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- STANDARD ABBREVIATIONS � �J1LIxE s iE do' I,0' 110' ti o' a i' NORMAL R. WILL EXCAVATION a. SORROW S` R• ROCK EXCAVATION /P_IT-_ MomS -MAT-7 AT POINT REFERRED TO ON PROFILE E a i • EXCAVATION BELOW iWORAdE C,P . CULVERT 4/ _..r. "' •;1 ` w F 1 i # FOUND IRON STAKE L HE LIMITED HIGHWAY EASEMENT NORMAL - 4�..,7 I �^pOPMF� F. P-. FENCE POST T. ROUNl?INO LN. • LINE SLOPE 14, "CR H D_GRAVEL,OR CRUAH9,0. -,�SUSQRP�'�gl ,> 0 ANGLE SONE 6A'UB A VA oPSOIL APPROVED DETAIL DRAWINGS 4" SALVAGED TOPSOIL HALF SECTION IN FILL HALF SECTION IN CUT ARE AS FOLLOWS TYPICAL FINISHED SECTION MORTAR RUSGLE MASONRY OR RIPRAP FOR CVLVEIIT • CATTLE PASSCIONUA-t 4 y APRON ENOWALLS I'" CULVERT PIPE 0 PIPE ARCH STA 0+00 — ISS + 25 CATTLE PASS 172-11TEIIVF CONC N C. 0,0 (ALTERNATES? 8-7 I, MARKER POSTS 0 NARKER POSTS FOR RIGHT -OFA -WAY 7 STA. 155 + 25 — 157 + 25 RT CONSTRUCTION BARRICADE 7-4 15 STA, 157 + 25 - 205 + 94.9 DITCH CHECKS, MORTAR RUGSLE MASONRY 0 BOO 4-1 y 1 DESIGN B LAYOUT OCTAILS FOR SIOEROADS AT GRADE INTERSECTIONS 9-1 1 4 STRUCTURAL PLATE PIPE ARCH S• CORRVOATEO METAL PIPE ARCH 4-5 y 1 STEEL PLATE BEAM GUARD 0 STEEL PLATE BEAM MEDIAN GUARD 7-2 41t LANDMARK REFERENCE MONUMENTS It•1. L2 SOODSW. OACKSLON FLUME 0 INTERSEPTMG E01OANR4RNT B-2 1 4 TYPICAL HALF SECTION — ROCK CUT TYPICAL HALF SECTION— BITUMINOUS CURB STA 155 +25 - 157 + 25 LT. a I URIINVUQ vr. .11 A LINE - LT. 8 RT. 8 LINE - RT. D LINE - LT, C LINE - RT E LINE - RT. F LINE - RT. G LINE - LT. * NOTE: SIDEROADS A -D BE TO BE 11 ' WIDE 8 2 1/2" THICK. GENERAL NOTES 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% - 40% 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 SLOP TO AN APPROXIMATE 4" OEP7H 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. TO, 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 B LIGHT CO. MT. HOREB TELEPHONE CO. MT. VERNON TELEPHONE CO.