12"CMP DIA. ELEV. PVC CI DI CMP VCP RCP RCAP LRCP LCPP STA. LA LB BM-2 ROW PI POT LF TH PVC

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$PLANS FOR X-REFS: FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\TITLE & INDEX PLOTTED: Thursday, May 26, 216 4:7:42 PM MAIN STREET SIDEWALK$ SURFACE CONCRETE W/ASPHALT OVERLAY LOW GRADE ASPHALT SURFACE GRANULAR SURFACE DIRT SURFACE BRICK SURFACE SURFACING REMOVAL/REPLACEMENT EARTH SECTION NEW SEWER/MANHOLE NEW SEWER/INTAKE NEW WATER MAIN

SURFACE CONCRETE W/ASPHALT OVERLAY LOW GRADE ASPHALT SURFACE GRANULAR SURFACE DIRT SURFACE BRICK SURFACE SURFACING REMOVAL/REPLACEMENT EARTH SECTION NEW SEWER/MANHOLE NEW SEWER/INTAKE NEW WATER MAIN

1 PLANS FOR X-REFS: FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\TITLE & INDEX PLOTTED: Thursday, May 26, 216 4:7:42 PM MAIN STREET SIDEWALK PHASE - 3 a W psinonoc Creek LOCATION 8 CITY OF WEST BRANCH VICINITY MAP NOT TO 8"S 18"ST 8"W 6"FM 4"G UE OHE T CTV FO OR OR OR GENERAL LEGEND SURVEY LINE & STATION INDICATOR CONCRETE SURFACE ASPHALT SURFACE CONCRETE W/ASPHALT OVERLAY LOW GRADE ASPHALT SURFACE GRANULAR SURFACE DIRT SURFACE BRICK SURFACE SURFACING REMOVAL/REPLACEMENT EARTH SECTION NEW SEWER/MANHOLE NEW SEWER/INTAKE NEW WATER MAIN NEW FORCE MAIN NEW HYDRANT NEW WATER VALVE EXISTING SANITARY SEWER AND SIZE EXISTING STORM SEWER AND SIZE EXISTING WATER MAIN AND SIZE EXISTING FORCE MAIN AND SIZE GAS MAIN AND SIZE UNDERGROUND POWER LINE OVERHEAD POWER LINE UNDERGROUND TELEPHONE LINE CABLE TELEVISION LINE FIBER OPTICS TOP OF EMBANKMENT TOE OF EMBANKMENT DRAINAGE COURSE SANITARY MANHOLE STORM WATER MANHOLE ELECTRIC MANHOLE TELEPHONE MANHOLE WATER MANHOLE CURB INTAKE AREA OR BEEHIVE INTAKE EXISTING HYDRANT EXISTING WATER VALVE GAS VALVE UTILITY POLE GUY ANCHOR STREET LIGHT SIGN TELEPHONE CABLE JUNCTION BOX TRAFFIC SIGNALS PEDESTRIAN CONTROL LIGHT RAILROAD CONTROL LIGHT RAILROAD SIGN UTILITY ACCESS COVER PARKING METER TREE EVERGREEN STUMP BUSH, SHRUB OR HE 12"CMP CULVERT; SIZE AND TYPE FLARED END SECTION RAILROAD MAILBOX FENCE (MISC.) SECURITY FENCE WOOD FENCE SILT FENCE CHAIN LINK FENCE PROPERTY LINE PROPERTY PIN SECTION CORNER PLAT BOUNDARY BUILDING ELEVATION MARKER CENTERLINE DIAMETER ELEVATION POLYVINYLCHLORIDE PIPE CAST IRON PIPE DUCTILE IRON PIPE CORRUGATED METAL PIPE VITRIFIED CLAY PIPE REINFORCED CONCRETE PIPE REINFORCED CONCRETE ARCH PIPE LINED REINFORCED CONCRETE PIPE LINED CONCRETE PRESSURE PIPE STATION LINE AHEAD LINE BACK BENCH MARK AND NUMBER RIGHT-OF-WAY POINT OF INTERSECTION POINT ON TANGENT LINEAR FEET TACKED HUB SOIL BORING AND NUMBER POINT OF VERTICAL CURVATURE POINT OF VERTICAL TANGENCY VERTICAL CURVE POINT OF CURVATURE POINT OF TANGENCY MIDDLE ORDINATE DRAWING CONTROL POINT AND NUMBER TYPICAL HIGH PRESSURE GAS INTERMEDIATE PRESSURE GAS INVERT EACH WAY, EACH FACE EACH WAY AT DRAWING NUMBER NOTE: THIS IS A GENERAL LEGEND. ITEMS MAY OR MAY NOT APPEAR ON DRAWINGS. OR SF PL C L DIA. ELEV. PVC CI DI CMP VCP RCP RCAP LRCP LCPP STA. LA LB BM-2 ROW PI POT LF TH * SB-2 PVC PVT VC PC PT MO DWG. CP-1 (TYP.) HPG IPG INV. E.W.,E.F. 3 NO. DRAWING TITLE 1 INDEX AND TITLE SHEET DRAWING INDEX DETAILS SHEETS QUANTITIES & ESTIMATE REFERENCE DEMOLITION PLAN SITE PLAN CONTROL SIDEWALK STAKING GENERAL NOTES 1. ALL ELEVATIONS ARE TO CITY OF WEST BRANCH DATUM. 2. REMOVE AND REPLACE ALL STREET SIGNS AS DIRECTED BY ENGINEER. COST IS INCIDENTAL TO. 3. SHAPE ALL DITCHES TO DRAIN AFTER. 4. CONFIRM LOCATION AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES AS REQUIRED TO ELIMINATE CONFLICTS PRIOR TO. ALLOW UTILITY PERSONNEL TO RELOCATE UTILITIES WHERE CONFLICTS OCCUR. 5. DO NOT INTERRUPT EXISTING UTILITIES OR INDIVIDUAL SERVICES UNLESS DIRECTED BY ENGINEER. 6. LOCATIONS OF LIMIT LINES SHOWN ON PLANS ARE APPROXIMATE. ENGINEER WILL LOCATE LIMITS IN FIELD. CONFINE ALL OPERATIONS, INCLUDING ACCESS TO WORK, TO LIMITS. 7. SET MANHOLE COVERS FLUSH WITH PROPOSED GRADES UNLESS OTHERWISE NOTED. 8. STATIONING IS ALONG E OF SIDEWALK, UNLESS OTHERWISE NOTED. 9. PROTECT UTILITY POLES, LINES AND APPURTENANCES NOT SHOWN FOR RELOCATION. 1. RESET ALL PROPERTY PINS DISTURBED BY ; PINS RESET BY REGISTERED LAND SURVEYOR; COST IS INCIDENTAL TO. 11. PROTECT ALL SURFACING, NOT INDICATED BY SHADING FOR REMOVAL AND REPLACEMENT FROM DAMAGE DURING. PROTECTION OF VEGETATION TREES AND OTHER VEGETATION WHICH MAY BE REMOVED ARE MARKED WITH AN "X" OVER THE APPROPRIATE SYMBOL. FOR EXAMPLE 12" INDICATES THE REMOVAL OF A 12" TREE. REPLACEMENT, BY CONTRACTOR, OF THESE ITEMS IS NOT REQUIRED. TUNNEL, INSTALL TIGHT SHEETING, HAND EXCAVATE OR EMPLOY OTHER MEANS BY ENGINEER TO PROTECT EXPOSED PORTIONS AND ROOT SYSTEMS OF TREES AND OTHER VEGETATION NOT SCHEDULED FOR REMOVAL. IF TREES AND OTHER VEGETATION NOT SCHEDULED FOR REMOVAL ARE DAMAGED DURING, REPLACE IN KIND AND SIZE AT NO COST TO CITY OR PROPERTY OWNER. TITLE AND INDEX SHEET

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2 PLOTTED: Thursday, May 26, 216 4:7:49 PM FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\DETAILS X-REFS: DETAILS

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3 PLOTTED: Thursday, May 26, 216 4:7:54 PM FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\DETAILS X-REFS: DETAILS

4 TABULATION OF UTILITIES X-REFS: FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\QUANTITIES PLOTTED: Thursday, May 26, 216 4:8:3 PM ESTIMATED ROADWAY QUANTITIES ITEM NO. ITEM UNIT TOTAL AS BUILT QUAN. 1 MOBILIZATION LS 1 2 STAKING LS 1 3 TRAFFIC CONTROL LS 1 4 PAVEMENT REMOVAL 4.1 HMA PAVEMENT SY PCC CURB LF SIDEWALK SY MILL 2" HMA SY FIXTURE ADJUSTMENT 6.1 CURB STOPS EA MANHOLE EA 2 7 MODIFIED SUBBASE CY 1 8 HMA 1M PAVEMENT TONS " PCC SIDEWALK SY CURB & GUTTER LF DETECTABLE RAMPS SF 28 ESTIMATE REFERENCE INFORMATION ITEM NO. ITEM CODE DESCRIPTION 1 MOBILIZATION LUMP SUM 2 STAKING LUMP SUM 3 TRAFFIC CONTROL LUMP SUM 4 PAVEMENT REMOVAL 4.1 HMA PAVEMENT SEE DEMOLITION SHEET, REMOVE 7" HMA PAVEMENT 2 FEET FROM CURB FOR NEW CURB FORMS. 4.2 PCC CURB SEE DEMOLITION SHEET 4.3 SIDEWALK SEE DEMOLITION SHEET, PROTECT PRIVATE PROPERTY 5 MILL 2" HMA SEE DEMOLITION SHEET MILL 2" TO APPLY NEW HMA TO BLEND ROAD TO NEW 6 FIXTURE ADJUSTMENT 6.1 CURB STOPS SEE PLAN SHEET RAISE AS NEEDED, NOTIFY PROPERTY OWNERS 6.2 MANHOLE SEE PLAN SHEET RAISE AS NEEDED 7 MODIFIED SUBBASE AS NEEDED UNDER NEW 8 HMA 1M PAVEMENT SEE PLAN SHEET APPLY TO BLEND ROAD TO NEW 9 6" PCC SIDEWALK SEE PLAN & SIDEWALK SHEET 1 CURB & GUTTER SEE PLAN & SIDEWALK SHEETS 11 DETECTABLE RAMPS SEE PLAN SHEET QUANTITIES & ESTIMATE REFERENCE

$X-REFS: 3682 Topo & Aerial FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE$

5 X-REFS: 3682 Topo & Aerial FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\DEMOLITION PLOTTED: Thursday, May 26, 216 4:8:16 PM ' 1' 2' DEMOLITION PLAN

$X-REFS: Aerial & 3682 Topo FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\PLAN PLOTTED: Thursday, May 26, 216 4:8:29 PM NOTES: ' 1' 2' 1.$

6 X-REFS: Aerial & 3682 Topo FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\PLAN PLOTTED: Thursday, May 26, 216 4:8:29 PM NOTES: ' 1' 2' 1. CONTRACTOR TO CONSTRUCT CURB ALONG BUILDING FACE IN CONJUNCTION WITH CONSTRUCTING SIDEWALK. CURB SHALL BE BUILT WITH VARYING DEGREE OF HEIGHT AND SLOPE TO MASK BUILDING FACE. COST IS INCIDENTAL TO SIDEWALK COST. 2. CONTRACTOR TO CONSTRUCT 6" SLOPED CURB PER IOWA STANDARD ROAD PLAN PV CITY WILL HAVE ELECTRICAL CONTRACTOR INSTALL CONDUIT TO LIGHT POLES ONCE PAVEMENT IS REMOVED. COORDINATE WITH CITY TO PROVIDE 1 WEEK NOTICE PRIOR TO REMOVAL. 4. INSTALL EXPANSION JOINT MATERIAL AROUND LIGHT POLE BASE. SITE PLAN

$X-REFS: 36817 Topo & 212-3-1 Arieal 2 FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION$

7 X-REFS: Topo & Arieal 2 FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\CONTROL PLOTTED: Thursday, May 26, 216 4:8:42 PM ' 2' 4' CONTROL POINT TABLE Control # Description Northing Easting Elevation CONTROL

8 Point # Raw Description Northing Easting Elevation Point # Raw Description Northing Easting Elevation Point # Raw Description Northing Easting Elevation X-REFS: Aerial & 3682 Topo & Design FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\SIDEWALK PLOTTED: Thursday, May 26, 216 4:8:59 PM ' 5' 1' SIDEWALK STAKING

9 X-REFS: Aerial & 3682 Topo & Design FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\SIDEWALK PLOTTED: Thursday, May 26, 216 4:9:4 PM Point # Raw Description Northing Easting Elevation ' 5' 1' Point # Raw Description Northing Easting Elevation Point # Raw Description Northing Easting Elevation SIDEWALK STAKING

20217 CLEAR STONE TON $14.20 $5, $ $ $ %

20217 CLEAR STONE TON $14.20 $5, $ $ $ % ACCOUNT NO: 10332-84-174-84300: 54250(91223) ACCOUNT NO: 10529-403-172: 54440 (91226) ACCOUNT NO: 10463-51-130: 54250 (91223) ACCOUNT NO: 10332-84-174-84300: 54250 (91223) 20217 CLEAR STONE 375.00 TON