B08_Att_01e_GRCA257282_CD_Drawings_and_Details_Combined_June2025_Part5.pdf

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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.

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87S1030

87S1040

SHEET NOTES

FOR ADDITIONAL INFORMATION.

GROUND SURFACE. SEE GEOTECHNICAL REPORT

BEDROCK IS LOCATED NEAR THE EXISTING 1.

SEE CIVIL

GRADE,

FINISHED

E C B A

TOS

SEE PLAN

TOW

EL 6799.50

TYP, SEE PLAN

HSS COLUMN,

SEE PLAN

WF BEAM, TYP,

0512-042

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0512-001

USE 9" SQ BASEPLATE

FRAME COL BASES,

TYP @ NON-BRACED

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TYP

CONCRETE WALL,

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A

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L A

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TYPICAL

#5@12" EW, EF,

L3 x3 x1 /4

L3x3x1/4

TYP

1'-0"

L3 x3 x1 /4

L3x3x1/4

87S5001

87S5001

TYP

SIM

SEE PLAN

METAL ROOF DECK,

W KOHLER

A FIRTH

SECTION

B CLEGG STRUCTURAL

COMPOST FACILITY

87S3002

TYP

0 2 4 6

1/2"=1'-0"

STRUCTURAL NOTES

NOTE 1 AND GENERAL

BEDROCK, TYP, SEE

FILL OR UNDISTURBED

COMPACTED GRANULAR

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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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87S3001

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(4) 5/8" BOLTS

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1 1/2"

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W KOHLER

A FIRTH

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B CLEGG STRUCTURAL

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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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DOWNSPOUT, TYP

METAL GUTTER AND

GENERAL SHEET NOTES

SNOW RAIL

STRUCTURAL DRAWING 87S1030 AND 87S1040.

FOR ADDITIONAL PLAN INFORMATION, SEE A.

M SHOEMAKER

G KIRSTEN

ROOF PLAN

AND SCHEDULES

M COLLINS ARCHITECTURAL

COMPOST FACILITY

87A1040

0741-412

TYP

HIGH EAVE

0741-411

TYP

LOW EAVE

0741-410

0 4 8 12

1/4"=1'-0"

METAL DECKING

ON COVER BOARD ON

OVER UNDERLAYMENT

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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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1/4"=1'-0"

B

SECTION

1/4"=1'-0"

DETAIL

NTS

SLOPE 1%

4" FA,

FAN-8711

COMPOST FAN 1

FAN-8712

COMPOST FAN 2

FAN-8713

COMPOST FAN 3

FAN-8714

COMPOST FAN 4

FAN-8714

COMPOST FAN 4

BUNKER 1

COMPOST

BUNKER 2

COMPOST

BUNKER 3

COMPOST

BUNKER 4

COMPOST

BUNKER 4

COMPOST

BUNKER 4

COMPOST

BUNKER 4

COMPOST

BUNKER 3

COMPOST

BUNKER 2

COMPOST

BUNKER 1

COMPOST

4" BA, TYP

4" FA

4" FA, TYP

TYP OF 4

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4" CD

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4" FA4" PD

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FAN-8712

COMPOST FAN 2

FAN-8713

COMPOST FAN 3

FAN-8714

COMPOST FAN 4

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4" PD, SEE YARD PIPING

4" BA

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10" FA

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COMPOST FAN 4,

4" DAMPER

FOR CONTINUATION

PIPING DRAWINGS

10" FA, SEE YARD

FOR CONTINUATION

PIPING DRAWINGS

4" PD, SEE YARD

, SIM

6" DAMPER

4" PD

6" FAFOR CONTINUATION

PIPING DRAWINGS

10" FA SEE YARD

RUNNING TRAP

R CAMPBELL

D BRUNKOW

PLAN, SECTIONS AND

DETAIL

G BROWN MECHANICAL

COMPOST FACILITY

87D1030

0 4 8 12

1/4"=1'-0"

PIPING INSIDE BUNKER

AND REMOVAL OF

ALLOW DISASSEMBLY

TYP OF 4 PER FAN TO

JOINT COUPLING,

COMPRESSION

FLEXIBLE MECHANICAL

SHEET NOTES

4 IS SIMILAR FOR ALL FOUR FANS.

COUPLINGS. PIPING SHOWN FOR COMPOSTING FAN

FLEXIBLE MECHANICAL COMPRESSION JOINT

MAKE CONNECTIONS TO COMPOST FAN WITH 3.

BA INVERT TO ALLOW FOR DRAINAGE, TYPICAL.

PROVIDE ONE 7/8" DIAMETER HOLE IN BAND CAP AT 2.

SPACED EVERY 3" ALTERNATING SIDES, TYPICAL.

HOLES IN SIDES OF NORTHERN 4' SECTION OF BA

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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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FAN-8713-DSC

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M

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8714-P1[P3]

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TO

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NOTE 3

FAN-8712

NOTE 3

FAN-8714

CONDUITS EXCEPT AT POINT OF TERMINATION.

HANDSTATIONS) AND INSTRUMENTATION

CONDUITS AND CONTROL (EXEPT AS SHOWN FOR

MAINTAIN A MINIMUM OF 24" BETWEEN POWER 2.

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 1.

GENERAL NOTES

SHEET NOTES

8714-C1[P227]

8714-P1, 8712-C1[P227]

8712-P1, 8712-P1[P2]

NOTE 5

D BURGER

J LANDMAN

POWER PLAN

J GARIBAY ELECTRICAL

COMPOST FACILITY

87E1030

(22) (24)

BOND TO GROUND WIRE FROM DUCTBANK.5.

CONTROL STATION DETAIL 2624-013.

P&ID AND PROCESS MECHANICAL. SEE JACOBS

REFER TO DRAWING 09N8701 AND 87D1030 FOR 4.

CONTRACTOR.

COORDINATE INSTALLATION WITH MECHANICAL 3.

BOND TO REBAR IN CONCRETE.2.

TO DRAWING 20EP1030.

CONNECT TO HEADWORKS GROUND RING. REFER 1.

0 4 8 12

1/4"=1'-0"

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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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1/4"=1'-0"

1/4"=1'-0"

N

34'-0"

TYP

FRAME COLUMN,

PEMB PORTAL

2'-0"22'-0"22'-0"2'-0"

A

PEMB COLUMN, TYP

4'-0"

TOC EL 6789.50

SEE CIVIL

FINISHED GRADE,

PEMB COLUMN BEYOND

PEMB PORTAL FRAME

ROOF JOIST

4'-0"

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88S1040

BEYOND

PEMB RIGID FRAME

BEYOND

THICKENED FOOTING #8@12" TYP

FROM TOP

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TYP

#8@12"

SPLICE

LAP

TYP

#8@12" TYP

SPACED, TYP

(2) #8 SIDE BARS, EQ

#8@12" HOOKED BAR, TYP

BUILDING LINE

2 1

EL 6789.50

T.O. CONCRETE

0315-192

CONTROL JOINT, TYP

4'-0"

TYP

TYP

SLAB EDGE,

3'-0" THICK

GENERAL SHEET NOTES

DRAWING 06C2002.

FACILITY LOCATION CONTROL POINT, SEE CIVIL B.

DRAWINGS 01S0001, 01S0002, AND 01S0003.

FOR GENERAL STRUCTURAL NOTES SEE A.

PEMB METAL ROOF

NOTE 2

NOTE 2

C WEBSTER

A FIRTH

PLAN AND SECTIONS

B CLEGG STRUCTURAL

COVERED STORAGE

88S1030

0 4 8 12

1/4"=1'-0"

STRUCTURAL NOTES

NOTE 1 AND GENERAL

BEDROCK, TYP, SEE

FILL OR UNDISTURBED

COMPACTED GRANULAR

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0" 1"

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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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DESIGN PRESSURE:

MINIMUM COMPONENTS AND CLADDING STRENGTH LEVEL WIND

ZONE

MINIMUM UNFACTORED BALANCED SNOW LOAD DIAGRAM (NOTE 3):

30.6; -28.3

45.8; -42.7

45.8; -42.7

PRESSURE (PSF)

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JOIST

GENERAL SHEET NOTES

JOIST

JOIST

JOIST

JOIST

JOIST

JOIST

JOIST

JOIST

JOIST

C WEBSTER

A FIRTH

ROOF PLAN

B CLEGG STRUCTURAL

COVERED STORAGE

88S1040

0 4 8 12

1/4"=1'-0"

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AR I ZONA U . S . A

WAYNE W. KOHLER

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22'-0"22'-0"

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175376

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

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GENERAL SHEET NOTES

STRUCTURAL DRAWING 88S1030 AND 88S1040.

FOR ADDITIONAL PLAN INFORMATION, SEE A.

M SHOEMAKER

G KIRSTEN

ROOF PLAN

AND SCHEDULES

M COLLINS ARCHITECTURAL

88A1040

1334-101

1334-100

1334-102

TYP

HIGH EAVE

TYP

LOW EAVE

DOWNSPOUT, TYP

METAL GUTTER AND

SNOW RAIL

0 4 8 12

1/4"=1'-0" COVERED STORAGE

METAL CANOPY

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NATIONAL PARK SERVICE

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SOUTH RIM

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0641-001 THRU 0641-102

0422-104 THRU 0422-200

0300-600 THRU 0340-095

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SOUTH RIM

0614-056

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0330-001 THRU 0330-501

0310 SERIES

Re g is te re d

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81476

AR I ZONA U . S . A

WAYNE W. KOHLER

6/

GRAND CANYON NATIONAL PARK

SOUTH RIM

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Expires 06-30-2026

GRAND CANYON NATIONAL PARK

SOUTH RIM

2331-191 THRU 2331-901

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

GALARDI

KENNETH

79157

)l a ci m e h

C( r ee nig nE lanoisseforP et si g e

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6-

-2

07-26-2026Expires

GRAND CANYON NATIONAL PARK

SOUTH RIM

2656-207 THRU 2660-009

2605-002 THRU 2624-153

GRAND CANYON NATIONAL PARK

SOUTH RIM

3300 SERIES

3200 SERIES

3100 SERIES

6-2 3-2

GRAND CANYON NATIONAL PARK

SOUTH RIM

4447 SERIES

4442 SERIES

4005-501 THRU 4027-957

2642-840 THRU 2642-932

.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

EDWARDS

DARREN

69048

JUNE 19, 2025

GRAND CANYON NATIONAL PARK

SOUTH RIM

4091 SERIES

-2

0-

GRAND CANYON NATIONAL PARK

SOUTH RIM

HORIZONTAL CONCRETE REVEAL0330-501

VERTICAL CONCRETE REVEAL0330-500

ADHESIVE DOW EL0330-105

CONNECTION OF NEW CONCRETE TO EXISTING 0330-101

CONDUIT IN STRUCTURAL CONCRETE0330-084

FLOOR DRAIN0330-082

CONCRETE CURB0330-080

CONCRETE OR GROUT FILL KEY0330-078

FORMED CONCRETE TRENCH0330-077

CONCRETE EQUIPMENT PAD - NOTES, 5 OF 50330-056

CONCRETE EQUIPMENT PAD - TYPE 'H', 4 OF 50330-056

CONCRETE EQUIPMENT PAD - TYPE 'G', 3 OF 50330-056

CONCRETE EQUIPMENT PAD - TYPE 'F', 2 OF 50330-056

CONCRETE EQUIPMENT PAD - TYPE 'E', 1 OF 50330-056

CONCRETE STAIR-ON GRADE0330-049

IN-SLAB SUMP REINFORCEMENT0330-044

TRENCH REINFORCING0330-043

SLAB AT DOOR OPENING0330-041

PIPE COLLAR0330-021

PIPE ENCASEMENT AT SLAB0330-018

PIPE ENCASEMENT0330-017

PIPE ENCASEMENT0330-016

VERTICAL W ALL REINFORCING/DOW EL PLACEMENT0330-005

REINFORCEMENT AT HORIZONTAL CONSTRUCTION JOINT, 2 OF 20330-004

REINFORCEMENT AT HORIZONTAL CONSTRUCTION JOINT, 1 OF 20330-004

TYPICAL W ALL CORNER & INTERSECTION REINFORCEMENT, 3 OF 30330-003

TYPICAL W ALL CORNER & INTERSECTION REINFORCEMENT, 2 OF 30330-003

TYPICAL W ALL CORNER & INTERSECTION REINFORCEMENT, 1 OF 30330-003

OPENING REINFORCEMENT0330-002

OPENING REINFORCEMENT0330-001

BUILDING SLAB ON GRADE SAW N CONTROL JOINT0315-192

BASE SLAB CONTRACTION JOINT0315-161

W ALL BASE CONSTRUCTION JOINT0315-154

W ALL VERTICAL CONSTRUCTION JOINT0315-151

SLAB CONSTRUCTION JOINT AT W ALL0315-143

SLAB CONSTRUCTION JOINT0315-142

SLAB CONSTRUCTION JOINT0315-141

W ALL CONSTRUCTION JOINT SPACING0315-131

W ATERSTOP CONNECTION0315-012

W ATERSTOP JOINTS0315-011

HYDROPHILIC/GROOVE W ATERSTOP0315-003

PLASTIC W ATERSTOP0315-001

ALTERNATE FORM TIE-THROUGH BOLT0310-052

FORM SNAP-TIE HOLE0310-051

0300 SERIES

SHEET TITLE/DESCRIPTIONDETAIL

GRAND CANYON NATIONAL PARK

SOUTH RIM

BEAM / W ALL SIDE CONNECTION - ALUMINUM, 2 OF 20514-057

BEAM / W ALL SIDE CONNECTION - ALUMINUM, 1 OF 20514-057

BEAM / W ALL CONNECTION - ALUMINUM, 2 OF 20514-056

BEAM / W ALL CONNECTION - ALUMINUM, 1 OF 20514-056

TYPICAL BEAM CONNECTION - ALUMINUM0514-020

LIFTING EYE0512-122

M ONORAIL DETAILS, 2 OF 20512-101

M ONORAIL DETAILS, 1 OF 20512-101

BEAM / W ALL CONNECTION - STEEL, 2 OF 20512-056

BEAM / W ALL CONNECTION - STEEL, 1 OF 20512-056

EMBEDDED CONNECTION - STEEL0512-055

CONTINUOUS BEAM - COLUM N CONNECTION - STEEL0512-042

CONTINUOUS TUBE COLUM N - BEAM CONNECTION - STEEL0512-041

BEAM SINGLE PLATE SHEAR CONNECTION - STEEL0512-022

TYPICAL BEAM CONNECTION - STEEL0512-020

POST BASE - STEEL0512-002

COLUM N BASE - STEEL0512-001

0500 SERIES

PASS-THROUGH0422-200

CM U SM ALL PIPE PENETRATION0422-110

W ALL PENETRATION AT DUCT0422-109

W ALL PENETRATION (EXTERIOR), 4 OF 40422-108

W ALL PENETRATION (EXTERIOR), 3 OF 40422-108

W ALL PENETRATION (EXTERIOR), 2 OF 40422-108

W ALL PENETRATION (EXTERIOR), 1 OF 40422-108

CM U PIPE PENETRATION0422-106

BASE OF W ALL0422-104

M ASONRY ANCHOR BOLT0422-046

CM U W ALL AT RAKE0422-041

CM U CONTROL JOINT0422-031

CM U W ALL COLUM N, 2 OF 20422-006

CM U W ALL COLUM N, 1 OF 20422-006

CM U W ALL PIER, 2 OF 20422-005

CM U W ALL PIER, 1 OF 20422-005

INTERMEDIATE REINFORCED M ASONRY SHEAR W ALL0422-004

CM U OPENING REINFORCEMENT, 2 OF 20422-003

CM U OPENING REINFORCEMENT, 1 OF 20422-003

CM U OPENING REINFORCEMENT0422-002

REINFORCED M ASONARY W ALL CORNERS (SINGLE & DOUBLE M AT)0422-001

0400 SERIES

SPLASHBLOCK0340-095

W ALL PENETRATION AT DUCT0330-610

CONCRETE SM ALL PIPE PENETRATION0330-601

CONCRETE SM ALL PIPE PENETRATION0330-600

GRAND CANYON NATIONAL PARK

SOUTH RIM

COUNTERTOP0641-102

VANITY COUNTERTOP0641-100

CABINET0641-002

CABINET0641-001

BEAM / W ALL CONNECTION - FIBER REINFORCED PLASTIC, 2 OF 20614-056

BEAM / W ALL CONNECTION - FIBER REINFORCED PLASTIC, 1 OF 20614-056

0600 SERIES

STRAIGHT EDGE W EIR - TYPE A0559-031

TRUSS CLOSURE PLATE0558-002

FLOOR PLATE SUPPORT FRAMING0554-002

CHECKERED FLOOR PLATE - ALUMINUM, 4 OF 40554-001

CHECKERED FLOOR PLATE - ALUMINUM, 3 OF 40554-001

CHECKERED FLOOR PLATE - ALUMINUM, 2 OF 40554-001

CHECKERED FLOOR PLATE - ALUMINUM, 1 OF 40554-001

W ALKW AY BRACING CONNECTION - ALUMINUM0553-040

STANDARD GRATING, 4 OF 40553-001

STANDARD GRATING, 3 OF 40553-001

STANDARD GRATING, 2 OF 40553-001

STANDARD GRATING, 1 OF 40553-001

RAILING POST ANCHORAGE TYPE 'D' - ALUMINUM, 6 OF 60552-001

RAILING POST ANCHORAGE TYPE 'C' - ALUMINUM, 5 OF 60552-001

RAILING POST ANCHORAGE TYPE 'B' - ALUMINUM, 4 OF 60552-001

RAILING POST ANCHORAGE TYPE 'A' - ALUMINUM, 3 OF 60552-001

RAILING - 3 RAIL STAIR - ALUMINUM (IBC), 2 OF 60552-001

RAILING - 3 RAIL - ALUMINUM, 1 OF 60552-001

PIPE SUPPORT0551-251

SHIPS LADDER0551-151

STAIR LANDING FRAMING - ALUMINUM0551-005

STAIR LANDING FRAMING - ALUMINUM0551-004

STAIR LANDING SUPPORT - ALUMINUM0551-003

STAIR DETAILS - ALUMINUM, 5 OF 50551-001

STAIR DETAILS - ALUMINUM, 4 OF 50551-001

STAIR DETAILS - ALUMINUM, 3 OF 50551-001

STAIR DETAILS - ALUMINUM, 2 OF 50551-001

STAIR DETAILS - ALUMINUM, 1 OF 50551-001

METAL DECK/NON-BEARING W ALL CLOSURE PLATE0531-016

METAL DECK/BEARING W ALL CLOSURE0531-015

METAL DECK/W ALL CONNECTION0531-003

METAL DECK BEARING W ALL TOP CONNECTION0531-002

DECKING LEDGER SUPPORT ANGLE0531-001

GRAND CANYON NATIONAL PARK

SOUTH RIM

DOOR JAMB0811-015

DOOR JAMB0811-014

DOOR HEAD0811-013

DOOR HEAD0811-012

DOOR JAMB0811-002

DOOR HEAD0811-001

0800 SERIES

DUCT/PIPE PENETRATION0770-032

FLEXIBLE BASE PIPE SEAL (W OOD FRAMING)0770-012

FLEXIBLE BASE PIPE SEAL (METAL FRAMING)0770-010

MECHANICAL EQUIPMENT CURB0770-001

SCUPPER/CONDUCTOR HEAD ELEVATION0762-107

SCUPPER/CONDUCTOR HEAD PLAN0762-106

SCUPPER/CONDUCTOR HEAD SECTION0762-105

CURB0754-006

METAL GUTTER AND DOW NSPOUT AT CURB0754-005

BASE FLASHING0754-004

PIPE PENETRATION0754-002

BASE FLASHING (CONCRETE W ALL)

PREFABRICATED METAL COPING AND0754-001

RAKE0741-412

HIGH EAVE0741-411

LOW EAVE0741-410

EAVE (CANOPY)0741-401

CANOPY PIPE PENETRATION0741-305

CANOPY RAKE0741-304

CANOPY HEADW ALL0741-303

CANOPY FASCIA0741-302

CANOPY0741-301

SHED ROOF0741-208

ENTRY GABLE (SIDE AND BACK)0741-207

ENTRY GABLE (M AIN)0741-206

RAKE AT W ALL (W OOD FRAMING)0741-205

RAKE (W OOD FRAMING)0741-204

RIDGE (W OOD FRAMING)0741-203

LOW EAVE AT W ALL (W OOD FRAMING)0741-202

EAVE (W OOD FRAMING)0741-201

SIDEW ALL0741-106

RAKE AT W ALL (METAL FRAMING)0741-105

RAKE (METAL FRAMING)0741-104

RIDGE (METAL FRAMING)0741-103

LOW EAVE AT W ALL (METAL FRAMING)0741-102

EAVE (METAL FRAMING)0741-101

BASE OF W ALL (FACED PERIMETER INSULATION BOARD)0721-001

0700 SERIES

GRAND CANYON NATIONAL PARK

SOUTH RIM

HIGH EAVE1334-102

RAKE1334-101

EAVE1334-100

DRAIN RACK1235-100

LAB CABINET SECTION (ISLAND)1235-052

LAB CABINET SECTION1235-051

DOCK BUMPER1080-003

EXIT W ARNING SIGN1014-011

ACCESSIBLE SIGNAGE1014-010

FIRE DOOR SIGN1014-009

HAZARDOUS M ATERIAL SIGNAL1014-006

HANDICAPPED PARKING SIGN1014-004

CAUTION SIGN1014-002

DANGER SIGN1014-001

1000 SERIES

SHOW ER STALL0930-004

CEILING TO METAL STUD W ALL0929-403

SOFFIT0929-401

W ALL AT CEILING0929-201

W ALL DETAIL0929-112

W ALL DETAIL0929-111

W ALL DETAIL0929-110

W ALL DETAIL0929-109

PARTITION DETAILS0929-108

W ALL DETAIL0929-107

W ALL DETAIL0929-106

W ALL DETAIL0929-105

W ALL DETAIL0929-104

0900 SERIES

LOUVER HEAD AND SILL0890-002

DOOR SILL0871-010

DOOR SILL0871-004

DOOR SILL0871-003

DOOR SILL0871-002

DOOR SILL0871-001

SIDELIGHT JAMB AND SILL0851-005

W INDOW HEAD AND SILL0851-004

W INDOW HEAD AND SILL0851-002

OVERHEAD DOOR JAMB AND SILL (INSULATED)0833-008

OVERHEAD DOOR HEAD (INSULATED)0833-007

OVERHEAD DOOR JAMB AND SILL (INSULATED)0833-004

OVERHEAD DOOR HEAD (INSULATED)0833-003

DOOR HEAD AND JAMB0811-033

DOOR HEAD AND JAMB0811-032

GRAND CANYON NATIONAL PARK

SOUTH RIM

TYPICAL FOUL AIR INTAKE ASSEMBLY2331-890

AIR DUCT CONNECTION

TYPICAL ABOVE GROUND TO HDPE OR PVC FOUL2331-889

TYPICAL DUCT SADDLE SUPPORT2331-884

ALUMINUM CHECKER PLATE CONNECTION2331-191

TYPICAL ROUND DUCT FLOOR PENETRATION2331-190

TYPICAL RECTANGULAR DUCT TAKEOFF2331-112

TYPICAL ROUND DUCT SPIN-IN TAKEOFF2331-111

TYPICAL LOUVER/DUCT CONNECTION2331-110

SM OKE DETECTOR M OUNTING (TYP)2331-109

DUCT TRANSITION2331-106

TRANSFER DUCT2331-105

FLOOR EXHAUST2331-103

RETURN DUCT AIR INTAKE2331-100

2300 SERIES

EMERGENCY SHOW ER/EYEW ASH UNIT2240-300

FLOOR DRAIN2240-150

FLOOR CLEANOUT2240-140

LAVATORY TEMPERED W ATER SUPPLY2240-127

NON-FREEZE W ALL HYDRANT, 2 OF 22240-124

NON-FREEZE W ALL HYDRANT, 1 OF 22240-124

NON-FREEZE YARD HYDRANT2240-120

POST HYDRANT2240-105

EXTERIOR DOUBLE CLEANOUT2240-102

EXTERIOR CLEANOUT2240-101

HUB DRAIN2240-100

DOMESTIC W ATER ENTRY2230-900

M AKEUP W ATER HEADER CONNECTION2230-750

W ATER HEATER W ITH RECIRCULATION PUMP2230-155

UNDER SINK ACID NEUTRALIZATION TANK2230-103

SANITARY SEW ER LIFT STATION, 2 OF 22230-100

SANITARY SEW ER LIFT STATION, 1 OF 22230-100

W ATER HAM MER ARRESTOR2210-851

THERM OMETER M OUNTING2210-850

HOSE RACKS, 2 OF 22210-720

HOSE RACKS, 1 OF 22210-720

W ATER TEMPERING VALVE2210-700

PIPE FLOOR PENETRATION2210-562

INTERIOR HOSE VALVE2210-300

TYPICAL PIPE ENTRANCE2210-110

VENT THRU ROOF2210-105

W ALL PIPE PENETRATION2210-103

TYPICAL PIPE PENETRATION THRU W ALL2210-102

DRAINAGE DRYW ELL2210-100

2200 SERIES

GRAND CANYON NATIONAL PARK

SOUTH RIM

CONDUIT SUPPORT FROM W ALL2605-361

CONDUIT SUPPORT FROM STEEL BEAM2605-360

VERTICAL CONDUIT SUPPORT2605-318

FLUSH CONDUIT STUB2605-309

INTERIOR W ALL PENETRATION2605-306

CONDUIT TRANSITION AND SUPPORT2605-305

CONDUIT TO EQUIPMENT FROM CEILING2605-303

CONDUIT RACKING SYSTEM2605-302

CONDUIT RACKING SYSTEM2605-301

CONDUIT RACKING SYSTEM2605-300

GROUND BUS BAR2605-208

GENERAL STAIRW AY GROUNDING2605-207

GROUNDING ELECTRODE2605-205

CONDUIT GROUNDING2605-203

GROUND TEST W ELL2605-202

INSTRUMENTATION CABLE SHIELD

UNACCEPTABLE METHOD OF GROUNDING2605-103

TERMINAL JUNCTION BOX (TJB)2605-102

SUBMERSIBLE PUMP ELECTRICAL EQUIPMENT2605-101

TERMINATION OF SHIELDED INSTRUMENTATION CABLE2605-100

CONDUIT SUPPORT ON STRUCTURE2605-017

PEDESTAL M OUNTED DEVICE AT RAILING2605-013

PEDESTAL M OUNTED DEVICE2605-012

ELECTRICAL EQUIPMENT SUPPORT2605-008

RAILING M OUNTED EQUIPMENT SUPPORT2605-006

EQUIPMENT M OUNTING PEDESTAL2605-005

DEVICE M OUNTING W ALL OR COLUM N2605-002

2600 SERIES

CONDENSATE DRAIN2413-100

2400 SERIES

UNIT HEATER M OUNTING2381-101

TYPICAL EXHAUST HOOD2338-100

ROUND DUCT M OUNTED AIR OUTLET OR INLET2337-802

CEILING DIFFUSER TAKE-OFFS2337-100

ROOF M OUNTED FAN2334-301

TYPICAL ROOF M OUNTED EXHAUST FAN2334-190

DUCT SUPPORT FOR HORIZONTAL RECTANGULAR DUCT2331-902

DUCT SUPPORT FOR HORIZONTAL ROUND DUCT, 2 OF 22331-901

DUCT SUPPORT FOR HORIZONTAL ROUND DUCT, 1 OF 22331-901

DUCT SUPPORT - GRADE M OUNTED2331-900

TEST PORT2331-899

VENT GAS TRAP AND DRAIN2331-898

GRAND CANYON NATIONAL PARK

SOUTH RIM

INSULATED BOLTS AND TAPPED FLANGES2642-932

CATHODIC PROTECTION INSULATING FLANGE2642-925

DUCTILE IRON PIPE

CATHODIC PROTECTION W IRE CONNECTION FOR STEEL AND2642-910

FLANGED JOINT BOND2642-842

PUSH-ON JOINT BOND2642-840

M OTOR TERMINATION ENCLOSURE2624-153

RELAY ISOLATION - SUBPANEL, 3 OF 32624-022

RELAY ISOLATION - FRONT, 2 OF 32624-022

ELECTICAL - RELAY ISOLATION BOM, 1 OF 32624-022

RELAY ISOLATION - SUBPANEL, 3 OF 32624-021

RELAY ISOLATION - FRONT, 2 OF 32624-021

ELECTRICAL - ANALOG ISOLATION BOM, 1 OF 32624-021

COMPOST FAN CONTROL STATION DETAIL - SIDE, 2 OF 22624-013

COMPOST FAN CONTROL STATION DETAIL - FRONT, 1 OF 22624-013

FAN CONTROL STATION DETAIL - SIDE, 2 OF 22624-012

FAN CONTROL STATION DETAIL - FRONT, 1 OF 22624-012

LOCAL CONTROL STATION DETAIL - SIDE, 3 OF 32624-010

LOCAL CONTROL STATION DETAIL - FRONT, 2 OF 32624-010

LOCAL CONTROL STATION DETAIL - FRONT, 1 OF 32624-010

GO/NO-GO W IRING SCHEM ATIC, 2 OF 22624-003

GO/NO-GO W IRING SCHEM ATIC, 1 OF 22624-003

GO/NO-GO PANEL EXTERIOR2624-002

GO/NO-GO PANEL EXTERIOR2624-001

TRANSFORMER2622-006

STACKED TRANSFORMER M OUNTING INSTALLATION2622-005

TRANSFORMER M OUNTING2622-002

DUCTBANK ROUTED UNDER FOOTING2605-901

RACEW AYS INSTALLED UNDER SLAB2605-900

CONDUIT DROP INTO CABLE TRAY2605-702

CABLE TRAY W ALL PENETRATION2605-701

CABLE TRAY SUPPORT2605-700

OSHA/NEC PLACARD2605-501

PANELBOARD NAMEPLATE2605-500

CABLE RACK2605-448

CONDUIT M ANHOLE ENTRANCE2605-446

CONDUIT M ANHOLE ENTRANCE2605-445

M ANHOLE-W ITH GROUNDING2605-443

LOW VOLTAGE M ANHOLE2605-442

SITE PULL BOX2605-440

TRENCH AND CONDUIT PLACEMENT2605-423

TYPICAL UNDERGROUND CONDUIT2605-420

CONCRETE ENCASED DUCT2605-403

DUCT BANK2605-402

CONCRETE ENCASED DUCT BANK2605-401

GRAND CANYON NATIONAL PARK

SOUTH RIM

CANTILEVER SLIDE GATE3231-425

CHAIN LINK FENCE3231-410

CONCRETE VALLEY GUTTER3216-330

CONCRETE CURB3216-315

GRAVEL SURFACING3215-260

CONCRETE TO ASPHALT TRANSITION3213-250

CONCRETE PAVEMENT3213-240

TYPICAL CONCRETE SIDEW ALK3213-220

PAVEMENT CONNECTION3212-215

ASPHALT CONCRETE PAVEMENT3212-210

3200 SERIES

BIOFILTER BAG INLET BARRIER3125-186

SEDIMENT FENCE3125-165

CHECK DAMS3125-160

ESC BLANKET ON SLOPE3125-150

TEMPORARY STOCKPILE COVERING3125-140

W HEEL W ASH3125-135

GRAVEL CONSTRUCTION ENTRANCE3125-130

TRENCH PIPE CROSSING3123-120

SURFACE RESTORATION3123-115

TYPICAL TRENCH3123-110

3100 SERIES

TYPICAL HEATER CABLE INSTALLATION, 2 OF 22660-009

TYPICAL HEATER CABLE INSTALLATION, 1 OF 22660-009

POW ER CONNECTION BOX NON BRAIDED CABLE2660-008

STANDOFF INSULATION2660-007

POW ER CONNECTION BOX BRAIDED CABLE2660-006

HEAT CABLE W RAP2660-005

HEAT TRACED PIPE LABEL2660-004

TYPICAL HEATER CIRCUIT W IRING DIAGRAM2660-003

HEAT TRACE SENSOR PLACEMENT2660-002

HEAT TRACE - TYPICAL INSTALLATION OVERVIEW2660-001

LIGHTING POLE M OUNT TO SIDE OF CONCRETE W ALL2656-219

STEEL W ALKW AY LIGHTING POLE M OUNT TO POLE2656-218

CAR TRAFFIC

PAVED AREA LIGHT POLE FOOTING FOR AREAS W ITH NO2656-216

ON SLAB AREA LIGHTING POLE M OUNTING2656-214

LIGHTING POLE M OUNTING2656-213

LIGHTING POLE M OUNTING2656-212

PAVED AREA LIGHT POLE FOOTING2656-207

GRAND CANYON NATIONAL PARK

SOUTH RIM

RETRACTABLE PH SENSOR INSTALLATION-INLINE M OUNTING4091-158

CONDUIT M OUNTED GAS SENSOR INSTALLATION4091-150

CHEMICAL INJECTION QUILL ASSEMBLY4027-957

BURIED GATE AND PLUG VALVE BOX4027-640

FLOOR SLEEVE4027-621

FLOOR SLEEVE4027-620

W ALL PIPE PENETRATION SEAL4027-607

STEEL AND STAINLESS W ALL PIPE4027-605

MECHANICAL JOINT W ALL PIPE FOR DIP4027-601

DUCTILE IRON W ALL PIPE4027-600

LINE DRAIN VALVE INSTALLATION4027-191

PROCESS LINE CLEAN-OUT SETTING4027-187

TYPE 1 FLUSHING CONNECTION4027-181

TRAPEZE PIPE HANGER4005-559

TRAPEZE PIPE HANGER4005-558

OVERHEAD PIPE HANGER4005-550

ALP PIPE SUPPORT - CANTELEVER (TYPE "B"), 2 OF 24005-538

ALP PIPE SUPPORT - CANTELEVER (TYPE "A"), 1 OF 24005-538

ALP PIPE SUPPORT - PIPE RACK STYLE A4005-537

FLOOR PIPE SUPPORT4005-524

PIPE SUPPORT - VERTICAL BEND SUPPORT4005-516

PIPE SUPPORT - FLANGE SUPPORT PEDESTAL4005-510

PIPE SUPPORT - W ALL M OUNTED - PROCESS AIR4005-509

PIPE SUPPORT - W ALL M OUNTED MEDIUM4005-508

PIPE SUPPORT - W ALL M OUNTED4005-505

PIPE SUPPORT - W ALL M OUNT4005-503

TYPE - NON-ADJUSTABLE

PROCESS AIR SADDLE SUPPORT PEDESTAL4005-502

TYPE - NON-ADJUSTABLE

PIPE SUPPORT SADDLE SUPPORT PEDESTAL4005-501

4000 SERIES

PRECAST TRENCH DRAIN3344-790

CATCH BASIN FRAME AND GRATE3344-782

CATCH BASIN3344-780

FIRE HYDRANT3312-770

BOLLARD3305-954

PIPE CONNECTIONS3305-730

W ATERTIGHT M ANHOLE FRAME AND COVER3305-726

M ANHOLE FRAME AND COVER3305-725

FLAT TOP M ANHOLE3305-722

ECCENTRIC M ANHOLE TOP SECTION3305-720

CAST-IN-PLACE M ANHOLE BASE3305-712

M ANHOLE BASE SECTION - 6" TO 24" PIPE3305-710

3300 SERIES

GRAND CANYON NATIONAL PARK

SOUTH RIM

STAINLESS STEEL FA FLOOR PIPE4447-898

SM ALL PUMP SUPPORT4442-715

HORIZ CONTFGL END SUCTION PUMP SEAL W ATER4442-664

4400 SERIES

W ALL M OUNTED INSTRUMENT4091-384

RAIN HOOD INSTALLATION, 2 OF 24091-382

STANCHION SUPPORT FOR CASE M OUNTED INSTRUMENTS, 1 OF 24091-382

PRESSURE CONNECTION INSTALLATION, 2 OF 24091-305

PRESSURE CONNECTION INSTALLATION, 1 OF 24091-305

INSTALLATION, 2 OF 2

PRESSURE SW ITCH AND INDICATOR W ITH ANNULAR SEAL4091-304

PRESSURE SW ITCH & INDICATOR INSTALLATION, 1 OF 24091-304

SINGLE FLOAT TYPE LEVEL SW ITCH INSTALLATION4091-271

SUBMERSIBLE LEVEL TRANSMITTER INSTALLATION4091-267

TANK W ITH CLOSED ROOF

TYPICAL FLOAT TYPE LEVEL SW ITCH INSTALLATION M OUNTING IN4091-248

TANK W ITH OPEN ROOF

TYPICAL FLOAT TYPE LEVEL SW ITCH INSTALLATION M OUNTING IN4091-248

PDT INSTALLATION FOR VENTED TANK LEVEL MEASUREMENT4091-240

FLOW TRANSMITTER - M AGNETIC4091-219

THERM AL M ASS FLOW ELEMENT INSTALLATION4091-217

FLUME OF W EIR FLOW ELEMENT INSTALLATION4091-203

TSS SENSOR INSTALLATION - INLINE M OUNTING4091-181

RETRACTABLE TSS SENSOR INSTALLATION - INLINE M OUNTING4091-180

TYPICAL ANALYZER PROBE HANDRAIL M OUNT4091-169

PRESSURE TRANSDUCER4091-163

UNIFORM IN EACH DIRECTION.

APPROXIM ATELY EQUAL HORIZONTALLY AND VERTICALLY AND SHALL BE

THE SPACING OF FORM TIES ON EXPOSED PORTIONS OF W ALLS SHALL BE

0310-051.dgn 6/16/2025

NTS

FORM SNAP-TIE HOLE

0310-051

EXPOSED FACE OF W ALL

W ATERSTOP

SIDE OF W ALL

INSIDE OR W ATER

INSERTS EACH FACE

USE CONICAL TYPE

SPECIFIED, TYP

DEPTH OF CONE AS

NOTE:

REPAIR M ATERIAL

FILL W ITH

© JACOBS

NATIONAL PARK SERVICE

GRAND CANYON NATIONAL PARK

SOUTH RIM

1.

2.

3.

4.

DRIVE IN VINYL PLUG.

SANDBLAST OR MECHANICALLY ROUGHEN W ITH ELECTRIC EQUIPMENT.

NOTE:

CONSTRUCTION STEPS:

COAT HOLE ON DRY SIDE OF PLUG AND W HILE BONDING AGENT IS TACKY, DRYPACK.

5.

SURFACES

TAPER-TIE HOLE

SANDBLAST

ROUGHEN OR

MECHANICALLY

DRY SIDE

DRYPACK

BONDING AGENT

COAT HOLE W ITH

FACE OF W ALL

EXTERIOR (DRY SIDE)

SIDE) FACE OF W ALL

INTERIOR (W ATER

W ATER SIDE

DRYPACK

AT CENTER OF W ALL

REQD TO FIT TIGHT

SIZE OF PLUG AS

DRIVE IN VINYL PLUG,

HOLE DIAMETER AT INTERIOR FACE = 1 1/4"

MINIM UM HOLE DIAMETER AT EXTERIOR FACE = 1". TAPER HOLE SO THAT MINIM UM

USE CATEGORY II, NON-SHRINK GROUT AS SPECIFIED.

DRYPACK.

COAT HOLE ON W ATER SIDE OF PLUG AND W HILE BONDING AGENT IS TACKY,

0310-052.dgn 6/16/2025

ALTERNATE FORM TIE-THROUGH BOLT

0310-052

© JACOBS

NATIONAL PARK SERVICE

SIZE

6"

9"

TYP

5/32"

6"x3/8"

9"x3/8"

3/8" 3/8"

1"

7/8"

1.

2.

3.

4.

NON-ROUND CENTER BULBS SHALL HAVE A MINIM UM OUTSIDE DIMENSION OF 'D'.

SEE SPLICE DETAIL

"A"

NOTES:

ALL RIBS, TYP

1/8" PROJECTION

@ CTR BULB

THICKNESS

"B"-MIN STEM THICKNESS

"E"-MIN BULB

FACE OF W S

EA SIDE, EA

NO. OF RIBS

"F"-APPROXIM ATE

OUTSIDE DIA

"D"-CENTER BULB

@ OUTSIDE

THICKNESS

"C"-MIN STEM

CONSTRUCTION JOINTS.

SIMILAR W ATERSTOPS W ITHOUT CENTER BULB M AY BE SUBSTITUTED AT

BULB TYPE W ATERSTOP SHOW N IS REQUIRED FOR EXPANSION AND CONTROL JOINTS.

SHOW N OTHERW ISE.

USE 6 INCH W ATERSTOPS IN ALL CONSTRUCTION JOINTS UNLESS SPECIFICALLY

3/8" 3/8"

1/4"

1/4"

"A" "B" "C" "D" "E" "F"

0315-011

0315-001.dgn 6/16/2025

PLASTIC W ATERSTOP

0315-001

© JACOBS

NATIONAL PARK SERVICE

3.

4.DRY PACK W ITH TYPE II NON-SHRINK GROUT.

5.

6.W ATER CURE GROUT FOR 4 DAYS MINIM UM.

1/2"

M

IN

W AIT UNTIL NEW CONCRETE MINIM UM 28 DAYS OLD PRIOR TO GROUTING GROOVE.

USE STEEL HAM MER AND STEEL TOOL TO DENSELY PACK GROUT INTO GROOVE.

EXISTING CONCRETE

SATURATE AREA FOR 24 HOURS PRIOR TO GROUTING.

GRADE STRUCTURES)

(EXTERIOR - DRY BELOW

HOLDING STRUCTURES)

(INTERIOR - W ATER

OR SLAB

W ET FACE OF W ALL

SANDBLASTING.

ROUGHEN AND CLEAN SURFACES OF GROOVE W ITH POW ER W IRE BRUSH OR

PROCEDURE

GROOVE, SEE GROUTING

FORMED CONTINUOUS

DRY FACE

NEW CONCRETE

INDICATED ON PLANS.

FOR USE IN NON-M OVING CONSTRUCTION JOINTS AND ONLY W HERE SPECIFICALLY

3/4"

/4

0315-003.dgn 6/16/2025

HYDROPHILIC/GROOVE W ATERSTOP

0315-003

M ANUFACTURER

AS RECOM MENDED BY

SURFACE, BOND IN PLACE

CONTINUOUS SM OOTH

W ATERSTOP, GRIND

CONTINUOUS HYDROPHILIC

CONSTRUCTION JOINT

NOTE:

GROUTING PROCEDURE:

© JACOBS

NATIONAL PARK SERVICE

VERTICAL ELL VERTICAL TEE VERTICAL CROSS

FLAT ELL FLAT CROSS

ALL W ELDS SHALL BE PER W ATERSTOP M ANUFACTURER'S RECOM MENDATIONS.

NOTE:

FLAT TEE

JOINTS

SHOW N BELOW FOR IN-PLANE

JOINTS & W ELD SIMILAR AS

MITER CORNERS OF VERTICAL

W ELD

SECOND

W ELD

FIRST

W ELD

SECOND

W ELD

FIRST

W ELD

THIRD

0315-011.dgn 6/16/2025

W ATERSTOP JOINTS

0315-011

© JACOBS

NATIONAL PARK SERVICE

CONCRETE W ALL

NOTES:

SUBMIT DETAILS OF SPLICING AND LOCATION.

4.

1.

2.

3.

FOR PLASTIC W ATERSTOP DETAILS, SEE

0315-153

SLAB

CONCRETE

SLAB JOINT

W ATERSTOP IN BASE

W ALL JOINT

W S IN VERTICAL

BASE SLAB JOINT

FOOTING OR

W S IN W ALL

OR BASE SLAB

CONCRETE FOOTING

SEE OR

CONSTRUCTION JOINT,

W S IN W ALL BASE

TO CONTINUOUS LONGITUDINAL W ATERSTOP IN W ALL BASE FOR COMPLETE SEAL.

BOND OR SPLICE ALL HORIZONTAL TRANSVERSE W ATERSTOPS IN BASE SLAB JOINTS

W ATERSTOP IN W ALL BASE FOR COMPLETE SEAL, SEE FLAT CROSS JOINT.

BOND OR SPLICE ALL VERTICAL W ATERSTOPS IN W ALL JOINTS TO LONGITUDINAL

0315-154

0315-011

0315-001

0315-012.dgn 6/16/2025

W ATERSTOP CONNECTION

0315-012

SEE NOTE 3

INTERSECTIONS,

BOND W S AT ALL

© JACOBS

NATIONAL PARK SERVICE

10'-0" MIN

20'-0" M AX

40'-0" M AX

CJ SPACING

10'-0" MIN

20'-0" M AX

1.

2.

C J S

P A

C

IN

G

M

A X

C J S

P A

C

IN

G

M

IN

M

A X

M

A X

LOCATE W ALL CONSTRUCTION JOINTS AS SHOW N, UNLESS INDICATED OTHERW ISE.

40'-0" M AX

CJ SPACING

10'-0" MIN

20'-0" M AX

M

IN

M

A X

POURS W ITH SPECIFICATION 03 30 00.

COORDINATE CONSTRUCTION JOINT LOCATIONS AND TIME BETW EEN CONCRETE

0315-151

PLAN

NOTES:

SEE

VERTICAL CJ, TYP

0315-131.dgn 6/16/2025

W ALL CONSTRUCTION JOINT SPACING

0315-131

© JACOBS

NATIONAL PARK SERVICE

1'-0" 1'-0"

SLAB THICKNESS

2" CLR

9"9"

3/8" TOOLED JOINT

#4@ 12"SIDE OF JOINT

2 - #4 CONT EA

THROUGH JOINT

REINF CONTINUOUS

TYP CENTERED SLAB

W ATERSTOP, TYP

BOND TO INTERSECTING

6" PLASTIC W ATERSTOP,

ROUGHEN AND CLEAN

0315-141.dgn 6/16/2025

SLAB CONSTRUCTION JOINT

0315-141

© JACOBS

NATIONAL PARK SERVICE

2" CLR,

T

W ATERSTOP, TYP

TO INTERSECTING

W ATERSTOP, BOND

6" PLASTIC

THROUGH JOINT

CONTINUOUS

TYP SLAB REINF

T&B, EA SIDE OF JOINT

TYPICAL SLAB REINF

3/8" TOOLED JOINT

ROUGHEN AND CLEAN

T H

IC

K

N E

S S

S L

A B

0315-142.dgn 6/16/2025

SLAB CONSTRUCTION JOINT

0315-142

0315-153

0315-154

SEE NOTE 1

NOTE:

DETAIL .

W ITH DETAIL BUT 6 1/2" M AXIM UM W HEN USED IN CONJUNCTION W ITH

W ATERSTOP DEPTH = T/2 OR 5 1/2" M AXIM UM W HEN USED IN CONJUNCTION1.

© JACOBS

NATIONAL PARK SERVICE

0315-003

0315-143.dgn 6/16/2025

SLAB CONSTRUCTION JOINT AT W ALL

0315-143

3/4"

3/4" x SLAB DEPTH + 1"

CONTINUOUS KEYW AY,

W ATERSIDE

DRY SIDE

FORMING

FACILITATE W ALL

CONNECTORS TO

THREADED

W / MECHANICAL

PROVIDE DOW ELS

OPTION TO

CONTRACTORS

HYDROPHILIC W ATERSTOP

SEAL

SLAB FOR COMPLETE

OF INTERMEDIATE

W ATERSIDE EDGES

GROOVE, TYP ALL

INTERMEDIATE SLAB

CONTINUOUS PAST

POUR W ALLS

& REINFORCEMENT

ELEVATION, THICKNESS

SEE PLANS FOR

INTERMEDIATE SLAB,

© JACOBS

NATIONAL PARK SERVICE

ROUGHEN AND CLEAN

FOR LOCATIONS, SEE

1.

2.

NOTES:

PLAN

0315-131

0315-151.dgn 6/16/2025

W ALL VERTICAL CONSTRUCTION JOINT

0315-151

ALL REINFORCEMENT CONTINUOUS ACROSS JOINT.

INDICATED ON PLANS

LAP REINF AS

FROM TOP OF W ALL

CONTINUOUS, STOP 1 1/2"

6" PLASTIC W ATERSTOP

T H

IC

K

N E

S S

W A

L L

T

T /2

© JACOBS

NATIONAL PARK SERVICE

R

SECURE W ATERSTOP IN-PLACE AS SPECIFIED.

1.

2.

EQUAL

/2

W ATERSTOP

6" PLASTIC

JOINT

CONSTRUCTION

SEE PLANS

SLAB TOP REINF

LOCATION OF BASE

FACE, 1" CLEAR OF REINFORCEMENT.

FOR W ALLS W ITH SINGLE M AT OF REINFORCING LOCATE W ATERSTOP ON LIQUID

0315-154.dgn 6/16/2025

W ALL BASE CONSTRUCTION JOINT

0315-154

© JACOBS

NATIONAL PARK SERVICE

1'-0" 6"

TYP

SLAB THICKNESS

/2

2" CLR

W ATERSTOP

FROM CONTACTING

PREVENT BOND BREAKER

TO PLACING ADJACENT POUR,

FACE OF CONCRETE PRIOR

APPLY BOND BREAKER TO

EA SIDE OF JOINT

2- #4 CONT

DISCONTINUOUS AT JOINT

TYP SLAB TOP REINF

OF JOINT

#4@ 12" EA SIDE

ROOFING FELT

2 LAYERS OF

W ATERSTOP, TYP

BOND TO INTERSECTING

6" PLASTIC W ATERSTOP,

CONCRETE PAD

UNREINFORCED

6" x 1"-6" CONTINUOUS

TOOLED EDGE, TYP

3/8" RADIUS

BASE SLAB CONTRACTION JOINT

0315-161

© JACOBS

NATIONAL PARK SERVICE

T /4

2" 2"

T /2

2" 2"

T /4

T T

JOINT

1/8" SAW CUT

THROUGH JOINT

BOTTOM BAR CONT

JOINT

TOP BARS AT

TERMINATE ALLJOINT

1/8" SAW CUT

JOINT

CONTINUOUS THROUGH

EVERY OTHER BAR

0315-192.dgn 6/16/2025

BUILDING SLAB ON GRADE SAW N CONTROL JOINT

0315-192

CONCRETE

PLACEMENT OF SLAB

FILLER 28 DAYS AFTER

FILL W ITH JOINT

CONCRETE

PLACEMENT OF SLAB

FILLER 28 DAYS AFTER

FILL W ITH JOINT

REINFORCEMENT AND LOCATE SAW CUT.

CONTRACTOR SHALL USE STRING LINE OR OTHER POSITIVE MEANS TO PLACE

NOTES:

DOUBLE REINFORCEMENT M AT

SINGLE REINFORCEMENT M AT

© JACOBS

NATIONAL PARK SERVICE

L A P

2.

3.

4.

5.

6.

OPNG OPNG

1.

DO NOT W ELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS.

FOR OPENINGS LARGER THAN 8'-0", REINFORCE SAME AS FOR 8'-0" OPENINGS.

PROVIDE MINIM UM LAP, SEE GENERAL STRUCTURAL NOTES.

NOTES:

0330-001.dgn 6/16/2025

0330-001

7.

OPENING REINFORCEMENT

OTHERW ISE ON PLANS.

STRUCTURES AND ALL STRUCTURAL CONCRETE SLABS UNLESS INDICATED

TYPICAL FOR ALL OPENINGS IN CONCRETE W ALLS OF BELOW GRADE AND HYDRAULIC

FACE), INCLUDING DOW ELS AND CORNER BARS, TYPICAL.

PROVIDE A MINIM UM OF 2 "A" BARS AND 2 "B" BARS EACH SIDE OF OPENING (1 EACH

TOTAL AREA ON EACH SIDE OF OPENING.

SPACE AT 3 BAR DIAMETERS (OR 3" MINIM UM) ON CENTER. LOCATE HALF OF

EXTRA REINFORCEMENT W HICH W ILL FIT, AT THE BAR SPACING IN NOTE 6.

AT OPENINGS W ITHIN 12" OF AN INTERSECTING W ALL OR SLAB, PROVIDE ONLY THE

CUT, SEE NOTE 6 & 7

BAND "A" BARS

BARS EQUAL

TOTAL AREA OF

CUT, SEE NOTE 6 & 7

EQUAL BAND "B" BARS

TOTAL AREA OF BARS

SEE NOTE 1

CUT BAND "B"

STEEL REINF

CUT BAND "A"

STEEL REINF

LARGER THAN 8"

OF REINF FOR OPNGS

OPNG +8", IN EA LAYER

1 - #5 HOOP, DIA OF

EA LAYER OF REINF

AT EA CORNER FOR

ADD 1 - #5x4'-0" DIAG

SEE NOTE 1

© JACOBS

NATIONAL PARK SERVICE

3. DO NOT W ELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS.

PROVIDE MINIM UM LAP, SEE GENERAL STRUCTURAL NOTES.

"A" BARS EF

AREA OF 2

NOTES:

ELEVATION

0330-002.dgn 6/16/2025

0330-002

OPENING REINFORCEMENT

W ALLS UNLESS INDICATED OTHERW ISE ON PLANS.

TYPICAL FOR ALL OPENINGS IN ABOVE GROUND BUILDING CONCRETE

W IDTH

8'-0" M AX

LOUVERS

OR

DOORW AY

W INDOW ,

SEE NOTE 1

"B" BAR

"A" BAR

SLAB

FLOOR

OPENINGS

ELEVATED FLOOR LEVEL

LEVEL W ALLS FOR

DOW ELS FROM LOW ER

OPENING. PROVIDE M ATCHING

"A" BARS EF REQD BELOW

EF REQD AND AREA OF 2

SLAB ON GRADE, #5 DIAGONAL

IF OPENING LOCATED ABOVE

HEIGHT

EXTEND FULL STORY

M ATCHING DOW ELS,

OF OPENING W /

EACH FACE, EACH SIDE

AREA OF 2 "B" BARS

EA LAYER OF REINF

AT EA CORNER FOR

ADD 1 - #5x4'-0" DIAGONAL

© JACOBS

NATIONAL PARK SERVICE

OTHERW ISE NOTED

90° HOOK UNLESS

STD ACI-318

NOTE 5, TYP

LAP, SEE3

N O

T E

L

NOTE

"L"

"L"

NOTE

NOTE

N O

T E

SINGLE REINFORCEMENT M AT

INTERSECTION REINFORCEMENT

W ITH CORNER AND

ON W ALL SECTIONS, LAP

INTERSECTIONS AS SHOW N

BETW EEN CORNERS AND

HORIZ W ALL REINFORCEMENT

0330-003A.dgn 6/16/2025

0330-003

DETAIL 1 OF 3

TYPICAL W ALL CORNER & INTERSECTION REINFORCEMENT

© JACOBS

NATIONAL PARK SERVICE

0330-003B.dgn 6/16/2025

DETAIL 2 OF 3

TYPICAL

NOTE 5

LAP, SEE

"C" BARS

"B" BARS

SEE PLANS

"A" BARS,

THE DW GS

AS NOTED ON

90° HOOK OR

STD ACI-318

THE DW GS

AS NOTED ON

STD HOOK OR

"E" BARS

"D" BARS

"G" BARS

"F" BARS

N O

T E

L

"L"

NOTE

NOTE

NOTE

"L"

N O

E

DOUBLE REINFORCEMENT M AT

INTERSECTION REINFORCEMENT

LAP W ITH CORNER AND

SHOW N ON DRAW INGS,

W ALL REINFORCEMENT AS

TYPICAL HORIZONTAL

© JACOBS

NATIONAL PARK SERVICE

0330-003C.dgn 6/16/2025

DETAIL 3 OF 3

NOTES:

AND "F" AND "G" BARS ARE THE SAME SIZE AND SPACING.

UNLESS OTHERW ISE NOTED, "B" AND "C" BARS ARE THE SAME SIZE AND SPACING6.

THE TW O REINFORCEMENT BARS BEING SPLICED.

STRUCTURAL NOTES. USE THE LAP LENGTH AS REQUIRED FOR THE SM ALLER OF

AS "NOTE 5" SHALL BE EQUAL TO ONE "LAP LENGTH" AS REQUIRED BY THE GENERAL

EXCEPT W HERE OTHERW ISE SHOW N ON THE DRAW INGS, THE LENGTH INDICATED5.

L = LENGTH OF W ALL PARALLEL TO THE BAR LENGTH IN QUESTION.4.

THE W ALL, EXCEPT THAT IN NO CASE SHALL IT BE LESS THAN A LAP LENGTH.

AS "NOTE 3" SHALL BE THE LESSER OF L/4, 10 FEET, OR 1.0 TIMES THE HEIGHT OF

EXCEPT W HERE OTHERW ISE SHOW N ON THE DRAW INGS, THE LENGTH INDICATED3.

INTERSECTIONS.

SECTIONS OR AS NOTED FOR THE REINFORCEMENT BETW EEN THE CORNERS OR

BE THE SAME AS THE W ALL HORIZONTAL REINFORCEMENT SHOW N ON THE W ALL

NOT SHOW N, NOTED OR TABULATED ON THE PLANS, THE SIZE AND SPACING SHALL

W HERE THE CORNER OR INTERSECTION REINFORCEMENT SIZE AND SPACING IS2.

SPLICES LOCATED W HERE SHOW N REGARDLESS OF BAR SIZE AND SPACING.

CORNERS AND INTERSECTIONS SHALL BE FABRICATED AND INSTALLED W ITH

FOR SIZE AND SPACING SEE PLANS. ALL HORIZONTAL REINFORCEMENT AT

LAYOUT IS SHOW N TO AVOID CONGESTION AND PERMIT PROPER PLACEMENT,

TYPICAL HORIZONTAL W ALL CORNER AND INTERSECTION REINFORCEMENT1.

© JACOBS

NATIONAL PARK SERVICE

0330-004A.dgn 6/16/2025

0330-004

>22

16, 18, 20

12, 14

W ALL THICKNESS (INCHES)

#8

#7

#6

#5

MINIM UM BAR SIZE

3.

2.

1.

0330-003

CONSTRUCTION JOINT

AT INTERMEDIATE

AT BASE SLABAT ELEVATED SLAB

CONST JOINT CONST JOINTCONST JOINT

W S

W S

W S

SEE NOTES

@ 6" EF,

HORIZ BARS

SEE NOTES

@ 6" EF,

HORIZ BARS

SEE NOTES

@ 6" EF,

HORIZ BARS

ABOVE, SEE .

PROVIDE CORNER BARS AT 6" SPACING EACH FACE TO LAP W ITH THE BARS SHOW N

REINFORCEMENT AT HORIZONTAL CONSTRUCTION JOINT

DETAIL 1 OF 2

W HICHEVER IS GREATER.

BAR SIZE SHOW N ON THE DRAW INGS OR THE MINIM UM BAR SIZE IN THE TABLE BELOW ,

HORIZONTAL BAR SIZE FOR THE 6’-0” ZONE SHALL BE THE TYPICAL W ALL HORIZONTAL

PROVIDE ADDITIONAL BARS FOR 6” SPACING.

STRUCTURES. W HERE TYPICAL W ALL HORIZONTAL BARS ARE AT 12” SPACING,

HORIZONTAL W ALL CONSTRUCTION JOINTS IN LIQUID CONTAINING AND BELOW -GRADE

PROVIDE HORIZONTAL BARS AT 6” SPACING EACH FACE IN THE FIRST 6’-0” ABOVE ALL

© JACOBS

NATIONAL PARK SERVICE

0330-004B.dgn 6/16/2025

0330-004

REINFORCEMENT AT HORIZONTAL CONSTRUCTION JOINT

DETAIL 2 OF 2

NOTES:

#8

#7

#6

#5

MINIM UM BAR SIZE

AT ELEVATED SLAB

6'-0" CONST JOINT

W S

NOTES

BARS @ 6" T&B, SEE

SLAB REINFORCING

H > 20"

14" > H < 20"

10" > H < 14"

H < 10"

SLAB THICKNESS (INCHES)

DRAW INGS OR THE MINIM UM BAR SIZE IN THE TABLE BELOW , W HICHEVER IS GREATER.

BAR SIZE FOR THE 6’-0” ZONE SHALL BE THE TYPICAL SLAB BAR SIZE SHOW N ON THE

BARS IS GREATER THAN 6", PROVIDE ADDITIONAL BARS FOR NET SPACING OF 6" M AXIM UM.

STRUCTURES OR PART OF BELOW -GRADE STRUCTURES. W HERE SPACING OF TYPICAL SLAB

THIS DETAIL APPLIES TO STRUCTURAL ELEMENTS THAT ARE PART OF HYDRAULIC

2.

1.

© JACOBS

NATIONAL PARK SERVICE

0330-005.dgn 6/16/2025

0330-005

VERTICAL W ALL REINFORCING / DOW EL PLACEMENT

EMBEDMENT LENGTH

ACI MINIM UM HOOK

SIZE

BAR

EMBED

MIN

#4 7"

#5 9"

#6

#7

#8

#9

#10

11"

12"

14"

16"

17"

CJ

L A

P

W ALL SECTION

NOTE:

O N

D R

A W

IN

G

S

IN

D

IC

A

T E

D

REINF AT CJ

ADDITIONAL HORIZ

0330-004

0315-154

TO AND BE TIED OFF TO BOTTOM M AT OF SLAB REINFORCING.

UNLESS NOTED OTHERW ISE, ALL DOW EL HOOKS SHALL EXTEND

D O

W E

L L

E N

G T

H A

S

R

Q U

IR

E

D

LENGTH

EMBEDMENT

MIN HOOK

REINFORCING

W ALL VERTICAL

TOP OF SLAB

M AY BE EXTENDED DOW N TO

LAP, W ALL VERTICAL REINFORCING

GREATER THAN REQUIRED

INDICATED ON DRAW INGS IS

W HERE THE DOW EL LENGTH

W ALL DOW ELS

SLAB REINFORCING

© JACOBS

NATIONAL PARK SERVICE

3" CLR

1.

2.

1'-0" 1'-0"

TYP

SECTION

ENCASEMENT RISER

0330-001

0330-017

0330-018

SLAB THICKNESS

0330-016.dgn 6/16/2025

PIPE ENCASEMENT

0330-016

AND LARGER, SEE

SECTION APPLIES TO PIPES W / DIAMETERS 18" AND SM ALLER. FOR 20" DIAMETER PIPES

TOGETHER. SEE

W HEN PIPE ENCASEMENT IS CLOSER THAN 4" TO SLAB ABOVE, TIE SLAB & ENCASEMENT

#5 TIES @ 12"

NOTES

GENERAL STRUCTURAL

LAP LENGTH, SEE

AROUND

8" MIN ALL

CONTINUOUS

7 - #5

AROUND PIPE SEE

TYPICAL OPENING REINF

2'-0" 2 - #5 EACH SIDE

CONSTRUCTION JOINT

IN ALL CONSTRUCTION JOINTS

CONTINUOUS ALL AROUND

HYDROPHILIC W ATERSTOP

ENCASEMENT REINF

TYPICAL PIPE

GROSS END AREA

EQUAL TO ENCASEMENT

AREA BELOW VERT PIPE RISER

PROVIDE LEVEL BEARING

ENCASEMENT

TIES CONT TO END OF

BOTTOM "U" SECTION OF

© JACOBS

NATIONAL PARK SERVICE

H=10 FEET

REINF

PIPE ENCASEMENT TABLE

20 THRU 30

36 THRU 42

48 THRU 54

UP TO 60

#5@ 12"

#5@ 12"

#6@ 12"

#6@ 12"

H=20 FEET

REINF

#5@ 12"

#6@ 12"

#7@ 12"

#6@ 6"

H=30 FEET

REINF

#5@ 12"

#7@ 12"

#7@ 6"

#7@ 6"

H=40 FEET

REINF

#6@ 12"

#6@ 6"

#7@ 6"

#7@ 6"

P

IP

E O

D T

Y P

E A

C H

F A

C E

C L

R

L A

P L

E N

G T

H

TYP EA SIDE

2.

3.

4.

1.

M

IN

5.

"H" IS FILL HEIGHT OR W ATER DEPTH OR COMBINATION ABOVE PIPE.

/2

FOR ENCASEMENT AT PIPE RISER, SEE .

6. HYDROPHILIC W ATERSTOP CONTINUOUS ALL AROUND IN ALL CONSTRUCTION JOINTS.

T

T T

T (in) T (in) T (in) T (in)

0330-016

0330-016

0330-016

0330-018

NOTES:

0330-017.dgn 6/16/2025

PIPE ENCASEMENT

0330-017

(IN.)

PIPE DIA

AND TW O. SEE NOTE 2.

HEAVY DARK LINE INDICATES BREAK BETW EEN ONE LAYER OF REINFORCEMENT

T Y

P

C L

R

N O

T E

S

S T

R U

C T

U R

A L

S E

E G

E N

E R

A L

BOTTOM OF SLAB, SEE NOTE 5

SEE NOTE 2 FOR T = 8"

"REINF" T&B, SEE TABLE.

END CLEARANCE, TYP

PLACEMENT AND

AS REQD FOR PIPE

SIDE, ROTATE HOOK

"REINF" TYP EACH

"REINF" T&B

OPTIONAL CONSTRUCTION JOINT

NOTE

SEE

TYP ALL AROUND

LONGITUDINAL,

#4@ 12"

AND SIDES

2" CLR, TYP TOP

SEE DETAIL .

THIS DETAIL APPLIES TO PIPE DIAMETER OF 20" AND LARGER. FOR SM ALLER THAN 20",

SIM .

FOR T=8" REINFORCEMENT SHALL BE ONE LAYER AND CENTERED IN SLABS OR W ALLS.

TOGETHER. SEE .

W HEN PIPE ENCASEMENT CLOSER THAN 4" TO SLAB ABOVE, TIE SLAB & ENCASEMENT

© JACOBS

NATIONAL PARK SERVICE

TYP 1'-0" 1'-0"

M

IN

M

IN

#5@ 12"

TYP

0330-016 0330-017

SECTION

JOINT DETAILNOTES:

0330-018.dgn 6/16/2025

PIPE ENCASEMENT AT SLAB

0330-018

2'-0"

2'-0"

/2

10"

6" PLASTIC W S IN ENCASEMENT JOINTS. W ELD TO W S IN SLAB JOINTS.

ENCASEMENT AND BOTTOM OF SLAB IS LESS THAN 4".

TIE PIPE ENCASEMENT TO SLAB AS SHOW N W HEN DISTANCE BETW EEN PIPE

OF SLAB ABOVE

1'-0" INTO TOP

EXTEND VERTS & BEND

SLAB JOINT, SEE SLAB JOINT DETAILS

ENCASEMENT JOINT TYPE SAME AS

#5@ 12", TYP

FOR CONT SEAL

SLAB JOINT

W ATERSTOP IN

JOINT. W ELD TO

IN ENCASEMENT

W ATERSTOP

6" PLASTIC

SLAB JOINT

CENTERED ON

PIPE JOINT +6"

LENGTH

COUPLING

AT JOINT

DISCONTINUOUS

ENCASEMENT REINF

#5@ 12" TYPICAL

TO ALLOW JOINT M OVEMENT (1" MIN)

RUBBER ALL AROUND COUPLING

CLOSED CELLULAR SPONGE

SLAB EXPANSION & CONTROL JOINTS

(W ITHOUT THRUST TIES) AT ALL

LOCATE PIPE FLEX COUPLING

FOR LOCATION & JOINT TYPE

OR CONTROL JOINT, SEE PLANS

CL SLAB EXP, CONTRACTION

#5@ 12"

NOT SHOW N

TYPICAL SLAB REINF

#5@ 12"

SEE NOTE 2

JOINT

CONSTRUCTION

SEE &

PIPE ENCASEMENT REINF

AT ENCASEMENT

THICKEN SLAB

© JACOBS

NATIONAL PARK SERVICE

C O

L L

A R

PIPE

PIPE OD + 2'-0" SQ

#5@ 12" EW

0330-001

PLAN/SECTION

ELEVATION

SHOW N

AND LAP AS

OF OPNG BEND

2 - #5 EA SIDE

PIPE OD + 4"

2 - #5 HOOPS

AROUND PIPE

1'-0", TYP

SEE PLANS

W ALL THICKNESS,

PIPE OD + 4"

2 - #5 HOOPS

PERIMETER

AROUND

#5 @ 12" ALL

FOR STEEL PIPE

SEEP RING

SEE

W ALL OPENING REINF

0330-021.dgn 6/16/2025

PIPE COLLAR

0330-021

© JACOBS

NATIONAL PARK SERVICE

4'-0"

INTERIOR

EXTERIOR

THICKNESS

TYP SLAB

W ALL & SLAB EDGE

PJF BEYOND AT BLDG

ROOFING FELT

2 LAYERS

SURFACE

EXTERIOR

OPENING

DOOR

REINF

SLAB

TYPICAL

W IDTH + 2'-0" EA END

ADDL #5 x OPNG

@ DOOR OPNG

STEP DOW N 1'-0"

EXTERIOR FDN W ALL

EA END

W IDTH + 2'-0"

2 ADDL #5 x OPNG

THICKNESS

TYP SLAB

BEARING W ALL

IN INTERIOR

DOOR OPENING

0330-041.dgn 6/16/2025

SLAB AT DOOR OPENING

0330-041

6" SPACING

TYP FOR

ALTN W /

ADDL #4@ 12"

4'-0"

6" SPACING

ALTN W / TYP FOR

ADDL #4@ 12"

M

IN

W ALL & SLAB EDGE

PJF BEYOND AT BLDG

W IDTH + 2'-0" EA END

2 ADDL #5 x OPNG

REINF CONT

SLAB

TYPICAL

2'-0"

2'-0"

TYP

@ DOOR OPNG

STEP DOW N 1'-0"

INTERIOR FDN W ALL

EA END, TYP

W IDTH + 2'-0"

2 ADDL #5 x OPNG

ROOFING FELT

2 LAYERS

1/2" PJF

M

IN

© JACOBS

NATIONAL PARK SERVICE

0330-043.dgn 6/16/2025

0330-043

TRENCH REINFORCING

C

A

S L

A B

T H

IC

K

N E

S S

O N

G R

A D

E

DIMENSIONS:

A > 1'-0"C = 1'-0" W HEN:

A < 1'-0"C = 6" W HEN:

SEE PLANSB = TRENCH DEPTH:

SEE PLANSA = TRENCH W IDTH:

THICKENED SLAB - TYPE B

A

B

S L

A B

T H

IC

K

N E

S S

O N

G R

A D

E

TYPICAL SLAB - TYPE A

EMBEDMENT LENGTH)

AND SPACING (A + 2 x

TYP SLAB BAR SIZE

B

EMBEDMENT LENGTH)

AND SPACING (A + 2 x

TYP SLAB BAR SIZE

0330-077TRENCH

0330-077TRENCH

3 MIN

TYP SPACING,

TYP BARS @

REINF SPACING

#5, M ATCH SLAB

B

REINFORCING T& B

TYP SLAB

#5@ 6"

#5@ 6"

3 MIN

TYP SPACING,

TYP BARS @

REINFORCING T& B

TYP SLAB

© JACOBS

NATIONAL PARK SERVICE

0330-044.dgn 6/16/2025

0330-044

0553-001

SIDES

TYP 3

REINF

TYP SLAB

REINF

TYP SLAB

0330-001

0330-001

IN-SLAB SUMP REINFORCEMENT

REQUIRED. SEE DETAIL

REBAR LOCATION SHALL ACCOM M ODATE GRATING CONNECTIONS W HERE

THICKENED SLAB - TYPE 'B'

W ALL THICKNESS

MIN 1'-0" OR

THICKNESS

GRADE

SLAB ON

12" MIN1'-0"

#5@ 6" TYP

3'-0"

PER

REINF 3 SIDES

DIAG & ADDL

EMBEDMENT

OF BAR

LENGTH PLANS

SEE

P L

A N

S

S E

E

CJ

& DOW ELS

TYP W ALL VERTS

BAR SIZE AND SPG

M ATCH TOP M AT

TYPICAL SLAB - TYPE 'A'

SIDES PER

DIAG & ADDL REINF 3

THICKNESS

GRADE

SLAB ON

BAR SIZE AND SPG

M ATCH TOP M AT

& DOW ELS

TYP W ALL VERTS

CJ

M

IN

S

E E

P L

A N

S

PLANS

SEEEMBEDMENT

TYP

OF BAR,

LENGTH

#5@ 6" TYP

3'-0"

© JACOBS

NATIONAL PARK SERVICE

0330-049.dgn 27-M AY-2025

0330-049

CONCRETE STAIR - ON GRADE

11"

1" NOSING,

TYP

11" TREAD, TYP

SECTION

PLAN

W

ID

T H

S T

A

IR

ON CORNERS, TYP

3/4" CHAMFER

ABRASIVE NOSING, TYP

SEE PLANS

LANDING EL,

M

A X

E Q

U A

L R

IS

E

R S

1/2" PJF

#4@ 12" EW CTRD

COMPACTED FILL AS SPECIFIED

UNDISTURBED EARTH OR

CAST STAIRS AGAINST FIRM

SIDEW ALK SLAB

FINISH GRADE

TO 8" MIN BELOW

THICKEN EDGE

O N

P L

A N

S

U

N O

PLANS

EL, SEE

LANDING

7"

CL POST, TYP

SEE PLAN FOR LENGTH

EMBEDDED ABRASIVE NOSING,

1'-0"

1/2" PJF

TYP

6"

SECTION THROUGH TREAD

0552-001

W ITH TYPE 'A' POST BASE

RAILING TYPE 'A'

© JACOBS

NATIONAL PARK SERVICE

DETAIL 1 OF 5

NOTES:

0330-105

0330-056E.dgn 6/16/2025

0330-056

GENERAL NOTE:

UNLESS NOTED OTHERW ISE.

EQUIPMENT SHALL BE 3 1/2" HIGH,

CONCRETE PADS FOR ELECTRICAL

ANCHORS SPECIFIED.

TO PAD IS REQUIRED, USE CONCRETE

W HEN ANCHORAGE OF EQUIPMENT

FOR GENERAL NOTES SEE DETAIL 5 OF 5.

CALCULATIONS

ANCHORAGE

OR AS REQUIRED BY

2" MIN ALL AROUND

10" M AX

REQD, 3 1/2" MIN,

PAD HEIGHT AS

FOR PAD HT > 4"

#4@ 12" EW , 1 1/2" CLR

FOR PAD HT < 4",

#3@ 12" EW , 1" CLR

EQUIPMENT

EQUIPMENT PAD

3/4" CHAMFER, TYP

FOR THICKNESS SEE PLANS

SLAB OR SLAB ON GRADE,

EXST OR NEW SUSPENDED

TO PLACING PAD

ROUGHEN & CLEAN PRIOR

CONSTRUCTION JOINT,

@ 12" OC @ PERIMETER

#4 ADHESIVE DOW EL

TYPE 'E'

CONCRETE EQUIPMENT PAD - TYPE 'E'

© JACOBS

NATIONAL PARK SERVICE

DETAIL 2 OF 5

0330-105

0330-056F.dgn 6/16/2025

M AX

M

IN1

4 1/2" MIN ALL AROUND

3" MIN ALL AROUND

#4@ 12" EW

FOR PAD HT > 10"

ADDL #4@ 6"SEE NOTE 7

2 - #4 @ TOP OF PAD

3/4" CHAMFER, TYP

& ANCHOR BOLT DETAILS

ANCHOR BOLT, SEE NOTES

EQUIPMENT BASE

OR EPOXY GROUT

NON-SHRINK GROUT

1 1/2" FLUID

ANCHOR BOLT SLEEVE

THICKNESS SEE PLANS

OR SLAB ON GRADE, FOR

EXST SUSPENDED SLAB

EMBED PER

@ 12" M AX, 4 MIN,

#5 ADHESIVE DOW EL

PRIOR TO PLACING PAD

ROUGHEN & CLEAN

CONSTRUCTION JOINT,

TYPE 'F'

CONCRETE EQUIPMENT PAD - TYPE 'F'

© JACOBS

NATIONAL PARK SERVICE

IN6

DETAIL 3 OF 5

0330-056G.dgn 6/16/2025

1.5

NOTE:

GENERAL NOTE:

ANCHORS SPECIFIED.

TO PAD IS REQUIRED, USE CONCRETE

W HEN ANCHORAGE OF EQUIPMENT

FOR GENERAL NOTES SEE DETAIL 5 OF 5.

M

IN6

MIN

ON PLANS

NOTED OTHERW ISE

6" MIN, TYP UNLESS

CLR FROM TOP SURFACE

#5@ 12" EW AT 2"

#5 CONT

GRADE

FINISH

SEE NOTE

ANCHORS,

CONCRETE

EQUIPMENT

TYP

CHAMFER,

3/4"

ALL AROUND

EDGE OF SLAB

THICKENED

TYPE 'G'

CONCRETE EQUIPMENT PAD - TYPE 'G'

© JACOBS

NATIONAL PARK SERVICE

IN

DETAIL 4 OF 5

0330-056H

1.5

NOTE:

ANCHORS SPECIFIED.

TO PAD IS REQUIRED, USE CONCRETE

WHEN ANCHORAGE OF EQUIPMENT

M

IN

ON PLANS

NOTED OTHERWISE

6" MIN, TYP UNLESS

#5@12" EW T&B

2 - #5 CONT

GRADE

FINISH

SEE NOTE

ANCHORS,

CONCRETE

EQUIPMENT

ALL AROUND

EDGE OF SLAB

THICKENED

TYP

CHAMFER,

3/4"

TYPE 'H'

CONCRETE EQUIPMENT PAD - TYPE 'H'

© JACOBS

NATIONAL PARK SERVICE

GRAND CANYON NATIONAL PARK

SOUTH RIM

DETAIL 3 OF 5

DETAIL 5 OF 5

CONCRETE EQUIPMENT PAD - NOTES

AB DIA (IN.)

MIN PAD HT (IN.)

1 2

7 10 11 15 18 21 24

1/2 5/8 3/4 7/8 1 1/4 1 3/8 1 1/2 1 3/4

8 1/2 12 1/2 16 1/2

0330-057

NOTES:

WITH 4" MINIMUM EDGE DISTANCE IN EACH DIRECTION.

AND APPROVED BY THE CONTRACTING OFFICER. ANCHORS SHALL BE INSTALLED

THAN 3/4" DIAMETER WHEN APPROVED BY THE EQUIPMENT MANUFACTURER

OF CAST-IN-PLACE ANCHOR BOLTS FOR EQUIPMENT ANCHOR BOLTS LESS

AT CONTRACTOR'S OPTION, CONCRETE ANCHORS MAY BE USED IN LIEU9.

SURROUNDING FLOOR SLAB AFTER THE EQUIPMENT PAD.

TYPE "D" PAD SHALL BE USED ONLY WHERE SPECIFICALLY INDICATED. PLACE THE 8.

MINIMUM SHOWN, USE TYPE "B" EQUIPMENT PAD WITH BLOCKOUT.

EQUIPMENT OR PIPING ELEVATION REQUIRE A PAD HEIGHT LESS THAN THE

KEEP ANCHOR BOLT ABOVE SUPPORTING…