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ASBUILT/RECORD DRAWING NOTES FOR CONTRACTOR
<br />STORMWATER POLLUTION PREVENTION NOTES
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<br />GENERAL SITE NOTES
<br />GENERAL POTABLE WATER & SANITARY SEWER NOTES
<br />ALL ASBUILT/RECORD DRAWING INFORMATION SHALL BE PROVIDED FROM A LICENSED PROFESSIONAL LAND SURVEYOR IN BOTH HARD
<br />COPY SIGNED & SEALED PRINTS AND DIGITAL FORMAT. ALL DATA SHALL BE ON THE SAME BENCHMARK AS THE DESIGN PLANS AND IN
<br />THE STATE PLANE COORDINATE SYSTEM. DIGITAL COPIES OF THE CONSTRUCTION PLANS WILL BE PROVIDED FOR A BASIS OF THE
<br />ASBUILT/RECORD DRAWINGS. THE FOLLOWING IS A LIST OF ITEMS TO BE PROVIDED TO THE ENGINEER FOR REVIEW BEFORE FINAL
<br />CERTIFICATIONS CAN BE ISSUED. THIS LIST, WHILE EXHAUSTIVE, IS NOT MEANT TO BE ALL-INCLUSIVE. PLEASE USE IT AS A
<br />GUIDELINE FOR MINIMUM STANDARDS. ALL DATA PROVIDED SHALL ALSO MEET MINIMUM STANDARDS OF THE UTILITY COMPANY,
<br />WATER MANAGEMENT DISTRICT, AND LOCAL GOVERNMENT AS APPLICABLE.
<br />GENERAL:
<br />1. AUTOCAD POINTS WITH DESCRIPTIONS TO BE PROVIDED ON A LOGICAL LAYERING SYSTEM.
<br />2. ALL ITEMS IDENTIFIED ON THE SITE PLAN SHOULD BE SHOWN ON THE ASBUILT/RECORD DRAWING UNLESS OTHERWISE DIRECTED
<br />BY THE ENGINEER. THIS INCLUDES ITEMS SUCH AS LIGHT POLES, BIKE RACKS, CURBING, SIDEWALKS, FENCING, UTILITY PADS, ETC.
<br />3. VERTICAL AND HORIZONTAL SEPARATION BETWEEN MAINS SHALL BE DIMENSIONED ON THE ASBUILT/RECORD DRAWING. AT A
<br />MINIMUM, SEPARATION DIMENSIONS SHALL BE ADDED IN LOCATIONS WHERE IDENTIFIED ON THE CONSTRUCTION PLANS TO SHOW
<br />THE ITEMS WERE CONSTRUCTED PER APPLICABLE STANDARDS.
<br />4. ANY CONFLICT SEPARATIONS LESS THAN THOSE ALLOWABLE ARE TO BE SPECIFICALLY NOTED AND DIMENSIONED.
<br />UTILITIES:
<br />1. SHOW HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND AND ABOVE GROUND POTABLE WATER, RECLAIM WATER, AND
<br />WASTEWATER PIPING AND RELATED APPURTENANCES. THIS INCLUDES BENDS, VALVES, HYDRANTS, BLOW -OFFS, MANHOLES,
<br />CLEANOUTS, SERVICES, ETC AS SHOWN ON THE CONSTRUCTION PLANS.
<br />2. IDENTIFY INSTALLED STRUCTURES, PIPE MATERIAL, SIZE, AND SLOPE (IF GRAVITY PIPE). ASBUILT DATA SHOULD BE PROVIDED
<br />ADJACENT TO DESIGN DATA AND IN THE SAME FORMAT AS THE DESIGN.
<br />3. TOP OF PRESSURE PIPE TO BE SHOWN AT INTERVALS NOT TO EXCEED 100 FEET.
<br />4. ASBUILT/RECORD DRAWING LIFT STATION DATA TO BE PROVIDED AT ALL ELEVATIONS AND DIMENSIONS SHOWN ON THE DESIGN
<br />PLANS.
<br />S. LABEL SAMPLE POINT LOCATIONS.
<br />6. ALL VERTICAL CONFLICTS BETWEEN UTILITIES OF DIFFERENT TYPES SHALL BE SHOWN.
<br />DRAINAGE & GRADING:
<br />1. CONTROL STRUCTURE DATA INCLUDING ELEVATIONS, DIMENSIONS, AND PIPE SIZE/INVERT SHOWN ON THE CONTROL STRUCTURE
<br />DETAIL.
<br />2. POND AND SWALE TOP AND TOE OF SLOPE ELEVATIONS AT INTERVALS NOT TO EXCEED 100 FEET OR CHANGE IN DIRECTION.
<br />VISIBLY LOW OR HIGH AREAS SHOULD ALSO BE DETAILED. SUFFICIENT SPOT GRADES SHOULD BE PROVIDED SO THAT THE POND
<br />OR SWALE CAN BE RECREATED DIGITALLY AS IT IS CONSTRUCTED FOR THE ENGINEER TO DETERMINE COMPLIANCE WITH THE
<br />DESIGN.
<br />3. DRAINAGE STRUCTURE AND PIPE ASBUILT DATA SHOULD BE PROVIDED ADJACENT TO DESIGN DATA AND IN THE SAME FORMAT AS
<br />THE DESIGN.
<br />4. SUFFICIENT LOT GRADES TO DEMONSTRATE D 0 LOTS RAIN IN ACCORDANCE
<br />C WITH THE DESIGN. MINIMUM SPOT GRADE AT EACH LOT
<br />CORNER FOR TYPE A OR TYPE C LOTS AND AN ADDITIONAL MID -LOT LINE GRADE FOR TYPE B LOTS. ASBUILT PAD GRADING IS NOT
<br />REQUIRED FOR RESIDENTIAL DEVELOPMENTS UNLESS DESIRED BY THE OWNER.
<br />S. SUFFICIENT PAVEMENT GRADES, TYPICALLY AT INTERVALS NOT TO EXCEED 100 FEET OR CHANGE IN DIRECTION OR SLOPE.
<br />DATUM
<br />1. UNLESS OTHERWISE NOTED, ELEVATIONS IN THIS PLAN SET ARE BASED ON NAVD 88 DATUM.
<br />DRAINAGE STRUCTURES
<br />1. ALL DRAINAGE STRUCTURE SHALL CONFORM TO THE LATEST FOOT STANDARD PLANS UNLESS OTHERWISE NOTED.
<br />2. GRATE ELEVATIONS FOR ALL TYPE 5 AND TYPE 6 INLETS REFER TO EDGE OF PAVEMENT.
<br />3. GRATE ELEVATIONS FOR ALL DITCH BOTTOM INLETS REFER TO THE FLOW LINE OF PAVEMENT.
<br />SEQUENCE OF ACTIVITIES
<br />1. INSTALL SILT BARRIERS & TREE BARRICADES AS SHOWN ON PLANS AS APPLICABLE.
<br />2. ROUGH GRADE THE STORMWATER POND AS WELL AS TEMPORARY SWALES TO FORCE DELIVERY OF RUNOFF TO THE POND. THE
<br />POND WILL ACT AS A SEDIMENTATION BASIN.
<br />3. STABILIZE CLEARED AREAS WITHIN 7 DAYS OF LAST DISTURBANCE IF RUNOFF IS NOT CAPTURED BY THE STORMWATER POND.
<br />4. INSTALL STORM SEWER CONVEYANCE SYSTEMS, UTILITIES, AND BUILDINGS.
<br />5. CONSTRUCT ENTRANCE(S) AND PAVEMENT.
<br />6. COMPLETE GRADING AND INSTALL PERMANENT SODDING OR OTHER PERMANENT STABILIZATION FEATURES.
<br />7. WHEN ALL CONSTRUCTION IS COMPLETE, STABILIZE ANY REMAINING DISTURBED AREAS.
<br />8. REMOVE INSTALLED SILT BARRIERS AFTER ALL DISTURBED AREAS ARE STABILIZED.
<br />SHALL COMPLY WITH THE TERMS AND CONDITIONS OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
<br />GENERIC PERMIT FOR STORM WATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS
<br />STORM WATER POLLUTION PREVENTION PLAN.
<br />GENERAL POLLUTION CONTROL NOTES
<br />1. PRIOR TO ANY CLEARING OR CONSTRUCTION COMMENCEMENT, SILT FENCES SHALL BE INSTALLED IN THE AREAS DESIGNATED ON
<br />THIS PLAN. THOSE AREAS DESIGNATED TO BE REINFORCED SHALL HAVE INSTALLED A SECOND ROW OF SILT FENCE. THE SILT
<br />FENCE SHALL BE TRENCHED IN 4 INCHES DEEP AND BACKFILLED ON THE UPHILL SIDE.
<br />2. AFTER SILT FENCES ARE INSTALLED, A ROCK CONSTRUCTION ENTRANCE 50 FEET LONG AND 10 FEET WIDE WITH 6 INCH DEEP FDOT
<br />#57 STONE LINED WITH FILTER FABRIC SHALL BE CONSTRUCTED AT EACH CONSTRUCTION ENTRANCE SHOWN ON THIS PLAN.
<br />3. ALL CONSTRUCTION MATERIALS AND DEBRIS WILL BE PLACED IN A DUMPSTER AND HAULED OFF SITE TO A LANDFILL OR OTHER
<br />PROPER DISPOSAL SITE. THE DUMPSTER SHALL BE LOCATED IN DESIGNATED LOCATION SHOWN ON THIS PLAN.
<br />4. DUST SHALL BE CONTROLLED WITH THE USE OF WATER IF NECESSARY.
<br />S. ALL TOXIC MATERIALS USED IN CONSTRUCTION SHALL BE KEPT IN A COVERED SHED AS SHOWN IN DESIGNATED LOCATION SHOWN
<br />ON THIS PLAN.
<br />6. A DOUBLE WALL FUEL TANK WILL BE PLACED ON A DRIP PAN TO CONTAIN AND PREVENT ANY FUEL LEAKS FROM BEING DISCHARGED
<br />IN STORM WATER RUNOFF.
<br />7. PORT-O-LETS SHALL BE PLACED IN AREAS DESIGNATED ON THIS SITE PLAN.
<br />8. NO VEHICLE MAINTENANCE WILL BE ALLOWED ON SITE.
<br />9. A WASHDOWN SITE SHALL BE PLACED IN THE AREAS DESIGNATED. A SMALL VEGETATIVE BERM SHALL BE PLACED AROUND THE
<br />WASH DOWN AREA.
<br />10. FILTER SOCKS SHALL BE PLACED AT THE ENTRANCE TO ALL EXISTING INLETS TO PREVENT THE STORM SEWER SYSTEM FROM
<br />DISCHARING SEDIMENTS INTO THE RETENTION PONDS.
<br />11. CONTRACTOR TO DEMO TREES AS REQUIRED TO ACCOMMODATE PROPOSED SITE DESIGN(REMOVE ROOT BASE OF ALL EXISTING
<br />TREES TO BE DEMOLISHED).
<br />12. ALL CLEARED TREES AND VEGETATION SHALL BE BURNED ONSITE AFTER CONTRACTOR OBTAINS A BURN PERMIT. IF BURNING IS
<br />PROHIBITED, TREES TO BE HAULED AWAY.
<br />13. SEDIMENTS MAY NOT BE ALLOWED TO ACCUMULATE MORE THAN HALF THE HEIGHT OF THE SILT FENCE. SEDIMENTS MUST BE
<br />PROPERLY DISPOSED OF, AFTER REMOVAL OF SILT FENCES, ALL DISTURBED AREAS SHALL BE GRASSED & MULCHED.
<br />14.PONDS & BASIN CONTROL SHALL BE THE FIRST ITEMS CONSTRUCTED. SIDE SLOPES SHOULD BE IMMEDIATELY SODDED UPON
<br />COMPLETION.
<br />15. OUTLETS OF ALL PIPES SHALL BE INSPECTED REGULARLY AND ANY BLOCKAGES REMOVED. ALL FLOW MUST BE MAINTAINED WITH
<br />ANY FENCING CONSTRUCTED TO ALLOW FLOW THROUGH OR UNDER THE FENCE.
<br />16. DEWATERING MAY BE REQUIRED FOR INSTALLATION OF UTILITIES, STORM SEWER, OR PAVEMENT. THE DURATION IS DEPENDANT
<br />ON THE SCHEDULE OF CONSTRUCTION. THE DEWATERING DISCHARGE WILL BE CONTAINED WITHIN A SETTLING AREA INSIDE THE
<br />NEAREST STORMWATER POND. THE SETTLING AREAS WILL BE SURROUNDED WITH TURBIDITY BARRIERS IN ACCORDANCE WITH
<br />FOOT INDEX 102 & 103. AFTER DEWATERING WORK HAS BEEN COMPLETED, THE SETTLING AREAS WILL BE EXCAVATED AND/OR
<br />RESHAPED TO FINALIZE THE PONDS. DEWATERING STRUCTURES SHALL REMAIN IN PLACE UNTIL TRENCHING HAS BEEN COMPLETED.
<br />ALL DISCHARGE SHALL BE CONTAINED WITHIN THE PROJECT AREA AS DESCRIBED. NO GROUNDWATER SHALL BE PUMPED DIRECTLY
<br />OFFSITE
<br />17. DURING CLEARING AND GRUBBING AND SITE GRADING STAGES, AREAS THAT ARE DISTURBED AND INACTIVE FOR MORE THAN 7
<br />DAYS SHALL BE STABILIZED WITH RYE GRASS APPLIED AT MANUFACTURERS RECOMMENDATIONS. AFTER SEEDING EACH AREA
<br />SHALL BE MULCHED WITH 4000 POUNDS OF STRAW PER ACRE.
<br />MAINTENANCE PLAN DURING CONSTRUCTION
<br />1. SILT FENCE REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH APPROXIMATELY
<br />ONE HALF THE HEIGHT OF THE BARRIER,
<br />2. MAINTENANCE SHALL BE PERFORMED ON THE CONSTRUCTION ENTRANCE WHEN ANY VOID SPACES ARE FULL OF SEDIMENT.
<br />3. MULCH AND SOD THAT HAS WASHED OUT SHALL BE REPLACED IMMEDIATELY. ALL OTHER AREAS ARE TO BE SEEDED UNTIL
<br />VEGETATION IS ESTABLISHED.
<br />4. ANY WASH OUTS GOING INTO RETENTION PONDS SHALL BE CORRECTED BY INSTALLING A TEMPORARY BERM UPHILL AND
<br />ADJACENT TO THE RETENTION POND. ONE SECTION OF 12 INCH PVC PIPE SHALL BE INSTALLED AT THE UPHILL TOE OF BERM AND
<br />THROUGH THE BERM INTO THE RETENTION POND. PIPE AND BERM SHALL BE REMOVED WHEN SURROUNDING GROUND IS
<br />PERMANENTLY STABILIZED.
<br />5. INSPECTIONS SHALL BE PERFORMED AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A RAIN EVENT THAT IS 0.5
<br />INCHES OR GREATER
<br />6. THE INSPECTOR SHALL INSPECT ALL POINTS OF DISCHARGE, ALL DISTURBED AREAS OF CONSTRUCTION THAT HAVE NOT BEEN
<br />STABILIZED, AREAS WHERE VEHICLES ENTER AND EXIT THE SITE, AND SEDIMENT CONTROL STRUCTURES.
<br />7. THE INSPECTOR SHALL FURNISH A STORM WATER POLLUTION PREVENTION PLAN INSPECTION REPORT FORM IN THE FORMAT
<br />DESCRIBED IN THE "SAMPLE COPY OF THE STORM WATER POLLUTION PREVENTION PLAN" AS OUTLINED ON THE FLORIDA
<br />DEPARTMENT OF ENVIRONMENTAL PROTECTION WEBSITE.
<br />MAINTENANCE PLAN AFTER CONSTRUCTION
<br />THE STORMWATER FACILITY MUST BE MAINTAINED CORRECTLY IF IT IS TO PERFORM IN THE MANNER IT WAS DESIGNED. THE
<br />STATEMENTS BELOW ARE INTENDED TO BE A GUIDE TO THE CORRECT WAYS TO MAINTAIN THIS FACILITY. THIS IS ONLY A GUIDE
<br />AND SHOULD BE REVISED AS FIELD CONDITIONS REQUIRE. THE MAINTENANCE ENTITY SHALL BE RESPONSIBLE FOR MAINTAINING THE
<br />SITE. FACILITIES SHALL BE INSPECTED BY A PROFESSIONAL ENGINEER AT INTERVALS OUTLINED IN THE ENVIRONMENTAL RESOURCE
<br />PERMIT.
<br />1. ALL STORMWATER PIPES, INLETS, CATCH BASINS, MANHOLES, FLUMES, POND INFLOW AND OUTFALL STRUCTURES (INCLUDING OIL
<br />SKIMMERS), AND DISCHARGE PIPES SHOULD BE INSPECTED ON A REGULAR BASIS (MONTHLY OR QUARTERLY) AND AFTER MAJOR
<br />RAINFALLS. THEY SHOULD BE MAINTAINED BY REMOVING BUILT- UP DEBRIS AND VEGETATION AND REPAIRING DETERIORATING
<br />STRUCTURES.
<br />2. MOW GRASS (WEEKLY DURING THE SUMMER MONTHS AND BI-WEEKLY DURING THE REMAINDER OF THE YEAR) WITHIN THE
<br />STORMWATER RETENTION AREAS. GRASS CLIPPINGS SHALL BE COLLECTED AND PROPERLY DISPOSED OF.
<br />3. CHEMICALS, OILS, GREASES OR SIMILAR WASTES ARE NOT TO BE DISPOSED OF DIRECTLY TO THE STORMWATER FACILITY OR
<br />THROUGH STORM SEWERS. TREATMENT PONDS ARE DESIGNED TO TREAT NORMAL ROAD, PARKING LOT, ROOF AND YARD RUNOFF
<br />ONLY. SOME CHEMICALS MAY INTERFERE WITH A TREATMENT POND'S FUNCTIONS OR KILL VEGETATION AND WILDLIFE. DISPOSE
<br />OF THESE POTENTIALLY DANGEROUS MATERIALS PROPERLY BY TAKING THEM TO RECYCLING FACILITIES OR TO COLLECTION
<br />LOCATIONS SPONSORED BY MANY LOCAL GOVERNMENTS. ALSO, DO NOT DISPOSE OF GRASS CLIPPINGS IN A SWMS. GRASS
<br />CLIPPINGS POSE PROBLEMS BY SMOTHERING DESIRABLE VEGETATION, CLOGGING OUTFALL STRUCTURES AND, WHEN THEY
<br />DECOMPOSE, MAY CAUSE UNSIGHTLY ALGAE BLOOMS THAT CAN KILL FISH.
<br />A LEAD, CADMIUM AND MERCURY, AS WELL AS OTHER
<br />4. ACCUMULATED POND SEDIMENTS MAY CONTAIN HEAVY METALS SUCH AS EA CADM U N U
<br />POTENTIALLY HAZARDOUS MATERIALS. THEREFORE, SEDIMENTS REMOVED FROM STORM SEWERS, INLETS, PIPES AND PONDS
<br />SHOULD BE DISPOSED OF AT AN APPROVED FACILITY (CHECK WITH YOUR COUNTY SOLID WASTE DEPARTMENT OR THE FLORIDA
<br />DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR DISPOSAL FACILITIES APPROVED TO ACCEPT TREATMENT POND SEDIMENT).
<br />5. DURING ANY REPAIR OR MAINTENANCE ACTIVITY, USE CARE TO AVOID CAUSING EROSION OR SILTATION TRANSFER TO ADJACENT
<br />OR OFF -SITE AREAS.
<br />6. ALTERATIONS (FILLING, ENLARGING, ETC.) OF ANY PART OF THE STORMWATER FACILITY IS NOT PERMITTED WITHOUT PRIOR
<br />APPROVAL FROM ALL APPLICABLE GOVERNING AGENCIES.
<br />7. THE APPROVED OPERATION AND MAINTENANCE PERMIT AND AS -BUILT DRAWINGS ARE AVAILABLE AT YOUR LOCAL WATER
<br />MANAGEMENT DISTRICT SERVICE OFFICE OR FROM THE PERMITTING AGENCY HAVING JURISDICTION. REFER TO THOSE PLANS AND
<br />PERMITS FOR ADDITIONAL RESTRICTIONS, INSTRUCTIONS AND CONDITIONS.
<br />8. IT IS USUALLY MORE COST-EFFECTIVE TO MONITOR AND PERFORM ROUTINE MAINTENANCE ON A STORMWATER MANAGEMENT
<br />SYSTEM, RATHER THAN LET IT FAIL AND HAVE TO RECONSTRUCT THE ENTIRE SYSTEM.
<br />9. MOSQUITO GROWTH CAN BE MINIMIZED IN A STORMWATER MANAGEMENT SYSTEM, BY THE FOLLOWING MEASURES:
<br />DO NOT DUMP GRASS CLIPPINGS OR OTHER ORGANIC DEBRIS INTO A SWMS
<br />DECAYING GRASS CLIPPINGS AND OTHER DECOMPOSING VEGETATION CREATE IDEAL CONDITIONS FOR BREEDING MOSQUITOES.
<br />CLEAN OUT ANY OBSTRUCTIONS THAT GET INTO THE SYSTEM, DEBRIS CAN OBSTRUCT FLOW AND HARBOR MOSQUITO EGGS AND
<br />LARVAE.
<br />REMOVE WATER LETTUCE AND WATER HYACINTH, WHICH NOURISH AND SHELTER MOSQUITO LARVAE.
<br />PAVING OPERATION NOTES
<br />1. BEFORE PAVING OPERATIONS BEGIN, THE ENGINEER SHALL BE PROVIDED WITH ALL DENSITY TESTING INCLUDING PIPE BACKFILL,
<br />SUBGRADE, AND ROAD BASE. TESTING SHALL BE PROVIDED BEFORE ANY PREPAVING MEETINGS ARE SCHEDULED.
<br />2. ASPHALT MIX DESIGNS MUST BE PROVIDED TO THE ENGINEER FOR APPROVAL PRIOR TO PAVING, MIXES MUST BE SIGNED AND
<br />SEALED BY A PROFESSIONAL ENGINEER OR SUPPLIED BY AN APPROVED FDOT PLANT.
<br />3. ANY DEVIATIONS IN ASPHALT TYPE, LIFT THICKNESS, OR COMPACTION MUST BE PRESENTED TO THE ENGINEER FOR APPROVAL
<br />PRIOR TO IMPLEMENTATION. DEVIATIONS MAY REQUIRE APPROVAL BY THE AHJ.
<br />4. IT IS RECOMMENDED THE CONTRACTOR SUBMIT A TESTING PLAN TO THE ENGINEER BEFORE COMMENCING PAVING OPERATIONS
<br />SO ANY DEFICIENCIES CAN BE DETERMINED BEFORE STARTING,
<br />5. TESTS FOR IN -PLACE DENSITY AND LAYER THICKNESS, FOR EACH COURSE, SHALL BE CONDUCTED AT A FREQUENCY OF ONE TEST
<br />PER 300 LINEAR FEET OF ROADWAY (MINIMUM 3 TESTS PER ROAD).
<br />6. 6" PAVEMENT CORES ARE TO BE TAKEN AT A MINIMUM FREQUENCY OF 3 CORE PER 500 TONS OF ASPHALT. DENSITY, THICKNESS,
<br />AND GRADATION REPORT IS TO BE PROVIDED FOR ASPHALT, BASE, AND SUBGRADE. MINIMUM ASPHALT DENSITY SHALL BE 89%
<br />GMM, WITH A MINIMUM AVERAGE BETWEEN 3 CORES OF 92% GMM.
<br />7. MINIMUM LIFT THICKNESS SHALL CONFORM TO FOOT SPECIFICATIONS 334-1.4.1.
<br />8. WHEN THE DEFICIENCY IN THICKNESS IS IN EXCESS OF THE MINIMUM THICKNESS REQUIRED ON APPROVED PLANS, LESS THE
<br />ALLOWABLE CONSTRUCTION TOLERANCE, THE CONTRACTOR SHALL CORRECT THE DEFICIENCY EITHER BY REPLACING THE FULL
<br />THICKNESS FOR A LENGTH EXTENDING AT LEAST 50 FEET FROM EACH END OF THE DEFICIENT AREA, OR WHEN PERMITTED BY THE
<br />CITY ENGINEER BY OVERLAYING THE ENTIRE WIDTH OF THE AREA. NORMALLY AN OVERLAY WILL NOT BE PERMITTED IN A
<br />CONCRETE CURB SECTION.
<br />9. ASPHALT SHALL BE UNIFORM IN TEXTURE AND SLOPE TO THE GREATEST EXTEND POSSIBLE. AREAS OF POOR GRADATION SHALL BE
<br />REPAIRED AT THE CONTRACTORS EXPENSE.
<br />10. TESTS FOR SUBGRADE STABILIZATION SHALL BE LOCATED NO MORE THAN 400 FEET APART (FOR ROADWAYS) OR EVERY 8,000 SF
<br />(FOR PARKING LOTS) AND SHALL BE STAGGERED TO THE LEFT, RIGHT, AND ON THE CENTERLINE OF THE ROAD.
<br />1. SEE BOUNDARY & TOPOGRAPHY SURVEY FOR LEGAL DESCRIPTION & BENCHMARK INFO.
<br />2. CONTRACTOR TO REFERENCE ARCHITECTURAL DRAWINGS FOR DETAILED DESIGN OF PROPOSED BUILDING, INCLUDING SLAB
<br />DESIGN, UTILITY CONNECTIONS, DOORWAYS, AND OTHER SITE ITEMS, GC TO NOTIFY ENGINEER OF RECORD OF ANY DEVIATIONS
<br />FROM CIVIL PLANS BEFORE CONSTRUCTION.
<br />3. ALL PAVEMENT MARKINGS SHALL BE PAINTED, UNLESS OTHERWISE NOTED, AND SHALL BE ACCOMPLISHED WITH USE OF PAINTING
<br />MACHINES AND/OR STENCILS. ALL PAINT FOR PAVEMENT MARKINGS SHALL MEET THE REQUIREMENTS OF SOLVENTBORNE
<br />APPLICATION RECOMMENDATIONS.
<br />4. PARKING STALLS STRIPING SHALL BE 4" WIDE AND SHALL BE STRAIGHT WITH A CLEAN EDGE. ALL DIRECTIONAL ARROWS, STOP
<br />BARS, ETC SHALL CONFORM TO THE LATEST MUTCD. i
<br />5. ALL STRIPING WITHIN FDOT AND CITY OF ZEPHYRHILLS RIGHT OF WAY TO BE IN ACCORDANCE WITH FDOT INDEX 711-001.
<br />�6. CONTRACTOR TO SAW CUT EXISTING PAVEMENT AT PROPOSED DRIVEWAY TIE IN'S TO PROVIDE A CLEAN EDGE FOR NEW
<br />PAVEMENT AND BASE CONNECTION.
<br />�7. CONTRACTOR TO BECOME FAMILIAR WITH AND ADHERE TO ALL ADA STANDARDS.
<br />i
<br />`8. CONTRACTOR TO CONSTRUCT SIDEWALKS WITH A MAXIMUM 2% CROSS SLOPE AND A MAXIMUM 5% LINEAR SLOPE UNLESS
<br />OTHERWISE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. ANY SIDEWALKS CONSTRUCTED FOUND TO BE IN EXCESS OF THESE
<br />SLOPES WILL BE REQUIRED TO BE RECONSTRUCTED AT CONTRACTORS EXPENSE,
<br />V
<br />9. CONSTRUCT HANDICAP RAMPS AT EACH DRIVEWAY PER ADA STANDARDS.
<br />A
<br />10. CONTRACTOR TO PROVIDE SMOOTH TRANSITION AT LOCATIONS WHERE EXISTING FEATURES MEET PROPOSED FEATURES
<br />(CONCRETE, ASPHALT, ETC.).
<br />11. ALL "MEG" MATCH EXISTING GRADE ELEVATION N ROADWAY F N S 0SURFACES OR EDGES AND UNDERGROUND STORM UTILITY PIPES
<br />SHOWN ARE APPROXIMATE.
<br />12, AT A MINIMUM, ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WITH EITHER SOD OR SEED. SOD OR SEED
<br />AREAS SHOULD BE WATERED BY EITHER IRRIGATION OR TANKER TRUCKS UNTIL ESTABLISHED. SOD SHALL BE STAKED AS
<br />REQUIRED IN SLOPED AREAS AND MONITORED FOR WASHOUTS. ONCE THE SOD IS ESTABLISHED, GC MAY REMOVE STAKES. SEEDED
<br />AREAS MUST BE WATERED AS NECESSARY TO ALLOW GRASS TO BEGIN GROWING.
<br />13. FOR TYPICALLY WET PONDS, SIDE SLOPES SHALL BE SODDED TO THE NORMAL WATER ELEVATION.
<br />'i14. CONTRACTOR SHALL OBTAIN THE LATEST EDITION OF THE SOIL REPORT FOR THIS PROJECT. GC SHALL ADHERE TO ALL
<br />RECOMMENDATIONS AND INSTRUCTIONS INCLUDED IN SOIL REPORT.
<br />15. A COPY OF THE APPROVED PERMIT AND DRAWINGS MUST BE ON THE JOBSITE AT ALL TIMES.
<br />116. ANY SIDEWALKS DISTURBED DURING CONSTRUCTION ARE TO BE REPLACED.
<br />17, IF CONSTRUCTION, RECONSTRUCTION, REPAIR OR MAINTENANCE ACTIVITY NECESSITATES THE CLOSING OF ONE OR MORE TRAVEL
<br />LANES OF ANY ROAD ON THE STATE PRIMARY, COUNTY ROAD OR CITY STREET SYSTEM FOR A PERIOD OF TIME EXCEEDING TWO
<br />G HOURS, THE PARTY PERFORMING SUCH WORK WILL BE RESPONSIBLE TO GIVE NOTICE TO THE APPROPRIATE LAW ENFORCEMENT
<br />AGENCY WHICH HAS JURISDICTION WHERE SUCH ROAD IS LOCATED PRIOR TO COMMENCING WORK ON THIS PROJECT.
<br />18. ALL TRAFFIC SIGNALS ARE TO REMAIN IN ACTUATION DURING CONSTRUCTION.
<br />19. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF FDOT INDEX 102-600 THROUGH 102-670.
<br />20.TRAFFIC SHALL BE MAINTAINED THROUGH THE WORK ZONE AT THE ESTABLISHED SPEED LIMIT.
<br />g21.DURING NON -WORKING HOURS, THE DROP-OFF BETWEEN THE TRAVEL LANES AND THE WORK AREA SHALL BE MAINTAINED IN
<br />ACCORDANCE WITH INDEX 102-600.
<br />22.ROUTING TRAFFIC ONTO MILLED SURFACES IS PROHIBITED. MILLING AND RESURFACING MUST BE ACCOMPLISHED DURING
<br />NON -PEAK HOURS WITH LANE CLOSURES AND UTILIZATION OF STANDARD INDICES SUCH AS 102-603 (MODIFIED FOR APPROPRIATE
<br />POSTED SPEED), 102-606, AND/OR OTHER APPROPRIATE SPECIAL DETAILS.
<br />r
<br />`23.SIDEWALKS ARE TO BE CONSTRUCTED WITH A V FLAT AREA ON BOTH SIDES OF THE SIDEWALK.
<br />24. ALL MILLED SURFACES MUST BE PAVED BACK THE SAME NIGHT UNLESS OTHERWISE AUTHORIZED.
<br />25.PROPOSED OBJECT MARKERS FOR HEADWALLS SHALL CONFORM TO THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
<br />CONSTRUCTION SECTIONS 705 AND 993.
<br />26. CONTRACTOR TO RELOCATE ALL SIGNS AND DEATH MARKERS THAT ARE OUT OF COMPLIANCE DUE TO ROAD WIDENING PER FDOT
<br />INDEX 700-101.
<br />1j27. ALL EXISTING MARKINGS THAT ARE IN CONFLICT WITH PROPOSED MARKINGS SHALL BE REMOVED.
<br />j28.THE PERMANENT REMOVAL OF SIGNS WITHIN THE CONSTRUCTION LIMITS ARE NOT REQUIRED UNLESS SHOWN IN THE PLANS. ALL
<br />�ADJUSTMENTS SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS.
<br />29.DO NOT PLACE THERMOPLASTIC STRIPES AND MARKINGS ON NEWLY CONSTRUCTED FINAL SURFACES COURSES PRIOR TO 30
<br />CALENDAR DAYS AFTER PLACEMENT OF THE FINAL SURFACE COURSE. THE ENGINEER MAY REQUIRE LONGER CURE PERIODS.
<br />PROVIDE TEMPORARY MARKINGS IF THE ROAD IS OPEN TO TRAFFIC.
<br />30.THE LOCATIONS OF EXISTING UTILITIES SUCH AS WATER MAINS, SEWER, GAS LINES, ETC., AS SHOWN ON THE PLANS HAVE BEEN
<br />DETERMINED FROM THE BEST AVAILABLE INFORMATION, AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR.
<br />HOWEVER, THE ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY FOR THE SIZES AND LOCATIONS SHOWN, THE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UTILITIES SHOWN
<br />AND NOT SHOWN ON THESE PLANS AND RELATED CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. IT SHALL BE THE
<br />CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION
<br />i
<br />AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK.
<br />,31.BENCHMARKS AND OTHER REFERENCE POINTS SHALL BE CAREFULLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. IF
<br />DISTURBED OR DESTROYED, THESE POINTS SHALL BE REPLACED BY A FLORIDA P.L.S. AT CONTRACTOR'S EXPENSE,
<br />32.THE CONTRACTOR IS DIRECTED TO NOTIFY SLOAN ENGINEERING GROUP, INC., PHONE (863) 800-3046, FOR PROBLEMS REQUIRING
<br />DEVIATION FROM THESE PLANS AND SPECIFICATIONS.
<br />33.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES, ETC., UNLESS
<br />OTHERWISE NOTED. ALL SOIL STRIPPINGS AND ANY UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF
<br />BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE OWNER.
<br />�34.THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND UTILITIES NOTED TO REMAIN, FROM DAMAGE OR
<br />DISPLACEMENT DURING CONSTRUCTION. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY
<br />NOTIFY THE ENGINEER AND THE UTILITY COMPANY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED TO
<br />REPAIR DAMAGE OR CORRECT DISPLACEMENT.
<br />35.THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ALL TREES AND OTHER VEGETATION OUTSIDE THE LIMITS
<br />OF CONSTRUCTION.
<br />36. WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT JOB PER SPECIFIC DETAILS, AND NOT BY SCALING FROM THESE
<br />PLANS.
<br />37.THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TOEQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO
<br />COMMENCEMENT OF CONSTRUCTION. IT IS RECOMMENDED TO PROVIDE A VIDEO OF EXISTING CONDITIONS TO THE ENGINEER.
<br />38.THE CONTRACTOR SHALL TAKE SPECIAL NOTICE THAT ALL SPECIFICATIONS AND DETAILS SHOWN HEREON ARE BELIEVED TO BE
<br />} THE LATEST AND MOST ACCURATE AT THE TIME OF DESIGN AND SUBMITTAL, HOWEVER THE ENGINEER DOES NOT WARRANTY ANY
<br />OF THE PROVIDED SPECIFICATIONS AND DETAILS. THESE SPECIFICATIONS AND DETAILS ARE SUBJECT TO REVISION BY THE
<br />ISSUING MUNICIPALITIES AND AGENCIES. IT IS THE SOLE RESPONSIBILITY OF E CONTRACTOR TO ENS R THAT AL THE ENSURE A L
<br />CONSTRUCTION, TESTING AND MATERIALS CONFORM TO THE LATEST EDITIONS OF THE DESIGN REFERENCES INCLUDING, BUT NOT
<br />LIMITED TO THE MUNICIPAL LAND DEVELOPMENT REGULATIONS, FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
<br />CONSTRUCTION, FOOT MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS
<br />AND HIGHWAYS (GREEN BOOK) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS.
<br />39.THE CONTRACTOR SHALL INSTALL DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE
<br />EXISTING AND PROPOSED PAVEMENT TO A.D.A. SPECIFICATIONS. ALL SIDEWALK RAMPS SHALL HAVE DETECTABLE WARNINGS PER
<br />FOOT STANDARD PLAN INDEX 522-002 FOR THE CURB RAMP AS SPECIFIED ON THESE PLANS.
<br />COMPACTION, AND INSPECTION NOTES
<br />�1. IT IS RECOMMENDED THE CONTRACTOR SUBMIT A TESTING PLAN TO THE ENGINEER BEFORE COMMENCING CONSTRUCTION SO ANY
<br />DEFICIENCIES CAN BE DETERMINED BEFORE STARTING.
<br />2. PROCTOR TESTS SHALL BE PERFORMED ON ALL MATERIAL TO BE USED AS BACKFILL. TESTING FREQUENCY SHALL BE PER FDOT
<br />SPECIFICATIONS SECTION 125-9, MINIMUM 1 TEST PER SOIL TYPE OR REPRESENTATIVE SAMPLE.
<br />3. ALL PIPE SHALL BE CAREFULLY LAID, TRUE TO THE LINES AND GRADES AS SHOWN ON THE PLANS. ALL PIPE SHALL BE LAID IN DRY
<br />BEDDING CONDITIONS.
<br />;4. BACKFILLING SHALL PROGRESS AS RAPIDLY AS THE CONSTRUCTION AND TESTING OF THE WORK WILL PERMIT. ALL BACKFILL
<br />MATERIAL SHALL BE SUITABLE AND FREE OF DELETERIOUS MATERIAL.
<br />5. MATERIAL NOT SUITABLE FOR BACKFILL INCLUDES MUCK, ROCK, CLAY, PHOSPHATE SLIMES, OR OTHER PLASTIC MATERIALS
<br />INCLUDING A-2-6, A-2-7, A-5, A-6, AND A-7. NOTE: A-7 MAY BE USED AS SPECIFIED IN FDOT SPECIFICATIONS SECTION 125-8. THESE
<br />SOILS, IF ENCOUNTERED DURING SITE PREPARATION, SHOULD BE REMOVED WITHIN A 6' MARGIN OF THE CONSTRUCTION AREA
<br />r AND FOOT #57 AGGREGATE BEDDING MATERIAL SHALL BE PLACED UNDER THE PIPE IN ACCORDANCE WITH THE TYPE A BEDDING
<br />DETAIL.
<br />6. THE INITIAL BACKFILL SHALL BE CAREFULLY DEPOSITED ON BOTH SIDES OF THE PIPE AT THE SAME TIME AND UNIFORMLY
<br />COMPACTED AROUND THE BARREL OF THE PIPE UNTIL ENOUGH HAS BEEN PLACED TO PROVIDE A COVER OF 12" ABOVE THE CROWN
<br />OF THE PIPE. IN NO CASE SHALL BACKFILL MATERIAL BE PLACED IN THE TRENCH IN A MANNER THAT WILL CAUSE SHOCK TO OR
<br />UNEQUAL PRESSURE ON THE PIPE.
<br />17. INITIAL LIFTS OF 6" SHALL BE PLACED UP TO THE TOP OF PIPE. LIFT MAY CONTINUE AT 12" INTERVALS THEREAFTER IF
<br />! COMPACTION REQUIREMENTS CAN BE ACHIEVED.
<br />�8. IN AREAS WITHIN 6' OF ANY PAVED SURFACE, BACKFILL SHALL BE COMPACTED TO 100% OF T-99. IN ALL OTHER AREAS, BACKFILL
<br />SHALL BE COMPACTED TO 95% OF T-180.
<br />9. EXCAVATABLE FLOWABLE FILL IS ACCEPTABLE,
<br />I
<br />10. BACKFILL AROUND STRUCTURES SHALL BE COMPACTED TO 100% OF T-99.
<br />11. COMPACTION TESTS SHALL BE IN ACCORDANCE WITH SECTION 125 8 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND
<br />BRIDGE CONSTRUCTION, LATEST EDITION. THE CITY/COUNTY ENGINEER MAY DETERMINE THAT MORE COMPACTION TESTS ARE
<br />REQUIRED TO CERTIFY THE INSTALLATION DEPENDING ON FIELD CONDITIONS. THE LOCATIONS OF COMPACTION TESTS WITHIN
<br />THE TRENCH SHALL BE IN CONFORMANCE WITH THE FOLLOWING SCHEDULE:
<br />11.1. CROSS DRAIN CULVERTS SHALL HAVE A MINIMUM OF TWO DENSITY TESTS PER LIFT.
<br />11.2. ONE TEST AT THE SPRING LINE OF THE PIPE.
<br />11.3. AT LEAST ONE TEST FOR EACH 12-INCH LAYER OF BACKFILL WITHIN THE PIPE BEDDING ZONE FOR PIPES 24 INCHES AND
<br />LARGER.
<br />11.4. ONE TEST AT AN ELEVATION OF ONE FOOT ABOVE THE TOP OF THE PIPE.
<br />11.5. ONE TEST FOR EACH TWO FEET OF BACKFILL PLACED FROM ONE FOOT ABOVE THE TOP OF THE PIPE TO FINISHED GRADE
<br />ELEVATION.
<br />1 11.6. TESTS SHALL BE STAGGERED AROUND EACH MANHOLE AND WITHIN THREE FEET OF EACH STRUCTURES OUTSIDE PERIMETER
<br />f
<br />IN ACCORDANCE WITH THE FOLLOWING SCHEDULE:
<br />11.6.1. FIRST TEST SHALL BE ONE FOOT ABOVE THE STRUCTURE BASE; AND
<br />11.6.2. SECOND TEST SHALL BE TWO FEET ABOVE FIRST TEST
<br />11.6.3. SUBSEQUENT TESTS SHALL BE EVERY TWO FEET UP TO FINISHED SUBGRADE.
<br />,12. CONTRACTOR TO INSPECT ALL STORM PIPES AND GRAVITY SANITARY SEWER MAINS UTILIZING A CLOSED CIRCUIT TELEVISION
<br />SYSTEM PREPARING A DVD OF THE RESULTS. THE INSPECTION SHALL DETERMINE THE CONDITION OF THE PIPE FOR
<br />ACCEPTABILITY. VIDEO SHALL EXTEND TO THE END OF ALL PIPES. TV INSPECTION IS NOT REQUIRED FOR SANITARY LATERALS,
<br />CONTRACTOR MAY REQUEST LAMPING INSPECTION FOR PRIVATE STORM SEWER INSTALLATION IN LIEU OF TV INSPECTION.
<br />1. CONTRACTOR TO MAKE A SUNSHINE ONE CALL AND FIELD LOCATE ALL EXISTING UTILITIES. ALL EXISTING UTILITY LOCATIONS
<br />SHOWN ARE APPROXIMATE.
<br />2. ALL VALVES, SERVICES, FITTINGS, HYDRANTS, ETC. ARE NOT DRAWN TO SCALE BUT ARE SHOWN FOR SCHEMATIC PURPOSES ONLY.
<br />FOR PROPER INSTALLATION DETAILS SEE WATER AND SEWER DETAILS AND SPECIFICATIONS. I
<br />3. CONTRACTOR TO PERFORM ALL CONNECTIONS TO EXISTING WATER MAIN IN THE PRESENCE OF AUTHORIZED CITY OF
<br />ZEPHYRHILLS UTILITIES DIVISION PERSONNEL. j
<br />4. BACTERIOLOGICAL SAMPLING POINTS SHALL BE TAKEN AT ALL POINTS SHOWN ON UTILITY PLANS AND ALL POINTS INDICATED ON
<br />THE FDEP PERMIT. A MINIMUM OF i SAMPLE SHALL BE TAKING AT THE PROPOSED METER LOCATION. j
<br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING THE SEWER &WATER DISTRIBUTION SYSTEM ACCORDING TO THE
<br />ENGINEER'S DESIGN AND THE LATEST CITY OF ZEPHYRHILLS UTILITIES SPECIFICATIONS AND PROCEDURES.
<br />6. CONTRACTOR SHALL PROVIDE ALL SERVICE AND BEND LOCATIONS TO THE ENGINEER FOR ASBUILT/RECORD DRAWINGS.
<br />7. ALL PRESSURIZED MAINS SHALL BE POLY -PIGGED.
<br />B. AS -BUILT DRAWINGS SHALL INDICATE ANY DEPARTURES FROM THE APPROVED PLANS DURING CONSTRUCTION.
<br />I
<br />9. THE SUBDIVIDER OR CONTRACTOR SHALL NOTIFY THE CITY ENGINEER DIVISION AT LEAST ONE WEEK PRIOR TO CONSTRUCTION.
<br />10. PROPOSED MANHOLES WITH INVERT SEPARATIONS OF 2.0 FEET OR GREATER WILL REQUIRE A DROP CONNECTION:
<br />11. ALL HYDRANTS TO BE BETWEEN 5 AND 10 FEET BACK OF CURB AND 2 FEET FROM SIDEWALK. NOZZLE TO BE DIRECTED TOWARDS
<br />THE FIRE DEPARTMENT ACCESS ROAD.
<br />12. BLUE REF INSTALLED IN THE ENTER F THE LANE NEAREST THE FIRE HYDRANT,
<br />LECTORS TO BE STAL C 0
<br />13. THE CONTRACTOR SHALL OBTAIN A CITY OF ZEPHYRHILLS AND FOOT RIGHT OF WAY USE PERMIT PRIOR TO THE COMMENCEMENT
<br />OF ANY WORK WITHIN CITY OF ZEPHYRHILLS OR FDOT RIGHT OF WAY.
<br />14. ALL WATER AND SEWER LINES ARE TO BE INSTALLED WITH A MINIMUM OF 3' OF COVER.
<br />15. ALL CONSTRUCTION MATERIALS SHALL BE LISTED ON THE APPROVED MATERIALS LIST PROVIDED BY THE UTILITY COMPANY.
<br />CONTRACTOR TO ENSURE ALL PUBLICLY MAINTAINED ITEMS ARE IN ACCORDANCE WITH THE UTILITY CODE.
<br />16. HORIZONTAL AND VERTICAL SEPARATION BETWEEN DISSIMILAR UTILITIES ARE TO BE MAINTAINED PER THE PROVIDED
<br />SEPARATION DETAIL. WHERE POSSIBLE, THE LEAST -CONTAMINATED UTILITY SHALL BE PLACED ABOVE THE OTHERS, MINIMUM
<br />VERTICAL SEPARATION OF DISSIMILAR UTILITIES IS 12" UNLESS OTHERWISE NOTED.
<br />17. SLOAN ENGINEERING GROUP SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY TESTING OR DISINFECTION.
<br />18. HYDROSTATIC TESTS CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY -INSTALLED
<br />PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH PROVISIONS OF AWWA C600 OR M23 AS
<br />APPLICABLE. ADDITIONAL TESTING STANDARDS BY THE UTILITY COMPANY MAY BE REQUIRED.
<br />19. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651-DISINFECTING
<br />WATER MAIN.
<br />20.ROOF DRAINS, FOUNDATION DRAINS OR OTHER STORM WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED.
<br />21. WHERE THE SOILS REPORT INDICATES THE POSSIBILITY OF UNSUITABLE MATERIAL IN THE VICINITY OF UTILITY LINES, THE
<br />CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF THIS UNSUITABLE MATERIAL, PREPARE TRENCH AND INSTALL THE
<br />UTILITY LINES IN ACCORDANCE WITH ASTM D-2321. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF
<br />THIS UNSUITABLE MATERIAL.
<br />22.F0 R PURPOSESF BA KFILLIN TRENCHES: COMMON FILL SHALL CONSIST OF MINERAL SOIL SUBSTANTIALLY FREE OF CLAY O C G
<br />ORGANIC MATERIAL MUCK LOAM WOOD TRASH AND OTHER OBJECTIONABLE MATERIAL WHICH MAY BE COMPRESSIBLE OR WHICH
<br />CANNOT BE COMPACTED PROPERLY. COMMON FILL SHALL NOT CONTAIN STONES LARGER 3-1/2 INCHES IN ANY DIMENSION IN THE
<br />TOP 12 INCHES OR SIX INCHES IN ANY DIMENSION IN THE BALANCE OF FILL AREA. COMMON FILL SHALL NOT CONTAIN ASPHALT,
<br />BROKEN CONCRETE, MASONRY, RUBBLE OR OTHER SIMILAR MATERIALS. IT SHALL HAVE PHYSICAL PROPERTIES SUCH THAT IT CAN
<br />BE READILY SPREAD AND COMPACTED DURING FILLING. ADDITIONAL COMMON FILL SHALL BE IN ACCORDANCE WITH FOOT
<br />SPECIFICATIONS, UNLESS FINER MATERIAL IS APPROVED FOR USE IN A SPECIFIC LOCATION BY THE UTILITY COMPANY.
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