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Home My WebLink AboutGramercy West, Section 2, 3, and 4 Full Seto o oo o oo o oo o oo o o o o o o o o o o o23' 18' GramercySign As-built Mohawk WB LLC Parcel #16-10-31-00-00-002.000 LA G E R F I E L D DRI V E TIL D E N W A YASTORLANEKINZERAVE.KINZERAVE. 70TEMPLETONDRIVEVALENTINELANESTEINBECK PLACE SH E LDON P LACE BARRYMORE DRIVE POWELL WAY EXISTING SECTION 1 67 68 69 70 71 72 73 74 75 76 77 78 79 80 67 68 69 70 71 72 73 74 75 76 77 78 79 80 67 68 69 70 71 72 73 74 75 76 77 78 79 80 MADELYN DRIVEVALENTINELANEASTORLANEASTORLANEASTORLANEGILDER DRIVE TEMPLETONDRIVETEMPLETONDRIVETEMPLETONDRIVELAGERFIELD DRIVE 71 72 73 74 75 76 77 78 7989 90 91 92 93 94 95 96 97 98 99 100 135 134 132 133 126 127 167142 143 144 145 166 165 164 163 162 161 160 159 158 157 146 147 156 148 178 179 177 176 175 174 173 172 171 170 169 168 180 181 182 183 184 185 186 187 188 189 190 191 192 193226 225 224 223 222221 220 219 150 149 151 152 153 154 155 227 228 229 218 217 216 239 238 237 194 195 196 197 198 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836.91 296P835.28 833.75 836.91835.28836.91 291%0.45833.95 832.44832.34832.0466%0.45832.44832.34832.44 831.84 831.35108P831.25830.9079%0.45 152%0.45830.80 830.12830.02831.35831.25831.45 829.38PPP%0.45829.18828.82828.82PP 56%0.45832.69832.44 P%1.00838.10836.91 836.91835.28836.91 365%1.12837.90 134%0.45833.80832.05 831.45831.35831.25831.45832.44832.34832.44 837.00 838.78838.82 841.91841.90 842.63P 842.91 842.91 847.77847.77 845.27 844.66844.68844.33 844.97 844.08 P 849.53 845.67 844.08 842.63 842.91 841.90842.18 851.05 851.74 848.54 848.54 848.73 844.33845.36 844.16843.77844.34 844.53 844.19 843.13842.98 843.07 842.61 842.32 843.05842.70 841.90 848.26 848.99 845.27844.77 842.50743.54843.99843.78 843.54844.10 843.91843.69844.19 845.09 842.00 842.67 842.98 842.98842.77 844.68 843.37 842.91 842.92 843.07842.98843.13 838.22 837.23 843.05 844.00 841.96847.77831.15 830.70 833.00833.52 834.01833.62 837.30P835.85835.75P P837.37837.47 P838.42 837.91837.02837.12 838.65837.91 842.18841.67 841.57843.34841.57841.67 840.02839.92840.02839.92839.80 838.52838.42838.52 840.92P P840.51 840.41840.11840.01P PPP 845.18845.29845.08 PPPP P 843.47843.37 843.47843.37843.77 P 840.32P840.42 PP 837.47PPPP837.37837.47837.37837.12 837.91837.02837.12837.02 836.25836.15835.85 835.85835.75P 835.75 P PP PP P833.00 846.76846.60 PP845.61 844.35844.24844.14843.77 843.47843.37843.77 840.51840.41840.51 840.74840.51 838.42838.36838.42838.52 838.26838.14838.05837.79837.79837.47837.37 837.00 836.66 836.90836.75 836.26836.16835.97 835.87835.74 835.64835.39 835.29835.39836.65835.29835.22835.12834.90 PP834.90 844.52843.34 845.35844.62 840.02839.92840.02 840.02840.42 838.83838.66 838.86838.75838.35838.26838.16838.12 838.12838.05838.14 839.92839.77839.67839.05839.05837.79837.89 839.73839.51839.54839.51839.51837.37837.47 838.75 838.45838.35837.94 837.84837.69837.59837.57 837.00836.90837.57 837.61836.69836.69836.66 736.75836.66836.66 838.98 838.59838.49838.30 838.20PP836.93 836.26836.16836.93 838.00837.88837.78837.49 835.74835.64837.49 833.00 P 833.68 P PPP 835.29835.39836.65 836.65840.25 835.67833.00 836.62836.60 151 64 P P P P P P P 35 36 99 P P 157 144 309 38 180 P 255 100 PP 1565 P P P 9 P 20 38 53 106 122 133 P 42 63 82 P P P P P 61 34 PP P 16 P10 102 78P 7 P 7 P 63P 7 P 7 104 90 P 67 7 %0.30 %1.00 %1.47 %1.00 %2.00 %1.00 %1.00 %0.80 %0.58 %0.30 %0.30 %1.62 %0.30 %0.50 %0.50 %0.80 %1.00 %0.79 %0.82 %0.40 %0.30 %0.30 P %0.30 %0.23%0.2054 %0.50 %1.00 %0.30 %4.00 %0.67 %0.30 %0.31 %0.30 %0.30 %0.30 %0.31 %0.30 %0.30 %0.30 %0.30 %0.30 %0.30 %1.20 %2.00 %2.00 %0.28 %0.33 %0.30%0.30 %0.30 %4.00 %0.30%0.30 %0.30 %0.52P %0.30 %2.98 %0.42 %0.34 %0.30%1.75 %4.00 %0.30 %4.00 %0.20 %0.30 %4.00 %4.00 %0.30 843.34841.57841.67 851.26 846.50845.61 851.74 848.73 845.56 844.53844.34 842.13 842.13 842.32 PP834.90 833.30833.15PPP P833.30P 16%0.968442.15841.90 841.91843.14%0.81 23'18'GramercySign As-built 50' R/W 80' R/W 80' R/W 80' R/W 67 68 69 70 71 72 73 74 75 76 77 78 79 80 67 68 69 70 71 72 73 74 75 76 77 78 79 80 67 68 69 70 71 72 73 74 75 76 77 78 79 80 23' 18' GramercySign As-built 67 68 69 70 71 72 73 74 75 76 77 78 79 80 67 68 69 70 71 72 73 74 75 76 77 78 79 80 67 68 69 70 71 72 73 74 75 76 77 78 79 80 DAVID J. STOEPPELWERTH PROFESSIONAL ENGINEER NO. 19358 PLANS CERTIFIED BY: 03/20/19 PLANS PREPARED BY: STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 7965 E. 106TH STREET, FISHERS, INDIANA 46038 PHONE: (317)-849-5935 FAX: (317)-849-5942 CONTACT PERSON: BRIAN K. ROBINSON EMAIL: brobinson@Stoeppelwerth.com INDEX SHT.DESCRIPTION C001 COVER SHEET C100-C101 TOPOGRAPHICAL SURVEY C200-C206 SITE DEVELOPMENT PLAN AMENITY AREA PLANS EMERGENCY FLOOD ROUTE C300-C308 INITIAL STORM WATER POLLUTION & PREVENTION PLAN TEMPORARY STORM WATER POLLUTION & PREVENTION PLAN PERMANENT SEDIMENT & EROSION CONTROL PLAN STORM WATER POLLUTION & PREVENTION SPECIFICATIONS STORM WATER POLLUTION & PREVENTION DETAILS C400-C418 STREET PLAN & PROFILES TRAFFIC CONTROL PLAN PAVEMENT MARKINGS - BIKE LANE & CROSSWALK INTERSECTION DETAILS PAVING AND CONCRETE CURB POLICIES C500-C502 SANITARY SEWER PLAN & PROFILE C600-C606 STORM SEWER PLAN & PROFILES SUB SURFACE DRAIN PLAN C700-C702 WATER PLAN WATER DETAILS C800-C805 CONSTRUCTION DETAILS SANITARY STORM STREET C904 LANDSCAPE PLAN / LIGHTING PLAN File Name:S:\65840BKM-S3\DWG\C001 Cover Sheet.dwg - C001Modified / By:September 24, 2020 8:19:38 AM / aguyonPlotted / By:October 6, 2020 8:50:50 AM / Andre GuyonS & A JOB No. 65840BKM-S1REVISIONS SHT.DESCRIPTION ALL REVISED PER TAC COMMENTS 05/08/19 ADG C202 & C604A ADDED CONCRETE SWALE AND STORM SEWER 07/10/19 ADG ALL REVISED PER TAC COMMENTS 09/27/19 ADG ALL REVISED PER CLIENT COMMENTS 10/16/19 DSM ALL REVISED PER CITY OF CARMEL COMMENTS 12/12/19 DSM ALL REVISED PER CLIENT COMMENTS 01/13/20 DSM C700-C702 REVISED PER CARMEL WATER 03/12/20 DSM 1" = 150 FT GRAMERCY WEST SECTIONS 2, 3, & 4 Developed by: MOHAWK WB, LLC C/O PLATINUM PROPERTIES MANAGEMENT CO, LLC 9757 Westpoint Drive Suite 600 Indianapolis, Indiana 46256 Contact: Edward E. Fleming Email:efleming@platinum-properties.com Phone: (317) 564-7301 FLOOD STATEMENT THIS SITE DOES NOT LIE WITHIN A ZONE PER FIRM 18057C0226G & 18057C0228G DATED NOVEMBER 19, 2014 LOCATION MAP SCALE: 1"=2000' EAST CITY CENTER DRIVE KEYSTONE PARKWAYSOUTH RANGELINE ROADEAST CARMEL DRIVE EAST 116TH STREET SOILS MAP SCALE: 1"=500' UTILITY CONTACTS: CARMEL SEWER DEPARTMENT 760 3RD AVENUE SOUTHWEST CARMEL, INDIANA 46032 CONTACT: PAT RIGDON PHONE: (317) 571-2463 CARMEL WATER UTILITIES 3450 WEST 131ST STREET CARMEL, IN 46074 CONTACT: STEVE COOK PHONE: (317) 571-2463 AT & T 240 N. MERIDIAN STREET INDIANAPOLIS, INDIANA 46204 CONTACT: BRIAN WENTE PHONE: (317) 610-5440 SPECTRUM 3030 ROOSEVELT AVENUE INDIANAPOLIS, INDIANA 46218 CONTACT: JASON KIRKMAN PHONE: (317) 429-6691 DUKE ENERGY 16475 SOUTHPARK DRIVE WESTFIELD, INDIANA 46074 CONTACT: MATTHEW DAYHUFF PHONE: (317) 896-6704 VECTREN ENERGY 16000 ALLISONVILLE ROAD NOBLESVILLE, INDIANA 46060 CONTACT: CHAD MILLER PHONE: (317) 776-5590 OPERATOR ON N.O.I. LETTER: MOHAWK WB, LLC C/O PLATINUM PROPERTIES MANAGEMENT CO, LLC 9757 WESTPOINT DRIVE, SUITE 600 INDIANAPOLIS, INDIANA 46256 CONTACT: PAUL RIOUX PHONE: (317) 863-2053 OPERATING AUTHORITY CITY OF CARMEL (317) 571-2441 ONE CIVIC SQUARE CARMEL, INDIANA 46032 DESIGN DATA (SECTION 2, 3, & 4) 170 LOTS 15.848 AC.= 10.73 LOTS/ACRE BARRYMORE DRIVE 423.60 L.F. LAGERFIELD DRIVE 237.93 L.F. POWELL DRIVE 126.50 L.F. ASTOR LANE 636.71 L.F. GILDER DRIVE 274.88 L.F. STEINBECK PLACE 507.07 L.F. MADELYN DRIVE 1,214.28 L.F. TEMPLETON DRIVE 1,176.38 L.F. VALENTINE DRIVE 676.36 L.F. KINZER AVENUE 632.43 L.F. TOTAL 5,906.14 L.F. DESIGN SPEED LIMIT:25 M.P.H LOT TYPE A (LOTS 122-125, 142-150, 216-221) MIN. LOT AREA - 4,000 SQ.FT. MIN. WIDTH - 50' MIN. WIDTH AT RIGHT-OF-WAY - 20' MIN. FRONT SETBACK - 10' MIN. SIDE SETBACK - 5' MIN. REAR SETBACK - 5' LOT TYPE B/F (TOWNHOMES) (LOTS 4-33, 58-69, 89-121, 179-215) MIN. LOT AREA - 1,000 SQ.FT. MIN. WIDTH - 16' MIN. WIDTH AT RIGHT-OF-WAY - 14' MIN. FRONT SETBACK - 5' MIN. SIDE SETBACK - 5' MIN. REAR SETBACK - 5' LOT TYPE C (LOTS 2-3, 45-57, 70-83, 126-141, 227-239) MIN. LOT AREA - 1,600 SQ.FT. MIN. WIDTH - 28' MIN. WIDTH AT RIGHT-OF-WAY - 25' MIN. FRONT SETBACK - 5' MIN. SIDE SETBACK - 3' MIN. REAR SETBACK - 5' LOT TYPE D (LOTS 1, 34-44, 84-88, 151-178, 222-226) MIN. LOT AREA - 2,000 SQ.FT. MIN. WIDTH - 31' MIN. WIDTH AT RIGHT-OF-WAY - 15' MIN. FRONT SETBACK - 5' MIN. SIDE SETBACK - 3' MIN. REAR SETBACK - 5' ZONING: GRAMERCY WEST PUD SOILS LEGEND Map Unit: Br- Brookston silty clay loam This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in depressions. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (1 0.0 inches in the upper 60 inches). The pH of the surface layer in nonlimed areas is 6.1 to 7.3. This soil is hydric. Wetness is a management concern for crop production. This soil responds well to tile drainage. Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and is on rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderate organic matter content (1.0 to 3.0 percent). Permeability is very slow ( < 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and wetness are management concerns for crop production. This soil responds well to tile drainage. Map Unit: MmB2- Miami silt loam, 2 to 6 percent slopes, eroded This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on sideslopes and rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow(< 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is low (5.9 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and water erosion are management concerns for crop production. Map Unit: MoC3- Miami clay loam, 6 to 12 percent slopes, eroded This moderately sloping, deep, well drained soil is on knobs and breaks along streams and drianageways on uplands. The mapped areas are irregular in shape and range from 3 to 35 acres in size. TOTAL DISTURBED AREA = 15.952 Ac. SITE PRIMARY PLAT/REZONE DOCKET NO. 17080014Z SECONDARY PLAT DOCKET NO. 1903002SP ZONING: GRAMERCY WEST PUD (PLANNED UNIT DEVELOPMENT) ZONING PUD ORDINANCE #Z-630-18 E. CITY CENTER DRIVE KEYSTONE PARKWAYREVISIONS SHT.DESCRIPTION ALL RAISED SITE 0.80 FT FOR DIRT BALANCE 09/24/20 ADG SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF S F S F S F SFSFSFEXISTING SAND TRAP TO BE FILLED IN WITH 'B' BORROW850.82851.11851.19851.40852.52852.92852.69852.64851.88850.44848.98847.97847.27846.32845.88845.36845.15845.08844.8 6 844. 77 844.88843.99843.94844.28844.09844.40844.56845.12845.61846.65848.32850.0 1850.97853.41853.36853.78855.10855.12855.24853.20850.96850.88850.81851.40851.04850.65850.81852.46855.91854.71854.69855.21853.68853.64852.85851.92850.41848.46847.00846.04845.74845.8 3 844.84843.7 2 843.64843.48843.41843.65843.19843.3 7843.86843.85845.28845.88846.57846.34847.22848.71850.5 1852.52854.30855.37854.82853.94852.73851.38850.64850.78852.40852.46852.83851.92850.17850.37 856.54856.40 856.67857.14855.44854.64853.50851.78849.48848.24847.38 846. 93 846.80845.51844.06843.44844.01843.36843.66843.47843.15851.99853.73854.45855.45855.45853.94852.76851.28850.38849.77851.51852.60851.71850. 62 849.30849.34850.92 851.84851.93853.36853.61853.78852.45853.03853.27851.22845.74845.75845.74847.56847.38846.30844.99844.74845.89844.44846.48844.46845.43845.99849.39850.37847.91849.23849.14849.63849.33851.28849.12849.62849.33848.68848.50847.87848.32848.71 850. 38 851.27850.06848.69849.07849.82850.15851.54851.81851.58851.59850.14851.1 0 850.41851.08849.54845.02846.83847.28847.39847.44 845.46845.80845.80846.08846.44845.87845.28845.59844.64845.85845.15844.74844.64843.61844.20843.18845. 28 844.38846.05846.91845.96846.68 847.26846.94847.38846.58845.78845.86845.85845.23847.12846.83847.46847.17847.64846.80846.40846.08844.19844.03843.78846.08845.19847.03845.57847.14 845. 31 847.46846.21845.25847.10847.89 847. 82 846.55846.66846.23845.66845.12845.25845.67844.94846.08846. 24 847.11847.50845.58845.51845.81845.30845.69845.93845.9 4 845.89846.51844.75844.67845.53845.57845.48845.72845.56845.16844.72844.66844.54844.64845.05844.72844.77844.03844.09844.04844.96845.08843.81843.35 843.22844.93845.04843.04844.05844.24845.07843.58844.22843.75843.38842.96843.14843.70842.89843.82 842.95844.15844.24844.20844.68844.20847. 47843.62844.01843.11843.20842.69843.47844.18845.76844. 92 844.39844.66844.62845.36845.76846.94847.23845.88 846.07842.76842.7 2842.91958 840.22 STI 10"CMP850.28854.06854. 36854.48854.68854.69856.14855.70856.29857.08856.82854.37852.63852.00851.64852.26853.60853.22854.66853.90852.78851.98851.96851.14856.23850.62851.22852.35 856.64853.26853.86856.80854.18855.78856.99855.55854.41852.25854.25854.96852.0 1 852.73853.09855.03855. 04 855.50854.67852.82854.44853.95851.72853.93854.42842.38846.68844.03 844.93844.66845.07845.16846.75845.01844.831392 839.39 STI 15"RCP_B 1402 841.64 STI 15"RCP_E 844.35844.47844. 64 844.89844.92844.191455 838.42 STI 15"RCP_B 1456 839.32 STI 15"RCP_E 848.59849. 53 SA3 N RI M B11708 844.67 A3_B 1709 844.71 A3 1712 844.70 A3 1717 844.22 A3 1722 844.50 A3 1725 844.43 A3 T.P. 1739 844.38 A3 1743 844.07 A3 1744 843.54 A3TV.P. 1762 844.65 A3 T.P. 1781 844.65 A31_B 1782 844.87 A31_E 1793 844.68 A3 T.P.1798 844.85 A3 1804 844.89 A3 1805 844.98 A3_ESA3 N RIMB1844.91844.4 8 845.20B1B1 843.84843.95843.66843.36843.42843.44844.471849 843.42 A3_B 1850 843.49 A3 1851 843.86 A3 1852 844.45 A3_E B1_BB1B1 B1_CLSB1_BB1844.15843.90843.89843.92843.87843.96843.54843.53843.25843.18843.10843.05843.14843.48844.08844.23845.40845. 76844.56844.72844.54845.26844.52843.52843. 44842.82842.89842.89843.61843.40843.62843.00843.31843.4 7 843. 63843.92844.12844. 16844.02843.8 6 843.92843.87844.21843.88843.53843.50843.36843.33843.38843.72843.62843.49844.03844.20844.24844.04844.06844.20844.36844.39844.34844.26844.65844.63843.93844.20844.06843.88843.85844.00843.93844.00843.90843.96843.88843.762015 845.28 A3_B 2016 845.52 A3 2017 845.70 A3 2018 845.41 A3 2019 845.82 A3 2020 845.88 A3 2021 845.65 A3_E T.P. T.P.SA3 N RIMTV.P. 2072 845.66 A3_B 2073 845.82 A3 2085 846.01 A32090 845.91 A32095 845.88 A3C.O.SA4B1B1845.84845.27B1B1 B1_BB1 B1 B1 845.83845.80845.52845.29844.77844.31844.21 844.07844.06844.25844.45844.59845.66845. 44845.58845.56845.63845.46846.26845.69844.76844.46844.03844.11844.02843.87843. 93844.19844.18844.60844.68844.70844.70844.8 1 844.95844.99845.10844.98844. 87 844.8 6 B1_B B1B1B1_CLS845.59843.29843.39843.84844.68844. 40843.99844.19844.4 2 844.63844.94844.94845.04845.43845.71 846.02845.74845.82845.88846.27846.14846.56847.59847.64 846.59846.17846.38846.16845.69845.68845.67 845.14844.52B1845.56845.59845.67845.76845.89MM846.11846.24846.22846.32846.52846.60MM846.62846.74846. 77 846.71B1B1846.71846.66846.61846.61846.75846. 50 846.31MM845.94846.13845.56845.87845.36845.57MM845.21845.22845.28845.03B1 844.98 845. 69 TV.P.845.82845.23TV.P.846.12845.32846.34845.45847.10846.04846.82847.76848.15848.80850.02849. 18850.35850.09852.23850.62850.88851.53851.07852.82851.5 4851.57851.68851.60851.67851.71851.69SA3 N RIM851.32851.37852.53852.28851.60851.62852.23852.42852.4 7852.59852.72852.92852.95 853.06B1B1B1B1_CLSB1 B1853.41853.42853.25853.26852.84853.12 852.52852.50852.07851.88851.53851.70B1 R O U G H 844.1 6 843.30843.38843.16 843.33843.24843.62843.59843.38842.56843. 39843.56843.38842.75842.78843.25843.73843.20843.16842.98843.18843.52842.39842.75 843.84843.85843.40843.43843.90843.99843.90843.83843.51843.84843.63843.39843.69843.873138 845.67 STI 12"RCP MES_B 3139 845.94 STI 12"RCP MES_E 3179 846.68 STI 15"CMP_B 3196 847.28 STI 15"CMP_E 3201 847.71 STI 12"RCP_B 3202 847.94 STI 12"RCP_E 3230 848.62 STI 12"RCP MES_B 3231 849.08 STI 12"RCP MES_E 3265 850.26 STI 12"RCP MES_B ARR O W A E D R I V E Golfview DriveBURIED PIPE APA R T M E N T B U I L D I N G APA R T M E N T B U I L D I N G AP A R T M E N T B U I L D I N GGARAGES GAR A GE S GA R A G E S APARTMENT BUILDINGAPARTMENT BUILDING6' ASPHALT PATH 6' ASPHALT PATH 4' CONCRETE WALK SAND TRAPS SAND TRAPS SAND TRAP SAND TRAP SAND TRAPS85585385485385385 2 8 51 849 852 852 850850850849848 847 8 4 6 8 4 5 8 4 4 851851852852853847 847847 848843 845 845 846 846 847 847 84 6 845 846845 846845846 847845 845 APARTMENT BUILDING853.15854.17854.04853.94853.38853.84854.27853.92853.47853.04853.52853.64853.69851.40T.P.850.62853.48853.39853.38852.85853.18 853.62853.61853.16852.65853.18853.26853.32851.12852.56853.55853.48853.23852.77853.20853. 73 853.55853.04852.76 853.26853.41853.52 852.76852.5 5853.2 1853.06853.0 4 852.52852.8 8 853.37852.84852.39852.53852.01852.60852.76852.25852.14851.92851.76851.72851.22851.65852.11851.97851.48851.17851.7 3 851.58851.78851.36851.73851.32851.51852.14851.29851.58851.93851.54851.41852.70852.534099 852.63 TR3850.61852.60852.10 T.P. 4105 852.47 TR3 851.26851.72851.82851.86849.65848.44 851. 52 850.88850.59850.85850.72850.91851.17850.81850.62 850.84850.56850.79851.10850.82850.79850.56851.08850.54849.99849.90849.89849.90849.92850.01850.38850.36849.89849.93850.58850.86850.42850.53850.52 850.83850.7 7850.94851.36851.7 4 851.31851.39851.39851.77851.94851.47851.66851.99851.68851.58851.90851.70851.23851.05851.11852.00851.53851.66851. 68 851.84852.40851.86852.12852.5 6 852. 60 852.60852.20852.23852.23852.61852.68852.63852.63852.25852.26852.24 852.14852.63852.19852.1 6 852.17852.49852.06851. 81 852.33852.25851.74852.12851.67851.84852.18852.75 852.73 853.09853.10853.25853.30853.75853.74853.66853.18853.06852.74 852.40852.77852.87853.38853.01852.54852.41852.09851.75852.09852.19852.66852.41 851.92851.83851.46851.36851.66851.90 852.46852.29851.83851.83851.49851.57851.91851.99852.47852.80852.30852.18851.87852.20852.57852.61853.14853.46852.93852.81852.51852.67853.02852.99853.51851.53852.10852.18 852.034308 852.61 TR3852.36852.51852.49851.95852.39852.00851.94851.98851.97852.03851.96851.93851.72851.59851.49851.52851.51851.39851.87851.38851.33851.88851.68851.56851.59851.65851.80851.89852. 44 852.48851. 94 852.26852.75853.28852. 76 851.96852.52852.16852.13852.10852.14852.30852.76852.71852.06852.51 852.56 852.76853.26852.76852.70853.27853. 07 853.60852.95852.82853.26852.8 7 852.79852.75852.78852.88852.93852.90853.03853.10853.59853.39852.784397 853.27 TR3853.29853.35852.78853.02853.62853.7 7 853.30852.80853.44852.98853.00853.01853.03853.12853.23853.26 853.28853.00853.13853.29853.28853.17853.18853.71853.91853.45853.42853.47853.44853. 45853. 60 853.66854.09854.24853.78853.5 3 853.42 852.01852.01852.03851.56851.63851.57851.45 851.88 851.76851.64851.63851.30851.28851.28850.86851.33851.36851.314529 850.83 TR3850.17850.63850.67850.58849.99849.85849.75849.60849.54849.63849.47849.33849.12849.29848.92848.64848.78848.8 0 848.26848.24849.18849.09849.01848.89848.58848.20848.26848.13848.00848.50848.57848.52846.60847.14847.11847.25846.24846.15846.12845.64844.79845.27845.33845.11845.14844.64845.19844.53844.36844.31845.15844.39844.58845.09845.00845.50846.19845.74846.92847.48848.45848.93850.37849.83850. 43 850.21850.26850.39850.89850.40850.81850.81850.89851.19851.21851.3 1 851.2 9 850. 92 850.90850.91850.83851.30851.28851.28850.99850.52850.19850.33850.31850.38850.21850.12850.08850.39849.94848.56849.06847.62847.11845.96 846.41845.48845.01844.64845.15844.21844.72844.80844.73843.74 844. 88845.25845.22845.13844.62845.46845.95846.08846.07845.29847.18847.70847.79847.78846.24846.06849.22849.27849.24848.67T.P.849.65850.14 849.86849.91849.99850.71850.204701 850.82 TR3 850. 00 850.22850.08849.85 850.20850.47850.97851. 45 851.27851.41851. 85 851.85 851.92851.88 M 845.61845.30851.27851.014725 851.36 TR3 T.P. 4727 851.32 TR3 850. 88 851.38851.09850.62850.60850.61850.76 850.59850.33850.33850.45850.13850.66849. 73 850.24 850.12850.30R40R20X3 R24 R30 R18 R30R20R24 R24R24X2R36R12X2 R48R24_PINER18_PINER8X5_ M A PL E R6R8X4R6X6R6X2R8R8X2R8X2R6C L UST E R R6CL US TER R244784 852.47 A3_B 4790 852.13 A3 4791 851.59 A3 4792 852.37 A3 4793 852.99 A3 4794 853.19 A3 4795 852.34 A3 4796 852.04 A3 4797 851.39 A3 4798 851.54 A3 4799 850.83 A3 4800 849.56 A3 4801 848.91 A3 4802 850.19 A3 4803 849.77 A3 4804 849.28 A3 4805 844.97 A3 4806 844.02 A3 4807 845.64 A3 4808 846.53 A3 4809 846.56 A3 4810 845.80 A3 4811 844.68 A3 4812 843.79 A3_E 845.24846.25845.81844.62844.54844.16844.18 844.14844.37844.27844.60EX 16" MA I N EX 8"MAINMOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC * * * * * * ** ** ** ** 12"x8" TEE 8" TEE8" TEE TEMP. HYDRANT 8" VALVE 8" VALVE 8" VALVE 8" VALVE TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 8" VALVE 12" D.I.8" D. I .8" D.I.8" D.I.8" D.I. HYDRANT HYDRANT HYDRANT HYDRANT 8" VALVE East City Center Drive Kinzer AvenueEast Auman DriveEX. 10' ASPHALT PATH EX. 1 0 ' A S PHAL T PA TH EX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANEEast City Center Drive 64 65 67 68 69 Lot 90 70 71 72 73 74 75 76 EX. 4' MH #807 T.C.=849.59 8" S.D.R. 35 P.V.C S INV.=841.92 EX. 4' MH #810 T.C.=845.42 8" S.D.R. 35 P.V.C SE INV.=837.87 EX. 4' MH #806 T.C.=844.42 8" S.D.R. 35 P.V.C N INV.=836.88 8" S.D.R. 26 P.V.C S INV.=835.25 8" S.D.R. 35 P.V.C E INV.=836.88 EX. YARD INLET #38 T.C.=843.66 15" R.C.P. W INV.=839.39 15" R.C.P. E INV.=839.32 EX. CURB INLET #40 T.C.=842.38 15" R.C.P. W INV.=838.75 EX. MANHOLE #414A T.C.=850.92 15" R.C.P. S INV.=844.19 12" R.C.P. N INV.=844.29 12" R.C.P. W INV.=845.64 EX. CURB INLET #418 T.C.=851.00 12" R.C.P. S INV.=846.81 EX. CURB INLET #417 T.C.=851.23 12" R.C.P. N INV.=846.49 12" R.C.P. E INV.=846.39 EX. CURB INLET #420 T.C.=849.53 12" R.C.P. E INV.=845.56 EX. CURB INLET #419 T.C.=849.71 12" R.C.P. W INV.=845.34 12" R.C.P. S INV.=845.24 EX. CURB INLET #459 T.C.=849.02 12" R.C.P. SW INV.=845.10 EX. MANHOLE #414 T.C.=848.72 15" R.C.P. N INV.=843.50 15" R.C.P. S INV.=843.40 12" R.C.P. W INV.=843.80 EX. CURB INLET #416 T.C.=848.58 12" R.C.P. E INV.=844.48 EX. CURB INLET #415 T.C.=848.63 12" R.C.P. W INV.=844.00 12" R.C.P. E INV.=843.90 EX. CURB INLET #458 T.C.=848.32 12" R.C.P. NE INV.=844.35 12" R.C.P. W INV.=844.25 EX. CURB INLET #456 T.C.=847.87 12" R.C.P. E INV.=843.11 24" R.C.P. S INV.=841.34 24" R.C.P. N INV.=841.44 EX. CURB INLET #457 T.C.=847.83 24" R.C.P. S INV.=841.97 EX. CURB INLET #426 T.C.=845.78 15" R.C.P. E INV.=840.46 18" R.C.P. SE INV.=840.36 EX. CURB INLET #413 T.C.=845.74 15" R.C.P. N INV.=840.90 15" R.C.P. W INV.=840.80 EX. MANHOLE #453 T.C.=844.67 24" R.C.P. N INV.=839.80 27" R.C.P. S INV.=839.70 12" R.C.P. E INV.=839.80 EX. CURB INLET #454 T.C.=844.89 12" R.C.P. W INV.=840.38 EX. YARD INLET #435A T.C.=843.96 36" R.C.P. E INV.=838.49 27" R.C.P. N INV.=838.49 EX. CURB INLET #445 T.C.=843.85 15" R.C.P. N INV.=838.65 15" R.C.P. SW INV.=838.75 EX. CURB INLET #444 T.C.=843.61 12" R.C.P. N INV.=840.33 EX. CURB INLET #468 T.C.=843.48 15" R.C.P. S INV.=838.96 15" R.C.P. NE INV.=838.86 EX. CURB INLET #431B T.C.=842.75 15" R.C.P. NE INV.=838.15 12" R.C.P. W INV.=838.25 DO NOT REMOVE THIS TREE ALONG CITY CENTER DRIVE TPT P TPTREE PROTECTION FENCE EXISTING SAND TRAPS TO BE FILLED IN WITH 'B' BORROW EXISTING SAND TRAP TO BE FILLED IN WITH 'B' BORROW EXISTING SAND TRAP TO BE FILLED IN WITH 'B' BORROW TREE CLEARING EX. SILT FENCE TO BE REMOVED AROUND TREE CLEARING TEMP. SOIL STOCKPILE SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF S F S F S F SFSFSFEARTHWORK CONTRACTOR SHALL INSTALL 20' x 150' MIN. STONE ACCESS DRIVE PRIOR TO CONSTRUCTION ZZPOSTING SIGN LOCATION CONCRETE WASHOUT AREA CONSTRUCTION DUMPSTER FUEL OIL TANK (DOUBLE WALL) PORT-O-LET BENCHMARKS: HAM G23 I.S.H.C. DISC AT NORTHWEST CORNER OF 131ST OVER COOL CREEK. PER DNR ON NGVD 29 ELEVATION=794.87 833.26 G CHK 15 833.86 G CHK833.911280 836.17 STI 12"RCP_E 834829.96830.00830.19830.4 9 831.36831.47831.45831.49831.52831.59831.62831.60831.77831.63831.34831.0 1 830.59830.28830.12830.25830.46830.89831.10831.96832.06831.45830.72830.60830.68830.55STI_8PVC 832. 08832.38832.4 5 832.16832.09831.43832.76833.80834.26833.49832.25833.47833.04831.00SA3 N RIM831.07832.92833.96833.44SA3 N RI M 832.24832.10833.66837.74SA3 N RIM833.78832.61831.90 831.09B1T.P.831.94831.4 3833.45835.23838.69839.5 0 840.21836.34833.77831.98831.16830.65832.01832.24830.95831.60SA3 N RI M 833.20835.20837.77839.26839.52839. 82 840.65B1B1 840.38839.19839.05839.63 839.81 840.41840.37841.11841.1 5 841.19841.20840.76840.74840.57840.53840.52840.12840. 01841.47839.98839.38839.23840.20839.96840.18840.11841.13840.44839.68839.803719 839.66 A3 3724 840.71 840.66840.71841.41841.5 2841.11840.65840.76841.63841.80840.48841.20841. 18 840.43840.30839.72839.78838.53838.49836.49836.75835. 65 835.36834.60834.98834.24833.96833.19833.12833.08833.06833.12833.26833.36833.65833.84833.48833.2 9 833.14835.30835.004911 830.68 STI_8PVC T.P.B1B1 833.02832.89832.52832.84833.20833.22SA3 N RI M832.18831.044927 829.72 STI_8PVC830.85831.42832.16832.42832.38832.56832.59832.27SA3 N RI M B1C.O.SA4833.49B1833.45833.41B1833.25C.O. SA4T.P.833.52B1833.37833.44B1833.57C.O.SA4 B1 TV.P.832.04831.92831.99832. 07 B1831.8 8 832.43R4R18 TV.P.SA3 N RIMR18 831.96R18R12R12 831.64831.2 3 R4R4R4832.75R4835. 37 833.32833.87834.03832.97834.51837.27838.06837.6 0835.33834.83838.88840.03836.98834.13833.92835.66833. 50 832.39832.16832.18832.51832.59833.48832.96835.16835.89834.76833.55833.00833.05833.57835.28837.13839.69838.52841.41835.93838.18842.09840.16839.68839.46 838. 21 836.87835.82835.39834.83834.82836.17838.58836.63836.91836.90838.70839.08838.35R20X3 837.38837.08837.35 838. 42 839.77840.53843.37844.65840. 96 843.22841.32840.75839.28840.26841.20842.02T.P.842.31842.50842.79842.22842.34840.37839.24838.82839.03839.16839.08839.15840.36840.24840.85840. 85 R4 841.11841.21842.06843.17842.8 1 842.74842.26841.72842.51843.84843.17841.89841.53R4841.92B1B1842.10C.O.SA4 843.69B1843.53843.65843.44843.42C.O.SA4 T.P.841.97T.P.842.17842.35842.04C.O.SA4R4841.80842.64843.3 8 843.36843. 40 842.91842.92842.65842.74841.90842.34EX. STORM INLET TC=805.60' INV.=803.40' E EX. SANITARY MANHOLE TC=834.32' 8" CLAY INV.=829.72' N 6" CLAY INV.=829.72' E EX. SANITARY MANHOLE TC=832.61' 8" CLAY INV.=829.30' N INV.=829.30' S 6" CLAY INV.=829.30' E EX. SANITARY MANHOLE TC=833.15' 8" CLAY INV.=828.66' N INV.=828.66' S EX. SANITARY MANHOLE TC=831.85' 10" CLAY INV.=827.71' N 8" CLAY INV.=827.71' S EX. SANITARY MANHOLE TC=839.22' 10" CLAY INV.=833.32' SW INV.=833.32' N 6" CLAY INV.=834.52' S 842MOHAWK WB LLC GOLFVIEW DRIVE SAND TRAPS Golfview D r i v e Kinzer AvenueEX. SANITARY MANHOLE TC=833.41' 8" CLAY INV.=826.41' S 10" CLAY INV.=826.29' W INV.=825.96' N INV.= 824.24' E EX. SANITARY MANHOLE TC=832.53' 10/12" CLAY INV.=823.92' W 10/12" CLAY INV.=821.69' S I N D I A N T R A I L D R I V E EX. SANITARY MANHOLE TC=829.32' INV.=821.27' NW INV.=821.62' SW INV.=821.27' E APARTMENT BUILDINGEX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 21" R.C.P. SE INV.=832.76 SA3 N RIMSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFDATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942TOPOGRAPHICAL SURVEY & DEMOLTION PLANC100 LEGEND CONTOUR FLOW LINE FENCE LINE SANITARY SEWER STORM SEWER WATER LINE WATER VALVE FIRE HYDRANT TELEPHONE LINE TELEPHONE PEDESTAL POWER POLE ELECTRICAL PEDESTAL TELEVISION PEDESTAL TREE LINE TREE CONSTRUCTION LIMITS 870 > o o o TP S W WV DYH T T.P. P.W.P. E.P. TV.P. 1" = 60 FT VEGETATIVE COVER EXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS ON THE SITE. LAND USE ADJACENT PROPERTIES NORTH: GRASS/WEEDS EAST: RESIDENTIAL SOUTH: RESIDENTIAL WEST: RESIDENTIAL TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88" CONTACT: CARMEL UTILITIES (317) 571-2648 FOR WATER & SANITARY SEWER LOCATES IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300) SHOULD BE INSTALLED AS SOON AS PRACTICAL. 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C100 Topographical Survey.dwg - C100Modified / By:September 24, 2020 8:56:54 AM / aguyonPlotted / By:October 6, 2020 8:52:02 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20DEMO AREA (ITEMS TO BE REMOVED) HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE COORDINATES, NAD83. HORIZONTAL CONTROL/COORDINATE: ℄ MONUMENT N: 171521.44 E: 204297.13 E 116th STREET & 1590'± West of N KEYSTONE AVENUE ℄ MONUMENT N: 1715219.42 E: 199112.25 E 116th STREET & S RANGE LINE ROAD ℄ MONUMENT N: 1720538.33 E: 199062.03 S RANGE LINE ROAD & 190'± North of E 126th STREET Denotes Silt Fence Temporary "Coconut Fiber Mat" or Below Grade " Drop Inlet Protection Basket" SF SF SF á NOTE EXISTING DRAINAGE INFRASTRUCTURE INFORMATION IS LABELED BASED OFF OF DESIGNED ELEVATIONS AND SIZES. PLEASE REFER TO ASBUILT INFORMATION FROM PREVIOUS SECTION 1 WHEN AVAILABLE PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES WITHIN THIS SET OF PLANS. ASBUILTS NOT AVAILABLE AT TIME THESE PLANS WERE COMPLETED. BENCHMARKS: HAM G23 I.S.H.C. DISC AT NORTHWEST CORNER OF 131ST OVER COOL CREEK. PER DNR ON NGVD 29 ELEVATION=794.87 WITH 'B' BORROW //////////////////////////////13 833.65 G CHK 14 833.26 G CHK 15 833.86 G CHK833.91833.26833.68844.7 7 844.88844.75844.89844.90845.22845.75846.01846.57846.56846.71845.59844.49843.88843.99843.94844. 28 843.64843.48843.41843.88844. 74 846.44847.68847. 92 847.55851.78851.74852.09850.68849.85848. 21846.89845.38843.75843.65843.19843.37843.36843.66843.47844.23845.83 847.59847.60849.7 4 850.01850.47852.66852.52851.00849.22848.28846.85844.48843.15847.05848.51851.58850.11850.27849.23848.59848.08847.42848.13846.28846. 62 847.79 847.50846.43845.35844.66843. 31 845.62847.21847.32846.22 846.28851.15852.06850.78850.50 845.38845.44846.80846.94844.04843.20843.39843.95844.09844.82844.79844.78842.54844. 64 842.72843.49842.67842.26841.92841.83841.11840.87841.37841.96841.93841.62841.23840.38840.17842.99842.82842.69842.62843.38843.99840.40840.03839.48842.3 1843.04842.76842.72 958 840.22 STI 10"CMP 1247 830.90 STI 36" CMP_B 1248 830.70 STI 36" CMP_E1279 835.49 STI 12"RCP_B 1280 836.17 STI 12"RCP_E842.84 1318 835.59 STI 12" PVC 1866 834.50 STI 18"? RCP DEBRIS/ICE 846.30T.P. TV.P.B1849.66849.84849.14849.21849.24848.95848.521885 841.91 STI 15"RCP 1886 842.02 STI 12"RCP B1849.55849. 48849.35848.81847.56847.43847.42847.96848.08847.71846.98845.14843.88844.48844.47843.65843.81844.51844.52844.57844.63844.24844.62844.00843.74843.96843.21844.29844.30844.25844.12843.86843.45843.37SA3 N RIM844.06844.19844.51844.69844.62844.83844.43837.14837.0 1 837.00837.01837.34837.26837.44837.45837.48837.55837.57837.70837.84837.98837.98838.02838.15839.94839.81840.78840.81841.15841.0 5 B1MM841.38841.41843.07843.19844.95845.14M 845.42845.31845.07844. 98845.02844.96842.21 842.13 843.66843.61844.79844.69844.89844.89844.84844. 42 844.63842.5 0 842.49 842.58842.60840.41840.34839.97839.85839.35 839.62839.34844.14844.97844.68843.96844.25844.93849.30B1B1843.80843.86844.31844.39844.45844.29845. 25 845.1 9845.56845.59845.67845.76845.89MM846.11846.2 4846.22 846.322544 839.75 STI 15"RCP 846.96845.96845.08844.87845.76845.83845.20845.82845.23TV.P.Golfview DriveAPARTMENT BUILDINGAPARTMENT BUILDINGELECTRIC BOX APARTMENT BUILDING 848 849850851851847848843 842 846847847 847847 847847847848848848848849849849 84983 5 83 1 83 2 83 3 83 4 83 6 83 7 83 8 83 9 82 5 83 0 82482 6 82 7 82 8 82 9 83 1 8228 2 3 836840838835834840847 847 849 849 830.79829.56832.90830.06831.33831.76834.13836.09835.39837.93842.20842.68B1837.40834.42836.25833.41837.74SA3 N RIM833.78835.23838.69839.50840.21836.34835.20837.77839.26839.52839.82840.65B1B1 840.38839.19839.05839.63839.81840.41840.37 841.11841.1 5 841.19841.20840.76840.74840.57840.53840.5 2 840.12840.01844.09843.83843.81843.86843.78843.80843.96843.96843.89844.30844.32844.36845.99846.00T.P.845.46844.70844.59844.54844.61B1B1844.17844.16843.83843.79843.79843.72843.09SA3 N RIM842. 34 841.73841.47840.28840.29840.66839.98839.38839.23840.20840.48840.43839.96840. 18 840.11841. 13 840.44839.68839.803710 836.96 A3_B 3719 839.66 A3 3724 840.71 A3 840.66840.7 1 841.41841.5 2841.11840.65840. 76 841.63841.80842.78842.67842.24842.68843.06842.93 843.24843.13843.73843.66843.17843.38843.44SA3 N RIM842.86842.89843. 12 843.37843.62844.02844.49 844.40844.20844.24844.46844.50844.56844.56844.64845.42845.46844.64844.68844.60844.51843.88843.77843.79843.95844.29844.29844.26842.48843.16843.06841.9 5 841.93841.24840.43840.42841.59844.51845.70843.40843.51841.15841.02842.05840.48843.10840.42842.34842.27839.91840.26843.15842.87840.91841.40841.01840.61841.77842.40845.23845.90845.91845.36T.P.843.64845.43846.05846.10B1845.72845.96848.89B1849.80849.90849.33T.P.850.18849.96849.55B1849.75848.55848.34848.42848.28848.16848.30848.31848.66848.99848.97848.56848.55848.65B1B1849.3 1846.80847.76847.06847.19844.95842.97841.78842.42843.68844.84846.32846.45850.66850.19847.85847. 94 849.46848.41 848.31850.94846.45845.30843.64842.80842.4 9843.54844.22846.26846.53851.12852.03849.15846.62844.64843.00842.11841.24840.18839.46839.44840.45841.57841.92843.23845.48848.55848.58844.74842.75841.58840.68835.16838.58836.63836.91836.90838.70839.08839.08839.15840.36 840.24841.97T.P.842.17842.35842.04 C.O.SA4R4 EX. SANITARY MANHOLE TC=831.85' 10" CLAY INV.=827.71' N 8" CLAY INV.=827.71' S EX. SANITARY MANHOLE TC=839.22' 10" CLAY INV.=833.32' SW INV.=833.32' N 6" CLAY INV.=834.52' S 20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 (NOT TO BE VACATED) 20' 20' 20'20'20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 845845845850850 8448468478478478478478478478488488 4 8 848848848849849851851MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC AUMANS ADDITION 13779 842.71 A3 13780 842.69 A3 13781 842.32 A3 13782 842.08 A3 13783 840.46 A3 13784 839.74 A3 13785 839.12 A3 13786 838.34 A3 13787 837.84 A3 13788 837.40 A3 13789 837.01 A3 * * ** ** ** * * * * * 8 2 0 8 2 1 81 7 8 1 8 8 1 9 8 4 0 84 1 84 2 8" TEE 8" TEE8" TEE 22.5°BEND 11.25° BEND 8" VALVE 8" VALVE 8" VALVE 8" VALVE 8" VALVE 8" VALVE TEMP. HYDRANT TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 8" D. I .8" D.I.8" D.I. HYDRANT HYDRANT 8" VALVE TEMP. HYDRANT 11.25° BEND 8" TEE 8" D.I.8" VALVE 84 0 837 83 8 83 9 841 842 83 5 83 283 383 4 83 6 83 0 828 82 9 83 1 826 827 825 824 822 823820821 817818 819 8 4 2 842843844APARTMENT BUILDINGAPA R T M E N T B U I L D I N G 1867 839.40 X LINE 18"? RCP 1868 845.45 X LINE 18"? RCP PVMT PVMT PVMT PVMT Golfview D r i v e Kinzer AvenueKinzer AvenueE. Auman Dr.East Auman Drive2677 838.50 STT 2678 836.87 STI 75 76 77 78 79 80 EX. 5' SIDEWALKEX. 5 ' S I D E W A L K EX. 5' SIDEWALK EX. 5 ' S I D E W A L K EX. SANITARY MANHOLE TC=833.41' 8" CLAY INV.=826.41' S 10" CLAY INV.=826.29' W INV.=825.96' N INV.= 824.24' E N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= EX. WET POND WITH NATIVE BANKS 833.00 835.63 837.14 839.57 817.00 APARTMENT BUILDINGEX. 4' MH #805 T.C.=845.97 8" S.D.R. 26 P.V.C N INV.=833.92 8" S.D.R. 26 P.V.C E INV.=833.72 T.C.=845.42 8" S.D.R. 35 P.V.C SE INV.=837.87 EX. TEMP. C.O. #1 TO BE REPLACED WITH MANHOLE T.C.=844.14 8" S.D.R. 35 P.V.C. N INV.=832.60 EX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #467 T.C.=845.17 12" R.C.P. N INV.=839.25 EX. YARD INLET #481 T.C.=844.61 15" R.C.P. N INV.=839.00 EX. YARD INLET #435A T.C.=843.96 36" R.C.P. E INV.=838.49 27" R.C.P. N INV.=838.49 EX. CURB INLET #445 T.C.=843.85 15" R.C.P. N INV.=838.65 15" R.C.P. SW INV.=838.75 EX. CURB INLET #444 T.C.=843.61 12" R.C.P. N INV.=840.33 EX. CURB INLET #468 T.C.=843.48 15" R.C.P. S INV.=838.96 15" R.C.P. NE INV.=838.86 EX. CURB INLET #441 T.C.=843.53 18" R.C.P. NE INV.=838.37 15" R.C.P. S INV.=838.47 EX. CURB INLET #431B T.C.=842.75 15" R.C.P. NE INV.=838.15 12" R.C.P. W INV.=838.25 EX. YARD INLET #469 T.C.=842.59 15" R.C.P. N INV.=839.19 EX. CURB INLET #439 T.C.=842.10 12" R.C.P. NE INV.=837.84 EX. YARD INLET #466 T.C.=841.98 12" R.C.P. S INV.=838.75 12" R.C.P. E INV.=838.65 EX. CURB INLET #438 T.C.=841.94 12" R.C.P. S INV.=835.50 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 48" R.C.P. N INV.=832.93 EX. OUTLET CONTROL #401 T.C.=839.34 15" R.C.P. E INV.=831.32 EX. END SECTION 12" R.C.P. E INV.=833.10 EX. END SECTION 21" R.C.P. SE INV.=832.76 EX. END SECTION 12" R.C.P. N INV.=833.06 SA3 N RI M 10' BIKE LANECONTRACTOR TO REMOVE 186± L.F. OF EX. STORM SEWERSFSFSFS F SF SF SF SF SF SF SF SFSFSFSF SFSFSF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFDATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942TOPOGRAPHICAL SURVEY & DEMOLTION PLANC101 LEGEND CONTOUR FLOW LINE FENCE LINE SANITARY SEWER STORM SEWER WATER LINE WATER VALVE FIRE HYDRANT TELEPHONE LINE TELEPHONE PEDESTAL POWER POLE ELECTRICAL PEDESTAL TELEVISION PEDESTAL TREE LINE TREE CONSTRUCTION LIMITS 870 > o o o TP S W WV DYH T T.P. P.W.P. E.P. TV.P. 1" = 60 FT VEGETATIVE COVER EXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS ON THE SITE. LAND USE ADJACENT PROPERTIES NORTH: GRASS/WEEDS EAST: RESIDENTIAL SOUTH: RESIDENTIAL WEST: RESIDENTIAL TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88" CONTACT: CARMEL UTILITIES (317) 571-2648 FOR WATER & SANITARY SEWER LOCATES IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300) SHOULD BE INSTALLED AS SOON AS PRACTICAL. 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C100 Topographical Survey.dwg - C101Modified / By:September 24, 2020 8:56:54 AM / aguyonPlotted / By:October 6, 2020 8:52:17 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20DEMO AREA (ITEMS TO BE REMOVED) HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE COORDINATES, NAD83. HORIZONTAL CONTROL/COORDINATE: ℄ MONUMENT N: 171521.44 E: 204297.13 E 116th STREET & 1590'± West of N KEYSTONE AVENUE ℄ MONUMENT N: 1715219.42 E: 199112.25 E 116th STREET & S RANGE LINE ROAD ℄ MONUMENT N: 1720538.33 E: 199062.03 S RANGE LINE ROAD & 190'± North of E 126th STREET Denotes Silt Fence Temporary "Coconut Fiber Mat" or Below Grade " Drop Inlet Protection Basket" SF SF SF á NOTE EXISTING DRAINAGE INFRASTRUCTURE INFORMATION IS LABELED BASED OFF OF DESIGNED ELEVATIONS AND SIZES. PLEASE REFER TO ASBUILT INFORMATION FROM PREVIOUS SECTION 1 WHEN AVAILABLE PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES WITHIN THIS SET OF PLANS. ASBUILTS NOT AVAILABLE AT TIME THESE PLANS WERE COMPLETED. SANDTRAPSSANDTRAPSSANDTRAP855853854 853853852851849852852850 85 085 0 84 9 848847846845844851851852852853847847847848 846845 846 EX 16" MA IN EX 8 " MA I NMOHAWK WB LLC****East City Center DriveKinzer Avenue East Auman Drive EX. 10' ASPHALT PATHEX. 10' ASPHALT PATHEX. 5' SIDEWAL K EX. 10' BIKE LA N E EX. 5' SIDEWALK EX. 10' BIKE LANE EX. 5' SIDEWALK EX. 10' BIKE LANE 6465676869Lot 9070717273EX. 4' MH #807T.C.=849.598" S.D.R. 35 P.V.C SINV.=841.92EX. YARD INLET #38EX. MANHOLE #414AT.C.=850.9215" R.C.P. SINV.=844.1912" R.C.P. NINV.=844.2912" R.C.P. WINV.=845.64EX. CURB INLET #418T.C.=851.0012" R.C.P. SINV.=846.81EX. CURB INLET #417T.C.=851.2312" R.C.P. NINV.=846.4912" R.C.P. EINV.=846.39EX. CURB INLET #420T.C.=849.5312" R.C.P. EINV.=845.56EX. CURB INLET #419T.C.=849.7112" R.C.P. WINV.=845.3412" R.C.P. SINV.=845.24EX. CURB INLET #459T.C.=849.0212" R.C.P. SWINV.=845.10EX. MANHOLE #414T.C.=848.7215" R.C.P. NINV.=843.5015" R.C.P. SINV.=843.4012" R.C.P. WINV.=843.80EX. CURB INLET #416T.C.=848.5812" R.C.P. EINV.=844.48EX. CURB INLET #415T.C.=848.6312" R.C.P. WINV.=844.0012" R.C.P. EINV.=843.90EX. CURB INLET #458T.C.=848.3212" R.C.P. NEINV.=844.3512" R.C.P. WINV.=844.25EX. CURB INLET #456T.C.=847.8712" R.C.P. EINV.=843.1124" R.C.P. SINV.=841.3424" R.C.P. NINV.=841.44EX. CURB INLET #457T.C.=847.8324" R.C.P. SINV.=841.97EX. CURB INLET #426T.C.=845.7815" R.C.P. EINV.=840.4618" R.C.P. SEINV.=840.36EX. CURB INLET #413T.C.=845.7415" R.C.P. NINV.=840.9015" R.C.P. WINV.=840.80EX. MANHOLE #453T.C.=844.6724" R.C.P. NINV.=839.8027" R.C.P. SINV.=839.7012" R.C.P. EINV.=839.80EX. CURB INLET #454T.C.=844.8912" R.C.P. WINV.=840.38MATCHLINE " "SHEETAC201MFPG 855.3MLAG 855.3MFPG 855.0MLAG 855.0MFPG 855.0MLAG 855.0MFPG 854.2MLAG 854.2MFPG 854.7MLAG 854.7MFPG 855.3MLAG 855.3MFPG 854.7MLAG 854.7MFPG 854.7MLAG 854.7MFPG 856.0MLAG 856.0MFPG 854.7MLAG 854.7MFPG 856.0MLAG 856.0MFPG 856.0MLAG 856.0MFPG 854.7MLAG 854.7MFPG 854.3MLAG 854.3MFPG 853.3MLAG 853.3MFPG 853.3MLAG 853.3MFPG 853.3MLAG 853.3MFPG 853.3MLAG 853.3MFPG 853.5MLAG 853.5MFPG 853.5MLAG 853.5MFPG 853.2MLAG 853.2MFPG 853.2MLAG 853.2MFPG 853.2MLAG 853.2MFPG 856.0MLAG 856.0MFPG 856.0MLAG 856.0MFPG 846.45MLAG 846.45MFPG 846.85MLAG 846.85MFPG 847.35MLAG 847.35MFPG 847.85MLAG 847.85MFPG 848.35MLAG 848.35MFPG 848.75MLAG 848.75MFPG 849.05MLAG 849.05MFPG 851.35MLAG 851.35MFPG 844.9MLAG 844.9MFPG 851.75MLAG 851.75MFPG 852.05MLAG 852.05MFPG 852.35MLAG 852.35MFPG 852.65MLAG 852.65MFPG 853.05MLAG 853.05MFPG 855.05MLAG 855.05MFPG MLAG MFPG 848.85MLAG 848.85MFPG 849.65MLAG 849.65MFPG 850.55MLAG 850.55MFPG 852.55MLAG 852.55MFPG 852.45MLAG 852.45MFPG 852.25MLAG 852.25MFPG 852.05MLAG 852.05MFPG 851.85MLAG 851.85MFPG 851.65MLAG 851.65MFPG 851.45MLAG 851.45MFPG 851.25MLAG 851.25MFPG 851.15MLAG 851.15MFPG 850.55MLAG 850.55MFPG 849.7MLAG 849.7MFPG 849.7MLAG 849.7MFPG 849.7MLAG 849.7MFPG 851.5MLAG 851.5MFPG 853.35MLAG 853.35MFPG 853.3MLAG 853.3MFPG 853.3MLAG 853.3MFPG 853.3MLAG 853.3MFPG 853.3MLAG 853.3MFPG 853.3MLAG 853.3MFPG 853.3MLAG 853.3MFPG 851.5MLAG 851.5MFPG 855.65MLAG 855.65MFPG 855.25MLAG 855.25MFPG 854.55MLAG 854.55MFPG 851.5MLAG 851.5MFPG 854.05MLAG 854.05MFPG 854.7MLAG 854.7MFPG 854.7MLAG 854.7MFPG 855.35MLAG 855.35MFPG 855.35MLAG 855.35MFPG 855.15MLAG 855.15MFPG 855.05MLAG 855.05MFPG 854.8MLAG 854.8MFPG 854.55MLAG 854.55MFPG 854.35MLAG 854.35MFPG 854.55MLAG 854.55MFPG 854.75MLAG 854.75MFPG 853.95MLAG 853.95MFPG 853.2MLAG 853.2MFPG 855.55MLAG 855.55MFPG 853.65MLAG 853.65MFPG 852.85MLAG 852.85MFPG 855.65MLAG 855.65MFPG 855.65MLAG 855.65MFPG 854.55MLAG 854.55MFPG 853.25MLAG 853.25MFPG 848.05MLAG 848.05MFPG 848.55MLAG 848.55MFPG 849.05MLAG 849.05MFPG 849.55MLAG 849.55MFPG 849.95MLAG 849.95MFPG 849.95MLAG 849.95MFPG 851.95MLAG 851.95MFPG 855.25MLAG 855.25MFPG 855.45MLAG 855.45MFPG 855.45MLAG 855.45MFPG 855.35MLAG 855.35MFPG 854.85MLAG 854.85MFPG 854.15MLAG 854.15MFPG 853.40MLAG 853.40MFPG 852.75MLAG 852.75MFPG 853.25MLAG 853.25MFPG 853.35MLAG 853.35MFPG 853.55MLAG 853.55MFPG 853.05MLAG 853.05MFPG 853.45MLAG 853.45MFPG 853.15MLAG 853.15MFPG 852.65MLAG 852.65MFPG 852.65MLAG 852.65MFPG 852.45MLAG 852.45MFPG 851.55MLAG 851.55MFPG 851.25MLAG 851.25MFPG 850.95MLAG 850.95MFPG 850.65MLAG 850.65MFPG 852.75MLAG 852.75MFPG 851.85MLAG 851.85MFPG 851.55MLAG 851.55MFPG 847.55MLAG 847.5550' R/W 10' D.&.U.E.5' BL 5' BL5' BL5' BL5' BL 5' B.L.5' B.L.10' D.&.U.E.5' B.L. & U.E. 5' BL 5' BL 5' BL5' BL EX. 50' R/W5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' D.&.U.E.5' B.L. 5' B.L. 5' B.L.5' B.L.5' B.L. 5' B.L5' B.L. 5' B.L. & U.E.91.5' R/W91.5' R/WWWWWWWWWW W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWW W W W W W W W W 10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH SEE INTERSECTION DETAILSFOR ELEVATIONS ANDSLOPE DIRECTION OF PATHSEE INTERSECTION DETAILSFOR ELEVATIONS ANDSLOPE DIRECTION OF PATHSEE INTERSECTION DETAILSFOR ELEVATIONS ANDSLOPE DIRECTION OF PATHSD822820821819817807816812144846.0163846.5162847.0161847.5160848.0159848.4158848.9157848.6147846.9145847.8146851.0148852.3149853.6150854.6221850.2156850.9155851.6154852.4153853.1152853.8151854.3222854.1223854.0224853.8225853.6226854.0219854.2220849.9178849.9177850.1176850.3175850.4174850.6173850.8172851.0171851.2170851.4169851.4168853.4236853.3235853.5234853.8233853.9232854.1231854.1230853.4216853.4217853.6218853.1229853.2228853.4227848.9850.1179182-850.6183186-851.1187189-851.5190193-851.6239851.6238851.9237852.4194196-852.4197200-853.1201203-855.0213215-854.6210212-853.6204206-846.8845.7846.1847.3847.8846.6847.1848.3848.8847.6848.0849.2848.3847.7849.8848.6848.9847.2848.1847.0850.1849.9851.2850.6851.0852.0852.7851.3851.6853.4854.1851.9854.6852.3854.7852.5854.5852.6854.3852.8854.1853.0853.4853.9853.5854.5854.2853.6853.4854.8854.9854.7849.2849.6850.8851.5852.0852.1847.2851.3850.8852.1852.5853.8853.4854.3854.2853.6853.9853.1853.7854.5854.0847.7849.6849.2849.4851.4849.4849.8850.4850.5850.7850.9851.1851.3851.5851.7851.8851.8853.2852.9852.7852.4851.8851.9851.7850.8850.5850.2849.9851.7 851.9853.3852.9852.6852.3852.1852.4851.8852.6851.0851.7851.2853.3852.1853.8853.8853.9853.4854.5854.5854.6854.9855.3854.5854.8855.7853.6854.0853.8853.4853.3853.1853.6853.4853.4852.8853.5854.0853.8853.6853.4853.2852.3852.6854.6854.4854.3854.1853.8853.6852.5M.E.853.4M.E.853.2M.E.852.3M.E.853.3M.E.853.4207209-> o o o> o o o> o o o> o o o > o o o5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 10' PATH 5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.CROSSWALKVAR. D.U.S.&L.M.A.E.VAR. D.U.S.&L.M.A.E.VAR. D.U.S.&L.M.A.E.&P.A.E.5' D.&U.E.GILDER DRIVE(Private)ASTOR LANE(Private)MADELYN DRIVE(Private)BARRYMORE DRIVE(Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)POWELL WAY(Private)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)ASTOR LANE(Private)ASTOR LANE(Private)91.5' R/W50' R/W 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK91.5' R/W91.5' R/W5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-B20' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-B××××××××××××××××××××××××××××847.3M.E.846.6853.2852.6107 L.F. SWALE @ 1.00%107 L.F. SWALE @ 1.00%8185' SIDEWALK5' SIDEWALKSIDEWALK ADJACENT TOCURB. SEE DETAIL C80250' R/W 8'(TYP.)22'(TYP.)20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B30'B-B 50' R/W 30'B-B 20'B-B 20'(TYP.)9'(TYP.)20'(TYP.)9'(TYP.)9'(TYP.)20'(TYP.)9'(TYP.)8'(TYP.)8'(TYP.)8'(TYP.)8'(TYP.)22'(TYP.)8'(TYP.)5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.SECTION 4SECTION 3SECTION 4SECTION 3510509507504506503513508514502A498497511517499496502B518502417512501495500493492457491453494502C5' B.L.5' B.L.5' B.L. 5' B.L.5' B.L.T.C.=847.71T.C.=854.67T.C.=853.57T.C.=854.99T.C.=853.60T.C.=853.11T.C.=852.145' SIDEWALK5' SIDEWALK DATE MARK REVISIONS BY CERTIFIED:S & A JOB NO.SHEET NO.DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT. S T O E P P E L W E R T H A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505 phone: 317.849.5935 fax: 317.849.5942 SITE DEVELOPMENT PLAN C200 1" = 50 FTCONTACT: CARMEL UTILITIES(317) 571-2648FOR WATER & SANITARY SEWER LOCATESIF IT WILL BE NECESSARY TO RELOCATE EXISTINGUTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BETHE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITYPOLES SHALL BE LOCATED WITHIN ONE FOOT OF THEPROPOSED RIGHT-OF-WAY.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTINGONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRMTHERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES,STORM SEWERS OR STREETS. CONFLICTS AFTERCONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'SRESPONSIBILITY.STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP(C300) SHOULD BE INSTALLED AS SOON AS PRACTICAL.FLOOD STATEMENTNO PORTION OF THIS SITE LIES WITHIN THE ZONE X ORZONE A FLOODWAY PER FIRM 18057C0145F & 18057C0235FMAPS DATED FEB. 19, 2003.VEGETATIVE COVEREXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS ONTHE SITE.LAND USE ADJACENT PROPERTIESNORTH: RESIDENTIALEAST: RESIDENTIALSOUTH: RESIDENTIALWEST: RESIDENTIALEARTHWORK:1. EXCAVATIONA. EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS. ALLUNSUITABLE MATERIAL AND ALL SURPLUS EXCAVATED MATERIAL NOTREQUIRED SHALL BE REMOVED FROM THE SITE.B. PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFFSITE AS MAYBE NECESSARY TO PRODUCE THE GRADES REQUIRED ON PLANS. FILLOBTAINED FROM OFFSITE SHALL BE OF QUALITY AS SPECIFIED FOR FILLSHEREIN AND THE SOURCE APPROVED BY THE DEVELOPER. IT WILL BE THERESPONSIBILITY OF THE CONTRACTOR FOR ANY COSTS FOR FILL NEEDED.2. REMOVAL OF TREESA. ALL TREES AND STUMPS SHALL BE REMOVED FROM AREAS TO BE OCCUPIEDBY A ROAD SURFACE OR STRUCTURE AREA. TREES AND STUMPS SHALL NOT BEBURIED ON SITE.3. PROTECTION OF TREESA. THE CONTRACTOR SHALL, AT THE DIRECTION OF THE DEVELOPER, ENDEAVORTO SAVE AND PROTECT TREES OF VALUE AND WORTH WHICH DO NOT IMPAIRCONSTRUCTION OF IMPROVEMENTS AS DESIGNED.B. IN THE EVENT CUT OR FILL EXCEEDS 0.5 FOOT OVER THE ROOT AREA, THEDEVELOPER SHALL BE CONSULTED WITH RESPECT TO PROTECTIVE MEASURETO BE TAKEN, IF ANY, TO PRESERVE SUCH TREES.4. REMOVAL OF TOPSOILA. ALL TOPSOIL SHALL BE REMOVED FROM ALL AREAS BENEATH FUTUREPAVEMENTS OR BUILDING. TOPSOIL REMOVAL SHALL BE TO A MINIMUMDEPTH OF 6 INCHES OR TO THE DEPTH INDICATED IN THE GEOTECHNICALREPORT PROVIDED BY THE DEVELOPER TO BE EXCAVATED OR FILLED.TOPSOIL SHOULD BE STORED AT A LOCATION WHERE IT WILL NOT INTERFEREWITH CONSTRUCTION OPERATIONS. THE TOPSOIL SHALL BE FREE OF DEBRISAND STONES.5. UTILITIESA. RULES AND REGULATION GOVERNING THE RESPECTIVE UTILITY SHALL BEOBSERVED IN EXECUTING ALL WORK UNDER THIS SECTION.B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THELOCATION OF EXISTING UNDERGROUND UTILITIES 2 WORKING DAYS PRIOR TOCOMMENCING WORK. FOR UTILITY LOCATIONS TO BE MARKED CALL TOLLFREE 1-800-382-5544 WITHIN INDIANA OR 1-800-428-5200 OUTSIDE INDIANA.6. SITE GRADINGA. DO ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH GRADINGREQUIRED TO BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHOWN ON THEDRAWING.B. THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.05 FEET ABOVEESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.05 FEETPLUS OR MINUS THE ESTABLISHED GRADE. PROVIDE ROUNDINGS AT TOP ANDBOTTOM OF BANKS AND OTHER BREAKS IN GRADE.C. THE ENGINEER SHALL BE NOTIFIED WHEN THE CONTRACTOR HAS REACHEDTHE TOLERANCE AS STATED ABOVE, SO THAT FIELD MEASUREMENTS ANDSPOT ELEVATIONS CAN BE VERIFIED BY THE ENGINEER. THE CONTRACTORSHALL NOT REMOVE HIS EQUIPMENT FROM THE SITE UNTIL THE ENGINEERHAS VERIFIED THAT THE JOB MEETS THE ABOVE TOLERANCE.NOTES TO CONTRACTOR:ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARDPROCTOR TEST METHOD.ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED; BREATHERS SET AT THE DOWNSTREAM PROPERTY LINE AND CRUSHEDOR REMOVED ACROSS THIS SITE. IF ANY OF THESE TILES EXTEND BEYOND THE LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED APOSITIVE OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS ILLEGAL TO BLOCK OFF A PRIVATE "MUTUAL" TILE.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTSWITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'SRESPONSIBILITY.CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THEDEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THEEXISTING AND PROPOSED CITY R/W.EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING, AUXILIARY LANES, ETC.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN LOTS.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES , THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THEDEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE-FOOT OF THE PROPOSED RIGHT-OF-WAY.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THEPROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TODOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OFENGINEERING.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TORESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSEDRIGH-OF-WAY LINE.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY A THE COMPLETION OF THEPROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIT THE CITY PRIOR TO THE START OF CONSTRUCTION TODOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OFENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TOREVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAINSTAGES OF THE WORK AND THE REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSEDRIGHT-OF-WAY.65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADGJSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA 03/20/2019 D PI TE SGEEOTSRPRTEWLEDEHVA DI R J .ADNINAIEEGNI RENOILANSFEPROSTATE OFSFile Name:S:\65840BKM-S3\DWG\C200 Site Development Plan.dwg - C200Modified / By:November 18, 2020 7:33:03 AM / kmitchellPlotted / By:November 18, 2020 7:35:01 AM / Kenny Mitchell GRAMERCY WEST REVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTS DSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20 REVISED FFE MLAG & MFPG ELEVATIONS KJJM11/17/20 LEGENDDenotes Construction LimitsEXISTING SANITARY SEWEREXISTING STORM SEWERPROPOSED GRADEPROPOSED CONTOURPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED WATER LINEPROPOSED SWALEPROPOSED 5' SIDEWALK (BY HOME BUILDER)(DEVELOPER SHALL INSTALL SIDEWALKS ALONGALL COMMON AREAS)ÙADA RAMP TO BE INSTALLEDFOUNTAINEMERGENCY FLOOD ROUTELOT NUMBERPAD ELEVATIONPROPOSED 6" UNDERDRAINSUNDER PUBLIC ROADSFINISH FLOOR ELEVATION IS BASED OFF OF THEBELOW1. (1) FOOT ABOVE THE NEAREST UPSTREAM OR DOWNSTREAM SANITARY MANHOLE, WHICHEVER IS LOWEST.2. 6" (0.5') ABOVE THE MLAGMFPGMINIMUM FLOOD PROTECTION GRADE IS TWO (2)FEET ABOVE THE 100-YEAR ELEVATION.S848.0870W> o o oXXXXX.XFFE 123.4REFER TO SHEETS C400-C406, & C408-C413 FOR STREET GRADEDETAILS.REFER TO SHEET C201 FOR LOT BUILDING ELEVATIONSAND DRIVE SLOPES TABLE.REFER TO SHEET C605 FOR STORM SEWER TABLES.DRAINAGE SUMMARYOVERALLSITE ACREAGE= +/- 29.43 AC.OFFSITE/UPSTREAM ACREAGE= +/- 11.73 AC.ALLOWABLE RELEASE RATE:10YR = 2.03 C.F.S. 100YR = 6.01 C.F.S.POST DEVELOPED RELEASE RATE:10 YR = 1.74 C.F.S. 100 YR = 5.46 C.F.S.SECTION 2/3/4SITE ACREAGE=+/-16.275 AC.IS THE PRIMARY WATER QUALITY TREATMENT FOR THE DEVELOPMENT ASPLANNED IN THE MASTER PLAN - YESIF NO, PROVIDE THE FOLLOWING INFORMATION PER BMP (ONLY FORBMP'S WITH VEGETATIVE SWALE REQ.):*LENGTH OF VEGETATED SWALE TREATMENT (FROM DISCHARGE POINTTO OUTLET PIPE) - N/A*MINIMUM LENGTH OF VEGETATED SWALE TREATMENT AS REQUIRED BYTHE MASTER PLAN - N/AIS THE PRIMARY WATER QUANTITY TREATMENT FOR THE DEVELOPMENT ASPLANNED IN THE MASTER PLAN - YES*IF YES, PROVIDE THE FOLLOWING INFORMATION:TOTAL MASTER PLAN CONTRIBUTING WATERSHED = 41.16 AC.TOTAL WATERSHED CURRENTLY BUILT (OR APPROVED) CONTRIBUTINGTO THIS SYSTEM = 13.155 AC.TOTAL WATERSHED FROM SECTION 2/3/4 CONTRIBUTING TO THE SYSTEM=28.005 AC.TOTAL WATERSHED AVAILABLE IN THE SYSTEM POST-PROJECT = 0.00 AC.IS THE ENTIRE BMP TREATMENT TRAIN TO AN OUTLET POINT BEINGCONSTRUCTED WITH THIS SECTION - NOIF NO, PROVIDE THE FOLLOWING INFORMATION:*MASTER PLAN BMP(S) DOWNSTREAM OF THIS SECTIONS DISCHARGELOCATION (LIST EACH)-EXISTING LAKE #1 (CONSTRUCTED WITH SECTION 1)*BMP(S) DOWNSTREAM THAT HAVE BEEN PREVIOUSLY CONSTRUCTED(LIST EACH)-EXISTING LAKE #1 (CONSTRUCTED WITH SECTION 1)DETENTION BASINS BMP'S CONSTRUCTED WITH THIS SECTION. - VORTECHSWATER QUALITY UNIT (STR. 485B)á NOTEEXISTING DRAINAGE INFRASTRUCTURE INFORMATION IS LABELED BASEDOFF OF DESIGNED ELEVATIONS AND SIZES. PLEASE REFER TO ASBUILTINFORMATION FROM PREVIOUS SECTION 1 WHEN AVAILABLE PRIOR TOCONSTRUCTION OF PROPOSED FACILITIES WITHIN THIS SET OF PLANS.ASBUILTS NOT AVAILABLE AT TIME THESE PLANS WERE COMPLETED. ELECTRIC BOX APARTMENT BUILDING SAND TRAP 847 847847 848848 849850851851MOHAWK WB LLC * * ** ** ** ** ** PVMT PVMTEast Auman Drive73 74 75 76 77 78 79 80 EX. 4' MH #805 T.C.=845.97 8" S.D.R. 26 P.V.C N INV.=833.92 8" S.D.R. 26 P.V.C E INV.=833.72 EX. 4' MH #806 T.C.=844.42 8" S.D.R. 35 P.V.C N INV.=836.88 8" S.D.R. 26 P.V.C S INV.=835.25 8" S.D.R. 35 P.V.C E INV.=836.88 INV.=840.80 EX. MANHOLE #453 T.C.=844.67 24" R.C.P. N INV.=839.80 27" R.C.P. S INV.=839.70 12" R.C.P. E INV.=839.80 EX. CURB INLET #467 T.C.=845.17 12" R.C.P. N INV.=839.25 EX. CURB INLET #454 T.C.=844.89 12" R.C.P. W INV.=840.38 EX. YARD INLET #435A T.C.=843.96 36" R.C.P. E INV.=838.49 27" R.C.P. N INV.=838.49 EX. CURB INLET #445 T.C.=843.85 15" R.C.P. N INV.=838.65 15" R.C.P. SW INV.=838.75 EX. CURB INLET #444 T.C.=843.61 12" R.C.P. N INV.=840.33 EX. CURB INLET #468 T.C.=843.48 15" R.C.P. S INV.=838.96 15" R.C.P. NE INV.=838.86 EX. CURB INLET #431B T.C.=842.75 15" R.C.P. NE INV.=838.15 12" R.C.P. W INV.=838.25 EX. YARD INLET #469 T.C.=842.59 15" R.C.P. N INV.=839.19 EX. YARD INLET #466 T.C.=841.98 12" R.C.P. S INV.=838.75 12" R.C.P. E INV.=838.65 MATCHLINE " " SHEET A C200 MATCHLINE " "SHEETBC202MFPG 843.9 MLAG 843.9MFPG 844.5MLAG 844.5MFPG 846.75MLAG 846.75 MFPG 844.5 MLAG 844.5MFPG 844.5MLAG 844.5 MFPG 846.85 MLAG 846.85 MFPG 846.15MLAG 846.15 MFPG 846.15MLAG 846.15MFPG 845.2MLAG 845.2 MFPG 844.9 MLAG 844.9MFPG 846.15MLAG 846.15MFPG 846.15MLAG 846.15MFPG 846.15MLAG 846.15MFPG 846.15MLAG 846.15MFPG 846.15MLAG 846.15MFPG 846.25MLAG 846.25MFPG 846.15MLAG 846.15MFPG 847.25 MLAG 847.25 MFPG 847.15 MLAG 847.15 MFPG 846.7 MLAG 846.7MFPG 846.45MLAG 846.45MFPG 846.85MLAG 846.85MFPG 847.35MLAG 847.35847.85847.85MFPG 847.05MLAG 847.05MFPG 847.95MLAG 847.95MFPG 848.85MLAG 848.85MLAG 843.9MFPG 843.9MFPG 846.2MLAG 846.2MFPG 844.5MLAG 844.5MFPG 844.5MLAG 844.5MFPG 848.05MLAG 848.05MFPG 848.55MLAG 848.55849.05849.05MFPG 847.55MLAG 847.55MFPG 847.15MLAG 847.15MFPG 846.65MLAG 846.65MFPG 846.15MLAG 846.15MFPG 846.55MLAG 846.55MFPG 846.75MLAG 846.75MFPG 846.15MLAG 846.15MFPG 846.95 MLAG 846.95 MFPG 846.95 MLAG 846.95 MFPG 846.95 MLAG 846.95 MFPG 847.25MLAG 847.25 MFPG 847.25 MLAG 847.25 MFPG 847.25 MLAG 847.25 MFPG MLAG MFPG 845.75MLAG 845.75MFPG 846.75MLAG 846.75MFPG 846.05MLAG 846.05MFPG 846.75MLAG 846.75MFPG 846.15MLAG 846.15 46' R/W5' BL5' BL5' BL5' B.L.10' D.&.U.E.10' D.&.U.E.EX. 50' R/W 5' BL5' BL 5' B.L. & U.E.5' B.L. & U.E.5' B.L.50' R/W46' R/W 5' B.L.5' B.L.10' B.L.5' BL 10' D.&.U.E.10' D.&.U.E.10' B.L.VAR. B.L.10 ' B . L . EX. 50' R/W 5' BL 10' D.&.U.E.10' D.&.U.E.10' D.&.U.E.10' D.&.U.E. 5' BL 5' BL 5' BL 5' BL 5' BL 5' B L 5' BL 5' BL 5' BL 5' BL 5' BL5' BL5' BL5.5' P.A.E.> o o o > o o o > o o o > o o o > o o o > o o oWWWWWWWWWWWWWWWWWWW W W W WW10' ASPHALT PATH10' ASPHALT PATHSEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH SEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH S D D 812 811A 811 805 845.7 122 845.3 123 845.2 124 845.6 125 844.6 126 844.6 127 845.6 128 845.8 129 846.1 130 846.4 131 845.1 132 844.6 133 845.0 134 845.5 135 845.0 136 844.6 142 845.2 143 846.1 144 844.3 167 844.6 166 845.1 165 845.5 164 846.0 163 846.5 162 847.0 161 847.5 846.9 145 845.6 107109-846.2 110112- 846.7 113115-846.9 116 118- 845.8 119121- 845.8846.4847.0847.1846.5845.9846.3 845.7846.5846.4846.2846.5 846.1845.7 846.0 846.3 845.8846.3 845.4846.3 846.2 845.0 845.4845.6 845.3 845.2 844.9844.4 844.8 845.0845.3 844.8 844.1 845.8846.0846.2846.2845.9 845.5 845.5 845.3 845.1 845.0 845.1 844.7 844.5845.0 844.7 844.2 844.3844.6 844.9 844.3 845.4 844.5 844.9845.9 845.3846.4 846.8 845.7 846.1847.3 847.8 846.6847.2 848.1 847.0 846.8 846.7 844.5 844.9846.3 847.2 846.3 845.5 845.9 846.2 845.8 846.4 847.0 846.9 846.3 845.7845.2846.6 H.P. 845.9845.1844.2 232 L.F. SWALE @ 1.05%276 L.F. SWALE @ 1.01%> o o o> o o o> o o o> o o o> o o o5' SIDEWALK40' SETBACK MADELYN DRIVE(Private)STEINBECK PLACE (Private)ASTOR LANE(Private)LAGERFIELD DRIVE (Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)31' D.U.&S.S.E. 45.75' R/W EX. 45.75' HALF R/W 91.5' R/W 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK21' I.E.E.B-B 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E. B-B 21' I.E.E. B-B 21' I.E.E.B-B× × × × × × × × × × × × × 845.0 M.E. 845.2 M.E. 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK W W 845.3845.2 21' I.E.E.B-B 20' B-B 20'B-B 30'B-B8'(TYP.)8'(TYP.)20'(TYP.)9' (TYP.) SECTION 3 SECTION 2 SECTION 3 SECTION 2 469A 474 453 476 475 494 477 478 479 472B 472A 435A 436A 469 478A T.C.=846.02 T.C.=845.65 T.C.=847.71 845.3 M.E. 845.1845.0 Gramercy Development Partners, LLC Inst. No.: 2006-072083 (Tract II) LOT #MLAG GAR MFF GAR. LIP HIGH SIDE HIGH SIDE HIGH SIDE Elevation Drive Slope 70 844.75 845.25 845.70 845.13 843.99 5 71 845.10 845.60 846.05 845.48 843.95 5 72 845.10 845.60 846.05 845.48 843.95 5 73 845.25 845.75 846.20 845.63 844.34 5 74 845.65 846.15 846.60 846.03 844.74 5 75 845.95 846.45 846.90 846.33 845.14 5 76 846.05 846.55 847.00 846.43 845.32 5 77 846.05 846.55 847.00 846.43 845.30 5 78 845.85 846.35 846.80 846.23 845.09 5 79 844.95 845.45 845.90 845.33 844.11 5 80 844.45 844.95 845.40 844.83 843.89 5 81 844.45 844.95 845.40 844.83 843.67 5 82 844.25 844.75 845.20 844.63 843.46 5 83 844.05 844.55 845.00 844.43 843.24 8 84 843.85 844.35 844.80 844.23 843.06 18 85 843.65 844.15 844.60 844.03 842.82 8 86 845.45 845.95 846.40 845.83 842.58 5 87 843.30 843.80 844.25 843.68 842.34 6 88 843.30 843.80 844.25 843.68 842.08 8 89 845.85 846.35 846.80 846.23 844.66 24 90 845.85 846.35 846.80 846.23 844.89 14 91 845.85 846.35 846.80 846.23 845.04 6 92 846.35 846.85 847.30 846.73 845.12 5 93 846.35 846.85 847.30 846.73 845.42 5 94 846.35 846.85 847.30 846.73 845.58 5 95 846.35 846.85 847.30 846.73 845.61 5 96 846.35 846.85 847.30 846.73 845.55 5 97 846.35 846.85 847.30 846.73 845.10 5 98 845.75 846.25 846.70 846.13 844.96 5 99 845.75 846.25 846.70 846.13 844.66 5 100 845.75 846.25 846.70 846.13 844.18 5 101 845.65 846.15 846.60 846.03 844.12 5 102 845.65 846.15 846.60 846.03 844.56 5 103 845.65 846.15 846.60 846.03 844.84 5 104 846.45 846.95 847.40 846.83 844.93 5 105 846.45 846.95 847.40 846.83 845.37 5 106 846.45 846.95 847.40 846.83 845.61 5 107 847.25 847.75 848.20 847.63 845.74 5 108 847.25 847.75 848.20 847.63 846.17 5 109 847.25 847.75 848.20 847.63 846.42 5 110 847.25 847.75 848.20 847.63 846.54 5 111 847.25 847.75 848.20 847.63 846.69 5 112 847.25 847.75 848.20 847.63 846.49 5 113 847.15 847.65 848.10 847.53 846.40 5 114 847.15 847.65 848.10 847.53 846.23 5 115 847.15 847.65 848.10 847.53 846.13 5 116 847.25 847.75 848.20 847.63 846.19 5 117 847.25 847.75 848.20 847.63 846.47 5 118 847.25 847.75 848.20 847.63 846.54 5 119 847.25 847.75 848.20 847.63 846.51 5 120 847.25 847.75 848.20 847.63 846.34 5 121 847.25 847.75 848.20 847.63 846.12 6 122 846.85 847.35 847.80 847.23 846.09 56 123 846.75 847.25 847.70 847.13 845.95 18 124 846.55 847.05 847.50 846.93 845.74 13 125 846.20 846.70 847.15 846.58 845.34 13 126 846.15 846.65 847.10 846.53 844.92 5 127 846.15 846.65 847.10 846.53 845.09 5 128 846.95 847.45 847.90 847.33 846.14 5 129 846.95 847.45 847.90 847.33 846.25 5 130 846.95 847.45 847.90 847.33 846.20 5 131 846.75 847.25 847.70 847.13 845.99 5 132 846.75 847.25 847.70 847.13 845.59 5 133 845.75 846.25 846.70 846.13 844.84 5 134 846.05 846.55 847.00 846.43 845.13 5 135 846.75 847.25 847.70 847.13 845.89 5 136 846.15 846.65 847.10 846.53 845.26 5 137 845.75 846.25 846.70 846.13 844.96 5 138 845.45 845.95 846.40 845.83 844.63 5 139 845.05 845.55 846.00 845.43 844.29 5 140 844.75 845.25 845.70 845.13 843.96 5 LOT #MLAG GAR MFF GAR. LIP HIGH SIDE HIGH SIDE HIGH SIDE Elevation Drive Slope 141 844.45 844.95 845.40 844.83 843.62 5 142 846.25 846.75 847.20 846.63 845.08 13 143 847.05 847.55 848.00 847.43 845.87 13 144 847.95 848.45 848.90 848.33 846.72 13 145 848.85 849.35 849.80 849.23 847.57 13 146 849.65 850.15 850.60 850.03 848.42 13 147 850.55 851.05 851.50 850.93 849.27 13 148 853.25 853.75 854.20 853.63 851.94 12 149 854.55 855.05 855.50 854.93 853.15 12 150 855.65 856.15 856.60 856.03 854.35 12 151 855.35 855.85 856.30 855.73 854.57 5 152 854.85 855.35 855.80 855.23 854.06 5 153 854.15 854.65 855.10 854.53 853.34 5 154 853.40 853.90 854.35 853.78 852.62 5 155 852.75 853.25 853.70 853.13 851.90 5 156 851.95 852.45 852.90 852.33 851.18 5 157 849.95 850.45 850.90 850.33 849.66 5 158 849.95 850.45 850.90 850.33 849.20 5 159 849.55 850.05 850.50 849.93 848.72 5 160 849.05 849.55 850.00 849.43 848.24 5 161 848.55 849.05 849.50 848.93 847.76 5 162 848.05 848.55 849.00 848.43 847.28 5 163 847.55 848.05 848.50 847.93 846.80 5 164 847.15 847.65 848.10 847.53 846.32 5 165 846.65 847.15 847.60 847.03 845.84 5 166 846.15 846.65 847.10 846.53 845.35 5 167 846.15 846.65 847.10 846.53 844.87 5 168 853.95 854.45 854.90 854.33 852.08 5 169 853.65 854.15 854.60 854.03 852.08 5 170 853.45 853.95 854.40 853.83 851.89 5 171 853.15 853.65 854.10 853.53 851.67 5 172 852.65 853.15 853.60 853.03 851.46 5 173 852.65 853.15 853.60 853.03 851.24 5 174 852.45 852.95 853.40 852.83 851.02 5 175 851.55 852.05 852.50 851.93 850.81 5 176 851.25 851.75 852.20 851.63 850.59 5 177 851.15 851.65 852.10 851.53 850.34 5 178 850.65 851.15 851.60 851.03 849.72 5 179 851.55 852.05 852.50 851.93 849.53 5 180 851.55 852.05 852.50 851.93 849.79 5 181 851.55 852.05 852.50 851.93 850.62 5 182 851.55 852.05 852.50 851.93 850.81 5 183 851.85 852.35 852.80 852.23 850.88 5 184 851.85 852.35 852.80 852.23 851.02 5 185 851.85 852.35 852.80 852.23 851.31 5 186 851.85 852.35 852.80 852.23 851.46 5 187 852.75 853.25 853.70 853.13 851.53 5 188 852.75 853.25 853.70 853.13 851.78 5 189 852.75 853.25 853.70 853.13 851.93 5 190 852.85 853.35 853.80 853.23 850.00 5 191 852.85 853.35 853.80 853.23 852.14 5 192 852.85 853.35 853.80 853.23 852.38 5 193 852.85 853.35 853.80 853.23 852.25 5 194 853.35 853.85 854.30 853.73 852.02 5 195 853.35 853.85 854.30 853.73 852.33 5 196 853.35 853.85 854.30 853.73 852.51 5 197 854.05 854.55 855.00 854.43 852.66 5 198 854.05 854.55 855.00 854.43 852.95 5 199 854.05 854.55 855.00 854.43 853.13 5 200 854.05 854.55 855.00 854.43 853.28 9 201 854.55 855.05 855.50 854.93 853.33 7 202 854.55 855.05 855.50 854.93 853.60 12 203 854.55 855.05 855.50 854.93 853.79 26 204 855.25 855.75 856.20 855.63 853.90 5 205 855.25 855.75 856.20 855.63 854.21 5 206 855.25 855.75 856.20 855.63 854.38 5 207 855.65 856.15 856.60 856.03 854.46 5 208 855.65 856.15 856.60 856.03 854.68 5 209 855.65 856.15 856.60 856.03 854.81 5 210 856.00 856.50 856.95 856.38 854.87 5 211 856.00 856.50 856.95 856.38 855.10 5 LOT #MLAG GAR MFF GAR. LIP HIGH SIDE HIGH SIDE HIGH SIDE Elevation Drive Slope 212 856.00 856.50 856.95 856.38 855.22 5 213 856.00 856.50 856.95 856.38 855.29 5 214 856.00 856.50 856.95 856.38 855.51 5 215 856.00 856.50 856.95 856.38 855.64 5 216 856.00 856.50 856.95 856.38 853.87 13 217 854.70 855.20 855.65 855.08 853.73 13 218 855.30 855.80 856.25 855.68 854.06 13 219 855.30 855.80 856.25 855.68 854.42 13 220 855.55 856.05 856.50 855.93 854.76 13 221 855.65 856.15 856.60 856.03 854.97 13 222 855.45 855.95 856.40 855.83 854.67 5 223 855.45 855.95 856.40 855.83 854.64 5 224 855.25 855.75 856.20 855.63 854.45 5 225 855.05 855.55 856.00 855.43 854.26 5 226 855.00 855.50 855.95 855.38 854.07 5 227 854.75 855.25 855.70 855.13 853.91 5 228 854.55 855.05 855.50 854.93 853.73 5 229 854.70 855.20 855.65 855.08 853.57 5 230 855.35 855.85 856.30 855.73 854.63 8 231 855.35 855.85 856.30 855.73 854.59 5 232 855.15 855.65 856.10 855.53 854.42 5 233 855.05 855.55 856.00 855.43 854.25 5 234 854.80 855.30 855.75 855.18 854.05 5 235 854.55 855.05 855.50 854.93 853.81 5 236 854.35 854.85 855.30 854.73 853.56 15 237 853.30 853.80 854.25 853.68 852.32 5 238 853.30 853.80 854.25 853.68 852.09 5 239 853.50 854.00 854.45 853.88 851.84 5 22.80% 42.00% 42.00% 37.20% 37.20% 35.20% 33.60% 34.00% 34.20% 35.80% 30.20% 34.60% 34.80% 22.00% 9.67% 22.25% 76.40% 31.83% 27.12% 8.92% 13.64% 29.33% 43.60% 37.60% 34.40% 33.80% 35.00% 44.00% 34.80% 40.80% 50.40% 49.60% 40.80% 35.20% 49.40% 40.60% 35.80% 49.20% 40.60% 35.60% 33.20% 30.20% 34.20% 34.00% 37.40% 39.40% 40.20% 34.60% 33.20% 33.80% 37.20% 34.67% 3.05% 9.72% 13.54% 13.92% 43.60% 40.20% 35.20% 33.00% 34.00% 34.20% 42.20% 37.20% 37.40% 36.20% 36.80% 34.80% 35.40% 34.20% 34.80% 35.60% 16.31% 16.38% 16.77% 17.15% 16.77% 17.15% 18.83% 19.58% 18.75% 34.60% 34.80% 35.20% 34.60% 36.00% 34.40% 24.80% 34.00% 35.60% 35.20% 34.80% 34.40% 34.00% 35.60% 35.20% 35.00% 44.60% 56.40% 50.40% 50.20% 48.60% 42.80% 47.20% 47.60% 33.80% 32.20% 35.20% 37.60% 59.40% 54.20% 37.60% 33.80% 38.40% 35.60% 29.80% 26.80% 43.40% 38.40% 35.40% 76.00% 33.20% 28.40% 31.00% 45.60% 39.40% 35.80% 46.80% 41.00% 37.40% 19.11% 31.00% 15.83% 6.58% 46.00% 39.80% 36.40% 42.80% 38.40% 35.80% 41.60% 37.00% 34.60% 33.20% 28.80% 26.20% 23.69% 14.77% 16.85% 14.08% 13.38% 12.54% 34.60% 35.20% 35.00% 34.80% 37.60% 35.80% 35.40% 41.60% 20.88% 34.20% 33.60% 35.00% 34.00% 33.80% 11.60% 38.60% 43.20% 52.20%DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942SITE DEVELOPMENT PLANC201 1" = 50 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C200 Site Development Plan.dwg - C201Modified / By:November 18, 2020 7:33:03 AM / kmitchellPlotted / By:November 18, 2020 9:03:05 AM / Kenny MitchellGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20REVISED FFE MLAG & MFPG ELEVATIONSKJJM11/17/20LEGEND Denotes Construction Limits EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) Ù ADA RAMP TO BE INSTALLED FOUNTAIN EMERGENCY FLOOD ROUTE LOT NUMBER PAD ELEVATION PROPOSED 6" UNDERDRAINS UNDER PUBLIC ROADS FINISH FLOOR ELEVATION IS BASED OFF OF THE BELOW 1. (1) FOOT ABOVE THE NEAREST UPSTREAM OR DOWNSTREAM SANITARY MANHOLE, WHICHEVER IS LOWEST. 2. 6" (0.5') ABOVE THE MLAG MFPG MINIMUM FLOOD PROTECTION GRADE IS TWO (2) FEET ABOVE THE 100-YEAR ELEVATION. S 848.0 870 W > o o oXX XXX.X FFE 123.4 á NOTE EXISTING DRAINAGE INFRASTRUCTURE INFORMATION IS LABELED BASED OFF OF DESIGNED ELEVATIONS AND SIZES. PLEASE REFER TO ASBUILT INFORMATION FROM PREVIOUS SECTION 1 WHEN AVAILABLE PRIOR TO CONSTRUCTION OF PROPOSED FACILITIES WITHIN THIS SET OF PLANS. ASBUILTS NOT AVAILABLE AT TIME THESE PLANS WERE COMPLETED. Golfview DriveAPARTMENT BUILDINGAPARTMENT BUILDING847848843 842 846847847848848849849849 84983 5 83 1 83 2 83 3 83 4 83 6 83 7 83 8 83 9 82 5 83 0 8 2 4 82 6 82 7 82 8 82 9 83 1 8 2 2 8 2 3 836840838835834840847 847 849 849 C.O.EX. SANITARY MANHOLE TC=831.85' 10" CLAY INV.=827.71' N 8" CLAY INV.=827.71' S EX. SANITARY MANHOLE TC=839.22' 10" CLAY INV.=833.32' SW INV.=833.32' N 6" CLAY INV.=834.52' S 20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 (NOT TO BE VACATED) 20' 20' 20'20'20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 MOHAWK WB LLC MOHAWK WB LLC * * * * * * 8 2 0 8 2 1 81 7 8188 1 9 84 0 8 4 1 84 2 84 0 837 83 8 83 9 841 842 83 5 83 2 83 383 4 83 6 83 0 828 82 9 83 1 826 827 825 824 822 823820821 817818 819 8 4 2 842843844APARTMENT BUILDINGAPA R T M E N T B U I L D I N G PVMT PVMT PVMT Golfview D r i v e Kinzer AvenueKinzer AvenueEX. 5' SIDEWALKEX. 5 ' S I D E W A L K EX. 5' SIDEWALK EX. 5 ' S I D E W A L K EX. SANITARY MANHOLE TC=833.41' 8" CLAY INV.=826.41' S 10" CLAY INV.=826.29' W INV.=825.96' N INV.= 824.24' E N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= EX. WET POND WITH NATIVE BANKS 833.00 835.63 837.14 839.57 817.00 APARTMENT BUILDINGEX. 4' MH #805 T.C.=845.97 8" S.D.R. 26 P.V.C N INV.=833.92 8" S.D.R. 26 P.V.C E INV.=833.72 EX. 4' MH #810 T.C.=845.42 8" S.D.R. 35 P.V.C SE INV.=837.87 EX. TEMP. C.O. #1 TO BE REPLACED WITH MANHOLE T.C.=844.14 8" S.D.R. 35 P.V.C. N INV.=832.60 EX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #467 T.C.=845.17 12" R.C.P. N INV.=839.25 EX. YARD INLET #481 T.C.=844.61 15" R.C.P. N INV.=839.00 EX. CURB INLET #444 T.C.=843.61 12" R.C.P. N INV.=840.33 EX. CURB INLET #441 T.C.=843.53 18" R.C.P. NE INV.=838.37 15" R.C.P. S INV.=838.47 EX. CURB INLET #431B T.C.=842.75 15" R.C.P. NE INV.=838.15 12" R.C.P. W INV.=838.25 EX. CURB INLET #439 T.C.=842.10 12" R.C.P. NE INV.=837.84 EX. YARD INLET #466 T.C.=841.98 12" R.C.P. S INV.=838.75 12" R.C.P. E INV.=838.65 EX. CURB INLET #438 T.C.=841.94 12" R.C.P. S INV.=835.50 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 48" R.C.P. N INV.=832.93 EX. OUTLET CONTROL #401 T.C.=839.34 15" R.C.P. E INV.=831.32 EX. END SECTION 12" R.C.P. E INV.=833.10 EX. END SECTION 21" R.C.P. SE INV.=832.76 EX. END SECTION 12" R.C.P. N INV.=833.06 10' BIKE LANEMATCHLINE " "SHEETBC201MATCHLINE " "SHEETCC202POOL (1,050 sq.ft.)BATHHOUSEPICNIC AREA MULCH PLAYGROUND AREA BIK E S H A R E E A S E M E N T CONNECT TO EXISTING SIDEWALK FFE 844.05' SIDEWALK× EX. WATERSERVICE LINE C.O. 838 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 0+000+22438A 22 L.F. 12" HDPE @ 1 . 0 0 % 844.0 843.6 843.6 844.0 842.9 842.2 842.8 842.5 842.2 MFPG 841 . 57ML AG 841 .5 7MFPG 841 . 57ML AG 841 .5 7MFPG 841 .57ML AG 841.5 7MFPG 841 . 57MLAG 841 .5 7MF PG 841 .5 7ML AG 841 .57MFPG 841.57MLAG 841.57MFPG 845.1MLAG 845.1MFPG 845.1MLAG 845.1MFPG 845.2MLAG 845.2MFPG 844.0MLAG 844.0MFPG 843.9 MLAG 843.9MFPG 843.9 MLAG 843.9MFPG 843.9 MLAG 843.9MFPG 843.9 MLAG 843.9 MFPG 845.2MLAG 845.2 MFPG 845.2MLAG 845.2MLAG 843.9MFPG 843.9MFPG 843.9MLAG 843.9 MFPG 843.9MLAG 843.9 MFPG 847.25MLAG 847.25 MFPG 846.45 MLAG 846.45MFPG 846.05MLAG 846.05MFPG 846.75MLAG 846.75MFPG 845.65MLAG 845.65 MFPG 846.15MLAG 846.15 MFPG 845.75MLAG 845.75 MFPG 845.45MLAG 845.45 MFPG 845.05MLAG 845.05 MFPG 844.75MLAG 844.75 MFPG 844.45MLAG 844.45 MFPG 845.75MLAG 845.75MFPG 845.2MLAG 845.2 MFPG 846.35MLAG 846.35MFPG 844.75MLAG 844.75MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 845.85MLAG 845.85MFPG 846.05MLAG 846.05MFPG 846.05MLAG 846.05MFPG 845.95MLAG 845.95MFPG 845.65MLAG 845.65MFPG 845.25MLAG 845.25MFPG 846.35MLAG 846.35MFPG 845.85MLAG 845.85MFPG 844.0MLAG 844.0 MFPG 843 .3MLAG 843 .3MFPG 843 .3ML AG 843 .3MFPG 845.4 5ML AG 845.4 5MFPG 843. 65MLA G 843 . 65MF PG 843 .8 5ML AG 843 .8 5 MF P G 84 1 . 5 7 ML A G 841 . 5 7 MF P G 84 1 . 5 7 ML A G 84 1 . 5 7 MF P G 84 1 . 5 7 MLA G 84 1 . 5 7 MF P G 84 1 . 5 7 MLA G 84 1 . 5 7 MF P G 84 1 . 5 7 MLA G 84 1 . 5 7 MF P G 84 4 . 0 5 ML A G 84 4 . 0 5 MF P G 84 4 . 2 5 ML A G 84 4 . 2 5 MF P G 84 4 . 4 5 ML A G 84 4 . 4 5 MF P G 84 4 . 4 5 ML A G 84 4 . 4 5 MF P G 84 4 . 9 5 MLA G 84 4 . 9 531' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E. 21' I.E. E.21' I.E.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. & B.M.P.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E.5' B.L.5' BL5' BL5' BL1 4 ' B .L . 5' BL31' D.U.&S. S. E. VAR. D.U.& L.M.A.E.&P.A.E.& B.M.P.E. 10' P.A.E.10' P.A.E.10' P.A.E.5' D.&U.E. 5' D.&U.E. 10' D.&.U.E.10' D.&.U.E.15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.5' BL5' B L 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL5' BL5' B L5' BL5' BL 5' B L5' BL15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.10' D.&.U.E.5.5' P.A.E.VAR. B . M. P. E. VAR. S.L.E. 10' > o o o > o o o > o o o > o o o W W W W W WWWWWWWWW W WWWWWW804A 813 814 815 841.2 88 841.2 87 841.5 86 841.8 85 842.1 84 842.4 83 842.6 82 842.9 81 843.2 80 843.5 79 844.6 78 844.8 77 845.0 76 844.8 75 844.6 74 844.4 73 844.3 72 844.3 71 844.4 70 845.0 134 845.5 135 845.0 136 844.8 137 844.6 138 844.3 139 844.1 140 844.1 141 844.4 89 91- 844.8 92 94- 845.1 95 97- 844.7 98 100- 844.5 101103-845.1 104106- 845.6 107109- 841.5 842.2 841.5 840.6 841.8 842.4 842.7 842.1 842.2 842.9 843.1 842.5 842.2 842.8 843.1 843.5 843.7 843.4 843.0 843.0 844.2 844.1844.2844.9 845.1 844.0 844.2 845.3 844.2845.2 844.9 844.0 844.5 844.8 844.6844.1 843.8 844.5 844.8844.0 843.9 843.9 844.8 845.0845.5 844.1 845.6845.6 845.0 844.1 845.1 844.7 844.1 843.6 845.8845.3845.8846.4 844.9845.7846.5 843.7844.0844.3844.7845.0845.4845.6 845.3 845.2 844.9844.4 844.8 844.6 844.5 844.3 844.1 844.3 844.4 844.5 841.3 H.P. > o o o > o o o> o o o> o o o> o o o> o o o845.3 843.5 846.3 845.7 845.2 845.7845.2 843.8 100 L. F . S W A L E @ 1 . 8 0 %16 5 L . F . SWALE @ 1 . 46% 276 L.F. SWALE @ 1.01%5' SIDEWALK5' SIDEWALK10' BIKE LANESTEINBECK PLACE (Private)VALENTINE DRIVE(Private)V AL E NT I NE DRI VE( P r i v a t e ) 5' SIDEWALK 5' SIDEWALK 5' SIDEW A L K5' S IDEWALK 5' S I D E W A L K5' SIDEW A L K 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK × × W W W W W W WWWWWWWWWWWWWWWWWWWWW844.6H.P.> o o o> o o o> o o o> o o o> o o o> o o o79 L.F. SWALE @ 1.23%217 L.F. SWALE @ 1.00%842.3 MANHOLE 487A TO BE TIED INTO EX. PIPE 8438428418408398388378365' SIDEWALK 5' SIDEWALK 5' SIDEWALK SEE AMENITY AREA PLAN C204 FOR SIDEWALK CONNECTION. × 20' (TYP.)9'(TYP.)20'(TYP.)9'(TYP. ) 20' (TYP . ) 9' (TYP . )> o o o> o o o> o o o> o o o> o o o SECTION 3 SECTION 2 481 487A 482 483 485 486 487 488 486A 488A 489 484 488B 485A 485B 520 462 16 17 18 19 T.C.=844.69 T.C.=844.05 T.C.=843.00 T.C.=842.80 843.3 5' SIDEWALK 838835834C.O. C.O. C.O.C.O. C.O. C.O. EX. STORM INLET TC=805.60' INV.=803.40' E EX. SANITARY MANHOLE TC=834.32' 8" CLAY INV.=829.72' N 6" CLAY INV.=829.72' E EX. SANITARY MANHOLE TC=832.61' 8" CLAY INV.=829.30' N INV.=829.30' S 6" CLAY INV.=829.30' E EX. SANITARY MANHOLE TC=833.15' 8" CLAY INV.=828.66' N INV.=828.66' S EX. SANITARY MANHOLE TC=831.85' 10" CLAY INV.=827.71' N 8" CLAY INV.=827.71' S EX. SANITARY MANHOLE TC=839.22' 10" CLAY INV.=833.32' SW INV.=833.32' N 6" CLAY INV.=834.52' S 20'842MOHAWK WB LLC GOLFVIEW DRIVE SAND TRAPS Golfview D r i v e Kinzer AvenueEX. SANITARY MANHOLE TC=833.41' 8" CLAY INV.=826.41' S 10" CLAY INV.=826.29' W INV.=825.96' N INV.= 824.24' E EX. SANITARY MANHOLE TC=832.53' 10/12" CLAY INV.=823.92' W 10/12" CLAY INV.=821.69' S I N D I A N T R A I L D R I V E EX. SANITARY MANHOLE TC=829.32' INV.=821.27' NW INV.=821.62' SW INV.=821.27' E APARTMENT BUILDINGEX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 21" R.C.P. SE INV.=832.76 MATCHLINE " "SHEETCC202MFPG 841 .57MLAG 841. 57MFPG 841 .57MLAG 841 .57MFPG 841 .57MLAG 841 .57MF PG 841 .57ML AG 841 .57MFPG 841 . 57MLAG 841 .57MFPG 843 .3MLAG 843 . 3MF PG 843 .3MLAG 843 .3MF PG 845 .45MLAG 845 .45MF PG 843 .65ML AG 843 .65843 . 85 84 1 . 5 7 84 1 . 5 7 80' R/W 80' R/ W5' BL VAR. D.U.& L.M.A.E.&P.A.E.& B.M.P.E.5' BLVAR. B.M.P.E.VAR. B.M.P.E.VAR. B . M . P. E. VAR. B. M . P. E.W841.2 88 841.2 87 841.5 86 841.8 85 842.1 84 841.5 842.2 841.5 840.6 841.8 842.4 842.7 842.1 842.2 842.2 5' SIDEWALK5' SIDEWALK10' BIKE LANE5' SIDEWALK5' SIDEWALK10' BIKE LANE5' SIDEW A L K 5' S IDEWALK 5' SIDEWALK W W W W W W WWWSEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH > o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o 32± L.F . OPEN C U T SWALE - 687 L.F. 6" S.S.D.@ 0.38%488 488A 488B 523 522 521 520 462 526 525 524 527 529 528 PROPOSED SWALE 2 YEAR ELEV.=831.74 10 YEAR ELEV.=832.40 100 YEAR ELEV.=832.68 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942SITE DEVELOPMENT PLANC202ADDED CONCRETE SWALE AND STORM SEWER07/10/19ADG65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C200 Site Development Plan.dwg - C202Modified / By:November 18, 2020 7:33:03 AM / kmitchellPlotted / By:November 18, 2020 8:08:42 AM / Kenny MitchellGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20REVISED FFE MLAG & MFPG ELEVATIONSKJJM11/17/20 1" = 50 FT REFER TO SHEETS C200 FOR LEGEND & NOTES. REFER TO SHEET C201 FOR LOT BUILDING ELEVATIONS AND DRIVE SLOPES TABLE. REFER TO SHEET C605 FOR STORM SEWER TABLES.11 NOT TO SCALE 3' - 0" SWALE CROSS SECTION 6" SSD No.8 CRUSHED STONE SLOPE = 3 : 1 SLOP E = 3 : 1 6"12"LC 42' * * * * *EX. 5' SIDEWALKEX. 5 ' S I D E W A L K EX. 5' SIDEWALK EX. 5 ' S I D E W A L K N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= EX. WET POND WITH NATIVE BANKS 833.00 835.63 837.14 839.57 817.00 6 BI C Y C L E P A R K I N G SPA C E S @ 2 . 5 ' x 6 ' 29. 8 '25'25'5.3'32.7'43'36.7 ' 8' 8' 8' 6.5'8'8'8'3.1'15.6'POOL (1,050 sq.ft.)BATHHOUSEPICNIC AREA MULCH PLAYGROUND AREA BIK E S H A R E E A S E M E N T CONNECT TO EXISTING SIDEWALK FFE 844.05' SIDEWALK× EX. WATER SERVICE LINE C.O. 838 5' SIDEWALK 5' SIDEWALK5' SIDEWALK0+00 0+22 438A 22 L.F. 12" HDPE @ 1 . 0 0 % 11. 7 ' EX. CURB INLET #438 T.C.=841.94 12" R.C.P. S INV.=835.50 14.7'14.7'1.5' 1.5' 42. 2 '25'42.7'9' 6.3'6.3'EX. 4' MH #801A T.C.=843.48 8" S.D.R. 35 P.V.C NW INV.=830.95 8" S.D.R. 35 P.V.C E INV.=830.85 54.5' 9.4'17.9'30. 7 ' 32.3' 30.4' 58.2 ' EX. 4' MH #802 T.C.=843.09 8" S.D.R. 35 P.V.C NW INV.=831.40 8" S.D.R. 35 P.V.C SE INV.=831.30 8" S.D.R. 26 P.V.C NE INV.=831.50 EX. 4' MH #803 T.C.=843.26 8" S.D.R. 35 P.V.C SW INV.=832.09 8" S.D.R. 35 P.V.C SE INV.=831.89 4.1'A A D C CB B E EX. CURB INLET #441 T.C.=843.53 18" R.C.P. NE INV.=838.37 15" R.C.P. S INV.=838.47 EX. 4' MH #804 T.C.=843.84 8" S.D.R. 26 P.V.C W INV.=832.48 8" S.D.R. 35 P.V.C NE INV.=832.38 8" S.D.R. 35 P.V.C S INV.=832.48 EX. 4' MH #804 (2) T.C.=844.14 8" S.D.R. 35 P.V.C N INV.=832.74 EX. YARD INLET #481 T.C.=844.61 15" R.C.P. N INV.=839.00 EX. CURB INLET #439 T.C.=842.10 12" R.C.P. NE INV.=837.84 EX. CURB INLET #440 T.C.=842.16 12" R.C.P. SW INV.=837.55 12" R.C.P. NE INV.=837.45 EX. CURB INLET #436 T.C.=843.06 42" R.C.P. E INV.=835.32 42" R.C.P. NW INV.=835.42 12" R.C.P. N INV.=836.46 EX. CURB INLET #440C T.C.=842.49 12" R.C.P. NE INV.=837.04 EX. CURB INLET #429 T.C.=843.04 18" R.C.P. NE INV.=837.22 18" R.C.P. SW INV.=837.32 EX. CURB INLET #437 T.C.=842.68 42" R.C.P. W INV.=835.04 42" R.C.P. E INV.=834.94 EX. CURB INLET #440A T.C.=842.95 18" R.C.P. SW INV.=838.10 18" R.C.P. NE INV.=838.00 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942AMENITY AREA - SITE PLANC203 1" = 20 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C203 Amenity Area Plans.dwg - C203Modified / By:September 29, 2020 10:04:51 AM / dmetzPlotted / By:October 6, 2020 8:55:10 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) Ù ADA RAMP TO BE INSTALLED 870 S 848.0 870 W > o o o KEY NOTES 5' CONCRETE SIDEWALK POOL FENCE (SEE DETAIL ON SHEET C804) SAFETY FENCE (SEE DETAIL ON SHEET 804) RETAINING WALL (SEE DETAIL ON SHEET 804) STREET LIGHT (SEE DETAIL BELOW) A B C D E GENERAL NOTES: 1.ALL SSD (SUBSURFACE DRAINS) WILL NEED TO BE 6" DOUBLE WALL SMOOTH BORE PERFORATED (HDPE) PIPE. UNLESS OTHERWISE NOTED. 2.ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW. ANY TILE THAT IS ENCOUNTERED THAT IS COMPLETELY ON-SITE MUST BE CRUSHED AND ABANDONED. 3.ALL PADS SHALL BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD. 4.CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NO CROSSING CONFLICTS. CONFLICTS THAT ARE DISCOVERED AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. 5.UTILITY CROSSINGS UNDER PAVEMENT (BORE/JACK & BORE). AVOID OPEN CUTS. UTILITY CROSSINGS CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NO CROSSING CONFLICTS. CONFLICTS THAT ARE DISCOVERED AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. AMENITY BATHHOUSE 1698 SQ. FT. CONCRETE POOL DECK 2155 SQ. FT. AMENITY POOL 1050 SQ. FT. 5' CONCRETE WALK 150 L.F. 20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 (NOT TO BE VACATED) 20' * * * * *EX. 5' SIDEWALKEX. 5 ' S I D E W A L K EX. 5' SIDEWALK EX. 5 ' S I D E W A L K N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= EX. WET POND WITH NATIVE BANKS 833.00 835.63 837.14 839.57 817.00 POOL (1,050 sq.ft.)BATHHOUSEPICNIC AREA MULCH PLAYGROUND AREA BIK E S H A R E E A S E M E N T CONNECT TO EXISTING SIDEWALK FFE 844.05' SIDEWALK× EX. WATER SERVICE LINE C.O. 838 5' SIDEWALK 5' SIDEWALK5' SIDEWALK0+00 0+22 438A 22 L.F. 12" HDPE @ 1 . 0 0 % EX. CURB INLET #438 T.C.=841.94 12" R.C.P. S INV.=835.50 844.0 844.0 843.8 843.7 843.7 843.7 843.8 843.9 843.9 843.6 843.6 843.6 843.6 839.5 839.5 843.6 843.6 844.0 844.0 839.2 839.1 839.2 842.0 843.0 842.5 841.0 EX. 4' MH #801A T.C.=843.48 8" S.D.R. 35 P.V.C NW INV.=830.95 8" S.D.R. 35 P.V.C E INV.=830.85 820 825 83 0 817 818 819 821 822 823 824 826 827 82 8 82 9 83 1 83 5 83 1 83 2 83 3 83 4 83 6 83 7 835840831832833834836837838839841842 84 2843843 843 833834835836837 838839840841842843844839 840 841 842 842 841 840 843.8 843.8 844.0 842.6 842.9 842.8 842.9 842.7 842.9 842.2 842.1 842.6 EX. 4' MH #802 T.C.=843.09 8" S.D.R. 35 P.V.C NW INV.=831.40 8" S.D.R. 35 P.V.C SE INV.=831.30 8" S.D.R. 26 P.V.C NE INV.=831.50 EX. 4' MH #803 T.C.=843.26 8" S.D.R. 35 P.V.C SW INV.=832.09 8" S.D.R. 35 P.V.C SE INV.=831.89 842.8 842.3 843.2 843.3 EX. CURB INLET #441 T.C.=843.53 18" R.C.P. NE INV.=838.37 15" R.C.P. S INV.=838.47 EX. 4' MH #804 T.C.=843.84 8" S.D.R. 26 P.V.C W INV.=832.48 8" S.D.R. 35 P.V.C NE INV.=832.38 8" S.D.R. 35 P.V.C S INV.=832.48 EX. 4' MH #804 (2) T.C.=844.14 8" S.D.R. 35 P.V.C N INV.=832.74 EX. YARD INLET #481 T.C.=844.61 15" R.C.P. N INV.=839.00 EX. CURB INLET #439 T.C.=842.10 12" R.C.P. NE INV.=837.84 EX. CURB INLET #440 T.C.=842.16 12" R.C.P. SW INV.=837.55 12" R.C.P. NE INV.=837.45 EX. CURB INLET #436 T.C.=843.06 42" R.C.P. E INV.=835.32 42" R.C.P. NW INV.=835.42 12" R.C.P. N INV.=836.46 EX. CURB INLET #440C T.C.=842.49 12" R.C.P. NE INV.=837.04 EX. CURB INLET #429 T.C.=843.04 18" R.C.P. NE INV.=837.22 18" R.C.P. SW INV.=837.32 EX. CURB INLET #437 T.C.=842.68 42" R.C.P. W INV.=835.04 42" R.C.P. E INV.=834.94 EX. CURB INLET #440A T.C.=842.95 18" R.C.P. SW INV.=838.10 18" R.C.P. NE INV.=838.00 Pool Drain SCALE: 1"=20' HOR. 1"=2' VERT. 834 840 834 840 12'' HDPE W INV.=840.08 12'' RCP S INV.=835.50 EX. CURB INLET #EX. 438STA. 0+00TC=843.48Pool Inlet #438ASTA. 0+22TC=843.7022 L.F. 1.00% 12" HDPE UP INV.=840.30 DOWN INV.=840.08 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942AMENITY AREA - SITE DEVELOPMENT PLANC204 1" = 20 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C203 Amenity Area Plans.dwg - C204Modified / By:September 29, 2020 10:04:51 AM / dmetzPlotted / By:October 6, 2020 8:55:15 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20LEGEND Denotes Construction Limits EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) Ù ADA RAMP TO BE INSTALLED S 848.0 870 W > o o o 40' SETBACK VAR. D.U. &L.M.A.E. VAR. D.U. &L.M.A.E. VAR. D.U. &L.M.A.E.& P.A.E.50' R/W31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 21' I.E.E. 21' I.E.E.21' I.E.E.21' I.E.E.10' D.&.U.E.21' I.E.E.5' BL5' BL5' BL5' BL5' BL5' B.L.5' B.L.10' D.&.U.E.5' B.L. & U.E.5' BL5' BL5' BL5' BLVAR. B.L. VAR. D.U.&U.E.&L.M.A.E. EX. 50' R/W 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' D.&.U.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L5' B.L.5' B.L. & U.E.91.5' R/W 91.5' R/W50' R/W31' D.U.&S.S.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E. 21' I.E.E. 20' I.E.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E. 40' SETBACK 40' SETBACK 10' D.&.U.E.10' D.&.U.E.26' D.U.&S.S.E.21' I.E.E.EX. 50' R/WINST. #___________10' B.L.&D.&.U.E.10' B.L.&D.&.U.E. VAR. D.U.& L.M.A.E.&P.A.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.& U.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. 5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B . L .5' B.L. & U.E.5' B.L. & U.E.5' B.L.&U.E.Auman Drive EastEX. 50' R/W 5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E. 5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E. 40' SETBACK 5' B.L.5' B.L.10' B.L.&D.&.U.E. 10' B . L . & D . & . U . E . CROSSWALKCROSSWALK CROSSWALKCROSSWALK CROSSWALK CROSSWALK W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W WWWWWWWWW10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATHSEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH SEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH SEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH S4+02851.790+00849.301+00850.732+00851.423+00852.104+00851.810+50850.271+50851.082+50851.763+50851.875+09 855.44 0+00851.791+00852.502+ 0 0 85 3 . 3 4 4+00 854.79 5+00 855.39 0+50852.081+50852.922+50 853.76 3+50 854.49 4+50 855.09 5+89854.672+00847.433+00848.954+00850.645+00852.911+50846.672+50848.193+50849.704+50851.775+50854.044+22854.990+00854.671+00854.322+00854.193+00853.514+00854.530+50854.621+50854.032+50853.813+50853.605+69851.412+00845.563+00847.114+00849.625+00850.701+50844.872+50846.343+50847.894+50850.195+50851.211+96852.730+00851.411+00852.010+50851.711+50852.311+27 850.11 0+00 847.80 1+00 849.55 0+50 848.50 3+62852.73-0+08848.900+00848.961+00849.932+00850.963+00851.990+50849.411+50850.442+50851.473+50852.502+36 853.14 0+00 850.92 1+00 852.45 2+00 852.65 0+50 851.78 1+50 852.78 1+88 854.45 1+00 854.19 0+50 854.09 1+50 853.78 D 822 820 821 819 817 807 816 812 144 846.0 163 846.5 162 847.0 161 847.5 160 848.0 159 848.4 158 848.9 157 848.6 147 846.9 145 847.8 146 851.0 148 852.3 149 853.6 150 854.6 221 850.2 156 850.9 155 851.6 154 852.4 153 853.1 152 853.8 151 854.3 222 854.1 223 854.0 224 853.8 225 853.6 226 854.0 219 854.2 220 849.9 178 849.9 177 850.1 176 850.3 175 850.4 174 850.6 173 850.8 172 851.0 171 851.2 170 851.4 169 851.4 168 853.4 236853.3 235 853.5 234 853.8 233 853.9 232 854.1 231 854.1 230 853.4 216 853.4 217 853.6 218 853.1 229 853.2 228 853.4 227 848.9 850.1 179182- 850.6 183186- 851.1 187189- 851.5 190193- 851.6 239 851.6 238 851.9 237 852.4 194 196- 852.4 197 200- 853.1 201203- 855.0 213 215-854.6 210212- 853.6 204 206- 846.8 845.7 846.1847.3 847.8 846.6 847.1848.3 848.8 847.6 848.0849.2 848.3 847.7 849.8848.6 848.9 847.2 848.1 847.0 850.1849.9 851.2 850.6 851.0852.0 852.7 851.3 851.6853.4 854.1 851.9 854.6 852.3 854.7 852.5 854.5 852.6 854.3 852.8 854.1 853.0 853.4 853.9 853.5 854.5 854.2853.6 853.4 854.8 854.9854.7 849.2 849.6 850.8 851.5 852.0 852.1 847.2 851.3850.8 852.1 852.5 853.8853.4 854.3854.2 853.6 853.9 853.1 853.7 854.5854.0 847.7 849.6 849.2 849.4 851.4 849.4 849.8 850.4 850.5 850.7 850.9 851.1 851.3 851.5 851.7 851.8 851.8 853.2 852.9 852.7 852.4 851.8 851.9 851.7 850.8 850.5 850.2 849.9 851.7851.9 853.3 852.9 852.6 852.3 852.1 852.4 851.8 852.6 851.0 851.7 851.2853.3 852.1 853.8 853.8853.9 853.4 854.5 854.5854.6 854.9855.3 854.5854.8 855.7 853.6854.0 853.8 853.4 853.3 853.1 853.6 853.4 853.4 852.8 853.5 854.0 853.8 853.6 853.4 853.2 852.3 852.6 854.6 854.4 854.3 854.1 853.8 853.6 852.5 M.E.853.4 M.E. 853.2 M.E. 852.3 M.E. 853.3 M.E. 853.4 207 209-> o o o> o o o> o o o> o o o> o o oGRD.CHG.1+85.50854.08GRD.CHG.1+95.50854.28GRD.CHG.2+05.50854.08LP1+63.15854.00LP3+20.32853.43HP0+20.37854.755' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK10' PATH5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.CROSSWALKVAR. D.U.S. &L.M.A.E. VAR. D.U.S. &L.M.A.E. VAR. D.U.S. &L.M.A.E.& P.A.E.5' D.&U.E.GILDER DRIVE (Private)ASTOR LANE(Private)MADELYN DRIVE(Private)BARRYMORE DRIVE (Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)POWELL WAY (Private)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)ASTOR LANE(Private)ASTOR LANE(Private)91.5' R/W50' R/W5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 91.5' R/W 91.5' R/W5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E.21' I.E.E.B-B21' I.E.E. B-B 21' I.E.E. B-B 20' I.E.E. B-B 21' I.E.E.B-B 21' I.E.E.B-B21' I.E.E.B-B CROSSWALK 21' I.E.E.B-B × × × × ×× × × × × × × × × × × ×× × × ×× × × ×× × × 847.3 M.E. 846.6 853.2 852.6 107 L.F. SWALE @ 1.00%107 L.F. SWALE @ 1.00%818 5' SIDEWALK 5' SIDEWALK SIDEWALK ADJACENT TO CURB. SEE DETAIL C802 50' R/W8' (TYP.)22'(TYP.)20' B-B 20'B-B 20' B-B 20' B-B 20'B-B 20' B-B 20' B-B20'B-B30'B-B50' R/W30'B-B20'B-B20'(TYP.)9' (TYP.) 20' (TYP.)9'(TYP.)9' (TYP.)20'(TYP.)9' (TYP.) 8' (TYP.)8'(TYP.)8'(TYP.)8' (TYP.)22'(TYP.)8'(TYP.)5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.SECTION 4 SECTION 3 SECTION 4 SECTION 3 510 509 507 504 506 503 513 508 514 502A 498 497 511 517 499 496 502B 518 502 417 512 501 495 500 493 492 457 491 453494 502C 5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.T.C.=847.71 T.C.=854.67 T.C.=853.57 T.C.=854.99 T.C.=853.60 T.C.=853.11 T.C.=852.14 5' SIDEWALK5' SIDEWALKSAND TRAPS SAND TRAPS SAND TRAP * * ** 12"x8" TEE TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 12" D.I.HYDRANT HYDRANT HYDRANT 8" VALVE East City Center Drive Kinzer AvenueEast Auman DriveEX. 10' ASPHALT PATH EX . 1 0 ' A SPHALT PA TH EX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANE64 65 67 68 69 Lot 90 70 71 72 73 EX. 4' MH #807 T.C.=849.59 8" S.D.R. 35 P.V.C S INV.=841.92 EX. MANHOLE #414A T.C.=850.92 15" R.C.P. S INV.=844.19 12" R.C.P. N INV.=844.29 12" R.C.P. W INV.=845.64 EX. CURB INLET #418 T.C.=851.00 12" R.C.P. S INV.=846.81 EX. CURB INLET #417 T.C.=851.23 12" R.C.P. N INV.=846.49 12" R.C.P. E INV.=846.39 EX. CURB INLET #420 T.C.=849.53 12" R.C.P. E INV.=845.56 EX. CURB INLET #419 T.C.=849.71 12" R.C.P. W INV.=845.34 12" R.C.P. S INV.=845.24 EX. CURB INLET #459 T.C.=849.02 12" R.C.P. SW INV.=845.10 EX. MANHOLE #414 T.C.=848.72 15" R.C.P. N INV.=843.50 15" R.C.P. S INV.=843.40 12" R.C.P. W INV.=843.80 EX. CURB INLET #416 T.C.=848.58 12" R.C.P. E INV.=844.48 EX. CURB INLET #415 T.C.=848.63 12" R.C.P. W INV.=844.00 12" R.C.P. E INV.=843.90 EX. CURB INLET #458 T.C.=848.32 12" R.C.P. NE INV.=844.35 12" R.C.P. W INV.=844.25 EX. CURB INLET #456 T.C.=847.87 12" R.C.P. E INV.=843.11 24" R.C.P. S INV.=841.34 24" R.C.P. N INV.=841.44 EX. CURB INLET #457 T.C.=847.83 24" R.C.P. S INV.=841.97 EX. CURB INLET #426 T.C.=845.78 15" R.C.P. E INV.=840.46 18" R.C.P. SE INV.=840.36 EX. CURB INLET #413 T.C.=845.74 15" R.C.P. N INV.=840.90 15" R.C.P. W INV.=840.80 EX. MANHOLE #453 T.C.=844.67 24" R.C.P. N INV.=839.80 27" R.C.P. S INV.=839.70 12" R.C.P. E INV.=839.80 EX. CURB INLET #454 T.C.=844.89 12" R.C.P. W INV.=840.38 850.5 851.2 848.7 847.7 847.3 853.3 852.3 853.7 855.0 852.2 852.2 852.5 854.3 854.3 854.0 853.2 846.8 EX. MATCHLINE " " SHEET A C205 MFPG 855.3MLAG 855.3 MFPG 855.0MLAG 855.0MFPG 855.0MLAG 855.0MFPG 854.2 MLAG 854.2MFPG 854.7MLAG 854.7MFPG 855.3 MLAG 855.3MFPG 854.7MLAG 854.7MFPG 854.7MLAG 854.7MFPG 856.0MLAG 856.0MFPG 854.7MLAG 854.7MFPG 856.0 MLAG 856.0 MFPG 856.0 MLAG 856.0 MFPG 854.7MLAG 854.7MFPG 854.3MLAG 854.3 MFPG 853.3MLAG 853.3 MFPG 853.3MLAG 853.3MFPG 853.3MLAG 853.3MFPG 853.3MLAG 853.3MFPG 853.5MLAG 853.5MFPG 853.5MLAG 853.5MFPG 853.2MLAG 853.2MFPG 853.2MLAG 853.2MFPG 853.2MLAG 853.2MFPG 856.0MLAG 856.0MFPG 856.0MLAG 856.0MFPG 846.45MLAG 846.45MFPG 846.85MLAG 846.85MFPG 847.35MLAG 847.35MFPG 847.85MLAG 847.85MFPG 848.35MLAG 848.35MFPG 848.75MLAG 848.75MFPG 849.05MLAG 849.05MFPG 851.35MLAG 851.35MFPG 844.9MLAG 844.9MFPG 851.75MLAG 851.75MFPG 852.05MLAG 852.05MFPG 852.35MLAG 852.35MFPG 852.65MLAG 852.65MFPG 853.05MLAG 853.05MFPG 855.05MLAG 855.05MFPG MLAG MFPG 848.85MLAG 848.85MFPG 849.65MLAG 849.65MFPG 850.55MLAG 850.55MFPG 852.55MLAG 852.55MFPG 852.45MLAG 852.45MFPG 852.25MLAG 852.25MFPG 852.05MLAG 852.05MFPG 851.85MLAG 851.85MFPG 851.65MLAG 851.65MFPG 851.45MLAG 851.45MFPG 851.25MLAG 851.25MFPG 851.15MLAG 851.15MFPG 850.55MLAG 850.55MFPG 849.7MLAG 849.7MFPG 849.7MLAG 849.7MFPG 849.7MLAG 849.7MFPG 851.5MLAG 851.5MFPG 853.35MLAG 853.35MFPG 853.3MLAG 853.3 MFPG 853.3MLAG 853.3 MFPG 853.3MLAG 853.3 MFPG 853.3MLAG 853.3 MFPG 853.3MLAG 853.3 MFPG 853.3MLAG 853.3MFPG 851.5MLAG 851.5MFPG 855.65 MLAG 855.65 MFPG 855.25 MLAG 855.25 MF P G 8 5 4 . 5 5 ML A G 8 5 4 . 5 5 M F P G 85 1 . 5 M L A G 851 . 5 MFPG 854.05MLAG 854.05MFPG 854.7MLAG 854.7 MFPG 854.7 MLAG 854.7 MFPG 855.35 MLAG 855.35 MFPG 855.35 MLAG 855.35 MFPG 855.15 MLAG 855.15MFPG 855.05 MLAG 855.05 MFPG 854.8 MLAG 854.8 MFPG 854.55 MLAG 854.55 MFPG 854.35 MLAG 854.35 MFPG 854.55MLAG 854.55MFPG 854.75MLAG 854.75MFPG 853.95MLAG 853.95MFPG 853.2MLAG 853.2MFPG 855.55MLAG 855.55MFPG 853.65MLAG 853.65MFPG 852.85MLAG 852.85MFPG 855.65MLAG 855.65MFPG 855.65MLAG 855.65MFPG 854.55MLAG 854.55MFPG 853.25MLAG 853.25MFPG 848.05MLAG 848.05MFPG 848.55MLAG 848.55MFPG 849.05MLAG 849.05MFPG 849.55MLAG 849.55MFPG 849.95MLAG 849.95MFPG 849.95MLAG 849.95MFPG 851.95MLAG 851.95MFPG 855.25MLAG 855.25MFPG 855.45MLAG 855.45MFPG 855.45MLAG 855.45MFPG 855.35MLAG 855.35MFPG 854.85MLAG 854.85MFPG 854.15MLAG 854.15MFPG 853.40MLAG 853.40MFPG 852.75MLAG 852.75MFPG 853.25MLAG 853.25MFPG 853.35MLAG 853.35MFPG 853.55MLAG 853.55MFPG 853.05MLAG 853.05MFPG 853.45MLAG 853.45MFPG 853.15MLAG 853.15MFPG 852.65MLAG 852.65MFPG 852.65MLAG 852.65MFPG 852.45MLAG 852.45MFPG 851.55MLAG 851.55MFPG 851.25MLAG 851.25MFPG 850.95MLAG 850.95MFPG 850.65MLAG 850.65MFPG 852.75MLAG 852.75MFPG 851.85MLAG 851.85MFPG 851.55MLAG 851.55MFPG 847.55MLAG 847.5540' SETBACK 21' I.E.E. 31' D.U.&S.S.E. 46' R/W5' BL5' BL5' BL5' B.L.10' D.&.U.E.10' D.&.U.E.EX. 50' R/W 5' BL5' BL 5' B.L. & U.E.5' B.L. & U.E.5' B.L.Auman Drive East21' I.E.E. 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E.VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E.50' R/W46' R/W 5' B.L.5' B.L.10' B.L.5' BL VAR. D.U.& L.M.A.E.& P.A.E.10' D.&.U.E.10' D.&.U.E.40' SETBACK 10' B.L.VAR. B.L.10 ' B . L . 10' P.A.E.10' P.A.E.10' P.A.E. EX. 50' R/W 5' BL 10' D.&.U.E.10' D.&.U.E.10' D.&.U.E.10' D.&.U.E. 5' BL 5' BL 5' BL 5' BL 5' BL 5' B L 5' BL 5' BL 5' BL 5' BL 5' BL5' BL5' BL5.5' P.A.E.VAR. S.L.E.10'10'10'10' VAR. S.L.E. VAR. S.L.E.10'15'10'15'10'VAR. S.L.E. CROSSWALK CROSSWALK > o o o > o o o > o o o > o o o > o o o > o o oWWWWWWWWWWWWWWWWWWW W W W WW10' ASPHALT PATH10' ASPHALT PATHSEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH SEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH S 0+80844.200+50845.087+10844.682+00 845.93 3+00 846.19 4+00 846.19 5 + 0 0 8 4 5 . 8 36+00845.207+00844.701+50 845.35 4+50 846.215+50845.516+50844.880+00844.681+00845.912+00847.430+50845.161+50846.672+38 845.93 0+00 843.99 1+00 844.73 2+00 845.60 0+50 843.69 1+50 845.17 0+50843.410+00843.830+00843.411+00844.262+00845.560+50843.641+50844.87D D 812 811A 811 805 845.7 122 845.3 123 845.2 124 845.6 125 844.6 126 844.6 127 845.6 128 845.8 129 846.1 130 846.4 131 845.1 132 844.6 133 845.0 134 845.5 135 845.0 136 844.6 142 845.2 143 846.1 144 844.3 167 844.6 166 845.1 165 845.5 164 846.0 163 846.5 162 847.0 161 847.5 846.9 145 845.6 107109-846.2 110112- 846.7 113115-846.9 116 118- 845.8 119121- 845.8846.4847.0847.1846.5845.9846.3 845.7846.5846.4846.2846.5 846.1845.7 846.0 846.3 845.8846.3 845.4846.3 846.2 845.0 845.4845.6 845.3 845.2 844.9844.4 844.8 845.0845.3 844.8 844.1 845.8846.0846.2846.2845.9 845.5 845.5 845.3 845.1 845.0 845.1 844.7 844.5845.0 844.7 844.2 844.3844.6 844.9 844.3 845.4 844.5 844.9845.9 845.3846.4 846.8 845.7 846.1847.3 847.8 846.6847.2 848.1 847.0 846.8 846.7 844.5 844.9846.3 847.2 846.3 845.5 845.9 846.2 845.8 846.4 847.0 846.9 846.3 845.7845.2846.6 H.P. 845.9845.1844.2 232 L.F. SWALE @ 1.05%276 L.F. SWALE @ 1.01%> o o o> o o o> o o o> o o o> o o oGRD.CH G . 4+75.00 845.98GRD.CHG.6+70.39844.75GRD.CHG.6+80.39844.96GRD.CHG.6+90.39844.75HP 2+57.54 846.47 LP 3+49.06 845.88 HP 4+26.57 846.325' SIDEWALK5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.40' SETBACK MADELYN DRIVE(Private)STEINBECK PLACE (Private)ASTOR LANE(Private)LAGERFIELD DRIVE (Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)31' D.U.&S.S.E. 45.75' R/W EX. 45.75' HALF R/W 91.5' R/W 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK21' I.E.E. B-B 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E. B-B 21' I.E.E. B-B 21' I.E.E.B-B× × × × × × × × × × × × × 845.0 M.E. 845.2 M.E. 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK W W 845.3845.2 21' I.E.E.B-B 20'B-B 20'B-B 30'B-B8'(TYP.)8'(TYP.)20'(TYP.)9' (TYP.) SECTION 3 SECTION 2 SECTION 3 SECTION 2 469A 474 453 476 475 494 477 478 479 472B 472A 435A 436A 469 478A 16 T.C.=846.02 T.C.=845.65 T.C.=847.71 CROSSWALK845.3 M.E. 845.1845.0 ELECTRIC BOX APARTMENT BUILDING SAND TRAP * * * * ** ** ** ** 8" TEE8" TEE 8" VALVE 8" VALVE 8" VALVE 8" VALVE TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 8" D.I.8" D.I.8" D.I. HYDRANT HYDRANT 8" VALVE PVMT PVMTEast Auman Drive73 74 75 76 77 78 79 80 EX. 4' MH #805 T.C.=845.97 8" S.D.R. 26 P.V.C N INV.=833.92 8" S.D.R. 26 P.V.C E INV.=833.72 EX. 4' MH #806 T.C.=844.42 8" S.D.R. 35 P.V.C N INV.=836.88 8" S.D.R. 26 P.V.C S INV.=835.25 8" S.D.R. 35 P.V.C E INV.=836.88 INV.=840.80 EX. MANHOLE #453 T.C.=844.67 24" R.C.P. N INV.=839.80 27" R.C.P. S INV.=839.70 12" R.C.P. E INV.=839.80 EX. CURB INLET #467 T.C.=845.17 12" R.C.P. N INV.=839.25 EX. CURB INLET #454 T.C.=844.89 12" R.C.P. W INV.=840.38 EX. YARD INLET #435A T.C.=843.96 36" R.C.P. E INV.=838.49 27" R.C.P. N INV.=838.49 EX. CURB INLET #445 T.C.=843.85 15" R.C.P. N INV.=838.65 15" R.C.P. SW INV.=838.75 EX. CURB INLET #444 T.C.=843.61 12" R.C.P. N INV.=840.33 EX. CURB INLET #468 T.C.=843.48 15" R.C.P. S INV.=838.96 15" R.C.P. NE INV.=838.86 EX. CURB INLET #431B T.C.=842.75 15" R.C.P. NE INV.=838.15 12" R.C.P. W INV.=838.25 EX. YARD INLET #469 T.C.=842.59 15" R.C.P. N INV.=839.19 EX. YARD INLET #466 T.C.=841.98 12" R.C.P. S INV.=838.75 12" R.C.P. E INV.=838.65 843.4843.7 845.0 EX. 845.7 843.5 843.7 844.2 844.7 MLAG 843.9MFPG 843.9845.2 EX. MATCHLINE " " SHEET A C205 MATCHLINE " "SHEETBC206MFPG 843.9MLAG 843.9MFPG 844.5MLAG 844.5MFPG 846.75 MLAG 846.75 MFPG 844.5MLAG 844.5MFPG 844.5 MLAG 844.5 MFPG 846.85MLAG 846.85 MFPG 846.15 MLAG 846.15 MFPG 846.15MLAG 846.15MFPG 845.2 MLAG 845.2 MFPG 844.9MLAG 844.9MFPG 846.15MLAG 846.15MFPG 846.15MLAG 846.15MFPG 846.15MLAG 846.15MFPG 846.15MLAG 846.15MFPG 846.15MLAG 846.15MFPG 846.25MLAG 846.25MFPG 846.15MLAG 846.15MFPG 847.25MLAG 847.25 MFPG 847.15MLAG 847.15 MFPG 846.7MLAG 846.7MFPG 846.45MLAG 846.45MFPG 846.85MLAG 846.85MFPG 847.35MLAG 847.35847.85847.85MFPG 847.05MLAG 847.05MFPG 847.95MLAG 847.95MFPG 848.85MLAG 848.85MFPG 846.2MLAG 846.2MFPG 844.5MLAG 844.5MFPG 844.5MLAG 844.5MFPG 848.05MLAG 848.05MFPG 848.55MLAG 848.55849.05849.05MFPG 847.55MLAG 847.55MFPG 847.15MLAG 847.15MFPG 846.65MLAG 846.65MFPG 846.15MLAG 846.15MFPG 846.55MLAG 846.55MFPG 846.75MLAG 846.75MFPG 846.15MLAG 846.15MFPG 846.95MLAG 846.95 MFPG 846.95MLAG 846.95 MFPG 846.95MLAG 846.95 MFPG 847.25 MLAG 847.25 MFPG 847.25MLAG 847.25 MFPG 847.25MLAG 847.25 MFPG MLAG MFPG 845.75MLAG 845.75MFPG 846.75MLAG 846.75MFPG 846.05MLAG 846.05MFPG 846.75MLAG 846.75MFPG 846.15 MLAG 846.15 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942EMERGENCY FLOOD ROUTEC205 1" = 50 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C205 Emergency Flood Route.dwg - C205Modified / By:November 18, 2020 8:01:58 AM / kmitchellPlotted / By:November 18, 2020 8:04:25 AM / Kenny MitchellGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20REVISED FFE MLAG & MFPG ELEVATIONSKJJM11/17/20LEGEND MINIMUM LOWEST ADJACENT GRADE (FLOOD PROTECTION) MFPG MINIMUM FLOOD PROTECTION GRADE IS TWO (2) FEET ABOVE THE 100-YEAR ELEVATION. EMERGENCY FLOOD ROUTING EMERGENCY OVERFLOW PONDING (FOR 100 YEAR STORM ASSUMING ALL INLETS ARE COMPLETELY CLOGGED.) MLAG XXX.X Minimum Flood Protection Grades From Sections 104.02, 302.06 and 303.07 of the City of Carmel Storm Water Technical Standards Manual 1. Definitions a.Minimum Flood Protection Grade of all structures fronting a pond or open ditch shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations, whichever is greater, for all windows, doors, pipe entrances, window wells, and any other structure member where floodwaters can enter a building. b.Lowest Adjacent Grade is the elevation of the lowest grade adjacent to a structure, where the soil meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support posts or piers, and rim of the window well. 2. Standard: Lowest Adjacent Grade a.General i.The Lowest Adjacent Grade for residential, commercial, or industrial buildings shall have two feet of freeboard above the flooding source's 100-year flood elevation under proposed conditions. b.For areas outside a Special Flood Hazards Area (SFHA) or FEMA or IDNR designated floodplain i.The Lowest Adjacent Grade for all residential, commercial, or industrial buildings adjacent to ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above the emergency overflow weir elevation, whichever is higher. ii.The Lowest Adjacent Grade for all residential, commercial, or industrial buildings shall be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across the property frontage. iii.In addition to the Lowest Adjacent Grade requirements, any basement floor must be at least a foot above the normal water level of any wet-bottom pond. 3. Design Notes: a. Each lot that is adjacent to a pond, open ditch or flooding source has a flood protection grade. There are instances where there are multiple different flooding sources for 1 structure. In this case, there should be a flood protection grade listed for each side of the structure in the event that piping from the structure discharge to either flood source. b. Finished floor elevation or the lowest building entry elevation shall be no less than 6 inches above finished grade around the building. Also, the building's lowest entry elevation that is adjacent to and facing a road shall be a minimum of 15 inches above the road elevation. 31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E. 21' I.E.E.21' I.E.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. & B.M.P.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E.5' B.L.5' BL5' BL5' BL1 4 ' B . L .5' BL31' D.U.&S.S. E. VAR. D.U.& L.M.A.E.&P.A.E.& B.M.P.E. 10' P.A.E.10' P.A.E.10' P.A.E.5' D.&U.E. 5' D.&U.E. 10' D.&.U.E.10' D.&.U.E.15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.5' BL5' B L 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL5' BL5' BL5' BL5' BL 5' B L5' BL15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.10' D.&.U.E.5.5' P.A.E.VAR. B. M . P. E. VAR. S.L.E. 10' > o o o > o o o > o o o > o o o W W W W W WWWWWWWWWW W W WWWW0+00843.971+00844.292+00845.383+00844.654+0 0 843 . 8 7 5 + 0 0 8 4 3 . 0 9 6+00842.320+50843.921+50844.992+50845.053+50 844.2 6 4 + 5 0 84 3 . 4 8 5+50842.716+50841.270+00 843.60 1+00 844.77 2+00 845.93 0+50 844.18 1+50 845.35 804A 813 814 815 841.2 88 841.2 87 841.5 86 841.8 85 842.1 84 842.4 83 842.6 82 842.9 81 843.2 80 843.5 79 844.6 78 844.8 77 845.0 76 844.8 75 844.6 74 844.4 73 844.3 72 844.3 71 844.4 70 845.0 134 845.5 135 845.0 136 844.8 137 844.6 138 844.3 139 844.1 140 844.1 141 844.4 89 91- 844.8 92 94- 845.1 95 97- 844.7 98100- 844.5 101103-845.1 104106- 845.6 107109- 841.5 842.2 841.5 840.6 841.8 842.4 842.7 842.1 842.2 842.9 843.1 842.5 842.2 842.8 843.1 843.5 843.7 843.4 843.0 843.0 844.2 844.1844.2844.9 845.1 844.0 844.2 845.3 844.2845.2 844.9 844.0 844.5 844.8 844.6844.1 843.8 844.5 844.8844.0 843.9 843.9 844.8 845.0845.5 844.1 845.6845.6 845.0 844.1 845.1 844.7 844.1 843.6 845.8845.3845.8846.4 844.9845.7846.5 843.7844.0844.3844.7845.0845.4845.6 845.3 845.2 844.9844.4 844.8 844.6 844.5 844.3 844.1 844.3 844.4 844.5 841.3 H.P. > o o o > o o o > o o o> o o o> o o o> o o o845.3 843.5 846.3 845.7 845.2 845.7845.2 843.8 100 L. F . S W A L E @ 1 . 8 0 % 16 5 L .F . SWALE @ 1 . 4 6% 276 L.F. SWALE @ 1.01%HP0+21.00844.06LP0+58.71843.90HP1+97.22845.38G R D . C H G . 3+ 2 6 . 5 5 8 4 4 . 4 4 East Line, N.W. 1/4, Sec.31-T18N-R4EWest Line, N.E. 1/4, Sec.31-T18N-R4E5' SIDEWALK5' SIDEWALK10' BIKE LANE0+00838.581+00839.430+50839.01STEINBECK PLACE (Private)VALENTINE DRIVE(Private)V ALE NT I NEDRI VE( P r i v a t e ) 5' SIDEWALK 5' SIDEWALK 5' SIDEW A L K 5' S IDEWALK 5' S I D E W A L K5' SIDEWAL K 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.B-B21' I.E.E.B-B 21' I.E.E. B-B 21' I.E.E.B-B× × W W W W W W W WWWWWWWWWWWWWWWWWWWW844.6H.P.> o o o> o o o> o o o> o o o> o o o> o o o79 L.F. SWALE @ 1.23%217 L.F. SWALE @ 1.00%842.3 MANHOLE 487A TO BE TIED INTO EX. PIPE 8438428418408398388378365' SIDEWALK 5' SIDEWALK 5' SIDEWALK SEE AMENITY AREA PLAN C204 FOR SIDEWALK CONNECTION. × 20' (TYP.)9'(TYP.)20'(TYP.)9'(TYP. ) 20' (TYP. )9' (TYP . )> o o o> o o o> o o o> o o o> o o o SECTION 3 SECTION 2 481 487A 482 483 485 486 487 488 486A 488A 489 484 488B 485A 485B 520 462 16 17 18 19 T.C.=844.69 T.C.=844.05 T.C.=843.00 T.C.=842.80 843.3 5' SIDEWALK Golfview DriveAPARTMENT BUILDINGAPARTMENT BUILDINGEX. SANITARY MANHOLE TC=831.85' 10" CLAY INV.=827.71' N 8" CLAY INV.=827.71' S EX. SANITARY MANHOLE TC=839.22' 10" CLAY INV.=833.32' SW INV.=833.32' N 6" CLAY INV.=834.52' S 20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 (NOT TO BE VACATED) 20' 20' 20'20'20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 * * * * * * 8" TEE 22.5° BEND 11.25° BEND 8" VALVE 8" VALVE 8" VALVE TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 8" D. I .8" D.I.HYDRANT 8" VALVE TEMP. HYDRANT 11.25° BEND 8" TEE 8" D.I.8" VALVE APARTMENT BUILDINGAP A R T M E N T B U I L D I N G PVMT PVMT PVMT Golfview D r i v e Kinzer AvenueKinzer AvenueEX. 5' SIDEWALKEX. 5 ' S I D E W A L K EX. 5' SIDEWALK EX. 5 ' S I D E W A L K EX. SANITARY MANHOLE TC=833.41' 8" CLAY INV.=826.41' S 10" CLAY INV.=826.29' W INV.=825.96' N INV.= 824.24' E N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= EX. WET POND WITH NATIVE BANKS 833.00 835.63 837.14 839.57 817.00 APARTMENT BUILDINGEX. 4' MH #805 T.C.=845.97 8" S.D.R. 26 P.V.C N INV.=833.92 8" S.D.R. 26 P.V.C E INV.=833.72 EX. 4' MH #810 T.C.=845.42 8" S.D.R. 35 P.V.C SE INV.=837.87 EX. TEMP. C.O. #1 TO BE REPLACED WITH MANHOLE T.C.=844.14 8" S.D.R. 35 P.V.C. N INV.=832.60 EX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #467 T.C.=845.17 12" R.C.P. N INV.=839.25 EX. YARD INLET #481 T.C.=844.61 15" R.C.P. N INV.=839.00 EX. CURB INLET #444 T.C.=843.61 12" R.C.P. N INV.=840.33 EX. CURB INLET #441 T.C.=843.53 18" R.C.P. NE INV.=838.37 15" R.C.P. S INV.=838.47 EX. CURB INLET #431B T.C.=842.75 15" R.C.P. NE INV.=838.15 12" R.C.P. W INV.=838.25 EX. CURB INLET #439 T.C.=842.10 12" R.C.P. NE INV.=837.84 EX. YARD INLET #466 T.C.=841.98 12" R.C.P. S INV.=838.75 12" R.C.P. E INV.=838.65 EX. CURB INLET #438 T.C.=841.94 12" R.C.P. S INV.=835.50 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 48" R.C.P. N INV.=832.93 EX. OUTLET CONTROL #401 T.C.=839.34 15" R.C.P. E INV.=831.32 EX. END SECTION 12" R.C.P. E INV.=833.10 EX. END SECTION 21" R.C.P. SE INV.=832.76 EX. END SECTION 12" R.C.P. N INV.=833.06 10' BIKE LANE842.2 842.0 841.5 841.6 843.7 842.9 843.4843.7 838.2 838.1 839.7 839.7 838.7 842.6 MFPG 841.57MLAG 841.57 844.1 844.2 843.0 841.4 841.9 839.7MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MF PG 841.57ML AG 841.57MFPG 841.57ML AG 841.57MLAG 843.9MFPG 843.9MATCHLINE " "SHEETBC205MATCHLINE " "SHEETCC206MFPG 843.3MLAG 843.3MF PG 843.3MLAG 843.3MF PG 845.45MLAG 845.45MF PG 843.65ML AG 843.65MFPG 843.85MLAG 843.85MFPG 841.57MLAG 841.57MFPG 845.1MLAG 845.1MFPG 845.1MLAG 845.1MFPG 845.2MLAG 845.2MFPG 844.0MLAG 844.0MFPG 843.9MLAG 843.9MFPG 843.9MLAG 843.9MFPG 843.9MLAG 843.9MFPG 843.9MLAG 843.9 MFPG 845.2 MLAG 845.2 MFPG 845.2MLAG 845.2 MFPG 843.9MLAG 843.9 MFPG 843.9MLAG 843.9 MFPG 847.25MLAG 847.25 MFPG 846.45MLAG 846.45MFPG 846.05MLAG 846.05MFPG 846.75MLAG 846.75MFPG 845.65 MLAG 845.65 MFPG 846.15 MLAG 846.15 MFPG 845.75 MLAG 845.75 MFPG 845.45 MLAG 845.45 MFPG 845.05 MLAG 845.05 MFPG 844.75 MLAG 844.75 MFPG 844.45 MLAG 844.45 MFPG 845.75MLAG 845.75MFPG 845.2 MLAG 845.2 MFPG 846.35MLAG 846.35MFPG 844.75MLAG 844.75MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 841.57MLAG 841.57MFPG 845.85MLAG 845.85MFPG 846.05MLAG 846.05MFPG 846.05MLAG 846.05MFPG 845.95MLAG 845.95MFPG 845.65MLAG 845.65MFPG 845.25MLAG 845.25MFPG 846.35MLAG 846.35MFPG 845.85MLAG 845.85MFPG 844.0MLAG 844.0 MF P G 84 1 . 5 7 MLA G 84 1 . 5 7 MF P G 84 1 . 5 7 MLA G 84 1 . 5 7 MF P G 84 1 . 5 7 MLA G 84 1 . 5 7 MF P G 84 1 . 5 7 ML A G 84 1 . 5 7 MF P G 84 1 . 5 7 ML A G 84 1 . 5 7 MFP G 84 4 . 0 5 MLA G 84 4 . 0 5 MFP G 84 4 . 2 5 MLA G 84 4 . 2 5 MFP G 84 4 . 4 5 MLA G 84 4 . 4 5 MFP G 84 4 . 4 5 ML A G 84 4 . 4 5 MF P G 84 4 . 9 5 ML A G 84 4 . 9 5 21' I.E.E. VAR. D.U.& L.M.A.E.&P.A.E. 80' R/W 80' R/ W 1 4 ' B . L .5' BL31' D.U.& S.S. E. VAR. D.U.& L.M.A.E.&P.A.E.& B.M.P.E. 5' B L 5' BL5' BLVAR. B.M.P.E.VAR. B.M.P.E.VAR. B . M. P. E . W WWWW5 + 0 0 8 4 3 . 0 9 6+00842.32 4+ 5 0 84 3 . 4 8 5 + 50 842 .716+50841.27814 815 841.2 88 841.2 87 841.5 86 841.8 85 842.1 84 842.4 841.5 842.2 841.5 840.6 841.8 842.4 842.7 842.1 842.2 842.9 843.1 > o o o > o o o > o o o> o o o165 L .F . SWALE @ 1 .4 6% S.W. Cor., N.E.1/4 Sec. 31-T18N-R4E 5' SIDEWALK5' SIDEWALK10' BIKE LANE6+32836.940+00838.581+00839.432+00839.423+00839.374+00839.335+00838.430+50839.013+50839.664+50838.885+50837.98KINZER AVENUE(Public)KINZER AVENUE(Public)5' SIDEWALK5' SIDEWALK10' BIKE LANEVAL E NT I NEDRI VE(P r i v a t e ) 5' SIDEW A L K5' S IDEWALK 5' SIDEWALK21' I.E.E.B-BW W W W W W W WWWHP1+46.37839.73LP2+53.32839.12HP3+50.55839.66GRD.CHG.6+00.50837.52SEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH 20' (TYP . )9' (TYP . )> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o SWALE - 687 L.F. 6" S.S.D.@ 0.38%488 488A 489 488B 523 522 521 520 462 526 525 524 T.C.=843.00 T.C.=842.80 843.3 EX. SANITARY MANHOLE TC=834.32' 8" CLAY INV.=829.72' N 6" CLAY INV.=829.72' E EX. SANITARY MANHOLE TC=832.61' 8" CLAY INV.=829.30' N INV.=829.30' S 6" CLAY INV.=829.30' E EX. SANITARY MANHOLE TC=833.15' 8" CLAY INV.=828.66' N INV.=828.66' S EX. SANITARY MANHOLE TC=831.85' 10" CLAY INV.=827.71' N 8" CLAY INV.=827.71' S EX. SANITARY MANHOLE TC=839.22' 10" CLAY INV.=833.32' SW INV.=833.32' N 6" CLAY INV.=834.52' S GOLFVIEW DRIVE SAND TRAPS Golfview D r i v e Kinzer AvenueEX. SANITARY MANHOLE TC=833.41' 8" CLAY INV.=826.41' S 10" CLAY INV.=826.29' W INV.=825.96' N INV.= 824.24' E APARTMENT BUILDINGEX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 21" R.C.P. SE INV.=832.76 838.2 839.7 MF PG 841.57MLAG 841.57 841.9 839.7 839.5839.5MF PG 841.57ML AG 841.57MF PG 841.57ML AG 841.57MF PG 841.57ML AG 841.57MFPG 841.57MLAG 841.57MATCHLINE " "SHEETCC206MF PG 843.3ML AG 843.3MF PG 843.3ML AG 843.3MF PG 845.45ML AG 845.45MF PG 843.65ML AG 843.65MFPG 843.85MLAG 843.85 MFP G 84 4 . 0 5 ML A G 84 4 . 0 5 84 4 . 2 5 84 4 . 2 5 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942EMERGENCY FLOOD ROUTEC206 1" = 50 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C205 Emergency Flood Route.dwg - C206Modified / By:November 18, 2020 8:01:58 AM / kmitchellPlotted / By:November 18, 2020 8:04:48 AM / Kenny MitchellGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20REVISED FFE MLAG & MFPG ELEVATIONSKJJM11/17/20LEGEND MINIMUM LOWEST ADJACENT GRADE (FLOOD PROTECTION) MFPG MINIMUM FLOOD PROTECTION GRADE IS TWO (2) FEET ABOVE THE 100-YEAR ELEVATION. EMERGENCY FLOOD ROUTING EMERGENCY OVERFLOW PONDING (FOR 100 YEAR STORM ASSUMING ALL INLETS ARE COMPLETELY CLOGGED.) MLAG XXX.X Minimum Flood Protection Grades From Sections 104.02, 302.06 and 303.07 of the City of Carmel Storm Water Technical Standards Manual 1. Definitions a.Minimum Flood Protection Grade of all structures fronting a pond or open ditch shall be no less than 2 feet above any adjacent 100-year local or regional flood elevations, whichever is greater, for all windows, doors, pipe entrances, window wells, and any other structure member where floodwaters can enter a building. b.Lowest Adjacent Grade is the elevation of the lowest grade adjacent to a structure, where the soil meets the foundation around the outside of the structure (including structural members such as basement walkout, patios, decks, porches, support posts or piers, and rim of the window well. 2. Standard: Lowest Adjacent Grade a.General i.The Lowest Adjacent Grade for residential, commercial, or industrial buildings shall have two feet of freeboard above the flooding source's 100-year flood elevation under proposed conditions. b.For areas outside a Special Flood Hazards Area (SFHA) or FEMA or IDNR designated floodplain i.The Lowest Adjacent Grade for all residential, commercial, or industrial buildings adjacent to ponds shall be set a minimum of 2 feet above the 100-year pond elevation or 2 feet above the emergency overflow weir elevation, whichever is higher. ii.The Lowest Adjacent Grade for all residential, commercial, or industrial buildings shall be set a minimum of 2 feet above the highest noted overflow path/ponding elevation across the property frontage. iii.In addition to the Lowest Adjacent Grade requirements, any basement floor must be at least a foot above the normal water level of any wet-bottom pond. 3. Design Notes: a. Each lot that is adjacent to a pond, open ditch or flooding source has a flood protection grade. There are instances where there are multiple different flooding sources for 1 structure. In this case, there should be a flood protection grade listed for each side of the structure in the event that piping from the structure discharge to either flood source. b. Finished floor elevation or the lowest building entry elevation shall be no less than 6 inches above finished grade around the building. Also, the building's lowest entry elevation that is adjacent to and facing a road shall be a minimum of 15 inches above the road elevation. SAND TRAPS SAND TRAPS SAND TRAP855853854853853 85 2 85 1 849 852 852 850850850849848847 8 4 5 851851852852852853853847 847847 848849T.P. T.P. T.P. T.P.R40R20X3R24 R30R18 R30R20R24 R24R24X2R36R12X2R48R24_PINER18_PINER8X5_MAPLER6R8X4R6X6R6X2R8R8X2R8X2R6CLUSTE R R6C L U ST E R R24MOHAWK WB LLC * * ** ** 12"x8" TEE TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 12" D.I.HYDRANT HYDRANT HYDRANT 8" VALVE East City Center Drive Kinzer AvenueEast Auman DriveEX. 10' ASPHALT PATH EX. 1 0 ' A S PHALT PATH EX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANE64 65 67 68 69 Lot 90 70 71 72 73 74 EX. 4' MH #807 T.C.=849.59 8" S.D.R. 35 P.V.C S INV.=841.92 EX. 4' MH #806 EX. MANHOLE #414A T.C.=850.92 15" R.C.P. S INV.=844.19 12" R.C.P. N INV.=844.29 12" R.C.P. W INV.=845.64 EX. CURB INLET #418 T.C.=851.00 12" R.C.P. S INV.=846.81 EX. CURB INLET #417 T.C.=851.23 12" R.C.P. N INV.=846.49 12" R.C.P. E INV.=846.39 EX. CURB INLET #420 T.C.=849.53 12" R.C.P. E INV.=845.56 EX. CURB INLET #419 T.C.=849.71 12" R.C.P. W INV.=845.34 12" R.C.P. S INV.=845.24 EX. CURB INLET #459 T.C.=849.02 12" R.C.P. SW INV.=845.10 EX. MANHOLE #414 T.C.=848.72 15" R.C.P. N INV.=843.50 15" R.C.P. S INV.=843.40 12" R.C.P. W INV.=843.80 EX. CURB INLET #416 T.C.=848.58 12" R.C.P. E INV.=844.48 EX. CURB INLET #415 T.C.=848.63 12" R.C.P. W INV.=844.00 12" R.C.P. E INV.=843.90 EX. CURB INLET #458 T.C.=848.32 12" R.C.P. NE INV.=844.35 12" R.C.P. W INV.=844.25 EX. CURB INLET #456 T.C.=847.87 12" R.C.P. E INV.=843.11 24" R.C.P. S INV.=841.34 24" R.C.P. N INV.=841.44 EX. CURB INLET #457 T.C.=847.83 24" R.C.P. S INV.=841.97 EX. CURB INLET #426 T.C.=845.78 15" R.C.P. E INV.=840.46 18" R.C.P. SE INV.=840.36 EX. CURB INLET #413 T.C.=845.74 15" R.C.P. N INV.=840.90 15" R.C.P. W INV.=840.80 EX. MANHOLE #453 T.C.=844.67 24" R.C.P. N INV.=839.80 27" R.C.P. S INV.=839.70 12" R.C.P. E INV.=839.80 EX. CURB INLET #454 T.C.=844.89 12" R.C.P. W INV.=840.38 SF S F SFSFSFTEMP. SOIL STOCKPILE SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF S F S F SFSFSFSFEARTHWORK CONTRACTOR SHALL INSTALL 20' x 150' MIN. STONE ACCESS DRIVE PRIOR TO CONSTRUCTION ZZPOSTING SIGN LOCATION CONCRETE WASHOUT AREA CONSTRUCTION DUMPSTER FUEL OIL TANK (DOUBLE WALL) PORT-O-LET 83 9 838835834833.65833.84835.30835.00T.P. 833.02833.22832.38832.56T.P.R18R12R12R4R4R4 R4R20 X3 T.P.R4R4T.P. T.P.R4EX. SANITARY MANHOLE TC=834.32' 8" CLAY INV.=829.72' N 6" CLAY INV.=829.72' E EX. SANITARY MANHOLE TC=833.15' 8" CLAY INV.=828.66' N INV.=828.66' S EX. SANITARY MANHOLE TC=831.85' INV.=827.71' N INV.=827.71' S EX. SANITARY MANHOLE TC=839.22' 10" CLAY INV.=833.32' SW INV.=833.32' N 6" CLAY INV.=834.52' S 20'842MOHAWK WB LLC GOLFVIEW DRIVE SAND TRAPS Golfview D r i v e Kinzer AvenueEX. SANITARY INV.=826.41' S INV.=826.29' W INV.=825.96' N INV.= 824.24' E APARTMENT BUILDINGEX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 21" R.C.P. SE INV.=832.76 10' BIKE LANESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942INITIAL STORM WATER POLL. & PREV. PLANC300 1" = 50 FT LEGEND Denotes Silt Fence Denotes Construction Limits Temporary "Coconut Fiber Mat" or Below Grade " Drop Inlet Protection Basket" Temporary "Drop Inlet Protection Basket", "Sediment Control Devices" SF SF SF 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C300 Erosion Control Plan.dwg - C300Modified / By:September 29, 2020 8:57:03 AM / dmetzPlotted / By:October 6, 2020 8:58:15 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20FOR EROSION CONTROL ONLY. THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: TIM BERRY PHONE: (317) 564-7301 9.) GENERAL CONSTRUCTION SEQUENCE 1.The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing on the site being started. The contractor and/or developer shall notify IDEM and the City of Carmel 48 hours prior to start of construction. 2.Following the required pre-construction meeting the contractor shall construct the “posting information center” on the Northeast side of the proposed construction entrance. The location of the posting information center is shown on Sheet C300 & C302. The posting information center is the location where a copy of the approved IDEM Rule 5 Permit, Approved SWPP Plan, signed O&M Manual and Maintenance Logs are to be located. The contractor shall proceed to construct the construction entrance after all posting requirements have been met. 3.Immediately following the installation of the construction entrance, the contractor shall construct the maintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C307. 4.After the maintenance and refueling area is constructed, the contractor shall construct the concrete washout area per the specifications on Sheet C307. Concrete washout shall not be required if concrete truck is equipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal. 5.Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C300 - C305. The details and specifications for silt fence installation are located on Sheet C307. 6.The contractor shall protect all existing inlets with drop inlet protection baskets and fiber mats as shown on Sheet C300 - C303. The details and specifications for the drop inlet baskets and fiber mats on Sheet C307. 7.When the “existing” site/construction limits are completely stabilized, the contractor shall start stripping the existing top soil within the construction limits. 9.The contractor shall proceed to grade the site. The material to grade the site shall be excavated per the proposed cut & fills as shown on Sheet C200 - C202, & C204. 10.The Contractor shall install the proposed erosion control blanket in all swales as shown on Sheet C304 & C305. The details and specifications for the erosion control blanket can be found on Sheet C308. 11.Contractor shall excavate around the existing sanitary manholes #805 & #807 and expose the proposed connection point for the gravity sanitary sewer for this project. 12.The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossings are encountered. 13.Contractor shall install water main. The trench area shall be seeded and mulched immediately following the installation of the water main. 14.The contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the method chosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior to leaving the site. 15.Contractor shall install all concrete roll curb. 16.Contractor shall install all asphalt pavement. 17.Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of the contractor to ensure that the trench area is seeded and mulched immediately following the installation of each utility. 18.The contractor shall permanent seed all areas between the back of curb and the constructed pads and all other areas that are illustrated on Sheets C304 & C305. The seed mixture and rate can be found on Sheet C304 & C305. 19.The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized. After the inspector approves the site conditions the contractor shall remove all temporary erosion control practices. 20.The post-construction erosion control practices then become the responsibility of the developer of this project. 21.The developer of this project shall continue to monitor this site for good house keeping on the post-construction BMP's until a NOT is filed with IDEM. T.P. TV.P. MM M MM MM TV.P.Golfview DriveAPARTMENT BUILDINGAPARTMENT BUILDINGELECTRIC BOX APARTMENT BUILDING SAND TRAP 848 849850851851847848843 842 846847847 847847 847847847848848848848849849849 84983 5 83 1 83 2 83 3 83 4 83 6 83 7 83 8 83 9 82 5 83 0 8 2 4 82 6 82 7 82 8 82 9 83 1 82 2 8 2 3 836840838835834840849 T.P. T.P. T.P. 20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 (NOT TO BE VACATED) 20' 20' 20'20'20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC AUMANS ADDITION * * ** ** ** * * * * * ** 8 2 0 8 2 1 81 7 8 1 8 8 1 9 84 0 84 1 84 2 8" TEE 8" TEE8" TEE 22.5° BEND 11.25° BEND 8" VALVE 8" VALVE 8" VALVE 8" VALVE 8" VALVE 8" VALVE TEMP. HYDRANT TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 8" D. I .8" D.I.8" D.I.8" D.I. HYDRANT HYDRANT 8" VALVE TEMP. HYDRANT 11.25° BEND 8" TEE 8" D.I.8" VALVE 84 0 837 83 8 83 9 841 842 83 5 83 2 83 3 83 4 83 6 83 0 828 829 83 1 826 827 825 824 822 823820821 817818 819 8 4 2 842843844APARTMENT BUILDINGAPA R T M E N T B U I L D I N G PVMT PVMT PVMT PVMT Golfview D r i v e Kinzer AvenueKinzer AvenueE. Auman Dr.East Auman Drive74 75 76 77 78 79 80 EX. 5' SIDEWALKEX. 5 ' S I D E W A L K EX. 5' SIDEWALK EX. 5 ' S I D E W A L K EX. SANITARY MANHOLE TC=833.41' INV.=826.41' S 10" CLAY INV.=826.29' W INV.=825.96' N INV.= 824.24' E N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= EX. WET POND WITH NATIVE BANKS 833.00 835.63 837.14 839.57 817.00 EX. 4' MH #805 T.C.=845.97 8" S.D.R. 26 P.V.C N INV.=833.92 8" S.D.R. 26 P.V.C E INV.=833.72 EX. 4' MH #810 T.C.=845.42 8" S.D.R. 35 P.V.C SE INV.=837.87 EX. 4' MH #806 T.C.=844.42 8" S.D.R. 35 P.V.C N INV.=836.88 8" S.D.R. 26 P.V.C S INV.=835.25 8" S.D.R. 35 P.V.C E INV.=836.88 EX. TEMP. C.O. #1 TO BE REPLACED WITH MANHOLE T.C.=844.14 8" S.D.R. 35 P.V.C. N INV.=832.60 EX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #467 T.C.=845.17 12" R.C.P. N INV.=839.25 EX. YARD INLET #481 T.C.=844.61 15" R.C.P. N INV.=839.00 EX. YARD INLET #435A T.C.=843.96 36" R.C.P. E INV.=838.49 27" R.C.P. N INV.=838.49 EX. CURB INLET #445 T.C.=843.85 15" R.C.P. N INV.=838.65 15" R.C.P. SW INV.=838.75 EX. CURB INLET #444 T.C.=843.61 12" R.C.P. N INV.=840.33 EX. CURB INLET #468 T.C.=843.48 15" R.C.P. S INV.=838.96 15" R.C.P. NE INV.=838.86 EX. CURB INLET #441 T.C.=843.53 18" R.C.P. NE INV.=838.37 15" R.C.P. S INV.=838.47 EX. CURB INLET #431B T.C.=842.75 15" R.C.P. NE INV.=838.15 12" R.C.P. W INV.=838.25 EX. YARD INLET #469 T.C.=842.59 15" R.C.P. N INV.=839.19 EX. CURB INLET #439 T.C.=842.10 12" R.C.P. NE INV.=837.84 EX. YARD INLET #466 T.C.=841.98 12" R.C.P. S INV.=838.75 12" R.C.P. E INV.=838.65 EX. CURB INLET #438 T.C.=841.94 12" R.C.P. S INV.=835.50 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 48" R.C.P. N INV.=832.93 EX. OUTLET CONTROL #401 T.C.=839.34 15" R.C.P. E INV.=831.32 EX. END SECTION 12" R.C.P. E INV.=833.10 EX. END SECTION 21" R.C.P. SE INV.=832.76 EX. END SECTION 12" R.C.P. N INV.=833.06 10' BIKE LANESFSFSFSFSFS F SFSF SF SF SF SF SF SF SF SFSFSFSF SF SFSFSF SF SF SF SFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSF DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942INITIAL STORM WATER POLL. & PREV.PLANC301 1" = 50 FT LEGEND Denotes Silt Fence Denotes Construction Limits Temporary "Coconut Fiber Mat" or Below Grade " Drop Inlet Protection Basket" Temporary "Drop Inlet Protection Basket", "Sediment Control Devices" SF SF SF 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C300 Erosion Control Plan.dwg - C301Modified / By:September 29, 2020 8:57:03 AM / dmetzPlotted / By:October 6, 2020 8:58:25 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20FOR EROSION CONTROL ONLY. THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: TIM BERRY PHONE: (317) 564-7301 9.) GENERAL CONSTRUCTION SEQUENCE 1.The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing on the site being started. The contractor and/or developer shall notify IDEM and the City of Carmel 48 hours prior to start of construction. 2.Following the required pre-construction meeting the contractor shall construct the “posting information center” on the Northeast side of the proposed construction entrance. The location of the posting information center is shown on Sheet C300 & C302. The posting information center is the location where a copy of the approved IDEM Rule 5 Permit, Approved SWPP Plan, signed O&M Manual and Maintenance Logs are to be located. The contractor shall proceed to construct the construction entrance after all posting requirements have been met. 3.Immediately following the installation of the construction entrance, the contractor shall construct the maintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C307. 4.After the maintenance and refueling area is constructed, the contractor shall construct the concrete washout area per the specifications on Sheet C307. Concrete washout shall not be required if concrete truck is equipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal. 5.Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C300 - C305. The details and specifications for silt fence installation are located on Sheet C307. 6.The contractor shall protect all existing inlets with drop inlet protection baskets and fiber mats as shown on Sheet C300 - C303. The details and specifications for the drop inlet baskets and fiber mats on Sheet C307. 7.When the “existing” site/construction limits are completely stabilized, the contractor shall start stripping the existing top soil within the construction limits. 9.The contractor shall proceed to grade the site. The material to grade the site shall be excavated per the proposed cut & fills as shown on Sheet C200 - C202, & C204. 10.The Contractor shall install the proposed erosion control blanket in all swales as shown on Sheet C304 & C305. The details and specifications for the erosion control blanket can be found on Sheet C308. 11.Contractor shall excavate around the existing sanitary manholes #805 & #807 and expose the proposed connection point for the gravity sanitary sewer for this project. 12.The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossings are encountered. 13.Contractor shall install water main. The trench area shall be seeded and mulched immediately following the installation of the water main. 14.The contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the method chosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior to leaving the site. 15.Contractor shall install all concrete roll curb. 16.Contractor shall install all asphalt pavement. 17.Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of the contractor to ensure that the trench area is seeded and mulched immediately following the installation of each utility. 18.The contractor shall permanent seed all areas between the back of curb and the constructed pads and all other areas that are illustrated on Sheets C304 & C305. The seed mixture and rate can be found on Sheet C304 & C305. 19.The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized. After the inspector approves the site conditions the contractor shall remove all temporary erosion control practices. 20.The post-construction erosion control practices then become the responsibility of the developer of this project. 21.The developer of this project shall continue to monitor this site for good house keeping on the post-construction BMP's until a NOT is filed with IDEM. SA3 N RIMS A 3 N R IM SA 3 N R IM SANDTRAPSSANDTRAPSSANDTRAP855 853 854 853853852851849852852850 85 0850 84 9 848847845851 851 852 852 852 853 853 847847847848 84 9 T.P.T.P.S A 3 N R IM T.P.T.P.R 4 0R20X3R 2 4 R 3 0 R 1 8 R 3 0R20R 2 4 R24R 2 4 X 2R36R 1 2 X 2 R48R24_PINER 1 8 _ P I N E R8X5_MAPLER 6 R8X4R6X6R6X2R8R8X2R8X2R 6 C LU S T E R R 6 C L U S T E RR24 MOHAWK WB LLC******12"x8"TEETEMP. HYDRANTTEMP. HYDRANT8" VALVE12" D.I.HYDRANTHYDRANTHYDRANT8" VALVEEast City Center DriveKinzer Avenue East Auman Drive EX. 10' ASPHALT PATHEX. 10' ASPHALT PATHEX. 5' SIDEWALK EX. 10' BIKE LAN E EX. 5' SIDEWALK EX. 10' BIKE LANE EX. 5' SIDEWALK EX. 10' BIKE LANE 6465676869Lot 907071727374EX. 4' MH #807T.C.=849.598" S.D.R. 35 P.V.C SINV.=841.92EX. 4' MH #806EX. MANHOLE #414AT.C.=850.9215" R.C.P. SINV.=844.1912" R.C.P. NINV.=844.2912" R.C.P. WINV.=845.64EX. CURB INLET #418T.C.=851.0012" R.C.P. SINV.=846.81EX. CURB INLET #417T.C.=851.2312" R.C.P. NINV.=846.4912" R.C.P. EINV.=846.39EX. CURB INLET #420T.C.=849.5312" R.C.P. EINV.=845.56EX. CURB INLET #419T.C.=849.7112" R.C.P. WINV.=845.3412" R.C.P. SINV.=845.24EX. CURB INLET #459T.C.=849.0212" R.C.P. SWINV.=845.10EX. MANHOLE #414T.C.=848.7215" R.C.P. NINV.=843.5015" R.C.P. SINV.=843.4012" R.C.P. WINV.=843.80EX. CURB INLET #416T.C.=848.5812" R.C.P. EINV.=844.48EX. CURB INLET #415T.C.=848.6312" R.C.P. WINV.=844.0012" R.C.P. EINV.=843.90EX. CURB INLET #458T.C.=848.3212" R.C.P. NEINV.=844.3512" R.C.P. WINV.=844.25EX. CURB INLET #456T.C.=847.8712" R.C.P. EINV.=843.1124" R.C.P. SINV.=841.3424" R.C.P. NINV.=841.44EX. CURB INLET #457T.C.=847.8324" R.C.P. SINV.=841.97EX. CURB INLET #426T.C.=845.7815" R.C.P. EINV.=840.4618" R.C.P. SEINV.=840.36EX. CURB INLET #413T.C.=845.7415" R.C.P. NINV.=840.9015" R.C.P. WINV.=840.80EX. MANHOLE #453T.C.=844.6724" R.C.P. NINV.=839.8027" R.C.P. SINV.=839.7012" R.C.P. EINV.=839.80EX. CURB INLET #454T.C.=844.8912" R.C.P. WINV.=840.38SFSFSFSFSF TEMP. SOILSTOCKPILEBLOCK "F" 13,929 sq.ft. BLOCK "G" 7,400 sq.ft.6768697071727374North Line, N.W. 1/4, Sec.31- T18N- R4 E N.E. Cor., N.W.1/4 Sec. 31- T18 N- R4 E Found Harrison Monu..per H.C. S. Ties Auman Drive East 67686970717273746768697071727374WWWWWWWWW W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWW W W W W W W W W 10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH SEE INTERSECTION DETAILSFOR ELEVATIONS ANDSLOPE DIRECTION OF PATHSEE INTERSECTION DETAILSFOR ELEVATIONS ANDSLOPE DIRECTION OF PATHSEE INTERSECTION DETAILSFOR ELEVATIONS ANDSLOPE DIRECTION OF PATHSD822820821819817807816812143846.1144165845.5164846.0163846.5162847.0161847.5160848.0159848.4158848.9157848.6147846.9145847.8146851.0148852.3149853.6150854.6221850.2156850.9155851.6154852.4153853.1152853.8151854.3222854.1223854.0224853.8225853.6226854.0219854.2220849.9178849.9177850.1176850.3175850.4174850.6173850.8172851.0171851.2170851.4169851.4168853.4236853.3235853.5234853.8233853.9232854.1231854.1230853.4216853.4217853.6218853.1229853.2228853.4227848.9850.1179182-850.6183186-851.1187189-851.5190193-851.6239851.6238851.9237852.4194196-852.4197200-853.1201203-855.0213215-854.6210212-853.6204206-844.9845.9845.3846.4846.8845.7846.1847.3847.8846.6847.1848.3848.8847.6848.0849.2848.3847.7849.8848.6848.9847.2848.1847.0846.8850.1849.9851.2850.6851.0852.0852.7851.3851.6853.4854.1851.9854.6852.3854.7852.5854.5852.6854.3852.8854.1853.0853.4853.9853.5854.5854.2853.6853.4854.8854.9854.7849.2849.6850.8851.5852.0852.1847.2846.3851.3850.8852.1852.5853.8853.4854.3854.2853.6853.9853.1853.7854.5854.0847.7849.6849.2849.4851.4849.4849.8850.4850.5850.7850.9851.1851.3851.5851.7851.8851.8853.2852.9852.7852.4851.8851.9851.7850.8850.5850.2849.9851.7 851.9853.3852.9852.6852.3852.1852.4851.8852.6851.0851.7851.2853.3852.1853.8853.8853.9853.4854.5854.5854.6854.9855.3854.5854.8855.7853.6854.0853.8853.4853.3853.1853.6853.4853.4852.8853.5854.0853.8853.6853.4853.2852.3852.6854.6854.4854.3854.1853.8853.6852.5M.E.853.4M.E.853.2M.E.852.3M.E.853.3M.E.853.4207209-> o o o> o o o> o o o> o o o > o o o 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALK 10' PATH 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.40' SETBACKCROSSWALKVAR. D.U.S.&L.M.A.E.VAR. D.U.S.&L.M.A.E.VAR. D.U.S.&L.M.A.E.&P.A.E.5' D.&U.E.GILDER DRIVE(Private)ASTOR LANE (Private) MADELYN DRIVE (Private)BARRYMORE DRIVE(Public)MADELYN DRIVE (Private) TEMPLETON DRIVE (Public) TEMPLETON DRIVE (Public) MADELYN DRIVE (Private) TEMPLETON DRIVE (Public)POWELL WAY(Private)MADELYN DRIVE (Private) TEMPLETON DRIVE TEMPLETON DRIVE (Public) MADELYN DRIVE (Private) ASTOR LANE (Private) ASTOR LANE (Private)91.5' R/W50' R/W 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK45.75' R/WEX. 45.75' HALF R/W91.5' R/W91.5' R/W5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E. B-B21' I.E.E.B-B21' I.E.E.B-B20' I.E.E.B-B21' I.E.E.B-B21' I.E.E. B-B21' I.E.E.B-B21' I.E.E.B-B××××××××××××××××××××××××××××××847.3M.E.846.6853.2852.6107 L.F. SWALE @ 1.00% 107 L.F. SWALE @ 1.00%8185' SIDEWALK5' SIDEWALKSIDEWALK ADJACENT TOCURB. SEE DETAIL C80250' R/W 8'(TYP.)22' (TYP.)20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B20' B-B 30' B-B 50' R/W 30' B-B 20' B-B 20' (TYP.)9'(TYP.)20'(TYP.)9' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)8'(TYP.)8' (TYP.) 8' (TYP.)8'(TYP.)22' (TYP.) 8' (TYP.)5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.SECTION 4SECTION 3SECTION 4SECTION 3510509507504506503513508514502A498497511517499496502B518502417512501495500493492457491453494502C5' B.L.5' B.L.5' B.L. 5' B.L.5' B.L.T.C.=847.71T.C.=854.67T.C.=853.57T.C.=854.99T.C.=853.60T.C.=853.11T.C.=852.145' SIDEWALK 5' SIDEWALK SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFEARTHWORK CONTRACTORSHALL INSTALL 20' x 150'MIN. STONE ACCESS DRIVEPRIOR TO CONSTRUCTIONZ Z POSTING SIGNLOCATIONCONCRETEWASHOUT AREACONSTRUCTIONDUMPSTERFUEL OIL TANK(DOUBLE WALL)PORT-O-LETSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSF839838 83 5 834 SA3 N RIMSA 3 N R IM S A 3 N R IM T.P.SA3 N RIM833.65833.8483 5 . 3 0 83 5 . 0 0 T.P.833.02833.22SA3 N RIM832.38832.56SA3 N RIMC.O.S A 4 C.O.S A 4T.P.C.O.SA4TV.P.R 4 R18TV.P.S A 3 N R IMR18R 1 8 R 1 2 R 1 2R4R4R4R 4 R20X3T.P.R4R4C.O.SA4C.O.SA4T.P.T.P.C.O.SA4R4EX. STORM INLETTC=805.60'INV.=803.40' EEX. SANITARYMANHOLETC=834.32'8" CLAYINV.=829.72' N6" CLAYINV.=829.72' EEX. SANITARYMANHOLETC=832.61'8" CLAYINV.=829.30' NINV.=829.30' S6" CLAYINV.=829.30' EEX. SANITARYMANHOLETC=833.15'8" CLAYINV.=828.66' NINV.=828.66' SEX. SANITARYMANHOLETC=831.85'10" CLAYINV.=827.71' N8" CLAYINV.=827.71' SEX. SANITARYMANHOLETC=839.22'10" CLAYINV.=833.32' SWINV.=833.32' N6" CLAYINV.=834.52' S20'842 MOHAWK WB LLC840GOLFVIEW DRIVESANDTRAPSGolfview DriveKinzer Avenue EX. SANITARYMANHOLETC=833.41'8" CLAYINV.=826.41' S10" CLAYINV.=826.29' WINV.=825.96' NINV.= 824.24' EEX. SANITARYMANHOLETC=832.53'10/12" CLAYINV.=823.92' W10/12" CLAYINV.=821.69' SINDIAN TRAIL DRIVEEX. SANITARYMANHOLETC=829.32'INV.=821.27' NWINV.=821.62' SWINV.=821.27' EAPARTMENT BUILDING EX. CURB INLET #44T.C.=838.5212" R.C.P. NEINV.=836.17EX. CURB INLET #461AT.C.=838.4212" R.C.P. NEINV.=833.80EX. END SECTION21" R.C.P. SEINV.=832.76SA3 N RIMC.A.#9714 sq.ft.841.288841.287841.586841.5842.2841.5840.6841.8842.1842.2842.25' SIDEWAL K 5' SIDEWALK10' BIKE LANEKINZER AVENUE(Public)KINZER AVENUE(Public)5' SIDEWALK5' SIDEWALK10' BIKE LANE 5' SIDEWALK 5' SIDEWALK5' SIDEWALKWWWWWW W W WSEE INTERSECTION DETAILSFOR ELEVATIONS ANDSLOPE DIRECTION OF PATH> o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o 32± L .F .OPEN CUT SWA L E - 6 8 7 L . F . 6 " S . S . D . @ 0 . 3 8 %488488A488B523522521520462526525524527529528SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF DATE MARK REVISIONS BY CERTIFIED:S & A JOB NO.SHEET NO.DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT. S T O E P P E L W E R T H A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505 phone: 317.849.5935 fax: 317.849.5942 TEMP. STORM WATER POLL. & PREV. PLAN C302 1" = 50 FTLEGENDDenotes Silt FenceDenotes Construction LimitsTemporary "Coconut Fiber Mat" orBelow Grade " Drop Inlet Protection Basket"Temporary "Drop Inlet Protection Basket", "Sediment Control Devices"ÜA9.Specific Points Where Stormwater Discharge Will Leave this Site:This site will discharge to proposed lake and outlet to existing ditch,ultimately to Cool Creek.SFSFSF65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADGJSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA 03/20/2019 D PI TE SGEEOTSRPRTEWLEDEHVA DI R J .ADNINAIEEGNI RENOILANSFEPROSTATE OFSFile Name:S:\65840BKM-S3\DWG\C300 Erosion Control Plan.dwg - C302Modified / By:September 29, 2020 8:57:03 AM / dmetzPlotted / By:October 6, 2020 8:58:52 AM / Andre Guyon GRAMERCY WEST REVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTS DSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20 FOR EROSION CONTROL ONLY.THIS SHEET TO BE USEDPERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:TIM BERRYPHONE: (317) 564-7301NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUTAN APPROVED STORM WATER MANAGEMENT PERMIT.ANY DISCHARGE OF CONTAMINATED WATER DUE TODEWATERING SHALL OUTLET THROUGH EXISTINGVEGETATION OR FILTER BAGS THAT WILL NOTADVERSELY IMPACT STORM WATER QUALITY.NOTE:1. ANY ADDITIONAL EROSION CONTROL MEASURES MAY BEREQUIRED IN THE FIELD BY THE INSPECTOR.2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THENSTABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OFTEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER.3. CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TOMAINTAIN VEGETATIVE BUFFER AREAS.Denotes temporary seeding & mulching.Seeding rate:Seeding mixture:50#/acre100% perennial rye T.P. TV.P.SA3 N RIMMM M MM MM TV.P.Golfview DriveAPARTMENT BUILDINGAPARTMENT BUILDINGELECTRIC BOX APARTMENT BUILDING SAND TRAP 848 849850851851847848843 842 846847847 847847 847847847848848848848849849849 84983 5 83 1 83 2 83 3 83 4 83 6 83 7 83 8 83 9 82 5 83 0 8 2 4 82 6 82 7 82 8 82 9 83 1 82 2 8 2 3 836840838835834840849 SA3 N RIMT.P.SA3 N RIMSA3 N RIMT.P. T.P. 20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 (NOT TO BE VACATED) 20' 20' 20'20'20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC AUMANS ADDITION * * ** ** ** * * * * * ** 8 2 0 8 2 1 81 7 8 1 8 8 1 9 84 0 84 1 84 2 8" TEE 8" TEE8" TEE 22.5° BEND 11.25° BEND 8" VALVE 8" VALVE 8" VALVE 8" VALVE 8" VALVE 8" VALVE TEMP. HYDRANT TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 8" D. I .8" D.I.8" D.I.8" D.I. HYDRANT HYDRANT 8" VALVE TEMP. HYDRANT 11.25° BEND 8" TEE 8" D.I.8" VALVE 84 0 837 83 8 83 9 841 842 83 5 83 2 83 3 83 4 83 6 83 0 828 829 83 1 826 827 825 824 822 823820821 817818 819 8 4 2 842843844APARTMENT BUILDINGAPA R T M E N T B U I L D I N G PVMT PVMT PVMT PVMT Golfview D r i v e Kinzer AvenueKinzer AvenueE. Auman Dr.East Auman Drive74 75 76 77 78 79 80 EX. 5' SIDEWALKEX. 5 ' S I D E W A L K EX. 5' SIDEWALK EX. 5 ' S I D E W A L K EX. SANITARY MANHOLE TC=833.41' INV.=826.41' S 10" CLAY INV.=826.29' W INV.=825.96' N INV.= 824.24' E N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= EX. WET POND WITH NATIVE BANKS 833.00 835.63 837.14 839.57 817.00 EX. 4' MH #805 T.C.=845.97 8" S.D.R. 26 P.V.C N INV.=833.92 8" S.D.R. 26 P.V.C E INV.=833.72 EX. 4' MH #810 T.C.=845.42 8" S.D.R. 35 P.V.C SE INV.=837.87 EX. 4' MH #806 T.C.=844.42 8" S.D.R. 35 P.V.C N INV.=836.88 8" S.D.R. 26 P.V.C S INV.=835.25 8" S.D.R. 35 P.V.C E INV.=836.88 EX. TEMP. C.O. #1 TO BE REPLACED WITH MANHOLE T.C.=844.14 8" S.D.R. 35 P.V.C. N INV.=832.60 EX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #467 T.C.=845.17 12" R.C.P. N INV.=839.25 EX. YARD INLET #481 T.C.=844.61 15" R.C.P. N INV.=839.00 EX. YARD INLET #435A T.C.=843.96 36" R.C.P. E INV.=838.49 27" R.C.P. N INV.=838.49 EX. CURB INLET #445 T.C.=843.85 15" R.C.P. N INV.=838.65 15" R.C.P. SW INV.=838.75 EX. CURB INLET #444 T.C.=843.61 12" R.C.P. N INV.=840.33 EX. CURB INLET #468 T.C.=843.48 15" R.C.P. S INV.=838.96 15" R.C.P. NE INV.=838.86 EX. CURB INLET #441 T.C.=843.53 18" R.C.P. NE INV.=838.37 15" R.C.P. S INV.=838.47 EX. CURB INLET #431B T.C.=842.75 15" R.C.P. NE INV.=838.15 12" R.C.P. W INV.=838.25 EX. YARD INLET #469 T.C.=842.59 15" R.C.P. N INV.=839.19 EX. CURB INLET #439 T.C.=842.10 12" R.C.P. NE INV.=837.84 EX. YARD INLET #466 T.C.=841.98 12" R.C.P. S INV.=838.75 12" R.C.P. E INV.=838.65 EX. CURB INLET #438 T.C.=841.94 12" R.C.P. S INV.=835.50 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 48" R.C.P. N INV.=832.93 EX. OUTLET CONTROL #401 T.C.=839.34 15" R.C.P. E INV.=831.32 EX. END SECTION 12" R.C.P. E INV.=833.10 EX. END SECTION 21" R.C.P. SE INV.=832.76 EX. END SECTION 12" R.C.P. N INV.=833.06 SA3 N RI M 10' BIKE LANE74 75 76 77 78 79 80 74 75 76 77 78 79 80 C.A.#10 13,981 sq.ft. C.A.#12 5,019 sq.ft.C.A.#131,644 sq.ft.BLOCK "D"13,587 sq.ft.BLOCK "E" 15,416 sq.ft. C.A.#9 714 sq.ft. 74 75 76 77 78 79 80 > o o o > o o o > o o o > o o o > o o o > o o o > o o oWWWWWWWWWWWWWWWWW W W W W WWWWWWWWWW WWWWWWWW10' ASPHALT PATH10' ASPHALT PATHSEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH S D 811A 811 805 804A 813 814 815 841.2 88 841.2 87 841.5 86 841.8 85 842.1 84 842.4 83 842.6 82 842.9 81 843.2 80 843.5 79 844.6 78 844.8 77 845.0 76 844.8 75 844.6 74 844.4 73 844.3 72 844.3 71 844.4 70 845.7 122 845.3 123 845.2 124 845.6 125 844.6 126 844.6 127 845.6 128 845.8 129 846.1 130 846.4 131 845.1 132 844.6 133 845.0 134 845.5 135 845.0 136 844.8 137 844.6 138 844.3 139 844.1 140 844.1 141 844.6 142 845.2 143 844.3 167 844.6 166 845.1 165 845.5 844.4 89 91- 844.8 92 94- 845.1 95 97- 844.7 98 100- 844.5 101103-845.1 104106- 845.6 107 109-846.2 110112- 846.7 113 115-846.9 116118- 845.8 119 121- 841.5 842.2 841.5 840.6 841.8 842.4 842.7 842.1 842.2 842.9 843.1 842.5 842.2 842.8 843.1 843.5 843.7 843.4 843.0 843.0 844.2 844.1844.2844.9 845.1 844.0 844.2 845.3 844.2845.2 844.9 844.0 844.5 844.8 844.6844.1 843.8 844.5 844.8844.0 843.9 843.9 844.8 845.0845.5 844.1 845.6845.6 845.0 844.1 845.1 844.7 844.1 843.6 845.8845.3845.8846.4847.0847.1846.5845.9846.3 844.9845.7846.5846.4846.2846.5 846.1845.7 846.0 846.3 845.8846.3 845.4846.3 846.2 845.0 843.7844.0844.3844.7845.0845.4845.6 845.3 845.2 844.9844.4 844.8 844.6 844.5 844.3 844.1 844.3 844.4 845.0845.3 844.8 844.1 845.8846.0846.2846.2845.9 845.5 845.5 845.3 845.1 845.0 845.1 844.7 844.5845.0 844.7 844.2 844.3844.6 844.9 844.3 845.4 844.5 844.9845.9 846.7 844.3 844.9846.3 845.5 841.3 H.P.> o o o > o o o> o o o> o o o> o o o> o o o845.5 845.3 843.5 846.2 845.8 846.4 847.0 846.9 846.3 845.7 845.2 845.7844.9 843.8846.1 H.P. 845.5844.9844.2 100 L. F . S W A L E @ 1 . 8 0 %165 L . F . SWALE @ 1 .4 6% 232 L.F. SWALE @ 0.84%276 L.F. SWALE @ 0.85%> o o o> o o o> o o o> o o o> o o o5' SIDEWALK5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.40' SETBACK MADELYN DRIVE(Private)STEINBECK PLACE (Private) STEINBECK PLACE (Private)ASTOR LANE(Private)LAGERFIELD DRIVE (Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)VALENTINE DRIVE(Private)31' D.U.&S.S.E.VAL E NT I NE DRI VE( P r i v a t e ) 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEW A L K5' S IDEWALK 5' S I D E W A L K5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 21' I.E.E.B-B 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E. 21' I.E.E. B-B 21' I.E.E.B-B21' I.E.E.B-B21' I.E.E. B-B 21' I.E.E. B-B 21' I.E.E. B-B × × × × × × × × × × × × × W W W W W W W W WWWWWWWWWWWWWWWWWWW845.0 M.E. 845.2 M.E.844.6H.P.> o o o> o o o> o o o> o o o> o o o> o o o79 L.F. SWALE @ 1.23%217 L.F. SWALE @ 1.00%842.3 MANHOLE 487A TO BE TIED INTO EX. PIPE 8438428418408398388378365' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK SEE AMENITY AREA PLAN C204 FOR SIDEWALK CONNECTION. W W × 845.3845.2 21' I.E.E.B-B 20'B-B 20' (TYP.)9'(TYP.)20'(TYP.)9'(TYP. ) 20' (TYP. ) 9' (TYP . )30'B-B8'(TYP.)8'(TYP.)20'(TYP.)9' (TYP.)> o o o> o o o> o o o SECTION 3 SECTION 2 SECTION 3 SECTION 2 469A 474 476 475 481 477 487A 478 479 482 483 472B 472A 435A 436A 485 486 487 469 488 486A 488A 489 484 488B 485A 485B 462 478A 16 17 18 19 T.C.=844.69 T.C.=844.05 T.C.=846.02 T.C.=845.65 T.C.=843.00 T.C.=842.80 845.3 M.E. 843.3 845.1845.0 5' SIDEWALKSFSFSFSFSFS F SFSF SF SF SF SF SF SF SF SFSFSFSF SF SFSFSF SF SF SF SFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSF ÜSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SF S F S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSF SFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SFPOOL (1,050 sq.ft.)BATHHOUSEPICNIC AREA MULCH PLAYGROUND AREA BIK E S H A R E E A S E M E N T CONNECT TO EXISTING SIDEWALK FFE 844.0× C.O. 838 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 0+000+22438A 22 L.F. 12" HDPE @ 1 . 0 0 %DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942TEMP. STORM WATER POLL. & PREV. PLANC303 1" = 50 FT LEGEND Denotes Silt Fence Denotes Construction Limits Temporary "Coconut Fiber Mat" or Below Grade " Drop Inlet Protection Basket" Temporary "Drop Inlet Protection Basket", "Sediment Control Devices" ÜA9.Specific Points Where Stormwater Discharge Will Leave this Site: This site will discharge to proposed lake and outlet to existing ditch, ultimately to Cool Creek. SF SF SF 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C300 Erosion Control Plan.dwg - C303Modified / By:September 29, 2020 8:57:03 AM / dmetzPlotted / By:October 6, 2020 8:59:08 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20FOR EROSION CONTROL ONLY. THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: TIM BERRY PHONE: (317) 564-7301 NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. ANY DISCHARGE OF CONTAMINATED WATER DUE TO DEWATERING SHALL OUTLET THROUGH EXISTING VEGETATION OR FILTER BAGS THAT WILL NOT ADVERSELY IMPACT STORM WATER QUALITY. NOTE: 1. ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER. 3. CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS. SA3 N RIM SA3 N RIMSA3 N RIMSANDTRAPSSANDTRAPSSANDTRAP855853854 853853852851849852852850 85085 0 8 4 9 848847845851851852852852853853847847847848849 T.P.T.P.S A 3 N R IM T.P.T.P.R40R20X3R 2 4 R 3 0 R 1 8R30R20R24 R24R24X2R36R12X2R48R24_PINER18_PINER8X5_MAPLER6R8X4R6X6R6X2R8R8X2R8X2R6CLUSTERR6CLUSTERR24MOHAWK WB LLC******12"x8"TEETEMP. HYDRANTTEMP. HYDRANT8" VALVE12" D.I.HYDRANTHYDRANTHYDRANT8" VALVEEast City Center DriveKinzer Avenue East Auman Drive EX. 10' ASPHALT PATHEX. 10' ASPHALT PATHEX. 5' SIDEWAL K EX. 10' BIKE LA N E EX. 5' SIDEWALK EX. 10' BIKE LANE EX. 5' SIDEWALK EX. 10' BIKE LANE 6465676869Lot 907071727374EX. 4' MH #807T.C.=849.598" S.D.R. 35 P.V.C SINV.=841.92EX. 4' MH #806EX. MANHOLE #414AT.C.=850.9215" R.C.P. SINV.=844.1912" R.C.P. NINV.=844.2912" R.C.P. WINV.=845.64EX. CURB INLET #418T.C.=851.0012" R.C.P. SINV.=846.81EX. CURB INLET #417T.C.=851.2312" R.C.P. NINV.=846.4912" R.C.P. EINV.=846.39EX. CURB INLET #420T.C.=849.5312" R.C.P. EINV.=845.56EX. CURB INLET #419T.C.=849.7112" R.C.P. WINV.=845.3412" R.C.P. SINV.=845.24EX. CURB INLET #459T.C.=849.0212" R.C.P. SWINV.=845.10EX. MANHOLE #414T.C.=848.7215" R.C.P. NINV.=843.5015" R.C.P. SINV.=843.4012" R.C.P. WINV.=843.80EX. CURB INLET #416T.C.=848.5812" R.C.P. EINV.=844.48EX. CURB INLET #415T.C.=848.6312" R.C.P. WINV.=844.0012" R.C.P. EINV.=843.90EX. CURB INLET #458T.C.=848.3212" R.C.P. NEINV.=844.3512" R.C.P. WINV.=844.25EX. CURB INLET #456T.C.=847.8712" R.C.P. EINV.=843.1124" R.C.P. SINV.=841.3424" R.C.P. NINV.=841.44EX. CURB INLET #457T.C.=847.8324" R.C.P. SINV.=841.97EX. CURB INLET #426T.C.=845.7815" R.C.P. EINV.=840.4618" R.C.P. SEINV.=840.36EX. CURB INLET #413T.C.=845.7415" R.C.P. NINV.=840.9015" R.C.P. WINV.=840.80EX. MANHOLE #453T.C.=844.6724" R.C.P. NINV.=839.8027" R.C.P. SINV.=839.7012" R.C.P. EINV.=839.80EX. CURB INLET #454T.C.=844.8912" R.C.P. WINV.=840.38BLOCK "F"13,929 sq.ft. BLOCK "G" 7,400 sq.ft.6768697071727374North Line, N.W. 1/4, Sec.31-T18N-R4E N. E. Cor., N.W.1/4Sec. 31-T18N-R4E Found Harrison Monu..per H.C.S. Ties Auman Drive East 67686970717273746768697071727374WWWWWWWWW W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWW W W W W W W W W 10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH SEE INTERSECTION DETAILSFOR ELEVATIONS ANDSLOPE DIRECTION OF PATHSEE INTERSECTION DETAILSFOR ELEVATIONS ANDSLOPE DIRECTION OF PATHSEE INTERSECTION DETAILSFOR ELEVATIONS ANDSLOPE DIRECTION OF PATHSD822820821819817807816812143846.1144165845.5164846.0163846.5162847.0161847.5160848.0159848.4158848.9157848.6147846.9145847.8146851.0148852.3149853.6150854.6221850.2156850.9155851.6154852.4153853.1152853.8151854.3222854.1223854.0224853.8225853.6226854.0219854.2220849.9178849.9177850.1176850.3175850.4174850.6173850.8172851.0171851.2170851.4169851.4168853.4236853.3235853.5234853.8233853.9232854.1231854.1230853.4216853.4217853.6218853.1229853.2228853.4227848.9850.1179182-850.6183186-851.1187189-851.5190193-851.6239851.6238851.9237852.4194196-852.4197200-853.1201203-855.0213215-854.6210212-853.6204206-844.9845.9845.3846.4846.8845.7846.1847.3847.8846.6847.1848.3848.8847.6848.0849.2848.3847.7849.8848.6848.9847.2848.1847.0846.8850.1849.9851.2850.6851.0852.0852.7851.3851.6853.4854.1851.9854.6852.3854.7852.5854.5852.6854.3852.8854.1853.0853.4853.9853.5854.5854.2853.6853.4854.8854.9854.7849.2849.6850.8851.5852.0852.1847.2846.3851.3850.8852.1852.5853.8853.4854.3854.2853.6853.9853.1853.7854.5854.0847.7849.6849.2849.4851.4849.4849.8850.4850.5850.7850.9851.1851.3851.5851.7851.8851.8853.2852.9852.7852.4851.8851.9851.7850.8850.5850.2849.9851.7 851.9853.3852.9852.6852.3852.1852.4851.8852.6851.0851.7851.2853.3852.1853.8853.8853.9853.4854.5854.5854.6854.9855.3854.5854.8855.7853.6854.0853.8853.4853.3853.1853.6853.4853.4852.8853.5854.0853.8853.6853.4853.2852.3852.6854.6854.4854.3854.1853.8853.6852.5M.E.853.4M.E.853.2M.E.852.3M.E.853.3M.E.853.4207209-> o o o> o o o> o o o> o o o > o o o 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALK 10' PATH 5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.40' SETBACKCROSSWALKVAR. D.U.S.&L.M.A.E.VAR. D.U.S.&L.M.A.E.VAR. D.U.S.&L.M.A.E.&P.A.E.5' D.&U.E.GILDER DRIVE(Private)ASTOR LANE (Private) MADELYN DRIVE(Private)BARRYMORE DRIVE(Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public) TEMPLETON DRIVE (Public) MADELYN DRIVE(Private) TEMPLETON DRIVE (Public)POWELL WAY(Private)MADELYN DRIVE(Private)TEMPLETON DRIVE TEMPLETON DRIVE(Public)MADELYN DRIVE(Private) ASTOR LANE (Private) ASTOR LANE (Private)91.5' R/W50' R/W 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK45.75' R/WEX. 45.75' HALF R/W91.5' R/W91.5' R/W5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-B20' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-B××××××××××××××××××××××××××××××847.3M.E.846.6853.2852.6107 L.F. SWALE @ 1.00%107 L.F. SWALE @ 1.00%8185' SIDEWALK5' SIDEWALKSIDEWALK ADJACENT TOCURB. SEE DETAIL C80250' R/W 8'(TYP.)22' (TYP.)20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B30'B-B 50' R/W 30' B-B 20' B-B 20' (TYP.)9'(TYP.)20'(TYP.)9'(TYP.)9'(TYP.)20'(TYP.)9'(TYP.)8'(TYP.)8'(TYP.)8'(TYP.)8'(TYP.)22' (TYP.) 8' (TYP.)5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.SECTION 4SECTION 3SECTION 4SECTION 3510509507504506503513508514502A498497511517499496502B518502417512501495500493492457491453494502C5' B.L.5' B.L.5' B.L. 5' B.L.5' B.L.T.C.=847.71T.C.=854.67T.C.=853.57T.C.=854.99T.C.=853.60T.C.=853.11T.C.=852.145' SIDEWALK 5' SIDEWALK EARTHWORK CONTRACTORSHALL INSTALL 20' x 150'MIN. STONE ACCESS DRIVEPRIOR TO CONSTRUCTIONZ Z POSTING SIGNLOCATIONCONCRETEWASHOUT AREACONSTRUCTIONDUMPSTERFUEL OIL TANK(DOUBLE WALL)PORT-O-LETSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSF SFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSF838839836 840 838 83 5 834 SA3 N RIMS A 3 N R IMSA3 N RIMT.P.S A 3 N R IM841.20833.65833.8483 5 . 3 0 8 3 5 . 0 0 T.P.833.02833.22S A 3 N R IM 83 2 . 3 8 832.56S A 3 N R IMC.O.SA4C.O.SA4T.P.C.O.S A 4TV.P.R 4 R18TV.P.S A 3 N R IM R 1 8R18R12R12R4R4R 4 R 4 R 2 0 X 3T.P.R4R4C.O.S A 4 C.O.S A 4 T.P.T.P.C.O.S A 4 R4EX. STORM INLETTC=805.60'INV.=803.40' EEX. SANITARYMANHOLETC=834.32'8" CLAYINV.=829.72' N6" CLAYINV.=829.72' EEX. SANITARYMANHOLETC=832.61'8" CLAYINV.=829.30' NINV.=829.30' S6" CLAYINV.=829.30' EEX. SANITARYMANHOLETC=833.15'8" CLAYINV.=828.66' NINV.=828.66' SEX. SANITARYMANHOLETC=831.85'10" CLAYINV.=827.71' N8" CLAYINV.=827.71' SEX. SANITARYMANHOLETC=839.22'10" CLAYINV.=833.32' SWINV.=833.32' N6" CLAYINV.=834.52' S20'8 4 2 MOHAWK WB LLC840841GOLFVIEW DRIVESANDTRAPSGolfview DriveKinzer Avenue EX. SANITARYMANHOLETC=833.41'8" CLAYINV.=826.41' S10" CLAYINV.=826.29' WINV.=825.96' NINV.= 824.24' EEX. SANITARYMANHOLETC=832.53'10/12" CLAYINV.=823.92' W10/12" CLAYINV.=821.69' SINDIAN TRAIL DRIVEEX. SANITARYMANHOLETC=829.32'INV.=821.27' NWINV.=821.62' SWINV.=821.27' EAPA R T M E N T B U I L D I N G EX. CURB INLET #44T.C.=838.5212" R.C.P. NEINV.=836.17EX. CURB INLET #461AT.C.=838.4212" R.C.P. NEINV.=833.80EX. END SECTION21" R.C.P. SEINV.=832.76SA3 N RIM10' BIKE LANEC.A.#9714 sq.ft.W841.288841.287841.586841.885842.184841.5842.2841.5840.6841.8842.4842.7842.1842.2842.5842.25' SID E W A L K 5' SID E W A L K 10' BI K E L A N E KINZ E R A V E N U E (Publi c ) KINZER AVENUE (Public) 5' SIDEWALK 5' SIDEWALK 10' BIKE LANE DRIVE5' S IDEWALK 5' SIDEWALK5' SIDEWALKWWWWWWW W W WSEE INTERSECTION DETAILSFOR ELEVATIONS ANDSLOPE DIRECTION OF PATH> o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o 32± L .F .OPEN CUT SWAL E - 6 8 7 L . F . 6 " S . S . D . @ 0 . 3 8 %488488A488B5235225215204625265255245275295283' SUMPW/ SNOUT3' SUMPW/ SNOUTSFSFSF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFDATE MARK REVISIONS BY CERTIFIED:S & A JOB NO.SHEET NO.DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT. S T O E P P E L W E R T H A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505 phone: 317.849.5935 fax: 317.849.5942 PERM. STORM WATER POLL. & PREV. PLAN C304 1" = 50 FTNO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUTAN APPROVED STORM WATER MANAGEMENT PERMIT.ANY DISCHARGE OF CONTAMINATED WATER DUE TODEWATERING SHALL OUTLET THROUGH EXISTINGVEGETATION OR FILTER BAGS THAT WILL NOTADVERSELY IMPACT STORM WATER QUALITY.NOTE:1. ANY ADDITIONAL EROSION CONTROL MEASURES MAY BEREQUIRED IN THE FIELD BY THE INSPECTOR.2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THENSTABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OFTEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER.3. CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TOMAINTAIN VEGETATIVE BUFFER AREAS.65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADGJSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA 03/20/2019 D PI TE SGEEOTSRPRTEWLEDEHVA DI R J .ADNINAIEEGNI RENOILANSFEPROSTATE OFSFile Name:S:\65840BKM-S3\DWG\C300 Erosion Control Plan.dwg - C304Modified / By:September 29, 2020 8:57:03 AM / dmetzPlotted / By:October 6, 2020 8:59:35 AM / Andre Guyon GRAMERCY WEST REVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTS DSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20 FOR EROSION CONTROL ONLY.THIS SHEET TO BE USEDPERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:TIM BERRYPHONE: (317) 564-7301LEGENDDenotes Silt FenceDenotes Construction LimitsDenotes permanent seeding & mulch areasSeeding rate:Seeding mixture:l30#/acre or 3#/l000 S.F.25% creeping red fescue35% perennial rye40% Kentucky bluegrassDenotes seeding w/fiber blanket #S75 by North American GreenSeeding rate:Seeding mixture:ll0#/acre or 2.5#/l000 S.F.38% Kentucky 3l fescuel9% perennial ryel9% annual ryel4% orchard grassl0% Kentucky bluegrassDenotes temporary seeding & mulching.Seeding rate:Seeding mixture:50#/acre100% perennial ryeSFSFSF T.P. TV.P.SA3 N RIMMM M MM MM TV.P.Golfview DriveAPARTMENT BUILDINGAPARTMENT BUILDINGELECTRIC BOX APARTMENT BUILDING SAND TRAP 848 849850851851847848843 842 846847847 847847 847847847848848848848849849849 84983 5 83 1 83 2 83 3 83 4 83 6 83 7 83 8 83 9 82 5 83 0 8 2 4 82 6 82 7 82 8 82 9 83 1 82 2 8 2 3 836840838835834840849 SA3 N RIMT.P.SA3 N RI M SA3 N RIMT.P. T.P. 20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 (NOT TO BE VACATED) 20' 20' 20'20'20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 MOHAWK WB LLC MOHAWK WB LLC MOHAWK WB LLC AUMANS ADDITION * * ** ** ** * * * * * ** 8 2 0 8 2 1 81 7 8 1 8 8 1 9 84 0 84 1 84 2 8" TEE 8" TEE8" TEE 22.5° BEND 11.25° BEND 8" VALVE 8" VALVE 8" VALVE 8" VALVE 8" VALVE 8" VALVE TEMP. HYDRANT TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 8" D. I .8" D.I.8" D.I.8" D.I. HYDRANT HYDRANT 8" VALVE TEMP. HYDRANT 11.25° BEND 8" TEE 8" D.I.8" VALVE 84 0 837 83 8 83 9 841 842 83 5 83 2 83 383 4 83 6 83 0 828 829 83 1 826 827 825 824 822 823820821 817818 819 8 4 2 842843844APARTMENT BUILDINGAPA R T M E N T B U I L D I N G PVMT PVMT PVMT PVMT Golfview D r i v e Kinzer AvenueKinzer AvenueE. Auman Dr.East Auman Drive74 75 76 77 78 79 80 EX. 5' SIDEWALKEX. 5 ' S I D E W A L K EX. 5' SIDEWALK EX. 5 ' S I D E W A L K EX. SANITARY MANHOLE TC=833.41' INV.=826.41' S 10" CLAY INV.=826.29' W INV.=825.96' N INV.= 824.24' E N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= EX. WET POND WITH NATIVE BANKS 833.00 835.63 837.14 839.57 817.00 EX. 4' MH #805 T.C.=845.97 8" S.D.R. 26 P.V.C N INV.=833.92 8" S.D.R. 26 P.V.C E INV.=833.72 EX. 4' MH #810 T.C.=845.42 8" S.D.R. 35 P.V.C SE INV.=837.87 EX. 4' MH #806 T.C.=844.42 8" S.D.R. 35 P.V.C N INV.=836.88 8" S.D.R. 26 P.V.C S INV.=835.25 8" S.D.R. 35 P.V.C E INV.=836.88 EX. TEMP. C.O. #1 TO BE REPLACED WITH MANHOLE T.C.=844.14 8" S.D.R. 35 P.V.C. N INV.=832.60 EX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #467 T.C.=845.17 12" R.C.P. N INV.=839.25 EX. YARD INLET #481 T.C.=844.61 15" R.C.P. N INV.=839.00 EX. YARD INLET #435A T.C.=843.96 36" R.C.P. E INV.=838.49 27" R.C.P. N INV.=838.49 EX. CURB INLET #445 T.C.=843.85 15" R.C.P. N INV.=838.65 15" R.C.P. SW INV.=838.75 EX. CURB INLET #444 T.C.=843.61 12" R.C.P. N INV.=840.33 EX. CURB INLET #468 T.C.=843.48 15" R.C.P. S INV.=838.96 15" R.C.P. NE INV.=838.86 EX. CURB INLET #441 T.C.=843.53 18" R.C.P. NE INV.=838.37 15" R.C.P. S INV.=838.47 EX. CURB INLET #431B T.C.=842.75 15" R.C.P. NE INV.=838.15 12" R.C.P. W INV.=838.25 EX. YARD INLET #469 T.C.=842.59 15" R.C.P. N INV.=839.19 EX. CURB INLET #439 T.C.=842.10 12" R.C.P. NE INV.=837.84 EX. YARD INLET #466 T.C.=841.98 12" R.C.P. S INV.=838.75 12" R.C.P. E INV.=838.65 EX. CURB INLET #438 T.C.=841.94 12" R.C.P. S INV.=835.50 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 48" R.C.P. N INV.=832.93 EX. OUTLET CONTROL #401 T.C.=839.34 15" R.C.P. E INV.=831.32 EX. END SECTION 12" R.C.P. E INV.=833.10 EX. END SECTION 21" R.C.P. SE INV.=832.76 EX. END SECTION 12" R.C.P. N INV.=833.06 SA3 N RI M 10' BIKE LANE74 75 76 77 78 79 80 Auman Drive East74 75 76 77 78 79 80 C.A.#10 13,981 sq.ft. C.A.#12 5,019 sq.ft.C.A.#131,644 sq.ft.BLOCK "D"13,587 sq.ft.BLOCK "E" 15,416 sq.ft. C.A.#9 714 sq.ft. 74 75 76 77 78 79 80 > o o o > o o o > o o o > o o o > o o o > o o o > o o oWWWWWWWWWWWWWWWWWW W W W W WWWWWWWWWW WWWWWWWW10' ASPHALT PATH10' ASPHALT PATHSEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH S D 811A 811 805 804A 813 814 815 841.2 88 841.2 87 841.5 86 841.8 85 842.1 84 842.4 83 842.6 82 842.9 81 843.2 80 843.5 79 844.6 78 844.8 77 845.0 76 844.8 75 844.6 74 844.4 73 844.3 72 844.3 71 844.4 70 845.7 122 845.3 123 845.2 124 845.6 125 844.6 126 844.6 127 845.6 128 845.8 129 846.1 130 846.4 131 845.1 132 844.6 133 845.0 134 845.5 135 845.0 136 844.8 137 844.6 138 844.3 139 844.1 140 844.1 141 844.6 142 845.2 143 844.3 167 844.6 166 845.1 165 845.5 164 844.4 89 91- 844.8 92 94- 845.1 95 97- 844.7 98 100- 844.5 101103-845.1 104106- 845.6 107109-846.2 110 112- 846.7 113115-846.9 116 118- 845.8 119121- 841.5 842.2 841.5 840.6 841.8 842.4 842.7 842.1 842.2 842.9 843.1 842.5 842.2 842.8 843.1 843.5 843.7 843.4 843.0 843.0 844.2 844.1844.2844.9 845.1 844.0 844.2 845.3 844.2845.2 844.9 844.0 844.5 844.8 844.6844.1 843.8 844.5 844.8844.0 843.9 843.9 844.8 845.0845.5 844.1 845.6845.6 845.0 844.1 845.1 844.7 844.1 843.6 845.8845.3845.8846.4847.0847.1846.5845.9846.3 844.9845.7846.5846.4846.2846.5 846.1845.7 846.0 846.3 845.8846.3 845.4846.3 846.2 845.0 843.7844.0844.3844.7845.0845.4845.6 845.3 845.2 844.9844.4 844.8 844.6 844.5 844.3 844.1 844.3 844.4 845.0845.3 844.8 844.1 845.8846.0846.2846.2845.9 845.5 845.5 845.3 845.1 845.0 845.1 844.7 844.5845.0 844.7 844.2 844.3844.6 844.9 844.3 845.4 844.5 844.9845.9 846.8 846.7 844.3 844.9846.3 846.3 845.5 841.3 H.P.> o o o > o o o > o o o> o o o> o o o> o o o845.5 845.3 843.5 846.2 845.8 846.4 847.0 846.9 846.3 845.7 845.2 845.7844.9 843.8846.1 H.P. 845.5844.9844.2 100 L. F . S W A L E @ 1 . 8 0 %165 L . F . SWALE @ 1 .4 6% 232 L.F. SWALE @ 0.84%276 L.F. SWALE @ 0.85%> o o o> o o o> o o o> o o o> o o o5' SIDEWALK5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.40' SETBACK MADELYN DRIVE(Private)STEINBECK PLACE (Private) STEINBECK PLACE (Private)ASTOR LANE(Private)LAGERFIELD DRIVE (Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)VALENTINE DRIVE(Private)31' D.U.&S.S.E. 45.75' R/W EX. 45.75' HALF R/W VAL E NT I NE DRI VE( P r i v a t e ) 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEW A L K5' S IDEWALK 5' S I D E W A L K5' SIDE WAL K 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 21' I.E.E.B-B 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E. 21' I.E.E. B-B 21' I.E.E.B-B21' I.E.E.B-B21' I.E.E. B-B 21' I.E.E. B-B 21' I.E.E.B-B × × × × × × × × × × × × × W W W W W W W WWWWWWWWWWWWWWWWWWWW845.0 M.E. 845.2 M.E.844.6H.P.> o o o> o o o> o o o> o o o> o o o> o o o79 L.F. SWALE @ 1.23%217 L.F. SWALE @ 1.00%842.3 MANHOLE 487A TO BE TIED INTO EX. PIPE 8438428418408398388378365' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK SEE AMENITY AREA PLAN C204 FOR SIDEWALK CONNECTION. W W × 845.3845.2 21' I.E.E. B-B 20'B-B 20' (TYP.)9'(TYP.)20'(TYP.)9'(TYP. ) 20' (TYP. ) 9' (TYP . )30'B-B8'(TYP.)8'(TYP.)20'(TYP.)9' (TYP.)> o o o> o o o> o o o SECTION 3 SECTION 2 SECTION 3 SECTION 2 469A 474 476 475 481 477 487A 478 479 482 483 472B 472A 435A 436A 485 486 487 469 488 486A 488A 489 484 488B 485A 485B 462 478A 16 17 18 19 T.C.=844.69 T.C.=844.05 T.C.=846.02 T.C.=845.65 T.C.=843.00 T.C.=842.80 845.3 M.E. 843.3 845.1845.0 5' SIDEWALK 3' SUMP W/ SNOUT WQ UNITSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SF S F S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SFPOOL (1,050 sq.ft.)BATHHOUSEPICNIC AREA MULCH PLAYGROUND AREA BIK E S H A R E E A S E M E N T CONNECT TO EXISTING SIDEWALK FFE 844.05' SIDEWALK× EX. WATER SERVICE LINE C.O. 838 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 0+000+22438A 22 L.F. 12" HDPE @ 1 . 0 0 %DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942PERM. STORM WATER POLL. & PREV. PLANC305 1" = 50 FT LEGEND Denotes Silt Fence Denotes Construction Limits Denotes permanent seeding & mulch areas Seeding rate: Seeding mixture: l30#/acre or 3#/l000 S.F. 25% creeping red fescue 35% perennial rye 40% Kentucky bluegrass Denotes seeding w/fiber blanket #S75 by North American Green Seeding rate: Seeding mixture: ll0#/acre or 2.5#/l000 S.F. 38% Kentucky 3l fescue l9% perennial rye l9% annual rye l4% orchard grass l0% Kentucky bluegrass Denotes temporary seeding & mulching. Seeding rate: Seeding mixture: 50#/acre 100% perennial rye SF SF SF 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C300 Erosion Control Plan.dwg - C305Modified / By:September 29, 2020 8:57:03 AM / dmetzPlotted / By:October 6, 2020 8:59:50 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20FOR EROSION CONTROL ONLY. THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: TIM BERRY PHONE: (317) 564-7301 NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. ANY DISCHARGE OF CONTAMINATED WATER DUE TO DEWATERING SHALL OUTLET THROUGH EXISTING VEGETATION OR FILTER BAGS THAT WILL NOT ADVERSELY IMPACT STORM WATER QUALITY. NOTE: 1. ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER. 3. CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS. DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STORM WATER POLL. & PREV. PLAN SPECSC306 FOR EROSION CONTROL ONLY. THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: TIM BERRY PHONE: (317) 564-7301 SITE NAME PROJECT LOCATION The property is located South of 126th Street and West of Keystone Parkway Latitude: 39º 58' 03" N Longitude: 86º 07' 04" W OWNER'S INFORMATION 1.) WATERSHED HYDROLOGIC UNIT CODE (HUC) 05120201090030 Cool Creek-Grassy Branch/Little Cool Creek 13.) MATERIAL HANDLING AND SPILL PREVENTION PLAN 2.) LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH POST-CONSTRUCTION STORMWATER QUALITY MEASURE 5.) DESCRIPTION OF OPERATION AND MAINTENANCE GUIDELINES FOR ALL POST-CONSTRUCTION STORMWATER QUALITY MEASURES 3.) SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION Please see construction sequence. Also the stormwater quality will be handled with wet ponds with perimeter vegetation, wetland plugs on outlet pipes, along with Proposed Sump Catch Basins for this Section and such measures will be in conjunction with the projects Water Quality and O&M manuals. For Post Construction Storm Water Quality measures please see the O&M manual for this project along with the "Overall Drainage and Water Quality Master Plan" prepared for The Legacy, East Carmel, LLC prepared by Williams Creek Consulting, Inc., (approval to be implemented with subsequent construction). 2.) NAME OF ALL RECEIVING WATERS 3.) PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS (10 year) Post-construction 10-year discharge: 1.737 cfs 4.) SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THIS SITE There should be no potential discharges into the groundwater on this site. 5.) LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER (abandoned wells or sinkholes) 6.) SOILS MAP WITH DESCRIPTIONS AND LIMITATIONS Soil information from the Hamilton County Soil Survey is shown on Sheet C307. This includes a copy of the soil map, descriptions of the soils and a description of how this site will accommodate existing soil limitations. 7.) DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES The following potential pollutant sources may be associated with construction activities on site: 1. Material storage areas (more specifically described below) 2. Construction waste material 3. Fuel storage areas and fueling stations 4. Exposed soils 5. Leaking vehicles and equipment 6. Sanitary waste from temporary toilet facilities 7. Litter 8. Windblown dust 9. Soil tracking off site from construction equipment The following construction materials will be staged or stored on site at various points during development of the site. 1. Structural fill 2. Road base 3. Concrete drainage pipe 4. Concrete culverts 5. Precast concrete manholes Silt fences shall be installed with the contour of the slopes. Max. Slope Length above Silt Fence (Ft.) Land Slope % 100 75 50 25 15 < 2 2-15 5-10 10-20 7-20 8.) TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES b. For dimensions of these measures see sheets C300-303 d. For Construction details for these measures see sheet C307-C308. a. Construction entrance will be in place prior to this phase of construction. Entrance is shown for reference on Sheet C300 and C302. The contractor has the option to use one of several storm sewer inlet protection methods, depending on the inlet location and the stage of construction. Refer to Sheet C302-C303 for locations and refer to Sheet C307 for details. Manufactured products such as the Dandy Bag or Catch-All products may also be used at the contractor's discretion. Manufactured products shall be installed in accordance with the manufacturer's specifications. c. Detention basins shall be used to extend detention times to achieve stormwater quality. Rip Rap will be used at each of the stormwater outlets where not connecting into existing manholes. Erosion control blankets will be utilized as grade-stabilization structures. Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt fencing will be utilized to minimize runoff from construction areas as identified on Sheets C300 & C301. e. Monitoring and maintenance guidelines: West of Proposed Lake 10.) LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS 11.) TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON Refer to Sheet C307, within the Seasonal Soil Protection Chart. 12.) EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS 14.) OPERATOR'S INFORMATION SWPPP FOR CONSTRUCTION SITES SWPPP FOR POST-CONSTRUCTION 1.) DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE 4.) STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS Solid Waste Disposal No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, including disposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by the State and/or appropriate local municipality to accept the waste for disposal. Dumpsters and A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures. Hazardous Waste Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer. Use containment berms in fueling and maintenance areas and where potential for spills is high. A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of the facility. port-o-lets are not to be placed in the street. Dust Control/Off-site Vehicle Tracking During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After construction, the site should be stabilized to reduce dust. Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock pad is to minimize the amount of soil and mud that is tracked into existing streets. If sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize offsite impacts. Inspection Schedule/Reporting All impacted areas, as well as all erosion and sediment control devices, will be inspected every seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater until an NOT is issued. Inspection reports after rain events are to be submitted to the City of Carmel Engineering Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with the USEPA NPDES Storm Water General Permit, and the Project. Inspection reports shall be completed including scope of the inspection, name(s) and qualifications of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance noted during the inspection. The inspection report should state whether the site was in compliance or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection reports on site and permanently for a period of two years following construction. The on-site reports may be requested by inspections conducted by the local MS-4. Construction Entrance Locations where vehicles exit the site shall be inspected for evidence of off-site sediment tracking. Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance and other controls. Material Storage Inspections Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and/or impounded so that pollutants cannot discharge from storage areas. Off-site material storage areas used solely by the subject project are considered to be part of the project and must be included in the erosion control plans and the site inspection reports. Soil Stabilization Inspections Erosion and Sediment Control Inspections All controls should be inspected at least once every seven (7) calendar days and following any storm event of 0.5 inch or greater. The following is a list of inspection/maintenance practices that will be used for specific controls: 1. Geotextiles/Erosion Control Mats: Missing or loose matting must be replaced or re-anchored. 2. Curb Inlet Protection shall be cleaned at least once per week and after every 0.5 inch rainfall event. 3. Mulching: Inspected for thin or bare spots caused by natural decomposition or weather-related events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform protection. 4. Silt Fence: Removal of built-up sediment will occur when the sediment reaches one-third the height of the fence. 5. Stabilized Construction Entrance: Periodic regrading and top dressing with additional stones. 6. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing schedule. 7. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter. In the event that sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment has washed into the street and could be carried into the storm sewers by the next rainfall and/or pose a safety hazard to users of public streets. Material Handling and Spill Prevention Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall submit a written description of the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future spills) to the local MS-4. Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an NOI until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met: 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator/permittee has assumed control over all areas of the site that have not been finally stabilized. 3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. The proposed land use will consist of single family residential houses. The pollutants and sources of each pollutant normally expected from these types of land uses are listed below: Pollutant Source: Passenger vehicles, delivery vehicles, and trucks Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de-icing materials Pollutant Source: Residence Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system Pollutant Source: Trash dumpster Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distributions operations), uneaten food products, bacteria Pollutant Source: Roadway Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de-icing materials, paint fragments from parking stall stripes, concrete fragments, wind-blown litter from off-site sources, and elevated water temperatures from contact with impervious surfaces Pollutant Source: Lawn and landscape areas Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) and pesticides The anticipated pollution sources are the vehicles that will use these future facilities, including both truck and passenger vehicle traffic. Possible pollutants include oil, gasoline, antifreeze and other pollutants associated with vehicular traffic. Department One, Civic Square, attention Storm Water Administrator. Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization once all proposed roads are covered with pavement. And the remainder of the site has a stand of vegetation with at least 70% of the background vegetation density. The density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to achieve this goal. 10. Concrete wash-out 11. Groundwater Chemical oxygen demand and Iron. Spill Response Directions Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall submit a written description of the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future spills) to the local MS-4. In the event of small spills, please contact the construction supervisor. In the event of spills that require removal of soils or other materials, please contact the construction supervisor, developer, County Surveyor's Office and the Local Fire Department. In the event of spills that have potential groundwater or surface water contamination, please contact the construction supervisor, developer, County Surveyor's Office, Local Emergency Response, IDEM, and the City of Carmel Utility Department. Hamilton County Surveyor: 317-776-8495 Carmel Fire Department: 317-571-2600 IDEM: 317-356-2411 Carmel Utilities: 317-571-2645 Cool Creek. Local Emergency Response: 911 Refer to individual building lot detail on sheet C307. Mohawk WB, LLC c/o Platinum Properties Management Co, LLC 9757 Westpoint Drive, Suite 600 Indianapolis, Indiana 46256 Contact: Edward E. Fleming Phone: (317) 564-7301 a.Inlets/Sump Catch Basins with Snouts - The proposed inlets will prevent large debris such as paper, trash and construction material from entering the storm sewer. The sump catch basins (Str. #488 & #522) are storm structures constructed with a sump and snout which serves as a sediment storage basin that can be accessed and cleaned out when necessary. The inlet castings are also stamped with an environmental protection stamp informing the public not to pollute the environment. Inlets and inlet castings specifications can be found on Sheet C801. b.BMP - One Structural BMP will be a component of the water quality for this project. The BMP is located northwest of Storm Structure #485A. The BMP Structure #485B will be a CDS3535-7-C (see Sheet C201 for location). Please see details on Sheet C805 and the O & M Manual for further information on all structures. Gramercy West, Section 2, 3, & 4 The area scheduled for construction is known as "Gramercy West, Section 2, 3, & 4 (hereinafter referred to as the "Project"). Mohawk WB, LLC c/o Platinum Properties Management Co, LLC 9757 Westpoint Drive, Suite 600 Indianapolis, Indiana 46256 Contact: Tim Berry Phone: (317) 564-7301 This site will discharge to proposed Lake #1 and ultimately outlets to Cool Creek. 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C300 Erosion Control Plan.dwg - C306Modified / By:September 29, 2020 8:57:03 AM / dmetzPlotted / By:October 6, 2020 8:59:52 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20Please see construction sequence. Also the stormwater quality will be handled with wet ponds with perimeter vegetation, wetland plugs on outlet pipes, along with Proposed Sump Catch Basins for this Section and such measures will be in conjunction with the projects Water Quality and O&M manuals. Please see construction sequence. Also the stormwater quality will be handled with wet ponds with perimeter vegetation, wetland plugs on outlet pipes, along with Proposed Sump Catch Basins for this Section and such measures will be in conjunction with the projects Water Quality and O&M manuals. 9.) GENERAL CONSTRUCTION SEQUENCE 1.The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing on the site being started. The contractor and/or developer shall notify IDEM and the City of Carmel 48 hours prior to start of construction. 2.Following the required pre-construction meeting the contractor shall construct the “posting information center” on the Northeast side of the proposed construction entrance. The location of the posting information center is shown on Sheet C300 & C302. The posting information center is the location where a copy of the approved IDEM Rule 5 Permit, Approved SWPP Plan, signed O&M Manual and Maintenance Logs are to be located. The contractor shall proceed to construct the construction entrance after all posting requirements have been met. 3.Immediately following the installation of the construction entrance, the contractor shall construct the maintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C307. 4.After the maintenance and refueling area is constructed, the contractor shall construct the concrete washout area per the specifications on Sheet C307. Concrete washout shall not be required if concrete truck is equipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal. 5.Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C300 - C305. The details and specifications for silt fence installation are located on Sheet C307. 6.The contractor shall protect all existing inlets with drop inlet protection baskets and fiber mats as shown on Sheet C300 - C303. The details and specifications for the drop inlet baskets and fiber mats on Sheet C307. 7.When the “existing” site/construction limits are completely stabilized, the contractor shall start stripping the existing top soil within the construction limits. 9.The contractor shall proceed to grade the site. The material to grade the site shall be excavated per the proposed cut & fills as shown on Sheet C200 - C202, & C204. 10.The Contractor shall install the proposed erosion control blanket in all swales as shown on Sheet C304 & C305. The details and specifications for the erosion control blanket can be found on Sheet C308. 11.Contractor shall excavate around the existing sanitary manholes #805 & #807 and expose the proposed connection point for the gravity sanitary sewer for this project. 12.The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossings are encountered. 13.Contractor shall install water main. The trench area shall be seeded and mulched immediately following the installation of the water main. 14.The contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the method chosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior to leaving the site. 15.Contractor shall install all concrete roll curb. 16.Contractor shall install all asphalt pavement. 17.Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of the contractor to ensure that the trench area is seeded and mulched immediately following the installation of each utility. 18.The contractor shall permanent seed all areas between the back of curb and the constructed pads and all other areas that are illustrated on Sheets C304 & C305. The seed mixture and rate can be found on Sheet C304 & C305. 19.The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized. After the inspector approves the site conditions the contractor shall remove all temporary erosion control practices. 20.The post-construction erosion control practices then become the responsibility of the developer of this project. 21.The developer of this project shall continue to monitor this site for good house keeping on the post-construction BMP's until a NOT is filed with IDEM. FFE 844.0 C.O. 8380+000+22 Pool Drain SCALE: 1"=20' HOR. 1"=2' VERT. 834 840 834 840 12'' HDPE W INV.=840.08 12'' RCP S INV.=835.50EX. CURB INLET #EX. 438STA. 0+00TC=843.48438A Pool Inlet #438ASTA. 0+22TC=843.7022 L.F. 1.00% 12" HDPE UP INV.=840.30 DOWN INV.=840.08 22 L.F. 12" HDPE @ 1 . 0 0 %DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STORM WATER POLL. & PREV. PLAN SPECSC307 FOR EROSION CONTROL ONLY. THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: TIM BERRY PHONE: (317) 564-7301 STABILIZATION PRACTICE PERMANENT SEEDING DORMANT SEEDING SEEDING SODDING MULCHING JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC. A *///////////* *///> B > B > E *////////* > F** *//////////////* > G > SEASONAL SOIL PROTECTION CHART MAINTENANCE 1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED REPAIRS IMMEDIATELY. 2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BARRELS, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE. #4 GAGE WIRE FILTER FABRIC YARD GRASS SILT PROTECTION FOR DITCH GRATE (NEENAH R-4342) CASTINGS. CASTING DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED. AFTER ALL AREAS DRAINING TO THESE AREAS AFTER ALL AREAS DRAINING TO THESE AREAS REMOVAL OF SILT FENCE REMOVAL OF INLET PROTECTION ARE STABILIZED ARE STABILIZED INLET PROTECTION AFTER EACH INLET IS PLACED N/A N/A INSPECT AFTER EACH STORM EVENT. THE AREA, AND RE-LAY AND STAPLE THE BLANKET. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEED AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE-FERTILIZING, OVER - OR RE- SEEDING AND MULCHING AFTER RE-PREPARING THE SEEDBED. INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH-GREEN SEEDLINGS; UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.) PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11-B SHOWS ONLY WHEAT/RYE FALL SEEDED.) INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS./ACRE OF NITROGEN IN FEBRUARY OR MARCH AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. EROSION CONTROL MATTING AFTER FINISH GRADING PERMANENT SEEDING TEMPORARY SEEDING AFTER FINISH GRADING AFTER ROUGH GRADING RECOMMENDATIONS. SEED IF NECESSARY. SILT FENCE PRIOR TO CLEANING AND GRADING IS CAUSING THE FABRIC TO BULGE. AFFECTED PORTION IMMEDIATELY. INSTALLATION SEQUENCE STONE ENTRANCE EROSION CONTROL MEASURE PRIOR TO CLEANING AND GRADING EROSION CONTROL NOTES TOPDRESS WITH CLEAN STONE AS NEEDED. MAINTENANCE Rule 5 requires all disturbed areas likely to be idle for 15 day shall have surface stabilization applied. When weather conditions prevent rapid germination of grass, then 2t/ac mulch will be used to ensure ground stabilization requirements are met. A = KENTUCKY BLUE GRASS 40 lbs./AC.: CREEPING RED FESCUE 40 lbs./AC.: PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 20lbs>/AC. PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 30lbs>/AC. B = KENTUCKY BLUE GRASS 60 lbs./AC.: CREEPING RED FESCUE 60 lbs./AC.: C = SPRING OATS 3 BUSHEL/ACRE D = WHEAT OR RYE 2 BUSHEL/ACRE E = ANNUAL RYEGRASS 40 lbs./AC. (1 lb./1000 sq. ft.) F = SOD G = STRAW MULCH 2 TONS/ACRE-ANCHOR ALL MULCH BY CRIMPING OR *///* = IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPT. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD TACKIFYING Curb inlet protection mat Plastic washers on ties CURB INLET PROTECTION DETAIL NOT-TO-SCALE Plastic washers on ties Runoff accumulated sediments after every storm. Inspect and repair as needed, and remove any1. Seedbed Preparation for Permanent Seeding 1. Test soil to determine pH and nutrient levels. (Contact you county SWCD or Cooperative Extension office for assistance and soils information, including available testing services.) 2. If soil pH is unsuitable for the species to be seeded, apply lime according to test recommendations. 3. Fertilize as recommended by the soil test. If testing was not done, consider applying 400-600 lbs./acre of 12-0-12 analysis, or equivalent, fertilizer. Do not use phosphorous containing fertilizer (12-12-12) unless soil tests show a phosphorous deficency. 4. Till the soil to obtain a uniform seedbed, working the fertilizer and lime into the soil 2-4 in. deep with a disk or rake operated across the slope. SILT FENCE INSTALLATION & SPECIFICATIONS STORM WATER POLLUTION & PREVENTION NOTES: (A) All storm water quality measures, including erosion and sediment control, necessary to comply with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b). (B) Provisions for erosion and sediment control on individual building lots regulated under the original permit of a project site owner must include the following requirements: (1) The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. (2) Installation and maintenance of a stable construction site access. (3) Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. (4) Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. (5) Clean-up of sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. (6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. (7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or this rule will be achieved when the individual lot operator: (A) completes final stabilization; or (B) has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. 7(b)(20) Final stabilization of a project site is achieved when: (A) all land disturbing activities have been completed and a uniform (for example, evenly distributed, without large bare areas) perennial vegetative cover with a density of seventy percent (70%) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed; and (B) construction projects on land used for agricultural purposes are returned to its preconstruction agricultural use or disturbed areas, not previously used for agricultural production, such as filter strips and areas that are not being returned to their preconstruction agricultural use, meet the final stabilization requirements in clause (A).> o o o> o o oCURB INLET PROTECTION> o o oSIDE- WALK CONSTRUCTION. DRAINAGE SWALE SIDE YARD AREA TO BE TOP- SOILED, SEEDED, AND MULCHED BY OWNER AT COMPLETION OF UTILIZATION PERMANENT SEEDING SOIL SALVAGE AND PROTECTION TOPSOIL STOCKPILE ENTRANCE/ EXIT CONSTRUCTION EXISTING CURB AND GUTTER STREET GARAGE HOUSE DROP INLET PROTECTION GRAVEL ENTRANCE/ EXIT PAD CURB INLET SILT FENCING TREE CONSERVATION DROP INLET PROTECTION CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICES STOCKPILE SUBSOIL REAR YARD > o o o> o o oDRAINAGE SWALE PLAN LEGEND FINISHED DRAINAGE EXISTING DRAINAGE PROPERTY LINE/ DRAINAGE SWALE EROSION CONTROL STORM WATER POLLUTION & PREVENTION DETAIL NOT-TO-SCALE GROWTH IS NOT PALIMAR IS TO BE USED IF GRASS POSSIBLE. BASKET INDIVIDUAL LOT NOTES: 1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCTION. 2. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE. 3. CONTRACTOR TO CLEAN STREETS WHEN DIRT AND CONSTRUCTION DEBRIS IS EVIDENT. 4. PERIMETER PROTECTION SHOULD BE INSTALLED BEFORE EXCAVATION OF BASEMENT/FOUNDATION HAS BEGUN. PERIMETER PROTECTION ON LOTS SHALL REMAIN IN PLACE UNTIL THE LOT IS STABILIZED WITH AT LEAST 70% COVER. ALL TRASH AND CONSTRUCTION DEBRIS SHALL BE DISPOSED PROPERLY INTO AN ENCLOSED WASTE RECEPTACLE. OF EVERY WORK DAY TO BE CLEANED AT END CONCRETE WASHOUT SHALL NOT BE REQUIRED IF CONCRETE TRUCK IS EQUIPPED WITH A SELF-CONTAINED CHUTE WASH SYSTEM, SIMILAR TO SYSTEM PROVIDED BY ENVIROGUARD, OR APPROVED EQUAL. Curb Inlet Protection Mats The Mat is designed to be attached over the top of the curb inlet grate with plastic cable ties (75# strength Min.). The overall dimension of the mat shall allow for 2" beyond the water inlet perforations in the casting. The exception to this would be along the top where the grate shall be exposed to allow overflow during heavy storm events. The composite curb inlet protection mat shall be a machine-produced mat of 100% coconut fiber matrix incorporated into a permanent three-dimensional matting. There shall be 2 layers of matrix evenly distributed across the entire width of the matting. There shall be 4 layers of super heavy duty UV stabilized polypropylene net with 0.5"x0.5" openings and 2 layers ultra heavy duty UV stabilized dramatically corrugated(crimped) intermediate polypropylene netting with 0.5"x0.5" openings. The mat shall be stitched with UV stabilized polypropylene at 1.50" spacing. This device should be used in conjunction with other BMP's to maximize the efficiency of the erosion control plan. The mats are to be checked every two weeks and after every storm event for maintenance and/or repair and replacement. NOT-TO-SCALE CONSTRUCTION ENTRANCE DETAIL 20 150 8 TYPICAL FLAT/RECTANGULAR/ROLLED CURB INLET FILTER TYPICAL CURB BOX INLET FILTER TYPICAL ROUND INLET FILTER 2-PLY REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC LIFT HANDLES STAINLESSSTEEL CLAMPINGBAND REAR CURB GUARD FLAP WITH MAGNETIC TIE-DOWNS INSTALLATION: 1. 2. REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE 3.REPLACE GRATE STANDARD 2" OVERFLOW AREA 11 GAUGE STEEL SUSPENSION SYSTEM CURB INLET SEDIMENT CONTROL DEVICE OR ACCEPTABLE DEVICE BY CITY OF CARMEL WITH IN PUBLIC RIGHT OF WAY NTS CONCRETE WASHOUT DETAIL NOT-TO-SCALE AROUND ENTIRE PERIMETER HAY BALES STACKED LINE ENTIRE WASHOUT WITH IMPERMEABLE POLY-LINER. HAY BALESSTACKED 2 HIGHEXCAVATE 1.0' INTO GROUND ANCHOR PLASTIC LINING OVER TOP OF BALES WITH STAKES SIGN TO DESIGNATE AREA AS A WASHOUT FACILITY NOTE: FACILITY TO BE LOCATED AWAY FROM STREAMS, PONDS, OR OTHER DRAINAGE WAYS. 15.0'12.0'LINE ENTIRE WASHOUT WITH IMPERMEABLE POLY-LINER. NOTE: CONCRETE WASHOUT SHALL NOT BE REQUIRED IF CONCRETE TRUCK IS EQUIPPED WITH SELF-CONTAINED CHUTE SYSTEM, SIMILAR TO SYSTEM PROVIDED BY ENVIROGUARD, OR APPROVED EQUAL. 126TH STREET KEYSTONE PARKWAYSOILS MAP SCALE: 1"=500' SECTION "Z"-"Z" #53 STONE 6" MIN. 3:1 LINE WITH GEOTEXTILE WOVEN FABRIC FUELING & VEHICLE MAINTENANCE AREA NOT-TO-SCALE PORT-O-LET Z CONCRETE WASH OUT AREA CONSTRUCTION DUMPSTER FUEL OIL TANK (DOUBLE WALL) POSTING SIGN LOCATION Z PORT-O-LET Z CONCRETE WASH OUT AREA CONSTRUCTION DUMPSTER FUEL OIL TANK (DOUBLE WALL) POSTING SIGN LOCATION Z PORT-O-LET Z CONCRETE WASH OUT AREA CONSTRUCTION DUMPSTER FUEL OIL TANK (DOUBLE WALL) POSTING SIGN LOCATION Z PORT-O-LET Z CONCRETE WASH OUT AREA CONSTRUCTION DUMPSTER FUEL OIL TANK (DOUBLE WALL) POSTING SIGN LOCATION Z SECTION "Z"-"Z" #53 STONE 6" MIN. 3:1 LINE WITH GEOTEXTILE WOVEN FABRIC FUELING & VEHICLE MAINTENANCE AREA NOT-TO-SCALE 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C300 Erosion Control Plan.dwg - C307Modified / By:September 29, 2020 8:57:03 AM / dmetzPlotted / By:October 6, 2020 9:00:07 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20SOILS LEGEND Map Unit: Br- Brookston silty clay loam This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in depressions. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (1 0.0 inches in the upper 60 inches). The pH of the surface layer in nonlimed areas is 6.1 to 7.3. This soil is hydric. Wetness is a management concern for crop production. This soil responds well to tile drainage. Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and is on rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderate organic matter content (1.0 to 3.0 percent). Permeability is very slow ( < 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and wetness are management concerns for crop production. This soil responds well to tile drainage. Map Unit: MmB2- Miami silt loam, 2 to 6 percent slopes, eroded This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on sideslopes and rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow(< 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is low (5.9 inches in the upper 60 inches). The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and water erosion are management concerns for crop production. Map Unit: MoC3- Miami clay loam, 6 to 12 percent slopes, eroded This moderately sloping, deep, well drained soil is on knobs and breaks along streams and drianageways on uplands. The mapped areas are irregular in shape and range from 3 to 35 acres in size. DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STORM WATER POLL. & PREV. PLAN SPECSC308 FOR EROSION CONTROL ONLY. THIS SHEET TO BE USED PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: TIM BERRY PHONE: (317) 564-7301 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C300 Erosion Control Plan.dwg - C308Modified / By:September 29, 2020 8:57:03 AM / dmetzPlotted / By:October 6, 2020 9:00:28 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/201-1/2'1-1/2' 1 STAPLE PER SQ. YD.PER SQ. YD. 1-1/2 STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. 3.5 STAPLES FT. 150 200 250 100 50 25 75 225 275 A B C D A A B B 175 125 C C C C B B D 4:1 3:1 2:1 1:1 LOW MED/HIGH FLOW CHANNEL CHANNEL FLOW AND SHORELINESLOPE GRADIENTSLOPE LENGTHSTAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS WILL VARY DEPENDING UPON SLOPE LENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGE ANNUAL RAINFALL. 20" 2'4'4' 3' 2' 4' 3' 3' 6'6' 3'3' STAPLE PATTERN GUIDE EROSION CONTROL BLANKET (TO BE USED WHEN PUMPING DIRTY WATER) DEWATERING FILTER BAG DETAIL ANY DISCHARGE OF CONTAMINATED WATER DUE TO DEWATERING SHALL OUTLET THROUGH EXISTING VEGETATION OR FILTER BAGS THAT WILL NOT ADVERSELY IMPACT STORM WATER QUALITY. 1280836.17STI 12"RCP_ESA3 N RIM841.6284 1 . 2 0 83 3 . 6 5 8 3 3 . 8 44911830.68STI_8PVC83 3 . 0 2 8 3 3 . 2 2 S A 3 N R IM 4927829.72STI_8PVC832.388 3 2 . 5 6 SA3 N RIMC.O.S A 4 C.O.TV.P.C.O.SA4C.O.SA 4 C.O.SA4EX. SANITARYMANHOLETC=834.32'8" CLAYINV.=829.72' N6" CLAYINV.=829.72' EEX. SANITARYMANHOLETC=833.15'8" CLAYINV.=828.66' NINV.=828.66' SEX. SANITARYMANHOLETC=831.85'10" CLAYINV.=827.71' N8" CLAYINV.=827.71' SEX. SANITARYMANHOLETC=839.22'10" CLAYINV.=833.32' SWINV.=833.32' N6" CLAYINV.=834.52' S20'GOLFVIEW DRIVEGolfview DriveKinzer Avenue EX. SANITARYMANHOLETC=833.41'8" CLAYINV.=826.41' S10" CLAYINV.=826.29' WINV.=825.96' NINV.= 824.24' ESA3 N RIM80' R/W80' R/WWWW815Buckingham Fountains, LLCInst. No. 2010-003590HN H R e a l t y , L L C Ins t . N o . 2 0 1 0 - 0 0 3 5 9 0 86 87 88 83 84 85 KINZ E R A V E N U E (Publi c ) KINZER AVENUE (Public) V A L E N T IN E D R IV E (Private)WWWWWWW W W20' (TYP . )9'(TYP.)488 488A 489 488B 523 522 521 520 462 526 525 524 END CONSTRUCTION STA. 6+32.43 BEGIN CONSTRUCTION STA. 0+00.00 POINT OF TANGENCY STA. 0+72.34 POINT OF TANGENCY STA. 4+90.52 POINT OF CURVATURE STA. 2+23.12 CURVE DATA D=5°31'35" R=750.00 L=72.34 T=36.20 CURVE DATA D=20°25'42" R=750.00 L=267.40 T=135.14 NOTE: EXISTING PAVEMENT AND CURBING TO BE SAW CUT AND REMOVED. CURBS TO BE REMOVED TO NEAREST JOINT. NOTE: EXISTING PAVEMENT AND CURBING TO BE SAW CUT AND REMOVED. CURBS TO BE REMOVED TO NEAREST JOINT. KINZER AVENUE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 0+00838.6838.58838.7838.79839.3839.01839.1839.221+00839.1839.43839.1839.64839.1839.73839.0839.592+00838.8839.42838.5839.24838.2839.12838.2839.203+00838.3839.37838.6839.55838.9839.66839.2839.554+00839.3839.33839.3839.10839.4838.88839.9838.655+00840.0838.43839.6838.20839.6837.98840.1837.756+00840.4837.53837.8837.080+250+500+751+251+501+752+252+502+753+253+503+754+254+504+755+255+505+756+25 838.58BEGIN CONSTRUCTION STA. 0+00.00839.19POINT OF TANGENCY STA. 0+72.34839.26POINT OF CURVATURE STA. 2+23.12838.51POINT OF TANGENCY STA. 4+90.52836.94END CONSTRUCTION STA. 6+32.43(Public) 0.85%-0.70%0.70% -0.90% -1.81%GRD. CHG. STA = 6+00.50837.52PVI STA: 2+53.32 PVI ELEV: 839.05 A.D. = 1.40% K = 28.57 40.00' VC BVCS: 2+33.32BVCE: 839.19EVCS: 2+73.32EVCE: 839.19LOW PT. STA: 2+53.32 LOW PT ELEV: 839.12 PVI STA: 1+44.43 PVI ELEV: 839.81 A.D. = -1.55% K = 25.81 40.00' VC BVCS: 1+24.43BVCE: 839.64EVCS: 1+64.43EVCE: 839.67HIGH PT. STA: 1+46.37 HIGH PT ELEV: 839.73 PVI STA: 3+53.36 PVI ELEV: 839.75 A.D. = -1.60% K = 28.12 45.00' VC BVCS: 3+30.86BVCE: 839.59EVCS: 3+75.86EVCE: 839.54HIGH PT. STA: 3+50.55 HIGH PT ELEV: 839.66 SECTION 2 PROPOSED GRADE EXISTING GRADE 12" R.C.P. INV.= 833.25 12" R.C.P. INV.= 835.01 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET PLAN & PROFILEC400 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C400 Street Plan and Profile.dwg - C400Modified / By:January 10, 2020 9:44:06 AM / dmetzPlotted / By:October 6, 2020 9:01:29 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 1" = 50 FT NOTES: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. 1280836.17STI 12"RCP_E1318835.59STI 12" PVC1866 834.50 STI 18"? RCP DEBRIS/ICESA3 N RIMSA3 N RIM*****PVMTGolfview DriveN.P.=10 YEAR ELEV.=2 YEAR ELEV.=100 YEAR ELEV.=BOTTOM ELEV.=EX. WET POND WITH NATIVE BANKS833.00835.63837.14839.57817.00WWWWWWWWWWWWWWWWW804A 813 814 815 80 81 82 86 87 88 83 84 78 89 90 91 79 85 103 102 101 70 138 139 140 141 77 76 75 74 73 72 71 92 93 94 95 96 97 98 99 100 C.A.#11 STEINBECK PLACE(Private)VALENTINE DRIVE (Private) V A L E N T IN E D R IV E(Private)31' D.U.&S.S.E.21' I.E.E. B-B 21' I.E.E.B-B21' I .E .E .B-B 21 ' I . E . E . B- B WWWW20'(TYP.)9' (TYP.) 20'(TY P . )9'(TYP.)20' (TYP . )9'(TYP.)481 487A 482 483485 486 487 488 486A 489 484 485A 485B 19 BEGIN CONSTRUCTION STA. 0+00.00 POINT OF TANGENCY STA. 0+23.86 POINT OF TANGENCY STA. 6+51.29 POINT OF CURVATURE STA. 2+87.10 POINT OF REVERSE CURVATURE STA. 3+46.84 END CONSTRUCTION STA. 6+61.13 CURVE DATA D=6°50'12" R=200.00 L=23.86 T=11.95 CURVE DATA D=68°27'34" R=50.00 L=59.74 T=34.02 CURVE DATA D=58°08'41" R=300.00 L=304.44 T=166.79 NOTE: EXISTING PAVEMENT AND CURBING TO BE SAW CUT AND REMOVED. CURBS TO BE REMOVED TO NEAREST JOINT. NOTE: EXISTING PAVEMENT AND CURBING TO BE SAW CUT AND REMOVED. CURBS TO BE REMOVED TO NEAREST JOINT. (Private) VALENTINE DRIVE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 860 830 840 850 860 0.70%-0.70% 1.40%-0.80% -0.77% -3.41%GRD. CHG. STA = 3+26.55844.44GRD. CHG. STA = 6+61.13840.89PVI STA: 0+65.37 PVI ELEV: 843.81 A.D. = 2.10% K = 19.06 40.00' VC BVCS: 0+45.37BVCE: 843.95EVCS: 0+85.37EVCE: 844.09LOW PT. STA: 0+58.71 LOW PT ELEV: 843.90 PVI STA: 0+21.00 PVI ELEV: 844.12 A.D. = -1.40% K = 21.43 30.00' VC BVCS: 0+06.00BVCE: 844.01EVCS: 0+36.00EVCE: 844.01HIGH PT. STA: 0+21.00 HIGH PT ELEV: 844.06PVI STA: 1+89.04 PVI ELEV: 845.54 A.D. = -2.20% K = 27.28 60.00' VC BVCS: 1+59.04BVCE: 845.12EVCS: 2+19.04EVCE: 845.30HIGH PT. STA: 1+97.22 HIGH PT ELEV: 845.38 PVI STA: 6+25.00 PVI ELEV: 842.13 A.D. = -2.64% K = 20.86 55.00' VC BVCS: 5+97.50BVCE: 842.34EVCS: 6+52.50EVCE: 841.19SECTION 2 PROPOSED GRADE EXISTING GRADE 0+00844.0843.97844.7844.06844.2843.92843.6843.971+00843.0844.29843.2844.64843.3844.99843.5845.292+00843.2845.38843.0845.25842.8845.05842.7844.853+00842.3844.65841.9844.45841.7844.26841.0844.064+00840.6843.87840.3843.67842.7843.48842.4843.295+00841.6843.09840.3842.90839.9842.71840.0842.516+00840.1842.32840.2841.94840.7841.27840.90+250+500+751+251+501+752+252+502+753+253+503+754+254+504+755+255+505+756+256+506+75 843.97BEGIN CONSTRUCTION STA. 0+00.00844.75POINT OF CURVATURE STA. 2+87.10844.06POINT OF TANGENCY STA. 0+23.86841.23POINT OF TANGENCY STA. 6+51.29844.28POINT OF REVERSE CURVATURE STA. 3+46.848" WATEREX.MANHOLE #804ATC=844.0512" R.C.P. INV.= 839.16 27" R.C.P. INV.= 836.74 12" R.C.P. INV.= 837.51 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET PLAN & PROFILEC401 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C400 Street Plan and Profile.dwg - C401Modified / By:January 10, 2020 9:44:06 AM / dmetzPlotted / By:October 6, 2020 9:01:47 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 1" = 50 FT NOTES: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. 958 840.22 STI 10"CMP 1318 835.59 STI 12" PVC 1866 834.50 STI 18"? RCP DEBRIS/ICE TV.P. MOHAWK WB LLC * * * * ** ** * * *East Auman Drive75 76 77 78 79 75 76 77 78 79 75 76 77 78 79 50' R/W75 76 77 78 79 CROSSWALK CROSSWALK WWWWWWW W W W W W W W W W W W W W WWWWS D 811A 811 805 804A5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.119 118 117 116 115 114 113 112 111 110 109 108 107 106 105 104 103 102 101 70 135 134 132 131 127 124 123 122 121 120 136 137 138 139 140 141 133 130129128 72 71 142 167 166 C.A.#14 C.A.#15 MADELYN DRIVE(Private)STEINBECK PLACE (Private) STEINBECK PLACE (Private)ASTOR LANE(Private)LAGERFIELD DRIVE (Public)TEMPLETON DRIVE(Public) D.U.&S.S.E. 21' I.E.E. B-B 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E. B-B 21' I.E.E.B-B21' I.E.E.B-B126 125 W W 21' I.E.E. B-B 20' B-B 20' (TYP.)9'(TYP.)30'B-B8'(TYP.)8'(TYP.)20'(TYP.)9' (TYP.) SECTION 3 SECTION 2 SECTION 3 SECTION 2 469A 474 476 475 481 477 478 479 482 483 472B 472A 435A 436A 469 478ACROSSWALK BEGIN CONSTRUCTION STA. 0+00.00 CL INTERSECTION STA. 2+57.53 STA. 0+00.00 POINT OF CURVATURE STA. 4+65.16 POINT OF TANGENCY STA. 5+36.50 CL INTERSECTION STA. 6+80.39 STA. 1+26.50 END CONSTRUCTION STA. 7+10.39 END CONSTRUCTION STA. 0+79.76 END CONSTRUCTION STA. 2+37.93 BEGIN CONSTRUCTION STA. 0+00.00 CURVE DATA D=89°49'46" R=45.50 L=71.34 T=45.36 NOTE: EXISTING PAVEMENT AND CURBING TO BE SAW CUT AND REMOVED. CURBS TO BE REMOVED TO NEAREST JOINT. NOTE: EXISTING PAVEMENT AND CURBING TO BE SAW CUT AND REMOVED. CURBS TO BE REMOVED TO NEAREST JOINT. NOTE: EXISTING PAVEMENT AND CURBING TO BE SAW CUT AND REMOVED. CURBS TO BE REMOVED TO NEAREST JOINT. (Private) STEINBECK PLACE SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 840 850 860 0+00843.6843.60844.5843.89843.9844.18844.1844.481+00844.7844.77844.8845.06845.1845.35845.9845.642+00846.5845.93847.5846.23847.8846.45847.8846.393+00847.8846.19848.2845.98848.8845.88848.2846.004+00847.0846.19846.1846.32845.2846.21845.0845.985+00844.6845.83844.4845.67844.0845.51843.8845.356+00843.6845.20843.5845.04843.5844.88843.5844.857+00843.6844.70844.720+250+500+751+251+501+752+252+502+753+253+503+754+254+504+755+255+505+756+256+506+757+25 843.60BEGIN CONSTRUCTION STA. 0+00.00844.68END CONSTRUCTION STA. 7+10.39846.47CL INTERSECTION STA. 2+57.53844.96CL INTERSECTION STA. 6+80.39846.07POINT OF CURVATURE STA. 4+65.16845.60POINT OF TANGENCY STA. 5+36.50-0.63% 2.08%-2.08% -0.70%0.70% 0.76%-0.89% 1.17% -0.82%GRD. CHG. STA = 6+70.39844.75GRD. CHG. STA = 4+75.00845.98PVI STA: 7+10.39 PVI ELEV: 844.61 A.D. = 1.40% K = 28.57 40.00' VC BVCS: 6+90.39BVCE: 844.75EVCS: 7+30.39EVCE: 844.75LOW PT. STA: 7+10.39 LOW PT ELEV: 844.68 PVI STA: 3+48.19 PVI ELEV: 845.79 A.D. = 1.58% K = 28.50 45.00' VC BVCS: 3+25.69BVCE: 845.98EVCS: 3+70.69EVCE: 845.96LOW PT. STA: 3+49.06 LOW PT ELEV: 845.88 PVI STA: 2+54.05 PVI ELEV: 846.57 A.D. = -1.99% K = 20.13 40.00' VC BVCS: 2+34.05BVCE: 846.33EVCS: 2+74.05EVCE: 846.40HIGH PT. STA: 2+57.54 HIGH PT ELEV: 846.47 PVI STA: 4+28.13 PVI ELEV: 846.40 A.D. = -1.65% K = 24.31 40.00' VC BVCS: 4+08.13BVCE: 846.25EVCS: 4+48.13EVCE: 846.22HIGH PT. STA: 4+26.57 HIGH PT ELEV: 846.32 SECTION 2 PROPOSED GRADE EXISTING GRADE CURB INLET (DC) #469ATC=845.828" WATER 8" WATER STR. SHOWN FORLOW POINTREFERNCE ONLYEX. MANHOLE #805TC=846.47MANHOLE #811ATC=845.65MANHOLE #811TC=846.02MADELYN DRIVE / STEINBECK PLACE (Private) ASTOR LANE SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 860 830 840 850 860 0+00847.9846.46847.5845.81846.6845.08844.6844.340+25 0+50 0+75846.46CL INTERSECTION STA. 0+00.00844.20END CONSTRUCTION STA. 0+79.76-2.08% -2.94 %GRD. CHG. STA = 0+10.00846.25SECTION 2 PROPOSED GRADE EXISTING GRADE EX. MANHOLE #805TC=846.47(Public) LAGERFIELD DRIVE SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 840 850 860 0+00844.0843.99843.6843.84843.0843.69843.3843.831+00843.4844.73843.5844.95843.8845.17844.1845.382+00844.5845.60844.9845.820+250+500+751+251+501+752+25 843.99BEGIN CONSTRUCTION STA. 0+00.00843.83CL INTERSECTION STA. 0+26.25844.96CL INTERSECTION STA. 1+26.50845.93END CONSTRUCTION STA. 2+37.93-0.60% 4.52% 0.87%GRD. CHG. STA = 1+00.00844.73PVI STA: 0+73.79 PVI ELEV: 843.54 A.D. = 5.13% K = 7.80 40.00' VC BVCS: 0+53.79BVCE: 843.67EVCS: 0+93.79EVCE: 844.45LOW PT. STA: 0+58.50 LOW PT ELEV: 843.65 SECTION 2 PROPOSED GRADE EXISTING GRADE 8" WATER 15" R.C.P. INV.= 839.32 15" R.C.P. INV.= 839.19 12" R.C.P. INV.= 838.98 8" S.D.R. 35 P.V.C INV.= 836.22 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET PLAN & PROFILEC402 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C400 Street Plan and Profile.dwg - C402Modified / By:January 10, 2020 9:44:06 AM / dmetzPlotted / By:October 6, 2020 9:02:22 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 1" = 50 FT Know what's below. before you dig.Call R NOTES: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. TV.P.SA 3 N R IM MOHAWK WB LLCMOHAWK WB LLCEast Auman Drive50' R/WCROSSWALKCROSSWALKCROSSWALKCROSSWALKCROSSWALKWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW822 820 819 816 812 10' PATH5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.40' SETBACKCROSSWALKVAR. D.U.S.&L.M.A.E.VAR. D.U.S.&L.M.A.E.VAR. D.U.S.&L.M.A.E.&P.A.E.5' D.&U.E.GILDER DRIVE(Private)142 167 212 213 214 215 217 230 219 220 221 229 222223224225226228 216 150 149 148 146 145 144 143 155154153152151 158 159 160 162 163 164 165 166156157 147 208 209 210 231 232 161 C.A.#16 C.A.#20 C.A.#19 C.A.#17 C.A.#18 MADELYN DRIVE (Private)BARRYMORE DRIVE(Public)MADELYN DRIVE (Private) TEMPLETON DRIVE (Public) MADELYN DRIVE (Private)POWELL WAY(Private)MADELYN DRIVE (Private)LAGERFIELD DRIVE(Public)TEMPLETON DRIVE (Public) TEMPLETON DRIVE (Public) MADELYN DRIVE (Private)31' D.U.&S.S.E.50' R/W45.75' R/W31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.36' D.U.&S.S.E.21' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-B126 125 211 218 227 WW21' I.E.E.B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B30'B-B(TYP.)20'(TYP.)9'(TYP.)20'(TYP.)9'(TYP.)8'(TYP.)8'(TYP.)8'(TYP.)30'B-B8'(TYP.)8'(TYP.)20'(TYP.)9'(TYP.)5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.510 509 507 504 506 503 513 508 497 511 517 518 512 501 493 492 491 474 476 475 494 478 479 472B 472A 478A CROSSWALKEND CONSTRUCTION STA. 0+00.00END CONSTRUCTION STA. 5+88.75 BEGIN CONSTRUCTION STA. 0+00.00END CONSTRUCTION STA. 4+22.21 CL INTERSECTION STA. 1+95.50 STA. 0+79.85 (Private) MADELYN DRIVE SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 840 850 860 -0+50844.790+00843.7844.68843.7844.79843.8845.541+00844.1845.91844.6846.29845.0846.67845.4847.052+00845.7847.43845.7847.81845.7848.19845.8848.573+00846.0848.95846.4849.32846.9849.70847.5850.084+00848.2850.64849.0851.20849.9851.77850.7852.345+00851.4852.91851.8853.47852.2854.04853.0854.526+00854.74854.70854.55-0+250+250+751+251+501+752+252+502+753+253+503+754+254+504+755+255+505+756+256+50 844.68BEGIN CONSTRUCTION STA. 0+00.00854.67END CONSTRUCTION STA. 5+88.75850.11GRADE CHANGE &CL INTERSECTION STA. 3+76.88-0.70%0.70% 1.52% 2.27% -0.60%GRD. CHG. STA = 0+25.80844.79GRD. CHG. STA = 6+60.00854.49PVI STA: 0+00.00 PVI ELEV: 844.61 A.D. = 1.40% K = 28.57 40.00' VC BVCS: -0+20.00BVCE: 844.75EVCS: 0+20.00EVCE: 844.75LOW PT. STA: 0+00.00 LOW PT ELEV: 844.68 PVI STA: 5+88.75 PVI ELEV: 854.92 A.D. = -2.87% K = 24.39 70.00' VC BVCS: 5+53.75BVCE: 854.13EVCS: 6+23.75EVCE: 854.71HIGH PT. STA: 6+09.12 HIGH PT ELEV: 854.75 SECTION 3 PROPOSED GRADE EXISTING GRADE MANHOLE #812TC=847.71MANHOLE #816TC=854.6721" R.C.P. INV.= 839.03 15" R.C.P. INV.= 842.72 (Private) MADELYN DRIVE SCALE: 1"=50' HOR. 1"=5' VERT. 850 860 870 850 860 870 -0+50853.78854.330+00853.2854.67853.6854.75853.6854.471+00853.9854.32854.5854.17855.2854.03855.0854.022+00854.8854.19854.9853.96854.9853.81854.6853.663+00853.6853.51852.0853.44851.0853.60850.8854.014+00850.9854.53-0+250+250+751+251+501+752+252+502+753+253+503+75 854.67BEGIN CONSTRUCTION STA. 0+00.00854.28CL INTERSECTION STA. 1+95.50854.99END CONSTRUCTION STA. 4+22.21-0.60% 0.62% 2.08%-2.08% -0.60%2.27% 2.08%GRD. CHG. STA = 1+85.50854.08GRD. CHG. STA = 2+05.50854.08GRD. CHG. STA = 4+22.21854.99PVI STA: 1+63.50 PVI ELEV: 853.94 A.D. = 1.22% K = 32.75 40.00' VC BVCS: 1+43.50BVCE: 854.06EVCS: 1+83.50EVCE: 854.06PVI STA: 3+39.66 PVI ELEV: 853.27 A.D. = 2.68% K = 26.09 70.00' VC BVCS: 3+04.66BVCE: 853.48EVCS: 3+74.66EVCE: 854.00LOW PT. STA: 3+20.32 LOW PT ELEV: 853.43 PVI STA: 0+00.00 PVI ELEV: 854.92 A.D. = -2.87% K = 24.39 70.00' VC BVCS: -0+35.00BVCE: 854.13EVCS: 0+35.00EVCE: 854.71HIGH PT. STA: 0+20.37 HIGH PT ELEV: 854.75 SECTION 4CURB INLET (DC) #513TC=853.37PROPOSED GRADE EXISTING GRADE 8" WATER STR. SHOWN FORLOW POINTREFERNCE ONLYMANHOLE #820TC=854.9915" R.C.P. INV.= 845.76 15" R.C.P. INV.= 846.74 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET PLAN & PROFILEC403 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C400 Street Plan and Profile.dwg - C403Modified / By:January 10, 2020 9:44:06 AM / dmetzPlotted / By:October 6, 2020 9:02:48 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 1" = 50 FT NOTES: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. 958 840.22 STI 10"CMP 1402 841.64 STI 15"RCP_EMOHAWK WB LLCMOHAWK WB LLC**************Kinzer Avenue 50' R/W CROSSWALKCROSSWALK CROSSWALK CROSSWALKWWWWWWWWWWWW W W W W W W W W WSDD817807 5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E. CROSSWALKVAR. D.U.S.&L.M.A.E.VAR. D.U.S.&L.M.A.E.134 127 133 167 229222223224225226228155154153152151158159160162163164165166156157 238 237 195 196 197179180181182184185186188189190191192193 177 176 175 174 173 172 171 170 169 168178 161 C.A.#14 C.A.#21 C.A.#17C.A.#18 ASTOR LANE (Private) TEMPLETON DRIVE (Public) TEMPLETON DRIVE (Public) TEMPLETON DRIVE (Public)POWELL WAY(Private)LAGERFIELD DRIVE(Public)TEMPLETON DRIVE (Public) TEMPLETON DRIVE (Public) ASTOR LANE (Private) ASTOR LANE (Private)91.5' R/W50' R/W 45.75' R/WEX. 45.75' HALF R/W91.5' R/W91.5' R/W21' I.E.E.B-B31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.B-B20' I.E.E.B-B21' I.E.E.B-B21' I.E.E. B-B CROSSWALK126 183 187 194 239 227 50' R/W 8'(TYP.)22' (TYP.)20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B30' B-B 50' R/W 30' B-B 20' B-B 20' (TYP.)9'(TYP.)9'(TYP.)8'(TYP.)8' (TYP.)8'(TYP.)22' (TYP.) 8' (TYP.) 8' (TYP.) 20' (TYP.)9'(TYP.)5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.SECTION 4SECTION 3SECTION 3SECTION 2504 503 502A 498 497511 499 496 502B 502 417 512 501 495 500 492 457 453 494 478 479 472A 435A 436A 469 502C 478A 5' B.L.5' B.L.5' B.L. 5' B.L.5' B.L. CROSSWALK BEGIN CONSTRUCTION STA. 0+00.00 CL INTERSECTION STA. 3+57.13 STA. 0+26.25 END CONSTRUCTION STA. 3+62.13 END CONSTRUCTION STA. 1+95.50 BEGIN CONSTRUCTION STA. 0+00.00 BEGIN CONSTRUCTION STA. 0+00.00 BEGIN CONSTRUCTION STA. 0+00.00 END CONSTRUCTION STA. 0+49.75 END CONSTRUCTION STA. 5+69.00 NOTE: EXISTING PAVEMENT AND CURBING TO BE SAW CUT AND REMOVED. CURBS TO BE REMOVED TO NEAREST JOINT. (Public) TEMPLETON DRIVE W SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 840 850 860 0+00843.6843.83843.2843.53843.41843.490+25 0+50 0+75843.83BEGIN CONSTRUCTION STA. 0+00.00843.41END CONSTRUCTION STA. 0+49.75-2.08%-0.77%0.60%GRD. CHG. STA = 0+08.50843.66PVI STA: 0+49.75 PVI ELEV: 843.34 A.D. = 1.37% K = 29.21 40.00' VC BVCS: 0+29.75BVCE: 843.49EVCS: 0+69.75EVCE: 843.46LOW PT. STA: 0+52.22 LOW PT ELEV: 843.41 SECTION 2 PROPOSED GRADE EXISTING GRADE (Public) TEMPLETON DRIVE SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 840 850 860 -0+60843.80843.72843.530+00843.1843.41843.3843.49844.8843.64845.0843.951+00845.1844.26845.6844.56846.3844.87846.8845.182+00846.8845.56846.9845.95847.0846.34847.1846.733+00847.5847.11848.0847.50848.5847.89849.1848.674+00849.8849.62851.0849.94851.9850.19852.7850.455+00853.4850.70854.0850.96854.5851.21-0+50 -0+25 0+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 4+75 5+25 5+50843.41BEGIN CONSTRUCTION STA. 0+00.00848.00CL INTERSECTION STA. 3+57.13851.41END CONSTRUCTION STA. 5+69.00-0.77% 1.02% 0.60% 1.23% 1.55% 3.76%GRD. CHG. STA = 0+50.00843.64GRD. CHG. STA = 1+76.70845.20GRD. CHG. STA = 4+02.37849.70PVI STA: 0+00.00 PVI ELEV: 843.34 A.D. = 1.37% K = 29.20 40.00' VC BVCS: -0+20.00BVCE: 843.49EVCS: 0+20.00EVCE: 843.46LOW PT. STA: 0+02.48 LOW PT ELEV: 843.41 SECTION 3 PROPOSED GRADE EXISTING GRADE (Public) TEMPLETON DRIVE SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 840 850 860 0+00854.9851.41855.2851.56855.5851.71855.5851.861+00856.2852.01856.3852.16856.4852.31856.3852.460+25 0+50 0+75 1+25 1+50 1+75851.41BEGIN CONSTRUCTION STA. 0+00.00852.73END CONSTRUCTION STA. 1+95.502.08% 0.60%GRD. CHG. STA = 1+85.50852.52SECTION 4 PROPOSED GRADE EXISTING GRADE (Public) TEMPLETON DRIVE SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 840 850 860 -0+07.61848.4848.900+00848.9848.96852.2849.16853.0849.41853.7849.671+00854.0849.93854.4850.18854.8850.44855.3850.702+00855.4850.96855.4851.21855.5851.47854.8851.733+00854.1851.99853.6852.24852.8852.500+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50848.90BEGIN CONSTRUCTION STA. -0+07.61852.73CL INTERSECTION STA. 3+62.132.08% 0.78% 1.03%GRD. CHG. STA = -0+07.61848.90GRD. CHG. STA = 0+25.00849.16GRD. CHG. STA = 3+52.13852.52SECTION 3 PROPOSED GRADE EXISTING GRADE DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET PLAN & PROFILEC404 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C400 Street Plan and Profile.dwg - C404Modified / By:January 10, 2020 9:44:06 AM / dmetzPlotted / By:October 6, 2020 9:03:19 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 1" = 50 FT NOTES: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. * *WWWWWWWS807 10' PATH5' B.L.5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.CROSSWALKVAR. D.U.S. &L.M.A.E. VAR. D.U.S. &L.M.A.E. VAR. D.U.S. &L.M.A.E.& P.A.E.5' D.&U.E.148 155 154 158 159 156 157 147 179 180 181 182 177 176 178 C.A.#16 C.A.#17 C.A.#18MADELYN DRIVEPOWELL WAY (Private)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)ASTOR LANE(Private)91.5' R/W 31' D.U.&S.S.E. 21' I.E.E. B-B 21' I.E.E.B-B50' R/W20' B-B 20'B-B 20' (TYP.)9'(TYP.)22'(TYP.)500 493 492 457 491 5' B.L.5' B.L.BEGIN CONSTRUCTION STA. 0+00.00 CL INTERSECTION STA. 0+26.25 STA. 3+57.13END CONSTRUCTION STA. 1+26.50 NOTE: EXISTING PAVEMENT AND CURBING TO BE SAW CUT AND REMOVED. CURBS TO BE REMOVED TO NEAREST JOINT. (Private) POWELL WAY SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 840 850 860 -0+500+00847.7847.80848.7847.97848.1849.031+00847.8849.55847.6850.08-0+250+250+751+25 847.80BEGIN CONSTRUCTION STA. 0+00.00848.00CL INTERSECTION STA. 0+26.25850.11END CONSTRUCTION STA. 1+26.50-0.70%0.70% 2.08%2.08% 2.11% 2.08%GRD. CHG. STA = -0+20.25847.87GRD. CHG. STA = 0+32.25848.12GRD. CHG. STA = 1+16.50849.90PVI STA: 0+00.00 PVI ELEV: 847.73 A.D. = 1.40% K = 28.57 40.00' VC BVCS: -0+20.00BVCE: 847.87EVCS: 0+20.00EVCE: 847.87LOW PT. STA: -0+00.00 LOW PT ELEV: 847.80 SECTION 3 PROPOSED GRADE EXISTING GRADE 12" R.C.P. INV.= 844.20 18" R.C.P. INV.= 842.47 24" R.C.P. INV.= 841.93 8" S.D.R. 35 P.V.C INV.= 840.23 (Public) BARRYMORE DRIVE SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 870 840 850 860 870 -1+00851.040+00851.0850.92850.4851.18849.9851.78850.7852.201+00851.5852.45852.0852.69852.4852.78852.5852.662+00856.5852.65854.6852.93-0+75-0+50-0+250+250+500+751+251+501+752+25 850.92BEGIN CONSTRUCTION STA. 0+00.00853.14END CONSTRUCTION STA. 2+35.65-0.60% 2.43% 0.98% -0.60%-0.60% 0.60%2.02%CL INTERSECTION STA = 0+62.50852.08CL INTERSECTION STA = 1+62.70852.73CL INTERSECTION STA = 2+15.25852.73GRD. CHG. STA = 2+35.65853.14PVI STA: 0+10.88 PVI ELEV: 850.83 A.D. = 3.03% K = 13.20 40.00' VC BVCS: -0+09.12BVCE: 850.95EVCS: 0+30.88EVCE: 851.31LOW PT. STA: -0+01.19 LOW PT ELEV: 850.92 PVI STA: 1+89.00 PVI ELEV: 852.57 A.D. = 1.20% K = 33.33 40.00' VC BVCS: 1+69.00BVCE: 852.69EVCS: 2+09.00EVCE: 852.69LOW PT. STA: 1+89.00 LOW PT ELEV: 852.63 PVI STA: 1+41.36 PVI ELEV: 852.86 A.D. = -1.58% K = 25.25 40.00' VC BVCS: 1+21.36BVCE: 852.66EVCS: 1+61.36EVCE: 852.74HIGH PT. STA: 1+46.21 HIGH PT ELEV: 852.78 EX. 12" R.C.P. INV.=846.68 SECTION 3 PROPOSED GRADE EXISTING GRADE 21" R.C.P. INV.= 844.43 12" R.C.P. INV.= 847.01 8" S.D.R. 35 P.V.C INV.= 844.15 1402 841.64 STI 15"RCP_E 839.32 STI 15"RCP_E SA3 N RI M 676767 CROSSWALKCROSSWALK CROSSWALKCROSSWALK CROSSWALK CROSSWALK W W W W W W W W WWWWWWWWW819 817 5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.217 219 229 225 226 228 238 237 195 196 197 192 193 169 168 C.A.#21 ASTOR LANE(Private)MADELYN DRIVE(Private)BARRYMORE DRIVE (Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)50' R/W31' D.U.&S.S.E. 21' I.E.E.B-B CROSSWALK 194239 218 227 20'B-B30'B-B50' R/W30'B-B20'B-B20'(TYP.)9' (TYP.) 9' (TYP.)8'(TYP.)8'(TYP.)8'(TYP.)5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.SECTION 4 SECTION 3507 504 506 503 502A 498 497 502B 502 417 512 502C BEGIN CONSTRUCTION STA. 0+00.00 BEGIN CONSTRUCTION STA. 0+00.00 END CONSTRUCTION STA. 1+87.95 END CONSTRUCTION STA. 2+35.65 CL INTERSECTION STA. 0+62.50 STA. 3+82.38 CL INTERSECTION STA. 1+62.75 STA. 3+62.13 CL INTERSECTION STA. 2+15.25 STA. 1+95.50 CL INTERSECTION STA. 0+79.85 STA. 1+95.50 NOTE: EXISTING PAVEMENT AND CURBING TO BE SAW CUT AND REMOVED. CURBS TO BE REMOVED TO NEAREST JOINT. (Public) BARRYMORE DRIVE SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 870 840 850 860 870 -0+500+00853.4853.14851.9853.65854.8854.281+00855.0854.19854.5853.94854.6853.78853.0854.092+00 -0+250+250+751+251+501+752+25 853.14BEGIN CONSTRUCTION STA. 0+00.00854.28CL INTERSECTION STA. 0+79.85854.45END CONSTRUCTION STA. 1+87.95-1.02% 3.02% 2.02%GRD. CHG. STA = 0+00.00853.14PVI STA: 1+59.60 PVI ELEV: 853.59 A.D. = 4.04% K = 12.38 50.00' VC BVCS: 1+34.60BVCE: 853.84EVCS: 1+84.60EVCE: 854.35LOW PT. STA: 1+47.19 LOW PT ELEV: 853.78 PVI STA: 0+68.21 PVI ELEV: 854.52 A.D. = -3.04% K = 23.05 70.00' VC BVCS: 0+33.21BVCE: 853.81EVCS: 1+03.21EVCE: 854.16HIGH PT. STA: 0+79.75 HIGH PT ELEV: 854.28 SECTION 4 PROPOSED GRADE EXISTING GRADE 8" WATER 15" R.C.P. INV.= 846.18 8" S.D.R. 35 P.V.C INV.= 843.33 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET PLAN & PROFILEC405 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C400 Street Plan and Profile.dwg - C405Modified / By:January 10, 2020 9:44:06 AM / dmetzPlotted / By:October 6, 2020 9:04:02 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 1" = 50 FT NOTES: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. LOW POINT STA. 3+59.37850.96(Private) ASTOR LANE SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 870 840 850 860 870 0+00848.9849.30850.7849.78851.3850.27851.4850.561+00851.0850.73851.8850.90852.1851.08852.1851.252+00852.2851.42852.2851.59852.1851.76851.9851.933+00851.3852.10850.8852.12850.6851.87850.4851.934+00850.0851.810+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50 3+75849.30BEGIN CONSTRUCTION STA. 0+00.00851.79END CONSTRUCTION STA. 4+02.38852.08CL INTERSECTION STA. 3+82.382.08% -2.08% -1.00% 1.94% 0.68% -1.22% 1.00%GRD. CHG. STA = 0+00.00849.30GRD. CHG. STA = 3+90.88851.90GRD. CHG. STA = 0+59.88850.46GRD. CHG. STA = 3+73.88851.90PVI STA: 3+20.13 PVI ELEV: 852.24 A.D. = -1.90% K = 21.01 40.00' VC BVCS: 3+00.13BVCE: 852.10EVCS: 3+40.13EVCE: 851.99HIGH PT. STA: 3+14.48 HIGH PT ELEV: 852.15 SECTION 3 PROPOSED GRADE EXISTING GRADE 8" WATEREX. MANHOLE #807TC=850.4612" R.C.P. INV.= 846.81 1402 841.64 STI 15"RCP_E 3139 845.94 STI 12"RCP MES_E 3179 846.68 STI 15"CMP_B SA 3 N R IM 3196 847.28 STI 15"CMP_E 3201 847.71 STI 12"RCP_B 3202 847.94 STI 12"RCP_E 3230 848.62 STI 12"RCP MES_B 3231 849.08 STI 12"RCP MES_E SA3 N RIM3265 850.26 STI 12"RCP MES_B 3266 850.51 STI 12"RCP MES_E SA3 N RIMMOHAWK WB LLC****East City Center DriveKinzer Avenue East Auman Drive CROSSWALKCROSSWALK CROSSWALK CROSSWALKCROSSWALKCROSSWALKWWWWWWWWW W W W W W W W W W W W W W W W W W W WWWWWWWWWWWW W W W W W W W W S822 820 821 819 817807 816812 10' PATH 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L. 5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E. CROSSWALKVAR. D.U.S.&L.M.A.E.VAR. D.U.S.&L.M.A.E.VAR. D.U.S.&L.M.A.E.&P.A.E.5' D.&U.E.GILDER DRIVE(Private)212 213 214 215 217 230 219220221 229222223224225226228 216150149148146 155 154 153 152 151158159160156157 147 204 205 206 207 208 209 210 231 232 233 234 235 236 238 237 195 196 197 198 199 200 201 202 203 179 180 181 182 184 185 186 188 189 190 191 192 193 177 176 175 174 173 172 171 170 169 168178 161 C.A.#16 C.A.#21 C.A.#22 C.A.#23 C.A.#20C.A.#19 C.A.#17C.A.#18 ASTOR LANE (Private) MADELYN DRIVE (Private)BARRYMORE DRIVE(Public)MADELYN DRIVE (Private) TEMPLETON DRIVE (Public) TEMPLETON DRIVE (Public) MADELYN DRIVE (Private) TEMPLETON DRIVE (Public)POWELL WAY(Private)MADELYN DRIVE (Private) TEMPLETON DRIVE (Public) ASTOR LANE (Private) ASTOR LANE (Private)91.5' R/W50' R/W 91.5' R/W31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E. B-B21' I.E.E.B-B21' I.E.E.B-B20' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-B21' I.E.E.B-BCROSSWALK21' I.E.E.B-B183 187 194 239 211 218 227 818 50' R/W 8'(TYP.)22' (TYP.)20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B20'B-B 30'B-B 50' R/W 30'B-B 20' B-B 20' (TYP.)9'(TYP.)20'(TYP.)9' (TYP.)9'(TYP.)20' (TYP.)9'(TYP.)8'(TYP.)8' (TYP.) 8' (TYP.)8'(TYP.)22' (TYP.) 8' (TYP.)5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.SECTION 4SECTION 3510 509 507 504 506 503 513 508 514 502A 498 497511 517 499 496 502B 518 502 417 512 501 495 500 493 492 457 491 502C 5' B.L.5' B.L.5' B.L. 5' B.L.5' B.L. CL INTERSECTION STA. 3+82.38 STA. 0+62.50 CL INTERSECTION STA. 4+33.96 STA. 4+22.21 BEGIN CONSTRUCTION STA. 0+00.00 BEGIN CONSTRUCTION STA. 0+00.00 END CONSTRUCTION STA. 4+02.38 POINT OF CURVATURE STA. 1+46.71 POINT OF TANGENCY STA. 2+40.96 CURVE DATA D=90°00'00" R=60.00 L=94.25 T=60.00 END CONSTRUCTION STA. 5+09.21 NOTE: EXISTING PAVEMENT AND CURBING TO BE SAW CUT AND REMOVED. CURBS TO BE REMOVED TO NEAREST JOINT. ASTOR LANE SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 870 840 850 860 870 0+00850.0851.79849.8851.87849.2852.08848.9852.291+00848.9852.50849.6852.71850.3852.92850.9853.132+00852.0853.34851.7853.55851.9853.76852.0853.973+00852.0854.18852.0854.34852.1854.49851.9854.644+00851.5854.79851.0854.94850.9855.09850.9855.245+00851.0855.390+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 4+75851.79BEGIN CONSTRUCTION STA. 0+00.00852.89POINT OF CURVATURE STA. 1+46.71853.69POINT OF TANGENCY STA. 2+40.96854.99CL INTERSECTION STA. 4+33.96855.44END CONSTRUCTION STA. 5+09.210.60% -1.00% 0.84%GRD. CHG. STA = 0+07.00851.72GRD. CHG. STA = 3+02.19854.20(Private) SECTION 4 PROPOSED GRADE EXISTING GRADE 8" WATERMANHOLE #817TC=852.14MANHOLE #818TC=853.11MANHOLE #821TC=853.60MANHOLE #822TC=855.28MANHOLE #820TC=854.99GILDER DRIVE / ASTOR LANE DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET PLAN & PROFILEC406 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C400 Street Plan and Profile.dwg - C406Modified / By:January 10, 2020 9:44:06 AM / dmetzPlotted / By:October 6, 2020 9:04:29 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 1" = 50 FT NOTES: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE STREET PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. 40' SETBACK VAR. D.U. &L.M.A.E. VAR. D.U. &L.M.A.E. VAR. D.U. &L.M.A.E.& P.A.E.50' R/W31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 21' I.E.E. 21' I.E.E.21' I.E.E.21' I.E.E.10' D.&.U.E.21' I.E.E.5' BL5' BL5' BL5' BL5' BL5' B.L.5' B.L.10' D.&.U.E.5' B.L. & U.E.5' BL5' BL5' BL5' BLVAR. B.L. VAR. D.U.&U.E.&L.M.A.E. 67 68 69 70 71 72 73 EX. 50' R/W 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' D.&.U.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L5' B.L.5' B.L. & U.E.91.5' R/W 91.5' R/W50' R/W31' D.U.&S.S.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E. 21' I.E.E. 20' I.E.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E. 40' SETBACK 40' SETBACK 10' D.&.U.E.10' D.&.U.E.26' D.U.&S.S.E.21' I.E.E.EX. 50' R/WINST. #___________10' B.L.&D.&.U.E.10' B.L.&D.&.U.E. VAR. D.U.& L.M.A.E.&P.A.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.& U.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. 5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B . L .5' B.L. & U.E.5' B.L. & U.E.5' B.L.&U.E.Auman Drive East67 68 69 70 71 72 73 EX. 50' R/W 5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E. 5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E. 40' SETBACK 5' B.L.5' B.L.10' B.L.&D.&.U.E. 10' B . L . & D . & . U . E . 67 68 69 70 71 72 73 CROSSWALKCROSSWALK CROSSWALKCROSSWALK CROSSWALK CROSSWALK SD10' PATH5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.CROSSWALKGILDER DRIVE (Private) 212213214215 217 230 219 220 221 229 222 223 224 225 226 228 216 150 149 148 146 145 155 154 153 152 151 158 159 160 162 163 156 157 147 204205206207208209210 231 232 233 234 235 236 238 237 195 196 197 198 199 200 201 202 203 179 180 181 182 184 185 186 188 189 190 191 192 193 177 176 175 174 173 172 171 170 169 168 178 161 C.A.#16 C.A.#21 C.A.#22 C.A.#23 C.A.#20 C.A.#19 C.A.#17 C.A.#18 ASTOR LANE(Private)MADELYN DRIVE(Private)BARRYMORE DRIVE (Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)POWELL WAY (Private)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)ASTOR LANE(Private)ASTOR LANE(Private)91.5' R/W50' R/W91.5' R/W 91.5' R/W 21' I.E.E.B-BCROSSWALK 183 187 194239 211 218 227 300' L.F. 6" SSD364' L.F. 6" SSD107' L.F. 6" SSD51' L.F. 6" SSD50' R/W8' (TYP.)22'(TYP.)20' B-B 20' B-B 20'B-B 20' B-B 20' B-B 20' B-B 20'B-B20'B-B30'B-B50' R/W30'B-B20'B-B20'(TYP.)9' (TYP.) 20' (TYP.)9'(TYP.)9' (TYP.)20'(TYP.)9' (TYP.) 8' (TYP.)8'(TYP.)8'(TYP.)8' (TYP.)22'(TYP.)8'(TYP.)5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.SECTION 4 SECTION 3 SECTION 4 SECTION 3 5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.ONE WAYONE WAYDO NOTENTERONE WAYONE WAYDO NOT ENTER ONE WAYSTOPSPEEDLIMIT20STOPSTOPSTOP SPEEDLIMIT 20 SPEED LIMIT 20SPEEDLIMIT20 STOPSPEEDLIMIT 20SPEEDLIMIT20 SPEEDLIMIT20SPEEDLIMIT 20SPEEDLIMIT20STOP STOPSTOP T.P. T.P. T.P. T.P. * * ** 40' SETBACK 21' I.E.E. 31' D.U.&S.S.E. 46' R/W D.U.&S.S.E. 21' I.E.E.5' BL5' BL5' BL5' B.L.5' B.L.10' D.&.U.E.10' D.&.U.E.72 73 74 75 76 77 78 79 EX. 50' R/W 5' BL5' BL 5' B.L. & U.E.5' B.L. & U.E.5' B.L.Auman Drive East72 73 74 75 76 77 78 79 21' I.E.E. 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E.VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E.50' R/W46' R/W 5' B.L.5' B.L.10' B.L.5' BL VAR. D.U.& L.M.A.E.& P.A.E.10' D.&.U.E.10' D.&.U.E.40' SETBACK 10' B.L.VAR. B.L.10 ' B . L . 10' P.A.E.10' P.A.E.10' P.A.E. 72 73 74 75 76 77 78 79 EX. 50' R/W 5' BL 10' D.&.U.E.10' D.&.U.E.10' D.&.U.E.10' D.&.U.E. 5' BL 5' BL 5' BL 5' BL 5' BL 5' B L 5' BL 5' BL 5' BL 5' BL 5' BL5' BL5' BL5.5' P.A.E.VAR. S.L.E.10'10'10'10' VAR. S.L.E. VAR. S.L.E.10'15'10'15'10'VAR. S.L.E. CROSSWALK CROSSWALK S D D5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.40' SETBACK 119 118 117 116 115 114 113 112 111 110 109 108 107 106 135 134 132 131 127 124 123 122 121 120 136 133 130129128 142 167 146 145 144 143 160 162 163 164 165 166 161 C.A.#14 C.A.#15 MADELYN DRIVE(Private)STEINBECK PLACE (Private)ASTOR LANE(Private)LAGERFIELD DRIVE (Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)31' D.U.&S.S.E. 45.75' R/W EX. 45.75' HALF R/W 91.5' R/W 21' I.E.E. B-B 31' D.U.&S.S.E. D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E. B-B 21' I.E.E. B-B 21' I.E.E.B-B126 125 209' L.F. 6" SSD300' L.F. 6" SSD21' I.E.E. B-B 20' B-B 20'B-B 20' B-B 30'B-B8'(TYP.)8'(TYP.)20'(TYP.)9' (TYP.) SECTION 3 SECTION 2 SECTION 3 SECTION 2 CROSSWALKDO NOT ENTERONE WAYSTOPSTOP STOPSPEEDLIMIT20SPEEDLIMIT20T.P. TV.P. TV.P. APARTMENT BUILDING * * * * ** ** ** ** PVMT PVMT STOPDATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942TRAFFIC CONTROL PLANC407 1" = 50 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C407 Traffic Control Plan.dwg - C407Modified / By:January 10, 2020 9:44:14 AM / dmetzPlotted / By:October 6, 2020 9:05:20 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20LEGEND PUD - STANDARD SIGN -13 SPEED LIMIT SIGN -15 (R2-1) DO NOT ENTER -3 ONE WAY SIGN -5 (R6-1R) ROADWAY MARKERS END OF ROADWAY -2 (OM4-3) STREET LIGHTS -6 ALL TRAFIC CONTROL SIGNS SHALL MEET CHAPTER 2D: GUIDE SIGNS-CONVENTIONAL ROADS OF THE MUTCD MANUAL 2009 EDITION. ALL STREET AND TRAFFIC SIGNS SHALL UTILIZE THE TOWN'S STANDARD POLE. SEE TOWN'S SPECIFICATIONS ALL STREET LIGHTS SHALL USE LED FIXTURES AND MEET THE STANDARDS AND SPECIFICATIONS NOTED IN EXHIBIT C OF THE ZONING ORDINANCE APPENDIX. STOP SPEED LIMIT 20 DO NOT ENTER ONE WAY 31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E. 21' I.E. E.21' I.E.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. & B.M.P.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E.5' B.L.5' BL5' BL5' BL1 4 ' B . L . 5 ' BL31' D.U.& S.S. E. VAR. D.U.& L.M.A.E.&P.A.E.& B.M.P.E. 10' P.A.E.10' P.A.E.10' P.A.E.5' D.&U.E. 5' D.&U.E. 10' D.&.U.E.10' D.&.U.E.15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.5' BL5' B L 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL5' BL5' B L5' BL5' BL 5' B L5' BL15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.10' D.&.U.E.5.5' P.A.E.VAR. B. M . P. E. VAR. S.L.E. 10'East Line, N.W. 1/4, Sec.31-T18N-R4EWest Line, N.E. 1/4, Sec.31-T18N-R4E80 81 82 86 87 88 83 84 78 89 90 91 79 85 110 109 108 107 106 105 104 103 102 101 70 135 134 136 137 138 139 140 141 77 76 75 74 73 72 71 92 93 94 95 96 97 98 99 100 C.A.#11 STEINBECK PLACE (Private)VALENTINE DRIVE(Private)V AL E NT I NE DRI VE( P r i v a t e ) W W W W W W W WWWWWWWWWWWWWWWWWWWW84384284184083983883783620' (TYP.)9'(TYP.)20'(TYP.)9'(TYP.) 20' (TYP. ) 9' (TYP . ) SECTION 3 SECTION 2 SPEEDLIMIT20SPEEDLIMIT20SPEEDLIMIT20SPEEDLIMIT20APARTMENT BUILDINGAPARTMENT BUILDINGT.P. T.P. T.P. EX. SANITARY MANHOLE TC=831.85' 10" CLAY INV.=827.71' N 8" CLAY INV.=827.71' S EX. SANITARY MANHOLE TC=839.22' 10" CLAY INV.=833.32' SW INV.=833.32' N 6" CLAY INV.=834.52' S 20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 (NOT TO BE VACATED) 20' 20' 20'20'20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 * * * * * *APARTMENT BUILDINGAPA R T M E N T B U I L D I N G PVMT PVMT PVMT EX. SANITARY MANHOLE TC=833.41' 8" CLAY INV.=826.41' S 10" CLAY INV.=826.29' W INV.=825.96' N INV.= 824.24' E N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= EX. WET POND WITH NATIVE BANKS 833.00 835.63 837.14 839.57 817.00 APARTMENT BUILDINGSTOPSTOP21' I.E.E. VAR. D.U.& L.M.A.E.&P.A.E. 80' R/W 80' R/ W 1 4 ' B . L . 5' BL31' D.U.&S.S. E. VAR. D.U.& L.M.A.E.&P.A.E.& B.M.P.E. 5' B L 5' BL5' BLVAR. B.M.P.E.VAR. B.M.P.E.VAR. B. M . P. E. S.W. Cor., N.E.1/4 Sec. 31-T18N-R4E Calculated Location 86 87 88 83 84 85 KINZER AVENUE(Public)KINZER AVENUE(Public)VA L ENTI NEDRI VE( P r i v a t e )21' I.E.E.B-B W W W W W W W WWW20' (TYP. ) 9' (TYP . ) SPEEDLIMIT 20 SPEEDLIMIT20841.30841.6 2 841.20833.65833.84 T.P.833.02833.22832.38832.56T.P. TV.P. T.P. TV.P. T.P. T.P. EX. SANITARY MANHOLE TC=834.32' 8" CLAY INV.=829.72' N 6" CLAY INV.=829.72' E EX. SANITARY MANHOLE TC=832.61' 8" CLAY INV.=829.30' N INV.=829.30' S 6" CLAY INV.=829.30' E EX. SANITARY MANHOLE TC=833.15' 8" CLAY INV.=828.66' N INV.=828.66' S EX. SANITARY MANHOLE TC=831.85' 10" CLAY INV.=827.71' N 8" CLAY INV.=827.71' S EX. SANITARY MANHOLE TC=839.22' 10" CLAY INV.=833.32' SW INV.=833.32' N 6" CLAY INV.=834.52' S EX. SANITARY MANHOLE TC=833.41' 8" CLAY INV.=826.41' S 10" CLAY INV.=826.29' W INV.=825.96' N INV.= 824.24' E APARTMENT BUILDINGSTOPSTOPDATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942TRAFFIC CONTROL PLANC408 1" = 50 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C407 Traffic Control Plan.dwg - C408Modified / By:January 10, 2020 9:44:14 AM / dmetzPlotted / By:October 6, 2020 9:05:30 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/2048ABOVE EDGE OF PAVEMENTLEGEND PUD - STANDARD SIGN -15 SPEED LIMIT SIGN -15 (R2-1) DO NOT ENTER -3 ONE WAY SIGN -5 (R6-1R) ROADWAY MARKERS END OF ROADWAY -2 (OM4-3) STREET LIGHTS -6 ALL TRAFIC CONTROL SIGNS SHALL MEET CHAPTER 2D: GUIDE SIGNS-CONVENTIONAL ROADS OF THE MUTCD MANUAL 2009 EDITION. ALL STREET AND TRAFFIC SIGNS SHALL UTILIZE THE TOWN'S STANDARD POLE. SEE TOWN'S SPECIFICATIONS ALL STREET LIGHTS SHALL USE LED FIXTURES AND MEET THE STANDARDS AND SPECIFICATIONS NOTED IN EXHIBIT C OF THE ZONING ORDINANCE APPENDIX. STOP SPEED LIMIT 20 DO NOT ENTER ONE WAY 80' R/WR4MAT C H L I N E " " SHEE T AC408 80' R/ W W W W T.P. T.P.APARTMENT BUILDINGMATC H L I N E " " SHEE T AC408 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942PAVEMENT MARKINGS - BIKE LANE & CROSSWALKC409 1" = 20 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C409 PAVEMENT MARKINGS.dwg - C409Modified / By:October 23, 2019 6:48:57 AM / dmetzPlotted / By:October 6, 2020 9:06:49 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20KINZER AVENUEKINZER AVENUEGOLFVIEW DRIVE GOLFV I E W D R I V E BIKE LANE PAINT LINE LEGEND BIKE LANE SYMBOL 1" = 20 FT CROSSWALK CROSSWALK5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.36'CROSSWALKD R14.5'R14 .5 ' R 1 4 . 5 ' R14.5' R5' R1 9 . 5 'R19.5'20.36'8'20'9' 142 167 27' PVMT27' PVMTADA RAMP TO BE INSTALLED LP0+01.82843.41H. P .R5'H.P. R5 ' H.P. 20.36'R5'R5'EX. CROSSWALKCROSSWALK CROSSWALKCROSSWALK CROSSWALK CROSSWALK> o o o> o o o5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.CROSSWALK 5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.R14.5'R1 4 . 5 ' R19. 5 ' R19.5' R 1 9 . 5 ' R14.5' R14 . 5 'R14.5'R14 .5 ' R5'R5' R19.5'R14.5 'R14.5'8'22'22'8'8'20'8'20'20'9'8'20'8'20' 191 192 193 169 168 219 195 225 226 218 227 194239 27' PVMTGRD.CHG.3+73.88851.10GRD.CHG.3+90.88851.10HP3+14.48851.35L.P.3+59.37850.96MATCHLINE " " SHEET F C413C412 SECTION 4 SECTION 3 H.P.H. P .H.P.H. P . R5'R5'R5'R5'R5'R5'R5' EX. EX. R 5 'R5'DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942PAVEMENT MARKINGS - BIKE LANE & CROSSWALKC410 1" = 20 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C409 PAVEMENT MARKINGS.dwg - C410Modified / By:October 23, 2019 6:48:57 AM / dmetzPlotted / By:October 6, 2020 9:07:00 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20LEGEND CROSS WALK HATCH LAGERFIELD DRIVE BARRYMOORE DRIVE GALLATIN DRIVETEMPLETON DRIVETEMPLETON DRIVEASTOR LANEBARRYMOORE DRIVE KINZER AVENUEGALLATIN DRIVETEMPLETON DRIVEGALLATIN DRIVEASTOR LANE 1" = 20 FT T.P. T.P.R4MATC H L I N E " " SHEE T AC408 2+75839.203+25839.553+75839.554+25839.104+50838.884+75838.655+25838.205+50837.985+75837.756+25837.08LP2+53.32839.12HP3+50.55839.66GRD.CHG.6+00.50837.525' SIDEWALK5' SIDEWALK10' BIKE LANER30'R30' 21' B-B 80' R/WKINZER AVENUE(Public)6+32836.94× × ×ADA RAMP TO BE INSTALLED 1.81 %-1.00%-4.2 1 % 4.52%-1.81%-0.90%-0.90%0.70%837.34837.84837.34837.84837.57838.07837.57838.07837.80838.30837.80838.30838.02838.52838.02838.52838.25838.75838.25838.75838.47838.97838.70839.20838.92839.42839.15839.65839.37839.87839.48839.98839.37839.87839.20839.70839.02839.52838.47838.97838.70839.20838.92839.42839.15839.65839.37839.87839.48839.98839.37839.87839.20839.70839.02839.52837.14837.643+00839.374+00839.335+00838.43837.96 838.46 835.17 835.67 M.E. 523 522 521 838.33 M.E. 838.55 M.E.838.2838.4838.5838.5838.7838.8838.7838.9839.0838.9839.1839.2839.4839.5839.1839.3839.4839.7839.7839.6839.6839.4839.3M.E.839.6839.8839.9839.8840.0840.1840.0840.2840.3840.3840.5840.6840.4840.6840.7840.3840.5840.6840.1840.3840.4839.9840.1840.28 3 6 . 4 2 83 6 . 9 2 -4 .21% 836.08 836.58 835.58 836.08 839.44838.94839.44838.94GOLFVIEW DRIVE EX. A S P H A L T P A T H842.6M.E.842.6M.E.839.8839.9839.9840.0840.1840.2840.3840.4840.4840.5840.3840.4840.0840.1839.8839.9839.6839.7839.4839.5839.1839.2838.9839.0838.7838.8838.5838.6838.2838.3836.4836.3838.5838.6W R20 X3 R4 R4T.P. T.P.R4APARTMENT BUILDINGMATC H L I N E " " SHEE T AC408 0+25838.790+50839.010+75839.221+25839.641+50839.731+75839.592+25839.242+75839.203+25839.55HP1+46.37839.73LP2+53.32839.125' SIDEWALK5' SIDEWALK10' BIKE LANE80' R/ W 21' B- B KINZER AVENUE(Public)0.70%839.37839.87839.20839.70839.02839.52839.07839.57839.24839.74839.24839.74839.42839.92839.42839.92839.55840.05839.55840.05839.47839.97839.47839.97839.25839.75839.25839.75839.04839.54839.04839.54838.83839.33838.83839.33838.62839.12838.62839.12839.37839.87839.20839.70839.02839.52839.07839.570+00838.581+00839.432+00839.423+00839.37838.40838.90838.40838.90523 522 521 520 840.4840.6840.7840.3840.5840.6840.1840.3840.4839.9840.1840.2839.8840.0840.1840.0840.2840.3840.1840.3840.4840.3840.5840.6840.4840.6840.7840.4840.6840.7840.1840.3840.4839.9840.1840.2840.0839.9839.7839.5839.7839.8838.7M.E.838.8M.E.839.44838.94839.44838.94838.6M.E.839.3M.E.839.4M.E.M.E.M.E.M.E.839.5839.6839.7839.8839.9840.0840.1840.2840.4840.5840.4840.5840.3840.4840.1840.2839.9840.1839.8839.9839.9840.0840.1840.2840.3840.4DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942INTERSECTION DETAILSC411 1" = 20 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C411 Intersection Details.dwg - C411Modified / By:September 14, 2020 3:56:05 PM / aguyonPlotted / By:October 6, 2020 9:08:30 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20× DENOTES ADA RAMP TO BE INSTALLED DENOTES 1-1/2" DEPRESSED CURB AND GUTTER LEGEND DENOTES 6" CHAIRBACK CURB AND GUTTER > o o o > o o o > o o o > o o o > o o o> o o o > o o o> o o o> o o o> o o o> o o o > o o o> o o o> o o o> o o o> o o o> o o o> o o oW W W W W W W W W W W W W W> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o oT.P. T.P. AP A R T M E N T B U I L D I N G PVMT N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= EX. WET POND WITH NATIVE BANKS 833.00 835.63 837.14 839.57 817.00 813 814 815 486 485 487 486A 488 488A 489 484 488B2+00845.383+00844.65 4+0 0 843. 8 7 5+ 0 0 84 3 . 0 9 6+00842.321+75845.292+25845.252+50845.052+75844.853+50 844.26 3+75 844. 0 6 4+2 5 843. 6 7 4+ 5 0 84 3 . 4 8 4+ 7 5 84 3 . 2 9 5 + 2 5 8 4 2 . 9 0 5 + 5 0 8 4 2 . 7 1 5+7 5 8 42 .5 1 6+25841.946+50841.27HP1+97.22845.38EVP6+61.13840.89G R D . C H G . 3+ 2 6 . 5 5 ??? 88 87 80 81 82 86 83 84 79 85 78 77 76 75 89 90 91 92 93 94 95 96 5' SIDEWALK 5' SIDEW A L K 5' S IDEWALK 5' S I D E W A L K5' SIDEWAL K 5' SIDEWALK5' SIDEWALK21' I.E.E.21' I.E.E. × × R29.5' R5'R29.5'R5' R 5 ' R5' 9 . 6 8 ' 9' 20' 9'VALENTI NEDRI VE( P r iv a t e ) C.A.#11 × 485A 485B 20'0.40%-1.89%-2.60% -0.77 % -0 . 8 0%1.25%-0.50%841.77841.89842.14 842 .26 84 2 . 34 842 .4 6 8 4 2 . 5 3 8 4 2 . 6 5 8 4 2 . 7 2 8 4 2 . 8 4 84 2 . 9 2 84 3 . 0 4 84 3 . 1 1 84 3 . 2 3 84 3 . 3 0 84 3 . 4 2 842.84843.34843.0 1843.51 84 3 . 21 84 3 . 71 8 4 3 . 4 0 8 4 3 . 9 0 8 4 3 . 6 0 84 4 . 1 0 843.23 843.73 843 . 6 6 84 3 . 7 8 84 3 . 4 6 843.5884 3 . 2 7 84 3 . 3 9 8 4 3 . 1 4 84 3 . 2 6 843 . 5 0 843 . 6 2 843 . 8 5 843 . 9 7 844. 0 4 844. 1 6 843. 6 9 843. 8 1 843. 8 8 844.0 0 844.0 8 844.20 84 4 . 2 6 84 4 . 3 8844.47844.59 844.7 1 845.21 845.0 4 845.5 4 844 . 5 6 84 4 . 6 8 844.7 7 845.2 7 844.9 6 845.46 844.33844.83844.63845.1384 4 . 6 1 84 4 . 7 3844.83844.95845.03845.15844.67844.79845.23845.35844.87844.99845.43845.55845.07845.19845.56845.68845.21845.33845.54845.66845.19845.31845.47845.59845.12845.24840.18 840.30 842.47 842.97 842.28842.78841.68 842.18 841.92842.04 MATCHLINE " " SHEET B C410 EX. EX. - 1 . 89% 8 4 1 . 3 6 8 4 1 . 4 8 8 4 1 . 5 4 8 4 1 . 6 6 841 . 2 7 841 . 1 5 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942INTERSECTION DETAILSC412 1" = 20 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C411 Intersection Details.dwg - C412Modified / By:September 14, 2020 3:56:05 PM / aguyonPlotted / By:October 6, 2020 9:08:38 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20× DENOTES ADA RAMP TO BE INSTALLED DENOTES 1-1/2" DEPRESSED CURB AND GUTTER LEGEND DENOTES 6" CHAIRBACK CURB AND GUTTER > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o oT.P. TV.P. APARTMENT BUILDING * * * 1868 845.45 X LINE 18"? RCP PVMT PVMT S 805 804A 469A 481 487A 482 483 469 0+00843.971+00844.292+00845.380+50843.920+75843.971+25844.641+50844.991+75845.29HP0+21.00844.06LP0+58.71843.90HP1+97.22845.380+25 843.89 0+50 844.18 0+75 844.48 1+25 845.06 1+50 845.35 1+75 845.64 2+25 846.23 2+50 846.45 2+75 846.39 3+25 845.98 3+75 846.00 0+80844.200+50845.080+75844.34GRD.CHG.0+10.00846.2570 76 75 74 73 72 71 95 96 97 98 99 100 110 109 108 107 106 105 104 103 102 101118117116115114113112111 135 134 132 131 136 137 138 139 140 141 133 130 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK21' I.E.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E.21' I.E.E. R5'R5'R14.5'R14 . 5 '9'20' STEINBECK PLACE (Private)STEINBECK PLACE (Private)VALENTINE DRIVE(Private)ASTOR LANE(Private)-0.70%1.18%1.25%-0.50%845.56845.68845.21845.33845.54845.66845.19845.31845.47845.59845.12845.24845.17845.29844.81844.93844.82844.94844.46844.58844.47844.59844.11844.23844.15844.27843.79843.91844.08844.20844.08844.20843.74843.86843.89844.01843.79843.91844.64845.14844.68845.18844.76845.26844.27 844.77 843.72 843.84 844.07 844.19 844.01 844.13 844.36 844.48 844.30 844.42 844.65 844.77 844.59 844.71 844.94 845.06 844.88 845.00 845.24 845.36 845.17 845.29 845.53 845.65 845.47 845.59 845.82 845.94 845.76 845.88 846.11 846.23 846.05 846.17 846.40 846.52 846.01 846.13 846.37 846.49 845.81 845.93 846.16 846.28 845.82 845.94 846.17 846.29 846.06 846.18 846.01 846.13 846.36 846.48 846.57 846.69 846.65 846.77 846.63 846.75 846.14 846.26 843.42 843.54 843.78 843.90844.90845.02845.25845.37844.16844.28844.52844.64844.02844.14844.38844.50845.63845.75846.16846.28846.15 846.27 844.24 844.74 844.09844.590+00 843.60 1+00 844.77 2+00 845.93 3+00 846.19 4+00 846.19 HP 2+57.54 846.47 LP 3+49.06 845.88 MATCHLINE " " SHEET B C409MATCHLINE " "SHEETCC41184 6 . 2 7 84 6 . 3 9 1.35% -0.85 % 0.85%H. P .EX.EX. EX.EX.845.82 845.70 845.82 845.70 843.83843.71× DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942INTERSECTION DETAILSC413 1" = 20 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C411 Intersection Details.dwg - C413Modified / By:September 14, 2020 3:56:05 PM / aguyonPlotted / By:October 6, 2020 9:08:47 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20× DENOTES ADA RAMP TO BE INSTALLED DENOTES 1-1/2" DEPRESSED CURB AND GUTTER LEGEND DENOTES 6" CHAIRBACK CURB AND GUTTER **812D4914534941+00845.91 2+00847.43 3+00848.950+50845.16 0+75845.54 1+25846.29 1+50846.67 1+75847.05 2+25847.81 2+50848.19 2+75848.57 3+25849.32 1+00 844.26 2+00 845.56 3+00 847.11 0+25 843.49 0+50 843.64 0+75 843.95 1+25 844.56 1+50 844.87 2+25 845.95 2+50 846.34 2+75 846.73 3+25 847.50 10' ASPHALT PATH10' ASPHALT PATH 5' SIDEWALK21' I.E.E.31' D.U.&S.S.E.46' R/W5' SIDEWALK5' SIDEWALK31' D.U.&S.S.E.21' I.E.E.××××R5'8'22'8'22'8'22' MADELYN DRIVE(Private) TEMPLETON DRIVE (Public) MADELYN DRIVE(Private)14514414316216316416516614615815916016115714717' PVMT0.60%1.23%1.23%1.23%1.55%1.55%1.55% 843.75 844.25 843.90 844.40 843.98 844.48 844.16 844.66 843.40 843.90 843.55 844.05 843.62 844.12 843.85 844.35 844.16 844.66 844.47 844.97 844.78 845.28 845.47 845.97 845.86 846.36 846.24 846.74 846.63 847.13 847.02 847.52 847.02 847.52 844.82 845.32 845.13 845.63 845.46 845.96 846.21 846.71 846.60 847.10 846.99 847.49 847.43 847.93 846.09 846.59 845.82 846.32 845.53 846.03 845.59 846.09 844.50 845.00 844.25 844.75 844.08 844.58 845.66 846.16 847.37 847.87 847.1847.0846.8846.7846.4846.3846.1846.0846.0845.9845.9845.8845.8845.7845.7845.6845.6845.5845.5845.3845.4845.2845.2845.1845.33845.45844.98845.10 845.71845.83845.36845.48 846.09846.21845.74845.86 846.47846.59846.12846.24 846.85846.97846.50846.62 847.23847.35846.87846.99 847.61847.73847.25847.37 847.99848.11847.63847.75 848.36848.48848.01848.13 848.74848.86848.39848.51 849.12849.24848.77848.89 849.50849.62849.15849.27 849.72849.84 850.36850.86 TEMPLETON DRIVE (Public) GRD.CHG. 0+50.00 ??? GRD.CHG. 1+76.70 ???MATCHLINE " "SHEETDC411MATCHLINE " "SHEETEC41217' PVMT17' PVMTR5'R5'R5'R5'R5'84 7 . 6 4 R19.5'844.16 844.66 843.98 844.48 0.76% 845.61 845.11 CROSSWALKCROSSWALK> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o oCROSSWALK TV.P.*811811ADGRD.CHG. 0+25.80 844.79 LP 0+00.00 844.68 844.86 844.98474476475477 478479472B435A472A436A3+75846.004+50846.215+25845.675+50 845.51 5+75 845.35 6+25 845.04 6+50 844.88 1+00 845.91 0+50 845.16 0+75 845.542+38845.130+00843.991+00843.932+00844.800+50843.700+75843.721+50844.371+75844.582+25845.02LP0+59.55843.680+25 843.53 0+00.00 843.83 GRD.CHG. 0+08.50 843.66 0+25 843.49 0+50 843.64 0+75 843.95119118 11711613112212112013012912812712412310' ASPHALT PATH 10' ASPHALT PATH 5' SIDEWALK 21' I.E.E.31' D.U.&S.S.E.5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.×××××××××××R14 . 5 'R14.5'R14.5'R1 4 . 5 'R5'R19.5'R1 9 . 5 '8'22'20.36'8' 8'20'20'9'MADELYN DRIVE (Private)STEINBECK PLACE(Private)LAGERFIELD DRIVE(Public)MADELYN DRIVE (Private)142167143165166C.A.#15C.A.#1412612550' R/W 27' PVMT 27' PVMT 50' R/W 17' PVMT×ADA RAMPTO BE INSTALLED-0.60%-0.60%0.87%0.87%-0.77%0.60%1.23% 0.70 % - 1 . 0 6%0.60%0.60%843.72 844.22 843.75 844.25 843.90 844.40 843.98 844.48 844.16 844.66 843.40 843.90 843.55 844.05 843.62 844.12 843.85 844.35 844.25 844.75 844.08 844.58 843.63 844.13845.68846.18845.76846.26845.22845.72845.00845.50845.64846.14845.76846.26845.42845.92845.21845.71845.00845.50845.60846.10845.33845.83844.57845.07843.65844.15843.51844.01843.12843.62843.28843.78843.57844.07843.79844.29844.15844.65843.51844.01843.44843.94845.5 845.3 845.4 845.2 845.2 845.1 845.1 845.0 845.3 845.7 845.5 845.1 845.2 845.1 845.1 845.0 845.1 845.0 845.1 845.0 845.1 845.0 845.1 845.0 845.1 845.0 845.1 845.0 845.1 845.0 845.5 845.2 845.82845.94846.17846.29846.01846.13846.36846.48846.14846.26846.50846.62846.03846.15846.38846.50846.16846.28845.81845.93846.00846.12845.65845.77845.85845.97845.49845.61845.69 845.81 845.33 845.45 845.53 845.65 845.18 845.30 845.37 845.49 845.02 845.14 845.22 845.34 844.86 844.98 845.06 845.18 844.70 844.82 845.02 845.14 844.97 845.09 844.61 844.73 845.33 845.45 844.98 845.10 845.71 845.83 845.36 845.48 846.09 846.21 845.74 845.86 84 3 . 7 2 844 . 2 2 843.46 843.96 843.41843.91843.51844.01843.67 844.17 TEMPLETON DRIVE (Public) LP 0+02.48 843.41 GRD.CHG. 0+50.00 ??? 0.42% 0. 4 2% 844 . 1 2 84 4 . 6 2 844.86 845.36 4+00846.195+00845.836+00 845.20 7+00 844.70 GRD.CHG.4+75.00845.98GRD.CHG. 6+70.39 844.75 GRD.CHG. 6+80.39 844.96 GRD.CHG. 6+90.39 844.75 HP4+26.57846.32844.51 844.63844.13844.63844.51 845.01-3.03%-3.03%H.P.R5 '844.16844.66R5'- 1 . 47% 0.70% 84 4 . 7 6 84 5 . 2 6 H. P .0.87%R5'H. P . MATCHLINE " " SHEET C C410 MATCHLINE " "SHEETDC411SECTION 3SECTION 22.08%20.36'R5' R5'R5'R5'EX.845.01845.51844.16 844.66 843.98 844.48 EX.844.78 844.66 845.34844.84844.62 844.50 843.97843.47843.77843.27843.58843.08843.81 843.31 DATE MARK REVISIONS BY CERTIFIED:S & A JOB NO.SHEET NO.DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT. S T O E P P E L W E R T H A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505 phone: 317.849.5935 fax: 317.849.5942 INTERSECTION DETAILS C414 1" = 20 FT65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADGJSL CLAY TOWNSHIP HAMILTON COUNTY, INDIANA 03/20/2019 D PI TE SGEEOTSRPRTEWLEDEHVA DI R J .ADNINAIEEGNI RENOILANSFEPROSTATE OFSFile Name:S:\65840BKM-S3\DWG\C411 Intersection Details.dwg - C414Modified / By:September 14, 2020 3:56:05 PM / aguyonPlotted / By:October 6, 2020 9:09:02 AM / Andre Guyon GRAMERCY WEST REVISED PER TAC COMMENTS ADG05/08/19 REVISED PER TAC COMMENTS ADG09/27/19 REVISED PER CLIENT COMMENTS DSM10/16/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/12/19 REVISED PER CITY OF CARMEL COMMENTS DSM12/30/19 REVISED PER CLIENT COMMENTS DSM01/13/20 REVISED SWALE PER CARMEL COMMENTS DSM04/16/20 RAISED SITE 0.80 FT FOR DIRT BALANCE ADG09/24/20×DENOTES ADA RAMPTO BE INSTALLEDDENOTES 1-1/2" DEPRESSEDCURB AND GUTTERLEGENDDENOTES 6" CHAIRBACKCURB AND GUTTER * *S816 807 GRD.CHG.3+76.88850.11511 499496 501 495 500 493 492 457 491 0+00854.671+00854.320+25854.750+50854.620+75854.471+25854.171+50854.035+89854.673+00848.954+00850.645+00852.913+25849.323+50849.704+25851.204+50851.774+75852.345+25853.475+50854.045+75854.52HP0+20.37854.750+00849.301+00850.732+00851.423+00852.100+25849.780+50850.270+75850.561+25850.901+50851.081+75851.252+25851.592+50851.762+75851.931+00 849.55 0+50 848.50 0+75 849.03 GRD.CHG. 0+26.25 848.00 GRD.CHG. 0+32.25 848.12 GRD.CHG. 1+16.50 849.90 3+00847.113+25847.503+50847.893+75848.674+25849.944+50850.194+75850.455+25850.965+50851.211+00852.010+25851.560+75851.861+25852.161+50852.31-0+07.61848.900+00848.962+00850.963+00851.990+25849.160+50849.410+75849.671+25850.181+50850.441+75850.702+50851.472+75851.73GRD.CHG.0+25.00???10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK91.5' R/W 91.5' R/W5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 21' I.E.E. 20' I.E.E. 21' I.E.E.21' I.E.E.21' I.E.E. × × × × ×× × × × × R24.5'R 1 4 . 5 ' R5'R5'R14.5'R24.5' R19.5'R5' R19.5' 8'9'20' 8'22'8'22'8'22'8'22'8'22'22'8'ASTOR LANE(Private)ASTOR LANE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)POWELL WAY (Private)MADELYN DRIVE(Private)MADELYN DRIVE158 157 147 150 149 148 155 154 153 152 151 156 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 177 176 175 174 173 172 171 170 169 168 178 219 220 221 222 223 224 225 226 C.A.#19 C.A.#17 C.A.#18 C.A.#16 17' PVMT 17' PVMT 17' PVMT 17' PVMT ×ADA RAMP TO BE INSTALLED 10'15'10'15'HP3+14.48852.15GRD.CHG.0+59.88850.46-1.22%1.55%1.55%3.76%1.02%1.02%1.02%0.60%0.60%0.60%847.02847.52847.02847.52847.43847.93849.60850.10850.20850.70850.45850.95850.71851.21850.33850.83849.46849.96851.22851.72851.47851.97851.67852.17851.82852.32852.12852.62852.27852.77852.42852.92852.57853.07852.08852.58851.87852.37851.76852.26851.81852.31851.88852.38851.15851.65850.92851.42850.82851.32850.82851.32850.73851.23847.37847.87849.84850.34850.10850.60850.35850.85850.63851.13850.87851.37851.12851.62851.32851.82851.47851.97851.63852.13851.77852.27851.92852.42852.07852.57852.19852.69849.06849.56849.42849.92849.32849.82849.58850.08849.83850.33850.09850.59850.35850.85850.61851.11850.86851.36851.12851.62851.38851.88851.63852.13851.89852.39849.67850.17849.93850.43850.02850.52850.44850.94850.70851.20850.96851.46851.24851.74851.73852.23851.99852.49852.25852.75851.58852.08851.34851.84851.24851.74851.15851.65850.35850.85850.12850.62850.02850.52849.93850.43849.22849.72848.87849.37852.02852.52852.6852.4852.5852.3852.4852.2852.3852.1852.2852.1851.9851.8851.4851.3851.0850.9850.3850.2849.6849.5849.0848.9848.7848.6848.4848.3848.2848.0847.7847.6847.1847.0847.1847.0846.8846.7849.12849.24848.77848.89849.50849.62849.15849.27849.55849.67851.38851.50851.03851.15851.95852.07851.59851.71852.51852.63852.16852.28853.08853.20852.73852.85853.65853.77853.30853.42854.22854.34853.86853.98854.69854.81854.34854.46854.85854.97854.49854.61854.93855.05854.58854.70854.93855.05854.57854.69854.80854.92854.44854.56854.65854.77854.29854.41854.50854.62854.14854.26854.35854.47853.99854.11854.20854.32853.85853.97849.72849.84850.36850.86851.49851.99851.34851.84850.82851.32849.61849.73849.96850.08849.12849.24849.48849.60850.09850.21850.45850.57850.39850.51850.74850.86850.56850.68850.91851.03850.73850.85851.08851.20850.90851.02851.25851.37851.07851.19851.42851.54851.24851.36851.59851.71851.41851.53851.76851.88851.58851.70851.94852.06851.75851.87852.11852.23851.92852.04852.28852.40851.97852.09852.32852.44849.20 849.32 848.85 848.97 849.76 849.88 848.30 848.42 848.59 848.71851.12851.24848.77849.27848.99849.49849.20849.70GRD.CHG.4+02.37849.70GRD.CHG.3+57.13???MATCHLINE " " SHEET E C411 MATCHLINE " " SHEET F C413 SECTION 4 SECTION 3 R5' 84 8 . 4 4 84 8 . 9 4 EX.847.91848.41848.03 848.53 847.75 848.25848.88849.38847.14847.64848.0 5 848.1 7 847 .7 2 84 8 . 22 847.59 848.09 847.59 848.09 EX. EX. EX. 848.79 848.91 R1 9 . 5 ' -1.68%0.70%0.70%-1.66% -1 . 6 6 % - 6 . 93% -6.93% 0.76%0.76%850.50850.62R5' R5'R5'R5' R5'851.05851.55EX.EX.EX.EX.R5'R5' R5'R5'R5 '850.75850.25849.95849.45852.35851.85851.94851.44849.86849.74849.52 849.40 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942INTERSECTION DETAILSC415 1" = 20 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C411 Intersection Details.dwg - C415Modified / By:September 14, 2020 3:56:05 PM / aguyonPlotted / By:October 6, 2020 9:09:12 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20× DENOTES ADA RAMP TO BE INSTALLED DENOTES 1-1/2" DEPRESSED CURB AND GUTTER LEGEND DENOTES 6" CHAIRBACK CURB AND GUTTER CROSSWALKCROSSWALK CROSSWALKCROSSWALK CROSSWALK CROSSWALK> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o oCROSSWALK 853.94853.52 T.P.853.38853.1 8 853.23853. 26 853.04852.53851.72851.73851.73851.32851.51852.1 4 4099 852.63 TR3 852.60T.P.4105 852.47 TR3851.66851.84852. 40 852.56852.60852.60852.61853.09853.10853. 06 R40R20X3 R24 R30 R18R30 R20R24R24R24X2R36R12X2 R48R24_PINER18_PINER8X5_MAPLER6R8X4R6X6R6X2R8 R8X2R8X2R6CLUSTERR6CLUSTERR24822 820 821 819 818 817 510 509 507 504 506 503 513 508 514 502A 498 497 502B 518 502 417 517 5124+22854.993+00853.514+00854.531+25854.171+50854.031+75854.022+25853.962+50853.812+75853.663+50853.60GRD.CHG.1+85.50854.08GRD.CHG.2+05.50854.08LP1+63.15854.00LP3+20.32853.434+02851.793+00852.103+50851.875+09 855.44 0+00851.791+00852.502+0 0 853 . 3 4 4+00 854.79 5+00 855.39 0+25851.870+50852.080+75852.291+25852.711+50852.921+ 7 5 8 5 3 . 13 2+25 853.55 2+50 853.76 2+75 853.97 3+25 854.34 3+50 854.49 3+75 854.64 4+25 854.94 4+50 855.09 4+75 855.24 GRD.CHG. 3+02.19 854.20 L.P.0+07.00851.721+25852.161+50852.311+75852.46GRD.CHG.1+85.50852.523+00851.992+75851.733+25852.24GRD.CHG.3+52.13852.521+89 852.63 0+00 850.92 1+00 852.45 0+25 851.18 0+50 851.78 0+75 852.20 1+25 852.69 1+75 852.66 2+35 ??? 0+00 853.14 1+00 854.19 2+00 ??? 0+50 854.09 0+75 854.28 1+50 853.78 1+75 854.09 2+25 ??? HP 0+79.75 854.28 LP 1+47.19 ??? GRD.CHG. 0+62.50 852.08 HP 1+46.21 852.78 GRD.CHG. 1+62.70 ??? LP 1+89.00 ???10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 50' R/W50' R/W5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 31' D.U.&S.S.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E. 21' I.E.E. 21' I.E.E. × × × × × × × × × × × × × × ×× R14.5'R14.5 ' R1 9 . 5 ' R19.5' R 1 9 . 5 ' R14.5' R14 . 5 'R14.5'R14.5 ' R5'R5' R19.5'R14.5 'R14.5'R3' R15' R5' R 3 5 '8'20'8'20'20'9'8'20'8'20'20'9' GILDER DRIVE (Private)ASTOR LANE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)BARRYMORE DRIVE (Public) BARRYMORE DRIVE (Public)MADELYN DRIVE(Private)MADELYN DRIVE(Private)192 193 169 168 204205206207208209210211212213214215 217 230 231 232 233 234 235 236 219 229 238 237 195 196 197 198 225 226 228 216 199 200 201 202 203 C.A.#20 C.A.#23 C.A.#22 C.A.#21107 L.F. SWALE @ 1.00%107 L.F. SWALE @ 1.00%51 L.F. SWALE @ 1.00%218 227 194239 27' PVMTGRD.CHG.3+73.88851.90GRD.CHG.3+90.88851.90HP3+14.48852.15L.P.3+59.37851.76-2.21% 2. 3 8%1.00%-1.22%0.98%2.43% 4.55%-1.93 %0.84%-1.00%0. 7 0%0.70%2.08%0.60%0.60%852.42852.92852.57853.07852.60853.10851.72852.22852.07852.57852.19852.69851.63852.13851.89852.39851.99852.49852.25852.75852.47852.97852.38852.88852.02852.52854.27 854.77 854.27 854.77 854.00 854.50 854.00 854.50 853.62 854.12 853.41 853.91 853.73 854.23 853.52 854.02 853.97 854.47 853.97 854.47 853.97 854.47 853.97 854.47 853.54 854.04 853.33 853.83 853.03 853.53 853.08 853.58 852.52 853.02 852.31 852.81 852.27 852.77 852.07 852.57 851.01 851.51 850.80 851.30 853.88 854.38 853.72 854.22 853.69 854.19 852.35 852.85 851.79 852.29 850.96 851.46 850.98 851.48 851.30 851.80 852.15 852.65 852.61 853.11 852.07 852.57 852.17 852.67 852.84 853.34852.6852.7853.2852.1852.2851.9852.0851.9852.0851.9852.0851.9852.0851.9852.0851.9852.0851.9852.0851.9852.0852.3852.4853.0853.0853.4852.9852.7852.5852.6852.4852.5852.3852.1852.7853.0852.5851.7851.1851.4852.2851.9851.4851.6854.35854.47853.99854.11854.20854.32853.85853.97854.18854.30854.14854.26853.78853.90853.99854.11853.63853.75853.84853.96853.48853.60853.69853.81853.33853.45853.61853.73853.26853.38853.78853.90853.43853.55854.22854.34853.87853.99851.92852.04852.28852.40851.97852.09852.32852.44851.70851.82852.05852.17851.96852.46851.92852.04851.69851.81852.05852.17851.90852.02852.26852.38852.11852.23852.47852.59852.32852.44852.68852.80852.53852.65853.10853.22854.51 854.63 854.16 854.28 854.66 854.78 854.31 854.43 854.38 854.50 854.02 854.14 854.15 854.27 853.79 853.91 853.94 854.06 853.58 853.70 854.81 854.93 854.46 854.58 854.96 855.08 855.11 855.23 855.17 855.29 855.26 855.38 855.41 855.53 855.56 855.68 855.62856.12854.54 854.66855.27855.77853.37 853.49 853.73 853.85 853 . 1 6 853 . 2 8 85 3 . 5 2 85 3 . 6 4 852.74852.86852.89853.018 5 2 . 9 5 8 5 3 . 0 7 85 3 . 31 85 3 . 43854.64854.76854.74 855.24 854.58 855.08 854.16854.28853.81853.93851.35 851.85 8 5 1 . 6 1 85 2 . 1 1 851.35851.85854.92855.42855.07855.57MATCHLINE " " SHEET F C412 SECTION 4 SECTION 3 852.31852.8185 2 . 1 4 852.64852.41852.91852.49 852.99???0.66%0.84%2.02%2.09%0.51%-0.60%-0.60%0.98%H.P.H.P.852.45852.95851.97 852.47 851.98 852.48 852.55853.05852.93 853.43 0. 7 0% -1.57 % H.P. H. P . 1. 8 2% 852 . 8 3 853 . 3 3 0.74%852.64853.14 854.89 855.39 8 5 4 . 7 6 8 5 4 . 8 8 85 4 . 0 2 85 4 . 5 2 854.24854.74854.19854.69853.83854.33851.80852.304.55%1.82% 85 4 . 2 5 85 4 . 7 5 854.05854.551.15%1.15% 1. 3 4 %1.34%-2.6 7 %1.88%1.93%0.70%-2.17%-0.70 %-0.70%0.70% R5'R5'R5'R5'R5'R5'R5' EX. EX. R 5 'R5'852.37 851.87 852.50 852.00 852.10851.60851.05 850.55 853.51 853.01 854.04 853.54 854.25 853.75 854.98 854.48 852.47852.35854.20854.08853.37853.25853.93853.81851.65851.53852.43 851.93 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942INTERSECTION DETAILSC416 1" = 20 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P RTE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS F EPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C411 Intersection Details.dwg - C416Modified / By:September 14, 2020 3:56:05 PM / aguyonPlotted / By:October 6, 2020 9:09:23 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20× DENOTES ADA RAMP TO BE INSTALLED DENOTES 1-1/2" DEPRESSED CURB AND GUTTER LEGEND DENOTES 6" CHAIRBACK CURB AND GUTTER DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942PAVING POLICYC414 Know what's below. before you dig.Call R 1)General A)The work subject to the requirements of this policy shall include the production, hauling/delivery, spreading, finishing, compaction and other work necessary to prepare foundations, install aggregate bases and install one or more courses of base, intermediate, or surface hot mix asphalt mixtures within existing or proposed right-of-way for roadways, auxiliary lanes and asphalt multi-use paths. B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed herein, or variances are granted. D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G)All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H)For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: a)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. I)Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J)Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K)Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. 2)Foundation A)General i)This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. B)Excavation and Embankment i)Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii)Excavations (1)After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2)Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii)Embankments (1)Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2)All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3)Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4)Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5)Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. A)Soil Subgrades i)Subgrades shall be prepared only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii)The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii)The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv)Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt pavements are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. v)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of the Aggregate Base. A)Existing Pavement i)Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. ii)Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications. iii)Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. iv)Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. The Contractor shall be responsible for payment of these liquidated damages. 2)Aggregate Bases A)General i)This work shall consist of placing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii)The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv)The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v)Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. B)Temperature and Seasonal Limitations i)The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii)Frozen material shall not be placed. iii)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C)Preparation i)The prepared foundation shall be free from objectionable or foreign materials at the time of placement. ii)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D)Spreading and Finishing i)The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii)Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 3)Asphalt Pavement A)General i)This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications. ii)HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. iii)Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. iv)Equipment for HMA operations, including but not limited to production, hauling/transportation, laydown, compaction and miscellaneous/ancillary activity shall be in accordance with Section 409 of the Standard Specifications. v)Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the same paving season. vi)Widening operations shall comply with the following: (1)The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section. (2)The existing pavement adjacent to the widening area shall be sawcut to a clean edge. (3)The subgrade in the widened area shall be compacted in accordance with this policy. (4)Widening mixtures shall comply with the pavement section indicated on the approved construction documents. (5)Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. A)Preparation i)The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operations commence. ii)All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. iii)Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. iv)Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v)Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. vi)Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement. vii)Tack Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. B) Weather and Seasonal Limitations i)HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 45°F (7°C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for low temperature compaction allowed by Section 402.16 of the Standard Specifications. ii)No mixture shall be placed on a frozen subgrade. iii)Under no circumstances shall HMA mixtures be placed between December 15 and March 30. iv)If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowed up to December 15, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v)If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi)The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard HMA placement, spreading and finishing. C)Spreading and Finishing i)HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment in accordance with Section 409.03(c) of the Standard Specifications. ii)Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. iii)All areas showing an excess or deficiency of binder shall be removed and replaced. iv)All HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall be removed and replaced. D)Joints i)Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. E)Compaction i)The HMA mixture shall be compacted with equipment in accordance with Section 409.03(d) of the Standard Specifications immediately after the mixture has been spread and finished. ii)Rollers shall not cause undue displacement, cracking, or shoving. 2)Inspections A)All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B)The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing any work subject to the standards established by this policy. C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48-hours in advance of such proofrolls. D)Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. E)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thicknesses of all courses must equal or exceed the minimum prescribed by the approved construction documents, and no single core shall show a deficiency greater than one half inch (1/2") in any course or total thickness from the pavement section indicated on the approved construction documents. F)Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. G)Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. H)If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. I)Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 3)Acceptance A)Before acceptance of any phase of construction, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents B)The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. (1) 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P RTE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C414 Paving & Concrete Curb Policies.dwg - C414Modified / By:February 26, 2019 12:04:13 PM / aguyonPlotted / By:October 17, 2019 1:07:24 PM / Darren MetzAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942CONCRETE CURB POLICYC415 1)General A)The work subject to the requirements of this policy shall include the production, hauling/delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right-of-way. B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G)All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H)For the proposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. I)Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J)Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K)Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. L)At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right-of-way shall be determined at the pre-construction meeting. M)Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N)Under no circumstances shall material other than Portland Cement meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. O)Under no circumstances shall extrude type curb be installed with the corporate limits of the City of Carmel. 2)Foundation A)General i) This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specificaitons. ii) The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B)Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1)Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope Stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. C)Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proof roll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proof roll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3)Aggregate Bases A) General i) This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standards Specifications. iii) The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C)Preparation i) The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Concrete Curb A)General i) This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. ii) Concrete curb shall be constructed on prepared soil subgrades of Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. iii) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. iv) Equipment utilized for concrete curbing installation work, including but not limited to production, hauling/delivery, placing, installation, jointing, curing, finishing and miscellaneous/ancillary activity shall be in accordance with Section 508 of the Standard Specifications. v) Concrete production, mixing and hauling/delivery shall be in accordance with Section 502.10 of the Standard Specifications. vi) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the same paving season. B)Preparation i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. C)Weather and Seasonal Limitations i) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications. There shall be no provision for installation below the temperatures specified. ii) No mixture shall be placed on a frozen subgrade or Aggregate Base. iii) Under no circumstances shall concrete curb be placed between December 15 and March 30. iv) If a soil subgrade or Aggregate Base over which concrete curb is to place, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D)Placement i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. ii) Curb machines may be utilized in accordance with Section 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. iii) Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv) Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E)Joints i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. ii) Joints shall be installed at intervals of 10-feet or less; 5-foot or less along radii. Joints in integral curb and sidewalks shall be located at the same location as the joints in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of ½-inch. iii) Preformed expansion joints shall be placed at intervals of 50-feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the same location as the expansion joints in the adjoining sidewalk. A)Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. ii) Curing compound shall be applied to all exposed surfaces on slip-formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. iii) The concrete curb shall be allowed to cure for a minimum of 5-days prior to commencing backfilling operations adjacent to the concrete curbing. B)Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications onlyt he concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5) Inspections A)All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B)The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing any work subject to the standards established by this policy. C)The Contractor shall schedule proof rolls with the Engineer a minimum of 48-hours in advance of such proof rolls. D)The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E)Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. F)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G)Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H)Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. I)If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J)Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6)Acceptance A)Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B)The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P RTE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C414 Paving & Concrete Curb Policies.dwg - C415Modified / By:February 26, 2019 12:04:13 PM / aguyonPlotted / By:October 17, 2019 1:07:30 PM / Darren MetzAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942PAVING POLICYC417 Know what's below. before you dig.Call R 1)General A)The work subject to the requirements of this policy shall include the production, hauling/delivery, spreading, finishing, compaction and other work necessary to prepare foundations, install aggregate bases and install one or more courses of base, intermediate, or surface hot mix asphalt mixtures within existing or proposed right-of-way for roadways, auxiliary lanes and asphalt multi-use paths. B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed herein, or variances are granted. D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G)All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H)For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: a)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. I)Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J)Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K)Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. 2)Foundation A)General i)This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. B)Excavation and Embankment i)Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii)Excavations (1)After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2)Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii)Embankments (1)Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2)All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3)Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4)Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5)Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. A)Soil Subgrades i)Subgrades shall be prepared only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii)The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii)The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv)Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt pavements are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. v)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of the Aggregate Base. A)Existing Pavement i)Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. ii)Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications. iii)Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. iv)Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. The Contractor shall be responsible for payment of these liquidated damages. 2)Aggregate Bases A)General i)This work shall consist of placing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii)The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv)The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v)Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. B)Temperature and Seasonal Limitations i)The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii)Frozen material shall not be placed. iii)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C)Preparation i)The prepared foundation shall be free from objectionable or foreign materials at the time of placement. ii)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D)Spreading and Finishing i)The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii)Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 3)Asphalt Pavement A)General i)This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications. ii)HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. iii)Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. iv)Equipment for HMA operations, including but not limited to production, hauling/transportation, laydown, compaction and miscellaneous/ancillary activity shall be in accordance with Section 409 of the Standard Specifications. v)Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the same paving season. vi)Widening operations shall comply with the following: (1)The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section. (2)The existing pavement adjacent to the widening area shall be sawcut to a clean edge. (3)The subgrade in the widened area shall be compacted in accordance with this policy. (4)Widening mixtures shall comply with the pavement section indicated on the approved construction documents. (5)Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. A)Preparation i)The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operations commence. ii)All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. iii)Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. iv)Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v)Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. vi)Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement. vii)Tack Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. B) Weather and Seasonal Limitations i)HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 45°F (7°C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for low temperature compaction allowed by Section 402.16 of the Standard Specifications. ii)No mixture shall be placed on a frozen subgrade. iii)Under no circumstances shall HMA mixtures be placed between December 15 and March 30. iv)If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowed up to December 15, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v)If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi)The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard HMA placement, spreading and finishing. C)Spreading and Finishing i)HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment in accordance with Section 409.03(c) of the Standard Specifications. ii)Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. iii)All areas showing an excess or deficiency of binder shall be removed and replaced. iv)All HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall be removed and replaced. D)Joints i)Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. E)Compaction i)The HMA mixture shall be compacted with equipment in accordance with Section 409.03(d) of the Standard Specifications immediately after the mixture has been spread and finished. ii)Rollers shall not cause undue displacement, cracking, or shoving. 2)Inspections A)All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B)The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing any work subject to the standards established by this policy. C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48-hours in advance of such proofrolls. D)Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. E)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thicknesses of all courses must equal or exceed the minimum prescribed by the approved construction documents, and no single core shall show a deficiency greater than one half inch (1/2") in any course or total thickness from the pavement section indicated on the approved construction documents. F)Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. G)Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. H)If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. I)Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 3)Acceptance A)Before acceptance of any phase of construction, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents B)The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. (1) 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P RTE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C417 Paving & Concrete Curb Policies.dwg - C417Modified / By:October 23, 2019 7:05:00 AM / dmetzPlotted / By:October 6, 2020 9:09:32 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942CONCRETE CURB POLICYC418 1)General A)The work subject to the requirements of this policy shall include the production, hauling/delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right-of-way. B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, or variances are granted. D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G)All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H)For the proposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. I)Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J)Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K)Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. L)At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right-of-way shall be determined at the pre-construction meeting. M)Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N)Under no circumstances shall material other than Portland Cement meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City of Carmel. O)Under no circumstances shall extrude type curb be installed with the corporate limits of the City of Carmel. 2)Foundation A)General i) This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specificaitons. ii) The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy. B)Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1)Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any pronounced depressions within the slope Stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. C)Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proof roll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proof roll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3)Aggregate Bases A) General i) This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standards Specifications. iii) The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C)Preparation i) The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Concrete Curb A)General i) This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. ii) Concrete curb shall be constructed on prepared soil subgrades of Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. iii) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. iv) Equipment utilized for concrete curbing installation work, including but not limited to production, hauling/delivery, placing, installation, jointing, curing, finishing and miscellaneous/ancillary activity shall be in accordance with Section 508 of the Standard Specifications. v) Concrete production, mixing and hauling/delivery shall be in accordance with Section 502.10 of the Standard Specifications. vi) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the same paving season. B)Preparation i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. C)Weather and Seasonal Limitations i) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications. There shall be no provision for installation below the temperatures specified. ii) No mixture shall be placed on a frozen subgrade or Aggregate Base. iii) Under no circumstances shall concrete curb be placed between December 15 and March 30. iv) If a soil subgrade or Aggregate Base over which concrete curb is to place, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard concrete curb placement, curing and finishing. D)Placement i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. ii) Curb machines may be utilized in accordance with Section 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. iii) Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv) Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E)Joints i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. ii) Joints shall be installed at intervals of 10-feet or less; 5-foot or less along radii. Joints in integral curb and sidewalks shall be located at the same location as the joints in the adjoining sidewalk. Joints may be sawed or tooled to a minimum depth of ½-inch. iii) Preformed expansion joints shall be placed at intervals of 50-feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb and sidewalks shall be located at the same location as the expansion joints in the adjoining sidewalk. A)Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. ii) Curing compound shall be applied to all exposed surfaces on slip-formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed. iii) The concrete curb shall be allowed to cure for a minimum of 5-days prior to commencing backfilling operations adjacent to the concrete curbing. B)Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications onlyt he concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5) Inspections A)All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B)The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing any work subject to the standards established by this policy. C)The Contractor shall schedule proof rolls with the Engineer a minimum of 48-hours in advance of such proof rolls. D)The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E)Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. F)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G)Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H)Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. I)If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costs from any monies due or to become due. J)Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6)Acceptance A)Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents. B)The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P RTE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C417 Paving & Concrete Curb Policies.dwg - C418Modified / By:October 23, 2019 7:05:00 AM / dmetzPlotted / By:October 6, 2020 9:09:33 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 * * ** ** ** * * * * * ** PVMT PVMT PVMT PVMTMADELYN DRIVE(Private)40' SETBACK 21' I.E.E. 31' D.U.&S.S.E.5' BL5' BL10' D.&.U.E.5' BL5' BL 5' B.L. & U.E.5' B.L.21' I.E.E. 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E. 21' I.E.E.21' I.E.E.21' I.E.E.21' I.E.E. 21' I.E. E.21' I.E.E.VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. & B.M.P.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E.50' R/W46' R/W 5' B.L.5' B.L.10' B.L.5' BL VAR. D.U.& L.M.A.E.& P.A.E.10' D.&.U.E.10' D.&.U.E.5' BL5' BL5' BL1 4 ' B . L . 5' BL 31' D.U.& S.S. E. VAR. D.U.& L.M.A.E.&P.A.E.& B.M.P.E. 40' SETBACK 10' B.L.VAR. B.L.1 0 ' B . L . 10' P.A.E.10' P.A.E.10' P.A.E.10' P.A.E.10' P.A.E.10' P.A.E.5' D.&U.E. 5' D.&U.E. 5' BL 10' D.&.U.E.10' D.&.U.E.10' D.&.U.E.10' D.&.U.E.10' D.&.U.E.15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.5' BL 5' BL5' B L 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' B L 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL5' BL5' BL5' BL5' BL5' B L5' BL5' BL 5' B L5' BL15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.10' D.&.U.E.5.5' P.A.E.VAR. S.L.E.10'10'10'10' VAR. S.L.E. VAR. S.L.E.10'15'10'15'10'VAR. S.L.E. CROSSWALK CROSSWALK > o o o > o o o > o o o > o o o > o o o > o o o > o o oWWWWWWWWWWWWWWWWWW W W W W WWWWWWWWWW WWWWWWWWS D > o o o > o o o> o o o > o o o> o o o> o o o> o o o> o o o> o o o> o o o> o o o39 L.F.-6" WYE + LAT STA. 5+98 88 44 L.F.-6" WYE + LAT STA. 5+77 87 48 L.F.-6" WYE + LAT STA. 5+49 86 48 L.F.-6" WYE + LAT STA. 5+15 85 54 L.F.-6" WYE + LAT STA. 4+85 84 41 L.F.-6" WYE + LAT STA. 4+62 83 38 L.F.-6" WYE + LAT STA. 4+41 8237 L.F.-6" WYE + LAT STA. 4+13 81 32 L.F.-6" WYE + LAT STA. 3+84 80 25 L.F.-6" WYE + LAT STA. 3+56 79 28 L.F.-6" WYE + LAT STA. 3+04 89 18 L.F.-6" WYE + LAT STA. 2+94 90 16 L.F.-6" WYE + LAT STA. 2+81 91 15 L.F.-6" WYE + LAT STA. 2+49 92 16 L.F.-6" WYE + LAT STA. 2+30 93 15 L.F.-6" WYE + LAT STA. 2+12 94 15 L.F.-6" WYE + LAT STA. 1+80 95 15 L.F.-6" WYE + LAT STA. 1+61 96 15 L.F.-6" WYE + LAT STA. 1+43 97 15 L.F.-6" WYE + LAT STA. 1+11 98 16 L.F.-6" WYE + LAT STA. 0+92 99 15 L.F.-6" WYE + LAT STA. 0+74 100 16 L.F.-6" WYE + LAT STA. 2+34 78 16 L.F.-6" WYE + LAT STA. 2+06 77 16 L.F.-6" WYE + LAT STA. 1+77 76 16 L.F.-6" WYE + LAT STA. 1+48 75 16 L.F.-6" WYE + LAT STA. 1+19 74 16 L.F.-6" WYE + LAT STA. 0+91 73 16 L.F.-6" WYE + LAT STA. 0+62 72 16 L.F.-6" WYE + LAT STA. 0+33 71 16 L.F.-6" WYE + LAT STA. 0+07 70 EXTEND EX. LAT. 8 L.F. EX. 141 EXTEND EX. LAT. 8 L.F. EX. 140 EXTEND EX. LAT. 8 L.F. EX. 139 EXTEND EX. LAT. 8 L.F. EX. 138 EXTEND EX. LAT. 8 L.F. EX. 137 EXTEND EX. LAT. 8 L.F. EX. 136 EXTEND EX. LAT. 7 L.F. EX. 101 EXTEND EX. LAT. 7 L.F. EX. 102 EXTEND EX. LAT. 7 L.F. EX. 103 EXTEND EX. LAT. 7 L.F. EX. 104 EXTEND EX. LAT. 7 L.F. EX. 105 EXTEND EX. LAT. 7 L.F. EX. 106 EXTEND EX. LAT. 7 L.F. EX. 107 EXTEND EX. LAT. 7 L.F. EX. 108 EXTEND EX. LAT. 7 L.F. EX. 109 EXTEND EX. LAT. 7 L.F. EX. 110 EXTEND EX. LAT. 8 L.F. EX. 135 EXTEND EX. LAT. 8 L.F. EX. 134 EXTEND EX. LAT. 7 L.F. EX. 133 EXTEND EX. LAT. 7 L.F. EX. 132 15 L.F.-6" WYE + LAT STA. 0+04 111 15 L.F.-6" WYE + LAT STA. 0+23 112 16 L.F.-6" WYE + LAT STA. 0+55 113 15 L.F.-6" WYE + LAT STA. 0+73 114 15 L.F.-6" WYE + LAT STA. 0+92 115 16 L.F.-6" WYE + LAT STA. 1+17 131 15 L.F.-6" WYE + LAT STA. 1+24 116 15 L.F.-6" WYE + LAT STA. 1+42 117 15 L.F.-6" WYE + LAT STA. 1+46 130 15 L.F.-6" WYE + LAT STA. 1+61 118 16 L.F.-6" WYE + LAT STA. 1+75 129 16 L.F.-6" WYE + LAT STA. 1+93 119 16 L.F.-6" WYE + LAT STA. 2+01 128 16 L.F.-6" WYE + LAT STA. 2+10 120 22 L.F.-6" WYE + LAT STA. 2+20 12142 L.F.-6" WYE + LAT STA. 2+36 122 22 L.F.-6" WYE + LAT STA. 2+64 123 18 L.F.-6" WYE + LAT STA. 2+97 124 16 L.F.-6" WYE + LAT STA. 3+54 127 18 L.F.-6" WYE + LAT STA. 3+60 125 16 L.F.-6" WYE + LAT STA. 3+80 126 18 L.F.-6" WYE + LAT STA. 4+72 142 18 L.F.-6" WYE + LAT STA. 5+24 143 16 L.F.-6" WYE + LAT STA. 4+73 167 16 L.F.-6" WYE + LAT STA. 5+68 16 L.F.-6" WYE + LAT STA. 5+36 165 16 L.F.-6" WYE + LAT STA. 5+04 166 5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.40' SETBACK MADELYN DRIVE(Private)STEINBECK PLACE (Private) STEINBECK PLACE (Private)ASTOR LANE(Private)LAGERFIELD DRIVE (Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)VALENTINE DRIVE(Private)31' D.U.&S.S.E.VAL ENTI NEDRI VE( P r i v a t e ) 21' I.E.E.B-B 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E. 21' I.E.E. B-B 21' I.E.E.B-B21' I.E.E.B-B21' I.E.E. B-B 21' I.E.E . B-B 21' I.E.E. B-B W W W W W> o o o> o o o> o o o> o o o> o o o> o o o209' L.F. 6" SSDRISER T.C.=845.8 RISER T.C.=846.0 843842841840839838837836W W 21' I.E.E.B-B 20'B-B 20' (TYP.)9'(TYP.)20'(TYP.)9'(TYP. ) 20' (TYP. ) 9' ( TYP . )30'B-B8'(TYP.)8'(TYP.)20'(TYP.)9' (TYP.) SECTION 3 SECTION 2 469A 474 476 475 481 477 487A 478 479 482 483 472B 472A 435A 436A 485 486 487 469 488 486A 488A 489 484 485A 485B 478A T.C.=844.69 T.C.=844.05 T.C.=846.02 T.C.=845.65 T.C.=843.00 T.C.=842.80CROSSWALKMANHOLE #815 STA. 6+03 MANHOLE #814 STA. 4+56 MANHOLE #813 STA. 2+99 MANHOLE #804A STA. 0+00 EX. MANHOLE #805 STA. 0+00 MANHOLE #811 STA. 2+15 MANHOLE #811A STA. 2+69 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942SANITARY SEWER PLAN & PROFILEC500 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C500 Sanitary Plan and Profile.dwg - C500Modified / By:December 12, 2019 9:00:58 AM / dmetzPlotted / By:October 6, 2020 9:10:35 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 1" = 50 FT NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES. THE EXTERIORS OF ALL MANHOLES NEED TO BE COATED PER CLAY TOWNSHIP REGIONAL WASTE STANDARDS. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. INSTALL A TRACER WIRE WITH ALL SERVICE CONNECTIONS. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 3.0 FEET. REFER TO THIS SHEET FOR SANITARY TRENCH DETAIL WITHIN CITY RIGHT-OF-WAY. CONNECTIONS TO EXISTING SANITARY SEWER SHALL BE PROPERLY SEALED, CORED-DRILLED INSTALLATIONS. LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) Ù ADA RAMP TO BE INSTALLED FULL DEPTH GRANULAR BACKFILL (SEE DETAIL ON SHEET C800) 870 S 848.0 870 W > o o oNOTE: ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS OR MINUS ONE TENTH (O.1') OF A FOOT OF DESIGN GRADE, AND ARE TO BE ESTABLISHED UTILIZING 1-4" RISER RING, NO MORE NO LESS, ON EACH STRUCTURE. * * ** ** 64 65 67 68 69 Lot 90 70 71 72 73 74 MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)40' SETBACK 40' SETBACK VAR. D.U. &L.M.A.E. VAR. D.U. &L.M.A.E. VAR. D.U. &L.M.A.E.& P.A.E. 21' I.E.E. 31' D.U.&S.S.E.50' R/W46' R/W 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 21' I.E.E. 21' I.E.E.21' I.E.E.21' I.E.E.ASTOR LANE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)10' D.&.U.E.21' I.E.E.5' BL5' BL5' BL5' BL5' BL5' BL5' B.L.5' B.L.10' D.&.U.E.10' D.&.U.E.5' B.L. & U.E.5' BL5' BL5' BL5' BLVAR. B.L. VAR. D.U.&U.E.&L.M.A.E.EAST AUMAN DRIVE67 68 69 70 71 72 73 74 EX. 50' R/W EAST AUMAN DRIVE5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' D.&.U.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L5' B.L.5' B.L. & U.E.91.5' R/W 91.5' R/W North Line, N.W. 1/4, Sec.31-T18N-R4E 50' R/W31' D.U.&S.S.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E. 21' I.E.E. 20' I.E.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E. N.E. Cor., N.W.1/4 Sec. 31-T18N-R4E Found Harrison Monu.. per H.C.S. Ties 40' SETBACK 40' SETBACK 10' D.&.U.E.10' D.&.U.E.26' D.U.&S.S.E.21' I.E.E.EX. 50' R/WINST. #___________10' B.L.&D.&.U.E.10' B.L.&D.&.U.E. VAR. D.U.& L.M.A.E.&P.A.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.& U.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. 5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B . L .5' B.L. & U.E.5' B.L. & U.E.5' B.L.&U.E.Auman Drive East67 68 69 70 71 72 73 74 EX. 50' R/W 5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E. 5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E. 40' SETBACK 5' B.L.5' B.L.10' B.L.&D.&.U.E. 10' B . L . & D . & . U . E . 67 68 69 70 71 72 73 74 CROSSWALKCROSSWALK CROSSWALKCROSSWALK CROSSWALK CROSSWALK W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W WWWWWWWWWSD EXTEND EX. LAT. 7 L.F. EX. 179 EXTEND EX. LAT. 8 L.F. EX. 177 EXTEND EX. LAT. 7 L.F. EX. 180 EXTEND EX. LAT. 7 L.F. EX. 181 EXTEND EX. LAT. 8 L.F. EX. 178 18 L.F.-6" WYE + LAT STA. 5+24 143 18 L.F.-6" WYE + LAT STA. 6+36 145 18 L.F.-6" WYE + LAT STA. 5+80 144 18 L.F.-6" WYE + LAT STA. 7+48 147 18 L.F.-6" WYE + LAT STA. 6+92 146 16 L.F.-6" WYE + LAT STA. 9+59 153 18 L.F.-6" WYE + LAT STA. 8+90 148 18 L.F.-6" WYE + LAT STA. 9+42 149 18 L.F.-6" WYE + LAT STA. 9+95 150 16 L.F.-6" WYE + LAT STA. 10+23 151 16 L.F.-6" WYE + LAT STA. 9+91 152 16 L.F.-6" WYE + LAT STA. 8+96 155 16 L.F.-6" WYE + LAT STA. 9+28 154 16 L.F.-6" WYE + LAT STA. 8+64 156 16 L.F.-6" WYE + LAT STA. 7+58 158 16 L.F.-6" WYE + LAT STA. 7+90 157 16 L.F.-6" WYE + LAT STA. 7+27 159 16 L.F.-6" WYE + LAT STA. 6+95 160 16 L.F.-6" WYE + LAT STA. 6+63 161 16 L.F.-6" WYE + LAT STA. 6+31 162 16 L.F.-6" WYE + LAT STA. 6+00 163 16 L.F.-6" WYE + LAT STA. 5+68 164 16 L.F.-6" WYE + LAT STA. 5+36 165 166 18 L.F.-6" WYE + LAT STA. 10+58 221 18 L.F.-6" WYE + LAT STA. 11+10 220 16 L.F.-6" WYE + LAT STA. 10+55 222 16 L.F.-6" WYE + LAT STA. 10+86 223 16 L.F.-6" WYE + LAT STA. 11+18 224 16 L.F.-6" WYE + LAT STA. 11+50 225 18 L.F.-6" WYE + LAT STA. 11+67 219 16 L.F.-6" WYE + LAT STA. 11+81 226 16 L.F.-6" WYE + LAT STA. 12+73 22718 L.F.-6" WYE + LAT STA. 12+92 218 16 L.F.-6" WYE + LAT STA. 13+01 228 16 L.F.-6" WYE + LAT STA. 13+33 22918 L.F.-6" WYE + LAT STA. 13+48 217 18 L.F.-6" WYE + LAT STA. 13+84 216 15 L.F.-6" WYE + LAT STA. 0+07 18216 L.F.-6" WYE + LAT STA. 0+16 176 15 L.F.-6" WYE + LAT STA. 0+39 183 15 L.F.-6" WYE + LAT STA. 0+60 184 16 L.F.-6" WYE + LAT STA. 0+48 175 16 L.F.-6" WYE + LAT STA. 0+79 174 15 L.F.-6" WYE + LAT STA. 0+82 185 16 L.F.-6" WYE + LAT STA. 1+11 173 15 L.F.-6" WYE + LAT STA. 1+02 186 16 L.F.-6" WYE + LAT STA. 1+43 172 15 L.F.-6" WYE + LAT STA. 1+34 187 16 L.F.-6" WYE + LAT STA. 1+75 171 15 L.F.-6" WYE + LAT STA. 1+53 188 15 L.F.-6" WYE + LAT STA. 1+71 189 16 L.F.-6" WYE + LAT STA. 2+06 170 15 L.F.-6" WYE + LAT STA. 2+02 190 15 L.F.-6" WYE + LAT STA. 2+24 191 16 L.F.-6" WYE + LAT STA. 2+37 169 15 L.F.-6" WYE + LAT STA. 2+45 192 15 L.F.-6" WYE + LAT STA. 2+67 193 16 L.F.-6" WYE + LAT STA. 2+70 168 16 L.F.-6" WYE + LAT STA. 3+61 239 16 L.F.-6" WYE + LAT STA. 3+69 194 17 L.F.-6" WYE + LAT STA. 3+87 19516 L.F.-6" WYE + LAT STA. 3+90 238 16 L.F.-6" WYE + LAT STA. 4+06 19616 L.F.-6" WYE + LAT STA. 4+17 237 15 L.F.-6" WYE + LAT STA. 4+37 197 15 L.F.-6" WYE + LAT STA. 4+60 198 15 L.F.-6" WYE + LAT STA. 4+79 199 17 L.F.-6" WYE + LAT STA. 4+93 200 26 L.F.-6" WYE + LAT STA. 4+98 20145 L.F.-6" WYE + LAT STA. 5+03 202 16 L.F.-6" WYE + LAT STA. 0+22 213 17 L.F.-6" WYE + LAT STA. 0+41 214 22 L.F.-6" WYE + LAT STA. 0+44 215 16 L.F.-6" WYE + LAT STA. 0+10 212 17 L.F.-6" WYE + LAT STA. 0+28 211 17 L.F.-6" WYE + LAT STA. 0+38 230 16 L.F.-6" WYE + LAT STA. 0+45 210 16 L.F.-6" WYE + LAT STA. 0+66 231 16 L.F.-6" WYE + LAT STA. 0+74 209 16 L.F.-6" WYE + LAT STA. 0+95 232 17 L.F.-6" WYE + LAT STA. 0+97 208 16 L.F.-6" WYE + LAT STA. 1+16 207 16 L.F.-6" WYE + LAT STA. 1+24 233 16 L.F.-6" WYE + LAT STA. 1+48 206 16 L.F.-6" WYE + LAT STA. 1+53 234 17 L.F.-6" WYE + LAT STA. 1+66 205 16 L.F.-6" WYE + LAT STA. 1+81 235 16 L.F.-6" WYE + LAT STA. 1+85 204 36 L.F.-6" WYE + LAT STA. 1+98 203 19 L.F.-6" WYE + LAT STA. 2+03 236> o o o> o o o> o o o> o o o> o o o10' PATH5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.40' SETBACK CROSSWALKVAR. D.U.S. &L.M.A.E. VAR. D.U.S. &L.M.A.E. VAR. D.U.S. &L.M.A.E.& P.A.E.5' D.&U.E.GILDER DRIVE (Private)ASTOR LANE(Private)MADELYN DRIVE(Private)BARRYMORE DRIVE (Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)POWELL WAY (Private)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)ASTOR LANE(Private)ASTOR LANE(Private)31' D.U.&S.S.E. 91.5' R/W50' R/W45.75' R/W EX. 45.75' HALF R/W 91.5' R/W 91.5' R/W 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E.21' I.E.E.B-B21' I.E.E.B-B 21' I.E.E.B-B 20' I.E.E. B-B 21' I.E.E.B-B 21' I.E.E.B-B21' I.E.E. B-B CROSSWALK 21' I.E.E.B-B 300' L.F. 6" SSD364' L.F. 6" SSD107' L.F. 6" SSD51' L.F. 6" SSDRISER T.C.=852.1 RISER T.C.=853.1 RISER T.C.=852.4 RISER T.C.=845.8 50' R/W21' I.E.E.B-B 8' (TYP.)22'(TYP.)20' B-B 20'B-B 20' B-B 20' B-B 20' B-B 20' B-B 20' B-B 20' B-B20'B-B30'B-B50' R/W30'B-B20'B-B20'(TYP.)9' (TYP.) 20' (TYP.)9'(TYP.)9' (TYP.)20'(TYP.)9' (TYP.) 8' (TYP.)8'(TYP.)8'(TYP.)8' (TYP.)22'(TYP.)8'(TYP.)5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.SECTION 4 SECTION 3 SECTION 4 SECTION 3 510 509 507 504 506 503 513 508 514 502A 498 497 511 517 499 496 502B 518 502 417 512 501 495 500 493 492 457 491 453494 502C 5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.T.C.=847.71 T.C.=854.67 T.C.=853.57 T.C.=854.99 T.C.=853.60 T.C.=853.11 T.C.=852.14 MANHOLE #812 STA. 6+69 MANHOLE #816 STA. 10+39 MANHOLE #819 STA. 13+28 MANHOLE #820 STA. 14+61 MANHOLE #822 STA. 0+49 MANHOLE #821 STA. 2+08 MANHOLE #818 STA. 5+08 MANHOLE #817 STA. 4+00 EX. MANHOLE #807 STA. 0+00 SAN 822-820 SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 840 850 860 MANHOLE #822STA. 0+49TC=855.2849 L.F. 2. 0 0 % 8 " S.D.R. 35 P . V . C 846.72 847.70 MANHOLE #820STA. 14+61TC=854.998" S.D.R. 35 P.V.C W INV.=846.72 8" S.D.R. 35 P.V.C S INV.=844.45 8" S.D.R. 35 P.V.C E INV.=845.03 SECTION 4 PROPOSED GRADE EXISTING GRADE 8" WATER SCALE: 1"=50' HOR. 1"=5' VERT. 840 850 860 840 850 860MANHOLE #820STA. 14+61TC=854.99MANHOLE #821STA. 2+08TC=853.60208 L.F. 0.45% 8" S.D.R. 35 P.V.C 845.03 845.97 8" S.D.R. 35 P.V.C W INV.=846.72 8" S.D.R. 35 P.V.C S INV.=844.45 8" S.D.R. 35 P.V.C E INV.=845.03 SECTION 4 PROPOSED GRADE EXISTING GRADE DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942SANITARY SEWER PLAN & PROFILEC501 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C500 Sanitary Plan and Profile.dwg - C501Modified / By:December 12, 2019 9:00:58 AM / dmetzPlotted / By:October 6, 2020 9:11:01 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 1" = 50 FT NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES. THE EXTERIORS OF ALL MANHOLES NEED TO BE COATED PER CLAY TOWNSHIP REGIONAL WASTE STANDARDS. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. INSTALL A TRACER WIRE WITH ALL SERVICE CONNECTIONS. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 3.0 FEET. REFER TO THIS SHEET FOR SANITARY TRENCH DETAIL WITHIN CITY RIGHT-OF-WAY. CONNECTIONS TO EXISTING SANITARY SEWER SHALL BE PROPERLY SEALED, CORED-DRILLED INSTALLATIONS. LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) Ù ADA RAMP TO BE INSTALLED FULL DEPTH GRANULAR BACKFILL (SEE DETAIL ON SHEET C800) 870 S 848.0 870 W > o o oNOTE: ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS OR MINUS ONE TENTH (O.1') OF A FOOT OF DESIGN GRADE, AND ARE TO BE ESTABLISHED UTILIZING 1-4" RISER RING, NO MORE NO LESS, ON EACH STRUCTURE. SAN 818-EX807 SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 860 835 840 850 860 MANHOLE #818STA. 5+08TC=853.11MANHOLE #817STA. 4+00TC=852.14400 L.F. 0.65% 8" S.D.R. 35 P.V. C 842.05 844.65 EX. MANHOLE #807STA. 0+00TC-849.59ADJUST TC=850.46108 L.F. 0.45% 8" S.D.R. 35 P.V.C 844.75845.24 EX. 8" S.D.R. 35 P.V.C S INV.=841.95 SECTION 3SECTION 4 PROPOSED GRADE EXISTING GRADE 12" R.C.P. INV.= 846.81 SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 850 860 825 830 840 850 860 MANHOLE #820STA. 14+61TC=854.99133 L.F. 0.45% 8" S.D.R. 35 P.V.C 843.85844.45 MANHOLE #816STA. 10+39TC=854.67MANHOLE #812STA. 6+69TC=847.71MANHOLE #811ASTA. 2+69TC=845.6554 L.F. 0.45% 8" S.D.R. 35 P.V.C 835.02835.26 MANHOLE #811STA. 2+15TC=846.02215 L.F. 0.45% 8" S.D.R. 35 P.V.C 833.95 834.92 EX. MANHOLE #805STA. 0+00TC=845.97ADJUST TC=846.47289 L.F. 0.45% 8" S.D.R. 35 P.V.C 842.45 843.75 8" S.D.R. 35 P.V.C W INV.=833.95 8" S.D.R. 35 P.V.C E INV.=833.75 8" S.D.R. 35 P.V.C N INV.=833.95 EX. EX. SECTION 3 SECTION 3SECTION 2SECTION 4SECTION 3SECTION 2SECTION 4 SECTION 4SECTION 3PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADEMANHOLE #819STA. 13+28TC=853.5721" R.C.P. INV.= 839.03 15" R.C.P. INV.= 842.72 15" R.C.P. INV.= 845.76 15" R.C.P. INV.= 846.74 370 L.F. 1.00% 8" S. D . R . 3 5 P . V . C 838.65 842.35 400 L.F. 0.57% 8" S.D.R. 35 P.V.C 835.36 837.65 SAN 815-804A SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 850 825 830 840 850MANHOLE #815STA. 6+03TC=842.80147 L.F. 0.45% 8" S.D.R. 35 P.V.C 834.94 835.60MANHOLE #814STA. 4+56TC=843.00157 L.F. 0.45% 8" S.D.R. 35 P.V.C 834.13 834.84MANHOLE #813STA. 2+99TC=844.69299 L.F. 0.45% 8" S.D.R. 35 P.V.C832.69 834.03EX. TEMP C.O. #1TO BE REPLACED WITHMANHOLE #804ASTA. 0+00TC=844.05EX. 8" S.D.R. 35 P.V.C N INV.=832.69 SECTION 2 PROPOSED GRADE EXISTING GRADE 8" WATER 27" R.C.P. INV.= 836.73 12" R.C.P. INV.= 839.16 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942SANITARY SEWER PLAN & PROFILEC502 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C500 Sanitary Plan and Profile.dwg - C502Modified / By:December 12, 2019 9:00:58 AM / dmetzPlotted / By:October 6, 2020 9:11:30 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 T.P. T.P. MT.P. 12"x8" TEE TEMP. HYDRANT 8" VALVE 12" D.I.HYDRANT East City Center Drive 64 65 EX. YARD INLET #38 EX. MANHOLE #414A T.C.=850.92 15" R.C.P. S INV.=844.19 12" R.C.P. N INV.=844.29 12" R.C.P. W INV.=845.64 EX. CURB INLET #418 T.C.=851.00 12" R.C.P. S INV.=846.81 EX. CURB INLET #417 T.C.=851.23 12" R.C.P. N INV.=846.49 12" R.C.P. E INV.=846.39 EX. CURB INLET #420 T.C.=849.53 12" R.C.P. E INV.=845.56 EX. CURB INLET #419 T.C.=849.71 12" R.C.P. W INV.=845.34 12" R.C.P. S INV.=845.24 50' R/WVAR. B.L. VAR. D.U.&U.E.&L.M.A.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L.5' B.L50' R/W31' D.U.&S.S.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E. 21' I.E.E. 20' I.E.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. 40' SETBACK 40' SETBACK 10' D.&.U.E.26' D.U.&S.S.E.21' I.E.E.EX. 50' R/WINST. #___________10' B.L.&D.&.U.E.10' B.L.&D.&.U.E. VAR. D.U.& L.M.A.E.&P.A.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. 5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B . L .5' B.L. & U.E.5' B.L. & U.E.5' B.L.&U.E.5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E. 5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E. 40' SETBACK 5' B.L.5' B.L.10' B.L.&D.&.U.E. 10' B . L . & D . & . U . E . CROSSWALKCROSSWALK CROSSWALKCROSSWALK CROSSWALK CROSSWALK W W W W W W W W WWWWWWWWWWWW W W W W W W WWW10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATHSEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH SEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH 822 820 821 819 817 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.GILDER DRIVE (Private) 212213214215 217 230 219 229 225 226 228 216 204205206207208209210 231 232 233 234 235 236 238 237 195 196 197 198 199 200 201 202 203 191 192 193 169 168 C.A.#21 C.A.#22 C.A.#23 C.A.#20 ASTOR LANE(Private)MADELYN DRIVE(Private)BARRYMORE DRIVE (Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)ASTOR LANE50' R/W5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.B-B21' I.E.E. B-B 21' I.E.E. B-B CROSSWALK × × × × × × × × × × ×× × × ×× 194239 211 218 227 818 5' SIDEWALK 5' SIDEWALK SIDEWALK ADJACENT TO CURB. SEE DETAIL C802 50' R/W5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.SECTION 4 SECTION 3 510 509 507 504 506 503 513 508 514 502A 498 497 511 517 499 502B 518 502 417 512 502C STRM 513-508 SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 860 835 840 850 860 MANHOLE #508STA. 1+11TC=853.34CURB INLET (DC) #513STA. 0+05TC=853.375 L.F. 3.00% 12" R.C.P. CLASS III UP INV.=847.53 DOWN INV.=847.38 12" R.C.P. W INV.=847.38 15" R.C.P. E INV.=846.28 15" R.C.P. N INV.=846.38 SECTION 4 PROPOSED GRADE EXISTING GRADE HYDRAULIC GRADE LINE6"S.S.D.CURB INLET (DC) #514STA. 1+16TC=852.47116 L.F. 1.50% 1 2 " R . C . P . C L A S S I I I 845.80 847.54 STRM 514-512 SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 860 835 840 850 860YARD INLET #512STA. 5+06TC=850.8015" R.C.P. W INV.=845.00 21" R.C.P. S INV.=844.90 12" R.C.P. E INV.=845.80 SECTION 4 PROPOSED GRADE EXISTING GRADE HYDRAULIC GRADE LINE 6"S.S.D. SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 860 835 840 850 860 YARD INLET #517STA. 2+86TC=852.1359 L.F. 0.30% 15" R.C.P. CLASS III 846.92847.10 CURB INLET (CB) #510STA. 2+26TC=854.9841 L.F. 0.30% 15" R.C.P. CLASS III UP INV.=846.82 DOWN INV.=846.70 CURB INLET (DC) #509STA. 1+85TC=854.2074 L.F. 0.30% 15" R.C.P. CLASS III 846.38846.60 MANHOLE #508STA. 1+11TC=853.34111 L.F. 1.15% 15 " R . C . P . C L A S S I I I 845.00 846.28 YARD INLET #512STA. 5+06TC=850.8015" R.C.P. W INV.=845.00 21" R.C.P. S INV.=844.90 12" R.C.P. E INV.=845.80 12" R.C.P. W INV.=847.38 15" R.C.P. E INV.=846.28 15" R.C.P. N INV.=846.38 SECTION 4 PROPOSED GRADE EXISTING GRADEMADELYN DRIVE8" WATER18"MIN6"S.S.D. 6"S.S.D. HYDRAULIC GRADE LINE 6"S.S.D. 8" S.D.R. 35 P.V.C INV.= 844.31 STRM 502A-EX417 SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 860 835 840 850 860 MANHOLE #502STA. 0+08TC=851.22CURB INLET (CB) #502ASTA. 1+03TC=852.50EX. CURB INLET #417STA. 0+00TC=851.058 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=846.52 DOWN INV.=846.50 21 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=847.00 DOWN INV.=846.94 12" R.C.P. S INV.=846.50 12" R.C.P. N INV.=846.60 12" R.C.P. E INV.=846.50 EX. EX. SECTION 3 PROPOSED GRADEEXISTING GRADE ASTOR LANE12" R.C.P. W INV.=846.94 12" R.C.P. E INV.=846.84 12" R.C.P. N INV.=846.94CURB INLET (CB) #502CSTA. 0+82TC=852.1074 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=846.84 DOWN INV.=846.62 HYDRAULIC GRADE LINE 6"S.S.D.6"S.S.D. 8" S.D.R. 35 P.V.C INV.= 843.99 50 L.F. 0.30% 12" R.C.P. CLASS III 846.94847.09 STRM 502B-502C SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 860 835 840 850 860 CURB INLET (DC) #502BSTA. 0+50TC=851.65SECTION 3 PROPOSED GRADE EXISTING GRADE 12" R.C.P. W INV.=846.94 12" R.C.P. E INV.=846.84 12" R.C.P. N INV.=846.94CURB INLET (CB) #502CSTA. 0+82TC=852.10HYDRAULIC GRADE LINE 6"S.S.D.6"S.S.D.BARRYMORE DRIVESTRM 518-497 SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 860 835 840 850 860 YARD INLET #518STA. 3+68TC=851.14122 L.F. 0.30% 12" R.C.P. CLASS III 846.31846.67 CURB INLET (CB) #507STA. 2+46TC=854.2531 L.F. 0.30% 15" R.C.P. CLASS III UP INV.=846.21 DOWN INV.=846.12 CURB INLET (CB) #506STA. 2+15TC=854.0497 L.F. 0.30% 15" R.C.P. CLASS III 845.73846.02 CURB INLET (DC) #504STA. 1+18TC=853.9358 L.F. 0.35% 15" R.C.P. CLASS III 845.43845.63 CURB INLET (CB) #503STA. 0+60TC=853.5160 L.F. 0.25% 15" R.C.P. CLASS III 845.18845.33 CURB INLET (CB) #497STA. 3+52TC=852.3721" R.C.P. N INV.=844.34 21" R.C.P. S INV.=844.24 15" R.C.P. W INV.=845.18 SECTION 4 PROPOSED GRADE EXISTING GRADE BARRYMORE DRIVEMADELYN DRIVETEMPLETON DRIVE8" WATER18"MIN6"S.S.D. 6"S.S.D. HYDRAULIC GRADE LINE 6"S.S.D. 6"S.S.D.6"S.S.D.6"S.S.D. 8" S.D.R. 35 P.V.C INV.= 843.19 SECTION 3SECTION 4SECTION 3DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STORM SEWER PLAN & PROFILEC600 1" = 50 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C600 Storm Plan and Profile.dwg - C600Modified / By:April 10, 2020 12:24:58 PM / brobinsonPlotted / By:October 6, 2020 9:13:38 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) Ù ADA RAMP TO BE INSTALLED FULL DEPTH GRANULAR BACKFILL (SEE DETAIL ON SHEET C801) (CB)CHAIRBACK CURB (DC)DEPRESSED CURB 870 S 848.0 870 W > o o oNOTES: ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE, NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF +0.00' TO -0.20' OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE-DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE WALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED INLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE DETAIL D-18 ON SHEET C801. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER REQUIREMENTS, SEE SHEET No. C801 ON THE TRENCH DETAIL. ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BE CONSTRUCTED WITH A TOLERANCE OF 0.10 FT.± MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS: THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS. AND AS APPROVED BY THE CITY OF CARMEL. STORM SYSTEM STORM SEWERS FOR THIS DEVELOPMENT WILL BE PRIVATE. 12"x8" TEE TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 12" D.I.HYDRANT HYDRANT 8" VALVE Kinzer AvenueEast Auman Drive64 65 Lot 90 EX. 4' MH #807 T.C.=849.59 8" S.D.R. 35 P.V.C S INV.=841.92 EX. YARD INLET #38 EX. MANHOLE #414A T.C.=850.92 15" R.C.P. S INV.=844.19 12" R.C.P. N INV.=844.29 12" R.C.P. W INV.=845.64 EX. CURB INLET #418 T.C.=851.00 12" R.C.P. S INV.=846.81 EX. CURB INLET #417 T.C.=851.23 12" R.C.P. N INV.=846.49 12" R.C.P. E INV.=846.39 EX. CURB INLET #420 T.C.=849.53 12" R.C.P. E INV.=845.56 EX. CURB INLET #419 T.C.=849.71 12" R.C.P. W INV.=845.34 12" R.C.P. S INV.=845.24 EX. CURB INLET #459 T.C.=849.02 12" R.C.P. SW INV.=845.10 EX. MANHOLE #414 T.C.=848.72 15" R.C.P. N INV.=843.50 15" R.C.P. S INV.=843.40 12" R.C.P. W INV.=843.80 EX. CURB INLET #416 T.C.=848.58 12" R.C.P. E INV.=844.48 EX. CURB INLET #415 T.C.=848.63 12" R.C.P. W INV.=844.00 12" R.C.P. E INV.=843.90 EX. CURB INLET #458 T.C.=848.32 12" R.C.P. NE INV.=844.35 12" R.C.P. W INV.=844.25 EX. CURB INLET #456 T.C.=847.87 12" R.C.P. E INV.=843.11 24" R.C.P. S INV.=841.34 EX. CURB INLET #457 T.C.=847.83 24" R.C.P. S INV.=841.97 EX. CURB INLET #426 T.C.=845.78 15" R.C.P. E INV.=840.46 18" R.C.P. SE 40' SETBACK VAR. D.U. &L.M.A.E. VAR. D.U. &L.M.A.E. VAR. D.U. &L.M.A.E.& P.A.E.50' R/W31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 21' I.E.E. 21' I.E.E.21' I.E.E.10' D.&.U.E.21' I.E.E.5' BL5' BL5' BL5' BL5' B.L. & U.E.5' BL5' BL5' BL5' BLVAR. B.L. VAR. D.U.&U.E.&L.M.A.E. EX. 50' R/W 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' D.&.U.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L5' B.L.5' B.L. & U.E.91.5' R/W 91.5' R/W50' R/W31' D.U.&S.S.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E. 21' I.E.E. 20' I.E.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E. 40' SETBACK 40' SETBACK 10' D.&.U.E.10' D.&.U.E.26' D.U.&S.S.E.21' I.E.E.VAR. D.U.& L.M.A.E.&P.A.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.& U.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. 5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B . L .5' B.L. & U.E.5' B.L. & U.E.5' B.L.&U.E.EX. 50' R/W 5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E. 5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E.5' B.L.5' B.L.CROSSWALKCROSSWALK CROSSWALKCROSSWALK CROSSWALK CROSSWALK W W W W W W W W WWWWWWWWWWWWWWWWWWWWWW W W W W W W WWWWWWWWW10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATH10' ASPHALT PATHSEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH SEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH S822 820 821 819 817 807 816 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK10' PATH5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.CROSSWALKVAR. D.U.S. &L.M.A.E. VAR. D.U.S. &L.M.A.E. VAR. D.U.S. &L.M.A.E.& P.A.E.5' D.&U.E.GILDER DRIVE (Private) 217 230 219 220 221 229 222 223 224 225 226 228 216 150 149 148 155 154 153 152 151 158 156 157 147 231 232 233 234 235 236 238 237 195 196 197 198 199 200 201 202 179 180 181 182 184 185 186 188 189 190 191 192 193 177 176 175 174 173 172 171 170 169 168 178 C.A.#16 C.A.#21 C.A.#22 C.A.#20 C.A.#19 C.A.#17 C.A.#18 ASTOR LANE(Private)MADELYN DRIVE(Private)BARRYMORE DRIVE (Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)POWELL WAY (Private)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)ASTOR LANE(Private)ASTOR LANE(Private)91.5' R/W50' R/W5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 91.5' R/W5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 31' D.U.&S.S.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E.21' I.E.E.B-B21' I.E.E. B-B 21' I.E.E. B-B 20' I.E.E. B-B 21' I.E.E. B-B CROSSWALK 21' I.E.E. B-B × × × × ×× × × × × × × × × × × × × × × ×× × × ×× 183 187 194239 218 227 818 5' SIDEWALK 5' SIDEWALK SIDEWALK ADJACENT TO CURB. SEE DETAIL C802 50' R/W50' R/W5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.SECTION 4 SECTION 3 510 509 507 504 506 503 513 508 514 502A 498 497 511 517 499 496 502B 518 502 417 512 501 495 500 493 492 457 491 502C 5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' SIDEWALK5' SIDEWALKSTRM 512-EX457 SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 860 835 840 850 860 88 L.F. 0.30% 21" R.C.P. CLASS III 844.64 844.90CURB INLET (CB) #498STA. 4+18TC=852.4366 L.F. 0.30% 21" R.C.P. CLASS III UP INV.=844.54 DOWN INV.=844.34CURB INLET (CB) #497STA. 3+52TC=852.3776 L.F. 0.50% 21" R.C.P. CLASS III 843.86 844.24MANHOLE #496STA. 2+76TC=851.29193 L.F. 0.47% 21" R.C.P. CLASS III 842.84 843.76MANHOLE #495STA. 0+82TC=849.8882 L.F. 0.56% 24" R.C.P. CLASS III 842.28 842.74EX. CURB INLET #457STA. 0+00TC=847.77YARD INLET #512STA. 5+06TC=850.80EX. 24" R.C.P. S INV.=842.18 21" R.C.P. N INV.=843.86 21" R.C.P. S INV.=843.76 12" R.C.P. E INV.=846.90 12" R.C.P. W INV.=846.47 21" R.C.P. N INV.=842.84 24" R.C.P. S INV.=842.74 12" R.C.P. E INV.=844.51 12" R.C.P. W INV.=844.51 15" R.C.P. W INV.=845.00 21" R.C.P. S INV.=844.90 12" R.C.P. E INV.=845.80 SECTION 4 SECTION 3SECTION 4SECTION 3 PROPOSED GRADE EXISTING GRADE BARRYMORE DRIVE8" WATER18"MINHYDRAULIC GRADE LINE 6"S.S.D.6"S.S.D. STRM 511-496 SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 860 835 840 850 860 CURB INLET (CB) #511STA. 0+20TC=852.3520 L.F. 2.50% 12" R.C.P. CLASS III UP INV.=846.96 DOWN INV.=846.47 MANHOLE #496STA. 2+76TC=851.2921" R.C.P. N INV.=843.86 21" R.C.P. S INV.=843.76 12" R.C.P. E INV.=846.90 12" R.C.P. W INV.=846.47 SECTION 3 PROPOSED GRADE EXISTING GRADE HYDRAULIC GRADE LINE 6"S.S.D. SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 860 835 840 850 860 YARD INLET #491STA. 2+41TC=846.60133 L.F. 0.28% 15" R.C.P. CLASS III 842.65843.03 CURB INLET (DC) #492STA. 1+08TC=849.52108 L.F. 0.25% 18" R.C.P. CLASS III 842.28842.55 EX. CURB INLET #457STA. 0+00TC=847.77EX. 24" R.C.P. S INV.=842.18 12" R.C.P. NW INV.=844.16 15" R.C.P. W INV.=842.65 18" R.C.P. E INV.=842.55 SECTION 3 PROPOSED GRADE EXISTING GRADEMADELYN DRIVEPOWELL WAYTEMPLETON DRIVE8" WATER18"MIN6"S.S.D. HYDRAULIC GRADE LINE 6"S.S.D. 8" S.D.R. 35 P.V.C INV.= 840.09CURB INLET (DC) #492STA. 1+08TC=849.52STRM 501-495 SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 860 835 840 850 860 CURB INLET (CB) #501STA. 0+20TC=850.7520 L.F. 2.50% 12" R.C.P. CLASS III UP INV.=845.00 DOWN INV.=844.51 MANHOLE #495STA. 0+82TC=849.8821" R.C.P. N INV.=842.84 24" R.C.P. S INV.=842.74 12" R.C.P. E INV.=844.51 12" R.C.P. W INV.=844.51 SECTION 3 PROPOSED GRADE EXISTING GRADE HYDRAULIC GRADE LINE 6"S.S.D. STRM 499-496 SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 860 835 840 850 860CURB INLET (CB) #499STA. 0+20TC=851.94MANHOLE #496STA. 2+76TC=851.2921" R.C.P. N INV.=843.86 21" R.C.P. S INV.=843.76 12" R.C.P. E INV.=846.90 12" R.C.P. W INV.=846.47 SECTION 3 PROPOSED GRADE EXISTING GRADE 8" WATER18"MINHYDRAULIC GRADE LINE 6"S.S.D. 20 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=846.96 DOWN INV.=846.90 STRM 500-495 SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 860 835 840 850 860CURB INLET (CB) #500STA. 0+20TC=849.9520 L.F. 2.50% 12" R.C.P. CLASS III UP INV.=845.00 DOWN INV.=844.51MANHOLE #495STA. 0+82TC=849.8821" R.C.P. N INV.=842.84 24" R.C.P. S INV.=842.74 12" R.C.P. E INV.=844.51 12" R.C.P. W INV.=844.51 SECTION 3 PROPOSED GRADE EXISTING GRADE 8" WATER18"MINHYDRAULIC GRADE LINE 6"S.S.D. STRM 493-492 SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 860 835 840 850 860 CURB INLET (DC) #492STA. 1+08TC=849.52CURB INLET (DC) #493STA. 0+35TC=849.8635 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=844.27 DOWN INV.=844.16 12" R.C.P. NW INV.=844.16 15" R.C.P. W INV.=842.65 18" R.C.P. E INV.=842.55 SECTION 3 PROPOSED GRADE EXISTING GRADE POWELL WAYHYDRAULIC GRADE LINE 6"S.S.D. 6"S.S.D.DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STORM SEWER PLAN & PROFILEC601 1" = 50 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C600 Storm Plan and Profile.dwg - C601Modified / By:April 10, 2020 12:24:58 PM / brobinsonPlotted / By:October 6, 2020 9:14:51 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) Ù ADA RAMP TO BE INSTALLED FULL DEPTH GRANULAR BACKFILL (SEE DETAIL ON SHEET C801) (CB)CHAIRBACK CURB (DC)DEPRESSED CURB 870 S 848.0 870 W > o o oNOTES: ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE, NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF +0.00' TO -0.20' OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE-DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE WALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED INLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE DETAIL D-18 ON SHEET C801. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER REQUIREMENTS, SEE SHEET No. C801 ON THE TRENCH DETAIL. ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BE CONSTRUCTED WITH A TOLERANCE OF 0.10 FT.± MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS: THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS. AND AS APPROVED BY THE CITY OF CARMEL. STORM SYSTEM STORM SEWERS FOR THIS DEVELOPMENT WILL BE PRIVATE. T.P. TV.P. TV.P. APARTMENT BUILDING 8" TEE8" TEE 8" VALVE 8" VALVE 8" VALVE 8" VALVE TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 8" D.I.8" D.I.8" D.I. HYDRANT HYDRANT 8" VALVE East Auman DriveEX. 4' MH #805 T.C.=845.97 8" S.D.R. 26 P.V.C N INV.=833.92 8" S.D.R. 26 P.V.C E INV.=833.72 EX. 4' MH #806 T.C.=844.42 8" S.D.R. 35 P.V.C N INV.=836.88 8" S.D.R. 26 P.V.C S INV.=835.25 8" S.D.R. 35 P.V.C E INV.=836.88 EX. MANHOLE #453 T.C.=844.67 24" R.C.P. N INV.=839.80 27" R.C.P. S INV.=839.70 12" R.C.P. E INV.=839.80 EX. CURB INLET #454 T.C.=844.89 12" R.C.P. W INV.=840.38 EX. YARD INLET #435A T.C.=843.96 36" R.C.P. E INV.=838.49 27" R.C.P. N INV.=838.49 EX. CURB INLET #445 T.C.=843.85 15" R.C.P. N INV.=838.65 15" R.C.P. SW INV.=838.75 EX. CURB INLET #444 T.C.=843.61 12" R.C.P. N INV.=840.33 EX. CURB INLET #468 T.C.=843.48 15" R.C.P. S INV.=838.96 15" R.C.P. NE INV.=838.86 EX. YARD INLET #469 T.C.=842.59 15" R.C.P. N INV.=839.19 40' SETBACK 21' I.E.E. 31' D.U.&S.S.E. 46' R/W 31' D.U.&S.S.E. 21' I.E.E.5' BL5' BL5' BL5' B.L.5' B.L.10' D.&.U.E.10' D.&.U.E.EX. 50' R/W 5' BL5' BL 5' B.L. & U.E.5' B.L. & U.E.5' B.L.Auman Drive East21' I.E.E. 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E.VAR. D.U.& L.M.A.E.&P.A.E.50' R/W46' R/W 5' B.L.5' B.L.10' B.L.5' BL VAR. D.U.& L.M.A.E.& P.A.E.10' D.&.U.E.10' D.&.U.E.40' SETBACK 10' B.L.VAR. B.L.10 ' B . L . 10' P.A.E.10' P.A.E.10' P.A.E. EX. 50' R/W 5' BL 10' D.&.U.E.10' D.&.U.E.10' D.&.U.E. 5' BL 5' BL 5' BL 5' BL 5' B L 5' BL 5' BL 5' BL 5' BL5' BL5' BLVAR. S.L.E.10'10'10'10' VAR. S.L.E. VAR. S.L.E.10'15'10'15'10'VAR. S.L.E. CROSSWALK CROSSWALK WWWWWWWWWWWW W W W W W W W W W WW10' ASPHALT PATH10' ASPHALT PATHSEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH SEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH S D D 812 811A 811 8055' SIDEWALK5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.40' SETBACK 119 118 117 116 115 114 113 112 111 110 109 135 134 132 131 127 124 123 122 121 120 133 130129128 142 167 146 145 144 143 160 162 163 164 165 166 161 C.A.#14 C.A.#15 MADELYN DRIVE(Private)STEINBECK PLACE (Private)ASTOR LANE(Private)LAGERFIELD DRIVE (Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)31' D.U.&S.S.E. 45.75' R/W EX. 45.75' HALF R/W 91.5' R/W 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK21' I.E.E.B-B 31' D.U.&S.S.E. 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E. B-B 21' I.E.E.B-B 21' I.E.E.B-B× × × × × × × × × × × × × 126 125 5' SIDEWALK 5' SIDEWALK W W 21' I.E.E.B-B SECTION 3 SECTION 2 469A 474 453 476 475 494 477 478 479 472B 472A 435A 436A 469 478ACROSSWALK SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 YARD INLET #477STA. 4+98TC=844.16256 L.F. 0.25% 15" R.C.P. CLASS III 839.61 840.26 MANHOLE #476STA. 2+42TC=845.7573 L.F. 0.47% 15" R.C.P. CLASS III 839.17839.51 CURB INLET (CB) #475STA. 1+69TC=845.3443 L.F. 0.15% 21" R.C.P. CLASS III UP INV.=839.07 DOWN INV.=839.01 DBL CURB INLET (DC) #472BSTA. 1+27TC=844.6259 L.F. 0.15% 24" R.C.P. CLASS III 838.82838.91 CURB INLET (CB) #472ASTA. 0+68TC=843.7749 L.F. 0.15% 27" R.C.P. CLASS III UP INV.=838.72 DOWN INV.=838.65 CURB INLET (CB) #436ASTA. 0+20TC=843.8120 L.F. 0.15% 27" R.C.P. CLASS III UP INV.=838.55 DOWN INV.=838.52EX. MANHOLE #435ASTA. 0+00TC=843.7727" R.C.P. W INV.=838.52 27" R.C.P. N INV.=838.52 36" R.C.P. E INV.=838.43 24" R.C.P. E INV.=838.91 15" R.C.P. S INV.=839.11 21" R.C.P. W INV.=839.01 15" R.C.P. SW INV.=839.17 21" R.C.P. E INV.=839.07 12" R.C.P. S INV.=838.92 24" R.C.P. W INV.=838.82 27" R.C.P. NE INV.=838.72 EX. EX. SECTION 2 PROPOSED GRADEEXISTING GRADE TEMPLETON DRIVE WMADELYN DRIVELAGERFIELD DRIVE8" WATER18"MIN8" WATER18"MIN6"S.S.D. 6"S.S.D.6"S.S.D. HYDRAULIC GRADE LINE 6"S.S.D.6"S.S.D. 8" S.D.R. 35 P.V.C INV.= 836.39CURB INLET (CB) #475STA. 1+69TC=845.34DBL CURB INLET (DC) #472BSTA. 1+27TC=844.62CURB INLET (CB) #472ASTA. 0+68TC=843.77STRM 474-476 SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 YARD INLET #474STA. 0+20TC=844.8020 L.F. 0.45% 12" R.C.P. CLASS III UP INV.=840.25 DOWN INV.=840.16 SECTION 2 PROPOSED GRADE EXISTING GRADE 15" R.C.P. S INV.=839.61 15" R.C.P. NE INV.=839.51 12" R.C.P. W INV.=840.16MANHOLE #476STA. 2+42TC=845.75HYDRAULIC GRADE LINE STRM 479-472B SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 CURB INLET (DC) #479STA. 0+59TC=844.7859 L.F. 0.24% 15" R.C.P. CLASS III 839.11839.25 DBL CURB INLET (DC) #472BSTA. 1+27TC=844.6224" R.C.P. E INV.=838.91 15" R.C.P. S INV.=839.11 21" R.C.P. W INV.=839.01 SECTION 2 PROPOSED GRADE EXISTING GRADE LAGERFIELD DRIVEHYDRAULIC GRADE LINE 6"S.S.D.6"S.S.D. STRM 478A-472A SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 CURB INLET (CB) #472ASTA. 0+68TC=843.7731 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=839.01 DOWN INV.=838.92CURB INLET (CB) #478STA. 0+31TC=843.9712" R.C.P. S INV.=838.92 24" R.C.P. W INV.=838.82 27" R.C.P. NE INV.=838.72 SECTION 2 PROPOSED GRADE EXISTING GRADE LAGERFIELD DRIVECURB INLET (CB) #478ASTA. 0+67TC=843.5836 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=839.22 DOWN INV.=839.11 8" WATER18"MINHYDRAULIC GRADE LINE 6"S.S.D.6"S.S.D.6"S.S.D. STRM 494-EX453 SCALE: 1"=50' HOR. 1"=5' VERT. 835 840 850 860 835 840 850 860 CURB INLET (CB) #494STA. 0+20TC=845.6120 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=840.50 DOWN INV.=840.44 EX. MANHOLE #453STA. 0+00TC=845.2712" R.C.P. W INV.=840.44 12" R.C.P. E INV.=840.02 24" R.C.P. N INV.=840.02 27" R.C.P. S INV.=839.92 EX. EX. EX. SECTION 3 PROPOSED GRADE EXISTING GRADE HYDRAULIC GRADE LINE 6"S.S.D. STRM 469A-EX469 SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 CURB INLET (DC) #469ASTA. 0+83TC=845.8283 L.F. 0.30% 12" R.C.P. CLASS III 838.93839.18 EX. YARD INLET #469STA. 0+00TC=844.11EX. 12" R.C.P. N INV.=838.83 SECTION 2 PROPOSED GRADE EXISTING GRADE HYDRAULIC GRADE LINE 6"S.S.D.DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STORM SEWER PLAN & PROFILEC602 1" = 50 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C600 Storm Plan and Profile.dwg - C602Modified / By:April 10, 2020 12:24:58 PM / brobinsonPlotted / By:October 6, 2020 9:15:56 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) Ù ADA RAMP TO BE INSTALLED FULL DEPTH GRANULAR BACKFILL (SEE DETAIL ON SHEET C801) (CB)CHAIRBACK CURB (DC)DEPRESSED CURB 870 S 848.0 870 W > o o oNOTES: ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE, NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF +0.00' TO -0.20' OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE-DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE WALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED INLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE DETAIL D-18 ON SHEET C801. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER REQUIREMENTS, SEE SHEET No. C801 ON THE TRENCH DETAIL. ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BE CONSTRUCTED WITH A TOLERANCE OF 0.10 FT.± MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS: THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS. AND AS APPROVED BY THE CITY OF CARMEL. STORM SYSTEM STORM SEWERS FOR THIS DEVELOPMENT WILL BE PRIVATE. T.P. T.P. T.P. 20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 (NOT TO BE VACATED) 20' 20' 20' 22.5° BEND 11.25° BEND TEMP. HYDRANT TEMP. HYDRANT 11.25° BEND 8" TEE 8" D.I.8" VALVE APARTMENT BUILDINGAPA R T M E N T B U I L D I N G Golfview D r i v e Kinzer Avenue N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= EX. WET POND WITH NATIVE BANKS 833.00 835.63 837.14 839.57 817.00 EX. TEMP. C.O. #1 TO BE REPLACED WITH MANHOLE T.C.=844.14 8" S.D.R. 35 P.V.C. N INV.=832.60 EX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #467 T.C.=845.17 12" R.C.P. N INV.=839.25 EX. YARD INLET #481 T.C.=844.61 15" R.C.P. N INV.=839.00 18" R.C.P. NE INV.=838.37 15" R.C.P. S INV.=838.47 EX. CURB INLET #439 T.C.=842.10 12" R.C.P. NE INV.=837.84 EX. CURB INLET #438 T.C.=841.94 12" R.C.P. S INV.=835.50 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 48" R.C.P. N INV.=832.93 EX. OUTLET CONTROL #401 T.C.=839.34 15" R.C.P. E INV.=831.32 EX. END SECTION 12" R.C.P. E INV.=833.10 EX. END SECTION 21" R.C.P. SE INV.=832.76 EX. END SECTION 12" R.C.P. N INV.=833.0631' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E. 21' I.E.E.21' I.E.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. & B.M.P.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E.5' BL5' BL5' BL1 4 ' B . L .5' BL 31' D.U.&S. S. E. VAR. D.U.& L.M.A.E.&P.A.E.& B.M.P.E. 10' P.A.E.10' P.A.E.10' P.A.E.5' D.&U.E. 5' D.&U.E. 10' D.&.U.E.10' D.&.U.E.15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.5' BL5' B L 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL5' BL5' BL5' BL5' BL 5' B L5' BL15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.10' D.&.U.E.5.5' P.A.E.W W W W WWWWWWWWWW W W WWWW804A 813 814 815 80 81 82 86 87 88 83 84 78 89 90 91 79 85 108 107 106 105 104 103 102 101 70 77 76 75 74 73 72 71 92 93 94 95 96 97 98 99 100 C.A.#11 STEINBECK PLACE (Private)VALENTINE DRIVE(Private)V AL E NTI NEDRI VE(P r i v a t e ) 5' SIDEWALK 5' SIDEWALK 5' SIDEW A L K 5' S IDEWALK 5' S I D E W A L K5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.B-B21' I.E.E.B-B 21' I.E.E. B-B 21' I.E.E.B-B× × W W W W W W W WWWWWWWMANHOLE 487A TO BE TIED INTO EX. PIPE 5' SIDEWALK × 481 487A 482 483 485 486 487 488 486A 488A 489 484 488B 485A 485B 17 18 19 5' SIDEWALK SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 850 825 830 840 850 MANHOLE #487ASTA. 5+05TC=844.57227 L.F. 0.30% 24" R.C.P. CLASS III 837.33 838.01 YARD INLET #487STA. 2+78TC=842.3096 L.F. 0.30% 27" R.C.P. CLASS III 836.94837.23 MANHOLE #486STA. 1+82TC=844.0047 L.F. 0.30% 27" R.C.P. CLASS III 836.70836.84 CURB INLET (DC) #485STA. 1+36TC=844.43128 L.F. 1.50 % 2 7 " R . C . P . C L A S S I I I 833.00 834.91 END SECTION #484STA. 0+00TC=835.6027" R.C.P. W INV.=836.94 27" R.C.P. NE INV.=836.84 12" R.C.P. S INV.=838.74 SECTION 2 PROPOSED GRADE EXISTING GRADE BYPASS #485ASTA. 1+28TC=844.458 L.F. 1.50% 27" R.C.P. CLASS III UP INV.=835.13 DOWN INV.=835.01 12" R.C.P. NW INV.=835.01 27" R.C.P. NE INV.=834.91 27" R.C.P. SW INV.=835.01 (2)VALENTINE DRIVE8" WATER18"MIN6"S.S.D. EX. 18" R.C.P. INV.=840.23 CONTRACTOR TO VERIFY LOCATION AND INVERT PRIOR TO CONSTRUCTION. IF VARIATION EXISTS, THEN CONTACT ENGINEER. HYDRAULIC GRADE LINE 8" S.D.R. 35 P.V.C INV.= 834.21 STRM 482-EX481 SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 YARD INLET #482STA. 0+70TC=843.5070 L.F. 0.30% 12" R.C.P. CLASS III 839.08839.29 EX. YARD INLET #481STA. 0+00TC=844.59EX. 15" R.C.P. N INV.=838.98 SECTION 2 PROPOSED GRADE EXISTING GRADE HYDRAULIC GRADE LINE STRM 483-EX481 SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 EX. 15" R.C.P. N INV.=838.98 EX. YARD INLET #481STA. 0+00TC=844.59CURB INLET (DC) #483STA. 0+37TC=843.8337 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=839.19 DOWN INV.=839.08 SECTION 2 PROPOSED GRADE EXISTING GRADE VALENTINE DRIVE8" WATER18"MIN6"S.S.D. HYDRAULIC GRADE LINE 8" S.D.R. 35 P.V.C INV.= 832.91 STRM 486A-486 SCALE: 1"=50' HOR. 1"=5' VERT. 830 840 850 830 840 850 27" R.C.P. W INV.=836.94 27" R.C.P. NE INV.=836.84 12" R.C.P. S INV.=838.74END SECTION #486ASTA. 0+18TC=840.7518 L.F. 4.30% 12" R.C.P. CLASS III UP INV.=839.50 DOWN INV.=838.74 MANHOLE #486STA. 1+82TC=844.00SECTION 2 PROPOSED GRADE EXISTING GRADE HYDRAULIC GRADE LINE SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 850 825 830 840 850 END SECTION #489STA. 2+18TC=840.0251 L.F. 3.00% 12" R.C.P. CLASS III UP INV.=838.50 DOWN INV.=836.98 CURB INLET (DC)3' SUMP W/SNOUT #488STA. 1+67TC=841.2782 L.F. 1.8 0 % 1 2 " R . C . P . CLASS III 835.22 836.70 MANHOLE #488ASTA. 0+85TC=840.2885 L.F. 2 . 5 0 % 1 2 " R . C . P . C L A S S III 833.00 835.12 END SECTION #488BSTA. 0+00TC=835.06SECTION 2 PROPOSED GRADE EXISTING GRADE 8" WATERVALENTINE DRIVE6"S.S.D. HYDRAULIC GRADE LINE DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STORM SEWER PLAN & PROFILEC603 1" = 50 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C600 Storm Plan and Profile.dwg - C603Modified / By:April 10, 2020 12:24:58 PM / brobinsonPlotted / By:October 6, 2020 9:16:52 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) Ù ADA RAMP TO BE INSTALLED FULL DEPTH GRANULAR BACKFILL (SEE DETAIL ON SHEET C801) (CB)CHAIRBACK CURB (DC)DEPRESSED CURB 870 S 848.0 870 W > o o oNOTES: ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE, NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF +0.00' TO -0.20' OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE-DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE WALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED INLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE DETAIL D-18 ON SHEET C801. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER REQUIREMENTS, SEE SHEET No. C801 ON THE TRENCH DETAIL. ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BE CONSTRUCTED WITH A TOLERANCE OF 0.10 FT.± MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS: THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS. AND AS APPROVED BY THE CITY OF CARMEL. STORM SYSTEM STORM SEWERS FOR THIS DEVELOPMENT WILL BE PRIVATE. T.P. C.O. T.P. TV.P. C.O. C.O.T.P. T.P. C.O. EX. SANITARY EX. SANITARY MANHOLE TC=833.15' 8" CLAY INV.=828.66' N INV.=828.66' S EX. SANITARY MANHOLE TC=831.85' 10" CLAY INV.=827.71' N 8" CLAY INV.=827.71' S EX. SANITARY MANHOLE TC=839.22' 10" CLAY INV.=833.32' SW INV.=833.32' N 6" CLAY INV.=834.52' S Golfview D r i v e Kinzer AvenueEX. SANITARY MANHOLE TC=833.41' 8" CLAY INV.=826.41' S 10" CLAY INV.=826.29' W INV.=825.96' N INV.= 824.24' E APARTMENT BUILDINGEX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 21" R.C.P. SE INV.=832.76 21' I.E.E.VAR. D.U.& L.M.A.E.&P.A.E. 80' R/ W 1 4 ' B . L .5' BL31' D.U.& S.S. E. VAR. D.U.& L.M.A.E.&P.A.E.& B.M.P.E. 5' BL5' BLVAR. B.M.P.E.VAR. B. M . P. E. W WWWW814 815 East Line, N.W. 1/4, Sec.31-T18N-R4EWest Line, N.E. 1/4, Sec.31-T18N-R4E5' SIDEWALK5' SIDEWALK10' BIKE LANE86 87 88 84 85 KINZER AVENUE(Public)V AL E NTI NEDRI VE( P r i v a t e ) 5' SIDEW A L K 5' S ID EWALK 5' SIDEWALK21' I.E.E. B-B W W W W W W W W W WSWALE - 687 L.F. 6" S.S.D.@ 0.38%488 488A 489 488B 523 522 521 520 462 SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 850 825 830 840 850 SECTION 2CURB INLET (CB) #523STA. 4+14TC=839.44CURB INLET (CB)3' SUMP W/SNOUT #522STA. 3+93TC=839.4412 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=834.88 DOWN INV.=834.84MANHOLE #521STA. 3+81TC=839.67217 L.F. 0.30% 12" R.C.P. CLASS III 834.09 834.74 MANHOLE #520STA. 1+64TC=839.45164 L.F. 0.30% 12" R.C.P. CLASS III 833.50833.99 EX. CURB INLET #462STA. 0+00TC=837.7421 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=835.04 DOWN INV.=834.98 CURB INLET (CB)3' SUMP W/SNOUT #522STA. 3+93TC=839.44MANHOLE #520STA. 1+64TC=839.45EX. CURB INLET #462STA. 0+00TC=837.74EX. 15" R.C.P. NW INV.=833.40 PROPOSED GRADE EXISTING GRADE KINZER AVENUEHYDRAULIC GRADE LINE 6"S.S.D. 6"S.S.D.DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STORM SEWER PLAN & PROFILEC604 1" = 50 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C600 Storm Plan and Profile.dwg - C604Modified / By:April 10, 2020 12:24:58 PM / brobinsonPlotted / By:October 6, 2020 9:17:13 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20NOTES: ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE, NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF +0.00' TO -0.20' OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE-DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE WALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED INLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE DETAIL D-18 ON SHEET C801. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER REQUIREMENTS, SEE SHEET No. C801 ON THE TRENCH DETAIL. ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BE CONSTRUCTED WITH A TOLERANCE OF 0.10 FT.± MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS: THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS. AND AS APPROVED BY THE CITY OF CARMEL. STORM SYSTEM STORM SEWERS FOR THIS DEVELOPMENT WILL BE PRIVATE. LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) Ù ADA RAMP TO BE INSTALLED FULL DEPTH GRANULAR BACKFILL (SEE DETAIL ON SHEET C801) (CB)CHAIRBACK CURB (DC)DEPRESSED CURB 870 S 848.0 870 W > o o o T.P. T.P. C.O. C.O. T.P. C.O.TV.P. TV.P. T.P. C.O. C.O.T.P. T.P. C.O. EX. STORM INLET TC=805.60' INV.=803.40' E EX. SANITARY MANHOLE TC=834.32' 8" CLAY INV.=829.72' N 6" CLAY INV.=829.72' E EX. SANITARY MANHOLE TC=832.61' 8" CLAY INV.=829.30' N INV.=829.30' S 6" CLAY INV.=829.30' E EX. SANITARY MANHOLE TC=833.15' 8" CLAY INV.=828.66' N INV.=828.66' S EX. SANITARY MANHOLE TC=831.85' 10" CLAY INV.=827.71' N 8" CLAY INV.=827.71' S EX. SANITARY MANHOLE TC=839.22' 10" CLAY INV.=833.32' SW INV.=833.32' N 6" CLAY INV.=834.52' S 20' GOLFVIEW DRIVE Golfview D r i v e Kinzer AvenueEX. SANITARY MANHOLE TC=833.41' 8" CLAY INV.=826.41' S 10" CLAY INV.=826.29' W INV.=825.96' N INV.= 824.24' E EX. SANITARY MANHOLE TC=832.53' 10/12" CLAY INV.=823.92' W 10/12" CLAY INV.=821.69' S I N D I A N T R A I L D R I V E EX. SANITARY MANHOLE TC=829.32' INV.=821.27' NW INV.=821.62' SW INV.=821.27' E APARTMENT BUILDINGEX. CURB INLET #44 T.C.=838.52 12" R.C.P. NE INV.=836.17 EX. CURB INLET #461A T.C.=838.42 12" R.C.P. NE INV.=833.80 EX. END SECTION 21" R.C.P. SE INV.=832.76 80' R/W 80' R/ W VAR. D.U.& L.M.A.E.&P.A.E.& B.M.P.E.VAR. B.M.P.E.VAR. B.M.P.E.VAR. B . M . P . E . VAR. B . M. P . E .5' SIDEWALK5' SIDEWALK10' BIKE LANE87 88 KINZER AVENUE(Public)KINZER AVENUE(Public)5' SIDEWALK5' SIDEWALK10' BIKE LANE5' SIDEW A L K 5' S IDEWALK 5' SIDEWALK W W W W WWWWSEE INTERSECTION DETAILS FOR ELEVATIONS AND SLOPE DIRECTION OF PATH 32± L. F . OPEN C U T SWALE - 687 L.F. 6" S.S.D.@ 0.38%488 488A 488B 523 522 521 520 462 526 525 524 527 529 528 STRM 527-528 SCALE: 1"=50' HOR. 1"=5' VERT. 820 830 840 820 830 840 122 L.F. 0.30% 12" R.C.P. CLASS III 828.54828.90 END SECTION #527STA. 0+00EX. SAN 10" CLAY INV.= 826.63 EX. SAN 10" CLAY INV.= 821.65 EX. WATER EX. GAS (TO BE RELOCATED)3' DETH ASSUMED4.5' DEPTH ASSUMEDCONTRACTOR TO VERIFY LOCATION AND INVERTS/DEPTHS OF EX. UTILITES PRIOR TO CONSTRUCTION. IF VARIATION EXISTS, THEN CONTACT ENGINEER. 32± L.F. OPEN CUT 6" SSD INV.-828.90 PROPOSED GRADE EXISTING GRADE 78 L.F. 0.30% 12" R.C.P. CLASS III 827.00827.23 SWALE FLOW LINE 6" ORIFICE PLATE INV.-830.40 OUTLET CONTROLSTRUCTURE 24"X24" #528STA. 2+00TC=832.35YARD INLET #529STA. 0+78TC=831.55CONC. CRADLE REQUIRED STM 524-526 SCALE: 1"=50' HOR. 1"=5' VERT. 825 830 840 850 825 830 840 850 CURB INLET (CB) #526STA. 0+69TC=837.6434 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=833.30 DOWN INV.=833.20 CURB INLET (CB) #525STA. 0+35TC=836.9235 L.F. 0.30% 12" R.C.P. CLASS III UP INV.=833.10 DOWN INV.=833.00END SECTION #524STA. 0+00KINZER AVENUEPROPOSED GRADE EXISTING GRADE 6"S.S.D. 6"S.S.D. 6"S.S.D. Inv.-831.50 OUTLET CONTROL STRUCTURE #528 DETAIL NOT TO SCALE 24"6"6" 6"6"6" 6"24" 36" 6"36"6"6"6"6"NOTE: CONTRACTOR SHALL VERIFY PROPER METHOD OF ATTACHING TO OUTLET STRUCTURE PRIOR TO FABRICATION & INSTALLATION PROPOSED SWALE GRADE INV.=828.9012" R.C.P.6" ORIFICE 12" R.C.P.6" SSD INV.=828.90 6" ORIFICE INV.=830.40 6" SSD24"36" NEENAH R-4342 CASTING EXISTING GRADE T\C ELEV.=832.35 PROPOSED SWALE 2 YEAR ELEV.=831.74 10 YEAR ELEV.=832.40 100 YEAR ELEV.=832.68 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STORM SEWER PLAN & PROFILEC604AADDED CONCRETE SWALE AND STORM SEWER07/10/19ADG 1" = 50 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C600 Storm Plan and Profile.dwg - C604AModified / By:April 10, 2020 12:24:58 PM / brobinsonPlotted / By:October 6, 2020 9:17:51 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) Ù ADA RAMP TO BE INSTALLED FULL DEPTH GRANULAR BACKFILL (SEE DETAIL ON SHEET C801) (CB)CHAIRBACK CURB (DC)DEPRESSED CURB 870 S 848.0 870 W > o o o11 1 1 NOTES: ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE, NO LESS TO ACHIEVE PLAN RIM GRADE. ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF +0.00' TO -0.20' OF PLAN GRADE. ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO WASTE-DRAINS TO WATERWAY" ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE WALL SMOOTH BORE PERFORATED (HDPE) PIPE. DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED INLETS. FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE DETAIL D-18 ON SHEET C801. ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP CLASS III. FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER REQUIREMENTS, SEE SHEET No. C801 ON THE TRENCH DETAIL. ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BE CONSTRUCTED WITH A TOLERANCE OF 0.10 FT.± MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS: THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS. AND AS APPROVED BY THE CITY OF CARMEL. STORM SYSTEM STORM SEWERS FOR THIS DEVELOPMENT WILL BE PRIVATE. (CB) = CHAIRBACK CURB (DC) = DEPRESSED CURB STORM SEWER STRUCTURE TABLE STR.# 417 435A 436A 453 457 462 469 469A 472A 472B 474 475 476 477 478A 478 479 481 482 483 484 (1) 484 485 485A 485B 486A 486 487 487A 488B 488A 488 489 491 492 493 494 495 496 497 TYPE EX. CURB INLET EX. MANHOLE CURB INLET (CB) EX. MANHOLE EX. CURB INLET EX. CURB INLET EX. YARD INLET CURB INLET (DC) CURB INLET (CB) DBL CURB INLET (DC) YARD INLET CURB INLET (CB) MANHOLE YARD INLET CURB INLET (CB) CURB INLET (CB) CURB INLET (DC) EX. YARD INLET YARD INLET CURB INLET (DC) END SECTION END SECTION CURB INLET (DC) BYPASS WATER QUALITY END SECTION MANHOLE YARD INLET MANHOLE END SECTION MANHOLE CURB INLET (DC) 3' SUMP W/SNOUT END SECTION YARD INLET CURB INLET (DC) CURB INLET (DC) CURB INLET (CB) MANHOLE MANHOLE CURB INLET (CB) T.C. 851.05 843.77 843.81 845.27 847.77 837.74 844.11 845.82 843.77 844.62 844.80 845.34 845.75 844.16 843.58 843.97 844.78 844.59 843.50 843.83 0.00 835.60 844.43 844.45 844.54 840.75 844.00 842.30 844.57 835.06 840.28 841.27 840.02 846.60 849.52 849.86 845.61 849.88 851.29 852.37 CASTING TYPE EXISTING EXISTING R-3287-10V EXISTING EXISTING EXISTING EXISTING R-3505-A R-3287-10V (2) R-3505-A R-4342 R-3287-10V R-1772 R-4342 R-3287-10V R-3287-10V R-3505-A EXISTING R-4342 R-3505-A w/DEBRIS GUARD w/DEBRIS GUARD R-3505-A CUSTOM CUSTOM w/DEBRIS GUARD R-1772 R-4342 R-1772 w/DEBRIS GUARD R-1772 R-3505-A w/DEBRIS GUARD R-4342 R-3505-A R-3505-A R-3287-10V R-1772 R-1772 R-3287-10V DIA. IN 12 12 27 27 27 12 12 24 24 18 12 12 12 24 15 21 15 15 12 12 12 12 27 27 12 27 27 12 24 12 12 12 12 15 21 12 12 21 12 12 21 15 DIR. IN S N W N SW W E N N W S S S W S W SW S W SE W E SW SW NW SW W S N S W W NW W N E W N E W N W INV. IN 846.50 846.60 838.52 838.52 838.65 840.44 840.02 840.02 842.28 842.28 833.50 838.93 838.92 838.82 839.11 839.01 839.17 839.61 840.16 839.11 839.08 839.08 833.00 836.70 835.01 835.01 836.94 838.74 837.33 833.00 835.22 836.98 844.16 842.65 842.84 844.51 844.51 843.86 846.90 846.47 844.34 845.18 DIA. OUT 12 36 27 27 24 15 12 12 27 24 12 21 15 15 12 12 15 15 12 12 27 27 12 12 27 27 24 12 12 12 15 18 12 12 24 21 21 DIR. OUT E E E S S NW N N NE E E E NE N NW N N N E W NE NE SE N NE E S N E E E E SE E S S S INV OUT 846.50 838.43 838.55 839.92 842.18 833.40 838.83 839.18 838.72 838.91 840.25 839.07 839.51 840.26 839.22 839.01 839.25 838.98 839.29 839.19 835.13 834.91 835.01 839.50 836.84 837.23 838.01 835.12 836.70 838.50 843.03 842.55 844.27 840.50 842.74 843.76 844.24 SLOPE 0.30% 0.35% 0.15% 0.80% 1.00% 0.25% 0.28% 0.30% 0.15% 0.15% 0.45% 0.15% 0.47% 0.25% 0.30% 0.30% 0.24% 0.34% 0.30% 0.30% 1.50% 1.50% 0.00% 4.30% 0.30% 0.30% 0.30% 2.50% 1.80% 3.00% 0.28% 0.25% 0.30% 0.30% 0.56% 0.47% 0.50% NOTES EXISTING EXISTING SEE CURB INLET DETAIL ON SHEET C801 EXISTING EXISTING EXISTING EXISTING SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE YARD INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE MANHOLE DETAIL D-20 ON SHEET C801 SEE YARD INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 EXISTING SEE YARD INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 ??? ??? SEE CURB INLET DETAIL ON SHEET C801 SEE BYPASS DETAIL ON SHEET C805 SEE WQ STR DETAIL ON SHEET C805 SEE END SECTION DETAIL ON SHEET C801 SEE MANHOLE DETAIL D-20 ON SHEET C801 SEE MANHOLE DETAIL D-21 ON SHEET C801 SEE MANHOLE DETAIL D-20 ON SHEET C801 SEE END SECTION DETAIL ON SHEET C801 SEE MANHOLE DETAIL D-20 ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE END SECTION DETAIL ON SHEET C801 SEE YARD INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE MANHOLE DETAIL D-20 ON SHEET C801 SEE MANHOLE DETAIL D-20 ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 STORM SEWER STRUCTURE TABLE STR.# 498 499 500 501 502 502B 502C 502A 503 504 506 507 508 509 510 511 512 513 514 517 518 520 521 522 523 524 525 526 527 528 529 TYPE CURB INLET (CB) CURB INLET (CB) CURB INLET (CB) CURB INLET (CB) MANHOLE CURB INLET (DC) CURB INLET (CB) CURB INLET (CB) CURB INLET (CB) CURB INLET (DC) CURB INLET (CB) CURB INLET (CB) MANHOLE CURB INLET (DC) CURB INLET (CB) CURB INLET (CB) YARD INLET CURB INLET (DC) CURB INLET (DC) YARD INLET YARD INLET MANHOLE MANHOLE CURB INLET (CB) 3' SUMP W/SNOUT CURB INLET (CB) END SECTION CURB INLET (CB) CURB INLET (CB) END SECTION OUTLET CONTROL STRUCTURE 24"X24" YARD INLET T.C. 852.43 851.94 849.95 850.75 851.22 851.65 852.10 852.50 853.51 853.93 854.04 854.25 853.34 854.20 854.98 852.35 850.80 853.37 852.47 852.13 851.14 839.45 839.67 839.44 839.44 834.25 836.92 837.64 828.25 832.35 831.55 CASTING TYPE R-3287-10V R-3287-10V R-3287-10V R-3287-10V R-1772 R-3505-A R-3287-10V R-3287-10V R-3287-10V R-3505-A R-3287-10V R-3287-10V R-1772 R-3505-A R-3287-10V R-3287-10V R-4342 R-3505-A R-3505-A R-4342 R-4342 R-1772 R-1772 R-3287-10V R-3287-10V w/DEBRIS GUARD R-3287-10V R-3287-10V w/DEBRIS GUARD R-4342 R-4342 DIA. IN 21 12 12 12 15 15 15 12 12 15 15 15 15 12 12 12 12 12 12 12 12 DIR. IN N W W N W W N N W N W W W E S W W SW W W W INV. IN 844.64 846.62 846.94 846.94 845.43 845.73 846.12 846.31 847.38 846.38 846.70 846.92 845.00 845.80 834.09 834.84 834.98 833.00 833.20 827.00 828.54 DIA. OUT 21 12 12 12 12 12 12 12 15 15 15 15 15 15 15 12 21 12 12 15 12 12 12 12 12 12 12 12 12 DIR. OUT S W W E N S E E E E E S E S E E S E W E S N N E E NE E E E INV OUT 844.54 846.96 845.00 845.00 846.52 847.09 846.84 847.00 845.33 845.63 846.02 846.21 846.28 846.60 846.82 846.96 844.90 847.53 847.54 847.10 846.67 833.99 834.74 834.88 835.04 833.10 833.30 828.90 827.23 SLOPE 0.30% 0.30% 2.50% 2.50% 0.30% 0.30% 0.30% 0.30% 0.25% 0.35% 0.30% 0.30% 1.15% 0.30% 0.30% 2.50% 0.30% 3.00% 1.50% 0.30% 0.30% 0.30% 0.30% 0.30% 0.30% 0.30% 0.30% 0.30% 0.30% NOTES SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE MANHOLE DETAIL D-20 ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE MANHOLE DETAIL D-20 ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE MANHOLE DETAIL D-21 ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE YARD INLET DETAIL ON SHEET C801 SEE YARD INLET DETAIL ON SHEET C801 SEE MANHOLE DETAIL D-20 ON SHEET C801 SEE MANHOLE DETAIL D-20 ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 ??? SEE CURB INLET DETAIL ON SHEET C801 SEE CURB INLET DETAIL ON SHEET C801 ??? SEE OUTLET CONTROL STRUCTURE DETAIL ON SHEET C604A SEE YARD INLET DETAIL ON SHEET C801 STORM SEWER PIPE TABLE NAME 498-497 497-496 496-495 495-EX457 500-495 501-495 499-496 502-EX417 493-492 494-453 492-EX457 491-492 502A-502C 502B-502C 477-476 436-435A 479-472B 475-472B 482-481 483-481 EX481-EX441 487-486 486-485 485A-484 489-488 488-488A 474-476 472A-436 478-472A 476-475 472B-472A 507-506 506-504 504-503 503-497 513-508 512-498 514-512 511-496 510-509 508-512 509-508 EX454-EX453 EX456-EX453 EX453-EX435A EX435A-EX435B EX418-EX417 EX417-EX414A 517-510 518-507 488A-488B 487A-487 469A-EX469 EX469-EX468 486A-486 EX457-EX456 (2) 485B-485A 485-485A 523-522 522-521 521-520 520-EX462 EX462-EX461 502C-502 478A-478 253 254 255 255 (1) SIZE 21" 21" 21" 24" 12" 12" 12" 12" 12" 12" 18" 15" 12" 12" 15" 27" 15" 21" 12" 12" 15" 27" 27" 27" 12" 12" 12" 27" 12" 15" 24" 15" 15" 15" 15" 12" 21" 12" 12" 15" 15" 15" 12" 24" 27" 36" 12" 12" 15" 12" 12" 24" 12" 12" 12" 24" 12" 27" 12" 12" 12" 12" 15" 12" 12" 12" 12" 12" 12" LENGTH 66.00' 76.19' 193.24' 82.45' 19.75' 19.75' 19.75' 8.00' 34.83' 19.75' 107.70' 133.24' 20.76' 50.00' 255.96' 19.86' 59.00' 42.52' 70.00' 36.51' 115.84' 96.11' 46.62' 127.52' 50.62' 82.34' 19.83' 48.55' 31.00' 73.01' 59.06' 31.00' 97.37' 58.27' 59.64' 4.90' 87.83' 116.00' 19.75' 41.12' 111.10' 73.92' 19.75' 154.92' 174.63' 19.75' 31.00' 88.55' 59.38' 121.51' 84.93' 227.09' 82.80' 60.55' 17.66' 51.00' 8.00' 8.00' 21.00' 11.75' 217.31' 163.86' 39.43' 74.47' 35.71' 34.33' 34.88' 122.03' 77.98' SLOPE 0.30% 0.50% 0.47% 0.56% 2.50% 2.50% 0.30% 0.30% 0.30% 0.30% 0.25% 0.28% 0.30% 0.30% 0.25% 0.15% 0.24% 0.15% 0.30% 0.30% 0.34% 0.30% 0.30% 1.50% 3.00% 1.80% 0.45% 0.15% 0.30% 0.47% 0.15% 0.30% 0.30% 0.35% 0.25% 3.00% 0.30% 1.50% 2.50% 0.30% 1.15% 0.30% 2.03% 1.00% 0.80% 0.35% 0.52% 0.30% 0.30% 0.30% 2.50% 0.30% 0.30% 0.28% 4.30% 1.00% 0.00% 1.50% 0.30% 0.30% 0.30% 0.30% 0.25% 0.30% 0.30% 0.30% 0.30% 0.30% 0.30% MATERIAL R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. R.C.P. UPSTREAM STR.# 498 497 496 495 500 501 499 502 493 494 492 491 502A 502B 477 436A 479 475 482 483 481 487 486 485A 489 488 474 472A 478 476 472B 507 506 504 503 513 512 514 511 510 508 509 453 435A 417 517 518 488A 487A 469A 469 486A 457 485B 485 523 522 521 520 462 502C 478A 526 525 528 529 DOWNSTREAM STR.# 497 496 495 457 495 495 496 417 492 453 457 492 502C 502C 476 435A 472B 472B 481 481 486 485 484 488 488A 476 436A 472A 475 472A 506 504 503 497 508 498 512 496 509 512 508 453 453 435A 417 510 507 488B 487 469 486 485A 485A 522 521 520 462 502 478 525 524 529 527 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STORM SEWER TABLESC605 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C600 Storm Plan and Profile.dwg - C605Modified / By:April 10, 2020 12:24:58 PM / brobinsonPlotted / By:October 6, 2020 9:18:02 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 TV.P. MOHAWK WB LLC MOHAWK WB LLC 8" TEE 8" VALVE 8" VALVE TEMP. HYDRANT TEMP. HYDRANT 8" D.I.8" D.I. HYDRANT 8" VALVEEast Auman Drive64 65 67 68 69 Lot 90 70 71 72 73 74 75 EX. 4' MH #806 T.C.=844.42 8" S.D.R. 35 P.V.C N INV.=836.88 8" S.D.R. 26 P.V.C S INV.=835.25 8" S.D.R. 35 P.V.C E INV.=836.88 EX. CURB INLET #459 T.C.=849.02 12" R.C.P. SW INV.=845.10 EX. CURB INLET #458 T.C.=848.32 12" R.C.P. NE INV.=844.35 12" R.C.P. W INV.=844.25 EX. CURB INLET #456 T.C.=847.87 12" R.C.P. E INV.=843.11 24" R.C.P. S INV.=841.34 24" R.C.P. N INV.=841.44 EX. CURB INLET #457 T.C.=847.83 24" R.C.P. S INV.=841.97 EX. MANHOLE #453 T.C.=844.67 24" R.C.P. N INV.=839.80 27" R.C.P. S INV.=839.70 12" R.C.P. E INV.=839.80 EX. CURB INLET #454 T.C.=844.89 12" R.C.P. W INV.=840.38 EX. YARD INLET #435A T.C.=843.96 36" R.C.P. E INV.=838.49 27" R.C.P. N INV.=838.49 EX. CURB INLET #445 T.C.=843.85 15" R.C.P. N INV.=838.65 15" R.C.P. SW INV.=838.75 40' SETBACK 40' SETBACK VAR. D.U. &L.M.A.E. VAR. D.U. &L.M.A.E. VAR. D.U. &L.M.A.E.& P.A.E. 21' I.E.E. 31' D.U.&S.S.E. 46' R/W 31' D.U.&S.S.E. 31' D.U.&S.S.E.21' I.E.E.21' I.E.E.10' D.&.U.E.21' I.E.E.5' BL5' BL5' BL5' BL5' BL5' BL5' BL5' B.L.5' B.L.10' D.&.U.E.10' D.&.U.E.5' B.L. & U.E.67 68 69 70 71 72 73 74 75 EX. 50' R/W EX. 50' R/W 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' BL5' BL 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. 5' D.&.U.E.5' B.L.5' B.L.5' B.L. & U.E.91.5' R/W 91.5' R/W50' R/W31' D.U.&S.S.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E. 20' I.E.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E. 40' SETBACK 40' SETBACK 10' D.&.U.E.10' D.&.U.E.26' D.U.&S.S.E.21' I.E.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.& U.E.5' B.L.5' B.L.5' B.L.5' B.L. 5' B.L.5' B.L.5' B.L.5' B.L.Auman Drive East67 68 69 70 71 72 73 74 75 EX. 50' R/W 5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E. 5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E.5' B.L.5' B.L.50' R/W46' R/W 5' BL 67 68 69 70 71 72 73 74 75 5' BL VAR.10'15'10'15'10'VAR. CROSSWALK CROSSWALKCROSSWALK CROSSWALKCROSSWALK CROSSWALK CROSSWALK W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W WWWWWWWWWD D 822 820 821 819 816 81210' PATH5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.40' SETBACK CROSSWALKVAR. D.U.S. &L.M.A.E. VAR. D.U.S. &L.M.A.E. VAR. D.U.S. &L.M.A.E.& P.A.E.5' D.&U.E.GILDER DRIVE (Private) 142 167 217 230 219 220 221 229 222 223 224 225 226 228 216 150 149 148 146 145 144 143 155 154 153 152 151 158 159 160 162 163 164 165 166 156 157 147 231 232 233 234 235 238 237 177 176 175 174 173 172 171 170 169 168 178 161 C.A.#16 C.A.#21 C.A.#20 C.A.#19 C.A.#17 C.A.#18MADELYN DRIVE(Private)BARRYMORE DRIVE (Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)POWELL WAY (Private)MADELYN DRIVE(Private)LAGERFIELD DRIVE (Public)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)31' D.U.&S.S.E. 91.5' R/W50' R/W45.75' R/W EX. 45.75' HALF R/W 91.5' R/W 91.5' R/W 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.B-B21' I.E.E. B-B 21' I.E.E. B-B 21' I.E.E. B-B 126 239 218 227 300' L.F. 6" SSD364' L.F. 6" SSD107' L.F. 6" SSD51' L.F. 6" SSDRISER T.C.=852.1 RISER T.C.=853.1 RISER T.C.=852.4 RISER T.C.=845.8 W W 21' I.E.E. B-B 5' B.L. & U.E.5' B.L. & U.E. 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E. SECTION 4 SECTION 3 SECTION 3 SECTION 2 510 509 507 504 506 503 513 508 502A 498 497 511 517 499 496 518 512 501 495 500 493 492 457 491 474 453 476 475 494 478 479 472B 472A 435A 436A CROSSWALKT.P. TV.P. TV.P. APARTMENT BUILDING MOHAWK WB LLC MOHAWK WB LLC 8" TEE8" TEE 8" VALVE 8" VALVE 8" VALVE 8" VALVE TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 8" D.I.8" D.I.8" D.I. HYDRANT HYDRANT 8" VALVE East Auman Drive73 74 75 76 77 78 79 80 EX. 4' MH #805 T.C.=845.97 8" S.D.R. 26 P.V.C N INV.=833.92 8" S.D.R. 26 P.V.C E INV.=833.72 EX. 4' MH #806 T.C.=844.42 8" S.D.R. 35 P.V.C N INV.=836.88 8" S.D.R. 26 P.V.C S INV.=835.25 8" S.D.R. 35 P.V.C E INV.=836.88 15" R.C.P. W INV.=840.80 EX. MANHOLE #453 T.C.=844.67 24" R.C.P. N INV.=839.80 27" R.C.P. S INV.=839.70 12" R.C.P. E INV.=839.80 EX. CURB INLET #454 T.C.=844.89 12" R.C.P. W INV.=840.38 EX. YARD INLET #435A T.C.=843.96 36" R.C.P. E INV.=838.49 27" R.C.P. N INV.=838.49 EX. CURB INLET #445 T.C.=843.85 15" R.C.P. N INV.=838.65 15" R.C.P. SW INV.=838.75 EX. CURB INLET #444 T.C.=843.61 12" R.C.P. N INV.=840.33 EX. CURB INLET #468 T.C.=843.48 15" R.C.P. S INV.=838.96 15" R.C.P. NE INV.=838.86 EX. CURB INLET #431B EX. YARD INLET #469 T.C.=842.59 15" R.C.P. N INV.=839.19 40' SETBACK 21' I.E.E. 31' D.U.&S.S.E. 46' R/W5' BL5' BL5' BL5' B.L.10' D.&.U.E.10' D.&.U.E.73 74 75 76 77 78 79 80 EX. 50' R/W 5' BL5' BL 5' B.L. & U.E.5' B.L. & U.E.5' B.L.Auman Drive East73 74 75 76 77 78 79 80 21' I.E.E. 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E.VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E.50' R/W46' R/W 5' B.L.5' B.L.10' B.L.5' BL VAR. D.U.& L.M.A.E.& P.A.E.10' D.&.U.E.10' D.&.U.E.40' SETBACK 10' B.L.VAR. B.L.10 ' B . L . 10' P.A.E.10' P.A.E.10' P.A.E. 73 74 75 76 77 78 79 80 EX. 50' R/W 5' BL 10' D.&.U.E.10' D.&.U.E.10' D.&.U.E.10' D.&.U.E. 5' BL 5' BL 5' BL 5' BL 5' B L 5' BL 5' BL 5' BL 5' BL5' BL5' BL5.5' P.A.E.VAR. S.L.E.10'10'10'10' VAR. S.L.E. VAR. S.L.E.10'15'10'15'10'VAR. S.L.E. CROSSWALK CROSSWALK WWWWWWWWWWWW W W W W W W W W W W WWS D D 812 811A 811 8055' B.L.5' B.L.5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.40' SETBACK 119 118 117 116 115 114 113 112 111 110 109 108 107 135 134 132 131 127 124 123 122 121 120 133 130129128 142 167 145 144 143 162 163 164 165 166 161 C.A.#14 C.A.#15 MADELYN DRIVE(Private)STEINBECK PLACE (Private)ASTOR LANE(Private)LAGERFIELD DRIVE (Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)31' D.U.&S.S.E. 45.75' R/W EX. 45.75' HALF R/W 91.5' R/W 21' I.E.E.B-B 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E. B-B 21' I.E.E. B-B 21' I.E.E.B-B126 125 209' L.F. 6" SSD300' L.F. 6" SSDRISER T.C.=845.8 RISER T.C.=846.0 W W 21' I.E.E.B-B SECTION 3 SECTION 2 SECTION 3 SECTION 2 469A 474 453 476 475 494 477 478 479 472B 472A 435A 436A 469 478A 16CROSSWALK DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942SUB SURFACE DRAIN PLANC606 1" = 50 FT 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C606 Sub Surface Drain Plan.dwg - C606Modified / By:April 30, 2020 9:20:15 AM / dmetzPlotted / By:October 6, 2020 9:19:07 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20LEGEND EXISTING CONTOUR EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED GRADE PROPOSED CONTOUR PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATER LINE PROPOSED SWALE PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) 870 S 848.0 870 W > o o o SA3 N RI M MM M MMGolfview DriveAPARTMENT BUILDINGAPARTMENT BUILDING847848843 842 846847847848848849849849 84983 5 83 1 83 2 83 3 83 4 83 6 83 7 83 8 83 9 82 5 83 0 8 2 4 82 6 82 7 82 8 82 9 83 1 8228 2 3 836840838835834840847 847 849 849 830.70SA3 N RI M SA3 N RI M 3780 838.53 ST2 S FLAT SA3 N RI M 5139 841.93 5140 841.90 A/C_UNIT C.O.SA4 R4 EX. SANITARY MANHOLE TC=831.85' EX. SANITARY MANHOLE TC=839.22' 10" CLAY INV.=833.32' SW 20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 (NOT TO BE VACATED) 20' 20' 20'20'20' Gas Line Easement Record 264, Pg. 354 Amended by Record 301, Pg. 645 MOHAWK WB LLC MOHAWK WB LLC ** ** * * * * * 82 0 8 2 1 81 7 8 1 8 8 1 9 8 4 0 84 1 84 2 8" TEE 8" TEE 22.5° BEND 11.25° BEND 8" VALVE 8" VALVE 8" VALVE TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 8" D. I .8" D.I.HYDRANT 8" VALVE TEMP. HYDRANT 11.25° BEND 8" TEE 8" D.I.8" VALVE 84 0 837 83 8 83 9 841 842 83 5 83 2 83 3 83 4 83 6 83 0 828 82 9 83 1 826 827 825 824 822 823820821 817818 819 8 4 2 842843844APARTMENT BUILDINGAP A R T M E N T B U I L D I N G 1867 839.40 X LINE 18"? RCP 1868 845.45 X LINE 18"? RCP PVMT PVMT PVMT Golfview D r i v e Kinzer AvenueKinzer AvenueEX. 5' SIDEWALKEX. 5 ' S I D E W A L K EX. 5' SIDEWALK EX. 5 ' S I D E W A L K EX. SANITARY MANHOLE TC=833.41' 8" CLAY INV.=826.41' S 10" CLAY INV.=826.29' W INV.=825.96' N INV.= 824.24' E N.P.= 10 YEAR ELEV.= 2 YEAR ELEV.= 100 YEAR ELEV.= BOTTOM ELEV.= EX. WET POND WITH NATIVE BANKS 833.00 835.63 837.14 839.57 817.00 SA3 N RIM10' BIKE LANESTEINBECK PLACE (Private)ASTOR LANE(Private)VALENTINE DRIVE(Private)VA L ENT I NEDRI VE( P r i v a t e ) 21' I.E.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E. 21' I.E.E.21' I.E.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. & B.M.P.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E.KINZERAVENUE(Public)5' B.L.5' BL5' BL5' BL1 4 ' B . L .5' BL 31' D.U.&S. S. E. VAR. D.U.& L.M.A.E.&P.A.E.& B.M.P.E. 10' P.A.E.10' P.A.E.10' P.A.E.10' P.A.E.5' D.&U.E. 5' D.&U.E. 10' D.&.U.E.10' D.&.U.E.15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.5' BL5' B L 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL 5' BL5' BL5' BL5' BL5' BL 5' B L5' BL15' D.&.U.E.15' D.&.U.E.15' D.&.U.E.10' D.&.U.E.5.5' P.A.E.VAR. B . M. P . E . VAR. S.L.E.10'10'10'10' HYDRANT HYDRANT 11.25° BEND 11.25° BEND 11.25° BEND 11.25° BEND 22.5° BEND 22.5° BEND 8" TEE S 1" COPPER SERVICE LINE 140 24 L.F. 1" COPPER SERVICE LINE 88 26 L.F. 1" COPPER SERVICE LINE 87 26 L.F. 1" COPPER SERVICE LINE 86 24 L.F. 1" COPPER SERVICE LINE 85 24 L.F. 1" COPPER SERVICE LINE 84 26 L.F. 1" COPPER SERVICE LINE 83 25 L.F. 1" COPPER SERVICE LINE 82 24 L.F. 1" COPPER SERVICE LINE 81 24 L.F. 1" COPPER SERVICE LINE 80 24 L.F. 1" COPPER SERVICE LINE 79 25 L.F. 1" COPPER SERVICE LINE 89 4 L.F. 1" COPPER SERVICE LINE 90 3 L.F. 1" COPPER SERVICE LINE 91 3 L.F. 1" COPPER SERVICE LINE 92 3 L.F. 1" COPPER SERVICE LINE 93 4 L.F. 1" COPPER SERVICE LINE 94 3 L.F. 1" COPPER SERVICE LINE 78 24 L.F. 1" COPPER SERVICE LINE 77 24 L.F. 1" COPPER SERVICE LINE 76 24 L.F. 1" COPPER SERVICE LINE 75 24 L.F. 1" COPPER SERVICE LINE 74 24 L.F. 1" COPPER SERVICE LINE 73 24 L.F. 1" COPPER SERVICE LINE 72 24 L.F. 1" COPPER SERVICE LINE 71 24 L.F. 1" COPPER SERVICE LINE 70 24 L.F. 1" COPPER SERVICE LINE 95 3 L.F. 1" COPPER SERVICE LINE 97 3 L.F. 1" COPPER SERVICE LINE 96 3 L.F. 1" COPPER SERVICE LINE 98 3 L.F. 1" COPPER SERVICE LINE 99 3 L.F. 1" COPPER SERVICE LINE 100 3 L.F. 1" COPPER SERVICE LINE 139 24 L.F. 1" COPPER SERVICE LINE 138 24 L.F. 1" COPPER SERVICE LINE 137 24 L.F. 1" COPPER SERVICE LINE 136 24 L.F. 1" COPPER SERVICE LINE 101 3 L.F. 1" COPPER SERVICE LINE 102 3 L.F.1" COPPER SERVICE LINE 103 3 L.F. 1" COPPER SERVICE LINE 104 3 L.F. 1" COPPER SERVICE LINE 105 3 L.F. 1" COPPER SERVICE LINE 106 3 L.F. 1" COPPER SERVICE LINE 107 3 L.F.1" COPPER SERVICE LINE 108 3 L.F. 1" COPPER SERVICE LINE 109 3 L.F. 1" COPPER SERVICE LINE 110 3 L.F.1" COPPER SERVICE LINE 111 3 L.F. 1" COPPER SERVICE LINE 134 3 L.F. STEINBECK PLACE (Private)ASTOR LANE(Private)VALENTINE DRIVE(Private)V AL E NTI NEDRI VE(P r i v a t e ) 21' I.E.E. B-B 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.B-B21' I.E.E.B-B 21' I.E.E . B-B 21' I.E.E. B-B W W W W W W W WWWWWWWWWWWWWWWWWWWW8" TAPPING SLEEVE & VALVE WET TAP 20' (TYP.)9'(TYP.)20'(TYP.)9'(TYP. ) 20' (TYP.)9' (TYP . ) 8" VALVE 8" VALVE 8" VALVE 8" VALVE SECTION 3 SECTION 2 REMOVE EX. TEMP. HYDRANT 1" COPPER SERVICE LINE 135 3 L.F. EX. 8" WATER HYD R A NT EXIST. FIRE HYDRANT TO BE REINSTALLED AS A PERMINANT FIRE HYDRANT PER CARMEL WATER SPECIFICATIONS EXIST. FIRE HYDRANT TO BE REINSTALLED AS A PERMINANT FIRE HYDRANT PER CARMEL WATER SPECIFICATIONS EXISTING TRANFORMERS TO BE RELOCATED DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942WATER PLANC700REVISED PER CARMEL WATER03/12/20DSM 1" = 50 FT NOTES: NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. FOR INSTALLATION OF SANITARY AND WATER UNDER CITY STREETS AND COVER REQUIREMENTS, SEE THE TRENCH DETAIL ON SHEET C700. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. ALL WATERMAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED BLUE TOP. POSI-CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSTALLATION AND MEGA LUGS MUST BE INSTALLED AT ALL MECHANICAL JOINTS. ALL DUCTILE IRON WATERMAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE REFLECTOR TAPE MUST BE INSTALLED 12" TO 18" ABOVE ALL WATERMAINS LAID, ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL SPECIFICATIONS FULL DEPTH GRANULAR BACKFILL PER CITY STANDARDS SHALL BE PLACED FOR ALL STREET CROSSINGS FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. ONLY MUELLER HYDRANTS AND VALVES MAY BE USED. PRESSURE PIPE JOINT RESTRAINT TABLE LENGTH OF IPE TO BE RESTRAINED IN EACH DIRECTION FROM 1/4 OF BEND BASED ON 150 psi TEST PRESSURE DEGREE OF BEND 6"8"10"12"14"16"18"20"24"30" 90°, TEES & PLUGS 27'35'42'50'58'65'73'80'95'115' 45°7'9'11'13'15'17'19'21'24'29' 22 1 2°3'4'5'6'7'8'9'10'12'14' 11 14°2'2'3'3'4'4'4'5'6'7' RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. LEGEND EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING WATER METER PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED REDUCERDYHWV M 1" COPPER SERVICE LENGTH - EXCAVATE FOR EACH JOINT PIPE TO BE SUPPORTED ALONG ENTIRE WATER SERVICE INSTALLATION COCK1" CORP. O.D. + 1' (NO SCALE)RIGHT-OF-WAY LINEPROTECTED ANGLE VALVE WITH PLASTIC WRAP 3.5'1.0'5'-0" 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C700 Water Plan.dwg - C700Modified / By:March 12, 2020 11:18:34 AM / dmetzPlotted / By:October 6, 2020 9:20:05 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 TV.P.845.59845.12845.16844.76844.85844.96845.42845.33TV.P.845.54845.43846.02 ELECTRIC BOX APARTMENT BUILDING SAND TRAP 847 847847 848848 MOHAWK WB LLC * * * * ** ** ** ** 8" TEE8" TEE 8" VALVE 8" VALVE 8" VALVE 8" VALVE TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 8" D.I.8" D.I.8" D.I. HYDRANT HYDRANT 8" VALVE PVMT PVMTEast Auman Drive73 74 75 76 77 78 79 MADELYN DRIVE(Private)40' SETBACK 21' I.E.E. 31' D.U.&S.S.E. 46' R/WTEMPLETON DRIVE(Public)5' BL5' BL5' BL5' B.L.10' D.&.U.E.10' D.&.U.E.73 74 75 76 77 78 79 EAST AUMAN DRIVEEX. 50' R/W 5' BL5' BL 5' B.L. & U.E.5' B.L. & U.E.5' B.L.Auman Drive East73 74 75 76 77 78 79 LAGERFIELD DRIVE (Public)MADELYN DRIVE(Private)STEINBECK PLACE (Private)ASTOR LANE(Private)TEMPLETON DRIVE W(Public)21' I.E.E. 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E.VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E.50' R/W46' R/W 5' B.L.5' B.L.10' B.L.5' BL VAR. D.U.& L.M.A.E.& P.A.E.10' D.&.U.E.10' D.&.U.E.40' SETBACK 10' B.L.VAR. B.L.10 ' B . L . 10' P.A.E.10' P.A.E.10' P.A.E.EAST AUMAN DRIVE73 74 75 76 77 78 79 EX. 50' R/W 5' BL 10' D.&.U.E.10' D.&.U.E.10' D.&.U.E.10' D.&.U.E. 5' BL 5' BL 5' BL 5' BL 5' BL 5' B L 5' BL 5' BL 5' BL 5' BL 5' BL5' BL5' BL5.5' P.A.E.VAR. S.L.E.10'10'10'10' VAR. S.L.E. VAR. S.L.E.10'15'10'15'10'VAR. S.L.E. CROSSWALK CROSSWALK HYDRANT 8" TEE 8" VALVE 8" VALVE NEW HYDRANT 8" TEE S D D 1" COPPER SERVICE LINE 136 24 L.F. SERVICE LINE 1" COPPER SERVICE LINE 106 3 L.F. 1" COPPER SERVICE LINE 107 3 L.F.1" COPPER SERVICE LINE 108 3 L.F. 1" COPPER SERVICE LINE 109 3 L.F. 1" COPPER SERVICE LINE 110 3 L.F.1" COPPER SERVICE LINE 111 3 L.F. 1" COPPER SERVICE LINE 112 3 L.F. 1" COPPER SERVICE LINE 134 3 L.F. 1" COPPER SERVICE LINE 132 28 L.F. 1" COPPER SERVICE LINE 133 28 L.F. 1" COPPER SERVICE LINE 113 3 L.F.1" COPPER SERVICE LINE 114 3 L.F. 1" COPPER SERVICE LINE 115 3 L.F. 1" COPPER SERVICE LINE 116 3 L.F. 1" COPPER SERVICE LINE 117 24 L.F. 1" COPPER SERVICE LINE 118 3 L.F. 1" COPPER SERVICE LINE 131 24 L.F. 1" COPPER SERVICE LINE 130 24 L.F. 1" COPPER SERVICE LINE 129 24 L.F. 1" COPPER SERVICE LINE 128 24 L.F. 1" COPPER SERVICE LINE 119 3 L.F. 1" COPPER SERVICE LINE 120 3 L.F. 1" COPPER SERVICE LINE 121 3 L.F.1" COPPER SERVICE LINE 122 31 L.F. 1" COPPER SERVICE LINE 123 11 L.F. 1" COPPER SERVICE LINE 124 11 L.F. 1" COPPER SERVICE LINE 125 11 L.F. 1" COPPER SERVICE LINE 127 24 L.F. 1" COPPER SERVICE LINE 126 24 L.F. 1" COPPER SERVICE LINE 142 10 L.F. 1" COPPER SERVICE LINE 143 10 L.F. 1" COPPER SERVICE LINE 144 10 L.F. 1" COPPER SERVICE LINE 145 10 L.F.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.40' SETBACK MADELYN DRIVE(Private)STEINBECK PLACE (Private)ASTOR LANE(Private)LAGERFIELD DRIVE (Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)31' D.U.&S.S.E. 45.75' R/W EX. 45.75' HALF R/W 91.5' R/W 21' I.E.E. B-B 31' D.U.&S.S.E. 36' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E. B-B 21' I.E.E. B-B 21' I.E.E.B-B8" TEE 1" COPPER SERVICE LINE 143 10 L.F. 1" COPPER SERVICE LINE 167 28 L.F. 1" COPPER SERVICE LINE 166 28 L.F. 1" COPPER SERVICE LINE 165 28 L.F. 1" COPPER SERVICE LINE 164 28 L.F. 1" COPPER SERVICE LINE 163 28 L.F. 1" COPPER SERVICE LINE 162 28 L.F. 1" COPPER SERVICE LINE 161 28 L.F. 28 L.F. 21' I.E.E. B-B 20' B-B 20' B-B 30'B-B8'(TYP.)8'(TYP.)20'(TYP.)9' (TYP.) 8" VALVE 8" VALVE 8" VALVE SECTION 3 SECTION 2 SECTION 3 SECTION 2 REMOVE EX. TEMP. HYDRANT 1" COPPER SERVICE LINE 135 3 L.F.EX. 8" WATER8" TAPPING SLEEVE & VALVE WET TAP HYDRANT CROSSWALKEXIST. FIRE HYDRANT TO BE REINSTALLED AS A PERMINANT FIRE HYDRANT PER CARMEL WATER SPECIFICATIONS EXISTING TRANFORMERS TO BE RELOCATED DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942WATER PLANC701REVISED PER CARMEL WATER03/12/20DSM 1" = 50 FT NOTES: NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. FOR INSTALLATION OF SANITARY AND WATER UNDER CITY STREETS AND COVER REQUIREMENTS, SEE THE TRENCH DETAIL ON SHEET C700. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. ALL WATERMAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED BLUE TOP. POSI-CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSTALLATION AND MEGA LUGS MUST BE INSTALLED AT ALL MECHANICAL JOINTS. ALL DUCTILE IRON WATERMAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE REFLECTOR TAPE MUST BE INSTALLED 12" TO 18" ABOVE ALL WATERMAINS LAID, ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL SPECIFICATIONS FULL DEPTH GRANULAR BACKFILL PER CITY STANDARDS SHALL BE PLACED FOR ALL STREET CROSSINGS FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. ONLY MUELLER HYDRANTS AND VALVES MAY BE USED. PRESSURE PIPE JOINT RESTRAINT TABLE LENGTH OF IPE TO BE RESTRAINED IN EACH DIRECTION FROM 1/4 OF BEND BASED ON 150 psi TEST PRESSURE DEGREE OF BEND 6"8"10"12"14"16"18"20"24"30" 90°, TEES & PLUGS 27'35'42'50'58'65'73'80'95'115' 45°7'9'11'13'15'17'19'21'24'29' 22 1 2°3'4'5'6'7'8'9'10'12'14' 11 14°2'2'3'3'4'4'4'5'6'7' RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. LEGEND EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING WATER METER PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED REDUCERDYHWV M 1" COPPER SERVICE LENGTH - EXCAVATE FOR EACH JOINT PIPE TO BE SUPPORTED ALONG ENTIRE WATER SERVICE INSTALLATION COCK1" CORP. O.D. + 1' (NO SCALE)RIGHT-OF-WAY LINEPROTECTED ANGLE VALVE WITH PLASTIC WRAP 3.5'1.0'5'-0" 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C700 Water Plan.dwg - C701Modified / By:March 12, 2020 11:18:34 AM / dmetzPlotted / By:October 6, 2020 9:20:18 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 845.43846.02846.78848.03849.49851.89852.60SA3 N RIM851.90852.91851.80852.55851.30851.76SA3 N RI M 849.34851.58SA3 N RI M 851.69SAND TRAPS SAND TRAPS SAND TRAP853853853 85 2 8 5 1 849 852 852 850850850849848847 8 4 5 851851852847 847847 SA3 N RI M R40R20X3R24 R30R18 R30 R20 R24 R24R24 X2 R36R12X2 R48R24_PINER18_PINER8X5_MAPLER6R8X4R6X6R6X2R8R8X2R8X2R6C L US T E R R6CLUS TE R R24MOHAWK WB LLC * * ** 12"x8" TEE TEMP. HYDRANT TEMP. HYDRANT 8" VALVE 12" D.I.HYDRANT HYDRANT HYDRANT 8" VALVE East City Center Drive Kinzer AvenueEast Auman DriveEX. 10' ASPHALT PATH EX. 1 0 ' A S PHA L T PATH EX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANEEX. 5' SIDEWALKEX. 10' BIKE LANE64 65 Lot 90 40' SETBACK VAR. D.U. &L.M.A.E. VAR. D.U. &L.M.A.E. VAR. D.U. &L.M.A.E.& P.A.E.50' R/W31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E. 21' I.E.E. 21' I.E.E.21' I.E.E.21' I.E.E.10' D.&.U.E.21' I.E.E.5' BL5' BL5' BL5' BL5' BL5' B.L.5' B.L.10' D.&.U.E.5' B.L. & U.E.5' BL5' BL5' BL5' BLVAR. B.L. VAR. D.U.&U.E.&L.M.A.E. EX. 50' R/W 5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' B.L. & U.E.5' D.&.U.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L5' B.L.5' B.L. & U.E.91.5' R/W 91.5' R/W North Line, N.W. 1/4, Sec.31-T18N-R4E 50' R/W31' D.U.&S.S.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E.21' I.E.E.21' I.E.E. 21' I.E.E. 20' I.E.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.&P.A.E. VAR. D.U.& L.M.A.E.& P.A.E. N.E. Cor., N.W.1/4 Sec. 31-T18N-R4E Found Harrison Monu.. per H.C.S. Ties 40' SETBACK 40' SETBACK 10' D.&.U.E.10' D.&.U.E.26' D.U.&S.S.E.21' I.E.E.EX. 50' R/WINST. #___________10' B.L.&D.&.U.E.10' B.L.&D.&.U.E. VAR. D.U.& L.M.A.E.&P.A.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.& U.E.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L. 5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B . L .5' B.L. & U.E.5' B.L. & U.E.5' B.L.&U.E.Auman Drive EastEX. 50' R/W 5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E. 5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E.5' B.L.& U.E. 40' SETBACK 5' B.L.5' B.L.10' B.L.&D.&.U.E. 10' B . L . & D . & . U . E . CROSSWALKCROSSWALK CROSSWALKCROSSWALK CROSSWALK CROSSWALK 8" TEE 8" TEE 8" TEE 11.25° BEND 11.25° BEND 11.25° BEND 22.5° BEND 8" VALVE 8" VALVE 8" VALVE 8" VALVE 8" TEE HYDRANT NEW HYDRANT HYDRANT HYDRANT SD 1" COPPER SERVICE LINE 173 37 L.F. 1431" COPPER144 1" COPPER SERVICE LINE 145 10 L.F. 1" COPPER SERVICE LINE 146 10 L.F. 1" COPPER SERVICE LINE 147 10 L.F. 1" COPPER SERVICE LINE 148 10 L.F. 1" COPPER SERVICE LINE 149 10 L.F. 1" COPPER SERVICE LINE 150 10 L.F. 1" COPPER SERVICE LINE 221 10 L.F. 1" COPPER SERVICE LINE 220 10 L.F. 1" COPPER SERVICE LINE 219 10 L.F. 1" COPPER SERVICE LINE 156 24 L.F. 1" COPPER SERVICE LINE 155 24 L.F. 1" COPPER SERVICE LINE 154 24 L.F. 1" COPPER SERVICE LINE 153 24 L.F. 1" COPPER SERVICE LINE 152 24 L.F. 1" COPPER SERVICE LINE 151 24 L.F. 1" COPPER SERVICE LINE 222 24 L.F. 1" COPPER SERVICE LINE 223 24 L.F. 1" COPPER SERVICE LINE 224 24 L.F. 1" COPPER SERVICE LINE 225 24 L.F. 1" COPPER SERVICE LINE 226 24 L.F. 1" COPPER SERVICE LINE 227 7 L.F. 1" COPPER SERVICE LINE 228 24 L.F. 1" COPPER SERVICE LINE 229 24 L.F. 1" COPPER SERVICE LINE 178 37 L.F. 1" COPPER SERVICE LINE 177 37 L.F. 1" COPPER SERVICE LINE 176 37 L.F. 1" COPPER SERVICE LINE 175 37 L.F. 1" COPPER SERVICE LINE 174 37 L.F. 1" COPPER SERVICE LINE 172 37 L.F. 1" COPPER SERVICE LINE 170 37 L.F. 1" COPPER SERVICE LINE 171 37 L.F. 1" COPPER SERVICE LINE 169 37 L.F. 1" COPPER SERVICE LINE 168 37 L.F. 1" COPPER SERVICE LINE 239 24 L.F. 1" COPPER SERVICE LINE 238 24 L.F. 1" COPPER SERVICE LINE 237 24 L.F. 1" COPPER SERVICE LINE 201 3 L.F. 1" COPPER SERVICE LINE 202 5 L.F. 1" COPPER SERVICE LINE 203 9 L.F. 1" COPPER SERVICE LINE 236 24 L.F. 1" COPPER SERVICE LINE 235 24 L.F. 1" COPPER SERVICE LINE 234 24 L.F. 1" COPPER SERVICE LINE 233 24 L.F. 1" COPPER SERVICE LINE 232 24 L.F. 1" COPPER SERVICE LINE 231 24 L.F.1" COPPER SERVICE LINE 230 24 L.F. 1" COPPER SERVICE LINE 218 10 L.F. 1" COPPER SERVICE LINE 217 10 L.F. 1" COPPER SERVICE LINE 216 10 L.F. 1" COPPER SERVICE LINE 204 3 L.F. 1" COPPER SERVICE LINE 205 3 L.F. 1" COPPER SERVICE LINE 206 3 L.F. 1" COPPER SERVICE LINE 207 3 L.F.1" COPPER SERVICE LINE 208 3 L.F. 1" COPPER SERVICE LINE 209 3 L.F. 1" COPPER SERVICE LINE 210 3 L.F.1" COPPER SERVICE LINE 211 3 L.F. 1" COPPER SERVICE LINE 212 3 L.F. 1" COPPER SERVICE LINE 213 3 L.F.1" COPPER SERVICE LINE 214 3 L.F. 1" COPPER SERVICE LINE 215 3 L.F. VAR. D.U.S. &L.M.A.E. VAR. D.U.S. &L.M.A.E. VAR. D.U.S. &L.M.A.E.& P.A.E.5' D.&U.E.GILDER DRIVE (Private)ASTOR LANE(Private)MADELYN DRIVE(Private)BARRYMORE DRIVE (Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)TEMPLETON DRIVE(Public)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)POWELL WAY (Private)MADELYN DRIVE(Private)TEMPLETON DRIVE(Public)ASTOR LANE(Private)ASTOR LANE(Private)91.5' R/W50' R/W91.5' R/W 91.5' R/W 31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E.31' D.U.&S.S.E.31' D.U.&S.S.E. 31' D.U.&S.S.E. 31' D.U.&S.S.E.21' I.E.E.B-B21' I.E.E. B-B 21' I.E.E. B-B 20' I.E.E.B-B 21' I.E.E. B-B 21' I.E.E.B-B21' I.E.E. B-B CROSSWALK 21' I.E.E. B-B 1" COPPER SERVICE LINE 163 1" COPPER SERVICE LINE 162 28 L.F. 1" COPPER SERVICE LINE 161 28 L.F. 1" COPPER SERVICE LINE 160 28 L.F. 1" COPPER SERVICE LINE 159 28 L.F. 1" COPPER SERVICE LINE 158 28 L.F. 1" COPPER SERVICE LINE 157 28 L.F. 8" VALVE 8" VALVE 8" VALVE HYDRANT 50' R/W8' (TYP.)22'(TYP.)20'B-B 20' B-B 20' B-B 20'B-B 20' B-B 20'B-B 20'B-B20'B-B30'B-B50' R/W30'B-B20'B-B20'(TYP.)9' (TYP.) 20' (TYP.)9'(TYP.)9' (TYP.)20'(TYP.)9' (TYP.) 8' (TYP.)8'(TYP.)8'(TYP.)8' (TYP.)22'(TYP.)8'(TYP.)8" VALVE SECTION 4 SECTION 3 REMOVE EX. TEMP. HYDRANT HYDRANT EXIST. FIRE HYDRANT TO BE REPLACED AS A PERMINANT FIRE HYDRANT PER CARMEL WATER SPECIFICATIONS HYDRANT 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 195 196 197 198 C.A.#21 199 200 194 EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINE EX. SERVICE LINEEX. SERVICE LINE EX. SERVICE LINE DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942WATER PLANC702REVISED PER CARMEL WATER03/12/20DSM 1" = 50 FT NOTES: NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. FOR INSTALLATION OF SANITARY AND WATER UNDER CITY STREETS AND COVER REQUIREMENTS, SEE THE TRENCH DETAIL ON SHEET C700. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. ALL WATERMAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED BLUE TOP. POSI-CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSTALLATION AND MEGA LUGS MUST BE INSTALLED AT ALL MECHANICAL JOINTS. ALL DUCTILE IRON WATERMAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE REFLECTOR TAPE MUST BE INSTALLED 12" TO 18" ABOVE ALL WATERMAINS LAID, ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL SPECIFICATIONS FULL DEPTH GRANULAR BACKFILL PER CITY STANDARDS SHALL BE PLACED FOR ALL STREET CROSSINGS FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. ONLY MUELLER HYDRANTS AND VALVES MAY BE USED. PRESSURE PIPE JOINT RESTRAINT TABLE LENGTH OF IPE TO BE RESTRAINED IN EACH DIRECTION FROM 1/4 OF BEND BASED ON 150 psi TEST PRESSURE DEGREE OF BEND 6"8"10"12"14"16"18"20"24"30" 90°, TEES & PLUGS 27'35'42'50'58'65'73'80'95'115' 45°7'9'11'13'15'17'19'21'24'29' 22 1 2°3'4'5'6'7'8'9'10'12'14' 11 14°2'2'3'3'4'4'4'5'6'7' RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. LEGEND EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING WATER METER PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED REDUCERDYHWV M 1" COPPER SERVICE LENGTH - EXCAVATE FOR EACH JOINT PIPE TO BE SUPPORTED ALONG ENTIRE WATER SERVICE INSTALLATION COCK1" CORP. O.D. + 1' (NO SCALE)RIGHT-OF-WAY LINEPROTECTED ANGLE VALVE WITH PLASTIC WRAP 3.5'1.0'5'-0" 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P R TE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C700 Water Plan.dwg - C702Modified / By:March 12, 2020 11:18:34 AM / dmetzPlotted / By:October 6, 2020 9:20:31 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942SANITARY SEWER DETAILSC800 24" 28-1/2" 1" 26"7"1-1/2"36" SANITARY MANHOLE R-1642A NOT-TO-SCALE The Contractor shall be required to furnish the developer's Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such asbuilt prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above the said termination point. 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P RTE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS F EPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C800 Construction Details.dwg - C800Modified / By:September 29, 2020 6:53:00 AM / dmetzPlotted / By:October 6, 2020 8:49:51 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20IDEM SANITARY SEWER SPECIFICATIONS DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STORM SEWER DETAILSC801 LABELED "DUMP NO WASTE". NOTE: ALL CASTINGS SHALL BE*NOTE TO CONTRACTOR: THE CITY OF CARMEL REQUIRES DOUBLE WALL HANCOR HI-Q SSD PIPE OR EQUAL TO BE USED. 1. 2. NOTES: The storm sewer system shall be constructed per design specified and as approved by the City of Carmel on the final approved construction plans. Deviations from the approved design shall only be permitted due to special circumstances or difficulty during construction and will require prior field approval from a designated representative of the City of Carmel in addition to supplemental approval by the design engineer. An explanation of any such deviation shall be included as a requirement on as-built/record drawings submitted for release of performance guarantees. Approved design slopes identified as generating velocities of 2.5 fps or less or 10 fps or greater (at full flow capacity) shall require as-built certification at the time of construction, prior to backfilling the pipe. The contractor is instructed to as-built each section of storm pipe as it is being installed to ensure compliance with the design plans and as approved by the City of Carmel. All storm sewers shall be constructed with reinforced concrete pipe Class III or as noted and conform to A.S.T.M. C-76 or latest revision. All manholes shall be precast concrete construction in accordance with State of Indiana Specifications and shall have Type "A" cast iron ring and cover. A PRECAST CONCRETE END SECTION DETAIL APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH SECTION A-A SECTION B-B VERTICAL FLARE HORIZONTAL FLARE R-2 "A""A" "B" "B" DIA.E WALL D SKIRT (GROOVE-OUTLET END) (TONGUE-INLET END)WALLDIA. WALL 0.0704' DIA.+1 BC WALL 1/32 TAPER PER INCH PER SIDE.R-1 DIA. 1 1/2"R DIA. 1 1/2"R R - 16 6 1/2 5 5 1/2 4 1/2 3 3/4 3 1/4 3 1/2 SKIRT 3 1/2 3 1/2 4 4 4 1/2 4 1/2 5 5 1/2 5 1/2 5 1/2 5 3/4 6 3/4 7 1/4 7 3/4 8 1/2 9 6 1/4 R-2 9 11 12 13 14 14 1/2 15 17 1/2 20 22 22 24 24 24 24 24 24 R-1 10 1/16 12 1/2 15 1/2 16 1/8 16 11/16 17 3/4 18 5/16 23 3/4 24 1/16 27 1/4 28 1/8 36 3/4 35 11/16 38 5/8 41 15/16 44 13/16 32 7/8 DIA. +1 13 16 19 22 25 28 31 34 37 43 49 61 67 73 79 85 55 E 24 30 36 42 48 54 60 66 72 78 84 96 102 108 114 120 90 D 72 7/8 73 73 73 73 1/2 73 1/2 73 3/4 97 3/4 97 3/4 98 98 99 99 99 99 99 100 C 48 1/8 46 46 38 30 25 1/2 19 3/4 39 1/4 34 3/4 35 26 39 21 21 21 21 35 B 24 27 27 35 43 1/2 48 54 58 1/2 63 63 72 60 78 78 78 78 65 A 4 6 9 9 9 1/2 10 1/2 12 13 1/3 15 21 24 30 24 34 24 24 27 WT. SEC 530 740 990 1280 1520 1930 2190 3150 4100 5380 6550 8750 10630 12520 14430 16350 8040 G or T 1 1/2 2 2 1/2 2 1/4 2 1/2 2 1/2 3 3 3/8 3 1/2 3 3/4 4 1/4 5 5 1/2 6 6 1/2 7 4 3/4 WALL 2 2 1/4 2 1/2 2 3/4 3 4 7 7 1/2 8 DIA. 12 15 18 21 24 27 30 33 36 42 48 54 60 66 72 78 84 2500 psi CONCRETE BOTTOM OF TRENCH PERSPECTIVE VIEW - EARTH CUT AWAY TO BE USED WHEN CLEAR DISTANCE BETWEEN PIPES IS 24" OR LESS, OR WERE NOTED ON THE DRAWINGS. NOT-TO-SCALE CONCRETE CRADLE 5'- 0 " M I N 5'- 0 " M I N 5'-0" MIN 5'-0" MI N 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P RTE WLE D E HVADIRJ.ADNINAI EEG NIRENOILA NS F EPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C800 Construction Details.dwg - C801Modified / By:September 29, 2020 6:53:00 AM / dmetzPlotted / By:October 6, 2020 8:49:57 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20NOT-TO-SCALE 24"x64" INLET DOUBLE CURB INLET SIDE VIEW PLAN VIEW 76'24'8'76'24'6'6'PLAN VIEW 76'24'6'6'36'36'6'6' 6'6'64'8'SIDE VIEW NOT-TO-SCALE 24"x64" DOUBLE INLET FLAT TOP NOT-TO-SCALE 60" I.D. MONOLITHIC BASE SIDE VIEW PLAN VIEW 72'60" - BASE/8" - 60"8'PLAN VIEW 14'SIDE VIEW NOT-TO-SCALE DOUBLE CURB INLET MANHOLE 60" I.D. FLAT TOP w/ (2) 24" SQUARE HOLE CASTINGS SUPPLIED BY CUSTOMER NOTE: OPENINGS BASE ON PIPE O.D.+4" NOTE: HOLES FOR PIPE UNDERDRAINS SUPPLIED IF REQUIRED. 24 X 24 SQ. OPENING 12-#5 REBAR AROUND OPENINGS #4 BARS @ 6" C.C. EACH WAY (2" CLEAR I.B.) Ø60" I.D. M.A. INDUSTRIES PLASTIC STEPS 16" O.C. 24 X 24 SQ. OPENING 8-#5 REBAR AROUND OPENING 7'72'#4 BARS @ 6" C.C. EACH WAY (2" CLEAR I.B.) 36"x36" 30"x30"6" CONC. PIPE REINFORCED CONCRETE BASE WEEP HOLES FOR CASTING TYPES SEE STRUCTURE DATA CHART FINISH GRADE 2'-0" 4" VARIES 0'-3" MIN. 2.5' MIN. CURB INLET CATCH BASIN NOT-TO-SCALE YARD INLET CATCH BASIN NOT-TO-SCALE FOR CASTING TYPES SEE STRUCTURE DATA CHART 24"x24" 2.5' MIN. NOTE: MAXIMUM 48 INCHES FROM T/C TO INVERT DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET DETAILSC802 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P RTE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C800 Construction Details.dwg - C802Modified / By:September 29, 2020 6:53:00 AM / dmetzPlotted / By:October 6, 2020 8:50:00 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20TRANSVERSE CONTRACTION JOINTS TOP OF CURB CURB JOINT DETAIL MAX. 50' TRANSVERSE EXPANSION JOINTS PAVEMENT ***** ***** BOTTOM OF CURB WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHALL BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER SHALL BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHALL BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 50 FEET. CONTRACTION JOINTS ON TANGENT SECTIONS SHALL BE INSTALLED AT 10 FOOT MAX. SPACING. CONTRACTION JOINTS ON RADII SHALL BE INSTALLED AT 5 FOOT MAX. SPACING. MAX. 50'***** MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS: THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE TINSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. NOTE: ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET DETAILSC803 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P RTE WLE D E HVADIRJ .ADNINAI EEG NIRENOILA NS FEPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C800 Construction Details.dwg - C803Modified / By:September 29, 2020 6:53:00 AM / dmetzPlotted / By:October 6, 2020 8:50:03 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/2020'-0"6" 21' -0" I.E.E. SLOPE: 1/4" / FT. STONE BASE TO EXTEND UNDER CURB DEPRESSED CURB AND GUTTER DOUBLE WALL, HANCOR HI Q S.S.D. TO BE INSTALLED UNDER CURB, BOTH SIDES OF STREET COMPACTED SUBGRADE 5'-0" SETBACK STONE BASE TO EXTEND UNDER CURB DOUBLE WALL, HANCOR HI Q S.S.D. TO BE INSTALLED UNDER CURB, BOTH SIDES OF STREET ** DEPRESSED CURB AND GUTTER 6"5'-0" SETBACK 10'-0"10'-0"6" 50'-0" R/W SLOPE: 1/4" / FT.SLOPE: 1/4" / FT. STONE BASE TO EXTEND UNDER CURB DEPRESSED CURB AND GUTTER DOUBLE WALL, HANCOR HI Q S.S.D. TO BE INSTALLED UNDER CURB, BOTH SIDES OF STREET COMPACTED SUBGRADE 5'-6"5'-0" SIDEWALK STONE BASE TO EXTEND UNDER CURB CHAIRBACK CURB DOUBLE WALL, HANCOR HI Q S.S.D. TO BE INSTALLED UNDER CURB, BOTH SIDES OF STREET ** 5'-0" SETBACK 8'-0" PARKING LANE 6"5'-6"5'-0" SIDEWALKGREEN BUFFERGREEN BUFFER 5'-0" SETBACK 10'-0"10'-0" 80'-0" R/W SLOPE: 1/4" / FT.SLOPE: 1/4" / FT. STONE BASE TO EXTEND UNDER CURB CHAIRBACK CURB DOUBLE WALL, HANCOR HI Q S.S.D. TO BE INSTALLED UNDER CURB, BOTH SIDES OF STREET COMPACTED SUBGRADE 8'-6"5'-0" SIDEWALK STONE BASE TO EXTEND UNDER CURB CHAIRBACK CURB DOUBLE WALL, HANCOR HI Q S.S.D. TO BE INSTALLED UNDER CURB, BOTH SIDES OF STREET ** 10'-0" SETBACK 8'-0" PARKING LANE 6"5'-0"11'-6" STREET TREESSIDEWALKSTREET TREES 8'-0" PARKING LANE 10'-0" ASPHALT BIKE LANE 10'-0" SETBACK 21' PRIVATE ALLEY ASTOR DRIVE / POWELL DRIVE / STEINBECK DRIVE VALENTINE DRIVE NOT-TO-SCALE 50' PUBLIC RIGHT-OF-WAY BARRYMORE DRIVE / LAGERFIELD DRIVE NOT-TO-SCALE 80' PUBLIC RIGHT-OF-WAY BOULEVARD KINZER AVE. NOT-TO-SCALE 12'-0"39'-6"6" 91'-6" R/W SLOPE: 1/4" / FT. COMPACTED SUBGRADE 5'-0" SETBACK STONE BASE TO EXTEND UNDER CURB CHAIRBACK CURB DOUBLE WALL, HANCOR HI Q S.S.D. TO BE INSTALLED UNDER CURB, BOTH SIDES OF STREET * 8'-0" 91'-6'' PUBLIC RIGHT-OF-WAY BOULEVARD TEMPLETON DRIVE NOT-TO-SCALE * PARKING LANE 6" GREEN 5'-0" SIDEWALK 12'-0"6" SLOPE: 1/4" / FT. 5'-0" SETBACK STONE BASE TO EXTEND UNDER CURB CHAIRBACK CURB DOUBLE WALL, HANCOR HI Q S.S.D. TO BE INSTALLED UNDER CURB, BOTH SIDES OF STREET * 8'-0" * PARKING LANE 6"5'-0" SIDEWALK 31' D.U.S.S.E. 3'-0" BUFFER6" WIDTHS WILL BE BASED ON DIMENSIONS SHOWN ON STREET CROSS-SECTIONS NOTE: ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON. DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942STREET DETAILSC804 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P RTE WLE D E HVADIRJ.ADNINAI EEG NIRENOILA NS F EPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C800 Construction Details.dwg - C804Modified / By:September 29, 2020 6:53:00 AM / dmetzPlotted / By:October 6, 2020 8:50:04 AM / Andre GuyonGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20Standard Unit - Near Vertical Setback Reinforced Soil Retained Soil Foundation Soil 8" Min. Low Permeable Soil Keystone Cap Unit Approximate Limits of Excavation Grid Depth Unreinforced Concrete or Crushed Stone Leveling Pad Design Height24" Keystone Standard Unit Unit Drainage Fill (3/4" Crushed Rock or Stone) Decorative Fence per developer 48"FLAT TOPS Typical Reinforced Water Wall Section (Retaining Wall Detail for Pool Deck) TYP. SAFETY FENCE PANEL FOR PLAYGROUND AREA DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942BMP DETAILSC805 65840BKM-Sec 2-3-4SECTIONS 2, 3, & 4ADG JSL CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/20/2019DP I T E S G E E O TS R P RTE WLE D E HVADIRJ.ADNINAI EEG NIRENOILA NS F EPRO STATE OF S File Name:S:\65840BKM-S3\DWG\C800 Construction Details.dwg - C805Modified / By:September 29, 2020 6:53:00 AM / dmetzPlotted / By:October 26, 2020 3:13:11 PM / Darren MetzGRAMERCY WESTREVISED PER TAC COMMENTSADG05/08/19REVISED PER TAC COMMENTSADG09/27/19REVISED PER CLIENT COMMENTSDSM10/16/19REVISED PER CITY OF CARMEL COMMENTSDSM12/12/19REVISED PER CITY OF CARMEL COMMENTSDSM12/30/19REVISED PER CLIENT COMMENTSDSM01/13/20REVISED SWALE PER CARMEL COMMENTSDSM04/16/20RAISED SITE 0.80 FT FOR DIRT BALANCEADG09/24/20S:\65840BKM-S3\DWG\C800 CONSTRUCTION DETAILS.DWG 10/26/2020 3:13 PMBYPASS STR. #485A 12" RCP 12" RCP 27" RCP27" RCP72"Ø BYPASS WEIR TOP EL.=836.06 INV.=834.91INV.=835.01 INV.=835.01