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Home My WebLink About06050007.10W D Z :kl' a' GENERAL NOTES 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION ( INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 2. CONTRACTORS SHALL CHECK WITH ENGINEER PRIOR TO START OF CONSTRUCTION TO VERIFY DATE OF PLANS. MINOR CHANGES MAY BE MADE IF ALL REVIEWING AGENCY APPROVALS ARE NOT GRANTED BEFORE BIDDING. CHANGES N COST SHALL BE NEGOTIATED PRIOR TO PHYSICAL CONSTRUCTION AND BASED ON UNIT PRICES SUBMITTED ON THE CONTRACT. 3. CONTRACTORS SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS. CONDUITS, SERVICE LINES, ETC. N THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE N ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCA71ON AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY), IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR IN THE PERFORMANCE OF THE CONTRACT AND IN PREPARATION OF THE BID. 4. BACKFILL AROUND ALL STRUCTURES AND IN ALL TRENCHES BENEATH PAVED AREAS SHALL BE COMPACTED GRANULAR MATERIAL N ACCORDANCE WITH INDOT SECTION 211. 5. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. 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 95X OF THE MAXIMUM DRY DENSITY PER ASTM D -1557. FIELD COMPACTION TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE ATTAINED PRIOR TO PLACING THE NEXT LIFT. COMPACTION TESTS SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. CLEARING AND GRUBBING 1. CLEARING AND GRUBBING SHALL CONSIST OF CUTTING, REMOVING AND SATISFACTORY DISPOSING OF ALL TREES, DOWNED TIMBER, BRUSH, PROJECTING ROOTS, STUMPS, RUBBISH, BOULDERS, BROKEN CONCRETE. FENCING (AS DESIGNATED). AND OTHER MATERIAL ON THE PROJECT SITE AND WITHIN THE BOUNDARY AS SHOWN ON THE CONSTRUCTION DOCUMENTS AND /OR AS DESIGNATED BY - CONSTRUCTION UMITS ". 2. ALL "UNSUITABLE MATERIAL" FROM CLEARING OPERATIONS SHALL BE REMOVED TO DISPOSAL AREA(S) OFF OF THE PROJECT SITE; NO 'BURY PITS" SHALL BE USED FOR ONSITE DISPOSAL. 3. MATERIALS SHALL NOT BE DISPOSED OF BY BURNING UNLESS APPROVED BY THE LOCAL FIRE MARSHAL. TREE REMOVAL AND PROTECTION 1. TREES SHALL BE REMOVED FROM THE PROJECT ONLY WHERE THE AREA IS TO BE OCCUPIED BY ROAD AND SURFACED AREAS. 2. TREES SHALL BE REMOVED FROM THE PROJECT SIZE AS DIRECTED BY THE OWNER. 3. TREES SHALL BE REMOVED FROM THE PROJECT SITE WHERE THEY INTERFERE DIRECTLY WITH THE PLACEMENT OF STORM OR SANITARY SEWERS, AND THAT SUCH EXCAVATION IS OR WILL BE FATAL TO SUCH ADJACENT TREES. 4. THE CONTRACTOR SHALL ENDEAVOR TO SAVE AND PROTECT TREES OF VALUE AND WORTH WHICH DO NOT IMPAIR CONSTRUCTION OF IMPROVEMENTS AS DESIGNATED, IN THE EVENT CUT OR FILL EXCEEDS 0.5 FEET OVER THE ROOT AREA, THE DEVELOPER SHALL BE CONSULTED WITH RESPECT TO PROTECTIVE MEASURES TO BE TAKEN, IF ANY, TO PRESERVE SUCH TREES. 5. THE CONTRACTOR SHALL 13E RESPONSIBLE FOR DETERMINING THE METHOD FOR PROTECTION OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE TO REMAIN. EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL BE BOXED, FENCED OR OTHER MATERIAL AND EQUIPMENT SHALL NOT BE STOCKPILED OR STORED WITHIN THE SPREAD OF BRANCHES. BRANCHES WHICH NEED TO BE REMOVED OR ARE BROKEN SHALL BE NEATLY TRIMMED AND SCARS SHALL BE COVERED WITH TREE PAINT. STRIPPING OF TOPSOIL 1. THE CONTRACTOR SHALL VERIFY THAT ALL TOPSOIL HAS BEEN REMOVED IN THE AREAS TO BE OCCUPIED BY ROAD, WALKS AND DESIGNATED BUILDING AREAS. TOPSOIL SHALL BE REMOVED TO A DEPTH OF SIX (6) INCHES OR DEEPER, IF NECESSARY, TO REMOVE ORGANIC MATTER WHERE REQUIRED 2. TOPSOIL SHALL BE KEPT SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT BE USED AS FILL UNDER PAVEMENT, BUILDING AREAS AND /OR FUTURE STRUCTURAL AREAS. 3. TOPSOIL SHALL BE STORED AT A LOCATION WHERE IT DOES NOT INTERFERE WITH CONSTRUCTION OPERATIONS. EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. 4. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL DEBRIS AND STONES. PAVEMENT CONSTRUCTION 1. THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION SHALL APPLY TO WORKMANSHIP AND MATERIALS IN CONSTRUCTION OF SUBGRADE, PAVEMENT, CURBS AND WALKS. a. PREPARE THE SUBGRADE IN ACCORDANCE WITH INDOT SECTION 207. NO TRAFFIC WILL BE PERMITTED ON THE PREPARED SUBGRADE PRIOR TO PAVING. b. BITUMINOUS PAVEMENT IN ACCORDANCE WITH INDOT SECTION 402. e. FINISHING EARTH GRADED SHOULDERS, DITCHES AND SLOPES IN ACCORDANCE WITH INDOT SECTION 208. CONCRETE CURB AND WALKS I. SEE DETAIL SHEET FOR TYPE AND DETAILS. 2. CONCRETE SHALL BE READY MIXED PORTLAND CEMENT AND WATER CONFORMING TO A.S.T.M C -150. AGGREGATES SHALL CONFORM TO A.S.T.M. C -33. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 P.S.I. WHERE REQUIRED. REINFORCEMENT SHALL BE WIELDED STEEL WIRE FABRIC CONFORMING TO A.S -T.M. A -185. 3. ALL EXTERIOR CONCRETE SHALL CONTAIN 3X TO 671 AIR ENTRAINMENT. 4. APPLICATION 0. PLACE CONCRETE ONLY ON A MOIST, COMPACT SUBGRADE OR BASE FREE FROM LOOSE MATERIAL PLACE NO CONCRETE ON MUDDY OR FROZEN SUBGRADE IN ACCORDANCE WITH INDOT SECTION 604 AND 605. b. CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE REHANDLING AS PRACTICAL WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F OR LESS, PARAGRAPH 702.11 OF THE INDOT SPECIFICATIONS SHALL APPLY. c. EXCEPT AS OTHERWISE SPECIFIED. CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN INDOT SECTION 501.17. 5. TOP OF CASTING ELEVATIONS REFER TO THE CASTING'S RIM OR TOP OF CURB. THE CURB CONTRACTOR SHALL INSURE THAT CURB INLET CASTINGS ARE SET AT PROPER ELEVATION PRIOR TO CONSTRUCTION OF ADJACENT CURB. DEMOLITION 1. THE CONTRACTOR SHALL EXCAVATE, DEMOLISH, REMOVE AND DISPOSE OF THE DEBRIS FROM THE AREAS SHOWN ON THE SITE DEVELOPMENT PLAN. a BUILDING WALLS. b. FOUNDATIONS. c. PAVEMENT (CONCRETE. ASPHALT AND BRICK). d CONCRETE SLABS. 2. ALL MATERIAL AS A RESULT OF THE GENERAL DEMOLITION SHALL BE THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR'S LUMP SUM BID PRICE FOR THE DEMOLITION SHALL TAKE INTO ACCOUNT THE SALVAGEABLE VALUE OF MATERIALS AND SAID BID PRICE SHALL REFLECT SAID SAVINGS. 3. THE CONTRACTOR SHALL BE REQUIRED TO DEMOLISH AND REMOVE DESIGNATED FOUNDATION WALLS, RETAINING WALLS, CURBING, CONCRETE SLABS, PAVING, TANKS, STRUCTURES, PIPES, MANHOLES AS SHOWN ON THE CONTRACT DOCUMENTS. ALL EXISTING BASEMENT FLOOR SLABS THAT ARE NOT REMOVED SHALL BE BROKEN UP SUFFICIENTLY TO PERMIT DRAINAGE THROUGH THE SLAB. ALL EXISTING BASEMENT WALLS, FOUNDATIONS, FLOOR SLABS. AND ETC. SHALL BE REMOVED TO AN ELEVATION SUCH THAT THEY WALL NOT SUPPORT PROPOSED FLOOR SLABS OR PAVEMENTS. 4. THE CONTRACTOR SHALL OBTAIN FROM THE CITY OF CARMEL. AND ALL OTHER APPLICABLE GOVERNMENTAL AUTHORITIES. NECESSARY PERMITS REQUIRED, A COPY OF SUCH PERMITS TO BE FURNISHED TO THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK REQUIRED HEREIN. THE CONTRACTOR SHALL FURTHER FURNISH TO THE OWNER PROOF THAT HE HAS COMPLIED WITH THE PROVISIONS OF THE MUNICIPAL CODE OF INDIANAPOLIS. INDIANA. UTILITIES 1. ALL WATER LINES FROM CITY OF CARMEL WATER COMPANY MAN TO ANY LOT SHALL BE INSTALLED OF MATERIAL AND WORKMANSHIP AS APPROVED WITH THE CITY OF CARMEL WATER COMPANY. 2. CONDUIT SHALL BE REQUIRED FOR ALL ELECTRICAL AND TELEPHONE LINES UNDER PAVED AREAS. 3. COMPACTED GRANULAR BACKFILL SHALL BE REQUIRED FOR ALL CROSSINGS OF PAVED AREAS PER CITY OF CARMEL DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. SANITARY SEWER SPECIFICATIONS 1. STANDARDS SPECIFICATIONS OF CITY OF CITY OF CARMEL UTILITIES, INDIANA DEPARTMENT OF TRANSPORTATION AND INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN WITH INDOT SECTION 715, ASTM AND MANUFACTURER SPECIFICATIONS. 2. SANITARY SEWER PIPE SHALL BE PVC TYPE 1. CONFORMING TO ASTM D -3034 OR PVC IN ACCORDANCE WITH ASTM D -3034 (S.D.R. 35) AND ASTM 2321. JOINTS FOR P.V.C. SHALL BE COMPRESSION TYPE FLEXIBLE GASKETED JOINTS. 3. ALL SANITARY SEWER MANHOLES SHALL BE "PRECAST CONCRETE" MANHOLES IN ACCORDANCE WITH ASTM C -478 AND 720. MANHOLE SECTIONS SHALL HAVE KENT SEAL AND "0" RING TYPE GASKETS WHICH SHALL CONFORM TO ASTM D -443. BACK PLASTERING OF ADJUSTING RINGS IS REQUIRED. 4. THE TYPE OF NEW MANHOLE CASTING AND COVER SHALL BE NEENAH R- 1712 -B -SP. 5. THE CASTING ELEVATIONS ARE SET BY PLAN. HOWEVER, THE CASTINGS ARE TO BE 'ADJUSTED IN THE FIELD BY THE ENGINEER OR 14S REPRESENTATIVE SHOULD A DISCREPANCY OCCUR BETWEEN PLAN GRADE AND EXIS71NG GRADE. 6. NEW MANHOLE RING AND COVER SHALL BE INSTALLED TO ESTABLISHED GRADE. 7. BACKFILL AROUND ALL STRUCTURES AND ALL CUTS UNDER PAVED AREAS WITH COMPACTED GRANULAR MATERIAL, TRENCH OPENINGS WITHN 5 FEET OF PAVED ROADWAYS SHALL BE BACKFILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 211. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY AND COUNTY PERMITS HAVE BEEN OBTAINED BY OWNER PRIOR TO START OF CONSTRUCTION. 9, THE CONTRACTOR SHALL BE REQUIRED TO FURNISH THE ENGINEER WITH A SET OF PRINTS, MARKED N RED PENCIL, SHOWING ACTUAL SEWER LOCATIONS AND INVERTS TO INCLUDE LATERAL LOCATIONS, DEPTH AND LENGTHS. SUCH "AS- BUILT' PRINTS MUST BE RECEIVED BY THE ENGINEER BEFORE THE FINAL CONTRACT PAYMENT CAN BE AUTHORIZED. THE SANITARY SEWER LATERAL AND STUB TERMINATIONS SHALL BE INDICATED BY A MAGNETIC TAPE LOCATOR PLACED AT THE END OF EACH LATERAL. 10,ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED TO PASS A LOW PRESSURE AIR TEST, UNLESS OTHERWISE DIRECTED BY ENGINEER. SAID TEST SHALL BE CONDUCTED ACCORDING TO TEN STATES STANDARDS, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, AND CITY OF CARMEL DEPARTMENT OF PUBLIC WORKS AND SHALL BE WITNESSED BY AN ENGINEER. INFLTRA71ON UNDER TEST SHALL NOT EXCEED 100 GALLONS PER INCH OF INSIDE DIAMETER OF SEWER PIPE PER MICE OF SEWER IN 24 HOURS AND INCLUSIVE OF ALL APPURTANCES WITHIN THE SECTION BEING TESTED SUCH AS MANHOLES, HOUSE CONNECTIONS, ETC. 11. DEFLECTION TESTS SHALL BE PERFORMED ON ALL OFLEXWLE PIPE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL DEFLECTION OF 5% (*THE FOLLOWING ARE CONSIDERED NON - FLEXIBLE PIPES. CONCRETE PIPE, DUCTILE IRON PIPE, CAST IRON PIPE AND ASBESTOS CEMENT PIPE). 12.ALL TESTING SHALL BE CERTIFIED BY A PROFESSIONAL ENGINEER. 13. THE ENDS OF LATERALS ARE TO BE PLUGGED TIGHT WITH CLAY OR PLASTIC DISC OR CAP CAPABLE OF WITHSTANDING A LOW PRESSURE AIR TEST WITHIOUT LEAKAGE. 14.CLASS I BEDDING AS DESCRIBED IN ASTM -2321 SHALL BE USED, EXCEPT WHERE SPECIFIED OTHERWISE. 15. WATER AND SEWER LINE CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH TEN STATES STANDARDS AS SHOWN ON THE DETAIL SHEET. 18,TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTIONS, AND SHALL BE PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT UNATTENDED. 17.ALTERNATE PRESSURE PIPE MATERIAL SHALL BE POLYVINYL CHLORIDE PLASTIC PIPE WITH A STANDARD DIMENSION RATIO OF SDR 21 OR AWWA C -900 WITH A SDR OF 21(CLASS 200) AND BE DESIGNED FOR A RATED WORKING PRESSURE OF 200 PSI WATER PRESSURE. ALL PLASTIC WATER MAINS SHALL BE COLORED BLUE. PLASTIC PIPE SHALL BE SUITABLE FOR USE AT THE MAXIMUM HYDROSTATIC WORKING PRESSURE IDENTIFIED ABOVE. AT 73 DEGREES F. ALL PIPE SHALL MEET THE REQUIREMENTS AS SET FORTH N ASTM D -2241. WITH THE STANDARD DIMENSION RA710 IDENTIFIED ABOVE AND SHALL BEAR THE NATIONAL SANITATION FOUNDATION (N.S.F.) SEAL OF APPROVAL FOR POTABLE WATER PIPE. PROVISIONS SHALL BE MADE FOR EXPANSION AND CONTRACTION AT EACH JOINT WITH A RUBBER RING, AND INTEGRAL THICKENED BELL AS PART OF EACH JOINT. PIPE AND FITTINGS SHALL BE ASSEMBLED WITH A NONTOXIC LUBRICANT. STANDARD LAYING LENGTHS SHALL BE 20 FEET PLUS OR MINUS 1 INCH. 18.SANITARY SEWER CONSTRUCTION WILL NOT BE ALLOWED TO COMMENCE UNTIL A VAUD 327 IAC ARTICLE 3 IS OBTAINED (WHEN REQUIRED). 19,THE MINIMUM CELL CLASSIFICATION FOR P.V.C. PIPE SHALL BE 12454 -B OR 12454 -C. 20.THE FLOW CHANNELS FOR THE SANITARY SEWER MANHOLES SHALL BE U- SHAPED WITH THE THE BENCHWALLS EXTENDING TO THE CROWN OF THE INCOMING AND AND OUTGOING PIPES. 21. MANHOLES LINED N THEIR ENTIRITY SHALL BE VACCUUM TESTED. ALL PIPES EN7EIING THE MANHOLE SHOULD BE PLUGGED, TAKING CARE TO SECURELY PLACE THE PLUG FROM BEING DRAWN INTO THE MANHOLE. THE TEST HEAD SHALL BE PLACED AND THE SEAL INFLATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. A VACUUM PUMP OF TEN (10) INCHES OF MERCURY SHALL BE DRAWN AND THE VACUUM PUMP SHUT OFF. WITH THE VALVES CLOSED, THE TIME SHALL BE MEASURED FOR THE VACUUM TO DROP TO NINE (9) INCHES. FOLLOWING ARE A MINIMUM ALLOWABLE TEST TIMES FOR MANHOLE ACCEPTANCE AT THE SPECIFIED VACUUM DROP. DEPTH (FEET) TIME (SECONDS) 48" DIAMETER 60" DUM"TER 72" OWIlIff ER 4 10 13 16 B 20 26 33 12 30 39 49 16 40 52 67 20 50 65 81 24 59 78 97 ADD FOR 2 FT. MORE DEPTH 5 6.56 8 NOTE THESE NUMBERS HAVE BEEN TAKEN FROM AS-FM C 1244 -93 (REAPPROVED 2000) IF THE MANHOLE FAILS IN THE INITIAL TEST, REPAIRS AND ADJUSTMENTS NECESSARY DUE TO EXTENUATING CIRCUMSTANCES (E. PIPE JOINT, LINER, PLUG SEALING) SHOULD BE MADE RETESTING SHALL PROCEED UNTIL A SATISFACTORY TEST IS OBTAINED. STORM SEWER SPECIFICATIONS 1. STANDARD SPECIFICATIONS OF THE CITY OF CARMEL AND INDIANA DEPARTMENT OF TRANSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT SECTION 715. 2. ALL REINFORCED CONCRETE STORM SEWER PIPE (RCP) SHALL CONFORM TO ASTM DESIGNATION C -76 CLASS AI. ALL HELICALLY CORRUGATED STEEL PIPE (HCSP) SHALL CONFORM AASHTO M36, 16 GAUGE IN ACCORDANCE WITH NOOT SECTION 908. ALL HIGH DENSITY POLEYETHELINE (HOPE) SHALL CONFORM TO AASHTO M294 AND SHALL BE TYPE S WITH MINIMUM CELL CLASS OF d324420C CONFORMING TO A57M D 3350, FLEXIBILITY FACTOR NOT TO EXCEED 0.095 AND ALL JOINTS SHALL BE ASTM D3212 & F477. ALL POLYVINYL CHLORIDE PIPE (PVC) SHALL CONFORM TO AASHTO M304 & MINIMUM CELL CLASS OF 12454C OR 12364C PER ASTM D1754 AND JOINTS SHALL CONFORM TO ASIM D3212 AND F447. 3. BACKFILL AROUND ALL STRUCTURES AND CUTS UNDER PAVED AREAS WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 21.1 AND 715. 4. SEE STANDARD DETAIL SHEET FOR CONSTRUCTION DIMENSIONS OF STORM STRUCTURES. MANHOLE. INLETS AND CATCH BASINS SHALL BE IN ACCORDANCE WITH INDOT SECTION 720. PRECAST CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE N ACCORDANCE WITH ASTM C -476. 5, STORM SEWER DISCHARGE AREAS AND INVERTS ARE TENTATIVE AND ARE SUBJECT TO FIELD MODIFICATIONS BY THE ENGINEER OR HIS REPRESENTATIVE. THE CONTRACTOR WILL BE REIMBURSED FOR ANY ADDITIONAL LABOR AND MATERIALS NECESSARY TO COMPLETE ANY MODIFICATIONS ACCORDING TO THE UNIT PRICES SUBMITTED BY THE CONTRACTOR OR THE CONTRACT AMOUNT. 6. THE CONTRACTOR SHALL PROVIDE AT LEAST 2' OF COVER OVER ALL STORM SEWERS, UNLESS OTHERWISE INDICATED BY PLANS. 7. RIP RAP SHALL BE A MINIMUM OF 1/3 CUBIC FOOT N SIZE AND A MINIMUM 16" IN DEPTH. DIMENSIONS FOR RIP RAP IN THESE PLANS ARE FOR ESTIMATING PURPOSES ONLY. ACTUAL BEST PLACEMENT OF RIP RAP SHALL BE DETERMIEB BY FIELD CONDITIONS AND SHALL BE IN ACCORDANCE WITH INDOT SECTION 616. 8 ALL DRAINAGE PIPE AND DITCH OUTFALLS TO RECEIVING STREAMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DRAWINGS, SUBJECT HOWEVER, TO ANY MODIFICATION REQUIRED BY THE ENGINEER AT THE TIME INSTALLATION IS COMPLETED AND TO ANY ADJUSTMENTS NEEDED FOR FIELD CONDITIONS NOT ADEOUATELY ANTICIPATED BY THE DESIGN DRAWING. CASTINGS SHALL BE AS SHOWN ON DETAIL SHEET FOR MANUFACTURER, TYPE AND 9. NUMBER. ALL CASTINGS SHALL BE NEENAH OR EAST JORDAN APPROVED EQUAL. SOIL EROSION CONTROL SUMMARY 1. CONTRACTOR SHALL INSTALL SEDIMENT TRAPS AND STRAW BALE FILLERS AS SHOWN. 2. MASS GRADE THE SIIE (SIDES OF SWALES, AND MOUND" TO BE SODDED OR SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION). 7111IMPORARY SEEDING !HALL BE RECOMMMOM FOR ALL SWALES AND DISR11N1LD AREAS THAT CANNOT SE FINAL SEEDED 1I7IIN A TIME PERIOD THAT WILL PREVENT SOIL EROSM. FOR TOIPORARY SEEDING THE CONIRACTOR SHALL U71UZE A FAST GROWING SETA OF 07WMt OATS, ANNUAL RYEGRASS, WHEAT OR RYE DEPENDING UPON TIME OF YEAR, DISTURBED AREAS SHOULD BE KEPT TO A MINIMUM AT ALL TIMES. 3. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS SURROUNDING THE PROJECT BY INSTALLING STONE SURFACE AT ALL LOCAWONS WHERE CQMSIRUC710N TRAFFIC LEAVES THE SITE. DUST 24ALL BE K!T TO A MNNIIMUM BY ULLIZINNG SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COYER, SPRAY ON ADDITIVES OR OTHER APPROVED METHODS. CLEANING OF STREET SHALL SE REQUIRED AS DIRECTED BY LOCAL AUTHORITIES, OWNER. ARCHTECT. OR ENGINEER. 4. MAINTAIN ALL FLT0tS AND TRAPS DINING C01111115IMNCIIOM TO PREVENT ANY BLOCKAGES FROM ACCUMULA7ED SEE Ell T. ADDITIONAL SERING AND STRAW WALES MAY SE REQUIRED DURING CONSTRUCTION AS SPECIFIED BY ENNM OR SOL CONSERVATION SERVICE. RIP RAP SHALL BE PLACED N AREAS OF HIGH VELOCITY STREAM FLOW (MNMUM SIZE 1/3 CU.FT.). PAYMENT FOR ADDITIONAL STRAW BALES AND RIP RAP NOT SHOWN ON PLANS AND SEEDING SHALL BE ON A UNIT BASIS. 5. CONTRACTOR SHALL INSTALL ALL STOMA SEWER INLET FILTERS AS STORM SEWER SYSTEM IS INSTALLED. 6. ALL PROPOSED PARKING AREAS TO BE PAVED AS SOON AS POSSIBLE AFTER SUBGRADE IS PREPARED, 7. CONTRACTOR SHALL REMOVE ALL TOIPORARY 010rON IMO SEDIMENT CONTROLS ONLY WHEN THERE IS A SUFFICIENT GROWTH OF GROUND COVER TO PREVENT FURTHER EROSION. 8. ALL SWALES SHALL BE SEEDED IMMEDIATELY AF70 FINAL GRADING. PARKING LOT STRIPING 1. PAINT MATERIAL SHALL COMPLY WITH FEDERAL SPECIFICATION TT- P -115A FOR TRAFFIC PAINT WITHOUT GLASS SPHERES. (COLOR BY OWNER SELECTION). 2. STRIPE PARKING LINES AS SHOWN ON DRAINGS WAIN S7RPING PANT. SUBCONTRACTOR TO PERFORM ALL FIELD LAYOUT WORK NECESSARY TO ACHIEVE STRAIGHT AND TRIM LINES. ASPHALT MUST SE CLEANED WITH POWER BROOM AND HAND BROOM TO REMOVE ALL LOOSE MA7MAL BEFORE STRIPING. THE SUBCONTRACTOR TO PROVIDE BARRIERS M PREVENT MAULING OF LINES BY VEHICLES UN71L PANT HAS DRIED. S7RIPNC PAINT SHALL BE APPLIED AT THE MINIMUM RATE OF ONE GALLON PER 100 SQUARE FEET OF PANT (BASED ON 39X SOLIDS) AT A WIDTH OF FOUR INCHES. m 0 w a a w a Lu u� i i DATE DESCRIPTION CLIENT NAME MARK SWANSON ASSOCIATES INC 10610 NORTH PARK AVENUE INDIANAPOLIS, IN 46 280 -1 02 0 31 7 -844 -1315 ® 2005 DeBoy Land Development Services, Inc DESIGNED. MLD 5-11-01 TAC SLOMITTAL DRAWN: RCB CHECKED BY MLD SCALE NT'_ DATE:3.15 -06 PROJECT NO. 2006 -0025 C9.0 OF 10_ z CJ LLJ G U) Cc Q z O M. w F U u U _ L. ❑ V z W J U) m U) LLJ U) W V J ILi z CLIENT NAME MARK SWANSON ASSOCIATES INC 10610 NORTH PARK AVENUE INDIANAPOLIS, IN 46 280 -1 02 0 31 7 -844 -1315 ® 2005 DeBoy Land Development Services, Inc DESIGNED. MLD APPROVED KJR DRAWN: RCB CHECKED BY MLD SCALE NT'_ DATE:3.15 -06 PROJECT NO. 2006 -0025 C9.0 OF 10_ PFaECT :F:\2=\WW -0028 - Lubavttch of Indlam - Mark Swanwen t Awac\ENO1NEERINO\DRAMTNCS DW CB.0 TIME 3MNlCATI0NS.dw0 PLOTTED BY: R.C. 1111010E7! DATE: Thumdoy. May 11, 2008 0:25:50 AM