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NE' E 7'.30+ otX —� � ...._� DO?D'A 5' CONC. S.W. I/2+ EXPANSION JOINT I 1 CDNC. C. Ei G. 30+ TYPE A GL TYPICAL IINISHED SECTION STA. 593*52,- 596+38 �9•CONC. PAV'T(REINFORCED) S'GRAVEL OR CRUSHED STONE BASE 5 CONC, S.W. � TOPSOIL# 00 C- C. a G. I 30+ TYPE A it NOTE : 1 I %" PIPE - BLACK STEEL JOINTS MAY BE WELDED OR WITH FITTINGS. IMBED POSTS 6" INTO CURB SECTION A - A G SIDEWALK 'ANSION JOINT fi' CURB STA 581#50 - 593+52 DETAIL OF CONCRETE STEPS AND RAILING EXPANSION JOINT EXPANSION JOINT 1 v STEPS E" CURS ra '•4 BAR SECTION B -B GENERAL NOTES CONTINUED WHERE LIMIT OF CONCRETE DRIVEWAY REMOVAL DOES NOT COINCIDE WITH A CONSTRUCTION JOINT, THE PAVEMENT IS TO BE SAWED. ALL CONCRETE DRIVEWAYS ARE TO BE REINFORCED WITH WELDED WIRE FABRIC SX6-4/4 - 5640/100 FT.' CONCRETE SIDEWALK REMOVAL INCLUDES REMOVAL OF CONCRETE STEPS AT DRUG STORE, INSU RANCE BUILDING AND BANK BUILDING AND.ALSO STEEL STEPS AT BANK BUILOING- ALL LAWN SLOPES BETWEEN STA. 563+81 LEFT AND 587,50 LEFT ARE TO BE SODDED. EAST DOORWAY TO BASEMENT OF BANK BUILDING WILL BE BLOCKED OFF BY OTHERS. WEST DOORWAY TO BASEMENT WILL BE PARTIALLY BLOCKED OFF BY OTHERS, CONTRACTOR IS TO REMOVE EXISTING STEPS, BACKFILL EXCAVATION WITH COMPACTED SAND, AND CONSTRUCT NEW CONCRETE SIDEWALK ACCORDING TO -PLANS. BACKFILL INCIDENTAL TO SIDEWALK. WHERE STORM SEWER INLETS ARE IN SERIES, THEY ARE TO BE INTERCONNECTED BY MINIMUM IB+ DIAMETER OPENING. , THE REMOVAL OF ALL OF THE EXISTING SIGNAL SUPPORTS SHALL BE CONSIDERED INCIDENTAL TO THE GRADING OPERATIONS. WHEN THE QUANTITY OF THE ITEMS OF BASE IS MEASURED FOR PAYMENT BY THE TON OR CUBIC YARD THE DEPTH OR THICKNESS OF THE COURSE SHOWN ON THE PLANS IS APPROXIMATE. AND THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF THE MATERIALAS DIRECTED BY THE ENGINEER. - I PROJECT BEET Nl3N BEP z T 91# SETS T017-2(44) 2 1/2 • 111 • II. I GENERAL NOTES CONTRACTION JOINT SPACING 50', EXCEPT AS OTHERWISE SHOWN ON PLANS I � I NO TREES TO BE REMOVED WITHOUT THE APPROVAL OF THE ENGINEER. C y, TOPSOIL OR SALVAGED TOPSOIL TO RE PLACED ON ALL FILL AND CUT SLOPES AND BETWEEN CURB AND SIDEWALK TO AN 4PPROXIMATE DEPTH OF AT TIME OF PLACING. If 'I ALL RIGHT OF WAY AND EASEMENT AREAS, EXCLUSIVE OF THE ROADWAY, SIDEWALKS AND AREAS ALREADY COVERED WITH SUITABLE GRASSES, SHALL BE FERTILIZED, SEEDED AND MULCHED,OR SODDED. EXACT NUMBER AND LOCATION OF PRIVATE ENTRANCES TO BE DETERMINED {L BY THE ENGINEER IN THE FIELD. GRATE ELEVATIONS SHOWN ARE 2• BELOW,FLOW LINE OF GUTTER 141 rL BEARINGS ARE MAGNETIC BEARWGS. ABBREVIATIONS UNCL. + UNCLASSIFIED EXCAVATION F. FILL [f L.H.E LIMITED HIGHWAY EASEMENT M.H. MANHOLE], C.B. = CATCH BASIN I, INL. = INLET I! R.C.P. - REINFORCED CONCRETE PIPE 1 S.S. • .STORM SEWER SAN. S. + SANITARYISEWER PD PRIVATE DppRIVE. SYMBOLS I I III LIGHT POLE 1 i FIRE HYDRANT e • WATER VALVEI 0 • GAS VALVE I ® OR EMIINLET I e SIGN Q = MANHCLE • REMOVE CDNC, SIDEWALK = REMOVE TREE D TRAFFICySIGNAL ,w- POLL ANCHOR Y STANDARD DETAIL',DRAWING DETAIL { PLATE NO. CATCH BASINS 8 INLET COVERS 5- 3:4.7. INLETS 5-3.5.21 _ MANHOLES '� 5-3.7.2. MANHOLE COVERS ' 5-3.8.2. CONCRETE PAVEMENT REINF.� LONGITUDINAL JOINTS CDNC. PAV'T 4-4.4.8 - TRANSVERSE JOINTS CDNC RAV'T 4-4.8.10 CONSTRUCTION BARRICADE 7-4.1.4 METAL 8 FIBER CONDUIT } / 8-5.1.6 - TYPICAL CROSS SECTI ON �. F O R 1- I� I VERONA AVENUE PRO E Cl T.017-2(44) DACE G'10,VNTY U.S.H.151 I