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HomeMy WebLinkAbout1955.pdf:HALL PT B A L LAS1 T E=NOTIIESS THAN s/Ip OUTSIDE DIAMETER. HALF SECTION -PIPE CULVERTS HALF SECTION- BOX CULVERTS TREATMENT WHEN A+ B IS OVER 5 FT I HALF SP-CT104 - PIPE CULVERTS HALF SECTION- BOX CULVERTS TREATMENT WHEN A+ B IS FROM 0 TO 5 FT SLOP T_Fo�STEEPER _TR_AT_Z5_ zMammumm DETAILS OF CONSTRUCTION NOT SHORN HERE SHALL OICiPGRIA TO THE FERTI­ TOP OF THE PROPOSED CULVERT' PRIOR TO EXCAVATING THE TRENCH. GENTREQUIREMENTS OF THE STANDARD SPECIFICATIONS ADD THE APPLICABLE IN THE CASE OF CONCRETE FOX CIJI2VERTS, THE EXCAVA'I[ON BELOW SPECIAL PROVISIONS, THE BOTTOM AND NECESSARY TO PREPARE THE TRENCH WILL 2- DETAILS APE NOT APPLICABLE FOR PRIVATE ENTRANCE CULVERTS, MEASURES AND PAID FOR AT THE CONTRACT UNIT PRICE BID PER DETAILS APPLY TO ROTH PIPE AND CONCRETE BOX CULVERTS UNLESS OTHER CUBIC YARD FOR' EXCAVATION FOR STRUCTURES, CULVERTS,' WISE SHOWN 04 OTHER PARTS OF THE PLAN OR N THE CCNTRAAT. IN THE CASE OF PIPE CULVERTS, ALL EXCAVATION FAR FORD - EXCAVATION FOR AREAS MARKFD"T' WILL BE PAID FOR AT THE CAN- INC, THE BED SHALL BE INCLUDED IN THE CONTRACT UNIT TRACT UNIT PRICES FOR PERTINENT ITEMS OF 'ROADWAY AND DRAIN- PRICE PER LINEAR FOOT OF THE SEVERAL TYPES AND SIZES AGE EXCAVATION",' WHEN SUCH EXCAVATION CONSISTS OF MATERIAL GOT OF CULVERT PIPE. PLACED UNDER THE CURRENT CONTRACT. BACKFILL IN THESE AREAS TO BE IN EITHER CASE, BACK FILL WILL BE PAID FOR AT THE PERTI- PAID FOR AT THE PERTINENT UNIT PRICE BID FOR"SIND GRAVEL FILL" OR DENT CONTRACT PRICE FOR THE MATERIAL USED FOR MATERIAL USED. A- DEPTH OF BALLAST COURSE THE ELEVATION OF THE EXISTING GROUND OR PREVIOUSLY PLACED AND ®"DISTANCE FROM TOP OF CULVERT TO BOTTOM OF BALLAST. COMPACTED EMBANKMENT SHALL BE AT LEAST IN THE PLANE OF THE D- VARIABLE, DEPTH OF BALLAST BELOW CULVERT, SflN9MUM-I2" HALF SECTION'- PIPE CULVERTS' HALF SECTION -SOX CULVERTS TREATMENT WHEN IS - 0 SLOPE, NOT STEEPER THAN 2518 F- INSTANCE FROM FINISHED SURFACE TO STREAM BED. OALLAST 7/777/7, Fn4X� Z A/ IF EXCAVATION FOR AREA MARKED 57 SMALL BE YEASURED Ip AND PAID FOR IN ACCORDANCE WITH SECTION 210704 OF THE SUINDARD SPEDFICATJ,?HI, AND AT THE CONTRACT UNIT PP`E AID PER CUBIC YARD OF ORPTINAL VOLUME FOR V, EXCAVATION FOR STRUCTURES, BRIDGES.- S'CKFILL TO OF IN ACCORDANCE WITH SECTION 210703 OF 'THE STANUARD SPECIFOATION$ --d EXCAVATION AND BACKPILL FOR PIPE CULVERTS —BOX CULVERTS ABUTMENTS (STATE HIGHWAY CORROSION OF WTSQONStN I FOR APPRQLALsl CESIP, EIG�,Ec" Cc" APfiPo WED CUT, 11 045 ST.T6 nlCrvnar t7X�� OF APPROACH W- I& FOR RE. y W= 4`MIN. FOR S.R l= +pH-D)S+i]+�js+q H, D)S+1] Wi/2 W/2 ..._....:. SLOPES 9R'GINAL....GROU-r�`�tNE.. ,SLOPE -Ell _ _ __...__..._ .__.__._...._.. OF 1{2 SECTION IN FILL i/2 SECTION IN CUT CULVERT' TYPICAL CROSS SECTION ,;_OF HIGHWAY I/2 WIDTH OF ISO. OF ROAD METAL FLOW LINE OF DITCH MIN. SIGHT DISTANCE FOR PE, AT POINT X-[OO` OF HIGHWAY ,... _...._.__ .._ ....___ .___.. 250°MIN. ._.__. V t TYPICAL LAYOUT FOR SIDE ROADS IN CUT 2 5 W, zz q JW C 2 MIX WQ t] W Q z `xIW p? W� W Q Oo 00 0 6 00 RADfY SHOWN ARE VARIABLE DEPENDENT 0 m a ON CLASS OF HIGHWAY AND WILL BE po LAID OUT IN THE FIELD BY THE. ENGINEER. d i (.OF HIGHWAY TYPICAL LAYOUT FOR PRIVATE ENTRANCES AND SIDE ROADS IN HIGH FILL is 1_INE FENCE . �� 4 �^v..4 {..... � ..,..•.Yt. '..ry ;:..¢ - ���A\ .� l l 1. ¢..�..4✓ , .. ,. .:.. .. , .:.. - _ t� i t f�i M ',.� :. _. P. t(r "; .6hda ¢ ,- > te'• .. (: "jd.. "` dwt. ? t, LV: ,., L...-:s=.. t°ul.+,di.a;.a'1,v .,,5 11P Ux tj-LIAc". + ill,lwis �� :.w , ,. �r L ..,. . °ALf "` l � , r> i .. . � r P' ie .. , xi. 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