HomeMy WebLinkAbout1955 S0898(3) .pdfA
BALLAST,'
T E=NOTILESS THAN I/jo OUTSIDE DIAMETER,
HALF SECTRON-POPE CULVERTS HALF SECTION- BOX CULVERTS
TREATMENT WHEN A+ B IS OVER 5 FT
HALF SECTION - PIPE CULVERTS HALF SECTION- SOX CULVERTS
TREATMENT WHEN A+ B IS FROM 0 TO 5 FT
SLOPE " NOT STEEPER THAN SIC, I
RNMARREENOW
DETAILS OF CONSTRUClUON NOT SHOWN HERE SHALL COUTOPM TO THE PFRTI- TOP OF THE PROPOSED CULVERT PRIOR TO EXCAVATING THE TRENCH,
VENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE IN THE CASE OF CONCRETE BOX CULVERTS, THE EXCAVATION BELOW
SPECIAL PROVISIONS. THE BOTTOM AND NECESSARY TO PREPARE THE TRENCH WILL FE
DETAILS AGE NOT APPLICABLE FOR PRIVATE ENTRANCE CULVERTS MEASURED ABC PAID FOR AT THE CONTRACT U?HT PRICE BID PER
DETAILS APPLY TO BOTH PPE AND CONCRETE BOX CULVERTS UNLESS OTHER CUBIC YARD FOR ' EXCAVATION FOR STRUCTURES, CULVERTS:'
WISE SHOWN ON OTHER PARTS OF THE PLAN OR IN THE CONTRACT, IN THE CASE OF PIPE CULVERTS, ALL EXCAVATION FOR FORM -
EXCAVATION FOR AREAS MARKED"T" WILL BE PAID FOR AT THE CON- ING THE BED SMALL BE INCLUDED IN THE CONTRACT UNIT
TRACT UNIT PRICES FOR PERTINENT ITEMS OF 'ROADWAV AND DRAIN -- PRICE PER LINEAR FOOT OF THE SEVERAL TYPES AND SIZES
AGE EXCAVATION: WHEN SUCH EXCAVATION 00N61STS OF MATERIAL HOT OF CULVERT MEE,
PLACED UNDER THE CURRENT CONTRACT, BACKFILL IN THESE AREAS TO BE IN EITHER CASE, BACK FR-L WILL BE PAID FOR AT THE PERTI-
PAID FOR AT THE PERTINENT UNIT PRICE BID FCR'SAND GRAVEL FILL" OR SENT CONTRACT PRICE FOR THE MATERIAL USED,
FOR MATERIAL USED. A- DEPTH OF BALLAST COURSE
THE ELEVATION OF THE EXISTING GROUND OR PREVIOUSLY PLACED AND S -DISTANCE FROM TOP OF CULVERT TO BOTTOM OF BALLAST
COMPACTED EMBANKMENT SHALL BE AT LEAST 114 THE PLANE OF THE D-- VAPIABLE, DEPTH OF BALLAST BELOW CULVERT MINIMUM-12'.'
SURFACE
COURSE
:..''COURSE
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HALF SECTION - PIPE CULVERTS HALF SECTION- BOX CULVERTS
TREATMENT WHEN B - 0
SLOPS NOT STEEPER THAN 25�1
F- CHSTANCE FROM FINISHED SURFACE TO STREAM BED,
�EIALLA T COURSE' _
xx�
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x
A a V
p EXCAVATION FOR AREA MARKED 'S' SHALL BE MEASURED
AND PAID FOR IN ACCORDANCE WITH SEC7MN 2K)704 O�
THE SIANDaPO SPECCOa7IONS, AND AT THE T CITRACT UNIT
PRICE BID PER CUS'C YARD OF ORIGINAL VOLUME FOR
EXCAVATION FOR STPUC7UPES, BRIDGES
PALKFILL 70 BE IN ACCORDANCE WITH SECTION 21070F
A OF THE STANCARD SPECIFT,,ATF)ILS
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EXCAVATION AND BACKFILL FOR
PIPE CULVERTS -BOX CULVERTS
ABUTMEVTS
TATE HIGHWAY COMMISSION OF WISCONSIN
ECOMMEDDED FOR APPNOVAL=
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A PROVED JAMOMY 93.1
STX MR
110,
SECTION OF SNOW FENCE TO BE PAINTED ALTERNATELY BLACK AND YELLOW AS SHOWN BELOW,
LENGTH TO BE SUFFICIENT TO REACH FROM TOE OF THE BACKSLOPE TO T'OE OF THE BACKSLOPE„
PROVIDE SUFFICIENT NUMBER OF INTERMEDIATE POSTS TO ADEQUATELY SUPPORT THE FENCE,
STANDARD "ROAD CLOSED" SIGN (WH, C- NO, R-15) TO BE ERECTED ON FENCE AT THE TOP ON
THE CENTERLINE OF ROAD. SIGN WILL BE FURNISHED SY COMMISSION,
DETAIL SHOWING METHOD OF STRWP NG
FOR 4' SNOW FENCE.
OF APPROACH W 6 FOR PE.. OF HIGHWAY
W f4'MIN FOR OR,
L t - H - D) S -N 1] +[V6 + C H, - ro, S + 1]
2 2 250'N,414.
W/2
— -- - �7 LINE,
SLOPE
D
V2 SECTION IN FILL 1/2 SECTMN IN CUT
TYPICAL CROSS SECTION
OF HIGHWAY
WIDTH OF GO,
m
VARIABLE
=LCiW LINE
OF DITCH
GROO ' NO—
--- FE
ofR 54
TOE
OF
CULVERT PIPE
TYPICAL LAYOUT FOR SIDE ROADS IN CUT
x
DISTANCE FOR RE, AT
POINT X-ION
RADU SHOWN ARE VARIABLE DEPENDENT
ON CLASS OF HIGHWAY AND WILL BE
LAID OUT IN THE FIELD BY THIS ENGINEER
TYPICAL LAYOUT FOR PRIVATE ENTRANCE$
AND SIDE ROADS IN HIGH FILL
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