HomeMy WebLinkAboutC307 Grading PlanOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUEEEEEEEEEEEEEEEEEEW(F)W(F)W(F)W(F
)W(F)W(F
)W(F
)
W(F)FFE=899.71SANWDOLCE DRIVEEND OF PIPEINV.= 893.20OHU OHU
OHUOHUEEEEW(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)EEEEEEEFFE=899.33PONDDOLCE DRIVEW
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)STM STM STM OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU
OHUOHUOHUOHUOHUEEW(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)EEEEEEEEEEEEEEEEFFE=899.46SANSANSANW(F)W(F)DOLCE DRIVEW(F)W(F)W(F)W(F)STMSTMESANW(F)WENGINEERS 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 COURTC307GRADING PLANGENERAL GRADING NOTES1.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. THEFILL 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 FILLBENEATH 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 FILLSECTIONS. 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 INACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) ISTHE 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 ANDENGINEER 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 PROPOSED CURB TO BE STRAIGHT CURB UNLESS NOTED OTHERWISE.15.ALL STORM SEWERS SHALL BE CLEANED AND TELEVISED, AFTER ALL UNDERGROUND UTILITIES ARE INSTALLED. THIS INCLUDES POWER, GAS AND CABLE.WSNELEGEND: