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8 I 7
<br />111 11--L11 11 1'', 11 III II
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<br />A,
<br />GENERAL NOTES:
<br />1 ALL CONSTRUCTION SHALL BE EXECUTED AS SHOWN ON THESE PLANS. ANY REVISIONS AND/OR DEVIATIONS MUST BE
<br />APPROVED THROUGH THE ENGINEER OF RECORD AND MAY RESULT IN ADDITIONAL PERMITTING EFFORTS THROUGH THE
<br />RELATED PERMITTING AGENCY THE CONTRACTOR SHALL ACKNOWLEDGE THAT REVISIONS AND/OR DEVIATIONS MAY RESULT
<br />IN ADDITIONAL PERMITTING REQUIREMENTS AND POSSIBLY AFFECT SCHEDULING OF WORK
<br />2, UNLESS OTHERWISE NOTED ON PLANS, OR WITHIN THE PROJECT SPECIFICATIONS, ALL MATERIALS AND CONSTRUCTION ARE
<br />TO BE IN ACCORDANCE WITH DESIGN AND CONSTRUCTION STANDARDS OF THE PERMITTING AGENCY HAVING JURISDICTION,
<br />THE LOCALLY ADOPTED BUILDING CODE, AND ALL APPLICABLE LOCAL AND STATE CODES AND ORDINANCES
<br />3 PERMITS MAY BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY THE CONTRACTOR IS TO ACKNOWLEDGE AND
<br />SECURE ALL PERMITS AND INSPECTIONS REQUIRED FOR WORK WITHIN PUBLIC RIGHT-OF-WAY.
<br />4 BOUNDARY & TOPOGRAPHIC INFORMATION SHOWN HEREIN ARE BASED UPON SURVEY PROVIDED BY A PROFESSIONAL LAND
<br />SURVEYOR.
<br />5 THIS PARCEL OF LAND MAY BE SUBJECT TO ANY AND ALL RECORDED (AND POSSIBLY UNRECORDED) EASEMENTS,
<br />RESTRICTIONS AND COVENANTS.
<br />6. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES FOR VERIFICATION OF
<br />UTILITIES WITHIN THE LIMITS OF CONSTRUCTION CALL AREA ONE CALL SYSTEM 48 HOURS PRIOR TO ANY EXCAVATION
<br />7 THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO THE START OF CONSTRUCTION ANY DISCREPANCIES SHALL BE
<br />REPORTED TO THE ENGINEER IN A TIMELY MANNER
<br />8. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT EXISTING PERMANENT SURVEYING MONUMENTS
<br />AND BENCHMARKS FROM DISTURBANCE SURVEY MONUMENTS DISTURBED BY CONSTRUCTION ARE TO BE REPLACED AND
<br />ADJUSTED VIA A LAND SURVEYOR REGISTERED IN THE STATE FOR WHICH THE PROJECT IS LOCATED
<br />9. THE CONTRACTOR SHALL COORDINATE WORK EFFORTS WITH THE OWNER TO MINIMIZE TRAFFIC INTERFERENCE AND
<br />OPERATIONS OF THE FACILITIES.
<br />10 NO BLASTING OR BURNING IS ALLOWED ON THE PROJECT, UNLESS OTHERWISE NOTED OR DIRECTED BY THE ENGINEER
<br />11, IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED HOWEVER, IF MATERIALS SUSPECTED OF
<br />CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB, IMMEDIATELY NOTIFY ENGINEER AND OWNER
<br />HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT
<br />GEOTECHNICAL EXPLORATION:
<br />1 GEOTECHNICAL EXPLORATION OF EXISTING CONDITIONS IN THE GENERAL AREA OF THE SITE HAS BEEN PERFORMED AND
<br />REPORTS OF THE FINDINGS AND RECOMMENDATIONS ARE AVAILABLE UPON REQUEST FOR THE CONTRACTOR'S INFORMATION
<br />ONLY.
<br />2 IT IS EXPRESSLY UNDERvTOOD THAT THE OWNER, ARCHITECT/ENGINEER AND THE RESPECTIVE GEOTECHNICAL FIRM(S) WILL
<br />NOT BE RESPONSIBLE FOR ANY INTERPRETATION OR CONCLUSION DRAWN THEREFROM.
<br />a INVESTIGATIONS HAVE BEEN MADE FOR PURPOSES OF DESIGN ONLY AND NEITHER THE OWNER, ENGINEER, NOR THE
<br />RESPECTIVE GEOTECHNICAL FIRM(S) GUARANTEE ADEQUACY OF DATA, OR THAT DATA ARE REPRESENTATIVE OF ALL
<br />CONDITIONS TO BE ENCOUNTERED.
<br />REGULATORY STANDARDS AND REQUIREMENTS:
<br />C 1 COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING DEMOLITION
<br />2 COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION
<br />3. COMPLY WITH ANSI A10.6, "SAFETY REQUIREMENTS FOR CONSTRUCTION AND DEMOLITION."
<br />4 COMPLY WITH NFPA 241, "SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS"
<br />0
<br />0
<br />DEMOLITION AND CLEARING:
<br />1 DEMOLITION AND CLEARING OPERATIONS SHALL CONFORM TO APPLICABLE REGULATIONS RELATING TO ENVIRONMENTAL
<br />REQUIREMENTS, DISPOSAL OF DEBRIS, BURNING DEBRIS ON SITE, AND USE OF HERBICIDES.
<br />2 DEMOLITION WASTE SHALL BE DISPOSED OF IN A LEGAL MANNER. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT
<br />SITE AND DISPOSE OF WASTE IN AN EPA -APPROVED LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION DO NOT
<br />BURY OR BURN DEMOLITION WASTE ON -SITE
<br />3. HISTORIC ITEMS, RELICS, ANTIQUES, AND SIMILAR OBJECTS, INCLUDING, BUT NOT LIMITED TO CORNERSTONES AND THEIR
<br />CONTENTS, COMMEMORATIVE PLAQUES AND TABLETS, AND OTHER ITEMS OF INTEREST OR VALUE TO OWNER THAT MAY BE
<br />UNCOVERED DURING DEMOLITION REMAIN THE PROPERTY OF THE OWNER.
<br />4 ARRANGE DEMOLITION SCHEDULE SO AS NOT TO INTERFERE WITH OWNER'S ON -SITE OPERATIONS OR OPERATIONS OF
<br />ADJACENT OCCUPIED BUILDINGS PROVIDE NOT LESS THAN 72 HOURS NOTICE OF ACTIVITIES THAT WILL AFFECT
<br />OPERATIONS OF ADJACENT OCCUPIED BUILDINGS
<br />5 CONDUCT BUILDING DEMOLITION AND DEBRIS -REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS,
<br />STREETS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS,
<br />WALKS, WALKWAYS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM OWNER AND
<br />AUTHORITIES HAVING JURISDICTION.
<br />6. AUTHORITY FOR PERFORMING SITE CLEARING INDICATED ON PROPERTY ADJOINING OWNER'S PROPERTY MUST BE OBTAINED
<br />BY OWNER PRIOR TO COMMENCEMENT OF CLEARING DO NOT PROCEED WITH WORK ON ADJOINING PROPERTY UNTIL
<br />DIRECTED BY ENGINEER.
<br />7, PRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS
<br />a. VERIFY THAT HAZARDOUS MATERIALS, IF PRESENT, HAVE BEEN REMEDIATED
<br />b. REVIEW PROJECT RECORD DRAWINGS OF EXISTING BUILDING AND EXISTING SITE IMPROVEMENTS.
<br />c. INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED AND SALVAGED TAKE DIGITAL PHOTOGRAPHS OR
<br />VIDEO OF PROJECT SITE AND SURROUNDING PROPERTIES, INCLUDING EXISTING ITEMS TO REMAIN DURING
<br />CONSTRUCTION OPERATIONS. RECORD CONDITIONS THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY
<br />SALVAGE OPERATIONS
<br />d. CLEAN, PACK, IDENTIFY, AND TRANSPORT SALVAGED ITEMS TO STORAGE AREA DESIGNATED BY OWNER
<br />e. REMOVE REFRIGERANT FROM MECHANICAL EQUIPMENT ACCORDING TO 40 CFR 82 AND REGULATIONS OF AUTHORITIES
<br />HAVING JURISDICTION.
<br />If COORDINATE ANY ADDITIONAL REQUIREMENTS FOR DEMOLISHING OR RELOCATING SITE MECHANICAL AND ELECTRICAL
<br />ITEMS WITH OWNER AND OTHER AUTHORITIES HAVING JURISDICTION.
<br />g. ASSURE THAT ANY REQUIRED INITIAL EROSION AND SEDIMENT CONTROL MEASURES ARE INSTALLED AND IN WORKING
<br />ORDER.
<br />h. LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP -OFF EXISTING UTILITIES SERVING BUILDINGS AND STRUCTURES TO
<br />BE DEMOLISHED CUT AND REMO\ E PIPE OR CONDUIT A MINIMUM OF 24 INCHES BELOW GRADE CAP, VALVE, OR PLUG
<br />AND SEAL REMAINING PORTION OF PIPE OR CONDUIT
<br />i. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTION AND SEALING HAVE BEEN COMPLETED AND VERIFIED
<br />IN WRITING
<br />8 PRIOR TO COMMENCEMENT OF SITE CLEARING OPERATIONS, VERIFY THE FOLLOWING
<br />a. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AND IN WORKING ORDER
<br />b UTILITY LOCATOR SERVICE HAS DETERMINED AND FLAGGED THE LOCATION OF UNDERGROUND UTILITIES
<br />c. EXISTING SITE IMPROVEMENTS AND UTILITIES TO REMAIN HAVE BEEN PROTECTED
<br />d BENCHMARKS AND SURVEY CONTROL POINTS HAVE BEEN PROTECTED FROM DISTURBANCE
<br />e. TREES AND VEGETATION TO REMAIN (OR TO BE RELOCATED) HAVE BEEN LOCATED AND CLEARLY FLAGGED IN
<br />ACCORDANCE WITH "TREE PROTECTION AND TRIMMING" REQUIREMENTS.
<br />9. COORDINATE UTILITY DEMOLITION AND ABANDONMENT WITH UTILITY COMPANY OR AUTHORITY HAVING JURISDICTION.
<br />10 IN THE EVENT BUILDINGS IMMEDIATELY ADJACENT TO THE DEMOLITION AREA WILL BE OCCUPIED CONDUCT SITE DEMOLITION
<br />SO OPERATIONS OF OCCUPIED BUILDINGS WILL NOT BE DISRUPTED. MAINTAIN ACCESS TO AND FROM EXISTING WALKWAYS,
<br />EXITS, AND OTHER FACILITIES USED BY OCCUPANTS OF ADJACENT BUILDINGS
<br />11. PROTECT EXISTING FACILITIES AND ADJACENT WALKWAYS, LOADING DOCKS, BUILDING ENTRIES, AND OTHER BUILDING
<br />FACILITIES DURING DEMOLITION OPERATIONS MAINTAIN EXITS FROM EXISTING BUILDINGS
<br />12 ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES, RAILLINGS, CANOPIES, AND COVERED PASSAGEWAYS, AS
<br />NECESSARY, AND AS REQUIRED BY AUTHORITIES HAVING JURISDICTION REMOVE TEMPORARY BARRIERS AND PROTECTIONS
<br />WHERE HAZARDS NO LONGER EXIST. WHERE OPEN EXCAVATIONS OR OTHER HAZARDOUS CONDITIONS REMAIN, LEAVE
<br />TEMPORARY BARRIERS AND PROTECTIONS IN PLACE
<br />13 PROTECT EXISTING UTILITIES FROM DAMAGE DURING DEMOLITION OPERATIONS MAINTAIN OPERATION OF UTILITY SERVICES
<br />TO REMAIN PROVIDE AT LEAST 72 HOURS NOTICE TO OCCUPANTS OF AFFECTED BUILDINGS IF SHUTDOWN OF SERVICE IS
<br />REQUIRED.
<br />B CIVIL PERMIT ISSUE
<br />REV. REVISION DESCRIPTION
<br />8
<br />JRH 02/15/2018
<br />DRN. I REV. DATE REV.
<br />7
<br />14, IF REMOVAL, RELOCATION, OR ABANDONMENT OF UTILITY SERVICES WILL AFFECT ADJACENT OCCUPIED BUILDINGS, MAINTAIN
<br />CONTINUITY OF SERVICE TO ADJACENT BUILDINGS BY PROVIDING TEMPORARY UTILITIES THAT BYPASS BUILDINGS AND
<br />STRUCTURES TO BE DEMOLISHED. TEMPORARY BYPASS SERVICES SHALL BE PROVIDED IN ACCORDANCE WITH UTILITY
<br />COMPANY OR AUTHORITIES HAVING JURISDICTION
<br />15. UNLESS OTHERWISE INDICATED, DEMOLISH EXISTING FOUNDATION WALLS AND OTHER EXISTING BELOW -GRADE SITE
<br />IMPROVEMENTS THAT ARE WITHIN THE FOOTPRINT INDICATED FOR NEW CONSTRUCTION AND EXTENDING 5 FEET OUTSIDE
<br />THE FOOTPRINT INDICATED FOR NEW CONSTRUCTION ABANDON EXISTING FOUNDATION WALLS AND OTHER BELOW -GRADE
<br />CONSTRUCTION LOCATED OUTSIDE OF THIS AREA.
<br />16 UNLESS OTHERWISE INDICATED, DEMOLISH EXISTING UTILITIES AND BELOW -GRADE UTILITY STRUCTURES THAT ARE WITHIN 5
<br />FEET OUTSIDE THE FOOTPRINT INDICATED FOR NEW CONSTRUCTION. ABANDON EXISTING UTILITIES AND BELOW GRADE
<br />UTILITY STRUCTURES LOCATED OUTSIDE OF THIS AREA.
<br />17. TEMPORARY SHORING PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING, BRACING, OR STRUCTURAL SUPPORT TO
<br />PRESERVE STABILITY AND PREVENT UNEXPECTED MOVEMENT OR COLLAPSE OF EXISTING IMPROVEMENTS BEING
<br />DEMOLISHED ALL SHORING OPERATIONS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL AND INSTALLED PER O.S H A.
<br />REQUIREMENTS.
<br />18. DEMOLITION OF STRUCTURAL FRAMING MEMBERS SHALL PROCEED SYSTEMATICALLY, FROM HIGHER TO LOWER LEVEL.
<br />COMPLETE BUILDING DEMOLITION OPERATIONS ABOVE EACH FLOOR OR TIER BEFORE DISTURBING SUPPORTING MEMBERS
<br />ON THE NEXT LOWER LEVEL REMOVE DEBRIS FROM ELEVATED PORTIONS OF THE BUILDING BY CHUTE, HOIST, OR OTHER
<br />DEVICE THAT WILL CONVEY DEBRIS TO GRADE LEVEL IN A CONTROLLED DESCENT.
<br />19 CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY BUILDING DEMOLITION
<br />OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE BUILDING DEMOLITION OPERATIONS BEGAN.
<br />20. CLEARING AND GRUBBING.
<br />a. REMOVE OBSTRUCTIONS, TREES, SHRUBS, GRASS, AND OTHER VEGETATION TO PERMIT INSTALLATION OF NEW
<br />CONSTRUCTION. DO NOT REMOVE TREES, SHRUBS, AND OTHER VEGETATION INDICATED TO REMAIN OR TO BE
<br />RELOCATED.
<br />b- CUT MINOR ROOTS AND BRANCHES OF TREES INDICATED TO REMAIN IN A CLEAN AND CAREFUL MANNER AND ONLY
<br />WHERE SUCH ROOTS AND BRANCHES OBSTRUCT INSTALLATION OF NEW CONSTRUCTION.
<br />c, CLEAR UNDERGROWTH AND DEADWOOD WITHOUT DISTURBING SUBSOIL.
<br />d GRIND STUMPS AND REMOVE ROOTS, OBSTRUCTIONS, AND DEBRIS EXTENDING TO A DEPTH BELOW EXPOSED
<br />SUBGRADE AS FOLLOWS.
<br />1. FOOTINGS, SLABS ON GRADE AND BOTTOM SLABS OF STRUCTURES. 36 INCHES
<br />2. ROADS AND PAVEMENT AREAS: 18 INCHES.
<br />3. AREAS TO BE GRASSED OR LANDSCAPED. 8 INCHES.
<br />4. AREAS TO BE FILLED: 12 INCHES.
<br />e. USE ONLY HAND METHODS FOR GRUBBING WITHIN TREE PROTECTION ZONES
<br />If. CHIP REMOVED TREE BRANCHES AND DISPOSE OF OFF -SITE.
<br />g- UNLESS FURTHER EXCAVATION OF EARTHWORK IS INDICATED, FILL DEPRESSIONS CAUSED BY CLEARING AND
<br />GRUBBING OPERATIONS WITH SATISFACTORY SOIL MATERIAL. PLACE FILL MATERIAL IN HORIZONTAL LAYERS NOT
<br />EXCEEDING A LOOSE DEPTH OF 8 INCHES, AND COMPACT EACH LAYER TO A DENSITY EQUAL TO ADJACENT ORIGINAL
<br />GROUND.
<br />22 TOPSOIL STRIPPING.
<br />a. REMOVE SOD AND GRASS BEFORE STRIPPING TOPSOIL.
<br />b. STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED IN A MANNER TO PREVENT INTERMINGLING WITH
<br />UNDERLYING SUBSOIL OR OTHER WASTE MATERIALS REMOVE SUBSOIL AND NON -SOIL MATERIALS FROM TOPSOIL,
<br />INCLUDING TRASH, DEBRIS, WEEDS, ROOTS, AND OTHER WASTE MATERIALS.
<br />c. STOCKPILE TOPSOIL MATERIALS AWAY FROM EDGE OF EXCAVATIONS WITHOUT INTERMIXING WITH SUBSOIL GRADE
<br />AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. COVER TO PREVENT WINDBLOWN DUST, LIMIT HEIGHT OF
<br />TOPSOIL STOCKPILES TO 72 INCHES DO NOT STOCKPILE TOPSOIL WITHIN TREE PROTECTION ZONES STOCKPILE
<br />SURPLUS TOPSOIL TO ALLOW FOR RESPREADING DEEPER TOPSOIL.
<br />23 SITE IMPROVEMENTS
<br />a. REMOVE EXISTING ABOVE- AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE NEW
<br />CONSTRUCTION REMOVE SLABS, PAVING, CURBS, GUTTERS, AND AGGREGATE BASE AS INDICATED
<br />b. UNLESS EXISTING FULL -DEPTH JOINTS COINCIDE WITH LINE OF DEMOLITION, NEATLY SAW -CUT LENGTH OF EXISTING
<br />PAVEMENT TO REMAIN BEFORE REMOVING EXISTING PAVEMENT SAWCUT ALL FACES VERTICALLY.
<br />c PAINT CUT ENDS OF STEEL REINFORCEMENT IN CONCRETE TO REMAIN TO PREVENT CORROSION
<br />24. DISPOSAL
<br />a- REMOVE SURPLUS SOIL MATERIAL, UNSUITABLE TOPSOIL, OBSTRUCTIONS, DEMOLISHED MATERIALS, AND WASTE
<br />MATERIALS, INCLUDING TRASH AND DEBRIS, AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY.
<br />b. REMOVE AND TRANSPORT DEBRIS AND RUBBISH IN A MANNER THAT WILL PREVENT
<br />SPILLAGE ON STREETS OR ADJACENT AREAS. CLEAN UP SPILLAGE FROM STREETS AND
<br />ADJACENT AREAS.
<br />c. COMPLY WITH FEDERAL, STATE AND LOCAL HAULING AND DISPOSAL REGULATIONS.
<br />d. SEPARATE RECYCLABLE MATERIALS PRODUCED DURING SITE CLEARING FROM OTHER NON -RECYCLABLE
<br />MATERIALS. STORE OR STOCKPILE WITHOUT INTERMIXING WITH
<br />OTHER MATERIALS AND TRANSPORT THEM TO RECYCLING FACILITIES.
<br />EROSION AND SEDIMENTATION CONTROL:
<br />1 PRIOR TO COMMENCEMENT OF ANY CLEARING AND EXCAVATION WITHIN A WORK AREA, ALL EROSION AND SEDIMENT
<br />CONTROL MEASURES SHALL BE INSTALLED AND IN WORKING ORDER.
<br />2, THE CONTRACTOR SHALL REFERENCE THE "STORMWATER POLLUTION PREVENTION PLAN (SWPPP)," THE "EROSION AND
<br />SEDIMENT CONTROL PLAN(S)," AND, RELATED "EROSION AND SEDIMENT CONTROL DETAIL(S)" CONTAINED WITHIN THIS PLAN
<br />SET FOR DETAILED INFORMATION CONCERNING EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT PRACTICES" TO BE
<br />USED ON THIS PROJECT.
<br />3, PERFORM WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE AND FEDERAL NATIONAL POLLUTANT DISCHARGE
<br />ELIMINATION SYSTEM (NPDES) PERMIT.
<br />4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION AND SEDIMENT CONTROL FEATURES TO PREVENT AND
<br />CONTROL SEDIMENT -LADEN RUNOFF FROM LEAVING THE CONSTRUCTION AREAS AND ENTERING EXISTING STORMWATER
<br />FACILITIES AND SURFACE WATERS. ADDITIONAL MEASURES BEYOND THOSE SHOWN WITHIN THESE PLANS MAY BE
<br />NECESSARY DURING CONSTRUCTION, INCLUDING TEMPORARY VEGETATIVE MEASURES AND INSTALLATION OF OTHER SILT
<br />TRAPPING MEASURES.
<br />5 THE CONTRACTOR IS REQUIRED TO ADJUST THE EROSION AND SEDIMENT CONTROLS AS NECESSARY AND AS SHOWN ON THE
<br />DRAWINGS, AND ADD ADDITIONAL CONTROL MEASURES AS REQUIRED TO INSURE THE SITE MEETS ALL FEDERAL, STATE AND
<br />LOCAL EROSION AND SEDIMENT CONTROL REQUIREMENTS.
<br />6, ALL BEST MANAGEMENT EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED BY THE SUPERINTENDENT, THE
<br />PERSON RESPONSIBLE FOR THE DAY TO DAY OPERATIONS, OR SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST
<br />EVERY OTHER WEEK AND FOLLOWING A STORM EVENT OF 0.5 INCHES OR GREATER
<br />7, ALL BEST MANAGEMENT CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER, IF A REPAIR IS NECESSARY, IT
<br />WILL BE INITIATED WITHIN 24 HOURS OF REPORT.
<br />EARTHWORK:
<br />1. IN THE EVENT OF ANY UNFORESEEN CONDITIONS THAT ARE ENCOUNTERED AND NOT COVERED BY THESE NOTES DURING
<br />GRADING OPERATIONS, THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED FOR DIRECTION
<br />2, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITS OF THIS
<br />PROJECT AND RELATED OFF -SITE WORK SO AS TO ESTABLISH THE DESIRED SUBGRADE, FINISH GRADES AND SLOPES
<br />SPECIFIED WITHIN THE PLANS
<br />3, ADEQUATE SHORING IS TO BE DESIGNED AND PROVIDED BY THE CONTRACTOR TO PREVENT UNDERMINING OF ANY
<br />ADJACENT FEATURES OR FACILITIES AND/OR CAVING OF THE EXCAVATION AL SHORING AND ASSOCIATED TEMPORARY
<br />C L
<br />STRUCTURES SHALL BE DESIGNED BY A LICENSED PROFESSIONAL AND INSTALLED PURSUANT TO O S.H. REQUIREMENT _ SOIL MATERIALS.
<br />1. UNSATISFACTORY SOILS CONSIST OF SOIL CLASSIFICATION GROUPS ML, OL, CH, MH, OH, AND PT, OR A COMBINATION OF
<br />THESE GROUPS UNSATISFACTORY SOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 3 PERCENT OF
<br />REVISION DESCRIPTION
<br />DRN. I REV. DATE I REV.
<br />OPTIMUM MOISTURE CONTENT AT TIME OF COMPACTION
<br />2 SATISFACTORY SOILS: ASTM D 2487 SOIL CLASSIFICATION GROUPS AS IDENTIFIED ON THE DRAWINGS, OR A COMBINATION OF
<br />THESE GROUPS. FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS WASTE, FROZEN MATERIALS,
<br />VEGETATION, ANb OTHER DELETERIOUS MATERIAL.
<br />SUBGRADE INSPECTION
<br />1. PROOF -ROLL SUBGRADE BELOW THE BUILDING SLABS AND PAVEMENTS WITH HEAVY PNEUMATIC -TIRED EQUIPMENT TO
<br />IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING. DO NOT PROOF -ROLL WET OR SATURATED SUBGRADES.
<br />a COMPLETELY PROOF -ROLL SUBGRADE IN TWO DIRECTIONS, REPEATING PROOF ROLLING IN DIRECTION
<br />PERPENDICULAR TO FIRST DIRECTION LIMIT VEHICLE SPEED TO 3 MPH.
<br />b. PROOF -ROLL WITH A LOADED 10-WHEEL, TANDEM -AXLE DUMP TRUCK WEIGHING NOT LESS THAN 15 TONS.
<br />c EXCAVATE SOFT SPOTS, UNSATISFACTORY SOILS, AND AREAS OF EXCESSIVE PUMPING OR RUTTING, AS DETERMINED
<br />BY ENGINEER, AND REPLACE WITH COMPACTED BACKFILL OR FILL AS DIRECTED.
<br />2 RECONSTRUCT SUBGRADES DAMAGED BY FREEZING TEMPERATURES, FROST, RAIN, ACCUMULATED WATER, OR
<br />CONSTRUCTION ACTIVITIES AS DIRECTED BY ENGINEER, WITHOUT ADDITIONAL COMPENSATION.
<br />BACKFILL
<br />1 THE CONTRACTOR SHALL PLACE AND COMPACT BACKFILL IN EXCAVATIONS PROMPTLY, BUT NOT BEFORE COMPLETING THE
<br />FOLLOWING.
<br />a CONSTRUCTION BELOW FINISH GRADE INCLUDING, WHERE APPLICABLE, SUBDRAINAGE, DAMPPROOFING,
<br />WATERPRGFFING, AND PERIMETER INSULATION
<br />b SURVEYING LOCATIONS OF UNDERGROUND UTILITIES FOR RECORD DRAWINGS.
<br />c TESTING AND INSPECTING UNDERGROUND UTILITIES.
<br />d REMOVING CONCRETE FORMWORK.
<br />e REMOVING TRASH AND DEBRIS,
<br />f REMOVING TEMPORARY SHORING AND BRACING, AND SHEETING.
<br />g INSTALLING PERMANENT OR TEMPORARY HORIZONTAL BRACING ON HORIZONTALLY SUPPORTED WALLS.
<br />COMPACTION OF SOIL EACKFILLS AND FILLS
<br />1, CONTRACTOR SHALL PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8-INCHES IN LOOSE DEPTH FOR
<br />MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4-INCHES IN LOOSE DEPTH FOR MATERIAL
<br />COMPACTED BY HAND -OPERATED TAMPERS.
<br />2- PLACE BACKFILL: AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES TO REQUIRED ELEVATIONS, AND
<br />UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE
<br />3. COMPACT SOIL MATERIALS TO NOT LESS THAN THE PLAN SPECIFIED PERCENTAGES OF MAXIMUM DRY UNIT WEIGHT
<br />ACCORDING TO ASTM D 698 OR ASTM D 1557 (SEE CIVIL DETAILS FOR SUMMARY OF TRENCH BACKFILL AND BEDDING
<br />MATERIALS AND OLACEMENT SPECIFICATIONS)
<br />GRADING
<br />1, GENERAL: UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE CHANGES. COMPLY WITH
<br />COMPACTION REQUIREMENTS AND GRADE TO DETAILED/INDICATED CROSS -SECTIONS, LINES, AND ELEVATIONS INDICATED IN
<br />PLANS PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES AND NEW GRADES CUT OUT SOFT SPOTS,
<br />FILL LOW SPOTS, ,AND TRIM HIGH SPOTS TO COMPLY WITH REQUIRED SURFACE TOLERANCES
<br />2 SITE GRADING SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDING FINISH SUBGRADES
<br />TO REQUIRED ELEVATIONS WITHIN THE FOLLOWING TOLERANCES'.
<br />a LAWN OR UNPAVED AREAS. PLUS OR MINUS ONE (1) INCH.
<br />b WALKS PLUS OR MINUS ONE (1) INCH.
<br />c PAVEMENTS PLUS OR MINUS ONE-HALF (1/2) INCH
<br />d GRADING INSIDE BUILDING LINES: FINISH SUBGRADE TO A TOLERANCE OF ONE-HALF (112) INCH WHEN TESTED WITH A
<br />10-FOOT STRAIGHTEDGE.
<br />3- SUBBASE AND BASE COURSES.
<br />a PLACE SUBBASE AND BASE COURSE ON SUBGRADES FREE OF MUD, FROST, SNOW, OR ICE
<br />b PLACE SUBBASE AND BASE COURSE 6 INCHES OR LESS IN COMPACTED THICKNESS IN A SINGLE LAYER.
<br />c PLACE SUBBASE AND BASE COURSE EXCEEDING 6 INCHES IN COMPACTED THICKNESS IN LAYERS OF EQUAL
<br />THICKNESS, WITH NO COMPACTED LAYER MORE THAN 6 INCHES THICK OR LESS THAN 3 INCHES,
<br />4 COMPACT SUBASE AND BASE COURSE AT OPTIMUM MOISTURE CONTENT TO REQUIRED GRADES, LINES, CROSS SECTIONS,
<br />AND THICKNESS ACCORDING TO ASTM D 698 OR ASTM D 1557, AS INDICATED ON THE DRAWING DETAILS
<br />FIELD QUALITY CONTROL
<br />1, TESTING AGENCY: HASKELL OR THE OWNER WILL ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING
<br />TESTING AGENCY TO PERFORM FIELD QUALITY CONTROL TESTING.
<br />2. THE TESTING AGENCY WILL INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER. CONTRACTOR SHALL
<br />PROCEED WITH SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH
<br />REQUIREMENTS
<br />3, FOOTING SUBGRADE: AT FOOTING SUBGRADES, AT LEAST ONE TEST OF EACH SOIL STRATUM WILL BE PERFORMED TO
<br />VERIFY DESIGN EIEARING CAPACITIES SUBSEQUENT VERIFICATION AND APPROVAL OF OTHER FOOTING SUBGRADES MAY BE
<br />BASED ON A VISUAL COMPARISON OF SUBGRADE WITH TESTED SUBGRADE WHEN APPROVED BY ENGINEER.
<br />4 THE TESTING AGENCY WILL TEST COMPACTION OF SOILS IN PLACE ACCORDING TO ASTM D 1556, ASTM D 2167, ASTM D 2922,
<br />AND ASTM D 2931, AS APPLICABLE TESTS WILL BE PERFORMED AT THE FOLLOWING LOCATIONS AND FREQUENCIES.
<br />a. PAVED AN(O BUILDING SLAB AREAS. AT SUBGRADE AND AT EACH COMPACTED FILL AND BACKFILL LAYER, AT LEAST 1
<br />TEST FOR I<VERY 10,000 SQ. FT. OR LESS OF PAVED AREA OR BUILDING SLAB, BUT IN NO CASE FEWER THAN 3 TESTS
<br />b FOUNDATION WALL BACKFILL AT EACH COMPACTED BACKFILL LAYER, AT LEAST 1 TEST FOR EACH 100 FEET OR LESS
<br />OF WALL LENGTH, BUT NO FEWER THAN 2 TESTS.
<br />c. TRENCH BACKFILL: AT EACH COMPACTED INITIAL AND FINAL BACKFILL LAYER, AT LEAST 1 TEST FOR EACH 150 FEET OR
<br />LESS OF TRENCH LENGTH, BUT NO FIEWER THAN 2 TESTS.
<br />5, IF THE TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF COMPACTION
<br />SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED. RECOMPACT AND
<br />RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED
<br />6- ALL FIELD QUALITY CONTROL TESTS THAT FAIL TO MEET THE SPECIFIED CONPACTION DENSITY SHALL BE REPORTED TO THE
<br />ENGINEER
<br />GENERAL UTILITY NOTES:
<br />1, PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES FOR VERIFICATION OF
<br />UTILITIES WITHIN THE LIMITS OF CONSTRUCTION. CALL THE AREA ONE CALL SYSTEM 48 HOURS PRIOR TO ANY EXCAVATION
<br />2 THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO THE START OF CONSTRUCTION ANY DISCREPANCIES SHALL BE
<br />REPORTED TO THE ENGINEER.
<br />3. THE CONTRACTOR SHALL COORDINATE WORK EFFORTS WITH THE OWNER TO MINIMIZE TRAFFIC INTERFERENCE AND
<br />OPERATIONS OF THE FACILITIES.
<br />4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT EXISTING PERMANENT SURVEYING MONUMENTS
<br />AND BENCHMARKS FROM DISTURBANCE SURVEY MONUMENTS DISTURBED BY CONSTRUCTION ARE TO BE REPLACED AND
<br />ADJUSTED VIA A LAND SURVEYOR REGISTERED IN THE STATE FOR WHICH THE PROJECT IS LOCATED.
<br />5. EXISTING UTILITIES SHOWN HEREIN ARE BASED ON AVAILABLE RECORDS AND FIELD INVESTIGATIONS THE CONTRACTOR
<br />SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO EXCAVATION WITHIN WORK AREAS THE
<br />ENGINEER SHALL BE NOTIFIED UPON DISCOVERY OF ANY DISCREPANCIES THAT WILL AFFECT INSTALLATION OF WORK OR
<br />DISCOVERY OF WNCHARTED UTILITIES WHICH MAY REQUIRE RELOCATION, NOTIFICATION SHALL BE DONE IN A TIMELY
<br />MANNER +
<br />6. WHERE APPLICABLE, THE CONTRACTOR SHALL MAINTAIN ALL FENCING, SIGNS, DETOURS, FLAGMEN, SIGNALS, ETC., FOR ANY
<br />OPEN TRENCHES, HOLES OR PITS ALL TRENCHES, HOLES OR PITS SHALL BE CLOSED OR PROTECTED BY BARRICADES AT
<br />THE END OF THE DAY.
<br />7 PERMITS MAY BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY THE CONTRACTOR IS TO ACKNOWLEDGE AND
<br />SECURE ALL PERMITS AND INSPECTIONS REQUIRED FOR WORK WITHIN PUBLIC RIGHT-OF-WAY.
<br />8 THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW THE CONSTRUCTED
<br />CONDITIONS OF ALL WORK INSTALLED. SEE "AS -BUILT" REQUIREMENTS FOR ADDITIONAL INFORMATION.
<br />9, ALL VALVE BOXES, METER BOXES, VAULTS, CLEANOUTS, MANHOLE COVERS, FIRE HYDRANTS AND OTHER APPURTENANCES
<br />THAT ARE TO REMAIN IN SERVICE WITHIN THE PROJECT AREA SHALL BE ADJUSTED TO CONFORM TO FINISHED GRADE
<br />10. ALL SANITARY SEWER LINES SHALL BE TELEVISED AND THE VIDEO REPORTS SUBMITTED TO THE ENGINEER FOR REVIEW.
<br />a. VIDEO REPORTS ARE TO BE SUBMITTED ON CD-ROM OR DVD COMPACT DISKS.
<br />REVISION DESCRIPTION
<br />5
<br />b. ALL LINES MUST BE FLUSHED AND CLEANED WITH POTABLE WATER PRIOR TO TELEVISING.
<br />c. VIDEO REPORTS WILL BE USED TO VIEW THE CONDITION OF THE SANITARY SEWER PIPE PRIOR TO ACCEPTANCE.
<br />WORKMANSHIP AND CLEANLINESS OF THE INSTALLATION WILL BE CHECKED.
<br />11.AS-BUILT SURVEY: THE CONTRACTOR SHALL VERIFY WATER, SEWER, GAS, POWER AND TELECOM BY PROVIDING AN
<br />"AS -BUILT" SURVEY OF CONSTRUCTED CONDITIONS FROM A LICENSED SURVEYOR REGISTERED IN THE STATE OF PROJECT
<br />LOCATION. THE "AS -BUILT" SURVEY SHALL INCLUDE VERTICAL AND HORIZONTAL INFORMATION PERTAINING TO THE
<br />INSTALLATION OF THE UTILITY SYSTEMS. DATUM ELEVATION AND BENCHMARK LOCATIONS SHALL BE INDICATED.
<br />INFORMATION TO BE INCLUDED IS AS FOLLOWS:
<br />a. PIPE TYPE, SIZE, VOLTAGE (WHERE APPLICABLE) AND INVERT ELEVATIONS.
<br />b. LOCATION OF MANHOLE, PARSHALL FLUME, VALVE, POST INDICATOR, FIRE HYDRANT, JUNCTION BOX.
<br />c. ELEVATIONS FOR MANHOLE AND PARSHALL FLUME. ELEVATIONS SHOULD INCLUDE RIM, BOTTOM, WEIR ELEVATION
<br />AND PIPE INVERTS.
<br />STORM DRAINAGE:
<br />1. UNLESS OTHERWISE SHOWN ON PLANS, ALL PVC PIPE AND FITTINGS SHALL CONFORM TO THE FOLLOWING:
<br />a. PVC SEWER PIPE AND FITTINGS, NPS 15-INCH AND SMALLER ASTM D 3034, SDR 35, WITH BELL -AND -SPIGOT ENDS FOR
<br />GASKETED JOINTS USING ASTM F 477, ELASTOMERIC SEALS.
<br />b. PVC SEWER PIPE AND FITTINGS, NPS 18-INCH AND LARGER ASTM F 679, T-1 WALL THICKNESS, WITH BELL -AND -SPIGOT
<br />ENDS FOR GASKETED JOINTS USING ASTM F 477, ELASTOMERIC SEALS.
<br />c. PIPE JOINTS SHALL BE WATER -TIGHT.
<br />2 UNLESS OTHERWISE SHOWN ON THE PLANS, ALL REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM TO THE
<br />FOLLOWING
<br />a. ASTM C 76, WITH BELL -AND -SPIGOT OR GROOVE AND TONGUE ENDS AND GASKETED JOINTS WITH ASTM C 443 RUBBER
<br />GASKETS.
<br />b RCP PIPE SHALL BE CLASS III, WALL B.
<br />c WHEN LOCATED IN TRAFFIC AREAS WITH LESS THAN 2 FEET OF COVER, RCP PIPE SHALL BE CLASS IV, WALL B
<br />d. WHEN LOCATED UNDER AIRCRAFT RAMPS OR RAILROAD OPERATIONS, RCP PIPE SHALL BE CLASS V, WALL B WITH
<br />O-RING JOINTS.
<br />e. PIPE CLASS SHALL BE CLEARLY "STAMPED" ON EACH SEGMENT OF RCP PIPE DELIVERED TO THE PROJECT
<br />f PIPE JOINTS SHALL BE WATER -TIGHT
<br />3 CONTRACTOR SHALL HANDLE AND STORE PIPE, FITTINGS, GASKETS, AND RELATED APPURTENANCES IN ACCORDANCE WITH
<br />MANUFACTURER'S WRITTEN RECOMMENDATIONS.
<br />4 CONTRACTOR SHALL HANDLE MANHOLES, DROP INLETS, CURB INLETS, PIPE END COMPONENTS AND RELATED
<br />APPURTENANCES ACCORDING TO MANUFACTURER'S WRITTEN RIGGING INSTRUCTIONS.
<br />5 PVC PLASTIC PIPE AND FITTINGS SHALL NOT BE STORED IN DIRECT SUNLIGHT
<br />6. ALL PIPE, FITTINGS, GASKETS, AND SEALS SHALL BE PROTECTED FROM DIRT AND DAMAGE.
<br />7. ALL STORM SEWER LINES SHALL BE TELEVISED AND THE VIDEO REPORTS SUBMITTED TO THE ENGINEER FOR REVIEW.
<br />a. VIDEO REPORTS ARE TO BE SUBMITTED ON CD-ROM OR DVD COMPACT DISKS.
<br />b. ALL LINES MUST BE FLUSHED AND CLEANED WITH POTABLE WATER PRIOR TO TELEVISING.
<br />c. FOR SUBMERGED SYSTEMS, POND WATER LEVELS SHALL BE LOWERED (PUMPED DOWN) BELOW THE LOWEST PIPE
<br />ENTRANCE INVERT.
<br />d. VIDEO REPORTS WILL BE USED TO VIEW THE CONDITION OF THE STORM SEWER PIPE PRIOR TO ACCEPTANCE.
<br />WORKMANSHIP AND CLEANLINESS OF THE INSTALLATION WILL BE CHECKED.
<br />8. AS -BUILT SURVEY: THE CONTRACTOR SHALL VERIFY STORM SEWER IMPROVEMENTS ALIGNMENT BY PROVIDING AN
<br />"AS -BUILT" SURVEY OF CONSTRUCTED CONDITIONS FROM A LICENSED SURVEYOR REGISTERED IN THE STATE OF PROJECT
<br />LOCATION. THE "AS -BUILT" SURVEY SHALL INCLUDE VERTICAL AND HORIZONTAL INFORMATION PERTAINING TO THE
<br />INSTALLATION OF THE STORM SEWER SYSTEM PIPING AND STRUCTURES. DATUM ELEVATION AND BENCHMARK LOCATIONS
<br />SHALL BE INDICATED. INFORMATION TO BE INCLUDED IS AS FOLLOWS:
<br />a. PIPE TYPE, SIZE, AND INVERT ELEVATIONS.
<br />b. MANHOLE, DROP INLET, CURB INLET, YARD DRAIN, AND POND CONTROL STRUCTURE LOCATIONS WITH ELEVATIONS OF
<br />BOTTOM, RIM OR GRATE ELEVATION SHOWN.
<br />c. POND CONTROL STRUCTURES: SHOW INFORMATION ON ALL FLOW CONTROL APPURTENANCES AND OUTLET PIPING.
<br />ASPHALT PAVING:
<br />1. THE CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF THE HASKELL COMPANY ASPHALT TESTING PROGRAM.
<br />2. THE CONTRACTOR 15 TO PROVIDE BARRICADES, SIGNS, FLASHERS, AND FLAG PERSONELL AS NECESSARY TO INSURE THE SAFETY OF
<br />WORKERS AND VISITORS. ALL CONSTRUCTION SIGNING, BARRICADING, AND TRAFFIC DELINEATION IS TO CONFORM TO THE "MANUAL
<br />OF UNIFORM TRAFFIC CONTROL DEVICES," LATEST EDITION.
<br />3. ALL ASPHALT PAVING MATERIALS, WORKMANSHIP, AND INSTALLATION REQUIREMENTS SHALL COMPLY WITH THE STANDARD
<br />SPECIFICATIONS OF THE STATE DEPARTMENT OF TRANSPORTATION (D.O.T.) FOR THE STATE IN WHICH THE WORK OCCURS WITH SOME
<br />EXCLUSIONS. THE DOT PAYMENT PROCEDURES AND SAFETY REQUIREMENTS SHALL GENERALLY NOT APPLY.
<br />a. COARSE AGGREGATE, FINE AGGREGATE AND MINERAL FILLERS: IN ACCORDANCE WITH D.O.T. MATERIAL STANDARDS AND
<br />ASSOCIATED CONSTRUCTION SPECIFICATIONS.
<br />b. ASPHALT BINDER, ASPHALT CEMENT, PRIME COAT, AND TACK COAT: IN ACCORDANCE WITH D.O.T. MATERIAL STANDARDS AND
<br />ASSOCIATED CONSTRUCTION SPECIFICATIONS.
<br />c. JOINT SEALANT: ASTM D 6690 OR AASHTO M 324, TYPE II OR III, HOT APPLIED, SINGLE COMPONENT, POLYMER -MODIFIED
<br />BITUMINOUS SEALANT.
<br />d. PAVEMENT -MARKING PAINT: IN ACCORDANCE WITH D.O.T. MATERIAL STANDARDS AND ASSOCIATED CONSTRUCTION
<br />SPECIFICATIONS. COLORS AS INDICATED.
<br />3. DO NOT APPLY ASPHALT MATERIALS IF SUBGRADE IS FROZEN, WET, OR EXCESSIVELY DAMP; OR, IF RAIN IS IMMINENT OR EXPECTED
<br />BEFORE TIME REQUIRED FOR ADEQUATE CURE. APPLY ONLY AT D.O.T. RECOMMENDED SURFACE TEMPERATURE.
<br />4. INSTALLATION TOLERANCES:
<br />a. PAVEMENT THICKNESS: THE AVERAGE OF THE MEASURED THICKNESSES OF THE PAVEMENT LAYERS SHALL MEET OR EXCEED THE
<br />REQUIRED THICKNESS FOR THOSE LAYERS, AND THE MINIMUM THICKNESS IN ANY ONE AREA SHALL NOT BE LESS THAN 0.25
<br />INCHES BELOW THE REQUIRED THICKNESS.
<br />b. PAVEMENT SURFACE SMOOTHNESS: COMPACT EACH COURSE TO PRODUCE A SURFACE SMOOTHNESS WITHIN THE FOLLOWING
<br />TOLERANCES AS DETERMINED BY USING A 10-FOOT STRAIGHTEDGE APPLIED TRANSVERSELY OR LONGITUDINALLY TO PAVED
<br />AREAS:
<br />i BASE COURSE: 1/4- INCH
<br />ii. SURFACE COURSE: 1/4 - INCH
<br />c. CROWNED SURFACES: TEST WITH CROWNED TEMPLATE CENTERED AND AT RIGHT ANGLE TO CROWN. MAXIMUM ALLOWABLE
<br />VARIENCE FROM TEMPLATE IS 1/4 - INCH.
<br />5. PAVEMENT MARKINGS SHALL BE MADE WITH NON -THERMOPLASTIC ACRYLLIC MARKING PAINT MEETING THE DOT MATERIAL
<br />REQUIREMENTS. ALLOW PAVING TO AGE FOR 30 DAYS BEFORE STARTING PAVEMENT MARKING. PROCEED WITH PAVEMENT MARKING
<br />ONLY ON CLEAN, DRY SURFACES. SWEEP AND CLEAN SURFACE TO ELIMINATE LOOSE MATERIAL AND DUST. APPLY PAINT WITH
<br />MECHANICAL EQUIPMENT TO PRODUCE PAVEMENT MARKINGS, OF DIMENSIONS AND COLORS INDICATED, WITH UNIFORM, STRAIGHT
<br />EDGES. APPLY AT MANUFACTURER'S RECOMMENDED RATES TO PROVIDE A MINIMUM WET FILM THICKNESS OF 15 MILS AND ONLY AT
<br />MANUFACTURER'S RECOMMENDED AMBIENT AND SURFACE TEMPERATURES.
<br />6. WHEELSTOPS: PRECAST, AIR -ENTRAINED CONCRETE, 3500-PSI MINIMUM WITH DIMENSIONS AS INDICATED. INSTALL BY SECURELY
<br />ATTACHING WHEELSTOP TO PAVEMENT WITH NOT LESS THAN (2) 18-INCH x 1/2-INCH DIAMETER GALVANIZED -STEEL DOWELS
<br />EMBEDDED ATONE -QUARTER TO ONE-THIRD POINTS. SECURELY INSTALL DOWELS INTO PAVEMENT AND BOND TO WHEELSTOP. RECESS
<br />HEAD OF DOWEL BENEATH TOP OF WHEEL STOP.
<br />AS -BUILT SURVEY:
<br />N N F WORK, THE SITEWORK SUB -CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL LAND
<br />UPON COMPLETION O THE E
<br />SURVEYOR TO PERFORM AN "AS -BUILT" SURVEY_ THE "AS -BUILT" SURVEY SHALL INCLUDE LOCATION AND ELEVATION DATA FOR ALL
<br />IMPROVEMENTS SPECIFI INFORMATION INCLUDED IN THE SURVEY SHALL BE AS FOLLOWS.
<br />CONSTRUCTED C
<br />1. ALL PAVEMENT SURFACES INCLUDING CURBS, WALKS, RAMPS, PADS, ETC.
<br />2 ALL SANITARY SEWER
<br />3 ALL STORM SEWER
<br />4+HASKELL The Haskell Company
<br />I I I Riverside Avenue
<br />Jacksonville, Florida 32202
<br />Phone* (904)791-4500
<br />DRN. I REV. DATE I DRAM:INIM
<br />DES, 3401007
<br />4
<br />NORTH AMERICA
<br />CORPORATE ENGINEERING OFFICE
<br />1322 CRESTSIDE DRIVE, SUITE 100
<br />COPPELL, TEXAS 75019
<br />4 ALL STORM DETENTION, RETENTION, AND WATER QUALITY POND GRADING
<br />5, EMBANKMENT AND LAWN AREA GRADING
<br />6 BUILDING FINISH FLOOR ELEVATION
<br />7, BUILDING CORNER LOCATIONS
<br />8 OUT BUILDINGS
<br />9 WATER, GAS, BURIED ELECTRIC AND BURIED TELECOM LINES
<br />10 LIGHT POLE LOCATIONS
<br />11 STRIPING AND PAVEMENT MARKINGS
<br />12 TREE LOCATIONS WITH SIZE AND SPECIES
<br />PRELIMINARY
<br />NOT FOR CONSTRUCTION
<br />THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW,
<br />COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY FURTHERMORE, THIS DOCUMENT
<br />MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES WITH
<br />THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND
<br />MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVAL.
<br />WAREHOUSE EXPANSION
<br />ZEPHYRHILLS NATURAL SPRING WATER
<br />ZEPHYRHILLS, FLORIDA
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