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PROPOSED
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MLAG=874.75
STAIR WELL &
STORAGE
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F.F.E. 874.8
MFPG=866±
MLAG=874.80
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SPRING RUN ESTATES
SPRING RUN ESTATESCROOKED STICK SECTION 5WWW
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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
1.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.
EXISTING AREAS
PERVIOUS = 0.000 AC.
IMPERVIOUS = 0.638 AC.
PROPOSED AREAS
PERVIOUS = 0.085 AC.
IMPERVIOUS = 0.553 AC.
C300W170206-C300 gradRIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
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
PAVEMENT
GRADING PLAN LEGEND
UTILITIES
ABBREVIATIONS
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
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E E E
C C C
OHU OHU
FM FM
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, 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 & DRAINAGE PLANREVISIONS AND ISSUESW17.0206PREPARED FOR:11128 CROOKED STICK LANE, CARMEL, IN 46032PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RAMDESIGNED BY:DWG NAME:PROJECT NO.:W17.0206DATEBY12.20.2017BJSDATE:RAMKnow what's below.
before you dig.Call
R MAINTENANCE BUILDINGISSUED FOR CARMEL TAC11.09.2017BJSISSUED FOR STATE RELEASE11.27.2017BJSW
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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.SM12/20/2017
Part of the NW/4 of Section 14, Township 16 North, Range 4 East, Hamilton County, IndianaCTRWD SANITARY PERMIT APPLICATION11.21.2017WACISSUED FOR DRAINAGE REVISIONS12.08.2017BJSISSUED FOR DRAINAGE REVISIONS12.13.2017BJSISSUED FOR FINAL CONSTRUCTION DRAWINGS12.20.2017BJSELECTRICAL 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
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
WATER MANHOLE
SPRINKLER CONTROL BOX
SPRINKLER CONTROL VALVE
SPRINKLER
SPIGOT
WELL HEAD
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
BOLLARD
FLAG POLE
POST
SIGN
DOWN SPOUT
GATE POST
COMMUNICATIONS RISER
BEEHIVE INLET
CURB INLET
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
HEAVY DUTY ASPHALT
CONCRETE PAVEMENT
COMPACTED CRUSHED
LIMESTONE DRIVE SURFACE