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HomeMy WebLinkAboutC200 Grading and Drainage PlanSJCAFFE = 755.15 755.41 755.91 754.69 755.19 754.14 754.14 755.41 755.91 755.16 755.16 755.26 755.76 755.26 755.76 755.11 755.11 755.66 755.66 755.00 755.50 5:01:30 PM6/27/2023Model:Grading and Drainage PlanH:\Projects\2021\Engineering\21EN019_WHITE_RIVER_GREENWAY_NORTH_EXTENSION_SJCA\CAD\Sheets\C200.dgnUser:PersonalChecked:REVISIONProject #:Scale:Date:DATEDrawn:SYMSHEETSSHEET351OFBefore You Dig.Call Two Full Working Days Per Indiana State Law IC8-1-26,SJCA Inc.P RELIM IN ARY07/30/2021Field Survey:02/28/202302/28/2023Phone: (317) 566-06299102 North Meridian Street, Suite 200, Indianapolis, IN 46260NORTH TRAIL EXTENSIONWHITE RIVER GREENWAYHAMILTON COUNTY, INDIANACARMEL CLAY PARKS & RECREATION21EN019754.55753.93754.25 754.75 753.71 754.21 754.85 755.35 753.71 754.21 754.25 754.75 754.85 755.35 754754 754753752751752753755 100 101 102 103 104 754.70 754.70 MATCHLI NE 'A' EX. RIGHT-OF-WAY EX. RIGHT-OF-WAY EX. RIGHT-OF-WAYPROP. LINEP ROP . L IN E 754.70 754.70 754.92 755.42 7 55.25753.29 754.60 754.60 753.50 754.00 753.50 754.00 754.67 754.67 754.58 754.58 207 LF OF 12" RCP @ 0.31%INV = 750.14 6" PERF. SSD INV = 747.75 6" PERF. SSD BOTTOM ELEV = 749.50 PROPOSED INFILTRATION BASIN BOTTOM ELEV = 751.90 PROPOSED INFILTRATION BASINWV 8 LF OF 15" RCP @ 0.21% INV. SW = 750.14 (12") INV. NE = 750.14 (6") TC = 752.00 STR. 104 INV = 749.50 STR. 103 INV. SE= 747.75 (15") INV. NW = 747.75 (6") TC = 752.00 STR. 102 INV. SE = 747.63 (15") INV. NW = 747.73 (15") TC = 753.00 STR. 101 INV = 747.27 STR. 100 8" HDPE ROOF DRAIN 1 7 2 L F OF 1 5" R C P @ 0.2 1 %E PZZZ GAS MARKER SIGN WV WV WV SS INV. 12" PVC SE. = 747.31' INV. 12" PVC NE. = 747.46' SANITARY MANHOLE TC = 754.96' WV PZZZ FIBER VAULT RB-0 RB-0 TR TR BM IPn 740741 742 743 7437437 4 3 744 744 744745 745 745 746 746746 746 747 747 747 747 748748 748 748 749 749 749 749 750 750 750 750 751 751 751 751 752 752 752 752 752 753 753 753 753 753 754 754754 754 754 755755 755 755755GPS CONTROL CEC INCCEC INCCEC INCCEC INC ELEV. = 756.5960' BONNET BOLT OF FIRE HYDRANT TBM #6: CUT "X" ON NE R OADR IVE R WA Y H A VERT O N WHITE RIVER 31+00 32+00 33+00 34+00 35+00 P.I. 28+88.59 "A" O.P.O.C. 30+13.01, 0.02' Lt. "A" P.T. 30+14.18 "PR-A" = P.T. 30+14.60 "A" E "15'95°24 N "A" ENIL E "04'84°24 N "A-RP" ENIL E = 17.10' L = 257.89' T = 131.88' R = 500.00' PI = 28+88.59 "A" TAX ID: 29-10-23-000-003.000-018 INSTR. 2016025352 CARMEL/CLAY BOARD OF PARKS AND RECREATION C200 LEGEND GRAVEL A/CFFE EM MON SM MAG RB-0 GM WM T CB ASPHALT MH R/W GRASS MULCH CB T-P BM BENCHMARK R/W MARKER CONTROL - REBAR CONTROL - MAG NAIL CONTROL - MONUMENT CONTROL - STONE MOMUNENT CATCH BASIN - ROUND CATCH BASIN - SQUARE GRASS AREA MULCH AREA PARKING BUMPER GRAVEL AREA ASPHALT AREA FINISHED FLOOR ELEVATION T-POST POST SINGLE POST SIGN CONIFEROUS TREE DECIDUOUS TREE BUSH METER - WATER LIGHT ON POWER POLE A/C UNIT POWER POLE MANHOLE TELEPHONE MANHOLE FIRE HYDRANT GUY ROPE ANCHOR METER - ELECTRIC METER - GAS EXISTING SYMBOLS PPST WV SITE BOUNDARY EXISTING DRAINAGE PIPE EXISTING CHAIN LINK FENCE EXISTING GUARDRAIL EXISTING TREELINE EXISTING OVERHEAD UTILITY EXISTING UNDERGROUND CABLE UTILITY EXISTING UNDERGROUND ELECTRIC UTILITY EXISTING UNDERGROUND GAS UTILITY EXISTING UNDERGROUND SANITARY UTILITY EXISTING UNDERGROUND WATER UTILITY SITE BOUNDARY NOTE GENERAL SITE NOTES 030'30'60'90'1" = 30'GRADING AND DRAINAGE PLANSITE UTILITY NOTE CONTRACTOR PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. THE EXACT LOCATION OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. JULY 30, 2021. THERE MAY BE OTHER UNDERGROUND UTILITIES FOR WHICH THERE IS NO BASED UPON DATA OBTAINED DURING THE FIELD SURVEY PERFORMED BY SJCA INC. ON THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE LOCAL AND STATE STANDARDS. 13.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE DIRECTION OF TRAVEL CANNOT BE ESTABLISHED. AREAS, PATIOS, ETC. THAT ARE A PART OF THE ACCESSIBLE ROUTE WHERE A SINGLE 12.MAXIMUM SLOPE OF 2.00% IN ACCESSIBLE PARKING AREAS, SIDEWALKS, MANEUVERING THE MANUAL. ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS AS SET FORTH IN LATEST EDITIONS. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT WITH THE CITY OF CARMEL AND HAMILTON COUNTY STORMWATER SPECIFICATIONS MANUAL, 11.ALL PROPOSED STORM SEWER AND DRAINAGE APPURTENANCES SHALL BE IN CONFORMANCE 10.ALL STORM SEWER TRENCHES ARE TO BE BACKFILLED WITH GRANULAR MATERIAL. REMOVAL OR IMPORTING OF EARTH. SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR 9.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. LEAST 95 PERCENT MODIFIED PROCTOR DENSITY (ASTM D-1557). REFER TO PROJECT SUPPORTING BUILDING FOUNDATIONS AND PAVEMENT AREAS SHALL BE COMPACTED TO AT BE COMPACTED TO AT LEAST 93 PERCENT MODIFIED PROCTOR DENSITY (ASTM D-1557). FILL 8.FILL BENEATH FLOOR SLABS, ADJACENT TO FOUNDATIONS AND OVER FOUNDATIONS SHALL CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM. 7.REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING SPECIFIED. 6.SLOPES SHALL NOT BE GREATER THAN 3:1 (HORIZONTAL:VERTICAL) UNLESS OTHERWISE 5.CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 4.ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 1.00%. REQUIRED, AND COMPACTION. TOPSOIL, MASS GRADING, EXCAVATION, FILLING, UNDER CUT AND REPLACEMENT, IF 3.EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND STOCKPILLING INSTALLED. 2.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN 1.ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. INFORMATION REGARDING PROPERTY BOUNDARY, EASEMENTS, AND RIGHT-OF-WAY. SURVEY PERFORMED BY SJCA, INC. ON JULY 30, 2021. SEE RECORD SURVEYS FOR EXACT THESE PLANS WERE PREPARED WITH SURVEY INFORMATION BASED ON A TOPOGRAPHIC