JCRD300: ODOT DRAWINGS ROADWAY DRAINAGE

Transcription

1 REFERENCE THE FOLLOWING ODOT STNDRD DRWINGS FOR DRINGE RD302 RD317 RD335 RD336 RD339 RD340 RD342 RD344 RD345 RD346 RD356 RD362 RD363 RD364 RD365 RD366 RD368 RD370 RD371 RD372 RD373 RD374 RD376 RD378 RD380 RD382 RD384 RD386 RD388 RD390 RD391 RD393 STREET CUT CULVERT EMBNKMENT PROTECTION STNDRD STORM SEWER MNHOLE STNDRD MNHOLE DETILS PIPE TO STRUCTURE CONNECTIONS STORM SEWER POLLUTION CONTROL MNHOLE SHLLOW MNHOLES STNDRD MNHOLE BSE SECTION PIPE TO MNHOLE CONNECTIONS LRGE PRECST MNHOLE MNHOLE COVERS ND FRMES SNITRY CLENOUT GUTTER TRNSITION T INLET CONCRETE INLETS TYPE G-1, G-2, G-2M, & G-2M FRMES & GRTES FOR CONCRETE INLETS CONCRETE INLETS TYPE CG-1, CG-2 CONCRETE INLETS TYPE M-E, M-O, B ND B-SL DITCH INLET TYPE D CONCRETE INLET BSE TYPE CG-3 CONCRETE INLET TOP, OPTION 1 TYPE CG-3 CONCRETE INLET TOP, OPTION 2 TYPE CG-3 RE DRINGE BSIN OR FIELD INLET MISCELLNEOUS DRINGE STRUCTURES SIPHON BOX, INLET CP 7 INLET DJUSTMENT TYPE "3" CTCH BSIN, FRME ND GRTE FILL HEIGHT TBLE FOR LUMINUM & STEEL CORRUGTED PIPE FILL HEIGHT TBLE FOR LUMINUM & STEEL RCH PIPE FILL HEIGHT TBLE FOR LUMINUM & STEEL SPIRL RIB PIPE FILL HEIGHT TBLE FOR CIRCULR CONCRETE PIPE FILL HEIGHT TBLE FOR PVC PIPE FILL HEIGHT TBLE FOR CORRUGTED HDPE PIPE FILL HEIGHT TBLE FOR STEEL REINFORCED HDPE PIPE FILL HEIGHT TBLE FOR POLYPROPYLENE PIPE JCKSON COUNTY RODS JCRD300: ODOT DRWINGS RODWY DRINGE I:\Engineering\LIBRRY\COUNTY\STD_DWG\2017\RD300-Drainage\JCRD300-ODOT.dwg NO SCLE

2 JCKSON COUNTY RODS JCRD301: TBLE "C" I:\Engineering\LIBRRY\COUNTY\STD_DWG\2017\RD301-Drainage\JCRD301-TableC.dwg NO SCLE

3 SUBGRDE NEW CONSTRUCTION RODWY/DRIVEWY/SIDEWLK PLCE CLSM TO SUBGRDE IF SUB BSE SECTION TO BE CONSTRUCTED PER PLNS. CONTRCTOR OPTION #1: 3/4"-0 GG. 90% NOM. COMPCTION PIPE ZONE: 3/4"-0 GG. OR SND 95% NOM. COMPCTION FINISH GRDE BSE PER PLNS 1 SCK CLSM PER JCKSON CO. STNDRDS ONLY BELOW 3' OUTSIDE PIPE DIMETER 1' 3' MX JCKSON COUNTY RODS CONTRCTOR OPTION #2: CLSM TCK EDGES SW CUT MIN 1. DD 4" TO PIPE BEDDING/PIPE ZONE THICKNESS FOR PIPES W/ BELLS. 2. LL UTILITIES SHLL HVE MINIMUM DEPTH OF 30"(3 FOR ELECTRICL). 3. LL UTILITIES REQUIRING 1-SCK CLSM SHLL BE T DEPTH THT LLOWS 1' THICKNESS OF CLSM, THIS MY REQUIRE THE UTILITY TO BE PLCED BELOW THE MINIMUM 30"DEPTH (3 FOR ELECTRICL) REQUIREMENT. 4. STORM DRINS OR CULVERTS REQUIRING CLSM SHLL HVE 1' THICKNESS OF CLSM, THIS MY REQUIRE 1-SCK CLSM IN THE PIPE ZONE. 5. 3/4"-0 GG. MY BE SUBSTITUTED FOR CLSM IN EXISTING PVED DRIVEWYS WITH CONCRETE OR CMP CULVERT INSTLLTIONS. THIS SUBSTITUTION NOT LLOWED FOR NY OTHER UTILITY WITHOUT THE ENGINEERS' PPROVL. 6. SND SEL LL C JOINTS. 7. REPLCE GRVEL SURFCE W/ SME. REPLCE OIL MT SURFCE W/ 2" C PTCH. REPLCE C SURFCE WITH 4" C PTCH, PLCED IN 2" MX. LIFTS. REPLCE EXISTING PVED RODWY/DRIVEWY/SIDEWLK CONTRCTOR OPTION #1: 3/4"-0 GG. 90% NOM. COMPCTION PIPE ZONE: 3/4"-0 GG. 3/4"-0 GG. OR OR SND CLSS 'C' PIPE 95% NOM. BEDDING 2" COMPCTION MX. SURFCE REPLCEMENT: SEE GENERL NOTE #7 EXISTING FINISH GRDE THICKNESS VRIES 1 SCK CLSM PER JCKSON CO. STNDRDS ONLY BELOW 3' OUTSIDE PIPE DIMETER 1' 3' MX CONTRCTOR OPTION #2: CLSM C/L C/C&G SECTION BSE SECTION IRRIGTION OR PRIVTE WTER LINES REQUIRE CONDUIT PIPE OR UTILITY PVEMENT WITHIN RODWY 12" 3/4"-0 GG. OR CLSS 'C' PIPE 12" OR BEDDING 2" USE EXISTING MX. PVEMENT DETIL RODWY SECTION EXTEND UTILITIES TO R/W OUTSIDE RODWY SECTION EXCVTED MTERIL EXTEND UTILITIES TO R/W P.C.C. PVING TO EXISTING THICKNESS W/ 3300 PSI CONC., PLCE CLSM TO BOTTOM OF CONCRETE. 8. MTERILS ND CONSTRUCTION METHODS SHLL COMPLY W/ JCKSON COUNTY'S SPECIL PROVISIONS, OR STNDRD SPECIFICTIONS. 9. PROVIDE STEEL JUMP PLTES, JUMP PLTE LOCKS, SIGNGE ND OTHER PROTECTIVE MESURES S DIRECTED. JCRD302: TYPICL TRENCH SECTION & PIPE BCKFILL 1' END CONDUIT MOUND TO LLOW FOR SETTLEMENT UNLESS OTHERWISE DIRECTED 30" OR PER PLN ELEV. ONLY BELOW 3' 30" (3 FOR ELECTRICL) OUTSIDE RODWY 12" R/W RODSIDE DITCH TOPSOIL WHEN REQUIRED SHLE OR COURSE ROCK UNDER DITCH WHEN REQUIRED 3/4"-0 GG. OR CLSS 'C' PIPE BEDDING 2" MX. GRVEL RD. /DRIVEWY (DETIL) FINISH GRDE 3/4"-0 GG. 95% NOM. COMPCTION PIPE ZONE: 3/4"-0 GG. OR SND 95% NOM. COMPCTION 3/4"-0 GG. OR CLSS 'C' PIPE BEDDING 2" MX. I:\Engineering\LIBRRY\COUNTY\STD_DWG\2017\RD300-Drainage\JCRD302-Trench.dwg NO SCLE

4 SET 1/4" BELOW C NEW STREET SURFCE CSTING WIDTH VRIBLE 8" 8" MIN #4 REBR HOOP MORTR, (SEE NOTE 5) CONC. DJUSTMENT RING OR PPROVED EQUL SECTION - CLSM MNHOLE 8" 1. MY BE CIRCULR OR SQURE. JOINT TO BE SMOOTH ND UNIFORM CLSS " CONCRETE, 4-6% ENTRINED IR. 2. LL REINFORCING STEEL SHLL BE STM SET CONCRETE 1/4" LOW FROM.C. FINISH GRDE. 4. PLCE CLSM BCKFILL IN EXCVTION RES S DIRECTED. 5. MORTR TO BE 2" THICK MX. USE EPOXY FOR SYNTHETIC GRDE RINGS. JCKSON COUNTY RODS PLN JCRD303: MNHOLE FRME DJUST I:\Engineering\LIBRRY\COUNTY\STD_DWG\2017\RD300-Drainage\RDJC303-Manholedjust.dwg NO SCLE

5 SLOPE TO GRTE EXTR HEVY DUTY CST IRON GRTE (2 3 4" THICK-RTED 50,000lbs.) OR PPROVED EQUL 1 1 2" X MX. OPENINGS PVED RE SLOPE TO GRTE EXTR HEVY DUTY CST IRON GRTE (2 3 4" THICK-RTED 50,000lbs.) OR PPROVED EQUL 1 1 2" X MX. OPENINGS PVED RE 2" FLNGE 24" SQ. TRP WITH HINGED COVER ORIFICE DIMETER, SEE PLNS FOR SIZE 12" THREDED HUB STUB INTO BOX 2" HUB DI. 4" 2" FLNGE 24" SQ. TRP WITH HINGED COVER 12" SEE LTERNTIVE ORIFICE PLTE TTCHMENT 24" FILLET WELD PERIMETER THREDED PVC CP OPENING T BOTTOM 24" FILLET WELD PERIMETER OPENING T BOTTOM 10G. SPHLT COTED STEEL (TYP.) SIDES ND BOTTOM 10G. SPHLT COTED STEEL(TYP.) SIDES ND BOTTOM 4" 1"-0 CRUSHED ROCK, WELL COMPCTED RE DRIN WITH ORIFICE PLTE DETIL 4" 1"-0 CRUSHED ROCK, WELL COMPCTED RE DRIN WITHOUT ORIFICE PLTE DETIL PPLY SELNT BEFORE TTCHING PLTE WITH SHEET METL SCREWS ORIFICE DIMETER, SEE PLNS FOR SIZE HUB DI. 4" FILLET WELD PERIMETER LTERNTIVE ORIFICE PLTE TTCHMENT JCKSON COUNTY RODS 1. LTERNTIVE MTERILS ND DESIGNS WILL BE CONSIDERED, COUNTY ENGINEER PPROVL IS REQUIRED. 2. UBC REQUIRES CLEN OUT TO BE INSTLLED WITHIN 5 FEET OF THE ORIFICE PLTE IF THE PLTE IS NOT REMOVEBLE " SQURE BSINS MY BE PPROVED IN LOW-FLOW NON-TRFFIC RES. JCRD304: RE DRIN (STEEL) I:\Engineering\LIBRRY\COUNTY\STD_DWG\CURRENT\RD300-Drainage\JCRD304-Inletrea.dwg NO SCLE

6 SEE "FRME" ND "GRTE" DETILS 4" INSIDE DI. OF PIPE 1 2 " X 2" FLT BRS VRIES INSIDE DI. BOTH ENDS LL BRS 3 16 " PLN - ENTRNCE INLET 4" 1 2 " X 2" FLT BR VRIES 3 8 " X 3" REBR T ECH CORNER 2" X 2" X 1 4" NGLE IRON D 1 4 " CLER BETWEEN FRME ND GRTE ST/OFFSET/ELEV S SHOWN ON PLNS 3 8 " x 3" ECH CORNER FRME 3" CTRS GRTE DITCH FLOWLINE 3 4 "-0 GGREGTE BSE LEVELING PD 3" THICK 4" D ELEVTION - ENTRNCE INLET SECTION - 4" 1. CONCRETE SHLL BE: CLSS /4", 4-6% ENTRINED IR. 2. STRUCTURL STEEL TO BE STM STEEL REINFORCING TO BE STM MODIFIED VERSIONS OF THIS INLET MY BE USED WITH PRIOR PPROVL FROM THE ENGINEER. JCKSON COUNTY RODS JCRD305: SHLLOW DITCH INLET I:\Engineering\LIBRRY\COUNTY\STD_DWG\CURRENT\RD300-Drainage\JCRD308-InletEntrance.dwg NO SCLE

7 x 3' PIPE STUB, (SEE NOTE 5) 48" 3 8 " x 2 5 8" FLT 1 1 2" CTRS PIPE I.D. PLUS 12" TO INSIDE WLL 1 4 " CLER BETWEEN FRME ND GRTE PLN 3" TYP. 3 8 " X 2" FLT BR ECH END 3 8 " ROUND OR RECT. 4" CTRS. WELDED FLUSH WITH GRTE SURFCE 3" X 3" X 3 8" NGLE IRON * BOTH ENDS LL BRS 3 16 " * * 5 8 " X 2 1 2" BRS * TYP. (LL WLLS) VRIBLE 4" SECTION - CULVERT 3 8 " X REBR ECH CORNER 1. INSIDE DIMENSIONS SHLL BE 18" x 3 2. LL CONCRETE SHLL BE CLSS /4", 4-6% ENTRINED IR. 3. GRTE ND FRME STEEL SHLL BE STM LL STEEL REINFORCING SHLL BE STM INCLUDE x 3' PIPE STUB WITH CP, UNLESS NOTED OTHERWISE ON PLNS. 6. SLOPE FINISHED GRDE TO THE DRIN. 1 4 " GRTE ND FRME JCKSON COUNTY RODS JCRD306: INTERMEDITE INLET I:\Engineering\LIBRRY\COUNTY\STD_DWG\CURRENT\RD300-Drainage\JCRD309-InletIntermediate.dwg NO SCLE

8 MIN E. SIDE PIPE DI. PLUS PPROX. 3 X PIPE DI. PLN #4 12" CTRS IN WLLS ND FLOOR SLOPE HEDWLL S DIRECTED PIPE DI. PIPE DI. PIPE DI. PLUS 1. #4 12" CENTERS IN WLLS ND FLOOR 2. REINFORCING STEEL GRDE 60 PREFORMED BRS. 3. LL CONCRETE SHLL BE CLSS /4", 4-6% ENTRINED IR. SECTION - JCKSON COUNTY RODS JCRD307: CONCRETE HEDWLL I:\Engineering\LIBRRY\COUNTY\STD_DWG\CURRENT\RD300-Drainage\JCRD307-Headwall.dwg NO SCLE

9 6' 1 3 T DEEP 1 4 " RDIUS 3' 3' 1 1/2".C..C. T CTRS, OR 12" CTRS, ECH WY SECTION - 3/4"-0 GGREGTE BSE 7" THKN. CONTRCTION JOINT 1/4" RDIUS EXP JOINT EXP JOINT EXP JOINT EXP JOINT TYPICL CURB ND GUTTER (SEE ODOT RD700) 6' 1 2 " EXP JT MT'L EXPNSION JOINT 1. LL CONCRETE SHLL BE CLSS /4", 4-6% ENTRINED IR. 2. PROVIDE CONTRCTION JOINTS T MX 10' CENTERS. 3. SEE PROJECT PLNS FOR ELEVTIONS. EXP JOINT VRIES EXP JOINT R = 20' JCKSON COUNTY RODS JCRD308: VLLEY GUTTER I:\Engineering\LIBRRY\COUNTY\STD_DWG\CURRENT\RD300-Drainage\JCRD308-ValleyGutter.dwg NO SCLE

10 DRINGE CURB DESIGN SLOPE B 1. FILTER MTERIL SHLL BE GEOTEXTILE. 3.0' MINIMUM 4"-0 CRUSHED ROCK EDGE OF PVEMENT SLOPE VRIES DISTNCE VRIES PLN B DITCH FL 2" FILTER MTERIL 3.0' SECTION "B-B" DITCH FL 4"-0 CRUSHED ROCK FILTER MTERIL 4"-0 CRUSHED ROCK NOM. THICKNESS SECTION "-" DITCH BCKSLOPE DITCH FL JCKSON COUNTY RODS JCRD309: DRINGE CURB/ VELOCITY REDUCTION FCILITY I:\Engineering\LIBRRY\COUNTY\STD_DWG\CURRENT\RD300-Drainage\JCRD309-VelocityReduction.dwg NO SCLE

11 PLN SLOPE S REQUIRED NORML DITCH LINE PIPE SUBGRDE 1:1 EDGE OF PVEMENT NORML DITCH LINE SLOPE S REQ'D SHOULDER 12" SECTION - 24" SLOPE SLOPE 1:1 1:1 20' 20' JCKSON COUNTY RODS JCRD310: CROSS DRINS TYPICL PIPE BOWL I:\Engineering\LIBRRY\COUNTY\STD_DWG\CURREN\RD300-Drainage\JCRD310-PipeBowl.dwg NO SCLE

12 GROUND WOODY MTERIL: EG VR. PHSE 1 1' 3:1 FURNISH WOODY MTERIL THT CONFORMS, INCLUDING NON-MERCHNTBLE TIMBER, VEGETTION, DOWN WOOD, BRUSH, ND TREE LIMBS OF INERT MTERIL. GRIND WOODY MTERIL WITH HOG OR SHREDDER TYPE EQUIPMENT SO THT THE SPER WIDTH CONFORMS TO THE FOLLOWING: MTERIL PSSING 1-1/2" SIEVE: 95% (MINIMUM) BY LOOSE VOLUME MTERIL PSSING 0.2" SIEVE: 55% (MXIMUM) BY LOOSE VOLUME 4" 2' REMOVE EXISTING ND SPER LENGTHS CONFORM TO: SPER LENGTH PERCENT (BY LOOSE VOLUME) < 3" > 90% 3' - 5" < 10% > 5" 0% 5" EG EG 18" VR. VR. PHSE 2 PHSE 3 3:1 GROUND WOODY MTERIL MIX 3:1 PHSE 1: PHSE 2: PHSE 3: GRDE FLT BOTTOM TRETMENT DITCH TO DEPTH OF PPROXIMTELY 4 INCHES BELOW DESIGN DITCH FLOW LINE. REMOVE LL WEEDS, STICKS, ND STONES 2 INCHES IN DIMETER ND LRGER. SPRED MINIMUM OF 5 INCHES OF GROUND WOODY MTERIL OVER EXISTING GROUND. MIX WITH THE UNDERLYING SOILS TO DEPTH OF 18 INCHES TO OBTIN HOMOGENEOUS FRIBLE MIXTURE. FIRM SOILS BUT DO NOT OVERLY COMPCT. CONDUCT SOIL TESTING USING CONE PENETROMETER. RES OF DITCH HVING RESISTNCE PRESSURE OF GRETER THN 200 POUNDS PER SQURE INCH WHEN TESTED TO DEPTH OF 12 INCHES SHOULD BE LOOSED ND RETESTED UNTIL TRGET DENSITY IS CHIEVED. HYDROSEED FINISHED DITCH SURFCE INCLUDING SLOPES WITH PERMNENT SEED MIX # STOP - C LL BEFORE Y OU DIG CLL 48 HOURS BEFORE YOU DIG EOREGON UTILITY NOTIFIC TION CENT R JCKSON COUNTY RODS JCRD311: FLT BOTTOM TRETMENT DITCH I:\Engineering\LIBRRY\COUNTY\STD_DWG\CURRENT\RD300-Drainage\JCRD311-FlatBottomTreatmentDitch.dwg NO SCLE

13 EOREGON UTILITY NOTIFIC TION CENT MTERIL TO MEET REQUIREMENTS BY SPECIL PROVISIONS WTER QULITY SEEDING MIX: EG Botanical Name Common Name Pounds per cre Festuca rubra Native Red Fescue 12.5 Elymus glaucus Blue Wildrye 12.5 Bromus carinatus California Brome 7.5 grostis exorata Spike Bent Grass 10.0 Glyceria occidentalis Manna Grass 7.5 BLENDED COMPOST ND TOPSOIL MIX 3:1 3' 4' 3' SECTION B-B 3:1 MX. 1' B WTER QULITY SEEDING MIX 4' R STOP - C LL BEFORE Y OU DIG B PLN TYPICL FLOW SPREDER (1' - 2" H x 1' W x 4' - X" L). CLL 48 HOURS BEFORE YOU DIG 2" SECTION - 1' 1' JCKSON COUNTY RODS JCRD312: VEGETTED SWLE I:\Engineering\LIBRRY\COUNTY\STD_DWG\CURRENT\RD300-Drainage\JCRD312-VegetatedSwale.dwg NO SCLE