B08_Att_01d_GRCA257282_CD_Drawings_and_Details_Combined_June2025_Part4.pdf

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GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V i

06/2025 401

VILLAGE, CO

GREENWOOD

COMPANY

SERVICES

GOVERNMENT

JACOBS

PMIS/PKG NO.

257282

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SECTION

3/8"=1'-0"

20D1030

2331-899

2331-901

TEST PORT

PI

SHEET NOTES

CL 6784.25

6" PD

CL 6791.21

4" PMPD

2331-191

1% SLOPE

CL 6801.32

4" GS

PE

PROVIDED BY OTHERS

ROLL-OFF CONTAINER,

, TYP

SUPPORT

DUCT

DRAWINGS.

FOR FLUIDIZING WATER, SEE PLUMBING

CONCENTRATOR AS RECOMMENDED BY SUPPLIER

ROUTE 1" RW TO BOTTOM OF GRIT 1.

4005-505

CONNECTION

FLEXIBLE

FV

STOP GATE

INLET FLUME

CONCENTRATOR

GRIT

BELLOWS, TYP

ELASTOMER

CONCENTRATOR

GRIT

NOTE 1

20D4001

R CAMPBELL

D EDWARDS

SECTION

G BROWN MECHANICAL

HEADWORKS

20D3003

CL 6808.17

12" FA

CL 6782.05

6" PD

STOP GATE (BEYOND)

GRIT BASIN BYPASS

18" SQ OPENING FOR

STOP GATE (BEYOND)

CL 6783.87

12" RS

4" GS

3/8"=1'-0"

0 4 6

DAMPER

VOLUME

4027-181

PMP-2011

GRIT PUMP

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69048

JUNE 19, 2025

A

1.3

1.6

B

29'-2"

2'-4"

1'-4"1'-5"1'-10"

2'-10"1'-10"

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GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

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1/2"=1'-0"

20D1030

N

24" RS

24" RS

SCR-2211

SCREEN 2

INFLUENT

SCR-2111

SCREEN 1

INFLUENT

2331-901

, TYP

DUCT SUPPORT

2331-890

SCR-2112

SCREEN 1

FINE

SLOPE 1%

10" FA

SLOPE 1%

12" FA

SG

LCS-2111

LCS-2211

4005-550

SCR-2212

SCREEN 2

FINE

45 DEG DOWN

12" RS, ROLLED

LCS-2212

PMP-2011

GRIT PUMP

FRAME

STOP GATE

TYP

4" GS

4" PMPD

4" GS

4" GS

A

20D3001

B

20D3002

C

20D3002

D

D

D

BELLOWS

ELASTOMER

14" RS

DAMPER

VOLUME

4" FA

1'-10"

PROVIDED BY OTHERS

ROLL-OFF CONTAINER,

DRAIN PIPING AND BOLLARDS

CONTAINER TRENCH DRAIN,

DRAWINGS FOR ROLL-OFF

SEE YARD PIPING

D

20D3003

CONTAINER, TYP OF 3

1 1/2 YD ROLL OFF

INTAKE ASSEMBLY

6" FOUL AIR

ENLARGED PLAN

G BROWN MECHANICAL

HEADWORKS

20D4001

10" RS

ENCASEMENT, TYP

CONCRETE PIPE

6" PD6" PD

GRIT BASIN BYPASS

STOP GATE FOR

14" RS

14" RS

4" PD

18" RS

18" RS

6" PD 12" RS

0 2 4 6

1/2"=1'-0"

(ABOVE), TYP OF 4

MONORAIL BEAM

(ABOVE), TYP OF 4

1 1/2 TON HOIST

TYP

1'-0"

TYP

4'-7"

TYP

1'-0"

TYP

1'-6"

SLOPE 1%

8" PD,

LE

BELOW

BELOW

CLS-2012

UNIT

AND DEWATERING

GRIT WASHING

LCS-2112

6" V915, TYP OF 2

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G R

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GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

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ENLARGED PLAN

1/2"=1'-0"

20D1030

N

1/2"=1'-0"

07Y2001

N

A

SECTION

1/2"=1'-0"

B 1/2"=1'-0"

FLOW

2'-11"

FLOW

1'-6" 1'-0" 2'-10"

FLUME INVERT ELEV 6790.75

CONCRETE SLAB

CONCRETE SLAB

24" RS, TYP

PARSHALL FLUME PLAN

PARSHALL FLUME SECTION

SHEET NOTES

GENERAL SHEET NOTES

COMPOSITE SAMPLER.

SPECIFICATION 44 42 48.04, AUTOMATIC

ACCESSORY TO INFLUENT SAMPLER PER

FLOW METERING MANHOLE TO BE PROVIDED AS

PREFABRICATED FIBERGLASS PARSHALL FLUME B.

COMPOSITE SAMPLER.

SPECIFICATION 44 42 48.04, AUTOMATIC

INFLUENT SAMPLER ENCLOSURE PER A.

B

FE

FIT

FLUME

PARSHALL

INFLUENT

24" RS, TYP

SAM-2014

SAMPLER

INFLUENT

ENCLOSURE

SLAB, NOTE 1

CONCRETE

SLAB, NOTE 1

CONCRETE

SAM-2014

SAMPLER

INFLUENT

ENCLOSURE

FE

FLUME

PARSHALL

INFLUENT

FLUME SUPPLIER, TYP OF 2

PROVIDED BY PARSHALL

TO ACCOMMODATE 24" RS,

PARHALL FLUME EXTENSION

A

WITH MINIMUM EDGE DISTANCE OF 4".

REQUIRED WITH ANCHORAGE FOR EQUIPMENT

BOTTOM. COORDINATE EXTENT OF SLAB

REINFORCING WITH #5 @ 12" EACH WAY, TOP AND

SLAB TO BE 1'-0" THICK CONCRETE SLAB. 1.

PUMP STATION

PLANT DRAIN

4" PMPD FROM

SCREEN 2

TO INFLUENT

24" RS

STRUCTURAL DRAWINGS

SLOPING SEE

FOR GROUT FILL AND

4027-600

4027-601

4027-600

INFLUENT BOX

ENLARGED PLANS

AND SECTIONS

G BROWN MECHANICAL

HEADWORKS

20D4002

CL 6790.50, TYP

24" RS

INSIDE OF WALL

IE 6789.54 AT

8" PD, SLOPE 1%

SLOPE 1%

DEWATERING UNIT,

WASHING AND

8" PD FROM GRIT

SCREEN 1

TO INFLUENT

24" RS

SCREEN 2

TO INFLUENT

24" RS

PARSHALL FLUME

24" RS FROM

FLANGE, TYP OF 2

PIPE WITH

TERMINATE

2642-925

1' -7

FLANGE

INSULATED

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G R

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GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

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DETAIL

NTS

20D1030

10" FA

14" FA

INFLUENT SCREEN 1

24" RS TO

8" PD

12" FA

CONNECTION

FLEXIBLE

PARSHALL FLUME

24" RS FROM

DRAIN PUMP STATION

4" PMPD FROM PLANT

INFLUENT SCREEN 2

24" RS TO

2240-101

4027-6406" V405 TYP

TO FINE SCREENS

DRAIN PUMP STATION

4" PMPD FROM TANK

PE

PMP-2011

GRIT PUMP

TEST PORTS

CONNECTION

FLEXIBLE

4" GS TO GRIT BASIN

, TYP

TYP

DUCT SUPPORT,

PROVIDED BY OTHERS

ROLL-OFF CONTAINER,

HOIST, TYP OF 4

1 1/2 TON

BEAM, TYP OF 4

MONORAIL

PUMP STATION, TYP OF 2

DRAINS TO PLANT DRAIN

SCREEN CHANNEL

6" PD FROM INFLUENT

ISOMETRIC

G BROWN MECHANICAL

HEADWORKS

20D5001

BIOREACTORS

SCREENS TO

12" RS FROM FINE

PLANT DRAIN PUMP STATION

CHANNEL DRAINS TO

6" PD FROM FINE SCREEN

EQUALIZATION BASIN

GRIT BASIN TO

10" RS BYPASS FROM

GENERAL SHEET NOTES

CLARITY.

CONCRETE PIPE ENCASEMENTS NOT SHOWN FOR A.

FRAME

STOP GATE

FRAME

STOP GATE

4" FA

VOLUME DAMPER

NO SCALE

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GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

C

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NTS

20D1030

2331-900

:2

:3

A

M S

S /V i

14" FA

CONNECTION

FLEXIBLE

PARSHALL FLUME

24" RS FROM

DRAIN PUMP STATION

4" PMPD FROM PLANT

HOIST, TYP OF 4

1 1/2 TON

SCR-2111

SCREEN 1

SCR-2211

SCREEN 2

INFLUENT

4" PD

4" GS

SCR-2212

SCREEN 2

FINE

SCR-2112

SCREEN 1

FINE

INFLUENT SCREEN 1

24" RS TO

8" PD

INFLUENT SCREEN 2

24" RS TO

CLS-2012

UNIT

AND DEWATERING

GRIT WASHING

DRAWINGS, TYP OF 4

SEE STRUCTURAL

MONORAIL BEAM,

CONTAINER, TYP OF 3

1 1/2 YD ROLL OFF

10" FA

12" FA

TO FINE SCREENS

DRAIN PUMP STATION

4" PMPD FROM TANK

PLANT DRAIN PUMP STATION

CHANNEL DRAINS TO

6" PD FROM FINE SCREEN

INFLUENT BOX

SCREENS TO GRIT BASIN

24" RS FROM INFLUENT

TO FINE SCREENS

14" RS FROM GRIT BASIN

ISOMETRIC

G BROWN MECHANICAL

HEADWORKS

20D5002

CONCRETE PIPE ENCASEMENTS NOT SHOWN FOR A.

BIOREACTORS

SCREENS TO

12" RS FROM FINE

8" PD

6" PD

4" FA

DAMPER

VOLUME

NO SCALE

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GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

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NTS

20D1030

10" FA

12" FA

HOIST, TYP OF 4

MONORAIL

STATION TO FINE SCREENS

DRAIN PUMP

4" PMPD FROM TANK

PLANT DRAIN PUMP STATION

CHANNEL DRAINS TO

6" PD FROM FINE SCREEN

SCR-2212

SCREEN 2

FINE

SCR-2112

SCREEN 1

FINE

SCR-2111

SCREEN 1

INFLUENT

CONTAINER, TYP OF 3

1 1/2 YD ROLL OFF

CLS-2012

UNIT

AND DEWATERING

GRIT WASHING

4" FA

DAMPER

VOLUME

4" PD

4" GS

INFLUENT SCREEN 2

24" RS TO

14" FA

DRAWINGS, TYP OF 4

SEE STRUCTURAL

MONORAIL BEAM,

SCR-2211

SCREEN 2

PUMP STATION

PLANT DRAIN

4" PMPD FROM

SCREENS TO GRIT BASIN

24" RS FROM INFLUENT

BASIN TO FINE SCREENS

14" RS FROM GRIT

ISOMETRIC

G BROWN MECHANICAL

HEADWORKS

20D5003

SCREENS TO BIOREACTORS

12" RS FROM FINE

8" PD

CONCRETE PIPE ENCASEMENTS NOT SHOWN FOR A.

NO SCALE

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GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

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A D D e s ig n \G

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A \2

\M ic ro s ta ti o n V i

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PLAN

1/4"=1'-0" N

GENERAL SHEET NOTES

26" DIA SA

T

A

B

20-AC-01

20-EF-01

26" DIA EA

20-MAU-01

NOTE 2

TYP 3

(1,445)

SR-2

SUPPORT

PROVIDE DUCT

MAU MOUNTED ON 24" STEEL STAND

TYP 5

(470)

ER-2

20M3001

20M3002

22" DIA EA DN

26" DIA SA

NOTE 1

(4,335)

HOUSEKEEPING PAD

MANUFACTURER'S RECOMMENDATION.

MOUNT UNIT HEATERS 8' AFF OR PER D.

ELECTRICAL ROOM.

MOUNT INDOOR UNIT ABOVE DOORWAY INSIDE C.

SELECTED EQUIPMENT.

COORDINATE STEEL STAND DIMENSIONS WITH B.

REQUIREMENTS. SEE SHEET 01G0250.

AREA AIRFLOWS TO MATCH NFPA 820 VENTILATION

WC IN RELATION TO ELECTRICAL ROOM. PROCESS

BALANCE AIRFLOW INSIDE HEADWORKS TO BE -0.1" A.

NOTE 2

NOTE 2

SHEET NOTES

FROM HEADWORKS.

ODOR CONTROL FANS WILL REMOVE MIN 350 CFM

THE ROOM TO OUTSIDE WITH THE DOORS CLOSED.

A -0.1" STATIC PRESSURE AS MEASURED FROM

BALANCE THE 20-EF-01 EXHAUST FAN TO ACHIEVE 3.

DETAILS.

SPECIFICATION SECTION 23 05 93 FOR ADDITIONAL

CONNECTIONS INSIDE THIS FACILITY. SEE

FOUL AIR (FA) TO BE PULLED FROM VARIOUS 2.

MANUFACTURER'S RECOMMENDATION.

MOUNT UNIT HEATERS 8' AFF OR PER 1.

S HINTE

J SACKINGER

PLAN

S HOSTETLER HVAC

HEADWORKS

20M1030

EQUIPMENT PAD

4" CONCRETE

20-CU-01

20-CU-02

EQUIPMENT PAD

4" CONCRETE

5/8" RG

3/8" RL

TO PROCESS DRAIN, TYP

ROUTE CONDENSATE

20-AC-02

20-UH-01

HVAC CONTROL PANEL

TO DRAINWELL

3/4" CD ROUTE

TO DRAINWELL

3/4" CD ROUTE

3/8" RL

5/8" RG

0 4 8 12

1/4"=1'-0"

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6-

-2

Expires 06-30-2026

2 1 1 2

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GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

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A \2

\M ic ro s ta ti o n V i

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C

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P L E

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T S

A

SECTION

3/8"=1'-0"

B

SECTION

3/8"=1'-0"

TYP 5

(470)

ER-2

20-EF-01

26" DIA SA

TYP 3

(1,445)

SR-2

(2,350)

22" DIA EA

DOOR 48" AFF

DUCT ACCESS

ANGLE 12" AFF

CUT AT 45 DEGREE

SS BIRDSCREEN

26" DIA EA

20M1030 20M1030

SECTIONS

S HOSTETLER HVAC

HEADWORKS

20M3001

0 4 6

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GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

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A \2

\M ic ro s ta ti o n V i

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P

D .d g n

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P L E

T E C

O N

S T

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N D

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U M

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T S

PLAN

1/4"=1'-0" N

CONTINUATION

REF CIVIL FOR

4" RW

CONNECTION

FLANGE

4" RW UP TO A

4" RW

NOTE 1

1 1/4" RW DN

CONCENTRATOR

GRIT

SHEET NOTES

CHECKER PLATE

3 ABOVE BOTTOM SLAB, KEEP ALL PIPING BELOW

1 1/4" RW DOWN CENTER OF EQUIPMENT/CONES TO 1.

LOWER LEVEL PLAN

S HOSTETLER PLUMBING

HEADWORKS

20P1020

0 4 8 12

1/4"=1'-0"

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C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

R C

A \2

\M ic ro s ta ti o n V i

D ra w in g s \P

L U

M B \2

P

D .d g n

C

O M

P L E

T E C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

SHEET NOTES

1 1/2" RW

1 1/2" RW

1 1/4" RW

3/4" RW

HOSE RACK

1" RW

NFWH-1

1 1/2" RW

1" V230

2 1/2" RW

SCREEN CAN BE TIPPED UP OUT OF CHANNEL

DISCONNECTION/REMOVAL OF STICK OF NPW TO

TO ALLOW FOR TURNING OFF WATER AND

2" DOWN, PROVIDE UNIONS AND ISOLATION VALVE 1.

1014-002.

WATER- DO NOT DRINK". REFER TO DETAIL

SHALL BE LABELED "CAUTION! NON-POTABLE

NFWH-1 AND V230 UTILIZING RECLAIMED WATER A.

SCR-2111

SCREEN 1

INFLUENT

SCR-2111

SCREEN 2

INFLUENT

SCR-2111

SEP-2012

SEPERATOR

VORTEX

1 1/4" RW DN

NOTE 1

SCR-2112

SCREEN 1

FINE

SCREEN 2

FINE

SCR-2212

2" RW

DOWN

3/4" RW,

2" RW

PLAN

S HOSTETLER PLUMBING

HEADWORKS

20P1030

0 4 8 12

1/4"=1'-0"

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

)l a ci n a h c e

M( r ee nig et si g e

R

HINTE

SCOTT

46267

6-

-2

O T D

A T

E

P L

O T T

IM

E

/1

/2

:1

:4

A

M

OF

175376

0" 1"

BAR MEASURES 1" LONG

FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

R C

A \2

\M ic ro s ta ti o n V i

D ra w in g s \P

L U

M B \2

P

D .d g n

C

O M

P L E

T E C

O N

S T

R U

C T

IO

N D

O C

U M

E N

SERVICE WATER

NTS

1 1/2" RW

2 1/2" RW

1 1/2" RW

2" RW

2" RW

1" RW

2" RW

3/4" RW

3/4" RW

NFWH-1

1 1/4" RW

HOSE RACK

BALL VALVE, TYP

1 1/2" RW

SCREEN 1

INFLUENT

SCR-2111

1 1/2" RW

SCREEN 2

INFLUENT

SCR-2211

1" V230

FINE SCREEN 2

SCR-2212

STRAINER, TYP

4" RW

GRIT CONCENTRATOR

PRV-2066

1 1/4" RW

SCREEN 1

FINE

SCR-2112

PI-2065

PRV-2065

PRV-2013

PI-2062

PRV-2012

SEPARATOR

VORTEX

SEP-2012

PI-2063

PRV-2063

PRV-2064

PI-2064

BALL VALVE, TYP

CHECK VALVE

BALL VALVE

GLOBE VALVE

ROTAMETER

GENERAL SHEET NOTES

INSTRUMENTATION NOT IDENTIFIED HERE.

SEE P&ID DRAWINGS FOR VALVING AND 1.

ISOMETRIC

S HOSTETLER PLUMBING

HEADWORKS

20P9001

NO SCALE

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

)l a ci n a h c e

M( r ee nig et si g e

R

HINTE

SCOTT

46267

6-

-2

A B C

1.3

1.6

P L

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/1

/2

:5

:2

P

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OF

175376

0" 1"

BAR MEASURES 1" LONG

FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

R C

A \2

\M ic ro s ta ti o n V i

D ra w in g s \E

L E

C \2

E

P

D .d g n

C

O M

P L E

T E C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

PLAN

1/4"=1'-0" N

G G G G G G G G G G G G G G G

G G G GG G G G G

G G

G G

G

G G

G G

G

G G

G G

G G

G

G

G

G G

G G

G G

G G

G G

LIT-2151

LE-2151

LIT-2251

LE-2251

LE-2152

LIT-2152

LIT-2153

LE-2153

HS-2012A

HS-2012B

LE-2253

LIT-2253

CS

FV-2122

FV-2222

20-XFMR-01

20-LP-01

20-DP-01

20-LC-01

20-BYPASS-01

20-ULP-01

SECURITY

20-UPS-01

NOTE 1

LCP-2211

LCP-2212

LCP-2111

LCP-2112

20-HCP-01

BUS BAR

GROUND

J

FV-2121

LCP-2001

20-DP-01

20-DP-01

FV-2221

2121-P1[P3]

NOTE 3

XP

J

J

2151-S1[A1]

NOTE 2

2151-P1[P2]

2152-S1[A1]

JBX-2111C

NOTE 4

NOTE 4

XP

X P

J

XP

2152-P1[P2]

2111B-C1[C2]

LCP-2111

NOTE 6

JBX-2111B

XP

SV-2111B

SV-2111C

JBX-2111A

2111C-C1[C2]

2151-P1, 2152-P2[P2]

J

XP

LCP-2211

2151-S1, 2252-S1[A2]

2251-S1[A1]

J

LIT-2252

NOTE 4

LE-2252

2251-P1[P2]

2152-S1[A1]

NOTE 4

LCP-2211

2211-C1[C16]

JBX-2211A

2251-P1, 2252-P1[P3]

X P

J

XP XP

X P

LCP-2211

NOTE 7

LCP-2111

2111-C1[C16]

2605-205b

LCP-2111

2605-205bNOTE 5

J

2122-C1[C10]

2605-205b

20-DP-01

20-DP-01

2122-C1, 2222-C1[C20]JBX-2122

J 20-DP-01

FV-2123 2123-P1[P3]

20-DP-01

2123-C1, 2223-C1[C20]

JBX-2123

2123-C1[C10]

PMP-2011-DSC

2605-205b

2011-P1[P16]

2011-C1[C4]

2012A-C1[C2]

LCP-2003

2112A-C1, 2012B-C1[C6]

J 2223-C1[C10]

2253-S1[A1]

J

XP

JBX-2212C

2253-P1[P2]

XP J

2112-P1[P22]

2111-P1[P22]

2001-P1[P22]

2112-C1[C22]

2212-P1[P22]

2211-P1[P22]

2212-C1[C16]

2003-P1[P16]

J

2153-S1, 2154-S1[A4]

SCR-2111

SCR-2211

LCP-2211

2211-P2[AFD10]

2211C-C1[C2]

NOTE 5

2605-205b

LCP-2003

LCP-2003

SV-2112A

LE-2154

LIT-2154

J2605-205b

2124-C1[C10]

2124-C1[C10]

2011P1[P19]

2605-207

-M

C C -0

JBX-2112C2153-S1[A1]

XP

J SV-2112C

SCR-2112

2153-P1[P2] 2152-S1[A1]

X P

2154-P1[P2]

2153-P1, 2154-P1[P3]

2605-205b

JBX-2112A

XP

SV-2112B

JBX-2112B

NOTE 7

XP

J

2253-P1, 2254-P1[P3]

SCR-2212

2212-P2[AFD10]

NOTE 7

XP XP

JBX-2212B

JBX-2212A

XP

2254-S1[A1]

LIT-2254

LE-2254

NOTE 4

20-DP-01

2224-P1[P3]

2012-C1[C4]

NOTE 5

20-DP-01

2124-C1, 2224-C1[C20]

JBX-2124

SG-2124

SG-2224

NOTE 5

2212A-C1[C2]

SV-2212A

SV-2212B

2151-S1, 2152-S1[A4]

DPS-2061

HS-2221

DOCUMENTS

GENERAL CONSTRAINTS OF THE PROJECT

CONDUIT RUNS IN COMPLIANCE WITH THE

COMPLETE SYSTEM. CONTRACTOR TO LAYOUT

RACEWAY CONFIGURATION NECESSARY FOR A

CONDULETS, PULLBOXES, SUPPORTS OR

TO SHOW SPECIFIC ROUTING, OFFSETS,

G. PLANS ARE DIAGRAMMATIC AND NOT INTENDED

INSTRUMENTS.

PRIOR TO ROUGH-IN OF EQUIPMENT AND

WITH MANUFACTURERS INSTALLATION MANUAL

F. COORDINATE CONDUIT ENCLOSURE ENTRIES

CONDUITS EXCEPT AT POINT OF TERMINATION.

FOR HANDSTATIONS) AND INSTRUMENTATION

CONDUITS AND CONTROL (EXCEPT AS SHOWN

E. MAINTAIN A MINIMUM OF 24" BETWEEN POWER

FOR AREA CLASSIFICATIONS.

REFER TO DRAWINGS 01G0250 AND 01G0251

WHEN ENTERING/LEAVING HAZARD AREAS.

ELECTRICAL EQUIPMENT IN HAZARD AREAS AND

CONTROL PANELS, SENSORS, SWITCHES, AND

ALL DEVICES, EQUIPMENT, CONTROL STATIONS,

D. PROVIDE SEALOFFS PRIOR TO TERMINATION TO

DOCUMENTS.

GENERAL CONSTRAINTS OF THE PROJECT

CONDUIT RUNS IN COMPLIANCE WITH THE

CONFIGURATION. CONTRACTOR TO LAYOUT

SHOW SPECIFIC ROUTING AND RACEWAY

PLANS ARE DIAGRAMMATIC AND NOT INTENDED TO C.

EXCEPT AT POINT OF TERMINATION.

HANDSTATIONS) AND INSTRUMENTATION CONDUIT

CONDUITS AND CONTROL (EXCEPT AS SHOWN FOR

MAINTAIN A MINIMUM OF 24" BETWEEN POWER B.

CLASSIFICATION.

TO DRAWINGS 01G0250 AND 01G0251 FOR AREA

WHEN ENTERING/LEAVING HAZARD AREAS. REFER

ELECTRICAL EQUIPMENT IN HAZARD AREAS AND

CONTROL PANELS, SENSORS, SWITCHES, AND

ALL DEVICES, EQUIPMENT, CONTROL STATIONS,

PROVIDE SEALOFFS PRIOR TO TERMINATION TO A.

ZSO-2221

ZSC-2221

HS-2121

ZSO-2121

ZSC-2121

J LCP-2001

2121-C1[14]

2121-C1[14]

2221-P1[P3]

SV-2111A

LCS-2111

2111A-C1[C2]

JBX-2211B

2211B-C1[C2]

2211A-C1[C2]

LCS-2211

SV-2211A

2252-P1[P2]

SV-2211CSV-2211B

2222-P1[P3]

2122-P1[P3]

2122-C1[C10]

2122-P1[P3]

2222-P1[P3]

FV-2223

2223-P1[P16]

2223-P1[P16]

2123-P1[P16]

PMP-2011

2124-P1[P3]

LCS-2112

LCS-2212

2212B-C1[C2]

2212C-C1[C2]

20-FACP-01

20-HCP-01-P1[P4]

LCP-2003

TIT-2003

2003-S1[A1]

2212-C1[C6]

2211-C1[C6]

2003-C1[C6]

2011C1-[C6]NOTE 5

LCP-2001

LCP-2001

2014-S1[A1]

2014-C1[C4]

SAM-2014

LCP-2001

2071-S1[A]

PARSHALL FLUME

SEE P&ID SHEET 09N2001.

LOCATION OF PARSHALL FLUME.

REFER TO SITE PLANS FOR

D BURGER

J LANDMAN

PROCESS PLAN

J GARIBAY ELECTRICAL

HEADWORKS

20EP1030

2624-010LCS-2011

20-ULP-01

2014-P1 NOTE 11

20-ULP-01

2071-P1

NOTE 11

20-ULP-01

20-ULP-01

LCP-2003

NOTE 5

ESTOP

HS-2012A/B

SSL-2012

CLS-2012

2012-C2[C4]

[P17]

2012-P2[AFD10]

2253-S1, 2254-S1[A2]

20-ULP-01

[N6]

20-FACP-C1[C6]

20-ULP-01

2112-P1[AFD10]

2122-P1[C16]

REFER TO SHEET 08E2001 FOR CONDUIT AND WIRE.11.

POINTS OF CONNECTION.

09N2002, 09N2003 AND 09N2004 FOR CONTROL

REFER TO P&ID DRAWING SHEETS 09N2001, 10.

2212A-C1, 2212B-C1, 2212C-C1 [C7].9.

2112A-C1, 2112B-C1, 2112C-C1 [C7].8.

2211A-C1, 2211B-C1, 2211C-C1 [C7].7.

2111A-C1, 2111B-C1, 2111C-C1 [C7].6.

SUPPORT IN ACCORDANCE WITH DETAIL 2605-205b.

DRAWING 20E5001, NOTE 2. PROVIDE MOUNTING

AND PLUG CONNECTION AS INDICATED ON

PROVIDE INTERLOCKED RECEPTACLE WITH CORD 5.

SENSOR AND TRANSMITTER.

REQUIREMENTS. PROVIDE SEALOFF BETWEEN

INSTALLATION MANUAL FOR DEVICE

SENSOR TO TRANSMITTER. REFER TO VENDOR

PROVIDE 1" CONDUIT FOR VENDOR CABLE FROM 4.

TO DRAWING 22E1030.

BOND TO ODOR CONTROL GROUND RING. REFER 3.

BOND TO REBAR IN CONCRETE. 2.

REFER TO DRAWING 18E1030.

CONNECT TO RECEIVING STATION GROUND WIRE. 1.

0 4 8 12

1/4"=1'-0"

0 4 8 12

1/4"=1'-0"

LCP-2001

UA XS

FY

M

A B C

20101

PROCESS ROOM

20102

ROOM

ELECTRICAL

DOOR

ROLLUP

P L

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A

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OF

175376

0" 1"

BAR MEASURES 1" LONG

FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

F

IL

E L

C

O M

P L E

T E C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

M1

X1

A2A2

A2 A2

A2

M1

M1

X2

M1

X2

M1

G1 G1

G1 G1 G1

G1 G1

G1

GFCI

WP/

NOTE 3, TYP

20-CU-02

GFCI

WP/

CS

CS

H

H

CS

NOTE 6

UA-2081D

CS

CH4

C6H14AE-2081B

AE-2081A

(5)

(1)

(1c)

(2)

(6)

(1d) (1c) (1d)

(2)

20-EF-01

(1d)

(6)

(1d) (1c)

(5)

(2)

(6)

(1)

(5)

(2)

(3b)

(3a)

(3a)

(3b)

(3b)(3a)

(10) (5)

(4)

(10)

(3)

(8)

(5)

(6)

(1c)

PC

T O

-L

C -0

NOTE 1, TYP

20-MAU-01

20-MAU-01-DSC

20-UPS-01

NOTE 12

GFCI

WP/

3b3a

NOTE 12

GFCI

WP/

20LC01-C1[C2]

A2

NOTE 10

3b3a

(12)

20-LP-01

[P3]

20HCP01-C1[C4]

(8)

NOTE 12

GFCI

WP/

NOTE 12

GFCI

WP/

NOTE 11

NOTE 6

UA-2081B

2081B-C1[C8]

NOTE 5

UA-2081A

NOTE 7

NOTE 10

2081B-C1[C16]

2081A-C1

NOTE 10

NOTE 12

GFCI

WP/

20-EF-01-DSC

NOTE 12

GFCI

WP/

NOTE 13

PDS-2062

HVAC-2001

2062-C1[C6]

NOTE 10

NOTE 5

UA-2081C

3c 3d

2081-C2[C4]

2081-C1[C6]

2081D-C1[C16]

2081C-C1

NOTE 9

LCP-2002

2081-C2[C2]

20-HCP-01

NOTE 13

PDS-2061

2061-C1[C6]

NOTE 9

NOTE 10

MSC

2081-P2[P2]

2081-S1[A2]

2081-P1[P2]

FACILITY PLAN

J GARIBAY ELECTRICAL

HEADWORKS

20EF1030

NOTE 4, TYP

20-CU-01-DSC

20-LP-01

[P21]

NOTE 15

[P21]

20-CU-01

[P21]

NOTE 14

20-AC-01

[P41]

20-MCC-01

NOTE 15

20-CU-02-DSC

20-LP-01

[P21]

NOTE 14

20-AC-02

20-ULP-01

2081-P1[P2]

WP

HT-2001

WP

WP

HT-2002

HT-2003

[P16]

20-LP-01

[P17]

[P15]

2081D-C1[C8]

20-MCC-01[P3]

30 [P3]

20-DP-01

3C 3D

MANUAL.

DIRECTED BY MANUFACTURER INSTALLATION

WITH NPT CONNECTION TO SWITCH PORTS, OR AS

SWITCH. PROVIDE 1/8" STAINLESS STEEL TUBING

CLASS 1 DIVISION 1 PRESSURE DIFFERENTIAL 13.

"IN-USE" COVER.

HEAT TRACE WITH PLUG CONNECTION. PROVIDE

PROVIDE IN-USE COVER AND SELF-REGULATING

RECEPTACLE FOR DOWNSPOUT HEAT TRACE. 12.

MANUFACTURER.

ADJUST AND AIM AS REQUIRED BY

MOUNT PHOTOCELL AS HIGH AS POSSIBLE. FIELD 11.

CLASS 1 DIV 2 RECEPTACLE. 10.

INSTALLATION MANUAL PRIOR TO ROUGH-IN.

MANUFACTURER DEPENDENT. REFER TO

WIRE, CABLE, AND INSTALLATION ARE 9.

CABLING, DETECTION, AND CONFIGURATION.

PANEL WITH INTEGRAL BACKUP BATTERY,

PROVIDE GAS DETECTION CONTROL AND ALARM 8.

FLOOR LEVEL MECHANICAL EXHAUST DUCT.

PROVIDE GAS DETECTORS 18"-24" IN FRONT OF 7.

DETECTION SYSTEM. REFER TO DRAWING 09N2005.

JACOBS DETAIL 2624-002. INTEGRATE WITH GAS

CONTROL STATION AND SIGNAGE. REFER TO

ALARM NOTIFICATION WITH PUSH-TO-TEST

PROVIDE CLASS 1 DIVISION 2 AUDIBLE/VISUAL 6.

SYSTEM. REFER TO DRAWING 09N2005.

2624-001. INTEGRATE WITH GAS DETECTION

PANEL AND SIGNAGE. REFER TO JACOBS DETAIL

PROVIDE VISUAL INDICATING GO/NO-GO CONTROL 5.

UNLESS SPECIFIED OTHERWISE.

SUSPEND LUMINAIRES AT 10'-0" AFF IN THIS ROOM, 4.

UNLESS SPECIFIED OTHERWISE.

SUSPEND LUMINAIRES AT 21'-0" AFF IN THIS ROOM, 3.

UP DOOR OR TRANSOM PANELS.

WALL MOUNT EXTERIOR LUMINAIRE 6" ABOVE ROLL 2.

EMERGENCY EGRESS.

DRAWINGS. PROVIDE WITH BATTERY BACKUP FOR

FINAL LOCATION WITH ARCHITECTURAL

UNLESS SPECIFIED OTHERWISE. COORDINATE

WALL MOUNT EXTERIOR LUMINAIRES AT 9'-0" AFG, 1.

SHEET NOTES

0 4 8 12

1/4"=1'-0"

0 4 8 12

1/4"=1'-0"

X1

(3) (4)

20-UH-01

NOTE 16

NOTE 16

M2 (5)

NOTE 2

PLATFORM.

WALL MOUNT EXTERIOR LUMINAIRE 8'-0" ABOVE 16.

MANUAL.

REFER TO MANUFACTURERS INSTALLATION

THEN FROM OUTDOOR UNIT TO INDOOR FAN UNIT.

TO OUTDOOR CONDENSER FROM ELECTRIC PANEL

60 AMP, FUSE PER EQUIPMENT NAMEPLATE. WIRE 15.

EQUIPMENT CONNECTION.

6-40P WITH #8 AWG 2C+G SJ CORD FOR

PROVIDE NEMA 6-40R RECEPTACLE AND NEMA 14.

GENERAL SHEET NOTES

OF THE PROJECT DOCUMENTS.

IN COMPLIANCE WITH THE GENERAL CONSTRAINTS

SYSTEM. CONTRACTOR TO LAYOUT CONDUIT RUNS

CONFIGURATION NECESSARY FOR A COMPLETE

PULLBOXES, SUPPORTS OR RACEWAYS

SHOW SPECIFIC ROUTING, OFFSETS, CONDULETS,

PLANS ARE DIAGRAMMATIC AND NOT INTENDED TO H.

TO ROUGH-IN OF EQUIPMENT AND INSTRUMENTS.

MANUFACTURER'S INSTALLATION MANUAL PRIOR

COORDINATE CONDUIT ENCLOSURE ENTRIES WITH G.

CONDUITS EXCEPT AT POINT OF TERMINATION.

HANDSTATIONS) AND INSTRUMENTATION

CONDUITS AND CONTROL (EXCEPT AS SHOWN FOR

MAINTAIN A MINIMUM OF 24" BETWEEN POWER F.

CLASSIFICATIONS.

TO DRAWINGS 01G0250 AND 01G0251 FOR AREA

WHEN ENTERING/LEAVING HAZARD AREAS. REFER

ELECTRICAL EQUIPMENT IN HAZARD AREAS AND

CONTROL PANELS, SENSORS, SWITCHES, AND

ALL DEVICES, EQUIPMENT, CONTROL STATIONS,

PROVIDE SEALOFFS PRIOR TO TERMINATION TO E.

DRAWING 08E6001 AND 08E6002.

FOR LUMINAIRE SCHEDULE AND NOTES, SEE D.

08E7110.

CONTROLS, SEE CONTROL DIAGRAM ON DRAWING

FOR INFORMATION ON EXTERIOR LIGHTING C.

DERATING AND CONDUIT FILL REQUIREMENTS.

INTO A SINGLE CONDUIT SHALL BE SIZED FOR NEC

CONDUCTORS AND CONDUIT. CIRCUITS COMBINED

A SINGLE CONDUIT TO MINIMIZE LENGTH OF

COMBINE RECEPTACLE AND LIGHTING CIRCUITS IN B.

FEET. REFER TO PANELBOARD SCHEDULES.

CONDUCTORS FOR CIRCUITS GREATER THAI 75

CIRCUITS LESS THAN 75 FEET. PROVIDE #10

PROVIDE #12 CONDUCTORS FOR 20A OR 15A

NUMBERS IN FACILITY PANELBOARDS 20-LP-01.

TO LIGHT AND RECEPTACLES DENOTE CIRCUIT

NUMBERS SHOWN IN PARENTHESIS, (N) ADJACENT A.

ASHH

20812081

AIT

A B C

1.3

1.6

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:3

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OF

175376

0" 1"

BAR MEASURES 1" LONG

FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

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COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

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AND DOWN CONDUCTORS.

A. BOND ALL METALLIC OBJECTS WITHIN 6'-0" OF ROOF

COUNTERPOISE.

GRADE AND TERMINATE AT

TO COPPER 42" ABOVE

ALUMINUM DOWN CONDUCTOR. TRANSITION

COUNTERPOISE.

GRADE AND TERMINATE AT

TO COPPER 42" ABOVE

ALUMINUM DOWN CONDUCTOR. TRANSITION

ROOF PLAN

J GARIBAY ELECTRICAL

HEADWORKS

20E1040

0 4 8 12

1/4"=1'-0"

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0" 1"

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FULL SIZE DRAWINGS = 22"x34"

G R

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GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

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7/M

7/M

480V, 3PH, 3W, 400A BUS, 65KA SCCR

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F A

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F A

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F A

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F A

N -8

F U

T U

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F U

T U

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15/M

F U

T U

R E

20-MCC-01

60 60 30 3030

(SEE DRAWING 32E5001)

PROCESS BUILDING

-SWBD-01FROM 32

2HP 2HP 2HP 2HP 2HP

85KW

-M

A U -0

7/M

-E

F -0

7/M

P U

M P

E Q

U A

L

IZ

A T

IO

N

S E

P T

A G

E

P M

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F A

N

O D

O R C

O N

T R

O L

F A

N -2

15 15 50 50 15/M

F U

T U

R E

ONE-LINE DIAGRAM

NTS

NOTE 2

L C

P -2

L C

P -2

NOTE 2

L C

P -2

NOTE 2

L C

P -2

NOTE 2

L C

P -2

NOTE 2DSC

2011-

PMP-

-DSC

20-EF-01

DSC

1805-

PMP-

DSC

2215-

FAN-

DSC

2216-

FAN-

DSC

8711-

FAN-

DSC

8712-

FAN-

DSC

8713-

FAN-

DSC

8714-

FAN-

5 5

LCP-1801

D R

IV

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O T

O R

S E

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S E

P T -1

A

D R

IV

E M

O T

O R

S E

P T

A G

E

S E

P T -1

B

SWITCH

ETHERNET

TO LCP-2001

[N1]

E-NET E-NET E-NET

SHEET NOTES

GENERAL NOTES

MANUALS FOR COMPLETE REQUIREMENTS.

WIRING DIAGRAMS, SPECIFICATIONS, AND VENDOR

REFER TO P&ID's, BLOCK DIAGRAMS, CONTROL B.

CLASSIFICATIONS.

TO DRAWINGS 01G0250 AND 01G0251 FOR AREA

WHEN ENTERING/LEAVING HAZARD AREAS. REFER

ELECTRICAL EQUIPMENT IN HAZARD AREAS AND

CONTROL PANELS, SENSORS, SWITCHES, AND

ALL DEVICES, EQUIPMENT, CONTROL STATIONS,

PROVIDE SEALOFFS PRIOR TO TERMINATION TO A.

20-DPM-01

20-lOSW-01

NOTE 3

09N003

20EP1030 AND

SEE DRAWING

20-MCC-01-S1

VFD-

DSC

20-MAU-

VFD-

ONE-LINE DIAGRAM

20-MCC-01

J GARIBAY ELECTRICAL

HEADWORKS

20E5001

NOTE 1

NOTE 1

NOTE 1

NOTE 1

3PH, 4W+G

15KVA

20-UPS-01

TRANSFER SWITCH

60 AMP MANUAL

20-BYPASS-01

480V

20-DP-01

20-ULP-01

208Y/120V

20-LP-01

3PH, 4W

480-208Y/120V

75KVA

20-XFMR-01

[P

[P

[P

60 200 30 30 30 30 30 30 30 30

PROVIDED BY MCC MANUFACTURER.3.

MANUAL.

EQUIPMENT MANUFACTURERS INSTALLATION

TERMINATE TO MOTOR AS INDICATED IN

AND MANUFACTURER REQUIREMENTS AND

ACCORDANCE WITH NATIONAL ELECTRICAL CODE

DISCONNECT. PROVIDE HARD USAGE CORD IN

1, DIVISION 2 HAZARD AREA TO SERVE AS LOCAL

PLUG AND RECEPTACLE LISTED FOR USE IN CLASS

PROVIDE 30 AMP INTERLOCKED MOTOR RATED 2.

1-1/2" CONDUIT WITH 4#4, 1#8 GROUND.1.

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FULL SIZE DRAWINGS = 22"x34"

G R

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GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

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PANELBOARD

J GARIBAY ELECTRICAL

HEADWORKS

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:3

OF

175376

0" 1"

BAR MEASURES 1" LONG

FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

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PLAN

N

1'-0"

A

SECTION

1/2"=1'-0"

25'-0"

A

(TYP)

1/4" / FT

SLOPE

0330-056

(T Y P

4' -1 3/ 4"

(TYP)

12'-0"

PERIMETER

TURNED DOWN @

SLAB-ON-GRADE

SEE CIVIL

FINISHED GRADE,

SEE PLAN

(M

IN

EL 6778.50

TOC @ RIDGE

EQUIPMENT PAD

8'-10"

PROCESS DRAWINGS

EQUIPMENT, SEE

ODOR CONTROL

PROCESS DRAWINGS

EQUIPMENT, SEE

ODOR CONTROL

0330-056

TYPE 'E'

TANK PEDESTAL

GENERAL NOTES

DRAWINGS 01S0001 AND 01S0002.

FOR GENERAL STRUCTURAL NOTES, SEE A.

MANUFACTURER.

PROCESS DRAWINGS AND EQUIPMENT

COORDINATE EQUIPMENT PAD HEIGHT WITH 2.

DRAWING 06C2001.

FACILITY LOCATION CONTROL POINT, SEE CIVIL 1.

TOC EL 6778.31

TYPE F (2 PLACES)

NOTE 1

NOTE 1

TOC EL 6778.31

C L

R

C L

R

SEE PLAN

TANK PEDESTAL, EQUIPMENT PAD, SEE PLAN

NOTE 2

TOC SLOPES

TYP EF

3" CLR

#5@12" EW, EF

#5@12" EW

#5@12" EW, T&B

FILL

STRUCTURAL

W KOHLER

A FIRTH

PLAN AND SECTION

B CLEGG STRUCTURAL

ODOR CONTROL

22S1030

Re g is te re d

Pr ofess iona l Eng i neer (St r uc t ura l)DA

TE

S I GNED _ _ _ _ _ __ _ _ _ _

CE

RT I F ICATE

NO

81476

AR I ZONA U . S . A

WAYNE W. KOHLER

6/

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175376

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FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

R C

A \2

\M ic ro s ta ti o n V i

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8" V

FAN 2

ODOR CONTROL

PDI

TI

PIT

PIT

WATER PANEL

RAIN COVER

PANEL WITH

LOCAL CONTROL

BIOFILTER VESSEL

FAN 1

ODOR CONTROL

2331-900

4" PD

A

22D3001

A

22D3001

B

D

B

D

2331-900

SEE 20D1030

CONTINUATION

14" FA, FOR

SLOPE 1%

2213-101

TEST PORTS

2331-899

S

LO

P E 2%

TYP

DAMPER,

ISOLATION

6" HUB DRAIN

TYP

DAMPER,

BACKDRAFT

LCP-2202

LCP-2201

BIOF-2213

FAN-2216

FAN-2215

SHEET NOTES

NOTE 1

NOTE 1

14" FA

14" FA

12" FA

ANCHOR

12" FA

14" FA

4'-3"11'-11"8'-10"

6'-5"

1" PD

14" FA

TYP

DUCT SUPPORT,

ANCHOR

TYP

DUCT SUPPORT,

TYP

CONNECTION,

FLEXIBLE

DRAWINGS

SEE YARD PIPE

CONTINUATION

4" PD, FOR

DRAWINGS

SEE YARD PIPE

CONTINUATION

1 1/2" UVE, FOR

/8

1 1/2" UVE

1'-1"

5'-3"

DRAWINGS

SEE YARD PIPE

FOR CONTINUATION

NOTE 2

10" FA, (BURIED)

FA PIPE FROM COMPOSTING FACILITY.2.

1" COUPLING FOR PIT INSTRUMENT CONNECTION.1.

GENERAL SHEET NOTES

2331-884.

ANCHOR SUPPORTS. SEE DETAILS 2331-900 AND

SUPPORTS UNLESS SPECIFICALLY INDICATED AS

ALL DUCT SUPPORTS SHOWN HEREIN ARE GUIDE B.

SEE 22E1030 FOR HEAT TRACE CIRCUITS.

HEAT TRACE AND INSULATE ALL EXPOSED PIPING. A.

SEE STRUCTURAL

EQUIPMENT PAD

ACCESS PORT

PORT

SAMPLE

L SMOOT

K GALARDI

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B KISER MECHANICAL

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0" 1"

BAR MEASURES 1" LONG

FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

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LOCAL CONTROL

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4" PD

FAN 1

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FAN 1

ODOR CONTROL

FAN 2

ODOR CONTROL

PIT

14" FA

1" PD

B

SECTION

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A

SECTION

1/2"=1'-0"

22D1030

SLOPE

14" FA

2331-899

2331-899 2331-898

2331-900

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FRP

HDPE

2331-889

DAMPER, TYP

ISOLATION

TYP

DAMPER, TYP

BACKDRAFT

FAN-2216

FAN-2215

DAMPER, TYP

ISOLATION

CONNECTION, TYP

FLEXIBLE

4" PD

2213-101

FAN-2215

BIOF-2213

LCP-2201LCP-2202

N O

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CONCRETE SLAB, TYP FOOTING, TYP

2656-216

SIM

DRAWINGS

SEE YARD PIPE

FOR CONTINUATION

IE 6786.69

10" FA,

DRAWINGS

SEE YARD PIPE

FOR CONTINUATION

IE 6787.91

1 1/2" UVE

ABOVE GRADE, SUPPORT OFF VESSEL)

SAMPLE VALVE (ROUTE PIPE TO 4 FEET

8" V

PORTS

TEST

TEST PORTS

DRAWINGS

SEE YARD PIPE

FOR CONTINUATION

DRAWINGS

SEE YARD PIPE

FOR CONTINUATION

GENERAL SHEET NOTES

MANUFACTURER.

COORDINATE ELEVATION WITH FAN B.

SEE 22E1030 FOR HEAT TRACE CIRCUITS.

HEAT TRACE AND INSULATE ALL EXPOSED PIPING. A.

L SMOOT

K GALARDI

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B KISER MECHANICAL

22D3001

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OF

175376

0" 1"

BAR MEASURES 1" LONG

FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

IL

E L

C

O M

P L E

T E C

O N

S T

R U

C T

IO

N D

O C

U M

E N

1/2" = 1'-0"

M

M

NN

2202-P1[P15]

CS 20-MCC-01

2215-P1[AFD10]

2605-005b

J LCP-2001

JBX-22612262-S1[A1]

GFI

WP

2605-005b

CS 2215-P1[AFD10]

20-MCC-01

FAN-2216

FAN-2215

2201-P1, 2202-P1[P16]

J

SW

20-LP-01

2202-P4[P15]

2202-P2[P15]

JBX-2202

GFI

WP

2201-P3A[P15]

NOTE 4

NOTE 4

NOTE 4

NOTE 4

G G G G G G G G

G

G

G

G

G

G

G

G

G

G

G

G G G G G G G G

G

G

G G

G

G

G G

NOTE 2

LCS-2216

HT-2202

HT-2201

LCP-2201

NOTE 5

FAN-2215-DSC

NOTE 1

NOTE 5

FAN-2216-DSC

2216B-[P17]

2262-S1, 2262-S1[A2]

2215-P1[P17]

G

G

LCP-2202

NOTE 6

FV-2203

NOTE 6

ZS-2203

NOTE 6

2271-S1[A1]

NOTE 6

2271-C1[C2]

LCP-2001

LCP-2001

2201-C1[C4]

22021-S1[A1]

A

NOTE 7

CONDUCTOR

DOWN

LIGHTNING

CONDUCTOR

DOWN

LIGHTNING

PLAN

J GARIBAY ELECTRICAL

ODOR CONTROL

22E1030

2624-011

2624-011

HS-2215

2202-P2, 2202-P3, 2202-P4[P201]

(18) (14)

(16)

2201-P1, 2201-P1 [P201]

20-ULP-01

[P15]

(18)

CIRCUIT NUMBERS IN FACILITY PANELBOARD.

TO RECEPTACLES AND HEAT TRACE DENOTE

NUMBERS SHOWN IN PARENTHESIS, (N), ADJACENT D.

SERVED.

SIZE SAFETY DISCONNECTS FOR EQUIPMENT C.

CONDUITS EXCEPT AT POINT OF TERMINATION.

HANDSTATIONS) AND INSTRUMENTATION

CONDUITS AND CONTROL (EXEPT AS SHOWN FOR

MAINTAIN A MINIMUM OF 24" BETWEEN POWER B.

CLASSIFICATION.

TO DRAWINGS 01G0250 AND 01G0251 FOR AREA

WHEN ENTERING/LEAVING HAZARD AREAS. REFER

ELECTRICAL EQUIPMENT IN HAZARD AREAS AND

CONTROL PANELS, SENSORS, SWITCHES, AND

ALL DEVICES, EQUIPMENT, CONTROL STATIONS,

PROVIDE SEALOFFS PRIOR TO TERMINATION TO A.

EQUIPMENT EXHAUST STACK.

TERMINAL ATTACHMENT WITH ODOR CONTROL

COORDINATE LIGHTNING PROTECTION AIR 7.

LCP-2201 AND LCP-2202.

REFER TO SHEET 09N2201 FOR WIRING BETWEEN 6.

BLADES.

CUTOFF CIRCUIT BEFORE OPENING KNIFE

PROVIDE AUXILIARY CONTACTS SET TO OPEN VFD 5.

REQUIRED.

DRAWING 09N2201 FOR EXTENT OF HEAT TRACE

REFER TO MECHANICAL DRAWING 22D3001 AND PID 4.

WITH MECHANICAL CONTRACTOR.

COORDINATE INSTALLATION OF SENSOR ELEMENT 3.

BOND TO REBAR IN CONCRETE.2.

TO DRAWING 20EP1030.

CONNECT TO HEADWORKS GROUND RING. REFER 1.

20-LP-01

NOTE 3

PIT-2262

2261-S1[A1]

NOTE 3

PIT-2261

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175376

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FULL SIZE DRAWINGS = 22"x34"

G R

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GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

R C

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\M ic ro s ta ti o n V i

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S T

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N D

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U M

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T S

A EB C D

3/16"=1'-0"

N

LOWER LEVEL PLAN

D

1.9

2.7

3.6

A

25S3001

A

25S3001

EL 6771.09

T.O. CONCRETE FILL

B

25S3001

B

25S3001

ENLARGED PLAN

25S4001

E

25S3002

2'-0"

OVER BASE SLAB, TYP

CONCRETE FILL

WALL, TYP

CONCRETE

8'-0" 37'-0" 19'-0" 11'-0"

75'-0"

0330-044

8'-0"

TYP 4 BAYS

COATING, ALL WALLS,

CHEMICAL RESISTANT

1'-6"

/2

W/ SUMP

INVERT FLUSH

1'x1' OPENING

1.9

2.7

3.6

EL 6771.09

FILL

CONCRETE

T.O.

BASE SLAB

EDGE OF

0315-021

FUTURE EXPANSION

BASE SLAB FOR

TYP @

1'-0" DEEP SUMP

C

25S3002

C

25S3002

J

25S3003

D

25S3002

F

25S3002

SIM

F

25S3002

H

25S3003

F

25S3002

TYP

4'-6"

0315-131SEE , SUBMIT LAYOUT FOR REVIEW.

FOR WALL CONSTRUCTION JOINT LOCATION, B.

DRAWINGS 01S0001 AND 01S0002.

FOR GENERAL STRUCTURAL NOTES, SEE A.

REINFORCE WITH #4@12" EW, T&B.

5'x5'x10" THICK CONCRETE STAIR LANDING, 4.

APPROVAL.

CONSTRUCTION JOINT LAYOUT FOR REVIEW AND

CONTRACTOR SHALL SUBMIT BASE SLAB 3.

DRAWING 06C2001.

FACILITY LOCATION CONTROL POINT, SEE CIVIL 2.

SHOWN IN SECTIONS.

PROVIDE ADDITIONAL REINFORCEMENT WHERE

REINFORCE BASE SLAB WITH #8@12" EW, T&B. 1.

0330-003

CORNERS AND INTERSECTIONS

6" BAR SPACING, TYP @ ALL

NOTE 2

NOTES 1 & 3

TYPICAL, SEE

BASE SLAB,

NOTE 4

VERIFY W/ CIVIL

TOC 6778.33,

0551-001

AL STAIRS, TYP

VERIFY W/ CIVIL

TOC 6778.33,NOTE 4

NOTE 2

F

25S3002

SIM

SIM

C

25S3002

H

25S3003

0330-044

TYPE 'A'

TYP 9 PLCS

SUMP 2'x2'x9"

M

25S3004

J

25S3002

DIVIDER WALL

TYP

BASIN WALL,

TYP

WIER WALL,

TYP 4 PLACES

OPENINGS,

3/16"=1'-0"

N

PLAN @ EFFLUENT CHANNELS

EL 6781.4

TOC

EL 6769.40 TYP

T.O. BASE SLAB

(TYP 3 PLCS)

TOC EL 6773.14

2'x2'x1'-10" DEEP SUMP, A FIRTH

LOWER LEVEL PLAN

B CLEGG STRUCTURAL

PROCESS TANKS

25S1020

9"9"

EL 6765.24

T.O. CONCRETE FILL

CONCRETE FILL

EL 6765.45

T.O. CONCRETE FILL

EL 6774.40 (TYP)

T.O. CONCRETE FILL

EL 6773.90 (TYP)

T.O. CONCRETE FILL

EL 6769.57 (TYP)

T.O. CONCRETE FILL

(TYP)

FILL EL 6769.91

T.O. CONCRETE

M

25S3004

FILL EL 6770.23 (TYP)

T.O. CONCRETEFILL EL 6769.57 (TYP)

T.O. CONCRETE

EL 6769.78 (TYP)

T.O. CONCRETE FILL

FILL EL 6769.72

T.O. CONCRETE

EL 6765.15

T.O. CONCRETE FILL

S U

M P

CONCRETE FILL

EL 6764.40

T.O. CONCRETE FILL

FOUNDATION, TYP OF 2

CONCRETE DRILLED PIER 5

25S5001

40 8 16

3/16"=1'-0"

Re g is te re d

Pr ofess iona l Eng i neer (St r uc t ura l)DA

TE

S I GNED _ _ _ _ _ __ _ _ _ _

CE

RT I F ICATE

NO

81476

AR I ZONA U . S . A

WAYNE W. KOHLER

6/

O T D

A T

E

P L

O T T

IM

E

-J

U N -2

:3

OF

175376

0" 1"

BAR MEASURES 1" LONG

FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

R C

A \2

\M ic ro s ta ti o n V i

D ra w in g s \S

T R

U C \2

S

D .d g n

C

O M

P L E

T E C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

PLAN

3/16"=1'-0"

N

A EB C D

1.9

2.7

3.6

A

25S3001

A

25S3001

4'-0"

B

25S3001

B

25S3001

E

25S3002

4'-6"

ENLARGED PLAN

25S4001

75'-0"

8'-0" 37'-0" 19'-0" 11'-0"

ABOVE

MONORAIL

0553-001

J

25S3003

M

25S3004

COORD W/ PROCESS

GATE STEM PENETRATION,

BELOW

ON WALLS

CENTERED

COLUMNS

MONORAIL

TYP

AL GRATING,

WALKWAY

ELEVATED

ELEVATED WALKWAY

5'-0"

5'-6"

TYPICAL

WALL BELOW,

CONCRETE

0512-001

TYPE 'A'

TYP 10 PLCS

W12x45 COL, 25S3002

F

25S3002

F

25S3002

F

25S3002

D

25S3002

C

25S3002

AL I8x6.18

0514-056 TYP

LEGEND

C

25S3002

GENERAL SHEET NOTES

SEE . SUBMIT LAYOUT FOR REVIEW.

FOR WALL CONSTRUCTION JOINT LOCATION, B.

DRAWINGS 01S0001, 01S0002, AND 01S0003.

FOR GENERAL STRUCTURAL NOTES, SEE A.

0315-131

BASE (SIX LOCATIONS).

FLUSH-MOUNTED, CAST-IN-PLACE DAVIT CRANE

0551-001

'D' BASE

GUARDRAIL, TYPE

NOTE 2

TYP

NOTE 1,

5'-6"

5'-0"

0552-001 TYP

SHOWN

SLOPE 1/4" PER FOOT IN DIRECTION

TOC @ ALL WALKWAYS EL 6788.90,

SIM

SIM

G

25S3003

AL STAIRS, TYP RAIL MOUNT TYPE 'C'

0552-001

ENLARGED PLAN

D

A L C

AL C8x4.15 (TYP)

1'-8"1'-0"

0553-001 TYP

AL GRATING

TYPE 'A' BASE

3-RAIL AL RAILING,

EL 6788.90

T.O. CONCRETE

1'-6"

4'-0"

0551-003

SIM

" 2

NOTE 2

AL L3x3x1/4, TYP

AL I8x6.18, TYP

TYP @ WALKWAYS

AL C12x11.8, NOTE 2

4'-6"

1'-6"

NOTE 1

NOTE 1

1'-6"4'-6"

1'-6"

TYP @ WALKWAYS

AL C12x11.8

AL L3x3x1/4, TYP

1'-6"

NOTE 1

AL I8x6.18, TYP

NOTE 2

TYP @ WALKWAYS

AL C12x11.8

NOTE 1

NOTE 2

A FIRTH

UPPER LEVEL PLAN

B CLEGG STRUCTURAL

PROCESS TANKS

25S1030

1'-2

NOTE 2

9"9"

4'-6"

0553-040

TYP

0553-040 TYP

TYP

C12x11.8

AL

NOTE 1

TO GUARDRAIL SUBMITTAL.

PUMP MANUFACTURER AND DAVIT CRANE PRIOR

REMOVAL. COORDINATE FINAL LOCATION WITH

3'-0" WIDE SELF CLOSING GATE FOR PUMP 3.

ACCESS PRIOR TO GUARDRAIL SUBMITTAL.

PORTABLE DAVIT CRANE LOCATION AND LADDER

RETRIEVAL. COORDINATE FINAL LOCATION WITH

3'-0" WIDE SELF CLOSING GATE FOR PERSONNEL 2.

PRIOR TO GUARDRAIL SUBMITTAL.

FINAL LOCATION WITH MIXER MANUFACTURER

REMOVAL. CONTRACTOR SHALL COORDINATE

3'-0" WIDE SELF CLOSING GATE FOR MIXER 1.

4005-537

TYP

2'-0"

4005-537

4005-537

4005-537

4005-538

TYPE 'A'

4005-538

TYPE 'A'

4005-538

TYPE 'B'

4005-538

TYPE 'B'

NOTE 2NOTE 2

1'-6"

NOTE 3

GRATING PANEL

REMOVEABLE

1"=1'-0"

0 1 2 3 is te re d

Pr ofess iona l Eng i neer (St r uc t ura l)DA

TE

S I GNED _ _ _ _ _ __ _ _ _ _

CE

RT I F ICATE

NO

81476

AR I ZONA U . S . A

WAYNE W. KOHLER

6/

O T D

A T

E

P L

O T T

IM

E

-J

U N -2

:3

OF

175376

0" 1"

BAR MEASURES 1" LONG

FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

R C

A \2

\M ic ro s ta ti o n V i

D ra w in g s \S

T R

U C \2

S

D .d g n

C

O M

P L E

T E C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

A EB C D

5 5

1.9

2.7

3.6

4'-0"

3/16"=1'-0"

N

MONORAIL FRAME PLAN

11'-0"

FRAME, TYP

MONORAIL

STEEL

75'-0"

8'-0" 37'-0" 19'-0" 11'-0"

9"EQEQ9"

TYP

WALLS BELOW,

CENTER ON

STEEL COLUMN,

W x

W12x35

W x

W x

W x

W x

W x

W x

W x

DRAWINGS 01S0001, 01S0002, AND 01S0003.

FOR GENERAL STRUCTURAL NOTES, SEE A.

LEGEND

MOMENT CONNECTION

BEAM TO FLANGE

BELOW

STRUCTURE

25S5001

W12x35

W12x35

W12x35

W12x35

W12x35

25S5001

M

25S3004

M

25S3004

NOTE 1

TOS EL 6808.65

S

X M

O N

O R

A

IL

B

25S3001

B

25S3001

M

25S3004

SEE

KICKER

TYP

FABRICATION.

CHANGE TO TOP OF STEEL PRIOR TO

OF THE HOIST IS MET. SUBMIT RFI REQUESTING

SHALL BE SUCH THAT THE HIGH HOOK ELEVATION

VERIFIED PRIOR TO FABRICATION. TOP OF STEEL

MONORAIL FRAME TOP OF STEEL SHALL BE 1.

0512-020

A FIRTH

MONORAIL FRAME PLAN

B CLEGG STRUCTURAL

PROCESS TANKS

25S1040

25S1030

10 PLCS, SEE

W12 COL, TYP

(7 1/2 TON PICK)

MONORAIL

W x

W x is te re d

Pr ofess iona l Eng i neer (St r uc t ura l)DA

TE

S I GNED _ _ _ _ _ __ _ _ _ _

CE

RT I F ICATE

NO

81476

AR I ZONA U . S . A

WAYNE W. KOHLER

6/

O T D

A T

E

P L

O T T

IM

E

\2

\2

:5

:3

A

M

OF

175376

0" 1"

BAR MEASURES 1" LONG

FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

IL

E L

C

O M

P L E

T E C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

A

SECTION

3/16"=1'-0"

25S1020

25S1030

B

SECTION

3/16"=1'-0"

25S1020

25S1030

1 2 3 4 5

ED

CBA

EL 6769.40

EL 6788.90

SEE CIVIL

FINISHED GRADE,

WALL, TYP

CONCRETE

EL 6785.00

INVERT

EL 6769.40

BASE SLAB

FRAMING, TYP

MONORAIL

SEE CIVIL

FINISHED GRADE,

BASE SLAB

4'-6" 4'-6"

4'-6" 4'-6"4'-6"

TYP, SEE PLAN

CONCRETE FILL,

COATING

RESISTANT

CHEMICAL

CONCRETE WALL, TYP

J

25S3003

B

A

MONORAIL

TOC

EL 6788.90

TOW

EL 6784.67

FILL, TYP

CONCRETE

VARIES, SEE PLAN

F

25S3002

F

25S3002

D

25S3002

C

25S3002

C

25S3002

H

25S3003

C

25S3002

H

25S3003

N O

T E

M

25S3004

TOS

NOTE 2

SEE PLAN,

NOTES

AND GENERAL STRUCTURAL

BEDROCK, TYP, SEE NOTE 1

FILL OR UNDISTURBED

COMPACTED GRANULAR

SEE PLAN

AL RAILING, TYP,

TYP, SEE PLAN

AL RAILING,

NOTES

AND GENERAL STRUCTURAL

BEDROCK, TYP, SEE NOTE 1

FILL OR UNDISTURBED

COMPACTED GRANULAR

F

25S3002

SIM

SIM

25S1040

25S3003

SLOPE

M

IN

A FIRTH

SECTIONS

B CLEGG STRUCTURAL

PROCESS TANKS

25S3001

DRAWINGS

MECHANICAL

SEE PROCESS

PIPE PENETRATION

SEE PLAN

ELEVATED WALKWAY

SEE PLAN

ELEVATED WALKWAY

IF REQUIRED.

TO MONORAIL ELEVATION PRIOR TO FABRICATION

HOIST IS MET. SUBMIT RFI REQUESTING CHANGE

SUCH THAT THE HIGH HOOK ELEVATION OF THE

TO FABRICATION. MONORAIL ELEVATION SHALL BE

BOTTOM OF MONORAIL SHALL BE VERIFIED PRIOR 2.

FOR ADDITIONAL INFORMATION.

GROUND SURFACE. SEE GEOTECHNICAL REPORT

BEDROCK IS LOCATED NEAR THE EXISTING 1.

T.O. CONCRETE FILL

TOW

EL 6784.67

D S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

R C

A \2

\M ic ro s ta ti o n V i

D ra w in g s \S

T R

U C \2

S

D .d g n

Re g is te re d

Pr ofess iona l Eng i neer (St r uc t ura l)DA

TE

S I GNED _ _ _ _ _ __ _ _ _ _

CE

RT I F ICATE

NO

81476

AR I ZONA U . S . A

WAYNE W. KOHLER

6/

O T D

A T

E

P L

O T T

IM

E

\2

\2

:5

:1

A

M

OF

175376

0" 1"

BAR MEASURES 1" LONG

FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

IL

E L

C

O M

P L E

T E C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

C

SECTION

3/8"=1'-0"

25S4001

25S1020

D

SECTION

3/8"=1'-0"

25S1020

25S3001

FOR ADDITIONAL INFORMATION.

GROUND SURFACE. SEE GEOTECHNICAL REPORT

BEDROCK IS LOCATED NEAR THE EXISTING 1.

EL 6786.40

SEE PLAN

GUARDRAIL,

TOC

EL 6769.40

TOC

EL 6764.40

BASE SLAB

3'-0"

E

SECTION

3/8"=1'-0"

25S3001

25S1020

TOC

GRID

2%

T

B

C L

R

SEE PLAN

GUARDRAIL,

4'-6"

5'-0"

TOC

EL 6788.90

TOC

TOC

2" CLR

TYP EF

PROFILE

SEE HYDRAULIC

WATER ELEVATION,

PROFILE

SEE HYDRAULIC

WATER ELEVATION,

EL 6769.40

1'-6"

#8@6" DOWELS, EF

C L

R

C L

R

/2

SEE PLAN

BASE SLAB REINF,

6" WS

#8@6" DOWELS, EF

SEE PLAN

BASE SLAB REINF,

6" WS

SEE PLAN

GUARDRAIL,

2%

T

B

C L

R

C

SEE

WALKWAY,

C

SEE

WALKWAY,

M

IN

M

IN

CIVIL

(VARIES), SEE

FINISHED GRADE

T

B

C L

R

2%

PROFILE

SEE HYDRAULIC

WATER ELEVATION,

A B

CIVIL

(VARIES), SEE

FINISHED GRADE

C L

R

/2

C L

R

1'-0"

BASE SLAB

SEE PLAN

SUMP BEYOND,

C L

R

C L

R

/2

6" WS

PLAN

REINF, SEE

BASE SLAB

2'-2"

#8@6" DOWELS, EF

PROFILE

SEE HYDRAULIC

WATER ELEVATION,

EL 6788.90

TOC

F

SECTION

3/8"=1'-0"

NOTES

AND GENERAL STRUCTURAL

BEDROCK, TYP, SEE NOTE 1

FILL OR UNDISTURBED

COMPACTED GRANULAR

0315-154

0330-004

0330-004

0315-154

6" WS, TYP

AND GENERAL STRUCTURAL NOTES

BEDROCK, TYP, SEE NOTE 1

FILL OR UNDISTURBED

COMPACTED GRANULAR

AND GENERAL STRUCTURAL NOTES

BEDROCK, TYP, SEE NOTE 1

FILL OR UNDISTURBED

COMPACTED GRANULARBASE SLAB

0315-154

0330-004

BASE SLAB

0330-004

SEE CIVIL

FINISHED GRADE

5'-6" @ SIM

4'-6" TYP

#8@12" EW, EF #8@12" EW, EF #8@12" EW, EF #8@12" EW, EF #8@12" EW, EF

SEE

WALKWAY @ SIM,

C

0315-154

C L

R

C L

R

/2

25S1030

25S3001

25S3003

25S3004

25S1030

25S1020

25S1030

25S3001

ADD'L #6xCONT

A FIRTH

SECTIONS

B CLEGG STRUCTURAL

PROCESS TANKS

25S3002

CONCRETE FILL, SEE PLAN CONCRETE FILL, SEE PLAN

CONCRETE FILL

FILL, SEE PLAN

CONCRETE

0 4 6

REINF FOR NET 6" SPACING

ON WALL, STAGGER WITH TYP

#8@12 x 10' LONG, CENTERED

6" SPACING

W/ TYP REINF FOR NET

ADD'L #8@12, STAGGER

6'-0"

6" SPACING

W/ TYP REINF FOR NET

ADD'L #8@12, STAGGER

9'-0"

6" SPACING

W/ TYP REINF FOR NET

ADD'L #8@12, STAGGER

6'-0"

AND GENERAL STRUCTURAL NOTES

BEDROCK, TYP, SEE NOTE 1

FILL OR UNDISTURBED

COMPACTED GRANULAR

#6@12", T&B

#6@6" T&B

OCCURS, SEE PLAN

WALKWAY WHERE

D S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

R C

A \2

\M ic ro s ta ti o n V i

D ra w in g s \S

T R

U C \2

S

D .d g n

Re g is te re d

Pr ofess iona l Eng i neer (St r uc t ura l)DA

TE

S I GNED _ _ _ _ _ __ _ _ _ _

CE

RT I F ICATE

NO

81476

AR I ZONA U . S . A

WAYNE W. KOHLER

6/

O T D

A T

E

P L

O T T

IM

E

\2

\2

:2

:3

A

M

OF

175376

0" 1"

BAR MEASURES 1" LONG

FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

IL

E L

C

O M

P L E

T E C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

G

SECTION

3/8"=1'-0"

25S1030

J

SECTION

3/8"=1'-0"

25S1020

4'-8"

1'-6"8"1'-6"1'-0"

M

25S3004

25S2030

K

SECTION

3/8"=1'-0"

25S4001

EL 6785.00 TOC

EL 6783.90

INVERT

OPENING

PLAN B-B

GRID

V A

R

IE

S

WALL

CONCRETE

SECTION A-A

WEIR WALL

CONCRETE WALL

D

4'-6"

SEE PLAN

AL GRATING,

EL6788.90

TOC

EL 6783.90

TOC

EL 6781.40

TOC

EL 6784.65

TOC

BEYOND

WALL PENETRATION

0559-031

SEE PLAN

AL BEAM,

0315-143

#4@12" EW, EF

B

A

B

A

2% 2%

SEE

WALKWAY,

TYP

C L

R

C L

R

/2

6" WS

PLAN

REINF, SEE

BASE SLAB

CONC FILL,

#8@12" DOWELS, EF

#8@6" DOWELS, EF

H

TYPICAL WALL SECTION

3/8"=1'-0"

PROFILE

SEE HYDRAULIC

WATER ELEVATION,

EF

TYP

L

SECTION

3/8"=1'-0"

25S4001

A

TOC

EL 6788.90

AL GUARDRAIL

K

0330-001

0315-143

C

25S3002

FOR ADDITIONAL INFORMATION.

GROUND SURFACE. SEE GEOTECHNICAL REPORT

BEDROCK IS LOCATED NEAR THE EXISTING 1.

AND GENERAL STRUCTURAL NOTES

BEDROCK, TYP, SEE NOTE 1

FILL OR UNDISTURBED

COMPACTED GRANULAR

0315-154

0330-004

L

0553-001

GS-1 SUPPORT

0330-004 TYP

0315-154

0330-001

END OF WALL

(TYP)

REBAR COUPLER

MECH THREADED

D E

2'-0"4'-0"

TOC

SEE PLAN

WALL BEYOND

CONC WALL

CHANNEL SLAB

#5@12" EW, EF

TOW VARIES, SEE

B

25S3001

#5@12" EW, T&B

25S1020

25S3001

25S3001

TOC

EL 6788.90

AL GRATING

SEE PLAN

GUARDRAIL,

14'-0"

6'-3" 7'-9" 6'-3" 7'-9"

EQEQEQEQEQEQ

T Y

P

TYP 3 PLACES

HORIZONTALLY IN WALL,

2'-4" x 2'-4" OPENING, CENTERED

4" WS, TYP

INFORMATION NOT SHOWN, SEE

NOTE: FOR REINFORCEMENT AND OTHER

K

COORDINATE W/ PROCESS

IN WALL

CENTERED HORIZONTALLY

PIPE PENETRATION

A FIRTH

SECTIONS

B CLEGG STRUCTURAL

PROCESS TANKS

25S3003

0 4 6

D S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

R C

A \2

\M ic ro s ta ti o n V i

D ra w in g s \S

T R

U C \2

S

D .d g n

Re g is te re d

Pr ofess iona l Eng i neer (St r uc t ura l)DA

TE

S I GNED _ _ _ _ _ __ _ _ _ _

CE

RT I F ICATE

NO

81476

AR I ZONA U . S . A

WAYNE W. KOHLER

6/

O T D

A T

E

P L

O T T

IM

E

\2

\2

:3

:0

A

M

OF

175376

0" 1"

BAR MEASURES 1" LONG

FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

IL

E L

C

O M

P L E

T E C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

M

SECTION

3/8"=1'-0"

25S1030

25S1040

4 3 2 1

EQEQ

EL 6782.90

INVERT

TOC

SEE PLAN

6" 6" 6"

TYPICAL 4 PLCS

TYP

1'-8" x 1'-8" OPNG, 2%2%

SEE

WALKWAY,

TYP

BEYOND

CHANNEL SLAB

3.6 2.7

9" 9"

9" 9" 9"

MONORAIL BOS

BEYOND

BEAM TOS

SEE 25S1040

12'-0"12'-0"12'-0"6'-0" x x 1/

W12 BEAM, SEE PLAN W12 BEAM, SEE PLAN W12 BEAM, SEE PLAN W12 BEAM, SEE PLAN

25S5001

25S5001

TYP

4'-0"

T Y

P

TYP

TYP

W C

O L S

E E P

L A

N

W C

O L S

E E P

L A

N

W C

O L S

E E P

L A

N

W C

O L S

E E P

L A

N

W C

O L S

E E P

L A

N

M

IN

IM

U M

FOR ADDITIONAL INFORMATION.

GROUND SURFACE. SEE GEOTECHNICAL REPORT

BEDROCK IS LOCATED NEAR THE EXISTING 1.

0330-001

M

IN

M

IN

A FIRTH

SECTIONS

B CLEGG STRUCTURAL

PROCESS TANKS

25S3004

W C

O L S

E E P

L

N

10'-0"14'-0"14'-0"14'-0"

1.9

SEE PLAN

AL GRATING,

FOUNDATION

CONCRETE DRILLED PIER,

0512-001

TYPE 'A'

25S5001

0 4 6

D S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

R C

A \2

\M ic ro s ta ti o n V i

D ra w in g s \S

T R

U C \2

S

D .d g n

Re g is te re d

Pr ofess iona l Eng i neer (St r uc t ura l)DA

TE

S I GNED _ _ _ _ _ __ _ _ _ _

CE

RT I F ICATE

NO

81476

AR I ZONA U . S . A

WAYNE W. KOHLER

6/

O T D

A T

E

P L

O T T

IM

E

\2

\2

:5

:0

A

M

OF

175376

0" 1"

BAR MEASURES 1" LONG

FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

IL

E L

C

O M

P L E

T E C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

N

ENLARGED LOWER LEVEL PLAN

25S1020

N

ENLARGED UPPER LEVEL PLAN

25S1020

3/8"=1'-0"3/8"=1'-0"

A A K

25S3003

K

25S3003

TYP

WALL BELOW,

CONCRETE

L

25S3003

0315-143

FOR WALLS

NOT REQD

SIM - KEYWAY

0330-003

INTERSECTIONS

@ CORNERS AND

TYP

TYP

WALL,

CONC

L

25S3003

0552-001 TYP 'A' BASE

0553-001

WALKWAY

CANTILEVERED

25S3001 25S3001

6"

6"

6"

3'-6"

2'-6"

T Y

P

3'-6"

3'-6"

2'-6"

2'-6"

TYP

AL GRATING,

BASIN WALL

AL GUARDRAIL, TYP

BASIN WALL

BASIN WALL

TOC, SEE 25S1020

BASIN BASE SLAB,

A FIRTH

ENLARGED PLANS

B CLEGG STRUCTURAL

PROCESS TANKS

25S4001

0553-001

TYP

GS-1 SUPPORT

GRATING

0 4 6

D S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

R C

A \2

\M ic ro s ta ti o n V i

D ra w in g s \S

T R

U C \2

S

D .d g n

Re g is te re d

Pr ofess iona l Eng i neer (St r uc t ura l)DA

TE

S I GNED _ _ _ _ _ __ _ _ _ _

CE

RT I F ICATE

NO

81476

AR I ZONA U . S . A

WAYNE W. KOHLER

6/

O T D

A T

E

P L

O T T

IM

E

-J

U N -2

:3

OF

175376

0" 1"

BAR MEASURES 1" LONG

FULL SIZE DRAWINGS = 22"x34"

G R

C A -2

GRAND CANYON, SOUTH RIM

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH. REVIEW:

CADD:

DATE:

DRAWING NO.A/E FIRM

SHEET

S S /V

COMPANY

SERVICES

GOVERNMENT

JACOBS

S o u th R im \4 D e li v e ry \4

C

A D D e s ig n \G

R C

A \2

\M ic ro s ta ti o n V i

D ra w in g s \S

T R

U C \2

S

D .d g n

C

O M

P L E

T E C

O N

S T

R U

C T

IO

N D

O C

U M

E N

T S

MOMENT CONNECTION

25S1040

KICKER CONNECTION

25S1040

KICKER CONNECTION

25S1040

SEE PLAN

WF BEAM,

3"

T Y P1 1/ 2"

(2) 3/4" BOLTS

PLAN

SECTION A-A

3"

T Y P1 1/ 2"

1/4

KNIFE PLATE

1/4

PLATE

COLUMN FLANGES

DISTANCE BETWEEN

3/8" x REQD x

R E Q

D (1 1/ 4"

BRACE

(WHERE OCCURS)

OPPOSITE SIDE

CONNECTION ON

A A

3/8" KNIFE PL x REQD

(2) 3/4" BOLTS

WF COL, SEE PLAN

WF COL, SEE PLAN

3/4"=1'-0" 3/4"=1'-0"

25S1040

MONORAIL CONNECTION

SECTION A-A

1"=1'-0"

AA

A

1/4

3 SIDES

WF BEAM (ABOVE)

WORKABLE GAGE

MONORAIL BEAM

GAGE

WORKABLE

WF BEAM

3/4" BOLT (TYP)

(BELOW)

MONORAIL BEAM

PLAN

WF BEAM (ABOVE)

NUTS AS REQD BY CRANE MFR

W/ BEVELED WASHERS AND LOCK

(4) 3/4" A325 FULLY TENSIONED BOLTS

BY CRANE MFR

MONORAIL…