critical secondary water supply constructionnot for · 2020-03-10 · east, easting each each face,...
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CITY AND BOROUGH OF SITKACRITICAL SECONDARY WATER SUPPLY
SITKA AIRPORT
FILTER PLANT
VICINITY MAP
LOCATION MAPSITKA
INTAKE
PROJECT VICINITY
NOT FOR
CONSTRUCTION
DESIGN TEAM
@%AABACADDLAFAFDALALTNAMAPPROXAUTOBBFVBLDGBMBOTBWABWSBWWCBCBSCDCFCICISPCJCLCSCMPCOLCONCCONTCPCPEPCP-XCSWCTRCYDDCDIDIADIMDNDWGEEAEFELELEVELLELECEOPEWEXSTEXISTFDFFFGFLUORFTFTGSFTWGGAGALVGNDGPMGRTGHDHDPEHHHMAHOAHORHORIZHPWHSHTI&CIDIEIN.J, J-BOXJTLBLFLOSLRMAMAXMCMCCMECHMFRMG/LMGDMHMIN
ATPERCENTAMMETER, AMPERE, AMBERANCHOR BOLT, AGGREGATE BASEASPHALTIC CONCRETE, ALTERNATING CURRENTADDITIONALAMPERE FRAMEADJUSTABLE FREQUENCY DRIVEALUMINUMALTERNATEAUTO-MANUALAPPROXIMATEAUTOMATICBOTTOMBUTTERFLY VALVEBUILDINGBENCH MARK, BEAMBOTTOMBACKWASH AIRBACKWASH SUPPLYBACKWASH WASTECIRCUIT BREAKERCITY AND BOROUGH OF SITKACHEMICAL DRAINCUBIC FOOT (FEET)CONTINUOUS INSULATION, CAST IRONCAST IRON SOIL PIPECONSTRUCTION JOINTCENTERLINE, CLASSCHLORINE SOLUTIONCORRUGATED METAL PIPECOLUMNCONCRETE, CONCENTRICCONTINUOUS, CONTINUED, CONTINUATIONCONTROL POINTCORRUGATED POLYETHYLENE PIPECONTROL PANEL NO. XCRITICAL SECONDARY WATERCENTER, CENTEREDCUBIC YARDSDRAIN, DEEP, DEPTHDIRECT CURRENTDUCTILE IRONDIAMETERDIMENSIONDOWNDRAWINGEAST, EASTINGEACHEACH FACE, EXHAUST FANELEVATIONELEVATIONELBOWELECTRIC, ELECTRICALEDGE OF PAVEMENTEACH WAYEXISTINGEXISTINGFLOOR DRAINFINISHED FLOORFINISH GRADEFLUORESCENTFOOT (FEET)FOOTINGSFILTER TO WASTEGREEN, GROUNDGAUGEGALVANIZEDGROUNDGALLONS PER MINUTEGRATINGHUB DRAINHIGH DENSITY POLYETHYLENEHAND HOLEHOT MIX ASPHALTHAND-OFF-AUTOHAND-OFF-REMOTEHORIZONTALHIGH PRESSURE WATERHAND SWITCHHEIGHTINSTRUMENTATION & CONTROLINSIDE DIAMETERINVERT ELEVATIONINCHJUNCTION BOXJOINTPOUNDLINEAR FEETLOCKOUT STOPLOCAL-REMOTEMANUAL-AUTOMAXIMUMMODULATE-CLOSEMOTOR CONTROL CENTERMECHANICALMANUFACTURERMILLIGRAMS PER LITERMILLION GALLONS PER DAYMANHOLEMINIMUM
GENERAL NOTES
FOR MANHOLES INSTALLED IN PAVED SURFACES, ADJUST RIM TO EXISTING GRADE OR FINISH GRADE AFTER OVERLAY AS APPLICABLE. FOR MANHOLES INSTALLED IN GRAVELED AREAS, ADJUST TO FINISH GRADE. FOR MANHOLES INSTALLED IN NON-TRAVELED AREAS. ADJUST TO 2" ABOVE FINISH GRADE.
1.
2.
3.
4.
6.
GENERAL SYMBOLOGY
1.
NOTES:IF PLAN AND SECTION (OR DETAIL CALL-OUT AND DETAIL) ARE SHOWNON SAME DRAWING, DRAWING NUMBER IS REPLACED BY " -- ".
LAY PIPE TO CONTINUOUS UPWARD OR DOWNWARD SLOPE BETWEEN AIRRELEASE STATIONS AND LOW POINTS WHILE MAINTAINING MINIMUM COVER,MINIMUM CLEARANCE WITH EXISTING UTILITIES, AND ALLOWING SUFFICIENTCLEARANCE AT HIGH POINTS FOR AIR RELEASE VALVE VAULTS TO BEINSTALLED AT GRADE. DO NOT EXCEED JOINT DEFLECTION ALLOWANCESOR PIPE BENDING ALLOWANCES LISTED IN THE SPECIFICATIONS.
FOR GEOTECHNICAL INFORMATION AND BORING LOGS, REFER TO THEGEOTECHNICAL DESIGN CRITERIA MEMORANDA, CRW ENGINEERINGGROUP LLC, SEPTEMBER 2018 AND SHANNON & WILSON. SEPTEMBER 2018.
NO WORK SHALL BE DONE UNTIL ALL NECESSARY PERMITS HAVE BEENRECEIVED FROM THE AGENCIES HAVING AUTHORITY.
EXISTING PIPING, EQUIPMENT AND TOPOGRAPHY ARE SHOWN SCREENEDAND/OR LIGHTENED. NEW PIPING, EQUIPMENT, STRUCTURES, AND FINISHGRADE IS SHOWN HEAVY LINED.
ALL CALLOUTS AND NOTES ARE DIRECTED TO THE CONTRACTOR UNLESSSPECIFICALLY STATED OTHERWISE.
SUBMITTALS, REQUEST FOR INFORMATION (RFI), CHANGE ORDERS, ETC.,SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS FORTHIS PROJECT.
5. PROTECT ALL EXISTING UTILITIES AND FACILITIES DURING CONSTRUCTION.USE CARE WHEN EXCAVATING ADJACENT TO EXISTING UTILITIES ANDPROVIDE UTILITY SUPPORT AS NEEDED TO AVOID DISPLACEMENT ORMOVEMENT OF UTILITY. COORDINATE WITH, AND MEET ALL REQUIREMENTSOF THE APPLICABLE UTILITY WHILE WORKING AROUND OR NEAR THEIRFACILITIES.
ABBREVIATIONSSECTION IDENTIFICATION
DETAIL IDENTIFICATION
1
S-6
(1) THE DETAIL IDENTIFICATION SHOWN ON DRAWING S-1 AS:
DETAIL IDENTIFICATION
(2) ON DRAWING S-6 THIS DETAIL IS IDENTIFIED AS:
DETAIL NUMBER
DRAWING ON WHICH DETAIL WAS TAKEN.
1
S-6
1
S-1
SECTION/ELEVATION APPEARS.DRAWING ON WHICH
ELEVATION NUMBER
SECTION NUMBER
(1) THE SECTION IS CUT ON DRAWING:
IS ON THE SAME SHEET.
1
S-1
(2) ON DRAWING S-1 THIS SECTION IS IDENTIFIED AS:
SECTION NUMBER
DRAWING ON WHICHSECTION WAS TAKEN.
DRAWING ON WHICH DETAILIS LOCATED.
"--" INDICATES THE DETAIL ISLOCATED AND REFERENCEDON THE SAME SHEET.
"--" INDICATES THE SECTION/ELEVATION
"--" INDICATES THE
FROM THE SAME SHEET.DRAWING IS TAKEN
NORTH, NEUTRAL, NORTHINGNOT APPLICABLENORMALLY CLOSEDNOT IN CONTRACTNUMBER, NUMBERING, NORMALLY OPENNATIONAL PIPE THREADNORTHERN SOUTHEAST REGIONAL AQUACULTURE ASSOCIATIONNOT TO SCALEON CENTEROPEN-CLOSE (D)OPEN-CLOSE-AUTOOPEN-CLOSE-REMOTEOUTSIDE DIAMETEROVERFLOWOVERLOAD RELAYON-OFFON-OFF-AUTOON-OFF-REMOTEOPENINGOPEN-STOP-CLOSEPLAN AND PROFILEPLANT EFFLUENT, PLAIN ENDPERFORATEDHYDROGEN ION CONCENTRATIONPOINT OF INTERSECTIONPLATEPANELPREMOLDED JOINT FILLERPARTS PER MILLIONPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPOUNDS PER SQUARE INCH, GAUGEPOINTPOLYVINYL CHLORIDEPOWERRADIUS, REDRECEPTACLEREDUCERREINFORCED, REINFORCING, REINFORCEREQUIREDRESTRAINED JOINTRADIUS POINTRIGHTRAW WATERSOUTHSAMPLESHORT CIRCUIT CURRENT RATINGSCHEDULESTORM DRAINSTANDARD DIMENSION RATIOSIMILARSOFT STARTER, SANITARY SEWER, START-STOP, SERVICE SINKSTAINLESS STEELSTATIONSTANDARDTHERMOSTAT, TOPTEMPORARYTEMPORARY EROSION AND SEDIMENT CONTROLTHICKTHROUGHTERMINAL JUNCTION BOXTOPOGRAPHYTURBIDITYTREATED WATERTYPICALUNIT HEATERUNLESS OTHERWISE NOTEDULTRAVIOLETULTRAVIOLET TRANSMITTANCEVOLTMETER, VOLT, VENTVERTICALVIBRATIONWESTWIDTH, WIDE, WATTWITHWITHOUTNO. 1 (POTABLE) WATERNO. 2 (NON-POTABLE) WATERWATER CLOSETWATER HEATERWEATHERPROOFWEIGHTTRANSFORMER
NN/ANCNICNO.NPTNSRAANTSO.C.OCOCAOCRODOFOLOOOOAOOROPNGOSCP&PPEPERFpHPIPLPJFPNLPPMPSFPSIPSIGPTPVCPWRRRCPTRDCRREINFREQDRJRPRTRWSSASCCRSCHDSDSDRSIMSSSSTSTASTDTTEMPTESCTHKTHRUTJBTOPOTURBTWTYPUHUONUVUVTVVERTVIBWWIW/W/OUTW1W2WCWHWPWTXFMR
1S-6
SECTIONSCALE AS NOTED
1S-1
DETAIL NAMESCALE AS NOTED
7.
8.
"--" INDICATES THE DETAIL ISLOCATED AND REFERENCED ONTHE SAME SHEET. SEE NOTE 2.
MJMOMSMSCMT
MECHANICAL JOINTMOTOR OPERATORMOTOR STARTERMANUFACTURER SUPPLIED CABLEMOUNT
NOT FOR
CONSTRUCTION
SHEET NAMING CONVENTION
S100FP
BUILDING IDFP NEW FILTER PLANT
I NEW INTAKE & PIPELINE
UV UV FACILITY
SHEET TYPE000 GENERAL (SYMBOLS, LEGENDS, NOTES, SCHEDULES, ETC)
100 PLANS (SITE CONTROL, PROJECT NARRATIVE, PLANVIEWS, PLAN & PROFILE)
200 ELEVATIONS (VERTICAL VIEWS)
300 SECTIONS (SECTIONAL/PROFILE VIEWS)
400 LARGE SCALED VIEWS (PLANS, ELEVATIONS, SECTIONS)
500 DETAILS
600 DIAGRAMS
DISCIPLINEA ARCHITECTURAL
C CIVIL
E ELECTRICAL
G GENERAL
I INSTRUMENTATION AND CONTROL
M BUILDING MECHANICAL
S STRUCTURAL
D PROCESS
BLUE LAKE
SAWMILLCREEKINTAKE
UV BUILDING
CSW FACILITY
M M
OETATS
49
TH
A
AKSALF
CBS WATER TREATMENT SCHEMATIC1
BASIS OF DESIGN
NOT FOR
CONSTRUCTION
1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.
2. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENTSTRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OFPIPE.
3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN ISAPPROXIMATE. CONTRACTOR SHALL DESIGN SUPPORTS AS SPECIFIED.
4. ALL JOINTS SHALL BE WATERTIGHT.
5. ALL FLEXIBLE CONNECTORS AND FLANGED COUPLING ADAPTERS SHALL BEPROVIDED WITH THRUST TIES, BLOCKS, AND ANCHORS, UNLESS OTHERWISE NOTED.THRUST PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED.
6. SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWEDTHROUGHOUT THE DRAWINGS, WHEREVER APPLICABLE. NOT ALL OF THE VARIOUSPIPING COMPONENTS ARE NECESSARILY USED IN THE PROJECT.
7. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS IS APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVESAND MECHANICAL EQUIPMENT.
8. WHERE A GROOVED END COUPLING IS SHOWN, IT SHALL BE THE RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED. WHERE A FLANGED COUPLING ADAPTER IS SHOWN,A STANDARD FLANGE SHALL BE JOINED TO THE COUPLING ADAPTER.
9. AT LOCATIONS WHERE WATER AND SEWER LINES CROSS, DO NOT INSTALL WATERLINE JOINTS WITHIN 9 FEET OF SEWER LINE JOINTS. ALSO, AT CROSSING LOCATIONSINSTALL WATER LINE ABOVE SEWER LINE AND MAXIMIZE VERTICAL SEPARATION (18"MINIMUM) UNTIL EXISTING APPURTENANCES, ELEVATIONS, OR DEPTH-OF-COVERREQUIREMENTS LIMIT SUCH INSTALLATION.
1. CALL THE CITY AND BOROUGH OF SITKA UTILITY OFFICE FOR LOCATE SERVICEAT 907-747-1818 A MINIMUM OF TWO BUSINESS DAYS PRIOR TO ANYEXCAVATION.
2. WHERE REFERENCED ON THE DRAWINGS, AKDOT SHALL MEAN ALASKADEPARTMENT OF TRANSPORTATION AND PUBLIC FACILITIES, STANDARDSPECIFICATIONS FOR HIGHWAY CONSTRUCTION AND/OR ALASKA STANDARDDRAWING MANUAL, 2004 EDITION.
3. "STANDARD SPECIFICATIONS" WHEN USED IN THE PLANS REFER TO THE CITYAND BOROUGH OF SITKA, ALASKA STANDARD SPECIFICATIONS (2002). "CBSSTANDARD DETAILS" REFER TO THE DETAILS PUBLISHED IN THE STANDARDSPECIFICATIONS.
4. HORIZONTAL LOCATIONS ARE PROJECT COORDINATES ESTABLISHED BASED ONPLAT INFORMATION.
5. EXISTING UTILITIES SHOWN ARE TAKEN FROM EXISTING RECORDS AND OTHERSOURCES. THE INFORMATION IS PROVIDED FOR CONTRACTORS CONVENIENCEONLY. THERE MAY BE DISCREPANCIES AND OMISSIONS. CONTRACTOR SHALLFIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TOEXCAVATION.
6. PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. NO ASSURANCE ISGIVEN THAT THE INDICATED POSITION OF ANY EXISTING UTILITY IS CORRECT ORTHAT THE INFORMATION IS COMPLETE. ALL LOCATIONS OF EXISTING UTILITIESARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOVERIFY THE CORRECT AND TRUE LOCATION AS TO AVOID DAMAGE ORDISTURBANCE. DAMAGE TO EXISTING SITE FACILITIES SHALL BE REPAIRED BYTHE CONTRACTOR AT HIS SOLE EXPENSE.
7. ALL CALLOUTS AND NOTES ARE DIRECTED TO CONTRACTOR UNLESSSPECIFICALLY STATED OTHERWISE.
8. HORIZONTAL DIMENSIONS ON PLAN AND PROFILE SHEETS TO PIPELINES,MANHOLES, AND OTHER FACILITIES, ARE TO THE CENTERLINES OF THOSEFACILITIES UNLESS SPECIFICALLY NOTED OTHERWISE. PIPELINE LENGTHS AREMEASURED HORIZONTALLY ( I.E. PLANAR - NOT CORRECTED FOR SLOPE).
9. OVERHEAD UTILITIES INCLUDING ELECTRICAL POWER, TELEPHONE, CABLE TV,AND OTHER OVERHEAD LINES ARE GENERALLY NOT SHOWN. THE LINES THATARE SHOWN ARE LOCATED BY POINT-TO-POINT, POLE OR TOWER TO POLE ORTOWER. DETERMINE THE EXTENT OF HAZARDS OR IMPACTS ON CONSTRUCTIONACTIVITIES CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER,TELEPHONE, CABLE TV, AND OTHER LINES IN ALL AREAS, AND FOLLOWPROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW ANDREGULATIONS. PRIOR TO CONSTRUCTION, MEET WITH UTILITY OWNERS TODETERMINE THE EXTENT OF HAZARDS AND TAKE WHATEVER PRECAUTIONSAND REMEDIAL MEASURES THAT MAY BE REQUIRED TO PROTECT PERSONS ANDPROPERTY AND TO AVOID DISRUPTION OF SERVICE.
10. MANHOLES AND STRUCTURES ARE SHOWN ON PLAN AND PROFILE DRAWINGSSYMBOLICALLY. CONSTRUCT MANHOLES AND OTHER STRUCTURES AS SHOWNON DETAIL DRAWINGS AND AS SPECIFIED.
11. RIGHT-OF-WAY AND PROPERTY LINES SHOWN ARE APPROXIMATE ONLY.
12. ALL UTILITIES INCLUDING PIPES, SHALL BE SUPPORTED AND MAINTAINEDDURING CONSTRUCTION (INCLUDING THOSE IDENTIFIED AS ABANDONED OR TOBE ABANDONED).
13. THE ABBREVIATIONS AND SYMBOLS IN THESE PLANS SUPPLEMENT OR MODIFY,I.E. TAKE PRIORITY OVER THOSE IN THE STANDARD SPECIFICATIONS.
14. CONTRACTOR SHALL PROTECT PUBLIC AND PRIVATE PROPERTY INACCORDANCE WITH SPECIFICATIONS.
15. MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROLPOINTS, AND STAKES WHICH ARE DISTURBED OR DESTROYED. PERFORM THEWORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINALMONUMENT(S) IN A TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE.
16. COORDINATES AND DIMENSIONS SHOWN FOR ROADWAY IMPROVEMENTS ARETO FACE OF CURB OR EDGE OF PAVEMENT.
17. PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALLTIMES.
18. ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.
19. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.
20. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND SPECIFICATIONS.DRAWING SCALES ARE SHOWN FOR REFERENCE ONLY. DIMENSIONS ON THEDRAWINGS SHALL BE USED FOR CONSTRUCTION AND SHALL ALWAYS TAKEPRECEDENCE OVER SCALED MEASUREMENTS.
21. THIS PROJECT IS APPROXIMATELY 0.6 ACRES IN AREA. COMPLY WITHPROVISIONS AND PERMITTING REQUIREMENTS OF THE ALASKA POLLUTIONDISCHARGE ELIMINATION SYSTEM (APDES), PREPARE A STORMWATERPOLLUTION PREVENTION PLAN (SWPPP) AND FILE PERMIT NOTICES IF REQUIREDBY LAW.
22. THE SITE GEOTECHNICAL INVESTIGATION AT THE FILTER BUILDING SITESHOWED NO EVIDENCE OF SHALLOW BEDROCK. THE DESIGN WITHIN THISCONTRACT ASSUMES THAT BEDROCK IS MORE THAN 1 FOOT BELOW THEBOTTOM OF THE FILTER BUILDING FOUNDATION. IF UPON EXCAVATION IT ISDETERMINED THAT SITE CONDITIONS DIFFER FROM THIS ASSUMPTION,CONTACT THE ENGINEER IMMEDIATELY AND OBTAIN WRITTEN APPROVAL TOPROCEED WITH CONSTRUCTION.
23. AT THE INTAKE SITE, THE DESIGN WITHIN THIS CONTRACT ASSUMES THATBEDROCK IS 1 FOOT BELOW GROUND SURFACE.
24. CONTRACTOR STAGING AREAS ARE NOT PROVIDED. COORDINATE WITHPROPERTY OWNERS AS REQUIRED TO SECURE STAGING AREAS REQUIRED TOCOMPLETE WORK.
GENERAL YARD PIPING AND UTILITIES NOTESGENERAL SITE NOTES CIVIL LEGEND
NOTE:
LEGEND MAY CONTAIN SYMBOLS THATARE NOT USED ON THIS PROJECT.
EXISTING PROPOSED
SYMBOL PLAN LEGEND
CENTERLINE
PROPERTY LINE
ROW LINE
EASEMENT LINE
SECTION LINE
UNPAVED (GRAVEL) EDGEOF ROAD/DRIVEWAY
EDGE OF PAVEMENT
STREAM/EDGE OF WATERWAY
PAVEMENT/DRIVEWAY REMOVAL
CURB & GUTTER
RADIUS TO BACK OF CURB
DRAINAGE SWALE
DRAINAGE ARROW
BLUFF AREA/ EARTHWORK SLOPE
CULVERT
CHAINLINK FENCE
WOOD FENCE
DECIDUOUS TREE/SHRUB
CONIFEROUS TREE/SHRUB
VEGETATION & BRUSH
GUARDRAIL
STREET SIGN
TEST BORING OR TEST HOLE
HOUSE OR STRUCTURE
CONTOUR LINE
SPOT ELEVATION
IRON PIN (REBAR) / IRON PIPE
BENCHMARK
TEMPORARY BENCHMARK
BRASS CAP MONU./BLM CORNER
PK NAIL, SPIKE OR CONCRETE NAIL
ALCAP OR PLASTIC CAP
FILL SLOPE LIMITS
CUT SLOPE LIMITS
RETAINING WALL
CABLE TV LINE
CABLE TV LINE (OVERHEAD)
ELECTRIC LINE
ELECTRIC LINE (OVERHEAD)
FIBER OPTIC
FIN DRAIN
FUEL/OIL LINE
FOOTING DRAIN SERVICE/STUBOUT
STORM DRAIN MANHOLE
CATCH BASIN MANHOLE
CATCH BASIN
SANITARY SEWER MANHOLE
SANITARY SEWER/SUBDRAIN CLEANOUT
SEWER SERVICE CONNECTION
CESSPOOL/SEPTIC TANK
WATER WELL
AIR RELIEF VAULT
WATER KEY BOX/VALVE MARKER
FIRE HYDRANT
DRY WELL
GAS VALVE
GAS METER
UNDERGROUND ELECTRIC PEDESTAL
ELECTRICAL MANHOLE/J-BOX
ELECTRIC METER
JB TYPE lA
JB TYPE ll
JB TYPE lll
ELECTRICAL VAULT
LUMINAIRE
UTILITY POLE
GUY POLE
GUY ANCHOR
CONTROLLER OR ATR CABINET
LOAD CENTER
SWITCH CABINET
ELECTRIC TRANSFORMER
JOINT USE POWER & TELE. POLE
TELEPHONE MANHOLE
UNDERGROUND TELE. PEDESTAL
UNDERGROUND TV CABLE PEDESTAL
UNDERGROUND FIBER OPTIC PEDESTAL
PARCEL NUMBERS
GAS LINE
SANITARY SEWER LINE / GRAVITY DRAIN
STORM DRAIN / COLLECTION DOWNSPOUT
SUBDRAIN
TELEPHONE LINE
TELEPHONE LINE (OVERHEAD)
WATER LINE
RAW WATER
TREATED WATER
BACKWASH DRAIN
FIRE WATER
FORCE MAIN SEWER
HIGH PRESSURE WATER
ABANDONED FIRE WATER
ABANDONED RAW WATER
INSULATION
CONCRETE
GRAVEL
COMPACTED SOIL
NATURAL SOIL
METAL GRATING
TEXTURED CONCRETE/PAVER
FULL WIDTH DRAIN
0.00%
0.00%
WEST OR NORTH PROPERTY LINE
EAST OR SOUTH PROPERTY LINE
GRADE OF PAVEMENT AT CENTER LINE
EXISTING GROUND OVER PIPE
APPROXIMATE EXCAVATION LIMITS
PIPE (PROFILE)
PIPE (SECTION)
WATER LEVEL
PROFILE LEGEND
EXISTING PROPOSED
SYMBOL
EXISTING PROPOSED
NOT FOR
CONSTRUCTION
FILTER BUILDING
SAWMILL CREEK ROAD
INDUSTRIAL PARK ROAD
SAW
MIL
L C
OVE
R IN
DU
STR
IAL
PAR
K R
OAD
EXISTING RAW WATER MAIN
EXISTING UV BUILDING
NOT FOR
CONSTRUCTION
SAWMILL CREEK INTAKE STRUCTURE
CSW WET WELL
NSRAA WET WELL
EXISTING BRIDGE
SHEET C103FP
SHEET C105I
FUTURE BACKWASH HANDLING EQUIPMENT SITE
NOT FOR
CONSTRUCTION
SAWMILL CREEK ROAD
INDUSTRIAL PARK ROAD
SAW
MIL
L C
OVE
R IN
DU
STR
IAL
PAR
K R
OAD
EXISTINGUV BUILDING
EXISTING 24" WATER LINES
EXISTING 30" WATER MAIN
EXISTING SANITARYPUMP STATION
EXISTING SANITARY SEWER FORCE MAIN
EXISTING WATER MAIN
ABANDONED IN PLACE FIRE WATER
EXISTING CHAIN LINK FENCE
EXISTING FIRE HYDRANT TO REMAIN
EXISTING DRIVEWAY & ACCESS GATE
NOTES:
1. REMOVE DEBRIS AND BRUSH FROM SITE WITHIN THE LIMITS OFDISTURBANCE.
2. SEE SHEET C104FP FOR LIMITS OF FENCE REMOVAL.
EXISTING FIRE MAIN
REMOVE EXISTING FENCE (135 LF)
REMOVE ABANDONED FIREHYDRANT, VALVES, AND BOLLARDS
REMOVE ABANDONED FIREMAIN WITHIN LIMITS OFDISTURBANCE AND TOSOUTH EAST VALVE (230 LF)
REMOVE POLE
RELOCATE GUY WIRE
APPROXIMATE LIMITS OF DISTURBANCE
REMOVE ABANDONED FIRE HYDRANT
REMOVE CATCH BASIN
ABANDONED IN PLACE RAW WATER
REMOVE VALVEAND CAP LINE
RAW WATER LINE
SAWMILL CREEK ROAD
INDUSTRIAL PARK ROAD
SAW
MIL
L C
OVE
R IN
DU
STR
IAL
PAR
K R
OAD
EXISTINGUV BUILDING
WASTE LINE
EDGE OF PAVEMENT
CHAIN LINK FENCE
FILTER BUILDINGFF = 35.15'
RELOCATED GUY WIRE
TREATED WATER LINE
WATER SERVICE
BOLLARD (TYP OF 5)
EXISTING 24" DI RAW WATERLINE TO UV BUILDING
EXISTING 30" RAW WATER MAIN
EXISTING SANITARYPUMP STATION
EXISTING 6" SANITARY SEWER FORCE MAIN
EXISTING 4" HDPE WATER MAIN
EXISTING CHAIN LINK FENCE
6.0' WIDE BREEZEWAY
CONCRETE STOOP(TYP OF 4)
EXISTING FIRE HYDRANT TO REMAIN
EXISTING DRIVEWAY & ACCESS GATE
NOTES:
1. PLACE BOLLARDS 1.0' FROM BUILDING CORNERS.
2. PROVIDE 6.0' HIGH CHAIN LINK FENCE, COMPLETE PER CBSSTANDARD DETAILS 75-4 & 75-5. MODIFY FENCE ROUTE IFNECESSARY TO BETTER FOLLOW SITE CONTOURS ANDCONDITIONS AT THE END OF CONSTRUCTION AS DIRECTEDBY THE PROJECT REPRESENTATIVE.
3. SEE SHEET C104FP FOR GRADING PLAN.
4. SEE SHEET C106FP FOR YARD PIPING PLAN.
CONCRETE RAMP
EXISTING 8" DI FIRE MAIN
FIRE SERVICE
BACKWASH LINE
CATCH BASIN MANHOLE
WATER VALVE (TYP OF 2)
EXISTING AIR VALVE MANHOLE
EXISTING 24" DI TREATEDWATER LINE TO DISTRIBUTION
DOWNSPOUT COLLECTIONPIPE, TYP.
NOT FOR
CONSTRUCTION
ABANDONED IN PLACE FIRE WATER
ABANDONED IN PLACE RAW WATER
TRANSFORMER, SEE ELECTRICAL
WATER MAIN CAP
SAWMILL CREEK ROAD
SAW
MIL
L C
OVE
R IN
DU
STR
IAL
PAR
K R
OAD
EXISTING UV BUILDING
EDGE OF GRAVEL
CHAIN LINK FENCE
FILL LIMITS
FILTER BUILDINGFF = 35.15'
CUT LIMITS
DITCH BOTTOM
2H:1V TYP.
EDGE OF PAVEMENT
2H:1V
CONCRETE RAMP
CONCRETE STOOP (TYP OF 4)
NOT FOR
CONSTRUCTION
EXISTING BRIDGE
SAW
MIL
L C
REE
K
GRAVEL EDGE, TYP.
EXISTING 24" DI RAW WATER MAIN
SAWMILL CREEK INTAKE STRUCTURE
CSW 8'Ø CONCRETE WET WELL
EXISTING AIR RELIEF VAULT TOREMAIN, SEE CBS STANDARD 60-11
CUT LIMITS, TYP.
FILL LIMITS
24" DI RAW WATER MAIN
1.5H:1V MAX
1.5H:1V MAX
30" DI RAW WATER MAIN
NSRAA 8'Ø CONCRETE WET WELL
24" DI RETURN TO CREEK
2.5H:1V MAX
CONCRETE ANCHOR, TYP.
EXISTING NSRAA HIGHPRESSURE WATER MAIN
NOT FOR
CONSTRUCTION
24" DI RAW WATER LINE
SAWMILL CREEK ROAD
SAW
MIL
L C
OVE
IND
UST
RIA
L PA
RK
RO
AD
EXISTING UV BUILDING
FILTER BUILDINGFF = 35.15'
90° ELBOW
2" HDPE WATER SERVICE
CONNECT TOINTERIOR PIPING
CONNECT TO UV BUILDING PIPING
CONNECT TO EXISTING 24" RAW WATERWITH 24" TEE FITTING AND VALVE
24" DI TREATED WATER LINE
22.5° ELBOW90° ELBOW
90° ELBOW
CONNECT TO EXISTINGSANITARY SEWER PUMPSTATION
90° ELBOW
CONNECT TO INTERIOR PIPING
90° ELBOW
CONNECT TO EXISTING 8" DI FIRE MAIN
4" CI WASTE LINE
6" DI FIRE SERVICE
INDUSTRIAL PARK ROAD
EXISTING 2" HDPE SANITARYSEWER FORCE MAIN
CONNECT TO EXISTING 4" HDPE WATER MAIN
8" HDPE BACKWASH LINE
CONNECT TOBACKWASH TANK
INSTALL CATCH BASIN MANHOLEAND RECONNECT EXISTING
STORM DRAIN PIPES
2" WATER VALVE
6" WATER VALVE
R.O.W.
CONNECT TO INTERIOR PIPING
6" CPEP DOWNSPOUT COLLECTION PIPE,TYP, SEE DETAIL 4, SHEET C501FP
COLLECTION PIPE OUTFALL (TYP OF 2)
NOT FOR
CONSTRUCTION
STA = 12+02.85ELEV = 8.42'
STA = 10+96.36ELEV = 7.35'
STA = 10+89.77ELEV = 21.08'
STA = 10+25.00ELEV = 25.20'
STA = 10+93.06ELEV = 26.50'
STA = 12+07.85ELEV = 14.00'
NOTES:
1. SEE SHEET C105I FOR SITE & GRADING PLAN.
EXISTING 24" DI RAW WATER MAIN
SAW
MIL
L CR
EEK
SAWMILL CREEKINTAKE STRUCTURE
CSW 8'Ø CONCRETE WET WELL
EXISTING AIR RELIEF VAULT TOREMAIN, SEE CBS STANDARD 60-11
CUT LIMITS, TYP.
FILL LIMITS
EXISTING BRIDGE
24" DI RAW WATER MAIN
1.5H:1V MAX
1.5H:1V MAX
SAWMILL CREEK INTAKE STRUCTURE
CSW 8'Ø CONCRETE WET WELL
FINISHED GRADE
EXISTING GROUND
24" DI RAW WATER MAIN
30" DI RAW WATER MAIN
EXISTING 24" DIRAW WATER MAIN
APPROXIMATE WATER LEVEL
24" DI WET WELL CONNECTION
NSRAA 8'Ø CONCRETEWET WELL (IN FRONT)
30" DI RAW WATER MAIN
24" DI WET WELL CONNECTION
NSRAA 8'Ø CONCRETE WET WELL
24" DI RETURN TO CREEK
2.5H:1V MAX
24" DI RETURN TO CREEK
CONNECT TO NSRAA HIGH PRESSURE WATER MAIN
GRAVEL EDGE, TYP.
INTAKE CONCRETE BASE
CONCRETE ANCHOR, TYP.
CONCRETE ANCHOR, TYP.
24" DI HIGH PRESSURE WATER MAIN
EXISTING HIGH PRESSURE WATER MAIN
NOT FOR
CONSTRUCTION
TOP OF FINAL GRADE
PAVED AREAS
BASE COURSE
WIDTH = 2 PIPE DIA. + 6"MINIMUM WIDTH = 24"
H
BURIED UTILITY WARNING TAPE,AS SPECIFIED
4" INSULATION,SEE NOTES 1, 3, 4, AND 5
BEDDING ANDPIPE ZONE MATERIAL
2"6"
PIPEDIAMETERPER PLANS
CROWNOF PIPE
12"
DIAMETER3' + PIPE
INSULATION BOARD JOINTS SHALL BE LAPPED.1.
NOTES:
MINIMUM DEPTH OF COVER SHALL BE 3'-0" UNLESS SHOWN OTHERWISE ON DRAWINGSOR PRIOR APPROVAL IS GRANTED BY ENGINEER.
2.
ALL INSULATION SHALL BE MINIMUM R-18 DOW HI-60 EXTRUDED POLYSTYRENE (BLUE BOARD)OR APPROVED EQUAL.
3.
4.
1 TYPICAL TRENCHNTS
BACKFILL
UN-PAVED AREAS
INSULATION NOT REQUIRED FOR SD PIPES OR FOR BURIAL DEPTHS (H) GREATER THAN 4 FEET.5.
SEE NOTE 7
PAVEMENTSURFACE
SEE NOTES
CONCRETE STOOP2 NTS
MIN BEDDING DEPTHPER SPECIFICATIONS(31 23 23.15 TRENCH BACKFILL)SEE NOTE 6
FOR PIPES LESS THAN 2" IN DIAMETER THAT ARE ON INDEPENDENT ALIGNMENTS (NOT PARALLEL WITH OTHERPIPES AND SEPARATED BY 3' OR MORE), 3" ANNULAR INSULATION SHALL BE USED IN PLACE OF BLUE BOARD.
6. FOR GROUPS OF PARALLEL PIPING SEPARATED BY LESS THAN 3 ', PIPE DIAMETER SHALL EQUAL THEDISTANCE BETWEEN OUTSIDE EDGES OF THE PIPE GROUP.
7. IN UN-PAVED PAD AREAS, PROVIDE 6" MIN OF LEVELING COURSE. IN UN-PAVED, NON-TRAFFIC AREAS, USEBACKFILL FOR ENTIRE TRENCH.
FINISHED GRADE
SYMMETRICAL ABOUT CL
6" CONCRETE6" BASE COURSE
SELECT MATERIAL
PREPARED SUBGRADE
1. SLOPE CONCRETE AT 2% AWAY FROM BUILDING.
2. REFER TO MANUFACTURERS INSTRUCTIONSFOR AUTOMATIC GATE OPERATOR PAD,RECOMMENDED DEPTH OF MATERIALS MAYVARY FROM THOSE SHOWN IN THIS DETAIL.
2%
FP FACILITY WALL
1.5:1
1.5:1ORIGINAL GROUND
VARIES, SEE GRADING PLAN
SELECTED MATERAL,TYPE A, TYP
VARIES, SEE GRADING PLANS,1.5' TYP
FP FACILITY PAD3 NTS
2" ASPHALT
6" BASE COURSE8" BASE COURSE
MIN 12" SELECTMATERIAL, TYPE A
PREPAREDSUBGRADE
PREPAREDSUBGRADE
MIN 12" SELECTMATERIAL, TYPE A
PAVED SURFACE GRAVEL SURFACE
TYPICAL SECTION STRUCTURAL SECTIONS
STRUCTURALSECTION VARIES
N
90° ELBOW
FLOW ARROW *, TYP
90° ELBOWCOLLECTION PIPE OUTFALL,SEE SHEET C104FP FORCONTINUATION, TYP OF 2
DOWNSPOUT COLLECTION PIPE4 NTS
PLANNTS
CONNECT 6" CPE PIPE,TYPE S DRAIN PIPETO DOWNSPOUTSEE ARCHITECTURAL,TYP
CONCRETE PAD
1/2" EXPANSION JOINT(ANNULAR)
COLLECTION PIPE, TYPTEE, TYP**
SYMMETRICAL ABOUT ℄OTHER AREASCONCRETE PAD AREAS
FINISHED GROUND, TYP
2.5'
MIN
DETAILNTS
* SLOPE AT 1% TO MATCH FLOW SCHEME.
6" CPE PIPE, TYPE SCOLLECTION PIPE, TYP
DOWNSPOUT,TYP OF 6, SEE DETAIL
90° ELBOWS (2)
** TEE SHOWN FOR REFERENCE, SEE PLAN FORFITTINGS.
NTS NTS
FINISHEDGRADE
2%
10"
3" C
LR #5 BARS 12" O.C. EW,CENTERED,TYP OF 2 LAYERS
SEE NOTE 1
RAMP PAD2A NTS
2" CLR
3' 5'
6" BASECOURSE
6.0' TYP
TEE, TYP.
FP BUILDING
2.3'
MIN
FP BUILDING FF
NOT FOR
CONSTRUCTION
11
PREPAREDSUBGRADE
EXISTING BASECOURSE
NEW BASECOURSE
NEW PAVEMENT
SAW CUT 2' MINIMUM JUSTPRIOR TO PAVING
EXISTINGPAVEMENT
EDGE OF EXISTINGPAVEMENT
CRACK SEAL, TYP,SEE NOTE
PAINT EDGE OF EXISTING ASPHALT WITH TACK COAT PRIOR TO PAVING.CRACK SEAL JOINT AFTER PAVING OPERATION HAS BEEN COMPLETED.
NOTE:
MATCH EXISTINGPAVEMENT THICKNESS
SAWCUT EXISTING PAVEMENTLOCATION AS REQUIRED FOR
CONSTRUCTION. FIELD VERIFY
6" MINIMUM ORMATCH EXISTING
1'-6"
MIN DIA
6" SCHED 40 STEEL PIPE,GRIND SMOOTH,FILL WITH CONC ANDPAINT YELLOW, TYP
CONCRETEENCASEMENT, TYP
GROUT PLUG, TYP
FINISHGRADE, TYP
TYPICAL BOLLARD 1 NTS
3'-6
"3'
-6"
3"4"
CLR
MIN
CONCRETE OTHER AREAS
1"
TYP
TYP
CL CL
4' M
IN. (
SE
E N
OTE
S 2
& 3
)
DI FIRE SERVICEHDPE WATER SERVICE
UTILITY TRENCH2 NTS
SYMMETRICAL ABOUT CL
1. REFER TO TRENCH DETAIL 1, SHEET C501FP FOR EXCAVATION LIMITS,BEDDING, BACKFILL, AND OTHER INFORMATION.
2. DEPTH OF PIPES MAY BE REDUCED WITH THE ENGINEERS APPROVAL.
3. DEPTH WILL BE REDUCED NEAR BUILDING PENETRATION FOR FIRESERVICE AND WATER SERVICE. INSULATE PER DETAIL 1, SHEET C501FP.
4. ENCASE CONDUITS IN CONCRETE IN TRAFFIC LOADING AREAS.
NOTE:
UTILITY WARNINGRIBBON, AS SPECIFIED, TYP
ELECTRICALCONDUITS (SEE NOTE 4)
1' MIN
TRACER WIRE
2' M
IN
3.0'
PAVEMENT CONNECTION4 NTS
NOT FOR
CONSTRUCTION
NOT FOR
CONSTRUCTION
NOT FOR
CONSTRUCTION
NOT FOR
CONSTRUCTION
NOT FOR
CONSTRUCTION
NOT FOR
CONSTRUCTION
NOT FOR
CONSTRUCTION
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N/A
NOT FOR
CONSTRUCTION
N/A
N/A
N/A
1/1
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NJC
NJC
NJC
RV
S001
21
20
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3
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DE
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20
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UNHEATED ON FS SOILS IN
UNHEATED ON NFS SOILS IN
HEATED IN
MIN FOOTING DEPTH BELOW FINISHED GRADE:
COEFFICIENT OF FRICTION, µ 0.40
PASSIVE EARTH PRESSURE 0 PSF/FT
AT REST EARTH PRESSURE 100 PSF/FT
ACTIVE EARTH PRESSURE 60 PSF/FT
1/3 INCREASE FOR SHORT-TERM LOADS YES
ALLOWABLE BEARING PRESSURE 3,500 PSF
EARTHWORK
DESIGN BASE SHEAR (NOMINAL) (E/W)
SEISMIC RESPONSE COEFFICIENT, Cs (E/W)RESPONSE MODIFICATION COEFFICIENT, R (E/W) 3.5SEISMIC FORCE RESISTING SYSTEM (E/W)
DESIGN BASE SHEAR (NOMINAL) (N/S)
SEISMIC RESPONSE COEFFICIENT, Cs (N/S)
RESPONSE MODIFICATION COEFFICIENT, R... 3.25
SEISMIC FORCE RESISTING SYSTEM (N/S) ORDINARY CONCENTRIC BRACED FRAMES
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
SEISMIC DESIGN CATEGORY D
DESIGN SPECTRAL RESPONSE, SDS / SD1 0.66g / 0.59g
MAPPED SPECTRAL RESPONSE, Ss / S1 0.86g / 0.59g
SITE CLASS D
SEISMIC IMPORTANCE FACTOR, Ie 1.00
DESIGN SEISMIC LOADS
***VALUES MAY BE LINEARLY INTERPOLATED
CORNER 5WALL
INTERIOR 4
CORNER 3
EDGE 2ROOF
INTERIOR 1
LOCATION REGION ZONE 10 SQFT*** 100 SQFT*** 500 SQFT***
C&C PRESSURES (ULTIMATE):
C&C EDGE AND CORNER DISTANCE, "a"
INTERNAL PRESSURE COEFFICIENT ±0.18
WIND EXPOSURE D
ULTIMATE WIND SPEED, Vult 156 MPH
DESIGN WIND LOADS
UNBALANCED SNOW LOADS PER PLANS
SNOW DRIFT WIDTH PER PLANS
SNOW DRIFT LOAD PER PLANS
FLAT-ROOF SNOW LOAD, Pf (COLD) 51 PSF
FLAT-ROOF SNOW LOAD, Pf (WARM) 40 PSF
SNOW THERMAL FACTOR, Ct (COLD) 1.2
SNOW THERMAL FACTOR, Ct (WARM) 1.1
SNOW EXPOSURE FACTOR, Ce 1.0
SNOW IMPORTANCE FACTOR, Is 1.1
GROUND SNOW LOAD, Pg 50 PSF
DESIGN SNOW LOADS
*SNOW LOADS GOVERN
FLOORS, UNO 250 2,000 ---
ROOFS, UNO 20* --- ---
PSF LBSLOCATION
UNIFORM CONCENTRATEDREMARKS
DESIGN LIVE LOADS
EXTERIOR WALLS, UNO --- --- SELF WEIGHT
FLOORS, UNO --- --- SELF WEIGHT
ROOFS, UNO --- --- SELF WEIGHT
PSF LBSLOCATION
UNIFORM CONCENTRATEDREMARKS
DESIGN DEAD LOADS
RISK CATEGORY III
AISI S212-07: NORTH AMERICAN STANDARD FOR COLD-FORMED FRAMING-HEADER DESIGN
AISI 211-07: NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING-WALL STUD DESIGN
PROVISIONS
AISI S200-07: NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING-GENERAL
STRUCTURAL MEMBERS
AISI S100-07/S2-10: NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL
SDI ANSI/RD1.0-10: STANDARD FOR STEEL ROOF DECK
AWS D1.4-98: STRUCTURAL WELDING CODE-REINFORCING STEEL
AWS D1.3-98: STRUCTURAL WELDING CODE-SHEET STEEL
ANSI/AISC 360-10: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
ANSI/AISC 341-10: SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS
ASCE 32-01: DESIGN AND CONSTRUCTION OF FROST PROTECTED SHALLOW FOUNDATIONS
ACI 318-11: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
ASCE/SEI 7-10: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
IEBC-12: INTERNATIONAL EXISTING BUILDING CODE, WITH LOCAL AMENDMENTS
IBC-12: INTERNATIONAL BUILDING CODE, WITH LOCAL AMENDMENTS
DESIGN CODES AND STANDARDS
DESIGN CRITERIA
--- TITEN HD (SIMPSON) ICC ESR-2713
--- SCREW-BOLT+ (DEWALT) ICC ESR-3889SCREW ANCHOR CONCRETE
--- KWIK HUS-EZ (HILTI) ICC ESR-3027
--- STRONG-BOLT 2 (SIMPSON) ICC ESR-3037
--- TRUBOLT+ (ITW RED HEAD) ICC ESR-2427
(DEWALT)---
POWER-STUD+ SD2ICC ESR-2502
EXPANSION ANCHOR CONCRETE
--- KWIK BOLT TZ (HILTI) ICC ESR-1917
(SIMPSON)
SET-XP ADHESIVEICC ESR-2508
(ITW RED HEAD)
EPCON G5 ADHESIVEICC ESR-1137
(DEWALT)
PURE110+ ADHESIVEICC ESR-3298
(DEWALT)
AC200+ ADHESIVEICC ESR-4027
(HILTI)
HIT-RE 500 V3 ADHESIVEICC ESR-3814
(HILTI)
EPOXY ANCHOR CONCRETETHREADED
ROD
HIT-HY 200-R ADHESIVEICC ESR-3187
ITEMS BASE MATERIAL CONNECTOR PRODUCT REMARKS
POST INSTALLED ANCHORS
FASTENER
POWDER ACTUATED0.157 IN HILTI X-U P8 ICC ESR-2269
ITEMS SHANK DIAMETER PRODUCT REMARKS
POWDER ACTUATED FASTENERS
STEEL STUDS, 16 - 12 GA PER PLANS A653 GR. 50 ---
STEEL STUDS, 20 - 18 GA PER PLANS A653 GR. 33 ---
STEEL ROOF DECK 1 1/2" PLB-36 A653 GR. 50 ---
ITEMS TYPE ASTM GRADE REMARKS
LIGHT GAUGE STEEL
WELDED WIRE FABRIC A185 60 60 KSI ---
REBAR, WELDABLE A706 60 60 KSI ---
REBAR, #4 - #9 A615 60 60 KSI ---
REBAR, #3 A615 40 40 KSI ---
ITEMS ASTM GRADE MIN YIELD STRESS, Fy REMARKS
REINFORCING STEEL
DRYPACK 5,000 PSI FIVE STAR, SIKA 212 OR EQUIVALENT ---
ITEMSMIN COMPSTRENGTH
PRODUCT REMARKS
NON-SHRINK GROUT
HEADED STUDS A108 --- --- 3/4" DIA UNO
ANCHOR RODS F1554 55 --- ---
NUTS A563 --- --- ---
WASHERS F436 --- --- ---
HIGH STRENGTH BOLTS A325 --- --- ---
COMMON BOLTS A307 A --- ---
THREADED RODS A36 --- 36 KSI ---
BASE PLATES A572 --- 50 KSI ---
PLATES, UNO A36 --- 36 KSI ---
PIPES A53 B 35 KSI ---
ANGLES A36 --- 36 KSI ---
CHANNELS A36 --- 36 KSI ---
ROUND HSS A500 B 42 KSI ---
SQUARE HSS A500 C 50 KSI ---
WIDE-FLANGE A992 50 KSI ---
ITEMS ASTM GRADE MIN YIELD STRESS, Fy REMARKS
STRUCTURAL STEEL
SLAB ON GRADE 4,000 PSI 0.45 2% 8 - 10 IN
FOUNDATIONS 3,000 PSI 0.50 5%, ±1% 8 - 10 IN
EXTERIOR CONCRETE 4,500 PSI 0.45 6%, ±1% 8 - 10 IN
STRENGTH RATIOITEMS
MIN COMP MAX W/CAIR ENTRAINMENT SLUMP
CONCRETE
MATERIALS AND STRENGTHSYMBOLS
____________________1
S101
SECTION NUMBER
SHEET NUMBER
____________________1
S101
DETAIL NUMBER
SHEET NUMBER
DETAIL CUT
SECTION CUT
____________________1
S101
ELEVATION NUMBER
SHEET NUMBER
FRAMING ELEVATION
1
S101
ELEVATION NUMBER
SHEET NUMBER
BUILDING ELEVATION
# KEYNOTE
8" MASONRY WALL, UNO
12" MASONRY WALL, UNO
8" CONCRETE WALL, UNO
WOOD STUD WALL, UNO
COLD-FORMED STEEL SHEAR WALL SYMBOL
STEEL STUD WALL, UNO
SW
SW
WALL CONTROL JOINTCJ
HOLDOWN
SHEAR WALL CALLOUT WITH INDICATED LENGTH
HDU2
DIRECTION OF SLOPE
CHANGE IN ELEVATION OR SLAB DEPRESSION
SW (6'-0")
RIGID (MOMENT) CONNECTION
BEAM SPLICE
CIRCULAR OPENING IN BEAM
RECTANGULAR OPENING IN BEAM WEB
(15")
(15")
BRACED FRAME MEMBER
NUMBER OF HEADED STUDS ON COMPOSITE STEEL BEAM
TOP OF STEEL ELEVATION RELATIVE TO BOTTOM OF DECK ELEVATION
DROPPED BEAM
FLUSH BEAM
(12)
<-2 1/2">
[D]
[F]
INDICATES NUMBER OF ROWS OF BOLTS AT CONNECTION IF MORE THAN ONE ROW OF BOLTS OCCURS
BEAM CAMBER SIZE(c=1/2")
CENTER LINEC
DIAMETERØ
L
SPOT ELEVATION
OPENING
MECHANICAL EQUIPMENT
SPAN DIRECTION
1
WOOD SHEAR WALL SYMBOL
REVISION SYMBOL
ABBREVIATIONSLSL LAMINATED STRAND LUMBER
LVL LAMINATED VENEER LUMBER
LWC LIGHT WEIGHT CONCRETE
MAX MAXIMUM
MCJ MASONRY CONTROL JOINT
MECH MECHANICAL
MIN MINIMUM
MRF('S) MANUFACTURER('S)
MT MAGNETIC PARTICLE TESTING
N/A NOT APPLICABLE
NDS NATIONAL DESIGN SPECIFICATION
NFS NON-FROST SUSCEPTIBLE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
NWC NORMAL WEIGHT CONCRETE
OC ON CENTER
OPP OPPOSITE (MIRRORED)
PAF POWDER ACTUATED FASTENER
PC PILE CAP
PCC PRECAST CONCRETE
PEMB PRE-ENGINEERED METALBUILDING
PJP PARTIAL JOINT PENETRATION
PL PLATE
PLF POUNDS PER LINEAR FOOT
PREFAB PREFABRICATED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POINT
QA QUALITY ASSURANCE
QC QUALITY CONTROL
R RADIUS
REINF REINFORCED/REINFORCING
RT RADIOGRAPHIC TESTING
SC SLIP CRITICAL
SCH SCHEDULE
SDI STEEL DECK INSTITUTE
SEC SECOND
SECT SECTION
SF SQUARE FOOT
SHT SHEET
SIM SIMILAR
SIP STRUCTURAL INSULATED PANEL
SLH SHORT LEG HORIZONTAL
SLRS SEISMIC LOAD RESISTING SYSTEM
SLV SHORT LEG VERTICAL
SOG SLAB ON GRADE
SP SPACE
SPF SPRUCE-PINE-FIR
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STIFF STIFFENER
STL STEEL
STR STRUCTURAL
SUP SUPPORT
SYM SYMMETRICAL
T&B TOP AND BOTTOM
TG TRUSS GIRDER
THK THICK OR THICKNESS
THRD THREADED
TL TOTAL LOAD
TOB TOP OF BEAM
TOC TOP OF CONCRETE
TOD TOP OF DECK
TOF TOP OF FOUNDATION
TOM TOP OF MASONRY
TOP TOP OF PLATE
TOS TOP OF STEEL
TOW TOP OF WALL
TRANS TRANSVERSE
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
UT ULTRASONIC TESTING
VERT VERTICAL
VSC2 VERCO SIDELAP CONNECTION
W/ WITH
W/C WATER-TO-CEMENT
W/O WITHOUT
WP WORKING POINT
WPS('S) WELDING PROCEDURESPECIFICATION(S)
WSP WOOD STRUCTURAL PANEL
WWF WELDED WIRE FABRIC
ABBREVIATIONS(E) EXISTING
(N) NEW
AB ANCHOR BOLT
ACI AMERICAN CONCRETE INSTITUTE
AISC AMERICAN INSTITUTE OF STEELCONSTRUCTION
AISI AMERICAN IRON AND STEELINSTITUTE
ALT ALTERNATE
ASCE AMERICAN SOCIETY OF CIVILENGINEERS
ASD ALLOWABLE STRESS DESIGN
ASTM AMERICAN SOCIETY FOR TESTINGAND MATERIALS
AWPA AMERICAN WOOD PROTECTIONASSOCIATION
AWS AMERICAN WELDING SOCIETY
BM BEAM
BOB BOTTOM OF BEAM
BOD BOTTOM OF DECK
BOF BOTTOM OF FOUNDATION
BOS BOTTOM OF STEEL
BOT BOTTOM
C&C COMPONENTS AND CLADDING
CFS COLD-FORMED STEEL
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CJP COMPLETE JOINT PENETRATION
CL CENTERLINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
COMP COMPRESSIVE
CONC CONCRETE
CONN CONNECTION
CONT CONTINUOUS
CRSI CONCRETE REINFORCING STEELINSTITUTE
DET DETAIL
DF DOUGLAS-FIR
DIA DIAMETER
DIM(S) DIMENSION(S)
DL DEAD LOAD
DN DOWN
DWG(S) DRAWING(S)
EA EACH
EJ EXPANSION JOINT
EQ EQUAL
EQUIP EQUIPMENT
ESR EVALUATION SERVICE REPORT
EW EACH WAY
FFE FINISHED FLOOR ELEVATION
FPSF FROST PROTECTED SHALLOWFOUNDATION
FS FROST SUSCEPTIBLE
FT FOOT OR FEET
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GB GRADE BEAM
GLB GLUE-LAMINATED BEAM
GP GUSSET PLATE
GR GRADE
GSN GENERAL STRUCTURAL NOTES
HF HEM-FIR
HOR HORIZONTAL
HS HIGH STRENGTH
HSS HOLLOW STRUCTURAL SECTION
IBC INTERNATIONAL BUILDING CODE
ICC INTERNATIONAL CODE COUNCIL
ICF INSULATED CONCRETE FORM
IEBC INTERNATIONAL EXISTINGBUILDING CODE
IN INCH
JT JOINT
K KIP (1000 POUNDS)
KSI KIPS PER SQUARE INCH
LBS POUNDS
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LONG LONGITUDINAL
LRFD LOAD AND RESISTANCE FACTORDESIGN
RE
VIS
ION
RE
VD
AT
ED
ES
CR
IPT
ION
BY
THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE:
GENERAL
THE STRUCTURAL ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR’S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE THEM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY PERSON.
DRAWINGS INDICATE STRUCTURE IN FINAL FORM CAPABLE OF SUPPORTING DESIGN LOADS. PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION AS REQUIRED, UNTIL STRUCTURAL ELEMENTS ARE PERMANENTLY INSTALLED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES AND SEQUENCES OF PROCEDURES REQUIRED TO PERFORM THE WORK.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER IN WRITING OF ANY CONDITION WHICH IN THEIR OPINION MAY ENDANGER THE STABILITY OF THE STRUCTURE OR DISTRESS THE STRUCTURE.
CONSTRUCTION MATERIALS SHALL BE DISTRIBUTED APPROPRIATELY IF PLACED ON FRAMED CONSTRUCTION. LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.
DO NOT SCALE DRAWINGS.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES.
COORDINATE DIMENSIONS, OPENINGS, EMBEDDED ITEMS AND CONDITIONS WITH ARCHITECTURAL, CIVIL, MECHANICAL AND ELECTRICAL CONTRACT DOCUMENTS AND TRADES PRIOR TO CONSTRUCTION. NOT ALL ITEMS ARE INDICATED ON STRUCTURAL CONTRACT DOCUMENTS. NOTIFY STRUCTURAL ENGINEER IN WRITING OF ANY AND ALL DISCREPANCIES.
ALL DETAILS ARE TYPICAL. INCORPORATE INTO PROJECT AT APPROPRIATE LOCATIONS WHETHER SPECIFICALLY INDICATED OR NOT.
SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE THE NOTES, DRAWINGS, AND/OR SPECIFICATIONS DIFFER, THE MORE STRINGENT REQUIREMENTS SHALL APPLY.
REFER TO ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR SLABS AND WALLS.
NOTIFY STRUCTURAL ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION.
THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RED-LINE DRAWINGS ON SITE REFLECTING ALL DESIGN CHANGES TO THE ORIGINAL CONTRACT DOCUMENTS.
PRE-ENGINEERED BUILDING DESIGN CRITERIA
THE PRE-ENGINEERED BUILDING MANUFACTURER SHALL BE RESPONSIBLE FOR THE ENTIRE DESIGN OF THE STEEL SUPERSTRUCTURE. THE ENTIRE SUPERSTRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND SHALL CONFORM TO THE APPLICABLE STANDARDS AND SPECIFICATIONS OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. WIND UPLIFT PRESSURE FOR ENCLOSED AND UNENCLOSED BUILDING AREAS SHALL BE CONSIDERED IN ACCORDANCE WITH THE BUILDING CODE.
THE PRE-ENGINEERED BUILDING SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS SUPERIMPOSED LOADS INCLUDING BUT NOT LIMITED TO DEAD, LIVE, WIND AND SEISMIC, WHICHEVER COMBINATION PRODUCES THE MOST SEVERE CONDITION. MEMBER DEFLECTIONS SHALL BE LIMITED TO THE FOLLOWING:
ROOF MEMBERS:LIVE LOAD*: SPAN/240TOTAL LOAD: SPAN/180
WALL MEMBERS:LIVE LOAD*: SPAN/180 UNO
*NOTE: LIVE LOADS INCLUDE SNOW AND WIND LOADS INTERCHANGEABLY.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS FOR REVIEW, SEALED BY AN ALASKA REGISTERED ENGINEER, PRIOR TO MANUFACTURE. CALCULATIONS AND SHOP DRAWINGS SHALL CLEARLY SHOW ALL COMBINATIONS OF LOADS AND REACTIONS TO BE RESISTED BY THE FOUNDATIONS. SHOP DRAWINGS SHALL SHOW ALL INFORMATION INCLUDING, BUT NOT LIMITED TO, DIMENSIONS, MEMBER SIZES AND PROPERTIES, FRAMING PLANS, SECTIONS, AND ALL PERTINENT DETAILS.
THE PRE-ENGINEERED BUILDING MANUFACTURER SHALL DESIGN AND SUPPLY ALL REQUIRED SUBFRAMING FOR OPENINGS AND FRAMING TO SUPPORT MECHANICAL EQUIPMENT.
FRAMING MEMBERS SHOWN ARE SCHEMATIC ONLY TO INDICATE DESIGN INTENT. SEE METAL BUILDING MANUFACTURER’S DRAWINGS FOR ALL FRAMING AND CONNECTION DETAILS.
THE FOOTING SIZES ARE PRELIMINARY AND SHALL BE VERIFIED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO CONSTRUCTION.
ALL FABRICATION SHALL BE PERFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION.
ALL STEEL SHALL BE HOT-DIPPED GALVANIZED.
EXISTING STRUCTURES
THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON LIMITED VISUAL OBSERVATIONS AND/OR LIMITED AS-BUILT DOCUMENTS. CHANGES MAY BE REQUIRED DUE TO POSSIBLE AMBIGUITIES OR INCONSISTENCIES IN RECORD DRAWINGS.
VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED.
IF FIELD CONDITIONS DIFFER FROM THOSE DEPICTED OR EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE STRUCTURAL ENGINEER IN WRITING BEFORE COMMENCING ANY WORK. THE CONTRACTOR SHALL REPORT ALL DIFFERENCES AND DEFECTS PROMPTLY.
FOUNDATIONS AND EARTHWORK
REFERENCE GEOTECHNICAL REPORT NO. ________, BY ______________, DATED _______ FOR FOUNDATION AND EXCAVATION INFORMATION.
FOOTINGS AND SLABS ON GRADE SHALL BEAR ON ENGINEERED SOIL PER CIVIL DRAWINGS.
DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL STRUCTURE AT TOP OF WALL IS PERMANENTLY ATTACHED AND CONCRETE STRENGTH HAS REACHED 75% OF f’c, DO NOT EXCEED 1’-0” DIFFERENTIAL IN FILL LEVEL ON OPPOSITE SIDES OF FOUNDATION WALLS.
PROVIDE WATERPROOFING ON ALL EXTERIOR SURFACES AS SPECIFIED IN THE ARCHITECTURAL CONTRACT DOCUMENTS.
PROVIDE POSITIVE DRAINAGE SLOPES, BOTH DURING AND AFTER CONSTRUCTION, FOR SURFACE AND ROOF RUNOFF, MINIMUM 10’-0” FROM BUILDING FOUNDATIONS.
ALL CONTINUOUS FOOTINGS SHALL BE CENTERED ON THE WALL UNO. ALL SPREAD FOOTINGS ARE CENTERED ON COLUMNS OR GRIDS UNO.
THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF THIS PROJECT. THE OWNER SHALL EMPLOY A REGISTERED GEOTECHNICAL ENGINEER TO PERFORM NECESSARY EARTHWORK INSPECTIONS, TESTING AND QUALITY CONTROL, AS REQUIRED.
REINFORCED CAST IN PLACE CONCRETE
DETAILING PER APPLICABLE ACI DETAILING MANUAL, UNO.
SIZE, SPACING AND MINIMUM LAP SPLICES OF REINFORCING STEEL SHALL BE PROVIDED AS SHOWN IN CONTRACT DOCUMENTS.
REINFORCEMENT SPACINGS INDICATED ON THE DRAWINGS AND DETAILS ARE GIVEN AS A MAXIMUM ON CENTER.
CONTRACTOR SHALL ACCURATELY PLACE, LOCATE, SECURE AND/OR SUPPORT ALL REINFORCING BARS, ANCHOR BOLTS/RODS, EMBEDDED ITEMS, AND WELDED WIRE FABRIC PRIOR TO PLACING CONCRETE. CONTRACTOR SHALL USE GALVANIZED METAL CHAIRS, SPACERS, DOBIES OR HANGERS FOR THE CLEAR CONCRETE COVERAGES.
MINIMUM CONCRETE COVER, UNO:CONCRETE CAST AGAINST AND EXPOSED TO EARTH: 3”
CONCRETE EXPOSED TO EARTH OR WEATHER: 1-1/2” (#5 AND SMALLER)2” (#6 AND LARGER)
SLABS: 3/4”
TACK WELDING OF REINFORCING BARS SHALL NOT BE ALLOWED WITHOUT PRIOR REVIEW OF THE PROCEDURE WITH THE STRUCTURAL ENGINEER.
SPLICE HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS.
PROVIDE (1) VERTICAL BAR (MATCH VERTICAL WALL REINFORCING SIZE) AT ALL WALL CORNERS, INTERSECTIONS AND ENDS, UNO.
FABRICATE SLEEVES FOR UTILITY LINES THROUGH BEAMS AND ELEVATED SLABS WITH STANDARD WEIGHT STEEL PIPE, UNO. NO LONGITUDINAL SLEEVES PERMITTED THROUGH BEAMS OR COLUMNS.
WELDED WIRE FABRIC SHALL BE SUPPLIED AND LAYED IN FLAT SHEETS, ROLLED TYPE ARE NOT PERMITTED. PROVIDE CHAIRS TO ADEQUATELY SUPPORT WELDED WIRE SHEETS PRIOR TO PLACING CONCRETE.
LAPS IN WELDED WIRE FABRIC SHALL NOT BE LESS THAN THE SPACING OF CROSS WIRES PLUS 2 INCHES.
SPACE CONTROL JOINTS AT 30’-0” OC MAX, UNO, EXCEPT AT STEM WALLS THAT DO NOT EXTEND ABOVE GRADE.
CHAMFER EXPOSED CORNERS ¾” UNO.
WATERSTOPS TO BE INSTALLED AT JOINTS BELOW GRADE AT SUMP PIT WALLS.
DO NOT DROP CONCRETE MORE THAN FIVE FEET WITHOUT THE USE OF TREMIES.
MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED.
ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS (KEYED OR SAW CUT), SUCH THAT THE JOINT SPACING DOES NOT EXCEED 36 TIMES THE SLAB THICKNESS AND THE ASPECT RATIO OF THE ENCLOSED AREA DOES NOT EXCEED 1.5 TO 1.0. SAW CUTS SHALL BE 1/8” WIDE AND ¼ TIMES THE SLAB THICKNESS IN DEPTH.
STRUCTURAL STEEL
ALL STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM WITH APPLICABLE AISC HANDBOOK.
BEAMS, COLUMNS AND BRACES SHALL NOT BE SPLICED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.
ALL STEEL TO STEEL BOLTED CONNECTIONS SHALL BE WITH HIGH STRENGTH BOLTS, UNO. MIN OF (2) BOLTS PER CONNECTION.
ALL STRUCTURAL STEEL SHALL BE SURFACE PREPARED AND SHOP PAINTED AS NOTED. SURFACE PREPARATION SHALL CONFORM TO SSPC SP-3 POWER TOOL CLEANING TO REMOVE ALL SCALE AND RUST. SHOP PAINT SHALL BE SSPC PAINT 25, ALKYD PRIMER, GRAY COLOR, APPLIED TO A MINIMUM DRY THICKNESS OF 2 MILS. NO PAINT ON SURFACES EMBEDDED IN CONCRETE, SURFACES TO RECEIVE SPRAYED ON FIRE PROOFINGS, FAYING AREAS OF SLIP-CRITICAL HIGH STRENGTH BOLTED CONNECTIONS OR WITHIN 2 INCHES OF FIELD WELDING. OPTIONALLY, PROVIDED CLASS B COATING AT FAYING AREAS OF SLIP-CRITICAL JOINTS. STRUCTURAL STEEL EXPOSED TO WEATHER IN FINISHED WORK SHALL BE HOT-DIP GALVANIZED.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INCLUDE PIECE MARKS, ERECTION PLANS SHOWING BEAM SIZES AND DETAILS WITH CORRESPONDING CONTRACTOR DOCUMENT INDICATORS. SHOP DRAWINGS SHALL MAKE A DISTINCTION BETWEEN SHOP WELDS AND FIELD WELDS.
STRUCTURAL STEEL WELDING
ALL STRUCTURAL WELDING SHALL BE PRE-QUALIFIED AND CONFORM TO AISC AND AWS SPECIFICATIONS.
ALL WELDING SHALL BE IN ACCORDANCE WITH THE APPLICABLE AWS CODE. USE E70 SERIES LOW HYDROGEN ELECTRODES STORED AND MAINTAINED IN DRY CONDITION.
ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS HAVING CURRENT CERTIFICATES AND EXPERIENCE IN THE TYPE OF WELD BEING PERFORMED. WELDING CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TEST AGENCY.
ALL CJP GROOVE WELDS SHALL HAVE FILLER MATERIAL THAT HAS A MINIMUM CHARPY-V-NOTCH TOUGHNESS OF 20 FT-LB AT -20 °F AND 40 FT-LB AT 70 °F. CONTRACTOR SHALL SUBMIT WELDER QUALIFICATIONS AND PROCEDURE QUALIFICATIONS. WHERE NOT SHOWN, USE MINIMUM WELD SIZE PER AISC AND AWS.
STRUCTURAL CONSTRUCTION DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP WELDS AND FIELD WELDS. THE CONTRACTOR SHALL COORDINATE WELDING DESIGNATIONS BETWEEN FABRICATOR AND ERECTOR. ALL STEEL SHOP DRAWINGS SHALL MAKE DISTINCTION BETWEEN SHOP WELDS AND FIELD WELDS.
STEEL DECK
STEEL DECKING SHALL BE MANUFACTURED AND INSTALLED PER STEEL DECK INSTITUTE SPECIFICATIONS. ICC CERTIFICATION REQUIRED. G60 GALVANIZED FINISH ON ALL DECKING.
ROOF DECK SHALL BE AS FOLLOWS UNO:
18 GA WITH THE FOLLOWING MINIMUM PROPERTIES: I = 0.306 IN4, +S = 0.314 IN3, -S = 0.331 IN3.ATTACHMENT:
WELD DECK TO SUPPORTING MEMBERS WITH (4) ¾” DIA (1/2” EFFECTIVE FUSION) PUDDLE WELDS PER SHEET AT ENDS, END LAPS AND AT INTERMEDIATE SUPPORTS. WELD DECK TO PERIMETER BEAMS AND OPENING EDGES RUNNING PARALLEL TO THE DECK AT 9” OC. SIDELAP ATTACHMENT SHALL BE VERCO SIDELAP CONNECTION (VSC2) MADE WITH THE “PUNCHLOK II” TOOL AT 6” OC, UNO.
DECKING TO BE CONTINUOUS OVER MINIMUM 3 SUPPORTS UNO.
REINFORCE DECK OPENINGS AS FOLLOWS:UNDER 6” AND NO RIBS CUT: NO REINFORCING.
6” TO 1’-6”, OR AT LEAST ONE RIB CUT: L2 X 2 X 1/8 X OPENING PLUS 3’-0”PERPENDICULAR TO RIBS, EACH SIDE, ¾” DIA FUSION WELD AT EACH RIB.
OVER 1’-6”: SEE PLANS.
WELD DECK WITH E60 SERIES RODS. ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GAGE STEEL DECK WORK.
STEEL GRATING
STEEL GRATING FOR CATWALKS AND MEZZANINES SHALL BE MANUFACTURED FROM 3/16”THICK BEARING BAR SPACED AT 1-3/16” OC WITH CROSS RODS AT 4” OC OF DEPTH SPECIFIED IN CONSTRUCTION DOCUMENTS.
ALL STEEL GRATING SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 OR A153, G60 MINIMUM THICKNESS. BEARING BARS SHALL BE SMOOTH UNO.
STEEL GRATING SECTIONS SPECIFIED AS REMOVABLE SHALL BE DIMENSIONED SUCH THAT FINISHED PIECE WEIGHT DOES NOT EXCEED 100 LBS. REMOVABLE GRATING SHALL BE BANDED WITH FULL DEPTH BEARING BARS EACH SIDE.
NON-SHRINK GROUT
DRY-PACK NON-SHRINK GROUT SHALL BE INSTALLED UNDER BEARING PLATES BEFORE FRAMING MEMBERS ARE INSTALLED. AT COLUMNS, CONTRACTOR SHALL INSTALL DRY-PACK UNDER BASE PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION.
POST-INSTALLED ANCHORS
POST-INSTALLED ANCHOR EMBEDMENT SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. ALL POST-INSTALLED ANCHORS AND DOWELS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S WRITTEN RECOMMENDATIONS INCLUDING DRILL BIT SIZE, HOLE DEPTH AND CLEANING, MINIMUM EMBEDMENT, EDGE DISTANCES, MATERIAL PLACEMENT, TEMPERATURE AND MOISTURE CONTROL AND FINAL TORQUING REQUIREMENTS.
CONTRACTOR MAY NOT USE SUBSTITUTES FOR POST-INSTALLED ANCHORS WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER.
NO REINFORCING BARS SHALL BE CUT TO INSTALL ANCHORS. ALL DEFECTIVE ANCHOR HOLES SHALL BE GROUTED WITH EPOXY ADHESIVE AND A NEW HOLE DRILLED A MINIMUM OF (3) BOLT DIAMETERS AWAY.
POST-INSTALLED CONCRETE ANCHORS ARE NOT PERMITTED IN POST-TENSIONED CONCRETE SLABS UNO.
SPECIAL INSPECTION OF POST-INSTALLED ANCHORS IS REQUIRED.
STRUCTURAL SHOP DRAWINGS AND PRODUCT DATA SUBMITTALS
SUBMIT SHOP DRAWINGS AND/OR PRODUCT DATA FOR THE FOLLOWING ITEMS, PRIOR TO FABRICATION:
CONCRETE MATERIALSCONCRETE REINFORCING STEELSTRUCTURAL STEEL FRAMINGSTEEL DECKPRE-ENGINEERED BUILDING SYSTEMS
CONTRACTOR SHALL REVIEW AND STAMP SUBMITTALS PRIOR TO SUBMISSION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS PLACED PRIOR TO RECEIPT OF REVIEWED SHOP DRAWINGS. CONTRACTOR SHALL ALLOW A MINIMUM OF (10) WORKING DAYS FOR REVIEW.
CONTRACT DOCUMENTS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. THE MANUFACTURER OR FABRICATOR SHALL CLOUD ANY CHANGES, SUBSTITUTIONS AND/OR DEVIATIONS FROM THE CONTRACT DOCUMENTS. ANY CHANGES, SUBSTITUTIONS AND/OR DEVIATIONS THAT ARE NOT CLOUDED OR FLAGGED SHALL NOT BE CONSIDERED ALLOWED AFTER THE ENGINEER’S REVIEW UNO.
THE ENGINEER’S REVIEW IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS AND COMPLETENESS SHALL REST WITH THE CONTRACTOR. SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF SIGNIFICANT ERRORS ARE FOUND DURING REVIEW.
THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. SHOP DRAWINGS PROCESSED BY THE ENGINEER SHALL NOT BE CONSIDERED CHANGE ORDERS. ITEMS THAT ARE OMITTED OR SHOWN INCORRECTLY AND THAT ARE NOT FLAGGED BY THE ENGINEER ARE NOT TO BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO CONSTRUCT ITEMS ACCORDING TO THE CONTRACT DOCUMENTS. SHOULD A DISCREPANCY EXIST BETWEEN THE PROCESSED SHOP DRAWINGS AND THE CONTRACT DOCUMENTS, THE CONTRACT DOCUMENTS SHALL GOVERN.
THE ENGINEER RESERVES THE RIGHT TO MAKE CHANGES TO THE CONTRACT DOCUMENTS, AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW.
FOR HARD COPY SUBMITTALS, PROVIDE NO MORE THAN FOUR SETS FOR REVIEW (ONE COPY TO BE RETAINED BY THE ENGINEER OF RECORD). FOR ELECTRONIC SUBMITTALS, PROVIDE PDF FILES ONLY. ALL SUBMITTALS WITH A REQUESTED REVIEW TIME OF LESS THAN (10) WORKING DAYS MAY BE RETURNED WITHOUT REVIEW AT THE ENGINEER’S DISCRETION.
DEFERRED STRUCTURAL SUBMITTALS
THE FOLLOWING ITEMS ARE DESIGNED AND DETAILED BY THE CONTRACTOR USING THE LOADING AND CRITERIA SHOWN IN THE CONTRACT DOCUMENTS. DEFERRED SUBMITTALS SHALL INCLUDE CALCULATIONS AND DRAWINGS STAMPED BY AN ALASKA REGISTERED ENGINEER AND ARE TO BE SUBMITTED TO THE CONTRACTING OFFICER PRIOR TO FABRICATION:
MECHANICAL UNIT SEISMIC RESTRAINTROOFING ATTACHMENT
REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL FOR OTHER DEFERRED SUBMITTALS.
DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE ARCHITECT OR ENGINEER OF RECORD SHALL LIST THE DEFERRED SUBMITTALS ON THE CONTRACT DOCUMENTS AND THE CONTRACTOR SHALL SUBMIT THE DEFERRED SUBMITTAL DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE CONTRACTING OFFICIAL OR ENGINEER OF RECORD A MINIMUM OF 30 DAYS PRIOR TO FABRICATION. THE DOCUMENTS SHALL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE DRAWINGS. A COPY OF THE DEFERRED SUBMITTAL DOCUMENTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
SPECIAL STRUCTURAL INSPECTIONS AND TESTING
THE OWNER (OR REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER’S AGENT) SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION AND TESTING DURING CONSTRUCTION OF THE TYPES OF WORK REQUIRING SPECIAL INSPECTION AS INDICATED ON THE DRAWINGS.
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OUTSIDE FACE OF FOUNDATION WALL. SEE TYPICAL DETAIL FOR MORE INFORMATION.3. WHERE PEDESTAL IS ADJACENT TO FOUNDATION WALL, EXTEND PEDESTAL DIMENSION TO ELEVATION.2. TOP OF PEDESTAL ELEVATION IS REFERENCED FROM TOP OF SLAB OR FINISHED GRADE1. SEE TYPICAL DETAILS FOR REINFORCING INFORMATION.NOTES:
CONCRETE PEDESTAL (CP) SCHEDULE
MARKPLAN DIMENSIONS REINFORCING TOP OF
PEDESTALELEVATION
REMARKSA a B b VERTICAL TIES
CP1 2'-0" 1'-0" 2'-0" 1'-0" (12) #5 #3 AT 8" 0'-0"PROVIDE (4) 1-1/4"x36"ANCHOR RODS 9" INTO
FOOTING.
B. PROVIDE 1" CLEAR SPACE BETWEEN DOUBLE LAYER OF BARS.A. PROVIDE CLEAR DISTANCE FOR TOP REINFORCING OF 6".KEYED NOTES: GOVERN.3. WHERE FOOTINGS INTERSET, THE GREATER REINFORCING REQUIREMENTS SHALL2. CENTER FOOTINGS UNDER WALLS OR COLUMNS, UNO.1. FOR FOOTING BEARING DEPTH BELOW GRADE, SEE GSN, UNO.NOTES:
FOUNDATION (F) SCHEDULE
MARKDIMENSIONS
FOOTING REINFORCING REMARKSHEIGHT WIDTH LENGTH
F1 2'-0" 2'-0" CONT (3) #5 CONT, T&BMONOLITHIC WITH FLOOR
SLAB
F2 2'-0" 5'-0" CONTLONG: (10) #6 CONT, T&BTRANS: #5 AT 12" OC T&B
BRACED FRAME FOOTING
F44 1'-0" 4'-0" 4'-0" (4) #5 EACH WAY BOTTOM ---
F66 2'-0" 6'-0" 6'-0" (6) #5 EACH WAY BOTTOM ---
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FOUNDATION PLAN1
FOUNDATION KEYNOTES:1 6" CONC SLAB ON GRADE, REINF WITH #4 BARS AT 16" OC EW.
2 6" CONC WALL, REINF WITH #4 BARS AT 16" OC EW.
3 12"x12" CONC TIE-BEAM, REINFORCED WITH (4) #6 REBAR, WELDSPLICES. WRAP BARS AROUND ANCHOR RODS AT EA END WITHSTANDARD 180-DEG HOOKS.
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UV FOUNDATION PLAN1
FOUNDATION KEYNOTES:1 NEW OPENING IN EXISTING CONC WALL.
2 FRP STRENGTHENING, EA SIDE OF NEW OPENING.
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SCALE: NTSFROST PROTECTED SHALLOW FOUNDATION2
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XXXXX.XX - 2 - R##
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SCALE: NTS
A.GENERAL NOTES:
AT SIM, STUD WALL ISSTOREFRONT WINDOWSYSTEM.
STEEL COLUMN AT CONCRETE PEDESTAL9 XXXXX.XX - 9 - R##
FINISHED GRADE OR EXTERIOR SLAB AS OCCURS
(3) #3 OR (2) #4 IN TOP 5" OF PEDESTAL
STEEL COLUMN
X
XSECTION
CONCRETE SLAB ON GRADE
CONCRETE PEDESTAL AND REINFORCING
STEEL BASE PLATE AND ANCHORS OVER
NON-SHRINK GROUT
CONCRETE FOOTING AND REINFORCING
PER PLANS
CONCRETE PEDESTAL AND REINFORCING
CONT FOOTING AND REINFORCING
CONCRETE WALL AND REINFORCING
MATEL BUILDING GIRT
CONCRETE TIE-BEAM AND REINFORCING
CONCRETE TIE-BEAM AND REINFORCING
SCALE: NTSCONCRETE TIE-BEAM AT CONCRETE SLAB3 XXXXX.XX - 3 - R##
CONCRETE SLAB ON GRADE
CONCRETE TIE-BEAM AND REINFORCING
SCALE: NTSCONCRETE PIT4 XXXXX.XX - 4 - R##
TOOLED EDGESCONCRETE SLAB
ON GRADE
(1) #5 CONTINUOUS
EQ
EQ
CONCRETE WALL AND REINFORCING
CONCRETE FOOTING AND REINFORCING
4"
8"
12
CONCRETE KEY
#5 DOWELS 24"x24" AT 24" OC
#5 DOWELS 24"x24" AT 12" OC
SCALE: NTS
A.GENERAL NOTES:
AT SIM, STUD WALL ISSTOREFRONT WINDOWSYSTEM.
TYPICAL CANOPY COLUMN AT CONCRETE PEDESTAL10 XXXXX.XX - 10 - R##
FINISHED GRADE OR EXTERIOR SLAB AS OCCURS
(3) #3 OR (2) #4 IN TOP 5" OF PEDESTAL
HSS6x6x1/2 STEEL COLUMN
X
XSECTION
18"x18" CONC PEDESTAL, REINF WITH (4) #6 VERT BARS AND #3 TIES AT 12" OC
STEEL BASE PLATE AND ANCHORS OVER
NON-SHRINK GROUT
18"x4'-0"x8'-0" CONC FOOTING, REINF WITH (4) #6 BARS, EW, T&B
CONCRETE PEDESTAL AND REINFORCING
STEEL COLUMN
HSS6x6x1/2 STEEL BEAM
STEEL DECK
CJP
1'-6
"6"
8 F
T M
AX
6-FT MAX
ST
AT
US
:D
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SHEET NO.
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BY
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CIT
Y G
RID
WA
TE
R G
RID
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R G
RID
PL
OT
DA
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:
N/A
N/A
NOT FOR
CONSTRUCTION
N/A
N/A
N/A
1/1
7/2
020 2
:42
:24 P
M
NJC
NJC
NJC
RV
S501
21
20
1.0
3
35%
DE
SIG
N01
/17/
20
21
20
1.0
3C
ITY
AN
D B
OR
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GH
OF
SIT
KA
CR
ITIC
AL
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AR
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SU
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DE
TA
ILS
RE
VIS
ION
RE
VD
AT
ED
ES
CR
IPT
ION
BY
X X
BACKFLOW PREVENTER
VALVE SYMBOLS
AIR RELEASE VALVE
AIR SHUTOFF/EMERGENCY VALVE
ANGLE VALVE
BALL VALVE - 3 WAY
BALL VALVE(NORMALLY OPEN)
BALL VALVE(NORMALLY CLOSED)
BUTTERFLY VALVE
BUTTERFLY VALVE - W/ FIXED ORIFICE IN DISC
CHECK VALVE - PISTON/BALL TYPE
CHECK VALVE - SWING TYPE
CONTROL VALVE PNEUMATIC ACTUATOR
CONTROL / SEAT VALVE (GENERIC)
CONTROL VALVE (BUTTERFLY TYPE)
DIAPHRAGM VALVE
FLOAT VALVE
CORPORATION STOP VALVE(INJECTOR)
GATE VALVE OR MISCELLANEOUS (NORMALLY OPEN)
GATE VALVE OR MISCELLANEOUS (NORMALLY CLOSED)
3 WAY MISCELLANEOUS VALVE (MANUAL)
4 WAY MISCELLANEOUS VALVE
GLOBE VALVE(NORMALLY OPEN)
GLOBE VALVE(NORMALLY CLOSED)
PRESSURE REDUCING VALVE (REGULATOR) WITH GAUGE
PRESSURE REDUCING VALVE (REGULATOR)
NEEDLE VALVE
PLUG VALVE
PLUG VALVE - 3 WAY
RELIEF VALVE - SAFETY
RELIEF VALVE - VACUUM
SOLENOID VALVE SYMBOLS
2 WAY SOLENOID VALVES
S
EXDE
S
S
TS
3 WAY SOLENOID VALVE
4 WAY SOLENOID VALVE
DIAPHRAGM VALVE(SOLENOID OPERATED)
OPERATOR SYMBOLS
HAND VALVE HANDLE
SSOLENOID ON ACTUATOR
TAGGING
DIRECTIONAL ARROW
GENERIC ACTUATORW/ & W/O TRAVEL STOPS
PNEUMATIC (CONTROL)VALVE ACTUATOR
SLOPE
XXX###
XXX - ###
PNEUMATIC (CONTROL)VALVE ACTUATOR
X LINE SIZE
LINE BREAK
XXX - ###ITEM OR EQUIPMENT TAG
SLOPE DIRECTION
PUMP SYMBOLS
DOSING PUMP
M
M
M
M
VALVE/EQUIPMENT TAG(ANGLED LINE EXTENSION)
SUBMERGED PUMP(GENERIC)
PNEUMATIC DIAPHRAGM PUMP
MOTORIZED DIAPHRAGM PUMP
PERISTALTIC PUMP(TUBING)
CENTRIFUGAL PUMP
GENERIC PUMP
METERING PUMP
VERTICAL PUMP
INLINE PUMP
DEVICE ADD-ON
LOCKING DEVICE
STRAINER SYMBOLS
DEVICE GAUGE (PRESSURE)
MUFFLER (DEVICE)
DIAPHRAGM SEAL
FLANGED CONNECTION
COMPRESSOR - GENERIC
TYPICAL SYMBOLS
FLEXIBLE CONNECTOR/EXPANSION JOINT
THERMOWELL
CONSTANT FLOW/FITTING
RESTRICTION ORIFICE
STRAINER-BASKETTYPE (FLANGED)
"Y" STRAINER
STRAINER/FILTER
HEATER SYMBOLS
HEATER (TANK)
HEAT EXCHANGER
HEATER (INLINE)
DRAIN SYMBOLS
CAP-PLUG SYMBOLS
GRAVITY/HUB DRAIN
AIR GAP
T
CAPPED OR PLUGGED CONNECTION (GENERIC)
PIPE PLUG (THREADED)
PIPE CAP (WELDED
TYPICAL SYMBOLS
PROXIMITY ULTRASOUND SENSOR
SWING ELBOW
PULSATION DAMPENER
STATIC MIXER
DRAIN TRAP
VENT
PIPE TEE
RUPTURE DISK
BLEED RING
INSIDE OF PANEL MOUNTED DEVICE
FIELD MOUNTED DEVICE
INSTRUMENT FUNCTION SYMBOLS
DRYER - GENERIC
SIGHT GLASS - TANK
CALIBRATION COLUMN
M
AIR RECEIVER/VESSEL
TOTE - BOTTOM SINGLE
TANK MIXER
STORAGE TANK - SLOPED BOTTOM
STORAGE TANK - CONE TOP
ANTIFOAM INLET
STORAGE TANK - CONE BOTTOM
MEMBRANE
XXX
###
XXX
###
XXX
###
XXX
###
XXX
###
XXX
###
XXX
###
XXX
###
DEVICE MOUNTED ON AUXILIARY PANEL FACE
DEVICE MOUNTED INSIDE OF AUXILIARY PANEL
PROGRAMMABLE LOGIC CONTROLLER IN MAIN PANEL
FLOW METER SYMBOLS
LINE TYPE SYMBOLS
XXX
###
XXX
###
XXX
###
XXX
###
Σ
M
E
IP
P
A
D
I
-XXX
###
REDUCERS
LOCAL TEMP. INSTRUMENT (FLANGED)
COMPUTER FUNCTION AUXILIARY LOCATION
COMPUTER FUNCTION PRIMARY LOCATION
PROGRAMMABLE LOGIC CONTROLLER IN LOCAL AUXILIARY PANEL
DISPLAY ON MAIN PANEL
SUMMATION
ELECTRIC OPERATOR
SCOPE DATUM
DIGITAL POSITIONER
INTERLOCK
ANALOG SIGNAL
DIGITAL SIGNAL
PURGE
DIFFERENTIAL (FLOW)
PANEL FACE MOUNTED DEVICE
PROGRAMMABLE LOGIC CONTROLLER IN LOCAL CONTROL PANEL
CONCENTRIC REDUCERS(FLEXIBLE & NONFLEXIBLE
ECCENTRIC REDUCERS(FLEXIBLE & NONFLEXIBLE
VARIABLE AREA FLOW METER (ROTOMETER)
MAG
XXX
###
XXX
###
MAGNETIC FLOW METER W/INTEGRAL ELECTRONICS
THERMAL MASS FLOW METER
VENTURI TUBE FLOW METER
PADDLE WHEEL
ELECTRIC SIGNAL
BORDER/BOUNDARY
PRIMARY PROCESS LINE
SECONDARY PROCESS LINE
COMPRESSED AIR PIPING/ CAPILLARY TUBING
SERIAL COMMUNICATION LINK
UNDEFINED SIGNAL
PNEUMATIC SIGNAL
SECONDARY CONTAINMENT
CROSS OVERS
ST
AT
US
:D
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CT
NO
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CIT
Y G
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R G
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R G
RID
PLO
T D
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N/A
N/A
NOT FOR
CONSTRUCTION
1/1
7/2
020 1
:52
:55
PM
De
sig
ne
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Au
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ecke
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Ap
pro
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21201.0
3
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DE
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N01
/17/
2020
21
20
1.0
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ITY
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ITIC
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ION
RE
VD
AT
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ES
CR
IPT
ION
BY
OETATS
49
TH
A
AKSALF
PIPE SCHEDULE
PIPE LEGEND
NOT FOR
CONSTRUCTION
0
50
100
150
200
250
300
350
400
450
0
50
100
150
200
250
300
350
400
450
BLUE LAKE
MIN. WATER LEVEL (360')
MAX. WATER LEVEL (425')
INTAKE (313')
PROPOSED CRITICAL SECONDARYWATER TREATMENT PLANT
FF = 35'
GAVANTANK
183'
OVERFLOW = 225'
DISTRIBUTIONSYSTEM
EXIS
TIN
G P
ENST
OC
K
FISH VALVE (APPROX. 145')(PROVIDES IN-STREAM FLOW
TO SAWMILL CREEK)
PROPOSED RAW WATER PUMP STATIONNORTHWEST UTILITY BRIDGE (APPROX. 25')
INTAKE CONELOWER POOL (APPROX. 14')
SAWMILL CREEK
HOWELL-BUNGER VALVE (202')
HYDROPOWER FACILITY (APPROX. 20')
PROPOSEDCHLORINE FEED
FILTRATE PUMPSMEMBRANEFILTRATION
SYSTEM
OPTIONALCOAGULANT
FEED
CT ACHIEVEDAPPROX. 4.5-MILE TRANSMISSION MAIN
EXISTING PRV STATION ANDCHLORINE INJECTION
(BLUE LAKE WTP)
CONNECTION TOEXISTING UV FACILITY
CONNECTION FROMEXISTING UV FACILITY
FF = 35'
PROPOSED RAW WATER PUMPINLET (APPROX. 10')
LEGEND
SUPPLY OPTION 1: EXSTING BLUE LAKE DAM INTAKE AND PENSTOCK
SUPPLY OPTION 2: NEW SAWMILL CREEK INTAKE AND PUMP STATION
OETATS
49
TH
A
AKSALF NOT FOR
CONSTRUCTION
M
M
M
M
M
M
M
M
M
M
M
M
BLUE LAKE
SAWMILL CREEK
PRV
GAS CHLORINE INJECTION
MIX TANK
SOL'N TANK
FLUORIDE PUMPS
CHLORINE FEED PUMPS
TO CIP SYSTEM
CHLORINE SOLUTION TANK
CHLORINE GENERATION
BRINE TANK
WATER
DISTRIBUTION SYSTEM
UV
UV
UVFCV
WET WELL
XR TANK
STRAINERS
BACKWASH SUPPLY
FCV PRV
AIR COMPRESSORS
AIR RECEIVER
AIR TO MEMBRANES
FINISHED WATER PUMPS
MEMBRANES
TO/FROM MEMBRANES
TO STORM DRAIN
BACKWASH EQUALIZATION TANK
CIP TANK
MAKE-UP WATER
WATER
CHLORINE BI-SULFITECITRIC ACID CAUSTIC
FROM CHLORINE TRANSFER PUMP
BLU E LAKE WTP
INTAKE
UV FACILITY
INTAKE SCREEN
M
M
M
M
CHLORINE TRANSFER PUMP
* * * * **
*
*
*
*
*
*
*
*
*
* *
*
*
*
*
*
FCV
LEGEND
*
SEE SHEET D001 FOR PROCESS LEGEND
HYPOCHLORITE VENDOR SUPPLIED EQUIPMENT
OWNER FURNISHED FILTRATION EQUIPMENT
*
*
*
ST
AT
US
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NO
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Y G
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R G
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WE
R G
RID
PLO
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AT
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N/A
N/A
1/1
7/2
020 1
:52
:55
PM
RV
CM
RV
JH
D004
21201.0
3
35%
DE
SIG
N01
/17/
2020
21
20
1.0
3C
ITY
AN
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OR
OU
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OF
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CR
ITIC
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S F
LO
W D
IAG
RA
M
1PROCESS FLOW DIAGRAM
RE
VIS
ION
RE
VD
AT
ED
ES
CR
IPT
ION
BY
NOT FOR
CONSTRUCTION
A
D
1 2 3 4 6
B
C
5
100' - 0"
20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"
30' - 0"
3' - 0"
MECHANICAL ROOM
AIR COMPRESSOR ROOM
ELECTRICAL ROOM
COAGULANT ROOM
CHEMICAL MIX ROOM
15,000-GAL BACKWASH TANK
XR TANK
XR PUMPS
MEMBRANE TRAINS
(TYP OF 4)
FILTRATE PUMPS (TYP OF 3)
RAW WATER24" DI
-4' BGS
FILTERED WATERTO UV BLDG24" DI-4' BGS
BACKWASHTO STORM DRAIN
STRAINERS (TYP OF 2)
FILTERED WATER HEADER
18" DI12' AFF
GRAVITY SUMP 1000 GAL
RAW WATER HEADER18" DI5' AFF
BACKWASH EFFLUENT10" DI10' AFF
CIP/NEUTRALIZATION TANK
CIP/NEUTRALIZATION PUMPS
100-GAL SODA ASH MIX TANK
HOPPER/DUST COLLECTOR (TYP OF 2)
400-GAL CITRIC ACID MIX TANK
CONVEYOR (TYP OF 2)
METERING PUMP (TYP OF 4)
400-GAL CHLORINE SOLUTION TANK
30-GAL BISULFITE MIX TANK
BACKWASH SUPPLY10" DI8' AFF
5' - 8"
AIR RECEIVER
AIR COMPRESSOR (TYP OF 2)
ELECTRICAL PANELS AND CLEAR SPACE
ST
AT
US
:D
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BY
PR
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CT
NO
.
CIT
Y G
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WA
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R G
RID
SE
WE
R G
RID
PLO
T D
AT
E:
N/A
N/A
1/1
7/2
020 2
:03
:44
PM
RV
CM
RV
JH
D101FP
21201.0
3
35%
DE
SIG
N01
/17/
2020
21
20
1.0
3C
ITY
AN
D B
OR
OU
GH
OF
SIT
KA
CR
ITIC
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DA
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WA
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CS
W P
RO
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SS
FLO
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PLA
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3/16" = 1'-0"1
CSW PROCESS FLOOR PLAN
RE
VIS
ION
RE
VD
AT
ED
ES
CR
IPT
ION
BY
NOT FOR
CONSTRUCTION
Level 1
0' - 0"
Level 2
4' - 0"
RAW WATER18" DI
FILTERED WATER18" DI
BACKWASH EFFLUENT10" DI
BACKWASH SUPPLY10" DI
CIP FEED4" PVC
CIP/EFM RETURN TO CIP/EFM TANK
4" PVC
BACKWASH EFFLUENT TO BACKWASH TANK
TO FILTRATE PUMPS
BACKWASH SUPPLY
ST
AT
US
:D
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HO
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DE
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SHEET NO.
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BY
PR
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CT
NO
.
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Y G
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WA
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RID
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WE
R G
RID
PLO
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AT
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N/A
N/A
1/1
7/2
020 2
:03
:53
PM
De
sig
ne
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Ch
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Ap
pro
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D102FP
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3
35%
DE
SIG
N01
/17/
2020
21
20
1.0
3C
ITY
AN
D B
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OU
GH
OF
SIT
KA
CR
ITIC
AL S
EC
ON
DA
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WA
TE
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UP
PLY
CS
W P
RO
CE
SS
IS
OM
ET
RIC
1VALVE RACK VIEW
RE
VIS
ION
RE
VD
AT
ED
ES
CR
IPT
ION
BY
NOT FOR
CONSTRUCTION
A B C
1
2
3
1500-GALHYPOCHLORITESTORAGE TANK
METERING PUMPS
SALT PALLETS
HYDROGENBLOWERS
HYPOCHLORITE GENERATORS x 2
360-GAL BRINESTORAGE TANK
WATERSOFTENERS x 2
EXISTING CHEMICALBATCHING WATERSUPPLY
CHLORINE INJECTIONSLEEVE
CHLORINE SOLUTIONTRANSFER PUMP TO
CSW BUILDING
OETATS
49
TH
A
AKSALF
LEGEND
VENDOR PROVIDED EQUIPMENT
HYPOCHLORITE GENERATION ROOM - UV BUILDING3/8" = 1'-0"
1
NOT FOR
CONSTRUCTION
A B
1
2
3
18'-0"
RELOCATE INJECTIONPOINT
24" BUTTERFLY VALVEWITH POSITION INDICATOR
24"x24" TEE
CORE DRILL BASEMENT WALLINSTALL NEW MODULARMECHANICAL SEAL.
24" MFSEE CIVIL FOR CONTINUATION
CS INJECTION POINT
RELOCATED FLINJECTION POINT
LOW POINTDRAIN
AIR RELIEF VALVE
OETATS
49
TH
A
AKSALF
FILTERED WATER CONNECTION - UV BUILDING3/8" = 1'-0"
1
NOT FOR
CONSTRUCTION
VRF INDOOR UNIT SCHEDULE
TAG
IU-01
MODEL TYPE AHRI NOMINAL HEAT/COOL CAPACITY (MBH)
PKFY-P18NHMU-E2 WALL CASSETTE
REMARKSLOCATION
MAIN SPACE
IU-02 WALL CASSETTE
IU-03 WALL CASSETTE
IU-04 WALL CASSETTE
IU-05 VERTICAL UPFLOWCHEMICAL STORAGE
MAIN SPACE
MAIN SPACE
MAIN SPACE
PKFY-P18NHMU-E2
PKFY-P18NHMU-E2
PKFY-P18NHMU-E2
PVFY-P36E00B
20.0 / 18.0
40.0 / 36.0
FAN AIR FLOW (CFM)
413
1100
AMPS AT 208 VOLT/1-PHASE (MCA/MFS)
0.38/15
0.38/15
0.38/15
0.38/15
1.51/15
HEAT CAPACITY AT DESIGN OUTDOOR
COOLING COIL LAT (°F)
HEATING COIL LAT (°F)
FAN-COIL ESP (IN WG)
IU-06 WALL CASSETTEMECHANICAL ROOM PKFY-P08NHMU-E2 9.0 / 8.0 413 0.38/15
IU-08 WALL CASSETTEDRY CHEMICAL STORAGE PKFY-P08NHMU-E2 9.0 / 8.0 0.38/15
IU-07 WALL CASSETTEFILTRATE PUMPS ROOM PKFY-P08NHMU-E2 9.0 / 8.0 0.38/15
20.0 / 18.0
20.0 / 18.0
20.0 / 18.0
413
413
413
413
413
VRF OUTDOOR UNIT SCHEDULE
TAG
OU-01
OVERALL MODEL
NUMBER
PURY-P120TKMU-A 135.0 / 120.0
REMARKS
ELECTRICAL REQUIREMENTS (2 CONNECTIONS REQUIRED)AHRI NOMINAL
HEAT/COOL CAPACITY (MBH)
AHRI COOLING EFFICIENCY
IEER/EER
AHRI HEATING
COP @ 47°F
DESIGN OUTDOOR
HEAT/COOL (°F)
SOUND PRESSURE
(Dba)208 VOLT / 3-PHASE
MCA RFS MFS
60.0 45 50 50
VRF BRANCH CONTROLLER SCHEDULE
TAG
BC-01
LOCATION MODEL
NUMBER REFRIGERANT
CIRUITS
MECHANICAL ROOM CMB-P108NU-GA 8
REMARKS
MAX CONNECTED BTU/HR
BRANCHES
VOLTAGE/ PHASE
COOLING POWER REQUIREMENT
(KW)
HEATING POWER REQUIREMENT
(KW)
AMPS AT 208 VOLT/1-PHASE,
(MCA)
208 / 1 0.112 0.053 0.68
FAN SCHEDULE
SYMBOL MANUFACTURER MODEL TYPE REMARKSLOCATION
EF-01
EF-02 WALL CENTRIFUGAL UPBLAST
F-01 CEILING FAN
CUE-070 HP-VG/VGD/D
DC-5
AIR FLOW (CFM)
29,000
GREENHECK
GREENHECK
GREENHECKMAIN SPACE
CHEMICAL STORAGE
FILTRATE PUMP ROOM
FAN DIAMETER OF 8 FEET
SE1-12-432-D WALL AXIAL 1,000
300
MOTOR HP
1/4
1/8
1/15
MOTOR DATA (VOLTS/PH)
115/1
115/1
115/1
PLUMBING FIXTURE SCHEDULE
SYMBOL
P-01
DESCRIPTION
MOP SINK 3 2 3/4 3/4 1/2
REMARKS
P-02 UTILITY SINK
P-03 EMERGENCY EYEWASH SINK MOUNTED, 85°F THERMOSTATIC MIXING VALVE
STATIC PRESSURE (IN WG)
WASTE VENT W1 HW TM
2 1-1/2 1/2 1/2 1/2
- - - 1/2 1/2
AIR INLET/OUTLET SCHEDULE
SYMBOL
SD-01
DESCRIPTION FACE SIZE (IN) AIR FLOW (CFM)
SUPPLY AIR DIFFUSER
REMARKS
RG-01 TRANSFER AIR GRILLE 24x24
NECK SIZE (IN)
MOUNTED IN WALL AT CEILING HEIGHT, 6 GRILLES, 1 PER PARTITIONED ROOM
24x24 12x12
-
LOCATED IN ELECTRICAL AND AIR COMPRESSOR ROOMS
WATER HEATER SCHEDULE
SYMBOL
WH-01
MANUFACTURER MODELCAPACITY
(GAL)GPH @
100°F RISEELECTRICAL
(WATTS/VOLTS/PH)
BRADFORD WHITE LE230S3-3 30 6 18Wx47L
REMARKSDIMENSIONS (IN)
DEHUMIDIFIER SCHEDULE
SYMBOL
DH-01
LOCATION TYPE AIRFLOW CFM
ENTERING DRY BULB
ENTERING HUMIDITY
SELF-CONTRAINED DEHUMIDIFIER 400 55F 50% 1.9
REMARKSMOISTURE REMOVAL
LB/HR
FILTER ROOM
POWER CONSUMED
KW
1.65
FLA
7.6
MOTOR DATA (VOLTS/PH)
208/1
MINIMUM HEIGHT
(FT)
4
DIMENSIONS (IN)
24.5W X 20D X 26.5H
MAXIMUM WEIGHT
(LBS)
150
MODEL
DESERTAIRE HPR-120
ST
AT
US
:D
AT
E:
HO
R.
VE
R.
SC
AL
E
DE
SIG
NE
D B
Y
SHEET NO.
PR
OJE
CT
NO
:
DR
AW
N B
Y
CH
EC
KE
D B
Y
AP
PR
OV
ED
BY
PR
OJE
CT
NO
.
CIT
Y G
RID
WA
TE
R G
RID
SE
WE
R G
RID
PLO
T D
AT
E:
N/A
N/A
1/1
7/2
020 1
:05
:33 P
M
CB
B
BC
A
Ch
ecker
Ap
pro
ver
M002
21201.0
3
35%
DE
SIG
N01
/17/
20
21
20
1.0
3C
ITY
AN
D B
OR
OU
GH
OF
SIT
KA
CR
ITIC
AL S
EC
ON
DA
RY
WA
TE
R S
UP
PLY
ME
CH
AN
ICA
L S
CH
ED
ULE
S
RE
VIS
ION
RE
VD
AT
ED
ES
CR
IPT
ION
BY
NOT FOR
CONSTRUCTION
FIRE SPRINKLER RISER
RG-01
RG-02
RG-01
SD-01
SD-01
IU-01
IU-02
IU-03
IU-04
BC-01
OU-01
EF-01
EF-02
WH-01P-02P-03
P-01
RG-01
F-01
RG-01
RG-01
IU-05
MECHANICAL ROOM
ELECTRICAL ROOM
AIR COMPRESSOR ROOM
FILTERROOM
DRY CHEMICAL STORAGE
COAGULANT ROOM
FILTRATE PUMPS ROOM
FD
FD
1-1/2" V UP
IU-06
IU-08
IU-07DH-01
ST
AT
US
:D
AT
E:
HO
R.
VE
R.
SC
ALE
DE
SIG
NE
D B
Y
SHEET NO.
PR
OJE
CT
NO
:
DR
AW
N B
Y
CH
EC
KE
D B
Y
AP
PR
OV
ED
BY
PR
OJE
CT
NO
.
CIT
Y G
RID
WA
TE
R G
RID
SE
WE
R G
RID
PLO
T D
AT
E:
N/A
N/A
1/1
7/2
020 1
:05
:49 P
M
CB
B
BC
A
Ch
ecker
Ap
pro
ver
M101FP
21201.0
3
35%
DE
SIG
N01
/17/
20
21
20
1.0
3C
ITY
AN
D B
OR
OU
GH
OF
SIT
KA
CR
ITIC
AL S
EC
ON
DA
RY
WA
TE
R S
UP
PLY
ME
CH
AN
ICA
L F
LO
OR
PLA
N
RE
VIS
ION
RE
VD
AT
ED
ES
CR
IPT
ION
BY
3/16" = 1'-0"1
Mechanical Floor Plan
6" FIRE SUPPRESSION UTILITY LINE
2" DOMESTIC WATER UTILITY LINE
4" VTR
ACTUATED DAMPERS
INTAKE AIR HOOD
2" BELOW GRADE VENT
TRENCH DRAIN
ROUTE ABOVE CEILING
3/4" HW/CWROUTE 9' AFF
PROVIDE CLEANOUT FOR DRAIN LINE UNDER SINK
4" W4" W
4" FCO
4" W
SUMP BASIN
1-1/2" V UP
1-1/2" W
2" V UP
3" W
3" W
FCO
4" SEWER SERVICE LINE
NOT FOR
CONSTRUCTION
OETATS
49
TH
A
AKSALF
NOTES
1. THIS IS A STANDARD LEGEND SHEET. SOME SYMBOLS OR ABBREVIATIONS MAY APPEAR ON THIS DRAWING AND NOT ON THE PLANS.
2. FOR ADDITIONAL ABBREVIATIONS OF OTHER DIVISIONS. FOR HVAC, MECHANICAL, AND STRUCTURAL/ARCHITECTURAL, SEE OTHER LEGENDS.
AACAFDAFFATS
BA CUBKR
CCBCPCPBCT
DCDPDPLDPL-UXDPMDS
EECPEF
F, FUFACPFREQ
GGENGFCIGND
HHHOAHPHSHZ
IC
J, JB
KAKVKVAKW
LCLP
M
MCCMDPMHMSCMT
NCN.O.NTS
OL
PACUPBPCPDP
RCPTRGS
SPDSSSSTSVSWBD
TCTRTVSSTYP
V
WWP
XFMR
AMPERE, AUTOMATICALTERNATING CURRENTADJUSTABLE FREQUENCY DRIVEABOVE FINISHED FLOORAUTOMATIC TRANSFER SWITCH
BARE COPPERBREAKER
CONDUIT, CONTACTOR, CONDUCTOR, CLOSECIRCUIT BREAKERCONTROL PANELCOMMUNICATIONCURRENT TRANSFORMER
DIRECT CURRENTDISTRIBUTION PANELLIGHTING DISTRIBUTION PANELDPL POWERED FROM UPSDIGITAL POWER METERDISCONNECT SWITCH
EMPTYENVIRONMENTAL CONTROL PANELEXHAUST FAN
FUSEFIRE AND GAS ALARM AND SUPPRESSION PANELFREQUENCY
GREENGENERATORGROUND FAULT CIRCUIT INTERRUPTERGROUND
HAND HOLEHAND-OFF-AUTOMATICHORSE POWERHAND SWITCHHERTZ
INTERRUPTING CAPACITY
JUNCTION BOX
KILOAMPERESKILOVOLTSKILOVOLTAMPERESKILOWATTS
LIGHTING CONTROLLOCAL PANEL
MOTOR, MANUAL,MAGNETIC CONTACTOR COILMOTOR CONTROL CENTERMAIN DISTRIBUTION PANELMANHOLE, METAL HALIDE, MOUNTING HEIGHTMANUFACTURER SUPPLIED CABLEMOUNT
NORMALLY CLOSEDNORMALLY OPENNOT TO SCALE
OVERLOAD RELAY
PACKAGED AIR CONDITIONING UNITPULL BOXPHOTO CELLPOWER DISTRIBUTION PANEL
RECEPTACLERIGID GALVANIZED STEEL CONDUIT
SURGE PROTECTIVE DEVICE (TVSS)START STOPSTAINLESS STEELSOLENOID VALVESWITCHBOARD
TIME CLOCKTIMING RELAYTRANSIENT VOLTAGE SURGE SUPPRESSORTYPICAL
VOLTAGE, VOLTS
WAYYSWEATHERPROOF
TRANSFORMER30
2or
or
or
BD
or
2
30
60/40
2
2
DB
or
FO
XXXX
G
G
N
T
D
CTC
DS
[A-XXX]
100/40
or
XX
4
4
EX
L20R20
LIGHTING SYSTEM PLAN
MCC-A
NOTE:ALL UNMARKED CONDUIT RUNS CONSIST OF TWO NO. 12, ONE NO. 12 GROUNDCONDUCTORS IN 3/4" CONDUIT. RUNS MARKED WITH CROSSHATCHES INDICATENUMBER OF NO. 12 CONDUCTORS. CROSSHATCH WITH SUBSCRIPT "G" INDICATESGREEN GROUND WIRE.
G
G
[A1]
T
or
TTC
or
J
GG
G
CSCS
CSHH
LL
4444
5555
11
CSOS
CSLC
EUH
AC
CSCS
- CLOCK HANGER- CORROSION RESISTANT
CCRE
CONNECTION POINT TO EQUIPMENT SPECIFIED.RACEWAY, CONDUCTOR,TERMINATION AND CONNECTIONIN THIS DIVISION.
MAJOR ELECTRICAL COMPONENT OR DEVICE - NAMEOR IDENTIFYING SYMBOL AS SHOWN.
PANELBOARD - SURFACE MOUNTED
PANELBOARD - FLUSH MOUNTED
TERMINAL JUNCTION BOX
MOTOR, SQUIRREL CAGE INDUCTION
GENERATOR, VOLTAGE AND SIZE AS INDICATED.
CONDUCTOR AND RACEWAY TAG - SEE SCHEDULEA = C - CONTROL P - POWER S - SIGNAL
EXPOSED CONDUIT AND CONDUCTORS*
CONCEALED CONDUIT AND CONDUCTORS*
CONTACTOR, MAGNETIC, NEMA SIZE INDICATED
STARTER, MAGNETIC NEMA SIZE INDICATED
CONVENIENCE RECEPTACLE - DUPLEX UNLESS NOTEDOTHERWISE. TYPES:
SUBSCRIPT NUMBER IN ( ) AT RECEPTACLEINDICATES CIRCUIT
240V RECEPTACLE
CONVENIENCE RECEPTACLE - QUADRUPLEX
MULTI OUTLET ASSEMBLY
DUPLEX CONVENIENCE RECEPTACLE - FLUSH IN FLOOR
CONVENIENCE RECEPTACLE, PEDESTAL, DUPLEXSINGLE FACE UNLESS INDICATED OTHERWISE
RECEPTACLE, SPECIAL PURPOSE-NEMA CONFIGURATIONAND AMPERAGE INDICATED
THERMOSTATCROSSHATCHES WITH BAR INDICATE NO.10 CONDUCTOR.SIZE CONDUIT ACCORDING TO SPECIFICATIONSAND APPLICABLE CODE.
CONDUIT DOWN
CONDUIT UP
CONDUIT TERMINATION AT CABLE TRAY
EXISTING CONDUIT/ DUCT BANK
BUS DUCT - SEE SPECIFICATIONS
CONCRETE ENCASED CONDUIT
DIRECT BURIED CONDUIT
WALL MOUNTED LUMINAIRE, SEE SCHEDULE
LUMINAIRE AND POLE, SEE SCHEDULE
LUMINAIRE WITH INTERNAL BATTERY BACKUP,SEE SCHEDULE
LUMINAIRE, SEE SCHEDULE
LUMINAIRE, SEE SCHEDULE
ELECTRIC AIR CONDITIONER(SELF CONTAINED UNIT)
ELECTRIC UNIT HEATER
FIBER OPTIC CONDUIT
CONCRETE ENCASED DUCT BANK WHERE XXXX IS THEDUCT BANK NAME. SEE CIRCUIT AND RACEWAYCODING DEFINITION
CONCEALED CONDUIT ROUTING AREA
CONDUIT ROUTING AREA
CABLE TRAY
GENERAL CONTROL OR WIRING DEVICE.LETTER SYMBOLS OR ABBREVIATIONSINDICATE TYPE OF DEVICE
CONTROL STATION, SEE CONTROL DIAGRAMSFOR CONTROL DEVICE(S) REQUIRED.
WALL SWITCH:
SMALL LETTER SUPERSCRIPT AT SWITCH AND LUMINAIREINDICATES SWITCHING. SUBSCRIPT NUMBERAT LUMINAIRE INDICATES CIRCUIT
FLOOD LIGHTS - AIM IN THE DIRECTION SHOWN
PILOT LIGHTKEY OPERATEDDIMMERCORROSION RESISTANTMOMENTARY 3-WAYMANUAL STARTERWITH OVERLOADS
P-K-D-CR-L-MS-
DOUBLE POLETHREE WAYFOUR WAYWEATHERPROOFEXPLOSIONPROOFMOTOR RATED
2-3-4-WP-EX-M-
EQUIPMENT NEUTRAL BUS
EQUIPMENT GROUND BUS
PIGTAIL FOR CONNECTION TO EQUIPMENTCABINET OR FRAME
COMBINATION TELEPHONE/DATA RECEPTACLE, FLOOR BOX,NUMBER OF PORTS INDICATED
DATA SYSTEM RACEWAY
COMPUTER NETWORK CONNECTION, FLUSH IN FLOOR
COMPUTER NETWORK CONNECTION
COMPUTER SYSTEM TERMINAL CABINET
TELEPHONE SYSTEM RACEWAY
TELEPHONE TERMINAL CABINET
GROUNDING CONDUCTOR, SIZE AS INDICATED
GROUND ROD IN TEST WELL
GROUND ROD
CONTROL STATION
MONITOR
DOOR SWITCH
CARD KEY ACCESS
STANDBY LIGHTING UNIT, SURFACE MOUNTED,SEE SCHEDULE
COMBINATION TELEPHONE/DATA RECEPTACLE, WALLMOUNTED, NUMBER OF PORTS INDICATED
COMBINATION CIRCUIT BREAKER ANDMAGNETIC STARTER, NEMA SIZE INDICATED
FUSED DISCONNECT SWITCH, CURRENT RATING INDICATED(60/40, 60=SWITCH RATING / 40=FUSE RATING)3 POLE
NONFUSED DISCONNECT SWITCH, CURRENT RATINGINDICATED, 3 POLE
TRANSFORMER
CE
CONDUIT, STUBBED AND CAPPED
CONDUIT AND CONDUCTOR CALLOUT, SEE LEGEND.
CSMD MOTION DETECTOR
PHOTOCELL
OCCUPANCY SENSOR
EXIT LIGHTS - FILLED SECTION INDICATES LIGHTED FACE,ARROW INDICATES EGRESS DIRECTIONAL INDICATORS, XX = FIXTURE NUMBER, SEE SCHEDULE
UTILITY POLE
UTILITY REVENUE METERING FACILITY
XX
(2)- WEATHERPROOF- TWIST LOCK- GROUND FAULT CIRCUIT INTERRUPTER
WPTL
GFCI
LIGHTING CONTACTOR, CURRENT RATING INDICATED
BREAKER, SEPARATELY MOUNTED, CURRENTRATING INDICATED(100/40, 100 = FRAME SIZE; 40 = TRIP RATING)3 POLE
EGRESS PUSHBUTTON
LIGHTING CONTACTOR
STRIP LUMINAIRE, SEE SCHEDULE
or MOTION SENSOR
ELECTRONIC LOCKM = MAGENITICS = STRIKE
VIDEO CAMERAPTZ = PAN/TILT/ZOOMF = FIXED
INTERCOM
TELEPHONE RECEPTACLE FLOOR BOX
TELEPHONE RECEPTACLE
SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION
POWER SYSTEM PLAN-2POWER SYSTEM PLAN-1 TELEPHONE SYSTEM PLAN AND RISER
COMPUTER SYSTEM (DATA) PLAN AND RISER
COMBINED TELEPHONE/COMPUTER SYSTEMPLAN AND RISER
SECURITY SYSTEM PLAN AND RISER
GROUND SYSTEM PLAN
ABBREVIATIONS
D - DATA T - TELEPHONE F - FIRE
OETATS
49
TH
A
KSALF NOT FOR
CONSTRUCTION
OETATS
49
TH
A
AKSALF O
ETATS
49
TH
A
KSALF NOT FOR
CONSTRUCTION
OETATS
49
TH
A
AKSALF O
ETATS
49
TH
A
KSALF NOT FOR
CONSTRUCTION
MECHANICAL ROOM
AIR COMPRESSOR ROOM
ELECTRICAL ROOM
COAGULANT ROOMCHEMICAL MIX ROOM
15,000-GALBACKWASH TANK
XR TANK
XR PUMPS
MEMBRANETRAINS
(TYP OF 4)FILTRATE PUMPS (TYP OF 3)
24" DIFILTERED WATERTO UV BLDG24" DI-4' BGS
BACKWASHTO STORM DRAIN
STRAINERS(TYP OF 2)
FILTEREDWATER HEADER
18" DI12' AFF
GRAVITY SUMP1000 GAL
RAW WATER HEADER18" DI5' AFF
BACKWASH EFFLUENT10" DI10' AFF
CIP/NEUTRALIZATIONTANK
CIP/NEUTRALIZATIONPUMPS
100-GAL SODA ASHMIX TANK
HOPPER/DUSTCOLLECTOR (TYP OF 2)
400-GALCITRIC ACIDMIX TANK
CONVEYOR (TYP OF 2)
METERING PUMP(TYP OF 4)
400-GALCHLORINESOLUTIONTANK
30-GAL BISULFITEMIX TANK
BACKWASHSUPPLY10" DI8' AFF
RAW WATER
-4' BGS
INTAKEPUMP LCP
MCC-1
SBD
T1
LV1C.T.
METER
CP-000
PAD
(3) 30"X30"TRANSFORMER ONMEZZANINE ABOVE
(1,000 LB EACH)
MAIN/ATS
CSWMAINCONTROLPANEL
300KW480Y/277VGENSET
CHEMPUMP
CONTROLLER
P-4022A P-4022B P-4022C
MSP-4022A
MSP-4022B
MSP-4022C
OETATS
49
TH
A
AKSALF O
ETATS
49
TH
A
KSALF NOT FOR
CONSTRUCTION
OETATS
49
TH
A
AKSALF O
ETATS
49
TH
A
KSALF NOT FOR
CONSTRUCTION
OETATS
49
TH
A
AKSALF O
ETATS
49
TH
A
KSALF NOT FOR
CONSTRUCTION
OETATS
49
TH
A
AKSALF O
ETATS
49
TH
A
KSALF NOT FOR
CONSTRUCTION
OETATS
49
TH
A
AKSALF O
ETATS
49
TH
A
KSALF NOT FOR
CONSTRUCTION