Digitally Signed 01/07/2016

Transcription

1 Digitally Signed 0/07/06 7

2 7 SHEET NO. TITLE SHEET INDEX OF SHEETS, GOVERNING SPECIFICTIONS & GENERL NOTES TYPICL SECTIONS OF IMPROVEMENT 4 SPECIL DETILS 5 MINTENNCE OF TRFFIC ND TEMPORRY EROSION CONTROL DETILS 6-7 QUNTITIES 8 SUMMRY OF QUNTITIES ND REVISIONS 9- PLN ND PROFILE - NORTHESTERN VENUE CURING DETILS CG- /9/07 DETILS OF DRIVEWYS & ISLNDS DR- /7/4 4 DETILS OF DROP INLETS ND JUNCTION OXES FPC-9 /6/0 DETILS OF DROP INLETS (TYPE C) FPC-9E 8//0 6 DETILS OF DROP INLETS (TYPE MO) FPC-9M 8//0 7 MILOX DETILS M- /8/04 8 CONCRETE PIPE CULVERT FILL HEIGHTS & EDDING PCC- /7/4 9 METL PIPE CULVERT FILL HEIGHTS & EDDING PCM- /7/4 0 PLSTIC PIPE CULVERT (HIGH DENSITY POLYETHELENE) PCP- /7/4 PLSTIC PIPE CULVERT (PVC F949) PCP- /7/4 PVEMENT MRKING DETILS PM- 9// STNDRD TRFFIC CONTROLS FOR HIGHWY CONSTRUCTION TC- 9// 4 STNDRD TRFFIC CONTROLS FOR HIGHWY CONSTRUCTION TC- 9// 5 STNDRD TRFFIC CONTROLS FOR HIGHWY CONSTRUCTION TC- 9// 6 TEMPORRY EROSION CONTROL DEVICES TEC- // 7 WHEELCHIR RMPS NEW CONSTRUCTION ND LTERTIONS WR- /0/05 GENERL NOTES: INDEX OF SHEETS. GRDE LINE DENOTES FINISHED GRDE WHERE SHOWN ON PLNS.. LL PIPE LINES, POWER, TELEPHONE, ND TELEGRPH LINES TO E MOVED OR LOWERED Y THE RESPECTIVE OWNERS S PER GREEMENT WITH SUCH OWNERS.. NY EQUIPMENT OR PPURTENNCE THT INTERFERES WITH THE PROPOSED CONSTRUCTION ND WHICH MY E THE PROPERTY OF UTILITY SERVICE ORGNIZTIONS SHLL E MOVED Y THE OWNERS UNLESS OTHERWISE PROVIDED. 4. THE CONTRCTOR SHLL E RESPONSILE FOR MINTINING U.S. MILOXES WITHIN THE PROJECT S IN SUCH MNNER THT THE PULIC MY RECEIVE CONTINUED MIL SERVICE. PYMENT WILL E CONSIDERED INCLUDED IN THE PRICE ID FOR THE VRIOUS ID ITEMS. 5. LL LND MONUMENTS LOCTED WITHIN THE CONSTRUCTION RE SHLL E PROTECTED IN CCORDNCE WITH SECTION 07. OF THE STNDRD SPECIFICTIONS. 6. LL TREES THT DO NOT DIRECTLY INTERFERE WITH THE PROPOSED CONSTRUCTION SHLL E SPRED S DIRECTED Y THE ENGINEER. CRE ND DISCRETION SHLL E USED TO INSURE THT LL TREES NOT TO E REMOVED SHLL E HRMED S LITTLE S POSSILE DURING THE CONSTRUCTION OPERTIONS. TITLE DRWING NO. DTE GOVERNING SPECIFICTIONS RKNSS STTE HIGHWY COMMISSION STNDRD SPECIFICTIONS FOR HIGHWY CONSTRUCTION, EDITION OF 04, ND THE FOLLOWING SPECIL PROVISIONS ND SUPPLEMENTL SPECIFICTIONS. NUMER TITLE ERRT ERRT FOR THE OOK OF STNDRD SPECIFICTIONS FHW-7 REQUIRED CONTRCT PROVISIONS FEDERL-ID CONSTRUCTION CONTRCTS FHW-7 SUPPLEMENT - EQUL EMPLOYMENT OPPORTUNITY - NOTICE TO CONTRCTORS FHW-7 SUPPLEMENT - SPECIFIC EQUL EMPLOYMENT OPPORTUNITY RESPONSIILITIES ( U.S.C. 40) FHW-7 SUPPLEMENT - EQUL EMPLOYMENT OPPORTUNITY - GOLS ND TIMETLES FHW-7 SUPPLEMENT - EQUL EMPLOYMENT OPPORTUNITY - FEDERL STNDRDS FHW-7 SUPPLEMENT - POSTERS ND NOTICES REQUIRED FOR FEDERL-ID PROJECTS FHW-7 SUPPLEMENT - WGE RTE DETERMINTION FHW-7 SUPPLEMENT - REVISIONS OF FHW-7 FOR OFF SYSTEM PROJECTS 00- CONTRCTOR'S LICENSE 08- LIQUIDTED DMGES 400- TCK COTS 40- CONSTRUCTION REQUIREMENTS ND CCEPTNCE OF SPHLT CONCRETE PLNT MIX COURSES 604- RETROFLECTIVE SHEETING FOR TRFFIC CONTROL DEVICES IN CONSTUCTION ZONES 606- PIPE CULVERTS FOR SIDE DRINS JO 064 IRPORT CLERNCE REQUIREMENTS JO 064 IDDING REQUIREMENTS ND CONDITIONS JO 064 RODND INTERNET SERVICE FOR SPHLT CONCRETE PLNT JO 064 CHNNEL POST SIGN SUPPORT JO 064 DOCUMENTTION OF PYMENTS MDE TO DISDVNTGED USINESS ENTERPRISES JO 064 EXTENSION FOR PIPE CULVERTS JO 064 PLSTIC PIPE JO 064 REMOVE ND REINSTLL SIGN JO 064 SHORING FOR CULVERTS JO 064 SUMISSION OF SPHLT CONCRETE HOT MIX CCEPTNCE TEST RESULTS JO 064 UTILITY DJUSTMENTS JO 064 WRM MIX SPHLT CONSTRUCTION NOTES. SIDEWLK SHLL E CONSTRUCTED ON PREPRED SUGRDE S PER HTD SPECIFICTIONS.. TRNSVERSE EXPNSION JOINTS SHLL E INSTLLED EVERY FORTY-FIVE FEET (45') S PER HTD STNDRD SPECIFICTIONS.. LL CORNERS SHLL E ROUNDED SO S NOT TO LEVE NY SQURE EDGES OR SHRP PROJECTIONS. 4. CONTRCTOR SHLL NOTIFY CITY ENGINEER OR DESIGNTED REPRESENTTIVE PRIOR TO ECH DY OF. 5. CONTRCTOR SHLL NOTIFY LL EXISTING UTILITY OWNERS EFORE EGINNING ON THIS PROJECT. 6. LL PRTS OF THIS INSTLLTION SHLL E IN CCORDNCE WITH THE RKNSS STTE HIGHWY ND TRNSPORTTION DEPRTMENT STNDRDS ND DETILS ND WITH THE MNUL ON UNIFORM TRFFIC CONTROL DEVICES, CURRENT EDITIONS. Digitally Signed 0/07/06

3 7 Digitally Signed 0/07/06

4 4 7 Digitally Signed 0/07/06

5 5 7 Digitally Signed 0/07/06

6 DVNCE WRNING SIGNS ND DEVICES REMOVL ND DISPOSL ITEMS 6 7 SIGN NUMER DESCRIPTION IN. ECH SQ. FT. ECH G0- ROD 48X W0- ROD HED 48X TRFFIC DRUMS 8 8 TOTLS: SIGN SIZE STGE TEMPORRY EROSION CONTROL STTION STTION LOCTION LIN. FT NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE. 4 *ENTIRE JO S DIRECTED Y ENGINEER SILT FENCE (E-) TOTL REQUIRED TRFFIC DRUMS SEDIMENT REMOVL ND DISPOSL CU. YD TOTLS: 98 5 *QUNTITIES ESTIMTED SEE SECTION 04.0 OF THE SPECS. STTION STTION LOCTION CONCRETE DRIVEWYS MILOXES LIN. FT. SQ. YD. ECH ECH NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE. NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE. 4 CUR PIPE CULVERTS CLERING ND GRUING TREES LOCTION NORTHESTERN VE. - RT. NORTHESTERN VE. - RT. NORTHESTERN VE. - RT. NORTHESTERN VE. - RT. STTION ECH Digitally Signed 0/07/06 TOTLS: TOTL: 4 REMOVE ND REINSTLL SIGN STTION LOCTION ECH NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE. TOTL: MILOXES MILOX SUPPORTS MILOXES STTION LOCTION (SINGLE) ECH ECH +45 NORTHESTERN VE. +77 NORTHESTERN VE. +75 NORTHESTERN VE. +9 NORTHESTERN VE. 6+7 NORTHESTERN VE. 6+8 NORTHESTERN VE. +5 NORTHESTERN VE. +8 NORTHESTERN VE. + NORTHESTERN VE NORTHESTERN VE. TOTLS: 0 0 NOTE: COORDINTE WITH THE CITY ON PLCEMENT OF MILOXES. LOCTION NORTHESTERN VE. ERTH TOTLS: NOTE: ERTH WILL E PID Y PLN QUNTITY. UNCLSSIFIED EXCVTION COMPCTED EMNKMENT CU. YD SODDING STTION STTION LOCTION SOLID SODDING WTER SQ. YD. M.GL NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE SE ND SURFCING TOTLS: SIS OF ESTIMTE: WTER =.6 GLS. PER SQ. YD PORTLND CEMENT CONCRETE SE ( U.T.) CHM SURFCE COURSE (/) (PG 64-) TCK COT STTION STTION LOCTION LENGTH VG. TOTL VG. WIDTH SQURE SQURE LS. PER SQURE 0.0 G/SY WIDTH TON WIDTH YRDS YRDS SQ. YD. YRDS FEET FEET FEET GL NORTHESTERN VE NORTHESTERN VE NORTHESTERN VE TOTLS: SIS OF ESTIMTE: CHM SURFCE COURSE (/) : 5.0% SPHLT INDER (PG 64-), 95.0% MINERL GGREGTE, N MX=

7 7 7 DRIVEWYS CONCRETE WLKS LOCTION NORTHESTERN VE. NORTHESTERN VE. NORTHESTERN VE. NORTHESTERN VE. NORTHESTERN VE. NORTHESTERN VE. NORTHESTERN VE. NORTHESTERN VE. NORTHESTERN VE. NORTHESTERN VE. NORTHESTERN VE. NORTHESTERN VE. NORTHESTERN VE. NORTHESTERN VE. NORTHESTERN VE. *MODIFIED CUR TYPE ('-0) LENGTH DRIVEWY WIDTH PORTLND CEMENT CONCRETE DRIVEWY STTION STTION LIN. FT. FEET SQ. YD STTION STTION LOCTION LENGTH FEET SQ. YD NORTHESTERN VE. - RT NORTHESTERN VE. - RT NORTHESTERN VE. - RT NORTHESTERN VE. - RT NORTHESTERN VE. - RT NORTHESTERN VE. - RT NORTHESTERN VE. - RT NORTHESTERN VE. - RT NORTHESTERN VE. - RT NORTHESTERN VE. - RT NORTHESTERN VE. - RT NORTHESTERN VE. - RT NORTHESTERN VE. - RT NORTHESTERN VE. - RT NORTHESTERN VE. - RT TOTL: 570. Digitally Signed 0/07/06 TOTLS: *NOTE: FOR INFORMTION ONLY STRUCTURES DROP 4' DROP JUNCTION YRD INLETS INLET OXES SIDE DRINS STTION LOCTION DESCRIPTION DRIN STNDRD DRWINGS EXTENSIONS (TYPE MO) (TYPE E) ECH IN. 8 IN NORTHESTERN VE. CONSTRUCT DROP INLET ON LT. WITH 4' EXTENSION FPC-9E, FPC-9M +67 NORTHESTERN VE. INSTLL YRD DRIN ON RT. WITH RT. SIDE DRIN TO EXISTING SIDE DRIN 4 FPC-9, PCC-, PCM-, PCP-, PCP- 4+6 NORTHESTERN VE. INSTLL YRD DRIN ON RT. WITH RT. SIDE DRIN TO YRD DRIN ON RT. 9 FPC-9, PCC-, PCM-, PCP-, PCP- +47 NORTHESTERN VE. INSTLL YRD DRIN ON RT. WITH RT. SIDE DRIN TO YRD DRIN ON RT. 8 FPC-9, PCC-, PCM-, PCP-, PCP- +97 NORTHESTERN VE. INSTLL YRD DRIN ON RT. WITH RT. SIDE DRIN TO YRD DRIN ON RT. 47 FPC-9, PCC-, PCM-, PCP-, PCP NORTHESTERN VE. INSTLL YRD DRIN ON RT. WITH RT. SIDE DRIN TO YRD DRIN ON RT. 58 FPC-9, PCC-, PCM-, PCP-, PCP- 7+ NORTHESTERN VE. INSTLL YRD DRIN ON RT. WITH RT. SIDE DRIN TO YRD DRIN ON RT. 5 FPC-9, PCC-, PCM-, PCP-, PCP- +86 NORTHESTERN VE. INSTLL YRD DRIN ON RT. WITH RT. SIDE DRIN TO YRD DRIN ON RT. FPC-9, PCC-, PCM-, PCP-, PCP- +04 NORTHESTERN VE. INSTLL YRD DRIN ON RT. WITH RT. SIDE DRIN TO YRD DRIN ON RT. 76 FPC-9, PCC-, PCM-, PCP-, PCP- +8 NORTHESTERN VE. INSTLL YRD DRIN ON RT. WITH RT. SIDE DRIN TO YRD DRIN ON RT. 9 FPC-9, PCC-, PCM-, PCP-, PCP NORTHESTERN VE. INSTLL YRD DRIN ON RT. WITH RT. SIDE DRIN TO YRD DRIN ON RT. 9 FPC-9, PCC-, PCM-, PCP-, PCP- 5+7 NORTHESTERN VE. INSTLL YRD DRIN ON RT. WITH RT. SIDE DRIN TO EXISTING SIDE DRIN 45 FPC-9, PCC-, PCM-, PCP-, PCP- 8+ NORTHESTERN VE. INSTLL YRD DRIN ON RT. WITH RT. SIDE DRIN TO EXISTING SIDE DRIN 04 FPC-9, PCC-, PCM-, PCP-, PCP- 8+7 NORTHESTERN VE. INSTLL YRD DRIN ON RT. WITH RT. SIDE DRIN TO YRD DRIN ON RT. 57 FPC-9, PCC-, PCM-, PCP-, PCP NORTHESTERN VE. CONSTRUCT JUNCTION OX ON RT. WITH RT. SIDE DRIN TO YRD DRIN ON RT. 4 FPC-9, PCC-, PCM-, PCP-, PCP- TOTLS: 05 4 WHEELCHIR RMPS PERMNENT PVEMENT MRKING CONCRETE COMINTION CUR ND GUTTER STTION LOCTION NORTHESTERN VE. - RT. NORTHESTERN VE. - RT. NORTHESTERN VE. - RT. NORTHESTERN VE. - RT. NORTHESTERN VE. - RT. NORTHESTERN VE. - RT. WHEELCHIR RMPS (TYPE ) SQ.YD LOCTION GRY FOX LNE RED FOX LNE FOXWOOD DRIVE FOXDELL CIRCLE TOTL: THERMOPLSTIC PVEMENT MRKING WHITE () LIN. FT STTION STTION LOCTION SIDE TYPE ('-0) L.F NORTHESTERN VE. RT NORTHESTERN VE. RT NORTHESTERN VE. RT. 6 TOTL: 968 TOTL: 8.8

8 8 7 SUMMRY OF QUNTITIES ITEM NUMER ITEM QUNTITY UNIT 0 CLERING ND GRUING TREES 4 ECH 0 REMOVL ND DISPOSL OF CUR 60 LIN. FT. 0 REMOVL ND DISPOSL OF CONCRETE DRIVEWYS 558 SQ. YD. 0 REMOVL ND DISPOSL OF MILOXES 0 ECH 0 REMOVL ND DISPOSL OF PIPE CULVERTS 9 ECH 0 UNCLSSIFIED EXCVTION 8 CU. YD. 0 COMPCTED EMNKMENT 575 CU. YD. 09 PORTLND CEMENT CONCRETE SE ( UNIFORM THICKNESS) 0 SQ. YD. 40 TCK COT GL. SP, SS & 407 MINERL GGREGTE IN CHM SURFCE COURSE (/) TON SP, SS & 407 SPHLT INDER (PG 64-) IN CHM SURFCE COURSE (/) TON 505 PORTLND CEMENT CONCRETE DRIVEWY SQ. YD. 60 MOILIZTION.00 L.S. 60 MINTENNCE OF TRFFIC.00 L.S. SS & 604 SIGNS 68 SQ. FT. SS & 604 TRFFIC DRUMS 8 ECH SP, SS & 606 SIDE DRIN 05 LIN. FT. SP, SS & SIDE DRIN 4 LIN. FT. 609 DROP INLETS (TYPE MO) ECH 609 JUNCTION OXES (TYPE E) ECH 609 DROP INLET EXTENSIONS (4') ECH 609 YRD DRINS ECH 60 WTER. M.G. 6 SILT FENCE 98 LIN. FT. 6 SEDIMENT REMOVL ND DISPOSL 5 CU. YD. 64 SOLID SODDING 977 SQ. YD. 6 CONCRETE WLKS 570 SQ. YD. 64 CONCRETE COMINTION CUR ND GUTTER (TYPE ) ('0) 968 LIN. FT. 67 MILOXES 0 ECH 67 MILOX SUPPORTS (SINGLE) 0 ECH 64 WHEELCHIR RMPS (TYPE ) 9 SQ. YD. 79 THERMOPLSTIC PVEMENT MRKING WHITE () 0 LIN. FT. SP REMOVE ND REINSTLL SIGN ECH Digitally Signed 0/07/06 DTE REVISIONS REVISION SHEET NUMER

9 COORDINTES POINT NORTHING ESTING ELEVTION DESCRIPTION LUMINUM MONUMENT LUMINUM MONUMENT GPS MONUMENT GPS MONUMENT TM TM /8 RER /8 RER COORDINTES RE RKNSS STTE PLNE (NORTH ZONE), ND 8 VERTICL DTUM: NVD88 SIDEWLK SELINE POINTS POINT TYPE STTION NORTHING ESTING PO PI PI PI PI PI PI PI PI PI PI PI PI Digitally Signed 0/07/06

10 COORDINTES POINT NORTHING ESTING ELEVTION DESCRIPTION LUMINUM MONUMENT LUMINUM MONUMENT GPS MONUMENT GPS MONUMENT TM TM /8 RER /8 RER COORDINTES RE RKNSS STTE PLNE (NORTH ZONE), ND 8 VERTICL DTUM: NVD88 SIDEWLK SELINE POINTS POINT TYPE STTION NORTHING ESTING PI PI PI PI PI PI PI PI PI PI Digitally Signed 0/07/06

11 COORDINTES POINT NORTHING ESTING ELEVTION DESCRIPTION LUMINUM MONUMENT LUMINUM MONUMENT GPS MONUMENT GPS MONUMENT TM TM /8 RER /8 RER COORDINTES RE RKNSS STTE PLNE (NORTH ZONE), ND 8 VERTICL DTUM: NVD88 SIDEWLK SELINE POINTS POINT TYPE STTION NORTHING ESTING PI PI PI PI PI PI PI PI PI PI PI PI PI PI POE Digitally Signed 0/07/06

12 R R 7 9 FCE OF CUR R R VRILE 9 FCE OF CUR R R R VRILE FCE OF CUR 7 SME S TYPE VRILE SURFCING SMLL FILLET PERMISSILE VRILE R 9 R FCE OF CUR VRILE SURFCING VRILE R FCE OF CUR R VRILE R FCE OF CUR VRILE SURFCING VRILE VRILE ( - ) SPECIFY ON PLNS VRILE ( - ) SPECIFY ON PLNS VRILE ( - ) SPECIFY ON PLNS VRILE ( - ) SPECIFY ON PLNS VRILE ( -0 ) SPECIFY ON PLNS VRILE ( -0 ) SPECIFY ON PLNS TYPE TYPE - TYPE C TYPE - TYPE E- TYPE E- RODWY SLOPE CONCRETE COMINTION CUR ND GUTTER -% R R FCE OF CUR INTEGRL CUR R R 9 R FCE OF CUR INTEGRL CUR FCE OF CUR SME S TYPE INTEGRL CUR VRILE SURFCING DETIL OF GUTTER SLOPE GUTTER SHLL E CONSTRUCTED ON % SLOPE WY FROM RODWY, REGRDLESS OF RODWY SLOPE. OF INTEGRL CUR 7 9 OF P. C. CONC. PVEMENT OF INTEGRL CUR OF P. C. CONC. PVEMENT OF INTEGRL CUR 7 VRILE OF P. C. CONC. PVEMENT PIN DI. PIN DI. CUR HEIGHT VR. CONST. JOINT TYPE TYPE TYPE C #4 RS PV T THICK. VRILE INTEGRL CUR LONGITUDINL SECTION ELEVTION R R. 7 FCE OF CUR R. SURFCE FCE OF CUR 9 / R. R. SURFCE / R. FCE OF CUR SURFCE R FCE OF CUR SURFCE LTERNTE CONSTRUCTION METHOD FOR INTEGRL CUR REVISED GUTTER SLOPE & MODIFIED CUR DETILS DDED DETILS OF TYPE E CURS -6-0 REVISED CONCRETE CUR TYPE REVISED MODIFIED CUR * 0 ON HIGH SIDE OF DDED NOTE TO SPECIL MODIFIED CUR SUPERELEVTION CORRECTED GUTTER SLOPE DDED DETILS OF GUTTER SLOPE 0--9 * R DDED DETILS OF MODIFIED CUR VRILE DEPTH TYPE & REVISED MODIFIED CUR DTE REVISED MODIFIED CUR REVISED ND REDRWN REVISION DTE FILMED RKNSS STTE HIGHWY COMMISSION 9 TYPE TYPE TYPE D 7 CONCRETE CUR TYPE E NOTE: USE MODIFIED CUR S SPECIFIED ON DR-. COMPENSTION FOR MODIFIED CUR WILL E CONSIDERED INCLUDED IN THE PRICE ID FOR THE TYPE OF CUR OR CUR ND GUTTER SPECIFIED. DETILS OF MODIFIED CUR CURING DETILS STNDRD DRWING CG-

13 DRIVEWY WIDTH W - 40 MX. TYPE SURFCE S SHOWN IN THE PLNS VR. WIDTH CONCRETE ISLND ( -0 ) CHMFER (WHEN SHOWN ON THE PLNS) R= ON ISLND VR. WIDTH CONCRETE WLK : MX. (WHEN SHOWN ON THE PLNS) SLOPE PRON DEPTH D CONSTRUCTION & PY (6-0 MINIMUM) S FOR P.C.C. DRIVE VR. WIDTH GRSS ERM (WHEN SHOWN ON THE PLNS) SLOPE.0% MX.* -0 CONCRETE ISLND EHIND ERM (T ISLND LOCTIONS) INSIDE EDGE OF VEHICLE PTH GRSS ERM OR CONCRETE WLK EXTENSION CONCRETE CONCRETE DRIVEWY SPHLT GGREGTE EXTENSION TYPICL SECTIONS : CONCRETE - P.C. CONCRETE DRIVEWY : SPHLT - CHM SURFCE COURSE (/) CHM INDER COURSE.() OR CHM SE COURSE (-/) : SPHLT - CHM SURFCE COURSE (/) 7 GGREGTE SE COURSE 4: GGREGTE - GGREGTE SE COURSE VR. WIDTH CONCRETE WLK (WHEN SHOWN ON THE PLNS) VR. WIDTH GRSS ERM (WHEN SHOWN ON PLNS) MODIFIED CUR WIDTH (W+8 ) SLOPE ** TRNSITION FROM 0 TO TYPE D CUR FCE ON THE FRONT SIDE OF THE CONCRETE ISLND IN THIS LENGTH ** :MX. SLOPE.0% MX.* PLN VIEW CURHEIGHTONCKSIDEOFISLND PRON DEPTH D (6-0MINIMUM) 8-0 DRIVEWY WIDTH W ETWEEN DJCENT DRWYS MX. 8-0 ISLND CUT SECTION FILL SECTION THE TYPE OF EXTENSION SHLL E S SHOWN IN THE PLNS. THE CONTRCTOR MY, WITH THE PPROVL OF THE ENGINEER, SUSTITUTE LOWER NUMERED TYPE OF EXTENSION IN LIEU OF THE TYPE SPECIFIED IN THE PLNS, UT T NO DDITIONL COST TO THE DEPRTMENT. DRIVEWY EXTENSION DETILS -0 SLOPE.0% MX.* 8 ROUNDING MODIFIED CUR DRIVEWY VERTICL LIGNMENT DETILS * NOTE: DRIVEWYS MY NOT E SLOPED WY FROM THE RODWY UNLESS PPROVED Y THE ENGINEER. MODIFIED CUR WIDTH (W+8 ) 8-0 DRIVEWY EXTENSION VR. WIDTH PCC DRIVE ( UNIFORM THICKNESS) SLOPE.0% MX.* TYPE CUR FCE (TYPICL LL SIDES) ISOMETRIC VIEW VR. WIDTH CONCRETE ISLND NOR. UNIFORM THICKNESS FINL LIFT OF CHM SURFCE COURSE ULTIMTE PVEMENT SECTION (LESS FINL LIFT OF CHM SURFCE COURSE) VR. WIDTH CONCRETE ISLND 8 NOR. UNIFORM THICKNESS REFER TO PLNS FOR TYPE OF CUR FCE TO E USED. NO DIRECT PYMENT WILL E MDE FOR THE CUR FCES SHOWN ON THE ISLND DETILS. PYMENT FOR THE CUR FCE WILL E INCLUDED IN THE UNIT PRICE ID FOR THE ITEM CONCRETE ISLND. VR. WIDTH CONCRETE ISLND ( UNIF. THICK.) USE TYPE D CUR FCE ON LL SIDES OF CONC. ISLND EXPNSION JOINT SECTION - VR. WIDTH VR. WIDTH CONC. WLK GRSS ERM ( U.T.) (WHEN SHOWN ON PLNS) SLOPE.0% MX. EXPNSION JOINT SECTION - MODIFIED CUR TYPE C.C.C.&G. TYPE C CUR FCE (TYPICL LL SIDES) CURED ISLND EHIND WLK ULTIMTE PVEMENT SECTION (LESS FINL LIFT OF CHM SURFCE COURSE) CURED ISLNDS FOR CHNNELIZTION -7-4 REVISED PLN & ISOMETRIC VIEW DDED CHNNELIZTION ISLND WITH TYPE C CUR FCE & REVISED DRIVEWY SLOPE NOTE & VERTICL LIGNMENT DETIL REV. PRON SLOPE & DEPTH OF GG. SE DDED ISLND DETILS & NOTES REV. MOD. CUR WIDTH & TRNS. NOTE REVISED NOTES REDRWN ND REISSUED DTE REV DTE FILMED DESCRIPTION RKNSS STTE HIGHWY COMMISSION DETILS OF DRIVEWYS & ISLNDS STNDRD DRWING DR-

14 C SPN C -0-0 SPN OF OX DROP INLET OPENING H (SEE PLNS) 8 GRTE NOTE: REINF. RS TO E #4 RS ON CTRS. WITH COVER. THIS TYPE DROP INLET TO E USED WHERE NOT SUJECTED TO TRFFIC. 0 8 FCE OF INSIDE WLL SECTION SPN OF OX SECTION - PLN TOP OF DROP INLET PLN PIPE THICKNESS PLUS SEE PLNS -0 SECTION - DROP INLET (TYPE E) SEE PLNS -0 SECTION - PPROX. WEIGHT = LS. (CST IRON) PLN NOTE: THIS DETIL IS TYPICL. OTHERS MY E USED WITH PRIOR PPROVL OF THE ENGINEER. DETIL OF STEP FOR DROP INLET C -0 C C -0 C DIMOND TRED HEVY DUTY RING & COVER HEVY DUTY RING & COVER NOTE: REINF. RS TO E #4 RS ON CTRS. WITH COVER. THIS TYPE JUNCTION OX TO E USED WHERE NOT SUJECTED TO TRFFIC H -0 8 COVER FCE 0 H SEE PLNS C SECTION - ON EXISTING R.C. OX CULVERT SPN OF OX SECTION - METHOD OF CONSTRUCTING DROP INLET d RS f RS SPN SPN OF OX SECTION - a RS C C -0 SECTION - d RS C H f RS TOP OF DROP INLET -0 a RS ENT UP C SPN OF OX SECTION - NOTE: C DIMENSIONS ND REINFORCING R SIZES, SHLL CONFORM TO THOSE SHOWN ON STNDRD DRWING FOR DROP INLET. d RS f RS METHOD OF CONSTRUCTING DROP INLET ON NEW R.C. OX CULVERT C d RS CENTER a RS OF INLET & ENT UP d RS -0 VR. HEVY DUTY RING & COVER 8 COVER SECTION 8 SECTION - VR PPROXIMTE MINIMUM WTERWY OPENING = 60 SQ. IN. GRTE FOR TYPE E DROP INLET 5 PPROXIMTE TOTL WEIGHT = LS. SECTION - RING SECTION PLN -6-0 DDED NOTE DDED DIMENSION TO TYPE IV- 8 DDED DETIL OF YRD DRIN DELETE TYPE IV GRTE REVISED STEP DETIL REVISED DETILS OF GRTES (TYPE IV & IV-) DDED GENERL NOTE NO. 4 DDED TYPE IV- GRTE DELETED INLET (TYPE F) & GRTE (TYPE III) REVISED ND REDRWN - (SQURE OR ROUND CONCRETE COLLR) --00 REVISED HEVY DUTY RING & COVER 8 RISER ND TEE STU OR DOULE TEE STU WHERE REQUIRED NOTE: CONCRETE COLLR TO E CST IN PLCE. PIPE CULVERTS TO E MESURED ND PID FOR S SIDE DRIN. PIPE THICK. PLUS SEE PLNS -0 SECTION CHNGED GRTE DETIL, DELETED DI (TYPE D), REPLCED RING & COVER W/HEVY DUTY RING & COVER, DDED JUNCTION OX (TYPE E) DTE REV. REVISION DTE FILMED -0 JUNCTION OX (TYPE E) DETIL OF YRD DRIN USE NEENH R-590-C OR EQUIVLENT ICYCLE SFE FRME ND GRTE SEE PLNS -0 SECTION - GENERL NOTES:. LL EXPOSED CORNERS SHLL E CHMFERED.. STEPS SHLL E INSTLLED ON CENTERS ON LL INLETS 4-0 HIGH OR OVER, OR S PPROVED Y THE ENGINEER.. EXPNSION JOINT MTERIL SHLL E PREFORMED FIER. 4. GRTE OR GRTE ND FRME SHLL E CONSTRUCTED OF CST IRON ND SHLL CONFORM TO THE REQUIREMENTS OF THE STNDRD SPECIFICTIONS FOR GRY IRON CSTINGS SHTO M 05 CLSS 5. GRTE MY E USED WITHOUT FRME. 5. GRTE ND FRME SHLL NOT E PINTED. 6. GRTE SHLL E ICYCLE SFE. 7. HEVY DUTY RING SHLL LWYS E INSTLLED WITH FLNGE ON TOP. 8. HEVY DUTY RING ND COVER SHLL E CONSTRUCTED OF CST IRON ND SHLL CONFORM TO THE REQUIREMENTS OF THE STNDRD SPECIFICTIONS FOR GRY IRON CSTINGS SHTO M05 CLSS 5 & SHTO M HEVY DUTY RING ND COVER SHLL NOT E PINTED. 0. DIMENSIONS SHOWN FOR RING ND COVER RE TYPICL. THE CONTRCTOR MY SUSTITUTE SIMILR CSTINGS WITH THE PPROVL OF THE ENGINEER. REQUESTING PPROVL FOR CSTING DESIGNS MY E MDE Y REFERRING TO PREVIOUSLY PPROVED DRWINGS. RKNSS STTE HIGHWY COMMISSION DETILS OF DROP INLETS & JUNCTION OXES STNDRD DRWING FPC-9

15 NOTE: WHEN N INLET IS PLCED DJCENT TO CONCRETE PVEMENT, THE GUTTER DEPRESSION SHLL E FORMED IN CONCRETE PVEMENT. SIDEWLK g RS CTRS. TRNSITION FOR GUTTER DEPRESSION - UPSTREM -0 PER DEPRESSION PY OF CUR & CUR TOP CUR EXPNSION JOINT GUTTER (SEE NOTE #9) SIDEWLK EXTENSION - OR 7 - PLN SIDEWLK -0 j RS CTRS. b RS 0 CTRS. SIDEWLK - 7 C&G MTCH PY OF CUR & GUTTER IF NO EXTENSION USED (SEE NOTE #9) b RS CTRS. m RS CONFORMS TO DJCENT CUR 4-0 HEVY DUTY RING & COVER d RS CTRS. d RS d RS CTRS. b RS CTRS. DROP INLET SIDEWLK m RS EXPNSION JOINT b RS 0 CTRS. SIDEWLK SIDEWLK TRNSITION FOR GUTTER DEPRESSION - DOWNSTREM -0 PER DEPRESSION CUR j RS CTRS. PY OF CUR & GUTTER (SEE NOTE #9) CONFORMS TO DJCENT CUR PIPE SIZE INCHES CU. YDS. POUNDS LENGTH DROP INLET DROP INLET EXTENSION WIDTH CLSS CONC. CU. YDS. 4 8 HEIGHT TOP CUR REINF. STEEL POUNDS e 4 - j - PLUS OR MINUS PER LIN. FT. OF HEIGHT CLSS CONC. CU. YDS NOTE: QUNTITIES RE PPROXIMTE ND RE SHOWN FOR IDDER INFORMTION ONLY. DEDUCT FROM QUNTITY COMPUTED FOR ECH PIPE ENTERING INLET INSIDE DI. PIPE SIDEWLK CLSS CONC. REINF. STEEL 0 0 VR. REINF. STEEL POUNDS R DIGRM g -7-9 VR. CLSS CONC. CU. YDS REINF. STEEL POUNDS CLSS CONC. CU. YDS DEDUCT FROM QUNTITY COMPUTED FOR ECH EXTENSION DDED. CK OF D.I., SIDEWLK, CONC. ISLND OR SLOPE REK-WHICHEVER IS GRETER m RS CK WLL OF D.I. DIMOND TRED d RS -0 b RS REINF. STEEL POUNDS 7 SLOPE S NEEDED TO MTCH EXIST. F.L. EXIST. F.L. COMPCTED ERTH CK OPENING NORML GUTTER LINE DEPRESSED GUTTER LINE NORML GUTTER LINE DEPRESSED GUTTER LINE WHEN OPENING IN CK IS CLLED FOR ON PLNS EXT OPENING S SHOWN IN DETIL. PYMENT TO E INCLUDED IN PRICE ID FOR DROP INLET (TYPE C). OTTOM CUR - DI. CONCRETE COLUMNS 4-0 INTERVLS LONG INLET TO SUPPORT TOP -5 MTCH LINE c RS 0 CTRS. OTTOM CUR a RS 0 CTRS. COVER FCE COVER SECTION 0 PPROXIMTE TOTL WEIGHT = LS. DROP INLET DETIL OF SIDEWLKS J RS THIS PORTION OF INLET WLL OMITTED WHEN UILT WITH EXTENSIONS. d RS 0 O.C. DI. COLUMN -0 a RS - 0 CTRS. 7 SIDEWLK b RS 0 O.C. SIDEWLK J R - b RS CTRS. -9 d RS CTRS. e RS SECTION - 0 O.C. d RS 0 O.C. STEPS O.C. 7 - SIDEWLK d RS VRILE SIDEWLK 0-0 MX 8 EXTENSION c RS 0 O.C. PLUS PIPE THICKNESS CONFORMS TO DJCENT CUR - - NOTE: LEVE OPENING IN CK 4 EXTENSION WHEN CLLED FOR ON PLNS REFER TO CK OPENING DETIL NOTE: PIPES MY ENTER OX FROM NY NGLE OR ELEVTION S MY E PPROVED Y THE ENGINEER. REINFORCING RS SHLL E CUT TO CLER PIPE Y. d RS 0 CTRS. -5 MTCH LINE 0 8 PLN ELEVTION FCE OF INSIDE WLL 0 SECTION - d RS 0 CTRS. DROP INLET PIPE THICKNESS PLUS DETIL OF STEP FOR DROP INLET DELETE TYPE IV GRTE e RS REVISED STEP DETIL c RS 0 CTRS. b RS 0 CTRS. REVISED DETILS OF GRTES (TYPE IV & IV-) DDED GENERL NOTE NO. 4 e RS -0 SIDEWLK PPROX. WEIGHT = LS. (CST IRON) --8 DDED TYPE IV- GRTE NOTE: THIS DETIL IS TYPICL. OTHERS MY E USED WITH PRIOR PPROVL DELETED INLET (TYPE F) & GRTE (TYPE III) OF THE ENGINEER REVISED ND REDRWN DTE REV. REVISION DTE FILMED l RS CTRS. SECTION CORRECTED SPELLING REVISED CK OPENING & NOTE 7 DDED DETIL OF SIDEWLKS DI. COLUMN g RS CTRS. J R DDED NOTE 8 & REVISED (4 )(8 ) EXTENSION TITLES 8--0 DDED PY CUR NOTES TO SECTIONS - & DDED NOTE ; REVISED SECTION REPLCED RING & COVER W/HEVY DUTY RING & COVER DDED NOTES 9,0,& VR. e RS CORRECTED DIMENSION ON SECTION - & REVISED RING & COVER 5 RING SECTION HEVY DUTY RING & COVER GENERL NOTES:. LL EXPOSED CORNERS TO HVE CHMFER.. STEPS SHLL E INSTLLED IN LL INLETS 4-0 HIGH ND OVER OF S PPROVED Y THE ENGINEER.. LL REINF. RS SHLL E #4 ND HVE COVER. 4. DROP INLETS ND EXTENSION ON CURVED SECTIONS SHLL CONFORM TO THE CURVTURE OF THE CUR. 5. THIS DROP INLET MY E CONSTRUCTED ON NEW OR EXISTING R.C. OX CULVERT S SHOWN ON F.P.C WHEN PLNS CLL FOR DROP INLET OVER 0-0 HIGH, FLOOR ND WLLS SHLL E CONSTRUCTED S SHOWN FOR TYPE RM DROP INLET (F.P.C.-9D). 7. HEVY DUTY RING SHLL LWYS E INSTLLED WITH FLNGE ON TOP. 8. DURING CONSTRUCTION OF THE RODWY THE CONTRCTOR SHLL MINTIN DRINGE INTO OR ROUND THE DROP INLET S PPROVED Y THE ENGINEER. 9. PYMENT FOR CUR ND/OR CUR ND GUTTER WITHIN THE S OF DROP INLETS ND DROP INLET EXTENSIONS SHLL E CONSIDERED INCLUDED IN PYMENT MDE FOR DROP INLETS ND/OR DROP INLET EXTENSIONS. 0. HEVY DUTY RING ND COVER SHLL E CONSTRUCTED OF CST IRON ND SHLL CONFORM TO THE REQUIREMENTS OF THE STNDRD SPECIFICTIONS FOR GRY IRON CSTINGS SHTO M05 CLSS 5 & SHTO M06.. HEVY DUTY RING ND COVER SHLL NOT E PINTED x NOTCH SHLL E FORMED IN LL DROP INLETS TO SUPPORT SIDEWLK CONSTRUCTION. REFER TO DETIL OF SIDEWLKS.. DIMENSIONS SHOWN FOR RING ND COVER RE TYPICL. THE CONTRCTOR MY SUSTITUTE SIMILR CSTINGS WITH THE PPROVL OF THE ENGINEER. REQUESTING PPROVL FOR CSTING DESIGNS MY E MDE Y REFERRING TO PREVIOUSLY PPROVED DRWINGS. RKNSS STTE HIGHWY COMMISSION DETILS OF DROP INLETS (TYPE C) STNDRD DRWING FPC-9E

16 DTE FIELD OPENING IN CK WHEN CLLED FOR ON PLNS DIMOND TRED SLOPE TO MTCH SIDEWLK OR SHLDR. NOTCH FOR 6 SIDEWLK SIDEWLK SIDEWLK 8 CONS T. JOINT #6 RS COVER FCE SIDEWLK HEVY DUTY RING & COVER 0 - DEPRESSED GUTTER SIDEWLK EXP. JOINT - CUR & GUTTER C PY OF CUR & GUTTER (SEE NOTE #8) TRNS. RS CTRS. CK OF GUTTER EXTENSION DI. COLUMN (VR. S SPECIFIED) EXP. JOINT (IF NO EXTENSION USED) PLN - W/SINGLE EXTENSION PY OF CUR NOTE: FOR DOULE EXTENSION USE SINGLE ON OTH SIDES. & GUTTER IF NO EXTENSION USED (SEE NOTE #8) SIDEWLK SIDEWLK LONG RS 7 CTRS. C SIDEWLK EXP. JOINT PY OF CUR & GUTTER (SEE NOTE #8) TOP OF CUR COVER SECTION 5 RING SECTION PPROXIMTE TOTL WEIGHT = LS. HEVY DUTY RING & COVER. HEVY DUTY RING ND COVER SHLL E CONSTRUCTED OF CST IRON ND SHLL CONFORM TO THE REQUIREMENTS OF THE STNDRD SPECIFICTIONS FOR GRY IRON CSTINGS SHTO M05 CLSS 5 & SHTO M06.. HEVY DUTY RING ND COVER SHLL NOT E PINTED.. HEVY DUTY RING SHLL LWYS E INSTLLED WITH FLNGE ON TOP. SIDEWLK DROP INLET DETIL OF SIDEWLKS 0 8 PPROX. WEIGHT = LS. (CST IRON) PLN FCE OF INSIDE WLL SECTION - NOTE: THIS DETIL IS TYPICL. OTHERS MY E USED WITH PRIOR PPROVL OF THE ENGINEER. DETIL OF STEP FOR DROP INLET 0 SECTION - CK OF D.I., SIDEWLK, CONC. ISLND, OR SLOPE -0 REK-WHICHEVER IS NORML GRETER SLOPE S NEEDED TO MTCH EXIST. F.L. #5 0 CTRS. #6 7 CTRS. EXIST. F.L. CK WLL OF D.I. COMPCTED ERTH CK OPENING WHEN OPENING IN CK IS CLLED FOR ON PLNS EXT OPENING S SHOWN IN DETIL. PYMENT TO E INCLUDED IN PRICE ID FOR DROP INLET (TYPE MO). GENERL NOTES:. LL EXPOSED CORNERS TO HVE CHMFER.. STEPS SHLL E INSTLLED IN LL INLETS 4-0 HIGH ND OVER OR S DIRECTED Y THE ENGINEER.. LL REINFORCING RS SHLL E GRDE 60 ND HVE NORM. GUTTER LINE COVER. 4. DROP INLETS ND EXTENSION ON CURVED SECTIONS SHLL CONFORM TO THE CURVTURE OF THE CUR. -0 UPSTREM DEPRESSED GUTTER LINE T CUR FCE DI. COLUMN FRONT ELEVTION -0 DOWNSTREM SUGRDE OR CUR OTTOM - 7 min. SIDEWLK SLOPE TO MTCH SIDEWLK OR SHLDR. C L MNHOLE SIDEWLK MX. 5. DI. COLUMNS SPCED T MX. 4-0 INTERVLS SHLL E INSTLLED LONG INLET ND EXTENSION TO SUPPORT TOP. 6. SE ND INLET WLLS SHLL E CST MONOLITHICLLY. 7. THE THROT SHLL E CST INTEGRLLY WITH THE GUTTER. 8. PYMENT FOR CUR ND/OR CUR ND GUTTER WITHIN THE S OF DROP INLETS ND DROP INLET EXTENSIONS SHLL E CONSIDERED INCLUDED IN PYMENT MDE FOR DROP INLETS ND/OR DROP INLET EXTENSIONS. 9. PIPES MY ENTER DROP INLET FROM NY NGLE OR ELEVTION S MY E PPROVED Y THE ENGINEER. 0. PPROPRITE SIZE TYPE C DROP INLETS MY E SUSTITUTED FOR TYPE MO DROP INLETS S PPROVED Y THE ENGINEER. PYMENT TO E S DROP INLET (TYPE MO).. DURING CONSTRUCTION OF THE RODWY THE CONTRCTOR ELIMINTE THIS PORTION OF SHLL MINTIN DRINGE INTO OR ROUND THE DROP INLET SIDEWLK CONS T. JOINT SIDEWLK OMIT THIS PRT OF CK WLL WHEN CK OPENING IS CLLED FOR VR. 8 NOR. CONS T. JOINT -0 DEPRESSED GUTTER WLL WHEN UILT WITH EXTENSION STEPS CTRS. HEIGHT (H) VRILE S PPROVED Y THE ENGINEER.. x NOTCH SHLL E FORMED IN LL DROP INLETS TO SUPPORT SIDEWLK CONSTRUCTION. REFER TO DETIL OF NOTCH FOR SIDEWLKS.. DIMENSIONS SHOWN FOR RING ND COVER RE TYPICL. THE CONTRCTOR MY SUSTITUTE SIMILR CSTINGS WITH THE PPROVL OF THE ENGINEER. REQUESTING PPROVL FOR CSTING DESIGNS MY E MDE Y REFERRING TO PREVIOUSLY PPROVED DRWINGS. LEVE OPENING IN CK WHEN CLLED FOR ON PLNS REFER TO CK OPENING DETIL CONS T. JOINT HEIGHT (H) VRILE MX. DI. OF D.I. 4 I.D. MINIMUM WLL THICKNESS DI. OF OUTLET PIPE CST IN PLCE PRECST THRU I.D. 0 THRU 8 PIPE 6 I.D. 48 THRU THICKNESS PLUS SECTION DDED PY CUR NOTES TO SECTIONS - & DDED NOTE --00 REVISED HEVY DUTY RING & COVER SECTION C-C PIPE THICKNESS PLUS DDED NOTCH DETIL FOR SIDEWLKS REP. NOTE 8, REM. PLN DET., REV. PICTURE FOR NEW RING & COVER, DDED HEVY DUTY RING & COVER ND DETIL OF STEP FOR DROP INLET DDED NOTE ; DJ. OPENING DIMENSION CORRECTED #6 R SPCING CORRECTED DIMETER OF D.I. IN OX --95 TYPE C TO MO (OPEN. CK DETIL) --94 REVISED GENERL NOTES 4--9 REV. CK OPEN. DETIL & NOTE 8--9 REVISED NOTES, & DDED K.OPEN DETIL DDED NOTE NO DDED NOTE & MINUMUM WLL THICKNESS DDED EXT NOTE TO SECTION MODIFIED WLL THICKNESS ISSUED DTE REVISIONS FILMED RKNSS STTE HIGHWY COMMISSION DETILS OF DROP INLET (TYPE MO) STNDRD DRWING FPC-9M

17 7 X 4-SLOTS / 6 #8- x SLOTTED RD. HD. OLT (STOVE OLT) -WSHERS,-LOCKWSHER, -NUT -6 x 4-/ HEX OLT -WSHERS,-LOCKWSHER, -NUT MILOX -6 x HEX OLT -WSHERS, -LOCKWSHER, -NUT PLTFORM RCKET DI. 8-HOLES X 4-SLOTS x OR DI. WOODEN POST OR O.D. STEEL PIPE X 6-SLOTS SHELF SINGLE INSTLLTION 7 PLTFORM MILOX GENERL NOTES. MILOX POSTS MY E WOOD OR METL. WOOD POSTS SHLL E PRESSURE TRETED FOR GROUND CONTCT IN CCORDNCE WITH SECTION 67.0 OF THE STNDRD SPECIFICTIONS. 7 DI. 4-HOLES RCKET. NTI-TWIST PLTES SHLL E USED ONLY ON METL POSTS.. MILOX SHELF, RCKET & PLTFORM SHLL E GLVNIZED OR PINTED STEEL, HOWEVER TRETED WOOD MY E USED WITH WOODEN POSTS. THE WOODEN SHELF, RCKET & PLTFORM SHLL E MINIMUM OF THICK ND SHLL E SSEMLED WITH OLTS OF THE PPROPRITE LENGTH WITH SIX 8 X FLTHED WOOD SCREWS USED TO TTCH THE MILOX TO THE PLTFORM. 4. THE MILOX SHELF ND PLTFORM THT IS SHOWN IS FOR STNDRD SIZE MILOXES. THE SHELF ND PLTFORM SIZE SHLL E MODIFIED TO FIT MILOXES OF DIFFERENT SIZE. 5. METL PIPE FOR MILOX SUPPORT SHLL E OUTSIDE DIMETER STEEL WITH WLL THICKNESS OF 0.45 ND WEIGHT OF.7 LS PER FT. OUTSIDE DIMETER ND WEIGHT SHLL HVE TOLERNCE OF +/- 5% CCORDING TO SHTO M MILOX SUPPORT SYSTEM DIFFERING FROM THOSE SHOWN MY E USED, PROVIDED THEY RE ON THE HTD QULIFIED PRODUCTS LIST FOR MILOX SUPPORTS. RCKET x OR DI. WOODEN POST OR O.D. STEEL PIPE PLTFORM -6 x HEX OLT -WSHERS,-LOCKWSHER, -NUT NTI-TWIST DEVICE NEEDED WITH PIPE SUPPORTS NOMINL MUFFLER CLMP SHELF 7 / 4 / * - * IF REQUESTED Y THE LOCL POSTMSTER, HEIGHT MY VRY S DIRECTED Y THE ENGINEER. DOULE INSTLLTION DI. 4-HOLES GROUND LINE NTI-TWIST PLTE 0 NOMINL MUFFLER CLMP LENGTH TO FIT -0 NOMINL WT. PIPE REVISED NOTES REVISED NOTE REVISED NOTE CORRECTED SHTO 0--9 CORRECTED SPELLING RKNSS STTE HIGHWY COMMISSION NEW PHONE NUMER CLMP SPCER SPCING FOR MULTIPLE POST INSTLLTION 8--9 DDED NOTE DJUSTED HEIGHT & DDED NOTE DELETED SLOTS FROM SHELF & PLTF DJUSTED DIMENSIONS OF STEEL POSTS ISSUED DTE FILMED REVISION MILOX DETILS STNDRD DRWING M-

18 CONSTRUCTION SEQUENCE 8 SPN EQUIV. DI. SHTO HTD M 06 NOMINL INCHES REINFORCED CONCRETE RCH PIPE DIMENSIONS SHTO M 06 INCHES RISE HTD NOMINL REINFORCED CONCRETE HORIZONTL ELLIPTICL PIPE DIMENSIONS EQUIV. DI. INCHES SHTO M 07 SPN INCHES RISE. PLCE STRUCTURL EDDING MTERIL TO GRDE. DO NOT COMPCT.. INSTLL PIPE TO GRDE.. COMPCT STRUCTURL EDDING OUTSIDE THE MIDDLE THIRD OF THE PIPE. 4. PLCE ND COMPCT THE HUNCH RE UP TO THE MIDDLE OF THE PIPE. 5. COMPLETE CKFILL CCORDING TO SUSECTION (f)(). NOTE: HUNCH ND STRUCTURL EDDING MTERIL WILL NOT E PID FOR SEPRTELY, UT COMPENSTION WILL E CONSIDERED TO E INCLUDED IN THE PRICE ID PER LINER FOOT OF CONCRETE PIPE. TRENCH SECTION EXCVTION LINE S REQUIRED D (MIN) o D o H D o(min) EMNKMENT SECTION THE MESURED SPN ND RISE SHLL NOT VRY MORE THN - + PERCENT FROM THE VLUES SPECIFIED Y SHTO M THE MESURED SPN ND RISE SHLL NOT VRY MORE THN + PERCENT FROM THE VLUES - SPECIFIED Y SHTO M07. INSTLLTION TYPE - LEG - = MINIMUM = UNDISTURED SOIL TYPE GGREGTE SE COURSE (CLSS 5 OR CLSS 7) TYPE TYPE D i= NORML INSIDE DIMETER OF PIPE D o= OUTSIDE DIMETER OF PIPE H = FILL COVER HEIGHT OVER PIPE (FEET) * MTERIL REQUIREMENTS FOR HUNCH ND STRUCTURL EDDING SELECTED MTERILS (CLSS SM-, SM-, OR SM-4) OR TYPE INSTLLTION MTERIL * SHTO CLSSIFICTION - THRU -6 SOIL OR TYPE OR INSTLLTION MTERIL LOWER SIDE MINIMUM ( IN ROCK) OUTER STRUCTURL EDDING D i D / o D / o HUNCH EMNKMENT ND TRENCH INSTLLTIONS LOWER SIDE STRUCTURL EDDING OTTOM OF EXCVTION & SELECTED PIPE EDDING PY MIDDLE STRUCTURL EDDING LOOSELY PLCED UNCOMPCTED SELECTED PIPE EDDING (CKFILL OF UNDERCUT IF DIRECTED Y ENGINEER). MTERIL IN THE HUNCH ND OUTER STRUCTURL EDDING SHLL E COMPCTED TO 95% OF THE MXIMUM DENSITY CCORDING TO THE TYPE OR CLSS OF MTERIL USED.. FOR TRENCHES WITH WLLS OF NTURL SOIL, THE DENSITY OF THE SOIL IN THE LOWER SIDE ZONE SHLL E S FIRM S THE 95% DENSITY REQUIRED FOR THE HUNCH. IF THE EXISTING SOIL DOES NOT MEET THIS CRITERI, IT SHLL E REMOVED ND RECOMPCTED TO 95% OF THE MXIMUM DENSITY CCORDING TO THE TYPE OF MTERIL USED. MINIMUM HEIGHT OF FILL H OVER CIRCULR R.C. PIPE CULVERTS * ** SM- WILL NOT E LLOWED. MTERILS SHLL NOT INCLUDE ORGNIC MTERILS OR STONES LRGER THN INCHES.. FOR EMNKMENTS, THE MTERIL IN THE LOWER SIDE ZONE SHLL E COMPCTED TO 95% OF THE MXIMUM DENSITY CCORDING TO THE TYPE OR CLSS OF MTERIL USED. GENERL NOTES CLSS III CLSS OF PIPE CLSS IV CLSS V. CONCRETE PIPE CULVERT CONSTRUCTION SHLL CONFORM TO RKNSS STTE HIGHWY ND TRNSPORTTION DEPRTMENT STNDRD SPECIFICTIONS FOR HIGHWY CONSTRUCTION (CURRENT EDITION), WITH PPLICLE SUPPLEMENTL SPECIFICTIONS ND SPECIL PROVISIONS. UNLESS OTHERWISE NOTED IN THE PLNS, SECTION ND SUSECTION REFER TO THE STNDRD CONSTRUCTION SPECIFICTIONS. INSTLLTION TYPE PIPE ID (IN.) TYPE OR TYPE LL LL FEET FILL H OVER CIRCULR INSTLLTION TYPE TYPE TYPE MXIMUM HEIGHT OF R.C. PIPE CULVERTS CLSS III CLSS OF PIPE CLSS IV FEET 6 CLSS V CONCRETE PIPE CULVERT DESIGN SHLL CONFORM TO SHTO LRFD RIDGE DESIGN SPECIFICTIONS, FIFTH EDITION (00) WITH 00 INTERIMS.. LL PIPE SHLL CONFORM TO SECTION 606. CIRCULR R.C. PIPE CULVERTS SHLL CONFORM TO SHTO M70, R.C. RCH PIPE CULVERTS SHLL CONFORM TO SHTO M06 ND HORIZONTL ELLIPTICL PIPE CULVERTS SHLL CONFORM TO SHTO M LL PIPE SHLL E PROTECTED DURING CONSTRUCTION Y COVER SUFFICIENT TO PREVENT DMGE FROM PSSGE OF EQUIPMENT. 5. THE MINIMUM TRENCH WIDTH SHLL E THE OUTSIDE DIMETER OF THE PIPE PLUS 4 INCHES. THE MXIMUM LLOWLE TRENCH WIDTH SHLL E THE MINIMUM WIDTH PRCTICLE FOR ING CONDITIONS. 6. MULTIPLE PIPE CULVERTS SHLL E INSTLLED WITH MINIMUM CLERNCE OF 4 INCHES ETWEEN STRINGS OF PIPE. REFER TO DWG. FES- FOR MINIMUM CLERNCE WHERE FLRED SECTIONS RE USED NOTE: FOR MINIMUM COVER VLUES, H SHLL INCLUDE MINIMUM OF OF PVEMENT ND/OR SE MINIMUM HEIGHT OF FILL H OVER R.C. RCH & HORIZONTL ELLIPTICL PIPE CULVERTS INSTLLTION TYPE CLSS OF PIPE CLSS III FEET CLSS IV TYPE INSTLLTION TYPE NOTE: IF FILL HEIGHT EXCEEDS 50 FEET, SPECIL DESIGN CONCRETE PIPE WILL E REQUIRED USING TYPE INSTLLTION. MXIMUM HEIGHT OF FILL H OVER R.C. RCH & HORIZONTL ELLIPTICL PIPE CULVERTS CLSS OF PIPE CLSS III 0 FEET CLSS IV 0 7. IMPERVIOUS MTERIL SHOULD E PLCED S DIRECTED Y THE ENGINEER T THE S OF THE CULVERT TO PREVENT LOSS OF STRUCTURL EDDING WHEN PERVIOUS MTERIL IS USED FOR STRUCTURL EDDING ND/OR CKFILL. 8. NOT MORE THN ONE LIFTING HOLE MY E PROVIDED IN CONCRETE PIPE TO FCILITTE HNDLING. HOLE MY E CST IN PLCE, CUT INTO THE FRESH CONCRETE FTER FORMS RE REMOVED, OR DRILLED. THE HOLE SHLL NOT E MORE THN TWO INCHES IN DIMETER OR TWO INCHES SQURE. CUTTING OR DISPLCEMENT OF REINFORCEMENT WILL NOT E PERMITTED. SPLLED RES ROUND THE HOLE SHLL E REPIRED IN MNLIKE MNNER. LIFTING HOLE SHLL E FILLED WITH MORTR, CONCRETE, OR OTHER METHOD S PPROVED Y THE ENGINEER. 9. WHEN DIRECTED Y THE ENGINEER, UNSUITLE MTERIL THT IS ENCOUNTERED T THE OTTOM OF THE EXCVTED TRENCH (ELOW THE RE IDENTIFIED S STRUCTURL EDDING OVE) WILL E EXCVTED ND REPLCED WITH SELECTED PIPE EDDING. THE QUNTITY OF MTERIL REQUIRED TO CKFILL THE UNDERCUT RE UP TO THE SELECTED PIPE EDDING PY DESIGNTED OVE WILL E MESURED ND PID FOR S SELECTED PIPE EDDING. 0. WHEN THE EXISTING MTERIL EXCVTED FOR THE PIPE TRENCH IS DETERMINED Y THE ENGINEER TO E UNSUITLE FOR CKFILLING THE PIPE (OVE THE RE IDENTIFIED OVE S THE HUNCH), ORROW MTERIL OR MTERIL FROM THE RODWY EXCVTION WILL E USED TO CKFILL THE PIPE. IF SUITLE MTERIL IS NOT VILLE, THE ENGINEER MY UTHORIZE THE USE OF SELECTED PIPE CKFILL. RKNSS STTE HIGHWY COMMISSION TYPE OR TYPE.5.5 NOTE: TYPE INSTLLTION WILL NOT E LLOWED FOR RCH & HORIZONTL ELLIPTICL PIPE CULVERTS. NOTE: FOR MINIMUM COVER VLUES, H SHLL INCLUDE MINIMUM OF OF PVEMENT ND/OR SE. TYPE TYPE 0 6 NOTE: TYPE INSTLLTION WILL NOT E LLOWED FOR RCH & HORIZONTL ELLIPTICL PIPE CULVERTS REVISED GENERL NOTE. -- REVISED FOR LRFD DESIGN SPECIFICTIONS REVISED TYPE EDDING & DDED NOTE REVISED INSTLLTIONS ISSUED DTE REVISION DTE FILMED CONCRETE PIPE CULVERT FILL HEIGHTS & EDDING STNDRD DRWING PCC- L R F D

19 CORRUGTED STEEL PIPE (ROUND) MINUMUM MX. FILL HEIGHT H OVE TOP OF PIPE (FEET) PIPE COVER TOP OF DIMETER PIPE TO TOP METL THICKNESS (INCHES) (INCHES) OF GROUND H (FEET) / INCH Y INCH CORRUGTION RIVETED, WELDED, OR HELICL LOCK-SEM INCH Y INCH OR 5 INCH Y INCH CORRUGTION RIVETED, WELDED, OLTED, OR HELICL LOCK-SEM CONSTRUCTION SEQUENCE. PLCE STRUCTURL EDDING MTERIL TO GRDE. DO NOT COMPCT.. INSTLL PIPE TO GRDE.. COMPCT STRUCTURL EDDING OUTSIDE THE MIDDLE THIRD OF THE PIPE. 4. COMPLETE STRUCTURL CKFILL OPERTION Y ING FROM SIDE TO SIDE OF THE PIPE. THE SIDE TO SIDE STRUCTURL CKFILL DIFFERENTIL SHLL NOT EXCEED 4 INCHES OR / THE SIZE OF THE PIPE, WHICHEVER IS LESS. NOTE: STRUCTURL CKFILL ND STRUCTURL EDDING MTERIL WILL NOT E PID FOR SEPRTELY, UT COMPENSTION WILL E CONSIDERED TO E INCLUDED IN THE PRICE ID PER LINER FOOT OF METL PIPE. INSTLLTION TYPE TYPE TYPE GGREGTE SE COURSE (CLSS 4, 5, 6, OR 7) SELECTED MTERILS (CLSS SM-, SM-, OR SM-4) SM- WILL NOT E LLOWED. MTERIL REQUIREMENTS FOR STRUCTURL CKFILL ND STRUCTURL EDDING OR TYPE INSTLLTION MTERIL - LEG - D o = OUTSIDE DIMETER OF PIPE MX. = MXIMUM = MINIMUM = STRUCTURL CKFILL MTERIL = UNDISTURED SOIL EQUIV. DI. = EQUIVLENT DIMETER EXCVTION LINE S REQUIRED H = FILL COVER HEIGHT OVER PIPE (FEET) IN SOIL- EQULS TWICE CORRUGTION DEPTH IN ROCK- EQULS GRETER OF; / PER FOOT OF FILL OVER PIPE ( MX.) TWICE CORRUGTION DEPTH TRENCH SECTION D o OUTER STRUCTURL EDDING D / o H EMNKMENT SECTION D o(min) EMNKMENT ND TRENCH INSTLLTIONS STRUCTURL CKFILL EMNKMENT STRUCTURL EDDING OTTOM OF EXCVTION & SELECTED PIPE EDDING PY MIDDLE STRUCTURL EDDING LOOSELY PLCED UNCOMPCTED SELECTED PIPE EDDING (CKFILL OF UNDERCUT IF DIRECTED Y ENGINEER) 9 PIPE DIMETER (INCHES) CORRUGTED LUMINUM PIPE (ROUND) MINUMUM COVER TOP OF PIPE TO TOP OF GROUND H (FEET).5 MX. FILL HEIGHT H OVE TOP OF PIPE (FEET) METL THICKNESS IN INCHES / INCH Y INCH CORRUGTION RIVETED OR HELICL LOCK-SEM EQUIVLENT METL THICKNESSES ND GUGES METL THICKNESS IN INCHES GUGE STEEL NUMER ZINC COTED UNCOTED LUMINUM STRUCTURL CKFILL, EMNKMENT, ND OUTER STRUCTURL EDDING MTERIL SHLL E COMPCTED TO 95% OF THE MXIMUM DENSITY CCORDING TO THE TYPE OR CLSS OF MTERIL USED.. INSTLLTION TYPE OR MY E USED FOR CORRUGTED STEEL OR LUMINUM PIPE (ROUND).. INSTLLTION TYPE SHLL E USED FOR CORRUGTED STEEL OR LUMINUM PIPE RCHES WITH X CORRUGTION. 4. INSTLLTION TYPE OR MY E USED FOR CORRUGTED STEEL OR LUMINUM PIPE RCHES WITH X OR 5 X CORRUGTION. GENERL NOTES. METL PIPE CULVERT CONSTRUCTION SHLL CONFORM TO RKNSS STTE HIGHWY ND TRNSPORTTION DEPRTMENT STNDRD SPECIFICTIONS FOR HIGHWY CONSTRUCTION (CURRENT EDITION), WITH PPLICLE SUPPLEMENTL SPECIFICTIONS ND SPECIL PROVISIONS. UNLESS OTHERWISE NOTED IN THE PLNS, SECTION ND SUSECTION REFER TO THE STNDRD CONSTRUCTION SPECIFICTIONS.. METL PIPE CULVERT DESIGN SHLL CONFORM TO SHTO LRFD RIDGE DESIGN SPECIFICTIONS, FIFTH EDITION (00) WITH 00 INTERIMS. EQUIV. DI. (INCHES) CORRUGTED METL PIPE RCHES PIPE DIMENSION SPN X RISE (INCHES) 7x x 4x8 8x0 5x4 4x9 49x 57x8 64x4 7x47 77x5 8x57 MINUMUM CORNER THICKNESS RDIUS (INCHES) REQUIRED INCHES STEEL INSTLLTION INSTLLTION TYPE TYPE LUMINUM HEIGHT OF MX. HEIGHT OF HEIGHT OF FILL, H (FT.) / INCH Y INCH CORRUGTION / INCH Y INCH CORRUGTION RIVETED, WELDED, OR HELICL LOCK-SEM RIVETED OR HELICL LOCK-SEM.5.5 FILL, H (FT.) INCH Y INCH OR 5 INCH Y INCH CORRUGTION RIVETED, WELDED, OR HELICL LOCK-SEM 4 THICKNESS REQUIRED INCHES FILL, H (FT.) INSTLLTION TYPE.5.5 MX. HEIGHT OF FILL, H (FT.) INSTLLTION TYPE 4. METL PIPE CULVERT MTERILS ND INSTLLTIONS SHLL CONFORM TO SECTION 606 ND JO SPECIL PROVISION METL PIPE. 4. LL PIPE SHLL E PROTECTED DURING CONSTRUCTION Y COVER SUFFICIENT TO PREVENT DMGE FROM PSSGE OF EQUIPMENT. 5. THE MINIMUM TRENCH WIDTH SHLL E THE OUTSIDE DIMETER OF THE PIPE PLUS 4 INCHES. THE MXIMUM LLOWLE TRENCH WIDTH SHLL E THE MINIMUM WIDTH PRCTICLE FOR ING CONDITIONS. 6. MULTIPLE PIPE CULVERTS SHLL E INSTLLED WITH MINIMUM CLERNCE OF 4 INCHES ETWEEN STRINGS OF PIPE. REFER TO DWG. FES- FOR MINIMUM CLERNCE WHERE FLRED SECTIONS RE USED. 7. IMPERVIOUS MTERIL SHOULD E PLCED S DIRECTED Y THE ENGINEER T THE S OF THE CULVERT TO PREVENT LOSS OF STRUCTURL EDDING WHEN PERVIOUS MTERIL IS USED FOR STRUCTURL EDDING ND/OR CKFILL. 8. WHEN DIRECTED Y THE ENGINEER, UNSUITLE MTERIL THT IS ENCOUNTERED T THE OTTOM OF THE EXCVTED TRENCH (ELOW THE RE IDENTIFIED S STRUCTURL EDDING OVE) WILL E EXCVTED ND REPLCED WITH SELECTED PIPE EDDING. THE QUNTITY OF MTERIL REQUIRED TO CKFILL THE UNDERCUT RE UP TO THE SELECTED PIPE EDDING PY DESIGNTED OVE WILL E MESURED ND PID FOR S SELECTED PIPE EDDING. 9. WHEN THE EXISTING MTERIL EXCVTED FOR THE PIPE TRENCH IS DETERMINED Y THE ENGINEER TO E UNSUITLE FOR CKFILLING THE PIPE (OVE THE RE IDENTIFIED S STRUCTURL CKFILL), ORROW MTERIL OR MTERIL FROM THE RODWY EXCVTION WILL E USED TO CKFILL THE PIPE. IF SUITLE MTERIL IS NOT VILLE, THE ENGINEER MY UTHORIZE THE USE OF SELECTED PIPE CKFILL. INSTLLTION INSTLLTION FOR MINIMUM COVER VLUES, H SHLL INCLUDE MINIMUM OF PVEMENT ND/OR SE x 46x6 5x4 60x46 66x5 7x55 8x59 87x6 95x67 0x7 x75 7x79 8x8 TYPE TYPE TYPE TYPE WHERE THE STNDRD /x CORRUGTION ND GUGE IS SPECIFIED FOR GIVEN DIMETER, PIPE OF THE SME DIMETER WITH x OR 5 x CORRUGTION MY E SUSTITUTED, PROVIDING IT IS GUGED FOR FILL HEIGHT CONDITION EQUL TO OR GRETER THN THE MXIMUM FILL HEIGHT CONDITION FOR THE SPECIFIED GUGE ND CORRUGTION REVISED GENERL NOTE. -- REVISED FOR LRFD DESIGN SPECS RKNSS STTE HIGHWY COMMISSION METL PIPE CULVERT FILL HEIGHTS & EDDING REVISED INSTLLTIONS ISSUED DTE REVISION DTE FILMED STNDRD DRWING PCM- L R F D

20 0 INSTLLTION TYPE TYPE ** MTERIL REQUIREMENTS FOR STRUCTURL CKFILL ND STRUCTURL EDDING *SELECTED MTERILS (CLSS SM-, SM- OR SM-4) MINIMUM TRENCH WIDTH SED ON FILL HEIGHT H * GGREGTE SE COURSE (CLSS 4, 5, 6, OR 7) MY E USED IN LIEU OF SELECTED MTERIL. SM WILL NOT E LLOWED. ** STRUCTURL EDDING MTERIL SHLL HVE MXIMUM PRTICLE SIZE OF INCH. STRUCTURL CKFILL MTERIL SHLL E FREE OF ORGNIC MTERIL, STONES LRGER THN.50 INCH IN GRETEST DIMENSION, OR FROZEN LUMPS. STRUCTURL CKFILL ND STRUCTURL EDDING MTERIL WILL NOT E PID FOR SEPRTELY, UT COMPENSTION WILL E CONSIDERED TO E INCLUDED IN THE PRICE ID PER LINER FOOT OF HDPE PIPE. PIPE DIMETER H < TRENCH WIDTH (FEET) H >OR= H MX. FILL HEIGHT = -0 TRENCH SECTION SEE NOTE SEE MININMUM COVER FOR CONSTRUCTION LODS TLE TRENCH WIDTH D o EMNKMENT SECTION STRUCTURL CKFILL NOTE: 8 (8-0 DIMETERS) ( - 48 DIMETERS) MINIMUM COVER VLUES, H SHLL INCLUDE MINIMUM OF PVEMENT ND/OR SE. HUNCH RE HUNCH RE OTTOM OF EXCVTION & SELECTED PIPE EDDING PY MULTIPLE INSTLLTION OF HIGH DENSITY POLYETHYLENE PIPES PIPE DIMETER CLER DISTNCE ETWEEN PIPES PIPE DIMETER OR LESS OR GRETER MINIMUM COVER FOR CONSTRUCTION LODS COVER (FEET) FOR INDICTED CONSTRUCTION LODS (KIPS) (KIPS) (KIPS) (KIPS) MINIMUM COVER SHLL E MESURED FROM TOP OF PIPE TO TOP OF THE MINTINED CONSTRUCTION RODWY SURFCE. THE SURFCE SHLL E MINTINED. STRUCTURL EDDING STRUCTURL EDDING IF ROCK OUTER STRUCTURL EDDING D / o MIDDLE STRUCTURL EDDING LOOSELY PLCED UNCOMPCTED TYPE EMNKMENT ND TRENCH INSTLLTIONS. STRUCTURL CKFILL, EMNKMENT, ND OUTER STRUCTURL EDDING MTERIL SHLL E COMPCTED TO 95% OF THE MXIMUM DENSITY CCORDING TO THE TYPE OR CLSS OF MTERIL USED. CONSTRUCTION SEQUENCE. PLCE STRUCTURL EDDING MTERIL TO GRDE. DO NOT COMPCT. SELECTED PIPE EDDING (CKFILL OF UNDERCUT IF DIRECTED Y ENGINEER). INSTLL PIPE TO GRDE.. COMPCT STRUCTURL EDDING OUTSIDE THE MIDDLE THIRD OF THE PIPE. 4. THE STRUCTURL CKFILL SHLL E PLCED ND COMPCTED IN LYERS NOT EXCEEDING 8. THE LYERS SHLL E ROUGHT UP EVENLY ND SIMULTNEOUSLY TO THE ELEVTION OF THE MINIMUM COVER. 5. PIPE INSTLLTION MY REQUIRE THE USE OF RESTRINTS, WEIGHTING OR OTHER PPROVED METHODS IN ORDER TO HELP MINTIN GRDE ND LIGNMENT. GENERL NOTES. PIPE SHLL CONFORM TO SHTO M94, TYPE S. INSTLLTION SHLL CONFROM TO JO SPECIL PROVISION PLSTIC PIPE ND SECTION 606 OF THE STNDRD SPECIFICITIONS FOR HIGHWY CONSTRUCTION (CURRENT EDITION).. PLSTIC PIPE CULVERT DESIGN SHLL CONFORM TO SHTO LRFD RIDGE DESIGN SPECIFICTIONS, FIFTH EDITION (00) WITH 00 INTERIMS.. THE MXIMUM LLOWLE TRENCH WIDTH SHLL E THE MINIMUM WIDTH PLUS SUFFICIENT WIDTH TO ENSURE ING ROOM TO PROPERLY ND SFELY PLCE ND COMPCT HUNCHING ND OTHER CKFILL MTERIL. 4. IMPERVIOUS MTERIL SHOULD E PLCED S DIRECTED Y THE ENGINEER T THE S OF THE CULVERT TO PREVENT LOSS OF STRUCTURL EDDING WHEN PERVIOUS MTERIL IS USED FOR STRUCTURL EDDING ND/OR CKFILL. - LEG - H = FILL HEIGHT (FT.) D o = OUTSIDE DIMETER OF PIPE MX. = MXIMUM = MINIMUM 5. WHEN DIRECTED Y THE ENGINEER, UNSUITLE MTERIL THT IS ENCOUNTERED T THE OTTOM OF THE EXCVTED TRENCH (ELOW THE RE IDENTIFIED S STRUCTURL EDDING OVE) WILL E EXCVTED ND REPLCED WITH SELECTED PIPE EDDING. THE QUNTITY OF MTERIL REQUIRED TO CKFILL THE UNDERCUT RE UP TO THE SELECTED PIPE EDDING PY DESIGNTED OVE WILL E MESURED ND PID FOR S SELECTED PIPE EDDING. = STRUCTURL CKFILL MTERIL 6. WHEN THE EXISTING MTERIL EXCVTED FOR THE PIPE TRENCH IS DETERMINED Y THE ENGINEER TO E UNSUITLE FOR CKFILLING THE PIPE (OVE THE RE IDENTIFIED OVE S STRUCTURL CKFILL), ORROW MTERIL OR MTERIL FROM THE RODWY EXCVTION WILL E USED TO CKFILL THE PIPE. IF SUITLE MTERIL IS NOT VILLE, THE ENGINEER MY UTHORIZE THE USE OF SELECTED PIPE CKFILL. = UNDISTURED SOIL 7. FOR PIPE TYPES THT RE NOT SMOOTH ON THE OUTSIDE (CORRUGTED OR PROFILE WLLS), CKFILL GRDTIONS SHOULD E SELECTED THT WILL PERMIT THE FILLING OF THE CORRUGTION OR PROFILE VLLEY. 8. HIGH DENSITY POLYETHYLENE PIPES OF DIMETERS OTHER THN SHOWN WILL NOT E LLOWED. 9. JOINTS FOR HDPE PIPE SHLL MEET THE REQUIREMENTS FOR SOIL TIGHTNESS S SPECIFIED IN SHTO SECTION ND 0.4. SHTO LRFD RIDGE CONSTRUCTION SPECIFICTIONS. JOINTS SHLL E INSTLLED PER MNUFCTURER S RECOMMTIONS. RKNSS STTE HIGHWY COMMISSION PLSTIC PIPE CULVERT (HIGH DENSITY POLYETHYLENE) -7-4 REVISED GENERL NOTE REVISED GENERL NOTES & MINIMUM COVER NOTE ISSUED DTE REVISION DTE FILMED STNDRD DRWING PCP- L R F D