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HomeMy WebLinkAboutCivil_C2.1XXXXXXXXXXR/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 SANSANSANWetland12"STM12"STM12" STM12" STM12"STMDSDSDSCOCO8"RD8"RD8"RD8"RD8"RD 12456R/WR/W3EX1EX2EX3EX4EX5EX6886886886886886886886886886884883884 883 884 885 885 884 885 885885 G6"F6"F 6"F6"FPR. PIPE CULVERTINV. 882.0012"STMPIVGG88588587.0087.0086.7086.7086.9086.4086.2085.7086.2185.7186.2585.7586.9086.4086.8486.3485.8585.3586.0885.8485.3485.8085.3085.2085.2085.1885.1885.7085.2085.85 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 ME86.0985.5986.0885.58 ME85.8285.32 ME86.0385.53 ME87.4086.9086.3285.8286.2585.7586.0785.5785.7385.23 ME85.7785.2786.2485.7485.2484.7485.5385.0385.5685.0685.3784.8785.3084.8085.1784.6785.0684.5685.0584.5585.1384.6385.2384.7385.0984.5985.5084.9584.3084.0084.2684.0884.3683.1682.7582.8882.9382.7782.8983.0584.0085.6585.1084.4584.1584.4184.2384.5183.3183.0083.0383.0882.9283.0483.2084.1585.7285.2285.6285.1286.8886.3885.8885.8886.3384.6384.6384.53 ME86.1085.60 ME84.9484.9984.9285.1585.4185.3886.2585.68 ME85.59 MEEXISTINGDRAINAGE SWALEEXISTINGDRAINAGE SWALE12333PROPOSEDBUILDINGADDITIONFFE: 887.00PROPOSEDBUILDINGADDITIONFFE: 886.70EXISTINGBUILDINGFFE: 886.7044EXPOSEAC2.3BC2.356STORM 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 ANYCONSTRUCTION AND SHALL BE MAINTAINED UNTIL CONSTRUCTION HAS BEEN COMPLETED, INCLUDING GRASS BEING WELLESTABLISHED AND/OR PERMANENT EROSION AND SEDIMENTATION BMP MEASURES IN PLACE. BMP MEASURES SHALL BE TO THESATISFACTION OF THE CITY OF 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 BEENESTABLISHED.7.ANY EXISTING STORM INLETS IMPACTED BY THE NEW CONSTRUCTION ACTIVITY WILL NEED THE APPROPRIATE INLET PROTECTIONFOR SEDIMENT 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 WITHPLUMBING CONTRACTOR. 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. UPONCOMPLETION OF FINAL GRADING, PROVIDE 6 INCHES OF TOPSOIL AND SEED AREAS DISTURBED BY CONSTRUCTION, INCLUDINGLAYDOWN AREAS AND TRAILER LOCATIONS IF LOCATED OUTSIDE THE GRADING/SEEDING LIMITS.12.DISPOSE EXCESS EXCAVATED MATERIALS AND UNACCEPTABLE/UNSUITABLE SOILS OFF SITE IN ACCORDANCE WITH LOCAL CODES.NO PERMANENT STOCKPILES WILL REMAIN ON SITE.13.EXISTING VALVES, MANHOLES, AND OTHER APPURTENANCES TO REMAIN LOCATED WITHIN THE WORK LIMITS SHALL BE ADJUSTEDTO FINISH GRADE.14.EXPOSE UTILITIES NOTED THUS: EXPOSE PRIOR TO BEGINNING WORK ON THAT UTILITY TO DETERMINE EFFECTS ON THEPROPOSED ALIGNMENT AND PROFILE. REPORT ELEVATION AND LOCATION TO THE ENGINEER IN ORDER THAT ANY CORRECTIONSTO THE ELEVATION 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,AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANYDRAINAGE STRUCTURES 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 THEDEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.X1.4" INTERNAL STORM OUTLET. CAP AND MARK FOR FINAL CONNECTION BY PLUMBING CONTRACTOR. INVERT884.70.2.6" INTERNAL STORM OUTLET. CAP AND MARK FOR FINAL CONNECTION BY PLUMBING CONTRACTOR. INVERT884.70.3.PROVIDE FLUSH CURB.4.TRANSITION FROM FLUSH CURB TO FULL HEIGHT CURB IN 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 SURVEY708.53X700.00699.50DSREVISION: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/C2.2