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FINAL SITE PLAN - ESC 1 <br />GENERAL SURVEY DISCLAIMER NOTES: <br />THE INFORMATION SHOWN ON THIS DRAWING IS INTENDED FOR THE CLIENT ONLY. ANY REUSE <br />WITHOUT WRITTEN VERIFICATION AND ADAPTATION BY THE LAND SURVEYOR FOR THE SPECIFIC <br />PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL <br />EXPOSURE TO THE LAND SURVEYOR. <br />ANY UTILITY OR EASEMENT LOCATIONS, IF SHOWN, ARE APPROXIMATE. THE CLIENT MUST FIELD <br />VERIFY UTILITY LOCATIONS WITH THE RESPECTIVE UTILITY COMPANY. THIS LAND SURVEYOR <br />ASSUMES NO LIABILITY FOR THE ACCURACY OF THE LOCATION OR SIZE OF EXISTING UTILITIES <br />OR THE EXISTENCE OR NONEXISTENCE OF ADDITIONAL UNDERGROUND UTILITIES OR STRUCTURES. <br />NO IMPROVEMENTS SHOULD BE MADE ON THE BASIS OF THIS PLAT ALONE. FIELD <br />MONUMENTATION OF CRITICAL POINTS SHOULD BE ESTABLISHED PRIOR TO COMMENCEMENT OF <br />ANY AND ALL CONSTRUCTION. FOR BUILDING LINES, EASEMENTS AND OTHER RESTRICTIONS NOT <br />SHOWN HEREON REFER TO YOUR DEED, ABSTRACT, TITLE POLICY, CONTRACTS AND LOCAL <br />BUILDING, ZONING AND SUBDIVISION ORDINANCES. <br />UNLESS SPECIFICALLY SHOWN HEREON, THIS SURVEY DOES NOT PURPORT TO INDICATE THE <br />PRESENCE OR ABSENCE OF WETLANDS AND HAZARDOUS OR ENVIRONMENTALLY INJURIOUS <br />MATERIALS. THE SURVEYOR EXPRESSLY DISCLAIMS ANY RESPONSIBILITY OR LIABILITY FOR THE <br />SAME. <br />ANY INFORMATION ON THIS DRAWING IS NOT INTENDED TO BE SUITABLE FOR REUSE <br />BY ANY PERSON, FIRM OR CORPORATION OR ANY OTHERS ON EXTENSION OF THIS <br />PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN <br />VERIFICATION AND ADOPTION BY THE ENGINEER, ARCHITECT OR SURVEYOR FOR THE <br />SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY <br />OR LEGAL EXPOSURE TO THE ENGINEER, ARCHITECT OR SURVEYOR. <br />ALL UNDERGROUND UTILITIES MUST BE FIELD VERIFIED BY THE <br />CONTRACTOR BEFORE ANY CONSTRUCTION MAY BEGIN. <br />UTILITY MATERIAL REQUIREMENTS: <br />SANITARY SEWER, STORM SEWER. AND WATER LINES MATERIAL NOTE: <br />1. WATER PIPE 2 1 /2" AND LARGER SHALL BE CLASS 50 DUCTILE IRON. <br />2. ALL STORM SEWERS SHALL BE TESTED FOR LEAKAGE IN ACCORDANCE WITH CITY STANDARDS. PRIOR TO <br />ACCEPTANCE BY THE OWNER - THE ENGINEER SHALL WITNESS THE TESTS. COPIES OF THE TEST <br />RESULTS SHALL BE FURNISHED TO THE OWNER, THE CITY AND THE ENGINEER. <br />3. ALL STORM SEWER SHALL BE CLASS III RCP OR HDPE DOUBLE WALL. <br />4. ALL SANITARY SEWER SHALL BE SDR 35 PVC (ASTM D3034). PIPE JOINTS SHALL CONFORM TO ASTM <br />D3212 AND ASTM F477. <br />5. ALL MANHOLES SHALL BE REINFORCED CONCRETE PRECAST (ASTM C478). <br />BACKFLOW/CROSS CONNECTION REQUIREMENTS: <br />1. USE RPZ ON DOMESTIC LINES, INSIDE BUILDING. THE RPZ SHALL BE MOUNTED IN A HORIZONTAL <br />ORIENTATION. <br />2. USE DDCV ON FIRE LINES. THE DDCV SHALL BE LISTED ON THE USC APPROVED LIST. MOUNT IN <br />APPROVED ORIENTATION. <br />3. USE PVC ON LAWN SPRINKLER LINES. <br />SANITARY SEWER, STORM SEWER. AND WATER LINES GENERAL NOTES: <br />1. ALL LOCAL PERMITS SHALL BE OBTAINED BEFORE CONSTRUCTION IS BEGUN ON THIS PROJECT. <br />2. IF POLLUTION OR NUISANCE CONDITIONS ARE CREATED, IMMEDIATE CORRECTIVE ACTION SHALL BE TAKEN <br />BY THE PERMITTEE. <br />3. SEWER TO WATER MAIN SEPARATION DISTANCES SHALL COMPLY WITH SECTION 38 OF THE RECOMMENDED <br />STANDARDS FOR WASTEWATER FACILITIES, 2004 EDITION & IDEM REGULATIONS. SEE ITEM 8 BELOW. <br />4. IF NEEDED, ALL TRENCHES SHALL BE DEWATERED USING DEEP WELLS OR WELL POINTS PRIOR TO <br />EXCAVATION. IF NEEDED, THE CONTRACTOR SHALL PROVIDE SHEETING, SHORING, BRACING AND/OR A <br />TRENCH BOX, IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS, FOR ALL EXCAVATION <br />WORK. DEWWATERING SHALL BE AT LEAST TWO (2) FEET BELOW THE TRENCH EXCAVATION. <br />5. MINIMUM COVER FOR WATER LINES IS 5.0 FT. <br />6. PVC SANITARY SEWERS SHALL BE TESTED FOR DEFLECTION USING A MANDRELL WHICH IS 95% OF THE <br />INSIDE DIAMETER OF THE PIPE, AS DEFINED IN THE APPLICABLE A.S.T.M. STANDARDS. ANY PIPE FAILING <br />THE TEST SHALL BE RE -EXCAVATED AND REPLACED, SO THAT ALL COMPLETED PIPE PASSES A RETEST. <br />THE DEFLECTION TEST SHALL BE PERFORMED NOT LESS THAN 30 DAYS AFTER BACKFILL OF THE <br />TRENCHES. ALL OTHER DETAILS OF THE MANDRELL TEST SHALL BE IN ACCORDANCE WITH "TEN STATES" <br />STANDARDS AND IDEM REGULATIONS. <br />7. ALL SANITARY SEWERS SHALL BE TESTED FOR INFILTRATION OR EXFILTRATION HYDROSTATICALLY, WITH A <br />MINIMUM TESTING HEAD OF 10 FT, TAKING INTO CONSIDERATION THE STATIC GROUNDWATER ELEVATION <br />WITH RESPECT TO THE PIPE AT THE TIME OF THE TEST. THE MAXIMUM ALLOWABLE LEAKAGE SHALL BE <br />200 GALLONS PER DAY PER INCH DIAMETER PER MILE OF PIPE. <br />8. ALL SANITARY SEWERS LAID PARALLEL TO WATER MAINS SHALL BE SEPARATED AT LEAST 10 FT, <br />MEASURED EDGE TO EDGE, FROM SAID WATER MAINS. WHENEVER A SANITARY SEWER CROSSES A WATER <br />MAIN, THE MINIMUM VERTICAL SEPARATION SHALL BE 18", ALL IN ACCORDANCE WITH IDEM REGULATIONS <br />AND "TEN STATES STANDARDS". <br />9. THE RESULTS OF ALL TESTS ON THE COMPLETED SEWER SHALL BE SUBMITTED TO DANCH, HARNER & <br />ASSOCIATES, INC. WITHIN THREE MONTHS OF COMPLETION OF CONSTRUCTION. <br />10. ALL NEW WATER LINES, INCLUDING NEW FIRE HYDRANT, SHALL BE DISINFECTED IN ACCORDANCE WITH <br />CITY, STATE AND FEDERAL REGULATIONS. THE NEW LINES SHALL BE FLUSHED PRIOR TO <br />DISINFECTION. COPIES OF ACCEPTABLE BACTERIAL TEST RESULTS SHALL BE FURNISHED TO THE <br />OWNER, THE ENGINEER AND THE CITY PRIOR TO ACTIVATING THE NEW WATER PIPING. <br />11. ALL WATER LINES SHALL BE PRESSURE TESTED @ 150 PSI FOR 2 HOURS. <br />12. ALL SANITARY SEWER MANHOLES SHALL BE INSPECTED AFTER COMPLETION FOR GENERAL CONDITION, <br />CRACKS, LEAKAGE OF GROUNDWATER OR OTHER DEFECTS. THE MANHOLE SHALL BE TESTED FOR <br />WATER TIGHTNESS IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF TEN STATES STANDARDS, <br />LATEST EDITION, AND IDEM REGULATIONS. <br />13. NO ROOF DRAINS, FOOTING DRAINS AND/OR SURFACE WATER DRAINS MAY BE CONNECTED TO THE <br />SANITARY SEWER SYSTEM INCLUDING TEMPORARY CONNECTIONS DURING CONSTRUCTION. <br />14. SANITARY FEATURES SHALL COMPLY WITH ANY ADDITIONAL REQUIREMENTS OF THE CITY OF SOUTH <br />BEND. <br />PHONE, GAS. ELECTRIC, CAN UTILITY AND IRRIGATION SLEEVE NOTES: <br />1. CONTRACTOR IS TO UNCOVER AND CONFIRM ALL TAP/CONNECTION LOCATIONS. IF DISCREPANCIES <br />EXIST, NOTIFY ENGINEER PRIOR TO COMMENCING WORK. <br />2. CONTRACTOR IS TO COORDINATE ALL UTILITY CONNECTIONS WITH THE APPROPRIATE UTILITY <br />COMPANIES. <br />3. ROUTINGS SHOWN ARE APPROXIMATE. <br />4. CONTRACTOR IS TO COORDINATE AND ASSURE THAT ANY REQUIRED IRRIGATION SLEEVES ARE PLACED <br />PRIOR TO PAVING. <br />5. TELEPHONE, ELECTRIC AND TV ROUTINGS ARE TO BE COORDINATED WITH THE APPROPRIATE UTILITIES. <br />CONTRACTOR IS TO PROVIDE CONDUIT UNDER PAVED AREAS AS REQUIRED BY THE APPROPRIATE <br />UTILITY. <br />6. GRANULAR BACKFILL MATERIAL IS REQUIRED IN ALL UTILITY TRENCHES LOCATED UNDER PAVEMENT OR <br />SIDEWALKS. BACKFILL SHALL BE COMPACTED TO 100% OF STANDARD PROCTOR DENSITY PER SOILS <br />REPORT. <br />UTILITY INFORMATION: <br />THE ENGINEER HAS INDICATED UNDERGROUND UTILITIES ON THESE PLANS BASED UPON INFORMATION <br />PROVIDED BY THE VARIOUS UTILITIES. THE ACCURACY AND COMPLETENESS OF THIS INFORMATION IS <br />UNKNOWN AND THE ENGINEER ACCEPTS NO LIABILITY FOR UTILITY INFORMATION. THE CONTRACTOR IS <br />RESPONSIBLE FOR COORDINATING HIS WORK WITH THE UTILITIES, PROTECTING ALL UTILITIES, PAYING ALL <br />COSTS FOR DAMAGE TO UTILITY FACILITIES, AND RESTORING ALL UTILITIES TO A CONDITION WHICH IS <br />BETTER THAN THE ORIGINAL CONDITION AT THE START OF THIS PROJECT. THE CONTRACTOR SHALL NOT <br />BEGIN UNDERGROUND WORK UNTIL ALL UTILITIES HAVE BEEN ACCURATELY LOCATED ON THE GROUND. <br />** CONTRACTOR SHALL REVIEW ENTIRE PLAN <br />SET AND NOTIFY ENGINEER OF DISCREPANCIES <br />FOUND ON PLAN FOR FURTHER CLARIFICATION <br />AND/OR REVISIONS, PRIOR TO CONSTRUCTION <br />CITY OF SOUTH BEND SANITARY SEWER CONSTRUCTION STANDARDS & <br />SPECIFICATIONS: (M NECESSARY) <br />1. ALL MATERIALS AND WORKMANSHIP SHALL MEET THE CITY OF SOUTH BEND DESIGN & <br />CONSTRUCTION STANDARDS AND PREVAILING SPECIFICATIONS FOR PUBLIC WORKS, AND <br />TITLE 327 OF THE INDIANA ADMINISTRATION CODE, ARTICLE 3 (STATE CODE). <br />2. PIPE BEDDING - CLASS "F" FOR FLEXIBLE PIPE SHALL BE BEDDED IN GRANULAR FILL, <br />WHICH SHALL BE CARRIED 12-INCHES ABOVE THE TOP OF THE PIPE. ALL BEDDING, <br />HAUNCHING AND INITIAL BACKFILL SHALL BE CLASS I, II, OR III PER ASTM D2321-89. <br />3. ALL SEWER TRENCHES WITHIN THE ROAD RIGHT-OF-WAY, UNDER PARKING LOTS, <br />DRIVES, SIDEWALKS AND EXISTING PIPES SHALL BE BACKFILLED ABOVE THE PIPE <br />BEDDING MATERIAL WITH EXCAVATABLE FLOWABLE FILL, 150 PSI, UNLESS OTHERWISE <br />NOTED. <br />4. ANY EXISTING PIPE OR TILE(S), WHICH ARE CUT DURING CONSTRUCTION, SHALL BE <br />REPLACED WITH EQUAL OR BETTER MATERIALS AND CONSTRUCTION METHODS. <br />5. ANY PAVEMENT OR IMPROVED ROAD SURFACE <br />OR SIDEWALK CUT DURING CONSTRUCTION <br />SHALL BE <br />REPLACED WITH EQUAL OR BETTER <br />MATERIALS <br />AND CONSTRUCTION METHODS. <br />6. ALL GRASSED <br />AREAS WHICH ARE DISTURBED DURING THE <br />COURSE OF CONSTRUCTION, <br />SHALL BE <br />SEEDED WITH COMPARABLE GRASS <br />SEED AND <br />COVERED WITH STRAW. WATER <br />SHALL BE <br />APPLIED AS REQUIRED TO ASSURE <br />GROWTH. <br />7. ALL AREAS <br />DISTURBED DURING CONSTRUCTION <br />SHALL BE <br />REGRADED TO THE ORIGINAL <br />CONTOURS <br />PRIOR TO COMPLETION OF THE PROJECT. <br />8. ALL MANHOLES TO BE STANDARD TYPE I, 48-INCH DIAMETER PRECAST REINFORCED <br />CONCRETE, UNLESS NOTED OTHERWISE. <br />9. ALL PRE -CAST CONCRETE MANHOLE COMPONENTS (CONES, ADJUSTING RINGS, <br />SECTIONS, ETC.) SHALL CONFORM TO ASTM SPECIFICATION C478-96. <br />10. ALL MANHOLE FRAMES TO BE NEENAH R-1772 CASTING WITH SOLID LIDS OR EQUAL <br />UNLESS OTHERWISE NOTED. <br />11. INFILTRATION/EXFILTRATION INTO PIPE SHALL NOT EXCEED 200 GALLONS PER INCH OF <br />PIPE DIAMETER PER DAY PER MILE OF PIPE. IT SHALL BE THE RESPONSIBILITY OF <br />THE CONTRACTOR TO ARRANGE FOR THE TESTING AND TO PROVIDE CERTIFIED TESTS TO <br />THE ENGINEER. THE RESULTS OF THE TESTING SHALL BE PROVIDED TO THE OFFICE <br />THIRTY (30) DAYS AFTER COMPLETION OF CONSTRUCTION. <br />12. ALL PERMITS (AREA CONNECTION, INSPECTION, TAP, ETC.) REQUIRED FOR THE <br />EXECUTION OF THE WORK SHALL BE OBTAINED AND PAID FOR BY THE DEVELOPER. <br />13. SEWER TO WATER MAIN SEPARATION DISTANCES SHALL CONFORM TO SECTION 29 OF <br />THE RECOMMENDED STANDARDS FOR SEWAGE WORKS, 1978 REVISED EDITION. <br />WHENEVER SEWERS MUST CROSS UNDER WATER MAINS, THE SEWER SHALL BE LAID AT <br />SUCH AN ELEVATION THAT THE TOP OF THE SEWER IS AT LEAST 18" BELOW THE <br />WATER MAIN. WHEN THE ELEVATION OF THE SEWER CANNOT BE BURIED TO MEET SAID <br />REQUIREMENTS, THE SEWER SHALL BE RECONSTRUCTED WITH MECHANICAL JOINT <br />DUCTILE IRON PIPE OR AWWA C-900 CLASS 150, SDR 18, PVC FOR A DISTANCE OF <br />TEN (10) FEET ON EACH SIDE OF THE WATER MAIN. ONE FULL LENGTH OF SEWER <br />SHOULD BE CENTERED OVER THE WATER MAIN SO THAT BOTH JOINTS WILL BE AS FAR <br />FROM THE WATER MAIN AS POSSIBLE. IN ALL OCCURRENCES, WHERE WATER LINES <br />AND SANITARY SEWER LINES DO NOT PERMIT A MINIMUM OF TEN (10) FEET <br />HORIZONTAL SEPARATION, THE SEWER MUST BE CONSTRUCTED EQUAL TO WATER PIPE <br />WITH COMPRESSION JOINTS AND SHALL BE PRESSURE TESTED TO ASSURE WATER <br />TIGHTNESS PRIOR TO BACKFILLING. <br />14. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE* PIPE AFTER THE FINAL <br />BACKFILL HAS BEEN IN PLACE AT LEAST THIRTY (30) DAYS. NO PIPE SHALL EXCEED <br />A VERTICAL DEFLECTION OF 5% ACTUAL INSIDE DIAMETER (AS LISTED IN ASTM <br />STANDARDS). DEFLECTION TEST RESULTS SHALL BE SUBMITTED WITH THE <br />INFILTRATION/EXFILTRATION TEST RESULTS. (*THE FOLLOWING ARE CONSIDERED <br />NONFLEXIBLE PIPES: VITRIFIED CLAY PIPE, CONCRETE PIPE, DUCTILE IRON PIPE, CAST <br />IRON PIPE). <br />15. ALL MANHOLES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C1244-93, <br />STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY NEGATIVE AIR PRESSURE <br />(VACUUM) TEST. <br />16. ALL SANITARY SEWER MAINS TO BE PVC CONFORMING TO ASTM D-3034. <br />17. ALL SANITARY SEWER JOINTS SHALL BE GASKETED "PUSH ON TYPE" WITH A CONFINED <br />ELASTOMETRIC SEAL (RUBBER GASKET). JOINT TO CONFORM WITH ASTM-D3212 AND <br />SEAL TO CONFORM WITH ASTM F-477-99. <br />18. ALL GRAVITY SEWER PIPE SHALL BE TESTED USING ONE (1) OF THE FOLLOWING <br />LEAKAGE TEST TYPES: <br />18.1. A HYDROSTATIC TEST SHALL BE PERFORMED WITH MINIMUM OF TEN (10) FEET OF <br />POSITIVE HEAD. THE RATE OF EXFILTRATION OR INFILTRATION SHALL NOT EXCEED <br />TWO HUNDRED (200) GALLONS PER INCH OF PIPE DIAMETER PER LINEAR MILE <br />PER DAY. <br />18.2. AN AIR TEST SHALL CONFORM TO ASTM F1477-92, STANDARD TEST METHOD FOR <br />INSTALLATION ACCEPTANCE OF PLASTIC GRAVITY SEWER LINES USING <br />LOW-PRESSURE AIR, FOR PLASTIC PIPE. <br />19. AS -BUILT DRAWINGS TO BE PROVIDED TO CITY OF SOUTH BEND UPON COMPLETION OF <br />SANITARY SEWER AS REQUIRED. <br />20. FULL-TIME INSPECTION MUST BE PROVIDED FOR ALL SEWER CONSTRUCTION AND PAID <br />FOR BY THE CONTRACTOR OR DEVELOPER. <br />ENGINEER'S NOTES: <br />1. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RE -GRADED TO THE <br />PROPOSED CONTOURS, OR TO THE EXISTING CONTOURS WHERE CHANGE OF GRADE <br />IS NOT PROPOSED. <br />2. ANY CHANGE OF CONDITIONS DUE TO UNDERGROUND OR OTHER CONDITIONS SHALL <br />BE PROMPTLY REPORTED TO THE ENGINEER. <br />PAVING. STRIPING & CURB NOTES <br />1. WORKMANSHIP AND MATERIALS FOR ALL PAVING TO CONFORM TO STATE AND LOCAL <br />STANDARD DRAWINGS AND SPECIFICATIONS, LATEST EDITION. <br />2. PARKING LOT SUBGRADE SHALL BE FINE GRADED TO ASSURE POSITIVE DRAINAGE AWAY <br />FROM THE BUILDING AND TOWARDS THE COLLECTION LOCATIONS. <br />3. ALL ASPHALT PAVING SHALL BE LAID ON A STRAIGHT, EVEN, AND UNIFORM GRADE WITH A <br />MINIMUM 1 % AND MAXIMUM 3% SLOPE TOWARDS THE COLLECTION POINTS. DO NOT ALLOW <br />NEGATIVE GRADES OR PONDING OF WATER. <br />4. SLOPE BUILDING SIDEWALKS AWAY FROM BUILDING AT A MINIMUM OF 1 % AND A MAXIMUM <br />OF 2%. CROSS -SLOPES IN DESIGNATED WALKABLE PATHS EXCEEDING 2% WILL BE <br />REMOVED AND RECONSTRUCTED AT CONTRACTORS EXPENSE. <br />5. PAVED AREAS ARE TO BE ROUGH GRADED TO +/- 0.10 FT AND PROOF ROLLED. ANY <br />NON -ACCEPTABLE AREAS MUST BE CORRECTED PRIOR TO THE PLACEMENT OF STONE. <br />6. EXPANSION JOINTS - 1/2" ASPHALT IMPREGNATED FULL DEPTH, 40 FT O.C. MAXIMUM AND <br />AT SIDEWALK INTERSECTIONS. CRACK CONTROL SCORING AT SIDEWALK WIDTH DIMENSION, <br />OR AS NOTED ON THE PLANS. <br />7. STRIPING OF PARKING STALLS AND OTHER AREAS TO BE AS SHOWN ON THE PLANS. ALL <br />LINES TO BE SINGLE STRIPE, YELLOW, 4" WIDE, STRAIGHT, EVENLY SPACED, AND UNIFORM <br />IN LENGTH. <br />8. HANDICAP PARKING AND RAMP SHALL COMPLY WITH ALL GOVERNMENTAL CODES AND <br />STANDARDS AND ANY OTHER REQUIRED STANDARDS. HANDICAP SPACES TO BE MARKED <br />WITH THE INTERNATIONAL HANDICAP SYMBOL IN A BLUE FIELD. EACH SPACE SHALL BE <br />ADDITIONALLY MARKED WITH APPROPRIATE SIGNAGE. <br />9. REFER TO THE PROJECT DETAIL SHEET FOR PAVING DETAILS. <br />DIMENSIONS, COURSES AND THICKNESSES. OFFSITE CONSTRUCTION NOTES <br />1. ALL WORK TO COMPLY WITH LOCAL AND STATE CODES & STANDARDS OF CONSTRUCTION. <br />2. THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL SITE CONDITIONS PRIOR TO THE <br />START OF CONSTRUCTION. <br />3. THE CONTRACTOR SHALL COORDINATE THE WATER AND SEWER WORK IN THE RIGHT OF WAY <br />WITH ALL APPROPRIATE AGENCIES. <br />4. RIGHT OF WAY DRAINAGE PATTERNS SHALL ALSO BE MAINTAINED. <br />5. ANY AREAS DISTURBED ARE TO BE REPAIRED TO A CONDITION EQUAL TO OR BETTER THAN <br />EXISTED PRIOR TO DISTURBANCE. <br />6. CONTRACTOR TO INSTALL IMPROVEMENTS SHOWN AND TO COORDINATE WITH THE <br />APPROPRIATE GOVERNMENTAL AGENCY FOR CLARIFICATION AND ANY NECESSARY <br />INSPECTIONS. <br />SITE GRADING <br />1. STRIP BUILDING AND PAVING AREAS OF ALL ORGANIC TOPSOIL MATERIALS. STOCKPILE <br />SUITABLE TOPSOIL'S FOR RE -SPREADING ONTO LANDSCAPE AREAS. ALL EXCESS EXCAVATED <br />MATERIALS SHALL BE REMOVED FROM THE SITE AT THE CONTRACTORS EXPENSE. <br />2. ALL SOILS SHALL BE GRADED TO PROVIDE SMOOTH CONTOURS AND POSITIVE DRAINAGE <br />AWAY FROM BUILDINGS. DO NOT ALLOW FOR PONDING OF WATER. <br />3. AFTER TOPSOIL REMOVAL, CONTRACTOR IS TO PROOF ROLL THE BUILDING AND PAVING <br />AREAS. ANY NON -ACCEPTABLE AREAS MUST BE CORRECTED PRIOR TO BEGINNING ANY <br />FILL OPERATIONS. <br />4. AFTER COMPLETION OF PROOF ROLLING, FILL CAN BE PLACED USING SUITABLE ONSITE OR <br />BORROW MATERIALS IN MAXIMUM 8" LIFTS. FILL TO BE COMPACTED TO 100% STANDARD <br />PROCTOR DENSITY. <br />5. PAVED AREAS ARE TO BE ROUGH GRADED TO +/- 0.10 FT AND PROOF ROLLED. ANY <br />NON -ACCEPTABLE AREAS MUST BE CORRECTED PRIOR TO THE PLACEMENT OF STONE. <br />6. PARKING LOT SHALL BE GRADED TO ASSURE POSITIVE DRAINAGE AND NO PONDING OF <br />WATER. <br />7. CURBS TO BE WHERE SHOWN ON THE PLAN AND INTEGRAL WITH SIDEWALK AT PAVING <br />EDGE, AS APPROPRIATE. <br />DRAINAGE <br />1. ALL WORK TO COMPLY WITH APPLICABLE CITY OF SOUTH BEND CONSTRUCTION STANDARDS. <br />2. PARKING AREAS SHALL BE GRADED TO ASSURE POSITIVE FLOW AWAY FROM THE BUILDING. <br />NO PONDING OF WATER IS TO BE ALLOWED. <br />3. CONTRACTOR IS TO CONFIRM ALL UTILITY LOCATIONS. IF DISCREPANCIES EXIST, NOTIFY <br />ENGINEER PRIOR TO COMMENCING WORK. <br />4. GRANULAR BACKFILL MATERIAL IS REQUIRED IN ALL PIPE TRENCHES LOCATED UNDER <br />PAVEMENT OR SIDEWALKS. BACKFILL SHALL BE COMPACTED TO 100% STANDARD PROCTOR <br />DENSITY. <br />5. REFER TO STANDARD DETAILS FOR SPECIFICATIONS FOR PIPE TRENCHING, MATERIALS, <br />INLETS, AND CASTING INFORMATION. <br />SURVEYORS & ENGINEERS: <br />DANCH, HARNER & ASSOCIATES, INC. <br />1643 COMMERCE DRIVE <br />SOUTH BEND, IN. 46628 <br />(574) 234-4003 <br />ATTN: MICHAEL DANCH <br />SPECIFICATIONS <br />