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

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

PL

OT

DA

TE

:

N/A

N/A

NOT FOR

CONSTRUCTION

N/A

N/A

N/A

1/1

7/2

020 2

:42

:22 P

M

NJC

NJC

NJC

RV

S001

21

20

1.0

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

SE

CO

ND

AR

Y W

AT

ER

SU

PP

LY

GE

NE

RA

L S

TR

UC

TU

RA

L I

NF

OR

MA

TIO

N

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.

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

PL

OT

DA

TE

:

N/A

N/A

NOT FOR

CONSTRUCTION

N/A

N/A

N/A

1/1

7/2

020 2

:42

:23 P

M

NJC

NJC

NJC

RV

S002

21

20

1.0

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

SE

CO

ND

AR

Y W

AT

ER

SU

PP

LY

GE

NE

RA

L S

TR

UC

TU

RA

L N

OT

ES

RE

VIS

ION

RE

VD

AT

ED

ES

CR

IPT

ION

BY

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

PL

OT

DA

TE

:

N/A

N/A

NOT FOR

CONSTRUCTION

N/A

N/A

N/A

1/1

7/2

020 2

:42

:23 P

M

NJC

NJC

NJC

RV

S003

21

20

1.0

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

SE

CO

ND

AR

Y W

AT

ER

SU

PP

LY

SC

HE

DU

LE

S

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 ---

RE

VIS

ION

RE

VD

AT

ED

ES

CR

IPT

ION

BY

A

D

1 2 3 4 6

B

C

60'-0

"

100'-0"

20'-0" 20'-0" 20'-0" 20'-0" 20'-0"

20'-0

"20

'-0"

20'-0

"

5

CP1 CP1F66 F66F44

CP1 CP1

F44

CP1CP1

5'-0" 5'-0"

5'-0"

F2

F2

F1F1 F1F1

1

5'-0"

2

2

22

F1 F1 F1 F1

F1

F1

F1F1

F1

F1

F44

F44

F66 F66

F44

F44

F44

CP1

CP1

CP1

CP1

CP1CP1

CP1

CP1

CP1

CP1

F44

3

TOC = 0'- 0"

TYP: TOF = -2'-0"

TYP: TOC = -1'-0"

1

S501____________________

1

S501____________________

1

S501____________________

1

S501____________________

2

S501____________________

9

S501____________________

9

S501____________________

2'-0

"

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

PL

OT

DA

TE

:

N/A

N/A

NOT FOR

CONSTRUCTION

N/A

N/A

N/A

1/1

7/2

020 2

:42

:23 P

M

NJC

NJC

NJC

RV

S101FP

21

20

1.0

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

SE

CO

ND

AR

Y W

AT

ER

SU

PP

LY

FO

UN

DA

TIO

N P

LA

N

SCALE: 3/16" = 1'-0"

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.

RE

VIS

ION

RE

VD

AT

ED

ES

CR

IPT

ION

BY

AA BB

11

22

33

1 2

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

PL

OT

DA

TE

:

N/A

N/A

NOT FOR

CONSTRUCTION

N/A

N/A

N/A

1/1

7/2

020 2

:42

:23 P

M

NJC

NJC

NJC

RV

S101UV

21

20

1.0

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

SE

CO

ND

AR

Y W

AT

ER

SU

PP

LY

UV

FO

UN

DA

TIO

N P

LA

N

SCALE: 3/16" = 1'-0"

UV FOUNDATION PLAN1

FOUNDATION KEYNOTES:1 NEW OPENING IN EXISTING CONC WALL.

2 FRP STRENGTHENING, EA SIDE OF NEW OPENING.

RE

VIS

ION

RE

VD

AT

ED

ES

CR

IPT

ION

BY

GRID

GRID

GRID

GRID

SCALE: NTSFROST PROTECTED SHALLOW FOUNDATION1 XXXXX.XX - 1 - R##

CONCRETE SLAB ON GRADE

CONCRETE FOOTING AND REINFORCING

1

2

HE

IGH

T

FO

OT

ING

WIDTH

FOOTING

CONCRETE WALL AND REINFORCING

FINISHED GRADE OR EXTERIOR SLAB AS OCCURS

PER PLAN

VERT FPSF INSULATION PER PLAN AND GSN

HORIZ FPSF INSULATION PER PLAN AND GSN

8"

CONTROL JOINT (CONTRACTOR'S OPTION TO USE COLD JOINT WITH KEY)

2'-0

"

MATEL BUILDING GIRT

SCALE: NTSFROST PROTECTED SHALLOW FOUNDATION2

WALL OPENING AT

XXXXX.XX - 2 - R##

CONCRETE SLAB ON GRADE

CONCRETE FOOTING AND REINFORCING

1

2

HE

IGH

T

FO

OT

ING

WIDTH

FOOTING PER PLAN

VERT FPSF INSULATION PER PLAN AND GSN

HORIZ FPSF INSULATION PER PLAN AND GSN

8"

CONTROL JOINT (CONTRACTOR'S OPTION TO USE COLD JOINT WITH KEY)

EXTERIOR SLAB AS OCCURS

WALL BEYOND

TOOL EDGE

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

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

PL

OT

DA

TE

:

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

OU

GH

OF

SIT

KA

CR

ITIC

AL

SE

CO

ND

AR

Y W

AT

ER

SU

PP

LY

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

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

NOT FOR

CONSTRUCTION

1/1

7/2

020 1

:52

:55

PM

De

sig

ne

r

Au

tho

r

Ch

ecke

r

Ap

pro

ve

r

D001

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

AL S

EC

ON

DA

RY

WA

TE

R S

UP

PLY

PR

OC

ES

S L

EG

EN

D

RE

VIS

ION

RE

VD

AT

ED

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

: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

:52

:55

PM

RV

CM

RV

JH

D004

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

AL S

EC

ON

DA

RY

WA

TE

R S

UP

PLY

PR

OC

ES

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

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 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

AL S

EC

ON

DA

RY

WA

TE

R S

UP

PLY

CS

W P

RO

CE

SS

FLO

OR

PLA

N

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

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 2

:03

:53

PM

De

sig

ne

r

Au

tho

r

Ch

ecke

r

Ap

pro

ve

r

D102FP

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

AL S

EC

ON

DA

RY

WA

TE

R S

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