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HomeMy WebLinkAboutGrading & Storm Sewer PlanXXXXXXXXXXR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WESMTESMTESMTESMTESMTESMTESMTESMTESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMTESMTESMTESMTESMT3.1'8.2'.ESMTESMTESMTESMTESMTESMTESMTTC: 884.41Inv. 12" N 882.01Inv. 15" S 882.01TC: 884.98Inv. 10" E 883.23TC: 884.92Inv. Unable to OpenTC: 884.90Inv. Unable to OpenTC: 884.41Inv. 15" W 882.66TC: 885.76Inv. Unable to OpenTC: 884.12COCOCOMMTTTTTEx. End SectionInv. 881.42Ex. End SectionInv. 881.28Ex. End SectionInv. 880.88Ex. End SectionInv. 881.12Ex. End SectionInv. 880.90Ex. End SectionInv. 882.38Ex. End SectionInv. 881.65Ex. End SectionInv. 882.43Ex. End SectionInv. 882.40886 884886886 886886886884 8 8 488688688688688688688788 4 884886886886886 884 884 884884884 88488 4 884 884883 883 883883 883883 883 882 882882 882882882883 886886887887888 888886887888 885883887887885885 88 5 8 8 5885885885885885 885 885 8858858858858"W 8"W 8"W PLPLPLPLPLPL PL PL PLPLPL 2"W2"W2"W10"STM12"STM15"STM15"STMSTME E E E SANSANSAN50' Ex. R/W886.48886.23886.26Wetlandoo12"STM12"STM12" STM12" STM12"STMDSDSDSCOCO8"RD8"RD8"RD8"RD8"RD 1246EX1EX2EX3EX4EX5EX6886886886886886886886886886884883884 883 884 885 885 884 885 885885 G6"F6"F 6"F6"FPR. PIPE CULVERTINV. 882.0012"STMPIVGG8858855R/WR/W47'PreservationEasementConstruction LimitsConstruction LimitsConstruction Limits388787.3087.3086.7086.7087.2086.7086.2085.7086.2185.7186.2585.7587.2086.7086.8486.3485.8585.3586.0885.8485.3485.8085.3085.2085.2085.1885.1885.7085.2085.85 ME85.35 ME86.0285.5285.92 ME85.4084.9084.8984.8984.8284.8285.54 ME85.04 ME85.19 ME84.69 ME86.2085.7087.0586.5585.7485.2486.6586.1586.09 ME85.59 ME86.28 ME85.78 ME86.59 ME85.95 ME85.95 ME87.4086.9086.3285.8286.2585.7586.0785.5785.7385.23 ME85.7785.2786.2485.7485.2484.7485.5385.0385.5685.0685.3784.8785.3084.8085.1784.6785.0684.5685.0584.5585.1384.6385.2384.7385.5985.0584.4084.1084.3584.1784.4583.0882.9783.0282.8582.9885.7485.2084.5584.2584.5084.3284.6083.2383.1283.1783.0083.1385.7285.2285.6285.1286.8886.3885.8885.8884.7086.1085.60 ME84.9984.9285.1585.4185.3886.2585.50 ME85.7086.45 ME85.95 ME84.2585.2085.3085.8086.00 MEEXISTINGDRAINAGE SWALEEXISTINGDRAINAGE SWALE12333PROPOSEDBUILDINGADDITIONFFE: 887.30PROPOSEDBUILDINGADDITIONFFE: 886.70EXISTINGBUILDINGFFE: 886.7044EXPOSEAC2.3BC2.356CC2.3DC2.3EC2.3EXISTINGPONDOVERFLOW/FLOOD ROUTE884.59STORM SEWER STRUCTURE COORDINATESStructureTCNorthingEastingNorthing As-BuiltEasting As-Built123456885.20885.50883.12884.45885.25884.501704478.981704588.511704398.881704398.001704395.731704341.94167947.13167944.64167920.48167872.22167772.55167875.24GRADING LEGENDEXISTINGPROPOSEDT/CTCM.E.1.PROVIDE 10' UNDERDRAINS IN FOUR DIRECTIONS AT CATCH BASINS IN PAVEMENT. REFER TO DETAIL D/C2.2.2.PAVEMENT ELEVATIONS REFER TO FINISHED PAVEMENT ELEVATION AT FACE OF CURB UNLESS OTHERWISE NOTED.3.ADD 800 TO SPOT ELEVATIONS TO OBTAIN U.S.G.S. ELEVATIONS.4.CONSTRUCTION WORK WILL NOT BE PERMITTED WITHOUT APPROVED PLANS AND INSPECTION.5.PERFORM WORK IN ACCORDANCE WITH CITY OF CARMEL MATERIAL SPECIFICATIONS AND STANDARD CONSTRUCTION DRAWINGS.6.SOIL EROSION AND SEDIMENTATION BMP MEASURES, PER SHEET C2.4, SHALL BE INSTALLED PRIOR TO START OF ANY CONSTRUCTIONAND SHALL BE MAINTAINED UNTIL CONSTRUCTION HAS BEEN COMPLETED, INCLUDING GRASS BEING WELL ESTABLISHED AND/ORPERMANENT EROSION AND SEDIMENTATION BMP MEASURES IN PLACE. BMP MEASURES SHALL BE TO THE SATISFACTION OF THE CITYOF CARMEL.5.STREET CLEANING (ON AN AS-NEEDED BASIS) IS REQUIRED THROUGH THE DURATION OF THIS CONSTRUCTION PROJECT. THISINCLUDES SWEEPING, POWER CLEANING, AND (IF NECESSARY) MANUAL REMOVAL OF DIRT AND/OR MUD IN THE STREET GUTTERS.6.REMOVE SEDIMENT FROM DETENTION AREAS, OUTLET STRUCTURES, AND UNDERDRAINS ONCE FINAL SEED HAS BEEN ESTABLISHED.7.ANY EXISTING STORM INLETS IMPACTED BY THE NEW CONSTRUCTION ACTIVITY WILL NEED THE APPROPRIATE INLET PROTECTION FORSEDIMENT CONTROL.8.DIMENSIONS AND COORDINATES ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS OTHERWISE NOTED.9.EXTEND UTILITIES TO WITHIN 5'-0" OF FACE OF BUILDING UNLESS OTHERWISE NOTED. COORDINATE EXACT LOCATION WITH PLUMBINGCONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR.10.MAXIMUM FINISH SLOPES SHALL BE 4:1 UNLESS OTHERWISE NOTED.11.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL THROUGHOUT THE SITE PRIOR TO EXCAVATION. UPON COMPLETION OFFINAL GRADING, PROVIDE 6 INCHES OF TOPSOIL AND SEED AREAS DISTURBED BY CONSTRUCTION, INCLUDING LAYDOWN AREAS ANDTRAILER LOCATIONS IF LOCATED OUTSIDE THE GRADING/SEEDING LIMITS.12.DISPOSE EXCESS EXCAVATED MATERIALS AND UNACCEPTABLE/UNSUITABLE SOILS OFF SITE IN ACCORDANCE WITH LOCAL CODES. NOPERMANENT STOCKPILES WILL REMAIN ON SITE.13.EXISTING VALVES, MANHOLES, AND OTHER APPURTENANCES TO REMAIN LOCATED WITHIN THE WORK LIMITS SHALL BE ADJUSTED TOFINISH GRADE.14.EXPOSE UTILITIES NOTED THUS: EXPOSE PRIOR TO BEGINNING WORK ON THAT UTILITY TO DETERMINE EFFECTS ON THE PROPOSEDALIGNMENT AND PROFILE. REPORT ELEVATION AND LOCATION TO THE ENGINEER IN ORDER THAT ANY CORRECTIONS TO THEELEVATION AND LOCATION CAN BE MADE.15.CONCRETE ADJACENT TO BUILDING SHALL BE SLOPED AWAY FROM BUILDING AT 2.0% UNLESS OTHERWISE NOTED.16.ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED.17.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.18.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT AREINDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES OR BRIDGES ASNECESSARY OR AS REQUESTED BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, ANDANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGESTRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.19.ANY DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THECOMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THESTART OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.20.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENTOF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTIONMEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIREDINSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORKWITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.X1.4" INTERNAL STORM OUTLET. CAP AND MARK FOR FINALCONNECTION BY PLUMBING CONTRACTOR. INVERT885.00.2.6" INTERNAL STORM OUTLET. CAP AND MARK FOR FINALCONNECTION BY PLUMBING CONTRACTOR. INVERT885.00.3.PROVIDE FLUSH CURB.4.TRANSITION FROM FLUSH CURB TO FULL HEIGHT CURBIN 1'-0".5.80' OF 8" ROOF DRAIN AT 0.75% (MIN) SLOPE.6.189' OF 8" ROOF DRAIN AT 0.75% (MIN) SLOPE.0GRAPHIC SCALESCALE IN FEET306090GENERAL NOTES:CODED NOTES:800799INDEX CONTOURINTERMEDIATE CONTOURBUILDING/WALLUNDERGROUND ELECTRIC LINEGAS LINESTORM SEWERCATCH BASIN PER DETAIL A/C2.2DOWNSPOUT ADAPTER PER DETAIL B/C2.2STRUCTURE NUMBERGRADE BREAK (CROWN) LINEGRADING/SEEDING LIMITSSPOT ELEVATIONTOP OF CASTINGTOP OF CURBTOP OF CURB ELEVATIONGUTTER ELEVATION AT FACE OF CURBFLOW DIRECTION ARROWMATCH EXISTING ELEVATIONEGSTMREFER TO TOPOGRAPHIC SURVEY85.30X85.5085.00DSREVISION:PROJECT NUMBER:20297Sheet Name:© 2021 M+A Architects04 MARCH 2022DATE:SHEET NUMBER:RENOVATION AND ADDITION MEDVET CARMEL - ANIMAL HOSPITAL 9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS:PROJECT NUMBER:CHECKED BY:DESIGNED BY:1650 WATERMARK DRIVECOLUMBUS, OHIO 43215SUITE 200DRAWN BY:2021-0012SEWER PLANGRADING & STORMC2.1AWMAWMJDBCLEANOUT PER DETAIL C/C2.2COROOF DRAINRDWATER LINEWPIVFIRE HYDRANTGATE VALVE & CURB BOXPOST INDICATING VALVEFIRE DEPARTMENT CONNECTIONWEXISTING WETLAND TO BE PROTECTED. NOGRADING OR CONSTRUCTION ACTIVITY TO BEPERFORMED IN THIS AREA.HEADWALL PER DETAIL E/C2.2PAVEMENT REPLACEMENT PER DETAIL F/C2.2MAJOR FLOOD ROUTING100-YEAR PONDING ELEVATION = 884.59'21.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THECITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVEDDESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURINGCONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OFTHE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. ANEXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORDDRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPESIDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOWCAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TOBACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPEAS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THECITY OF CARMEL.22.THE DETENTION POND SYSTEM WAS MASTERPLANNED FOR A FULL BUILD-OUT CONDITION OF THE SITEPER THE REFERENCE REPORTS "MAYFLOWER PARK DRAINAGE NARRATIVE" PREPARED BY FINK,ROBERTS, & PETRIE, INC., APRIL 11, 2001 AND THE "MAYFLOWER VET CLINIC DRAINAGE REPORT"PREPARED BY BEBOY LAND DEVELOPMENT SERVICES, INC., JUNE 9, 2005.PROJECT INFORMATIONFEMA FLOOD ZONE:ZONE XFEMA FLOOD INSURANCE RATE MAPNUMBER (FIRM):18057C0225GMOST RECENT EFFECTIVE DATE OFFIRM:11/19/2014LOCAL 100-YR POND ELEVATION:884.59'FLOOD PROTECTION GRADE (MFPG):886.59'LOWEST ADJACENT GRADE (MLAG):886.23' ** LOWEST ADJACENT GRADE IS BASED ON EXISTING SITE GRADES THAT WILLNOT BE AFFECTED BY NEW CONSTRUCTION.PONDING BREAKOVER ELEVATION85.0022022-04-18BULLETIN 0112022-03-17ADDENDUM 0132022-09-09BULLETIN 0333662023-05-10BULLETIN 05