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Home My WebLink AboutC601 STORM PLANS - ROSIES GARDENSN. COLLEGE AVE(PUBLIC ROW)VILLAGE PLACE S. (PUBLIC ROW) VACATED 25' ROW PER BOOK 87 PAGE 100 AT HCSO OHU OHU OHU PARK AVE(PUBLIC ROW)LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 93 LOT 94 LOT 95 LOT 96 LOT 97 LOT 102 LOT 101 LOT 100 LOT 99 LOT 98 LOT 157 LOT 158 LOT 159 LOT 160 LOT 161 OHU OHU GGGGGWWWWWWWWWWWWWWWOHU OHU OHU OHU OHU OHU OHUOHUOHUOHU OHUOHUOHUOHUOHUOHUOHUOHUE E E E DDDDDDDDD D D DD D D D D DDDDDDDDDDDWWWWW W W WWE EEE10 14 10 4 1066 66 7 GGGGGGGGGGGGGWWWEEE Storm 204-102 830 835 840 845 850 855 Storm 101 - Existing Storm 830 835 840 845 850 855 Storm 230-200 835 840 845 850 855 835 840 845 850 855 Storm 250-220 835 840 845 850 855 835 840 845 850 855 STORM SEWER NOTES 1.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND STORMWATER POLLUTION PREVENTION PLAN. 2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 3.THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 4.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 5.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 6.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 7.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 8.ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 9.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. 10.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. 11.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS. 12.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 14.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 15.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 16.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH PLUMBING DRAWINGS. 17.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER INSTALLATION. 18.ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS. 19.EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 20.ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 21.ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 22.ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT. 23.NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO FINAL TURNOVER TO THE OWNER. 24.ALL HDPE PIPE SHALL BE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR APPROVED EQUAL. 25.ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS, CLEANOUTS, REDUCERS, ETC., SHALL BE OF HDPE MATERIAL COMPARABLE WITH STORAGE PIPES. 26.PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY. 27.VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM SEWER CONNECTION. ROW RIGHT OF WAY ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT PAVEMENT STORM SEWER PLAN AND PROFILE LEGEND UTILITIES ABBREVIATIONS LEGEND EXISTING GRADE FINISHED GRADE GRANULAR BACKFILL W S N E C601 STORM PnP - ROSIES GARDENSC601STORM PLAN AND PROFILEW22.0156SSRW22.015604/06/2023EACSSRROSIE'S GARDENS10402 N. College Avenue, Carmel, IN 4628010 9abcd 8 7 6efgh109876 5 4 3 2 Part of the NE/4 of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONREVISIONS PER SECOND ROUND OF COMMENTS 08.21.2023SMB1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitecturePROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Know what's below. before you dig.Call R STEVEN SCOTT RUCKER P.E. 11300279 HEAVY DUTY ASPHALT CONCRETE PAVEMENT STANDARD DUTY ASPHALT RIGHT OF WAY LINE BOUNDARY LINE LINE TYPES EXISTING SANITARY SEWER MAIN EXISTING STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS OVERHEAD UTILITY G G G W W E E E C C C OHU OHU SANITARY SEWER LATERALSANSAN GUY ANCHOR ORNAMENTAL LIGHT STREET LIGHT ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS PEDESTAL FIRE HYDRANT SPRINKLER CONTROL VALVE SPIGOT WATER METER GAS METER ELECTRIC METER EXISTING BOLLARD POST ACCESSIBLE SPACE COMMUNICATIONS RISER EXISTING BEEHIVE INLET EXISTING ROUND INLET EXISTING SQUARE INLET EXISTING SANITARY SEWER MANHOLE PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (2 HEAD) PROPOSED BOLLARD PROPOSED END SECTION PROPOSED STORM INLET PROPOSED STORM INLET BOARD FENCE CHAINLINK FENCE PROPOSED STORM SEWER MAIN FLOW LINE BENCHMARK INFORMATION SITE TBM #1 MAG NAIL SET IN THE NORTH SIDE OF A UTILITY POLE 54.8' FROM THE SOUTHEAST CORNER OF THE BUILDING AT 10450 N. COLLEGE AVE AND APPROXIMATELY 214' SOUTH OF THE INTERSECTION OF N. COLLEGE AVE AND 105TH STREET. ELEV. 845.04 (NAVD 88) SITE TBM #2 MAG NAIL SET IN THE EAST SIDE OF A UTILITY POLE APPROXIMATELY 108.9' SOUTH OF THE INTERSECTION OF N. COLLEGE AVE AND E. 104TH STREET, AND 121.8' NORTH OF A FIRE HYDRANT ON THE WEST SIDE OF N. COLLEGE AVE. ELEV.846.92 (NAVD 88) NOTE ALL CASTINGS TO BE STAMPED HYDRAULIC GRADE LINE - 10-YR