TLE OF ONTENTS PVING PVING SETIONS ND STREET LYOUTS WITH MEDIN DETILS 00 MONOLITHI MEDIN NOSE PVEMENT JOINTS ND RIDGE PPROH SL DRIVEWY TURNOU

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1 DEPRTMENT OF PULI WORKS STNDRD ONSTRUTION DETILS ITY OF DLLS, TEXS REOMMENDED FOR PPROVL: THIS THE DY OF, 997. REVISED PRIL 997 UPDTED SEPT. 00 PPROVED: THIS THE DY OF, 997. SSISTNT DIRETOR OF PULI WORKS & TRNSPORTTION DIRETOR OF PULI WORKS & TRNSPORTTION

2 TLE OF ONTENTS PVING PVING SETIONS ND STREET LYOUTS WITH MEDIN DETILS 00 MONOLITHI MEDIN NOSE PVEMENT JOINTS ND RIDGE PPROH SL DRIVEWY TURNOUTS SPEIL DRIVEWY TURNOUT DETILS PVING DETILS FOR DRIVEWYS ND INTERSETIONS PVEMENT HLF SETIONS ND UR SETIONS D MISELLNEOUS DETILS REVISIONS REVISED DRIVEWY S TO INLUDE TS PPROVED WLK RES (7-99) REVISED DRIVEWY S TO INLUDE TS PPROVED WLK RES (7-99) STORM DRINGE STNDRD REESSED INLETS & URS, Y TYPE INLETS DOULE & TRIE GRTE INLETS FOURTEEN FOOT INLET STNDRD, 8, 60, 6', 8' ND INLETS SLOTTED DRINS ONRETE PIPE INSTLLTION ONRETE PIPE HEDWLLS MNHOLES ND FITTINGS LINED HNNELS TWO, FOUR, SIX & EIGHT GRTE INLET, GRTE DETILS STRUTURES RETINING WLL H.F.P. RETINING WLL L.F.P. STNDRD RETINING WLLS TYPES 6-8 RETINING WLLS; MISELLNEOUS DETILS LLEYS TURNOUTS ND SLOPE PROTETION LLEY INTERSETIONS TRFFI ONTROL RRIDE DETILS TRFFI SIGNL FOUNDTION DETILS TYPIL PVEMENT MRKINGS TYPIL PVEMENT MRKINGS DETILS INDIVIDUL UNIT PVEMENT MRKINGS RROWS ND LETTERS FOR PVEMENT MRKINGS RILROD ROSSING PVEMENT MRKINGS TRFFI SIGNL DETILS TRFFI SIGNL DETILS TRFFI SIGNL DETILS TRFFI SIGNL DETILS TRFFI SIGNL DETILS PPROVED DTE: DIRETOR OF PULI WORKS & TRNSPORTTION FILE 5D- T.. OF

3 MISELLNEOUS LUMINUM RIDGE RILING DETILS MISELLNEOUS ONSTRUTION ITEMS METL EM GURD RIL IYLE PTHS REINFORED SIDEWLK ND RRIER FREE RMPS RRIER FREE RMPS PVING DETILS STEPS ND HNDRIL ONRETE MEDIN RRIER DETIL STREET LIGHT EQUIPMENT DETILS VNE TYPE ST IRON GRTE REVISIONS PPROVED DTE: DIRETOR OF PULI WORKS & TRNSPORTTION FILE 5D- T.. OF

4 8.5' 9.5' 50' ' ' 00' 5' 80' 5' 50' 9.5' ' ' 0' 0' ' ' 7'- 7'- T/ T/ T/ T/ T/ T/ T/ T/ 5.5' 5' 0' 0' 07' 6' 5' 6' 90' 5' 6' 5' 5.5' 5' 0' 0' T/ T/ T/ T/ T/ (SE) T/ T/ T/ T/ ' 5' 5' ' 8.5' MX 7.5' 7.5' '-0 '-0 '-0 6'-0 '-0 '-0 :MIN :' MX :MIN :' MX NO RS ON TRS. OTH WYS FOR T < 9 NO. RS ON TRS. OTH WYS FOR 9 < T < 07'-0 5'-0 6'-0 SWED LONGITUDINL DUMMY JOINT '-0 7'- '-0 '-0 '-0 0 TO 7 MX. L 07'-0 5'-0 6'-0 '- SWED LONGITUDINL DUMMY JOINT '-0 5'-0-0 L LEFT TURN SETION REGULR SETION 0 TO MX. : :' MX '-0 '-0 '-0 : MIN :' MX '- 7'- 90'-0 0'-0 5'-0 0'-0 7'- SWED LONGITUDINL DUMMY JOINT 7.6' ' TO MX T.. GRDE :MIN :' MX 90'-0 0'-0 5'-0 0'-0 7'- SWED LONGITUDINL DUMMY JOINT NO RS ON TRS. OTH WYS FOR T < 9 NO. RS ON TRS. OTH WYS FOR 9 < T < :MIN :' MX L REGULR SETION LEFT TURN SETION L 0 TO 7 MX. : MIN :' MX : MIN :' MX VRIES ORDING TO LSSIFITION ND SETION OF STREET SPEIFIED SPHLT SURFE OF THIKNES SPEIFIED PER FT MIN PER FT MX. SPEIL PVING SETION SHEMTI HLF-SETION REINFORED ONRETE SE W/ INTEGRL UR ND GUTTER & SPHLT SURFE OURSE ( TO E USED ONLY WHEN SPEIFILLY SHOWN ON THE N ) EXEPT S INDITED OVE LL N ND SETION DETILS SHLL E IDENTIL TO THOSE SHOWN ELSEWHERE ON THIS SHEET FOR SETIONS S-6-D, M-6-D(), M-6-D(), S--D FOR UR ND GUTTER DETILS. SEE PGE 006 NOTE: (SEE PGE 00) MONOLITHI MEDIN NOSE IS STNDRD (ROUNDED NOSE IS TO E USED ONLY T DIRETION OF ENGINEER TO MTH EXISTING FILITIES). NOTES:. LL STEEL SHLL E GRDE 0 DEFORMED REINFORING RS.. GENERL NOTES PROVIDED ON SHEET 006 PY.. FOR SUSTITUTING FOR # R REINFORING, THE SIZE OF THE WIRE FRI SHLL E X - W.5 X W.5 WITH NOMINL DIMETER OF 0. IN. ND NOMINL WEIGHT OF 0.9 LS PER LIN. FT.. FOR SUSTITUTION FOR # R REINFORING, THE SIZE OF THE WIRE SHLL E x - W6 X W6 WITH NOMINL DIMETER OF 0.76 INHES ND NOMINL WEIGHT OF 0.0 LS/LIN. FT. 5. REDWOOD EXPNSION JOINTS SHLL E ED T OR NER THE RDIUS POINTS OF LL INTERSETIONS, T LL RUPT HNGES IN LIGNMENT OR WIDTH, OR T MX. DISTNE OF 50 FT. REDWOOD EXPNSION JOINT WILL ONTINUE THROUGH MEDIN PVING ND SIDEWLK ND WLL WHEREVER PILE. ROSS STREET LOL OLLETOR MINOR RTERIL PRINI RTERIL SPEIL MOVEMENTS STNDRD DOULE LEFT TURN MINIMUM DOULE LEFT TURN RIGHT TURN TYPE S-6-D SETION TRNSITION LENGTH '' 09.09' 09.09'.79'.79' 97.78' 88.68' 09.09' MINIMUM STORGE '' 90' 00' 50' 00' 50' 50' 90' URVE # RDIUS 00' 00' 600' 600' 600' 600' 00' URVE # RDIUS 00' 00' 00' 00' 00' 00' 00' LNE WIDTH(S) -' - URVE # URVE # R=600.0' =8^'57 L=89.5' T=.85' URVE # =8^'57 R=00' L=.76' T=.' URVE # RRIER UTTONS ON 0 ENTERS N TYPE S-6-D SETION 6' 5' URVE # URVE # RRIER UTTONS ON 0 ENTERS URVE # URVE # =8^'57 =8^'57 R=600.0' R=00' L=89.5' L=.76' T=.85' T=.' N TYPE M-6-D() SETION NOTE: DUMMY JOINTS (SWED OR TOOLED) SHLL MTH STREET PVEMENT JOINTS. RUN EXPNSION JOINT ONTINUOUS THROUGH UR & MEDIN PVEMENT 5' FE OF UR PREMOLDED EXP. JOINT MTL. THIK MEDIN PVEMENT SIGNL FOUNDTION OR PULL OX STREET LIGHT FOUNDTION 6 TYPE I- YELLOW UTTONS ON 0 - (INSTLLED ND ORIENTED S DIRETED Y THE ENGINEER). DETIL OF 5' MEDIN PVEMENT ROSS STREET LOL OLLETOR MINOR RTERIL PRINI RTERIL SPEIL MOVEMENTS STNDRD DOULE LEFT TURN MINIMUM DOULE LEFT TURN RIGHT TURN TYPE M-6-D() SETION TRNSITION LENGTH '' 09.09' 09.09' 09.09'.79' 97.78' 88.68' 09.09' MINIMUM STORGE '' 90' 00' 50' 00' 50' 50' 90' URVE # RDIUS 00' 00' 00' 600' 600' 600' 00' URVE # RDIUS 00' 00' 00' 00' 00' 00' 00' LNE WIDTH(S) -' - 9'- :MIN :' MX '-0 '-0 00'-0 5'-0 9'- '-0 5' '- 0'- SWED LONGITUDINL DUMMY JOINT '-0 '-0 '-0-0 '-0 '-0 '-0 :MIN :' MX URVE # =8^'57 R=600.0' L=89.57' T=.85' '-0 NO. RS ON TRS. OTH WYS FOR T < 9 NO. RS ON TRS. OTH WYS FOR 9 < T < URVE # '-0 URVE # RRIER UTTONS ON 0 ENTERS URVE # =8^'57 R=00' L=.76' T=.' 00'-0 SWED LONGITUDINL DUMMY JOINT 0 TO 7 MX 5'-0 L REGULR SETION N 0 TO MX LEFT TURN SETION '-0 MEDIN GRDE SHOWN L TYPE M-6-D() PVEMENT '-0 : MIN :' MX '-0 : MIN :' MX '-0 9'- 9'- SEE PGE 006 FOR LTERNTE USING PROLI SETIONS PER FOOT NORML MINIMUM PER FOOT ONLY ON STREETS HVING GRDES OF.00% OR MORE. 8'- 8'- :MIN :' MX '-0 NO. RS ON TRS. OTH WYS FOR T < 9 NO. RS ON TRS. OTH WYS FOR 9 < T < :MIN :' MX URVE # URVE # =8^'57 =8^'57 R=600.0' R=00' L=89.5' L=.76' T=.85' T=.' '-0 5'-0 '-0 SWED LONGITUDINL DUMMY JOINT '-0 7'- '-0 '-0 '-0 5'-0-0 SWED LONGITUDINL DUMMY JOINT '-0 '-0 '- URVE # URVE # 80'-0 L REGULR SETION 80'-0 L LEFT TURN SETION RRIER UTTONS ON 0 ENTERS. N TYPE S--D DIVIDED SETION TYPIL SETIONS-DIVIDED RTERIL STREETS 0 TO MX : MIN :' MX 0 TO 7 MX. '-0 '-0 '-0 : MIN :' MX 8'- 8'- PREMOLDED EXPNSION JOINT MTERIL NON-REINFORED MEDIN PVEMENT NOTE: UTTONS SHLL E INSTLLED & ORIENTED S DIRETED Y THE ENGINEER. LIMIT OF THIK MEDIN PVMT. 8. SQ.FT. R = 8' R = 8' 5' 5' MEDIN ONRETE MEDIN PVEMENT TYPE I - YELLOW UTTONS ON 0 -.' 8 FE OF UR THIK MEDIN PVEMENT '=0 DETIL OF NOSE FOR 5' WIDTH MEDIN ISLND KFILL FOR MEDIN SHLL ONSIST OF EXESS EXVTION. THERE SHLL E NO PY ITEM FOR NY FILL MTERIL ED WITHIN THE MEDIN. MX. FILL SHLL NOT EXEED ND SHLL E ROWNED IN THE MIDDLE FOR PROPER DRINGE. LOW UR MONOLITHI MEDIN NOSE '-R SEE PGE 00 FOR LOKOUT FOR NOSE. ROSS STREET LOL OLLETOR MINOR RTERIL PRINI RTERIL SPEIL MOVEMENTS STNDRD DOULE LEFT TURN MINIMUM DOULE LEFT TURN RIGHT TURN ROSS STREET LOL OLLETOR MINOR RTERIL PRINI RTERIL SPEIL MOVEMENTS STNDRD DOULE LEFT TURN MINIMUM DOULE LEFT TURN RIGHT TURN TYPE M-6-D() SETION TRNSITION LENGTH '' 9.' 9.' 9.' 09.09' 88.68' 88.68' 9.' TRNSITION LENGTH '' 09.09' 09.09' 09.09'.79' 97.78' 88.68' 09.09' MINIMUM STORGE '' 90' 00' 50' 00' 50' 50' 90' TYPE S--D SETION MINIMUM STORGE '' 90' 00' 50' 50' 00' 00' 90' URVE # RDIUS 00' 00' 00' 00' 600' 600' 00' URVE # RDIUS 00' 00' 00' 600' 600' 600' 00' URVE # RDIUS 50' 50' 50' 00' 00' 00' 50' URVE # RDIUS 00' 00' 00' 00' 00' 00' 00' PVING DETILS PVING SETIONS ND STREET LYOUTS WITH MEDIN DETILS DEPRTMENT OF PULI WORKS & TRNSPORTTION ITY OF DLLS, TEXS DRWN.. &. DTE FILE NO. PGE NO. PRIL 997 5D 00 LNE WIDTH(S) -' - LNE WIDTH(S) -' -

5 VRILE TO '-0 5'-0 '-0 8'-0-0 '-0 # RS LIGNED WITH PVEMENT REINFOREMENT 6 TYPE I-YELLOW UTTONS ON 0 - (TO E INSTLLED & ORIENTED S DIRETED Y THE ENGINEER). '-R PY LINE & KEYED ONSTRUTION JOINT MONOLITHI MEDIN NOSE # STIRRUP RS PY LINE & KEYED ONSTRUTION JOINT NOTE: MONOLITHI MEDIN NOSE & PVEMENT WITHIN PY LINES SHLL E PID FOR PER EH, OMETE IN E. PVEMENT REINF. RS SETION - PY LINE & KEYED ONSTRUTION JOINT R SETION - DRWN.. &. PVING DETILS MONOLITHI MEDIN NOSE DEPRTMENT OF PULI WORKS & TRNSPORTTION ITY OF DLLS, TEXS DTE FILE NO. PGE NO. PRIL 997 5D 00

6 T/ 8 -/ T/ T/ T T/ / T T/ T/ LER LER 9 THK 5'-0 LER MJOR TYPE STREETS PRE MOLDED EXPNSION / FILLER T UTMENT JOINT ORDING TO RODWY VRIES SPEIFIED ON NS WIDTH / LNE WIDTH EXPNSION JOINT 0'-0 SWED TRNSVERSE DUMMY JOINTS SPED 5'-0 TYPIL (0'-0MX.,MIN) ENTERLINE OF RIDGE- NO JOINT LER SWED DUMMY JOINT 5'-0 TYP. SWED LONGITUDINL DUMMY JOINT OR ONSTRUTION JOINT LER NO. RS ON TRS- -TOP & OTTOM NO. RS ON 9 TRS- -TOP & OTTOM SWED TRNSVERSE DUMMY JOINTS SPED 5' TYPIL (0' MX) ONSTRUTION JOINT OR SWED LONGITUDINL DUMMY JOINT LONG.L. OF LL SINGLE ROD- WY SETIONS EXEPT PVEMENT LESS THN ' WIDE. DDITIONL SIMILR JOINT ON -0 ENTERS EH SIDE.L. FOR RODWY SETIONS WIDER THN 0'. TYP. LOL & OLLETOR TYPE STREETS SPING DIGRM FOR JOINTS IDENTIL FOR STREETS (ONRETE PVEMENT OR SE) ND LLEYS EXEPT THT EXPNSION JOINTS FOR LLEYS SHLL E ED T THE END OF THE RETURN IN LINE WITH THE PROPERTY LINE. SPING OF EXPNSION JOINTS SHLL NOT EXEED 50 FEET. LL EXPNSION JOINT DOWEL RS SHLL E HELD FIRMLY IN E PRLLEL WITH THE PVEMENT SURFE WITH WIRE SKETS MODIFIED TO MOLD ROUND THE REDWOOD EXPNSION ORD. FOR LL LONGITUDINL ONSTRUTION JOINTS PROVIDE TIE RS S FOLLOWS: # RS ON - FOR PVEMENT THIKNESS < IN. # RS ON - FOR PVEMENT THIKNESS > 9 IN. ND < IN. LL TIE RS SHLL E LENGTH ND ENTERED ON THE LONGITUDINL JOINT. VERTIL SW-UT / TO / WIDE KER ROD EZ-7 OR PPROVED EQUL OLD POUR JOINT SELNT LER PVING RKET TRNSITION INTEGRL UR-FROM 7 / TO HEIGHT N NO. RS ON TRS NO. RS ON 9 TRS SETION RIDGE PPROH SL 7 9 PVEMENT THIKNESS '-0-0 '-0 '-0-8 '-0 / REDWOOD EXPNSION JOINT FILLER NO. 6 SMOOTH DOWEL FOR T= NO. 8 SMOOTH DOWEL FOR < T DOWEL OTING 5 TRNSVERSE EXPNSION JOINT IDENTIL FOR STREETS ND LLEYS EZ-7 OR EQUL OLD POUR JOINT SELNT (PIED IN TWO OURSES) / LERNE R STOP DOWEL SLEEVE TO FIT DOWEL ND E SEURED LOSED END DOWEL SUPPORT SHLL E OF METHOD PPROVED Y ENGINEER '-0-0 '-0 '-0-8 ' FORMED GROOVE-EDGES ROUNDED TO / RDIUS FOR T < 9: NO. RS ON TRS. OTH WYS FOR 9 < T < : NO. RS ON TRS. OTH WYS NO. RS ON TRS. OTH WYS FOR T 9 NO. RS ON TRS. OTH WYS FOR 9 T SWED DUMMY JOINT IDENTIL FOR STREETS ND LLEYS EXEPT LLEY LONGITUDINL REINFOREMENT RS FIRST POUR /8 ONSTRUTION JOINT FOR 8 THIKNESS PVEMENT OR SE EZ-7 OR PPROVED EQUL OLD POUR JOINT SELNT SEOND POUR KER ROD LP RS 0 DI. & TIE W VOID SPE PVEMENT SURFE TYPIL JOINT SELING DETIL W TO.5 W EZ-7 OR PPROVED EQUL JOINT SELNT (MEDIUM VISOSITY- 500 TO 700 SYOLT T 77^F) LOSED ELL KER ROD, POLYURETHNE OMPOSITION. DIMETER = W+ /8 IN. (DELETE KER ROD FOR EXPNSION JOINTS) NOTES W = JOINT WIDTH EXPNSION JOINT SHLL E FILLED WITH SELNT IN TWO PITIONS. FIRST PITION 0 SHLL E MDE WITH HIGH VISOSITY EZ TO 000 SYOLT T 77 F. SEOND PITION 0 SHLL E MDE WITH MEDIUM VISOSITY EZ TO 700 SYOLT T 77 F. ONE WEEK URE TIME REQUIRED ETWEEN PITIONS. MINIMUM 8 HOUR URE TIME REQUIRED EFORE OPENING TO TRFFI (LL SELED JOINTS). FOR GRDE EXEEDING 0%, HIGH VISOSITY EZ-7 SHLL E USED FOR SELING LL LONGITUDINL JOINTS. EZ-7 JOINT SELNT PRODUED Y EZ SEL, LL, 08 N. OWSER, SUITE 0,. (RIHRDSON, TX., 7508 ( ) JOINTS IN FE OF UR SHLL E SELED WITH EZ-7 JOINT SELNT HIGH VISOSITY, OLD POUR OR EQUL. 0 8 '-0-8 ' MJOR STREETS 0 8 '-0-8 ' HNGE R SPING ROSS JOINTS TO TRS. FOR LONGITUDINL JOINTS '-0 ' '-0 ' '-0-6'-0 - ' ' SPING DIGRM FOR DOWELS T EXPNSION JOINTS LOL & OLLETOR STREETS 5'-0 - '-0 57'-0-5 ' FORMED GROOVE-EDGES ROUNDED TO / RDIUS FIRST POUR NO. RS ON TRS. OTH WYS /8 KER ROD ONSTRUTION JOINT FOR MINIMUM THIKNESS PVEMENT OR SE IDENTIL FOR STREETS ND LLEYS EXEPT LLEY LONGITUDINL REINFOREMENT RS EZ-7 OR PPROVED EQUL OLD POUR JOINT SELNT SEOND POUR LP RS 0 DI. & TIE PVING DETILS PVEMENT JOINTS ND RIDGE PPROH SL DEPRTMENT OF PULI WORKS & TRNSPORTTION ITY OF DLLS, TEXS DRWN.. &. DTE FILE NO. PGE NO. PRIL 997 5D 00

7 ' TRNSITION 5' WLK MX. % MX, % % MX. USUL ND MX..5' IF P LOSER LESS % ' WLK L 'NORML ('MINIMUM) WLK % MX. % % MX. WLK TO % MX. WLK TO ' USUL % MX. P TO ' USUL VRIES -/ VRIES % MX. SLOPE % MX. SLOPE LIMITS FOR PROP. PY PVEMENT LIMIT FOR PROP. PY DRIVE OR 57 6 & 56 FE OF UR ' ON. WLK WLK WY FROM UR PVING LIMIT 57 REINF. ON. NORMLLY. (8 REINF. ON. FOR OMMERIL OR INDUSTRIL ESS) PVE DRIVEWYS TO K OF WLK WHEN DRIVES INTERSET PVING LIMIT WIDTH VRIES WIDTH PVING LIMITS FOR INTERSETING DRIVEWYS 57 REINF. ON. NORMLLY. (8 REINF. ON. FOR OMMERIL OR INDUSTRIL ESS) 5' ON. WLK PROPERTY LINE WLK UTTING UR T/ T/ METL KEYWY ' SETION - ROUT ND SEL DEEP THROUGH LIMITS OF KEYWY. NO. RS % MX. SLOPE NO EXTR PY FOR INRESED THIKNESS 8 OR DRIVE % PROPERTY LINE T 5' TRNSITION 5' RTERILS ' LOL/OLLETORS (VRILE WIDTH) 5' RTERILS 5' TRNSITION ' LOL/OLLETORS EXPNSION JOINT REQUIRED T P L LONGITUDINL SWED OR TOOLED JOINT (SWED DEPTH = T/, TOOLED DEPTH = /) KEYWY /' MX. SLOPE EXPNSION MTERIL ND PY LINE THE GRDE REK T THE GUTTER LINE ND T NY POINT WITHIN 0 FEET OF THE GUTTER LINE MUST NOT EXEED PERENT UNLESS VERTIL URVE IS PROVIDED. SETION - NOTES:. LL SWED DUMMY JOINTS SHLL E SELED WITH EZ-7 OR PPROVED EQUL OLD POUR JOINT SELNT.. TOOLED OR SWED JOINT WILL E REQUIRED T ENTERLINE OF LL DRIVEWYS LESS THN ' WIDE. DDITIONL JOINTS WILL E REQUIRED T EQUL SPINGS FOR DRIVEWYS WIDER THN '.. OFFSETS IN DRIVES TO MTH PROPOSED WLKS WILL E UILT MONOLITHI WITH THE DRIVE.. PVEMENT JOINTS WILL NOT EXTEND THROUGH DRIVE EXEPT S PROVIDED FOR IN NOTES 9 ND 0 ELOW FOR ENTERLINE DRIVEWY JOINTS. 5. KEYWY LIMITS WILL OINIDE WITH LIMITS OF UR. 6. REINFORING STEEL WILL NOT EXTEND THROUGH KEYWY. DRIVE WILL NOT E TIED TO PVEMENT. 7. LENGTH OF TRNSITION FOR UR T EH SIDE OF DRIVE MY VRY DUE TO STREET GRDES ND REQUIREMENT TO HOLD MXIMUM SLOPE OF /'. 8. N EXPNSION JOINT WILL E REED T THE PROPERTY LINE. 9. TRNVERSE SWED DUMMY JOINTS SHLL E ONSTRUTED ON 5' SPINGS FOR DRIVEWYS S MESURED FROM THE K OF UR. 0. LONGITUDINL SWED OR TOOLED DUMMY JOINTS SHLL E ONSTRUTED FROM THE GUTTER EDGE TO THE PROPERTY LINE FOR LL DRIVEWYS WIDER THN 5'.. STREET JOINTS SHLL E DJUSTED IN LOTIONS TO LINE UP WITH DRIVEWY ENTERLINES. EXPNSION MTERIL ND PY LINE ON. SIDEWLK ' NORML % MX. PY LINE T K OF UR REINF. ON. DRIVE NORMLLY- 57(8 REINF. ON. DRIVE FOR OMMERIL OR INDUSTRIL ESS.- ENTERLINE OF DRIVE ROUT ND SEL DEEP LENGTH OF KEYWY ON. SIDEWLK NO. RS PRLLEL TO EDGE OF DRIVE NO. RS ON ENTERS OTH WYS. NO EXPNSION MTERIL ONRETE SIDEWLK EXPNSION MTERIL SETION REINF. ON. DRIVE KEYWY ' MINIMUM LOL/OLLETORS (SERVING LOW TO MED. DENSITY RESIDENTIL PROPERTY) 0' MINIMUM RTERILS ND LOL/OLLETORS (SERVING HIGH DENSITY RESIDENTIL/OMMERIL PROPERTY) ' MINIMUM LLEY TURNOUTS POUR TRNSITION TO OTTOM OF ON. SL OF STREET DRIVEWY TURNOUT DETIL LL STREETS FE OF UR DRWN.. &. PVING DETILS DRIVEWY TURNOUTS DEPRTMENT OF PULI WORKS & TRNSPORTTION ITY OF DLLS, TEXS DTE FILE NO. PGE NO. PRIL 997 5D 00

8 5' WLK % MX. SLOPE MX..0% USUL ND MX..5' IF P LOSER LESS % MX. ' WLK L WLK RE ' NORML ' % MX. MX. % WLK TO ' USUL -/ NO. RS % MX. SLOPE PROPERTY LINE LIMITS FOR PROP. PY PVEMENT LIMIT FOR PROP. PY DRIVE & 6 ROUT ND SEL DEEP THROUGH LIMITS OF KEYWY. T/ T/ NO. RS % MX. SLOPE DR. METL KEYWY NO EXTR PY FOR INRESED THIKNESS ' SETION - PROPERTY LINE T ' TRNSITION '-0 (VRILE WIDTH) EXPNSION JOINT '-0 ' TRNSITION /' MX. SLOPE KEYWY 5'-0 LOT LINE EXPNSION MTERIL ND PY LINE ' SETION - NOTES:. OFFSETS IN DRIVES TO MTH PROPOSED WLKS WILL E UILT MONOLITHI WITH THE DRIVE.. PVEMENT JOINTS WILL NOT EXTEND THROUGH DRIVE.. KEYWY LIMITS WILL OINIDE WITH LIMITS OF UR.. REINFORING STEEL WILL NOT EXTEND THROUGH KEYWY. DRIVE WILL NOT E TIED TO PVEMENT. 5. MXIMUM SLOPE ON DRIVE IN NY DIRETION SHOULD E TO RESPET PRINIES OF RRIER FREE ONSTRUTION. 6. LENGTH OF TRNSITION FOR UR T EH SIDE OF DRIVE MY VRY DUE TO STREET GRDES ND REQUIREMENT TO HOLD MXIMUM SLOPE OF /'. 7. N EXPNSION JOINT SHLL E ED T THE PROPERTY LINE. 8. NOTES,,, 0,, ND ON PGE 00 ONERNING PVEMENT JOINTS PY TO THIS PGE LSO. EXPNSION MTERIL ND PY LINE % MX. ' NORML REINF. ON. DRIVE 57 8' MINIMUM TRNSITION ON. SIDEWLK ONRETE SIDEWLK EXPNSION MTERIL REINFORED ONRETE DRIVE ON. SIDEWLK PY LINE T K OF UR ROUT ND SEL DEEP LENGTH OF KEYWY NO. RS PRLLEL TO EDGE OF DRIVE NO. RS ON ENTERS OTH WYS. NO EXPNSION MTERIL SETION - KEYWY '-0 '-0 '-0 '-0 0' MINIMUM ON LOL/OLLETOR STREETS SPEIL DRIVEWY TURNOUT DETIL LOL STREETS FE OF UR NOTE: THIS IS FOR USE ONLY FOR DRIVES ONSTRUTED 5' OFF THE LOT LINE WHEN PPROVED Y THE ITY. SPEIL DRIVEWY TURNOUTS ONLY FOR DRIVEWYS ONSTRUTED 5 FEET OFF THE LOT LINE DEPRTMENT OF PULI WORKS & TRNSPORTTION ITY OF DLLS, TEXS DRWN.. &. DTE FILE NO. PGE NO. PRIL 997 5D 00

9 '-0 VLLEY GUTTER RTERILS ND PRINI MINOR WILL MINTIN NORML OUETS THROUGH INTERSETIONS OF ROWN 5' ND OLLETOR STREETS LOL VRITION. WITHOUT NORML ROWN TRNSITION DJUSTMENTS ROWN LOL ND FOR STREETS OLLETOR '-0 USUL '-0 USUL VLLEY GUTTER RDIUS POINT R. '-0 6'- 0 # RS ON TRS. VLLEY GUTTER '-0 NORML ROWN FOR THOROUGHFRES NORML ROWN +/ FOR LOL & OLLETOR STREETS PROLI ROWN ( DJUSTMENT T VLLEY GUTTER ) 5' NORML ROWN + 0' 5' USUL NORML ROWN 5' NORML ROWN NORML ROWN WLK RE GUTTER NORML ROWN VRIES % MX. SIDE ELEVTION SIDEWLK SLOPE MIN: to ' MX: to ' ' USUL ' VRILE SIDEWLK DRIVEWY SLOPE TO ' MIN- TO ' MX. T.. 8% 8% MXIMUM MX SLOPE DESIRLE TO ' EHIND TO P S.W. L % MXIMUM SLOPE FROM ' EHIND SIDEWLK TO P L GRDE REKS EXEEDING % REQUIRE VERTIL URVE. SETION THRU. PRIVTE DRIVE '-9 '- DRIVEWY WITH STEPS IN ENTER TRNSVERSE R DIGRM PY LIMIT OF DRIVEWY SETION '-0 '- '-9 NO RS ON TRS. OTH WYS '-0 '-0 MIN '-0 '-0 MIN 9'-0 MIN '-0 MIN WHEN WITH DRIVEWY WLL '-0 ONRETE WLK NO RS ON TRS OTH WYS FE OF UR LOK-OUT LIMIT IF NOT MONOLITHI PVEMENT REINFOREMENT LPPED 0 DI. OR WITH STREET PVMT. NO. R DOWEL '-0 LONG DRIVEWYS ON RTERIL STREETS SHLL HVE FE OF UR RDII. USE ONLY TO MTH EXISTING ONDITIONS S DIRETED Y THE ENGINEER. DETIL ON PGE 00 STNDRD. LP NO. LONG RS DOWELS EXPOSED 0 DIMETERS PROPERTY LINE REINF. ON. PVMT. DRIVEWY PVING DETILS ON. GUTTER SPH. PVMT. -0MINIMUM PVMT. RS EXPOSED 0 DIMETERS HLF N SPH. ON. PVMT. HLF N REINF. ON. PVMT. WITH SEPRTE ON. UR WITH INTEGRL ON. UR ND GUTTER DRIVEWYS ON RTERIL STREETS SHLL HVE FE OF UR RDII. N '- USUL LOL STREET 9'- USUL RTERIL ND OLLETOR REINF. ON. PVMT. PY LIMIT '- USUL LOL STREET 9'- USUL RTEIL ND OLLETOR PY LIMIT FE OF UR GRVEL DRIVE SPHLT TRNSITION ON. DRIVE PPROH EXIT GRVEL DRIVE OR 8 REINF. ON. DRIVE ONRETE DRIVE PPROH ONNETION TO GRVEL DRIVE FINE GRDE SURFE HOT MIX SPHLTI ONRETE, ITEM 50 THIK-RESIDENTIL SINGLE FMILY, DUEX OR GRIULTURL THIK-MULTIFMILY, RETIL OR OFFIE 8 THIK-OMMERIL OR INDUSTRIL GENERL NOTES. NOTES - ON PGE 00 LSO PY TO THIS PGE.. R LPS SHLL E 0 DIMETERS.. LTERNTE REINFOREMENT FOR # RS ON - :. PPROVED WELDED WIRE FRI SHEETS MY E USED IN LIEU OF DEFORMED REINFORING RS.. THE WIRE FRI SHLL E SUPPORTED ON ENTERS OTH WYS Y PPROVED R HIRS.. THE SIZE OF THE WIRE FRI SHLL E X-W.5XW.5 WITH NOMINL DI. OF 0. IN. & NOMINL WT. OF 0.9 LS/LIN. FT. PVING DETILS PVING DETILS FOR DRIVEWYS ND INTERSETIONS DEPRTMENT OF PULI WORKS & TRNSPORTTION ITY OF DLLS, TEXS DRWN.. &. DTE FILE NO. PGE NO. PRIL 997 5D 005

10 7 / / T/ / T T VRIES T/ T T T/ T T T T T T/ T/ T/ T/ R R 7 7 / FULL ROWN / T/ T T/ - '-'-'-'- '- '- '-'-'- 5'- '-9'-9 '-9 '-9 8'- '- '- '- '- 5'-0 5'-0 0'- 5'-0 5'-0 '-0 '-0'-0'-0'-0 '-0'-0'-0'-0 '-0'-0 '-0 '-0 '-0'-0'-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '- '-0 '-0 '-0'-0'-0'-0'-0'-0'-0 '- '- 5'-5'- 5'- 5'- 7'-0 7'-0 8'- 7'-0 7'-0 0'- 7'- 7'- 7'- 7'- '-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '- '-0'-0'-0 '-0 '-0'-0'-0'-0 '-0'-0'-0'-0'-0 '- '-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '-0 '- VRIES ORDING TO RODWY WIDTH SPEIFIED RODWY WIDTH 0' 0' 6' 6' ' ' 6' 6' 0' 0' ' ' 56' 56' 60' 60' SPHLT SURFE OF THIKNESS SPEIFIED TYPE SURFE ONRETE SPHLT ONRETE SPHLT ONRETE SPHLT ONRETE SPHLT ONRETE SPHLT ONRETE SPHLT ONRETE SPHLT ONRETE SPHLT HLF SETIONS- REINFORED ONRETE PVEMENT ND URS SHEMTI HLF SETION OF REINFORED ONRETE SE WITH INTEGRL UR & GUTTER ND SPHLT SURFE EXEPT S INDITED OVE, LL SETION DETILS SHLL E IDENTIL TO THOSE SHOWN ELSEWHERE ON THIS SHEET FOR OLLETOR ND LOL TYPE STREETS. TLE OF ROWN HEIGHTS ND ORDINTES FOR VRIOUS PROLI SETIONS SEE NOTE. TOTL ROWN LL RS FOR T < 9 TO E NO. TRNSVERSE RS TO E SPED ON '-0 ENTERS. LL RS TO E NO. FOR 9 < T < (LTERNTE USING PROLI SETIONS) / POINT MID POINT / POINT / POINT -/ -/ -/ -/ -/8-5/ -/8-5/ -/8-5/ -/8-5/ -/ 5-/ -/ 5-/ MID POINT / -/ -/ -/ -/ -/ -/ -/ -/ -/ -/ -/ / POINT / / / 5/ /8 7/ /8 7/ /8 7/ /8 7/ / 9/ / 9/ STNDRD PVEMENT THIKNESS (T) OF STREETS FOR VRIOUS STREET LSSIFITIONS ND TRFFI LODING RE S FOLLOWS: LSSIFITION T -LOL STREET, NOT ON US ROUTE. -LOL STREET, ON US ROUTE. -RESIDENTIL OLLETOR -OMMUNITY OLLETOR NORML TRFFI LODING. -OMMUNITY OLLETOR HEVY TRFFI LODING. -PRINI ND MINOR RTERILS, NORML TRFFI LODING. -PRINI ND MINOR RTERILS, HEVY TRFFI LODING. -D STREETS -D STREETS (LTERNTE ) ON T 0ON 8EMENT STILIZED SUGRDE (0%) SEE PVING MNUL, TLE V- FOR DETILS SEPRTE ON. UR & GUTTER LL ROWNS TO E PROLI IN SETION ND SYMMETRIL OUT ENTERLINE. VRIES ORDING TO RODWY WIDTH SPEIFIED S SPEIFIED ( USUL ) / THIK. FINE GRDED SPHLT SURFE OURSE FIRST POUR / ORSE GRDED SPHLT INDER SHEMTI HLF SETION OF SPHLT PVEMENT WITH SEPRTE ONRETE UR & GUTTER LL DETILS RELTING TO ROWN HEIGHTS ND ONTOUR SHLL E IDENTIL TO THOSE SHOWN FOR REINFORED ONRETE SE WITH SPHLT SURFE. SPHLT SHLL E ED IN LIFTS OF NO MORE THN INHES. GENERL NOTES FOR LL TYPES OF REINFORED ONRETE PVEMENT OR SE -- RTERIL, OLLETOR, & LOL.. LL SUGRDE OMPTION UNDER STREET PVEMENT SHLL E 98% STNDRD PROTOR DENSITY T +% OF OPTIMUM MOISTURE.. THE MINIMUM OMPRESSIVE STRENGTH OF ONRETE T 8 DYS SHLL E S INDITED ON THE NS ND ON THE SPEIFITIONS.. RS SHLL ONFORM TO ITY OF DLLS STNDRD SPEIFITIONS ND E GRDE 0 ksi DEFORMED REINFORING RS. SIZES ND SPING SHLL E S INDITED HEREIN EXEPT SUH LTERNTES THT MY E LLOWED IN THE SPEIFITIONS.. LL UR ND UR & GUTTER SHLL E INTEGRL WITH PVEMENT OR SE EX- EPT THT FOR SPHLT PVEMENT. 5. S REFLETED IN TLE OF ROWN HEIGHTS ND ORDINTES FOR VRIOUS PR- OLI SETIONS, TOTL ROWN HEIGHTS FOR SPHLT PVEMENT ND ONRETE SE WITH SPHLT SURFE SHLL E UNIFORMLY ONE INH GRETER THN THOSE INDITED FOR ONRETE SURFES, WIDTH FOR WIDTH OF RODWY. 6. ROWNS FOR LL DIVIDED RTERIL STREET TYPE SHLL E STRIGHT LINE SLOPES. 7. ROWNS FOR LL UNDIVIDED RTERIL, LOL OR OLLETOR STREET TYPES MY E PROLI OR STRIGHT IN SETION. 8. DETIL ND RRNGEMENT OF JOINTS, LL TYPES, SHLL E S SHOWN ON SHEET INTEGRL ONRETE UR ND UR & GUTTER SHLL E OF THE SME OM- PRESSIVE STRENGTH S THE PVEMENT OR SE. 0. SEPRTE ONRETE UR & GUTTER SHLL E OF THE STRENGTH SPEIFIED ON THE NS.. SEPRTE ONRETE UR & GUTTER SHLL E MRKED /8 DEEP WITH N P- PROVED TOOL IN 5 FOOT SETIONS. EH FOURTH JOINT SHLL E N EXPNSION JOINT ONFORMING IN DETILS TO THOSE SHOWN IN PRT FOR PVEMENT EX- EPT THT THE FILLER SHLL E OF / INH PRE-MOLDED ITUMINOUS JOINT MTERIL SHPED SIMILR TO THE ROSS SETION OF UR & GUTTER. THREE DOWELS SHLL E EMOYED FOR EH EXPNSION JOINT.. R LPS SHLL E 0 DIMETERS.. SIX INHES OF LIME STILIZED SUGRDE REQUIRED WHEN THE SOIL P.I. IS GRETER THN 5 FOR LOL STREETS. -EIGHT INHES OF LIME OR EMENT TRETED SUGRDE REQUIRED WHEN THE SOIL P.I. IS GRETER THN 5 FOR OLLETOR OR RTERIL STREETS, NORML TRFFI LODING. -EIGHT INHES OF EMENT MODIFIED SUGRDE (T % DRY WEIGHT OF SOIL) FOR RTERIL STREETS WHEN SOIL P.I. IS LESS THN OR EQUL TO 5, NORML TRFFI LODING. -EIGHT INHES OF EMENT STILIZED SUGRDE FOR OMMUNITY OLLETOR ND RTERIL STREETS REGRDLESS OF SOIL P.I. FOR HEVY TRFFI LODING S. (SEE PVING MNUL, TLE V-) -D STREETS REQUIRE T, 650 PSI OMPRESSIVE STRENGTH ON OMPTED SUGRDE WITH 0 THIK REINFORED ONRETE PVEMENT, REGRDLESS OF SOIL P.I. OR, IN THE LTERNTE, 8 INHES OF EMENT STILIZED SUGRDE (T 0% OF DRY WEIGHT OF SOIL) WITH 0 THIK REINFORED ONRETE PVEMENT. SEE PVING MNUL, TLE V- FOR DETILS. /8 R /8 R PY LIMIT REINF. ON. WLK. # RS O.. OTH WYS OR X-6G. WIRE MESH. R R NOTES: SUGRDE UNDER WLK MUST E OMPTED TO 95% PROTOR, OR USE SND USHION OF THIKNESS. : TTER / R : TTER / R INTEGRL UR '- 5'-0 NO EXPNSION MTERIL /8 R /8 R 7 / 0 / # R /8 R '- 5/8 PY LIMIT SEPRTE UR & GUTTER REINFOREMENT SHLL E NO. RS PY LIMIT : TTER / R UR ND UR & GUTTER MOUNTLE UR ND GUTTER DETILS REINF. ON. WLK DETILS R.O.D. : TTER / '- /8 R /8 R SPEIFIED H.M... THIKNESS '-0 '- '- '-0 SPEIL UR & GUTTER R INTEGRL UR & GUTTER 8 PVING DETILS PVEMENT HLF SETIONS R ND UR SETIONS DEPRTMENT OF PULI WORKS & TRNSPORTTION DRWN.. &. T : TTER / R NOTE: SEPRTE UR WITH ND 8 GUTTER SHLL E USED ONLY S REEMENT TO MTH EXISTING ONDITIONS. 000 P.S.I. REINF. ON. LYDOWN UR & GUTTER ITY OF DLLS, TEXS /8 R DTE FILE NO. PGE NO. PRIL 997 5D 006

11 7/ PY LINE SIDEWLK WIDTH -/ LIMITS FOR PROP. PY 6 & 56 PVEMENT LIMIT FOR PROP. PY DRIVE 9 0 / 0 9 / VRILE /8R 90^ /R 8 : TTER /R /8R NOTE: GUTTER SLOPES / /8R NO. 5 PY LIMIT NO. 90^ NOTE: GUTTER SLOPES / /R : TTER /R PVEMENT FOLLOWS STREET ONTOUR /8R NO. 5 PY LIMIT NO. 90^ /R : TTER /R 8 /8R PVEMENT FOLLOWS STREET ONTOUR NOTE: GUTTER SLOPES / H.M... /8R VRILE USUL R R REINFOREMENT SHLL E NO. 5 RS REINFOREMENT SHLL E S NOTED REINFOREMENT SHLL E S NOTED FOR REEMENT OF MID-LOK SETIONS TO MTH EXISTING D SEPRTE UR & GUTTER SLE: / = ' EXPNSION JOINT 5' MIN PROPERTY LINE OR LDG. LINE NO. RS ON ENTERS OTH WYS NO EXPNSION MT'L STREET 0' TYP 5' MIN D DRIVEWY TURNOUT DETIL SLE: = 5' WRP LINE EXPNSION JOINT NO. RS PRLLEL TO EDGE OF DRIVE D INTEGRL UR D INTEGRL UR & GUTTER SLE: / = ' SLE: / = ' NO SLE NOTES: T/ T/ METL KEYWY NO SLE. STNDRD PVEMENT FOR D STREETS IS INTEGRL UR WITH 0 THIK REINFORED ONRETE PVEMENT ON T 650 PSI, NO SPHLT SURFES. NY EXEPTIONS MUST E PROVIDED FOR IN THE NS PPROVED FOR THE PROJET.. 9 SE USED WITH STNDRD T, 650 PSI ; 9 SE USED ON LTERNTE 8 EMENT STILIZED SUGRDE (@0%). KEYWY LIMITS WILL OINIDE WITH LIMITS OF UR.. REINFORING STEEL WILL NOT EXTEND THROUGH KEYWY. DRIVE WILL NOT E TIED TO PVEMENT. 5. MXIMUM SLOPE ON DRIVE IN NY DIRETION SHOULD E PER '. TO RESPET PRINIES OF RRIER FREE ONSTRUTION. 6. LENGTH OF TRNSITION FOR UR T EH SIDE OF DRIVE MY VRY DUE TO STREET GRDES ND REQUIREMENT TO HOLD MXIMUM SLOPE OF PER '. EXPNSION MTERIL - REINFORED ONRETE DRIVE NO. RS SETION - ROUT ND SEL DEEP THROUGH LIMITS OF KEYWY. ' NO EXTR PY FOR INRESED THIKNESS DR. REMOVE EXIST. UR & GUTTER 0 PROPOSED UR PY LINE 9 REINF. ONRETE SE P.S.I. ONRETE INTERGRL UR WITH GUTTER 0 50 REMOVE EXIST. ONRETE SE WITH SPHLT SURFE 0 NO SLE SPHLT ONRETE FINE GRDED SURFE OURSE VRILE THIKNESS //' Desirable Max. 0.'/' bsolute Max. PY LINE D PVEMENT REEMENT REMOVL OF SPHLT ONRETE OVER ONRETE SE WHIH WILL REMIN IN E WILL E PID FOR S 0 ' USUL 0 D SEPRTE UR & GUTTER 60 SWUT EXIST. SPHLTI ONRETE SURFE EXIST. ONRETE SE TO REMIN 000 P.S.I. R.. ST. HEDER TO E USED WHERE EXIST. STEEL NNOT E EXPOSED OR WHERE SE IS DETERIORTED. PY FOR S 60 NOTE: RRIER FREE RMPS SHLL HVE GROOVED RKE FINISH /8 DEEP SPED PRT. DRIVEWY RMPS NEED NOT E RKED. 6' VRILE HEIGHT UR TO 5/8 NON-REINFORED ONRETE SIDEWLK ITEM 57 SETION - NO SLE 0 P.. WRP 8 THRU 5 / WRP UR R... F - REINFORED RMP WITH NO. RS T O..E.W. K OF WLK TO K OF UR 6' VRILE HEIGHT UR TO 5/8 '- GRID LONG UR 8 FE OF UR D RRIER FREE RMP SLE: = 0'R PROPERTY LINE -NON-REINFORED ONRETE WLK P.. 7'- PY LINE EXPNSION JOINT '- GRID LONG UR USUL TOOLED JOINTS / EXPNSION JOINT EVERY 0' TYPIL SIDEWLK SLE: = NOTE: TOOLED JOINTS FOR SIDEWLKS GINST UR MUST MTH STREET PVING JOINTS. EXPNSION JOINTS FOR SIDEWLKS GINST UR MUST LIGN WITH THE EXPNSION JOINTS IN STREET PVEMENT. /R R D DETIL FOR SHLLOW DEPRESSION INLETS SLE: /=' NOTE: SEE PGE 00 FOR REINFOREMENT DETILS MISELLNEOUS DETILS D SPEIL DETILS DEPRTMENT OF PULI WORKS & TRNSPORTTION ITY OF DLLS, TEXS DRWN.. &. DTE FILE NO. PGE NO. PRIL 997 5D 007

12 '-0 '- '- USUL 7/ 7/ '-0 USUL 9 TO.. '- TO.. USUL '- USUL 5'- NORML UR INT. 7 / / 6 / / 8 / 7 NORML UR INT. '-0 ' '- VRILE '-0 '- '- '- '- STNDRD REESSED STORM DRINGE INLETS & URS SPEIL Y INLET STNDRD TYPE Y INLET USE 9 LONG NO. RS ON TRS. DRILLED INTO THE K OF INLET ND INTO SIDEWLK ND EPOXY GROUTED '-0 '- '- '- '- '- ' RDIUS ON. WLK / PREMOLDED EXPNSION MTERIL / EXPNSION MTERIL P OF STREET L ' RDIUS ON. WLK / EXPNSION MTERIL ' RDIUS VRILE HEIGHT UR WRP PVE. SURF. TO THROT OF INLET NORML FE OF UR PY LIMIT LINE NOTE: STREET SWED DUMMY JOINT SHLL E TOOLED THROUGH INLET THROT. VRILE WITH SIZE OF INLET ' RDIUS LOKOUT LINE ONSTRUT EXPNSION JOINTS T LOKOUT EDGES VRILE HEIGHT UR PROVIDE STREET SWED DUMMY JOINT OR ONSTRUTION JOINT IN LINE WITH LOKOUT EDGES FOR ON. INTEGRL PVEMENT. R R D R NOTES: DEPTH OF INLETS MY VRY TO SUIT ONDITIONS IN THE FIELD OR S SPEIFIED ON NS. USE ITY OF DLLS STNDRD INLET FRME & OVER PGE 00 ( /8 FRME) ENT RS STRIGHT RS LL REINFORING SHLL E NO. RS. TOP OF INLET GUTTER GRDE T NORML FE OF UR GUTTER GRDE LONG VRILE HEIGHT UR. R R '- WELD SETION - E RS R ON. UILD UP '-0 SLOPE / PER FOOT VRILE WLK '-0 SLOPE / PER FOOT ON. UILD UP SETION - /R R 8 7/8 '- SETION - RS SHLL E NO. 8 RS ED S SHOWN & WELDED T EH ORNER OF THE INLET. LL OTHER RS SHLL E NO. 5 RS ED S SHOWN. '- '-0 '-0 SETION - FOR, 8 & 60 INLETS SETION - FOR 6', 8' & INLETS NOTE:. SEE PGE 00 FOR REINFORING & EM.. STI OR NEOPRENE OTED STEEL STEPS SHLL E PROVIDED FOR LL EXTR DEPTH INLETS GRETER THN.5' ND SHLL E EMEDDED SEURELY INTO K OF INLET ON 5 ENTERS VERTILLY ND STGGERED ON ENTERS HORIZONTLLY.. SEE DETIL OVE FOR PROPER INLET TIE-IN TO DJENT SIDEWLK FOR LL SIZE INLETS THT RE DJENT TO SIDEWLKS.. GENERL NOTES -0 ON SHEET 00 LSO PY TO THIS SHEET. 5. EXPNSION JOINTS SHLL E ONSTRUTED LONG EDGES OF LL STREET INLET PVEMENT LOKOUTS. 6. ONRETE FOR INLETS TOPS SHLL E LSS HND FINISH ONRETE (500 psi) WHEN USED IN STREETS ND LLEYS. RS R '-0 SETION - LER WELD SETION - DRINGE DETILS STNDRD INLETS & URS Y TYPE INLETS DEPRTMENT OF PULI WORKS & TRNSPORTTION ITY OF DLLS, TEXS DRWN.. &. DTE FILE NO. PGE NO. PRIL 997 5D 00

13 5'-0 5'-0 '- '-0 '-0 '- '-0 '-0 5'-0 '- 5'-0 ' '- 6'- 0 UPSTREM VRIES - 6'-0 TO -0 7'-0 DOWNSTREM VRIES- '-0 TO 5'-0 TOP OF UR UPSTREM VRIES - 6'-0 TO -0 5'- DOWNSTREM VRIES - '-0 TO 5'-0 TOP OF UR DO NOT INLUDE VRILE HEIGHT UR IN UNIT PRIE ID FOR INLET DO NOT INLUDE VRILE HEIGHT UR IN UNIT PRIE ID FOR INLET GUTTER FLOW LINE T UR FE. DO NOT INLUDE VRILE HEIGHT UR IN UNIT PRIE ID FOR INLET DO NOT INLUDE VRILE HEIGHT UR IN UNIT PRIE ID FOR INLET GUTTER FLOW LINE T UR FE. LTERL LTERL SETION - 0 SLE FEET SETION F-F 0 SLE FEET 8'-0 7'-0 FLOW RS FLOW TOP OF UR FLOW RS FLOW TOP OF UR / X MH. OLTS '- WF 5.5-'-8 LONG / MORTR FINISH, TROWEL TO SMOOTH HRD SURFE / X MH. OLTS WF 5.5- '-8 LONG MORTR FINISH, TROWEL TO SMOOTH HRD SURFE LTERL LTERL EXPNSION JOINT 5 RS G DO NOT INLUDE VRILE HEIGHT UR IN UNIT PRIE ID FOR INLET. RS DEPRESSION OF GRTES TO SUIT ONDITIONS. R. '-0 '-0 SETION - 0 SLE FEET '-0 5 RS G / R. '- SETION - 0 SLE FEET 8'-0 8 R N VIEW 0 SLE FEET ST WITH UR 6 RS # SEE SHEET 00 FOR STEEL DETILS FOR WLLS & OTTOM SEE SHEET 00 FOR STNDRD FRME DETIL ND SHEET 900 FOR GRTE DETILS. DO NOT INLUDE VRILE HEIGHT UR IN UNIT PRIE ID FOR INLET. RS UR STNDRD INLET GRTES ND FRMES. SEE PGE 00. STEEL DETIL 8'-8 - TRIE GRTE INLET 5'- - DOULE GRTE INLET RS - #5 R, 9'-8 LONG ( TRIE GRTE INLET ) 6'- LONG ( DOULE GRTE INLET ), REQUIRED. '-0 R. RS - #5 R, '-9 LONG, 8 REQUIRED ( TRIE GRTE INLET ; 6 REQUIRED ( DOULE GRTE INLET ) '- RS G - # R, '- LONG, 5 REQUIRED ( TRIE GRTE INLET ) ; REQUIRED ( DOULE GRTE INLET ) PROVIDE ONE STREET OR LLEY SWED DUMMY OR ONSTRUTION JOINT IN LINE WITH EDGE OF EH INLET. 5 RS G DO NOT INLUDE VRILE HEIGHT UR IN UNIT PRIE ID FOR INLET. PROVIDE ONE STREET OR LLEY SWED DUMMY OR ONSTRUTION JOINT IN LINE WITH EDGE OF INLET FOR EVERY TWO INLETS DJENT TO EH OTHER. RS DEPRESSION OF GRTES TO SUIT ONDITIONS. R. '-0 '-0 SETION D-D 0 SLE FEET '-0 F E / R. '- D D SETION E-E 0 SLE FEET 6'- 6 RS N VIEW 0 SLE FEET ST WITH UR 6 RS # SEE SHEET 00 FOR STEEL DETILS FOR WLLS & OTTOM SEE SHEET 00 FOR STNDRD FRME DETIL ND SHEET 900 FOR GRTE DETILS. DO NOT INLUDE VRILE HEIGHT UR IN UNIT PRIE ID FOR INLET. RS E F RS G GENERL NOTES: UR. PROVIDE EXPNSION JOINTS LONG EDGES OF LL STREET PVEMENT LOKOUTS.. ONRETE FOR INLET TOPS SHLL E LSS HND FINISH ONRETE (500 psi) WHEN USED IN STREETS ND LLEYS.. TYPE L GRTES SHLL E USED S SHOWN ON SHEET LTERL MY ENTER INLET T NY GRDE, NGLE OR LOTION. INLUDE IN UNIT PRIE ID FOR STNDRD GRTE INLET OMETE IN E LL ITEMS, INLUDING EXVTION. 5. REINFORING STEEL ND STING SHLL ONFORM TO THE SPEIFITIONS. 6. EXTR DEPTH OF INLETS WILL E DIMENSIONED ON NS. SEPRTE ID ITEM PER FOOT OF EXTR DEPTH WILL E PROVIDED. STEPS WILL E REQUIRED. 7. PROVIDE STREET ND LLEY JOINTS S SHOWN FOR INTEGRL ONRETE PVEMENT. DRINGE DETILS DOULE GRTE INLET TRIE GRTE INLET DEPRTMENT OF PULI WORKS & TRNSPORTTION ITY OF DLLS, TEXS DRWN.. &. DTE FILE NO. PGE NO. PRIL 997 5D 00

14 7^5 PY LINE EXPNSION JOINT L RS L '-7 L L PY LINE L R ODE D F G H J K U STEEL SHEDULE FOR -FOOT INLETS NO. REQ'D R SIZE LENGTH 6'- '- '-9 '- 6'- '-9 '-7 '-0 '-0 '-9 SPE WEIGHT (LS.) DESRIPTION ND REMRKS SEE DETILS SEE DETILS SEE DETILS SEE DETILS SEE DETILS SEE DETILS SEE DETILS SEE DETILS STRIGHT RS SEE DETILS WLLS TR. OTTOM TR. SEE SETION EE SEE SETION SEE SETION SEE SETION SEE SETION EE SEE SETION TOTL STEEL FOR '- STNDRD DEPTH INLET. 5 LS. WEIGHT OF STEEL MY VRY WITH INRESED DEPTH OF INLET Y N VERGE OF 7.5 LS PER EH FOOT OF EXTR DEPTH. 5.5 UI YRDS OF 000 P.S.I. ONRETE REQUIRED PER STNDRD INLET ONRETE FOR EH DDITIONL FOOT OF DEPTH 0. U. YD. LTERNTE ONSTRUTION LTERNTE PREST INLET OTTOMS MY E PPROVED ON INDIVIDUL SIS FOR INLETS IN STREETS ND LLEYS ONLY. PRE-ST INLETS SHLL E OF EQUL OR ETTER STRENGTH, MTERIL ND WORK- MNSHIP, ND SHLL MEET THE STNDRD RITERI OF THE ST IN E INLETS SHOWN IN THESE DETILS. ƒ EXPNSION MTERIL EXPNSION MTERIL EXPNSION JOINT VRILE HEIGHT UR ƒ EXPNSION MTERIL D D N VIEW ƒ HMFERS ROUND OPENING PY LINE PROVIDE STREET SWED DUMMY OR ONSTRUTION JOINTS IN LINE WITH EDGE OF INLET WLLS ƒ EXPNSION MTERIL ƒ EXPNSION MTERIL EXPNSION MTERIL PROVIDE STREET SWED DUMMY OR ONSTRUTION JOINTS IN LINE WITH LOKOUT EDGES FOR INTEGRL ONRETE PVEMENT VRILE HEIGHT UR EXPNSION JOINT RSD RS RS L RSH RS RSU INLET DEPTH MY VRY S SHOWN ON NS OR S DIRETED Y THE ENGINEER ONSTRUTION JOINT L RS K RS RS RS D SETION - E VRILE HEIGHT UR NOT PRT OF INLET, HOWEVER MXIMUM LENGTH WILL E USED WHEN INLET IS LOTED IN SG. VRILE HEIGHT UR LENGTH MY VRY S DIRETED Y THE ENGINEER ND WILL E GOVERNED Y STREET GRDE. FLSE OTTOM WITH WRPED INVERT TROWELED TO SMOOTH HRD SURFE, SLOPED FROM TO PER FOOT TO FIT ONDITIONS. RS U RS RS E 60^ RS RSG RS G RS F 6 RSU R DETILS RSJ R=5 SETION E-E & HLF SETION ELEVTION RS J TOP SETION - N OTTOM EXPNSION MTERIL ORNER RDIUS PVEMENT REINFOREMENT RS PERMISSILE ONSTRUTION JOINT L R=' RS F RS J RS RS D RS RS G ONSTRUTION JOINT SETION - RS RS RS L R=' RS F RS J RS RS D RS RS G RS U RS H SETION D-D RS RS GENERL NOTES. ONRETE FOR INLET ONSTRUTION SHLL E LSS HND FINISH ONRETE (500 psi) WHEN USED IN STREETS ND LLEYS.. DIMENSIONS RELTING TO EMENT OF REINFORING RS RE FROM ENTER TO ENTER OF RS UNLESS OTHERWISE NOTED. R SIES RE PERMISSILE IF RS RE TIED ND OVERLPPED 0 DIMETERS.. PIPE LTERLS MY ENTER INLET T SIDES OR ENDS.. STRUTURL EXVTION WILL NOT E SEPRTE PY ITEM. 5. HMFER LL EXPOSED EDGES ROUND INLET OPENINGS ƒ. 6. INLET OVER & FRME SHLL E T THE SME END OF INLET S PIPE LTERL. 7. SEE SHEET 00 FOR SIDEWLK DJENT TO INLET DETIL. 8. PROVIDE STREET JOINTS S SHOWN FOR INTEGRL ONRETE PVEMENT. 9. PROVIDE EXPNSION JOINTS LONG EDGES OF LL STREET PVEMENT LOKOUTS. 0. EXTR DEPTH INLETS WILL E DIMENSIONED ON NS. SEPRTE ID ITEM PER FOOT OF EXTR DEPTH WILL E PROVIDED. STEPS WILL E REQUIRED IN THIS SE. NO SLE DRINGE DETILS -FOOT UR INLET STNDRD DEPTH -FEET 6-INHES DEPRTMENT OF PULI WORKS & TRNSPORTTION ITY OF DLLS, TEXS DRWN.. &. DTE FILE NO. PGE NO. PRIL 997 5D 00

15 '- USUL 5'-0 MX. VRILE 7 7 '-0 '-0 '-0 '-0 '- - MX. 5'-0 USUL VRILE PIPE '- - MX. 5'-0 USUL VRILE PIPE 7 PIPE R 5 7ƒ '- USUL 5'-0 MX. VRILE ˆ ˆ ƒ GUTTER GUTTER PIPE R '-6 VRILE '- - MX. 5'-0 USUL PIPE RS VRILE USUL '--MX. 5' ' ˆ '- '-8 EXPNSION JOINTS PROVIDE LOKOUT EDGES FOR LONG STREETS ONRETE 9 OR PY LINE 7 7 Ž Ž Ž Ž OLT W/ RSS SPRING RONZE '- '- 9 8 RONZE OLT W/ RSS SPRING PY LINE RS L T FROM OTTOM 7 R INLET OPENING L IN INHES WRP TO SUIT ONDITIONS MORTR FINISH TROWELED TO SMOOTH HRD SURFE SETION - RS R R '-0 INLET 5'-0 8 INLET 6'-0 60 INLET INLET OPENING L IN INHES RS RS R G REINFORING N USUL -0 UP GRDE GUTTER N USUL UP GRDE DO NOT INLUDE SPEIL UR & GUTTER IN THIS WING IN UNIT PRIE ID FOR INLET 8 RS RS NORML SLOPE / FT. ONFORMS TO PRKWY SLOPE R RS R R G '-0 '-0 6, 8 & 60 INH INLET SETION - '-0 5'-0 6'-0 INLET OPENING L IN INHES 8 INLET OPENING L IN INHES '-0 5'-0 6'-0 INLET OPENING L IN INHES 8 INLET 8 INLET 60 INLET ORRETION IN PVING VRY FOR EH INLET. THE LIMITS OF REMOVING ND REING PVEMENT WILL E DETERMINED Y THE ENGINEER, ND WILL E MESURED ND PID FOR T THE ONTRT UNIT PRIE PER SQURE YRD. PROVIDE STREET JOINTS TO LINE UP WITH EDGES S SHOWN ONE EDGE OF INLET ONLY INLET 8 INLET 60 INLET PVING R R TOP OF UR 7 SPEIL UR & GUTTER IN THIS DISTNE IS PRT OF THE INLET SETION - 6, 8 ND 60 INH INLETS R FLOW LINE OF GUTTER KEY HOLE UR USUL -0 EXPNSION MTERIL DOWN GRDE USUL DOWN GRDE DO NOT INLUDE SPEIL UR & GUTTER IN THIS WING IN UNIT PRIE ID FOR INLET LETTERING RISED ˆ LETTERS RISED ˆ Ž Œ PIK HOLE STNDRD UR & GUTTER DRIN STORM N OF OVER 6 RI '- '- '- #5 RS '-9 '-9 '-9 INLET - REQD. 8 INLET - REQD. 60 INLET - REQD. INLET - REQD. 8 INLET - 6 REQD. 60 INLET - 8 REQD. #5 RS '-9 '-9 5'-9 #5 RS '-0 9ƒ SETION OF FRME INLET FRME ND OVER INLET - REQD. '-9 LONG 8 INLET - REQD. 5'-9 LONG 60 INLET - REQD. 6'-9 LONG, 8 & 60 0 REQD. # RS G REINFORING STEEL DETILS NOT TO SLE '-0 '-.5 R DETIL FOR SHLLOW DEPRESSION INLETS DI. PIK HOLE NOTES PILE TO LL INLETS: Œ Š ˆ FE OF UR - ƒ SLE IN INHES 0 6 NO SLE. LTERL PIPE MY ENTER INLET T NY LOTION. REINFOREMENT, STRUTURL STEEL ND STINGS SHLL ONFORM TO THE SPEIFITIONS.. GENERL NOTES -0 ON SHEET 00 LSO PY. TOP OF INLET SLOPE SHLL ONFORM TO DJENT PRKWY NORML / FT. SLOPE.. ONRETE FOR INLET TOPS SHLL E LSS HND FINISH ONRETE (500 psi) WHEN USED IN STREETS ND LLEYS. 5. LTERNTE ONSTRUTION. LTERNTE PREST INLETS MY E PPROVED ON N INDIVIDUL SIS PREST INLETS SHLL E OF EQUL OR ETTER STRENGTH MTERIL, ND WORKMNSHIP ND SHLL MEET THE STNDRD RITERI OF THE ST-IN-E INLETS SHOWN IN THESE DETILS. 6. THE INLET FRME & OVER SHLL E T THE SME END OF INLET S PIPE LTERL. 7. PROVIDE SHEET JOINTS IN INTEGRL ONRETE STREET PVEMENT S SHOWN. UR UP GRDE 9 USUL UP GRDE DO NOT INLUDE SPEIL UR & GUTTER IN THIS WING IN UNIT PRIE ID FOR INLET EXPNSION JOINTS PROVIDE LOKOUT EDGES FOR LONG STREETS ONRETE '-0 '-0 '-0 ƒ '- N # RS H 6' INLET 8' INLET INLET 6' INLET 8' INLET INLET 9 7'-0 9'-0 '-0 D ORRETIONS IN PVING VRY FOR EH INLET. THE LIMITS OF REMOVING ND REING OF PVING WILL E DETERMINED Y THE ENGINEER ND WILL E MESURED ND PID FOR T THE ONTRT PRIE ID PER SQURE YRD. PROVIDE STREET JOINTS TO LINE UP WITH EDGES S SHOWN INLET OPENING L IN FEET 6' INLET - 0 REQ'D '- LONG 8' INLET - REQ'D. '-LONG INLET - 6 REQ'D. '-LONG 9 6' INLET REQ'D. 8' INLET REQ'D. INLET REQ'D. # RS 6' INLET - REQ'D. '-0 LONG 8' INLET - REQ'D. 6'-0 LONG INLET - REQ'D. 8'-0 LONG # RS 6'-8 8'-8-8 # RS 6' INLET - 5 REQ'D. '-8 LONG 8' INLET - 5 REQ'D. '-8 LONG INLET - 5 REQ'D. '-8 LONG # RS D '- REQ'D. # RS F '-0 # RS G SLE 6', 8' & INLETS 0 5 REQ'D. 6',8', & INLETS 0 FEET 7'-O 9'-O '-O INLET OPENING L IN FEET SETION - 6' INLET - 5 REQ'D. 7'-8 LONG 8' INLET - 5 REQ'D. 9'-8 LONG INLET - 5 REQ'D. '-8 LONG R R G ƒ R R R D R '- ƒ R 7 '- R G SLE IN INHES 0 8 R G 9 RS R R 5 DOWN GRDE USUL DOWN GRDE DO NOT INLUDE SPEIL UR & GUTTER IN THIS WING IN UNIT PRIE ID FOR INLET 8 RS RS L ORS. LTERNTE SETION D-D ( SEE STD. SE. D-D ELOW ) R NORML / FT. SLOPE RS R PIPE R H 8 '- '- SETION - S5x0 8 EXPNSION MTERIL TOP OF UR FLOW LINE OF GUTTER '- RS - RS OR'S. L SETION D-D FOR STNDRD INLETS R H # 8 - R R R D 6', 8' & INLETS RS D R D R D RS KEY HOLE RS 6,8 & 0 FT. INLET SLE IN FEET 0 7 R R D R D R '-8 '- '-8 9 LETTERS RISED ˆ LETTERS RISED ˆ Œ PIK HOLE DRIN '-8 '- '-8 STORM SETION OF FRME INLET FRME ND OVER RS SPED 9 TRS. INLET OPENING L IN FEET R D RER WLL R F FRONT L WRP TO SUIT ONDITIONS MORTR FINISH TROWELED TO SMOOTH HRD SURFE 7ƒ RI N OF OVER DI. PIK HOLE R F '-8 ˆ REINFORING N LTERNTE ƒ Ž SETION - R D R DRINGE DETILS 6, 8, ND 60 INH INLETS 6, 8 ND 0 FOOT INLETS DEPRTMENT OF PULI WORKS & TRNSPORTTION ƒ ˆ Ž '-8 - SLE IN INHES 0 6 ITY OF DLLS, TEXS DRWN.. &. DTE FILE NO. PGE NO. PRIL 997 5D 00 Š R D R R H R 6' INLET 8' INLET INLET

16 D/ HT. UR 5 HT. UR D/ D/ '- 5 HT. UR 5 HT. UR D/ '- D/ T Y REINFORED ONRETE PVEMENT WITH INTEGRL UR SPHLTI ONRETE PVEMENT VRILE DETERMINED Y PIPE DIMETER ( D ) ND Y PVEMENT THIKNESS ( T ) NO. RS - MX. SETION WITH SPHLTI ONRETE PVEMENT '- R= R= STILIZED SE ( USUL ) TRENH KFILL SEE NOTE NO. 5 ONSTRUTION JOINT 5^ VRILE LOKOUT LINE NO. RS.-. MX. HND FINISH '- NO. R 5 SPHLTI EXPNSION MTERIL REINFORED ONRETE SEPRTE UR/GUTTER FE OF UR K OF UR ' ONRETE WRP FLOW LINE OF GUTTER TO MEET SLOTTED DRIN VRILE HEIGHT UR PVEMENT REINFORED ONRETE PVEMENT SPHLTI ONRETE PVEMENT PVEMENT TRNSITION T END OF SLOTTED DRIN REINFORED ONRETE PVEMENT EXPNSION MTERIL LOKOUT LINE ND ONSTRUTION JOINT FE OF UR PROVIDE JOINT IN STREET PVEMENT TO LINE UP WITH LOKOUT LINE ' HND FINISH WRP FLOW LINE OF GUTTER TO MEET SLOTTED DRIN SLOTTED DRIN INTEGRL UR REINFORED ONRETE PVEMENT SLOTTED DRIN Y O W Y UR Q = GUTTER PITY = Q + Q O W Z 8/ Q = 0.56 ( - ) - S -Y OR USE TRINGULR N HNNEL FLOW NOMOGRPH Z REIPROL OF ROSS SLOPE N ROUGHNESS OEFFIIENT IN MNNING FORMUL ( USE N = O.075 ) Y DEPTH OF FLOW. MX. = HEIGHT OF UR ( USULLY ) S = GRDE OF GUTTER IN FT./ FT. Q W= PORTION OF WTER DRINED Y WEIR FLOW Z 8/ Q = ( - ) - S W- Y N W Y = DEPTH OF WTER ONSIDERED W S WEIR FLOW /< 0.' Q O= PORTION OF WTER DRINED Y ORIFIE FLOW = Q - Q W Y = DEPTH OF WTER ONSIDER O S ORIFIE FLOW > 0.' L W= LENGTH OF SLOTTED DRIN NEESSRY TO PIK UP WEIR FLOW ( Q ) W QW QW L = = W = 9.7 Q ( Y = 0.' ) W W H / 0.0 W W = WEIR OEFFIIENT =.6 W H = VERGE DEPTH W OF FLOW IN FEET = 0.' L O= LENGTH OF SLOTTED DRIN NEESSRY TO PIK UP ORIFIE FLOW ( Q ) QO QO L = O = =.5 Q ( FOR Y= O O OgH O 0.99 ) ORIFIE OEFFIIENT O = 0.60 RE OF ORIFIE O = 0. SQ. FT. / LN. FT. g = ELERTION OF GRVITY =. FT. / SE. / SE. H = VERGE DEPTH O OF FLOW IN FEET = 0.5' FOR Y = L = DJUSTED LENGTH OF SLOTTED DRIN DUE TO GUTTER GRDE S/< % : NO DJUSTMENT S > % : L = L O+ L W - S Q W Q O O 5^ NO. R SETION WITH REINFORED ONRETE PVEMENT 9 TRENH KFILL SEE NOTE NO. 5 K OF UR VRILE HEIGHT UR REINFORED ONRETE PVEMENT PVEMENT TRNSITION T END OF SLOTTED DRIN INTEGRL UR GENERL NOTES :. EONOMIL INSTLLTION ON GRDE SHOULD E ED TO PIK UP ORIFIE FLOW ONLY ND YPSS WEIR FLOW. FOR Y=, USE Q = 0.9Q. 0. SLOTTED DRIN IS MNUFTURED IN 0' LENGTHS. INSTLLTIONS SHOULD E MULTIES OF 0' OR HLF-LENGTH SETIONS OF.. SPEIL PERMISSION IS REQUIRED FOR SLOTTED DRIN INSTLLTION IN SGS.. SLOTTED DRINS WILL E ONNETED TO MIN STORM DRIN Y STNDRD ENDS, ONNETING NDS ND THE REQUIRED LENGTH ND SIZE OF ORRUGTED METL PIPE. 5. TRENH KFILL MUST E TMPED TO 95% OF MXIMUM DENSITY, OR EMENT - SND ONRETE SLURRY OR LEN GROUT MY E USED. 6. THE EXTR ONRETE FOR THE THIKENED PVEMENT WILL E INLUDED IN THE OST OF THE DRIN. 7. SLOTTED DRIN PIPE WILL HVE MINIMUM DIMETER OF 5 ND MXIMUM OF. 8. PVING DETILS SHOWN RE FOR USE WITH DEEP GRTE ON SLOTTED DRIN. SPEIL MUST E PPROVED FOR USE OF DEEP GRTE. 9. HEEL TE WILL E INSTLLED ORDING TO MNUFTURER'S REOMMENDTIONS WHERE SPEIFIED IN PEDESTRIN RES. LENGTH MUST E DJUSTED ORDINGLY. NO. RS.-. MX. 8% MX. GRDE WTER MUST NOT OVERFLOW ON TO PRIVTE PROPERTY Y T L NOTE: Z=- TFOR SHLLOW V- SHPED HNNELS Y MX. WTER DEPTH TRENH KFILL SEE NOTE NO. 5 DD - NO. RS EXTEND ' EYOND END OF SLOTTED DRIN D USUL LLEY REINFOREMENT SETION THROUGH DRIVE TRENH KFILL SEE NOTE NO. 5 SETION THROUGH VLLEY LLEYS, PRKING LOTS, ET. WHERE SLOTTED DRIN MY E SUJET TO WHEEL LODS, THIKENED PVEMENT WILL E REQUIRED DRINGE DETILS SLOTTED DRINS IN STREETS ND LLEYS DEPRTMENT OF PULI WORKS & TRNSPORTTION ITY OF DLLS, TEXS DRWN.. &. DTE FILE NO. PGE NO. PRIL 997 5D 005

17 VRIES VRIES '-0 '-0 d / /8 H c/ MIN H Formed 000 psi oncrete Ground NO SLE DO ING OR ONSTRUTION EYOND THIS POINT FLOODWY NOT / NO + FEN MRKER 5/8 DIM. REINF. ROD ERNTSEN Model ROD 55 OR EQUL DISTUR FLOOD MNGEMENT MONUMENT IN NTURL GROUND / KFILL ROUND PIPE FLOWLE FILL OR OMPTED SELET MTERIL FROM TRENH EXVTION. 90% PROTOR DENSITY NOTE: Where Street or lley is crossed by the Storm Sewer a 95% Proctor Min. Density will be required up to bottom of proposed subgrade. NOTE: FOR H> MUST E HEKED. UNLIMITED TRENH WIDTH WILL NOT E PERMITTED FOR LSS III PIPE ND HIGHER TYPE PIPE EMEDMENT MY E REQUIRED. TOP OF KFILL MUST E OMPTEDTO 95% DENSITY UNDER PVEMENT. SUGRDE STILIZTION UNDER STREET PVEMENT SHLL E OMPTED TO 98% STNDRD PROTOR DENSITY T + % OF OPTIMUM MOISTURE TO THE DEPTH SHOWN ON THE NS ND - IN ORDNE WITH THE SPEIFITIONS. TOP OF SUGRDE OMPTED KFILL TO 95% DENSITY OMPTED KFILL 90% PROTOR MINIMUM DENSITY c d=depth OF EDDING MTERIL ELOW PIPE. H=KFILL OVER OVE TOP OF PIPE. NTURL GROUND OR ROK NOTE: TRENH WIDTHS SED ON.5 c+.0 WHERE c IS THE OUTSIDE DIMETER OF THE PIPE IN FEET. SELET KFILL SLVGED FROM TRENH EXVTION MUST E LEN ND FREE OF LRGE ROKS. IT MUST E PPROVED Y THE ENGINEER ND STOKPILED FOR USE WHEN NEEDED. IF EPTLE MT- ERIL IS NOT VILLE, FLOWLE KFILL PER NTOG ITEM.5 (e) & (f) WILL E REQUIRED. EMEDMENT MTERIL RUSHED ROK GRDTION: 0 RETINED ON / 95%-00% RETINED ON NO. 0 REINFORED ONRETE LSS III PIPE INSTLLTION INSTLLTION WILL E S SHOWN OR S DESRIED IN THE GENERL SPEIFITIONS FOR ONSTRUTION TRENH WIDTHS SHOWN RE MINIMUM FOR PROPER EMENT ND OMPTION OF EMEDMENT ND KFILL. TRENH WIDTHS SHOWN WILL E USED FOR LU- LTION OF ROK EXVTION WHEN TED S PY ITEM. PIPE DIMETER (INHES) TRENH WIDTH (FEET) DEPTH OF EDDING MTERIL ELOW PIPE D (Inside Diameter) 7 OR SMLLER 0 TO 60 6 & LRGER d (Min) MXIMUM : SLOPE PREF. INLET OX INSTLLTION ST IN E INLET TOP ND TRNSITION REQUIRED DETIL OF ONRETE OLLR FOR END TO END EXTENSIONS FOR KFILL WITH FLOWLE FILL TO FILL VOIDS OR OMPT WITH SELET SURUS EXVTION OMPTED IN 8 LIFTS TO 95% STNDRD PROTOR DENSITY. ROK UNDERUT FOR EMENT OF PIPE EDDING ROK FOUNDTION DRINGE DETILS ONRETE PIPE INSTLLTION DEPRTMENT OF PULI WORKS & TRNSPORTTION ITY OF DLLS, TEXS DRWN.. &. DTE FILE NO. PGE NO. PRIL 997 5D 006

18 OF NO. PIPES DIM. PIPES OF OF NO. PIPES DIM. PIPES OF ars V - V TLE OF DIMENSIONS ND QUNTITIES FOR TWO TYPE HEDWLLS TLE REINF. STEEL FOR TWO HEDWLLS TOTL OF RS RS RS E RS F RS F QUNTITIES DIMENSIONS ~ # 8+- ~ STEEL ON. G K T E H W Lgth. Wt. No. Lgth. Wt. Lgth. Wt. No. Size Lgth. Wt. No. Size -+ Lgth. Wt. LS..Y. ~ 9 '-9 '- 7'-0 6' '- 8 6'-8 8 # '- # ' '-0 8'- 8' '- '- 8 ' ~ 9 '-9 '-9 8'- 7'- 8 '-0 9 7'- # '- 5 # '- 0.8 ' '-9 '-5 9 ' '-0 '-8 ' ~ 9 '-9 '-0 9'- 9'- 8 '- 9'- 8 0 # ' # ' '- '- '-0 8 ' '-0 '- ' '- 7'- 6 7' ~ 9 '-0 '- '-0 ' '- '-8 9 # '- 6 # ' '-5 5'-5 5'- 5' '-0 8'- 8 8' '- '- ' ~ 9 '- '-0 '- '- 6 5'- ' # ' # 5' '-8 8'-8 8'- 8 8' '-0 '- ' '-0 6'-8 0 6' ~ '- '- 7'-0 6' '- 9 6'-8 70 # 5'- # 6' '- '- '-7 ' '-0 6'- 0 6' '-9 '-5 7 ' ~ '-9 5'-0 9'- 9' '- 5 9' # 5' # 7' '- 5'- '-0 7 ' '-0 0'- 6 0' '- 6'- 5 6' ~ 5 '-0 5'-9 '-0 '-8 8'-9 79 ' #5 6' #5 8' '-5 9'-5 9'- 9' '-0 5'- 5 5' '- '- 6 ' ~ 5 '- 6'- 5'- 5'- 8 9' '- 05 #5 6'- 8 #5 9' '-0 '-0 '- 9 ' '- 9' ' '- 7'- 7 7' ~ 5 '- 6'-9 8'-0 7' ' #5 7' #5 9' '-0 6'-0 5'-8 5 5' '-0 '-8 66 ' '-0 5' ' ~ 5 '-9 7'- 0'- 0'- 5 '-9 0'- 6 5 #5 7'- 0 5 # '- 9'- 8' ' '-8 7'- 78 7' '- 55'- 8 55' ~ 5 '-0 7'-9 '-0 '-8 9 '-9 5 ' #5 8' #5 ' '- '- '-0 6 ' '- 5' ' '- 60' ' TLE OF DIMENSIONS ND QUNTITIES FOR TWO TYPE HEDWLLS TLE REINFORING STEEL ND QUNTITIES FOR TWO HEDWLLS OF DIMENSIONS RS RS RS = '-0 RS D - DX RS E RS F RS G +- - X X ~ #5 ~ # G K X H Y W No. v. Lgth. Wt. No. Lgth. Wt. No. v. Lgth. Wt. No. Wt. No. v. Lgth. Wt. Lgth. Wt. No. Size Lgth. Wt. Lgth. Wt. ~ '- '-0 '-0 '- '-8 6 '- 6 ~ ~ ~ 5 ~ ~ ~ ' # '- '-8 0 '- '- ' ~ ~ ~ ~ ~ ~ '-0 7 '- 7 6'-0 6'-0 6' ~ ~ ~ ~ ~ ~ 5' '- 0 7'-0 7'-0 8'- ~ ~ ~ ~ ~ ~ 7' '- ~ '-7 '- '- '- ' '-0 7 '-0 8 ~ ~ '- 9 8 # '-5 '-7 5 '-0 '-0 5'-5 5'- 8 9 ~ ~ ' '-0 9 7'- 7'-8 7'- 0 0 ~ ~ 6' '- 9'- 9'- 9' ~ ~ 9' ~ '- '- '-0 '-0 ' '- 8 '-0 8 '-0 '-7 8 # '-8 '-5 7 '- 5'-7 6'-8 6' '- 7'- 8'- 9'- 9' ' ' '-0 ' '-5 9 ~ '- '-0 '-0 5'-9ƒ 6 5' '- 0 '-0 8 '-0 '- 6 8 # '- 7 6'- 9 '-5 6'- 9'-ƒ 8' ' '-7 - '-7ƒ ' ' '-0 0 '-9 6'-0ƒ 5'- 6 0 '-5 0 6'-5 5 ~ '- '- '-0 7'-6 8 6'- 6 5'- 8 ' '- 7 '-9 8 # '-8 0 7'- '-8 8'- ' ' '- 8 '-5 5'-0 ' ' '- 6'-7 0'-0 8' ' '-5 ~ '-8 '-0 5'-0 9'- 0 7' '- 0 8 ' '- 7 '- 6 8 # '- 9'-8 5 '- 9'-7 '- '- 8 9' '-7 '- 9'- 7' ' '- 9 9'-5 '-0 ' ' '-5 7 ~ 5'- '- 6'-0 '-0 8' '- ' '- 5 '- 8 # '-8 5 '-5 7 '- - 6'-8 ' '- 6 6'-7 '- 9' ' '-9 '- 8'-0 5' ' '-5 ~ 5 5'-0 5'- 7'-0 '-9 9' '- ' '- 5 5'- 6 8 #5 5'-5 5 '- 0 '-5 '- 9'- 6' ' '-7 9 8'-8 5'-7 ' ' '-0 9 5'- '-0 8' ' '-5 9 ~ 5 6'-5 5'-9 8'-0 ' '- 6 ' '-5 7 6'- 5 8 #5 5'- 9 '-0 '-0 '-9 '-0 8' '-5 0 '- '- 9'- 5' ' '- 8'-5 6'- ' '- 7 6'-0 55 ~ 5 7'-0 6'- 9'-0 6'- 8 ' ' '-5 7 6' #5 6'-5 5 6'-7 5 '-0 5'-0 '- 0' '-8 0 5'-7 8 '-0 '- 8' '-8 89 '-7 9 '-0 0'- 6' ' '-8 6 ~ 5 7'-7 6'-9-0 7'-ƒ 0 '- 76 ' ' '-7 7' #5 6'- 58 8'- 8 '- 6'- 6'-6ƒ ' '-0 0 6'- 0 '-9 5'-ƒ 0' '-5 0 5'- 5 '- '-8ƒ 9' ' '- 67 ~ 5 8'- 7'- '-0 9'-8 '- ' ' '-7 7' #5 7'-5 6 0'- 0 '- 7'- 8'-0 '- 5 7' '- 6'- 8'-0 ' ' ' '-8 7'- ' '- 95 7'-8 7 RS S ~ # Lgth. Wt. 8 5 '- 0 '-0 5 '-0 '- 5'- 6'-5 5 7'-7 6 8' '- 80 '- 89 '- 98 RS V +- - VX No. v. Lgth. Wt. '- 8 8 '-0 6 '- 5 6 ' '-8 9 '- 6 8 '- 78 ' '-8 5 ' ' '-5 88 RS W ~ #5 Lgth. Wt. '-8 7 '- 9 '- '- 7 5'-5 6'-8 8 7'- 9'- 9-5 '-8 9 '-0 5 '- 59 TOTL QUNTITIES STEEL ON. LS..Y ELEVTION TYPE ars E D ars E N TYPE ars ars F ars ars ars F ars E ELEVTION MULTIE TYPE N MULTIE TYPE D ars E ars E ars F ars ars F ars SETION L RS F 9 D ELEVTION TYPE N TYPE D ars F ars ars ars G ELEVTION MULTIE TYPE ars E ars G ars E ars F ar W ar W N MULTIE TYPE D ars V - V - ars ars ars V - V D - D ars ars ars F ars - ars S ars S ars D - D ars E onforms to : Slope ars D - D ars W ars S ars ars ars G Provide a footing as shown where required to maintain Min. cover for pipes. oncrete for footing shall be added to total quantities shown TYPIL WING ELEVTION ars - ars V ars S ars ars - SE. - ars ars F ars E onst. Jt. This dimension reduced '- 7/8 for each successive bar. RS - X This dimension increased '- 7 for each successive bar. RS & - X GENERL NOTES: ll exposed corners shall be chamfered /. Reinforcing steel shall be placed with the center of the outside layer of bars from the surface of the concrete. Total Quantities include one 0 diameter lap for all bars over 60'-0 in length. DRINGE DETILS RS ONRETE HEDWLLS FOR PIPE ULVERTS DEPRTMENT OF PULI WORKS & TRNSPORTTION ITY OF DLLS, TEXS DRWN.. &. DTE FILE NO. PGE NO. PRIL 997 5D 007