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Home My WebLink AboutADA Parking Location Plans 8. ADA Parking Location P. 20 General Location of Future ADA EV Charger Space 08/07/23 8. ADA Parking Location P. 21 G G G G EEEEE E EEEEEEG G G G G G G G G G G GGGGT(U)T(U) T(U)T(U)T(U) T(U)T(U)T(U)GGFM FMFM FMFM FM FMFMFM FM FMFM FM FMSAN SAN SAN SAN 1199 1183 1152 1291 1595 1004 1005 1006 1010 12571349 1125 1043 1051 1551 OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU EXISTING GROUND SIGN EE STORM SEWER DATA SANITARY SEWER DATA GENERAL GRADING NOTES 1. CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO EARTHMOVING ACTIVITIES. 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. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH AS NOTED IN THE GEOTECHNICAL REPORT. 4. AFTER STRIPPING TOPSOIL, PROOFROLL AREAS TO BE FILLED WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. RECOMMENDATIONS FOR DRYING, AMENDING AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED AND/OR BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE. 5. TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL AND/OR PLANTING AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. 6. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO GEOTECHNICAL REPORT AND/OR CONSULT WITH OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE FOR RECOMMENDATIONS. 7. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 8. MAXIMUM LAWN SLOPE IS 3:1. 9. 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. 10. 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. 11. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 12. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 13. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT. 14. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 15. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 16. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. 17. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER OR ENGINEER. 18. ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN ACCORDANCE WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN. 19. VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE BETWEEN VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH TRANSITIONS. 20. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR LESS. 21. ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN. 22. THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0207G PANEL 207 OF 300, DATED NOVEMBER 19, 2014. 23. THE PROPOSED STORM SEWER ON THIS SITE SHALL BE PRIVATE. BENCHMARK DATA SOURCE BENCHMARK: NATIONAL GEODETIC SURVEY MONUMENT: PID KA2086 ABOUT 0.2EAST ALONG 121ST STREET FROM ITS JUNCTION WITH SR 421 (AKA MICHIGANROAD), AT THE INTERSECTION WITH DAUGHERTY DRIVE, INTHE NORTHEAST CORNER OF THE INTERSECTION. A STANDARD DISK, STAMPED BOO 54 1989, SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND. ELEV = 900.76 (NAVD 88) TBM-1: CUT "X" IN SOUTH BONNET NUT OF FIRE HYDRANT, LOCATED 188 FEET NORTH OF 106TH STREET AND 27 FEET WEST OF THE CENTER OF NOTTINGHAM WAY. ELEV = 897.71 (NAVD 88) C301w170371-C300 grad ELECTRICAL RISER GUY ANCHOR STREET LIGHT ELECTRIC MANHOLE UTILITY POLE TRANSFORMER RIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINEFIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER TRAFFIC SIGNAL BOLLARD SIGN DOWN SPOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE LIFT STATION GRADING PLAN LEGEND UTILITIES ABBREVIATIONSOTHER LINE TYPES FLOW LINE INDEX CONTOUR STORM SEWER MAIN UNDERGROUND GAS AERIAL ELECTRIC OVERHEAD UTILITY FORCE MAIN G G G W W E(A)E(A) E E E C C C C(A)C(A) OHU OHU FM FM FO(A)FO(A) FO FO SAN SAN ROOF DRAINSTM STM SUB SURFACE DRAIN GRADE BREAK LINE OVERALL DRAINAGE PLAN D D LIMITS OF DISTURBANCE REVISIONS AND ISSUES Part of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, IndianaW17.0371PREPARED FOR: 10650 N. MICHIGAN ROAD, CARMEL, IN 46077 PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W17.0371DATE BY 05.02.2018SSR DATE:RLWKnow what's R APPROVAL PENDINGNOT FOR CONSTRUCTIONPEARSON FORD PARKING EXPANSION SUBMITTED FOR TAC REVIEW 01.19.2018 RLW STEVEN SCOTT RUCKER P.E. 11300279WEIHELandscape ArchitectureSUBMITTED FOR FURTHER REVIEW 01.19.2018 RLW SUBMITTED FOR ENGINEERING REVIEW 03.29.2018 RLW SUBMITTED FOR ENGINEERING REVIEW 04.13.2018 RLWSUBMITTED FOR ENGINEERING REVIEW 04.25.2018 RLWSUBMITTED FOR ENGINEERING REVIEW & BIDDING 05.02.2018 RLW W S N E General Location of Future ADA EV Charger Space 08/07/23