLNE ( q;_) OF THE SURFACE GRATES. PAYMENT FOR ALL CLASS A CONCRETE AND ANY RENFORCNG STEEL USED TO CONSTRUCT CAST N PLACE NLET WALLS OR FLOORS SHALL BE NCLUDED N THE PRCE BD FOR THE NLET. PRE CAST NLET ALTERNATVES MAY BE ACCEPTED, N LEU OF BRCK MASONRY OR CAST-N-PLACE CONCRETE. F APPROVED BY THE ENGNEER. SPECAL DESGN CASTNGS, HOODS, FRAMES OR GRATES MAY BE USED, N LEU OF STANDARD DESGNS SHOWN ON THS SHEET, F APPROVED BY THE ENGNEER. SECTON B-B TEM NO. 611 (G) 611 (H) 611 () 611 ( J) 611 ( K) 611 (M) DESGN NO. 2 3 NUT TYPE OF CURB DMENSONS a b 4" MOUNT ABLE 4Y" 9.V," 6" MOUNT ABLE 6Y" 11W 6" BARRER 6.V," 11.V," 8"BARRER BY" 13Y" 4" MOUNTABLE 4.V," 9.V," 6" MOUNT ABLE 6Y" 11.V," 6" BARRER 6.V," 11.V," 8"BARRER a 13Y" 4" MOUNT ABLE 4.V," " MOUNT ABLE 6Y" 11.V" 6" BARRER 6.V," 11Y" 8" BARRER 8Y" 13Y" DRLLED HOLE N ANGLE & N FRAME 1" CORED HOLE DETAL OF CONNECTON ANGLE RON & CAST RON HOOD NOTE: ANGLE RON TO BE BOLTED TO HOOD WTH 3 EACH - 314" x 12" MACHNE BOLTS N EACH HOOD SECTON. BASS OF PAYMENT TEM NLET (Cl DES. Ji) ADDTONAL DEPTH N NLET (Cl DES. V ) REPLACEMENT OF NLET FRAME AND GRA TEA. REPLACEMENT OF NLET FRAME REPLACEMENT OF NLET GRATE REPLACEMENT OF CAST RON HOOD Ji SPECFY NLET DESGN & CURB OPENNG DESGNATON. V SPECFY NLET DESGN 1, 2 OR 3. A. TYPE OF FRAME AND TYPE OF GRATE SHALL BE SPECFED. CURB NLETS UNT EA VF EA EA EA EA OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS Cl-1 2 R-39

36 (OKLAHOMA DEPARH!.ENT OF TRANSPORTATON) 8" 11" B 5R -1 \-a 8" 11".. J Vi5u ib STANDARD REVSONS DESCRPTON 1" DA. CORED HOLE A S:.i ' l"da. /" l A 5R - CORED HOLE %"HGH + \LETTERNG t r,.l REUl RED DENT fl( AT1v1 Lt:TTER11"' <D 11 TYPE B J j A S:.i i'- ci a:: r - SUPPORT BEAM f!:l ;;:".S:iL FACE OF CURB FACE OF CUR GRATE FRAME SECTON B-B NOTE: ONLY ONE TYPE A FRAME FOR NLET DESGN NO Y,s' -Jto/," 12" %"jb12". JL%" - >- f-...j o [l_ (/) ro?; a' a: o ll _Jo...J - Cl) 2'-11Ys" PLAN Yrt 2'_-8_", 2'-6)1." if" Fl Vs" SECTON B-B NOTE: MAKE ONE FRAME AS SHOWN AND ONE REVERSED FOR DOUBLE FRAMES. GRATE FRAME ENDS RES1 ON SUPPORT BEAM L/=M 5 x 18.9 x 3'-4" LONG AL TERNA TE SUPPORT BEAM TO BE USED N LEU OF S 4 x 7.7, WHEN STRUCTURE S BUil T ALONG CURVED CURB STORM SEWER NLET FRAME TYPE B FOR SECTON A-A STORM SEWER NLET FRAME TYPE A FOR NLET DESGN NO. 1 SECTON A-A NLET DESGN NO. 2 AND 3 Yell A 1"DA. CORED HOLE Ys" Yen 2'-4" B 11" 5)13" l"da. %"HGH LETTERNG NOTE: ONE PAY UNT OF TYPE TR FRAME S COMPOSED OF TWO 36" LONG SECTONS OF FRAME. ONE TYPE TR FRAME REQURES TWO TRENCH TYPE GRATES (SEE ROADWAY STANDARD CG-3 ). DO NOT USE FRAME TYPE GRATES N A TRENCH NSTALLATON. COST OF BOLTS AND REBARS TO BE NCLUDED N PRCE BD FOR NLET FRAME. FRAME MEMBERS MAY BE FURNSHED AS TWO 18" LONG PECES, END-MATCHED, TO PROVDE ONE 36" LONG UNT. FRAME SECTON A-A ALTERNATE 2 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. NLET DESGN NO. 1 REQURES ONE TYPE A FRAME. 3. NLET DESGN NO. 2 REQURES TWO TYPE B FRAMES AND 2 EA.-3/4" x 5" BOLTS WTH NUTS AND ONES 4 x 7.7 x 3'-4" LONG SUPPORT BEAM. F BUil TON CURVED CURB, THE NLET REQURES 1 EA. 3/4" x 5" BOLT WTH NUT AND 1 EA. 3/4" x 6 1/2" BOLT WTH NUT AND ONE M 5 x 18.9 x 3'-4" LONG SUPPORT BEAM. 4. NLET DESGN NO. 3 REQURES THE SAME APPURTENANCES AS DESGN NO. 2 WTH TWO OR MORE TYPE C FRAMES LOCATED BETWEEN THE TWO TYPE B FRAMES AND ONE ADDTONAL SUPPORT BEAM AND A PAR OF BOLTS WTH NUTS FOR EACH ADDED TYPE C FRAME, PLUS ONE ADDTONAL PAR OF BOLTS AND SUPPORT BEAM. 5. ALL LETTERNG TO BE RECESSED 1/16" AND SHALL NOT EXCEED 1" N HEGHT. NFORMATON REQURED SHALL BE ST A TED N THE SPECFCATONS. LOCATON OF LETTERNG TO BE AS SHOWN WTH ADDTONAL DENTFCATON LETTERNG AT OTHER LOCATONS ACCEPTABLE. 6. FRAMES SHALL BE CAST STEEL. DUCTLE RON. OR GRAY RON CONFORMNG TO SECTON 725 OF THE SPECFCATONS. 7. NLET FRAMES AND GRATES NSTALLED DURNG ORGNAL CONSTRUCTON SHALL BE NCLUDED N THE CONTRACT UNT PRCE OF THE ORGNAL NLET. NOTE: MACHNNG (SYMBOL/\) MAY BE ACCOMPLSHED BY MLLNG OR BY LEVEL GRNDNG. PLAN Y," FLLET 5" SECTON B-B BASS OF PAYMENT TEM NO. TEM UNT 611 C ) REPLACEMENT OF NLET FRAME AND GRATE ( ) EA 611 ( J ) REPLACEMENT OF NLET FRAME ( ) EA Ys " -1' H--Ys" Vs" NOTE: TWO TYPE B FRAMES AND TWO TYPE C FRAMES ARE REQURED FOR NLET DESGN NO J <i Ci TYPE OF FRAME AND TYPE OF GRATE SHALL BE SPECFED. TYPE A. B, OR C FRAMES AS SHOWN HERE WTH GRATES FROM STD. CG-3 (TYPE VG-FOR RVG-F) COMPRSE THE PAY TEM. SEE NOTE THS SHEET FOR PAY UNT.. :. q SECTON A-A STORM SEWER NLET FRAME TYPE C FOR NLET DESGN NO ;,5 2r," "' : 4Xs" FRAME SECTON A-A ALTERNATE1 STORM SEWER NLET FRAME TYPE TR FOR TRENCH NLET NLET FOR USE WTH NLET FRAME TR WLL NORMALLY BE A SPECAL DESGN RENFORCED CONCRETE BOX WTH PARTCS) OF THE TOP REMOVED. OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS SSF-4 R-4

37 (OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON DA TE B -MOl=i B 17%" C9 Ci" f f _J C9 ' A l a= [[[[[[[=---l - FLOW MFR. PART NO., POUR NO., HEAT NO. 8 lt," HGH LETTERNG C MN.) _J <i' f- Ar- _J o Cf) f r-- W _J m(f) W Cf) f- C9 Ci" f f _J C9 ' llj f cc A LL l= > oc ::J A J SECTON B - B (TRENCH NSTALLATON) SECTON B - B (FRAME NSTALLATON) LL PLAN - RBBED VANE GRATE (SHOWN FOR TRENCH NSTALLATON) TYPE RVG-F (FRAME NST ALLA Tl ON) TYPE RVG-T (TRENCH NSTALLATON) /\MACHNNG ONLY ON END BEARNG AREAS. SECTON A - A (TRENCH NSTALLATON) PLAN - VANE GRATE (SHOWN FOR FRAME NSTALLATON) TYPE VG-F (FRAME NSTALLATON) TYPE VG-T <TRENCH NSTALLATON) 29%" 1%"f 3)4" 3" 3" 3" 3" 3" 3" 3" 3" 1Ya" 1J5, -1 1, 1,, 1, 1,, 1,.%;f 1 L jg_ SECTON A - A (FRAME NSTALLATON) 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. FRAME TYPE GRATES SHALL NOT TO BE USED N TRENCH NSTALLATONS. 3. GRATES SHALL BE NSTALLED N THE FRAME WTH FLOW ARROW PONTNG DOWNSTREAM OR TOWARD THE LOW PONT N A SUMP. 4. ALL LETTERNG S TO BE RECESSED 1/16". ALL NFORMATON REQURED SHALL BE SUFFCENT FOR DENTFCATON, AS SHOWN. 5. GRATES SHALL BE CAST STEEL, DUCTLE RON, OR GRAY RON CONFORMNG TO SECTON 725 OF THE SPECFCATONS. 6. ALL GRATES NSTALLED N A TRENCH FRAME (STD. SSF-4) SHALL HAVE A BOLTED HOLD-DOWN FEATURE. F NSTALLED N AN ANGLE RON FRAME OR RESTNG ON A CONCRETE SHOULDER. A POSTVE HOLD-DOWN FEATURE, APPROVED BY THE ENGNEER, SHALL BE USED. 7. NLET FRAMES, GRATES AND COVER GRATES NSTALLED DURNG ORGNAL CONSTRUCTON SHALL BE NCLUDED N THE CONTRACT UNT PRCE OF THE ORGNAL NLET OR MANHOLE. NOTE: MACHNNG (SYMBOL/\) MAY BE ACCOMPLSHED BY MLLNG OR BY LEVEL GRNDNG. 1 Ya" RAD. 3"TYP. BASS OF PAYMENT TEM NO. TEM UNT 611< ) REPLACEMENT OF NLET FRAME AND GRATE EA 611 ( K) REPLACEMENT OF NLET GRATE (TYPE ) EA T ANY FRAME TYPE GRATE ON THS DRAWNG NSTALLED N A PROPER FRAME, AS SHOWN ON ROADWAY STANDARD SSF-4 (TYPE A, B, C) WLL COMPRSE THE PAY TEM. 1-%,, CAST NLET GRATE NOMENCLATURE TYPE VG-F VANE GRATE - FRAME TYPE TYPE VG-T VANE GRATE - TRENCH TYPE TYPE RVG-F RBBED VANE GRATE - FRAME TYPE TYPE RVG-T RBBED VANE GRATE - TRENCH TYPE \---s'\mn.l TYPCAL SECTON THRU VANES SECTON C - C BOLT SLOT DETALS END VEW OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS CG-3 R-41

38 (OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON 1118" LETTERNG "DUMP NO WASTE" AND "DRANS TO RVER" CHECKERED TOP DESGN 1118" LETTERNG TYPE OF FACLTY AND NFORMATON 314" LETTERNG 2112" x 1" OVAL KNOCKOUT TO BE KNOCKED OUT FOR USE AS AN OPEN PCKHOLE F DESRED. 2 CONCEALED PCKHOLES SPACED AT 18 CHECKERED DESGN DETAL CHECKERED TOP DESGN TOP SDE OF FRAME FOR OUT OF PAVNG NSTALLATON 38114" DA " DA " DA " DA. 11/2" LETTERNG (OWNER) TOP SDE OF COVER NOTE: LETTERNG S SHOWN RASED 1116" FROM AN AREA RECESSED 1116" FROM TOP SURFACE. LETTERNG SHOWN S FOR NFORMATON ONLY. Gi_ " 1112" DEPTH (")C'>J - ;:o l l AT CENTER. $ ""',=;,.SECTON THRU COVER 3/4" LETTERNG - MANUFACTURER'S PLANT NO., PART NO., & HEAT NO. TOP SDE OF COVER GRATE SECTON A-A REVERSBLE FRAME 118" 2112" 18" 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. COVERS WLL BE FURNSHED WTH A PLAN SEAT, UNLESS A SELF-SEAL SEAT OR A LOCKNG DEVCE S SPECFED N THE PLANS. 3. LETTERNG TO DENOTE OWNERSHP AND TYPE OF USAGE WLL BE AT THE DSCRETON OF THE OWNER " SECTON THRU OVAL KNOCKOUT 4. FRAMES AND COVERS SHALL BE CAST STEEL, DUCTLE RON, OR GRAY RON CONFORMNG TO SECTON 725 OF THE SPECFCATONS. 5. MANHOLE FRAMES, COVERS AND COVER GRATES NSTALLED DURNG ORGNAL CONSTRUCTON SHALL BE NCLUDED N THE CONTRACT UNT PRCE OF THE ORGNAL MANHOLE. NOTE: MACHNNG (SYMBOL/\ ) MAY BE ACCOMPLSHED BY MLLNG OR BY LEVEL GRNDNG. BASS OF PAYMENT FOUNDRY NAME AND MANUFACTURED 112" LETTERNG BOTTOM SDE OF COVER TEM NO. TEM UNT 611 ( c) REPLACEMENT OF MANHOLE FRAME AND COVER EA 611 ( D) REPLACEMENT MANHOLE FRAME EA 611( E) REPLACEMENT OF MANHOLE COVER EA 611 ( F) REPLACEMENT OF MANHOLE COVER GRATE EA SECTON THRU PCKHOLE TOP SDE OF FRAME FOR N PAVNG NSTALLATON MANHOLE FRAME AND COVER OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS MFC-4 R-42

39 (OKLAHOMA DEPARTMENT OF TRANSPORTATON) MH3-CHARS 6 #4 BARS EQUALLY SPACED SEE BAR BENDNG DAGRAM MH2 BAR MH1BAR FNSH ASPHALT 1/4" ABOVE RM FRAME AND COVER STANDARD REVSONS DESCRPTON DA TE 6 EA. STAKE #4 BARS AT 15" LONG STRAGHT. N PAVNG MANHOLE TERMNAL OUT OF PAVNG TERMNAL SHOWN. FOR N PAVNG TERMNAL, SEE DETAL. 4'. 5' OR 6' DA. ELEVATON OUTLET PPE :i:i:i ODO <r :;;;: 9 N NOTE: ALL SANTARY SEWER MANHOLES SHALL BE CONSTRUCTED ONLY OF CLASS A CONCRETE OR PRECAST CONCRETE UNTS. TYPCAL BRCK MASONRY CONSTRUCTON MAY BE USED FOR STORM SEWER MANHOLES, CURB NLETS AND JUNCTON BOXES. (/) <r -' CL 5: (/) (/) <r -' <r :;;;: LL (9 FRAME & COVER N PAVNG TERMNAL /SHOWN; SEE DETAL. ENCASE DROP CONNECTON TO SPRNGLNE CLASS A CONC. POURED NOT LESS THAN 24 HOURS BEFORE BULDNG WALLS. P DROP NLET FOR SANTARY SEWER as o WHERE DFFERENCE N FLOW LNES 1- S 4' AND OVER o::::.::i:;;: do::: -, o LL r:oo SEAL NSDE OF MANHOLE WALL WTH COATNG OF MA TER AL REQURED BY GOVERNNG MUNCPALTY. om 1-W O ct: Q._[]_ 8" N PAVEMENT 6.37 CU.FT.V. FT. OUT OF PAVEMENT 6.72 CU.FT.V. FT. 281/2" (N PAVNG) 3 1/2" (OUT OF PAVNG) er' -' N NOTE: MAXMUM WDTH (NSDE DMENSON) TO BE 5'-" #4 BARS AT 6 1/2" CTRS. #4 BARS AT 18" CTRS. fe.of JUNCTON BOX & OUTLET PPE NSDE LENGTH DMENSON AS SHOWN ON PLANS SECTON A -A SECTON THRU JUNCTON BOX (SHOWN N PAVNG WTH RSER) N + l o (/) ;::::; x c;; x ro 5: f W8x13 P.C. CONC. PAVEMEN.OR ASPHALT PAVNG JUNCTON BOX RSER OUT OF PAVNG 5/16"?9f W8x21 SECTON B - B MANHOLE FRAME & COVER TO BE USED ONLY WHEN SHOWN N SUMMARES. LOCATON OF FRAME TO BE AS DRECTED BY THE ENGNEER. G PLAN 12" LAP (MH1) 16" LAP (MH2) 8 #4 BARS x 4'-6" LONG, AS SHOWN UNDER FRAME RM JUNCTON BOX TO HAVE NSDE DMENSONS AND HEGHT SHOWN N THE PLANS. 18" (MH1) 27" (MH2) MH1 AND MH2 #4 BAR FOR MANHOLE & JUNCTON BOX RSERS N PAVNG. fy/, /2 13 1/2" DEDUCTONS FOR PPE OPENNG PPE VOLUME DA. 18" 24" 3" 36" 42" 48" 54" 6" 66" 72" 78" 84" 9" MH3 #4 BAR (CHAR) (CU.FT.) ALL CONSTRUCTON AND MA TER AL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. ALL MANHOLES SHALL BE 4 FOOT DAMETER UNLESS A LARGER DAMETER S REQURED. 3. FOR DETALS OF FRAME AND COVER, SEE ROADWAY STANDARD MFC CAST-N-PLACE CONCRETE WALLS WTH THE SAME DMENSONS SHOWN ON THS STANDARD, MAY BE USED N LEU OF THE BRCK MASONRY. CAST-N-PLACE WALLS EXCEEDNG 5 FEET N DEPTH (GUTTERLNE TO FLOWLNE), WLL REQURE NO. 4 RENFORCNG BARS SPACED AT 3 NCH CTRS. VERTCALLY AND 12 NCHES CTRS. HORZONTALLY. 5. WHERE A MORTAR COAT S REQURED T SHALL BE 1/2" THCK AND SHALL BE APPLED WHLE BRCK MASONRY S CLEAN AND DAMP. 6. MANHOLES UP TO 5 FEET N HEGHT, SHALL BE PAD FOR AS 'MANHOLE' (EA.). ANY ADDTONAL HEGHT OF MANHOLE SHALL BE PAD FOR AS 'ADDTONAL DEPTH N MANHOLE' (VF). 7. JUNCTON BOX WALL CONSTRUCTON SHALL BE MEASURED BY CF OF WALL MATERAL AND TO BE PAD FOR AS 'JUNCTON BOXES' (CF). DEDUCTONS N VOLUME WLL BE MADE FOR ALL PPE OPENNGS 18 NCHES N DAMETER AND LARGER (SEE TABLE). COST OF FRAME & COVER SHALL BE NCLUDED N COST OF JUNCTON BOX. 8. RENFORCNG STEEL AND STRUCTURAL STEEL, WLL BE NCLUDED AS PART OF THE COST OF THE STRUCTURE COMPLETE, AND WLL NOT BE MEASURED AS A PAY TEM. OPTONAL PRECAST MANHOLE & JUNCTON BOXES BASS OF PAYMENT TEM NO. TEM UNT 611 (A) MANHOLE ('DA.) EA 611 ( B) ADDTONAL DEPTH N MANHOLE (TDA.) VF PLAN WTH SECTON ( FRAME RENFORCNG SHOWN ) T DAMETER SHALL BE SPECFED (SEE PAY TEM LST) SECTON C - C DETAL OF JUNCTON BOX (SHOWN OUTSDE OF PAVNG AND NO RSER) -' CD <r a: <r > 9. WHEN PRECAST STORM SEWER OR JUNCTON BOX UNTS ARE SUBSTTUTED FOR BRCK MASONRY OR CAST-N-PLACE UNTS: A. THE MATERAL COMPONENTS SHALL MEET AASHTO DESGNATON M 199, AND SHOP DRAWNGS SHALL BE SUBMTTED TO ODOT FOR APPROVAL. B. ALL LFT HOLES SHALL BE SEALED WTH FRMLY PACKED MXTURE OF CEMENT AND SAND GROUT. BASS OF PAYMENT TEM NO. TEM UNT 59 ( C) CLASS A CONCRETE, SMALL STRUCTURES CY 611 ( L) JUNCTON BOXES CF.A. FOR QUANTTES OF CLASS A CONCRETE LESS THAN 2. CY STANDARD MANHOLES STANDARD JUNCTON BOXES OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS MJB-3 R-43

40 ( OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON PPE DAM. OR DESGN EQUV. N " !148 s 8!154 "86 CL "8 66 "872 8!178 1!1184 1!119 1! g: 42 :: 8!148 8!154 ii rn 6 <! rn 66 8!172 8!178 "884 8!19 " [l_ 24 3 (3 36 i== 1!1142 [l_ 1!1148 ::J 1!1154 1!116 <1: 1!1166 1!1172 1!1178 8!184 "89 8!196 TRENCHNG DMENSONS AND STANDARD BEDDNG MA TER AL QUANTTES H T FT FT. FT SNGLE PPE STANDARD TRENCHNG STANDARD BEDDNG MATERAL CY/LF DOUBLE PPE STANDARD TRENCHNG STANDARD W BEDDNG MATERAL FT. CY/LF TRPLE PPE STANDARD TRENCHNG STANDARD W BEDDNG MATERAL CY/LF FT SPECAL TRENCHNG SNGLE, DOUBLE & TRPLE PPE OPTONS W+12" ADD'L STANDARD BEDDNG MATERAL CY/LF NOTE: QUANTTES FOR 66" & 78" EQUV. DAM. ARCH PPE BASED ON METAL PPE & ESTMATED WALL THCKNESS. FOR PPES UNDER PAVEMENT, THE H DMENSON AND THE STANDARD BEDDNG MATERAL QUANTTY. SHALL BE NCREASED TO GO TO THE TOP OF THE TRENCH. Cf) BEDDNG MATERAL VALUES SHOWN FOR STANDARD _J fl TRENCHNG CONDTONS MAY BE USED ONLY FOR. VERTCAL WALL TRENCHES. ii! ORGNAL GROUND LNE NOTE: THE PRESENCE OF GROUND WATER REQURES SPECAL TREATMENT liil OPTONAL TRENCHES WTH DEPTH GREATER THAN 5. FEET EXCAVATON AND BEDDNG MATERAL WLL BE MEASURED AND PAD FOR AS F SHEETNG & SHORNG WAS USED. (SPECAL TRENCHNG=STD. WDTH TRENCH+12") > CL CC> CL _J ::::> CC> <C CT] b ':"": - 1ii1 Cf) Cf) Cf) _J o s"" or' CL _J ujn 5,:_: APPROXMATE ANGLE OF REPOSE FOR SLOPNG OF SDES OF EXCAVATONS N TRENCHES WTH DEPTH GREATER THAN 5 FEET. " CC>> -<! o x WW CC> <lo CL W > CL WDTH OF TRENCH EXCAVATON. METHOD NO. 1 LMTS OF STANDARD BEDDNG MA TER AL QUANTTES FOR BEDDNG MA TER AL DO NOT NCLUDE THE SPACE WTHN AND BOUNDED BY THE OUTER SURFACE OF THE PPE CONDUT. = "' ; gj WDTH OF TRENCH EXCAVATON ::: to '1' CL eo r;i EMBANKMENT HEGHT PROR TO EXCAVATON PPE SZES FROM 18" TO 42" =3" PPE SZES FROM 48" TO 84" =2/3 DAM. PPE SZES LARGER THAN 84" =6" GRADNG TEMPLATE BACKFLL PHASE METHOD N.1 PAY QUANTTES WLL BE CALCULATED AND PAD FOR WHEN METHOD NO. 2 S USED. METHOD NO. 2 (OPTONAL NSTALLATON FOR R. C. PPE) TRENCH EXCAVATON N EMBANKMENT SECTONS LL - 1- CC>> - o x WW CC> CL W >CL - TRENCH EXCAVATON N CUT SECTONS TABLE OF EQUVALENT PPES EQUV. RENF. CONC. STEEL ALUMNUM DA. ARCH PPE ARCH PPE ARCH PPE CONDUT SHAPE DST. ROUND ARCH ELLPTCAL G FOR UP TO 24" UP TO 36" UP TO 36" 12" DA. 25" TO 72" D/2" OR SPAN OVER 73" 37" TO 18" OVER 18" 37" TO 18" OVER 18" D/3" 36" (Y- -8- CYO ROUND ARCH ELLPTCAL DOUBLE PPE NSTALLATON (USED WTH CET END TREATMENTS) LMTS OF TRENCH EXCAVATON 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. TRENCH EXCAVATON AND BEDDNG MATERAL WLL NOT BE REQURED FOR PPE NST AL LATONS OF SDE DRANS UNLESS OTHERWSE NOTED ON THE PLANS. WDTH OF TRENCH EXCAVATON RENF. CONC. ELLPTCAL PPE ct 18" 22" x 13" 21" x 15" 21" x 15" 14" x 23" 21" 24" x 18" 24" x 18" 24" 28" x 18" 28" x 2" 28" x 2" 19" x 3" 27" 22" x 34" 3" 36" x 22" 35" x 24" 35" x 24" 24" x 38" 36" 43" x 26" 42" x 29" 42" x 29" 29" x 45" 42" 51" x 31" 49" x 33" 49" x 33" 34" x 53" 48" 58" x 36" 57" x 38" 57" x 38" 38" x 6" 54" 65" x 4" 64" x 43" 64" x 43",43" x 68" 6" 73" x 45" 71" x 47" 71" x 47" 48" x 76" 66" 77" x 52" 77" x 52" 53" x 83" 72" 88" x 54" 83" x 57" 83" x 57" 58" x 91" 78" 87'' x 63" 92" x 65"... 63" x 98" 84" 12" x 62" 95" x 67'' 95" x 67''... 68" x 16" 9" 115" x 72" 13" x 71" 13" x 71"... 72" x 113" 96" 122" x 77" 112" x 75" 112" x 75"... 77" x 121".A STRUCTURAL PLATE ARCH. 3. FOR PPE UNDERDRAN NSTALLATONS, SEE ROADWAY STANDARD PUD-3. liil 4. SPECAL TRENCHNG CONDTONS ARE THOSE AS DEFNED BY O.S.H.A. REGULATONS, TTLE 29 CFR CHAPTER XV, PART , & , SO DEFNED WLL APPLY UNTL THEY ARE N CONFLCT WTH CURRENT SPECFCATONS, FOR TRENCH DEPTHS OVER FVE FEET. WHERE.S.H.A. REGULATONS FOR SPECAL TRENCHNG ARE APPLED, QUANTTES AND DMENSONS FOR SPECAL TRENCHNG WLL BE USED FOR COMPUTNG QUANTTES. SEE TABLE OF TRENCHNG DMENSONS AND STANDARD BEDDNG MATERAL QUANTTES. 5. NORMAL BACKFLLNG OPERATONS SHALL FOLLOW BEDDNG AND PPE NSTALLATON AS CLOSELY AS PRACTCAL. N NO CASE SHALL A PPE NSTALLATON SUBJECT TO SUDDEN FLOW DEVELOPMENT BE LEFT WTHOUT SUFFCENT BACKFLL TO RESTRAN THE CONDUT AND PREVENT JONT SEPARATON AND/OR PPNG SCOUR. PHYSCALLY RESTRANNG THE CONDUT MAY BE USED TO AUGMENT OR REPLACE THS MME BACKFLL REQUREMENT. 6. ANY EXCESS EXCAVATON NOT USED FOR BACKFLL WLL BECOME THE PROPERTY OF THE CONTRACTOR AND DSPOSED OF, BY HM, N A MANNER APPROVED BY THE ENGNEER. 7. STANDARD BEDDNG QUANTTES FOR ROUND PPE ARE BASED ON AASHTO DESGNATED CLASS ll (WALL B) RENFORCED CONCRETE PPE. liil 8. WHEN REQURED, THE SDES OF THE TRENCHES SHALL BE SHEETED AND SHORED OR OTHERWSE SUPPORTED WHEN THE TRENCH S MORE THAN 5. FEET N DEPTH. N LEU OF SHEETNG, THE SDES OF THE TRENCH ABOVE THE 5. FOOT LEVEL MAY BE SLOPED TO PRECLUDE COLLAPSE, SEE OPTONAL TRENCHES DETAL THS SHEET. B!J. PROPER COMPACTON OF BACKFLL REQURES A VERTCAL WALLED TRENCH TO 24 NCHES ABOVE TOP OF PPE, REGARDLESS OF EXCAVATON ABOVE THAT ELEVATON. e 1. EQUVALENT PPE SZES 66 NCHES AND LARGER REQURE 6 NCHES OF BEDDNG MATERAL BELOW PPE CONDUT. ct 11. ELLPTCAL PPE DMENSONS CONFORM TO AASHTO M 27, AS DESGNATED RSE BY SPAN. 12. FOR COMPUTNG TRENCH EXCAVATON & STANDARD BEDDNG QUANTTES, THE LENGTH OF THE CUL VERT SHALL NCLUDE END SECTON AND END TREATMENT LENGTHS. 13. MULTPLE PPE NSTALLATONS WLL REQURE A MNMUM OF 12" BETWEEN PPES FOR PROPER COMPACTON. BASS OF PAYMENT TEM NO. TEM UNT 613 (R) STANDARD BEDDNG MA TER AL, CLASS A CY 613 (S) STANDARD BEDDNG MATERAL, CLASS B CY 613 (T) STANDARD BEDDNG MATERAL, CLASS C CY 613(V) TRENCH EXCAVATON CY OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS SPl-4 R-47

41 (OKLAHOMA DEPARHENT OF TRANSPORTATON) STA NDARD RE VS ONS DESCRPT ON TABLE OF TRENCHNG AND STANDARD BEDDNG MA TER AL QUANTTES SNGLE PPE DOUBLE PPE TRPLE PPE NSTALLATON NSTALLATON NSTA LLATON PPE CLEAR DAM. H STANDARD STANDARD STANDARD SPACE OR BEDDNG BEDDNG BEDDNG BETWEEN PPES DESGN MATERA L MATER A L MATERA L EQUV. FT. FT. CY/LF FT. CY/LF FT. CY/LF NCHES 18" " " CL 36" " ::J 48" Cl:'. 54" ltl 6" " " " CL n:: 3" " Cl:'. <! 42" _J <! 48" f- 54" " " FOR PPES UNDER PAVEMENT. THE H DMENSON AND THE STANDARD BEDDNG MATERAL QUANTTY, SHALL BE NCREASED TO GO TO THE TOP OF THE TRENCH. TABLE OF FLL HEGHTS PPE SZE MN MUM MAXMUM COVER MNMUM MET AL PPE COVER OVER GAGE REQUREMENT EQUVALENT POLYETH. TOP OF PPE METAL ROUND (BUOYANCY ) UNDER ALL ARCH POLYETHYLENE METAL PAVEMENT OTHERS 18" 21 " x 15" 15" 1' REFER 1 4 REFER 24" 28" x 2" 2" 1' TORDY. 1 4 TORDY. STANDARD STANDARD 3" 35" x 24" 25" 1' 1 4 FHTMPP-1 FHTMPP-1 36" 42" x 29" 3" 1' 14 CL 42" 49" x 33" 35" 1' 12 ::J 48" 57" x 38" 4" 1' 12 Cl:'. 54" 64" x 43" 45" 1' 12 6" 7 1" x 47" 5" 1' 1 66" 77" x 52" 55" N/ A 1 UNDER PAVEMENT S DEFNED TO NCLUDE ALL P.C. OR A.C. SURFACNG UNDER MANLNE TRAFFC AND MAJOR STREET RETURNS. A MNMUM PPE GAGE OF 16 MAY BE USED FOR NSTA LLATONS REQURNG 3 NCH EQUVALENT ROUND CONDUTS (MAX.) AND LMTED TO LOW VOLUME COUNTY OR OFF-SYSTEM ROADS, MNOR STREET RETURNS, DRVEWAYS OR TEMPORARY DETOURS, AS APPROVED BY THE ENGNEER. LL o f- f <! (')> - <! o x W W (') <!u D:'. W >oc <! f- "' ; D:'. WDTH OF TRENCH EXCAVATON LL o f- f <! (') > - <! o x WW C'J <! u Cl:'. W >Cl:'. <! f- TRENCH EXCAVATON N CUT SECTONS W DTH OF TRENCH EXCAVATON. WDTH OF TRENCH EXCAVATON TRENCH EXCAVATON N EMBANKMENT SECTONS LMTS OF STANDARD BEDDNG MATERAL. QUANT TES FOR BEDDNG MA TER AL DO NOT NCLUDE THE SPACE W THN AND BOUNDED BY THE OUTER SURFACE OF THE PlPE CONDU T. LMTS OF TRENCH EXCAVATON. 1. A LL CONSTRUCT ON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCAT ONS. 2. TRENCH EXCAVATON & STANDARD BEDDNG WLL NOT BE REQURED FOR PPE NSTALLATONS ON SDE DRANS UNLESS OTHERW SE SPECFED ON THE PLANS. 3. TRENCH EXCAVATON W LL BE PAD FOR ON PPE UNDERDRAN. SEE ROADWAY STANDARD PUD TRENCHNG REQUREMENTS FOR DEPTHS OVER 5 FEET SHALL BE N ACCORDANCE WTH. & DEFNED BY, O.S.H.A. REGS., TTLE 29 CFR. STANDARDS , & NORMAL BACKFLLNG OPERATONS SHALL FOLLOW BEDDNG AND PPE NSTALLATON AS CLOSELY AS PRACTCAL. N NO CASE SHALL A PPE NSTALLATON SUBJECT TO SUDDEN FLOW DEVELOPMENT BE LEFT WTHOUT SUFF CENT BACKFLL TO RESTRAN THE CONDUT AND PREVENT JONT SEPARA T ON AND/OR PPNG SCOUR. PHYSCALLY RESTRANNG THE CONDUT MAY BE USED TO AUGMENT OR REPLACE THS MME BACKFLL REQUREMENT. 6. ANY EXCESS EXCAVATON NOT USED FOR BACKFLL WLL BECOME THE PROPERTY OF THE CONTRACTOR AND DSPOSED OF, BY HM, N A MANNER APPROVED BY THE ENGNEER. 7. NSTA LLATON OF FLEXBLE PPE SHALL CONFORM TO SECT ON 26 - D VS ON OF AASHTO STANDARD SPEC F CAT ONS FOR HGHWAY BRDGES. 8. JONTS N METAL PPES SHALL CONFORM TO SECTON OF AASHTO STANDARD SPEC FCATONS FOR HGHWAY BRDGES. F A WATERTGHT JONT S SPECF ED ON THE PLANS, A 12" WDE BY 3/4" THCK NEOPRENE SLEEVE GASKET MEETNG ASTM D156 REQUREMENT SHALL BE USED. 9. JONTS N CORRUGATED POLETHYLENE PPES SHALL CONSST OF A GASKETED SYSTEM WHCH CAN PASS MNMUM OF 2 PS HYDROSTATC TEST WTHOUT LEAKAGE AND CONFORM TO AASHTO M 2944.& SECTON OF AASHTO STANDARD SPECF CATON FOR HGHWAY BRDGES. GASKET MATER AL SHALL CONFORM TO ETHER ASTM D156 OR ASTM F477 REQUREMENTS. SDE DRANS ARE EXCLUDED FROM THE LEAKAGE RESS TANCE REQUREMENTS UNLESS OTHERWSE SPECFED. 1. TYPE C POLYETHYLENE PPE SHALL BE USED ONLY N SDE -DRA N & SL PLNNG APPLCATONS. ltl 11. STANDARD BEDD NG MATER AL QUANTTES ARE BASED ON THE TRENCH WDTH ( W ), TRENCH HEGHT ( H ) AND EFFECT VE DAMETER ( D) OF ROUND CORRUGATED POLYETHYLENE PPE MEET NG THE REQUREMENTS OF AASHTO M 294 ( 18"-6" ) SPLT COLLAR COUPLERS ARE NOT APPROVED FOR USE N ALL CORRUGATED POLYETHYLENE e 13. P PE NSTALLAT ONS. EQUVALENT PPE SZES 66 NCHES AND LARGER REQURE 6 NCHES OF BEDD NG MA TER A L BELOW PPE CONDUT. BASS OF PAYMENT TEM NO. TEM UNT 613 (R) STANDARD BEDDNG MA TER AL, CLASS A CY 613 ( S) STANDARD BEDDNG MA TER A L, CLASS B CY 613 ( T) STANDARD BEDDNG MATERAL, CLASS C CY 613(V) TRENCH EXCAVAT ON CY FLEXBLE PPE NSTALLATON OKLAHOMA DEPARTMENT OF TRA NSPORTATON 29 SPECFCA TONS FPl -3 3 R-48

42 (OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON NATURAL GROUND NATURAL GROUND NATURAL GROUND NATURAL GROUND NATURAL GROUND ll =111=c111=c111 =111 =111=111=111 '" """'" mo'""' 'Oil/ =111=111=c111 NATVE SOL* NATVE SOL OR BORROW 4" OR6" SEE NOTE 2 'WDTH O TRENCH EXCAVATON CLASS A BEDDNG C.L.S.M. (SEC. 51.2) OR CLASS C CONCRETE 4"R6" SEE NOTE 2 W 'WDTH OF TRENCH EXCAVATON CLASS B BEDDNG COARSE COVER AGGR. (SEC. 73.6) OR COARSE AGGREGATE SZE 8 (SEC. 71.6) OR AGGREGATE BASE a TYPE A (SEC. 73.1) 4"R6" SEE NOTE 2 W WDTH OF TRENCH EXCAVATON CLASS C BEDDNG FLTER SAND (SEC. 73.6) OR CLASS C BEDDNG MA T'L (SEC. 73.8) PPE BEDDNG CLASS/DESGN TABLE UNDER PAVNG ::: ::: ::: ::: Cf) Cf) f- f- 2 _o -o - - TYPE OF PPE o... ::: O:::o... -> W> <lo <r S:o 5: O:::o ::: WO oo (f)o Cf) Cf) <D Cf) :;o;:<d :;o;: C/J A Cf) ::: A ::: Of- Of- ::: ::: f- f- O<l Cf) <r Cf) RENFORCED CONCRETE PPE B c B c CORRUGATED GALV. STEEL PPE (CGSP) NA B NA B MLL PRE CO A TED CGSP NA B NA B CORRUGATED GALV. STRUCT. PLATE NA B NA B ALUMNZED TYPE CSP NA B NA B CORRUGATED POLYETHYLENE f PVC NA A NA A POLYVNYL CHLORDE (SC 4!8 PVC) NA NA NA NA POLYPROPYLENE PPE (PP) A. NA B NA B 2" MN. LEVELNG SAND (SEC. 73.6) WDTH OF TRENCH EXCAVATON CLASS D BEDDNG ALTERNATE 1 OUTSDE PAVNG ::: <r 5: ::: <r Cf) Cf) ::: :;o;: Cf) ::: ::: g f- Cf) Cf) c D c c D c c D c c D c c D c B B B NA NA NA c D c WHEN THERE S ANY POSSBLTY OF THE PAVEMENT BENG WDENED DURNG THE LFE OF THE DRANAGE STRUCTURE, THE BEDDNG SHALL MEET THE 'UNDER PAVNG SECTON' CRTERA FOR THE FULL EXTENT OF ANY ANTCPATED EXPANSON TO THE FACLTY. A. BACKFLL WTH A MNMUM OF TWO (2) FEET OF APPROVED BACKFLL MATERAL. CLASS D BEDDNG ALTERNATE 2 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. EQUVALENT PPE SZES 66 NCHES AND LARGER REQURE 6 NCHES OF BEDDNG MATERAL BELOW PPE CONDUT. 3. NATVE SOL FOR BACKFLL, TO BE COMPACTED N ACCORDANCE WTH SECTON 22.4 OF THE STANDARD SPECFCATONS. 4. A BETTER CLASS OF BEDDNG MAY BY SUBSTTUTED FOR THE NEXT LOWER CLASS. EXAMPLE: CLASS A STANDARD BEDDNG CAN BE USED N LEU OF CLASS B STANDARD BEDDNG. 5. FOR TRENCH WDTH ( W ), BEDDNG HEGHT ( H ), PPE DATA, MULTPLE PPE SPACNG & BEDDNG DATA, SEE ROADWAY STANDARDS SPl-4 & FPl DATA TABLE WLL DSPLAY 'NA' WHEN PPE MATERALS ARE NOT ALLOWED. 7. STANDARD BEDDNG CLASS D MATERAL( S) (ALTERNATE 1) WLL BE CONSDERED AS NCDENTAL AND NOT BE PAD FOR SEPARATELY. COST FOR BORROW OR FLL MATERAL, NEEDED FOR ALTERNATE 2, WLL BE NCLUDED N THE PRCE OF THE PPE. 8. PPE MATERAL( S )!PRODUCT( S) NOT SHOWN N THE PPE BEDDNG TABLE WLL BE EVALUATED AND APPROVED ON A CASE BY CASE BASS. 9. ALL TEMPORARY PPES SHALL HAVE CLASS D BEDDNG UNLESS OTHERWSE SHOWN N THE PLANS. 1. BEDDNG MA TER AL TYPE B, C, AND D, SHALL BE PLACED N 6" LAYERS AND COMPACTED TO THE SPECFED DENSTY USNG HAND OPERATED EQUPMENT ONLY. *11. WHEN PPE NSTALLATON S UNDER PAVNG, N LEU OF BACKFLLNG WTH NATVE SOL, PLACE BEDDNG MATERAL ALL THE WAY TO TOP OF TRENCH. 12. THE USE OF AN ALTERNATE PPE AND TS CORRESPONDNG BEDDNG MATERAL WLL BE ACCEPTABLE PROVDED THE CRTERA N THE DESGN TABLE S MET 13. POLYPROPYLENE PPE SHALL BE NSTALLED N ACCORDANCE WTH ASTM D2321. TEM NO. BASS OF PAYMENT TEM 613 ( R) STANDARD BEDDNG MATERAL, CLASS A 613 ( S) STANDARD BEDDNG MA TER AL, CLASS B 613 (T) STANDARD BEDDNG MA TER AL, CLASS C UNT CY CY CY OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS SPB-1 4 R-49

43 FULL CRCLE STEEL PPE CUL VERT FULL CRCLE ALUMNUM PPE CULVERT MET AL PPE ARCH - FLLS TO 1 FT. MAX. 2 2/3" x 112" CORRUGATON PATTERN MAXMUM FLL HEGHT MAXMUM FLL HEGHT PPE DAMETER PPE DAMETER APPROX. MN. COVER MN. COVER ABOVE TOP OF PPE FOR ABOVE TOP OF PPE FOR EQUV. SZE STEEL ALUMNUM CORRUGATON PATTERN CORRUGATON PATTERN ROUND SPAN x RSE PPE MN. MN. MN. MN. TOP OF PPE EQUV. STANDARD GAGE TOP OF PPE EQUV. STANDARD GAGE GAGE COVER GAGE COVER TO TOP OF TO TOP OF 2 213" 3" 5" 6" 2 2/3" 3" 6" SUBGRADE SUBGRADE x x x x x x x " 17" x 13" 16 12" 16 12" " 1" 1" 2" 112" 1" 1" 18" 21" x 15" 16 12" 16 12" 18" 12" 61' 67' 86' 9' 94' 18" 12" 36' 36' 63' 21" 24" x 18" 16 12" 16 12" 21" 12" 53' 57' 74' 77' 81' 24" 12" 27' 27' 47' 5' 24" 28" x 2" " 24" 12" 46' 5' 65' 68' 71' 27" 12" 24' 24' 42' 44' 3" 35" x 24" 14 12" " 12" 41' 44' 57' 6' 63' 3" 12" 22' 21' 37' 39' 36" 42" x 29" 14 12" 12 15" 3" 12" 37' 4' 52' 54' 56' 3" 12" 4' 5' 68' 42" 49" x 33" 14 12" 12 15" 36" 12" 3' 33' 43' 45' 47' 36" 12" 18' 32' 33' 48" 57" x 38" 12 12" 1 15" 36" 12" 53' 66' 77' 89' 1' 36" 12" 33' 41' 57' 85' 54" 64" x 43" 12 12" 1 18" 42" 12" 34' 44' 46' 47' 49' 36" 12" 2' 6" 71" x 47" 1 12" 8 18" 42" 12" 45' 56' 64' 71' 78' 42" ' 57' 66" 77" x 52" 8 12" 8 18" 48" 12" 41' 44' 45' 46' 42" 12" 27' 35' 48' 73' 72" 83" x 57'' 8 12" 8 18" 48" 12" 39' 49' 56' 61' 66' 48" 12" 47' 49' 51' 3" x 1" & 5" x 1" CORRUGATON PATTERN 48" 12" 49' 52' 56' 61' 66' 48" 12" 24' 3' 42' 63' 82' 36" 4" x 31" 14 12" 54" 12" 36' 43' 44' 45' 54" 12" 41' 44' 45' 42" 46" x 36" 14 12" 54" 12" 35' 44' 51' 55' 58' 54" 12" 21' 27' 37' 56' 73' 48" 53" x 41" 14 12" 54" ' 48' 52' 55' 58' 54" 12" 29' 42' 67' 66' 54" 6" x 46" 14 12" 14 15" 6" 12" 42' 43' 43' 6" 12" 39' 41' 6" 66" x 51" 14 12" 14 18" 6" 12" 31' 39' 49' 51' 53' 6" 12" 19' 24' 33' 24' 66' 66" 73" x 55" 14 12" 14 18" 6" 12" 43' 46' 49' 51' 53' 6" 12" 25' 37' 59' 58' 72" 81" x 59" 14 12" 12 21" 6" 12" 46' 68' 9' 96' 16' 66" 12" 36' 37' 78" 87'' x 63" 14 12" 12 21" 66" 12" 42' 43' 66" 12" 14' 18' 26' 4' 51' 84" 95" x 67" 12 12" 12 24" 66" 12" 29' 36' 47' 48' 5' 66" 12" 23' 33' 53' 52' 9" 13" x 71" 12 18" 1 24" 66" 12" 39' 45' 47' 48' 5' 72" 12" 28' 27' 41' 54' 96" 112" x 75" 12 18" 1 27" 66" 12" 42' 62' 78' 82' 9' 72" 15" 19' 27' 36' 43' 12" 117" x 79" 12 18" 72" 12" 42' 42' 78" 15" 18' 25' 38' 5' 18" 128" x 83" 1 24" 72" 12" 26' 33' 45' 47' 48' 78" 15" 17' 25' 32' 4' 114" 137" x 87'' 1 24" 72" 12" 36' 44' 45' 47' 48' 73' 78' 84" 18" 17' 23' 35' 47' 12" 142" x 91" 1 24" 72" 12" 38' 57' 69' 84" 18" 23' 3' 37' WHEN NSTALLED UNDER PAVEMENT NCLUDNG ALL P.C. OR A.C. SURFACNG 78" 12" 42' 9" 18" 21' 33' 43' UNDER MANLNE TRAFFC AND MAJOR STREET RETURNS. A MNMUM PPE 78" 12" 24' 3' 44' 45' 46' 9" 18" 21' 28' 34' GAGE OF 16 MAY BE USED FOR NSTALLATON REQURNG 3 NCH EQUVALENT ROUND CONDUTS (MAX.) AND LMTED TO LOW VOLUME COUNTY OR OFF- 78" 12" 33' 42' 44'. 45' 46' 96" 18" 2' 31' 4' SYSTEM ROADS, MNOR STREET RETURNS, DRVEWAYS OR TEMPORARY DETOURS, AS APPROVED BY THE ENGNEER. 78" 12" 35' 53' 63' 66' 7' 96" 18" 19' 26' 32' 84" 12" 42' 12" 21" 18' 28' 37' (OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON 84" 12" 22' 28' 42' 44' 45' 12" 21" 18' 25' 29' 1. METAL PPE FLL HEGHT DESGNS ARE BASED ON A CLASS B BEDDNG, 84" 12" 31' 39' 43' 44' 45' 18" 21" 27' 35' NEGATVE PROJECTON, HS-2 LVE LOADNG AND 12 LBS/C.F. SOL 84" 12" 33' 49' 59' 61' 64' 18" 21" 17' 23' 28' WEGHT. POLYPROPYLENE PPE FLL HEGHTS ARE BASED ON AASHTO M33 FOR POLYPROPYLENE, TYPE S, PPE WTH OUTER CORRUGATED 9" 12" 26' 39' 44' 44' 114" 24" 25' 34' WALL AND SMOOTH NNER WALL. 9" 12" 29' 36' 43' 44' 44' 114" 24" 16' 21' 26' 2. N THE EVENT LOADS N EXCESS OF HS-2 ARE TO BE OPERA TED OVER 9" 12" 31' 45' 55' 57' 6' 12" 24" 24' 32' OR ADJACENT TO THE PPE NSTALLATON DURNG THE CONSTRUCTON PHASE, THE CONTRACTOR SHALL PROVDE AND MANTAN A MNMUM 96" 12" 24' 36' 43' 44' 12" 24" 2' 25' OF FOUR FEET OF COVER OVER THE PPE AT WHEEL OR TRACK PATHS. 96" 12" 34' 43' 43' 44' 3. PROPER NSTALLATON PRACTCES MUST BE ADHERED TO AS SHOWN ON 96" 12" 29' 43' 53' 54' 57' ROADWAY STANDARDS SPl-4, FPl-3 AND SPB-1. POLYPROPYLENE PPE SHALL BE NSTALLED N ACCORDANCE WTH ASTM D " 24" 34' 41' 43' MAXMUM FLL HEGHT EQUVALENT METAL THCKNESS 12" 24" 32' 42' 43' 43' POLY- 4. ANY PPE DEFORMED PROR TO FNAL ACCEPTANCE SHALL BE REPLACED OVER CULVERT (FT.)() PROPYLENE AND GAGE BY THE CONTRACTOR AT HS EXPENSE. SURFACE DSTRESS MUST BE 18" 24" 32' 39' 43' PPE REPARED TO THE SATSFACTON OF THE ENGNEER OR REPLACED AT UNDER PAVEMENT OUTSDE PAVEMENT GAGE METAL THCKNESS (NCHES) THE CONTRACTOR'S EXPENSE. 18" 24" 42' 42' 43' DAMETER 95% 9% Class C-85% Class D-85% NUMBER STEEL t ALUMNUM 5. MAXMUM FLL HEGHTS ARE MEASURED TO TOP OF SUBGRADE (OR 18" 24" 25' 38' 49' 5' 52' COMPACT COMPACT COMPACT COMPACT BOTTOM OF ASPHALT OR PC PAVEMENT) FOR MET AL AND 114" 24" 31' 37' 41' POLYPROPYLENE PPES. 114" 24" 4' 42' 42' " 24" 29' 35' 39' A 12" 24" 38' 42' 42' APPROVEDBY,j,.kf... fa,.. [}l/jl}j OADWAY ENGNEER:!.A - : ".. 12" 24" 23' 34' 45' 48' 49' ROADWAY DESGN DVSON STANDARD ",. () REFER TO ROADWAY DESGN STANDARD SPB-1 FOR THE THCKNESS OF THE SHEET NCLUDES BOTH THE i& Uii FLL HEGHT TABLES MNMUM FLL HEGHT AND OTHER POLYPROPYLENE (MET AL & POLYPROPYLENE PPES) NST ALLA Tl ON DETALS. BASE STEEL AND THE COATNG. t THE THCKNESS SHOWN REFERS TO THE CLAD SHEET. OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS FHTMPP-1 R-5

44 (OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON PPE DAMETER REQURED PPE CLASS FOR RENFORCED CONCRETE ROUND PPE N CUT SECTONS.MAXMUM FLL HEGHT ABOVE TOP OF PPE 1'T2' 2' THRU 1' 12' 14' 16' 18' 2' 25' 3' 35' 4' 45' 5' RENFORCED CONCRETE ARCH/ELLPTCAL PPE._CLASS A - ll ARCH CLASS HE-111 HORZONTAL ELLPTCAL CLASS VE- VVERTCAL ELLPTCAL APPROXMATE ARCH HORZONTAL VERTCAL 12" V EQUVALENT SZE ELLPTCAL SZE ELLPTCAL SZE 15" n COVER ROUND PPE SPAN x RSE RSE x SPAN RSE x SPAN 18" H H 24" V V V 15" 18" x 11" 12" 1' 27" [ V V V V V V 18" 22" x 13" 14" x 23" 23" x 14" 12" 1' 3" V V V V V V 36" n V V V V V WV WV WV V;V 24" 28" x 18" 19" x 3" 3" x 19" 12" 1' 42" V V V V V/V V/V V/V 3" 36" x 22" 24" x 38" 38" x 24" 12" 1' 48" V V V V V/V V/V V/V 54" V V V V V/V V/V V!V 36" 43" x 26" 29" x 45" 45" x 29" 12" 1' 6" V V V V V;V V/V v v v 42" 51" x 31" 34" x 53" 53" x 34" 12" 1' 66" V V V V V/V V/V v v v 72" H V V V V J:V/V V/V 48" 58" x 36" 38" x 6" 12" 1' 78" V V V V!V V/V 54" 65" x 4" 43" x 68" 68" x 43" 12" 1' 84" H V V V V/V V/V v v v 6" 73" x 45" 48" x 76" 76" x 48" 12" 1' 9" H V V V V V/V 96" H H V V V V;V V/V 66" 53" x 83" 83" x 53" 12" 1' 12" H V V V /V V/V 18" V V V V/V V/V v v v 72" 88" x 54" 58" x 91" 91" x 58" 12" 1' PPE DAMETER 6" x 38" MNMUM MAXMUM COVER 78" 63" x 98" 98" x 63" 12" 1' 84" 12" x 62" 68" x 16" 16" x 68" 12" 1' 9" 115" x 72" 72" x 113" 113" x 72" 12" 1' 96" 122" x 77" 77" x 121" 121" x 77" 12" 1' 12" 82" x 128" 128" x 82" 12" 1' REQURED PPE CLASS FOR 18" 138" x 87'' 87" x 136" 136" x 87'' 12" 1' RENFORCED CONCRETE ROUND PPE N FLL SECTONS 114" 92" x 143" 143" x 92" 12" 1'.MAXMUM FLL HEGHT ABOVE TOP OF PPE 1'TO 2' 2' THRU 1' 12' 14' 16' 18' 2' 25' 3' 35' 4' 45' 5' 12" 97" x 151" 151" x 97" 12" 1' 12" V V V V V 15" V V V l 'V DMENSONS LSTED FOR ARCH PPE N PAY TEMS SHOW TRUNCATED NCHES. 18" V V V V/V v * * * * 24" V V V lv 1. FLL HEGHT DESGNS ARE BASED ON A CLASS B BEDDNG, NEGATVE 27" V V V {tv PROJECTON, HS-2 LVE LOADNG, AND 12 LBS/C.F. SOL WEGHT. 3" V V V '/V 2. MNMUM HEGHT OF COVER FROM TOP OF PPE TO TOP OF 36" V V V V/V v * * * SUBGRADE FOR RENFORCED CONCRETE PPE SHALL BE 12 NCHES. * 42" V V V/V 3. N THE EVENT LOADS N EXCESS OF HS-2 ARE TO BE OPERA TED OVER 48" H V V V/V 54" V V V V/V PHASE, THE CONTRACTOR SHALL PROVDE AND MANTAN A MNMUM 6" V V V!V v * * * OF FOUR FEET OF COVER OVER THE PPE AT WHEEL OR TRACK PATHS. * 4. PROPER NSTALLATON PRACTCES MUST BE ADHERED TO AS SHOWN 66" V V JV/V ON ROADWAY STANDARDS SPl-4, FPl-3 AND SPB-1. 72" V V V/V 78" V V V/V 84" V V V/V v v * * BY THE CONTRACTOR AT HS EXPENSE. SURFACE DSTRESS MUST BE * REPARED TO THE SATSFACTON OF THE ENGNEER. OR REPLACED AT THE CONTRACTOR'S EXPENSE. 9" V V V/V 96" H V V V/V 6. PPE DMENSONS LSTED N TABLES CONFORM TO 25 AASHTO 12" V V V/V DESGNATONS. 18" V V V/V v v * * * OR ADJACENT TO THE PPE NSTALLATON DURNG THE CONSTRUCTON 5. ANY PPE CRACKED PROR TO FNAL ACCEPTANCE SHALL BE REPLACED * * * 7. CLASS V/V RENFORCED CONCRETE PPE SHALL MEET STRENGTH TEST REQUREMENTS OF A MAXMUM 2 POUNDS FOR CLASS V AND 3 POUNDS FOR CLASS V PPE - FORCE PER LNEAR FOOT PER FOOT OF * SPECAL DESGN PPE. DESGN METHOD TO CONFORM TO CURRENT AASHTO STANDARD SPECFCATONS DAMETER TO PRODUCE A.1 NCH CRACK, CONFORMNG TO TEST FOR HGHWAY BRDGES. PROCEDURE REFERENCES N AASHTO M 17. FLL HEGHT MEASURED FROM TOP OF PPE TO TOP OF SUBGRADE. A. ii APPROVED BY l, /,.J.J- U4- U4hlaf /( OADWAYENGNEER f,,t : ROADWAY DESGN DVSON STANDARD 7 DOT FLL HEGHT TABLES & ( CONCRETE PPES) OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS FHTCP-3 1 R-51

45 111=111::=:/ / ll// ii 2" TO 6" NOMNAL SPACNG BETWEEN BOXES (TO BE FLLED WTH A DRY MXTURE OF ONE 4" NOMNAL SPACNG MAY BE FLLED WTH LEAN GROUT - WET MX SACK OF PORTLAND CEMENT PER CY OF SAND). ( ROADWAY BOXES ONLY ) NATURAL GR OUN i---- //!.='//!.=' //!.='/= ( OKLAHOMA DEPARTMENT OF TRANSPORTATON) ST AND ARD REVSONS DESCRPTON '--,--'--=-"-+-- '""'".,..-.'-,_._.,..,._.,-!//!//!// p,:...:...s,:.._;_;,;.;..;:;,;...:...s,.:...:;.,;...:..""-"'--'.,...-: _,_,.... : _..,:-.,.._ -:., :- J_!//!//!// 1::; \..' ;----il #EV;TELABUNUEVyf,E'({NnSUtf,BSU'.'iRNFtAC;(E:(R)REf)MAONVCEEAV\Nli'DrrRfE'-PL'=-'A=C""E---r \:--\:--\:--\-\ 4" CLASS 'B' BEDDNG ( MN. ) PAYMENT TO BE NCLUDED..,,_--'---"-----"----'---'-...::... UNSTABLE MATERAL N ACCORDANCE WTH t N PRCE BD FOR PRECAST (ALONG NEAT LNES OF THE TOP. BOTTOM, AND SDES OF THE BOTTOM SLAB). LMTS OF UNCLASSFED EXCAVATON (FROM THE TOP OF THE B TTOM SLAB AND EXTENDS UPWARDS ALONG NEAT L ES). REQUREMENTS FOR UNCLASSFED AND STRUCTURAL EXCAVATON OFRCBSTORMSEWERS SECTON 51.5 OF THE SPECFCATONS. 4,_,, LMTS OF STRUCTURAL EXCAVATON, UNCL. 4,_,, RENFORCED CONCRETE BOX. (ALONG THEORETCAL LNES AT THE TOP, 4" BELO BOTTOM, AND SDES OF BOTTOM SLAB.) LMTS OF UNCLASSFED EXCAVATON ( FROM THE NVERT ( FLOWLNE ) OF THE BOX UPWARDS ALONG NEAT LNES EXCLUDNG THE LMTS OF STRUCTURAL EXCAVATON, UNCLASSFED) REQUREMENTS FOR EXCAVATON OF PRECAST RCB STORM SEWERS NATURAL GROUND... ' " TO 6" NOMNAL SPACNG BETWEEN BOX(ES) (TO BE FLLED WTH A DRY MXTURE OF ONE SACK OF PORTLAND CEMENT PER CY OF SAND). 4" NOMNAL SPACNG MAY BE FLLED WTH LEAN GROUT - WET MX (ROADWAY BOXES ONLY) NATURAL GROUND LMTS OF STRUCTURAL EXCAVATON UNCLASSFED (ALONG NEAT LNES OF THE TOP. BOTTOM, AND SDES OF THE BOTTOM SLAB). LMTS OF UNCLASSFED EXCAVATON (FROM THE TOP OF THE BOTTOM SLAB AND EXTENDS UPWARDS AND OUT). REQUREMENTS FOR UNCLASSFED AND STRUCTURAL EXCAVATON OF RCB CULVERTS OF ROADWAY AND BRDGE CLASSFCATON (ALONG THEORETCAL LNES AT THE TOP, 4" BELO BOTTOM, AND SDES OF BOTTOM SLAB. ) LMTS OF UNCLASSFED EXCAVATON (FROM THE NVERT ( FLOWLNE) OF THE BOX SLOPNG UP AND OUT.) REQUREMENTS FOR EXCAVATON OF PRECAST RCB CULVERTS OF ROADWAY AND BRDGE CLASSFCATON. Q f- > x (f) (f)...j ::::i ll ll (f) f-...j LMTS OF UNCLASSFED EXCAVATON LMTS OF STRUCTURAL EXCAVATON UNCLASSFED 15" -' PZm LMTS OF UNCLASSFED EXCAVATON LMTS OF STRUCTURAL EXCAVATON (UNCLASSFED) - -CUT EXSTNG CULVERT OFF TO THS LNE BEFORE - EXPOSNG LONG. STEEL TEM 'REMOVAL OF HEADWALL' SHALL NCLUDE STRPPNG CONCRETE AND EXPOSNG STEEL FOR BOND. CUT EXSTNG CUL VERT OFF TO THS LNE BEFORE EXPOSNG LONGTUDNAL STEEL (SKEWED CUT, PARALLEL WTH BACK OF, HEADWALL, MAY BE USED F / / APPROVED BY THE ENGNEER) / / / STRP CONCRETE AND EXPOSE l,- / LONGTUDNAL STEEL TO "" //HERE FOR BOND TEM 'REMOVAL OF HEADWALL' SHALL NCLUDE STRPPNG CONCRETE AND EXPOSNG STEEL FOR BOND. 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. PAYMENT FOR CAST-N-PLACE RENFORCED CONCRETE BOXES WLL BE N CUBC YARDS OF CLASS A OR CLASS AA CONCRETE AND POUNDS OF RENFORCNG STEEL, N ACCORDANCE WTH SECTON 59 AND 511 OF THE SPECFCATONS. 3. PAYMENT FOR PRECAST CONCRETE BOX CULVERTS WLL BE MADE BASED ON THE UNT PRCE BD FOR TEMS AND QUANTTES OF A CAST-N-PLACE BOX OF THE LENGTH REQURED AS DETERMNED BY FELD MEASUREMENTS, AND CONSTRUCTON SHALL BE N ACCORDANCE WTH SECTON 58 OF THE SPECFCATONS. 4. PRECAST CONCRETE BOX SECTONS, USED N LEU OF CAST-N-PLACE CONCRETE BOXES, SHALL MEET MNMUM DESGN REQUREMENTS OF AASHTO M 259 OR M 273, AND ASTM C1433 OR C1577, AND JONT FLLER SHALL MEET THE REQUREMENTS OF SUBSECTON B OF THE SPECFCATONS. BASS OF PAYMENT TEM NO. TEM 22(A) UNCLASSFED EXCAVATON 51 (Al STRUCTURAL EXCAVATON UNCLASSFED 619 ( B) REMOVAL OF HEADWALL UNT CY CY EA AL TERNA TE METHOD FOR EXTENDNG 9 BOXES AL TERNA TE METHOD FOR EXTENDNG SKEWED BOXES PLAN VEW OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS SBl-4 2 R-52

46 (OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON NSTALLATON TECHNQUE: ( 12" DAMETER OR SMALLER) TYPCAL COUPLNG FOR PVC PPE UNDERDRAN 1/4 SECTON REMOVED NOTE: PERFORATONS o/ie" (MN.) -%" (MAX.) TO BE PLACED AT 3" CC <i D _J co -t-----j-- ii' > <> - - '> TYPCAL CORRUGATED COUPLNG OR AN APPROVED EQUAL J,._ -,._ - - <> <i D _J co ii' > n <.Pl:'" i>-- :::::, 1// --- ><l\ton C::C::f-l/\ 4" BE SPACED EVENLY ALONG THE LENGTH WTH MN. OPENNG AREA (MN.) OF 1. SO. NCHES PER LNEAR FOOT i-- PERFORATED PPE UNDERDRAN, WHEN NSTALLED N A TRENCH, SHALL BE BEDDED ON 4" OF COARSE COVER AGGREGATE. THE NSTALLED PPE SHALL THEN BE CAREFULLY BACKFLLED WTH THE REMANNG COARSE COVER AGGREGATE TO 6" ABOVE THE TOP OF THE PPE. FLTER SAND SHALL BE NSTALLED TO APPROXMATELY 6" BELOW THE ORGNAL NATURAL GROUND AS APPROVED BY THE ENGNEER. THE LA YER OF COARSE COVER AGGREGATE SHALL BE PAD FOR AS PPE UNDERDRAN COVER MATERAL AND SHALL CONFORM TO SEC FLTER SAND SHALL BE PAD FOR AS CLASS C STANDARD BEDDNG MATERAL AND SHALL CONFORM TO SEC NON-PERFORATED PPE UNDERDRAN, WHEN NSTALLED N A TRENCH, SHALL BE BEDDED N A 4" LAYER CONSSTNG OF COARSE AGGREGATE COVER MA TER AL OR A 5-5 MX OF COARSE AGGREGATE COVER MA TER AL AND FLTER SAND. THS LA YER OF COVER MA TER AL SHALL CONFORM TO SEC. 73.6, AND SHALL BE PAD FOR AS PPE UNDERDRAN COVER MATERAL. THE REMANNG BACKFLL MAY BE NATVE SOL REMOVED N THE TRENCHNG OPERATON, FLTER SAND OR BACKFLLED ACCORDNG TO THE ENGNEER. COST TO BE NCLUDED N OTHER TEMS OF WORK. SEE GENERAL NOTE NUMBERS 5 & ALL CONSTRUCTON AND MA TER AL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. THE EXTENT, LOCATON AND DEPTH OF DRANS MAY BE ADJUSTED BY THE ENGNEER TO SUT CONDTONS FOUND DURNG CONSTRUCTON. RODENT SCREEN TO BE GALVANZED AFTER FORMNG 3. COST OF ALL FTTNGS TO BE NCLUDED N THE PRCE BD PER LNEAR FOOT OF PPE UNDERDRAN. 4. FOR PPE UNDERDRAN OF UP TO 12" N DAMETER, W = 24" WTHOUT SHEETNG AND SHORNG. W = 36" WHEN SHEETNG AND SHORNG S USED. SEE ROADWAY STANDARD SPl-4 FOR SHEETNG & SHORNG NOTES. 5. FOR PPE UNDERDRAN LARGER THAN 12" N DAMETER, SEE ROADWAY STANDARD SPl-4 FOR ADDTONAL TRENCH EXCAVATON DETALS. PRESS FT NTO OUTLET END OF LATERAL WTH OPEN END TOWARDS DTCH/SLOPE TYPCAL RODENT SCREEN POLYVNYL (PVC) PPE UNDERDRAN CORRUGATED POLYETHYLENE PPE UNDERDRAN 6. NON-PERFORATED UNDERDRAN PPES, LARGER THAN 12", SHALL BE TREATED AS PPE CONDUTS:.E., PAY TEMS SHALL CONSST OF TRENCH EXCAVATON AND BEDDNG MATERAL. SEE STANDARD SPB MATERALS SHOWN HERE ARE TYPCAL ONLY AND ARE NOT THE ONLY CHOCE FOR SUBSURFACE DRANAGE PURPOSES. 8. OUTLET OPENNG SHALL HAVE NSTALLED A REMOVABLE RODENT SCREEN HAVNG A WRE MESH DESGN &.23" to.5" ( NOM.J SQUARE OPENNGS. SCREEN MATERAL MAY BE STANLESS STEEL OR GALVANZED WTH WRE THCKNESS OF BETWEEN.23" &.38", AFTER SHAPNG AND FABRCATON. RODENT SCREEN DESGN SHALL BE APPROVED BY THE ENGNEER. 9. THE FNAL SECTON OF THE OUTLET LATERAL CONDUT SHALL BE NON PERFORA TED, SCHEDULE 4 OR TYPES HGH DENSTY POLYETHYLENE AND A MNMUM 2'-" N LENGTH, NCLUDNG COUPLNGS. 6" AVG. HEGHT OF FNE MPERVOUS FLL MA TER AL 6" AVG. HEGHT OF FNE MPERVOUS FLL MATERAL' 1. FOR DETALS OF OUTLET LATERAL HEADWALL, SEE ROADWAY STANDARD PED-3. COARSE COVER AGGREGATE (SEC. 73.6) < :, > :-: :' >: < : < > :-:, > :-: << >... >>>>>>:<<< _j f- 2 _J 63 (fj co 1-- (fj D (f) (f) _J BASS OF PAYMENT TEM NO. TEM UNT 613 ( H) _. PERFORATED PPE UNDERDRAN ROUND LF 613 ( ) _. NON-PERFORATED PPE UNDERDRAN RND. LF 613( Q) OUTLET LATERAL HEADWALL EA 613 ( T) STANDARD BEDDNG MA TER AL, CLASS C CY 613 ( U) PPE UNDERDRAN COVER MATERAL CY 613 ( Vl TRENCH EXCAVATON CY DMENSON TO BE SPECFED N NCHES PLACEMENT OF UNDERDRAN AT BACK OF RETANNG WALL DETAL TRENCH EXCAVATON PERFORATED PPE UNDERDRAN NSTALLATONS * PPE UNDERDRAN COVER MA TER AL DETAL TRENCH EXCAVATON NON-PERFORATED PPE UNDERDRAN NSTALLATONS " PPE UNDERDRAN COVER MA TER AL OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS PUD-3 2 R-53

47 A l r-b2 B2 PLAN OF DOUBLE SDED NLET (TYPE ) N LONGTUDNAL BARRER P.C. CONC. Bl 17'-2" PLAN OF SNGLE SDED NLET (TYPE ) N LONGTUDNAL BARRER DELNEA TORS SHALL BE PLACED AT 5'-" CENTERS ALONG TOP OF MEDAN BARRER DRECTON OF TRAFFC 3'-" SNGLE OPENNG 6'-" DOUBLE OPENNG CMAX) 2X2" B LOW NORMAL GUTTER SECTON A-A PLAN OF DELNEATOR PLACEMENT RCPSZE 18"RCP 24" RCP 3" RCP 8" MN. DEPTH 2' - 8" 3' -2" 3' LNE OF SYMMETRY A FORSUMP AREAS N "' j STEEL PLATE DETAL. i'--, "' i\aas& LONGTUDNAL BARRER DESGN 1 f-----"l '---l 6" '-" 3'-" SECTON B2-B2 BAR A NOTE: SEE ROADWAY STDS. SSF-4 & CG-3 FOR AVALABLE NLET FRAME & GRATES TO BE USED ON SNGLE (TYPE ) OR DOUBLE (TYPE ) SDED NLETS. N "' 8" LONGTUDNAL BARRER DESGN 1 8" f-----l_j ----'--41 6" L--3' -5,' J1 SECTON B1-B1 6 DESGN 1 2 _l SECTON D-D 3". DES. 1 QUANTTES FT " CONC. CCY) STEEL (LBS) SECTON E-E D:'. BENDNG DAGRAM BAR C C J-HOOK )@1" CC :;;; - :r: f- 3: UMN.) GRADE DFF. OVER AU "THRU 18" 54" 47" 19" THRU24" 6" " THRU 3" 67'' 59" 31" THRU 36" 73" _J (]] '.:1: D:'. > >, NOTE: FOR GRADE DFFERENCE OF O" TO 11" BETWEEN OPPOSTE SDES OF BARRER, NO ADDTONAL RENFORCEMENT S REQURED. BARC ( J-HOOK) #5 RENF. BARS SPC.@1" CC DFF. N GRADE OF 12" THRU 36" BENDNG DAGRAM BARS A & B ci _J p N.. ' p VAR. p " BARB LENGTH OF TRANSTON ON 51 TAPER APPROACH BRDGE 22'-11" SOLD SLAB CONC. TRANSTON SEE SECT. C-C FOR RENFORCNG STEEL v SURFACED / <> <"< SHOULDER c \3/4" EXPANSON/ JONT c-.-j 3/4" EXPANSONf/ l < >JONTS WTWO <>.<> SMOOTH #6 BARS 18" LONG DETAL OF TRANSTON SECTON AT BRDGE ENDS LENGTH OF TRANSTON OF 24 1 TAPER PER PROTECTON AS 11'-" SOLD SHOWN N PLANS (NEW PER) CONC. TRANSTON SEE SECT. C-C FOR RENFORCNG STEEL v <> SURFACED/ <>.<> PER / SHOULDER /COLUMN c <> ADDTONAL 8-#5 CONTNUOUS RENFORCNG BARS 12" VERT. SPACNG DFF. N GRADE 12" THRU 36" NOTE: ALL VERTCAL STRRUP & HORZONTAL RENFORCNG STEEL SHAL OVERLAP A MNMUM OF 24" AT SPLCES AND HAVE 2" CLEARANCE (MN.) FROM RENFORCNG STEEL TO NEAR FACE id Q f !- x > _J x (]] s _J C2 s id > bi "' ' D:'. _J CJ (]] _J - OJX C2 "" - ::;: o::_ = > D:'. > LL LL DESGN 1-A TRANSTON SECTON "' GRADE ELEVATON j f 11 "1" c 2'-" EDGE OF OMT DVDER STRP DRVNG LANE & BACKFLL (EXST. PER) Tf DETAL OF TRANSTON SECTON AT BRDGE PERS 1'-" D PROFLE LONGTUDNAL BARRER END SECTON (ONE PLACED AT EACH END OF CONCRETE LONGTUDNAL BARRER RUNS) LONGTUDNAL BARRER DESGN 1-A QUANTTES DFFERENTAL GRADE SECTON DFFERENCE TOTAL HORZ. BARB BARC TOTAL N CONCRETE RENF. #5BAR #5BAR RENF. GRADE CU.YDS. QUANTTY ELEVATON PER LF EACH NCHES NCHES LBS.LF l" " " " " " " " " " " " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " l<ill81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ " @81 2@ /4" PREMOLDED EXPANSON MATERAL: 314" CHAMFER ON ALL EDGES : FLEX. OR.RiGD SURF.' DETAL EXPANSON JONT #5-BARS TO BE USED N THS SECTON SECTON C-C ( OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON VARABLE ( 6" MN.) <.J <l: 4" CONC. DV. STRP ON BRDGE PER TRANSTON ONLY 112" EXPANSON JONT BACKFLL WTH SAND ON TRANSTONS 1. ALL CONSTRUCTON AND MA TER AL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. PRCE BD SHALL NCLUDE PAYMENT FOR MATERALS, LABOR, PPE SLEEVES. EXPANSON JONTS AND ALL NCDENTALS NECESSARY TO COMPLETE THE NSTALLATON. 3. FOR DETALS OF LONGTUDNAL BARRER MOUNTED LGHT POLE BASES AND NSTALLATONS, SEE TRAFFC STANDARD BMFl LONGTUDNAL BARRER SHALL BE MEASURED FOR PAYMENT AS CONTNUOUS BARRER. PAYMENT FOR LGHT POLE FOOTNGS TO BE NCLUDED N OTHER TEMS OF WORK. 5. WHEN LONGTUDNAL BARRER S PLACED ON FLEXBLE BASE OR SURFACNG, CONTRACTON JONTS OR CHAMFERS ARE REQURED AT MAX. 2 FT. CC SPACNG AND EXPANSON JONTS ARE REQURED AT MAX. 2 FT. CC SPACNG. WHEN THE LONGTUDNAL BARRER S PLACED ON P.C. CONCRETE SURFACNG THE JONTS SHALL MATCH THE JONTS ON THE RGD SURFACNG. SAW-CUT JONTS WTHN 1 HOURS OF BARRER PLACEMENT. 6. WHEN LONGTUDNAL BARRER S CONSTRUCTED OR EXSTS PROR TO CONSTRUCTON OF ADJACENT SHOULDERS OR OVERLAYS, THE SHOULDER LA YER NG SHALL NOT ALTER THE ORGNAL TRAFFC SDE GEOMETRY OF THE LONGTUDNAL BARRER. 7. DELNEATOR UNTS SHALL BE PLACED ON MEDAN BARRER ACCORDNG TO TRAFFC STANDARD DUl-1. ALL COST OF NSTALLATON SHALL BE NCLUDED N UNT PRCE BD OF TRAFFC PAY TEM BARRER DELNEATORS. 8. AN ALTERNATE DESGN (NCLUDNG PRECAST) CONCRETE LONGTUDNAL BARRER. MEETNG NCHRP 35 REQUREMENTS, MAY BE USED WHEN APPROVED BY THE ENGNEER. 9. WALLS OF NLETS MAY BE MADE OF BRCK MASONRY OR OF CLASS A CONCRETE, TO THE SAME DMENSONS. PRCE OF -BEAM, FRAMES & GRATES SHALL BE NCLUDED N PRCE BD OF NLET. WELDNG SHALL BE PER CURRENT AWS D. STRUCTURAL WELDNG CODE. BASS OF PAYMENT TEM NO. TEM UNT 627(A) CONCRETE LONGTUDNAL BARRER DESGN 1 LF 627 (B) CONCRETE LONGTUDNAL BARRER END SECTON EA 59 ( B) CLASS A CONCRETE (LONG.BAR.DES.1-A) CY 511 (A) RENFORCNG STEEL LBS 611 CG) NLET - LONGTUDNAL BARRER - TYPE, DES.[;iii EA 611 (G) NLET - LONGTUDNAL BARRER - TYPE, DES[;iii EA [;iii SPECFY DESGN 1 (SNGLE FRAME & GRATE) OR 2 (DOUBLE FRAME & GRATE) OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS CLB-1 2 R-59

48 (OKLAHOMA DEPART!ENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON ll SPEED FACTOR MAY BE DESGN SPEED, OBSERVED SPEED OR ASSGNED SPEED BASED UPON PREDCTABLE GROWTH FACTORS OR PENDNG MPROVEMENTS. THRU DA THRU D ROAD ROAD SPEED SPEED Ol MPH MNMUM DESRABLE ll MPH MNMUM DESRABLE ::;; 35 65' 2' ::;; 35 65' 1' ' 233' ' 133' ' 267' ' 167' ' 295' ' 2' DODD DODD DC OS NORMAL MNMUM NORMAL MNMUM 1' 65' 15' 1' THROUGH ROAD HGHWAY TYPE AND TRAFFC CONDTONS RURAL HGHWAY ADT OVER 1, VPD RURAL HGHWAY ADT 1,5 TO 1, VPD RURAL HGHWAY ADT 4 TO 1,5 VPD RURAL ROAD ADT UNDER 4 VPD RURAL ROAD ADT UNDER 5 VPD SPEED 4 MPH OR LESS RESDENTAL STREET WTHOUT CURB OR ALL-WEATHER SHOULDER CURBED STREET OFFSET TABLE WDTH OF ALL-WEATHER SURFACE OF TURNOUT OR AVALABLE SHOULDER AT MALBOX PREFERRED MNMUM 12' 8' 12' 8' 1' 8' 8' 6' 6' 2' 6' NOT APPLCABLE ADT-AVERAGE DALY TRAFFC, THROUGH ROAD ONLY VPD-VEHCLES PER DAY F TURNOUT S PROVDED, THS MAY BE REDUCED TO ZERO. DST ANGE ROADSDE FACE OF MALBOX S TO BE OFFSET BEHND EDGE OF TURNOUT OR USABLE SHOULDER PREFERRED MNMUM 8"TO 12" 8"TO 12" 8"TO 12" 8"TO 12" 1" 8"TO 12" 8"TO 12" 1". 8"TO 12" 6" BEHND FACE BEHND FACE OF CURB OF CURB A MALBOX DMENSONS & SZES MALBOX DESGN TYPE 1 1-A 2 DMENSONS ( NOM.) LENGTH WDTH HEGHT 19" 6112" 21" 8" " 11112" WOODEN POST 8112" 1 112" 13112" Gil APPROVED MALBOX MALBOX NSTALLATON - SNGLE WOODEN POST SUPPORT & BRACKET ASSEMBLY DETALS SUGGESTED MNMUM CLEARANCE DSTANCES TO NEAREST MALBOX N MAL STOPS AT NTERSECTONS [;iii APPROVED MALBOX q;_roadway 16-5" (MN.) q;_ OF FRST BOX VARABLE DRECTON.,. OF TRAFFC 6'-7" (MN.) MAL STOP TURNOUT DETAL OF LAST BOX... RECOMMENDED MNMUM SPACNG S 314 OF THE DMENSON FROM THE GROUND LNE TO THE BOTTOM OF THE MALBOX FOR SUGGESTED WDTH ( W ) SEE OFFSET TABLE 1 -E-DG-E-OF-S-HOLJLDER 4 r-o-, r-a-p - -/ :o=--' \\'2.,o \ EDGE OF ROADWAY 2 TO 1 TAPER EDGE OF SHOULDER \ L J ER ' _,,.-?.. RAMP TURNOUT [}[] [}[] [}[] RAMP TURNOUT HNGEPONT GEPO 16'-5" (MN.) VARABLE6'-7" (MN.) MAL STOP LAYOUT FOR ROADS CARRYNG TRAFFC AT 4 MPH OR LESS OR FOR LOCAL AND COLLECTOR ROADS FOR SUGGESTED WDTH ( W ) SEE OFFSET TABLE q;_roadway SEE MAL STOP TURNOUT DETAL FOR NFORMATON ABOUT MALBOX SPACNG. EDGE OF ROADWAY /-:s: EoGEOFSHOULDBV"' ;T1TAPER \2 TO 1 TAPER RAMP TURNOUT [}[] }[] }[] RAMP TUR;?c;UT HNGEPONT HNGEPONT SEE MAL STOP TURNOUT L - J L - _J DETAL FOR NFORMATON 16-5" (MN.) VARABLE 6'-7" (MN.) ABOUT MALBOX SPACNG. MAL STOP LAYOUT ROADS CARRYNG TRAFFC AT SPEED OVER 4 MPH WOODEN POST MALBOX NSTALLATON - MULTPLE (DOUBLE OR TWN BOX) POST SPACNG DETAL MULTPLE BOX NSTALLATON SNGLE POST SERES ----t-.-!---1,!'em v SEC A-A MALBOX NSTALLATON - MULTPLE (MULTPLE BOX SUPPORT DETALS) MAXMUM NUMBER OF MALBOXES= 5 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. MALBOX NSTALLATON, SNGLE OR MULTPLE TYPE, SHALL BE OF A DESGN AND MATERAL THAT HAS BEEN CRASH TESTED AND APPROVED. OTHER DESGNS OR MALBOX TYPES SHALL BE SUBMTTED TO THE ENGNEER FOR APPROVAL. 3. F MALBOX S NSTALLED N AN AREA WTH GUARDRAL, MALBOX AND/OR POST ASSEMBLY SHOULD BE BEHND OR FLUSH WTH FACE OF RAL. 4. PRODUCER AND CONTRACTOR SHALL AVOD PA TENT NFRNGEMENT OF THE MALBOX SUPPORT ASSEMBLY AND SHALL SAVE THE STATE HARMLESS N THE USE OF ANY MALBOX SUPPORT ASSEMBLY. 5. AL TERNA TE WOODEN POST SUPPORT NSTALLATONS MAY BE USED N LEU OF MET AL PPE SUPPORT UNTS F WOODEN COMPONENTS CONFORM TO CURRENT SPECFCATONS. 6. PRCE OF EACH MALBOX NSTALLATON, SNGLE OR MULTPLE, NCLUDES PAYMENT FOR NSTALLATON OF THE POST SYSTEM, SUPPORT POST, ALL ATTACHMENT HARDWARE AND MOUNTNG OF THE MALBOX. PAYMENT FOR THE MALBOX WLL BE PAD FOR BY THE EACH AND SEP ARA TEL Y FROM THE SUPPORT SYSTEM. 7. F MALBOX S NSTALLED BEHND CURB, ANY SDEWALKS WLL REQURE A MNMUM 3'-" OF USABLE SPACE BEHND THE MALBOX. BASS OF PAYMENT TEM NO. TEM UNT 629 (A) MALBOX NSTALLATON - SNGLE EA 629 ( B) MALBOX NSTALLATON - MULTPLE EA 629 (C) MALBOX EA 629 () REMOVAL OF MALBOX NSTALLATON EA 629 ( E) REMOVE AND RESET MALBOX EA MALBOX DESGN TYPE(S) AND LOCA TON(S) SHALL BE SPECFED N THE PLANS. OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS Ml-3 R-62

49 (OKLAHOMA DEPARTMENT OFTRANSPORTATJON) STANDARD REVSONS DESCRPTON 31_11 WDTH 31_11 TACK COAT TOP SURFACE COURSE TO BE THE SAME AS TOP SURFACE OF ROAD SHOULDERS SURFACE TO BE THE SAME AS THE ROADWAY SHOULDER, EXCEPT BASE COURSE SHALL NOT EXCEED 5 NCHES THCK. BASE COURSE TO BE THE SAME AS BASE OF ROAD SHOULDER, EXCEPT T SHALL NOT EXCEED 5 NCHES THCK.A. THS AREA TO BE BACKFLLED AND COMPACTED COST TO BE NCLUDED N OTHER TEMS OF WORK. SLOPE -2% FOR 16' (DESRABLE) (-8, ALLOWABLE) LMTS OF PRME COAT 31_11 GRADNG WDTH TYPCAL SECTON OF ASPHALT RETURN/DRVE --2% WDTH 3" TRAFFC BOUND SURFACE COURSE GRADNG WDTH. ()fill SLOPE NOTES: FLL SLOPE AS SHOWN N TYPCAL SECTONS SHALL NOT EXCEED: *1:3 SLOPE OUTSDE HGHWAY CLEARZONE '1:4 SLOPE NSDE HGHWAY CLEARZONE WTHN THE HGHWAY CLEARZONE, ADJUST SLOPE OF TRAFFC APPROACH END TO 1:1 FOR DVDED HGHWAYS AND 1:6 FOR UNDVDED HGHWAYS.... /' REFER TO ROADWAY ST AND ARDS FHTMP-5 OR FHTCP-3 FOR MN. COVER REQUREMENTS PROFLE OF TYPCAL ASPHALT RETURN/DRVE ON ROADWAY CUT SECTON SLOPE -2% FOR 16' (DESRABLE) (-8% ALLOWABLE) 13" TRAFFC BOUND SURFACE COARSE 3\=:=::====-==:= < -= Z S =ts:=s:: TYPCAL SECTON OF T.B.S.C. RETURN/DRVE PROFLE OF TYPCAL T.B.S.C. RETURN/DRVE ON ROADWAY FLL SECTON SURFACE TO R/W OR TO END OF RETURN F BEYOND EXTENSON OF PERMANENT HGHWAY RGHT-OF-WAY LNE. / ---- / WDTH MN.} WDTH PERMANENT HGHWAY RGHT-OF-WAY \ \ \ \ ' \ t:o. «:- \ " "" SECTON LNE OR DRVE WTH CURVED ALGNMENT RADUS OF CENTERLNE 11' DESRABLE FOR SECTON LNES 4' DESRABLE FOR DRVES WHEN TRUCKS OR FARM EQUPMENT ARE ANTCPATED, FOR THE FOLLOWNG RADUS, USE THE APPROPRATE MN. WDTH OF DRVE: CURVE RADUS MN. WDTH 1' 14' 75' 16' 5' 18' 4' 2' USEFUL ABBREVATONS FOR PLAN SHEETS: ASPH.... ASPHALT T.8.S.C..... TRAFFC BOUND SURFACE COARSE CONG..... CONCRETE SEC. RET... SECTON LNE RETURN FELD ENT FELD ENTRANCE PVT. DRVE... PRVATEDRVE COMM. DRVE..... COMMERCAL DRVE W/S.D... WTH SDE DRAN AS DKE AS DKE ACROSS DTCH PLAN TYPCAL SECTON LNE RETURN PLAN TYPCAL DRVE ON SKEW PROPOSED DRVES AND RETURNS SHALL MATCH EXSTNG EXCEPT WHEN SKEW ANGLE EXCEEDS 2 DEGREES; T S THEN DESRED TO SHFT THE LOCATON AND CONSTRUCT USNG CURVED ALGNMENT OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS RDl-3 R-63

50 (OKLAHOMA DEPARTMENT OF TRANSPORTATON) ST AND ARD REVSONS DESCRPTON NORMAL 8'-" BOTTOM DTCH ----ROADWAY 4'-" TO 8'-" VAR. OVERLAP LAYERS 12" (TYPCAL) W/U-SHAPED STAPLE CURTAN WALL SECTON A-A DESGN NO. 1 NORMAL 8'-" BOTTOM DTCH SECTON A-A DESGN NO. 2 CURTAN WALL FLOW DREC ion._ SPLCE JONT CURTAN WALL CURTAN W LL CURTAN WALL CONSTRUCT CURTAN WALLS AT 1' MAXMUM SPACNjj LONGTUDNAL SECTON WTH CURTAN WALLS DTCH LNER PROTECTON (EXCELSOR MAT OPTON) BACKFLL OVER PAVED DTCH WHEN NEEDED THE PLANS WLL SPECFY ADDTONAL' EROSON PROTECTON AT END OF DTCHES BACKFLL OVER PAVED DTCH CURTAN WALL CONSTRUCT CURTAN WALLS AT 1' MAXMUM SPACNjj OPTONAL LONGTUDNAL SECTON WTH BURED ENDS (BURED ENDS SHALL NOT BE USED ADJACENT TO DRANAGE STRUCTURES) DTCH LNER PROTECTON (SOLD SLAB SOD OPTON) DESGN NO. 1 - A PAVED PLOT DTCH TO BE PLACED 6" BELOW THE NORMAL FLOWLNE AND N THE CENTER OF A STANDARD DTCH DESGN NO. 2-A DTCH THAT S PAVED AND HAVNG THE SAME FLOWLNE AS A STANDARD UNPAVED DTCH QUANTTES OF CLASS C CONCRETE PER LF OF PAVED DTCH QUANTTES N CUBC YARDS DESGN NO. 1 DESGN NO ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. ALL COST OF ADDTONAL BORROW OR EXCAVATON. REQURED FOR NSTALLNG PAVED DTCH, SHALL BE NCLUDED N PRCE BD FOR CLASS C CONCRETE. 3. THE DTCH SHALL BE WATERED. AND COMPACTED. BEFORE PLACNG CLASS C CONCRETE. 4. DTCH LNER PROTECTON MAY BE ETHER EXCELSOR MAT. OR SOLD SLAB SOD, AND SHALL BE MEASURED BY THE LNEAR FOOT OF DTCH (PAVED DTCH). N PLACE. BOTTOM WDTH _ ' _11 T K K e VARABLE AS SHOWN ON PLANS K DESGN 2A = 1:3 SLOPES K DESGN 28 = 1:2 SLOPES Kl DESGN 2C = 1:1 SLOPES K cri N cri ro N crio N BASS OF PAYMENT TEM NO. TEM 59 () CLASS C CONCRETE 229 DTCH LNER PROTECTON UNT CY LF TOTAL CLASS C CONC.=( LENGTH OF PAVED DTCH) ( K1) + (NO. OF CURT. WALLS) ( K2) K1=CU. YDS. OF CONCRETE PER LNEAR FOOT K2=CU. YDS. OF CONCRETE PER CURTAN WALL OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS DC-3 2 R-64

51 CONDTON CROSS SECTON DROP-OFF TREA TMHH SGN DFFERENTAL RECOMMENDED CLEAR ZONE DSTANCE (FT.) FOR CONSTRUCTON WORK ZONES DESGN SPEED FU SLOPES lv'.1-1l 1:5TO 14 t3- l':'j. CUT SLOPES V:Hl 1:4 TO i'.5 TREATM'ENT1 ' NO \VEDGE RE:::llJREO \SFE 4J a l(l 4 6 R ' 6 B m 12., ' llj * 18* q 5 15.! 5 '!l s g Kl t T e?:- H) e tl lo 1 l !O H 12 12!3 TREATMENT2 3) H:J 5 5 S ;o PRACTCALTY AND TO PROVDE ALL DS r ANCES ARE.ASUf'ED rnom frle!"oge OF THE DRJVNG U\N. FOR CLEAR ZONES. THE 'DESlGN A.Dr ;t.l BE THE ror,\l ADi ON WO-W.AY ROADWAYS MD DRECTONAL ADT ON ONt-WAY RO<DWAYS V.H = VERT1CAL: HORZONTAL TREATMENT 3 NO 'i\'edge RE.QiJfRED SOlDER DROP-Off EDGEOROf'-OFF TREATMENTS SHOWN ON THS STANDARD. ARE 11'!1'ENDED FOR TEMPORARY DROP-OFFS N CONSTRUCTlON WORK ZONES. 2. DELNEA T!ON DEVCES, ANO WARNNG DEVCES WLL BE REQUHEO N ACCORDANCE WfTHM.u.r.c.u AND AfPLCABLE TRAFFC STANDARDS EDGE DROP OFF SC{>lS TO REMA!N in PLACF L'TlL PERM;'.\N!"NT SH<..'X;.DER SH.;.\PlNG S COMPLETE. 4. UNEVEN LANES SGNS TO REMAJN!N PLACE LiNTL THS SffE CG'NDrTON S NO LONGE'< VAUD. 5 Ti.fE fou.owing ARE THE ONLY ACCEPTABLE Dtl.!Nt:AT!Oil DEVCES FOH DROP-OFF APPUCA TONS. AND SHALL BE PLACED ON TOP Of PAVEMENT SlJ'RfACE: A DRU1'1S B. COl\'ES C. TUBULAR MAR.."\ERS D VERTCAL Pi.\NELS 6. ALL WEOGES FOR DROP-Off TREATMENTS. SHALL BE ST ABiLE ANC COMPACTCD MA TERlAL CAPABLE or SlPf'ORTlNG TRAJ'.'FlC 7. THE CONTRACTOR MAY USE jreatment ltc: LEU Of WEDGE TRE;\ TMENT WHEN ALTERNATE CONSTRUCTCN..'ffiAFFC CONTROL PLANS. ARE APPROVED BY THE 8\iGiNfER, TREA T!v'!ENT 4 1. WORKNG HOURS ARE DEFfNEO AS WHEN WORKERS ARE PHESENT AND WORKNG ON CONSTRUCTON RELATED!TEMS AND ln AN AREA WHERE EDGE DROP OFFS NEED ro BE RED!JC!'D OR REMOVED. 11. TREATMENT 5 OKLAHOMA OEPARTM l'-'f Of TRANSPORTATON 29 SPECFGA T!ONS PDT 1 R--65

52 ( OKLAHOMA DEPARB!ENT OF TRfu'!SPORTATJON) STRETCHER POST SYSTEM CORNER/END POST SYSTE 7'-6" 7'-6" USE 2-4dNALS OR AT EACH CONNECTON. TOP WR 1'-" TYPCAL (OUTSDE CURVE) STANDARD REVSONS DESCRPTON DA TE WOOD LNE POST DETAL END, CORNER AND STRETCHER POST DETAL USE STRETCHER DETALS AT ALL CORNERS, BENDS N R/W, HLL TOPS, N VALLEYS OR DEEP DEPRESSONS AND AT 5'-" MAXMUM SPACNG USE END POSTS FOR CROSS FENCE CONNECTONS. CORNER, END & STRETCHER POSTS TO BE 7" DA. (NOM.) x 8'-" LG. WOOD POST OR 3 1/2" DA. x 8'-" LG. GAL V. STEEL POST,,,,,_<e--- 7" DA.(NOM.) WOOD POST or=: ::::!:;;::l"l!l=;:!':o !-+- 8 '::! --t-++t--+- ::J --t-++t--+- f- > !-+- --t-++t--+- f !-+- (/) a: !-+- DETAL "G" DETAL "H" :::::'.:::j:;'.j:::'.:;: ta F 3112" DA. x 8'-" LONG GALV. STEEL (SCH. 4) PPE S USED AS ALTERNATVE POST ( ), THEN 2" DA. GALV. STEEL PPES (SCH. 4) WLL BE USED AS BRACNG AND A TT ACHED USNG STANDARD CHAN LNK FENCE HARDWARE MEETNG THE REQUREMENTS OF AASHTO M 181 AND ASTM A53. SEE CHANLNK DETALS ON ROADWAY STANDARD RWF3-2. BARBEDWRE BARBED WRE & TOP OF WOVEN WRE TED WTH.125" DA. GALV. WRE AT MDPONT BETWEEN LNE POSTS. x- :=111!.c. G 1-1" = 5' "" i\j 9 coo... STEEL 11 11_ = ?J 11 11'" WOOD LNE POSTS HOLES FOR WOOD LNE POSTS SHALL BE DRLLED 8" DAMETER OR POST MAY BE OR VEN. CORNER, STRETCHER, GA TE, OR END POST HOLE SHALL BE 18" DA. (MN.) REQURES CONCRETE FOOTNG 1'-3" TYPCAL ONSDE CURVE) TYPCAL PLACEMENT FOR FENCE ALONG CURVES (WHEN R/W RADUS S LESS THAN 5') CHORD LENGTH GRAPH 45:' / / 4' 35' / %" x 9" THREADED a: / EYE BOLT J_ 3' 25' / gs 2' / / 15' v CL 1' 5' SUSPENSON DETAL LENGTH 1',_._... 2' 3' 4' 5' 6' 7' 8' 9' RGHT-OF-WAY FENCE MEASURED TO HERE STD.END POSTS< ) RGHT-OF-WAY FENCE MEASURED TO HERE STD. END POSTS( ) HNGE a STD. SNGLE GATE UNT 18' MAX. WHEN SNGLE GA TE S USED "'LATCH SEE DETAL SEE DETAL" "' NOTE - HNGES AND LATCH MAY BE REVERSED. SNGLE GATE STD. DOUBLE GA TE UNT STD. END POSTS< ) 12' MAX. WHEN DOUBLE GATE 12' MAX. WHEN DOUBLE GATE S USED LATCH S USED SEE DETAL GA TES MAY BE LOCATED AT ETHER SDE OF LMTS OF ACCESS LMTS OF ACCESS (WHERE APPLCABLE) DOUBLE GATE GA TE LATCH SHALL BE GALVANZED AFTER FABRCATON. AN AL TERNA TE TYPE LATCH MAY BE USED F APPROVED - BY THE ENGNEER. GATE LATCH BAR & HNGE PN SHALL BE MANUFACTURED FRO #4 PLAN RENFORCNG BAR TO CONFORM TO AASHTO M 31 THS DMENSON TO BE SET TO CLEAR CORNER CONNECTOR OR GA TE FRAME TYPCAL GATE LATCH DETAL GATE POST GA TE DETALS RGHT-OF-WAY FENCE MEASURED TO HERE VARABLE VARABLE STD.END POSTS< > 1,1 LMTS OF NO ACCESS (WHERE APPLCABLE) STD. END POSTS( ) HNGE STANDARD GAL VAN ZED%" x 8" LONG BOLT & NUT W/PLAN WASHER ON GALV. %" x 4" LONG LAG SCREW. J(;" x 1%" x 4" HNGE PLATE SHALL CONFORM TO ASTM A 47 OR A 36 SLEEVE WELDED TO HNGE PLATE MADE FROM 112" D PPE WELD )2" DA. HNGE PN, GALV. GA TE LATCH BAR SHALL BE BENT AROUND HNGE PN AS SHOWN & WELDED RGHT-OF-WAY FENCE MEASURED TO HERE VARABLE SEE FAN POST DETALS PLAN STD. END POSTS( ) BARB. WRE AT 6" CC AS REQURED ON UPSTREAM SDE OF POST. 45 SUGGESTED ANGLE. ACTUAL ANGLE AS SHOWN ON PLANS OR AS DRECTED BY THE ENGNEER. WHERE REQURED. PROPERTY OWNER SHALL CONSTRUCT AND MANTAN AT HS OWN EXPENSE FENCNG AND/OR WATER GA TE ETWEEN CORNER POSTS. THE FLOW SHALL NOT BE RESTRCTED. SEE CORNER DETAL NOTE: WHEN FENCNG & NOTE: AT CULVERT CULVERTS ARE PART OF THE SAME LOCATONS, TYPE OF 1 CONTRACT AND FENCNG S TED RCGOHNTN-EOCFT-WOANYUFSEENDCSEHALL TO WNGS OF CULVERT, EYE BOLTS SHALL BE PLACED WHEN CULVERT BE DESGNATED BY THE ENGNEER OR AS SHOWN 1 S CONSTRUCTED; WHEN THEY ARE SEPARATE CONTRACTS, HOLES FOR ON THE PLANS. EYE BOLTS SHALL BE DRLLED NTO WNGS. LNE POST PLAN --- RGHT-OF-WAYFENCE END POST,A,_A- CORNER POST GATE FAN STRETCHERPOST A % 6 CROSS FENCE CONNECTOR FENCNG SYMBOLS ON PLANS SEE PLAN AND PROFLE SHEETS FOR LOCATON FAN POST SHALL BE 7" DA. (NOM.) AND BE OF THE LENGTH REQURED TO EXTEND FROM TOP OF FENCE TO AN EMBEDMENT OF 3'-6" (MN.) LNE POST BARB. WRE AT 6" C/C AS REQURED ON UPSTREAM SDE OF POST. 3" MAX. SPACNG TYPCAL FAN DETALS FOR SMALL DRANS AND RREGULAR TERRAN ELEVATON TYPE "A" TYPE "B" CONNECTONS AT CULVERTS 1. ALL CONSTRUCTON AND MA TER AL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. SEE PLANS FOR SZE AND LOCATON OF GA TES. USE DOUBLE GA TES WHERE WDTH S GREATER THAN 18 FEET. ALL DOUBLE GA TES SHALL BE PAD FOR AS TWO SNGLE GA TES ANb SHALL NCLUDE ALL HNGES, LATCHES, AND NCDENTALS NECESSARY TO COMPLETE THE NSTALLATON. 3. FENCE, N GENERAL, SHALL BE ON OUTSDE OF POSTS. AWAY FROM CENTERLNE OF HGHWAYS AND CONSTRUCTED ON THE PERMANENT RGHT-OF-WAY LNE (EXCEPTONS ARE ON CURVES AND CORNERS ). 4. ALL WRES SHALL MAKE TWO COMPLETE WRAPS AROUND EACH END POST, THEN AROUND THEMSELVES TWO TWSTS/TURNS. USE EXTRA STAPLES ON END POST. SEE DETAL "H" FOR WRE WRAPPNG EXAMPLES. 5. STRETCHER POST TO BE USED N GENERAL AT HLL TOPS AND AT BOTTOM OF VALLEYS AND AT A MAXMUM 5 FEET APART. 6. ALL MSCELLANEOUS HARDWARE SHALL BE FURNSHED GALVANZED OR ALUMNUM COATED. ALL ALTERNATVE MET AL PPE POSTS SHALL BE CAPPED. 7. ALL POSTS WTH THE EXCEPTON OF LNE POSTS, FAN POSTS AND HEADWALL CONNECTON STRETCHER POSTS SHALL BE EMBEDDED N CONCRETE WHEN FENCE S BENG ERECTED ON EARTHEN FOUNDATONS. OTHER POSTS MAY BE EMBEDDED N CONCRETE F AND AS DRECTED BY THE ENGNEER TO SATSFY SPECFC FOOTNG REQUREMENTS. TEM NO. 624(A) BASS OF PAYMENT FENCE-STYLE WWF 624 (B) GA TES-STYLE WWF TEM OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS UNT LF EA RWF1-2 2 R-66

53 (OKLAHOMA DEPARTMENT OF TRANSPORTATON) DOUBLE LOOP TENSON WRE FOR HNGES. WOOD LNE POSTS 3'-1" LONG, '-6" 7'-6!1 LNE POST 1 ( WOOD OR STEEL) 4" WOOD 3 2" NOM. DA. STEEL - SEE DETALS BELOW) = l'-" TYPCAL (OUTSDE CURVE) STANDARD REVSONS DESCRPTON =111 rn. f r [Ti H ho hi Ll j.,see END POST DETAL( )e] FENCNG SYMBOLS ON PLANS - SEE PLAN AND PROFLE SHEETS FOR LOCATON A A A RGHT-OF-WA y FENCE -" END POST -.L."' 6 &'?'. A. ER POST ----""""'--FAN STRETCHER POST -"''-' ""'-"-- CROSS FENCE CONNECTOR LNE ffi!jj'.!=111 Llrn"" SHAPE CHANNEL AS NECESSARY BARBED WRE N FAN SHALL BE SPACED AS FOLLOWS: 12" CC FOR 4 WRE FENCE 9" CC FOR 5 WRE FENCE 6" CC FOR 6 WRE FENCE EACH STRAND TO BE SET ON STUD & CRMPED OR CONNECTED WTH AN APPROVED WRE TE. WRE GATE DETAL LOCATON OF GATES TO BE DETERMNED BY THE ENGNEER. OTHER TYPES OF GA TES MAY BE SUBSTTUTED FOR THE WRE GA TE, SUCH AS PREFABRCATED PPE TUBNG TYPES OR RANCH STYLE METAL PANEL TYPE, F APPROVED BY THE ENGNEER. COST OF WRE GATE SHALL BE NCLUDED N THE PRCE BD FOR FENCE. y T CHANNEL TEE OR U SHAPE Y-BAR TYPCAL CROSS SECTONS OF ACCEPT ABLE STEEL LNE POSTS POST SHALL MEET REQUREMENTS OF AASHTO M 281. FAN POST SHALL EXTEND TO TOP OF FENCE =11il/fTi!JJ 1111 TT'="1J - = ijtt'=" j PLACE WRE ON ) UPSTREAM SDE OF POST.!l1-_ FAN POST SHALL BE THE REQURED LENGTH. TYPCAL FAN DETALS (FOR SMALL DRANS AND RREGULAR TERRAN) EACH STRAND TO BE STAPLED TO WOOD POSTS. mkl!1 a 1mkl! mkl! 1 1mkl! \ { _J SUGGESTED SPACNG FOR 4 WRE BARBED _ J RGHT-OF-WAYFENCE-i _J METAL WOOD 4 WRE DETAL EACH STRAND TO BE SET ON STUD & CRMPED OR CONNECTED WTH AN APPROVED WRE TE. 12" CC FOR 4 WRE FENCE 8" CC FOR 5 WRE FENCE 4" CC FOR 6 WRE FENCE EACH STRAND TO BE STAPLED TO WOOD POSTS. 2" TT\:kll 1m -.:f SUGGESTED SPACNG 1 FOR 5 WRE BARBED L J RGHT-OF-WAY FENCE. J METAL WOOD 5 WRE DETAL POST TO BE GROOVED TO FT BRACE THEN PANTED WTH PRESERVATVE SOLUTON. DETAL "G" 7" NORM. DA. WOOD POST ( ) F 3 1/2" DA. x 8'-" LONG GALV. STEEL (SCH. 4) PPE S USED AS ALTERNATVE POST ( ),THEN 2" DA. GALV. STEEL PPES (SCH. 4) WLL BE USED AS BRACNG AND A TT ACHED USNG STANDARD CHAN LNK FENCE HARDWARE MEETNG THE REQUREMENTS OF AASHTO M 181 & ASTM A53. SEE CHANLNK DETALS ON ROADWAY STANDARD RWF3-2. FAN POSTS SHALL BE THE REQURED LENGTH. EACH STRAND TO BE SET ON STUD & CRMPED OR CONNECTED WTH AN APPROVED L R ll R 8 B DETAL "H" EACH STRAND TO BE STAPLED TO WOODP 2" "- "- i'- "'._,. i'- m um UJ o rn m_ \l-r7 i'- - \ / \...'{ SUGGESTED SPACNG FOR 6 WRE BARBED RGHT-OF-WAY FENCE-_ METAL WOOD 6 WRE DETAL. / / / 2'-6" FOR ALL LNE POST. TENSlom12 STRANDS m\l! lrn\l! TWSTED TGHT. TWO COMPLETE LOOPS i AROUND POBTS SEE DETAL "H". fjj 1 -l:=== fl 2 CORNER & STRETCHER POSTS DETAL USE STRETCHER DETALS AT ALL CORNERS, BENDS N RW, ON HLL TOPS, N VALLEYS OR DEEP DEPRESSONS, AND AT 5' MAXMUM SPACNG. 1 1m TENs1N 1RE - 2 strands mw TWSTED TGHT WTWO COMPLETE 1 LOOPS AROUND POSTS. SEE DETAL "H".1 1 CORNER & STRETCHER POSTS DETAL ALTERNATVE 12'-" LNE POST (WOOD OR STEEL. SEE GEN. NOTES ) 2'-6" FOR ALL LNE POSTS 7" DA. POSTS< ) e END POST DETAL USE FOR CROSS FENCE CONNECTONS. NOTE ALL WRES SHALL MAKE TWO COMPLETE WRAPS AROUND END POST, THEN AROUND THEMSELVES TWO TURNS. USE EXTRA STAPLES ON END POSTS. SEE DETAL "H"...'1 q 1 _J., CAP <TYP.) 18"DA. CLASS A CONCRETE FOOTNG AL TERNA TE POST OPTON 3" DA. X 8'-" LG. CAPPED GALV. SCH. 4 STEEL PPE 45 SUGGESTED ANGLE. ACTUAL ANGL: AS SHOWN ON PLANS OR AS DRECTED BY THE ENGNEER. NOTE: AT CUL VERT LOCATONS, THE TYPE OF RGHT-OF-WAY FENCE CONNECTON USED SHALL BE DESGNATED BY THE ENGNEER OR AS SHOWN ON THE PLANS. THREADED EYE BOLT PLAN F DESRED BY PROPERTY OWNER, THE PROPERTY OWNER OWNER SHALL CONSTRUCT AND MANTAN AT HS OWN EXPENSE FENCNG AND OR WATER GA TE BETWEEN CORNER POSTS. FLOW SHALL NOT BE RESTRCTED. TYPEB PLAN SEE CORNER DETAL NOTE: WHEN FENCNG & CUL VER TS ARE PART OF THE SAME CONTRACT AND FENCNG S TED TO WNGS OF CUL VERT. EYE BOLT SHALL BE PLACED WHEN CULVERT S CONSTRUCTED; WHEN THEY ARE SEPARATE CONTRACTS, HOLES FOR EYE BOLTS SHALL BE DRLLED NTO WNGS. 1'-3" TYPCAL ONSDE CURVE) TYPCAL PLACEMENT FOR FENCE ALONG CURVES (WHEN R/W RADUS S LESS THAN 5') 45' 4' CHORD LENGTH GRAPH 35' / 3' / / 25' / gs 2' /./ 15' /v er'. 1' 5'...- v LENGTH 1' 2' 3' 4' 5' 6' 7' 8' 9' CONNECTONS AT CULVERTS 1. ALL CONSTRUCTON AND MATERAL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. FENCE, N GENERAL, SHALL BE ON OUTSDE OF POSTS AWAY FROM CENTERLNE OF HGHWAY AND CONSTRUCTED ON THE PERMANENT RGHT-OF-WAY (EXCEPTONS ARE CORNERS AND CURVES ). 3. HNGES AND LOOP LATCH ON WRE GA TES SHALL BE FABRCATED FROM TENSON WRE. THE HNGES ( 3 PER POST) SHALL BE FORMED OF DOUBLE LOOPS ON THE GATE POST. THE LOOP HNGES AROUND THE WRE GATE POST SHALL BE FORMED LOOSE FOR EASE OF MOVEMENT. THE TOP 2 (TOP AND BOTTOM) LOOP STRETCHER POSTS TO BE USED N GENERAL AT HLL TOPS AND AT BOTTOM OF VALLEYS AND AT A MAXMUM OF 5 FEET APART. 4. ALL MSCELLANEOUS HARDWARE SHALL BE FURNSHED GALVANZED OR ALUMNUM COATED. ALL ALTERNATVE METAL PPE POSTS SHALL BliCAPPED. BASS OF PAYMENT TEM NO. TEM UNT 624(C) FENCE-STYLE SWF ( e BARBED WRE) LF 624(C) FENCE-STYLE SWF ( e SMOOTH WRE) LF 624(C) FENCE-STYLE SWF ( e BARBLESS WRE) LF e NUMBER OF STRANDS RGHT-OF-WAY FENCE STYLE SWF ( STRAND WRE FENCE) OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS RWF2-2 R-67

54 MAXMUM 8'-D" RGHT-OF -WAY FENCE MEASURED TO HERE e18'-" (MAX.) ( SNGLE GA TE) RGHT-OF -WAY FENCE MEASURED TO HERE BARBED WRE ( OKLAHOMA DEPART!ENT OF TRANSPORTATON) ST AND ARD REVSONS DESCRPTON LNE POST LNE POST TENSON WRE CLPPED AT 12" CC TOP RAL MAY BE USED N LEU OF BARBED TOP WRE, F APPROVED BY THE ENGNEER. = 111= 111::: 111::: 111= 111:::111::: 111::: :::111:::: 111::::111:::: 111:::111::: 111:::111:::111- TE WRES BARBED WRE, SEE DETAL SEE : ALTERNATE CONG. FOOTNG TO BE USED F AND WHERE DRECTED BY THE ENGNEER TYPCAL LNE POST DETAL 111:::111::: 111::: :::111= 111:::::111::: 111::: 111:::111:::11 : SEE POST & FRAMEWORK SCHEDULE FOR FOOTNG DMENSONS. 6". r -. CONCRETE FOOTNG END, CORNER, & STRETCHER DETALS USE STRETCHER DETALS AT ALL CORNERS, BENDS N RW, ON HLL TOPS NV ALLEYS OR DEEP DEPRESSONS AND AT 5DO FEET MAXMUM SPACNG - (REQURES CONCRETE FOOTNG) SEE POST & FRAMEWOR SCHEDULE FOR FOOTNG DMENSONS. LMTS OF NO ACCESS (WHERE APPLCABLE).1:::111:::111:= :::111:::111::= 1:= J/=: 111:::111::: 111::: 111:::111:::111:::111:::111_. - TE WRES AT 24" CC - TOP & BOTTOM RAL NOTE: GA TES WDER THAN 12'-D" REQURE 2 VERTCAL BRACES AT 113 PONTS. LMTS OF ACCESS (WHERE APPLCABLE) GATE DETAL BARBEDWRE SEE %-;;--ffius5'._ ROD LNE POST TOP &BOTTOM TENSON WRES CLPPED@24" CC LMTS OF NO ACCESS <WHERE APPLCABLE) esee PLANS FOR SZE AND LOCATON OF GATES. FOR WDTH GREATER THAN 18'-D", USE DOUBLE SWNG GATES WTH MDDLE LATCH. OPENNG MAY BE UP TO 36'-D" WDE. 6 6 CROSS FENCE CONNECTOR RGHT-OF -WAY FENCE END POST CORNER POST GATE STRETCHER POST FAN FENCNG SYMBOLS ON PLANS SEE PLAN AND PROFLE SHEETS FOR LOCATON. CONCRETE FOOTNG FOR POSTS FENCNG SYMBOL THS SHEET SEE END DETAL WHEN APPROVED BY THE ENGNEER, THE PROPERTY OWNER SHALL CONSTRUCT AND MANTAN, AT HS OWN EXPENSE, FENCNG AND OR WATER GA TE BETWEEN CORNER POSTS. THE FLOW CAN NOT BE RESTRCTE 45 SUGGESTED lnom) 111 ALTERNATE POST CAP DETAL ( W/TOP RAL) ALTERNATE EXTEN. ARM DETAL (WffOP RA EXTENSON ARM DETAL TENSON WRE TOP &BOTTOM CLPPED AT 12" CC TENSON WRE TOP & BOTTOM CLPPED@12" CC FAN DETALS SEE PLANS FOR APPROX. LOCATON OF FANS. EXTENSON ARM SEE DETAL NSDE OR OUTSDE CONNECTON MAYBE USED. ANGULAR CLMB BARRE[il;l FOR LNE POSTS ROLL ROLL NOMENCLATURE 1718" FORMED FORMED "H" 2318" 2718" 4" 5 9/16" OD.PPE HEAVY STAND. RAL O.D. PPE O.D. PPE O.D. PPE.D. PPE "C" "C" DMENSONS 1.9".D. 2.25" x 1.875" x 2.25" x 2.375" " D.. 4." O.D " O.D.... T =.145" 1.7'' 1.625" 1.7'' T=.154" T=.23" T =.226' T =.258" T=.121". T=.121" T=.125" CRTCAL AXS.326 N N N N N N N SEC. MODULUS 5.45 N. WEGHT LBS./LN. FT LBS./LN. FT LBS.LN. FT LBS./LN. FT 3.65 LBS./LN. FT LBS./LN. FT LBS.LN. FT LBS.LN. FT. LENGTH 4 6'-1" W CONC. FOOTNG 7'- 4" WHEN DRVEN. 7'-4" W/CONC. FOOTNG 7'-1" FORGVEN 5 8'-1" WCONC. FOOTNG 8'- 7" WHEN DRVEN. 8'-7" W /CONC. FOOTNG 9'-1" FENCE FAB. HT 6 9'- 4" WCONC. FOOTNG: 9'-1" WHEN DRVEN. 9'-1" WCONC. FOOTNG 1'-4" EMBEDMENT 4 24" N CONC. FOOTNG: 3" WHEN DRVEN. 3" N CONC. FOOTNG 36" FORGVEN 5 27" N CONC. FOOTNG 33" WHEN DRVEN. 33" N CONC. FOOTNG 39" FENCE FAB. HT 6 3" N CONC. FOOTNG: 36" WHEN DRVEN. 36" N CONC. FOOTNG 42" FOOTNG DM. 9"DA. 9"DA. 12" DA. 16"DA. 18"DA. N EARTH 36" DEEP FOOTNG DM. 4"DA. 4"DA. 5"DA. 6"DA. B"DA. N ROCK 9" DEEP 9" DEEP 12" DEEP 16" DEEP 24" DEEP EXTENSON ARMS SHALL BE FTTED WTH WRE CLPS OR HOOKED NOTCHES TO HOLD BARBED WRE N PLACE AS APPROVED BY THE ENGNEER. BARBEDWRE WRAPPED 2WRAPS (MN.) VERTCAL CLMB BARR FOR END & GA TE POSTS 1518" ROLL 1518" 1718" 1718" O.D. PPE FORMED O.D. PPE O.D. PPE O.D. PPE 1.625" x 1.66" O.D. T=.111" 1.25" T =.8" () N..165 N " O.D. 1.9" O.D. 1.9".D. T=.111" T =.12" T =.145" () N. () 3.27 N N. BARBEDWRE DOUBLE GA TE LATCH LBS./LN. FT. LBS.LN. FT. LBS.UN. FT. LBS.LN. FT. LBS.UN. FT. TE WRE DETAL DAMETERS AS SHOWN ARE MNMUM VALUES. DEPTHS FOR ROCK ARE MNMUMS. DEPTHS SH OWN FOR CONCRETE FOOTNGS N EARTH ARE MNMUM FOR 6'-" HGH FENCE AND MAY B E REDUCED 3" FOR EACH FOOT OF FENCE HEGHT LESS THAN 6'-" HGH. AT= WALL THCKNESS T SECTON MODULUS AS SHOWN S BASED UPON ASTM A53 AND AASHTO M 181. SEE SPECFCATONS FOR SUBSTTUTON FORMULA ON CLASS 2 CO LD FORMED STEEL PPE. () SECTON MODULUS AS SHOWN S BASED UPON ASTM A51 AND AASHTO M 181. SEE SPECFCATONS FOR SUBSTTUTON FORMULA ON CLASS 2 COLD FORMED STEEL KEEPER SEE END KEEPER GUDE UPPER GUDE --1 PLAN SNGLE GATE LATCH TYPCAL GATE LATCH DETAL AL TERNA TE TYPE LATCH MAY BE USED F APPROVED BY THE ENGNEER. POST & FRAMEWORK SCHEDULE END, CORNER, GATEPOSTS e GATE FRAMES LNE POST OR STRETCHER TOP RAL OR 6'WDE OVER6'TO OVER 12'TO POST BRACE RAL GATES UPTO GATESOVEF 1'AT8rUVtH 45' / POSTS & LESS 12'WDE 18'WDE 6'WDE 6' TO 12' 12'TO 18' 4' 35' SHAPE [C [C [] 3' 25' s 2' 15' <[ cr: 1' - 5' LENGTH 1' 2' 3' CHORD LENGTH GRAPH v / / / v 4' 5' 6' 7' 8' 9' / 1'-" TYPCAL (OUTSDE CURVE) 1'-3" TYPCAL (NSDE CURVE) TYPCAL PLACEMENT FOR FENCE ALONG CURVES (WHEN R/W RADUS S LESS THAN 5') / / AL TERNA TE CONCRETE FOOTNG TO BE USED F AND WHERE DRECTED BY THE ENGNEER ELEVATON CUL VERT CONNECTON. ATTACHMENT OPTON FULL HEGHT WNG/WALL WHEN WNG OR WALL HEGHT EQUALS FENCE HEGHT 1. ALL CONSTRUCTON AND MA TER AL REQUREMENTS SHALL BE N ACCORDANCE WTH THE 29 ODOT STANDARD SPECFCATONS. 2. COST OF BARBED WRE AND EXTRA LENGTH POSTS FOR FAN TO BE NCLUDED N PRCE BD FOR CHAN LNK FENCE. 3. THE BOTTOM BARBED WRE MAY BE OMTTED AND FABRC NSTALLED 1" CLEAR FROM GROUND LNE N LOCATONS APPROVED BY THE ENGNEER. 4. ALL MSCELLANEOUS HARDWARE SHALL BE FURNSHED GAL VAN ZED OR ALUMNUM ALLOY. 5. CLMB BARRER SHOWN NTENDED ONLY TO SHOW AN ACCEPTABLE TYPE. AL TERNA TE CLMB BARRERS APPROVED BY THE ENGNEER PROR TO NSTALLATON MAY BE USED. FENCE POST EXTENSON ARM SHALL BE MADE OF PRESSED STEEL OR MALLEABLE RON AND SHALL BE GALVANZED AFTER FABRCATON. 6. CHAN LNK FABRC MAY BE ACCEPTED KNUCKLED BOTH SELVAGES N ALL WDTHS. NO FABRC WTH TWSTS AND BARBS ON BOTH SELVAGES WLL BE ACCEPTED. 7. STRETCHER POSTS TO BE USED N GENERAL AT HLL TOPS AND AT BOTTOM OF VALLEYS AND AT A MAXMUM OF 5 FEET APART. 8. ALL POSTS WTH THE EXCEPTON OF LNE POSTS, FAN POSTS AND HEADWALL CONNECTON STRETCHER POSTS SHALL BE EMBEDDED N CONCRETE WHEN FENCE S BENG ERECTED ON EARTHEN FOUNDATONS. OTHER POSTS MAY BE EMBEDDED N CONCRETE F AND AS DRECTED BY THE ENGNEER TO SATSFY SPECFC FOOTNG REQUREMENTS. 9. WHEN TOP RAL S USED N LEU OF BARBED TOP WRE THE COST OF TOP RAL SHALL BE NCLUDED N THE PRCE BD FOR FENCE. BASS OF PAYMENT TEM NO. TEM UNT 624 ( E) FENCE-STYLE CLF ([)FT. HGH, CLASS!;) LF 624 (F) GATES-STYLE CLF( [)FT. HGH X ["'llft. LONG) EA [) HEGHT OF FENCE OR GATE SHALL BE SPECFED.!; CLASS A DESGNATES FENCE OR GATE WTHOUT CLMB BARRER CLASS B DESGNATES FENCE OR GA TE WTH CLMB BARRER ["' LENGTH OF GA TE SHALL BE SPECFED. OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS RWF3-2 2 R-68

55 (OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON.,;: cj (/) (]] di cj (/) u cj (/) PC OF HORZONTAL CURVE u'i cj cj cj cj (/) (/) CJ) (/) PT OF HORZONTAL CURVE u cj (/) (]] di cj (/).,;: cj (/) NORMAL CROSS SLOPE NC TANGENT RUNOUT (Lt) LENGTH % RUNOFF LENGTH SUPER AT ANY DSTANCE X S=K(X) )'i RUNOFF LENGTH FULL SUPERELEV A TON )'i RUNOFF LENGTH OUTSDE EDGE OF LANE OUTSDE CURVE % RUNOFF LENGTH SUPER AT ANY DSTANCE X S=K(X) TANGENT RUNOUT (Lt) LENGTH PROFLE GRADE LNE === = --- RG RC DSTANCE X= Lt DSTANCE X= Lt OUTSDE EDGE OF LANE NSDE CURVE TRANSTON FROM NORMAL CROWN TO FULL SUPERELEVA TON o- TRANSTON FROM FULL SUPERELEVATON TO NORMAL CROWN NORMAL CROSS SLOPE NC PROFLE FOR UNDVDED (CROWN SECTON) AND DVDED HGHWAYS PROFLE GRADE S FNSH GRADE LNE PROFLE GRADE LNE PROFLE GRADE LNE PROFLE GRADE LNE OUTSDE SHOULDER LANES OUTSDE CURVE PAVED PAVED OUTSDE CURVE SHLD. :A' SHLD.54' s=2%r4% =-- LANES NSDE CURVE OUTSDE SHOULDEF NSDE CURVE S=2%R4% --= SHOULDER OUTSDE CURVE LANES) OUTSDE CURVE LANES) NSDE CURVE SEC. A-A NORMAL SECTON SHOULDER NSDE CURVE S=2%R4% --=- RUNOFF LENGTH ADJUSTMENTS NUMBER LENGTH ADJUSTMENT NCREASE OF LANES FACTOR RELATVE ROTATED b TO 1 LANE nr =nrb S=2%R4% =-- s-2%r4% =-- SHOULDER BREAk---- SEENOTE3 SHOULDER BREAk---- SEENOTE3 PAVED SHLD. > 4' S=2% SEENOTE3 SEC. D-D AT P.C. OR PT OF CURVE PAVED SHLD. > 4' S=2% SEENOTE3 SEC. E-E FULL SUPERELEVATON TYPCAL SECTONS FOR DVDED HGHWAYS NOTE: FOR DVDED HGHWAYS WTH MEDAN WDTH GREATER THAN 46 FEET, TREAT EACH DRECTON AS A SEPARATE ROADWAY. PROFLE GRADE S FNSH GRADE LNE S=2%R4% S=2%R4% --= S=2%R4% -=-- S=2%R4% -=-- SHOULDER BREA SEENOTE3 SHOULDER BREA SEENOTE3 SUPERELEVATON RATE GUDELNES S =LEVEL SEC. B-B s-23 --=--=S=2% SEC. C-C REVERSE CROWN SEC. D-D AT P.C. OR PT OF CURVE SEC. E-E FULL SUPERELEVA TON TYPCAL SECTONS FOR UNDVDED HGHWAYS PROFLE GRADE S FNSH GRADE LNE emax. = 6. % ELEVATED OR NTERMTTENTLY ELEVATED ROADWAYS (BRDGES, BOXES), ROADWAYS WTH FREQUENT SLOW MOVNG VEHCLES, URBAN STREETS WHERE ROADSDE DEVELOPMENT PRECLUDES HGHER SUPERELEVA TON RATE emax. = 8. % DEPRESSED OR GROUND-LEVEL ROADWAYS; ROADWAYS ON STEEP OR LONG DOWNGRADES, ROADWAYS WHERE DRANAGE CONSDERATONS ARE PRMARY LOW VOLUME GRAVEL-SURFACED ROADS S=2%R4% --=- S=2%R4% --=- SUPERELEVATON NOMENCLATURE b =ADJUSTMENT FACTOR FOR ROT A TED LANES. ed =DESGN SUPERELEVA TON RATE(%) Lr =MNMUM LENGTH OF SUPERELEVATON RUNOFF. Lt =MNMUM LENGTH OF TANGENT RUNOUT. n r =NUMBER OF LANES ROT A TED. NC = NORMAL CROWN. RC =REVERSE CROWN S = CROSS SLOPE(%). V d =DESGN SPEED (MLES PER HOUR) K= e1.;u<ft/ft) 1. THS STANDARD DRAWNG PROVDES BASC GUDELNES FOR SUPERELEVA TON DEVELOPMENT FOR TWO OR FOUR LANE, OPEN ROADWAY CONDTONS ONLY; FOR OTHER SUPERELEVATON DESGN CRTERA. SEE THE 211 AASHTO "A POLCY ON GEOMETRC DESGN OF HGHWAYS AND STREETS". 2. FOR CURVES WTH SPRALS, RUNOFF LENGTH S EQUAL TO SPRAL LENGTH. WTH FULL SUPERELEVA TON REACHED AT S.C. or C.S. OF CURVE. CHECK RAMP GRADES AND SUPERELEVA TON TRANSTONS AT RAMP TERMNALS DURNG STAKNG AND MAKE ADJUSTMENTS AS REQURED TO OBTAN SMOOTH PROFLES FOR BOTH EDGES OF THE RAMP PAVEMENT. CROSSOVER CROWN LNE BREAKOVER SHALL NOT EXCEED 5 % (CALCULATED AS THE ALGEBRAC DFFERENCE N CROSS SLOPES OF ADJACENT PAVEMENTS), WTHOUTTHE APPROVAL OF ODOT ENGNEER. 3. F PRACTCAL THE SHOULDER BREAKOVER SHOULD NOT EXCEED.7 FEET PER FOOT, CALCULATED AS THE ALGEBRAC DFFERENCE N CROSS SLOPE OF PAVEMENT AND SHOULDER SURFACES. T S ACCEPTABLE FOR THE BREAKOVER TO BE 8%. ROTA TE SHOULDER TO MANTAN DESRABLE BREAKOVER. CONTNUOUS SHOULDER CROSS SLOPE SHOULD BE AT LEAST 1% TO NSURE PROPER DRANAGE. 4. CROSS SLOPE (S) S NORMALLY SET AT 314 (75%) SUPER ATTHE P.C. AND PT OF A CURVE, HOWEVER THE DESGNER MAY ADJUST THS PERCENTAGE TO BE FROM 6% TO 9%, TO ACCOMMO STE CONDTONS. 5. THE SUPERELEVA TON TABLE FOR LOW SPEED URBAN STREETS MAY BE USED WHERE THE DESGN SPEED S NOT GREATER THAN 45 MPH. SUPERELEVATON OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS SUELl-3 2 R-7

56 ( OKLAHOl!A DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON SUPERELEVATON TABLE (LOW SPEED URBAN STREETS) Q ;::: >- <t <t > Vd= 15mph Vct= 2mph Vct= 25mph Vd= 3mph l1ct = 35mph Vd= 4mph l1ct = 45mph > LrCFT.) Lr (FT.) LrCFT.) LrCFT.) LrCFT.) LrCFT.) LrCFTJ "' "' RADUS (FT.) RADUS (FT.) RADUS (FT.) RADUS (FT.) RADUS (FT.) RADUS (ft.) RADUS (FT.) ()._ ()._ ::> n1=1 n1=2 n1=1 n1=2 nr=1 n1=2 n1=1 nr=2 nr=l n1=2 nr=l nr=2 nr=l nr=2 ::> rfj rfj -2.% (NC) , %(NC) 2.% (RC) % (RC) 2.2% % 2.4% % 2.6% % 2.8% % 3.% % 3.2 % % 3.4% % 3.6% % 3.8% % 4.% % 4.2% % 4.4% % 4.6% % 4.8% % 5.% % 5.2% % 5.4 % % 5.6% % 5.8% % 6.% % NOTES - LOW-SPEED URBAN STREETS TABLE 1. THE VALUES LSTED ON THS TABLE WERE CALCULATED USNG DSTRBUTON METHOD SUPERELEVATON MAY BE OPTONAL ON LOW-SPEED URBAN STREETS. 3. THE SUPERELEVATON RUNOFF LENGTH (Lr) WAS BASED ON THE NUMBER OF LANES ROTATED. SNGLE LANE ROTA TED S TYPCAL OF 2 LANE HGHWAYS, AND TWO LANES ROTA TED S TYPCAL OF 4 LANE HGHWAYS. 4. FOR THE TANGENT RUNOUT LENGTH (Lt) USE THE FORMULA: 2 D%W) WHERE K S ed(.o). ' K ' Lr(FT) 5. VALUES OF RADUS AND SUPERELEVATON RUNOFF LENGTHS SHALL NOT BE NTERPOLATED OR ROUNDED UP.,"'; APPRovEosy J. l -A-- d:iilu..lk::' OADWAYENGNEER:t_,:".'D - DAT - -- ROADWAY DESGN DVSON STANDARD 1 & nn ;;;,,;..., ii SUPERELEV A TON TABLE LOW SPEED URBAN STREETS OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS SUEL2-3 2 R-71

57 ( OKLAHmA DEPARTMENT OF TRfu'lSPORTATON) STANDARD REVSONS DESCRPTON SUPERELEVATON TABLE (emax =6 %) i= i= <! <! > vd =15 mph vd =2 mph vd =25 mph Vd=3 mph Vd=35mph Vd=4 mph vd =45 mph > Lr (FT.) Lr (FT.) Lr (FT.) Lr (FT.) Lr (FT.) Lr (FT.) Lr (FT.) Q51 ' UJ RADUS (FT.) RADUS (FT.) RADUS (FT.) RADUS (FT.) RADUS (FT.) UJ a_ RADUS (FT.) RADUS (FT.) a_ ::::> n1=1 n1=2 n1=1 n1=2 n1=1 nr=2 n1=1 n1=2 n1=1 nr=2 n1=1 nr=2 n1=1 nr=2 ::::> UJ UJ -2.%(NC) , , , , , , %(NC) 2. % (RC) , , , , , , % (RC) 2.2% , 4 6 2, , , % 2.4% , , , , , % 2.6% , , , , , % 2.8% , , , , % 3.% , , , , % 3.2% , , , , % 3.4% , , , % 3.6% , , , % 3.8% , , , % 4.% , , , % 4.2% , , % 4.4% , , % 4.6% , % 4.8% , % 5.% , % 5.2% , % 5.4% % 5.6% % 5.8% % 6.% % ' SUPERELEVATON TABLE (emax. =6 %) Q i= r- <! <! > Vd=5 mph vd =55 mph vd =6 mph vd =65mph Vd=7 mph vd =75 mph vd =8 mph > Lr (FT.) Lr (FT.) Lr (FT.) Lr (FT.) Lr (FT.) Lr (FT.) Lr (FT.) ' UJ RADUS (FT.) RADUS (FT.) RADUS (FT.) RADUS (FT.) RADUS (FT.) RADUS (FT.) UJ a_ RADUS (FT.) a_ ::::> n1=1 n1=2 n1=1 n1=2 n1=1 nr=2 n1=1 nr=2 n1=1 nr=2 n1=1 n1=2 n1=1 n1=2 ::::> UJ UJ -2.% (NC) 7, , , , , , , % (NC) 2. % (RC) 5, , , , , , , % (RC) 2.2% 5, , , , , , , % 2.4% 4, , , , , , , % 2.6% 4, , , , , , , % 2.8% 3, , , , , , , % 3.% 3, , , , , , , % 3.2% 3, , , , , , , % 3.4% 2, , , , , , , % 3.6% 2, , , , , , , % 3.8% 2, , , , , , , % 4.% 2, , , , , , , % 4.2% 2, , , , , , , % 4.4% 1, , , , , , , % 4.6% 1, , , , , , , % 4.8% 1, , , , , , , % 5.% 1, , , , , , , % 5.2% 1, , , , , , , % 5.4% 1, , , , , , , % 5.6% 1, , , , , , % 5.8% 1,Q , , , , , , % 6.% , , , , , , % ' NOTES:.fl. 1. THE VALUES LSTED N THE SUPERELEVA TON TABLES WERE CALCULATED USNG DSTRBUTON APPROVED BY! J',t-i,L fa- (J..,/,. METHOD 5. OADWAYENGNEER: 1 :'1-.:"'"'' i 2. THE SUPERELEVATON RUNOFF LENGTH (Lr) WAS BASED ON THE NUMBER OF LANES ROTATED. ROADWAY DESGN DVSON STANDARD SNGLE LANE ROTATED S TYPCAL OF 2 LANE HGHWAYS, AND TWO LANES ROTATED S TYPCAL OF 4 LANE HGHWAYS. 7.n.nT' 3. FOR THE TANGENT RUNOUT LENGTH (Lt), USE THE FORMULA: 2 -!.!, WHERE K S d::;. & ;;,,..,,. if SUPERELEVA TON TABLES 4. VALUES OF RADUS AND SUPERELEVA TON RUNOFF LENGTHS SHALL NOT BE NTERPOLATED OR (emax.=6%) ROUNDED UP. OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS SUEL3-3 2 R-72

58 ( OKLAHOMA DEPARTMENT OF TRANSPORTATON) STANDARD REVSONS DESCRPTON SUPERELEV A TON TABLE (emax. =8 %) ;::: ;::: > Vd= 15mph 1= 2 mph Vd= 25mph 1= 3mph 1 = 35mph Vd= 4mph Vd= 45mph > cr Lr<FT.) Lr(FT.) Lr(FT.) Lr(FT.) Lr<FT.) Lr<FT.) Lr(FT.) CL CL RADUS (FT.) RADUS (FT.) RADUS (FT.) RADUS (FT.) RADUS(FT.) RADUS (FT.) RADUS(FT.) CL CL ::i n1=1 n1=2 n1=1 n1=2 n1=1 n1=2 n1=1 n1=2 n1=1 n1=2 n1=1 n1=2 n1=1 n1=2 ::i (f) (f) -2. % (NC) , , , , , , % (NC) 2.% (RC) , , , , , , % (RC) 2.2% , , , , , , % 2.4% , , , , , % 2.6% , , , , , % 2.8% , , , , , % 3.% , , , , , % 3.2% , , , , % 3.4 % , , , , % 3.6% , , , , % 3.8% , , , , % 4.% , , , , % 4.2 % , , , % 4.4% B93 BO 12 1, B 1, ,96 9B % 4.6% B B B34 B ,13 B , ,B % 4.8% B B B , , , % 5.% Bl B , , % 5.2% , , % 5.4% , , % 5.6% , , % 5.8% , , % 6.% , % 6.2% , % 6.4% , % 6.6% , % 6.8% % 7.% % 7.2% % 7.4% % 7.6% % 7.8% BO % 8.% 3B 123 1B B % SUPERELEVA TON TABLE (emax. =8 %) ;::: ;::: > Vd= 5mph Vd= 55 mph 1= 6mph 1= 65mph 1= 7mph Vd= 75 mph 1= 8mph > cicr Lr (FT.) Lr(fT.) Lr<FT.) Lr<FT.) Lr(FT.) Lr(FT.) Lr(FT.) CL CL RADUS (FT.) RADUS (FT.) RADUS (FT.) RADUS (FT.) RADUS (FT.) RADUS (FT.) RADUS (FT.) CL CL ::i nr=1 n1=2 n1=1 n1=2 n1=1 n1=2 n1=1 n1=2 n1=1 n1=2 n1=1 n1=2 n1=1 n1=2 ::i (f) CJ) -2. % (NCl 8, , , ,9 56 B4 14, , ,BOO % (NC) 2.%(RC) 5,99 4B 72 7, ,44 53 BO 9,51 56 B4 1, , , % (RC) 2.2% 5, , , B, , , , % 2.4% 4, , , , , , , % 2.6% 4, , , , , , , % 2.8% 4, , , , , , , % 3.% 3, , , , , , B, % 3.2% 3, , , , , , , % 3.4% 3, , , , , , , % 3.6% 3, , , , , , , % 3.8% 2, , , , , , , % 4.% 2, , , , , , , % 4.2% 2, , , , , , , % 4.4% , , , , , , % 4.6% 2, , , , , , , % NOTES: 4.8% 2, , , , , , , % 5.% 2, , , , , , , % 5.2% 1, , , , , , , % 5.4% 1, , , , , , , % 1. THE VALUES LSTED N THE SUPERELEVA TON TABLES WERE CALCULATED USNG DSTRBUTON METHOD THE SUPERELEVA TON RUNOFF LENGTH (Lr) WAS BASED ON THE NUMBER OF LANES ROTA TED. SNGLE LANE ROTATED S TYPCAL OF 2 LANE HGHWAYS, AND TWO LANES ROTATED S TYPCAL 5.6% 1, , , , , , , % OF 4 LANE HGHWAYS. 5.8% 1, , , , , , , % 3. FOR THE TANGENT RUN OUT LENGTH (Lt), USE THE FORMULA: 2 W!, WHERE K S Zrd::;;. 6.% 1, , , , , , , % 6.2% 1, , , , , , , % 6.4% 1, , , , , , , % 4. VALUES OF RADUS AND SUPERELEVATON RUNOFF LENGTHS SHALL NOT BE NTERPOLATED OR ROUNDED UP. 6.6% 1, , , , , , , % 11 & 6.8% 1, , , , , , , % APPROVED BY 11'-,. A- - ;f, L " 7.% 1, , , , , , , % OADWAYENGNEER A " DATH'F-f"'";''' 7.2% 1, , , , , , , % ROADWAY DESGN DVSON STANDARD 7.4% 1, , , , , , , % 7.6% , , , , , , % 1 nnt _.,,... iii 7.8% , , , , , % & SUPERELEV ATON TABLES 8.% , , , , , % (8max.=8%) OKLAHOMA DEPARTMENT OF TRANSPORTATON 29 SPECFCATONS SUEL4-3 2 R-73