HomeMy WebLinkAboutSigned Giant Oil#202 - C - Permit SetCONSTRUCTION PLANS FOR:PROPERTY OWNER/DEVELOPER:GIANT OIL INC1806 N FRANKLIN STREETTAMPA, FLORIDA 33602-2234SURVEYORS:MARSHALL SURVEYING & MAPPING321 HOLLY AVENUEPORT STREET LUCIE, FLORIDA 34952PH: (772) 940-1382CONTACT: STEVEN D. MARSHALLEMAIL: MARSHALL0153@HOTMAIL.COMCIVIL ENGINEER:INFINITY ENGINEERING GROUP, LLC1208 EAST KENNEDY BOULEVARDSUITE 230TAMPA, FLORIDA 33602PH: (813) 434-4770CONTACT: NISIT SAPPARKHAOSHEET NO.-C00.01C01.01C02.01C02.021 OF 1SHEET TITLECOVER SHEETCIVIL SPECIFICATIONSDEMOLITION / SITE PLANDETAILSDETAILSLAND BOUNDARY / TOPOGRAPHY SURVEYGIANT OIL, INC. No. 2026315 US HIGHWAY 1FT. PIERCE, FLORIDA 34946IEG JOB NO. 275-01.00INFINITY ENGINEERINGGROUP, LLC1208 East Kennedy BoulevardSuite 230Tampa, Florida 33602[p]: 813.434.4770[f]: 813.445.4211www.iegroup.netFL Cert. of Auth. No. 27889PROJECT TEAMDRAWING INDEXKnow what's below.Call before you dig.VICINITY MAPAERIAL MAPPROJECT LOCATIONPROJECT LOCATIONPARCEL ID: 1406-412-0002-000-8SAINT LUCIE COUNTY, FLORIDATURNPIKE FEEDER ROADUS HIGHWAY 1TURNPIKEFEEDER RD.
GENERAL NOTE1. ALL CONSTRUCTION SHALL BE EXECUTED AS SHOWN ON THESE PLANS. ANYREVISIONS AND/OR DEVIATIONS MUST BE APPROVED BY THE ENGINEER OFRECORD AND MAY RESULT IN ADDITIONAL PERMITTING EFFORTS THROUGH THERELATED PERMITTING AGENCY. THE CONTRACTOR SHALL ACKNOWLEDGE THATREVISIONS AND/OR DEVIATIONS MAY RESULT IN ADDITIONAL PERMITTINGREQUIREMENTS AND POSSIBLY AFFECT SCHEDULING OF WORK.2. UNLESS OTHERWISE NOTED ON PLANS, OR WITHIN THE PROJECTSPECIFICATIONS, ALL MATERIALS AND CONSTRUCTION ARE TO BE INACCORDANCE WITH DESIGN AND CONSTRUCTION STANDARDS OF THEPERMITTING AGENCY HAVING JURISDICTION; THE LOCALLY ADOPTED BUILDINGCODE; AND ALL APPLICABLE LOCAL AND STATE CODES AND ORDINANCES.3. PERMITS MAY BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. THECONTRACTOR IS TO ACKNOWLEDGE AND SECURE ALL PERMITS ANDINSPECTIONS REQUIRED FOR WORK IN THE PUBLIC RIGHT-OF-WAY.4. THIS PARCEL OF LAND MAY BE SUBJECT TO ANY AND ALL RECORDED (ANDPOSSIBLY UNRECORDED) EASEMENTS, RESTRICTIONS, AND COVENANTS.5. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CONTACT ALLUTILITY COMPANIES FOR VERIFICATION OF UTILITIES WITHIN THE LIMITS OFCONSTRUCTION. CALL AREA ONE CALL SYSTEM 48 HOURS PRIOR TO ANYEXCAVATION.6. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO THE START OFCONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEERIN A TIMELY MANNER.7. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECTEXISTING PERMANENT SURVEY MONUMENTS AND BENCHMARKS FROMDISTURBANCE. SURVEY MONUMENTS DISTURBED BY CONSTRUCTION ARE TO BEREPLACED AND ADJUSTED VIA A LAND SURVEYOR REGISTERED IN THE STATEFOR WHICH THE PROJECT IS LOCATED.8. THE CONTRACTOR SHALL COORDINATE WORK EFFORTS WITH THE OWNER TOMINIMIZE TRAFFIC INTERFERENCE AND OPERATIONS OF THE FACILITIES.9. NO BLASTING OR BURNING IS ALLOWED ON THE PROJECT, UNLESS OTHERWISEDIRECTED OR NOTED BY THE ENGINEER.10. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED.HOWEVER IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALSARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ENGINEER ANDOWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER ASEPARATE CONTRACT.REGULATORY STANDARDS ANDREQUIREMENTS1. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVINGJURISDICTION.2. COMPLY WITH ANSI A10.6, “SAFETY REQUIREMENTS FOR CONSTRUCTION ANDDEMOLITION.”3. COMPLY WITH NFPA 241, “SAFEGUARDING CONSTRUCTION, ALTERATION ANDDEMOLITION OPERATIONS.”DEMOLITION AND CLEARING1. DEMOLITION AND CLEARING OPERATIONS SHALL CONFORM TO APPLICABLEREGULATIONS RELATING TO ENVIRONMENTAL REQUIREMENTS DISPOSAL OFDEBRIS, BURNING OF DEBRIS ON SITE, AND USE OF HERBICIDES.2. DEMOLITION WASTE SHALL BE DISPOSED OF IN A LEGAL MANNER. REMOVEDDEMOLITION WASTE MATERIALS FROM PROJECT SITE AND DISPOSE OF WASTEIN AN EPA-APPROVED LANDFILL ACCEPTABLE TO AUTHORITIES HAVINGJURISDICTION. DO NOT BURY OR BURN DEMOLITION WASTE ON-SITE.3. HISTORIC ITEMS, RELICS, ANTIQUES, AND SIMILAR OBJECTS, INCLUDING, BUTNOT LIMITED TO CORNERSTONES AND THEIR CONTENTS, COMMEMORATIVEPLAQUES AND TABLETS, AND OTHER ITEMS OF INTEREST OF VALUE TO OWNERTHAT MAY BE UNCOVERED DURING DEMOLITION REMAIN THE PROPERTY OF THEOWNER.4. ARRANGE DEMOLITION SCHEDULE SO AS NOT TO INTERFERE WITH OWNER'SON-SITE OPERATIONS OR OPERATIONS OF ADJACENT OCCUPIED BUILDINGS.5. CONDUCT BUILDING DEMOLITION AND DEBRIS REMOVAL OPERATIONS TOENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKWAYS, ANDOTHER ADJACENT OCCUPIED AND USED FACILITIES. DO NOT CLOSE OROBSTRUCT STREETS, WALKS, WALKWAYS, OR OTHER ADJACENT OCCUPIED ORUSED FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIESHAVING JURISDICTION.6. AUTHORITY FOR PERFORMING SITE CLEARING INDICATED ON PROPERTYADJOINING OWNER'S PROPERTY MUST BE OBTAINED BY OWNER PRIOR TOCOMMENCEMENT OF CLEARING. DO NOT PROCEED WITH WORK ON ADJOININGPROPERTY UNTIL DIRECTED BY ENGINEER.7. PRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS:a. VERIFY THAT HAZARDOUS MATERIALS, IF PRESENT, HAVE BEEN REMEDIATED.b. REVIEW PROJECT RECORD DRAWINGS OF EXISTING BUILDING AND EXISTINGSITE IMPROVEMENTS.c. INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED ANDSALVAGED. TAKE DIGITAL PHOTOGRAPHS OR VIDEO OF PROJECT SITE ANDSURROUNDING PROPERTIES, INCLUDING EXISTING ITEMS TO REMAIN DURINGCONSTRUCTION OPERATIONS, RECORD CONDITIONS THAT MIGHT BEMISCONSTRUED AS DAMAGE CAUSED BY SALVAGE OPERATIONS.d. CLEAN, PACK, IDENTIFY, AND TRANSPORT SALVAGED ITEMS TO STORAGEAREA DESIGNATED BY OWNER.e. REMOVE REFRIGERANT FROM THE MECHANICAL EQUIPMENT ACCORDING TO40 CFR 82 AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION.f. COORDINATE ANY ADDITIONAL REQUIREMENTS FOR DEMOLISHING ORRELOCATING SITE MECHANICAL AND ELECTRICAL ITEMS WITH OWNER ANDOTHER AUTHORITIES HAVING JURISDICTION.g. ASSURE THAT ANY REQUIRED INITIAL EROSION AND SEDIMENT CONTROLMEASURES ARE INSTALLED AND IN WORKING ORDER.h. LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP-OFF EXISTING UTILITIESSERVING BUILDINGS AND STRUCTURES TO BE DEMOLISHED. CUT ANDREMOVE PIPE OR CONDUIT A MINIMUM OF 24 INCHES BELOW GRADE. CAP,VALVE, PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT.i. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTION ANDSEALING HAVE BEEN COMPLETED AND VERIFIED IN WRITING.8. PRIOR TO COMMENCEMENT OF SITE CLEARING OPERATIONS, VERIFY THEFOLLOWING:a. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACEAND IN WORKING ORDER.b. UTILITY LOCATOR SERVICE HAS DETERMINED AND FLAGGED THE LOCATIONOF UNDERGROUND UTILITIES.c. EXISTING SITE IMPROVEMENTS AND UTILITIES TO REMAIN HAVE BEENPROTECTED.d. BENCHMARKS AND SURVEY CONTROL POINTS HAVE BEEN PROTECTED FROMDISTURBANCE.e. TREES AND VEGETATION TO REMAIN (OR TO BE RELOCATED) HAVE BEENLOCATED AND CLEARLY FLAGGED IN ACCORDANCE WITH TREE PROTECTIONAND TRIMMING REQUIREMENTS.9. COORDINATE UTILITY DEMOLITION AND ABANDONMENT WITH UTILITY COMPANYOR AUTHORITY HAVING JURISDICTION.10. IN THE EVENT BUILDINGS IMMEDIATELY ADJACENT TO THE DEMOLITION AREAWILL BE OCCUPIED, CONDUCT SITE DEMOLITION SO OPERATIONS OF OCCUPIEDBUILDINGS WILL NOT BE DISRUPTED. MAINTAIN ACCESS TO AND FROM EXISTINGWALKWAYS, EXITS, AND OTHER FACILITIES USED BY OCCUPANTS OF ADJACENTBUILDINGS.11. PROTECT EXISTING FACILITIES AND ADJACENT WALKWAYS, LOADING DOCKS,BUILDING ENTRIES, AND OTHER BUILDING FACILITIES DURING DEMOLITIONOPERATIONS. MAINTAIN EXITS FROM EXISTING BUILDINGS.12. ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES, RAILINGS,CANOPIES, AND COVERED PASSAGEWAYS, AS NECESSARY, AND AS REQUIREDBY AUTHORITIES HAVING JURISDICTION. REMOVE TEMPORARY BARRIERS ANDPROTECTIONS WHERE HAZARDS NO LONGER EXIST. WHERE OPENEXCAVATIONS OR OTHER HAZARDOUS CONDITIONS REMAIN, LEAVE TEMPORARYBARRIERS AND PROTECTIONS IN PLACE.13. PROTECT EXISTING UTILITIES FROM DAMAGE DURING DEMOLITION OPERATIONS.MAINTAIN OPERATION OF UTILITY SERVICES TO REMAIN. PROVIDE AT LEAST 72HOURS' NOTICE TO OCCUPANTS OF AFFECTED BUILDINGS IF SHUTDOWN OFSERVICE IS REQUIRED.14. IF REMOVAL, RELOCATION, OR ABANDONMENT OF UTILITY SERVICES WILLAFFECT ADJACENT OCCUPIED BUILDINGS, MAINTAIN CONTINUITY OF SERVICE TOADJACENT BUILDINGS BY PROVIDING TEMPORARY UTILITIES THAT BYPASSBUILDINGS AND STRUCTURES TO BE DEMOLISHED. TEMPORARY BYPASSSERVICES SHALL BE PROVIDED IN ACCORDANCE WITH UTILITY COMPANY ORAUTHORITIES HAVING JURISDICTION.15. TEMPORARY SHORING: PROVIDE AND MAINTAIN INTERIOR AND EXTERIORSHORING, BRACING, OR STRUCTURAL SUPPORT TO PRESERVE STABILITY ANDPREVENT UNEXPECTED MOVEMENT OR COLLAPSE OF EXISTING IMPROVEMENTSBEING DEMOLISHED. ALL SHORING OPERATIONS SHALL BE DESIGNED BY ALICENSED PROFESSIONAL AND INSTALLED PER OSHA REQUIREMENTS.16. DEMOLITION OF STRUCTURAL FRAMING MEMBERS SHALL PROCEEDSYSTEMATICALLY, FROM HIGHER TO LOWER LEVEL. COMPLETE BUILDINGDEMOLITION OPERATIONS ABOVE EACH FLOOR OR TIER BEFORE DISTURBINGSUPPORTING MEMBERS ON THE NEXT LOWER LEVEL. REMOVE DEBRIS FROMELEVATED PORTIONS OF THE BUILDING BY CHUTE, HOIST, OR OTHER DEVICETHAT WILL CONVEY DEBRIS TO GRADE LEVEL IN A CONTROLLED DESCENT.17. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, ANDDEBRIS CAUSED BY BUILDING DEMOLITION OPERATIONS. RETURN ADJACENTAREAS TO CONDITION EXISTING BEFORE BUILDING DEMOLITION OPERATIONSBEGAN.18. CLEARING AND GRUBBING:a. REMOVE OBSTRUCTIONS, TREES, SHRUBS, GRASS, AND OTHER VEGETATIONTO PERMIT INSTALLATION OF NEW CONSTRUCTION. DO NOT REMOVE TREES,SHRUBS, AND OTHER VEGETATION INDICATED TO REMAIN OR TO BERELOCATED.b. CUT MINOR ROOTS AND BRANCHES OF TREES INDICATED TO REMAIN IN ACLEAN AND CAREFUL MANNER AND ONLY WHERE SUCH ROOTS ANDBRANCHES OBSTRUCT INSTALLATION OF NEW CONSTRUCTION.c. CLEAR UNDERGROWTH AND DEADWOOD WITHOUT DISTURBING SUBSOIL.d. GRIND STUMPS AND REMOVE ROOTS, OBSTRUCTIONS, AND DEBRISEXTENDING TO A DEPTH BELOW EXPOSED SUBGRADE AS FOLLOWS:xFOOTINGS, SLABS ON GRADE AND BOTTOM SLABS OF STRUCTURES: 36INCHES.xROADS AND PAVEMENT AREAS: 18 INCHES.x AREAS TO BE GRASSED OR LANDSCAPED: 8 INCHES.x AREAS TO BE FILLED: 12 INCHES.e. USE ONLY HAND METHODS FOR GRUBBING WITHIN TREE PROTECTION ZONES.f. CHIP REMOVED TREE BRANCHES AND DISPOSE OF OFF-SITE.g. UNLESS FURTHER EXCAVATION OF EARTHWORK IS INDICATED, FILLDEPRESSIONS CAUSED BY CLEARING AND GRUBBING OPERATIONS WITHSATISFACTORY SOIL MATERIAL. PLACE FILL MATERIAL IN HORIZONTAL LAYERSNOT EXCEEDING A LOOSE DEPTH OF 8 INCHES, AND COMPACT EACH LAYERTO A DENSITY EQUAL TO ADJACENT ORIGINAL GROUND.19. TOPSOIL STRIPPING:a. REMOVE SOD AND GRASS BEFORE STRIPPING TOPSOIL.b. STRIP TOPSOIL TO WHATEVER DEPTHS ARE ENCOUNTERED IN A MANNER TOPREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER WASTEMATERIALS. REMOVE SUBSOIL AND NON-SOIL MATERIALS FROM TOPSOIL,INCLUDING TRASH, DEBRIS, WEEDS, ROOTS, AND OTHER WASTE MATERIALS.c. STOCKPILE TOPSOIL MATERIALS AWAY FROM EDGE OF EXCAVATIONSWITHOUT INTERMIXING WITH SUBSOIL. GRADE AND SHAPE STOCKPILES TODRAIN SURFACE WATER. COVER TO PREVENT WINDBLOWN DUST. LIMITHEIGHT OF TOPSOIL STOCKPILES TO 72 INCHES. DO NOT STOCKPILE TOPSOILWITHIN TREE PROTECTION ZONES. STOCKPILE SURPLUS TOPSOIL TO ALLOWFOR RESPREADING DEEPER TOPSOIL.20. SITE IMPROVEMENTS:a. REMOVE EXISTING ABOVE- AND BELOW-GRADE IMPROVEMENTS AS INDICATEDAND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. REMOVE SLABS,PAVING, CURBS, GUTTERS, AND AGGREGATE BASE AS INDICATED.b. UNLESS EXISTING FULL-DEPTH JOINTS COINCIDE WITH LINE OF DEMOLITION,NEATLY SAW-CUT LENGTH OF EXISTING PAVEMENT TO REMAIN BEFOREREMOVING EXISTING PAVEMENT. SAWCUT ALL FACES VERTICALLY.c. PAINT CUT ENDS OF STEEL REINFORCEMENT IN CONCRETE TO REMAIN TOPREVENT CORROSION.21. DISPOSAL:a. REMOVE SURPLUS SOIL MATERIAL, UNSUITABLE TOPSOIL, OBSTRUCTIONS,DEMOLISHED MATERIALS, AND WASTE MATERIALS, INCLUDING TRASH ANDDEBRIS, AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY.b. REMOVE AND TRANSPORT DEBRIS AND RUBBISH IN A MANNER THAT WILLPREVENT SPILLAGE ON STREETS OR ADJACENT AREAS. CLEAN UP SPILLAGEFROM STREETS AND ADJACENT AREAS.c. COMPLY WITH FEDERAL, STATE AND LOCAL HAULING AND DISPOSALREGULATIONS.d. SEPARATE RECYCLABLE MATERIALS PRODUCED DURING SITE CLEARINGFROM OTHER NON-RECYCLABLE STORE OR STOCKPILE WITHOUTINTERMIXING WITH OTHER MATERIALS AND TRANSPORT THEM TO RECYCLINGFACILITIES.TREE PROTECTION AND TRIMMING1. INSTALL TEMPORARY FENCING AROUND TREE PROTECTION ZONES TO PROTECTTREES AND VEGETATION DESIGNATED TO REMAIN FROM CONSTRUCTIONDAMAGE. MAINTAIN TEMPORARY FENCING AROUND TREE PROTECTION ZONES.AND REMOVE WHEN CONSTRUCTION IS COMPLETE.2. KEEP TREE PROTECTION ZONES FREE OF WEEDS AND TRASH.3. DO NOT STORE CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATED MATERIALINSIDE TREE PROTECTION ZONE; OR PERMIT VEHICLES OR FOOT TRAFFICWITHIN TREE PROTECTION ZONE, OR ALLOW FIRES WITHIN TREE PROTECTIONZONE.4. PROTECT TREE ROOT SYSTEMS FROM THE FOLLOWING:a. DAMAGE CAUSED BY RUNOFF OR SPILLAGE OF NOXIOUS MATERIALS WHILEMIXING, PLACING, OR STORING CONSTRUCTION MATERIALS;b. DAMAGE CAUSED BY PONDING, ERODING, OR EXCESSIVE WETTING FROMDEWATERING OPERATIONS.5. UNLESS OTHERWISE INDICATED, DO NOT EXCAVATE WITHIN TREE PROTECTIONZONES. WHERE EXCAVATION FOR NEW CONSTRUCTION IS UNAVOIDABLE, HANDCLEAR AND EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS.6. WHERE UTILITY TRENCHES ARE UNAVOIDABLE WITHIN TREE PROTECTIONZONES, TUNNEL UNDER OR AROUND ROOTS BY DRILLING, AUGER BORING, PIPEJACKING, OR DIGGING BY HAND. DO NOT CUT MAIN LATERAL ROOTS ORTAPROOTS.7. PROMPTLY REPAIR TREES DAMAGED BY CONSTRUCTION OPERATIONS WITHIN 24HOURS. TREAT DAMAGED TRUNKS, LIMBS, AND ROOTS ACCORDING TOARBORIST'S WRITTEN INSTRUCTIONS.8. TREE PRUNING: PRUNE TREES ACCORDING TO ANSI A300 (PART 1), 'TREE,SHRUB, AND OTHER WOODY PLANT MAINTENANCE - STANDARD PRACTICES(PRUNING)."EROSION AND SEDIMENTATIONCONTROL1. PRIOR TO COMMENCEMENT OF ANY CLEARING AND EXCAVATION WITHIN AWORK AREA, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BEINSTALLED AND IN WORKING ORDER.2. PERFORM WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE ANDFEDERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)PERMIT.3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION AND SEDIMENTCONTROL FEATURES TO PREVENT AND CONTROL SEDIMENT-LADEN RUNOFFFROM LEAVING THE CONSTRUCTION AREAS AND ENTERING EXISTINGSTORMWATER FACILITIES AND SURFACE WATERS. ADDITIONAL MEASURESBEYOND THOSE SHOWN WITHIN THESE PLANS MAY BE NECESSARY DURINGCONSTRUCTION, INCLUDING TEMPORARY VEGETATIVE MEASURES ANDINSTALLATION OF OTHER SILT TRAPPING MEASURES.4. THE CONTRACTOR IS REQUIRED TO ADJUST THE EROSION AND SEDIMENTCONTROLS AS NECESSARY AND AS SHOWN ON THE DRAWINGS: AND ADDADDITIONAL CONTROL MEASURES AS REQUIRED TO INSURE THE SITE MEETSALL FEDERAL, STATE AND LOCAL EROSION AND SEDIMENT CONTROLREQUIREMENTS.5. ALL BEST MANAGEMENT EROSION AND SEDIMENT CONTROL PRACTICES WILL BEINSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAYTO DAY OPERATIONS; OR SOMEONE APPOINTED BY THE SUPERINTENDENT, ATLEAST EVERY OTHER WEEK AND FOLLOWING A STORM EVENT OF 0.5 INCHES ORGREATER.6. ALL BEST MANAGEMENT CONTROL MEASURES WILL BE MAINTAINED IN GOODWORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24HOURS OF REPORT.EARTHWORK1. IN THE EVENT OF ANY UNFORESEEN CONDITIONS THAT ARE ENCOUNTERED ANDNOT COVERED BY THESE NOTES DURING GRADING OPERATIONS, THE ENGINEERSHALL BE IMMEDIATELY NOTIFIED FOR DIRECTION.2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARYCUTS AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND RELATED OFF-SITEWORK 50 AS TO ESTABLISH THE DESIRED SUBGRADE, FINISH GRADES ANDSLOPES SPECIFIED WITHIN THE PLANS.3. ADEQUATE SHORING IS TO BE DESIGNED AND PROVIDED BY THE CONTRACTORTO PREVENT UNDERMINING OF ANY ADJACENT FEATURES OR FACILITIESAND/OR CAVING OF THE EXCAVATION. ALL SHORING AND ASSOCIATEDTEMPORARY STRUCTURES SHALL BE DESIGNED BY A LICENSED PROFESSIONALAND INSTALLED PURSUANT TO OSHA REQUIREMENTS.SOIL MATERIALS:1. UNSATISFACTORY SOILS CONSIST OF SOIL CLASSIFICATION GROUPS ML, OL, CH,MH, OH, AND PT, OR A COMBINATION OF THESE GROUPS. UNSATISFACTORYSOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 3 PERCENTOF OPTIMUM MOISTURE CONTENT AT TIME OF COMPACTION.2. SATISFACTORY SOILS: ASTM D 2487 SOIL CLASSIFICATION GROUPS ASIDENTIFIED ON THE DRAWINGS, OR A COMBINATION OF THESE GROUPS; FREEOF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRISWASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATERIAL. SUBGRADE INSPECTION:1. PROOF-ROLL SUBGRADE BELOW THE BUILDING SLABS AND PAVEMENTS WITHHEAVY PNEUMATIC-TIRED EQUIPMENT TO IDENTIFY SOFT POCKETS AND AREASOF EXCESS YIELDING. DO NOT PROOF-ROLL WET OR SATURATED SUBGRADES.a. COMPLETELY PROOF-ROLL SUBGRADE IN TWO DIRECTIONS, REPEATINGPROOF ROLLING IN DIRECTION PERPENDICULAR TO FIRST DIRECTION. LIMITVEHICLE SPEED TO 3 MPH,b. PROOF-ROLL WITH A LOADED 10-WHEEL, TANDEM-AXLE DUMP TRUCKWEIGHING NOT LESS THAN 15 TONS.c. EXCAVATE SOFT SPOTS, UNSATISFACTORY SOILS. AND AREAS OF EXCESSIVEPUMPING OR RUTTING, AS DETERMINED BY ENGINEER AND REPLACE WITHCOMPACTED BACKFILL OR FILL AS DIRECTED.2. RECONSTRUCT SUBGRADES DAMAGED BY FREEZING TEMPERATURES, FROST,RAIN, ACCUMULATED WATER, OR CONSTRUCTION ACTIVITIES AS DIRECTED BYENGINEER, WITHOUT ADDITIONAL COMPENSATION.BACKFILL:1. THE CONTRACTOR SHALL PLACE AND COMPACT BACKFILL IN EXCAVATIONSPROMPTLY, BUT NOT BEFORE COMPLETING THE FOLLOWING:a. CONSTRUCTION BELOW FINISH GRADE INCLUDING, WHERE APPLICABLE,SUBDRAINAGE, DAMPPROOFING, WATERPROOFING, AND PERIMETERINSULATION.b. SURVEYING LOCATIONS OF UNDERGROUND UTILITIES FOR RECORDDRAWINGS.c. TESTING AND INSPECTING UNDERGROUND UTILITIES.d. REMOVING CONCRETE FORMWORK.e. REMOVING TRASH AND DEBRIS.f. REMOVING TEMPORARY SHORING AND BRACING, AND SHEETING.g. INSTALLING PERMANENT OR TEMPORARY HORIZONTAL BRACING ONHORIZONTALLY SUPPORTED WALLS.COMPACTION OF SOIL BACKFILLS AND FILLS:1. CONTRACTOR SHALL PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOTMORE THAN 8-INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVYCOMPACTION EQUIPMENT, AND NOT MORE THAN 4-INCHES IN LOOSE DEPTH FORMATERIAL COMPACTED BY HAND-OPERATED TAMPERS.2. PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OFSTRUCTURES TO REQUIRED ELEVATIONS, AND UNIFORMLY ALONG THE FULLLENGTH OF EACH STRUCTURE.3. COMPACT SOIL MATERIALS TO NOT LESS THAN THE PLAN SPECIFIEDPERCENTAGES OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 ORASTM D 1557. (SEE CIVIL DETAILS FOR SUMMARY OF TRENCH BACKFILL ANDBEDDING MATERIALS AND PLACEMENT SPECIFICATIONS).GRADING:1. GENERAL: UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE. FREE OFIRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTSAND GRADE TO DETAILED/INDICATED CROSS-SECTIONS. LINES, AND ELEVATIONSINDICATED IN PLANS. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENTEXISTING GRADES AND NEW GRADES. CUT OUT SOFT SPOTS, FILL LOW SPOTS,AND TRIM HIGH SPOTS TO COMPLY WITH REQUIRED SURFACE TOLERANCES.2. SITE GRADING: SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS ANDTO PREVENT PONDING. FINISH SUBGRADES TO REQUIRED ELEVATIONS WITHINTHE FOLLOWING TOLERANCES:a. LAWN OR UNPAVED AREAS: PLUS OR MINUS ONE (1) INCH.b. WALKS: PLUS OR MINUS ONE (1) INCH.c. PAVEMENTS: PLUS OR MINUS ONE-HALF (112) INCH.d. GRADING INSIDE BUILDING LINES: FINISH SUBGRADE TO A TOLERANCE OFONE-HALF (112) INCH WHEN TESTED WITH A 10-FOOT STRAIGHTEDGE.3. SUBBASE AND BASE COURSES:a. PLACE SUBBASE AND BASE COURSE ON SUBGRADES FREE OF MUD, FROST,SNOW, OR ICE.b. PLACE SUBBASE AND BASE COURSE 6 INCHES OR LESS IN COMPACTEDTHICKNESS IN A SINGLE LAYER.c. PLACE SUBBASE AND BASE COURSE EXCEEDING 6 INCHES IN COMPACTEDTHICKNESS IN LAYERS OF EQUAL THICKNESS, WITH NO COMPACTED LAYERMORE THAN 6 INCHES THICK OR LESS THAN 3 INCHES.4. COMPACT SUBBASE AND BASE COURSE AT OPTIMUM MOISTURE CONTENT TOREQUIRED GRADES, LINES. CROSS SECTIONS. AND THICKNESS ACCORDING TOASTM D 698 OR ASTM D 1557, AS INDICATED ON THE DRAWING DETAILS.FIELD QUALITY CONTROL:1. THE TESTING AGENCY WILL INSPECT AND TEST SUBGRADES AND EACH FILL ORBACKFILL LAYER. CONTRACTOR SHALL PROCEED WITH SUBSEQUENTEARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORKCOMPLY WITH REQUIREMENTS.2. FOOTING SUBGRADE: AT FOOTING SUBGRADES, AT LEAST ONE TEST OF EACHSOL STRATUM WILL BE PERFORMED TO VERIFY DESIGN BEARING CAPACITIES.SUBSEQUENT VERIFICATION AND APPROVAL OF OTHER FOOTING SUBGRADESMAY BE BASED ON A VISUAL COMPARISON OF SUBGRADE WITH TESTEDSUBGRADE WHEN APPROVED BY ENGINEER.3. THE TESTING AGENCY WILL TEST COMPACTION OF SOILS IN PLACE ACCORDINGTO ASTM D 1556, ASTM D 2167, ASTM D 2922, AND ASTM D 2937, AS APPLICABLE.TESTS WILL BE PERFORMED AT THE FOLLOWING LOCATIONS AND FREQUENCIES:a. PAVED AND BUILDING SLAB AREAS: AT SUBGRADE AT EACH COMPACTED FILLAND BACKFILL LAYER, AT LEAST 1 TEST FOR EVERY 10,000 SQ. FT. OR LESS OFPAVED AREA OR BUILDING SLAB, BUT IN NO CASE FEWER THAN 3 TESTS.b. FOUNDATION WALL BACKFILL: AT EACH COMPACTED BACKFILL LAYER, ATLEAST 1 TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH, BUT NO FEWERTHAN 2 TESTS.c. TRENCH BACKFILL: AT EACH COMPACTED INITIAL AND FINAL BACKFILL LAYER,AT LEAST 1 TEST FOR EACH 150 FEET OR LESS OF TRENCH LENGTH, BUT NOFEWER THAN 2 TESTS.5. IF THE TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLSHAVE NOT ACHIEVED DEGREE OF COMPACTION SPECIFIED, SCARIFY ANDMOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED;RECOMPACT AND RETEST UNTIL SPECIFIED COMPACTION IS OBTAINED.6. ALL FIELD QUALITY CONTROL TESTS THAT FAIL TO MEET THE SPECIFIEDCOMPACTION DENSITY SHALL BE REPORTED TO THE ENGINEER.GENERAL UTILITY NOTES1. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL CONTACT ALLUTILITY COMPANIES FOR VERIFICATION OF UTILITIES WITHIN THE LIMITS OFCONSTRUCTION. CALL THE AREA ONE CALL SYSTEM 48 HOURS PRIOR TO ANYEXCAVATION.2. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS PRIOR TO THE START OFCONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.3. THE CONTRACTOR SHALL COORDINATE WORK EFFORTS WITH THE OWNER TOMINIMIZE TRAFFIC INTERFERENCE AND OPERATIONS OF THE FACILITIES.4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECTEXISTING PERMANENT SURVEYING MONUMENTS AND BENCHMARKS FROMDISTURBANCE. SURVEY MONUMENTS DISTURBED BY CONSTRUCTION ARE TO BEREPLACED AND ADJUSTED VIA A LAND SURVEYOR REGISTERED IN THE STATEFOR WHICH THE PROJECT IS LOCATED.5. EXISTING UTILITIES SHOWN HEREIN ARE BASED ON AVAILABLE RECORDS ANDFIELD INVESTIGATIONS. THE CONTRACTOR SHALL VERIFY HORIZONTAL ANDVERTICAL LOCATIONS OF UTILITIES PRIOR TO EXCAVATION WITHIN WORKAREAS. THE ENGINEER SHALL BE NOTIFIED UPON DISCOVERY OF ANYDISCREPANCIES THAT WILL AFFECT INSTALLATION OF WORK OR DISCOVERY OFUNCHARTED UTILITIES WHICH MAY REQUIRE RELOCATION. NOTIFICATION SHALLBE DONE IN A TIMELY MANNER.6. WHERE APPLICABLE, THE CONTRACTOR SHALL MAINTAIN ALL FENCING, SIGNS,DETOURS, FLAGMEN, SIGNALS, ETC., FOR ANY OPEN TRENCHES, HOLES OR PITS.ALL TRENCHES, HOLES OR PITS SHALL BE CLOSED OR PROTECTED BYBARRICADES AT THE END OF THE DAY.7. PERMITS MAY BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY. THECONTRACTOR IS TO ACKNOWLEDGE AND SECURE ALL PERMITS ANDINSPECTIONS REQUIRED FOR WORK WITHIN PUBLIC RIGHT-OF-WAY.8. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURINGCONSTRUCTION WHICH SHOW THE CONSTRUCTED CONDITIONS OF ALL WORKINSTALLED. SEE "AS-BUILT” REQUIREMENTS FOR ADDITIONAL INFORMATION.9. ALL VALVE BOXES, METER BOXES, VAULTS, CLEANOUTS, HOLE COVERS, FIREHYDRANTS AND OTHER APPURTENANCES THAT ARE TO REMAIN IN SERVICEWITHIN THE PROJECT AREA SHALL BE ADJUSTED TO CONFORM TO FINISHEDGRADE.10. AS-BUILT SURVEY: THE CONTRACTOR SHALL VERIFY WATER, SEWER, GAS,POWER, AND TELECOM BY PROVIDING AN "AS-BUILT” SURVEY OF CONSTRUCTEDCONDITIONS FROM A LICENSED SURVEYOR REGISTERED IN THE STATE OFPROJECT LOCATION. THE "AS-BUILT” SURVEY SHALL INCLUDE VERTICAL ANDHORIZONTAL INFORMATION PERTAINING TO THE INSTALLATION OF THE UTILITYSYSTEMS. DATUM ELEVATION AND BENCHMARK LOCATIONS SHALL BEINDICATED. INFORMATION TO BE INCLUDED IS AS FOLLOWS:a. PIPE TYPE, SIZE. VOLTAGE (WHERE APPLICABLE) AND INVERT ELEVATIONS.b. LOCATION OF MANHOLE, VALVE, POST INDICATOR, FIRE HYDRANT, JUNCTIONBOX.c. ELEVATIONS FOR MANHOLE. ELEVATIONS SHOULD INCLUDE RIM, BOTTOM,WEIR ELEVATION AND PIPE INVERTS.STORM DRAINAGE1. UNLESS OTHERWISE SHOWN ON PLANS, ALL PVC PIPE AND FITTINGS SHALLCONFORM TO THE FOLLOWING:a. PVC SEWER PIPE AND FITTINGS, NPS 15-INCH AND SMALLER ASTM D 3034,SDR 35, WITH BELL-AND-SPIOT ENDS FOR GASKETED JOINTS USING ASTM F477, ELASTOMERIC SEALS.b. PVC SEWER PIPE AND FITTINGS, NPS 18-INCH AND LARGER: ASTM F 679, T-1WALL THICKNESS, WITH BELL-AND-SPIGOT ENDS FOR GASKETED JOINTSUSING ASTM F 477, ELASTOMERIC SEALS.c. PIPE JOINTS SHALL BE WATER-TIGHT.2. UNLESS OTHERWISE SHOWN ON THE PLANS, ALL REINFORCED CONCRETE PIPEAND FITTINGS SHALL CONFORM TO THE FOLLOWING:a. ASTM C 76, WITH BELL-AND-SPIGOT OR GROOVE AND TONGUE ENDS ANDGASKETED JOINTS WITH ASTM C 443 RUBBER GASKETS.b. RCP PIPE SHALL BE CLASS III, WALL B.c. WHEN LOCATED IN TRAFFIC AREAS WITH LESS THAN 2 FEET OF COVER, REPPIPE SHALL BE CLASS IV, WALL B.d. WHEN LOCATED UNDER AIRCRAFT RAMPS OR RAILROAD OPERATIONS, REPPIPE SHALL BE CLASS V, WALL B WITH O-RING JOINTS.e. PIPE CLASS SHALL BE CLEARLY "STAMPED" ON EACH SEGMENT OF REP PIPEDELIVERED TO THE PROJECT.f. PIPE JOINTS SHALL BE WATER-TIGHT.3. CONTRACTOR SHALL HANDLE AND STORE PIPE, FITTINGS, GASKETS, ANDRELATED APPURTENANCES IN ACCORDANCE WITH MANUFACTURER'S WRITTENRECOMMENDATIONS.4. CONTRACTOR SHALL HANDLE MANHOLES. DROP INLETS, CURB INLETS, PIPE ENDCOMPONENTS AND RELATED APPURTENANCES ACCORDING TOMANUFACTURER'S WRITTEN RIGGING INSTRUCTIONS.5. PVC PLASTIC PIPE AND FITTINGS SHALL NOT BE STORED IN DIRECT SUNLIGHT.6. ALL PIPE. FITTINGS, GASKETS, AND SEALS SHALL BE PROTECTED FROM DIRTAND DAMAGE.7. ALL STORM SEWER LINES SHALL BE TELEVISED AND THE VIDEO REPORTSSUBMITTED TO THE ENGINEER FOR REVIEW.a. VIDEO REPORTS ARE TO BE SUBMITTED ON CD-ROM OR DVO COMPACT DISKS.b. ALL LINES MUST BE FLUSHED AND CLEANED WITH POTABLE WATER PRIOR TOTELEVISING.c. FOR SUBMERGED SYSTEMS, POND WATER LEVELS SHALL BE LOWERED(PUMPED DOWN) BELOW THE LOWEST PIPE ENTRANCE INVERT.d. VIDEO REPORTS WILL BE USED TO VIEW THE CONDITION OF THE STORMSEWER PIPE PRIOR TO ACCEPTANCE. WORKMANSHIP AND CLEANLINESS OFTHE INSTALLATION WILL BE CHECKED.8. AS-BUILT SURVEY: THE CONTRACTOR SHALL VERIFY STORM SEWERIMPROVEMENTS ALIGNMENT BY PROVIDING AN "AS-BUILT” SURVEY OFCONSTRUCTED CONDITIONS FROM A LICENSED SURVEYOR REGISTERED IN THESTATE OF PROJECT LOCATION. THE "AS-BUILT” SURVEY SHALL INCLUDEVERTICAL AND HORIZONTAL INFORMATION PERTAINING TO THE INSTALLATIONOF THE STORM SEWER SYSTEM PIPING AND STRUCTURES. DATUM ELEVATIONAND BENCHMARK LOCATIONS SHALL BE INDICATED. INFORMATION TO BEINCLUDED IS AS FOLLOWS:a. PIPE TYPE, SIZE. AND INVERT ELEVATIONS.b. MANHOLE, DROP INLET, CURB INLET, YARD DRAIN, AND POND CONTROLSTRUCTURE LOCATIONS WITH ELEVATIONS OF BOTTOM, RIM OR GRATEELEVATION SHOWN.c. POND CONTROL STRUCTURES: SHOW INFORMATION ON ALL FLOW CONTROLAPPURTENANCES AND OUTLET PIPING. ASPHALT PAVING1. THE CONTRACTOR IS TO PROVIDE BARRICADES, SIGNS, FLASHERS, AND FLAGPERSONNEL AS NECESSARY TO INSURE THE SAFETY OF WORKERS ANDVISITORS. ALL CONSTRUCTION SIGNING, BARRICADING, AND TRAFFICDELINEATION IS TO CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC CONTROLDEVICES: LATEST EDITION.2. ALL ASPHALT PAVING MATERIALS, WORKMANSHIP, AND INSTALLATIONREQUIREMENTS SHALL COMPLY WITH THE STANDARD SPECIFICATIONS OF THESTATE DEPARTMENT OF TRANSPORTATION (D.O.T.) FOR THE STATE IN WHICHTHE WORK OCCURS WITH SOME EXCLUSIONS. THE DOT PAYMENT PROCEDURESAND SAFETY REQUIREMENTS SHALL GENERALLY NOT APPLY.a. COARSE AGGREGATE. FINE AGGREGATE AND MINERAL FILLERS: INACCORDANCE WITH D.O.T. MATERIAL STANDARDS AND ASSOCIATEDCONSTRUCTION SPECIFICATIONS.b. ASPHALT BINDER, ASPHALT CEMENT, PRIME COAT, AND TACK COAT: INACCORDANCE WITH D.O.T. MATERIAL STANDARDS AND ASSOCIATEDCONSTRUCTION SPECIFICATIONS.c. JOINT SEALANT: ASTM 0 6690 OR AASHTO M 324. TYPE II OR III, HOT APPLIED,SINGLE COMPONENT, POLYMER-MODIFIED BITUMINOUS SEALANT.d. PAVEMENT-MARKING PAINT: IN ACCORDANCE WITH D.O.T. MATERIALSTANDARDS AND ASSOCIATED CONSTRUCTION SPECIFICATIONS. COLORS ASINDICATED.3. DO NOT APPLY ASPHALT MATERIALS IF SUBGRADE IS FROZEN, WET, OREXCESSIVELY DAMP; OR IF RAIN IS IMMINENT OR EXPECTED BEFORE TIMEREQUIRED FOR ADEQUATE CURE. APPLY ONLY AT D.O.T. RECOMMENDEDSURFACE TEMPERATURE.4. INSTALLATION TOLERANCES:a. PAVEMENT THICKNESS: THE AVERAGE OF THE MEASURED THICKNESS OF THEPAVEMENT LAYERS SHALL MEET OR EXCEED THE REQUIRED THICKNESS FORTHOSE LAYERS, AND THE MINIMUM THICKNESS IN ANY ONE AREA SHALL NOTBE LESS THAN 0.25 INCHES BELOW THE REQUIRED THICKNESS.b. PAVEMENT SURFACE SMOOTHNESS: COMPACT EACH COURSE TO PRODUCE ASURFACE SMOOTHNESS WITHIN THE FOLLOWING TOLERANCES ASDETERMINED BY USING A 10-FOOT STRAIGHTEDGE APPLIED TRANSVERSELYOR LONGITUDINALLY TO PAVED AREAS:xBASE COURSE: 1/4 -INCHxSURFACE COURSE: 1/4 -INCHc. CROWNED SURFACES: TEST WITH CROWNED TEMPLATE CENTERED AND ATRIGHT ANGLE TO CROWN. MAXIMUM ALLOWABLE VARIANCE FROM TEMPLATEIS 1/4 -INCH.5. PAVEMENT MARKINGS SHALL BE MADE WITH NON-THERMOPLASTIC ACRYLICMARKING PAINT MEETING THE DOT MATERIAL REQUIREMENTS. ALLOW PAVINGTO AGE FOR 30 DAYS BEFORE STARTING PAVEMENT MARKING. PROCEED VV1THPAVEMENT MARKING ONLY ON CLEAN, DRY SURFACES. SWEEP AND CLEANSURFACE TO ELIMINATE LOOSE MATERIAL AND DUST. APPLY PAINT WITHMECHANICAL EQUIPMENT TO PRODUCE PAVEMENT MARKINGS, OF DIMENSIONSAND COLORS INDICATED, WITH UNIFORM, STRAIGHT EDGES. APPLY ATMANUFACTURER'S RECOMMENDED RATES TO PROVIDE A MINIMUM WET FILMTHICKNESS OF 15 MILS AND ONLY AT MANUFACTURER'S RECOMMENDEDAMBIENT AND SURFACE TEMPERATURES.AS-BUILT SURVEY1. UPON COMPLETION OF THE WORK, THE SITEWORK SUB-CONTRACTOR SHALLRETAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR TO PERFORM AN“AS-BUILT" SURVEY. THE "AS-BUILT" SURVEY SHALL INCLUDE LOCATION ANDELEVATION DATA FOR ALL CONSTRUCTED IMPROVEMENTS. SPECIFICINFORMATION INCLUDED IN THE SURVEY SHALL BE AS FOLLOWS:a. ALL PAVEMENT SURFACES INCLUDING CURBS, WALKS, RAMPS, PADS, ETC.b. ALL SANITARY SEWERc. ALL STORM SEWERd. ALL STORM DETENTION, RETENTION, AND WATER QUALITY POND GRADINGe. EMBANKMENT AND LAWN AREA GRADINGf. BUILDING FINISH FLOOR ELEVATIONg. BUILDING CORNER LOCATIONSh. OUT BUILDINGS, IF APPLICABLEi. WATER, GAS, BURIED ELECTRIC AND BURIED TELECOM LINESj. LIGHT POLE LOCATIONSk. STRIPING AND PAVEMENT MARKINGSl. TREE LOCATIONS WITH SIZE AND SPECIES02/23/20216315 US HIGHWAY 1 FT. PIERCE, FLORIDA 34946SheetProject No.Project Name and AddressSheet TitleDateRevision/IssueNo.NISIT SAPPARKHAO, P.E.FL REG. NO. 64085DateScaleAS NOTED275-01.00INFINITY ENGINEERINGGROUP, LLC1208 East Kennedy BoulevardSuite 230Tampa, Florida 33602[p]: 813.434.4770[f]: 813.445.4211www.iegroup.netFL Cert. of Auth. No. 27889Client Name
Kings Highwaytt
S 18°41'30" E 150.00'N 08°55'50" E 45.56'N 81°04'10" W 236.46'U.S. Highway 1tank lidsgasgasgasexisting one story buildingffe = 32.76PUBLIC R/W 100' - ASPHALT PAVEMENT WIDTH VARIESPUBLIC R/W 200' - ASPHALT PAVEMENT WIDTH VARIESfmfmfmfmfmfmfmfmfmfmfmfmfm
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AS-BUILTSTATION 39+41.09OFFSET: 18.22' R16" FORCEMAIN44" COVERAS-BUILT16" FORCEMAINBEGIN RESTRAINTSAS-BUILAIR RELIEF VALVEAS-BUILT16" 45° BEND46" COVERAS-BUILT16" SEWER VALVEwell housingcommunication hand holesanitary manhole withair release valvewmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwwmwmwmwmwmwm wm wm wm wm
wmwmAS-BUILT12" RESTRAINED90° BENDAS-BUILT12" RESTRAINED TEEAS-BUILT12" RESTRAINED GATE VALVEW/VALE BOX & CONC. PADexisting fire hydrant and m.j. plugexisting gate valve 6"EL:27.17FG: 30.39tee 12"x12" EL:26.34tee 12"x6"EL:26.20FG: 30.39'GV 6" EL:28.15FG: 30.3912" pvc water main over exist. 16" FMW/18" min vert. clearance12" restrained 90° bend12745638910N 71°18'29" E 188.38'Kings Highwaytt
S 18°41'30" E 150.00'N 08°55'50" E 45.56'N 81°04'10" W 236.46'U.S. Highway 1tank lidsgasgasgasexisting one story buildingffe = 32.76PUBLIC R/W 100' - ASPHALT PAVEMENT WIDTH VARIESPUBLIC R/W 200' - ASPHALT PAVEMENT WIDTH VARIESfmfmfmfmfmfmfmfmfmfmfmfmfm
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AS-BUILTSTATION 39+41.09OFFSET: 18.22' R16" FORCEMAIN44" COVERAS-BUILT16" FORCEMAINBEGIN RESTRAINTSAS-BUILAIR RELIEF VALVEAS-BUILT16" 45° BEND46" COVERAS-BUILT16" SEWER VALVEwell housingcommunication hand holesanitary manhole withair release valvewmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwwmwmwmwmwmwm wm wm wm wm
wmwmAS-BUILT12" RESTRAINED90° BENDAS-BUILT12" RESTRAINED TEEAS-BUILT12" RESTRAINED GATE VALVEW/VALE BOX & CONC. PADexisting fire hydrant and m.j. plugexisting gate valve 6"EL:27.17FG: 30.39tee 12"x12" EL:26.34tee 12"x6"EL:26.20FG: 30.39'GV 6" EL:28.15FG: 30.3912" pvc water main over exist. 16" FMW/18" min vert. clearance12" restrained 90° bendFABRICATI
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FMWWN 71°18'29" E 188.38'W43126891011151617161918571202/23/20216315 US HIGHWAY 1 FT. PIERCE, FLORIDA 34946SheetProject No.Project Name and AddressSheet TitleDateRevision/IssueNo.NISIT SAPPARKHAO, P.E.FL REG. NO. 64085DateScaleAS NOTED275-01.00INFINITY ENGINEERINGGROUP, LLC1208 East Kennedy BoulevardSuite 230Tampa, Florida 33602[p]: 813.434.4770[f]: 813.445.4211www.iegroup.netFL Cert. of Auth. No. 27889Client NameSCALEDEMOLITION PLAN VIEW1" = 20'-LEGENDPROPERTY LINEEXISTING TO REMAINEXISTING CONCRETE TO REMAIN108.05'EXISTING GRADE ELEVATIONEXISTING TO BE REMOVEDEXISTING ASPHALT/CONCRETE TO BE REMOVEDEXISTING GASgasEXISTING SANITARYsanEXISTING TELEPHONEtelEXISTING UNDERGROUND ELECTRICueEXISTING OVERHEAD LINEohTREE BARRIER LINEEXISTING WATERwmEXISTING CONTOUREXISTING TREE TO BE REMOVEDEXISTING SIDEWALK TO BE REMOVEDEXISTING SEWER LINE TO GREASE TAP TO REMAIN.EXISTING SEWER LINE TO REMAIN.EXISTING GREASE TRAP TO REMAIN.EXISTING SEWER LINE TO SEPTIC TANK.CUT AND CAP SEWER LINE FOR NEW CONSTRUCTION/CONTINUATION.EXISTING SEPTIC TO PUMPED OUT BY LICENSED CONTRACTOR AND TANKTO BE CRACKED FILLED WITH SAND AND ABANDONED IN PLACE ORCRUSHED AND REMOVED.EXISTING DRAIN FIELD TO ABANDON IN PLACE.EXISTING POTABLE WELL TO REMAIN IN SERVICE LINE TO BE CUT ANDCAPPED FOR FUTURE IRRIGATION NEEDS.EXISTING WATER TANK TO BE REMOVED.EXISTING FENCE TO BE REMOVED.12345678910DEMOLITION PLAN KEYED NOTESSCALESITE PLAN VIEW1" = 20'-LEGENDPROPOSED CURBSETBACK/BUFFERPROPOSED CONCRETE LESS THAN 6"PROPOSED PAVEMENTPROPOSED CONCRETE 6" OR GREATERNEW ASPHALT PAVEMENTPROPERTY LINEEXISTING TO REMAINEXISTING CONCRETE TO REMAINEXISTING ST. LUCIE COUNTY 16" FORCEMAIN.TIE INTO EXISTING SEWER LINE AND INSTALL CLEANOUT.APPROXIMATE INV. EL. 27.80'5 LF OF 4-INCH SDR 26 @6.0% SLOPE.NEW LIFT STATION. SEE DETAILS, SHEET C02.01.INFLOW INV = 27.50', TOP ELEV: 32.00'NEW 2" PLUG VALVE.30 LF OF 2" HDPE (DR-18) FORCEMAIN.NEW 2" TAPPING VALVE.2" X 16" STAINLESS STEEL TAPPING SADDLE TO EXISTING 16" FORCEMAIN.EXISTING ST. LUCIE COUNTY 12" WATER MAIN.12" X 2" STAINLESS STEEL TAPPING SADDLE.20 LF - 2" HDPE (SDR9) WATER SERVICE LATERALPROPOSED 2" HDPE REDUCER TO 1-1/2".PROPOSED 1" WATER METER PER ST. LUCIE COUNTY DETAILS,SHEET C02.03.PROPOSED 1" BACKFLOW PREVENTER PER ST. LUCIE COUNTY DETAILS,SHEET C02.03.66 LF - 1.5" HDPE (SDR9) WATER SERVICE LATERAL15 LF - 1.5" HDPE (SDR9) WATER SERVICE TO BUILDING WATER MANIFOLD.POINT OF CONNECTION TO BUILDING WATER MANIFOLDNEW HOSE BIBB MOUNTED ON BUILDING WALL.SEE LIFT STATION DETAILS, SHEET C02.01.123456789101112131415161718SITE PLAN KEYED NOTESSCALE: 1" =0' 20'20'40'REFERENCENORTH
02/23/20216315 US HIGHWAY 1 FT. PIERCE, FLORIDA 34946SheetProject No.Project Name and AddressSheet TitleDateRevision/IssueNo.NISIT SAPPARKHAO, P.E.FL REG. NO. 64085DateScaleAS NOTED275-01.00INFINITY ENGINEERINGGROUP, LLC1208 East Kennedy BoulevardSuite 230Tampa, Florida 33602[p]: 813.434.4770[f]: 813.445.4211www.iegroup.netFL Cert. of Auth. No. 27889Client NameTSC PRE-FAB PUMP SOLUTIONS48" DUPLEX STATION - 2" PIPINGCCIDENTIFY THE TEST PROCEDURE. ASTM D 3753 & H-20 SPECIFICATIONS SHALL BEREQUIRED AS MINIMUM.WITH SLIDE RAIL SYSTEM, V.B. AND F.D.E.P. PANELEBARA SEWAGE GRINDER PUMPTSC2-48.0 R9.dwgCMODELGRDGRDOPANELS SHALL CONFORM TO FLORIDA DEP 64-604.4004 SHAFT SEAL FAIL DETECTIONPANEL MANUFACTURER SHALL BE A "UL" LISTED SHOP.5 ALTERNATOR w/ TEST SWITCH3 PHASE PROTECTION SHALL BE PROVIDEDPROTECTION ON ALL INCOMING LEGS2 SURGE PROTECTION AND LIGHTNING POWER CONNECTION WITH INTERLOCK 1 GENERATOR RECEPTACLE FOR EMERGENCY FABRICATIONUSFOLARTOP 9.00LAG PUMP ONLEAD PUMP ONEL.EL.EL.INLETEL.HIGH LEVEL ALARMPUMP OFFEL.EL.BOTTOM 48.00 I.D.EL.9.503.603.102.602.101.67-0.5027.5027.0026.5026.0025.5723.37SCALE: 1" =0' 20'20'40'REFERENCENORTH32.008.63.2 HP3154
02/23/20216315 US HIGHWAY 1 FT. PIERCE, FLORIDA 34946SheetProject No.Project Name and AddressSheet TitleDateRevision/IssueNo.NISIT SAPPARKHAO, P.E.FL REG. NO. 64085DateScaleAS NOTED275-01.00INFINITY ENGINEERINGGROUP, LLC1208 East Kennedy BoulevardSuite 230Tampa, Florida 33602[p]: 813.434.4770[f]: 813.445.4211www.iegroup.netFL Cert. of Auth. No. 27889Client NameSCALE: 1" =0' 20'20'40'REFERENCENORTH