STNDRD CONSTRUCTION DETILS STORM DRINGE REVISED - MY 2017 DEPRTMENT OF ENGINEERING
GENERL NOTES CONCRETE,SPHLT STREET REPIR,PIPE EDDING UTILITY SUPPORT,WTER MIN LOWERING,CONCRETE COLLR TYPE "" STORM SEWER MNHOLE TYPE "" STORM SEWER MNHOLE WYE INLET DETIL RECESSED CUR INLET,,6,8,10 FOOT INLETS STNDRD CUR INLET,,6,8,10 FOOT INLETS TYP. SECTION "" STNDRD RECESSED & CUR INLETS (',6',8',10' INLETS) TYP. SECTION "C" STNDRD RECESSED & CUR INLETS (',6',8',10' INLETS) REINFORCING STEEL SCHEDULE,,6,8,10 FOOT INLETS 12,1,16, & 20 FOOT INLETS TYP. SECTION "" STNDRD RECESSED & CUR 12,1,16,& 20 FOOT INLETS REINFORCING STEEL SCHEDULE 12,1,16,& 20 FOOT INLETS R DIGRMS, INLET FRME & COVER PRECST CUR INLET COMINTION INLETS,GRTE DETILS,R DIGRMS COMINTION INLET, TWO GRTE INLET COMINTION INLET, THREE GRTE INLET COMINTION INLET, FOUR GRTE INLET TWO GRTE INLET THREE GRTE INLET FOUR GRTE INLET SIX GRTE INLET GRTE DETILS, STNDRD DROP INLET TYPE I & II CHNNEL SECTION TYPE III NORML CHNNEL SECTION TYPE "" HEDWLL TYPE "" HEDWLL TYPE "C" HEDWLL STORM RELTED FLUMES SD-D01 SD-D02 SD-D0 SD-D0 SD-D05 SD-D06 SD-D07 SD-D08 SD-D09 SD-D10 SD-D11 SD-D12 SD-D1 SD-D1 SD-D15 SD-D16 SD-D17 SD-D18 SD-D19 SD-D20 SD-D21 SD-D22 SD-D2 SD-D2 SD-D25 SD-D26 SD-D27 SD-D28 SD-D29 SD-D0 SD-D1
GENERL NOTES 1. LL CONCRETE DRINGE STRUCTURES SHLL HVE MINIMUM COMPRESSED STRENGTH OF 600 P.S.I. 2. LL CRUSHED STONE SHLL E /", PSSING # SIEVE.. LL FIELD JOINTS WILL E PPROVED Y THE CITY ENGINEER IF NECESSRY. FIELD JOINTS SHLL E WIPED ON THE INSIDE ND OUTSIDE TO PROVIDE FOR SMOOTH FLOW OF WTER.. RMNECK COMPOUND OR PPROVED EQUL SHLL E USED FOR JOINT SELS. 5. LL STORM SEWER PIPE SHLL E CMER INSPECTED FTER THE INSTLLTION OF LL UTILITIES ND PRIOR TO FINL CCEPTNCE OF THE PROJECT. 6. LL INLETS ND JUNCTION OXES WITHIN THE CITY R.O.W. WILL E CST-IN-PLCE, UNLESS PPROVED Y CITY ENGINEER. DEPRTMENT OF ENGINEERING GENERL NOTES STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: MY 1991 REV DTE: MY 2017 SD-D01
DEPRTMENT OF ENGINEERING CONCRETE STREET REPIR SPHLT STREET REPIR PIPE EDDING STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: MY 1991 REV DTE: MY 2017 SD-D02
1' PROPOSED TRENCH WIDTH FOR STORM SEWER 1' TRENCH WIDTH EXISTING WTER LINE PROPOSED STORM SEWER MIN. THRUST LOCK EXISTING WTER MIN NIPPLE 1' MIN. DETIL OF UTILITY SUPPORT DETIL FOR WTER MIN LOWERING 12" MIN 12" MIN # WIRE MESH TO E WRPPED ROUND JOINT VRIES MIN VRIES 1 1 2 MIN. MIN MIN. PROPOSED STORM SEWER FLOWLE FILL EMEDMENT M.J.-D.I. 5 ENDS " MIN. THICKNESS OF 2000 p.s.i. CONCRETE ROUND PIPE ND ELLS LL STORM SEWER PIPE PLUGS SHLL E CONCRETE 12" MIN 12" MIN DETIL OF CONCRETE COLLR FOR PIPE CONNECTIONS DEPRTMENT OF ENGINEERING UTILITY SUPPORT WTER MIN LOWERING CONCRETE COLLR STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SHEET: SD-D0
NOTE : FRME ND COVER SHLL E SS & HYES PTTERN No. 80-2 OR EQUL ND SHLL E GRY CST IRON CONFORMING TO STM SPEC. -8 FOR CLSS 0 CST IRON. LL CST IRON FITTINGS SHLL E DOMESTIC. STORM SEWER TYPE STORM SEWER MNHOLE NOTE : 2" Ø MXIMUM PIPE SIZE. MH IS NOT TRFFIC RTED P L N SECTION SECTION DEPRTMENT OF ENGINEERING TYPE "" STORM SEWER MNHOLE STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: PRIL 2015 SD-D0
STORM SEWER SECTION C P L N C SECTION SECTION DEPRTMENT OF ENGINEERING TYPE "" STORM SEWER MNHOLE STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SD-D05
TOOLED EDGES #5 ENT RS (TYP. LL CORNERS) " FILLET IN OPENING ' ' W + 2T ' 1' POST @ CORNERS ' 1' " CONSTRUCTION JOINTS @ CORNERS ' # RS 18" C-C T W = OPENING T W + 2T # RS @ 18" C-C OTH WYS TROWEL FINISH SECTION W + 2T T W = OPENING T TOOLED EDGES W + 2T T W = OPENING T STORM SEWER # RS T C-C ECH WY #5 ENT RS (TYP. LL CORNERS) POST @ CORNERS PLN OF TOP SL INLET SIZE 2' SQURE ' SQURE 5' SQURE 6' SQURE T 7" 7" 8" 9" W 2'-0" '-0" 5'-0" 6'-0" DEPRTMENT OF ENGINEERING WYE INLET DETIL STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SD-D06
DEPRTMENT OF ENGINEERING RECESSED CUR INLET,6,8 ND 10 FEET INLETS STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: MY 2017 SD-D07 VRIES " 10" 18" R=1' R=1' 2" 2" 0" 2" 10' EXPNSION JOINT 9" LIMITS OF LOCKOUT L + 1' 10' INLET FRME (LOCTION ON END OF PIPE) FCE OF CUR WRP PVEMENT SURFCE TO THROT OF INLET P L N LIMITS OF LOCKOUT 10' L + 1' 10' VRILE HEIGHT CUR VRILE HEIGHT CUR L SECTION WRP TO SUIT CONDITIONS 1 2 " MORTR FINISH, TROWELLED TO SMOOTH HRD SURFCE. USUL '- 5' MX. EXPNSION JOINT STORM SEWER C NOTE : PIPE MY E PLCED IN NY WLL, UT SHLL NOT ENTER NY CORNER OR OTTOM. REINFORCEMENT DETERMINED Y PVING STNDRDS SED UPON RODWY CLSSIFICTION.
DEPRTMENT OF ENGINEERING STNDRD CUR INLET,6,8 ND 10 FEET INLETS STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: MY 2017 SD-D08 VRIES " 10" 0" 2" 10' 9" LIMITS OF LOCKOUT L + 1' 10' INLET FRME (LOCTION ON END OF PIPE) EXPNSION JOINT FCE OF CUR PLN-STNDRD INLET LIMITS OF LOCKOUT 10' L + 1' 10' VRILE HEIGHT CUR VRILE HEIGHT CUR L SECTION WRP TO SUIT CONDITIONS 1 2 " MORTR FINISH, TROWELLED TO SMOOTH HRD SURFCE. USUL '- 5' MX. EXPNSION JOINT STORM SEWER C NOTE : PIPE MY E PLCED IN NY WLL, UT SHLL NOT ENTER NY CORNER OR OTTOM. REINFORCEMENT DETERMINED Y PVING STNDRDS SED UPON RODWY CLSSIFICTION.
SLOPE TOP INLET 1/" PER FEET R "C" T 8" O.C. 12-R "E" R "H" T 8" O.C. TYPICL SECTION DEPRTMENT OF ENGINEERING TYPICL SECTION STNDRD RECESSED & CUR INLET (,6,8 ND 10 FEET INLETS) STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: MRCH 2015 SD-D09
TYPICL SECTION C NOTE : REINFORCEMENT SHOWN IS DDITIONL FOR SPECIL CONDITION, FOR REMINDER OF REINFORCEMENT SEE SECTIONS. DEPRTMENT OF ENGINEERING TYPICL SECTION C STNDRD & RECESSED CUR INLET (,6,8 ND 10 FEET INLETS) STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: MRCH 2015 REV DTE: SD-D10
INLET LENGTH R TYPE R DI. (#/8") NO. REQ'D. R DIMENSIONS C ' 5 '-2" 0'-" 2 2'- REINFORCING STEEL SCHEDULE DIMENSIONS SHOWN RE FOR MXIMUM SIZE INLET INLET LENGTH 8' R TYPE R DI. (#/8") NO. REQ'D. R DIMENSIONS C 11 '-2" 0'-" 2 6'- C D H 12 '-8" E 5 12 '-8" F 10 '-8" VRIES G 7 1'-" 2'-0" 7 * 0'-" 0'-" * * C 12 7'-8" 0'-" 0'-" D 16 '-8" E 5 12 7'-8" F G H 1 VRIES 1'-" 1 * 2'-0" * * I '-8" '-2" 7'-8" '-2" J K 1 1'- 0'-10" 1'- J K 1 1'- 0'-10" 1'- L 8 '-" 0'-" 0'-" L 8 '-" 0'-" 0'-" M 2'-1" M 2'-1" N 7 '-2" '-2" '-2" N 1 '-2" '-2" '-2" O O P 2 VRIES P 2 VRIES 6' 8 '-2" 0'-" 10' 1 '-2" 0'-" 2 '- 2 8'- C D E F G 5 12 5'-8" 0'-" 0'-" C 12 9'-8" 0'-" 0'-" 1 '-8" D 19 '-8" 12 5'-8" E 5 12 9'-8" VRIES 10 1'-" 2'-0" F VRIES G 16 1'-" 2'-0" H 10 * * * H 16 * * * I 5'-8" '-2" 9'-8" '-2" J K 1 1'- 0'-10" 1'- J K 1 1'- 0'-10" 1'- L 8 '-" 0'-" 0'-" L 8 '-" 0'-" 0'-" M 2'-1" M 2'-1" N 10 '-2" '-2" '-2" O P 2 VRIES N 16 '-2" '-2" '-2" O P 2 VRIES * SEE DIGRM FOR DIMENSIONS I I DEPRTMENT OF ENGINEERING REINFORCING STEEL SCHEDULE,6,8 ND 10 FEET INLETS STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: MRCH 2015 SD-D11
STORM SEWER MNHOLE FRME & COVER STORM SEWER P L N NOTE : REINFORCEMENT SHOWN IS DDITIONL FOR SPECIL CONDITION, FOR REMINDER OF REINFORCEMENT SEE SECTIONS. SECTION DEPRTMENT OF ENGINEERING 12,1,16 ND 20 FEET INLETS STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: PRIL 2015 SD-D12
SLOPE TOP INLET 1/" PER FEET TYPICL SECTION DEPRTMENT OF ENGINEERING TYPICL SECTION STNDRD RECESSED & CUR INLET (12,1,16 ND 20 FEET INLETS) STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: PRIL 2015 SD-D1
I I DEPRTMENT OF ENGINEERING REINFORCING STEEL SCHEDULE 12,1,16 ND 20 FEET INLETS STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SD-D1 INLET LENGTH R TYPE R DI. (#/8") NO. REQ'D. R DIMENSIONS C 12' 1 '-2" 0'-" 2 9'-" REINFORCING STEEL SCHEDULE DIMENSIONS SHOWN RE FOR MXIMUM SIZE INLET INLET LENGTH 16' R TYPE R DI. (#/8") NO. REQ'D. R DIMENSIONS C 20 '-2" 0'-" 2 1'-" C D H 12 1'-" E 5 12 1'-" F 2 '-8" VRIES G 20 1'-" 2'-0" 20 * 0'-" 0'-" * * C 12 17'-" 0'-" 0'-" D 29 '-8" E 5 12 17'-" F VRIES G 26 1'-" 2'-0" H 26 * * * I 1'-" '-2" 17'-" '-2" J K 1 1'- 0'-10" 1'- J K 1 1'- 0'-10" 1'- L 8 '-" M 6 2'-1" 0'-" 0'-" L 8 '-" M 6 2'-1" 0'-" 0'-" 1' N O P Q R 20 '-2" 2 VRIES 2 1'-8" 18 2 '-2" '-2" '-2" 1'-" R 11'-" 0'-" 20' N 26 '-2" '-2" '-2" O P 2 VRIES Q 2 1'-8" 1'-" 26 '-2" 0'-" 2 17'-" C D E F G 5 H 2 12 15'-" 0'-" 0'-" 27 '-8" 12 2 15'-" VRIES 1'-" * 2'-0" * * C D E F G H 5 12 21'-" 0'-" 0'-" 5 '-8" 12 2 2 21'-" VRIES 1'-" * 2'-0" * * I 15'-" '-2" 21'-" '-2" J K 1 1'- 0'-10" 1'- J K 1 1'- 0'-10" 1'- L 8 '-" M 6 2'-1" 0'-" 0'-" L 8 '-" M 6 2'-1" 0'-" 0'-" N O P Q R 2 '-2" 2 VRIES 2 1'-8" 1'-" '-2" '-2" N 2 '-2" '-2" '-2" O P 2 VRIES Q 2 1'-8" R 1'-" * SEE DIGRM FOR DIMENSIONS
R "" R "E" & "T" 1'- 1/" 7-/" " " 5 1/2" 6 1/2" R "H" R "", "Q" & "U" R "G" R "K" R "M" R "I " C R "C & L" C 1'- 10" R "J" 1'- END TO LLOW MINIMUM 1-1/2" CLER OF DRIN PIPE R "S" C R "N" R "O" & "P" R "D", "F" & "R" R DIGRMS 1" LETTERS RISED 1/1 1-5/1 1 2" 1 16 " " 1" 1" 1 16 " 16 " STORM SEWER 7-/" 8 " RI 19-7/1 COVER SECTION 9 16 " 1 " 1 2" 22-1/8" 1 16 " " 1 16 " 1 2 " 9 16 " KEY HOLE P L N 17-7/8" 7 16 " 7 16 " 1 " FRME SECTION NOTE : LL CST IRON FITTINGS SHLL E DOMESTIC. DEPRTMENT OF ENGINEERING R DIGRMS ND INLET FRME & COVER DETIL STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: MRCH 2015 SD-D15
1/2" DOWEL 12" LONG TO E INSERTED IN HOLES PROVIDED OTTOM OF THROT ND GUTTER TO E POURED Y INLET CONTRCTOR FTER STREET PVING. GROUT ROUND PIPE FTER INSTLLING POUR INVERT IN OTTOM OF INLET FTER INSTLLING PIPE. NOTE: PIPES SHLL CONNECT TO THE SIDES OF INLETS. CONNECTION NOT TO E MDE T CORNERS OR OTTOM. PRECST INLETS MUST E PPROVED Y CITY ENGINEER. INSTLLTION DRWING FOR PRECST 5' ND 10' CUR INLETS NOTES FOR PRECST INLET 1. THE FLOOR OF THE EXCVTION MUST PROVIDE FIRM, LEVEL ED FOR THE SE SECTION TO REST UPON. 2. MINIMUM OF OF 1"DIMETER (MX.) ROCK OR GRVEL SHLL E USED TO PREPRE THE EDDING TO FINL GRDE OR IN LIEU OF THIS, THT T LEST OF 2 SCK CEMENT STILIZED SND E USED TO PREPRE THE EDDING TO GRDE. CEMENT STILIZED SND TO E LLOWED TO SET Y KEEPING HOLE PUMPED DRY.. FTER CSTING HS EEN INSTLLED ON THE PROPER EDDING, THE CKFILL MTERIL, WHICH IS FREE FLOWING ND CLER OF ROCKS IN EXCESS OF " DIMETER ND OTHER LUMPS WHICH WOULD PROHIIT PROPER COMPCTION, SHLL E COMMENCED IN LIFTS OF NO MORE THN 18". THE MTERIL USED FOR CKFILL SHOULD E OF TYPE SUITLE TO OTIN THE DENSITY REQUIREMENTS FOR THE SPECIFIC JO. DEPRTMENT OF ENGINEERING PRECST CUR INLET STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SD-D16
GRTE FRME GRTE FRME 20-1/" 5" 18" " 1-1/8" LUGS SECTION P L N NOTES : 1. LL LPS ND EXTENSION OF REINFORCING RS SHLL E 6 R IN DIMETERS UNLESS NOTED OTHERWISE. 2. TCK WELD GRTES IN PLCE. 2-7/8" 1-1/8" 2'-7 1 8" 2'- 1-1/8" 1-1/8" 2'-8 1 " 2'- 1-1/8". PIPE MYE PLCED IN NY WLL, UT. SHLL NOT ENTER NY CORNER OR OTTOM. 5. GRTE ND FRME SHLL E PTTERN No. 81S MNUFCTURED Y SS & HYES FOUNDRY, INC. OR PPROVED EQUL. 6. LL CST IRON FITTINGS SHLL E DOMESTIC. " 5'-2 1 " (2 GRTES) 5'-7 " (2 GRTES) SECTION LUGS 7" L RS "" 5/8"Ø TWO GRTE INLET, L=5'-10 1/" THREE GRTE INLET, L=8'-6 1/2" FOUR GRTE INLET, L=11'-2 /" 18" RS "H" 5/8"Ø 15" VRIES 28" MIN. RS "K" /8"Ø 2" VRIES RS "" 5/8"Ø RS "I" /8"Ø 0" 18" RS "C" /8"Ø RS "J" /8"Ø DEPRTMENT OF ENGINEERING COMINTION INLETS GRTE DETILS ND R DIGRMS STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SD-D17
NOTES : 18" 1. COMINTION INLETS TO E USE IN LL LLEYS WHERE INLETS RE REQUIRED. 2. LL LPS ND EXTENSION OF REINFORCING RS SHLL E 6 R DIMETERS UNLESS NOTED OTHERWISE.. TCK WELD GRTES IN PLCE.. PIPE MY E PLCED IN NY WLL, UT SHLL NOT ENTER NY CORNER OR OTTOM. P L N 5. LL CST IRON FITTINGS SHLL E DOMESTIC. 10'- CUR TYPICL FOR LL COMINTION INLETS 5'- 2 1 " 2" 2'-7 1 8" 2'-7 1 8" RS "K" 12" O.C. RS "" RS "" 12" O.C. RS "K" 12" O.C. RS "" " R 1/" / FT. RS "C" 12" O.C. PLN S X 7.7 RS "G" 12" RS "I" 12" O.C.E.W. 1 2" MORTR FINISH, TROWEL TO SMOOTH HRD SURFCE. SEE NOTE VRIES ('- USUL) RS "I" 12" O.C.E.W RS "H" 12" O.C. RS "" RS "J" 12" O.C. SECTION RS "" 12" O.C. 2" RS "J" 12" O.C SECTION RS "" DEPRTMENT OF ENGINEERING COMINTION INLET TWO GRTE INLET STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SD-D18
12" GUTTER RS "G" DEPRTMENT OF ENGINEERING COMINTION INLET THREE GRTE INLET STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SD-D19 18" RS "" RS "" 8 REQUIRED GUTTER NOTES : 1. COMINTION INLETS TO E USE IN LL LLEYS WHERE INLETS RE REQUIRED. 2. LL LPS ND EXTENSION OF REINFORCING RS SHLL E 6 R DIMETERS UNLESS NOTED OTHERWISE.. TCK WELD GRTES IN PLCE.. PIPE MY E PLCED IN NY WLL, UT SHLL NOT ENTER NY CORNER OR OTTOM. P L N 5. LL CST IRON FITTINGS SHLL E DOMESTIC. 2'-7 1 8" 7'- 10 1 2" 2'-7 1 8" 2'-7 1 8" PLN SECTION SECTION VRIES ('- USUL) R " 10'- CUR TYPICL FOR LL COMINTION INLETS 2" RS "K" 12" O.C. RS "" TOP OF CUR GUTTER FLOW LINE T CUR FCE RS "" 12" O.C. RS "K" 12" O.C. RS "" S X 7.7 RS "I" 12" O.C.E.W. 2 " X " MCH. OLT W/ NUT 1 2" MORTR FINISH, TROWEL TO SMOOTH HRD SURFCE. RS "I" 12" O.C.E.W. SEE NOTE S X 7.7 RS "I" 12" O.C.E.W 1/" / FT. RS "J" 12" O.C. RS "" 12" O.C. 2" RS "J" 12" O.C RS "" RS "C" 12" O.C. RS "H" 12" O.C. RS ""
DEPRTMENT OF ENGINEERING COMINTION INLET FOUR GRTE INLET STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SD-D20 12" RS "G" 18" RS "" RS "" 8 REQUIRED P L N 10'- CUR TYPICL FOR LL COMINTION INLETS 2" 2'-7 1 8" 2'-7 1 8" RS "K" 12" O.C. RS "" 10'- 6 " 2'-7 1 8" 2'-7 1 8" S X 7.7 2 " X " MCH. OLT W/ NUT RS "I" 12" O.C.E.W. 1 2" MORTR FINISH, TROWEL TO SMOOTH HRD SURFCE. RS "J" 12" O.C. RS "" 12" O.C. SECTION NOTES : 1. COMINTION INLETS TO E USE IN LL LLEYS WHERE INLETS RE REQUIRED. 2. LL LPS ND EXTENSION OF REINFORCING RS SHLL E 6 R DIMETERS UNLESS NOTED OTHERWISE.. TCK WELD GRTES IN PLCE.. PIPE MY E PLCED IN NY WLL, UT SHLL NOT ENTER NY CORNER OR OTTOM. 5. LL CST IRON FITTINGS SHLL E DOMESTIC. PLN SECTION VRIES ('- USUL) R " TOP OF CUR GUTTER FLOE LINE T CUR FCE RS "" 12" O.C. RS "K" 12" O.C. RS "" S X 7.7 1/" / FT. RS "I" 12" O.C.E.W. SEE NOTE RS "I" 12" O.C.E.W 2" RS "J" 12" O.C RS "" RS "C" 12" O.C. RS "H" 12" O.C. RS ""
DEPRTMENT OF ENGINEERING TWO GRTE INLET STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SD-D21 12" # RS 12" O.C.E.W. P L N 1 1 8" 5'-2 1 " 1 1 8" 1 2 " MORTR FINISH, TROWEL TO SMOOTH HRD SURFCE. SECTION SEE NOTE 18" NOTES : 1. LL LPS ND EXTENSION OF REINFORCING RS SHLL E 6 R DIMETERS UNLESS NOTED OTHERWISE. 2. TCK WELD GRTES IN PLCE.. PIPE MY E PLCED IN NY WLL, UT SHLL NOT ENTER NY CORNER OR OTTOM.. LL CST IRON FITTINGS SHLL E DOMESTIC. 18" SECTION VRIES ('-8" MIN.) # RS 12" O.C.E.W.
DEPRTMENT OF ENGINEERING THREE GRTE INLET STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SD-D22 12" # RS 12" O.C.E.W. 1 1 8" 7'-10 1/2" P L N 7'-10 1/2" 1 1 8" 1 2" MORTR FINISH, TROWEL TO SMOOTH HRD SURFCE. SECTION STNDRD GRTE FRME 1 1 8" SEE NOTE 18" NOTES : 1. LL LPS ND EXTENSION OF REINFORCING RS SHLL E 6 R DIMETERS UNLESS NOTED OTHERWISE. 2. TCK WELD GRTES IN PLCE.. PIPE MY E PLCED IN NY WLL, UT SHLL NOT ENTER NY CORNER OR OTTOM.. LL CST IRON FITTINGS SHLL E DOMESTIC. 18" SECTION VRIES ('-8" MIN.) # RS 12" O.C.E.W.
DEPRTMENT OF ENGINEERING FOUR GRTE INLET STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SD-D2 12" # RS 12" O.C.E.W. NOTES : 1. LL LPS ND EXTENSION OF REINFORCING RS SHLL E 6 R DIMETERS UNLESS NOTED OTHERWISE. 2. TCK WELD GRTES IN PLCE. P L N. PIPE MY E PLCED IN NY WLL, UT SHLL NOT ENTER NY CORNER OR OTTOM.. LL CST IRON FITTINGS SHLL E DOMESTIC. 5'-2 1/" 1 1 8" # RS 12" O.C.E.W. 1 2 " MORTR FINISH, TROWEL TO SMOOTH HRD SURFCE. SEE NOTE SECTION SECTION 8 1 " STNDRD GRTE FRME 1 1 8" 19 1 8" 19 1 8" 8 1 " S X 7.7 (5'-8 1/" LONG) VRIES ('-8" MIN.)
DEPRTMENT OF ENGINEERING SIX GRTE INLET STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SD-D2 12" # RS 12" O.C.E.W. STNDRD GRTE FRME P L N 8'-10 1/2" 1 1 8" 1 1 8" 1 1 8" S X 7.7 (9'- 1/2" LONG) 1 2" MORTR FINISH, TROWEL TO SMOOTH HRD SURFCE. SECTION SEE NOTE 8 1 " NOTES : 1. LL LPS ND EXTENSION OF REINFORCING RS SHLL E 6 R DIMETERS UNLESS NOTED OTHERWISE. 2. TCK WELD GRTES IN PLCE.. PIPE MY E PLCED IN NY WLL, UT SHLL NOT ENTER NY CORNER OR OTTOM.. LL CST IRON FITTINGS SHLL E DOMESTIC. 19 1 8" 19 1 8" 8 1 " # RS 12" O.C.E.W. SECTION VRIES ('-8" MIN.)
DEPRTMENT OF ENGINEERING GRTE DETIL STNDRD DROP INLET STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SD-D25 D 18" 5" " NOTES : 1. GRTE ND FRME SHLL E PTTERN No. 81 S MNUFCTURED Y SS ND HYES FOUNDRY OR PPROVED EQUL. 2. LL CST IRON FITTINGS SHLL E DOMESTIC. P L N 2'-7 1/8" 2'- SECTION SECTION 9" 0" STNDRD GRTE FRME GRTE DETIL # RS 12" O.C.E.W SECTION C P L N STNDRD DROP INLET 9" 1 2" STNDRD INLET FRME & COVER CONSTRUCTION JOINT # RS 12" O.C.E.W 1" '-2" USUL 7" ' OR 5' 1- OR 2' 1- OR 2' 5" 1 1 8" 1 1 8" 2'-8 1/" 2'- 2 7 8" 1 1 8" 18" C STRIGHT RS ENT RS
R O W 9.5' MIN. 11.5 USUL STREET 15' MIN. DESIGN W.S. 15' MIN. MIN 1' STREET 9.5' MIN. 11.5 USUL R O W NOTE: PRLLEL STREET IS RECOMMENDED ECH SIDE OF TYPE I CHNNEL. THE RE ETWEEN THE STREETS SHOULD E DEDICTED TO PULIC USE. R O W TYPE I - NTURL R O W 10' 1' FREEORD RECOMMENDED MX. d=12' 1/2"/FT. 1 MXIMUM SODDED RE 0' MX. 10' MIN. SEE NOTE 7 1 RECOMMENDED SEE PILOT CHNNEL DETIL TYPE II - UNLINED WITH LINED PILOT CHNNEL 10' MIN. # RS 12" O.C. OTH WYS /"/FT. 1' X 1' GRVEL CONTINUOUS 8" " PILOT CHNNEL DETIL SEE LTERNTE EDGE GENERL NOTES FOR OPEN CHNNELS 1. CONSTRUCTION JOIONT SHOWN FOR CONVENIENCE ONLY. MONOLITHIC CONSTRUCTION MYE USED. 2. LL VISILE SURFCES SHLL E TROWEL FINISH.. LL REINFORCING STEEL SHLL E /8" DIMETER ND SPCED 12" C TO C OTH WYS UNLESS OTHERWISE SPECIFIED. 8" 1:1 SLOPE 8" 1' MIN. 1' X 1' GRVEL CONTINUOUS. TYPE I CHNNEL, NTURL CHNNEL, IS SHOWN FOR LOCTION OF DJUSCENT STREETS. 5. IF WOOD FORMS RE USED WITH CONSTRUCTION JOINT, THEY SHLL E TWO, 2" X " ND SHLL NOT E REMOVED UNTIL CONCRETE ON SLOPES IS REDY TO E PLCED. 6. LL CONCRETE IN LINED CHNNEL SHLL E CLSS "" LTERNTE EDGE 7. FLT OTTOM TO E CONSTRUCTED WHEN CHNNEL WIDTH IS LESS THN 12'. 8. /" CHMPER ON LL CONCRETE CORNERS. 9. GRSS COVER REQUIRED FOR LL SLOPES :1 OR FLTTER. CONCRETE RIP-RP REQUIRED ON SLOPES STEEPER THN :1. DEPRTMENT OF ENGINEERING TYPE I & TYPE II CHNNEL SECTION STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SD-D026
' MINIMUM ' RECOMMENDED CL 1' MIN. 1' DESIGN WTER SURFCE NTURL GROUND ELE. :1 MX. :1 RECOMENDED SPCED 12" C-C. MX. LINED DEPTH=10' NO V-INVERT IF OTTOM WIDTH IS 12' OR LESS 1.5 : 1 SLOPE MX. SEE DETIL 12" LP15" 2'MIN. 12" OTTOM WIDTH CHNNEL SECTION 2" WEEP HOLES T 12" C-C CORE DRILL OR FORM WEEP HOLES EXTEND GRVEL TO WEEP HOLES. CRUSHED STONE OR GRVEL TRENCH LONG ECH SIDE OF CHNNEL. R2' SLEEVE FOR DOWEL SHLL HVE N INSIDE DIMETER OF 7/8" ND SHLL E 5" LONG. /" DIMETER RS SPCED 21" C-C SHLL SERVE S DOWELS. DOWELS SHLL E SPHLT COTED 12" ON THE FREE END. JOINT FILLER 1" " " ' 9" 2' /" 12" TRNSVERSE EXPNSION JOINT " " DETIL 1-1/2" GENERL NOTES FOR OPEN CHNNELS 1. CONSTRUCTION JOIONT SHOWN FOR CONVENIENCE ONLY. MONOLITHIC CONSTRUCTION MYE USED. 2. LL VISILE SURFCES SHLL E TROWEL FINISH.. LL REINFORCING STEEL SHLL E /8" DIMETER ND SPCED 12" C TO C OTH WYS UNLESS OTHERWISE SPECIFIED.. IF WOOD FORMS RE USED WITH CONSTRUCTION JOINT, THEY SHLL E TWO, 2" X " ND SHLL NOT E REMOVED UNTIL CONCRETE ON SLOPES IS REDY TO E PLCED. 5. LL CONCRETE IN LINED CHNNEL SHLL E CLSS "" 1-1/2" 2" 6. FLT OTTOM TO E CONSTRUCTED WHEN CHNNEL WIDTH IS LESS THN 12'. 7. 8. /" CHMPER ON LL CONCRETE CORNERS. CONSTRUCTION JOINT (OPTIONL) 9. GRSS COVER REQUIRED FOR LL SLOPES :1 OR FLTTER. CONCRETE RIP-RP REQUIRED ON SLOPES STEEPER THN :1. DEPRTMENT OF ENGINEERING TYPE III NORML CHNNEL SECTION STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: REV DTE: UG. 2006 SD-D027
OUTLET FROM PIPES HEDWLLS NEED TO HVE DEQUTE EROSION PROTECTION USE FORMUL L=0.7 VD L=LENGTH OF PRON (FT), V=OUTLET VELOCITY FLOW (FPS), D=DIMETER OF PIPE (FT) ) 2-5 FPS SOD PROTECTION T THE OUTLET. ) 5-8 FPS DRY RIP-RP (TYPE, ITEM # 80. NCTCOG) C) 8-11 FPS DRY RIP-RP (TYPE, ITEM # 80. NCTCOG) D) 11-18 FPS GROUTED RIP-RP (TYPE, ITEM # 80. NCTCOG) E) >18 FPS DEQUTE ENERGY DISSIPTERS DIMETER ROCK OR CONCRETE RULE (MIN. ') S REQUIRED FOR EROSION REINFORCING RS SHLL E # RS ON 18" C-C ECH WY SLOPE :1 # RS REINFORCING RS SHLL E # RS 18" C-C ECH WY # RS 12" DIMETER 1'-9" " 8" 9" P L N " 8" 9" 1'-9" SECTION FOR FURTHER INFORMTION, SEE TxDOT DETILS DEPRTMENT OF ENGINEERING TYPE "" HEDWLL STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: JN 1999 REV DTE: UG. 2006 SHEET: SD-D28
12" DIMETER 12" ROCK OR CONCRETE RULE (MIN. ') S REQUIRED FOR EROSION SLOPE :1 8" 120 120 OUTLET FROM PIPES HEDWLLS NEED TO HVE DEQUTE EROSION PROTECTION USE FORMUL L=0.7 VD L=LENGTH OF PRON (FT), V=OUTLET VELOCITY FLOW (FPS), D=DIMETER OF PIPE (FT) ) 2-5 FPS SOD PROTECTION T THE OUTLET. ) 5-8 FPS DRY RIP-RP (TYPE, ITEM # 80. NCTCOG) C) 8-11 FPS DRY RIP-RP (TYPE, ITEM # 80. NCTCOG) D) 11-18 FPS GROUTED RIP-RP (TYPE, ITEM # 80. NCTCOG) E) >18 FPS DEQUTE ENERGY DISSIPTERS REINFORCING RS SHLL E # RS ON 18" C-C ECH WY ' DIMETER 12" 12" 2:1 DROP 18" DIMETER 20" P L N 1" CHMPER 2:1 DROP 8" SIDE VIEW FRONT VIEW FOR FURTHER INFORMTION, SEE TxDOT DETILS DEPRTMENT OF ENGINEERING TYPE "" HEDWLL STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: JN 1999 REV DTE: UG. 2006 SHEET: SD-D29
OUTLET FROM PIPES HEDWLLS NEED TO HVE DEQUTE EROSION PROTECTION USE FORMUL L=0.7 VD L=LENGTH OF PRON (FT), V=OUTLET VELOCITY FLOW (FPS), D=DIMETER OF PIPE (FT) ) 2-5 FPS SOD PROTECTION T THE OUTLET. ) 5-8 FPS DRY RIP-RP (TYPE, ITEM # 80. NCTCOG) C) 8-11 FPS DRY RIP-RP (TYPE, ITEM # 80. NCTCOG) D) 11-18 FPS GROUTED RIP-RP (TYPE, ITEM # 80. NCTCOG) E) >18 FPS DEQUTE ENERGY DISSIPTERS REINFORCING RS SHLL E # RS ON 18" C-C ECH WY 8" 8" ROCK OR CONCRETE RULE(MIN.') S REQUIRED FOR EROSION CONTROL PIPE O.D. + 6' 1" 1" 8" TOE WLL CHNNEL SLOPE :1 MX. REINFORCING SHLL E # RS @ 18" C-C ECH WY P L N TYPICL CORNER RS 1'- " 8" 5' MIN. FL CREEK OR CHNNEL 2' MIN. ELOW FL PIPE 1/2" CHMPER ' MIN. R.C.P. 2' MIN. ELOW FL OF PIPE TOE WLL 1'- LL CONCRETE SHLL E CLSS "" SECTION 8" DEPRTMENT OF ENGINEERING TYPE "C" HEDWLL STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: JN 1999 REV DTE: UG. 2006 SHEET: SD-D0
1 6'-0" '-0" '-0" '-0" '-0" 1 " " 000 PSI CONCRETE PVEMENT " INSTLL 1"-" GRVEL WITH FILTER FRIC FILTER FRIC ' COMPCTED CK FILL # RS @ 2" O.C.E.W. CONC. FLUME (CURS REQUIRED T CULVERT OUTFLL)* DETENTION POND 2'-0" # R (TYP)12" O.C. CUR EXPNSION JOINT 2'-0" 1 " X 2" NCHOR OLT(- REQD.) 2'-2" X 5'-0" X /8" STEEL CHECKERED THRED PLTE GLVNIZED COTED 600 PSI CONCRETE PROPOSED SIDEWLK 2.5" 2.5" 5" CONC. FLUME IN THE CK OF LOTS* # R @ 12" O.C.E.W. CONC. FLUME WITH GRTE COVER* 1/" GLVNIZED STEEL PLTE 0" RPC " 20" 17." WIDTH & HEIGHT TO COVER 0" RCP PIPE ND FIT WITHIN HEDWLL DIMENSIONS SE OF HEDWLL OLT PLTE TO OUTSIDE WLL FCE OF THE PROPOSED HEDWLL WITH 1/"x" LONG STINLESS STEEL OLTS T ECH CORNER OF PLTE 1/" THICK GLVNIZED STEEL PLTE TO COVER WIDTH OF PIPE S SHOWN. -¼"x" STINLESS STEEL OLTS RESTRICTOR PLTE DETIL *FOR LL FLUMES THE MINIMUM SLOPE WILL E 0.75% DEPRTMENT OF ENGINEERING STORM RELTED FLUMES STNDRD CONSTRUCTION DETILS STORM DRINGE DTE: UG. 200 REV DTE: UG. 2006 SHEET: SD-D1