HomeMy WebLinkAboutC300 GRADING PLANSANSAN
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US 421
(M
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NOTTING
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1.38 ACRES
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1.99 ACRES
3.41 ACRES
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EEEEEEEEEEEDO NOT INSTALL SIDEWALK BEYOND THIS POINT
UNTIL PIPE RUN TO THE NORTH IS INSTALLED.
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.
GENERAL NOTES
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
#18057C0205G, DATED NOVEMBER 19, 2014.
24" OUTLET
DISCHARGE SUMMARY
PEAK DISCHARGE (CFS)
RETURN PERIOD
10 YR.
100 YR.
N/A 12.98
ALLOWABLE ACTUAL W/OFFSITE
N/A N/A
NET SITE ACREAGE (MINUS ROW)
OFF-SITE ACREAGE
3.65 ACRES
0 ACRES
C300w170533-C300 gradELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
ORNAMENTAL LIGHT
GENERATOR
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
CISTERN
DRINKING FOUNTAIN
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
CHILLED WATER MANHOLE
WATER MANHOLE
SPRINKLER CONTROL BOX
SPRINKLER CONTROL VALVE
SPRINKLER
SPIGOT
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
DOWN SPOUT
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
SANITARY STUB MARKER
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (2 HEAD)
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TOC TOP OF CASTING
TC TOP OF CURB
GUT GUTTER
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
GRADING PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
EXISTING SPOT ELEVATION
CURB & GUTTER ELEVATION
PAVEMENT SPOT ELEVATION
GROUND SPOT ELEVATION
FLOW LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
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
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
UNDERGROUND FIBER OPTICFOFO
EMERGENCY FLOOD ROUTE
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTMSTM
SUB SURFACE DRAIN
CARMEL REQUIREMENTS
1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
2.DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES,
LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER
SUCH AMENITIES ARE NOT PERMITTED WITHIN THE
RIGHT-0F-WAY.
3.M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G.
OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH
SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT
100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, OR 12
INCHES ABOVE THE ADJACENT ROADWAY, WHICHEVER IS
GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES,
WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER
WHERE FLOOD WATERS CAN ENTER A BUILDING.
4.M.L.A.G. = LOWEST ADJACENT GRADE IS THE ELEVATION OF
THE LOWEST GRADE ADJACENT TO A STRUCTURE WHEN
THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE
OF THE STRUCTURE. (INCLUDING STRUCTURAL MEMBERS
SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES,
SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW
WELL.
GRADE BREAK LINE
FLOW DIRECTION AND SLOPE
GRADING PLANREVISIONS AND ISSUESPart of SW/4, Section 6, Township 17 North, Range 7 East, Clay Township, Hamilton County, IndianaW17.0533PREPARED FOR:10650 N MICHIGAN RD, ZIONSVILLE, IN 46077PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W17.0533DATEBY05.08.2019SSRDATE:RLWKnow what's below.
before you dig.Call
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NOTTINGHAM, LLC OUTLOTSSUBMITTED FOR TAC REVIEW10.19.2018RLWW
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STEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SM05.08.2019ADDRESSING TAC COMMENTS03.08.2019RLWADDRESSED DRAINAGE REVIEW COMMENTS03.26.2019RLWPLANS UPDATED FOR REVIEW COMMENTS04.29.2019RLWFINAL CONSTRUCTION PLANS05.08.2019RLWBENCHMARK INFORMATION
SOURCE BENCHMARK:
NATIONAL GEODETIC SURVEY MONUMENT: PID KA2086
ABOUT 0.2 EAST ALONG 121ST STREET FROM ITS JUNCTION
WITH SR 421 (AKA MICHIGAN ROAD), 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)
TBM - 2:
NORTH BONNET NUT OF FIRE HYDRANT, LOCATED 62 FEET
WEST OF CENTER OF MICHIGAN ROAD AND 104 FEET NORTH OF
CENTERLINE OF NOTTINGHAM WAY.
ELEV = 901.01 (NAVD 88).