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HomeMy WebLinkAboutC2.1 GRADING & STORM SEWER PLANXXXXXXXXXXR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT3.1' 8.2' . ESMT ESMT ESM T ESMTESMTESMTESMTTC: 884.41 Inv. 12" N 882.01 Inv. 15" S 882.01 TC: 884.98 Inv. 10" E 883.23 TC: 884.92 Inv. Unable to Open TC: 884.90 Inv. Unable to Open TC: 884.41 Inv. 15" W 882.66 TC: 885.76 Inv. Unable to Open TC: 884.12 CO CO CO M M T T T T T Ex. End Section Inv. 881.42 Ex. End Section Inv. 881.28 Ex. End Section Inv. 880.88 Ex. End Section Inv. 881.12 Ex. End Section Inv. 880.90 Ex. End Section Inv. 882.38 Ex. End Section Inv. 881.65 Ex. End Section Inv. 882.43 Ex. End Section Inv. 882.40886884886886 88 6 886 8 8 6 884884 886 886886886886886887 884884886 886 886886884884884884 884 884 884884884 883883883 883883883 883882882 882882882882 883 886 886 88 7 8 8 7 888 88 8 8868878888858838 8 7 88 7 88 5 885885885885885 885885885885885885885 885885 8"W8"W8"WPL PL PL PLPLPLPLPLPL PLPL 2"W2"W 2"W 10"STM 12"STM15"STM15"STMSTMEEEESAN SAN SANWetland 12"STM12"STM12" STM 12" STM 12"STM DS DS DS CO CO 8"RD 8"RD 8"RD8"RD8"RD1 2 4 5 6 R/WR/W 3 EX1 EX2 EX3 EX4 EX5 EX6 886 886886886 886 88 6 886886886 884 883 884883884885885884885885885 G 6"F 6"F6"F 6"F PR. PIPE CULVERT INV. 882.00 12"STM PIV G G885 88 5 87.00 87.00 86.70 86.70 86.90 86.40 86.20 85.70 86.21 85.71 86.25 85.75 86.90 86.40 86.84 86.34 85.85 85.35 86.08 85.84 85.34 85.80 85.30 85.20 85.20 85.18 85.18 85.70 85.20 85.85 ME 85.35 ME 86.02 85.52 85.92 ME 85.40 84.90 84.89 84.89 84.82 84.82 85.54 ME 85.04 ME 85.19 ME 84.69 ME 86.20 85.70 87.05 86.55 85.74 85.24 86.65 86.15 86.09 ME 85.59 ME 86.28 ME 85.78 ME 86.59 ME 85.95 ME 85.95 ME 86.09 85.59 86.08 85.58 ME 85.82 85.32 ME 86.03 85.53 ME 87.40 86.90 86.32 85.82 86.25 85.75 86.07 85.57 85.73 85.23 ME 85.77 85.27 86.24 85.74 85.24 84.74 85.53 85.03 85.56 85.06 85.37 84.87 85.30 84.80 85.17 84.67 85.06 84.56 85.05 84.55 85.13 84.63 85.23 84.73 85.09 84.59 85.50 84.95 84.30 84.00 84.26 84.08 84.36 83.16 82.75 82.88 82.93 82.77 82.89 83.05 84.00 85.65 85.10 84.45 84.15 84.41 84.23 84.51 83.31 83.00 83.03 83.08 82.92 83.04 83.20 84.15 85.72 85.22 85.62 85.12 86.88 86.38 85.88 85.88 86.33 84.63 84.63 84.53 ME 86.10 85.60 ME 84.94 84.99 84.92 85.15 85.41 85.38 86.25 85.68 ME85.59 ME EXISTING DRAINAGE SWALE EXISTING DRAINAGE SWALE 1 2 3 3 3 PROPOSED BUILDING ADDITION FFE: 887.00 PROPOSED BUILDING ADDITION FFE: 886.70 EXISTING BUILDING FFE: 886.70 4 4 EXPOSE A C2.3 B C2.3 5 6 STORM SEWER STRUCTURE COORDINATES Structure TC Northing Easting Northing As-Built Easting As-Built 1 2 3 4 5 6 885.20 885.50 883.12 884.45 885.25 884.50 1704478.98 1704588.51 1704398.88 1704398.00 1704395.73 1704341.94 167947.13 167944.64 167920.48 167872.22 167772.55 167875.24 GRADING LEGEND EXISTING PROPOSED T/C TC M.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 CONSTRUCTION AND SHALL BE MAINTAINED UNTIL CONSTRUCTION HAS BEEN COMPLETED, INCLUDING GRASS BEING WELL ESTABLISHED AND/OR PERMANENT EROSION AND SEDIMENTATION BMP MEASURES IN PLACE. BMP MEASURES SHALL BE TO THE SATISFACTION OF THE CITY OF CARMEL. 5. STREET CLEANING (ON AN AS-NEEDED BASIS) IS REQUIRED THROUGH THE DURATION OF THIS CONSTRUCTION PROJECT. THIS INCLUDES 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 FOR 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 WITH PLUMBING 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. UPON COMPLETION OF FINAL GRADING, PROVIDE 6 INCHES OF TOPSOIL AND SEED AREAS DISTURBED BY CONSTRUCTION, INCLUDING LAYDOWN 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 ADJUSTED TO FINISH GRADE. 14. EXPOSE UTILITIES NOTED THUS: EXPOSE PRIOR TO BEGINNING WORK ON THAT UTILITY TO DETERMINE EFFECTS ON THE PROPOSED ALIGNMENT AND PROFILE. REPORT ELEVATION AND LOCATION TO THE ENGINEER IN ORDER THAT ANY CORRECTIONS TO 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 ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES OR BRIDGES AS NECESSARY 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 ANY DRAINAGE 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 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. 20. 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 RIGHT-OF-WAY. X 1. 4" INTERNAL STORM OUTLET. CAP AND MARK FOR FINAL CONNECTION BY PLUMBING CONTRACTOR. INVERT 884.70. 2. 6" INTERNAL STORM OUTLET. CAP AND MARK FOR FINAL CONNECTION BY PLUMBING CONTRACTOR. INVERT 884.70. 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. 0 GRAPHIC SCALE SCALE IN FEET 30 60 90 GENERAL NOTES: CODED NOTES: 800 799 INDEX CONTOUR INTERMEDIATE CONTOUR BUILDING/WALL UNDERGROUND ELECTRIC LINE GAS LINE STORM SEWER CATCH BASIN PER DETAIL A/C2.2 DOWNSPOUT ADAPTER PER DETAIL B/C2.2 STRUCTURE NUMBER GRADE BREAK (CROWN) LINE GRADING/SEEDING LIMITS SPOT ELEVATION TOP OF CASTING TOP OF CURB TOP OF CURB ELEVATION GUTTER ELEVATION AT FACE OF CURB FLOW DIRECTION ARROW MATCH EXISTING ELEVATION E G STM REFER TO TOPOGRAPHIC SURVEY 708.53 X 700.00 699.50 DS REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 SEWER PLAN GRADING & STORM C2.1AWM AWM JDB CLEANOUT PER DETAIL C/C2.2 CO ROOF DRAINRD WATER LINEW PIV FIRE HYDRANT GATE VALVE & CURB BOX POST INDICATING VALVE FIRE DEPARTMENT CONNECTION W EXISTING WETLAND TO BE PROTECTED. NO GRADING OR CONSTRUCTION ACTIVITY TO BE PERFORMED IN THIS AREA. HEADWALL PER DETAIL E/C2.2 PAVEMENT REPLACEMENT PER DETAIL F/C2.2 07/13/22