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HomeMy WebLinkAboutC300CARMEL-CLAY PARKS & RECREATION BOARD TRACT A - INSTR. #9809807935 TRACT B - INSTR. #9809807936 W W WEEEEEEEEEEEEEEC C C C G G GEEEOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUEN00°09'42"W 761.17'S89°59'52"W 775.74'S00°08'28"W 894.61'N41°05'18"E 174.60'WSEDDDD DDDDDDDDDDDDDDDD DDDD D D D D DD D DDDDDDDDDDDDDD D DDDD D D D D DD DDD D DDDDDDDDDDDDSPEARS SPEARS SPEARS SPEARS SPEARS SPEARS SPEARS SPEARS SPEARS SPEARS SPEARS SPEARS SPEARSSPEARS SPEARS SPEARS SPEARS SPEARS SPEARS SPEARS SPEARS SPEARS SPEARS POND EMERGENCY SPILLWAY POND SUBDRAIN MONITORING WELL BMP - NATIVE BASIN PLANTINGS BMP - PERMIABLE PAVERS BMP - HOOD AND SUMP IN STRUCTURE 201 ESPEARS SPEARS SPEARS SPEARS SPEARS SPEARS SPEARS SPEARS SPEARSSPEARS SPEARS SPEARS SPEARS SPEARS SPEARSSPEARSSPEARSSPEARSSPEARS SPE ARS SPEARS SPEARS SPEARS STORM SEWER STRUCTURE DATA TABLE STRUCTURE NUMBER 100 101 200 201 202 203 204 205 206 300 301 302 303 304 TOP OF CASTING Refer to Details 751.66 754.00 753.13 754.48 756.34 757.76 758.10 759.37 759.13 754.12 756.01 756.78 757.49 758.04 STRUCTURE TYPE FLARED END SECTION 2'x2' OUTLET CONTROL STRUCTURE (SEE DETAILS) FLARED END SECTION 30" DIA. NYLOPLAST INLET W/ ENVIROHOOD SUMP ELEV.= 748.86 EXISTING AREA INLET 30" DIA. NYLOPLAST INLET 24" DIA. NYLOPLAST INLET 6" CLEANOUT 6" CLEANOUT FLARED END SECTION 24" DIA. NYLOPLAST INLET 24" DIA. NYLOPLAST INLET 24" DIA. NYLOPLAST INLET 6" CLEANOUT CASTING TYPE ??? NEENAH R-3402-E ??? SOLID NEENAH R-1772 Standard Standard SOLID SOLID ??? Standard Standard Standard SOLID INVERT INV IN (E)= 750.14 (12" HDPE) INV OUT (W)= 750.91 (12" HDPE) INV IN (SE)= 752.00 (15" HDPE) INV IN (NE)= 752.46 (12" HDPE) INV OUT (NW)= 752.36 (15" HDPE) INV IN (N)= 754.46 (12" HDPE) INV OUT (SW)= 754.36 (12" HDPE) INV IN (W)= 754.81 (12" HDPE) INV IN (NW)= 755.25 (6" PVC) INV OUT (S)= 754.71 (12" HDPE) INV OUT (E)= 755.20 (12" HDPE) INV OUT (SE)= 756.18 (6" PVC) INV OUT (S)= 756.62 (6" PVC) INV IN (N)= 752.99 (12" HDPE) INV IN (N)= 753.31 (12" PERFORATED HDPE) INV OUT (S)= 753.21 (12" HDPE) INV IN (NE)= 754.03 (12" PERFORATED HDPE) INV OUT (S)= 753.93 (12" PERFORATED HDPE) INV IN (NE)= 754.89 (6" PERFORATED HDPE) INV OUT (SW)= 754.79 (12" PERFORATED HDPE) INV OUT (SW)= 755.10 (6" PERFORATED HDPE) DETAIL REFERENCE N/A N/A N/A N/A N/A N/A DETAIL 7, SHEET 306 DETAIL 7, SHEET 306 DETAIL 7, SHEET 306 DETAIL 6, SHEET 306 DETAIL 5, SHEET 306 DETAIL 5, SHEET 306 DETAIL 5, SHEET 306 DETAIL 5, SHEET 306 DETAIL 5, SHEET 306 DETAIL 1, SHEET 306 DETAIL 8, SHEET 306 DETAIL 8, SHEET 306 DETAIL 8, SHEET 306 N/A STORM SEWER PIPE DATA TABLE UPSTREAM STRUCTURE 101 201 203 204 301 302 303 DOWNSTREAM STRUCTURE 100 200 202 203 300 301 302 SIZE 12" 15" 12" 12" 12" 12" 12" MATERIAL HDPE HDPE HDPE HDPE HDPE PERFORATED HDPE PERFORATED HDPE LENGTH 61' 66' 80' 126' 20' 138' 139' SLOPE 1.25% 0.54% 0.31% 0.31% 1.15% 0.45% 0.55% 10 9abcd 8 7 6efgh109876 REVISIONS AND ISSUES5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netfhKnow what's below. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW200371CARMEL, IN 46033AQW20037103/05/2020BSAQLAWRENCE W. INLOW PARKPHASE II IMPROVEMENTSRUSSELL L. WEBSTER II, PE No. 11900318 03/23/2021RUSSELL L . W EBST E R I I PRO FESSIONA L E N GINEERRE G I S T ER E DIND I A N A PE11900318 STATE OF NO. C300GRADING PLANW S N E INTERCEPT EX. SEWER LINE AT STRUCTURE 201 REMOVE REMAINING STORM AND SEAL EXISTING AREA INLET PER CITY OF CARMEL STANDARDS CURB SPOT ELEVATIONS 03/22/2021AMQ11 1 ULTIMATE DISCHARGE DISCHARGE SUMMARY PEAK DISCHARGE (CFS) RETURN PERIOD 10 YR. 100 YR. 3.655 3.49 ALLOWABLE ACTUAL W/OFFSITE 7.374 6.74 NET SITE ACREAGE (MINUS ROW) OFF-SITE ACREAGE DETENTION VOLUME REQUIRED DETENTION VOLUME PROVIDED 4.04 ACRES 0.00 ACRES 16,656 CF 16,656 CF 2 2 TYP. CONSTRUCTION LIMITS 2 LIMITS OF DISTURBANCE CLARIFICATION04/16/2021AMQ2CONSTRUCTION LIMITS 2 2 3 EMERGENCY OVERFLOW= LEGEND: =PONDING LIMITS FOR A CLOGGED CONDITION 2 TYP. 2 3 REVISED LIMITS OF DISTURBANCE32