STH78-EIGHTH-STREET-MOUNTHOREB_T0253(7)

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ION 5-3 nf. Bars ' C -C Bath Ways r. Ak Ak r A4 r Y A► r Y Al' r. , AP ASU Ak .AP, K A► r r r r r Ak r r r AA. r r r 10A& 3 -Type "MS" Grales 'r' Ak AbL '" Ah r Ak W .w M. A:w r Y r r r r K Ar. r r r r r r ' .K - A. r !► Al r A. 1k r Y Y r r Ak AL r r IKE T r r r r r AA r A r r r r At A k A► Y Ak Al. !tts r T r r. r' r r r Y r r ♦ r r r r. Y '& A► A► Ar r r r M r r AL A. Ak A(. r r SOD r r r r At. r r. r r r r +W .1'A&, A r. A4 Ah At. r A. r A. Al A", A. r Al. r Ak Y. r r AL r 1k ••, A. w Al. ,A. Ak r r r r A% ALL r r µ ., r r .. . AP. r Ak r r r AP AL PLAN VIEW SECTION -A -A NOTES ILS OF CONSTRUCTIQN, MATERIALS AND WOR SHIP NOT S ON THIS DRAWING SHALL CONFORM PERTINENT UIREMENTS Of THE STANDARD CIFICATIONS AND THE ADPL LE SPECIAL PROVISIO ALL INLETS ARE GRATED ON PLANS AS "INLETS 10 MS", ETC. THIS DESIGNATI I RETED TO MEAN THAT THE - NUMBER OR FIRST DIGIT TES THE MASONRY PORTION, OF THE STRUCTURE, AND L NG LETTER DESIGNATES THE TYPE OF IRON CAST TO BE USE REON. �.�.2 MEASURE I tic PAYMENT MEA NT AND PAYMENT OF ITEMS HEREON DET AI,LS IN ACCORD WITH THE STANDARD SPEC TIONS for SHALL INCLUDE THE FURNISHING REINFORCING S. MEDIAN INLET, TYPE 10 MS °'°'s'°" J. OF TRAVELED WAV •w910 sat rz FINISHED SHOULDER 4 T 0123(6)2.1+• k600—I -72 r Ms t - - SUBBASE COURSE - - GENERAL NOTES -- T- �� SALVAGED TOPSOIL EXCAVATION NO TREES ARE TO BE REMOVED WITHOUT THE APPROVAL OF THE EIIIOHIEER. ' :r — — — — — r — — — — — j CURVE DATA BASED ON ARC DEFINITION. 1 z BEARINGS SHOWN ON THIS PLAN ARE THE TRIS BEARINGS SHOWN TO'THE LEXCAVATION BELOW SUBGRADE NEAREST MINUTE. LOCATION AND DEPTH AS DESIGNATED BY THE ENGINEER SALVAGED TOPSOIL SHALL BE PLACED TO AN APPROXIMATE DEPTH OF 4 -INCHES AT THE TIME OF PLACING ON ALL CUT AND FILL SLOPES DETAIL FOR EXCAVATION SHRINKAGE VARIABLE, UNCLASSIFIED ESTI AIA TED AT 25%-30X., ROCK SWILL BELOW SUBGRADE ESTIMATED AT 51A. NO ROCK UNDERCUT WALL BE REQUIRED EXCEPT THAT WHICH I$ NECESSARY TO DRAIN UNDRAINED POCKETS IN THE ROCK SURFACE. 1 �� g0�� ALL RIGHT OF WAY, EXCLUSIVE OF THE PAVEMENT, 9 90ALDERS AND ALAS AlltUff E GRASSES, SHALL BE FERTILIZED AND SEED. VRTN SEXACUITATLLOCATIION A j / t S JS`�Q OFA ACCESS POINTS SHALL BE DETERMINED BY THE ENGNIEER FµOS SUBGRADE PROFILE IN THE FIELD. i WHEN THE QUANTITY OF THE ITEMS OF SUBBASE, BASE, OR SURFACE COARSE VAR. UNDERCUT IS MEASURED FOR PAYMENT BY THE TON OR CUBIC YARD, THE DEPTH OR THICKNESS ORIGINAL GROUND OF THE COURSE SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL TM CKNESS' DISTANCES AS DETERMINED WILL DEPEND ON THE DISTRIBUTION OF THE MATERIALS AS DfRECTED BY THE ENGMEER. BY THE ENGINEER VARIABLE VARIABLE EXCAVATION BELOW SUBGRADE IS NOT USED TO BALANCE YARDAGE AND IS NOT SHOWN SO\\- ON THE CROSS-SECTIONS, BUT IS MEASURED AND PAID FOR AS UNCLASSIFIED EXCAVATNIN. ___-1 A FR SSScQS// FINISHED SHOULDER LINE 0 VAR. STANDARD DETAIL DRAWINGS xg 3-1.1.7 CONCRETE CURB, GUTTER, COMBINATION CURB i GUTTER, SURFACE DRAIN 6-2.6.6 APRON ENDWALLS FOR CULVERT PIPE AND PIPE ARCH SECTION A -A 7-1.3.5 MARKER POST i MARKER POSTS FOR RIGHT OF MY CROSS SECTION SHOWING UNDERCUT 7-4.1.5 CONSTRUCTION BARRICADE .9-1.1.5 LAYOUT DNAILS FOR AT GRADE SIE ROAD INTERSECTI"S DETAIL FOR EXCAVATION AT MOUTH OF CUTS STANDARD ABBREVIATIONS, E.B.S. = EXCAVATION BELOW SUBGRADE C.M.C.P. = CORRUGATED METAL CULVERT PIPE C. P.= CULVERT PIPE L.H.-F. = LEFT HAND FORWARD - - ; o� c 1. P. = IRON PIPE , -el' r B. M. = BENCHMARK P. L. = PROPERTY LINE M. L. = MATCH LINE ENDVIEW - UTILITIES ` r ' TELEPHONE LUTES - WISCONSIN TELEPHONE COMPANY GAS PIPE LINE - MADISON,GAS i ELECTRIC COMPANY POWER LIDS - WISCONSIN POWER i LIGHT COMPANY Ij _r DETAILS FOR WIT. HOREB -BLACK EARTH ROAD S.T.H. 78 OAK. CWNTX PROJECT T OZ!4)