FOR NAVAJO TRIBAL UTILITY AUTHORITY · 2017. 7. 28. · 25. all utility manholes, meters cleanouts, and valves impacted by construction to be filed located and adjusted to grade,
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PINON, ARIZONA WASTEWATER TREATMENT PLANT UPGRADE JOB NO: SHEET NO: DATE: REVISION DESCRIPTION 1 NO. 3 2 DATE 5 4 2201 San Pedro Dr. NE Building 4, Suite 200 Albuquerque, NM 87110 Phone: (505) 884-0700 Fax: (505) 884-2376 SOLUTIONS FOR TODAY... VISION FOR TOMORROW 1 GENERAL COVER SHEET NAVAJO TRIBAL UTILITY AUTHORITY FUNDED BY: NTUA CONSTRUCTION PLANS FOR ARIZONA VICINITY MAP PROJECT LOCATION PROJECT LOCATION 1 115111 NAVAJO TRIBAL UTILITY AUTHORITY PINON, ARIZONA APR 2016 Sheet List Table Sheet Number Sheet Title GENERAL CIVIL STRUCTURAL ELECTRICAL PINON WASTEWATER TREATMENT PLANT UPGRADE
1. ALL WORK DETAILED ON THESE PLANS IS TO BE PERFORMED, EXCEPT AS OTHERWISE STATED OR PROVIDED FOR HEREIN, IN ACCORDANCEWITH THE MARICOPA ASSOCIATION OF GOVERNMENT (MAG) UNIFORM STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- 2011EDITION (REFERRED TO HEREIN BY STD. SPEC NUMBER OR STD. DWG NUMBER). A FREE COPY OF THE MAG SPECS IS AVAILABLE ATHTTP://WWW.AZMAG.GOV/DOCUMENTS/2011_SPECIFICATIONS_BOOK.PDF
2. BIDDER SHALL PROMPTLY GIVE ENGINEER WRITTEN NOTICE OF ALL CONFLICTS, ERRORS, AMBIGUITIES, OR DISCREPANCIES THAT BIDDERDISCOVERS IN THE BIDDING DOCUMENTS AND CONFIRM THAT THE WRITTEN RESOLUTION THEREOF BY ENGINEER IS ACCEPTABLE TO BIDDER.CONTRACTOR SHALL CORRELATE INFORMATION KNOWN TO CONTRACTOR, INFORMATION AND OBSERVATIONS OBTAINED FROM VISITS TO THESITE, REPORTS AND DRAWINGS IDENTIFIED IN THE BIDDING DOCUMENTS, AND ALL ADDITIONAL EXAMINATIONS, INVESTIGATIONS,EXPLORATIONS, TESTS, STUDIES, AND DATA WITH THE CONTRACT DOCUMENTS.
3. SUBMISSION OF A BID WILL CONSTITUTE AN INCONTROVERTIBLE REPRESENTATION BY BIDDER THAT BIDDER HAS COMPLIED WITH ALL BIDDINGREQUIREMENTS AND THAT WITHOUT EXCEPTION THE BID IS PREMISED UPON PERFORMING AND FURNISHING THE WORK REQUIRED BY THEBIDDING DOCUMENTS AND APPLYING ANY SPECIFIC MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION THATMAY BE SHOWN OR INDICATED OR EXPRESSLY REQUIRED BY THE BIDDING DOCUMENTS, THAT BIDDER HAS GIVEN ENGINEER WRITTEN NOTICEOF ALL CONFLICTS, ERRORS, AMBIGUITIES, AND DISCREPANCIES THAT BIDDER HAS DISCOVERED IN THE BIDDING DOCUMENTS AND THEWRITTEN RESOLUTIONS THEREOF BY ENGINEER ARE ACCEPTABLE TO BIDDER, AND THAT THE BIDDING DOCUMENTS ARE GENERALLYSUFFICIENT TO INDICATE AND CONVEY UNDERSTANDING OF ALL TERMS AND CONDITIONS FOR PERFORMING AND FURNISHING THE WORK.
4. BEFORE UNDERTAKING EACH PART OF THE WORK, CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS ANDCHECK AND VERIFY PERTINENT FIGURES THEREIN AND ALL APPLICABLE FIELD MEASUREMENTS. CONTRACTOR SHALL PROMPTLY REPORT INWRITING TO ENGINEER ANY CONFLICT, ERROR, AMBIGUITY, OR DISCREPANCY WHICH CONTRACTOR DISCOVERS, OR HAS ACTUAL KNOWLEDGEOF, AND SHALL OBTAIN A WRITTEN INTERPRETATION OR CLARIFICATION FROM ENGINEER BEFORE PROCEEDING WITH ANY WORK AFFECTEDTHEREBY. IF, DURING THE PERFORMANCE OF THE WORK, CONTRACTOR DISCOVERS ANY CONFLICT, ERROR, AMBIGUITY, OR DISCREPANCYWITHIN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND (A) ANY APPLICABLE LAW OR REGULATION, (B) ANYSTANDARD, SPECIFICATION, MANUAL, OR CODE, OR (C) ANY INSTRUCTION OF ANY SUPPLIER, THEN CONTRACTOR SHALL PROMPTLY REPORT ITTO ENGINEER IN WRITING. CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED THEREBY (EXCEPT IN AN EMERGENCY) UNTIL ANAMENDMENT OR SUPPLEMENT TO THE CONTRACT DOCUMENTS HAS BEEN ISSUED.
5. THE CONTRACT, IF AWARDED, WILL BE BASED ON MATERIAL AND EQUIPMENT SPECIFIED OR DESCRIBED IN THE BIDDING DOCUMENTS WITHOUTCONSIDERATION OF POSSIBLE SUBSTITUTE OR "OR EQUAL" ITEMS. WHEREVER A BRAND NAME IS SPECIFIED OR DESCRIBED IN THE BIDDINGDOCUMENTS A SUBSTITUTE OR "OR EQUAL" ITEM OF MATERIAL OR EQUIPMENT MAY BE FURNISHED OR USED BY THE CONTRACTOR IFACCEPTABLE TO THE ENGINEER, APPLICATION FOR SUCH ACCEPTANCE WILL NOT BE CONSIDERED BY THE ENGINEER UNTIL AFTER THEEFFECTIVE DATE OF AGREEMENT. THE PROCEDURE FOR SUBMISSION OF ANY SUCH APPLICATION BY THE CONTRACTOR AND CONSIDERATIONBY THE ENGINEER IS SET FORTH IN THE GENERAL CONDITIONS.
6. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE OF APPLICABLE PORTIONS OF THE EPA STORM WATER DISCHARGE REGULATIONS.
7. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND PERMIT COMPLIANCE REQUIRED FOR CONSTRUCTION OF THE PROJECT.
8. THE WORK DESCRIBED IN THESE PLANS WILL BE DONE IN EXISTING WASTEWATER TREATMENT FACILITIES THAT CONTAIN NUMEROUS EXISTINGPIPES, ELECTRIC LINES, AND OTHER STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL ITEMS DESCRIBED IN THESEPLANS IN A MANNER THAT PROTECTS THE EXISTING FACILITY. THE CONTRACTOR MUST CONTACT THE ENGINEER IMMEDIATELY IF THECONTRACTOR CANNOT PERFORM THE WORK WITHOUT DAMAGE TO THE EXISTING FACILITY. THE CONTRACTOR MUST VERIFY ALL EXISTINGINFORMATION SHOWN ON THESE PLANS. CHANGES IN ALIGNMENT CAUSED BY UNKNOWN OR UNANTICIPATED SITE CONDITIONS SHALL BEMEASURED AND PAID FOR BASED ON THE APPROVED SCHEDULE OF VALUES SUBMITTED BY THE CONTRACTOR.
9. THE LOCATION, SIZE, AND CONDITION OF UNDERGROUND UTILITIES AND STRUCTURES SHOWN IN THESE PLANS ARE BASED ON AVAILABLERECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHERLINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR LOCATING, PROTECTION OF, OR ANY DAMAGE TO THESELINES OR STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES AND OBTAINING LINE SPOTS.
10. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE AND VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALLOBSTRUCTIONS. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THE CONFLICT CAN BERESOLVED WITH MINIMUM AMOUNT OF DELAY. THE CONTRACTOR SHALL IDENTIFY UTILITY LINES FAR ENOUGH IN ADVANCE OF CONSTRUCTIONWORK, SO THAT THE OWNER OF SUCH LINES CAN RAISE, LOWER, REALIGN OR REMOVE LINES AND STRUCTURES (IF NECESSARY), AND THEENGINEER CAN MAKE NECESSARY LINE AND GRADE CHANGES (SHOULD THE EXISTING UTILITY LINES CONFLICT WITH THE WORK UNDERCONSTRUCTION), PROVIDING SUCH ADJUSTMENTS DO NOT MATERIALLY AFFECT THE WORK.
11. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR COSTS OF REPAIR OF ANY AND ALL DAMAGE TO ANY UTILITY (WHICH IS PREVIOUSLYKNOWN, DISCLOSED, OR SHOWN ON THESE PLANS) CAUSED BY THE CONTRACTORS OPERATIONS.
12. FIVE (5) WORKING DAYS PRIOR TO ANY EXCAVATION, THE CONTRACTOR MUST CONTACT NTUA (THOMAS BAYLESS @ 928-729-4779) FORLOCATION OF EXISTING UTILITIES.
13. THE CONTRACTOR SHALL GIVE ALL PUBLIC AND PRIVATE UTILITY COMPANIES NOTICE AS SOON AS POSSIBLE, IN NO EVENT LESS THAN FORTYEIGHT (48) HOURS, FOR ANY WORK THAT IS UNDERSTOOD TO INTERFERE WITH THE SERVICE OF ANY EXISTING PUBLIC OR PRIVATE UTILITY. IFSUCH PUBLIC OR PRIVATE UTILITY DOES NOT COOPERATE FOR THE PROTECTION OF ITS SERVICES, THE CONTRACTOR SHALL NOTIFY THEENGINEER.
15. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL FACILITIES ADJACENT TO THE CONSTRUCTION AREA.
16. THE CONTRACTOR IS RESPONSIBLE FOR RECORDING EXISTING CONDITIONS BEFORE CONSTRUCTION BEGINS. THE RECORD OF EXISTINGCONDITIONS SHALL BE USED AS THE "EQUAL CONDITION BEFORE DAMAGE" IN THE EVENT OF DAMAGE TO PUBLIC OR PRIVATE PROPERTY.
17. THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY DAMAGES TO PUBLIC OR PRIVATE PROPERTY TO THE OWNER OF THE PROPERTYINVOLVED AND TO THE ENGINEER. THE CONTRACTOR SHALL REPAIR OR RESTORE AT THE CONTRACTOR'S EXPENSE ANY DAMAGE TO PUBLICOR PRIVATE PROPERTY, FOR WHICH THE CONTRACTOR IS DIRECTLY OR INDIRECTLY RESPONSIBLE, TO A CONDITION EQUAL TO THAT EXISTINGBEFORE DAMAGE. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE CONTRACTORS INSURANCE CARRIER OF SUCH DAMAGE. IF THECONTRACTOR FAILS TO GIVE SUCH NOTICE TO THE INSURANCE CARRIER OR REFUSES TO MAKE SUCH REPAIRS OR RESTORATION UPONRECEIPT OF NOTICE, THE OWNER MAY DEDUCT THE COST OF SUCH REPAIRS OR RESTORATION FROM MONEYS DUE, OR WHICH MAY BECOMEDUE, TO THE CONTRACTOR.
18. THE LANDS WITHIN THE FENCE LINE OF THE WASTEWATER TREATMENT PLANT BELONG TO THE NAVAJO TRIBAL UTILITY AUTHORITY (NTUA).THE CONTRACTOR MAY USE THESE LANDS TO FACILITATE CONSTRUCTION WITH APPROVAL OF THE NTUA. A PREAPPROVED STAGING/STORAGEAREA IS SHOWN IN THE PLANS. THE CONTRACTOR SHALL AVOID ANY ACTIVITY IN THESE LANDS THAT WOULD BE A POTENTIALLY SIGNIFICANTDISTURBANCE TO OPERATION AND MAINTENANCE OF THE WASTEWATER PLANT.
19. DEBRIS GENERATED BY CONSTRUCTION ACTIVITIES MAY BE STORED AT THE CONSTRUCTION SITE AT AN AREA IDENTIFIED BY THEWASTEWATER TREATMENT PLANT PERSONNEL. DEBRIS MAY BE STORED DURING CONSTRUCTION UPON STAGING AND STORAGE AREASSHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING SAFETY ISSUES ASSOCIATED WITH STORED DEBRIS ANDSHALL PROVIDE FENCING AND/OR BARRICADING AROUND DEBRIS IF NECESSARY. PRIOR TO COMPLETION OF CONSTRUCTION, THECONTRACTOR SHALL DISPOSE OF DEBRIS AT A PERMITTED LANDFILL OR OTHER DULY CERTIFIED REFUSE FACILITY (INCIDENTAL TO THEPROJECT).
20. THE CONTRACTOR SHALL STOCK PILE ANY EXCESS EARTH ON-SITE AT A LOCATION DETERMINED BY THE WASTEWATER PERSONNEL
21. THE CONTRACTOR SHALL PHASE AND SCHEDULE WORK IN SUCH A WAY AS TO PROVIDE FOR CONTINUOUS WASTEWATER TREATMENT DURINGCONSTRUCTION. THE CONTRACTOR'S SCHEDULE SHALL INCLUDE FLOW SCHEMATICS AND PROCESS DIAGRAMS TO ILLUSTRATE FLOW ROUTINGAND TREATMENT.
22. UNLESS OTHERWISE NOTED, THE CONTRACTOR IS GRANTED SALVAGE RIGHTS TO ALL CONSTRUCTION DEBRIS, PROVIDED THE CONTRACTORUSES SAID DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR SHALL PROVIDE A LIST OF ITEMS SALVAGED TO THE ENGINEER AND OWNERBEFORE THE CONTRACTOR TAKES ITEMS OFF THE SITE.
23. SHALL NOT LOAD NOR PERMIT ANY PART OF ANY STRUCTURE TO BE LOADED IN ANY MANNER THAT WILL ENDANGER THE STRUCTURE NORSHALL CONTRACTOR SUBJECT ANY PART OF THE WORK OR ADJACENT PROPERTY TO STRESSES OR PRESSURES THAT WILL ENDANGER IT.
24. IF THIS DRAWING IS OTHER THAN FULL SIZE (22" X 34"), UTILIZE BAR SCALE IN LIEU OF NUMERIC SCALE.
25. ALL UTILITY MANHOLES, METERS CLEANOUTS, AND VALVES IMPACTED BY CONSTRUCTION TO BE FILED LOCATED AND ADJUSTED TO GRADE,THIS SHALL BE INCIDENTAL TO THE PROJECT.
26. THE DESIGN FLOW RATE FOR THIS FACILITY IS 0.3 MGD
POINT OF CURVE OR PORTLAND CEMENTPOINT OF COMPOUND CURVEPUMP CONTROL VALVEPLAIN ENDPURSUANTPRESSURE GAUGE OR PROPANE GASPOINT OF INTERSECTIONPROCESS AND INSTRUMENTATION DIAGRAMPLANTPUMPPOINT OF BEGINNINGPOTABLEPOWER POLEPOUNDS PER DAYPOUNDS PER HOURPARTS PER MILLIONPOINT OF REVERSE CURVEPREFABRICATEDPRESSUREPROPERTYPRESSURE REGULATING VALVEPUMP STATION OR PRESSURE SWITCHPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPOUNDS PER SQUARE INCH GAUGEPOINT OF TANGENTPLUG VALVEPOLYVINYL CHLORIDEPOINT OF VERTICAL COMPOUND CURVEPOINT OF VERTICAL INTERSECTIONPAVEMENTPOINT OF VERTICAL RETURN CURVEPOINT OF VERTICAL TANGENTPLANT WATERRETURN ACTIVATED SLUDGEREINFORCED CONCRETE PIPEROAD ROOF DRAIN OR ROUNDREDUCERRECYCLERE-CIRCULATIONRETURNREMOVE, CLEAN AND PATCHREMOVE & DISPOSERAW INFLUENT BUILDINGREMOVE & RELOCATEREMOVE & SALVAGEREUSERESTRAINTSSOUTHSANITARY SERVICESANITARY SEWER FORCE MAINSEQUENTIAL OXIDATIONSLUDGESPECIFICATIONSQUARE FOOTSQUARE INCHSEWERSTANDARDSTEEL OR STEEL PIPESTAINLESS STEELSTRUCTURE OR STRUCTURALSUPPLEMENTAL TECHNICAL SPECIFICATIONSUCTIONSUPPLYSIDE WATER DEPTHSYSTEMTOP AND BOTTOMTOP BACK OF CURBTELEPHONETOP OF CONCRETETOP OF GRATINGTOP OF WALLTELEPHONE POLEUNIFORM BUILDING CODEUNDERGROUND ELECTRICUNDERWRITERS LABORATORIESUNKNOWNUTILITY POLEULTRAVIOLETVITALICWASTE ACTIVATED SLUDGEWATERWATER LINEWATER STOPWATER VALVEFTINCH
ASPHALT CONCRETEADJUSTABLEADMINISTRATIONAPPROVEDAPPROXIMATEAIR RELEASE VALVEAMERICAN SOCIETY FOR TESTING AND MATERIALASSEMBLYASPIRATING AERATORAMERICAN WATER WORKS ASSOCIATIONBEGIN CURVEBALL CHECK VALVEBUTTERFLY VALVEBACK FLOWPREVENTERBUILDINGBLOCKINGBIOLOGICAL NUTRIENT REMOVALBIOCHEMICAL OXYGEN DEMANDBOTTOM OF PIPEBOTTOMBACK PRESSURE VALVEBELL AND SPIGOTBRITISH THERMAL UNITBALL VALVEBACKWASHBYPASSCOMBINATION AIR/VACUUM RELEASE VALVECONCRETE CYLINDER PIPECUBIC FEET PER MINUTECUBIC FEET PER SECONDCANAL GATECAST IRONCAST IRON PIPECONSTRUCTION JOINTCLARIFIER OR CENTERLINECORRUGATED METAL PIPECONCRETE MASONRY UNITCLEAN-OUTCONCRETECROSS OVER PIPECLEAN AND PATCHCOUPLINGCUBIC FOOTCUBIC YARDCHECK VALVEDIGESTERDUCTILE IRON MECHANICAL JOINTDUCTILE IRON PIPEDISCHARGEDOUBLE PRESSURE CLEAN OUTDRAINEASTEACHEFFLUENT DISCHARGEEFFLUENTELBOWELEVATIONENGINEEREQUALEXISTINGFINISHED FLOORFINISH GRADEFINISH OR FINISHEDFLANGEDFLOORFIBER GLASSFIBER GLASS PIPEFEET OR FOOTFINISHED WATERGALLONGALVANIZEDGALVANIZED STEELGALLONS PER DAYGALLONS PER HOURGALLONS PER MINUTEGRADE OR GROUNDGATE VALVEHEIGHTHOSE BIBHIGH DENSITY POLYETHYLENEHYDRAULIC GRADE LINEHORIZONTALHORSEPOWERINSIDE DIAMETERINFLUENTINSULATEDINVERTIRRIGATIONISOLATION VALVEJUNCTION BOXJOINTKILOMETERKILOVOLTKILOWATTKILOWATT HOURLITER, LENGTH OR ANGLELINEAR FEETLONG RADIUSLIFT STATIONMAGNETICMAINTENANCEMANUFACTURERMAXIMUMMILLION GALLONS PER DAYMANHOLEMISCELLANEOUSMECHANICAL JOINTMOUNTEDNORTHNORMALLY CLOSEDNATIONAL ELECTRICAL MANUFACTURERS ASSOC.NATIONAL FIRE PROTECTION ASSOCIATIONNOT IN SERVICENORMALLY OPEN OR NUMBERNOMINAL PIPE SIZENOT TO SCALEON CENTEROUTSIDE DIAMETER OR OVERFLOW DRAINOR ENGINEERED APPROVED EQUALORIGINAL GROUNDOVERHEAD ELECTRIC UTILITYOPERATION 3
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FLOATING LES MARK AERATOR
CELL 1
CELL 2
CELL 3
CELL 4(WETLANDS)
CELL 5(NOT IN USE)
CELL 6(NOT IN USE)
INFLUENT FROM PINON
EFFL
UENT
MH 2/DIVERSION BOX
MH 2C
MH 1
6"
MH 2
MH 3
CL2 / SO2 CONTACT CHAMBER
DE CHLORINATIONGAS CHLORINATION
DISINFECTION
TO DISPOSAL
MH 2E
PERFORATEDCOLLECTIONPIPE
PERFORATEDCOLLECTION
PIPE
LEVELCONTROLVAULT # 1
LEVELCONTROLVAULT # 2
PHARSHALLFLUME
MH 2D
EXISTING 6"PHARSHALLFLUME
MH 2BMH 2A
EXISTINGMANUAL BARSCREEN AND
GRIT CHAMBERINFLUENT FROMHOSPITAL
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WASTEWATERWATERREUSE EFFLUENT
SUCTION TYPE COMPOSITE SAMPLER
PARSHALL FLUME/ULTRASONICFLOW METER
MANUAL BARSCREEN
MECHANICAL BARSCREEN
ASPIRATING AERATOR
WEIR
TO BE DEMOLISHED/REMOVED/ABANDONED IN PLACE
SLUICE GATE
SLIDE GATE/STOP GATE
MOTORIZED SEDIMENT TRAP
SUBMERSIBLE PUMP
TANKSEXISTING SYSTEM
SANITARY SEWER MANHOLE
JUNCTION BOX
VALVE
CHECK VALVE
PIN
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UPG
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LA 5 MARK AERATOR (EXISTING)
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00 60' 120'
6" PARSHALL FLUME
INTER-POND PIPING 1
EXIST. GRIT CHAMBER & BAR SCREEN
INTER-POND PIPING 3
MANHOLE 2 INFLUENTINLET INV: 6295.80
OUTLET INV: 6295.78RIM ELEVATION: 6302.24
CELL 4 OUTLET PIPE
INTER-POND PIPING 2
EXISTINGLAS MARK 3AERATOR
EXISTINGAERATION CELL #1WATER SURFACE: 6299.5
EXISTINGAERATION CELL #2WATER SURFACE: 6298.9
EXISTINGAERATION CELL #3WATER SURFACE: 6299.2
CONSTRUCTEDWETLANDS CELL #4C
WATER SURFACE: 6294.8
CELL #4BNOT IN USE
CELL #4ANOT IN USE
EXISTING PERFORATEDCOLLECTION PIPENOTE 1 THIS SHEET
CHLORINE / SO² CONTACT CHAMBER
LEVEL CONTROL VAULT #1
LEVEL CONTROL VAULT #2
EXISTINGLAS MARK 3
AERATOR(NOT IN USE)
EXISTINGLAS MARK 3AERATOR
BUILD NOTES1 CONSTRUCTION STAKING: CONTRACTOR TO PERFORM ALL NECESSARY
SURVEYING AND CONSTRUCTION STAKING INCLUDING FINAL AS-BUILTPREPARATION, COMPLETE. SEE SPECIFICATION 01 78 39.
2 NPDES PERMITTING: IF NECESSARY, CONTRACTOR SHALL PREPARE ANDIMPLEMENT A SWPPP TO INCLUDE SILT FENCING (3-FEET HIGH WITH 5-FEETSTEEL POSTS AT 10-FEET O.C.) AND ALL BEST MANAGEMENT PRACTICES ASREQUIRED. SEE GENERAL NOTES AND SPECIFICATION SECTION 01 57 23,COMPLETE AND IN PLACE.
3 CLEAR & GRUB SITE AS NECESSARY FOR WORK INCLUDING REMOVAL OFNATURAL AND MANMADE OBJECTIONABLE MATERIALS FROM THE PROJECTSITE. PURSUANT TO STD. SPEC. 201, COMPLETE.
SURVEY NOTESBASIS OF LOCAL PROJECTION: TRANSVERSE MERCATOR PROJECTION
ALL DISTANCE DIMENSIONS US SURVEY FEET.LATITUDE : 36° 04' 58.80000" NLONGITUDE: 110° 13' 33.60000" W NAD_83(2011)FALSE NORTHING : 50000.00000sftFALSE EASTING : 50000.00000sftSCALE FACTOR : 1.00029900
BASIS OF ELEVATION : NAVD88 AS PREDICTED BY GEOID12A (CONUS)
1/2"ØX4" (MIN) STAINLESSSTEEL STUD EPOXYANCHOR ≈ TYP OF 2
@ 6" O/C EACH ANGLE
ALUMINUM 4"X3"X1/4"X1'-0"ANGLE W/LONG LEGTO FACE OF WALL ≈
TYP EACH SIDE OF POST
GUARDRAIL CONNECTION SECTIONNOT TO SCALE
2"
A
NOT TO SCALETYPICAL GUARDRAIL ELEVATION
3/8" X 4" ALUMKICK PLATE TYPALL GUARDRAILS ≈SEE NOTE 2
1/4" STAINLESS STEELCHAIN W/ CLIPS AND
EYEBOLTS
GUARDRAIL ≈ TYPICALSEE STS 05 53 13
3'-6
"
1
FASTEN TO ONE POST. WITH STAINLESSSTEEL EYE BOLT. THE OTHER END OF THE
CHAIN SHALL BE FASTENED TO ANOTHERPOST BY A 2-1/2" HEAVY DUTY CADMIUM
PLATED HARNESS STRAP ENGAGING ASIMILAR EYEBOLT
NOTE:1 EXCEPT AS SPECIFICALLY SHOWN
OTHERWISE, GUARDRAILS SHALL BEATTACHED TO THE SIDE OF CONCRETEMEMBERS AS SHOWN IN DETAIL A THISSHEET. GUARDRAILS EMBEDDED INCONCRETE MEMBERS ARE NOT ALLOWEDEXCEPT WHERE SHOWN ON THESTRUCTURAL DRAWINGS.
2 KICK PLATE IS NOT REQUIRED WHERE TOPOF FRAMING FOR GRATING IS 4 INCHESABOVE TOP OF GRATING.
3 MATERIAL - ALUMINUM ALLOY 6063-T6,CLEAR SATIN ANODIZED FINISH ALLEXPOSED SURFACES (O.4 MIL THICKNESSFOR ALL CAST COMPONENTS , 0.7 MILTHICKNESS FOR EXTRUDED COMPONENTS).
4 CONNECTIONS - COPE MEMBERS ANDCONTINUOUSLY WELD OR CONNECTMECHANICALLY AT ALL JUNCTIONS TOPROVIDE FINISHED APPEARANCE SIMILARTO WELDED SYSTEM. GRIND ALL WELDSSMOOTH TO MATCH FINISH OF ADJACENTMEMBERS.
18"
18"
18"
AA
NOT TO SCALEFLOOR SLAB EARTHWORK DETAIL3
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CELL #4B
CELL #4A
CELL #4C
CELL #3
CELL #1
CELL #2
AERATION CONTROLPANEL, SEEELECTRICAL
AERATION SYSTEMUPGRADES, SEE SHEET 8
AERATION AREA GENERATOR2 1' = 10' SCALE
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DISINFECTION/GENERATOR LAYOUT1 1' = 10' SCALE
6 ALUMINUM HANDRAIL: FURNISH AND INSTALL ALUMINUM HAND RAILING ONEXTERIOR WALLS OF CHLORINE CONTACT TANK, SEE SHEET 6 COMPLETE AND INPLACE.
7 CLEAR & GRUB SITE AS NECESSARY FOR WORK INCLUDING REMOVAL OFNATURAL AND MANMADE OBJECTIONABLE MATERIALS FROM THE PROJECT SITE.PURSUANT TO STD. SPEC. 201, COMPLETE.
8 BOLLARDS: FURNISH AND INSTALL STATIONARY BOLLARDS PER DETAILS ONSHEET 6, COMPLETE.
9 FENCE: FURNISH AND INSTALL 6-FT HIGH CHAINLINK FENCE WITH 3-STRING BARBWIRE PER STD. SPEC 420. COMPLETE AND IN PLACE.
10 CHAIN LINK DRIVE GATE: FURNISH AND INSTALL 12 FT. DOUBLE LEAF DRIVE GATEWITH 3-STRING BARB WIRE PER STD. SPEC 420 AND STD. DWG. 160, COMPLETEAND IN PLACE.
11 REMOVE AND DISPOSE OF EXISTING AERATION EQUIPMENT, COMPLETE.
12 REMOVE AND DISPOSE OF EXISTING FENCING AND GATES, COMPLETE.
11
11
11
11
3' WIDE OPENING INHANDRAILS. OPENINGS SHALL
HAVE 3 STRANDS OF SSCHAINS PER DETAILS, SHEET 6.
6 7
NEW GENERATOR, SEEELECTRICAL AND STRUCTURAL
SHEETS.
75321
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10
8' HIGH WALL WITH3-STRAND BARB WIRE.EAST AND SOUTHWALLS.
REMOVE AND DISPOSEENTIRE SOUTH FACINGFENCE.REPLACE WITH NEW FENCE.
12
7 9
9 127
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8
NEW GENERATOR, SEEELECTRICAL AND
STRUCTURALSHEETS.
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8' HIGH WALL WITH3-STRAND BARB WIRE,
WEST WALL.
ABANDONED SAS LINE.
NEW TRANSFORMER, SEEELECTRICAL AND STRUCTURALSHEETS. 75321
4
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FF:6307
FF:6299
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Sui
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lbuq
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M 8
7110
Phon
e: (5
05) 8
84-0
700
Fax:
(505
) 884
-237
6
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1 INSTALL 15 HP AIRO-02 ASPIRATING AERATOR BY AERATION INDUSTRIESINTERNATIONAL, LLC, COMPLETE IN PLACE AND OPERATING. INCLUDESAERATORS, ELECTRICAL CABLES, AND CONTROL PANELS SUPPLIED BY NTUA, ETC,COMPLETE IN PLACE AND OPERATING.
2 FURNISH AND INSTALL MOORING POSTS, CABLES, AND CONNECTIONS AS SHOWN INDETAILS.
3 CLEAR & GRUB SITE AS NECESSARY FOR WORK INCLUDING REMOVAL OF NATURALAND MANMADE OBJECTIONABLE MATERIALS FROM THE PROJECT SITE. PURSUANTTO STD. SPEC. 201, COMPLETE.
4 INSTALL 25 HP AIRO-02 ASPIRATING AERATOR BY AERATION INDUSTRIESINTERNATIONAL, LLC, COMPLETE IN PLACE AND OPERATING. INCLUDESAERATORS, ELECTRICAL CABLES, AND CONTROL PANELS SUPPLIED BY NTUA, ETC,COMPLETE IN PLACE AND OPERATING.
BUILD NOTES
2
2
ROW 1
ROW 2
ROW 3
ROW 4 ROW 7
ROW 6
ROW 5
1
1
1
1
1
1
1
2
2
CELL 2CELL 1
2
2
2
2
2
2
2
102'-4"'
99'-8"'113'-6"'
118'-6"'
108''
102'-6"'
108'-2"'
114'-3"'
148'
-5"'
186'
-3"'
4
2
2
2
3
3
3
SHALL MEET ALL THE REQUIREMENTS OF THE CURRENT ISSUE OF THE ACI MANUAL OFCONCRETE PRACTICE, WITH TYPE I-II CEMENT. MINIMUM 28 DAY STRENGTH, 3000 PSI,EXCEPT AS FOLLOWS:
FOUNDATIONS, GRADE BEAMS, OR ANY OTHER CONCRETEIN CONTACT WITH EARTH.............................................3000 PSI (MAX W/C = 0.45)
CAST IN PLACE SLABS NOT ON GRADE.......................................................4000 PSI
MAXIMUM SLUMP:FOR ALL CONCRETE......................................................................................5"
CONTRACTOR SHALL SUBMIT FOR APPROVAL CONCRETE MIX DESIGNS FOR EACH CLASS OFCONCRETE. THE MIX SUBMITTAL SHALL INDICATE WHICH OF THE FOLLOWING ACI 318METHODS THE CONCRETE SUPPLIER ALONG WITH HIS TESTING LAB INTENDS TO USE FORCONCRETE PROPORTIONING - THE FIELD EXPERIENCE METHOD, THE LABORATORY TRIALMIXTURE METHOD OR A COMBINATION OR BOTH. IF CONSECUTIVE TESTS (15 TO 30) AREBEING RELIED UPON PER ACI 318, SECTION 5.3 THOSE TESTS SHALL BE SUBMITTED ALONGWITH THE MIX DESIGNS. MIX DESIGNS SHALL BEAR THE STAMP OF AN ENGINEER LICENSEDIN THE STATE OF ARIZONA.
NO ADMIXTURES SHALL BE USED WITHOUT APPROVAL. NO AIR ENTRAINMENT SHALL BEALLOWED IN FLAT SLABS. ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED.CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINUM. MECHANICALLY VIBRATE ALLCONCRETE WHEN PLACED. EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLYAROUND EMBEDDED ITEMS. DO NOT TAMP SLABS. USE ROLLER BUG, VIBRATING SCREEDOR BULL FLOAT TO FINISH. SEE SPECIFICATIONS FOR CURING.
MINIMUM STRENGTH FOR REMOVAL OF FORMS AND SHORING SHALL BE 75% OF SPECIFIEDSTRENGTH AT 28 DAYS.
FLY ASH (POZZOLAN) IF PERMITTED PER SPECIFICATIONS SHALL NOT EXCEED 25%REPLACEMENT OF TOTAL CEMENT CONTENT USING A 1:1 REPLACEMENT FACTOR.
BLOCK UNITS: GRADE N-1, RUNNING BOND. PRISM STRENGTH = 1500 PSI. MORTAR TYPES, 1800 PSI. GROUT 2000 PSI. ALL CONSTRUCTION BELOW GRADE OR IN CONTACT WITHSOIL SHALL USE TYPE I-II CEMENT FOR MASONRY UNITS, GROUT AND MORTAR, OTHERCONDITIONS MAY BE TYPE II CEMENT. NO POZZOLAN WILL BE PERMITTED IN MORTAR.
MECHANICALLY VIBRATE GROUT IN VERTICAL CELLS IMMEDIATELY AFTER POURING ANDAGAIN ABOUT 5 MINUTES LATER. MAXIMUM GROUT LIFT WITHOUT CLEANOUTS 5'-0".STAY EACH END OF EACH VERTICAL REBAR USING SINGLE WIRE AND LOOP TYPE TIES.MAXIMUM VERTICAL SPACING OF TIES 8'-0".
MASONRY WALLS TO BE PARTIALLY GROUTED, GROUT REQUIRED: IN CELLS WITHREINFORCING, BOND BEAMS, LINTELS, AROUND EMBEDS AND OTHER LOCATIONSSPECIFICALLY CALLED FOR ON PLANS.
8" WALL VERTICAL REINFORCING: LOCATE REINFORCING IN CENTER OF GROUT, ATCENTER OF WALL, CONTINUOUS FULL HEIGHT OF WALL AS FOLLOWS:
(1) #5 AT ALL CORNERS, INTERSECTIONS, WALL ENDS, JAMBS, AND EACH SIDE OFEXPANSION OR CONTROL JOINTS.
(1) #5 AT 24" O.C. ELSEWHERE, U.N.O.
HORIZONTAL REINFORCING: (1) #5 IN MINIMUM 8" DEEP GROUTED CONTINUOUS BONDBEAM AT FLOOR LINES AND TOP OF WALL. HORIZONTAL REINFORCING SHALL BECONTINUOUS UNLESS NOTED OTHERWISE ON PLANS. GROUT BARRIER BELOW BONDBEAMS SHALL BE CONTINUOUS WIRE LATH. PROVIDE LADDER TYPE #9 JOINT REINFORCINGAT 16" O.C.
WALLS NOTED ON PLANS AS "SOLID GROUTED" SHALL HAVE (1) #5 HORIZONTALREINFORCING IN BOND BEAM AT 40" MAXIMUM, AND PROVIDE (1) #5 IN BOND BEAM ATFLOOR, AND TOP OF WALLS.
WEDGE AND SLEEVE TYPE ANCHORS SHALL NOT BE PERMITTED IN MASONRYCONSTRUCTION WITHOUT PRODUCT ICC REPORT AND PREAPPROVAL.
MASONRY REINFORCING SHOP DRAWINGS SHALL BE PROVIDED TO ENGINEER FORAPPROVAL PRIOR TO FABRICATION.
LATEST ACI CODE AND DETAILING MANUAL APPLY. ALL REINFORCING BARS DEFORMEDEXCEPT #2 BARS AND WIRE MESH.
ALL REINFORCING SHALL BE ASTM A-615 GRADE 60 EXCEPT AS FOLLOWS:
SPIRALS.............................................................GRADE 60 OR COLD DRAWN A-82#2 AND #3 BARS................................................................................GRADE 40WIRE MESH...........................................................................................A-185WELDED ANCHORS..................................................GRADE 40 CHEMICAL ANALYSISLIMITED PER AWS SPECIFICATIONS FOR WELD WITHOUT PREHEAT.WELDED ANCHORS #5 AND LARGER.....................................................ASTM A-706
CLEAR CONCRETE COVER TO REINFORCING ARE AS FOLLOWS:
CAST-IN-PLACE CONCRETE (NONPRESTRESSED):
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.........................................3"
EXPOSED TO EARTH OR WEATHER:#6 THROUGH #18........................................................................................2"#5 AND SMALLER....................................................................................1 1/2"
NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:SLABS, WALLS: #11 AND SMALLER..............................................................1 1/2"
FOR TYPICAL BAR BENDS, SEE DETAIL 2/11.
LAP SPLICES IN MASONRY SHALL BE PER DETAIL 1/11.
LAP SPLICES IN CONCRETE SHALL BE CLASS B TENSION LAPS, 70 BAR Ø MIN.
WHERE BARS ARE SHOWN SPLICED, THEY MAY RUN CONTINUOUS AT CONTRACTOR'SOPTION.
PROVIDE SHOP DRAWINGS AND FABRICATE AFTER THE CONTRACTORS REVIEW. ALL SPLICELOCATIONS ARE SUBJECT TO APPROVAL. PLACE REBAR PER CRSI STANDARDS.
REBAR SPACING GIVEN IS MAXIMUM ON CENTER AND ALL REBAR IS CONTINUOUS UNLESSOTHERWISE NOTED. PROVIDE BENT CORNER REBAR TO MATCH AND LAP WITH HORIZONTALREBARS AT CORNERS AND INTERSECTIONS OF WALLS. DOWEL ALL VERTICAL WALL REBARTO FOUNDATIONS. SECURELY TIE ALL REBAR, INCLUDING DOWELS, IN LOCATION BEFOREPLACING CONCRETE OR GROUT.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL STRUCTURAL WORK FORCONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY STRUCTURAL CONSTRUCTIONOBSERVATION PROVIDED BY OTHERS DOES NOT RELIEVE HIM OF THIS RESPONSIBILITY. ANYSTRUCTURAL DEVIATIONS FROM THE CONTRACT DOCUMENTS THAT ARE FOUND AT ALATER DATE AND ARE DECLARED TO BE SIGNIFICANT BY THE STRUCTURAL ENGINEERSHALL BE CORRECTED BY THE CONTRACTOR WITH ALL DISPATCH.
THE STRUCTURAL CONSTRUCTION OBSERVER IS NOT AUTHORIZED TO DIRECT OR APPROVEANY CHANGES FROM THE CONTRACT DOCUMENTS. IF THE CONTRACTOR WISHES TOQUESTION THE STRUCTURAL CONSTRUCTION OBSERVER'S INTERPRETATION OF THECONTRACT DOCUMENTS, HE MAY DO SO DIRECTLY WITH THE ARCHITECT OR THESTRUCTURAL ENGINEER.
THE STRUCTURAL CONSTRUCTION OBSERVER IS NOT AUTHORIZED TO STOP OR DELAYWORK IF THE CONTRACTOR ELECTS TO CONTINUE WITH A CERTAIN WORK AFTER BEINGNOTIFIED BY THE STRUCTURAL CONSTRUCTION OBSERVER THAT SUCH WORK ISUNACCEPTABLE, HE DOES SO AT HIS OWN RESPONSIBILITY AND RISKS CORRECTING THEWORK AT A LESS OPPORTUNE TIME.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE FACILITIES FOR THESTRUCTURAL CONSTRUCTION OBSERVER, TO ALLOW HIM TO PERFORM HIS WORK SAFELYAND EFFICIENTLY.
PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOIDEXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURINGCONSTRUCTION. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL,ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS ANDSUBCONTRACTORS PRIOR TO CONSTRUCTION.
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOTBE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES ORPROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THEWORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANYOTHER PERSONS PERFORMING ANY OF THE WORK IN ACCORDANCE WITH THE CONTRACTDOCUMENTS.
FOR CONNECTIONS, SEE DETAILS.
THE FOLLOWING IS A LIST OF THE APPROVED RETROFIT EPOXIES/ADHESIVES ANDANCHORS. THESE ARE 2012 IBC COMPLIANT WITH CURRENT ICC REPORTS. AT THECONTRACTORS OPTION ALTERNATIVE ANCHOR AND EPOXY ICC REPORTS MAY BESUBMITTED FOR REVIEW PROVIDED THE REPORT IS 2012 IBC COMPLIANT AND IN A CASE INWHICH IT IS BEING USED IN CONCRETE THE REPORT COVERS CRACKED CONCRETE. THISLIST IS FOR REFERENCE ONLY AND IS NOT INTENDED TO BE USED PRIOR TO THE EORAPPROVAL. EACH CONDITION WILL NEED TO BE REVIEWED AND DIRECTION GIVEN BASED ONCONCRETE STRENGTH, EDGE DISTANCE, ETC.
EXPANSION BOLTS FOR USE IN MASONRY SHALL BE HILTI KWIK BOLT 3 ANCHOR PERCURRENT ICC ESR-1385. MASONRY CELLS SHALL BE SOLID GROUTED WITHIN 12" OFANCHOR.
EXPANSION BOLTS FOR USE IN CONCRETE SHALL BE HILTI KWIK BOLT-TZ EXPANSIONANCHOR PER CURRENT ICC ESR-1917 OR HILTI HSL-3 HEAVY DUTY SLEEVE ANCHOR PERCURRENT ICC ESR-1545.
ADHESIVE ANCHORS FOR USE IN MASONRY SHALL BE HILTI HIT HY-150 MAX ADHESIVE PERCURRENT ICC ESR-1967. MASONRY CELLS SHALL BE SOLID GROUTED WITHIN 12" OFANCHOR.
ADHESIVE ANCHORS FOR USE IN CONCRETE SHALL BE HILTI HIT-RE 500-SD EPOXY PERCURRENT ICC ESR-2322.
COST OF ADDITIONAL FIELD AND OFFICE WORK NECESSITATED BY REQUEST BY THECONTRACTOR FOR AN OPTION OR DUE TO ERRORS OR OMISSIONS IN CONSTRUCTION SHALLBE BORNE BY THE CONTRACTOR. OPTIONS ARE FOR CONTRACTORS CONVENIENCE. HESHALL BE RESPONSIBLE FOR ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HESHALL COORDINATE ALL DETAILS.
ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEARTHE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF ARIZONA.
UNLESS OTHERWISE NOTED, DETAILS ON STRUCTURAL DRAWINGS ARE TYPICAL ASINDICATED BY CUTS, REFERENCES OR TITLES.
VERIFY ALL DIMENSIONS WITH DRAWINGS FROM OTHER DISCIPLINES.
CONTRACTOR SHALL VERIFY IN FIELD ALL EXISTING CONDITIONS SHOWN ON DRAWINGS.
ALL CONSTRUCTION MEETING OR CROSSING EXPANSION OR SHRINKAGE CONTROL JOINTS INFLOORS OR ROOFS MUST HAVE PROVISIONS TO ACCOMMODATE MOVEMENT OR MUST BEDELAYED UNTIL THE JOINT IS CLOSED.
DRYPACK SHALL BE ONE PART CEMENT AND 2 1/2 PARTS SAND WITH JUST ENOUGH WATERTO HYDRATE CEMENT AND FORM A BALL SHOWING MOISTURE ON THE SURFACE WHENSQUEEZED. IT SHALL BE RAMMED IN TIGHT TO MAXIMUM DENSITY ATTAINABLE. MINIMUM28 DAY STRENGTH TO BE 5000 PSI.
IN LIEU OF DRYPACK, GROUT SHALL BE NON-SHRINK, NON-METALLIC; U.S. GROUT CORP.FIVE STAR GROUT; ASTM C-827, C-191, AND C-109 OR PRIOR APPROVED EQUAL, MIXEDAND INSTALLED PER MANUFACTURER'S RECOMMENDATION, MINIMUM COMPRESSIVESTRENGTH 5000 PSI IN 7 DAYS.
PER SECTION 1704 OF THE INTERNATIONAL BUILDING CODE, SPECIAL INSPECTION ISREQUIRED FOR THE FOLLOWING ITEMS:
1. CONCRETE AND REINFORCEMENT.
2. ANCHOR BOLTS.
3. EXPANSION ANCHORS AND ADHESIVE ANCHORS.
4. EARTHWORK.
5. MASONRY.
APPLY UNLESS NOTED ON STRUCTURAL DRAWINGS. IN CASE OF CONFLICTBETWEEN GSN, DETAILS AND PLANS, THE GREATER REQUIREMENTS
DESIGN WIND PRESSURE FOR MWFRS:ZONE A = 24.8 PSFZONE C = 16.6 PSF
THERMAL FACTOR: Ct=1.0
DEAD LOADS: 20 PSF
LIVE LOADS: 20 PSF
ELECTRICAL LOADS: SEE ELECTRICAL DRAWINGS. VERIFY ANY LOADS SHOWN ONSTRUCTURAL DRAWINGS WITH ELECTRICAL DRAWINGS.
BELOW GRADE FOUNDATIONS SHALL BEAR ON A MINIMUM OF THREE (3) FEET OFGRANULAR NON-EXPANSIVE ENGINEERED FILL UNDERLAIN BY A REINFORCING GEOGRID.
SLABS SHOULD BEAR ON THREE (3) FEET OF NON-EXPANSIVE LOW PERMEABILITYENGINEERED FILL.
FILL MATERIALS ARE TO CONFORM TO GRADATION AS SPECIFIED IN STS 31 20 00,EARTHWORK.
ENGINEERED FILL OR OTHER APPROVED GRANULAR SOILS SHOULD BE PLACED IN AMAXIMUM LIFT NOT TO EXCEED 8". MATERIAL IS TO BE COMPACTED TO 95% ASTM D698PER STS 31 20 00, EARTHWORK.
THE GEOGRID SHOULD BE PER STS 31 0519, GEOGRID FOR EARTHWORK.
ALL EARTHWORK, FOOTING DEPTHS, AND EXCAVATIONS FOR FOUNDATIONS SHALL BEINSPECTED BY THE ENGINEER TO VERIFY ASSUMED ALLOWABLE SOIL BEARING ANDLOW SETTLEMENT AND SWELL POTENTIAL, AND TO MAKE ANY ADDITIONALRECOMMENDATIONS.
JOB NO:
SHEET NO:
DATE:
REV
ISIO
N D
ESC
RIP
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N1 NO
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3 2
DAT
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5 422
01 S
an P
edro
Dr.
NE
Bui
ldin
g 4,
Sui
te 2
00A
lbuq
uerq
ue, N
M 8
7110
Phon
e: (5
05) 8
84-0
700
Fax:
(505
) 884
-237
6
SOLU
TIO
NS
FOR
TO
DA
Y...
VISI
ON
FO
R T
OM
OR
RO
WR
eg
iste
r ed
Pr of e ss ional Engineer (C
ivil)
CERT IFICA T E NO
.
A RIZO NA , U.S.A .
60567DOUGLAS B.
REEVES
Da
t e S i g n e d . . . . . . .
..
.
Ex pir e s . . . . . . . . . .
04-04-16
12-31-18
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STRUCT-PLAN-A
2'-8
"5'
-0"
5'-0
"2'
-0"
16'-0
"
26'-8"
6'-2" 17'-2" 3'-4"
4'-8
"5'
-2"
6'-2
"
7
11
1
7
11
7
11
6
11
2
2
2
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
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3
3
3
5
8
11
NOTES:1. SEE DETAILS 4/11 AND 5/11 FOR
LOCATIONS WHERE PIPES ORCONDUITS PASS UNDER THEFOOTINGS.
4
4
3
4"
7
6
7
8"8"
1. CONCRETE GENERATOR PAD, SEEDETAIL 6/11.
2. 4" CONCRETE SLAB WITH #4 BARSAT 18"O.C., E.W.
3. 8" CMU WALL, 8'-0" HIGH WITH (3)STRAND BARBED WIRE ALONG THETOP OF WALL, SEE DETAIL 7/11.
4. GATE, SEE DETAIL 9/11 FORADDITIONAL INFORMATION.
5. C.J. INDICATES LOCATION OFCONSTRUCTION JOINT IN SLAB, SEEDETAIL 3/11.
6. 8" WIDE TURN DOWN SLAB EDGEALONG GATE OPENING, SEE 8/11.
7. WIDEN TURN DOWN SLAB EDGE ATGATE POSTS TO 18" SQUARE, SEEDETAIL 9/11.
STRUCT-PLAN-B
1. CONCRETE GENERATOR PAD, SEEDETAIL 6/11.
2. 4" CONCRETE SLAB WITH #4 BARSAT 18"O.C., E.W.
3. 8" CMU WALL, 8'-0" HIGH WITH (3)STRAND BARBED WIRE ALONG THETOP OF WALL, SEE DETAIL 7/11.
4. GATE, SEE DETAIL 9/11 FORADDITIONAL INFORMATION.
5. C.J. INDICATES LOCATION OFCONSTRUCTION JOINT IN SLAB, SEEDETAIL 3/11.
6. 8" WIDE TURN DOWN SLAB EDGEALONG GATE OPENING, SEE 8/11.
7. WIDEN TURN DOWN SLAB EDGE ATGATE POSTS TO 18" SQUARE, SEEDETAIL 9/11.
5'-0
"5'
-0"
2'-0
"
1
7
11
6
112
2
C.J.
3
5
18'-8"
14'-0
"
8"
6'-2
"4'
-2"
3'-8
"
4'-2" 11'-4" 3'-2"
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
2
3
3
7
11
7
11
8
11 NOTES:1. SEE DETAILS 4/11 AND 5/11 FOR
LOCATIONS WHERE PIPES ORCONDUITS PASS UNDER THEFOOTINGS.
4
4
3
4"
7
6
7
8"8"
CONTROL-PANEL
1. LINE OF CONTROL PANEL, SEEELECTRICAL DRAWINGS FORADDITIONAL INFORMATION.
2. 4" CONCRETE CONTROL PANEL PADWITH #4 BARS AT 18"O.C., E.W.WITH ENDS HOOKED INTOTHICKENED EDGES, TYP.
3. 8"x8" THICKENED EDGES TYP. ALLAROUND PAD.
4. FINISHED GRADE, SEE CIVIL.
5'-4"
4'-2
"
PLAN VIEW
SECTION "X-X"
4"8"
8" 8"
"X" "X"
COORDINATE WITH PANEL SIZE
COO
RDIN
ATE
WIT
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AN
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IZE
1
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2
3
4
TRANSFORMER-PAD
1. LINE OF TRANSFORMER, SEEELECTRICAL DRAWINGS FORADDITIONAL INFORMATION.
FULL CUTOFF WALL MOUNTED LUMINAIRE WITH A FULLY GASKETED TWO-PIECE DIE-CAST ALUMINUM HOUSING FINISHED WITH A BRONZE POLYESTER POWDER COAT. EPDM GASKETED SEALED IMPACT-RESISTANT GLASS LENS UL APPROVED FOR WET LOCATIONS.
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29W LED 3000K
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NTS
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PROJECT LOCATION
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FLOWMETER
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FM
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MH
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MANHOLE
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EXISTING OVERHEAD ELECTRIC
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OHE
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UNDERGROUND UTILITY CONDUIT
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UNDERGROUND CONDUIT DUCTBANK
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EXPOSED CONDUIT
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FUSE
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MOTOR STARTER
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TRANSFORMER
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CURRENT TRANSFORMER
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1
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MOTOR (20 DENOTES MOTOR HORSEPOWER)
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20
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EXISTING UNDERGROUND ELECTRIC
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EXISTING WATER
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CHAIN-LINK FENCE
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EXISTING SEWER
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SAS
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JUNCTION BOX
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J
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120V, 20A DUPLEX RECEPTACLE
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LIGHT
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METER
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M
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DISCONNECT SWITCH
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MAIN LUG ONLY
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MLO
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CIRCUIT BREAKER
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EARTH GROUND CONNECTION
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OVERLOAD (ELECTRONIC TYPE)
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GROUND BUS
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NEUTRAL BUS
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G
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N
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AUTOMATIC TRANSFER SWITCH
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TYPICAL DETAILS APPLY IN ALL CASES WHETHER SPECIFICALLY REFERRED TO OR NOT.
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REFER TO SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS.
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REFER TO OTHER PLANS FOR EXACT LOCATION OF EQUIPMENT AND ARCHITECTURAL TO OTHER PLANS FOR EXACT LOCATION OF EQUIPMENT AND ARCHITECTURAL TO OTHER PLANS FOR EXACT LOCATION OF EQUIPMENT AND ARCHITECTURAL OTHER PLANS FOR EXACT LOCATION OF EQUIPMENT AND ARCHITECTURAL OTHER PLANS FOR EXACT LOCATION OF EQUIPMENT AND ARCHITECTURAL PLANS FOR EXACT LOCATION OF EQUIPMENT AND ARCHITECTURAL PLANS FOR EXACT LOCATION OF EQUIPMENT AND ARCHITECTURAL FOR EXACT LOCATION OF EQUIPMENT AND ARCHITECTURAL FOR EXACT LOCATION OF EQUIPMENT AND ARCHITECTURAL EXACT LOCATION OF EQUIPMENT AND ARCHITECTURAL EXACT LOCATION OF EQUIPMENT AND ARCHITECTURAL LOCATION OF EQUIPMENT AND ARCHITECTURAL LOCATION OF EQUIPMENT AND ARCHITECTURAL OF EQUIPMENT AND ARCHITECTURAL OF EQUIPMENT AND ARCHITECTURAL EQUIPMENT AND ARCHITECTURAL EQUIPMENT AND ARCHITECTURAL AND ARCHITECTURAL AND ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL FEATURES.
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LEAVE THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE ALL DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE DEBRIS, EMPTY CARTONS, TOOLS, CONDUIT, WIRE EMPTY CARTONS, TOOLS, CONDUIT, WIRE EMPTY CARTONS, TOOLS, CONDUIT, WIRE CARTONS, TOOLS, CONDUIT, WIRE CARTONS, TOOLS, CONDUIT, WIRE TOOLS, CONDUIT, WIRE TOOLS, CONDUIT, WIRE CONDUIT, WIRE CONDUIT, WIRE WIRE WIRE SCRAPS AND ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK AND ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK AND ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK ALL MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK MISCELLANEOUS SPARE EQUIPMENT AND MATERIALS USED IN THE WORK SPARE EQUIPMENT AND MATERIALS USED IN THE WORK SPARE EQUIPMENT AND MATERIALS USED IN THE WORK EQUIPMENT AND MATERIALS USED IN THE WORK EQUIPMENT AND MATERIALS USED IN THE WORK AND MATERIALS USED IN THE WORK AND MATERIALS USED IN THE WORK MATERIALS USED IN THE WORK MATERIALS USED IN THE WORK USED IN THE WORK USED IN THE WORK IN THE WORK IN THE WORK THE WORK THE WORK WORK WORK DURING CONSTRUCTION. ALL COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN CONSTRUCTION. ALL COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN CONSTRUCTION. ALL COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN ALL COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN ALL COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN SHALL BE FREE OF DUST, GRIT AND FOREIGN SHALL BE FREE OF DUST, GRIT AND FOREIGN BE FREE OF DUST, GRIT AND FOREIGN BE FREE OF DUST, GRIT AND FOREIGN FREE OF DUST, GRIT AND FOREIGN FREE OF DUST, GRIT AND FOREIGN OF DUST, GRIT AND FOREIGN OF DUST, GRIT AND FOREIGN DUST, GRIT AND FOREIGN DUST, GRIT AND FOREIGN GRIT AND FOREIGN GRIT AND FOREIGN AND FOREIGN AND FOREIGN FOREIGN FOREIGN MATERIALS, LEFT AS NEW BEFORE FINAL ACCEPTANCE OF WORK.
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PROTECT ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT AND EQUIPMENT INSTALLED UNDER THIS CONTRACT AND EQUIPMENT INSTALLED UNDER THIS CONTRACT EQUIPMENT INSTALLED UNDER THIS CONTRACT EQUIPMENT INSTALLED UNDER THIS CONTRACT INSTALLED UNDER THIS CONTRACT INSTALLED UNDER THIS CONTRACT UNDER THIS CONTRACT UNDER THIS CONTRACT THIS CONTRACT THIS CONTRACT CONTRACT CONTRACT AGAINST DAMAGE BY OTHER TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. DAMAGE BY OTHER TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. DAMAGE BY OTHER TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. BY OTHER TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. BY OTHER TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. OTHER TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. OTHER TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. TRADES, WEATHER CONDITIONS OR ANY OTHER CAUSES. WEATHER CONDITIONS OR ANY OTHER CAUSES. WEATHER CONDITIONS OR ANY OTHER CAUSES. CONDITIONS OR ANY OTHER CAUSES. CONDITIONS OR ANY OTHER CAUSES. OR ANY OTHER CAUSES. OR ANY OTHER CAUSES. ANY OTHER CAUSES. ANY OTHER CAUSES. OTHER CAUSES. OTHER CAUSES. CAUSES. CAUSES. EQUIPMENT FOUND DAMAGED OR IN OTHER THAN NEW CONDITION WILL BE REJECTED AS FOUND DAMAGED OR IN OTHER THAN NEW CONDITION WILL BE REJECTED AS FOUND DAMAGED OR IN OTHER THAN NEW CONDITION WILL BE REJECTED AS DAMAGED OR IN OTHER THAN NEW CONDITION WILL BE REJECTED AS DAMAGED OR IN OTHER THAN NEW CONDITION WILL BE REJECTED AS OR IN OTHER THAN NEW CONDITION WILL BE REJECTED AS OR IN OTHER THAN NEW CONDITION WILL BE REJECTED AS IN OTHER THAN NEW CONDITION WILL BE REJECTED AS IN OTHER THAN NEW CONDITION WILL BE REJECTED AS OTHER THAN NEW CONDITION WILL BE REJECTED AS OTHER THAN NEW CONDITION WILL BE REJECTED AS THAN NEW CONDITION WILL BE REJECTED AS THAN NEW CONDITION WILL BE REJECTED AS NEW CONDITION WILL BE REJECTED AS NEW CONDITION WILL BE REJECTED AS CONDITION WILL BE REJECTED AS CONDITION WILL BE REJECTED AS WILL BE REJECTED AS WILL BE REJECTED AS BE REJECTED AS BE REJECTED AS REJECTED AS REJECTED AS AS AS DEFECTIVE.
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ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN MATERIALS SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN MATERIALS SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN SHALL BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN BE NEW AND OF THE BEST QUALITY, MANUFACTURED IN NEW AND OF THE BEST QUALITY, MANUFACTURED IN NEW AND OF THE BEST QUALITY, MANUFACTURED IN AND OF THE BEST QUALITY, MANUFACTURED IN AND OF THE BEST QUALITY, MANUFACTURED IN OF THE BEST QUALITY, MANUFACTURED IN OF THE BEST QUALITY, MANUFACTURED IN THE BEST QUALITY, MANUFACTURED IN THE BEST QUALITY, MANUFACTURED IN BEST QUALITY, MANUFACTURED IN BEST QUALITY, MANUFACTURED IN QUALITY, MANUFACTURED IN QUALITY, MANUFACTURED IN MANUFACTURED IN MANUFACTURED IN IN IN ACCORDANCE WITH NEMA, ANSI, U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF WITH NEMA, ANSI, U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF WITH NEMA, ANSI, U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF NEMA, ANSI, U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF NEMA, ANSI, U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF ANSI, U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF ANSI, U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF U.L. OR OTHER APPLICABLE STANDARDS. THE USE OF OR OTHER APPLICABLE STANDARDS. THE USE OF OR OTHER APPLICABLE STANDARDS. THE USE OF OTHER APPLICABLE STANDARDS. THE USE OF OTHER APPLICABLE STANDARDS. THE USE OF APPLICABLE STANDARDS. THE USE OF APPLICABLE STANDARDS. THE USE OF STANDARDS. THE USE OF STANDARDS. THE USE OF THE USE OF THE USE OF USE OF USE OF OF OF MANUFACTURER'S NAMES, MODELS AND NUMBERS IS INTENDED TO ESTABLISH STYLE, NAMES, MODELS AND NUMBERS IS INTENDED TO ESTABLISH STYLE, NAMES, MODELS AND NUMBERS IS INTENDED TO ESTABLISH STYLE, MODELS AND NUMBERS IS INTENDED TO ESTABLISH STYLE, MODELS AND NUMBERS IS INTENDED TO ESTABLISH STYLE, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, NUMBERS IS INTENDED TO ESTABLISH STYLE, NUMBERS IS INTENDED TO ESTABLISH STYLE, IS INTENDED TO ESTABLISH STYLE, IS INTENDED TO ESTABLISH STYLE, INTENDED TO ESTABLISH STYLE, INTENDED TO ESTABLISH STYLE, TO ESTABLISH STYLE, TO ESTABLISH STYLE, ESTABLISH STYLE, ESTABLISH STYLE, STYLE, STYLE, QUALITY, APPEARANCE USEFULNESS AND BID PRICE. PROPOSED SUBSTITUTIONS SHALL BE APPEARANCE USEFULNESS AND BID PRICE. PROPOSED SUBSTITUTIONS SHALL BE APPEARANCE USEFULNESS AND BID PRICE. PROPOSED SUBSTITUTIONS SHALL BE USEFULNESS AND BID PRICE. PROPOSED SUBSTITUTIONS SHALL BE USEFULNESS AND BID PRICE. PROPOSED SUBSTITUTIONS SHALL BE AND BID PRICE. PROPOSED SUBSTITUTIONS SHALL BE AND BID PRICE. PROPOSED SUBSTITUTIONS SHALL BE BID PRICE. PROPOSED SUBSTITUTIONS SHALL BE BID PRICE. PROPOSED SUBSTITUTIONS SHALL BE PRICE. PROPOSED SUBSTITUTIONS SHALL BE PRICE. PROPOSED SUBSTITUTIONS SHALL BE PROPOSED SUBSTITUTIONS SHALL BE PROPOSED SUBSTITUTIONS SHALL BE SUBSTITUTIONS SHALL BE SUBSTITUTIONS SHALL BE SHALL BE SHALL BE BE BE SUBMITTED IN WRITING AND REVIEWED BY THE ENGINEER BEFORE ORDERING.
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VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND TO BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND BIDDING TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND BECOME FAMILIAR WITH EXISTING CONDITIONS AND BECOME FAMILIAR WITH EXISTING CONDITIONS AND FAMILIAR WITH EXISTING CONDITIONS AND FAMILIAR WITH EXISTING CONDITIONS AND WITH EXISTING CONDITIONS AND WITH EXISTING CONDITIONS AND EXISTING CONDITIONS AND EXISTING CONDITIONS AND CONDITIONS AND CONDITIONS AND AND AND ALL OTHER FACTORS WHICH MAY AFFECT THE EXECUTION OF THIS WORK. INCLUDE ALL OTHER FACTORS WHICH MAY AFFECT THE EXECUTION OF THIS WORK. INCLUDE ALL OTHER FACTORS WHICH MAY AFFECT THE EXECUTION OF THIS WORK. INCLUDE ALL FACTORS WHICH MAY AFFECT THE EXECUTION OF THIS WORK. INCLUDE ALL FACTORS WHICH MAY AFFECT THE EXECUTION OF THIS WORK. INCLUDE ALL WHICH MAY AFFECT THE EXECUTION OF THIS WORK. INCLUDE ALL WHICH MAY AFFECT THE EXECUTION OF THIS WORK. INCLUDE ALL MAY AFFECT THE EXECUTION OF THIS WORK. INCLUDE ALL MAY AFFECT THE EXECUTION OF THIS WORK. INCLUDE ALL AFFECT THE EXECUTION OF THIS WORK. INCLUDE ALL AFFECT THE EXECUTION OF THIS WORK. INCLUDE ALL THE EXECUTION OF THIS WORK. INCLUDE ALL THE EXECUTION OF THIS WORK. INCLUDE ALL EXECUTION OF THIS WORK. INCLUDE ALL EXECUTION OF THIS WORK. INCLUDE ALL OF THIS WORK. INCLUDE ALL OF THIS WORK. INCLUDE ALL THIS WORK. INCLUDE ALL THIS WORK. INCLUDE ALL WORK. INCLUDE ALL WORK. INCLUDE ALL INCLUDE ALL INCLUDE ALL ALL ALL RELATED COSTS IN THE INITIAL BID PROPOSAL.
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THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND CONFORM TO ALL APPLICABLE FEDERAL, STATE AND CONFORM TO ALL APPLICABLE FEDERAL, STATE AND TO ALL APPLICABLE FEDERAL, STATE AND TO ALL APPLICABLE FEDERAL, STATE AND ALL APPLICABLE FEDERAL, STATE AND ALL APPLICABLE FEDERAL, STATE AND APPLICABLE FEDERAL, STATE AND APPLICABLE FEDERAL, STATE AND FEDERAL, STATE AND FEDERAL, STATE AND STATE AND STATE AND AND AND LOCAL CODE ORDINANCES AND REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY CODE ORDINANCES AND REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY CODE ORDINANCES AND REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY ORDINANCES AND REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY ORDINANCES AND REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY AND REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY AND REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY CONTRACTOR SHALL OBTAIN NECESSARY CONTRACTOR SHALL OBTAIN NECESSARY SHALL OBTAIN NECESSARY SHALL OBTAIN NECESSARY OBTAIN NECESSARY OBTAIN NECESSARY NECESSARY NECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES. ALL WORK SHALL AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES. ALL WORK SHALL AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES. ALL WORK SHALL INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES. ALL WORK SHALL INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES. ALL WORK SHALL REQUIRED BY THE GOVERNING AUTHORITIES. ALL WORK SHALL REQUIRED BY THE GOVERNING AUTHORITIES. ALL WORK SHALL BY THE GOVERNING AUTHORITIES. ALL WORK SHALL BY THE GOVERNING AUTHORITIES. ALL WORK SHALL THE GOVERNING AUTHORITIES. ALL WORK SHALL THE GOVERNING AUTHORITIES. ALL WORK SHALL GOVERNING AUTHORITIES. ALL WORK SHALL GOVERNING AUTHORITIES. ALL WORK SHALL AUTHORITIES. ALL WORK SHALL AUTHORITIES. ALL WORK SHALL ALL WORK SHALL ALL WORK SHALL WORK SHALL WORK SHALL SHALL SHALL BE DONE IN A NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE DONE IN A NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE DONE IN A NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE IN A NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE IN A NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE A NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE A NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE NEAT, WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE WORKMANLIKE, FINISHED AND SAFE MANNER, ACCORDING TO THE FINISHED AND SAFE MANNER, ACCORDING TO THE FINISHED AND SAFE MANNER, ACCORDING TO THE AND SAFE MANNER, ACCORDING TO THE AND SAFE MANNER, ACCORDING TO THE SAFE MANNER, ACCORDING TO THE SAFE MANNER, ACCORDING TO THE MANNER, ACCORDING TO THE MANNER, ACCORDING TO THE ACCORDING TO THE ACCORDING TO THE TO THE TO THE THE THE LATEST PUBLISHED N.E.C.A. STANDARDS OF INSTALLATION, UNDER COMPETENT PUBLISHED N.E.C.A. STANDARDS OF INSTALLATION, UNDER COMPETENT PUBLISHED N.E.C.A. STANDARDS OF INSTALLATION, UNDER COMPETENT N.E.C.A. STANDARDS OF INSTALLATION, UNDER COMPETENT N.E.C.A. STANDARDS OF INSTALLATION, UNDER COMPETENT STANDARDS OF INSTALLATION, UNDER COMPETENT STANDARDS OF INSTALLATION, UNDER COMPETENT OF INSTALLATION, UNDER COMPETENT OF INSTALLATION, UNDER COMPETENT INSTALLATION, UNDER COMPETENT INSTALLATION, UNDER COMPETENT UNDER COMPETENT UNDER COMPETENT COMPETENT COMPETENT SUPERVISION. INSTALL GROUNDING AS REQUIRED BY THE NATIONAL ELECTRIC CODE (2011).
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G.
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H.
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F.
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E.
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B.
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D.
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C.
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A.
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THESE CONTRACT DOCUMENTS ARE SUBJECT TO THE INTERPRETATION BY THE ENGINEER. CONTRACT DOCUMENTS ARE SUBJECT TO THE INTERPRETATION BY THE ENGINEER. CONTRACT DOCUMENTS ARE SUBJECT TO THE INTERPRETATION BY THE ENGINEER. DOCUMENTS ARE SUBJECT TO THE INTERPRETATION BY THE ENGINEER. DOCUMENTS ARE SUBJECT TO THE INTERPRETATION BY THE ENGINEER. ARE SUBJECT TO THE INTERPRETATION BY THE ENGINEER. ARE SUBJECT TO THE INTERPRETATION BY THE ENGINEER. SUBJECT TO THE INTERPRETATION BY THE ENGINEER. SUBJECT TO THE INTERPRETATION BY THE ENGINEER. TO THE INTERPRETATION BY THE ENGINEER. TO THE INTERPRETATION BY THE ENGINEER. THE INTERPRETATION BY THE ENGINEER. THE INTERPRETATION BY THE ENGINEER. INTERPRETATION BY THE ENGINEER. INTERPRETATION BY THE ENGINEER. BY THE ENGINEER. BY THE ENGINEER. THE ENGINEER. THE ENGINEER. ENGINEER. ENGINEER. ALL QUESTIONS REGARDING THESE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE QUESTIONS REGARDING THESE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE QUESTIONS REGARDING THESE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE REGARDING THESE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE REGARDING THESE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE THESE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE THESE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE DOCUMENTS SHALL BE BROUGHT TO THE DOCUMENTS SHALL BE BROUGHT TO THE SHALL BE BROUGHT TO THE SHALL BE BROUGHT TO THE BE BROUGHT TO THE BE BROUGHT TO THE BROUGHT TO THE BROUGHT TO THE TO THE TO THE THE THE ENGINEER. ANYONE WHO TAKES UPON THEMSELF THE INTERPRETATION OF THESE ANYONE WHO TAKES UPON THEMSELF THE INTERPRETATION OF THESE ANYONE WHO TAKES UPON THEMSELF THE INTERPRETATION OF THESE WHO TAKES UPON THEMSELF THE INTERPRETATION OF THESE WHO TAKES UPON THEMSELF THE INTERPRETATION OF THESE TAKES UPON THEMSELF THE INTERPRETATION OF THESE TAKES UPON THEMSELF THE INTERPRETATION OF THESE UPON THEMSELF THE INTERPRETATION OF THESE UPON THEMSELF THE INTERPRETATION OF THESE THEMSELF THE INTERPRETATION OF THESE THEMSELF THE INTERPRETATION OF THESE THE INTERPRETATION OF THESE THE INTERPRETATION OF THESE INTERPRETATION OF THESE INTERPRETATION OF THESE OF THESE OF THESE THESE THESE CONTRACT DOCUMENTS OR MAKES REVISIONS TO THE SAME WITHOUT CONFERRING WITH DOCUMENTS OR MAKES REVISIONS TO THE SAME WITHOUT CONFERRING WITH DOCUMENTS OR MAKES REVISIONS TO THE SAME WITHOUT CONFERRING WITH OR MAKES REVISIONS TO THE SAME WITHOUT CONFERRING WITH OR MAKES REVISIONS TO THE SAME WITHOUT CONFERRING WITH MAKES REVISIONS TO THE SAME WITHOUT CONFERRING WITH MAKES REVISIONS TO THE SAME WITHOUT CONFERRING WITH REVISIONS TO THE SAME WITHOUT CONFERRING WITH REVISIONS TO THE SAME WITHOUT CONFERRING WITH TO THE SAME WITHOUT CONFERRING WITH TO THE SAME WITHOUT CONFERRING WITH THE SAME WITHOUT CONFERRING WITH THE SAME WITHOUT CONFERRING WITH SAME WITHOUT CONFERRING WITH SAME WITHOUT CONFERRING WITH WITHOUT CONFERRING WITH WITHOUT CONFERRING WITH CONFERRING WITH CONFERRING WITH WITH WITH THE DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE CONSEQUENCES THEREOF.
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LOCATION OF ELECTRICAL EQUIPMENT SHALL BE SCALED FROM THE SITE PLAN. UPON OF ELECTRICAL EQUIPMENT SHALL BE SCALED FROM THE SITE PLAN. UPON OF ELECTRICAL EQUIPMENT SHALL BE SCALED FROM THE SITE PLAN. UPON ELECTRICAL EQUIPMENT SHALL BE SCALED FROM THE SITE PLAN. UPON ELECTRICAL EQUIPMENT SHALL BE SCALED FROM THE SITE PLAN. UPON EQUIPMENT SHALL BE SCALED FROM THE SITE PLAN. UPON EQUIPMENT SHALL BE SCALED FROM THE SITE PLAN. UPON SHALL BE SCALED FROM THE SITE PLAN. UPON SHALL BE SCALED FROM THE SITE PLAN. UPON BE SCALED FROM THE SITE PLAN. UPON BE SCALED FROM THE SITE PLAN. UPON SCALED FROM THE SITE PLAN. UPON SCALED FROM THE SITE PLAN. UPON FROM THE SITE PLAN. UPON FROM THE SITE PLAN. UPON THE SITE PLAN. UPON THE SITE PLAN. UPON SITE PLAN. UPON SITE PLAN. UPON PLAN. UPON PLAN. UPON UPON UPON COMPLETION OF WORK, FURNISH A SET OF RED-LINED "AS-BUILT" DRAWINGS, THAT OF WORK, FURNISH A SET OF RED-LINED "AS-BUILT" DRAWINGS, THAT OF WORK, FURNISH A SET OF RED-LINED "AS-BUILT" DRAWINGS, THAT WORK, FURNISH A SET OF RED-LINED "AS-BUILT" DRAWINGS, THAT WORK, FURNISH A SET OF RED-LINED "AS-BUILT" DRAWINGS, THAT FURNISH A SET OF RED-LINED "AS-BUILT" DRAWINGS, THAT FURNISH A SET OF RED-LINED "AS-BUILT" DRAWINGS, THAT A SET OF RED-LINED "AS-BUILT" DRAWINGS, THAT A SET OF RED-LINED "AS-BUILT" DRAWINGS, THAT SET OF RED-LINED "AS-BUILT" DRAWINGS, THAT SET OF RED-LINED "AS-BUILT" DRAWINGS, THAT OF RED-LINED "AS-BUILT" DRAWINGS, THAT OF RED-LINED "AS-BUILT" DRAWINGS, THAT RED-LINED "AS-BUILT" DRAWINGS, THAT RED-LINED "AS-BUILT" DRAWINGS, THAT "AS-BUILT" DRAWINGS, THAT "AS-BUILT" DRAWINGS, THAT DRAWINGS, THAT DRAWINGS, THAT THAT THAT ACCURATELY REFLECTS FINAL LOCATION OF UNDERGROUND CONDUIT AND OTHER REFLECTS FINAL LOCATION OF UNDERGROUND CONDUIT AND OTHER REFLECTS FINAL LOCATION OF UNDERGROUND CONDUIT AND OTHER FINAL LOCATION OF UNDERGROUND CONDUIT AND OTHER FINAL LOCATION OF UNDERGROUND CONDUIT AND OTHER LOCATION OF UNDERGROUND CONDUIT AND OTHER LOCATION OF UNDERGROUND CONDUIT AND OTHER OF UNDERGROUND CONDUIT AND OTHER OF UNDERGROUND CONDUIT AND OTHER UNDERGROUND CONDUIT AND OTHER UNDERGROUND CONDUIT AND OTHER CONDUIT AND OTHER CONDUIT AND OTHER AND OTHER AND OTHER OTHER OTHER ELECTRICAL EQUIPMENT.
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ALL CIRCUIT CONDUCTORS TO BE "XHHW-2" STRANDED COPPER. MINIMUM CONDUCTOR CIRCUIT CONDUCTORS TO BE "XHHW-2" STRANDED COPPER. MINIMUM CONDUCTOR CIRCUIT CONDUCTORS TO BE "XHHW-2" STRANDED COPPER. MINIMUM CONDUCTOR CONDUCTORS TO BE "XHHW-2" STRANDED COPPER. MINIMUM CONDUCTOR CONDUCTORS TO BE "XHHW-2" STRANDED COPPER. MINIMUM CONDUCTOR TO BE "XHHW-2" STRANDED COPPER. MINIMUM CONDUCTOR TO BE "XHHW-2" STRANDED COPPER. MINIMUM CONDUCTOR BE "XHHW-2" STRANDED COPPER. MINIMUM CONDUCTOR BE "XHHW-2" STRANDED COPPER. MINIMUM CONDUCTOR "XHHW-2" STRANDED COPPER. MINIMUM CONDUCTOR "XHHW-2" STRANDED COPPER. MINIMUM CONDUCTOR STRANDED COPPER. MINIMUM CONDUCTOR STRANDED COPPER. MINIMUM CONDUCTOR COPPER. MINIMUM CONDUCTOR COPPER. MINIMUM CONDUCTOR MINIMUM CONDUCTOR MINIMUM CONDUCTOR CONDUCTOR CONDUCTOR SIZE FOR POWER TO BE #12 AWG WITH #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL FOR POWER TO BE #12 AWG WITH #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL FOR POWER TO BE #12 AWG WITH #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL POWER TO BE #12 AWG WITH #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL POWER TO BE #12 AWG WITH #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL TO BE #12 AWG WITH #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL TO BE #12 AWG WITH #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL BE #12 AWG WITH #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL BE #12 AWG WITH #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL #12 AWG WITH #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL #12 AWG WITH #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL AWG WITH #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL AWG WITH #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL WITH #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL WITH #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL #12 GND. MINIMUM CONDUCTOR SIZE FOR CONTROL GND. MINIMUM CONDUCTOR SIZE FOR CONTROL GND. MINIMUM CONDUCTOR SIZE FOR CONTROL MINIMUM CONDUCTOR SIZE FOR CONTROL MINIMUM CONDUCTOR SIZE FOR CONTROL CONDUCTOR SIZE FOR CONTROL CONDUCTOR SIZE FOR CONTROL SIZE FOR CONTROL SIZE FOR CONTROL FOR CONTROL FOR CONTROL CONTROL CONTROL TO BE #14 AWG WITH #14 GND. SERVICE ENTRANCE CONDUCTORS SHALL BE MARKED BE #14 AWG WITH #14 GND. SERVICE ENTRANCE CONDUCTORS SHALL BE MARKED BE #14 AWG WITH #14 GND. SERVICE ENTRANCE CONDUCTORS SHALL BE MARKED #14 AWG WITH #14 GND. SERVICE ENTRANCE CONDUCTORS SHALL BE MARKED #14 AWG WITH #14 GND. SERVICE ENTRANCE CONDUCTORS SHALL BE MARKED AWG WITH #14 GND. SERVICE ENTRANCE CONDUCTORS SHALL BE MARKED AWG WITH #14 GND. SERVICE ENTRANCE CONDUCTORS SHALL BE MARKED WITH #14 GND. SERVICE ENTRANCE CONDUCTORS SHALL BE MARKED WITH #14 GND. SERVICE ENTRANCE CONDUCTORS SHALL BE MARKED #14 GND. SERVICE ENTRANCE CONDUCTORS SHALL BE MARKED #14 GND. SERVICE ENTRANCE CONDUCTORS SHALL BE MARKED GND. SERVICE ENTRANCE CONDUCTORS SHALL BE MARKED GND. SERVICE ENTRANCE CONDUCTORS SHALL BE MARKED SERVICE ENTRANCE CONDUCTORS SHALL BE MARKED SERVICE ENTRANCE CONDUCTORS SHALL BE MARKED ENTRANCE CONDUCTORS SHALL BE MARKED ENTRANCE CONDUCTORS SHALL BE MARKED CONDUCTORS SHALL BE MARKED CONDUCTORS SHALL BE MARKED SHALL BE MARKED SHALL BE MARKED BE MARKED BE MARKED MARKED MARKED "SUNLIGHT RESISTANT" AS REQUIRED BY UTILITY COMPANY.
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K.
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ALL UNDERGROUND CONDUIT TO BE SCHEDULE 40 PVC. MINIMUM DEPTH 24", MINIMUM UNDERGROUND CONDUIT TO BE SCHEDULE 40 PVC. MINIMUM DEPTH 24", MINIMUM UNDERGROUND CONDUIT TO BE SCHEDULE 40 PVC. MINIMUM DEPTH 24", MINIMUM CONDUIT TO BE SCHEDULE 40 PVC. MINIMUM DEPTH 24", MINIMUM CONDUIT TO BE SCHEDULE 40 PVC. MINIMUM DEPTH 24", MINIMUM TO BE SCHEDULE 40 PVC. MINIMUM DEPTH 24", MINIMUM TO BE SCHEDULE 40 PVC. MINIMUM DEPTH 24", MINIMUM BE SCHEDULE 40 PVC. MINIMUM DEPTH 24", MINIMUM BE SCHEDULE 40 PVC. MINIMUM DEPTH 24", MINIMUM SCHEDULE 40 PVC. MINIMUM DEPTH 24", MINIMUM SCHEDULE 40 PVC. MINIMUM DEPTH 24", MINIMUM 40 PVC. MINIMUM DEPTH 24", MINIMUM 40 PVC. MINIMUM DEPTH 24", MINIMUM PVC. MINIMUM DEPTH 24", MINIMUM PVC. MINIMUM DEPTH 24", MINIMUM MINIMUM DEPTH 24", MINIMUM MINIMUM DEPTH 24", MINIMUM DEPTH 24", MINIMUM DEPTH 24", MINIMUM 24", MINIMUM 24", MINIMUM MINIMUM MINIMUM SIZE 3/4". ALL CONDUIT EXPOSED AND/OR LOCATED WITHIN THE VAULT TO BE TYPE GRS, 3/4". ALL CONDUIT EXPOSED AND/OR LOCATED WITHIN THE VAULT TO BE TYPE GRS, 3/4". ALL CONDUIT EXPOSED AND/OR LOCATED WITHIN THE VAULT TO BE TYPE GRS, ALL CONDUIT EXPOSED AND/OR LOCATED WITHIN THE VAULT TO BE TYPE GRS, ALL CONDUIT EXPOSED AND/OR LOCATED WITHIN THE VAULT TO BE TYPE GRS, CONDUIT EXPOSED AND/OR LOCATED WITHIN THE VAULT TO BE TYPE GRS, CONDUIT EXPOSED AND/OR LOCATED WITHIN THE VAULT TO BE TYPE GRS, EXPOSED AND/OR LOCATED WITHIN THE VAULT TO BE TYPE GRS, EXPOSED AND/OR LOCATED WITHIN THE VAULT TO BE TYPE GRS, AND/OR LOCATED WITHIN THE VAULT TO BE TYPE GRS, AND/OR LOCATED WITHIN THE VAULT TO BE TYPE GRS, LOCATED WITHIN THE VAULT TO BE TYPE GRS, LOCATED WITHIN THE VAULT TO BE TYPE GRS, WITHIN THE VAULT TO BE TYPE GRS, WITHIN THE VAULT TO BE TYPE GRS, THE VAULT TO BE TYPE GRS, THE VAULT TO BE TYPE GRS, VAULT TO BE TYPE GRS, VAULT TO BE TYPE GRS, TO BE TYPE GRS, TO BE TYPE GRS, BE TYPE GRS, BE TYPE GRS, TYPE GRS, TYPE GRS, GRS, GRS, MINIMUM SIZE 3/4". PROVIDE EACH PVC CONDUIT WITH A BELL END WHERE ENTERING SIZE 3/4". PROVIDE EACH PVC CONDUIT WITH A BELL END WHERE ENTERING SIZE 3/4". PROVIDE EACH PVC CONDUIT WITH A BELL END WHERE ENTERING 3/4". PROVIDE EACH PVC CONDUIT WITH A BELL END WHERE ENTERING 3/4". PROVIDE EACH PVC CONDUIT WITH A BELL END WHERE ENTERING PROVIDE EACH PVC CONDUIT WITH A BELL END WHERE ENTERING PROVIDE EACH PVC CONDUIT WITH A BELL END WHERE ENTERING EACH PVC CONDUIT WITH A BELL END WHERE ENTERING EACH PVC CONDUIT WITH A BELL END WHERE ENTERING PVC CONDUIT WITH A BELL END WHERE ENTERING PVC CONDUIT WITH A BELL END WHERE ENTERING CONDUIT WITH A BELL END WHERE ENTERING CONDUIT WITH A BELL END WHERE ENTERING WITH A BELL END WHERE ENTERING WITH A BELL END WHERE ENTERING A BELL END WHERE ENTERING A BELL END WHERE ENTERING BELL END WHERE ENTERING BELL END WHERE ENTERING END WHERE ENTERING END WHERE ENTERING WHERE ENTERING WHERE ENTERING ENTERING ENTERING FREE STANDING EQUIPMENT. INSTALL LFMC AT EQUIPMENT WHICH IS SUBJECT TO STANDING EQUIPMENT. INSTALL LFMC AT EQUIPMENT WHICH IS SUBJECT TO STANDING EQUIPMENT. INSTALL LFMC AT EQUIPMENT WHICH IS SUBJECT TO EQUIPMENT. INSTALL LFMC AT EQUIPMENT WHICH IS SUBJECT TO EQUIPMENT. INSTALL LFMC AT EQUIPMENT WHICH IS SUBJECT TO INSTALL LFMC AT EQUIPMENT WHICH IS SUBJECT TO INSTALL LFMC AT EQUIPMENT WHICH IS SUBJECT TO LFMC AT EQUIPMENT WHICH IS SUBJECT TO LFMC AT EQUIPMENT WHICH IS SUBJECT TO AT EQUIPMENT WHICH IS SUBJECT TO AT EQUIPMENT WHICH IS SUBJECT TO EQUIPMENT WHICH IS SUBJECT TO EQUIPMENT WHICH IS SUBJECT TO WHICH IS SUBJECT TO WHICH IS SUBJECT TO IS SUBJECT TO IS SUBJECT TO SUBJECT TO SUBJECT TO TO TO VIBRATION OR REQUIRE MOVEMENT FOR MAINTENANCE PURPOSES. PROVIDE NECESSARY OR REQUIRE MOVEMENT FOR MAINTENANCE PURPOSES. PROVIDE NECESSARY OR REQUIRE MOVEMENT FOR MAINTENANCE PURPOSES. PROVIDE NECESSARY REQUIRE MOVEMENT FOR MAINTENANCE PURPOSES. PROVIDE NECESSARY REQUIRE MOVEMENT FOR MAINTENANCE PURPOSES. PROVIDE NECESSARY MOVEMENT FOR MAINTENANCE PURPOSES. PROVIDE NECESSARY MOVEMENT FOR MAINTENANCE PURPOSES. PROVIDE NECESSARY FOR MAINTENANCE PURPOSES. PROVIDE NECESSARY FOR MAINTENANCE PURPOSES. PROVIDE NECESSARY MAINTENANCE PURPOSES. PROVIDE NECESSARY MAINTENANCE PURPOSES. PROVIDE NECESSARY PURPOSES. PROVIDE NECESSARY PURPOSES. PROVIDE NECESSARY PROVIDE NECESSARY PROVIDE NECESSARY NECESSARY NECESSARY REDUCER WHERE EQUIPMENT FURNISHED CANNOT ACCEPT 3/4" SIZE FLEXIBLE CONDUIT. WHERE EQUIPMENT FURNISHED CANNOT ACCEPT 3/4" SIZE FLEXIBLE CONDUIT. WHERE EQUIPMENT FURNISHED CANNOT ACCEPT 3/4" SIZE FLEXIBLE CONDUIT. EQUIPMENT FURNISHED CANNOT ACCEPT 3/4" SIZE FLEXIBLE CONDUIT. EQUIPMENT FURNISHED CANNOT ACCEPT 3/4" SIZE FLEXIBLE CONDUIT. FURNISHED CANNOT ACCEPT 3/4" SIZE FLEXIBLE CONDUIT. FURNISHED CANNOT ACCEPT 3/4" SIZE FLEXIBLE CONDUIT. CANNOT ACCEPT 3/4" SIZE FLEXIBLE CONDUIT. CANNOT ACCEPT 3/4" SIZE FLEXIBLE CONDUIT. ACCEPT 3/4" SIZE FLEXIBLE CONDUIT. ACCEPT 3/4" SIZE FLEXIBLE CONDUIT. 3/4" SIZE FLEXIBLE CONDUIT. 3/4" SIZE FLEXIBLE CONDUIT. SIZE FLEXIBLE CONDUIT. SIZE FLEXIBLE CONDUIT. FLEXIBLE CONDUIT. FLEXIBLE CONDUIT. CONDUIT. CONDUIT. LIMIT FLEXIBLE CONDUIT LENGTH TO 3' MAXIMUM.
AutoCAD SHX Text
J.
AutoCAD SHX Text
THIS WASTEWATER TREATMENT FACILITY IS OPERATING AND MUST REMAIN IN OPERATION WASTEWATER TREATMENT FACILITY IS OPERATING AND MUST REMAIN IN OPERATION WASTEWATER TREATMENT FACILITY IS OPERATING AND MUST REMAIN IN OPERATION TREATMENT FACILITY IS OPERATING AND MUST REMAIN IN OPERATION TREATMENT FACILITY IS OPERATING AND MUST REMAIN IN OPERATION FACILITY IS OPERATING AND MUST REMAIN IN OPERATION FACILITY IS OPERATING AND MUST REMAIN IN OPERATION IS OPERATING AND MUST REMAIN IN OPERATION IS OPERATING AND MUST REMAIN IN OPERATION OPERATING AND MUST REMAIN IN OPERATION OPERATING AND MUST REMAIN IN OPERATION AND MUST REMAIN IN OPERATION AND MUST REMAIN IN OPERATION MUST REMAIN IN OPERATION MUST REMAIN IN OPERATION REMAIN IN OPERATION REMAIN IN OPERATION IN OPERATION IN OPERATION OPERATION OPERATION AT ALL TIMES WITH MINIMAL DOWNTIME. THE CONTRACTOR IS REQUIRED TO WORK CLOSELY ALL TIMES WITH MINIMAL DOWNTIME. THE CONTRACTOR IS REQUIRED TO WORK CLOSELY ALL TIMES WITH MINIMAL DOWNTIME. THE CONTRACTOR IS REQUIRED TO WORK CLOSELY TIMES WITH MINIMAL DOWNTIME. THE CONTRACTOR IS REQUIRED TO WORK CLOSELY TIMES WITH MINIMAL DOWNTIME. THE CONTRACTOR IS REQUIRED TO WORK CLOSELY WITH MINIMAL DOWNTIME. THE CONTRACTOR IS REQUIRED TO WORK CLOSELY WITH MINIMAL DOWNTIME. THE CONTRACTOR IS REQUIRED TO WORK CLOSELY MINIMAL DOWNTIME. THE CONTRACTOR IS REQUIRED TO WORK CLOSELY MINIMAL DOWNTIME. THE CONTRACTOR IS REQUIRED TO WORK CLOSELY DOWNTIME. THE CONTRACTOR IS REQUIRED TO WORK CLOSELY DOWNTIME. THE CONTRACTOR IS REQUIRED TO WORK CLOSELY THE CONTRACTOR IS REQUIRED TO WORK CLOSELY THE CONTRACTOR IS REQUIRED TO WORK CLOSELY CONTRACTOR IS REQUIRED TO WORK CLOSELY CONTRACTOR IS REQUIRED TO WORK CLOSELY IS REQUIRED TO WORK CLOSELY IS REQUIRED TO WORK CLOSELY REQUIRED TO WORK CLOSELY REQUIRED TO WORK CLOSELY TO WORK CLOSELY TO WORK CLOSELY WORK CLOSELY WORK CLOSELY CLOSELY CLOSELY WITH NTUA FOR SCHEDULING ANY POWER OUTAGES TO MINIMIZE DOWNTIME AND NTUA FOR SCHEDULING ANY POWER OUTAGES TO MINIMIZE DOWNTIME AND NTUA FOR SCHEDULING ANY POWER OUTAGES TO MINIMIZE DOWNTIME AND FOR SCHEDULING ANY POWER OUTAGES TO MINIMIZE DOWNTIME AND FOR SCHEDULING ANY POWER OUTAGES TO MINIMIZE DOWNTIME AND SCHEDULING ANY POWER OUTAGES TO MINIMIZE DOWNTIME AND SCHEDULING ANY POWER OUTAGES TO MINIMIZE DOWNTIME AND ANY POWER OUTAGES TO MINIMIZE DOWNTIME AND ANY POWER OUTAGES TO MINIMIZE DOWNTIME AND POWER OUTAGES TO MINIMIZE DOWNTIME AND POWER OUTAGES TO MINIMIZE DOWNTIME AND OUTAGES TO MINIMIZE DOWNTIME AND OUTAGES TO MINIMIZE DOWNTIME AND TO MINIMIZE DOWNTIME AND TO MINIMIZE DOWNTIME AND MINIMIZE DOWNTIME AND MINIMIZE DOWNTIME AND DOWNTIME AND DOWNTIME AND AND AND DISRUPTION TO FACILITY OPERATION.
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M.
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OR
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JB
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LIGHT SWITCH
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GROUND ROD AND WELL
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GROUNDING ELECTRODE CONDUCTOR
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GROUND ROD AND WELL
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UNDERGROUND JUNCTION BOX
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JB
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120V, 20A DUPLEX RECEPTACLE
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120V, 20A SPST SWITCH
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S
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PANELBOARD
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WALL MOUNTED LUMINAIRE
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POWER POLE
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MBJ
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MAIN BOUND JUMPER
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LINEAR FEET
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LF
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PINON
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INDIAN ROUTE 4
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INDIAN ROUTE 4
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INDIAN ROUTE 41
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INDIAN ROUTE 3080
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CMU
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CONCRETE MASONRY UNIT
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GENERAL DEMOLITION NOTES
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DEMOLITION OF CONDUITS INCLUDES REMOVAL AND DISPOSAL OF EXISTING EXPOSED OF CONDUITS INCLUDES REMOVAL AND DISPOSAL OF EXISTING EXPOSED OF CONDUITS INCLUDES REMOVAL AND DISPOSAL OF EXISTING EXPOSED CONDUITS INCLUDES REMOVAL AND DISPOSAL OF EXISTING EXPOSED CONDUITS INCLUDES REMOVAL AND DISPOSAL OF EXISTING EXPOSED INCLUDES REMOVAL AND DISPOSAL OF EXISTING EXPOSED INCLUDES REMOVAL AND DISPOSAL OF EXISTING EXPOSED REMOVAL AND DISPOSAL OF EXISTING EXPOSED REMOVAL AND DISPOSAL OF EXISTING EXPOSED AND DISPOSAL OF EXISTING EXPOSED AND DISPOSAL OF EXISTING EXPOSED DISPOSAL OF EXISTING EXPOSED DISPOSAL OF EXISTING EXPOSED OF EXISTING EXPOSED OF EXISTING EXPOSED EXISTING EXPOSED EXISTING EXPOSED EXPOSED EXPOSED CONDUITS TO A MINIMUM OF 6-INCHES BELOW GRADE.
AutoCAD SHX Text
A.
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ALL REMOVED MATERIAL NOT BEING SALVAGED BY OWNER SHALL BECOME THE PROPERTY REMOVED MATERIAL NOT BEING SALVAGED BY OWNER SHALL BECOME THE PROPERTY REMOVED MATERIAL NOT BEING SALVAGED BY OWNER SHALL BECOME THE PROPERTY MATERIAL NOT BEING SALVAGED BY OWNER SHALL BECOME THE PROPERTY MATERIAL NOT BEING SALVAGED BY OWNER SHALL BECOME THE PROPERTY NOT BEING SALVAGED BY OWNER SHALL BECOME THE PROPERTY NOT BEING SALVAGED BY OWNER SHALL BECOME THE PROPERTY BEING SALVAGED BY OWNER SHALL BECOME THE PROPERTY BEING SALVAGED BY OWNER SHALL BECOME THE PROPERTY SALVAGED BY OWNER SHALL BECOME THE PROPERTY SALVAGED BY OWNER SHALL BECOME THE PROPERTY BY OWNER SHALL BECOME THE PROPERTY BY OWNER SHALL BECOME THE PROPERTY OWNER SHALL BECOME THE PROPERTY OWNER SHALL BECOME THE PROPERTY SHALL BECOME THE PROPERTY SHALL BECOME THE PROPERTY BECOME THE PROPERTY BECOME THE PROPERTY THE PROPERTY THE PROPERTY PROPERTY PROPERTY OF THE CONTRACTOR TO BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED THE CONTRACTOR TO BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED THE CONTRACTOR TO BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED CONTRACTOR TO BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED CONTRACTOR TO BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED TO BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED TO BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED HAULED OFF SITE AND DISPOSED OF AT AN APPROVED HAULED OFF SITE AND DISPOSED OF AT AN APPROVED OFF SITE AND DISPOSED OF AT AN APPROVED OFF SITE AND DISPOSED OF AT AN APPROVED SITE AND DISPOSED OF AT AN APPROVED SITE AND DISPOSED OF AT AN APPROVED AND DISPOSED OF AT AN APPROVED AND DISPOSED OF AT AN APPROVED DISPOSED OF AT AN APPROVED DISPOSED OF AT AN APPROVED OF AT AN APPROVED OF AT AN APPROVED AT AN APPROVED AT AN APPROVED AN APPROVED AN APPROVED APPROVED APPROVED LANDFILL, OR OTHER APPROVED LOCATION.
AutoCAD SHX Text
B.
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THE CONTRACTOR SHALL PERFORM DEMOLITION WORK WHILE THE FACILITY IS IN OPERATION CONTRACTOR SHALL PERFORM DEMOLITION WORK WHILE THE FACILITY IS IN OPERATION CONTRACTOR SHALL PERFORM DEMOLITION WORK WHILE THE FACILITY IS IN OPERATION SHALL PERFORM DEMOLITION WORK WHILE THE FACILITY IS IN OPERATION SHALL PERFORM DEMOLITION WORK WHILE THE FACILITY IS IN OPERATION PERFORM DEMOLITION WORK WHILE THE FACILITY IS IN OPERATION PERFORM DEMOLITION WORK WHILE THE FACILITY IS IN OPERATION DEMOLITION WORK WHILE THE FACILITY IS IN OPERATION DEMOLITION WORK WHILE THE FACILITY IS IN OPERATION WORK WHILE THE FACILITY IS IN OPERATION WORK WHILE THE FACILITY IS IN OPERATION WHILE THE FACILITY IS IN OPERATION WHILE THE FACILITY IS IN OPERATION THE FACILITY IS IN OPERATION THE FACILITY IS IN OPERATION FACILITY IS IN OPERATION FACILITY IS IN OPERATION IS IN OPERATION IS IN OPERATION IN OPERATION IN OPERATION OPERATION OPERATION AS MUCH AS POSSIBLE. ALL WORK SHALL BE PERFORMED IN A MANNER TO MINIMIZE MUCH AS POSSIBLE. ALL WORK SHALL BE PERFORMED IN A MANNER TO MINIMIZE MUCH AS POSSIBLE. ALL WORK SHALL BE PERFORMED IN A MANNER TO MINIMIZE AS POSSIBLE. ALL WORK SHALL BE PERFORMED IN A MANNER TO MINIMIZE AS POSSIBLE. ALL WORK SHALL BE PERFORMED IN A MANNER TO MINIMIZE POSSIBLE. ALL WORK SHALL BE PERFORMED IN A MANNER TO MINIMIZE POSSIBLE. ALL WORK SHALL BE PERFORMED IN A MANNER TO MINIMIZE ALL WORK SHALL BE PERFORMED IN A MANNER TO MINIMIZE ALL WORK SHALL BE PERFORMED IN A MANNER TO MINIMIZE WORK SHALL BE PERFORMED IN A MANNER TO MINIMIZE WORK SHALL BE PERFORMED IN A MANNER TO MINIMIZE SHALL BE PERFORMED IN A MANNER TO MINIMIZE SHALL BE PERFORMED IN A MANNER TO MINIMIZE BE PERFORMED IN A MANNER TO MINIMIZE BE PERFORMED IN A MANNER TO MINIMIZE PERFORMED IN A MANNER TO MINIMIZE PERFORMED IN A MANNER TO MINIMIZE IN A MANNER TO MINIMIZE IN A MANNER TO MINIMIZE A MANNER TO MINIMIZE A MANNER TO MINIMIZE MANNER TO MINIMIZE MANNER TO MINIMIZE TO MINIMIZE TO MINIMIZE MINIMIZE MINIMIZE DOWNTIMES AND OPERATIONAL UPSETS.
AutoCAD SHX Text
C.
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COORDINATE ALL DEMOLITION WORK AND SHUTDOWN REQUIREMENTS WITH THE OWNER ALL DEMOLITION WORK AND SHUTDOWN REQUIREMENTS WITH THE OWNER ALL DEMOLITION WORK AND SHUTDOWN REQUIREMENTS WITH THE OWNER DEMOLITION WORK AND SHUTDOWN REQUIREMENTS WITH THE OWNER DEMOLITION WORK AND SHUTDOWN REQUIREMENTS WITH THE OWNER WORK AND SHUTDOWN REQUIREMENTS WITH THE OWNER WORK AND SHUTDOWN REQUIREMENTS WITH THE OWNER AND SHUTDOWN REQUIREMENTS WITH THE OWNER AND SHUTDOWN REQUIREMENTS WITH THE OWNER SHUTDOWN REQUIREMENTS WITH THE OWNER SHUTDOWN REQUIREMENTS WITH THE OWNER REQUIREMENTS WITH THE OWNER REQUIREMENTS WITH THE OWNER WITH THE OWNER WITH THE OWNER THE OWNER THE OWNER OWNER OWNER PRIOR TO PERFORMING THE WORK.
COORDINATE WITH NTUA TO DISCONTINUE POWER, THEN WITH NTUA TO DISCONTINUE POWER, THEN WITH NTUA TO DISCONTINUE POWER, THEN NTUA TO DISCONTINUE POWER, THEN NTUA TO DISCONTINUE POWER, THEN TO DISCONTINUE POWER, THEN TO DISCONTINUE POWER, THEN DISCONTINUE POWER, THEN DISCONTINUE POWER, THEN POWER, THEN POWER, THEN THEN THEN DISCONNECT AND REMOVE EXISTING ELECTRICAL EQUIPMENT AND AND REMOVE EXISTING ELECTRICAL EQUIPMENT AND AND REMOVE EXISTING ELECTRICAL EQUIPMENT AND REMOVE EXISTING ELECTRICAL EQUIPMENT AND REMOVE EXISTING ELECTRICAL EQUIPMENT AND EXISTING ELECTRICAL EQUIPMENT AND EXISTING ELECTRICAL EQUIPMENT AND ELECTRICAL EQUIPMENT AND ELECTRICAL EQUIPMENT AND EQUIPMENT AND EQUIPMENT AND AND AND RACK INCLUDING ALL EXPOSED WIRE AND EXPOSED CONDUIT.
AutoCAD SHX Text
DEMOLITION KEY NOTES
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1
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DISCONNECT AND REMOVE EXISTING UTILITY FEEDER CONDUCTORS AND REMOVE EXISTING UTILITY FEEDER CONDUCTORS AND REMOVE EXISTING UTILITY FEEDER CONDUCTORS REMOVE EXISTING UTILITY FEEDER CONDUCTORS REMOVE EXISTING UTILITY FEEDER CONDUCTORS EXISTING UTILITY FEEDER CONDUCTORS EXISTING UTILITY FEEDER CONDUCTORS UTILITY FEEDER CONDUCTORS UTILITY FEEDER CONDUCTORS FEEDER CONDUCTORS FEEDER CONDUCTORS CONDUCTORS CONDUCTORS AND EXPOSED CONDUIT, RISER ON POLE AND WEATHERHEAD. EXPOSED CONDUIT, RISER ON POLE AND WEATHERHEAD. EXPOSED CONDUIT, RISER ON POLE AND WEATHERHEAD. CONDUIT, RISER ON POLE AND WEATHERHEAD. CONDUIT, RISER ON POLE AND WEATHERHEAD. RISER ON POLE AND WEATHERHEAD. RISER ON POLE AND WEATHERHEAD. ON POLE AND WEATHERHEAD. ON POLE AND WEATHERHEAD. POLE AND WEATHERHEAD. POLE AND WEATHERHEAD. AND WEATHERHEAD. AND WEATHERHEAD. WEATHERHEAD. WEATHERHEAD. ABANDON UNDERGROUND CONDUIT IN PLACE.
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2
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1
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2
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1
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1
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1
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1
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1
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15
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15
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15
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15
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15
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15
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2,4,6
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PANEL "H"
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1,3
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LIGHT SWITCH
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PULL ROPE, 6"C
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P099
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UTILITY TRANSFORMER (3.5% IMPEDANCE)
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EXISTING POWER POLE
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RECEPTACLE
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CONTINUOUS RATED CIRCUIT BREAKER
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1
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CONSTRUCTION KEY NOTES
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FURNISH CIRCUIT BREAKER WITH A PADLOCKING DEVICE TO CIRCUIT BREAKER WITH A PADLOCKING DEVICE TO CIRCUIT BREAKER WITH A PADLOCKING DEVICE TO BREAKER WITH A PADLOCKING DEVICE TO BREAKER WITH A PADLOCKING DEVICE TO WITH A PADLOCKING DEVICE TO WITH A PADLOCKING DEVICE TO A PADLOCKING DEVICE TO A PADLOCKING DEVICE TO PADLOCKING DEVICE TO PADLOCKING DEVICE TO DEVICE TO DEVICE TO TO TO ALLOW CIRCUIT BREAKER TO BE PADLOCKED IN THE OFF CIRCUIT BREAKER TO BE PADLOCKED IN THE OFF CIRCUIT BREAKER TO BE PADLOCKED IN THE OFF BREAKER TO BE PADLOCKED IN THE OFF BREAKER TO BE PADLOCKED IN THE OFF TO BE PADLOCKED IN THE OFF TO BE PADLOCKED IN THE OFF BE PADLOCKED IN THE OFF BE PADLOCKED IN THE OFF PADLOCKED IN THE OFF PADLOCKED IN THE OFF IN THE OFF IN THE OFF THE OFF THE OFF OFF OFF POSITION.
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1
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TYPE SEO-OW CABLE FURNISHED WITH AERATOR (TYP 7)
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POWER DISTRIBUTION BLOCK (TYP)
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ABOVE GROUND JUNCTION BOX NEAR MOORING POST (TYP 7)
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2
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MLO
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2
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2
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2
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2
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2
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2
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2
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2
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2
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P212
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P211
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EXISTING AERATOR CABLE
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3-#10, #10 GND, 1"C
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P206
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3-#10, #10 GND, 1"C
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P207
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3-#6, #10 GND, 1"C
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P207
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3-#10, #10 GND, 1"C
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P208
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3-#10, #10 GND, 1"C
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P209
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6-#10, #10 GND, 1"C
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P210
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6-#10, #10 GND, 1"C
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3-#10, #10 GND, 1"C
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JB
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JB
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JB
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INTEGRAL SPD WITH 200KA SURGE CURRENT CAPACITY PER PHASE
COORDINATE WITH NTUA TO DISCONTINUE POWER, THEN WITH NTUA TO DISCONTINUE POWER, THEN WITH NTUA TO DISCONTINUE POWER, THEN NTUA TO DISCONTINUE POWER, THEN NTUA TO DISCONTINUE POWER, THEN TO DISCONTINUE POWER, THEN TO DISCONTINUE POWER, THEN DISCONTINUE POWER, THEN DISCONTINUE POWER, THEN POWER, THEN POWER, THEN THEN THEN DISCONNECT AND REMOVE EXISTING ELECTRICAL EQUIPMENT AND AND REMOVE EXISTING ELECTRICAL EQUIPMENT AND AND REMOVE EXISTING ELECTRICAL EQUIPMENT AND REMOVE EXISTING ELECTRICAL EQUIPMENT AND REMOVE EXISTING ELECTRICAL EQUIPMENT AND EXISTING ELECTRICAL EQUIPMENT AND EXISTING ELECTRICAL EQUIPMENT AND ELECTRICAL EQUIPMENT AND ELECTRICAL EQUIPMENT AND EQUIPMENT AND EQUIPMENT AND AND AND RACK INCLUDING ALL WIRE AND EXPOSED CONDUIT.
AutoCAD SHX Text
DEMOLITION KEY NOTES
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1
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DISCONNECT AND REMOVE EXISTING UTILITY FEEDER CONDUCTORS AND REMOVE EXISTING UTILITY FEEDER CONDUCTORS AND REMOVE EXISTING UTILITY FEEDER CONDUCTORS REMOVE EXISTING UTILITY FEEDER CONDUCTORS REMOVE EXISTING UTILITY FEEDER CONDUCTORS EXISTING UTILITY FEEDER CONDUCTORS EXISTING UTILITY FEEDER CONDUCTORS UTILITY FEEDER CONDUCTORS UTILITY FEEDER CONDUCTORS FEEDER CONDUCTORS FEEDER CONDUCTORS CONDUCTORS CONDUCTORS AND EXPOSED CONDUIT, INCLUDING RISER ON POLE AND EXPOSED CONDUIT, INCLUDING RISER ON POLE AND EXPOSED CONDUIT, INCLUDING RISER ON POLE AND CONDUIT, INCLUDING RISER ON POLE AND CONDUIT, INCLUDING RISER ON POLE AND INCLUDING RISER ON POLE AND INCLUDING RISER ON POLE AND RISER ON POLE AND RISER ON POLE AND ON POLE AND ON POLE AND POLE AND POLE AND AND AND WEATHERHEAD. ABANDON UNDERGROUND CONDUIT IN PLACE.
DISCONNECT AND REMOVE EXISTING FLOWMETER CONDUCTORS AND REMOVE EXISTING FLOWMETER CONDUCTORS AND REMOVE EXISTING FLOWMETER CONDUCTORS REMOVE EXISTING FLOWMETER CONDUCTORS REMOVE EXISTING FLOWMETER CONDUCTORS EXISTING FLOWMETER CONDUCTORS EXISTING FLOWMETER CONDUCTORS FLOWMETER CONDUCTORS FLOWMETER CONDUCTORS CONDUCTORS CONDUCTORS AND EXPOSED CONDUIT. ABANDON UNDERGROUND CONDUIT IN EXPOSED CONDUIT. ABANDON UNDERGROUND CONDUIT IN EXPOSED CONDUIT. ABANDON UNDERGROUND CONDUIT IN CONDUIT. ABANDON UNDERGROUND CONDUIT IN CONDUIT. ABANDON UNDERGROUND CONDUIT IN ABANDON UNDERGROUND CONDUIT IN ABANDON UNDERGROUND CONDUIT IN UNDERGROUND CONDUIT IN UNDERGROUND CONDUIT IN CONDUIT IN CONDUIT IN IN IN PLACE.
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4
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DISCONNECT AND REMOVE EXISTING CONDUCTORS TO SPLASHER AND REMOVE EXISTING CONDUCTORS TO SPLASHER AND REMOVE EXISTING CONDUCTORS TO SPLASHER REMOVE EXISTING CONDUCTORS TO SPLASHER REMOVE EXISTING CONDUCTORS TO SPLASHER EXISTING CONDUCTORS TO SPLASHER EXISTING CONDUCTORS TO SPLASHER CONDUCTORS TO SPLASHER CONDUCTORS TO SPLASHER TO SPLASHER TO SPLASHER SPLASHER SPLASHER AERATOR. ABANDON UNDERGROUND CONDUIT IN PLACE.
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5
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STANDBY GENERATOR
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A
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A
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5
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EXISTING CHAIN-LINK FENCE
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EXISTING CHAIN-LINK FENCE
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SEWER MH (E)
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SAMPLER SHED (E)
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SEE SITE PLAN FOR CONTINUATION
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EXISTING EMPTY 2" CONDUIT TO BE USED FOR P202
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EXISTING POWER POLE
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1
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2
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P099
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5
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3
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1
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4
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5
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P205
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CMU BLOCK WALL
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3
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A
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5
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3
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S
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2
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5
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3
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GRW
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TYP
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(TYP 2)
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P204
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X201
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P201
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REFER TO SINGLE LINE DIAGRAM FOR CONDUIT AND CONDUCTOR TO SINGLE LINE DIAGRAM FOR CONDUIT AND CONDUCTOR TO SINGLE LINE DIAGRAM FOR CONDUIT AND CONDUCTOR SINGLE LINE DIAGRAM FOR CONDUIT AND CONDUCTOR SINGLE LINE DIAGRAM FOR CONDUIT AND CONDUCTOR LINE DIAGRAM FOR CONDUIT AND CONDUCTOR LINE DIAGRAM FOR CONDUIT AND CONDUCTOR DIAGRAM FOR CONDUIT AND CONDUCTOR DIAGRAM FOR CONDUIT AND CONDUCTOR FOR CONDUIT AND CONDUCTOR FOR CONDUIT AND CONDUCTOR CONDUIT AND CONDUCTOR CONDUIT AND CONDUCTOR AND CONDUCTOR AND CONDUCTOR CONDUCTOR CONDUCTOR REQUIREMENTS.
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A.
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GENERAL NOTES
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CONSTRUCTION KEY NOTES
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1
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INSTALL CONDUIT, TRENCH AND BACKFILL PER NTUA CONDUIT, TRENCH AND BACKFILL PER NTUA CONDUIT, TRENCH AND BACKFILL PER NTUA TRENCH AND BACKFILL PER NTUA TRENCH AND BACKFILL PER NTUA AND BACKFILL PER NTUA AND BACKFILL PER NTUA BACKFILL PER NTUA BACKFILL PER NTUA PER NTUA PER NTUA NTUA NTUA REQUIREMENTS. REFER TO THE SINGLE LINE DIAGRAM FOR REFER TO THE SINGLE LINE DIAGRAM FOR REFER TO THE SINGLE LINE DIAGRAM FOR TO THE SINGLE LINE DIAGRAM FOR TO THE SINGLE LINE DIAGRAM FOR THE SINGLE LINE DIAGRAM FOR THE SINGLE LINE DIAGRAM FOR SINGLE LINE DIAGRAM FOR SINGLE LINE DIAGRAM FOR LINE DIAGRAM FOR LINE DIAGRAM FOR DIAGRAM FOR DIAGRAM FOR FOR FOR CONDUCTOR REQUIREMENTS.
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2
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INSTALL 120V, 20A GFCI RECEPTACLE WITH WP WHILE-IN-USE 120V, 20A GFCI RECEPTACLE WITH WP WHILE-IN-USE 120V, 20A GFCI RECEPTACLE WITH WP WHILE-IN-USE 20A GFCI RECEPTACLE WITH WP WHILE-IN-USE 20A GFCI RECEPTACLE WITH WP WHILE-IN-USE GFCI RECEPTACLE WITH WP WHILE-IN-USE GFCI RECEPTACLE WITH WP WHILE-IN-USE RECEPTACLE WITH WP WHILE-IN-USE RECEPTACLE WITH WP WHILE-IN-USE WITH WP WHILE-IN-USE WITH WP WHILE-IN-USE WP WHILE-IN-USE WP WHILE-IN-USE WHILE-IN-USE WHILE-IN-USE COVER IN FLUSH MOUNTED BOX IN CMU BLOCK WALL AT +24"AFF IN FLUSH MOUNTED BOX IN CMU BLOCK WALL AT +24"AFF IN FLUSH MOUNTED BOX IN CMU BLOCK WALL AT +24"AFF FLUSH MOUNTED BOX IN CMU BLOCK WALL AT +24"AFF FLUSH MOUNTED BOX IN CMU BLOCK WALL AT +24"AFF MOUNTED BOX IN CMU BLOCK WALL AT +24"AFF MOUNTED BOX IN CMU BLOCK WALL AT +24"AFF BOX IN CMU BLOCK WALL AT +24"AFF BOX IN CMU BLOCK WALL AT +24"AFF IN CMU BLOCK WALL AT +24"AFF IN CMU BLOCK WALL AT +24"AFF CMU BLOCK WALL AT +24"AFF CMU BLOCK WALL AT +24"AFF BLOCK WALL AT +24"AFF BLOCK WALL AT +24"AFF WALL AT +24"AFF WALL AT +24"AFF AT +24"AFF AT +24"AFF +24"AFF +24"AFF (CKT A-5). INSTALL 120V, 20A LIGHT SWITCH WITH WP COVER IN A-5). INSTALL 120V, 20A LIGHT SWITCH WITH WP COVER IN A-5). INSTALL 120V, 20A LIGHT SWITCH WITH WP COVER IN INSTALL 120V, 20A LIGHT SWITCH WITH WP COVER IN INSTALL 120V, 20A LIGHT SWITCH WITH WP COVER IN 120V, 20A LIGHT SWITCH WITH WP COVER IN 120V, 20A LIGHT SWITCH WITH WP COVER IN 20A LIGHT SWITCH WITH WP COVER IN 20A LIGHT SWITCH WITH WP COVER IN LIGHT SWITCH WITH WP COVER IN LIGHT SWITCH WITH WP COVER IN SWITCH WITH WP COVER IN SWITCH WITH WP COVER IN WITH WP COVER IN WITH WP COVER IN WP COVER IN WP COVER IN COVER IN COVER IN IN IN FLUSH MOUNTED BOX IN CMU WALL ABOVE RECEPTACLE AT MOUNTED BOX IN CMU WALL ABOVE RECEPTACLE AT MOUNTED BOX IN CMU WALL ABOVE RECEPTACLE AT BOX IN CMU WALL ABOVE RECEPTACLE AT BOX IN CMU WALL ABOVE RECEPTACLE AT IN CMU WALL ABOVE RECEPTACLE AT IN CMU WALL ABOVE RECEPTACLE AT CMU WALL ABOVE RECEPTACLE AT CMU WALL ABOVE RECEPTACLE AT WALL ABOVE RECEPTACLE AT WALL ABOVE RECEPTACLE AT ABOVE RECEPTACLE AT ABOVE RECEPTACLE AT RECEPTACLE AT RECEPTACLE AT AT AT +42"AFF (CKT A-5) TO CONTROL WALL MOUNTED LUMINAIRES. (CKT A-5) TO CONTROL WALL MOUNTED LUMINAIRES. (CKT A-5) TO CONTROL WALL MOUNTED LUMINAIRES. A-5) TO CONTROL WALL MOUNTED LUMINAIRES. A-5) TO CONTROL WALL MOUNTED LUMINAIRES. TO CONTROL WALL MOUNTED LUMINAIRES. TO CONTROL WALL MOUNTED LUMINAIRES. CONTROL WALL MOUNTED LUMINAIRES. CONTROL WALL MOUNTED LUMINAIRES. WALL MOUNTED LUMINAIRES. WALL MOUNTED LUMINAIRES. MOUNTED LUMINAIRES. MOUNTED LUMINAIRES. LUMINAIRES. LUMINAIRES. CONDUIT SHALL BE CONCEALED IN CMU BLOCK WALL.
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INSTALL WALL MOUNTED LUMINAIRE ON FLUSH-MOUNTED BOX IN WALL MOUNTED LUMINAIRE ON FLUSH-MOUNTED BOX IN WALL MOUNTED LUMINAIRE ON FLUSH-MOUNTED BOX IN MOUNTED LUMINAIRE ON FLUSH-MOUNTED BOX IN MOUNTED LUMINAIRE ON FLUSH-MOUNTED BOX IN LUMINAIRE ON FLUSH-MOUNTED BOX IN LUMINAIRE ON FLUSH-MOUNTED BOX IN ON FLUSH-MOUNTED BOX IN ON FLUSH-MOUNTED BOX IN FLUSH-MOUNTED BOX IN FLUSH-MOUNTED BOX IN BOX IN BOX IN IN IN TOP ROW OF CMU BLOCK WALL. CONDUIT SHALL BE CONCEALED IN ROW OF CMU BLOCK WALL. CONDUIT SHALL BE CONCEALED IN ROW OF CMU BLOCK WALL. CONDUIT SHALL BE CONCEALED IN OF CMU BLOCK WALL. CONDUIT SHALL BE CONCEALED IN OF CMU BLOCK WALL. CONDUIT SHALL BE CONCEALED IN CMU BLOCK WALL. CONDUIT SHALL BE CONCEALED IN CMU BLOCK WALL. CONDUIT SHALL BE CONCEALED IN BLOCK WALL. CONDUIT SHALL BE CONCEALED IN BLOCK WALL. CONDUIT SHALL BE CONCEALED IN WALL. CONDUIT SHALL BE CONCEALED IN WALL. CONDUIT SHALL BE CONCEALED IN CONDUIT SHALL BE CONCEALED IN CONDUIT SHALL BE CONCEALED IN SHALL BE CONCEALED IN SHALL BE CONCEALED IN BE CONCEALED IN BE CONCEALED IN CONCEALED IN CONCEALED IN IN IN CMU BLOCK WALL.
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DIG DOWN AND LOCATE EXISTING EMPTY 2" CONDUIT. CUT, AND DOWN AND LOCATE EXISTING EMPTY 2" CONDUIT. CUT, AND DOWN AND LOCATE EXISTING EMPTY 2" CONDUIT. CUT, AND AND LOCATE EXISTING EMPTY 2" CONDUIT. CUT, AND AND LOCATE EXISTING EMPTY 2" CONDUIT. CUT, AND LOCATE EXISTING EMPTY 2" CONDUIT. CUT, AND LOCATE EXISTING EMPTY 2" CONDUIT. CUT, AND EXISTING EMPTY 2" CONDUIT. CUT, AND EXISTING EMPTY 2" CONDUIT. CUT, AND EMPTY 2" CONDUIT. CUT, AND EMPTY 2" CONDUIT. CUT, AND 2" CONDUIT. CUT, AND 2" CONDUIT. CUT, AND CONDUIT. CUT, AND CONDUIT. CUT, AND CUT, AND CUT, AND AND AND EXTEND TO PANEL "H" AS CONDUIT P202.
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STUB UP WITH RMC AND "LB" INTO SAMPLER SHED USING UP WITH RMC AND "LB" INTO SAMPLER SHED USING UP WITH RMC AND "LB" INTO SAMPLER SHED USING WITH RMC AND "LB" INTO SAMPLER SHED USING WITH RMC AND "LB" INTO SAMPLER SHED USING RMC AND "LB" INTO SAMPLER SHED USING RMC AND "LB" INTO SAMPLER SHED USING AND "LB" INTO SAMPLER SHED USING AND "LB" INTO SAMPLER SHED USING "LB" INTO SAMPLER SHED USING "LB" INTO SAMPLER SHED USING INTO SAMPLER SHED USING INTO SAMPLER SHED USING SAMPLER SHED USING SAMPLER SHED USING SHED USING SHED USING USING USING EXISTING WALL PENETRATION. CONNECT NEW CONDUIT AND WALL PENETRATION. CONNECT NEW CONDUIT AND WALL PENETRATION. CONNECT NEW CONDUIT AND PENETRATION. CONNECT NEW CONDUIT AND PENETRATION. CONNECT NEW CONDUIT AND CONNECT NEW CONDUIT AND CONNECT NEW CONDUIT AND NEW CONDUIT AND NEW CONDUIT AND CONDUIT AND CONDUIT AND AND AND CONDUCTORS (CKT A-4,6) TO EXISTING LIGHTS AND RECEPTACLE (CKT A-4,6) TO EXISTING LIGHTS AND RECEPTACLE (CKT A-4,6) TO EXISTING LIGHTS AND RECEPTACLE A-4,6) TO EXISTING LIGHTS AND RECEPTACLE A-4,6) TO EXISTING LIGHTS AND RECEPTACLE TO EXISTING LIGHTS AND RECEPTACLE TO EXISTING LIGHTS AND RECEPTACLE EXISTING LIGHTS AND RECEPTACLE EXISTING LIGHTS AND RECEPTACLE LIGHTS AND RECEPTACLE LIGHTS AND RECEPTACLE AND RECEPTACLE AND RECEPTACLE RECEPTACLE RECEPTACLE IN SAMPLER SHED.
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#4 GEC (UNDER CONCRETE SLAB)
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6
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RADIATOR
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7
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INSTALL 4" X 6" CONCRETE FILLED BOLLARD PER NTUA 4" X 6" CONCRETE FILLED BOLLARD PER NTUA 4" X 6" CONCRETE FILLED BOLLARD PER NTUA X 6" CONCRETE FILLED BOLLARD PER NTUA X 6" CONCRETE FILLED BOLLARD PER NTUA 6" CONCRETE FILLED BOLLARD PER NTUA 6" CONCRETE FILLED BOLLARD PER NTUA CONCRETE FILLED BOLLARD PER NTUA CONCRETE FILLED BOLLARD PER NTUA FILLED BOLLARD PER NTUA FILLED BOLLARD PER NTUA BOLLARD PER NTUA BOLLARD PER NTUA PER NTUA PER NTUA NTUA NTUA REQUIREMENTS.
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COORDINATE WITH NTUA FOR CONSTRUCTION REQUIREMENTS TO WITH NTUA FOR CONSTRUCTION REQUIREMENTS TO WITH NTUA FOR CONSTRUCTION REQUIREMENTS TO NTUA FOR CONSTRUCTION REQUIREMENTS TO NTUA FOR CONSTRUCTION REQUIREMENTS TO FOR CONSTRUCTION REQUIREMENTS TO FOR CONSTRUCTION REQUIREMENTS TO CONSTRUCTION REQUIREMENTS TO CONSTRUCTION REQUIREMENTS TO REQUIREMENTS TO REQUIREMENTS TO TO TO INSTALL 6" RMC RISER, STAND-OFF BRACKETS AND WEATHERHEAD ON EXISTING WOOD POLE.
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8
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7
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(TYP 2)
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P200A
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P200B
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P203
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X203
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ATS
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SES
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UTILITY TRANSFORMER
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AA
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E206
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9
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9
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INSTALL TRANSFORMER PAD AND GROUND RODS PER NTUA TRANSFORMER PAD AND GROUND RODS PER NTUA TRANSFORMER PAD AND GROUND RODS PER NTUA PAD AND GROUND RODS PER NTUA PAD AND GROUND RODS PER NTUA AND GROUND RODS PER NTUA AND GROUND RODS PER NTUA GROUND RODS PER NTUA GROUND RODS PER NTUA RODS PER NTUA RODS PER NTUA PER NTUA PER NTUA NTUA NTUA REQUIREMENTS.
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1
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EXISTING OVERHEAD SECONDARY
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EXISTING INFLUENT FLOWMETER (CKT A-2)
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PANEL "H"
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MINI-POWER CENTER (PANEL "A")
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CONCRETE FLOOR
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ALL GENERATOR ENCLOSURE DIMENSIONS SHOWN ARE THE GENERATOR ENCLOSURE DIMENSIONS SHOWN ARE THE GENERATOR ENCLOSURE DIMENSIONS SHOWN ARE THE ENCLOSURE DIMENSIONS SHOWN ARE THE ENCLOSURE DIMENSIONS SHOWN ARE THE DIMENSIONS SHOWN ARE THE DIMENSIONS SHOWN ARE THE SHOWN ARE THE SHOWN ARE THE ARE THE ARE THE THE THE MINIMUM SPACE REQUIREMENTS.
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B.
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10
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STUBUP AND CAP EMPTY CONDUIT X203 NEAR WALL FOR FUTURE AND CAP EMPTY CONDUIT X203 NEAR WALL FOR FUTURE AND CAP EMPTY CONDUIT X203 NEAR WALL FOR FUTURE CAP EMPTY CONDUIT X203 NEAR WALL FOR FUTURE CAP EMPTY CONDUIT X203 NEAR WALL FOR FUTURE EMPTY CONDUIT X203 NEAR WALL FOR FUTURE EMPTY CONDUIT X203 NEAR WALL FOR FUTURE CONDUIT X203 NEAR WALL FOR FUTURE CONDUIT X203 NEAR WALL FOR FUTURE X203 NEAR WALL FOR FUTURE X203 NEAR WALL FOR FUTURE NEAR WALL FOR FUTURE NEAR WALL FOR FUTURE WALL FOR FUTURE WALL FOR FUTURE FOR FUTURE FOR FUTURE FUTURE FUTURE SCADA.
120/240V, 1 , 3W, 100ASERVICE FROM UTILITY (SCA = 10,322 PER NTUA)
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MLO
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3-#2, 1-1/2"C
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P220
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(E)
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(E)
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(E)
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(E)
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(E)
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(E)
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(E)
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(E)
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(E)
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(E)
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(E)
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(E)
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(E)
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(E)
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(E)
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(E)
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PANEL "D"
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EXISTING SO2 BLDG PANELBOARD
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EXISTING CHLORINE BLDG PANELBOARD
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20A
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1P
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20A
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1P
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BATTERY CHARGER
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BLOCK HEATER
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P225
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4-#12, #12 GND, 3/4"C
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X221
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P221
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3-#2, #6 GND, 1-1/2"C
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3-#8, #10 GND, 1"C
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P222
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3-#2, #8 GND, 1-1/2"C
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P223
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20A
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1P
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WALL MOUNTED LIGHTS & RECEPT
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2-#12, #12 GND, 3/4"C
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P224
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COORDINATE WITH NTUA TO DISCONTINUE POWER, THEN WITH NTUA TO DISCONTINUE POWER, THEN WITH NTUA TO DISCONTINUE POWER, THEN NTUA TO DISCONTINUE POWER, THEN NTUA TO DISCONTINUE POWER, THEN TO DISCONTINUE POWER, THEN TO DISCONTINUE POWER, THEN DISCONTINUE POWER, THEN DISCONTINUE POWER, THEN POWER, THEN POWER, THEN THEN THEN DISCONNECT AND REMOVE ALL EXISTING ELECTRICAL EQUIPMENT AND REMOVE ALL EXISTING ELECTRICAL EQUIPMENT AND REMOVE ALL EXISTING ELECTRICAL EQUIPMENT REMOVE ALL EXISTING ELECTRICAL EQUIPMENT REMOVE ALL EXISTING ELECTRICAL EQUIPMENT ALL EXISTING ELECTRICAL EQUIPMENT ALL EXISTING ELECTRICAL EQUIPMENT EXISTING ELECTRICAL EQUIPMENT EXISTING ELECTRICAL EQUIPMENT ELECTRICAL EQUIPMENT ELECTRICAL EQUIPMENT EQUIPMENT EQUIPMENT ON POLE INCLUDING ALL EXPOSED WIRE AND EXPOSED CONDUIT.
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DEMOLITION KEY NOTES
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1
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DISCONNECT AND REMOVE EXISTING UTILITY FEEDER CONDUCTORS AND REMOVE EXISTING UTILITY FEEDER CONDUCTORS AND REMOVE EXISTING UTILITY FEEDER CONDUCTORS REMOVE EXISTING UTILITY FEEDER CONDUCTORS REMOVE EXISTING UTILITY FEEDER CONDUCTORS EXISTING UTILITY FEEDER CONDUCTORS EXISTING UTILITY FEEDER CONDUCTORS UTILITY FEEDER CONDUCTORS UTILITY FEEDER CONDUCTORS FEEDER CONDUCTORS FEEDER CONDUCTORS CONDUCTORS CONDUCTORS AND EXPOSED CONDUIT, RISER ON POLE AND WEATHERHEAD.
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2
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2
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1
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1
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1
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1
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SAMPLER SHED LIGHTS & RECEPT (E)
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20A
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2P
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3-#12, #12 GND, 3/4"C
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P226
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20A
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1P
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SPARE
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6,8
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10
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2,4
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9
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5,7
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3
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1
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20A
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1P
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12
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BUILDING LIGHTS (E)
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RECEPTACLE
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LIGHT SWITCH
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3
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DISCONNECT AND REMOVE EXISTING SO2 BUILDING FEEDER. AND REMOVE EXISTING SO2 BUILDING FEEDER. AND REMOVE EXISTING SO2 BUILDING FEEDER. REMOVE EXISTING SO2 BUILDING FEEDER. REMOVE EXISTING SO2 BUILDING FEEDER. EXISTING SO2 BUILDING FEEDER. EXISTING SO2 BUILDING FEEDER. SO2 BUILDING FEEDER. SO2 BUILDING FEEDER. BUILDING FEEDER. BUILDING FEEDER. FEEDER. FEEDER. ABANDON UNDERGROUND CONDUIT IN PLACE.
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4
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5
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5
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3
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4
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DISCONNECT AND REMOVE EXISTING CHLORINE BUILDING AND REMOVE EXISTING CHLORINE BUILDING AND REMOVE EXISTING CHLORINE BUILDING REMOVE EXISTING CHLORINE BUILDING REMOVE EXISTING CHLORINE BUILDING EXISTING CHLORINE BUILDING EXISTING CHLORINE BUILDING CHLORINE BUILDING CHLORINE BUILDING BUILDING BUILDING PANELBOARD FEEDER. ABANDON UNDERGROUND CONDUIT IN FEEDER. ABANDON UNDERGROUND CONDUIT IN FEEDER. ABANDON UNDERGROUND CONDUIT IN ABANDON UNDERGROUND CONDUIT IN ABANDON UNDERGROUND CONDUIT IN UNDERGROUND CONDUIT IN UNDERGROUND CONDUIT IN CONDUIT IN CONDUIT IN IN IN PLACE.
PACKAGED AERATION CONTROL PANEL FURNISHED BY OWNER.
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2
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ANCHOR ENCLOSURE TO CONCRETE PAD WITH (4) 3/8" CONCRETE ANCHORS.
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AUTOMATIC TRANSFER SWITCH
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480V PANEL "H"
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SERVICE ENTRANCE SECTION
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MCB
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MINI- POWER CENTER PANEL "A"
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ELECTRICAL EQUIPMENT ELEVATION
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NTS
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AA
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E203
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FINISHED FLOOR
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SERVICE CONDUITS
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NOTE: ALL CONDUITS NOT INDICATED FOR CLARITY
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M
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M
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SERVICE ENTRANCE SECTION
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3
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REMOVE EXISTING JUNCTION BOX AND TERMINATE EXISTING EMPTY 2" CONDUIT IN AERATION CONTROL PANEL.
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CMU BLOCK WALL
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LUMINAIRE
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CMU BLOCK WALL
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LUMINAIRE
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PACKAGED AERATION CONTROL PANEL ELEVATION
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NTS
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1
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2
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PACKAGED AERATION CONTROL PANEL
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FINISHED GRADE
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ACP
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E201
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CONCRETE PAD PER CIVIL PLANS
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3
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EXISTING EMPTY 2" CONDUIT
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P202
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P206
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P209
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P208
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P210
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P207
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#4 BARE Cu IN 3/4" PVC SLEEVE
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3/4"x10' Cu-CLAD GROUND ROD
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EXOTHERMIC WELD CONNECTION
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LEVELING NUT
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FINISHED GRADE
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1" NON-SHRINK GROUT WITH 1" CHAMFER
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GALVANIZED STEEL ANCHOR BOLTS (SIZE AS REQ'D BY POLE MFR FOR 100 MPH WIND LOADING)
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#4 TIES @ 12" O.C.
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GROUNDING LUG
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6-#6 VERTS WITH STD HOOKS
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%%USECTION A-A
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%%UELEVATION
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NTS
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AL1
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TYP
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%%U AREA LIGHT DETAIL
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3000 PSI (AT 28 DAYS), 4" SLUMP CONCRETE WITH A 1-2-3 MIX DESIGN (CEMENT-SAND-AGGREGATE)
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PVC CONDUIT
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FLUSH MOUNTED 120V, 20A, DUPLEX, GFCI TYPE RECEPTACLE WITH WP W-I-U COVER AT +24"
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HANDHOLE AT +12"
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2-#12, #12 GND TO LUMINAIRE
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3/4" PVC SLEEVE FOR GROUND CONDUCTOR
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#4 @ 12" TIES WITH 2' LAP (TYPICAL)
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EDGE OF FOUNDATION
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CONDUIT AND CONDUCTORS AS REQUIRED
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3 #4 @ 1½" O.C. TIES
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PLACE FIRST TIE 1½" MAX FROM TOP OF CONCRETE
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1" CLEAR
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SQUARE ALUMINUM POLE, POLE FINISH TO BE DARK BRONZE TO MATCH LUMINAIRE
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FLUSH MOUNTED 120V, 20A, SPST LIGHT SWITCH WITH WP COVER
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A-A
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-
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A-A
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-
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GROUNDING TYPE BUSHING - BOND TO #4 GND
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PVC TO GRS CONDUIT ADAPTER
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RIGID STEEL CONDUIT WITH 20-MIL HALF LAPPED VINYL TAPE OVER ENTIRE LENGTH OF GRS CONDUIT
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PHOTOCELL
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GROUND ROD WELL PER TYPICAL DETAIL
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56W POLE MOUNTED LED LUMINAIRE (4000K) WITH A FULLY GASKETED POLE MOUNTED LED LUMINAIRE (4000K) WITH A FULLY GASKETED POLE MOUNTED LED LUMINAIRE (4000K) WITH A FULLY GASKETED MOUNTED LED LUMINAIRE (4000K) WITH A FULLY GASKETED MOUNTED LED LUMINAIRE (4000K) WITH A FULLY GASKETED LED LUMINAIRE (4000K) WITH A FULLY GASKETED LED LUMINAIRE (4000K) WITH A FULLY GASKETED LUMINAIRE (4000K) WITH A FULLY GASKETED LUMINAIRE (4000K) WITH A FULLY GASKETED (4000K) WITH A FULLY GASKETED (4000K) WITH A FULLY GASKETED WITH A FULLY GASKETED WITH A FULLY GASKETED A FULLY GASKETED A FULLY GASKETED FULLY GASKETED FULLY GASKETED GASKETED GASKETED EXTRUDED ALUMINUM HOUSING FINISHED WITH A BRONZE THERMOSET ALUMINUM HOUSING FINISHED WITH A BRONZE THERMOSET ALUMINUM HOUSING FINISHED WITH A BRONZE THERMOSET HOUSING FINISHED WITH A BRONZE THERMOSET HOUSING FINISHED WITH A BRONZE THERMOSET FINISHED WITH A BRONZE THERMOSET FINISHED WITH A BRONZE THERMOSET WITH A BRONZE THERMOSET WITH A BRONZE THERMOSET A BRONZE THERMOSET A BRONZE THERMOSET BRONZE THERMOSET BRONZE THERMOSET THERMOSET THERMOSET POLYESTER POWDER COAT. LUMINAIRE SHALL INCLUDE PHOTOCELL, TYPE V POWDER COAT. LUMINAIRE SHALL INCLUDE PHOTOCELL, TYPE V POWDER COAT. LUMINAIRE SHALL INCLUDE PHOTOCELL, TYPE V COAT. LUMINAIRE SHALL INCLUDE PHOTOCELL, TYPE V COAT. LUMINAIRE SHALL INCLUDE PHOTOCELL, TYPE V LUMINAIRE SHALL INCLUDE PHOTOCELL, TYPE V LUMINAIRE SHALL INCLUDE PHOTOCELL, TYPE V SHALL INCLUDE PHOTOCELL, TYPE V SHALL INCLUDE PHOTOCELL, TYPE V INCLUDE PHOTOCELL, TYPE V INCLUDE PHOTOCELL, TYPE V PHOTOCELL, TYPE V PHOTOCELL, TYPE V TYPE V TYPE V V V IES DISTRIBUTION PATTERN AND SHALL BE UL LISTED FOR WET LOCATIONS. ACCEPTABLE MANUFACTURERS: VISIONAIRE LIGHTING (EL2-1-T5-48LC-3-4K-UNV-MAF-BZ-PCR120) PHILLIPS/GARDCO (P21-A1-1-5W-55LA-NW-UNV-BRP-SPA-1-2-PC) SPAULDING (CL1S-A-32L-U-4K-5W-053-DB-PR(U))
