B08_Att_01a_GRCA257282_CD_Drawings_and_Details_Combined_June2025_Part1.pdf

FLAGSTAFF

BULLHEAD

CITY

KINGMAN

LAKE

HAVASU

CITY

PRESCOTT

WINSLOW

JACOB

LAKE

N E

V A

D A

U T

A H

UTAH

ARIZONA

GLEN

CANYON

N.R.A.

LAKE

MEAD

N.R.A

GRAND

CANYON

NATIONAL

PARK

PAGE

JACOB LAKE

VULCANS

THRONE

TUWEEP

HUALAPAI

HILLTOP

G R

A N

D W

A S H C

LI

FF

S

D R

Y C

A N

Y O

N

C A N

Y O

N S E P A R

A

TI

O N

MOLLIES

NIPPLE

TUCKUP

POINT

KANAB

POINT

GREAT

THUMB

MESA

POINT

IMPERIAL

CAPE

SOLITUDE

LAKE MEAD

NATIONAL

RECREATION AREA

HAVASUPAI

INDIAN

RESERVATION

NAVAJO

INDIAN

RESERVATION

KAIBAB

NATIONAL

FOREST

V.C. CAPE

ROYAL

GRAND

CANYON

VILLAGE

POINT

SUBLIME GRAND

CANYON

LODGE

T U

C K

U P

C A

N Y

O N

T O

R O

W E

A P

V A

L L E

Y

KAIBAB PLATEAU

CO

LO

RADO

R

IV

ER

R

IV

E R

L

IT

T L E

C O

L O

R A

D O

NORTH RIM

ENTRANCE

STATION

POW

ELL

P

LATE

AU

H A

V A S

U C

R E

E K

C A

T A

R A

C T

TAPEATS

CREEK

W H

ITM

O R E C

A N

Y O

N

U

IN

K A

R E

T M

T N

S

GLEN

CANYON

N.R.A.

CANYON RIM

ALT

D

IA

M O

N D

CREEK

TO WILLIAMS

AND

CANYON

RIM

KAIBAB

NATIONAL

FOREST

BOUNDARY ON SOUTH

BANK OF COLORADO RIVER

(SUBJECT TO CONCURRENCE

OF HUALAPAI TRIBE)

S H

IV

W

ITS

P

LA

TE

A U

K A

N A

B C

R E

E K

BRIGHT

ANGEL

POINT

M A

R B

L E

C A

N Y

O N

HUALAPAI

INDIAN

RESERVATION

C O

L O

R A

D O

R

IV

E R

DESERT

VIEW

HERMITS

REST

TOROWEAP

POINT

TO

PEACH SPRINGS,

SELIGMAN &

NORTH

RIM

SOUTH

RIM

LEE'S

FERRY

HQ.

C R

E E

K

TRIBE

OF NAVAJO

CONCURRENCE

SUBJECT TO

CANYON RIM

BOUNDARY ON

GRAND CANYON NATIONAL PARK

WORLD HERITAGE SITE

UNESCO

PARK BOUNDARY

UNPAVED ROAD

VISITOR CENTER

RANGER STATION

PARK HEADQUARTERSHQ.

PICNIC AREA

V.C.

TRAIL

RIVER

PAVED ROAD

SCALE OF KILOMETERS

SCALE OF MILES

5 0

15105

5 10

SCALE OF MILES

30 0 30

BASIC DATA:

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

DEPARTMENT OF THE INTERIOR

UNITED STATES

OF

175376

DRAWING NO.

TITLE OF DRAWING

COUNTY

COCONINO

STATE

ARIZONA

REGION

INTERMOUNTAIN

LOCATION WITHIN PARK

NAME OF PARK

GRAND CANYON NATIONAL PARK

QUALITY DESIGN CERTIFICATION

OR

OR

by Design Development (Title I)

Construction Drawing Not Preceded

Approved by Superintendent on

Variance from Design Development (Title I)

Project Manager

Drawing No.

Date

Date

Prepared in Accordance with Design

Development (Title I)

SheetMark REVISION Date Initial

A/E FIRM

REVISED & REDRAWN 2/91. UPDATED 11/98. SGS.

LAND STATUS MAP 113/80,011 7/75; PARK MINI FOLDER 1989;

LEGEND

ARIZONA

NORTHERN

SOUTH RIM VILLAGE

WWTP REPLACEMENT

DESIGN DEVELOPMENT

LOCATION

PROJECT

SCALE OF MILES

VICINITY MAP

0.25 0.25

LOCATION

PROJECT

VILLAGE

CANYON

GRAND

GRCA 257282

REPLACE WASTEWATER PLANT AT SOUTH RIM VILLAGE

HERMIT RD

HUALAPAI RD

CENTER RD

ROWE WELL RD

APACHE W ST

S ENTRANCE RD

VILLAGE LOOP DR

POWER LINE RD

VILLAGE, CO

GREENWOOD

COMPANY

SERVICES

GOVERNMENT

JACOBS

SHEET

257282

PMIS/PKG NO.

P L

O T D

A T

E

P L

O T T

IM

E

/1

/2

:1

:5

A

M S

S /V i

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 \G

E N \G

R C

A C

O V .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

Expires

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

C dengiS et a

D

ROSINSKI

KATARZYNA

77237

)li vi

C( r e en ig nE la noisseforP d er et si g e

R

Expires 12-31-2025

6-1 6-2

P L

O T D

A T

E

P L

O T T

IM

E

/1

/2

:1

: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 i

06/2025 401

VILLAGE, CO

GREENWOOD

COMPANY

SERVICES

GOVERNMENT

JACOBS

PMIS/PKG NO.

257282

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 \G

E N \0

G

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

R COWAN

K WEBSTER

R COWAN INDEX OF DRAWINGS

GENERAL

01G0002

IRRIGATION DETAILS06I500199

IRRIGATION PLAN - AREA 106I200198

LANDSCAPE SCHEDULE NOTES AND DETAILS06L500197

LANDSCAPE PLAN - AREA 106L200196

LANDSCAPE PLAN - OVERALL06L200095

CROSS SECTIONS06C300294

CROSS SECTIONS06C300193

GRADING PLAN - AREA 406C240492

GRADING PLAN - AREA 306C240391

GRADING PLAN - AREA 206C240290

GRADING PLAN - AREA 106C240189

GRADING PLAN - OVERALL06C240088

TESC PLAN PERMANENT STABILIZATION06C210387

TESC PLAN PHASE 206C210286

TESC PLAN PHASE 106C210185

TESC PLAN PRECONSTRUCTION06C210084

COORDINATE TABLES06C202083

SITE PLAN - AREA 406C200482

SITE PLAN - AREA 306C200381

SITE PLAN - AREA 206C200280

SITE PLAN - AREA 106C200179

SITE PLAN - OVERALL06C200078

EXISTING SITE PLAN06C100077

DEMOLITION 98 - RECLAMATION PLANT SECTION N-S06X112476

DEMOLITION 98 - RECLAMATION PLANT SECTION E-W06X112375

DEMOLITION 98 - RECLAMATION PLANT GALLERY PLAN06X112274

DEMOLITION 98 - RECLAMATION PLANT CLEARWELL PLAN06X112173

DEMOLITION 98/99 - BACKWASH POND PIPING AND GRADING06X112072

DEMOLITION 97 - SLUDGE DRYING BEDS SECTIONS AND DETAILS06X111971

DEMOLITION 97 - SLUDGE DRYING BEDS SITE AND GRADING PLAN06X111870

DEMOLITION 96 - AEROBIC DIG. TANKS SECTIONS AND DETAILS06X111769

DEMOLITION 96 - AEROBIC DIG. TANKS PLAN06X111668

DEMOLITION 94 - SECONDARY CLARIFIER SECTIONS06X111567

DEMOLITION 94 - SECONDARY CLARIFIER PLAN AND DETAILS06X111466

DEMOLITION 93 - FINAL SED. TANK PLAN, SECTIONS & DETAILS06X111365

DEMOLITION 92B - AERATION BASINS SECTIONS E-W06X111264

DEMOLITION 92B - AERATION BASIN PLAN06X111163

DEMOLITION 92A - AERATION TANKS SECTIONS AND DETAILS06X111062

DEMOLITION 92A - AERATION TANKS PLAN AND SECTION06X110961

DEMOLITION 92B - AERATION BASINS SECTIONS N-S06X110860

DEMOLITION 91 - PRETREATMENT BLDG TUNNEL PLANS06X110759

DEMOLITION 91 - PRETREATMENT BLDG SECTION N-S06X110658

DEMOLITION 91 - PRETREATMENT BLDG SECTION E-W06X110557

DEMOLITION 91 - PRETREATMENT BLDG LOWER LEVEL PLAN06X110456

DEMOLITION 90 - CONTROL BUILDING SECTIONS AND DETAILS06X110355

DEMOLITION 90 - CONTROL BUILDING GROUND FLOOR PLAN06X110254

DEMOLITION 90 - CONTROL BUILDING LOWER FLOOR PLAN06X110153

DEMOLITION PLAN - EXISTING UTILITIES06X100352

DEMOLITION PLAN - PHASE 206X100251

DEMOLITION PLAN - PHASE 106X100150

DEMOLITION PLAN - OVERALL06X100049

06 - CIVIL

DESIGN CRITERIA01G040148

DESIGN CRITERIA01G040047

PIPING SCHEDULE01G030246

PIPING SCHEDULE01G030145

PIPING SCHEDULE01G030044

SELF REGULATED VALVE SCHEDULE01G026143

POWER ACTUATED VALVE SCHEDULE01G026042

AREA CLASSIFICATION AND MATERIALS SELECTION TABLE01G025141

AREA CLASSIFICATION AND MATERIALS SELECTION TABLE01G025040

HYDRAULIC PROFILE 01G020139

HYDRAULIC PROFILE 01G020038

RESIDUALS PROCESS FLOW DIAGRAM01G011037

LIQUID PROCESS FLOW DIAGRAM01G010036

ELECTRICAL LEGEND01E000235

ELECTRICAL LEGEND01E000134

PLUMBING CONTROL DIAGRAM01P600233

PLUMBING CONTROL DIAGRAM01P600132

PLUMBING LEGEND01P000131

HVAC CONTROL DIAGRAM01M600830

HVAC CONTROL DIAGRAM01M600729

HVAC CONTROL DIAGRAM01M600628

HVAC CONTROL DIAGRAM01M600527

HVAC CONTROL DIAGRAM01M600426

HVAC CONTROL DIAGRAM01M600325

HVAC CONTROL DIAGRAM01M600224

HVAC CONTROL DIAGRAM01M600123

HVAC LEGEND01M000122

PROCESS LEGEND01D000121

ARCHITECTURAL CODE DATA AND LIFE SAFETY PLANS DIGESTER FACILITY01A008020

ARCHITECTURAL CODE DATA AND LIFE SAFETY PLANS PROCESS BUILDING01A003219

ARCHITECTURAL CODE DATA AND LIFE SAFETY PLAN HEADWORKS01A002018

ARCHITECTURAL CODE DATA AND LIFE SAFETY PLAN MAINTENANCE BUILDING01A001217

ARCHITECTURAL CODE DATA AND LIFE SAFETY PLAN ADMINISTRATION BUILDING01A001016

ARCHITECTURAL NOTES, MATERIAL SYMBOLS, AND LEGEND01A000115

STRUCTURAL GENERAL STEEL DETAILS01S500314

STRUCTURAL GENERAL COLUMN REINFORCEMENT01S500213

STRUCTURAL GENERAL BEAM REINFORCEMENT01S500112

STRUCTURAL GENERAL NOTES01S000311

STRUCTURAL GENERAL NOTES01S000210

STRUCTURAL GENERAL NOTES01S00019

INSTRUMENTATION AND CONTROL LEGEND01N00028

INSTRUMENTATION AND CONTROL LEGEND01N00017

CIVIL LEGEND01C00016

LEGEND01G00105

ABBREVIATIONS01G00054

INDEX OF DRAWINGS01G00033

INDEX OF DRAWINGS01G00022

COVER SHEET01G00011

01 - GENERAL

SHEET TITLE/DESCRIPTIONSUB SHEETSHEET

AERATED COMPOST P&ID09N8701174

PLANT DRAIN PUMP STATION P&ID09N8601173

DRYING BED P&ID09N8501172

DIGESTER UTILITIES P&ID09N8003171

DIGESTER SYSTEM P&ID09N8002170

AEROBIC DIGESTER BLOWERS P&ID09N8001169

PROCESS UTILITIES P&ID09N3213168

RECLAIMED WATER AND NONPOTABLE WATER PUMPS P&ID09N3212167

MEMBRANE AIR COMPRESSOR P&ID09N3211166

AERATION BLOWERS P&ID09N3210165

MAGNESIUM HYDROXIDE PUMPS P&ID09N3209164

SUPPLEMENTAL CARBON PUMPS P&ID09N3208163

MEMBRANE CLEANING CITRIC ACID PUMPS P&ID09N3207162

SODIUM HYPOCHLORITE PUMPS P&ID09N3206161

MEMBRANE CLEANING SODIUM HYPOCHLORITE PUMPS P&ID09N3205160

DISINFECTION AND UV EFFLUENT BOOSTER PUMPS P&ID09N3204159

MEMBRANE AIR SCOUR BLOWERS P&ID09N3203158

MBR PERMEATE PUMPS P&ID09N3202157

MEMBRANE SYSTEM P&ID09N3201156

MIXED LIQUOR SPLITTER WAS PUMPS P&ID09N2503155

BIOREACTORS P&ID09N2502154

EQUALIZATION BASIN AND TANK DRAIN PUMP STATION P&ID09N2501153

ODOR CONTROL P&ID09N2201152

HEADWORKS UTILITIES P&ID09N2005151

FINE SCREENING P&ID09N2004150

GRIT WASHING AND DEWATERING P&ID09N2003149

GRIT BASIN P&ID09N2002148

INFLUENT SCREENING P&ID09N2001147

SEPTAGE RECEIVING P&ID09N1801146

GENERATOR P&ID09N0801145

FACILITY 12 MAINTENANCE BUILDING NIP-1201 NETWORK INTERFACE PANEL09N0104144

FACILITY 80 DIGESTION LCP-8001 CONTROL PANEL LAYOUT09N0103143

FACILITY 20 HEADWORKS LCP-2001 CONTROL PANEL LAYOUT09N0102142

FACILITY 20 HEADWORKS LCP-2001 CONTROL PANEL LAYOUT09N0101141

FACILITY 10 ADMIN BUILDING NETWORK INTERFACE PANELS09N0100140

NETWORK ARCHITECTURE DRAWING09N0040139

COMMUNICATION NETWORK DIAGRAM09N0007138

COMMUNICATION NETWORK DIAGRAM09N0006137

COMMUNICATION NETWORK DIAGRAM09N0005136

COMMUNICATION NETWORK DIAGRAM09N0004135

COMMUNICATION NETWORK DIAGRAM09N0003134

COMMUNICATION NETWORK DIAGRAM09N0002133

COMMUNICATION FIBER BACKBONE09N0001132

09 - INSTRUMENTATION AND CONTROL

EXTERIOR LIGHTING CONTROL DIAGRAM08E7110131

MOTOR CONTROL DIAGRAM08E7106130

MOTOR CONTROL DIAGRAM08E7105129

MOTOR CONTROL DIAGRAMS08E7104128

MOTOR CONTROL DIAGRAM08E7103127

MOTOR CONTROL DIAGRAMS08E7102126

MOTOR CONTROL DIAGRAMS08E7101125

MOTOR CONTROL DIAGRAMS08E7100124

DUCTBANK SCHEDULE08E7004123

DUCTBANK SCHEDULE08E7003122

DUCTBANK SCHEDULE08E7002121

DUCTBANK SCHEDULE08E7001120

LUMINAIRE SCHEDULE08E6002119

LUMINAIRE SCHEDULE08E6001118

PLAN - AREA 408E2004117

PLAN - AREA 308E2003116

PLAN - AREA 208E2002115

PLAN - AREA 108E2001114

PLAN - OVERALL08E2000113

08 - SITE ELECTRICAL

DETAILS07Y5002112

INFLUENT MANHOLE DETAIL07Y5001111

ENLARGED PLAN07Y4001110

SECTIONS07Y3004109

PIPE PROFILE07Y3003108

PIPE PROFILE07Y3002107

PIPE PROFILES07Y3001106

PLAN - AREA 407Y2004105

PLAN - AREA 307Y2003104

PLAN - AREA 207Y2002103

PLAN - AREA 107Y2001102

PLAN - OVERALL07Y2000101

EXISTING UTILITIES PLAN - OVERALL07Y1000100

07 - YARD PIPING

SHEET TITLE/DESCRIPTIONSUB SHEETSHEET

ELECTRICAL PLAN18E1030234

MECHANICAL PLAN, SECTION AND DETAIL18D1030233

STRUCTURAL PLAN AND SECTION18S1030232

18 - RECEIVING STATION

ELECTRICAL PANELBOARD SCHEDULES12E6001231

ELECTRICAL ROOF PLAN12E1040230

ELECTRICAL LIGHTING PLAN12EL1030229

ELECTRICAL POWER PLAN12EP1030228

PLUMBING ISOMETRIC12P9002227

PLUMBING ISOMETRIC12P9001226

PLUMBING ROOF PLAN12P1040225

PLUMBING FLOOR PLAN12P1030224

PLUMBING BELOW GRADE PLAN12P1020223

HVAC SECTION12M3001222

HVAC FLOOR PLAN12M1030221

ARCHITECTURAL SCHEDULES12A6001220

ARCHITECTURAL INTERIOR ELEVATIONS12A4001219

ARCHITECTURAL SECTIONS12A3001218

ARCHITECTURAL ELEVATIONS12A2002217

ARCHITECTURAL ELEVATIONS12A2001216

ARCHITECTURAL ROOF PLAN12A1040215

ARCHITECTURAL REFLECTED CEILING PLAN12A1039214

ARCHITECTURAL FLOOR PLAN12A1030213

STRUCTURAL SECTIONS12S3003212

STRUCTURAL SECTION12S3002211

STRUCTURAL SECTION12S3001210

STRUCTURAL ROOF PLAN12S1040209

STRUCTURAL FOUNDATION/FLOOR PLAN12S1030208

12 - MAINTENANCE BUILDING

ELECTRICAL PANELBOARD SCHEDULES10E6002207

ELECTRICAL PANELBOARD SCHEDULES10E6001206

ELECTRICAL POWER PLAN - ENLARGED10E4001205

ELECTRICAL ROOF PLAN10E1040204

ELECTRICAL LIGHTING PLAN10EL1030203

ELECTRICAL POWER PLAN10EP1030202

PLUMBING ISOMETRIC10P9004201

PLUMBING ISOMETRIC10P9003200

PLUMBING ISOMETRIC10P9002199

PLUMBING ISOMETRIC10P9001198

PLUMBING RO WATER SYSTEM DIAGRAM10P6001197

PLUMBING ENLARGED PLANS10P4001196

PLUMBING ROOF PLAN10P1040195

PLUMBING FLOOR PLAN10P1030194

PLUMBING UNDERFLOOR PLAN10P1020193

HVAC FLOOR PLAN10M1030192

ARCHITECTURAL SCHEDULES10A6002191

ARCHITECTURAL SCHEDULES10A6001190

ARCHITECTURAL INTERIOR ELEVATIONS10A4004189

ARCHITECTURAL ENLARGED PLANS10A4003188

ARCHITECTURAL INTERIOR ELEVATIONS10A4002187

ARCHITECTURAL ENLARGED PLANS10A4001186

ARCHITECTURAL SECTIONS10A3001185

ARCHITECTURAL ELEVATIONS10A2002184

ARCHITECTURAL ELEVATIONS10A2001183

ARCHITECTURAL ROOF PLAN10A1040182

ARCHITECTURAL REFLECTED CEILING PLAN10A1039181

ARCHITECTURAL FLOOR PLAN10A1030180

STRUCTURAL SECTIONS10S3003179

STRUCTURAL SECTIONS10S3002178

STRUCTURAL SECTION10S3001177

STRUCTURAL ROOF PLAN10S1040176

STRUCTURAL FOUNDATION/FLOOR PLAN10S1030175

10 - ADMINISTRATION BUILDING

SHEET TITLE/DESCRIPTIONSUB SHEETSHEET

Expires

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

ROSINSKI

KATARZYNA

77237

)li vi

C( r e en ig nE la noisseforP d er et si g e

R

Expires 12-31-2025

6-1 6-2

O T D

A T

E

P L

O T T

IM

E

/1

/2

:1

: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

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 \G

E N \0

G

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

K WEBSTER

R COWAN INDEX OF DRAWINGS

GENERAL

01G0003

ELECTRICAL PANELBOARD SCHEDULES32E6002339

ELECTRICAL PANELBOARD SCHEDULES32E6001338

ELECTRICAL ONE-LINE DIAGRAM 32-MCC-0132E5002337

ELECTRICAL ONE-LINE DIAGRAM 32-SWBD-0132E5001336

ELECTRICAL ROOF PLAN32E1040335

ELECTRICAL MAIN LEVEL FACILITY PLAN32EF1030334

ELECTRICAL LOWER LEVEL FACILITY PLAN32EF1020333

ELECTRICAL MAIN LEVEL PROCESS PLAN32EP1030332

ELECTRICAL LOWER LEVEL PROCESS PLAN32EP1020331

FIRE PROTECTION MAIN LEVEL PLAN32FP1030330

FIRE PROTECTION LOWER LEVEL PLAN32FP1020329

PLUMBING ISOMETRIC32P9002328

PLUMBING ISOMETRIC32P9001327

PLUMBING ROOF PLAN32P1040326

PLUMBING MAIN LEVEL PLAN32P1030325

PLUMBING LOWER LEVEL PLAN32P1020324

PLUMBING BELOW SLAB PLAN32P1010323

HVAC SECTION32M3002322

HVAC SECTION32M3001321

HVAC MAIN LEVEL PLAN32M1030320

HVAC LOWER LEVEL PLAN32M1020319

MECHANICAL DETAILS32D5001318

MECHANICAL SECTIONS32D3004317

MECHANICAL SECTIONS32D3003316

MECHANICAL SECTIONS32D3002315

MECHANICAL SECTIONS32D3001314

MECHANICAL UPPER PLAN32D1030313

MECHANICAL LOWER PLAN32D1020312

ARCHITECTURAL SCHEDULES32A6001311

ARCHITECTURAL SECTION32A3002310

ARCHITECTURAL SECTIONS32A3001309

ARCHITECTURAL ELEVATIONS32A2002308

ARCHITECTURAL ELEVATIONS32A2001307

ARCHITECTURAL ROOF PLAN32A1040306

ARCHITECTURAL MAIN LEVEL PLAN32A1030305

ARCHITECTURAL LOWER LEVEL PLAN32A1020304

STRUCTURAL STEEL DETAILS32S5010303

STRUCTURAL BEAM REINFORCEMENT32S5001302

STRUCTURAL SECTIONS32S3003301

STRUCTURAL SECTION32S3002300

STRUCTURAL SECTION32S3001299

STRUCTURAL ROOF FRAMING PLAN32S1040298

STRUCTURAL MAIN LEVEL PLAN32S1030297

STRUCTURAL LOWER LEVEL PLAN32S1020296

32 - PROCESS BUILDING

ELECTRICAL UPPER FACILITY PLAN25EF1030295

ELECTRICAL UPPER PROCESS PLAN25EP1030294

ELECTRICAL LOWER PROCESS PLAN25EP1020293

PLUMBING UPPER PLAN25P1030292

MECHANICAL SECTIONS25D3004291

MECHANICAL SECTIONS25D3003290

MECHANICAL SECTIONS25D3002289

MECHANICAL SECTION25D3001288

MECHANICAL UPPER PLAN25D1030287

MECHANICAL LOWER PLAN25D1020286

STRUCTURAL DETAILS25S5001285

STRUCTURAL ENLARGED PLANS25S4001284

STRUCTURAL SECTION25S3004283

STRUCTURAL SECTIONS25S3003282

STRUCTURAL SECTIONS25S3002281

STRUCTURAL SECTIONS25S3001280

STRUCTURAL MONORAIL FRAME PLAN25S1040279

STRUCTURAL UPPER LEVEL PLAN25S1030278

STRUCTURAL LOWER LEVEL PLAN25S1020277

25 - PROCESS TANKS

ELECTRICAL PLAN22E1030276

MECHANICAL SECTIONS22D3001275

MECHANICAL PLAN22D1030274

STRUCTURAL PLAN AND SECTION22S1030273

22 - ODOR CONTROL

ELECTRICAL PANELBOARD SCHEDULES20E6001272

ELECTRICAL ONE-LINE DIAGRAM 20-MCC-0120E5001271

ELECTRICAL ROOF PLAN20E1040270

ELECTRICAL FACILITY PLAN20EF1030269

ELECTRICAL PROCESS PLAN20EP1030268

PLUMBING ISOMETRIC20P9001267

PLUMBING PLAN20P1030266

PLUMBING LOWER LEVEL PLAN20P1020265

HVAC SECTIONS20M3001264

HVAC PLAN20M1030263

MECHANICAL ISOMETRIC20D5003262

MECHANICAL ISOMETRIC20D5002261

MECHANICAL ISOMETRIC20D5001260

MECHANICAL ENLARGED PLANS AND SECTIONS20D4002259

MECHANICAL ENLARGED PLAN20D4001258

MECHANICAL SECTION20D3003257

MECHANICAL SECTIONS20D3002256

MECHANICAL SECTION20D3001255

MECHANICAL PLAN20D1030254

ARCHITECTURAL SCHEDULES20A6001253

ARCHITECTURAL SECTIONS20A3001252

ARCHITECTURAL ELEVATIONS20A2002251

ARCHITECTURAL ELEVATIONS20A2001250

ARCHITECTURAL ROOF PLAN20A1040249

ARCHITECTURAL FLOOR PLAN20A1030248

STRUCTURAL STEEL DETAILS20S5010247

STRUCTURAL DETAILS20S5001246

STRUCTURAL ENLARGED PLANS AND SECTION20S4003245

STRUCTURAL ENLARGED PLANS20S4002244

STRUCTURAL ENLARGED PLAN20S4001243

STRUCTURAL SECTIONS20S3005242

STRUCTURAL SECTIONS20S3004241

STRUCTURAL SECTIONS20S3003240

STRUCTURAL SECTION20S3002239

STRUCTURAL SECTIONS20S3001238

STRUCTURAL ROOF FRAMING PLAN20S1040237

STRUCTURAL FLOOR PLAN20S1030236

STRUCTURAL LOWER LEVEL PLAN20S1020235

20 - HEADWORKS

SHEET TITLE/DESCRIPTIONSUB SHEETSHEET

ARCHITECTURAL ROOF PLAN AND SCHEDULES88A1040401

STRUCTURAL ROOF PLAN88S1040400

STRUCTURAL PLAN AND SECTION88S1030399

88 - COVERED STORAGE

ELECTRICAL POWER PLAN87E1030398

MECHANICAL PLAN, SECTIONS AND DETAIL87D1030397

ARCHITECTURAL ROOF PLAN AND SCHEDULES87A1040396

STRUCTURAL DETAILS87S5001395

STRUCTURAL SECTION87S3002394

STRUCTURAL SECTION87S3001393

STRUCTURAL ROOF PLAN87S1040392

STRUCTURAL FOUNDATION PLAN AND DETAIL87S1030391

87 - COMPOST FACILITY

ELECTRICAL PLAN86E1030390

MECHANICAL PLAN AND SECTION86D1030389

86 - PLANT DRAIN PUMP STATION

MECHANICAL ENLARGED PLAN AND SECTIONS85D4001388

MECHANICAL PLAN - OVERALL85D1030387

STRUCTURAL DETAILS85S5001386

STRUCTURAL ENGLARGED PLAN85S4001385

STRUCTURAL SECTIONS85S3002384

STRUCTURAL OVERALL SECTION85S3001383

STRUCTURAL PLAN - AREA B85S1032382

STRUCTURAL PLAN - AREA A85S1031381

STRUCTURAL PLAN - OVERALL85S1030380

85 - DRYING BEDS

ELECTRICAL PANELBOARD SCHEDULES80E6001379

ELECTRICAL ONE-LINE DIAGRAM 80-MCC-0180E5001378

ELECTRICAL ROOF LEVEL FACILITY PLAN80EF1050377

ELECTRICAL UPPER LEVEL FACILITY PLAN80EF1040376

ELECTRICAL LOWER LEVEL FACILITY PLAN80EF1030375

ELECTRICAL ROOF LEVEL PROCESS PLAN80EP1050374

ELECTRICAL UPPER LEVEL PROCESS PLAN80EP1040373

ELECTRICAL LOWER LEVEL PROCESS PLAN80EP1030372

PLUMBING ISOMETRICS80P9001371

PLUMBING ROOF PLAN80P1050370

PLUMBING UPPER LEVEL PLAN80P1040369

PLUMBING LOWER LEVEL PLAN80P1030368

PLUMBING UNDER FLOOR PLAN80P1020367

HVAC SECTION80M3001366

HVAC ROOF PLAN80M1050365

HVAC UPPER LEVEL PLAN80M1040364

HVAC LOWER LEVEL PLAN80M1030363

MECHANICAL SECTION80D3003362

MECHANICAL SECTIONS80D3002361

MECHANICAL SECTIONS80D3001360

MECHANICAL UPPER LEVEL PLAN80D1040359

MECHANICAL LOWER LEVEL PLAN80D1030358

ARCHITECTURAL SCHEDULES80A6001357

ARCHITECTURAL SECTIONS80A3001356

ARCHITECTURAL ELEVATIONS80A2002355

ARCHITECTURAL ELEVATIONS80A2001354

ARCHITECTURAL ROOF PLAN80A1050353

ARCHITECTURAL UPPER LEVEL PLAN80A1040352

ARCHITECTURAL LOWER LEVEL PLAN80A1030351

STRUCTURAL BEAM REINFORCEMENT80S5001350

STRUCTURAL ENLARGED PLAN AND SECTIONS80S4001349

STRUCTURAL SECTIONS80S3002348

STRUCTURAL SECTIONS80S3001347

STRUCTURAL UPPER LEVEL PLAN80S1050346

STRUCTURAL INTERMEDIATE LEVEL PLAN80S1040345

STRUCTURAL LOWER LEVEL PLAN80S1030344

80 - DIGESTER FACILITY

ELECTRICAL PROCESS PLAN70EP1030343

MECHANICAL SECTIONS70D3001342

MECHANICAL PLAN70D1030341

STRUCTURAL PLAN AND SECTION70S1030340

70 - RECLAIMED WATER TANK

SHEET TITLE/DESCRIPTIONSUB SHEETSHEET

Expires

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

ROSINSKI

KATARZYNA

77237

)li vi

C( r e en ig nE la noisseforP d er et si g e

R

Expires 12-31-2025

6-1 6-2

O T D

A T

E

P L

O T T

IM

E

/1

/2

:1

: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

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 \G

E N \0

G

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

ABBREVIATIONS

FLOW STREAMS ARE IDENTIFIED ON THE PIPE SCHEDULE.1.

NOTES:

K GRIEBEL

R COWAN ABBREVIATIONS

GENERAL

01G0005

NON POTABLE WATERNPW

NUMBERNO., #

NORTH, NORTHINGN

N

MASONRY OPENINGMO

MINIMUMMIN

MECHANICALMECH

MOTOR CONTROL CENTERMCC

MAXIMUMMAX

MOTORM

M

LEVEL SWITCH LOWLSL

LEVEL SWITCH HIGHLSH

LOW VOLTAGE PANEL, LOW POINTLP

LONG LEG VERTICALLLV

LEVEL INDICATOR TRANSMITTERLIT

LINEAR FEETLF

LEVEL ELEMENTLE

LOCAL CONTROL STATIONLCS

LOCAL CONTROL PANELLCP

LENGTHL

L

INFLUENTINF

INVERT ELEVATIONIE

INSTRUMENTATION AND CONTROLI&C

I

HEATING, VENTILATION AND AIR CONDITIONINGHVAC

HORSE POWER, HIGH POINTHP

HORIZONTALHORIZ

H

GYPSUM WALL BOARDGWB

GRITGRT

GREASEGRS

GENERATORGEN

GALVANIZEDGALV

G

FEETFT

FIBERGLASS REINFORCED PLASTICFRP

FLANGE(D)FL, FLG

FLOW INDICATOR TRANSMITTERFIT

FINISH FLOORFF

FIRE EXTINGUISHERF. EXT

FLOOR DRAINFD

FURNISHED BY VENDORFBV

F

EACH WAYEW

EQUIPMENTEQPT

EQUALEQ

ELECTRIC, ELECTRICALELEC

ELEVATIONEL

EACH FACEEF

EACHEA

EAST, EASTINGE

E

DRAWINGSDWG

DIGITAL POWER METERDPM

DISTRIBUTION PANEL DP

DOWNDN

DEMILITARIZED ZONEDMZ

DUCTILE IRON PIPEDIP

DIAMETERDIA

DRAIND, DR

D

COORDINATECOORD

CONTINUED, CONTINUOUS, CONTINUATIONCONT

CONCRETE CONC

COLUMNCOL

CONCRETE MASONRY UNITCMU

CORRUGATED METAL PIPECMP

COLD DRINKING WATERCDW

CLEARCLR

CENTERLINECL

C

BYPASSBYP

BOTTOMBTM

BORE HOLEBH

B

ABUSE-RESISTANT GWBARWB

ARCHITECTURALARCH

ARIZONA PUBLIC SERVICEAPS

AIR, LOW PRESSUREALP

ALUMINUMAL

ANALYZER INDICATOR TRANSMITTERAIT

ABOVE FINISH FLOORAFF

ANALYZER ELEMENTAE

ADDITIONALADD'L

AERATION BASINAB

A

AT@

SYMBOLS

WASTEWATER TREATMENT PLANTWWTP

WATER SURFACE, WATERSTOP, WELDED STEELWS

WASTE RECLAMATION PLANTWRP

WATER RESISTANT GWBWRB

WIDE FLANGEWF

WITHW/

W

VARIABLE FREQUENCY DRIVEVFD

VERTICALVERT

V

ULTRA VIOLETUV

UNINTERRUPTIBLE POWER SUPPLYUPS

UNLESS OTHERWISE NOTEDUON

UNIVERSAL LOGIC PLUGULP

U

TYPICAL TYP

TOP OF WALLTOW

TOP OF SLABTOS

TOP OF FOUNDATIONTOF

TOP OF CONCRETETOC

TOP OF T.O.

TOP AND BOTTOMT&B

T

SOLENOID VALVESV

STRUCTURE, STRUCTURALSTRUCT

STATIONSTA

STAINLESS STEELSST

SANITARY SEWER MANHOLESSMH

SANITARY SEWERSS

SQUARESQ

SURGE PROTECTION DEVICESPD

SPACE OR SPACESSP

SIMILARSIM

SHOULDERSHLDR

SIGHT DISTANCESD

SCHEDULEDSCHD

SEPTAGESEP

S

RECLAIMED WATER, OVERFLOWSRW/OF

RECLAIMED WATERRW

RAILROADRR

ROUGH OPENING RO

REQUIREDREQD

REINFORCED, REINFORCING, REINFORCEREINF

RADIUSR

R

POINT OF VERTICAL TANGENCYPVT

POINT OF VERTICAL INTERSECTIONPVI

POINT OF VERTICAL CURVATUREPVC

POINT OF TANGENCYPT

PRESSURE SWITCHPSH

PUMP STATIONPS

POLYMERPOLY

POINT OF ENDINGPOE

POINT OF BEGINNINGPOB

PLATE (STEEL)PL

PREMOULDED JOINT FILLERPJF

PRESSURE INDICATING TRANSMITTERPIT

POINT OF INTERSECTIONPI

POINT OF CURVATUREPC

PRE-ENGINEERED METAL BUILDINGPEMB

PLANT DRAIN PUMP STATIONPDPS

P

OVERHEADOVH

OUTSIDE DIAMETEROD

ON CENTERO.C.

O

Expires

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

ROSINSKI

KATARZYNA

77237

)li vi

C( r e en ig nE la noisseforP d er et si g e

R

Expires 12-31-2025

6-1 6-2

O T D

A T

E

P L

O T T

IM

E

/1

/2

:1

: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

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 \G

E N \0

G

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

SECTION, DETAIL

WHERE TAKEN

WHERE TAKEN

WHERE SHOWN

OR

DESIGNATION

SECTION, DETAIL AND VIEW

ON DRAWING WHERE DETAIL IS DRAWN:

WHERE TAKEN

(NUMERAL) DESIGNATION

SECTION OR PHOTO (LETTER) OR DETAIL

(NUMERAL) DESIGNATION

SECTION OR VIEW (LETTER) OR DETAIL

ON DRAWING WHERE DETAIL IS TAKEN:

A

OR VIEW NAME

SCALE: AS DESIGNATED

FACILITY DESIGNATION

FACILITY DESIGNATION, SEE LIST BELOW

XXXC0001

XXM0001 XXM0001

XXM0001

COVERED STORAGE

COMPOST FACILTY

DEWATERING AND RECLAIMED WATER PS

DECANT THICKENER DIGESTER

PROCESS BUILDING

PROCESS TANKS

ODOR CONTROL

HEADWORKS

VAULT WASTE/SEPTAGE RECEIVING

MAINTENANCE BUILDING

ADMINISTRATION BUILDING

INSTRUMENTATION AND CONTROL

ELECTRICAL SITE

YARD PIPING

CIVIL

GENERAL

SUB SHEET NUMBER DESIGNATION

INDICATES DRAWING TYPE

WHERE SHOWN

SUB SHEET NUMBER

K GRIEBEL

R COWAN LEGEND

GENERAL

01G0010

Y

X

S

P

N

M

L

I

G

FP

EL

EP

E

D

C

A

DEMOLITION

STRUCTURAL

PLUMBING

INSTRUMENTATION AND CONTROL

HVAC

LANDSCAPE

IRRIGATION

GENERAL

FIRE PROTECTION

LIGHTING PLAN

POWER PLAN

ELECTRICAL

PROCESS

CIVIL

ARCHITECTURE

YARD PIPING

4005-505

STANDARD DETAIL DESIGNATION

ON DRAWING WHERE DETAIL IS TAKEN:

IN A SEPARATE VOLUME)

(THESE DETAILS ARE PROVIDED

STANDARD DETAIL DESIGNATION

6000 SERIES

5000 SERIES

4000 SERIES

3000 SERIES

2000 SERIES

1000 SERIES

SCHEDULE

DETAIL

ENLARGED PLAN

SECTION

ELEVATION

PLAN

INDICATES DISCIPLINE(S):

Expires

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

ROSINSKI

KATARZYNA

77237

)li vi

C( r e en ig nE la noisseforP d er et si g e

R

Expires 12-31-2025

6-1 6-2

157.7

H

E

8" PE

OC

OE

P L

O T D

A T

E

P L

O T T

IM

E

-J

U N -2

:5

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 \G

E N \0

C

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

CIVIL LEGEND

SPOT ELEVATION

CONTOUR LINE

DRAINAGEWAY OR DITCH

158.5

EMBANKMENT AND SLOPE3:1

SIGNOR

MANHOLE

POST OR GUARD POST

UTILITY POLE

POINT OF INTERSECTION

SURVEY CONTROL POINT OR

CENTER LINE, BUILDING, ROAD, ETC.

LOCATION POINT - COORDINATES

STRUCTURE, BUILDING OR FACILITYN 1000.00

E 1000.00

LIGHT POLE

TREE

FIRE HYDRANT

STRUCTURE, BUILDING OR FACILITYOR

ASPHALT CONCRETE PAVEMENT

GRAVEL SURFACING

OR

DEMOLITIONOROR

CHAIN LINK FENCE

CULVERT

CATCH BASIN OR INLET

TRENCH DRAIN

ELECTRICAL MANHOLE

ELECTRIC HANDHOLE

BENCH MARK

PROPERTY LINE

STAGING OR WORK AREA LIMITS

CONCRETE PAVEMENT

CURB

CURB AND GUTTER

DOUBLE SWING GATE

THIS CONTRACTEXISTING

OR

OR

BM

CB CB

D S

H

E

EXISTING THIS CONTRACT

INDICATOR POST VALVE

FLEXIBLE COUPLING

YARD PIPING LEGEND

PIPING < 30" DIAMETER

EXISTING PIPE TO BE ABANDONED

EXISTING PIPE TO BE REMOVED

X = NO. IN SPECIFICATIONS

NON-FREEZE HOSE VALVE (V-X)

X = NO. IN SPECIFICATIONS

NON-FREEZE HOSE VALVE WITH HOSE RACK (V-X)

GATE VALVE AND VALVE BOX

BUTTERFLY VALVE AND VALVE BOX

PLUG VALVE AND VALVE BOX

90° ELBOW UP

90° ELBOW DOWN

CONCENTRIC REDUCER

CAP OR PLUG

NOMINAL PIPE DIAMETER

8" PE

PIPE USE IDENTIFICATION

CLEANOUT

FIRE HYDRANT

BEND < 90° UP

BEND < 90° DOWN

PIPING 30" DIAMETER

GENERAL YARD PIPING AND UTILITIES NOTES:

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

GENERAL SITE NOTES: ELECTRICAL DUCTBANK

ELECTRICAL UNDERGROUND

UNDERGROUND TELECOM

NATURAL GAS

SEWER LINE

WATER LINE

ELECTRICAL OVERHEAD

EROSION CONTROL LEGEND

COVER PRACTICES SYMBOL

CHECK DAMS

FILTER FENCE

CONSTRUCTION ENTRANCE

OUTLET PROTECTION / RIPRAP

OVERHEAD ELECTRIC

COMMUNICATION

OVERHEAD

RIPRAP

6.

5.

4.

3.

2.

1.

K ARCHER

D PETERSON

B GYAOUROVA CIVIL LEGEND

GENERAL

01C0001

THE SITE. CONTRACTOR TO SUBMIT EROSION CONTROL PLAN.

CONTRACTOR SHALL TAKE ALL OTHER MEASURES TO POSITIVELY PRECLUDE EROSION MATERIALS FROM LEAVING

MINIMUM REQUIRED.

CONSTRUCTION. EROSION CONTROL DEVICES CONSTRUCTION ENTRANCE, CHECK DAM, AND SILT FENCE ARE THE

CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL DEVICES DURING

SHALL BE COVERED WITH GRASS.

UNLESS SHOWN ON THE LANDSCAPING PLANS, ALL DISTURBED AREAS NOT RECEIVING A HARD SURFACE

SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.

ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.

THE SITE AT ALL TIMES.

PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AND PROHIBIT ANIMALS FROM ENTERING

ON-SITE STORAGE OF MATERIALS.

STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS AND

EDGE OF PAVEMENT.

COORDINATES AND DIMENSIONS SHOWN FOR ROADWAY IMPROVEMENTS ARE TO FACE OF CURB OR

FOR LOCATION OF CONTROL POINT ON STRUCTURES, SEE STRUCTURAL DRAWINGS.

MONUMENT(S) IN A TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE.

DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL

MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES WHICH ARE

VERTICAL DATUM: NAVD88 GEOID18

HORIZONTAL DATUM: ARIZONA CENTRAL ZONE SPC NAD83 (CORS2011)

NEW FINISH GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.

EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED.

EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION.

EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY

ADDITIONAL MAPPING HAS BEEN ADDED FROM AS-BUILT DATA AND SUPPLEMENT SURVEY FROM NATIONAL PARK SERVICE.

SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE BASE MAPS PROVIDED BY ANDERSON PERRY.

NO SCALE

ALL PIPES SHALL BE BURIED BELOW FROST DEPTH OF 30".

SEWER MAIN.

PROTECTION PROVIDED A POTABLE WATER PIPE MAY BE PLACED UP TO 2 FEET HORIZONTALLY AND 2 FEET BELOW THE

WATER AND SEWER MAINS IN AT LEAST 6 INCHES OF CLSM FOR AT LEAST 10 FEET BEYOND THE AREA COVERED. WITH EXTRA

WATER PIPE SHALL NOT CROSS BELOW THE SEWER MAIN. EXTRA PROTECTION SHALL CONSIST OF ENCASING BOTH THE

DISTANCE FROM THE SEWER MAIN, AND WITHIN 2 FEET VERTICAL DISTANCE FROM THE TOP OF THE SEWER MAIN. THE

UNLESS EXTRA PROTECTION IS PROVIDED, A POTABLE WATER PIPE SHALL NOT BE PLACED WITHIN 6 FEET, HORIZONTAL

BACTERIOLOGICALLY TESTED, AS SPECIFIED.

ALL NEW WATER PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, CHLORINATED AND

ALL PIPES SHALL HAVE A CONSTANT SLOPE BETWEEN INVERT ELEVATIONS UNLESS A FITTING IS SHOWN.

NEW PIPING AND EQUIPMENT ARE SHOWN HEAVY-LINED.

EXISTING PIPING AND EQUIPMENT ARE SHOWN SCREENED AND/OR LIGHT-LINED.

PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION.

CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION PRIOR TO EXCAVATION.

EXISTING UNDERGROUND UTILITIES OBTAINED FROM AS-BUILTS AND FROM FIELD SURVEY.

6-2 3-2

O T D

A T

E

P L

O T T

IM

E

/1

/2

:1

:4

P

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 \G

E N \0

N

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

LINE LEGEND

INTERFACE SYMBOLS

SELF CONTAINED VALVE &

EQUIPMENT TAG NUMBERS

INSTRUMENT IDENTIFICATION

EXAMPLE SYMBOLS

SPECIAL CASES

ANALYZERS

FIELD MOUNTED INSTRUMENT

PANEL MOUNTED INSTRUMENT

ON AND OFF EVENT LIGHTS

UVT

TURB

TSS

PH

ORP

NO3

LEL

INT

DO

CL

= AIR RELEASE VALVE

= AIR AND VACUUM RELEASE VALVEAVRV

= GATE

= EJECTOR

= LEVEL CONTROL VALVE

= FLOW CONTROL VALVE

E

FCV

G

LCV

= MECHANICAL EQUIPMENT

= PUMP

= PRESSURE CONTROL VALVE

= RUPTURE DISK

= PRESSURE RELIEF VALVE

= TANK

M

P

PCV

PSE

PSV

T

= TEMPERATURE CONTROL VALVE

= UNIT PROCESS NUMBER

= LOOP NUMBER

= UNIT NUMBER

TCV

W

X

Y

ARVD:

N N

CONTINUATION N=1,2,3,ETC

PROCESS OR SIGNAL LINE

EXTERNAL PROCESS

INTERFACE TO OR FROM

WAS

WA D

W

A

D

S

= DESTINATION DRAWING NO.

= SOURCE DRAWING NO.

= SOURCE UNIT PROCESS NO. (1 OR 2 DIGITS)

= INTERFACE NO. (2 DIGITS)

= PROCESS INTERFACE

= SIGNAL INTERFACE

CONNECTING LINES

PROCESS (OPEN CHANNEL)

PULSE FREQUENCY SIGNAL

PNEUMATIC SIGNAL

FILLED SYSTEM SIGNAL

HYDRAULIC SYSTEM SIGNAL

PULSE DURATION SIGNAL

NETWORK

LINES

NON-CONNECTING

REPRESENTED)

SIGNALS

THE NUMBER OF

NUMBER INDICATES

(PARENTHETICAL

PARALLELING LINES

FACILITY BOUNDARY

BUILDING OR

(4 TO 20 mAdc, ETC.)

ANALOG SIGNAL

(ON/OFF, ETC.)

DISCRETE SIGNAL

PF

PD

(3)

(3)

(8)

ALTERNATE FLOW STREAM)

DASHED LINE INDICATES

PROCESS (CLOSED CONDUIT,

DESIGNATIONS)

SETS OF UNITS WITH THE SAME W-X

SET NUMBER (USED WHEN THERE ARE MULTIPLE

CLARIFYING ABBREVIATIONS

UNITS WITH THE SAME W DESIGNATIONS)

UNIT NUMBER (USED WHEN THERE ARE MULTIPLE

LOOP NUMBER

ET

DISCRETE POINT

ANALOG POINT

ABBREVIATIONS

FIBER OPTICFO MB

E ETHERNET

MODBUS

? 9# - POSITION

? 8# - ANALYTICAL

? 7# - FLOW

? 6# - PRESSURE

? 5# - LEVEL

• 5-9 - INTRUMENTATION

• 2-4 - AUXILIARY ELEMENTS

• 1 - MAIN PROCESS ELEMENT

• 0 - OVERVIEW- NO INSTRUMENTATION

? T - TYPE

• NUMBER DESIGNATION BASED ON PROCESS COMPLEXITY

• 100 TO 999, 10-99, 1-9

? PPP - PROCESS NUMBERING SCHEME

? A - AREA NUMBER

• TYPICALLY, 2-TO-6-DIGIT NUMBER BASED ON PROCESS COMPLEXITY.

2. APPPT#-LOOP NUMBERING

1. XXX - PREFIX PER ISA 5.1 IS A STANDARD FOR INSTRUMENT PREFIXES THAT INDICATE A CODE OF EQUIPMENT.

? ZZZ- SUFFIX

? APPPT#-- LOOP NUMBER

? XXX- PREFIX

• XXX-APPPT#-ZZZ

P&ID TAG NUMBER CONSISTS OF 3 MAIN PARTS.

LIGHTS

OPENED AND CLOSED POSITION

SWITCHES

OPENED AND CLOSED POSITION

POWER AFTER POWER FAILURE).

DEVICE WILL RESTART ON RETURN OF

CONTACT SWITCH (CONTROLLED

ON-OFF HAND SWITCH. MAINTAINED

OF POWER AFTER POWER FAILURE)

DEVICE WILL NOT RESTART ON RETURN

CONTACT SWITCHES (CONTROLLED

STOP-START HAND SWITCH MOMENTARY

MOUNTED ANNUNCIATOR

ANNUNCIATOR WINDOW IN PANEL

MOUNTED ANNUNCIATOR

COMMON ALARM OUTPUT OF PANEL

MOMENTARY CONTACT SWITCHES.

OPEN-CLOSE HAND SWITCH.

MAINTAINED CONTACT SWITCHES.

OPEN-STOP-CLOSE HAND SWITCH.

MAINTAINED CONTACT SWITCHES.

LOCAL-REMOTE HAND SWITCH.

NOTE 5

ETHERNET POINT

GENERAL SHEET NOTES

ETHERNET/IP, OR DO-MORE ETHERNET RIO.

COVERS BUT NOT LIMITED TO MODBUS TCP/IP, 5.

STARTER BUCKETS WILL HAVE ON/OFF LIGHTS.

ALTHOUGH NOT SHOWN ON P&ID/S, ALL MCC 4.

PROJECT.

ALL OF THIS INFORMATION MAY BE USED ON THIS

THIS IS A STANDARD LEGEND. THEREFORE, NOT 3.

UNDER DIVISION 26, ELECTRICAL.

DOUBLE ASTERISK ( ) ARE TO BE PROVIDED

COMPONENTS AND PANELS SHOWN WITH A 2.

PACKAGE SYSTEM.

ASTERISK ( ) ARE TO BE PROVIDED AS PART OF A

COMPONENTS AND PANELS SHOWN WITH A SINGLE 1.

ULTRAVIOLET TRANSMITTANCE

TURBIDITY

TOTAL SUSPENDED SOLIDS

POTENTIAL OF HYDROGEN

OXYDATION REDUCTION POTENTIAL

NITRATE

LOWER EXPLOSIVE LIMIT

ULTRAVIOLET INTENSITY

DISSOLVED OXYGEN

FREE CHLORINE RESIDUAL

D THOMAS

D ATURALIYE

AND CONTROL

LEGEND

J BOSS INSTRUMENTATION

GENERAL

01N0001

ZS

ZI

ZCS

ZCO

ZCC

YL

XC

WST

WIT

WI

VT

VI

VFD

V

UV

UA

TSL

TSH

TK

TIT

TI

TE

TAH

SW

SV

STR

SP

SMP

SLG

SI

SG

SCN

SCL

SC

SC

RW

RDT

PW

PSL

PSH

PRV

PMP

PMP

PIT

PT

PI

PE

PB

PAH

PAL

NI

NE

NC

MX

MSH

MEM

MAH

M

LT

LSLL

LSL

LSHH

LSH

LIT

LI

LE

LCP

LAL

LAHH

LAH

KGV

JL

INT

HYPO

HSR

HSA

HS

HCL

FV

FT

FSH

FS

FQI

FL

FIT

FI

FE

FCV

FBD

FAH

ETM

ESEW

ES

EEW

DRY

CTR

CMP

CKV

CIT

CA

B

AVRV

ARV

AIT

AI

AE

ACP

PREFIX

NO

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

NO

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

NO

PROCESS

YES

YES

YES

YES

NO

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

NO

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

NO

INSTRUMENTATION

DI

AI

DO

DO

DO

NO

DO

N/A

AI

AI

N/A

AI

N/A

N/A

N/A

N/A

DI

DI

N/A

AI

AI

N/A

DI

N/A

N/A

N/A

N/A

N/A

N/A

AI

N/A

N/A

N/A

N/A

AO

N/A

N/A

N/A

DI

DI

N/A

N/A

N/A

AI

AI

N/A

N/A

N/A

N/A

N/A

DI

DO

DI

N/A

DI

N/A

N/A

N/A

AI

DI

DI

DI

DI

AI

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

DI

DI

N/A

N/A

N/A

AI

DI

N/A

DI

N/A

AI

N/A

N/A

N/A

N/A

N/A

N/A

N/A

DI

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

AI

N/A

N/A

N/A

I/O

POSITION SWITCH

POSITION INDICATOR

POSITION COMMAND STOP

POSITION COMMAND OPEN

POSITION COMMAND CLOSE

RUNNING

START/STOP COMMAND

WASTE

WEIGHT INDICATING TRANSMITTER

WEIGHT INDICATOR

VIBRATION TRANSMITTER

VIBRATION INDICATOR

VARIABLE FREQUENCY DRIVE

VALVE

ULTRAVIOLET

MULTIVARIABLE ALARM

TEMPERATURE SWITCH LOW

TEMPERATURE SWITCH HIGH

TANK

TEMPERATURE INDICATING TRANSMITTER

TEMPERATURE INDICATOR

TEMPERATURE EMITTER

TEMPERATURE ALARM HIGH

SOFTENED WATER

SOLENOID VALVE

STRAINER (MANUAL)

SUMP PUMP

SUMP

SLUDGE

SPEED INDICATION

SLIDE GATE

SCREEN

WEIGHT SCALE

SLUDGE COLLECTOR

SPEED COMMAND

RAW WATER

ROTARY DRUM THICKENER

PERMEATE WATER

PRESSURE SWITCH LOW

PRESSURE SWITCH HIGH

PRESSURE REGULATING/RELIEF VALVE

PUMP

AUX. PUMP (i.e. CHEM INJECTION)

PRESSURE INDICATING TRANSMITTER

PRESSURE TRANSMITTER

PRESSURE INDICATION

PRESSURE ELEMENT

PUSHBUTTON

PRESSURE ALARM HIGH

PRESSURE ALARM LOW

RUN STATUS

RUN ENABLE

GENERATOR CALLED TO RUN

MIXER

MOISTURE INDICATION HIGH

MEMBRANE

MOISTURE ALARM HIGH

MOTOR

LEVEL TRANSMITTER

LEVEL SWITCH LOW LOW

LEVEL SWITCH LOW

LEVEL SWITCH HIGH HIGH

LEVEL SWITCH HIGH

LEVEL INDICATING TRANSMITTER

LEVEL INDICATION

LEVEL ELEMENT

MASTER CONTROL PANEL

LEVEL ALARM LOW

LEVEL ALARM HIGH HIGH

LEVEL ALARM HIGH

KNIFEGATE VALVE

POWER TRANSMITTER

UV INTENSITY

SODIUM HYPOCHLORITE

HAND SWITCH REMOTE

HAND SWITCH AUTO

HAND SWITCH

HYDROCHLORIC ACID

AUTOMATED OPEN/CLOSE VALVE

FLOW TRANSMITER

FLOW SWITCH HIGH

FLOW SWITCH

FLOW TOTALIZE INDICTOR

FLOCCULATORS

FLOW INDICATING TRANSMITTER

FLOW INDICATOR

FLOW ELEMENT

AUTOMATED MODULATING FLOW CONTROL VALVE

FINE BUBBLE DIFFUSION SYSTEM

FLOW ALARM HIGH

ELAPSE TIMER METER

EYE WASH SHOWER-EYE WASH

ELECTRICAL SWITCH

EMERGENCY EYE WASH

DRYER

MOTOR CYCLE COUNTER

COMPRESSOR

CHECK VALVE

CITRIC ACID SYSTEM

COMPRESSED AIR

BLOWER

AIR/VACUUM COMBO RELEASE VALVE

AIR RELEASE VALVE

ANALYTICAL INDICATING TRANSMITTER

ANALYTICAL INDICATOR

ANALYTICAL ELEMENT

ACCESS CONTROL PANEL

DESCRIPTION

D-W-X-Y

XXX

AIT

OC

ZS

HS

OO

HS

SS

YA

ANN

ANN

YA

ZL

OC

YL

OO

YL

TT

FIT

WWW-XY

LR

HS

HS

HS

OC

OSC

NO SCALE

-2

0-

O T D

A T

E

P L

O T T

IM

E

/1

/2

:1

:4

P

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 \G

E N \0

N

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

VALVE SYMBOLS MISCELLANEOUS SYMBOLS PUMP AND COMPRESSOR SYMBOLS

GATE SYMBOLS

ACTUATOR SYMBOLS

PRIMARY ELEMENT SYMBOLS

S

K

V

GATE

KNIFE GATE

GLOBE

VEE- BALL

PLUG

DIAPHRAGM

PINCH

NEEDLE

BALL

SWING CHECK

BALL CHECK

SAMPLE

MUD

BUTTERFLY

PRESSURE RELIEF

AIR AND/OR VACUUM RELEASE

PRESSURE CONTROL

TELESCOPE

ECCENTRIC PLUG

SEAT PORT

REGULATED SIDE

INDICATED FLOW PATTERN.

SEAT PORTS ARE IMPLIED BY

ARROWS INDICATE FLOW PATTERN.

VALVE SYMBOL SHOWN).

VALVE TYPES, APPROPRIATE

(BALL VALVE SHOWN. FOR OTHER

MULTI-PORT VALVES

SLUICE

BUTTERFLY

FLAP

FABRICATED SLIDE

SHEAR

M

H

S

E/H

XX

XX

XX

XX

XX

XX

XX

SOLENOID

ELECTRIC MOTOR

HYDRAULIC

ELECTROHYDRAULIC

MANUAL

NOTE:

XX:

SPRING-OPPOSED

PNEUMATIC DIAPHRAM

ACTUATED BY ONE INPUT

SINGLE OR DOUBLE ACTING

PNEUMATIC CYLINDER

SPRING-OPPOSED

DOUBLE ACTING

PNEUMATIC DIAPHRAM

FLP

FC

FO = FAIL OPEN

= FAIL CLOSED

= FAIL TO LAST POSITION

MPARSHALL FLUME

WEIR

ROTAMETER

LEVEL (FLOAT)

LEVEL (ULTRASONIC)

FLOWMETER

ELECTROMAGNETIC

LE

CHEMICAL FEED PUMP

CHOPPER PUMP

PISTON PUMP

EJECTOR

PROGRESSIVE CAVITY PUMP

SUBMERSIBLE SUMP PUMP

COMPRESSOR (PISTON)

BLOWER OR FAN

COMPRESSOR (CENTRIFUGAL)

(CENTRIFUGAL)

XX: ADJUSTABLE SPEED

CONSTANT SPEED (SINGLE SPEED)

CONSTANT SPEED (TWO SPEED)

AS

CS-2

CS

NOTE:

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

(DRY PIT)

CENTRIFUGAL PUMP

PUMP OR TURBINE PUMP

CENTRIFUGAL WET PIT

(POSITIVE DISPLACEMENT)

GEAR PUMP OR BLOWER

M

DIAPHRAGM SEAL

BLIND FLANGE

AIR GAP

VENT TO ATMOSPHERE

AERATOR

PLUG

RECEPTACLE

TV CAMERA

RADIO ANTENNA

FLEXIBLE CONNECTOR

PULSATION DAMPENER

FLUSHING CONNECTION

ANNULAR DIAPHRAGM SEAL

MIXER

ELECTRIC MOTOR

120 VOLT, 60 HZ POWER

480 VOLT, 60 HZ POWER

RUPTURE DISK (PRESSURE)

RUPTURE DISK (VACUUM)

SEAL WATER SET

PURGE SET

W

A

SEE

:X = WATER

= AIR

AIR SET

IN PSIG.

XX= SUPPLY PRESSURE

X

XX

TV

SS

SD

D

A

V

120V

480V

F

S

HOSE ADAPTOR

OR HYDRAULIC)

(PNEUMATIC, ELECTRICAL

ON LOSS OF PRIMARY POWER

FLOATING DECANTER

AIR SUPPLY

SELF CONTAINED

(DIPPER TYPE)

COMPOSITE SAMPLER

(SUCTION TYPE)

COMPOSITE SAMPLER

PRESSURE GAUGE

BACKDRAFT DAMPER

CENTRIFUGAL PUMP

VERTICAL INLINE MULTISTAGE

LS

LEVEL (RADAR)

PRESSURE TRANSDUCER

SUBMERSIBLE

PERISTALTIC PUMP

Y-STRAINER

AUDIBLE ALARM

QUICK DISCONNECT

BACKFLOW PREVENTER

FLOW STREAM IDENTIFCATION

D THOMAS

D ATURALIYE

AND CONTROL

LEGEND

J BOSS INSTRUMENTATION

GENERAL

01N0002

WASTE ACTIVATED SLUDGEWAS

NON-POTABLE WATER OR BACKFLOW-PREVENTED POTABLE WATERW2 (NPW)

POTABLE WATERW1

LABORATORY VACUUMVAC

VENT OR VENT THROUGH ROOF (SANITARY)V/VTR

VENTV

UV INFLUENTUVI

UV EFFLUENTUVE

TEPID WATER RETURNTWR

TEPID WATERTW

SANITARY SEWERSS

SUMP PUMP DISCHARGESPD

SODIUM HYPOCHLORITESHC

STORM DRAINSD

SUPPLEMENTAL CARBONSC

SAMPLESA

RECLAIMED WATER LOW PRESSURERWL

RECLAIMED WATER HIGH PRESSURERWH

RECLAIMED WATERRW

RAW SEWAGERS

REVERSE OSMOSIS SUPPLYROS

REVERSE OSMOSIS RETURNROR

REFRIGERANT - LIQUIDRL

REFRIGERANT - GASRG

RETURN ACTIVATED SLUDGERAS

PUMPED DRAINPMPD

PERMEATEPER OR PERM

PLANT EFFLUENTPE

PROCESS DRAINPD

PROCESS AIRPA

OVERFLOWOF

NON-POTABLE WATER OR BACKFLOW-PREVENTED POTABLE WATERNPW (W2)

MAGNESIUM HYDROXIDEMHO

IRRIGATION WATERIRR

INSTRUMENT AIRIA

HOT WATER 132F (POTABLE)HW

GRIT SLURRYGS

FOUL AIRFA

DIGESTED SLUDGEDS

DRAINDR

DECANTDEC

CONDENSATE DRAINCD

CITRIC ACIDCA

BYPASSBYP

BUNKER AIRBA

ACID WASTE / ACID VENTAW/AV

FI

PI

LE

NO SCALE

-2

0-

SPECIAL INSPECTIONS, COORDINATION, SUPERVISION, OR SAFETY AT THE JOB SITE.

ENGINEER IS GUARANTOR OF CONSTRUCTOR’S WORK, NOR RESPONSIBLE FOR THE COMPREHENSIVE OR

VISITS TO THE JOB SITE BY THE ENGINEER TO OBSERVE THE CONSTRUCTION DO NOT IN ANY WAY MEAN THAT 6.

APPROVED IN WRITING BY THE CONTRACTING OFFICER.

DO NOT CUT OR MODIFY STRUCTURAL MEMBERS FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED OR 5.

COORDINATE PIPING OPENINGS WITH OTHER DISCIPLINE DRAWINGS.

DRAWINGS. COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO PLACING SLABS, WALLS AND FOUNDATIONS.

FOR NUMBER, TYPE, SIZE, ARRANGEMENT, AND/OR LOCATION OF EQUIPMENT PADS, SEE OTHER DISCIPLINE 4.

TO CONSTRUCTION OF THESE ELEMENTS.

VERIFY FINAL OPENING DIMENSIONS IN WALLS, SLABS, AND DECKS WITH OTHER DISCIPLINE DRAWINGS PRIOR 3.

THROUGHOUT THE PROJECT, WHETHER OR NOT THEY ARE INDIVIDUALLY CALLED OUT.

DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS OCCURRING 2.

DISTRIBUTED BY THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME).

FOR ABBREVIATIONS NOT LISTED, SEE ASME Y14.38 “ABBREVIATIONS AND ACRONYMS: PUBLICATION AS 1.

SHOWN PRIOR TO STARTING WORK

NOTIFY CONTRACTING OFFICER IF CONDITIONS VARY FROM THAT AFFECTED BY THE EXISTING STRUCTURE.

ELEVATIONS AND DETAILING OF THE EXISTING STRUCTURES PRIOR TO UNDERTAKING ANY WORK THAT IS

REPRESENT THE AS-CONSTRUCTED CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS, CONSTRUCTION SHOWN REFLECTS AVAILABLE EXISTING DESIGN DOCUMENTS, AND DOES NOT NECESSARILY

INFORMATION (DETAILING, DIMENSIONS, CONFIGURATIONS, AND ELEVATIONS, ETC.) OF EXISTING 7.

P L

O T D

A T

E

P L

O T T

IM

E

/1

/2

:3

:0

P

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 \G

E N \0

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

DESIGN CRITERIA

INSPECTION AND TESTING

GENERAL INFORMATION

FOUNDATIONS

FORMWORK, SHORING, AND BRACING

CONCRETE REINFORCING

S

DS

D1

3500 PSI CONCRETE IS USED, INCREASE ABOVE LENGTHS BY 7 PERCENT.

WHERE 3000 PSI CONCRETE IS USED, INCREASE ABOVE LENGTHS BY 16 PERCENT. WHERE 3.

HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS.

12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR IN ANY SINGLE POUR.

TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 2.

REQUIRED FOR CONCRETE COVER LESS THAN 2”.

LAP LENGTHS ARE BASED ON MINIMUM CONCRETE COVER OF 2”. LONGER LENGTHS ARE 1.

SEE PLANS FOR STRUCTURE SPECIFIC LOADSHYDRAULIC LOADS:11.

SEE PLANS FOR STRUCTURE SPECIFIC LOADSSPECIAL LOADS:10.

DESIGN CRITERIA - CONTINUED

E

2 FT OF SOIL WEIGHT

IN30FROST DEPTH:13.

FOS = 1.10100 YEAR FLOOD ELEVATION

FOS = 1.25NORMAL HIGH GW ELEVATION

FACTOR OF SAFETY FOR UPLIFT RESISTANCE (SOIL FRICTION AND WEDGE FAILURE NOT CONSIDERED):I.

PCF125FILL UNIT WEIGHTH.

25-75 PCI (GRANULAR FILL)

100-250 PCI (BEDROCK)MODULUS OF SUBGRADE REACTIONG.

0.35 (GRANULAR FILL)

0.45 (BEDROCK)COEFFICIENT OF FRICTION:F.

3.3 PASSIVE, Kp

0.44AT REST, Ko

0.28ACTIVE, Ka

EARTH PRESSURE COEFFICIENTS:.

VERTICAL SURCHARGE:D.

0.374

LATERAL FORCE-RESISTING SYSTEMS9.

STRUCTURES HAVE BEEN ANALYZED USING THE EQUIVALENT LATERAL FORCE PROCEDURES OF ASCE 7.

= 1.25IMPORTANCE FACTOR, Ie

= IIIRISK CATEGORY

= BSEISMIC DESIGN CATEGORY

= CSITE CLASS

= 0.114gS

= 0.324gS

DESIGN SPECTRAL RESPONSE ACCELERATIONS

= 0.114gS g= S

MAPPED SPECTRAL RESPONSE ACCELERATIONS

SEISMIC LOADS:8.

REQUIREMENTS:

REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE NOTED, SHALL SATISFY THE FOLLOWING MINIMUM 14.

REFER TO OPENING REINFORCING DETAILS 0330-001 AND 0330-002. 13.

GRADE DURING CONCRETE PLACEMENT IS NOT PERMITTED.

SUPPORTS WITH SPACERS TO KEEP REINFORCING ABOVE THE PREPARED GRADE. LIFTING REINFORCING OFF

REINFORCING STEEL FOR FOOTINGS AND SLABS ON GRADE SHALL BE ADEQUATELY SUPPORTED ON BAR 12.

LOCATE ELEVATED SLAB AND BEAM TOP BAR SPLICES AT MIDSPAN AND BOTTOM BAR SPLICES AT SUPPORTS.11.

REINFORCING STEEL SHOWN OR REQUIRED BY NOTES ABOVE.

MATCHING DOWELS AT WALL ENDS, CORNERS AND INTERSECTIONS WITH SIZE TO MATCH TYPICAL VERTICAL

LAP WITH TOP SLAB REINFORCEMENT. PROVIDE A MINIMUM OF FOUR FULL HEIGHT VERTICAL BARS WITH

LAP VERTICAL WALL BARS WITH DOWELS FROM BASE SLABS AND EXTEND INTO TOP FACE OF ROOF SLABS AND 10.

CONTINUOUS THROUGH COLUMNS OR PILASTERS FOOTINGS.

REINFORCEMENT SHALL BE LAPPED WITH CORNER BARS. ALL WALL FOOTING REINFORCEMENT SHALL BE

FOOTINGS AND LAPPED ON THE OPPOSITE FACE OF THE CONNECTING FOOTING. OUTSIDE FACE WALL FOOTING

WALL FOOTING CORNER AND INTERSECTION REINFORCEMENT BARS SHALL BE EXTENDED INTO CONNECTING 9.

LAPPED ON THE OPPOSITE FACE OF THE CONNECTING WALLS, AS INDICATED IN DETAIL 0330-003.

THROUGH COLUMNS OR PILASTERS. REINFORCEMENT SHALL BE EXTENDED INTO CONNECTING WALLS AND

WALL CORNER AND WALL INTERSECTION REINFORCEMENT BARS SHALL BE CONTINUOUS AROUND CORNERS AND 8.

90 DEGREE BENDS, UNLESS OTHERWISE SHOWN, SHALL BE ACI 318 STANDARD HOOKS.7.

HORIZONTAL WALL REINFORCING SHALL LAP WITH THE CORNER HORIZONTAL REINFORCING.

SIZES AND SPACINGS SHALL BE AS SHOWN ON THE DRAWINGS AND REFERENCED TO THIS DETAIL. TYPICAL

REFER TO WALL CORNER AND WALL INTERSECTION REINFORCING DETAIL 0330-003. WALL CORNER REINFORCING 6.

2 1/2"BEAM AND COLUMN PRIMARY REINFORCING

2”BEAM STIRRUPS AND COLUMN TIES

2”WALLS AND SLABS

CONCRETE EXPOSED TO EARTH, LIQUID, WASHDOWN, OR WEATHER:

1 1/2"BEAM STIRRUPS AND COLUMN TIES

3/4"WALLS, SLABS AND JOISTS

INTERIOR, DRY, HUMIDITY CONTROLLED AREAS:

3”EXPOSED TO OZONE OR OZONATED WATER:

3”WHEN CAST AGAINST EARTH:

CONCRETE COVER FOR REINFORCING, UNLESS SHOWN OTHERWISE, SHALL BE:5.

ON THE DRAWINGS OR BY THE SPECIFICATIONS.

PROVIDE LARGER SIZES AND MORE REINFORCING IN SECTIONS OF CONCRETE WHERE REQUIRED BY THE DETAILS

EACH FACE#5@12” 12”

EACH FACE#4@12” 10”

CENTERED#5@12”8”

CENTERED#4@12”6”

LOCATIONREINF EACH WAYTHICKNESS

MINIMUM REINFORCING FOR CONCRETE WALLS AND SLABS SHALL BE AS FOLLOWS:4.

LESS THAN 1.25.

RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO ACTUAL TENSILE YIELD STRENGTH SHALL NOT BE B.

THAN 18,000 PSI. (RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3000 PSI.)

ACTUAL YIELD STRENGTH BASED ON MILL TESTS SHALL NOT EXCEED SPECIFIED YIELD STRENGTH BY MORE A.

WALL STRUCTURES, REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS:

FOR REINFORCED CONCRETE FRAME MEMBERS AND DESIGNATED BOUNDARY ELEMENTS OF CONCRETE SHEAR 3.

STANDARD PRACTICE” AND ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE”.

FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP-1 “MANUAL OF 2.

ASTM A615, GRADE 60TYPICAL:

REINFORCING STEEL:1.

IBC SECTIONS 110 AND 1704

SPECIFICATION 01 45 33B SPECIAL INSPECTION, OBSERVATION, AND TESTING.

REFER TO AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS. WITH

SPECIAL INSPECTION, TESTING AND OBSERVATION (CONTRACTOR FURNISHED) IS REQUIRED IN ACCORDANCE 4.

PROJECT, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

CONFORMANCE TO SPECIFICATIONS, AND SUBMITTED FOR REVIEW PRIOR TO ACCEPTANCE FOR USE ON THE

SPECIFIED LABORATORY TEST MIXES AND SIMILAR TEST RESULTS TO VERIFY MATERIAL QUALITY AND 3.

CONSTRUCTION WILL BE CONTRACTOR FURNISHED.

SPECIFIED CONCRETE AND MASONRY AND OTHER MATERIAL TESTING RELATED TO SPECIAL INSPECTION DURING 2.

BUILDING OFFICIAL. THE CONTRACTOR SHALL SCHEDULE BOTH INSPECTIONS.

SPECIAL INSPECTION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR INSPECTIONS REQUIRED BY THE 1.

10,000

PCF410PASSIVE:

PCF56AT REST:

PCF36ACTIVE:

EQUIVALENT DRAINED FLUID PRESSURES (ABOVE GW):C.

NOT ENCOUNTEREDNORMAL HIGH GW

GROUND WATER (GW) ELEVATION:B.

4,000 PSF (GRANULAR FILL)

PSF (BEDROCK)NET ALLOWABLE SOIL BEARING PRESSURES:A.

SOIL DESIGN PARAMETERS:12.

(INCLUDES FACTOR OF SAFETY OF 2.0)

(INCLUDES FACTOR OF SAFETY OF 2.0)

RISK

MWFRS DIRECTIONAL PROCEDURE

100 PSF

L/240SNOW LOAD

L/240LIVE LOAD

L/180TOTAL LOAD

DEFLECTION CRITERIA FOR CONTRACTOR DESIGNED ROOF FRAMING MEMBERS:

ON ROOF PLAN(S) FOR UNBALANCED SNOW LOADS AND

2021 INTERNATIONAL BUILDING CODE (IBC)

PSF= 35 FEET IN HEIGHT)UNDER

(WINDOWS, DOORS, LOUVERS, SIDING ETC FOR STRUCTURES

COMPONENT AND CLADDING WALL ELEMENTS

= III CATEGORY

= +/- 0.18INTERNAL PRESSURE COEFFICIENT, GCpi

= CEXPOSURE CATEGORY

MPH (LRFD)= 107BASIC WIND SPEED (3-SECOND GUST)

= ASCE 7 METHOD

WIND LOADS:7.

ACCORDANCE WITH THE BUILDING CODE.

COLUMNS, FOOTINGS, AND FLOOR FRAMING MEMBERS HAVE BEEN DESIGNED FOR REDUCED LIVE LOADS IN

WALKWAYS AND ELEVATED PLATFORMS

100 PSFCORRIDORS, EXITS, STAIRS

200 PSFMECHANICAL ROOM

300 PSFELECTRICAL ROOM

100 PSFOFFICE

FLOOR LIVE LOADS:6.

IBC. STRUCTURES HAVE BEEN DESIGNED FOR REDUCED ROOF LIVE LOADS IN ACCORDANCE WITH THE

= 50 PSF CONCRETE LIDS

PSF SLOPED ROOFS= 20LIVE LOAD

INCREASED DRIFT LOADS.

FOR AREAS WITH SEE SNOW LOAD DIAGRAMS

= 1.1IMPORTANCE FACTOR, ls

= 56 PSF (ASD) CANOPIES AND OPEN STRUCTURES

PSF (ASD) HEATED STRUCTURES= 51MINIMUM FLAT ROOF SNOW LOAD, Pf

= 1.0SLOPE FACTOR, Cs

= 1.2 (CANOPIES AND OPEN STRUCTURES)

= 1.1 (ENCLOSED BUILDINGS)THERMAL FACTOR, Ct

= 1.0SNOW EXPOSURE FACTOR, Ce

PSF (ASD) PER COCONINO COUNTY= 60GROUND SNOW LOAD, Pg

ROOF LOADS:5.

SUPERIMPOSED ROOF MECHANICAL & ELECTRICAL (NON-PROCESS FACILITIES) = 5 PSF

SUPERIMPOSED ROOF MECHANICAL & ELECTRICAL (PROCESS FACILITIES) = 40 PSF

SELF WEIGHT

DEAD LOADS:4.

ALL LOADS SHOWN ARE SERVICE LEVEL (UNFACTORED) UNLESS SPECIFICALLY NOTED OTHERWISE.3.

REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND REQUIREMENTS.2.

AND ASCE 7-16.APPLICABLE CODE: 1.

AND GEOTECHNICAL REPORTS TESTING BORINGS, TEST PITS,

QUALIFIED DESIGNEE. THE TOP OF GRANULAR FILL SHALL BE OBSERVED

OR

COORDINATE WITH VAPOR RETARDER REQUIREMENTS.

PORTION OF FOUNDATION THAT IS ON SOIL SHALL BEAR ON UP TO 18 INCHES OF COMPACTED GRANULAR FILL.

SLABS-ON-GRADE AND WALL AND COLUMN FOUNDATION PARTIALLY BEAR ON UNDISTURBED BEDROCK, OR UNDISTURBED BEDROCK. IF FOUNDATION SLABS, NEW FOUNDATION AND FILLED WITH COMPACTED GRANULAR FILL BETWEEN EXISTING AND NEW CONCRETE.

CONCRETE SHALL BE DEMOLISHED DOWN TO 18 INCHES MINIMUM BELOW THE BEARING ELEVATION OF THE

CLSM OR COMPACTED GRANULAR FILL WITHIN THE INFLUENCE ZONE OF THE NEW FOUNDATION. ALL EXISTING

PARTIALLY DEMOLISHED EXISTING FACILITIES OCCURING UNDER NEW FOUNDATIONS SHALL BE FILLED IN WITH 9.

USE OF EXPLOSIVES IS NOT ALLOWED.8.

ATTAINED 100 PERCENT OF ITS SPECIFIED 28 DAY COMPRESSIVE STRENGTH.

NO BACKFILL SHALL BE PLACED BEHIND CANTILEVERED, FREE TOP WALLS UNTIL THE CONCRETE HAS 7.

COMPLETED.

STRENGTH, OR UNTIL TOP-OF-WALL FRAMING SYSTEMS, INCLUDING STEEL OR WOOD DIAPHRAGMS, HAVE BEEN

TOP SUPPORTING SLAB’S CONCRETE HAS ATTAINED 80 PERCENT OF THEIR SPECIFIED 28 DAY COMPRESSIVE

NO BACKFILL SHALL BE PLACED BEHIND WALLS UNTIL THE WALL'S CONCRETE HAS ATTAINED 100 PERCENT AND 6.

.ANTICIPATED BY THE SITE SPECIFIC

OR REINFORCING STEEL. THE OBSERVATION SHALL VERIFY IF THE ACTUAL EXPOSED SUBGRADE IS AS

PRIOR TO PLACEMENT OF FORMWORK

ELEVATIONS, SHALL BE OBSERVED BY THE CONTRACTING OFFICER AND THE GEOTECHNICAL ENGINEER

FOUNDATION BEARING SURFACES, AT BOTH THE PREPARED SUBGRADE AND TOP OF GRANULAR FILL 5.

COMPACTED GRANULAR FILL.

DOMOLITION AREA AND ARE FOUNDATED ON EXISTING STRUCTURES, SHALL BEAR ON MINIMUM 18 INCHES OF

FOUNDATION SLABS, SLABS-ON-GRADE AND WALL AND COLUMN FOUNDATION THAT ARE LOCATED IN 4.

INCHES OF COMPACTED GRANULAR FILL

FOUNDATION SLAB, SLABS-ON-GRADE AND WALL AND COLUMN FOUNDATIONS SHALL BEAR ON MINIMUM 8 3.

STRUCTURES, ROADS, UTILITIES, ETC.

EXCAVATIONS SHALL BE SHORED TO PREVENT SUBSIDENCE AND DAMAGE TO ADJACENT EXISTING 2.

VILLAGE, ARIZONA, DECEMBER 2024, PREPARED BY SHANNON AND WILSON.

GEOTECHNICAL…