CTHA-WEST-COUNTY-LINE-DALEYVILLERD_S1001(1)

Home Browse Search

TYPICAL FINISHED SECTION STA. 0 +00 - 69+00 " 69 + 00 - 70 + 50 LT. 70+50 - 75+00 TYPICAL HALF SECTION -CURB BI GUTTER TYPICAL HALF SECTION- BITUMINOUS CURB STA. 75 +00 - 88+ 02.6 STA. 69 +00 - 70 + 50 RT. tIITUMINVUb A LINE - RT. B LINE - RT. *D LINE - RT. C LINE - LT. STANDARD ABBREVIATIONS C • COMMON EXCAVATION F • FILL B • BORROW R= ROCK EXCAVATION E.B.S.EXCAVATION BELOW SUBGRADE C.P. CULVERT PIPE F.I.S. - FOUND IRON STAKE L. H.E.- LIMITED HIGHWAY EASEMENT T. C. - TOP CURB F.P. • FENCE POST LN.• LINE APPROVED DETAIL DRAWINGS ARE AS FOLLOWS CONCRETE CURB, GUTTER. COMBINATION CURB 9 GUTTER, SURFACE DRAIN APRON ENOWALLS FOR CULVERT PIPE B PIPE ARCH CATTLE PASS (72") REINF. CONIC 4 C.M.P. (ALTERNATES) MARKER POSTS B MARKER POSTS FOR RIGHT-OF-WAY 7-1.3.3 CONSTRUCTION BARRICADE 7-4.1.15 DITCH CHECKS, MORTAR RUBBLE MASONRY 8 SOD 8-1 .3.1 DESIGN B LAYOUT DETAILS FOR SIDEROADS AT GRADE INTERSECTIONS 4-1 1.4 GENERAL NOTES TAPER CURB AND GUTTER FROM 6" TO 0" IN 10'-0" ON APPROACH ENDS. ALL INTERSECTIONS SHALL BE TYPE "E" AS SHOWN ON STANDARD DETAIL DRAWING 9-1.1.4 NO TREES ARE TO BE REMOVED WITHOUT THE APPROVAL OF THE ENGINEER. SHRINKAGE VARIABLE ESTIMATED AT 0% - 4096. THE EXACT LOCATION OF PRIVATE ENTRANCES TO BE DETERMINED IN THE FIELD BY THE ENGINEER. SALVAGED TOPSOIL TO BE PLACED ON ALL CUT AND FILL SLOPI TO AN APPROXIMATE 4" DEPTH AT TIME OF PLACING. ALL RIGHT-OF-WAY EXCLUSIVE OF THE ROADBED AND AREAS ALREADY COVERED WITH SUITABLE GRASSES SHALL BE FERTILIZED AND SEEDED. WHEN THE QUANTITY OF THE ITEMS OF SUBBASE, BASE OR SURFACE COURSE IS MEASURED FOR PAYMENT BY THE TON OR CU. YD., THE DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEER. BEARINGS SHOWN ON THIS PLAN ARE MAGNETIC. ALL EXISTING UTILITIES TO BE ADJUSTED BY UTILITY CONCERNED. NO TREES ARE TO BE REMOVED FROM LIMITED HIGHWAY EASEMENTS WITHOUT APPROVAL OF PROPERTY OWNER. CURVE DATA BASED ON ARC DEFINITION. NO ROCK UNDERCUT WILL BE REQUIRED BELOW SUBGRADE EXCEPT THAT WHICH IS NECESSARY TO DRAIN UNDRAINED POCKETS IN THE ROCK SURFACE. EXCAVATION BELOW SUBGRADE IS NOT USED TO! BALANCE YARDAGE AND IS NOT SHOWN ON THE CROSS-SECTIONS,BUT IS MEASURED AND PAID FOR AS UNCLASSIFIED EXCAVATION. EXACT LOCATION OF PRIVATE ENTRANCES WILL BE LOCATED BY THE ENGINEER IN THE FIELD. PUBLIC UTILITIES WISCONSIN POWER & LIGHT CO. MT. HOREB TELEPHONE CO. GENERAL TELEPHONE CO. MT. VERNON TELEPHONE CO. 1 warTOTAL .wager NUMOK" SHEM SIOOIO) 2.0 3 9 STANDARD ABBREVIATIONS C • COMMON EXCAVATION F • FILL B • BORROW R= ROCK EXCAVATION E.B.S.EXCAVATION BELOW SUBGRADE C.P. CULVERT PIPE F.I.S. - FOUND IRON STAKE L. H.E.- LIMITED HIGHWAY EASEMENT T. C. - TOP CURB F.P. • FENCE POST LN.• LINE APPROVED DETAIL DRAWINGS ARE AS FOLLOWS CONCRETE CURB, GUTTER. COMBINATION CURB 9 GUTTER, SURFACE DRAIN APRON ENOWALLS FOR CULVERT PIPE B PIPE ARCH CATTLE PASS (72") REINF. CONIC 4 C.M.P. (ALTERNATES) MARKER POSTS B MARKER POSTS FOR RIGHT-OF-WAY 7-1.3.3 CONSTRUCTION BARRICADE 7-4.1.15 DITCH CHECKS, MORTAR RUBBLE MASONRY 8 SOD 8-1 .3.1 DESIGN B LAYOUT DETAILS FOR SIDEROADS AT GRADE INTERSECTIONS 4-1 1.4 GENERAL NOTES TAPER CURB AND GUTTER FROM 6" TO 0" IN 10'-0" ON APPROACH ENDS. ALL INTERSECTIONS SHALL BE TYPE "E" AS SHOWN ON STANDARD DETAIL DRAWING 9-1.1.4 NO TREES ARE TO BE REMOVED WITHOUT THE APPROVAL OF THE ENGINEER. SHRINKAGE VARIABLE ESTIMATED AT 0% - 4096. THE EXACT LOCATION OF PRIVATE ENTRANCES TO BE DETERMINED IN THE FIELD BY THE ENGINEER. SALVAGED TOPSOIL TO BE PLACED ON ALL CUT AND FILL SLOPI TO AN APPROXIMATE 4" DEPTH AT TIME OF PLACING. ALL RIGHT-OF-WAY EXCLUSIVE OF THE ROADBED AND AREAS ALREADY COVERED WITH SUITABLE GRASSES SHALL BE FERTILIZED AND SEEDED. WHEN THE QUANTITY OF THE ITEMS OF SUBBASE, BASE OR SURFACE COURSE IS MEASURED FOR PAYMENT BY THE TON OR CU. YD., THE DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE PLANS IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF THE MATERIAL AS DIRECTED BY THE ENGINEER. BEARINGS SHOWN ON THIS PLAN ARE MAGNETIC. ALL EXISTING UTILITIES TO BE ADJUSTED BY UTILITY CONCERNED. NO TREES ARE TO BE REMOVED FROM LIMITED HIGHWAY EASEMENTS WITHOUT APPROVAL OF PROPERTY OWNER. CURVE DATA BASED ON ARC DEFINITION. NO ROCK UNDERCUT WILL BE REQUIRED BELOW SUBGRADE EXCEPT THAT WHICH IS NECESSARY TO DRAIN UNDRAINED POCKETS IN THE ROCK SURFACE. EXCAVATION BELOW SUBGRADE IS NOT USED TO! BALANCE YARDAGE AND IS NOT SHOWN ON THE CROSS-SECTIONS,BUT IS MEASURED AND PAID FOR AS UNCLASSIFIED EXCAVATION. EXACT LOCATION OF PRIVATE ENTRANCES WILL BE LOCATED BY THE ENGINEER IN THE FIELD. PUBLIC UTILITIES WISCONSIN POWER & LIGHT CO. MT. HOREB TELEPHONE CO. GENERAL TELEPHONE CO. MT. VERNON TELEPHONE CO. 1