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/ SALVAGED TOPSOIL EXCAVATION \/\ — — — — — \— — — — — — TAPER CURB FROM --_-- _— _-- ---- 6" TO 0" IN 10' — — — — I 1 VAR WIDTH EXCAVATION BELOW SUBGRADE — — _ _ _ C. 8 G. \L LOCATION AND DEPTH AS DESIGNATED BY THE ENGINEER BIT SHOULDER ) �— BIT SHOULDER DETAIL FOR EXCAVATION BELOW SUBGRADE _ y TAPER IN 10 4 CONC. PAV'T j \IlO DIRECTION OF TRAFFIC t , DETAIL FOR CURB & GUTTER CUTOFFS 30 MAX l EITN SECTION TO BE CONC. DRIVEWAY "1 TRUCTED BY PROPERTY OWNER, IN OF MADISON. ALL OTHERS TO BE REPLACED ND AS PART OF THIS PROJECT. —� THIS SECTION TO BE--_ PAID FOR AS C 8 G. A— ,—__FLOW LINE CAN BE EXTENDED TO IMPROVE APPROACH _ COMMERCIAL DRIVEWAY - A 6REEf TOTAL NUNlER 811EET>• STANDARD DETAIL DRAWINGS RADE BD PROFILE 2.4 LZ9 STANDARD 2-I.I.II CONCRETE PAVEMENT REINFORCEMENT' - - VAR.' �;;UNDERCUT - 1— 2-3.1.3 STRUCTURE APPROACH AND CONCRETE PAVEMENT APPROACH SLAB DISTANCES AS DETERMINED T. L, TRANS'T LINE /w THE ENGINEER 3-1.1.7 , CONCRETE CURB, GUTTER, COMBINATION CURB 8 GUTTER, SURFACE DRAIN /VARIABLE VARIABLE_ / 4-4.4.7 LONGITUDINAL JOINTS - CONCRETE PAVEMENT A tpP50\V 4-4.5.9 TRANSVERSE JOINTS - CONCRETE PAVEMENT. G p/ Sp�NP --FINISHED SHOULDER LINE-----, 5-3.3.2 CATCH BASINS TO AN APPROXIMATE DEPTH OF 4' AT T IME OF PLAC LNG' ON LINE \� 5-3.4.7 CATCH BASIN AND INLET COVERS VAR MENT, SHOULDERS, AND AREAS ALREADY COVERED 5-3.5.2 INLETS - WITHSUITABLE GRASSES, SHALL BE FERTILIZED AND 5-3.7.2 MANHOLES - 5-3.8.2 MANHOLE COVERS. SECTION A -A CROSS SECTION SHOWING UNDERCUT 6-2.6 2 APRON ENDWALLS FOR CULVERT PIPE AND PIPE ARCH DETAI L FOR EXCAVATION 7- 1.3.4 MARKER POST AND MARKER POSTS FOR RIGHT OF WAY AT MOUTH OF CUTS 7-2.4.10 STEEL PLATE BEAM GUARD 8 STEEL BEAM MEDIAN GUARD BY THE TON- OR CUBIC YARD, THE DEPTH OR THICKNESS 7-4.1.4 CONSTRUCTION BARRICADE OF THE COURSE SHOWN ON THEPLANS IS APPROXIMATE 8-2. I.4 SODDED BACKSLOPE FL'LYE 8 INTERCEPTING EMBANKMENT AND THE ACTUAL THICKNESS WILL DEPEND ON THE 8- 3.3.6 SLOPE PAVING - 12- 1. 1, 2 LANDMARK REFERENCE MONUMENTS / SALVAGED TOPSOIL EXCAVATION \/\ — — — — — \— — — — — — TAPER CURB FROM --_-- _— _-- ---- 6" TO 0" IN 10' — — — — I 1 VAR WIDTH EXCAVATION BELOW SUBGRADE — — _ _ _ C. 8 G. \L LOCATION AND DEPTH AS DESIGNATED BY THE ENGINEER BIT SHOULDER ) �— BIT SHOULDER DETAIL FOR EXCAVATION BELOW SUBGRADE _ y TAPER IN 10 4 CONC. PAV'T j \IlO DIRECTION OF TRAFFIC t , DETAIL FOR CURB & GUTTER CUTOFFS 30 MAX l EITN SECTION TO BE CONC. DRIVEWAY "1 TRUCTED BY PROPERTY OWNER, IN OF MADISON. ALL OTHERS TO BE REPLACED ND AS PART OF THIS PROJECT. —� THIS SECTION TO BE--_ PAID FOR AS C 8 G. A— ,—__FLOW LINE CAN BE EXTENDED TO IMPROVE APPROACH _ COMMERCIAL DRIVEWAY � Ito a I -I z w ole U U Q IW ' a trti � 5 MIN. Z 10, MIN. B ~I --I I THIS SECTION TO IBE PAID ! IFOR AS 5" CONC iSIDEWALK 5" SIDEWALK I -.20 MAX 2' TO 4' _— 2. t / To BE REPLACED IN KIND AS PART OF THIS PROJECT THIS SECTION TO BE PAID FOR AS C. B G FLOW LINE CAN BE EXTENDED TO IMPROVE APPROACH RESIDENTIAL DRIVEWAY N _J1 5' I1 i II� BV2'I 0 I SECT, B -B 1 DETAILS FOR U.S. H. 151 - I.H. 90 ROAD PROJECT F017-2(64) DANE CO. NOT TO SCALE I - CROJER 6REEf TOTAL NUNlER 811EET>• F017-2(64)1 2.4 LZ9 STANDARD _ ABBREVIATIONS GENERAL NOTES T. L, TRANS'T LINE NO TREES ARE TO BE REMOVED WITHOUT THE APPROVAL E REFERENCE LINE OF THE ENGINEER, SHRINKAGE VARIABLE, ESTIMATED AT 25%-35% A. ItAUXILIARY REFERENCE UNE TOPSOIL OR SALVAGED TOPSOIL SHALL BE PLACED E CENTER TO AN APPROXIMATE DEPTH OF 4' AT T IME OF PLAC LNG' ON LINE ALL CUT AND FILL SLOPES, - - ^ ' E. B. EAST BOUND ALL THE RIGHT -OF -WAY, EXCLUSIVE OF THE PAVE- MENT, SHOULDERS, AND AREAS ALREADY COVERED W. B. WEST BOUND WITHSUITABLE GRASSES, SHALL BE FERTILIZED AND SEEDED P.L. PROPERTY :INE CURVE DATA BASED ON ARC DEFINITION. I. P. IRON PIN WHEN THE QUANTITY OF THE ITEMS OF SUBBASE, BASE OR SURFACE COURSE IS MEASURED FOR PAYMENT R/W RIGHT OF WAY BY THE TON- OR CUBIC YARD, THE DEPTH OR THICKNESS OF THE COURSE SHOWN ON THEPLANS IS APPROXIMATE L.H.E. LIMITED HIGHWAY EASEMENT AND THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE F. L, FLOW LINE ENGINEER, BEARINGS SHOWN ON THIS PLAN ARE THE TRUE M. H. MANHOLE BEARINGS SHOWN TO THE NEAREST MINUTE. C.B. CATCH BASIN EXCAVATION BELOW SUBGRADE IS SHOWN IN THE BALANCE POINTSAND IS ADDED IN "UNCLASSIFIED", INL. INLET BUT IS NOT SHOWN ON THE CROSS SECTIONS. C.o. ..JLVE�" 'I'E STR A`W MULCH SHALL BE PLACED ON TOPSOIL BACK - SLOPES AND F'.LL SLOPES IN AREAS DESIGNATED ON C.�M,-C-F. CORPUG A -ED METAL CULVERT PIPE THE MISCELLANEOUS OUANTITIES SHEET. R -C. P, REINFORCED CONCRETE PIPE ALL CATCH BASIN SUMPS ARE TORE OMITTED. S SEWER EXPANSION JOINTS TO BE CONSTRUCTED AT ALL - RADIUS PCINTS IN CURB 8 GUTTER. L'..l'_. l k cIEC C Ch CRETE DRIVEWAY AND SLAB REMOVALS SHALL F BE MEASURED AND PAID FOR UNDER THE ITEM OF REMOVING CONCRETE SIDEWALK. WHERE PAVED PARKING LOTS ARE TO BE LEFT IN UTILITIES PLACE THE PAVENENT SHALL BE SAWED ALONG THE PROPERTY LINE, AND THE PAVED AREA BETWEEN THE MA DISCN GAS 6 ELECTR,C CC PROPERTY LINE AND CURB SHALL BE REPLACED WITH TOPSOIL, AS DIRECTED BY THE ENGINEER. WISCONSIN TELEPHONE CO. CONTRACTION JOINTS IN PAVEMENT ADJACENT TO CURB AND GUTTER SHALL HAVE A MAXIMUM SPACING OF 50' 2 (4C' MIN.), EXCEPT IF OTHERWISE SHOWN ON THE PLAN. CONTRACTION JOINTS IN RURAL TYPE PAVEMENT SHALL HAVE A MAXIMUM SPACING OF 80' ([2') AS NOTED ON STANDARD DETAIL DRAWING 4-4.5,9, LOCATION OF COMMERCIAL DRIVEWAYS IN THE CITY OF MADISON ARE SHOWN ON THE PLAN. PERMITS FOR THESE DRIVE- WAYS HAVE BEEN ISSUED BY THE CITY OF MADISON AND ANY CHANGE IN THEIR LOCATION WILL REQUIRE A NEW PERMIT FROM THE CITY. EXACT NUMBER AND LOCATION ^ . OF ALL OTHER PRIVATE ENTRANCES TO BE DETERMINED BY THE ENGINEER IN THE FIELD. � Ito a I -I z w ole U U Q IW ' a trti � 5 MIN. Z 10, MIN. B ~I --I I THIS SECTION TO IBE PAID ! IFOR AS 5" CONC iSIDEWALK 5" SIDEWALK I -.20 MAX 2' TO 4' _— 2. t / To BE REPLACED IN KIND AS PART OF THIS PROJECT THIS SECTION TO BE PAID FOR AS C. B G FLOW LINE CAN BE EXTENDED TO IMPROVE APPROACH RESIDENTIAL DRIVEWAY N _J1 5' I1 i II� BV2'I 0 I SECT, B -B 1 DETAILS FOR U.S. H. 151 - I.H. 90 ROAD PROJECT F017-2(64) DANE CO. NOT TO SCALE I