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ALL GRADES AT BOUNDARY SHALL DEET EXISTING GRADES. THAN THE MPG TO INSURE PROPER DRAINAGE AWAY FROM THE BUILDING. ELEVATIONS AT THE SAW ARY SEWER GAS /CABLE /TELEPHONE SIDE YARDS PROVIDES FOR PROPER DRAINAGE TO THE STREET OR YARD SWALES. IT IS PROPOSED PAVEMENT SPOT GRADE 800.00 WATER LINE VV OVERHEAD ELECTRIC E 2. AL1 TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON IMPORTANT THAT THESE ELEVATIONS BE PROPERLY CONSTRUCTED AND MAINTAINED FOR PROPER SANITARY CLEANOUT ® WATER VALVE O ~ BURIED ELECTRIC BEC OVERHEAD CABLE TELEVISION CN CN COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX DRAINAGE. PAUL 1. CRIPE, INC., WILL NOT BE RESPONSRE FOR MUDEQU�ATE CONSTRUCTION PROPOSED GROUND SPOT GRADE 799.9 SANITARY LATERAL (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS OR MAINTENANCE AS SHOWN ON THESE Pte. SA MATCH EXISTING GRADE ES SANITARY SANITARY MANHOLE PROPOSED FIRE HYDRANT ter' BURIED CABLE TELEVISION BCTV BCT V- (4 CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND LINE ELECTRIC MANHOLE �.-_; GAS LINE G PARKING AREAS. 9. TOPOGRAPHIC AND PLANIMETRIC INFORMATION FROM PHOTOGRAPHIC COMPILATION BY OTHERS. �� © POWER POLE ■ +� G 3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL ACCURACY HAS NOT BEEN TOTALLY CONFIRMED BY PAUL I. CR1PE, INC. ANY DISCREPANCIES PROPOSED TOP OF CURB GRADE 800,00 SANITARY STRUCTURE NUMBER 501 WATER METER FOR ADDITIONAL INFORMATION. SHALL BE REPORTED TO THE ENGINEER. PROPOSED GUTTER GRADE 79 , 0 GUY WIRE OVERHEAD TELEPHONE LINE - T T = T - EROSION. SEE EROSION CONTROL PUN SANITARY CASTING ELEVATION PROPOSED BLOW OFF ASSEMBLY B0 TRANSFORMER � BURIED TELEPHONE LINE BTC BTC BTC ANY CONSTRUCTION BELOW THE 100 YEAR FLOOD ZONE 'A' REQUIRES PERMIT FROM EASEMENT LINE PROPOSED REDUCER CI e 4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND PROPOSED TOP OF CASTING ® CABLE RISER PEDESTAL VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ELECTRIC PEDESTAL LIMITS. ANY CONSTRUCTION IN FLOODWAY REQUIRES PERMIT FROM INDIANA DEPARTMENT OF NATURAL PROPOSED INVERT ELEVATION ® SANITARY SEWER EASEMENT PROPOSED 'TEE' W a GUY POLE � GAS VALVE pa RESOURCES (IONR). 5. THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS PROPOSED 1 Ft. CONTOUR 1 SANITARY SEWER, DRAINAGE PROPOSED 45' ELBOW "eq IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND VIM �� NOTES do UTILITY EASEMENT PROPOSED 90' ELBOW M ELECTRIC METER GAS METER ® GM 1 �t TO DISPOSE OF TOPSOIL PROPOSED INDEX CONTOUR STORM SEWER fq STREET LIGHT 6. BUILDING PAD AND PAVEMENT AREAS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE 1, WATER LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 48 INCHES OF Sw FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS COVER TO PRPROTECTION FROM FREEZING. PROPOSED SWALE 0 0PROPOSED 22 ELBOW STREET LIGHT HOLEY AIOLfY-u- CURB WITH SUBSURFACE DRAIN (SSD) , I CAUTION WIOE AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL n rk AREA LIGHT DIG LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES DONT sEz 2. LOCATIONS OF EXISTING UNDERGROUND UTIUTY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR PROPOSED 2 _0.50X0CURB INLETS PROPOSED 11' ELBOW SWALE WITH SSD (SUB -SURFACE DRAIN) � SHOWN ON THIS PLAN ARE BASED UPON ABOVE 7. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSJBLE. OWNER AND OWNER'S IS TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. STORM SEINER INLETS FLOOD LIGHT '� BLIND GROUND EVIDENCE (including, but not limited to, REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL 3• PLASTIC WATER LINES ARE TO BEAR THE NSF SEAL OF APPROVAL AND MEET COMMERCIAL PROPOSED DRAINAGE FLOW ARROW (DIRECTION) manholes, inlets,o e Nes, D marks mode upon �! the ground by others) AND ARE SPECULATIVE IN ST(1RM N1NH(11 F _ _ NATURE. THERE MAY ALSO BE OTHER EXISTINC