C300 Development Plan-C300106TH STREET
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106TH STREETBFE = 861.0BFE = 862.1PAD ELEV = 869.33
FFE = 870.0
MLAG = 864.0
MFPG = 864.0
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STR 7 ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netMEMORY CARE GROUP HOMEAPPROVAL PENDING NOT FOR CONSTRUCTIONKnow what's below.
before you dig.Call
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GENERAL GRADING NOTES
1.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD
SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION
METHODS.
2.FILL MATERIAL SHALL CONSIST OF SOIL OBTAINED FROM CUT AREAS, BORROW PITS
OR OTHER APPROVED SOURCES. SOIL SHALL BE FREE FROM ORGANIC MATTER,
LARGE ROCKS AND OTHER DELETERIOUS SUBSTANCES. 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 COMPACTION TESTS SHALL BE RUN ON EACH
LIFT, IN FILL SECTIONS. THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN
ACCORDANCE WITH INDOT SECTION 211.
3.MAXIMUM LAWN SLOPE IS 3:1.
4.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS,
CONDUITS, SERVICE LINES AND OTHER FACILITIES IN THE AFFECTED
CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN
ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF
UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION
(IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESS
RESPONSIBILITY OF THE CONTRACTOR.
5.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
6.COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS.
7.ALL GRADES AT BOUNDARY SHALL MEET EXISTING.
8.ANY PART OF SANITARY / STORM SEWER AND WATER MAIN TRENCHES RUNNING
UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
9.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A.
STANDARDS FOR WORKER SAFETY.
10.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE
START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF SOIL IS ENCOUNTERED,
THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE
REQUIREMENTS FOR STOCKPILING, REMOVING OR IMPORTING OF SOIL.
11.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. CONTRACTOR TO
TEST FOR AND CORRECT ANY PONDING CONDITIONS.
12.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.
13.GRANULAR BACKFILL TO BE USED FOR ALL UTILITY AND SEWER - STREET
CROSSINGS.
14.ALL 6" SSD TO BE DOUBLE WALL, GASKETED SMOOTH BORE, DRAIN TILE.
15.ALL STORM SEWERS AND SSD SHALL BE CLEANED AND TELEVISED, AFTER ALL
UNDERGROUND UTILITIES ARE INSTALLED. THIS INCLUDES POWER, GAS AND CABLE.
C300DEVELOPMENT PLAN LEGEND
=RIGHT-OF-WAY LINE
=PROPOSED STORM SEWER LINE
=EXISTING STORM SEWER LINE
=SWALE
=SSD
=PROPOSED SANITARY SEWER LINE
=EXISTING SANITARY SEWER LINE
=SANITARY SEWER MANHOLE
=SANITARY SEWER LATERAL
=PROPOSED WATER LINE
=FLOW DIRECTION
=EXISTING CONTOURS
=PROPOSED ELEVATION
=STORM BEEHIVE INLET
=STORM INLET
=TOP OF CASTING
=INVERT
=REINFORCED CONCRETE PIPE
=MANHOLE
=STRUCTURE
=DRAINAGE EASEMENT
=DRAINAGE AND UTILITY EASEMENT
=DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT
=CONCRETE END SECTION
=MATCH EXISTING
T.O.C.
INV.
RCP
M.H.
STR.
D.E.
D.&U.E.
D.U.&S.S.E.
ME
W
=TYPICAL
=PROPOSED
=EXISTING
=RADIUS
=VARIABLE WIDTH
=MINIMUM LOWEST ADJACENT GRADE
=RIGHT-OF-WAY
=BACK OF CURB
=PAD ELEV
=EMERGENCY FLOOD ROUTE
=BUILDING SETBACK LINE
=HIGH POINT
=ADA RAMP
=FIRE HYDRANT
TYP.
PROP.
EX.
R.
V.W.
MLAG
ROW
B-B
B.S.L.
*
HP