HomeMy WebLinkAboutC303 Grading PlanUS 421 (MICHIGAN ROAD)WESTON POINTE DRIVELOT 20.25 ACWESTON POINTE DRIVEEEEEEEEE E E E EEEEEEEEW(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)
W W
REDD ROAD
FFE=899.58 FFE=900.13FFE=899.88 OPUS DRIVEOCTAVE DRIVE STMEND OF PIPEINV.= 893.61ESANW(F)WEEEEEEEE E E E EEEEEEEEW(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)
W W
REDD ROAD
FFE=899.58 FFE=900.13FFE=899.88 OPUS DRIVEOCTAVE DRIVE STMEND OF PIPEINV.= 893.61ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.netARIA APARTMENTS
APPRO
V
A
L
P
E
N
D
I
N
G
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
NKnow what'sbelow.before you dig.CallR779 LENNOX COURTC303GRADING PLAN PROJECT BENCHMARKDNR BM BOO 54, 1989IN BOONE COUNTY, CARMEL QUAD., IN THE NE ¼ OF SEC. 36,T. 18 N., R. 2 E., 2ND P.M.; ABOUT 1.0 MILE NORTHEAST OFZIONSVILLE; AT THE INTERSECTION OF DAUGHERTY DRIVEAND WEST 121ST STREET, IN THE NORTHEAST ¼ OF THEINTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, 42.3FEET NORTHEAST OF AND ACROSS WEST 121ST STREETFROM A UTILITY POLE, 25.8 FEET NORTH OF THE CENTERLINEOF WEST 121ST STREET, 20.5 FEET WEST-NORTHWEST OF AMETAL TELEPHONE PEDESTAL, 20.2 FEET SOUTHWEST OF AWOOD FENCE END POST, 18.5 FEET EAST OF THE CENTERLINEOF DAUGHERTY DRIVE, 15.7 FEET NORTHWEST OF THE TOPOF THE CENTER OF A CMP CULVERT UNDER DAUGHERTYDRIVE, 15.4 FEET WEST OF THE SOUTHEAST CORNER OF ABRICK WALL, 10.1 FEET SOUTHWEST OF THE NORTHWESTCORNER OF A BRICK WALL, 5.8 FEET SOUTHWEST OF A METAL“DAUGHERTY DR” SIGN POST, LEVEL WITH THE GROUND; ADEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.900.76 NAVD 88SITE TEMPORARY BENCHMARK1. CUT X ON THE NORTH BOLT OF A FIRE HYDRANT LOCATED47 FEET EAST OF THE NORTHWEST CORNER OF PARCEL I.ELEV.901.82 NAVD 882. RAILROAD SPIKE ON THE NORTH SIDE OF A UTILITY POLELOCATED ON THE EAST SIDE OF MICHIGAN ROAD 115 FEETNORTH AND 93 FEET EAST OF THE SOUTHEAST CORNEROF PARCEL I.ELEV.901.81 NAVD 88WSNEGENERAL GRADING NOTES1.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARDSPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTIONMETHODS.2.FILL MATERIAL SHALL CONSIST OF SOIL OBTAINED FROM CUT AREAS, BORROW PITSOR OTHER APPROVED SOURCES. SOIL SHALL BE FREE FROM ORGANIC MATTER,LARGE ROCKS AND OTHER DELETERIOUS SUBSTANCES. THE FILL MATERIAL SHALLBE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION,PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVESPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABSAND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUMDRY DENSITY PER ASTM D-1557. FIELD COMPACTION TESTS SHALL BE RUN ON EACHLIFT, IN FILL SECTIONS. THE REQUIRED COMPACTION ON EACH LIFT SHALL BE INACCORDANCE 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 AFFECTEDCONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE INACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OFUTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION(IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSRESPONSIBILITY 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 RUNNINGUNDER 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 THESTART OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF SOIL IS ENCOUNTERED,THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THEREQUIREMENTS FOR STOCKPILING, REMOVING OR IMPORTING OF SOIL.11.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. CONTRACTOR TOTEST 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 SEWERFACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR LESS.13.GRANULAR BACKFILL TO BE USED FOR ALL UTILITY AND SEWER - STREETCROSSINGS.14.ALL PROPOSED CURB TO BE STRAIGHT CURB UNLESS NOTED OTHERWISE.15.ALL STORM SEWERS SHALL BE CLEANED AND TELEVISED, AFTER ALLUNDERGROUND UTILITIES ARE INSTALLED. THIS INCLUDES POWER, GAS AND CABLE.LEGEND: