GENERAL LEGEND 12"CMP - PDF Free Download

PLANS FOR X-REFS: west branch_ci FILE PATH: Z:\WEST BRANCH 36863 SIDEWALK IMPROVEMENTS 212 - 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 855.55 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. E.W. @ 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

ALIGNMENT PLOTTED: Monday, July 23, 212 2:44:25 PM FILE PATH: Z:\WEST BRANCH 36863 SIDEWALK IMPROVEMENTS 212 - 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

X-REFS: Design Cooridor & VK Topo 29 & arieal & Boundary (edg) 212 AUTOCAD & S.1 Curb Ramps FILE PATH: Z:\WEST BRANCH 36863 SIDEWALK IMPROVEMENTS 212 - SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\DEMO PLOTTED: Monday, July 23, 212 5:39:12 PM REVISIONS ' 2' 4' ' 2' 4' DEMOLITION PLAN D.1

X-REFS: Design Cooridor & VK Topo 29 & Boundary (edg) 212 AUTOCAD FILE PATH: Z:\WEST BRANCH 36863 SIDEWALK IMPROVEMENTS 212 - 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

X-REFS: Design Cooridor & VK Topo 29 & Boundary (edg) 212 AUTOCAD FILE PATH: Z:\WEST BRANCH 36863 SIDEWALK IMPROVEMENTS 212 - SRTS - OLIPHANT\DRAWINGS\_PRODUCTION DRAWINGS\S.1 CURB RAMPS PLOTTED: Monday, July 23, 212 2:45:52 PM REVISIONS SIDEWALK COMPLIANCE 113-1 6-22-11 * 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 112 113 RAMP RUNNING SLOPE 5. -.31-6.2% 5.% to 8.3% 111 617456.41 222845.73 776.57 EXISTING 113 114 RAMP CROSS SLOPE 5..8 1.6% 1.5% to 2% 112 617453.98 222845.8 776.54 RAMP 114 115 RAMP RUNNING SLOPE 5..31 6.2% 5.% to 8.3% 113 617448.98 222845.95 776.85 LANDING 115 112 RAMP CROSS SLOPE 5. -.8-1.6% 1.5% to 2% 114 617449.12 22285.94 776.77 LANDING 113 117 LANDING 5..8 1.6% 1.5% to 2% 115 617454.12 22285.8 776.46 RAMP 117 1111 LANDING 5..7 1.4% 1.5% to 2% 116 617455. 22285.77 776.42 EXISTING 1111 114 LANDING 5. -.7-1.4% 1.5% to 2% 117 617443.98 222846.9 776.77 LANDING 114 113 LANDING 5. -.8-1.6% 1.5% to 2% 118 617428.99 222846.51 774.79 EXISTING 117 1111 RAMP CROSS SLOPE 5..7 1.4% 1.5% to 2% 119 617429.1 22285.35 774.77 EXISTING 117 118 RAMP RUNNING SLOPE 15. 1.98 13.2% 5.% to 8.3% Match Point 111 617439.1 22285.23 776.12 RAMP 118 119 RAMP CROSS SLOPE 3.84.2.52% 1.5% to 2% 1111 617444.13 222851.9 776.7 LANDING 119 111 RAMP RUNNING SLOPE 1. -1.35-13.5% 5.% to 8.3% Match Point 121 617484.61 222844.85 777.29 EXISTING 111 1111 RAMP RUNNING SLOPE 5.1 -.58-11.37% 5.% to 8.3% Match Point 122 617486.75 222844.78 777.37 RAMP 123 617494.42 222844.55 777.85 LANDING 122 123 RAMP RUNNING SLOPE 7.67 -.48-6.26% 5.% to 8.3% 124 617494.57 222849.55 777.78 LANDING 123 124 RAMP CROSS SLOPE 5..7 1.4% 5.% to 8.3% 125 617486.9 222849.78 777.3 RAMP 124 125 RAMP RUNNING SLOPE 7.68.48 6.25% 5.% to 8.3% 126 617494.9 222859.92 777.22 EXISTING 125 122 RAMP CROSS SLOPE 5. -.7-1.4% 5.% to 8.3% 127 617494.87 222859.3 777.26 RAMP 123 124 LANDING 5..7 1.4% 1.5% to 2% 128 617499.57 222849.39 777.85 LANDING 124 128 LANDING 5. -.7-1.4% 1.5% to 2% 129 617499.87 222858.87 777.33 RAMP 128 1211 LANDING 5. -.8-1.6% 1.5% to 2% 121 617499.95 222861.6 777.26 EXISTING 1211 123 LANDING 5..8 1.6% 1.5% to 2% 1211 617499.41 222844.4 777.93 LANDING 127 124 RAMP RUNNING SLOPE 9.49 -.52-5.48% 5.% to 8.3% 1212 617499.95 22284.39 778.8 RAMP 124 128 RAMP CROSS SLOPE 5. -.7-1.4% 1.5% to 2% 1213 617498.84 22282.29 778.83 EXISTING 128 129 RAMP RUNNING SLOPE 9.48.52 5.48% 5.% to 8.3% 1214 617494.66 22282.4 778.85 EXISTING 129 127 RAMP CROSS SLOPE 5..7 1.4% 1.5% to 2% 1215 617495.13 22284.16 778.2 RAMP 1211 1212 RAMP RUNNING SLOPE 4.4 -.15-3.71% 5.% to 8.3% 1216 617499.7 222825.35 778.64 RAMP 1212 1213 RAMP RUNNING SLOPE 2.13 -.75-3.73% 5.% to 8.3% 1217 617495.35 222825.74 778.56 RAMP 1213 1214 RAMP CROSS SLOPE 4.18 -.2 -.48% 1.5% to 2% 131 617495.9 222891.97 776.81 EXISTING 1214 1215 RAMP RUNNING SLOPE 19.76.83 4.2% 5.% to 8.3% 132 617495.93 222892.82 776.85 RAMP 1215 123 RAMP RUNNING SLOPE 4.45.17 3.82% 5.% to 8.3% 133 617495.99 222894.81 776.88 LANDING 1212 1216 RAMP RUNNING SLOPE 15.4 -.56-3.72% 5.% to 8.3% 134 617496.14 222899.81 776.95 LANDING 1216 1213 RAMP RUNNING SLOPE 5.14 -.19-3.7% 5.% to 8.3% 135 617497.76 2228114.77 778.6 EXISTING 1214 1217 RAMP RUNNING SLOPE 5.38.29 5.39% 5.% to 8.3% 136 61751.61 2228114.65 778.5 EXISTING 1217 1215 RAMP RUNNING SLOPE 14.42.54 3.74% 5.% to 8.3% 137 61751.14 222899.66 776.95 RAMP 138 6175.99 222894.66 776.88 LANDING 132 133 RAMP RUNNING SLOPE 2. -.3-1.5% 5.% to 8.3% 139 6175.92 222892.66 776.85 RAMP 133 138 RAMP CROSS SLOPE 5...% 1.5% to 2% 131 6175.91 222889.95 776.93 EXISTING 138 139 RAMP RUNNING SLOPE 2..3 1.5% 5.% to 8.3% 211 617966.69 222826.73 736.6 EXISTING 139 132 RAMP CROSS SLOPE 5...% 1.5% to 2% 212 617966.8 222826.73 736.64 RAMP 133 134 LANDING 5. -.7-1.5% 1.5% to 2% 213 617961.8 222826.76 736.95 RAMP 134 137 LANDING 5...% 1.5% to 2% 214 617961.11 2228211.75 737.2 RAMP 137 138 LANDING 5..7 1.5% 1.5% to 2% 215 617966.11 2228211.73 736.71 RAMP 138 133 LANDING 5...% 1.5% to 2% 216 617967.1 2228211.72 736.53 EXISTING 134 135 RAMP RUNNING SLOPE 15.4-1.11-7.35% 5.% to 8.3% 217 617956.8 222826.79 737.2 LANDING 135 136 RAMP CROSS SLOPE 3.85.1.17% 1.5% to 2% 218 617956.12 2228211.79 737.1 LANDING 136 137 RAMP RUNNING SLOPE 15. 1.1 7.33% 5.% to 8.3% 221 617993.18 222826.56 736.55 EXISTING 137 134 RAMP CROSS SLOPE 5...% 1.5% to 2% 222 617993.69 222826.56 736.59 RAMP 223 618.1 222826.53 736.99 RAMP 212 213 RAMP RUNNING SLOPE 5. -.31-6.25% 5.% to 8.3% 224 618.13 2228211.52 737.7 RAMP 213 214 RAMP CROSS SLOPE 4.99 -.7-1.5% 1.5% to 2% 225 617993.72 2228211.56 736.66 RAMP 214 215 RAMP RUNNING SLOPE 5..31 6.25% 5.% to 8.3% 226 617992.87 2228211.57 736.58 EXISTING 215 212 RAMP CROSS SLOPE 5..7 1.5% 1.5% to 2% 227 6185.1 222826.49 737.4 LANDING 213 217 LANDING 5. -.7-1.5% 1.5% to 2% 228 6185.14 2228211.49 737.12 LANDING 217 218 LANDING 5. -.8-1.5% 1.5% to 2% 229 6185.18 2228216.49 736.86 EXISTING 218 214 LANDING 5..8 1.5% 1.5% to 2% 221 6181.34 2228216.52 736.88 EXISTING 214 213 LANDING 4.99.7 1.5% 1.5% to 2% 222 223 RAMP RUNNING SLOPE 6.41 -.4-6.25% 5.% to 8.3% 223 224 RAMP CROSS SLOPE 4.99 -.7-1.5% 1.5% to 2% 224 225 RAMP RUNNING SLOPE 6.41.4 6.25% 5.% to 8.3% 225 222 RAMP CROSS SLOPE 5..7 1.5% 1.5% to 2% 223 227 LANDING 5. -.5-1.% 1.5% to 2% 227 228 LANDING 5. -.7-1.5% 1.5% to 2% 228 224 LANDING 5.1.5 1.% 1.5% to 2% 224 223 LANDING 4.99.7 1.5% 1.5% to 2% 228 229 RAMP RUNNING SLOPE 5..26 5.1% 5.% to 8.3% 229 221 RAMP CROSS SLOPE 3.83 -.2 -.5% 1.5% to 2% 221 224 RAMP RUNNING SLOPE 5.15 -.19-3.61% 5.% to 8.3% CURB RAMPS - TABULATION S.1

X-REFS: VK Topo 29 & Boundary (edg) 212 AUTOCAD & arieal & Easement & S.1 Curb Ramps & Design Cooridor 212-7-1 BENDA ALIGNMENT FILE PATH: Z:\WEST BRANCH 36863 SIDEWALK IMPROVEMENTS 212 - 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