HomeMy WebLinkAboutC300 GRADING PLANE(A)W
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INSTALL HEAVY DUTY
NYOPLAST STRUCTURE
WITH 2'X2' GRATE
TC=870.50
INV=868.00
CORE DRILL TO CONNECT
TO EXISTING INLET
INV=867.30
65' OF 10" HDPE @ 1.0%STMEX. POND
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ADJUST INLET CASTING TO
PROPOSED GRADE
ADJUST INLET CASTING TO
PROPOSED GRADE
ADJUST INLET
CASTING TO
PROPOSED
GRADE
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 #18057C0206G, DATED NOVEMBER
19, 2014.
BENCHMARK DATA
VERTICAL DATUM: NAVD 88 (GEOID 12B)
SITE TEMPORARY BENCHMARKS (TBM) ORIGIN
DERIVED FROM TRIMBLE VRS NOW NETWORK GPS
REFERENCE STATION IN_HAMC
TBM 500:
A 5/8 INCH DIAMETER REBAR WITH RED CAP STAMPED
"SCHNEIDER RANDOM POINT" LOCATED
APPROXIMATELY CENTER OF SUBJECT PROPERTY.
ELEVATION 871.94 (NAVD 88)
TBM 501:
MAG.NAIL & WASHER STAMPED "SCHNEIDER RANDOM
POINT" SET IN TOP OF CURB, 34 FEET SOUTHEAST OF
NORTHWEST CORNER OF THE SUBJECT PROPERTY.
ELEVATION 871.51 (NAVD 88)
EXISTING AREAS
PERVIOUS = 3.27 AC.
IMPERVIOUS = 0.10 AC.
PROPOSED AREAS
PERVIOUS = 1.38 AC.
IMPERVIOUS = 1.99 AC.
18" RCP OUTLET
DISCHARGE SUMMARY
PEAK DISCHARGE (CFS)
RETURN PERIOD
10 YR.
100 YR.
6.09
ALLOWABLE ACTUAL W/OFFSITE
23.61 8.49
NET SITE ACREAGE (MINUS ROW)
OFF-SITE ACREAGE
DETENTION VOLUME REQUIRED
DETENTION VOLUME PROVIDED
8.22 ACRES
1.20 ACRES US 31
127,200 CF
221,267 (existing) CF
C300w190175-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
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
LIQUID PROPANE GAS TANK
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
GATE POST
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
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
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. 12" ABOVE ADJACENT
ROADWAY.
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. 2-FEET ABOVE THE SPILLWAY ELEVATION OF
THE DETENTION FACILITY AND 1-FOOT ABOVE THE
LOCAL FLOOD SOURCE OR LOCAL FLOOD ROUTE.
GRADE BREAK LINE
FLOW DIRECTION AND SLOPE
GRADING PLANRUSSELL L . W EBST
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FESSION A L E N GINEERREG IS T ER
E
DIND I A N A
PE11900318
STATE OF
NO.REVISIONS AND ISSUESPart of the NW/4 of Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, IndianaW19.0175PREPARED FOR:13285 ILLINOIS ST. CARMEL, IN 46032PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W19.0175DATEBY11.13.2019SSRDATE:RLWKnow what's below.
before you dig.Call
R
SAAMRAJYA, LLCPLANS SUBMITTED FOR REVIEW05.15.2019RLWW
S
N
E ENGINEERS317 | 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.SMRUSSELL L. WEBSTER II, PE No. 11900318
PLAN CERTIFICATE NOTE:
ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM SEWERS, AND ALL OTHER
EXISTING CONDITIONS ITEMS WERE PREPARED BY SCHNEIDER CORP. WEIHE
ENGINEERS, INC. AND RUSSELL L. WEBSTER II ACCEPT RESPONSIBILITY ONLY
FOR THE SITE IMPROVEMENTS RELATED TO THE LIMITED ENGINEERING
SCOPE SHOWN ON THESE PLANS.PLANS REVISED FOR TAC COMMENTS05.15.2019RLWPLANS REVISED FOR TAC COMMENTS11.13.2019RLWAPPROVAL PENDINGNOT F
OR C
O
NSTR
UCTI
O
N
2 YR.NOT IN REPORT
PROVIDED
FROM 2002
4.71
EXISTING STORM
STRUCTURES