GENERAL LEGEND 12"CMP
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- Eustace Goodman
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1 PLANS FOR X-REFS: west branch_ci FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\A.1 COVER PLOTTED: Monday, July 23, 212 2:44:13 PM OLIPHANT STREET SIDEWALK IMPROVEMENTS WEST BRANCH, IOWA W psinonoc a Creek REVISIONS VICINITY MAP = 1' LOCATION 8"S 18"ST 8"W 6"FM 4"G UE OHE T CTV FO OR OR OR 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 HEDGE GENERAL LEGEND 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 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 PI POT LF TH SB-2 PVC PVT VC PC PT MO DWG. CP-1 (TYP.) HPG IPG INV. E.W.,E.F. 3 AT DRAWING NUMBER NO. DRAWING TITLE A.1 INDEX AND TITLE SHEET B.1 DETAILS D.1 DEMOLITION PLAN D.2-D.5 S.1-S.3 PLAN AND PROFILE T.1 TABULATION X.1-X.5 DRAWING INDEX CURB RAMPS CROSS SECTIONS GENERAL NOTES 1. ALL ELEVATIONS ARE TO 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. STATIONING IS ALONG RIGHT EDGE SIDEWALK, UNLESS OTHERWISE NOTED. 8. PROTECT UTILITY POLES, LINES AND APPURTENANCES NOT SHOWN FOR RELOCATION. 9. RESET ALL PROPERTY PINS DISTURBED BY ; PINS RESET BY REGISTERED LAND SURVEYOR; COST IS INCIDENTAL TO. 1. 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. INDEX AND TITLE SHEET A.1
2 ALIGNMENT PLOTTED: Monday, July 23, 212 2:44:25 PM FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\B.1 X-REFS: CL VARIES EXISTING PCC OLIPHANT STREET VARIES 1.5% VARIES 4" PCC SIDEWALK PORTLAND CEMENT CONCRETE TYPICAL SIDEWALK SECTION NOT TO REVISIONS DETAILS B.1
3 X-REFS: Design Cooridor & VK Topo 29 & arieal & Boundary (edg) 212 AUTOCAD & S.1 Curb Ramps FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\DEMO PLOTTED: Monday, July 23, 212 5:39:12 PM REVISIONS ' 2' 4' ' 2' 4' DEMOLITION PLAN D.1
4 X-REFS: Design Cooridor & VK Topo 29 & Boundary (edg) 212 AUTOCAD FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\SIDEWALK PLAN AND PROFILES PLOTTED: Monday, July 23, 212 2:45:1 PM REVISIONS ' 1' 2' PLAN AND PROFILE D.2
5 X-REFS: Design Cooridor & VK Topo 29 & Boundary (edg) 212 AUTOCAD FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\SIDEWALK PLAN AND PROFILES PLOTTED: Monday, July 23, 212 2:45:11 PM REVISIONS ' 1' 2' PLAN AND PROFILE D.3
6 X-REFS: Design Cooridor & VK Topo 29 & Boundary (edg) 212 AUTOCAD FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\SIDEWALK PLAN AND PROFILES PLOTTED: Monday, July 23, 212 2:45:21 PM REVISIONS ' 1' 2' PLAN AND PROFILE D.4
7 X-REFS: Design Cooridor & VK Topo 29 & Boundary (edg) 212 AUTOCAD FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\SIDEWALK PLAN AND PROFILES PLOTTED: Monday, July 23, 212 2:45:31 PM REVISIONS ' 1' 2' PLAN AND PROFILE D.5
8 X-REFS: Design Cooridor & VK Topo 29 & Boundary (edg) 212 AUTOCAD FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\S.1 CURB RAMPS PLOTTED: Monday, July 23, 212 2:45:52 PM REVISIONS SIDEWALK COMPLIANCE * DO NOT INCLUDE CURB SEE S SHEETS POINT TO POINT SIDEWALK DESCRIPTION DISTANCE* ELEVATION SLOPE RANGE FOR INFORMATION ONLY: REMARKS FT FT % % POINT NORTHING EASTERN ELVATION RAMP RUNNING SLOPE % 5.% to 8.3% EXISTING RAMP CROSS SLOPE % 1.5% to 2% RAMP RAMP RUNNING SLOPE % 5.% to 8.3% LANDING RAMP CROSS SLOPE % 1.5% to 2% LANDING LANDING % 1.5% to 2% RAMP LANDING % 1.5% to 2% EXISTING LANDING % 1.5% to 2% LANDING LANDING % 1.5% to 2% EXISTING RAMP CROSS SLOPE % 1.5% to 2% EXISTING RAMP RUNNING SLOPE % 5.% to 8.3% Match Point RAMP RAMP CROSS SLOPE % 1.5% to 2% LANDING RAMP RUNNING SLOPE % 5.% to 8.3% Match Point EXISTING RAMP RUNNING SLOPE % 5.% to 8.3% Match Point RAMP LANDING RAMP RUNNING SLOPE % 5.% to 8.3% LANDING RAMP CROSS SLOPE % 5.% to 8.3% RAMP RAMP RUNNING SLOPE % 5.% to 8.3% EXISTING RAMP CROSS SLOPE % 5.% to 8.3% RAMP LANDING % 1.5% to 2% LANDING LANDING % 1.5% to 2% RAMP LANDING % 1.5% to 2% EXISTING LANDING % 1.5% to 2% LANDING RAMP RUNNING SLOPE % 5.% to 8.3% RAMP RAMP CROSS SLOPE % 1.5% to 2% EXISTING RAMP RUNNING SLOPE % 5.% to 8.3% EXISTING RAMP CROSS SLOPE % 1.5% to 2% RAMP RAMP RUNNING SLOPE % 5.% to 8.3% RAMP RAMP RUNNING SLOPE % 5.% to 8.3% RAMP RAMP CROSS SLOPE % 1.5% to 2% EXISTING RAMP RUNNING SLOPE % 5.% to 8.3% RAMP RAMP RUNNING SLOPE % 5.% to 8.3% LANDING RAMP RUNNING SLOPE % 5.% to 8.3% LANDING RAMP RUNNING SLOPE % 5.% to 8.3% EXISTING RAMP RUNNING SLOPE % 5.% to 8.3% EXISTING RAMP RUNNING SLOPE % 5.% to 8.3% RAMP LANDING RAMP RUNNING SLOPE % 5.% to 8.3% RAMP RAMP CROSS SLOPE 5...% 1.5% to 2% EXISTING RAMP RUNNING SLOPE % 5.% to 8.3% EXISTING RAMP CROSS SLOPE 5...% 1.5% to 2% RAMP LANDING % 1.5% to 2% RAMP LANDING 5...% 1.5% to 2% RAMP LANDING % 1.5% to 2% RAMP LANDING 5...% 1.5% to 2% EXISTING RAMP RUNNING SLOPE % 5.% to 8.3% LANDING RAMP CROSS SLOPE % 1.5% to 2% LANDING RAMP RUNNING SLOPE % 5.% to 8.3% EXISTING RAMP CROSS SLOPE 5...% 1.5% to 2% RAMP RAMP RAMP RUNNING SLOPE % 5.% to 8.3% RAMP RAMP CROSS SLOPE % 1.5% to 2% RAMP RAMP RUNNING SLOPE % 5.% to 8.3% EXISTING RAMP CROSS SLOPE % 1.5% to 2% LANDING LANDING % 1.5% to 2% LANDING LANDING % 1.5% to 2% EXISTING LANDING % 1.5% to 2% EXISTING LANDING % 1.5% to 2% RAMP RUNNING SLOPE % 5.% to 8.3% RAMP CROSS SLOPE % 1.5% to 2% RAMP RUNNING SLOPE % 5.% to 8.3% RAMP CROSS SLOPE % 1.5% to 2% LANDING % 1.5% to 2% LANDING % 1.5% to 2% LANDING % 1.5% to 2% LANDING % 1.5% to 2% RAMP RUNNING SLOPE % 5.% to 8.3% RAMP CROSS SLOPE % 1.5% to 2% RAMP RUNNING SLOPE % 5.% to 8.3% CURB RAMPS - TABULATION S.1
9 X-REFS: Design Cooridor & VK Topo 29 & Boundary (edg) 212 AUTOCAD FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\S.1 CURB RAMPS PLOTTED: Monday, July 23, 212 2:45:58 PM REVISIONS ' 5' 1' CURB RAMPS - ORANGE ST S.2
10 X-REFS: Design Cooridor & VK Topo 29 & Boundary (edg) 212 AUTOCAD FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\S.1 CURB RAMPS PLOTTED: Monday, July 23, 212 2:46:3 PM REVISIONS ' 5' 1' CURB RAMPS - NORTHSIDE DR S.3
11 X-REFS: VK Topo 29 & Boundary (edg) 212 AUTOCAD & arieal & Easement & S.1 Curb Ramps & Design Cooridor BENDA ALIGNMENT FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\DESIGN COORIDOR PLOTTED: Monday, July 23, 212 2:46:11 PM REVISIONS Station Cut Area (SF) Fill Area (SF) Total Volume Table Cut Vol Fill Vol Cumulative Cut Vol Cumulative Fill Vol Net Vol Station Cut Area (SF) Fill Area (SF) Total Volume Table Cut Vol Fill Vol Cumulative Cut Vol Cumulative Fill Vol Net Vol Station Cut Area (SF) Fill Area (SF) Total Volume Table Cut Vol Fill Vol Cumulative Cut Vol Cumulative Fill Vol Net Vol TABULATIONS T.1
12 X-REFS: VK Topo 29 & Boundary (edg) 212 AUTOCAD & arieal & Easement & S.1 Curb Ramps & Design Cooridor BENDA ALIGNMENT FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\DESIGN COORIDOR PLOTTED: Monday, July 23, 212 2:46:18 PM REVISIONS 1 ft 11 ft 1 ft 6 ft 6 ft 3 ft 3 ft 5 ft 5 ft CROSS SECTIONS X.1
13 X-REFS: VK Topo 29 & Boundary (edg) 212 AUTOCAD & arieal & Easement & S.1 Curb Ramps & Design Cooridor BENDA ALIGNMENT FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\DESIGN COORIDOR PLOTTED: Monday, July 23, 212 2:46:23 PM REVISIONS 1 ft 2 ft 14 ft 15 ft 12 ft 12 ft 13 ft 13 ft 12 ft 12 ft 12 ft 12 ft 1 ft 11 ft 11 ft 11 ft CROSS SECTIONS X.2
14 X-REFS: VK Topo 29 & Boundary (edg) 212 AUTOCAD & arieal & Easement & S.1 Curb Ramps & Design Cooridor BENDA ALIGNMENT FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\DESIGN COORIDOR PLOTTED: Monday, July 23, 212 2:46:28 PM REVISIONS 1 ft 1 ft 1 ft 1 ft 4 ft 1 ft 1 ft 3 ft 3 ft 3 ft 3 ft 5 ft 5 ft 2 ft 3 ft CROSS SECTIONS X.3
15 X-REFS: VK Topo 29 & Boundary (edg) 212 AUTOCAD & arieal & Easement & S.1 Curb Ramps & Design Cooridor BENDA ALIGNMENT FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\DESIGN COORIDOR PLOTTED: Monday, July 23, 212 2:46:33 PM REVISIONS 9 ft 11 ft 12 ft 12 ft CROSS SECTIONS X.4
16 X-REFS: VK Topo 29 & Boundary (edg) 212 AUTOCAD & arieal & Easement & S.1 Curb Ramps & Design Cooridor BENDA ALIGNMENT FILE PATH: Z:\WEST BRANCH SIDEWALK IMPROVEMENTS SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\DESIGN COORIDOR PLOTTED: Monday, July 23, 212 2:46:38 PM REVISIONS -1 ft 5 ft CROSS SECTIONS X.5
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