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CENTRAL VALLEY WATER RECLAMATION FACILITY800 Central Valley Rd, Salt Lake City, UT 84119

CONSTRUCTION CONTRACT 6C

BLOWER BUILDING TUNNEL

ELECTRICAL PROJECT

Preliminary Design

June 4, 2018

NKunz

Image

CROSS REFERENCING SYSTEM GENERAL NOTES

PIPING IDENTIFICATION SYSTEM

MISCELLANEOUS

CROSS REFERENCING SYSTEM (CONTINUED)

DRAWING NUMBERING SYSTEM

X

1. THE NOTE IN THE TITLEBLOCK OF THIS DRAWING WHICH READS "TWO INCHES AT FULL SCALE" APPEARS ON DRAWINGS FOR IDENTIFICATION OF SCALE DISTORTIONS ON HALF SIZE DRAWINGS AND DRAWING REPRODUCTIONS. IT SHALL MEAN THAT THE DRAWING IS FULL SIZE AND THE DRAWING SCALES ACCURATE WHEN THE LENGTH OF THIS LINE IS TWO INCHES. IF THE LENGTH IS OTHER THAN TWO INCHES, DRAWING SCALES MUST BE ADJUSTED ACCORDINGLY.

2. EXISTING PIPING IS DESIGNATED BY SERVICE RATHER THAN MATERIAL TYPE. MATERIAL TYPES, IF KNOWN, APPEAR OUTSIDE THE PIPING CALLOUT BUBBLE, AND MAY NOT BE THE SAME MATERIAL TYPES SPECIFIED FOR NEW PIPING.

3. ABBREVIATIONS USED IN THIS CONTRACT DOCUMENT CONFORM TO ANSI Y1.1, UNLESS NOTED OTHERWISE ON DRAWINGS. SEE SPEC. SECTION 01071 FOR ADDITIONAL ABBREVIATIONS.

4. ALL STANDARD DETAILS APPLY TO ALL THE CONTRACTORS WORK WHETHER SPECIFICALLY REFERENCED OR NOT.

5. SEE FRONT END SHEETS FOR EACH DISCIPLINES STANDARD SYMBOLS, ETC.

6. SEE ADDITIONAL GENERAL NOTES THROUGHOUT DRAWING SET.

SERVICE ABBREVIATIONS (SEE LISTINGS ON DWG 00-G-005)

EXISTING PIPING(SEE GENERAL NOTE 2)

DISCIPLINE CODE (SEE LISTING ON THIS DRAWING)

SECTION NUMBER

DRAWING WHERE SECTION IS SHOWN

DISCIPLINES• G GENERAL• DX DEMOLITION (X - DENOTES DISCIPLINE)• C CIVIL• L LANDSCAPE• A ARCHITECTURAL• S STRUCTURAL• P PROCESS• M MECHANICAL/HVAC/PLUMBING• E ELECTRICAL• I INSTRUMENTATION• B GEOTECHNICAL• F FIRE PROTECTION• V SURVEY/MAPPING

NEW/PROPOSED LINEWORK

SECTION NUMBER TO BE NUMBERED SEQUENTIALLY THROUGHOUT THE ENTIRE DISCIPLINE

M-00-1001

DISCIPLINE

SEQUENTIAL NUMBER

SHEET TYPE

AREA

3. DETAIL CALLOUT:

EXISTING LINEWORK

WATER SURFACE

NORTH ARROW REVISION CLOUD

REVISION TAG

MATCH LINESEE SHEET X-XX-XXX

FUTURE PIPING

NEW PIPING

PIPE SIZE

7. KEYNOTES:

6. TYPICAL DETAIL REFERENCE:1. PLAN TITLES:

2. SECTION CUTS:

5. SECTIONS TITLES:

6. DETAIL TITLES:

SHEET TYPE• 0 GENERAL• 1 PLANS• 2 ELEVATIONS• 3 SECTIONS• 4 LARGE-SCALE SECTIONS• 5 DETAILS• 6 SCHEDULES AND DIAGRAMS• 7 USER DEFINED• 8 USERDEFINED • 9 3D REPRESENTATION

AREA• 00 GENERAL• 10 HEADWORKS BUILDING• 12 BIOFILTERS• 15 PRIMARY CLARIFIERS• 16 INTERMEDIATE PUMP STATION• 17 ANAEROBIC BASINS• 18 AERATION BASINS• 19 SOLIDS CONTACT BASINS• 21 SECONDARY CLARIFIERS 1-8 AND EAST RSS/WSS PUMP

BUILDING• 24 SECONDARY CLARIFIERS 9-12 AND WEST RSS/WSS

PUMP BUILDING• 25 GRAVITY BELT THICKENING BUILDING• 27 WEST DIGESTERS 1-4, WASTE GAS BURNER• 29 DEWATERING BUILDING• 30 SIDESTREAM PHOSPHORUS REMOVAL• 31 SIDESTREAM NITROGEN REMOVAL• 33 POWER GENERATION BUILDING• 34 BLOWER BUILDING 1• 35 BLOWER BUILDING 2• 40 FERMENTER TANKS

S0321

6" DS

6" DS

DETAIL LETTER TO BE NUMBERED SEQUENTIALLY THROUGHOUT THE ENTIRE DISCIPLINE

L EL. XXXX.XX

PIPE CENTRLINE ELEVATION CALL OUT IN SECTION

EL. XXXX.XX

ELEVATION CALL OUT INSECTION

DRAWING WHERE DETAIL IS FOUND

DRAWING WHERE SECTION IS CUT

DETAIL LETTER

DRAWING WHERE DETAIL IS CALLED

PIPE SERVICE

6" DS

4

A. BY CALLOUT:

B. BY NOTE: "SEE DETAIL B/D-105"

B IS DETAIL REFERENCE LETTERD-105 IS DRAWING WHERE DETAIL IS SHOWN

A

G-00-003

3

G-00-003

PLAN TITLESCALE: 1/8" = 1'-0"

SECTION TITLESCALE: 1/8" = 1'-0"

3

G-00-003

DETAIL TITLEA

G-00-003

ENLARGED PLAN NUMBER

4. ENLARGED PLAN TITLES:

DRAWING WHERE ENLARGED VIEW IS REFERENCED

ENLARGED PLAN TITLESCALE: 1/4" = 1'-0"

1

G-00-001

SCALE: 1/8" = 1'-0"

6. TYPICAL DETAIL TITLES:

TYPICAL DETAIL NUMBER

DETAIL TITLENTS

S0321

TYPICAL DETAIL NUMBER

NORTH

LOCATION C

C V W R F

FILENAME

SHEET NUMBER

DRAWING NUMBER

AT FULL SIZE

CHECKED:

APPROVED:

DRAWN:

CLIENT PROJECT NUMBER

DESIGNED:

CHECKED:

LINE IS 2 INCHES

OF

BC PROJECT NUMBER

REVISIONS

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Salt Lake City, UT

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151600-G-00V18

151600

G-00-00054

GENERAL

GENERAL LEGENDAND SYMBOLS

BLOWER BUILDINGTUNNEL PROJECT

CC6C

15

151600

Issued For Bid

REV DATE DESCRIPTION

A________A/C AIR CONDITIONINGAA ATOMIC ABSORPTION UNITAB ANCHOR BOLT, AGGREGATE BASEAC ASPHALT CONCRETE, ALTERNATING CURRENT, AIR CONDITIONERACC AREA CONTROL CENTERAF AIR FILTERAHU AIR HANDLING UNITAL ALUMINUMALT ALTERNATEAMD AIR MONITORING DEVICEANC ANCHORAPPROX APPROXIMATE(LY)AR ALARM RELAYAS AIR SUPPLYASSY ASSEMBLYATM ATMOSPHEREAVG AVERAGE

B________BAV BALL VALVEBC BEGINNING OF CURVEBCR BEGINNING OF CURVE RETURNBF BLIND FLANGEBFP BACKFLOW PREVENTERBFV BUTTERFLY VALVEBHP BRAKE HORSEPOWERBLDG BUILDINGBLK BLOCKBLR BOILERBM BEAM, BENCHMARKBOT BOTTOMBSN BAR SCREENBTU BRITISH THERMAL UNITBV/BAV BALL VALVEBVC BEGINNING OF VERTICAL CURVE

C________CAP CAPACITYCARV COMBINATION AIR RELEASE VAVLECB CATCH BASINCC COOLING COILC-C CENTER TO CENTERCCP CONCRETE CYLINDER PIPECD CEILING DIFFUSERCDR CONDENSERCDU CONDENSING UNITCED CEILING EXHAUST DIFFUSERCER CEILING EXHAUST REGISTERCF CUBIC FEETCFH CUBIC FEET PER HOURCFM CUBIC FEET PER MINUTECFR CODE OF FEDERAL REGULATIONSCFS CUBIC FEET PER SECONDCHR CHILLERCI CAST IRONCIP CAST IRON PIPECIRC CIRCUMFERENCECJ CONSTRUCTION JOINTCKPL CHECKER PLATECKV CHECK VALVE / BALL VALVECL CLEARANCECLR CLEARCML CEMENT MORTAR LINEDCMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITCNTL CONTROLCO CLEANOUTCOF COOLING AIRCOL COLUMNCONC CONCRETECOND CONDUCTIVITY, CONDENSATECONN CONNECTIONCONT CONTINUED(OUS)CP COMPRESSORCPLG COUPLINGCPVC CHLORINATED POLYVINYL CHLORIDECREJ CORRUGATED RUBBER EXPANSION JOINTCRN CRANECS CIRCULATED SLUDGECSD CEILING SUPPLY DIFFUSERCSP CORRUGATED STEEL PIPECTR CONTRACTOR, CENTERCU CONTROL UNIT, COPPER, CUBICCV CONTROL VALVECWA CONCRETE WASHOUT AREA

D________D DRAINDB DUCT BANKDET DETAILDFD DUCT FIRE DAMPERDG DIGESTER GASDI DUCTILE IRONDIA DIAMETERDIAG DIAGRAMDIFF DIFFERENTIALDIP DUCTILE IRON PIPEDM DAMPER MOTOR

DN DOWNDPR DAMPERDR DRAIN ROCK, DOORDS DIGESTER SLUDGEDT DOUBLE TEE, DRAIN TRAP, DRIP TRAPDWG DRAWINGDWLS DOWELS

E________EA EXHAUST AIR, EACHEAT ENTERING AIR TEMPERATUREEC END OF CURVE, EVAPORATIVE COOLERECC ECCENTRICED EXTRACTOR DAMPER, EQUIPMENT DRAINEE EACH ENDEEW EMERGENCY EYE WASHEF EACH FACEEFF EFFLUENTEG EXHAUST GRILLEEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELL ELBOWEMBD EMBEDDEDEP EDGE OF PAVEMENT, ELECTRIC/PNEUMATIC CONVERTEREPR EVAPORATOREQ EQUALEQUIP EQUIPMENTES EXISTING SURFACE, ELECTRICAL SERVICEEVC END OF VERTICAL CURVEEW EACH WAYEW T&B EACH WAY, TOP AND BOTTOMEWEF EACH WAY EACH FACEEX EXTRAEXG EXHAUST GRILLEEXIST EXISTINGEXP EXPANSIONEXT EXTERIOR

F________F FAHRENHEIT, FACE, FUSE(D), FANFAB FABRICATE(D)(TION)FAI FRESH AIR INTAKEFB FLAT BAR, FLOOR BEAMFC FAIL CLOSEDFCO FLOOR CLEANOUTFCR FINE CRUSHED ROCKFCV FLOW CONTROL VALVEFD FLOOR DRAIN, FIRE DAMPERFE FLOWMETERFE/FIT FLOW INDICATING TRANSMITTERFF FAR FACEF-F FACE TO FACEFG FLAP GATEFHD FLATHEADFIN FINISHEDFL FLOW LINEFLEX FLEXIBLEFLG FLANGE(D)FLP FLUID POWER UNITFLR FLOORFLT FILTERFM FORCE MAINFMH FLEXIBLE METAL HOSEFO FAIL OPENFPC FLEXIBLE PIPE COUPLINGFPM FEET PER MINUTEFPS FEET PER SECONDFRP FIBERGLASS REINFORCED PIPEFRS FREEZESTATFS FAR SIDEFSL FACULTATIVE SLUDGE LAGOONFT FEETFTG FOOTINGFTGS FITTINGSFUT FUTUREFZT FREEZESTAT

G________G POWER ACTUATED GATEGA GAGEGALV GALVANIZEDGB GRADE BREAKGBV GLOBE VALVEGD GUARDGDR GRINDERGEN GENERAL, GENERATORGL GLASSGLDI GLASS LINED DUCTILE IRONGLV GLOBE VALVEGPD GALLONS PER DAYGPM GALLONS PER MINUTEGR GRADEGRD GRINDERGRT GROUTGRTG GRATINGGSKT GASKETGSP GALVANIZED STEEL PLATEGV GATE VALVE

H________HC HEATING COILHD HEAVY DUTYHDG HOT-DIPPED GALVANIZEDHDPE HIGH DENSITY POLYETHYLENEHER HEADERHEX HEAT EXCHANGERHH HANDHOLEHOR HORIZONTALHP HIGH PRESSURE, HIGH POINT, HORSEPOWERHR HANDRAIL, HEAT RESERVOIR, HOURHRR HEAT RESERVOIR RETURNHRS HEAT RESERVOIR SUPPLYHST HOISTHT HEIGHT, HIGHHTR HEATERHTV HIGH TEMPERATURE VENTHV HOSE VALVE, HEATING AND VENTILATING UNITHVAC HEATING, VENTILATING, AND AIR CONDITIONINGHWTR HIGH WATERHYD HYDRAULICHYDT HYDRANT

I________I INTEGRAL CONTROLIA INSTRUMENT AIRID INSIDE DIAMETERIF INSIDE FACEIN INCHINF INFLUENTINJ INJECTORINS INSULATE(D)(ION)INSTR INSTRUMENTATIONINT INTERIORINTER INTERMEDIATEINV INVERTIT INSTRUMENT TAP

J________JST JOISTJT JOINT

K________K KIP (1000 POUNDS)KO KNOCK OUT

L________L LENGTHLAM LAMINATEDLAT LEAVING AIR TEMPERATURE, LATERAL, LATITUDELB POUNDLEV LEVELLG LONGLOS LOCKOUT STOPLP LOW PRESSURE, LIGHTING PANELLTG LIGHTINGLVR LOUVERLWR LOWER

M________MAN MANUAL(LY)MAX MAXIMUMMBH THOUSAND BTU'S PER HOURMCC MOTOR CONTROL CENTERMD MOTORIZED DAMPERMECH MECHANICALMFR MANUFACTURE(R)MG/L MILLIGRAMS PER LITERMGD MILLION GALLONS PER DAYMH MANHOLEMIN MINIMUM, MINUTEMISC MISCELLANEOUSMJ MECHANICAL JOINTML MILLILITERMOP MOTOR OPERATORMS MIXED SLUDGEMTR, M MOTORMUL/DIV MULTIPLY/DIVIDEMW MONITORING WELLMX MIXER

N________N NEUTRAL, NORTHNA NONAUTOMATICNC NORMALLY CLOSEDNEG NEGATIVENG NATURAL GASNIC NOT IN CONTRACTNO NORMALLY OPEN, NUMBERNPSH NET POSITIVE SUCTION HEADNS NEAR SIDENTS NOT TO SCALE

O________OA OUTSIDE AIR, OVERALLOAI OUTSIDE AIR INTAKEOC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACE, OVERFLOWOL OVERLOADOPNG OPENINGOPP OPPOSITEORF ODOR REMOVAL FILTERORT ODOR REMOVAL TOWERORU ODOR REDUCTION UNITOSA OUTSIDE AIR

P________P PUMP, PHASE, PROCESSP&ID PROCESS AND INSTRUMENTATION DIAGRAMPAR PARALLELPC PLAIN CONCRETE, PIPE COUPLINGPCC PLANT CONTROL CENTERPCHV PINCH VALVEPCP PLAIN CONCRETE PIPEPC-T PIPE COUPLING TO TAKE TENSIONPD PUMPED DRAINAGEPE PNEUMATIC/ELECTRICAL CONVERTERPERC PERCOLATIONPF POWER FACTOR, PRESSURIZED FLOWPG PRESSURE GAGEPI POINT OF INTERSECTIONPIVC POINT OF INTERSECTION ON VERTICAL CURVEPL PROPERTY LINE, PIPELINE, PLATEPLYWD PLYWOODPNL PANEL, PANELBOARDPOC POINT OF CURVE, POINT OF CONNECTIONPRD PRESSURE RELIEF DAMPERPRES PRESSUREPRS PRESSURE REDUCING STATIONPRV PRESSURE REGULATING (REDUCING)

VALVE, PRESSURE RELIEF VALVEPS PRIMARY SLUDGEPSC PRIMARY SCUMPSF POUNDS PER SQUARE FOOTPSIA POUNDS PER SQUARE INCH ABSOLUTEPSIG POUNDS PER SQUARE INCH GAGEPSL PIPE SLEEVEPSV POP SAFETY VALVEPV PLUG VALVE, PROCESS VARIABLEPVC POLYVINYL CHLORIDEPVL PRESSURE VESSELPVT PAVEMENT

Q________Q RATE OF FLOWQCPLG QUICK COUPLING

R________R RADIUS, RISERR/C REINFORCED CONCRETERA RETURN AIRRAS RETURN ACTIVATED SLUDGERCDR RECORDERRCP REINFORCED CONCRETE PIPERD ROOF DRAINRDWY ROADWAYREC RECEIVERRECD RECEIVEDRECP RECEPTACLERED REDUCE(R)REG REGULATORREINF REINFORCE, REINFORCINGREM REMOVE, REMOVABLEREQ'D REQUIREDRL REDUCED LEVELRM ROOMRP REDUCED PRESSURE BACKFLOW PREVENTERRPM REVOLUTIONS PER MINUTERT RIGHTRTP REINFORCED THERMOSET POLYESTERRTU REMOTE TERMINAL UNIT

S________S SOUTH, SILENCERSB SIGNAL BOXSCD SCUPPER DRAINSCH SCHEDULESCR SCRUBBERSD SANITARY DRAINSECT SECTIONSEP SEPARATORSG SUPPLY GRILLE, SLUICE GATE-MANUAL

SHT SHEETSI SPEED INCREASERSIM SIMILARSL SLOPESLG SLIDE GATESN SCREENSOV SOLENOID VALVESP SPACE, SET POINT, STATIC PRESSURESPEC SPECIFICATION(S)SPG SPACINGSPL SPLICESQ SQUARESR SPEED REDUCERSRV SAFETY RELIEF VALVESS STAINLESS STEELSSK SERVICE SINKSST STAINLESS STEELSTA STATIONSTD STANDARD, STORM DRAINSTIFF STIFFENERSTL STEELSTRUCT STRUCTURESUB SUBSTITUTE, SUBSTATIONSUPT SUPPORTSURF SURFACESV SOLENOID VALVESWB SWITCHBOARDSWR SWITCHGEARSYM SYMMETRICAL

T________T TANK, TRAPT & B TOP AND BOTTOMT/B TOP OF BANKTB TERMINAL BOXTC TOP OF CURBTCL TOTALLY CLOSEDTCP TEMPERATURE CONTROL PANELTD TANK DRAIN, TEMPERATURE DIFFERENCETE TOTALLY ENCLOSED, THICKENER EFFLUENTTI TEMPERATURE INDICATORTKS THICKENED SLUDGETO TOP OFTP TANGENT POINTTPG TOPPINGTR STAIR TREADTST THERMOSTATTTE TOTETWAS THICKENED WASTE ACTIVATED SLUDGETYP TYPICAL

U________UB UTILITY BOXUG UNDER GROUNDUH UNIT HEADERUL ULTIMATE LOADUN UNIONUP UTILITY POLEUS UTILITY STATIONUSS UNIT SUBSTATION

V________V VALVE, VENTVAR VARIES, VARIABLEVB VALVE BOXVC VERTICAL CURVEVCP VENDOR CONTROL PANELVD VOLUME DAMPERVERT VERTICALVP VAPOR PRESSURE, VACUUM PUMPVSC VARIABLE SPEED COUPLINGVTC VEHICLE TRACKING CONTROLVTR VENT THROUGH ROOF

W________W WIDTHW/ WITHW/O WITHOUTWAS WASTE ACTIVATED SLUDGEWC WATER CLOSET, WATER COLUMNWCO WALL CLEANOUTWD WOODWEG WALL EXHAUST GRILLEWER WALL EXHAUST REGISTERWF WIDE FLANGEWH WATER HEATERWS WATER SURFACEWSR WALL SUPPLY REGISTERWSTP WATERSTOPWT WATERTIGHTWWF WELDED WIRE FABRIC

Y________YCO YARD CLEANOUT

C V W R F

FILENAME

SHEET NUMBER

DRAWING NUMBER

AT FULL SIZE

CHECKED:

APPROVED:

DRAWN:

CLIENT PROJECT NUMBER

DESIGNED:

CHECKED:

LINE IS 2 INCHES

OF

BC PROJECT NUMBER

REVISIONS

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6975 Union Park Center

Salt Lake City, UT

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151600

G-00-00065

GENERAL

ABBREVIATIONS

BLOWER BUILDINGTUNNEL PROJECT

CC6C

15

151600

Issued For Bid

REV DATE DESCRIPTION

T21A

T21B

TB21007A

TB21007B

H21001A

XH21002A

XH21001B

XH21002B

S21106

S33000G

S33000H

S33000K

S21058

S21116

S21115

S2105A

S33000L

S29000A

S29000B

S29000P

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DATE

REVISIONS

DESCRIPTION

BC PROJECT NUMBER

FILENAME

SHEET NUMBER

DRAWING NUMBER

AT FULL SIZE

CHECKED:

APPROVED:

DRAWN:

CLIENT PROJECT NUMBER

DESIGNED:

REV

CHECKED:

2 3 4 5 6

C

B

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OF

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C V W R F

BLOWER BUILDING

TUNNEL PROJECT

CC6B

Salt Lake City, UT6975 Union Park Center

Brown & Caldwell

   

   

   

   

   

   

   

151600

151600

E-00-1005.DWG

J. COX

 

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N. ROBERTS

J. COX

159

E-00-1005

ELECTRICAL SITE

PLAN

ELECTRICAL

Issued For Bid

   

   

1. IDENTIFY TERMINATION POINTS FOR EACH CABLE AND WIRE

PRIOR TO REPLACEMENT PER SPEC SECTION 26 05 05.

REFERENCE RECORDS DOCUMENTS CC5B.

KEY NOTES:

NORTH

KEY PLAN:

CELL 01 CELL 02 CELL 03 CELL 04

CELL 08CELL 07CELL 06CELL 05

CELL 09 CELL 10 CELL 11 CELL 12 CELL 13

CELL 18CELL 17CELL 16CELL 15CELL 14

CELL 19 CELL 20 CELL 21 CELL 22 CELL 23

CELL 28CELL 27CELL 26CELL 25CELL 24

GENERAL NOTES:

SCALE IN FEET

0 4020

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TC

HLIN

E - S

EE

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-00-1006

PROTECT IN PLACE

HH21006B

(4160V)

HH33010A

(12.47KV)

HH21006A

(SIGNAL)

E-00-1002

2

E-00-1002

1

HH21005B

(SIGNAL)

HH21005A

(SIGNAL)

HH21004B

(4160V)

HH21004A

(SIGNAL)

HH21004C

(SIGNAL)

H21001A

XH21002A

XH21001B

XH21002B

S21106

S33000G

S33000H

S33000K

S21058

S21116

S21115

S2105A

S33000L

S29000A

S29000B

S29000P

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DATE

REVISIONS

DESCRIPTION

BC PROJECT NUMBER

FILENAME

SHEET NUMBER

DRAWING NUMBER

AT FULL SIZE

CHECKED:

APPROVED:

DRAWN:

CLIENT PROJECT NUMBER

DESIGNED:

REV

CHECKED:

2 3 4 5 6

C

B

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C V W R F

BLOWER BUILDING

TUNNEL PACKAGE

CC6C

Salt Lake City, UT6975 Union Park Center

Brown & Caldwell

   

   

   

   

   

   

   

151600

151600

E-00-1006.DWG

J. COX

 

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N. ROBERTS

J. COX

1510

E-00-1006

ELECTRICAL SITE

PLAN

ELECTRICAL

Issued For Bid

   

   

GENERAL NOTES:

KEY NOTES:

NORTH

KEY PLAN:

CELL 01 CELL 02 CELL 03 CELL 04

CELL 08CELL 07CELL 06CELL 05

CELL 09 CELL 10 CELL 11 CELL 12 CELL 13

CELL 18CELL 17CELL 16CELL 15CELL 14

CELL 19 CELL 20 CELL 21 CELL 22 CELL 23

CELL 28CELL 27CELL 26CELL 25CELL 24

MATCHLINE - SEE E-00-1010

SCALE IN FEET

0 4020

MA

TC

HLIN

E - S

EE

E

-00-1005

1. CONTRACTOR TO INSTALL NEW SIGNAL DUCT BANK BETWEEN

HH21006A AND HH33010D. ALL ASSOCIATED SIGNAL CABLES

SHALL BE REPLACED ONE AT A TIME IN THEIR ENTIRETY FROM

SOURCE TO DESTINATION WITH THE SAME SIZE AND QUANTITY

OF EXISTING PRIOR TO THE REMOVAL OF EXISTING SIGNAL DUCT

BANK. REFERENCE DETAIL A/E-00-5001.

2. CONTRACTOR TO INSTALL NEW 5 KV DUCT BANK BETWEEN

HH21006B AND HH33010C. EXISTING SUBSTATIONS 21A AND 21B

FEEDER CONDUCTORS SHALL BE REPLACED IN THEIR ENTIRETY

FROM THE SUBSTATION TRANSFORMER TO INDIVIDUAL FEEDER

SECTIONALIZING SWITCH AND THEN ON TO THE EXISTING

SWITCHGEAR. REFERENCE DETAIL A/E-00-5001.

3. EXISTING TELEPHONE CABLE TO BE LOCATED. IT IS UNKNOWN IF

CABLE IS DIRECT BURIED OR IN A RACEWAY. THE CABLE SHALL

BE REROUTED FOR EXCAVATION EFFORTS AND PROTECTED

DURING ALL CONSTRUCTION ACTIVITIES.

4. REFERENCE DETAIL D/E-00-5001 FOR NEW DUCT BANKS

INSTALLATION INTO EXISTING HAND HOLES. (TYP.)

3

1

2

B

E-00-1004

A

E-00-1004

4

4

1. ALL EXCAVATION REQUIRED FOR THE REMOVAL OF EXISTING

DUCT BANKS AND THE INSTALLATION OF NEW DUCT BANKS

SHALL BE COORDINATED WITH THE SITE PIPING RELOCATION

EXCAVATION EFFORTS.

2. COORDINATE ALL DUCT BANK RELOCATION WORK WITH THE

OWNER. ONLY ONE 5 KV SUBSTATION FEED CAN BE REPLACED

AT A TIME. ALL SIGNAL CABLES SHALL BE IDENTIFIED FOR THEIR

FUNCTIONALITY AND THE REPLACEMENT DOWNTIME SHALL BE

COORDINATED WITH THE OWNER PRIOR TO REPLACEMENT.

3. TRACE ALL SIGNAL CABLES THAT ARE TO BE REPLACED AND

IDENTIFY THEIR SOURCE, DESTINATION, CONDUCTOR SIZE AND

QUANTITY. THIS INFORMATION SHALL BE AS-BUILT INTO THE

CABLE/RACEWAY SCHEDULE ON DRAWING E-00-3001.

MV

1

34

PROTECT IN PLACE

EXISTING

SWITCHGEAR

HH33601

(480V)

HH33010D

(SIGNAL)

HH33010C

(4160V)

HH33010B

(12.47KV)

T133

UTILITY TRANSFORMER

T33A

T33B

G

GGGG

G

G

G

GGGG

G

GG

GG

GG

GG

GG

G G G G G

GG

GG

GG

GG

GG

GG

G

GENERATORS

33A AND 33B

MV

1

33

B

MV

1

33

A

1

D

C

VW

RF

_N

W.sid

C

OX

-S

ignature-no B

G.gif

kobes stam

p.png

DATE

REVISIONS

DESCRIPTION

BC PROJECT NUMBER

FILENAME

SHEET NUMBER

DRAWING NUMBER

AT FULL SIZE

CHECKED:

APPROVED:

DRAWN:

CLIENT PROJECT NUMBER

DESIGNED:

REV

CHECKED:

2 3 4 5 6

C

B

1 2 3 4 5 6

OF

D

C

B

A

Pa

th

: V

:\C

EN

TR

AL

V

AL

LE

Y\1

51

60

0\0

0-B

IM

\0

3-A

UT

OC

AD

\0

7-S

HE

ET

S\T

UN

NE

L P

AC

KA

GE

C

C6

C F

IL

EN

AM

E: E

-0

0-1

01

0.D

WG

P

LO

T D

AT

E: 6

/4

/2

01

8 1

0:0

3 P

M C

AD

U

SE

R: N

IC

HO

LA

S R

OB

ER

TS

A

LINE IS 2 INCHES

C V W R F

BLOWER BUILDING

TUNNEL PROJECT

CC6C

Salt Lake City, UT6975 Union Park Center

Brown & Caldwell

   

   

   

   

   

   

   

151600

151600

E-00-1010.DWG

J. COX

 

----

N. ROBERTS

J. COX

1511

E-00-1010

ELECTRICAL SITE

PLAN

ELECTRICAL

Issued For Bid

   

   

KEY PLAN:

CELL 01 CELL 02 CELL 03 CELL 04

CELL 08CELL 07CELL 06CELL 05

CELL 09 CELL 10 CELL 11 CELL 12 CELL 13

CELL 18CELL 17CELL 16CELL 15CELL 14

CELL 19 CELL 20 CELL 21 CELL 22 CELL 23

CELL 28CELL 27CELL 26CELL 25CELL 24

GENERAL NOTES:

1. ALL EXCAVATION REQUIRED FOR THE REMOVAL OF EXISTING

DUCT BANKS AND THE INSTALLATION OF NEW DUCT BANKS

SHALL BE COORDINATED WITH THE SITE PIPING RELOCATION

EXCAVATION EFFORTS.

2. COORDINATE ALL DUCT BANK RELOCATION WORK WITH THE

OWNER. ONLY ONE 5 KV SUBSTATION FEED CAN BE REPLACED

AT A TIME. ALL SIGNAL CABLES SHALL BE IDENTIFIED FOR THEIR

FUNCTIONALITY AND THE REPLACEMENT DOWNTIME SHALL BE

COORDINATED WITH THE OWNER PRIOR TO REPLACEMENT.

3. TRACE ALL SIGNAL CABLES THAT ARE TO BE REPLACED AND

IDENTIFY THEIR SOURCE, DESTINATION, CONDUCTOR SIZE AND

QUANTITY. THIS INFORMATION SHALL BE AS-BUILT INTO THE

CABLE/RACEWAY SCHEDULE ON DRAWING E-00-3001.

4. REFERENCE DETAIL D/E-00-5003 FOR GROUNDING GUIDELINES

TO STRUCTURAL REBAR. COORDINATE WITH TUNNEL

INSTALLATION CONTRACTOR.

KEY NOTES:

1. INSTALL NEW SIGNAL DUCT BANK BETWEEN HH21006A AND

HH33010D. ALL ASSOCIATED SIGNAL CABLES SHALL BE

REPLACED ONE AT A TIME IN THEIR ENTIRETY FROM SOURCE TO

DESTINATION WITH THE SAME SIZE AND QUANTITY OF EXISTING

PRIOR TO THE REMOVAL OF EXISTING SIGNAL DUCT BANK.

REFERENCE DETAIL A/E-00-5001.

2. PROVIDE AND INSTALL A NEW SECTIONALIZING TERMINAL

CABINET AND A CABLE VAULT AS SPECIFIED AND DETAILED

HEREIN. ONE SECTIONALIZING CABINET SHALL BE PROVIDED FOR

EACH SUBSTATION FEEDER AND MOUNTED BACK TO BACK ON

THE VAULT. EXACT LOCATION SHALL BE COORDINATED WITH THE

NEW 5 KV DUCT BANK INSTALLATION AND THE OWNER.

BOLLARDS SHALL BE PROVIDED ON THE ROAD SIDE OF THE

SWITCH FOR PROTECTION OF THE SWITCH. REFERENCE DETAIL

A THRU D/E-00-5002. CABLE FIRE WRAPPING TO BE INSTALLED ON

INDIVIDUAL BUS FEEDERS. REFERENCE DETAIL C/E-00-5001.

3. INSTALL NEW 5 KV DUCT BANK BETWEEN HH21006B AND

HH33010C. EXISTING SUBSTATIONS 21A AND 21B FEEDER

CONDUCTORS SHALL BE REPLACED IN THEIR ENTIRETY FROM

THE SUBSTATION TRANSFORMER TO INDIVIDUAL FEEDER

SECTIONALIZING SWITCH AND THEN ON TO THE EXISTING

SWITCHGEAR. REFERENCE DETAIL A/E-00-5001.

4. EXISTING TELEPHONE CABLE TO BE LOCATED. IT IS UNKNOWN IF

CABLE IS DIRECT BURIED OR IN A RACEWAY. THE CABLE SHALL

BE REROUTED FOR EXCAVATION EFFORTS AND PROTECTED

DURING ALL CONSTRUCTION ACTIVITIES.

5. EXISTING BUILDING GROUNDING WAS DERIVED FROM PREVIOUS

CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL FIELD

LOCATE AND DOCUMENT EXISTING GROUND WELLS. THE

GROUNDING ADJACENT TO THE SHORING SHALL REMAIN BUT

MAY BE RELOCATED EAST OF THE SHORING IF NEEDED.

6. REMOVE EXISTING GROUND BETWEEN GROUND WELLS FOR

TUNNEL CONSTRUCTION.

7. PROVIDE AND INSTALL NEW 4/0 GROUND CONDUCTORS AND

GROUND WELLS AS SHOWN. CONNECT NEW GROUND

CONDUCTORS TO THE EXISTING GROUND WELLS AND EXTEND

AROUND THE NEW TUNNEL CONSTRUCTION AS SHOWN.

REFERENCE DETAIL B/E-00-5001 AND DETAILS B AND C/E-00-5003

FOR GROUNDING INSTALLATION REQUIREMENTS.

8. RELOCATE EXISTING POWER FACTOR CORRECTION CAPACITORS

AND GROUND RESISTORS. EXACT LOCATION SHALL BE

COORDINATED WITH THE OWNER. PROVIDE NEW CONDUCTORS

OF LIKE TYPE AND QUANTITY TO REINSTALL IN NEW LOCATION.

9. GROUNDING CONNECTIONS TO BE MADE FROM NEW GROUND

GRID TO NEW STRUCTURE REBAR, TO GROUND BAR ASSEMBLY.

GROUND BAR TO INSTALLED 13 FEET AFF TO CENTER. (TYP. 4)

10. REFERENCE DETAIL D/E-00-5001 FOR NEW DUCT BANK

INSTALLATION INTO EXISTING HAND HOLES. (TYP.)

11. ROUTE NEW 120V POWER FOR SUMP PUMP THROUGH LOW

VOLTAGE HANDHOLE HH33601 AND MEET UP WITH NEW

REPLACEMENT 5KV DUCTBANK EN ROUTE TO NEW CABLE VAULT.

NORTH

MATCHLINE - SEE E-00-1006

SCALE IN FEET

0 4020

1

B

E-00-3001

A

E-00-3001

3

4

2

7

5 6

8

5

8

10

10

9

11

1 23 4

4 444

1 2

9 10

3

11

4

12

222 2

2 2 2 2

2 2 2 2

5 6 7 85

1

CONDUIT NO. CONDUIT TAG

1

2

3

4

EXISTING CONDUIT EMPTY

LEGEND:

4

EXISTING CONDUIT FULL

4

NEW CONDUIT

4

CONDUIT SIZE IN INCHES

4

3

CONDUIT NUMBER

H21001A

XH21001B

XH21002B

XH21002A

1

2

3

4

5

6

7

8

9

10

11

12

S21058

S21116

S21115

S2105A

S21106

S33000G

S33000H

S33000K

S33000L

S29000A

S29000B

S29000P

1

D

C

VW

RF

_N

W.sid

H

H21006A

5kV

S

outh.jpg

H

H21006B

S

ignal S

outh.jpg

DATE

REVISIONS

DESCRIPTION

BC PROJECT NUMBER

FILENAME

SHEET NUMBER

DRAWING NUMBER

AT FULL SIZE

CHECKED:

APPROVED:

DRAWN:

CLIENT PROJECT NUMBER

DESIGNED:

REV

CHECKED:

2 3 4 5 6

C

B

1 2 3 4 5 6

OF

D

C

B

A

Pa

th

: V

:\C

EN

TR

AL

V

AL

LE

Y\1

51

60

0\0

0-B

IM

\0

3-A

UT

OC

AD

\0

7-S

HE

ET

S\T

UN

NE

L P

AC

KA

GE

C

C6

C F

IL

EN

AM

E: E

-0

0-3

00

1.D

WG

P

LO

T D

AT

E: 6

/4

/2

01

8 1

0:2

0 P

M C

AD

U

SE

R: N

IC

HO

LA

S R

OB

ER

TS

A

LINE IS 2 INCHES

C V W R F

BLOWER BUILDING

TUNNEL PROJECT

CC6C

Salt Lake City, UT6975 Union Park Center

Brown & Caldwell

   

   

   

   

   

   

   

151600

151600

E-00-3001.DWG

J. COX

 

----

N. ROBERTS

J. COX

1512

E-00-3001

ELECTRICAL DUCT

BANK SECTIONS

AND SCHEDULE

ELECTRICAL

Issued For Bid

   

   

1. FOR DUCT BANK CONSTRUCTION REFERENCE TYPICAL DETAIL

A/E-00-5001.

2. PROVIDE PULL ROPE IN ALL SPARE CONDUITS BOTH NEW AND

EXISTING.

3. BOND DUCT BANK GROUNDS AT BOTH ENDS AND AT EACH

MANHOLE OR HANDHOLE.

4. FIELD IDENTIFY EACH CABLE TYPE, SIZE, QUANTITY, PURPOSE

AND TERMINATION POINT PRIOR TO REPLACEMENT PER SPEC

SECTION 26 05 05.

KEY NOTES:

1. EXISTING CIRCUIT INFORMATION OBTAINED FROM

CONSTRUCTION DRAWINGS FROM CC6. ACTUAL CIRCUITS

MAY NOT BE IN THE ASSIGNED CONDUITS AND MUST BE FIELD

VERIFIED.

2. UNIDENTIFIED CONDUIT AND CABLE. CONTRACTOR TO

IDENTIFY AND PLACE IN EMPTY CONDUIT.

3. REPLACE EXISTING RACEWAY TAGS WITH NEW TAGS IN

EXISTING HAND HOLES.

4. BREAK OFF 120V RACEWAY TO SUMP JUNCTION BOX PRIOR

TO ENTERING VAULT. SEE DETAIL B/E-00-5002. CONDUIT TO

REMAIN AT LEAST 6" AWAY FROM 4.16KV CONDUITS.

GENERAL NOTES:

SECTION

NO SCALE

A

E-00-1010

SECTION

NO SCALE

B

E-00-1010

1

SECTION

A

B

CABLE TAG CABLE FROM (SOURCE) CABLE TO (DESTINATION) CABLE SIZE & QUANTITY

NONE

NONE

NONE

NONE

NONE

NONE

NONE

HV133A

HV133B

T21A

T21B

3#500 KCMIL, #2/0 AWG GRD

3#500 KCMIL, #2/0 AWG GRD

__"C #____

__"C #____

__"C #____

__"C #____

__"C #____

__"C #____

__"C #____

__"C #____

__"C #____

__"C #____

__"C #____

E-00-1006

2

E-00-1006

1

2

3

4

5 H21001B T21A TBD

1

D

DATE

REVISIONS

DESCRIPTION

BC PROJECT NUMBER

FILENAME

SHEET NUMBER

DRAWING NUMBER

AT FULL SIZE

CHECKED:

APPROVED:

DRAWN:

CLIENT PROJECT NUMBER

DESIGNED:

REV

CHECKED:

2 3 4 5 6

C

B

1 2 3 4 5 6

OF

D

C

B

A

Pa

th

: V

:\C

EN

TR

AL

V

AL

LE

Y\1

51

60

0\0

0-B

IM

\0

3-A

UT

OC

AD

\0

7-S

HE

ET

S\T

UN

NE

L P

AC

KA

GE

C

C6

C F

IL

EN

AM

E: E

-0

0-5

00

2.D

WG

P

LO

T D

AT

E: 6

/4

/2

01

8 1

0:2

7 P

M C

AD

U

SE

R: N

IC

HO

LA

S R

OB

ER

TS

A

LINE IS 2 INCHES

C V W R F

BLOWER BUILDING

TUNNEL PROJECT

CC6C

Salt Lake City, UT6975 Union Park Center

Brown & Caldwell

   

   

   

   

   

   

   

151600

151600

E-00-5002.DWG

J. COX

 

1514

E-00-5002

ELECTRICAL

DETAILS - 2

ELECTRICAL

Issued For Bid

   

   

(2) TY-RAP CABLE

TIES (TYP). ENSURE

CABLES CAN REACH

PARKING STAND.

NON-METALIC

STRUCT C

CHANNEL CABLE

SUPPORT (TYP)

EQUIPMENT

GROUND

BAR

8

600A DEAD

BREAK CABLE

ELBOW

2

200A DUST CAP

ELASTIMODE

#K656DR OR

APPROVED

EQUAL (TYP)

600A 4-WAY JUNCTION

PROVIDED AS PART

OF UNIT

ENCLOSURE

DOOR (TYP)

FR

ON

T

PHASE CPHASE BPHASE A

SECTIONALIZING

CABINET9

600A DEAD BREAK

ELBOW (TYP)

2

5

GROUND SHIELD

KIT (TYP)

8

EQUIPMENT

GROUND BAR

(2) TY-RAP

CABLE TIES TO

NON-METALIC

SUPPORT (TYP).

ENSURE CABLES

CAN REACH

PARKING STAND.

1 3 7

PARKING

STAND (TYP)

200A LB ELBOW,

TYP

BILL OF MATERIAL

ITEM

NUMBER

MANUFACTURERS

CATALOG

NUMBER

DESCRIPTION

ELASTIMOLD

OR EQUAL

166LR-W5X 15KV, 200A LOAD-BREAK ELBOW, W/ TESTING

PLUG (WX = CONTRACTOR TO ESTABLISH

BASED ON CABLE SELECTED)

ELASTIMOLD

OR EQUAL

K656LR-WOX 15KV, 600A DEAD-BREAK CABLE ELBOW, W/

TESTING PLUG (WOX = CONTRACTOR TO

ESTABLISH BASED ON CABLE SELECTED)

ELASTIMOLD

OR EQUAL

K655BE 600 AMP BUSHING EXTENDER

ELASTIMOLD

OR EQUAL

K656DRG ``15KV, 600A, PROTECTIVE INSULATING CAP, W/

TEST POINT, W/ GROUND

ELASTIMOLD

OR EQUAL

200ECSG2-2 GROUNDING SHIELD KIT, COPPER TAPE SHIELD

CALBE COLD SHRINKABLE SEAL, W/ COPPER

ROD AND CONSTANT FORCE SPRING

ELASTIMOLD

OR EQUAL

600ECSG2-2 GROUNDING SHIELD KIT, COPPER TAPE SHIELD

CABLE COLD SHRINKABLE SEAL, W/ COPPER

ROD AND CONSTANT FORCE SPRING

ELASTIMOLD

OR EQUAL

650ETP LOADBREAK REDUCING TAP PLUG

COOPER OR

EQUAL

08039033A66 66" EQUIPMENT GROUND BAR KIT FOR #12 AWG

THRU #4 AWG GROUND CONDUCTORS (SHIPPED

WITH ITEM #9)

COOPER OR

EQUAL

00450L00K31A SECTIONALIZING CABINET WITH 3 (3) PHASE,4

POINT JUNCTIONS AND PARKING STANDS.

1

2

3

4

5

6

7

8

9

200A FEEDER

600A FEEDER

6

GROUND SHIELD

KIT (TYP)

200A FEEDER

600A FEEDER

200A FEEDER

600A FEEDER

200A FEEDER

600A FEEDER

200A FEEDER

600A FEEDER

200A FEEDER

600A FEEDER

4" PAD, 2" BEYOND

EQUIPMENT

EYELET

NYLON

CABLE

TIES (TYP)

#8 BARE CU

#12 BARE CU

TEST POINT

TO

EQUIPMENT

GROUND

BAR

#8 BARE CU

#12 BARE CU

TEST POINT

EYELET

TO

EQUIPMENT

GROUND

BAR

SPACE

ALLOTTED

TO FAULT

DETECTOR

NYLON

CABLE

TIES (TYP)

200 AMP

LOAD-BREAK

ELBOW

600 AMP

DEAD-BREAK

ELBOW

4

SECTIONALIZING VAULT.

SEE STANDARD DETAIL

A/E-00-0005.

REFER TO CABLE

SCHEDULE FOR FEEDER.

PHASE CPHASE BPHASE A

GRADE GRADE

FRONT

SECTIONALIZING CABINET

SUMP DISCHARGE TO GRADE

NON-METALIC CABLE RACKS IN

VAULT TO FACILITATE 360°

WRAP OF ALL FEEDERS THAT

ARE ROUTED THROUGH VAULT

STANDARD DETAIL C/E-00-0005

TO GROUND

TO GROUND

SECTIONALIZING CABINET ON VAULT LID.

CURB, AND CUTOUT BENEATH.

REFER TO SUMP PUMP

DETAIL B AND D/E-00-0005.

10"

16"

16"

42"

PROVIDE STAINLESS STEEL CHANNEL (B-LINE B22SS6 OR EQUAL)

AND CROSS MEMBERS. EMBED VERTICAL RISERS 6" MIN INTO

CONCRETE

3,000 PSIG CONCRETE

1 1/4"PVC SUMP DISCHARGE. FIELD ROUTE TO NEAREST

GROUND/ROADWAY SLOPED AWAY FROM VAULT. SEE STANDARD

DETAIL D/E-00-0005.

NEMA 4X STAINLESS JUNCTION BOX WITH VENT DRAIN

PER SPECIFICATIONS.

VAULT CONTAINING SUMP AND LEVEL SWITCH

POWER TO SUMP PUMP, AND LEVEL SWITCH WIRES.

1

2

0

V

A

C

S

U

M

P

1. FOR PUMP AND FLOAT POWER AND CONTROL WIRING,

CONTRACTOR TO LOCATE AVAILABLE POWER SOURCES IN AREA

33 POWER GEN BUILDING THROUGH CONSULTATION WITH

OWNER. ROUTE CONDUCTORS THROUGH NEW RACEWAYS IN

NEW DUCT BANKS AND VAULTS TO PUMP LOCATION.

1. SUBMERSIBLE SUMP PUMP, 1/2 HP, 115V, 1 PH. 1 1/2" DISCHARGE OUTLET. COMPLETE WITH 3 CONDUCTOR

POWER CABLE (ZOELLER, MODEL N98).

2. THE PUMP AND DISCHARGE PIPING SHALL BE TESTED TO ENSURE PROPER OPERATION. MANUALLY RAISE

AND LOWER LEVEL FLOAT TO CHECK IF PUMP IS OPERATING WITHIN ITS LIMITS (9 1/2" ON AND 3" OFF). LIFT

PUMP TO ENSURE NO MATERIAL IS CONTAINED THAT MAY CAUSE BLOCKAGES.

CONDUIT, TYP.

12"

NOTES:

5"

SUMP PUMP, SEE NOTE 1

FLOOR

3" (PUMP OFF LEVEL)

9.5" (PUMP ON LEVEL)

SUMP HOLE

ZOELLER 10-0063

FLOAT SWITCH

JUNCTION BOX

POWER AND

FLOAT

CONNECTION (IN

CONDUIT)

1 1/4" PVC, SCH. 40

CONNECTION 1 1/2" IPS NPT TO

1 1/4" FLEXIBLE PLASTIC HOSE

1 1/4" FLEXIBLE PLASTIC HOSE

VERTICAL CHECK

VALVE

TYPE X1 PIPE

PENETRATION

COORDINATE

DISCHARGE

LOCATION WITH

CONSTRUCTION

MANAGER

TO JUNCTION BOX

(ABOVE)

GRADE

COVERS PER SPECIFICATIONS

SECTIONALIZING VAULT INSTALLATION

SCALE: NTS

A

E-00-1010

SUMP INSTALLATION (PART 1)

SCALE: NTS

B

E-00-1010

ELECTRICAL VAULT

SECTIONALIZING CABINET INSTALLATION

SCALE: NTS

C

E-00-1010

PAD MOUNTED SUMP INSTALLATION (PART 2)

SCALE: NTS

D

E-00-1010

ELECTRICAL VAULT

1. PROVIDE FOUR WAY JUNCTION TO ALLOW FOR FUTURE GROWTH.

200A FEEDERS AND 200A LOAD BREAK ELBOWS SHOWN NOT

INCLUDED IN THIS CONTRACT.

NOTES:

(SEE NOTE 1)

(SEE NOTE 1)

(SEE NOTE 1)

NOTES:

1. MINIMUM VAULT SIZE 8'x10'x7', OLD CASTLE PRECAST 810-LA OR

EQUAL.

NOTES:

FRONT

CLAMSHELL

ACCESS COVER