HomeMy WebLinkAboutDimensioned PlanDimensioned Plan
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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 0.2 EAST ALONG 121ST STREET FROM ITS JUNCTION
WITH SR 421 (AKA MICHIGANROAD), AT THE INTERSECTION
WITH DAUGHERTY DRIVE, IN THE 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
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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
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General Location of EV Chargers
08/07/23