MORU_CD_Volume_2_0006.pdf

OLD

BALDY

MOUNTAIN

TO 385

MOUNT RUSHMORE

SCULPTURES

VISITOR AREA

LEGEND

AMPHITHEATER

WATER RESERVOIR

CONCESSION

BUILDING

ENERGY

CENTER

DORMITORY

INTERPRETIVE

CENTER

MAINTENANCE BUILDING

SCULPTOR'S STUDIO

& RESIDENCE

WASTE WATER

TREATMENT PLANT

WATER PUMPING

& STORAGE AREA

SWITCHBACK

(INACTIVE)

HOUSING

AREA

TO 36

16A

KEYSTONE

TO 16

TO

HAYWARD

THIS PROJECT

MOUNT RUSHMORE NATIONAL MEMORIAL

SCALE OF FEET

400' 0' 800'

100 0 100 200

400'

SCALE OF METERS

WASTEWATER TREATMENT PLANT EXPANSION

MAP LEGEND

PARK BOUNDARY

PAVED ROAD

UNPAVED ROAD

TRAIL

VISITOR CENTER

PARK HEADQUARTERS

PARKING

RESTROOMS

HQ.

V.C.

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VOL2

MOUNT RUSHMORE NATIONAL MONUMENT

272051

COVER SHEET VOLUME 2RDW

CLZ / TWM / HHD

06/13/23

RDW

18678702-

FINAL CONSTRUCTION DOCUMENTS

SCHEDULE OF DRAWINGS VOLUME 2

SHEET SUB-SHEET SHEET NAME

69 02-VOL2 COVER SHEET VOLUME 2

70 02-G001 NORTH BUILDING CODE ANALYSIS

71 02-X101 NORTH BUILDING ARCHITECTURAL DEMOLITION PLANS

72 02-X102 NORTH BUILDING LOWER LEVEL PROCESS DEMOLITION PLAN

73 02-X103 NORTH BUILDING MECHANICAL DEMOLITION PLANS

74 02-X104 NORTH BUILDING LOWER LEVEL PLUMBING DEMOLITION

75 02-X105 NORTH BUILDING UPPER LEVEL PLUMBING DEMOLITION PLAN

76 02-X106 NORTH BUILDING LOWER LEVEL ELECTRICAL DEMOLITION PLAN

77 02-X107 NORTH BUILDING UPPER LEVEL ELECTRICAL DEMOLITION PLAN

78 02-X301 NORTH BUILDING PROCESS DEMOLITION SECTIONS

79 02-X601 NORTH BUILDING ELECTRICAL MCC - 1 ONE-LINE - DEMO

80 02-X602 NORTH BUILDING MISC ONE-LINE - DEMO

81 02-S101 NORTH BUILDING FOUNDATION PLAN

82 02-S102 NORTH BUILDING UPPER LEVEL FLOOR PLAN

83 02-S103 NORTH BUILDING ROOF FRAMING PLAN AND TRUSS LOADING DIAGRAMS

84 02-S301 NORTH BUILDING SECTIONS

85 02-S501 NORTH BUILDING STRUCTURAL DETAILS

86 02-A101 NORTH BUILDING LOWER LEVEL FLOOR PLAN

87 02-A102 NORTH BUILDING UPPER LEVEL FLOOR PLAN

88 02-A103 NORTH BUILDING REFLECTED CEILING AND ROOF PLANS

89 02-A201 NORTH BUILDING EXTERIOR ELEVATIONS

90 02-A301 NORTH BUILDING SECTIONS AND DETAILS

91 02-A302 NORTH BUILDING WALL SECTIONS

92 02-A501 NORTH BUILDING DETAILS

93 02-A601 NORTH BUILDING DOOR AND WINDOW SCHEDULES

94 02-A602 NORTH BUILDING CASEWORK & INTERIOR ELEVATIONS & SECTIONS

95 02-A603 NORTH BUILDING ROOM FINISH SCHEDULE

96 02-D101 NORTH BUILDING LOWER LEVEL PROCESS PLAN

97 02-D102 NORTH BUILDING UPPER LEVEL PROCESS PLAN

98 02-D301 NORTH BUILDING PROCESS SECTIONS

99 02-D302 NORTH BUILDING PROCESS SECTIONS

100 02-D401 NORTH BUILDING ENLARGED PROCESS PLAN

101 02-D501 NORTH BUILDING PROCESS DETAILS

102 02-D901 NORTH BUILDING PROCESS ISOMETRIC VIEW

103 02-D902 NORTH BUILDING PROCESS ISOMETRIC VIEW

104 02-D903 NORTH BUILDING MICRO-C ISOMETRIC

105 02-M101 NORTH BUILDING LOWER LEVEL MECHANICAL PLAN

106 02-M102 NORTH BUILDING UPPER LEVEL MECHANICAL PLAN

107 02-P101 NORTH BUILDING LOWER LEVEL PLUMBING PLAN

108 02-P102 NORTH BUILDING UPPER LEVEL PLUMBING PLAN

109 02-P103 NORTH BUILDING PLUMBING RISER DIAGRAMS

110 02-E101 NORTH BUILDING LOWER LEVEL POWER PLAN

111 02-E102 NORTH BUILDING UPPER LEVEL POWER PLAN

112 02-E103 NORTH BUILDING LOWER LEVEL LIGHTING PLAN

113 02-E104 NORTH BUILDING UPPER LEVEL LIGHTING PLAN

114 02-E105 NORTH BUILDING LIGHTNING PROTECTION / GROUNDING PLAN

115 02-E601 NORTH BUILDING MCC1 ONE-LINE

116 02-E602 NORTH BUILDING 02-SWBD-1 ONE-LINE AND ELEVATION

117 02-E603 NORTH BUILDING 02-MCC-1 AND ELEVATION

118 02-E604 NORTH BUILDING 02-MCC-2 ONE-LINE AND ELEVATION

119 02-E605 NORTH BUILDING MOTOR CONTROL DIAGRAM 1

120 02-E606 NORTH BUILDING MOTOR CONTROL DIAGRAM 2

121 02-E607 NORTH BUILDING SCHEDULES

VOLUME 2

C (10.0')

C (5

.0 ')C (8.5')

C

.0

C (10.0')

C

.1

W D A

.0

A2 (15.0')

A

.9

A1 (22.0')

A

.0

A1 (16.7')

A

.2

A

.0

B (11.5')

B

.4

APPLICABLE CODES

REFERENCE:

IBC 2021

NFPA 101 2021

(where IBC is silent)

NFPA 820 2020

IEBC 2021

IECC 2018

IPC 2021

IMC 2018

NFPA 70 2020

IFC 2021

IFGC 2018

APPLICABLE CODES:

COMMERCIAL BUILDING:

LIFE SAFETY:

FIRE PROTECTION IN WASTEWATER

TREATMENT & COLLECTION FACILITIES:

NPS STRUCTURAL FIRE

REFERENCE MANUAL 58:

EXISTING BUILDING CODE:

ENERGY CONSERVATION:

PLUMBING:

MECHANICAL:

ELECTRICAL:

FIRE:

FUEL/GAS:

716 SF

BUSINESS

78 SF

INDUSTRIAL

68 SF

ACC STORAGE

251 SF

MECHANICAL

219 SF

MECHANICAL

228 SF

TABLES/CHAIRS

58 SF

INDUSTRIAL

OCC

9'-10"

"M

IN

12" MIN.

FIRE-RETARDANT

TREATED WOOD

FRAMING W/ TYPE X

GWB AND (2) LAYERS

OF TYPE X GWB ON

CEILING USED TO MEET

NON-COMBUSTIBLE

CONSTRUCTION

REQUIREMENTS OF

NFPS 820

FEC

FEC

MAXIMUM OCCUPANT LOAD WITH ONE EXIT/DOOR (TABLE 1006.2.1)

B/F-1= 49 OCC.

S-1= 29 OCC.

IBC 1008.3 EMERGENCY POWER FOR ILLUMINATION

THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL

NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY.

IBC 1204.5 EMERGENCY EGRESS LIGHTING: THE MEANS OF EGRESS

SHALL BE ILLUMINATED IN ACCORDANCE WITH IBC 1008.1.

ACCESSIBLE ROUTE PLAN

BOTH LEVELS OF THE SOUTH BUILDING AND THE LOWER LEVEL OF THE

NORTH BUILDING ARE USED FOR THE MECHANICAL AND PROCESS

EQUIPMENT OF THE WASTEWATER TREATMENT PLANT, AND ARE NOT

REQUIRED TO BE ACCESSIBLE SPACES.

THE SUPPORT SPACES IN THE UPPER LEVEL OF THE NORTH BUILDING

WILL BE FULLY ACCESSIBLE WHERE REQUIRED BY ABA. AN ACCESSIBLE

ROUTE WILL EXTEND TO A MARKED ACCESSIBLE PARKING STALL SOUTH

OF THE NORTH BUILDING.

FIRE PROTECTION & LIFE SAFETY

NORTH BUILDING - CHEMICAL STORAGE:

NORTH BUILDING- THE MICRO-C LOCATED ON THE LOWER LEVEL IS AN

IRRITANT AND DOES NOT HAVE AN MAQ.

NFPA 820 REQUIREMENTS:

IN THE NORTH BUILDING, THE EXISTING PROCESS EQUIPMENT ROOM

AND NEW PROCESS EQUIPMENT ROOMS CONTAIN SLUDGE PUMPS AND

FALL UNDER NFPA 820 TABLE 6.2.2(A) ROW 9 LINE B, WHICH REQUIRES

CONTINUOUS VENTILATION AT 6 ACH TO MAKE THE SPACE

UNCLASSIFIED.

CONSTRUCTION TYPE- VB

ALLOWABLE AREA: (TABLE 506.2) NS= NOT SPRINKLERED

B-- 9,000 SF (NS)

F-1-- 8,500 SF (NS)

S-1-- 9,000 SF (NS)

SEPARATION (TABLE 508.4)

B/F-1/S-1 NONE REQUIRED

FIRE-RESISTANCE REQUIREMENTS FOR BUILDING ELEMENTS (VB):

TABLE 601

PRIMARY STRUCTURAL FRAME - 0 HRS.

BEARING WALLS: EXTERIOR - 0 HRS.

INTERIOR - 0 HRS.

NON-BEARING WALLS AND PARTITIONS:

EXTERIOR (TABLE 602) 10’<=X<=30’ - 0 HRS.

INTERIOR - 0 HRS

FLOOR CONSTRUCTION AND SECONDARY MEMBERS - 0 HRS

ROOF CONSTRUCTION AND SECONDARY MEMBERS - 0 HRS.

DUE TO OCCUPANCY TYPE, USE OF CONTROL AREAS, AND AREA SIZE, A

SPRINKLER SYSTEM IS NOT REQUIRED BY THE IBC IN EITHER BUILDING.

(CHAPT. 9) ALSO SEE FIRE PROTECTION & LIFE SAFETY.

USE: UPPER LEVEL OF THE BUILDING IS OCCUPIED SPACE USED FOR

OFFICE, LABORATORY FOR AFFLUENT TESTING, BREAK ROOM,

LOCKER/SHOWER/RESTROOM, AND ELECTRICAL ROOMS. LOWER LEVEL

WILL BE USED TO HOUSE PROCESS EQUIPMENT INCLUDING AERATION

BASIN RECIRCULATION PUMPS, RETURN ACTIVATED SLUDGE/WASTE

ACTIVATED SLUDGE (RAS/WAS) PUMPS, FILTERS, AND UV TREATMENT.

OCCUPANCY CLASSIFICATION: B- OFFICE/ LABORATORY

F-1- FACTORY INDUSTRIAL.

S-1- MODERATE HAZARD STORAGE

NORTH BUILDING (SERIES 02)

1879 SF

INDUSTRIAL

558 SF

STORAGE

OCC

OCC

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G001

MOUNT RUSHMORE NATIONAL MONUMENT

272051

NORTH BUILDING CODE

ANALYSIS

KJH

CLZ / TWM / HHD

06/13/23

RDW

18678702-

FINAL CONSTRUCTION DOCUMENTS

SCALE A G001

UPPER LEVEL CODE PLAN2

SCALE A G001

LOWER LEVEL CODE PLAN1

IBC 2021 TABLE 1006.2.1

COMMON PATH DISTANCES

Egress Route Name Route Total

CP Max Dist Permitted

A1 14.0' 75'-0"

A2 14.0' 75'-0"

B 42.5' 75'-0"

C 74.6' 75'-0"

IBC 2021 TABLE 1017.2

EGRESS TRAVEL DISTANCES

Egress Route Name Route Total

ET Max Dist Permitted

A1 92.9' 200'-0"

A2 46.0' 200'-0"

B 42.5' 200'-0"

C 74.6' 200'-0"

TABLE 1004.5 IBC 2021

OCCUPANT LOAD SCHEDULE

CLASS FUNCTION OF SPACE AREA FACTOR

OCC

LOAD

LOWER LEVEL

S-1 ACCESSORY STORAGE AREA, MECHANICAL EQUIPMENT ROOM 558 SF 300 2

F-1 INDUSTRIAL AREAS 1,879 SF 100 19

2,437 SF 21

UPPER LEVEL

S-1 ACCESSORY STORAGE AREA, MECHANICAL EQUIPMENT ROOM 538 SF 300 3

B ASSEMBLY W/O FIXED SEATS - UNCONCENTRATED (TABLES & CHAIRS) 228 SF 15 16

B BUSINESS AREAS 716 SF 150 5

F-1 INDUSTRIAL AREAS 136 SF 100 1

1,618 SF 25

BUILDING TOTAL: 4,055 SF 46

IC

IC

IC

IC

IC

IC

IC

IC

IC

IC

ICICIC

IC

ICIC

IC

IC

IC

IC

IC

IC

IC

IC

ICW

D

T

IC

X01

X02 X04X03

X05

X05

X055' -0

X05

X28

A36

X07

X08

X15 X15

3'-0"

X12

X06 X02X03

X09

X11

X16 X13

X09 X10

X02

X22

X18

X03 X19

X09

1'-8 1/2"

X23

X16

X01

X15

X04

X03

X20

X20

X03

X02

X03 X06

X20

X20

X14

X21

X17

X21

1. ALL BOLD OR FULL-TONE LINES INDICATE ITEMS TO BE

REMOVED OR RELOCATED. ALL LIGHT OR HALF-TONE LINES

INDICATE EXISTING ITEMS TO REMAIN.

DEMO HATCH:

2. WHERE DEMOLITION OCCURS ADJACENT TO SURFACES

INDICATED TO REMAIN, CARE SHOULD BE TAKEN NOT TO

DESTROY OR DAMAGE EXISTING SURFACES. IF DAMAGE

OCCURS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PATCH

AND REPAIR THESE SURFACES TO ORIGINAL CONDITION.

GENERAL CONTRACTOR SHALL COORDINATE WITH

MECHANICAL AND ELECTRICAL CONTRACTORS TO PATCH

EXISTING SURFACES DAMAGED BY DEMOLITION OR

INSTALLATION OF NEW MECHANICAL AND/OR ELECTRICAL

SYSTEMS.

3. THE OWNER RESERVES THE FIRST RIGHT OF SALVAGE ON ALL

ITEMS. ANY ITEMS NOT SALVAGED BY THE OWNER SHALL BE

REMOVED AND DISPOSED OF OFF SITE.

4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ALL

PROVISIONS FOR DUST CONTROL, DEBRIS REMOVAL SHUT-

OFFS, ETC.

5. PATCH AND REPAIR ALL HOLES OR PENETRATIONS THRU FIRE

RATED WALLS, FLOOR AND ROOF WITH APPROVED

FIRESTOPPING MATERIALS.

GENERAL DEMOLITION NOTES

LOWER LEVEL

ELEV. = 100'-0"

UPPER LEVEL

ELEV. = 112'-0"

T.O.W. EXISTING

ELEV. = 123'-0"

T.O.W. NEW

ELEV. = 121'-1 1/8"

T.O.W. MAINT.

ELEV. = 114'-0"

A41

A42

A41 X20 X05

SCALE A X101

LOWER LEVEL DEMOLITION PLAN1

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X101

MOUNT RUSHMORE NATIONAL MONUMENT

272051

NORTH BUILDING

ARCHITECTURAL

DEMOLITION PLANS

KJH

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06/13/23

RDW

18678702-

FINAL CONSTRUCTION DOCUMENTS

SCALE A X101

UPPER LEVEL DEMOLITION PLAN2

SCALE A X101

3D DEMOLITION VIEW4

KEYNOTES - DEMOLITION

# DESCRIPTION

A36 BID OPTION #3. SEE MEPD

A41 STANDING SEAM ROOF (E)

A42 CEDAR SHIPLAP SIDING (E)

X01 SAWCUT AND REMOVE SIDEWALK AS NEEDED FOR NEW CONSTRUCTION

X02 REMOVE SHIPLAP SIDING; SALVAGE AS REASONABLY POSSIBLE FOR INFILL USE

X03 REMOVE TRIM

X04 REMOVE EXISTING FURRING AND RIGID INSULATION; REPAIR CONCRETE AS NEEDED

X05 SEE MEPD DEMOLITION PLANS

X06 REMOVE PORTION OF WALL SHOWN DASHED FOR NEW OPENING - SEE NEW WORK PLANS

X07 REMOVE SHOWER & FITTINGS COMPLETE

X08 REMOVE SINK, FITTINGS, & COUNTERTOP COMPLETE; SEE MEP DEMOLITION PLANS;

REPAIR WALL AS NEEDED

X09 REMOVE WALL SHOWN DASHED COMPLETE

X10 REMOVE DOOR, FRAME AND HARDWARE COMPLETE

X11 REMOVE MOP SINK/FAUCET & WALL TILE; SEE MEP DEMOLITION PLANS; REPAIR WALL AS

NEEDED

X12 REMOVE CASEWORK AND SINK; SEE MEP DEMOLITION PLANS; REPAIR WALL AS NEEDED

X13 REMOVE LOCKERS AND BUILT-IN SEAT

X14 REMOVE CEILING TILES AND GRID; PREP FOR NEW CEILING GRID AND TILES

X15 REMOVE WINDOW & SILL COMPLETE

X16 REMOVE TOILET, GRAB BARS, & ACCESSORIES; SEE MEP DEMOLITION PLANS; CAP

PLUMBING FOR FUTURE USE

X17 REMOVE SOFFIT, REPAIR WALL AS NEEDED FOR NEW ATC GRID

X18 REMOVE ALL WALL AND FLOOR TILE IN ROOM; PREPARE SURFACES FOR NEW CT

X19 MODIFY ROOF, SOFFIT, FASCIA AS NEEDED FOR NEW CONSTRUCTION

X20 REMOVE LOUVER COMPLETE

X21 REMOVE GWB CEILING THIS ROOM COMPLETE

X22 REMOVE EYEWASH STATION COMPLETE; SEE MEP DEMOLITION PLANS; REPAIR WALL AS

NEEDED

X23 REMOVE/MODIFY ELECTRICAL GEAR PER ELECTRICAL DRAWINGS

X28 REMOVE HORIZONTAL RAILINGS BETWEEN 2 EXISTING POSTS; PREP FOR NEW GATE

SCALE A X101

UPPER LEVEL CEILING DEMOLITION PLAN3

SCALE A X101

SOUTH ELEVATION DEMO5

W D

X301

X301

X01X01X01

X02

X03X03 X03X03

X04 X04

X05

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X102

MOUNT RUSHMORE NATIONAL MEMORIAL

272051

NORTH BUILDING LOWER

LEVEL PROCESS

DEMOLITION PLAN

CLR

DJG

06/13/23

KSP

18678702-

FINAL CONSTRUCTION DOCUMENTS

ASCALE

NORTH BUILDING LOWER LEVEL PLAN

GENERAL NOTES

1. THE TREATMENT FACILITY MUST REMAIN IN OPERATION AT ALL TIMES.

2. COORDINDATE AND SCHEDULE WORK IMPACTING TREATMENT

PROCESSES WITH THE OWNER AND OBTAIN PRIOR APPROVAL. REFER TO

SECTION 01 31 00 FOR ADDITIONAL REQUIREMENTS.

3. REMOVE ALL SUPPORTS AND ANCHOR BOLTS, PATCH THE STRUCTURE AS

SPECIFIED IN SECTION 01 73 29.

4. EQUIPMENT CONNECTIONS VARY BY MANUFACTURER AND ARE TO BE

COORDINATED BY THE INSTALLING CONTRACTOR.

5. SEE SPECIFICATION SECTION 01 27 00 FOR DESCRIPTION OF BID OPTIONS.

KEYNOTES - DEMOLITION

# DESCRIPTION

X01 REMOVE CARTRIDGE FILTER SYSTEM INCLUDING FILTER HOUSING,

PIPING, FEED PUMP, EQUIPMENT PAD, AND CONTROL VALVE.

X02 REMOVE UV DISINFECTION SYSTEM, MODIFY PIPING AS NECESSARY

TO ACCOOMODATE THE NEW UV SYSTEM CONNECTIONS.

X03 REMOVE EXISTING RECYCLE AND RAS PUMPS. MODIFY PIPING AS

NECESSARY TO ACCOMODATE NEW PUMP CONNECTIONS.

X04 REMOVE SLUDGE GRINDERS AND EQUIPMENT PAD (OUT OF

SERVICE).

X05 REMOVE EXISTING PROCESS PIPING AS NECESSARY TO ALLOW

INSTALLATION OF NEW FITTINGS OR PROCESS CONNECTIONS.

X06 REMOVE FLOOR AND EXCAVATE TO ACCESS BURIED FITTING.

X07 REMOVE EXISTING SUMP PUMPS AND ACCESSORIES AS NECESSARY

TO ALLOW INTALLATION OF NEW PUMPS AND ACCESSORIES.

X08 BID OPTION #3: REMOVE EXISTING AIR COMPRESSOR AND PREPARE

EXISTING PIPING, EQUIPMENT PAD, AND ELECTRICAL CONNECTIONS

FOR RECONNECTION TO NEW AIR COMPRESSOR.

X09 BASE BID: EXISTING AIR COMPRESSOR AND PIPING TO REMAIN

IN-PLACE. PROTECT DURING CONSTRUCTION.

X20

X1

X1

X1

X2

X2

X2

X16

X2

X2

X17 X17

X18

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X103

MOUNT RUSHMORE NATIONAL MEMORIAL

10298966

NORTH BUILDING

MECHANICAL DEMOLITION

PLANS

Designer

Checker

06/13/23

AJC

18678702-

FINAL CONSTRUCTION DOCUMENTS

ASCALE

HVAC DEMOLITION LOWER LEVEL

ASCALE

HVAC DEMOLITION UPPER LEVEL

KEYNOTES - DEMOLITION

# DESCRIPTION

X1 DEMOLISH EXHAUST SYSTEM (FAN,

DUCTWORK, LOUVERS AND CONTROLS) ONLY

AFTER THE NEW EXHAUST SYSTEM

COMMISSIONED AND READY FOR

OPERATION.

X2 DEMOLISH ELECTRICAL ROOM VENTILATION

ONLY AFTER NEW ELECTRICAL ROOM

COOLING/HEATING IS COMMISSIONED AND

READY FOR OPERATION.

X16 DEMOLISH EXISTING AHU AND ASSOCIATED

CONDENSING UNIT INCLUDING ALL

ASSOCIATED PIPING, SUPPORTS,

ACCESSORIES, ETC.

X17 DEMOLISH EXISTING DIFFUSER.

X18 DEMOLISH EXISTING GRILLE.

X20 DEMOLISH HYDRONIC EQUIPMENT AND

PIPING. CAP/PLUG ABANDONED PIPING

EMBEDDED IN SLAB.

GENERAL PLAN NOTES

1. FOR INFILL OF WALL OPENINGS CREATED BY

DEMOLITION, SEE DETAIL 03-A102.

2. WALL PENETRATION TO BE FILLED TO MATCH EXISTING

WALL CONDITIONS.

X4

X4

X4

X3

X12

X11

X13X13X13 X13

X14

X21

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X104

MOUNT RUSHMORE NATIONAL MEMORIAL

10298966

NORTH BUILDING LOWER

LEVEL PLUMBING

DEMOLITION

RDM

DJD

06/13/23

RDM

18678702-

FINAL CONSTRUCTION DOCUMENTS

ASCALE

NORTH BUILDING LOWER LEVEL PLUMBING PLAN

KEYNOTES - DEMOLITION

# DESCRIPTION

X3 DEMOLISH EXISTING GAS PIPING SERVING EXISTING BOILER THAT

IS BEING REMOVED.

X4 DEMOLISH EXISTING SANITARY PIPING THAT SERVES FIXTURES

AT FLOOR ABOVE.

X11 DEMOLISH EXISTING SW PIPING THAT SERVES AS EXISTING

BOILER SYSTEM MAKE-UP WATER. CAP PIPING AT MAIN.

X12 DEMOLISH EXISTING CAPPED SW PIPING AT WALL AND DEMOLISH

ASSOCIATED SW PIPING BACK TO MAIN AND CAP.

X13 DISCONNECT EXISTING SW PIPING FROM EXISTING PUMPS. SW

PIPING TO BE RECONNECTED TO NEW PUMPS AT NEW

LOCATIONS.

X14 SEE DETAIL 1 ON SHEET 02-P101 FOR DEMOLITION WORK

REQUIRED TO EXISTING LP GAS SERVICE.

X21 RELOCATE AIR COMPRESSOR, OIL FILTER, AIR RECIEVER, DRYER

AND PRV VALVES.

X5X6

X7

X8

X10

X9

X15

X19

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P M

X105

MOUNT RUSHMORE NATIONAL MEMORIAL

10298966

NORTH BUILDING UPPER

LEVEL PLUMBING

DEMOLITION PLAN

RDM

DJD

06/13/23

RDM

18678702-

FINAL CONSTRUCTION DOCUMENTS

ASCALE

NORTH BUILDING UPPER LEVEL PLUMBING DEMOLITION PLAN

KEYNOTES - DEMOLITION

# DESCRIPTION

X5 DEMOLISH EXISTING MOP SINK, EMERGENCY EYEWASH

AND ALL ASSOCIATED PIPING.

X6 DEMOLISH EXISTING WATER CLOSET AND ALL

ASSOCIATED PIPING.

X7 DEMOLISH EXISTING LAVATORY AND ALL ASSOCIATED

PIPING.

X8 DEMOLISH EXISTING SHOWER AND ALL ASSOCIATED

PIPING.

X9 DEMOLISH EXISTING SINK. DEMOLISH EXISTING HOT

AND COLD WATER LINES BACK TO BEHIND FINISHED

WALL SURFACE AND ABANDON VERTICAL RISERS IN

WALL. DEMOLISH TRAP ARM PIPING BACK TO BEHIND

FINISHED WALL SURFACE AND CAP. VERTICAL WASTE

AND VENT PIPING IN WALL TO REMAIN IN WALL FOR

FUTURE CONNECTION.

X10 DEMOLISH EXISTING PIPING.

X15 DEMOLISH EXISTING EYEWASH AND ASSOCIATED

PIPING.

X19 DEMOLISH EXISTING HOT AND COLD WATER PIPING

ABOVE CEILING.

T

IC

IC

IC

IC

IC

IC

IC

IC

IC

IC

ICIC

IC

IC

ICIC

IC

IC

IC

IC

IC

IC

IC

IC

IC

LP2

AIR COMPRESSOR

AND AIR DRYER

UNDERGROUND

DUCTBANK

PREVIOUS GRINDER LOCATION,

REMOVE ALL ABONDONED

WIRING BACK TO IT'S SOURCE

PULLBOX

DUCT FAN DF-2

DF-2 MOTOR

STARTER

CARTRIDGE FILTER

BOOSTER PUMP CFBP-1

WIREWAYS AT

CEILING LEVEL

WIREWAYS AT

CEILING LEVEL

UV CP

SUMP PUMPS

AND CP

R W

A S

-1

A R

P -1

A R

P -2

R W

A S

-2

FIT-195

FIT-188

FIT-186

FIT-181

FIT-178

FIT-176

FIT-171

PSLL-187

FE-186

PSHH-189

PREVIOUS GRINDER LOCATION,

REMOVE ALL ABONDONED

WIRING BACK TO IT'S SOURCE

FE-181

PSHH-183

FE-188

GRINDER CP

FE/FIT-195

FE-171

PSHH-173PSLL-172

FE-178

PSHH-179

FE-176

PSLL-177

CARTRIDGE

FILTER

CONTROL

VALVE

AIT-190

AIT-156

AIT-196

AIT-197

X01

ASCALE

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFA

u to d e s k D o c s /1

M O

R U

W a s te w a te r R e h a b a n d

E x p a n s io n

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:5

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X106

MOUNT RUSHMORE NATIONAL MEMORIAL

10298966

NORTH BUILDING LOWER

LEVEL ELECTRICAL

DEMOLITION PLAN

GB

KLG

06/13/23

MTJ

18678702-

FINAL CONSTRUCTION DOCUMENTS

ASCALE

NORTH BUILDING LOWER LEVEL ELECTRICAL DEMOLITION PLAN

(A B

O V

E

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, PAINTING

OR REPLACEMENT OF ALL WALL, CEILING, OR OTHER BUILDING

ELEMENTS WHICH ARE DISTURBED AS PART OF THE DEMOLITION OR

INSTALLATION OF ELECTRICAL WORK.

2. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL SWITCHES,

DISCONNECTS, LIGHTING FIXTURES AND OTHER ASSOCIATED ITEMS AS

SHOWN (CROSSHATCHED). REMOVE ASSOCIATED WIRING AND

RACEWAYS UNLESS NOTED OTHERWISE. THE ITEMS INDICATED

SPECIFICALLY ON THE DRAWINGS TO BE REMOVED ARE ONLY TO

INDICATE IN GENERAL TO THE CONTRACTOR THE AMOUNT OF

DEMOLITION WORK INVOLVED. A SITE INVESTIGATION BY THE

CONTRACTOR SHOULD BE PERFORMED TO AID IN DETERMINING THE

COMPLETE EXTENT OF WORK INVOLVED.

3. ALL EXISTING BRANCH CIRCUITS BEING REMOVED SHALL BE REMOVED

AS COMPLETE AS POSSIBLE. EXISTING CONDUCTORS SHALL BE

REMOVED COMPLETELY FROM THEIR RACEWAYS, REMOVED FROM SITE

AND NOT REUSED EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE.

WHERE AN EXISTING DEVICE IS SHOWN REMOVED FROM AN EXISTING

CIRCUIT, NEW WIRING SHALL BE PROVIDED AS REQUIRED TO INSURE

CONTINUITY OF EXISTING CIRCUIT. ELECTRICAL RACEWAYS WHERE

STUBBED FROM A CONCRETE FLOOR OR WALL SHALL BE CHISELED 2

INCHES BELOW SURFACE, GROUTED AND SCREED.

4. ALL EXISTING LIGHT FIXTURES, LAMPS, AND ELECTRICAL EQUIPMENT

SHOWN TO BE REMOVED SHALL BE REMOVED BY THE CONTRACTOR.

EXISTING FIXTURES AND EQUIPMENT CONSIDERED SALVAGEABLE BY

THE OWNER AND NOT SHOWN TO BE REUSED SHALL BE TURNED OVER

TO THE OWNER OR REMOVED FROM SITE AS DIRECTED BY OWNER.

LAMPS AND BALLASTS THAT ARE CONSIDERED AS HAZARDOUS WASTE

SHALL BE DISPOSED OF PROPERLY.

5. ALL EXISTING SURFACE MOUNTED BACK BOXES, CONDUIT, WIREWAY,

JUNCTION BOXES, ETC. SHOWN REMOVED SHALL BE REMOVED IN THEIR

ENTIRETY. ALL RECESSED BACKBOXES, JUNCTION BOXES SHOWN

REMOVED SHALL BE ABANDONED IN PLACE AND COVERED WITH

STAINLESS STEEL COVER PLATES. ALL RECESSED CONDUIT SHALL BE

ABANDONED IN PLACE AND CAPPED OFF IN A SUITABLE MANNER PER

LOCAL INSPECTORS REQUIREMENTS.

6. REMOVE ELECTRICAL CONNECTIONS TO ALL MECHANICAL AND

PROCESS EQUIPMENT BEING REMOVED BY OTHER CONTRACTORS.

COORDINATE EQUIPMENT REMOVAL LOCATIONS WITH OTHER

DRAWINGS.

7. ALL EQUIPMENT AND DEVICES SHOWN TO BE REMOVED ON THIS SHEET

ARE CIRCUITED FROM EITHER MCC-1 (480V), LP2 (120/208V)OR AFD'S

(480V) UNLESS OTHERWISE NOTED. SEE MCC-1 DEMOLITION ONE LINE

FOR 480V LOADS, ALL OTHER LOADS ARE FED FROM LP2.

8. EXISTING CONDUIT, WIREWAY, JUNCTION BOXES, ETC. MAY BE RE-USED

AFTER CLEANING AND SWABING. RE-USED RACEWAYS SHALL MEET THE

REQUIREMENTS OF THE NEC.

9. SEE DEMOLITION ONE LINE DIAGRAMS FOR ADDITIONAL INFORMATION

GENERAL NOTES

KEYNOTES - DEMOLITION

# DESCRIPTION

X01 BASE BID: EXISTING AIR COMPRESSOR

TO REMAIN IN PLACE. BID OPTION 3:

REMOVE EXISTING STATIONARY AIR

COMPRESSOR.

B

IC

ACU-1

MAIN SERVICE

DISCONNECT

PULLBOX

(A B

O V

E

LP1

RWAS-1 AFD

ARP-1 AFD

ARP-2 AFD

RWAS-2 AFD E01

E01

E01

E01

ATS

PLC-1

STANDBY GENERATOR

CIRCUIT WIREWAY

DOWN TO LOWER LEVEL

DUCT

FAN DF-3

PSL-192

ASCALE

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFA

u to d e s k D o c s /1

M O

R U

W a s te w a te r R e h a b a n d

E x p a n s io n

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:5

A M

X107

MOUNT RUSHMORE NATIONAL MEMORIAL

10298966

NORTH BUILDING UPPER

LEVEL ELECTRICAL

DEMOLITION PLAN

GB

KLG

06/13/23

MTJ

18678702-

FINAL CONSTRUCTION DOCUMENTS

ASCALE

NORTH BUILDING UPPER LEVEL DEMOLITION PLAN

KEYNOTES - DEMOLITION

# DESCRIPTION

E01 REMOVE ADJUSTABLE FREQUENCY DRIVE, SUPPORTS, AND

ASSOCIATED CONDUIT AND WIRE. REPAIR WALL SURFACE TO

MATCH EXISTING.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, PAINTING

OR REPLACEMENT OF ALL WALL, CEILING, OR OTHER BUILDING

ELEMENTS WHICH ARE DISTURBED AS PART OF THE DEMOLITION OR

INSTALLATION OF ELECTRICAL WORK.

2. THE CONTRACTOR SHALL COMPLETELY REMOVE ALL SWITCHES,

DISCONNECTS, LIGHTING FIXTURES AND OTHER ASSOCIATED ITEMS AS

SHOWN (CROSSHATCHED). REMOVE ASSOCIATED WIRING AND

RACEWAYS UNLESS NOTED OTHERWISE. THE ITEMS INDICATED

SPECIFICALLY ON THE DRAWINGS TO BE REMOVED ARE ONLY TO

INDICATE IN GENERAL TO THE CONTRACTOR THE AMOUNT OF

DEMOLITION WORK INVOLVED. A SITE INVESTIGATION BY THE

CONTRACTOR SHOULD BE PERFORMED TO AID IN DETERMINING THE

COMPLETE EXTENT OF WORK INVOLVED.

3. ALL EXISTING BRANCH CIRCUITS BEING REMOVED SHALL BE REMOVED

AS COMPLETE AS POSSIBLE. EXISTING CONDUCTORS SHALL BE

REMOVED COMPLETELY FROM THEIR RACEWAYS, REMOVED FROM SITE

AND NOT REUSED EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE.

WHERE AN EXISTING DEVICE IS SHOWN REMOVED FROM AN EXISTING

CIRCUIT, NEW WIRING SHALL BE PROVIDED AS REQUIRED TO INSURE

CONTINUITY OF EXISTING CIRCUIT. ELECTRICAL RACEWAYS WHERE

STUBBED FROM A CONCRETE FLOOR OR WALL SHALL BE CHISELED 2

INCHES BELOW SURFACE, GROUTED AND SCREED.

4. ALL EXISTING LIGHT FIXTURES, LAMPS, AND ELECTRICAL EQUIPMENT

SHOWN TO BE REMOVED SHALL BE REMOVED BY THE CONTRACTOR.

EXISTING FIXTURES AND EQUIPMENT CONSIDERED SALVAGEABLE BY

THE OWNER AND NOT SHOWN TO BE REUSED SHALL BE TURNED OVER

TO THE OWNER OR REMOVED FROM SITE AS DIRECTED BY OWNER.

LAMPS AND BALLASTS THAT ARE CONSIDERED AS HAZARDOUS WASTE

SHALL BE DISPOSED OF PROPERLY.

5. ALL EXISTING SURFACE MOUNTED BACK BOXES, CONDUIT, WIREWAY,

JUNCTION BOXES, ETC. SHOWN REMOVED SHALL BE REMOVED IN THEIR

ENTIRETY. ALL RECESSED BACKBOXES, JUNCTION BOXES SHOWN

REMOVED SHALL BE ABANDONED IN PLACE AND COVERED WITH

STAINLESS STEEL COVER PLATES. ALL RECESSED CONDUIT SHALL BE

ABANDONED IN PLACE AND CAPPED OFF IN A SUITABLE MANNER PER

LOCAL INSPECTORS REQUIREMENTS.

6. REMOVE ELECTRICAL CONNECTIONS TO ALL MECHANICAL AND

PROCESS EQUIPMENT BEING REMOVED BY OTHER CONTRACTORS.

COORDINATE EQUIPMENT REMOVAL LOCATIONS WITH OTHER

DRAWINGS.

7. ALL EQUIPMENT AND DEVICES SHOWN TO BE REMOVED ON THIS SHEET

ARE CIRCUITED FROM EITHER MCC-1 (480V), LP2 (120/208V)OR AFD'S

(480V) UNLESS OTHERWISE NOTED. SEE MCC-1 DEMOLITION ONE LINE

FOR 480V LOADS, ALL OTHER LOADS ARE FED FROM LP2.

8. EXISTING CONDUIT, WIREWAY, JUNCTION BOXES, ETC. MAY BE RE-USED

AFTER CLEANING AND SWABING. RE-USED RACEWAYS SHALL MEET THE

REQUIREMENTS OF THE NEC.

9. SEE DEMOLITION ONE LINE DIAGRAMS FOR INSTRUMENTATION AND

CONTROL DEMOLITION.

10. CONTRACTOR SHALL MAINTAIN EXISTING TELEPHONE AND BUISNESS

NETWORK DURING CONSTRUCTION.

GENERAL NOTES

LOWER LEVEL F.F.

4972.50

UPPER LEVEL F.F.

4984.50

X05

X05X05 X05

X05

LOWER LEVEL F.F.

4972.50

UPPER LEVEL F.F.

4984.50

X04 X04

X05

X05

X05

ASCALE

2 0 2 64

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

A u to d e s k D o c s /1

M

O R

U W a s te w a te r R e h a b a n d E x p a n s io n

/1

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:3

P

M

X301

MOUNT RUSHMORE NATIONAL MEMORIAL

272051

NORTH BUILDING PROCESS

DEMOLITION SECTIONS

CLR

DJG

06/13/23

KSP

18678702-

FINAL CONSTRUCTION DOCUMENTS

SCALE AX102

SECTION1

SCALE AX102

SECTION2

GENERAL NOTES

1. THE TREATMENT FACILITY MUST REMAIN IN OPERATION AT

ALL TIMES.

2. COORDINDATE AND SCHEDULE WORK IMPACTING

TREATMENT PROCESSES WITH THE OWNER AND OBTAIN

PRIOR APPROVAL. REFER TO SECTION 01 31 00 FOR

ADDITIONAL REQUIREMENTS.

3. REMOVE ALL SUPPORTS AND SCHOR BOLTS, PATCH THE

STRUCTURE AS SPECIFIED IN SECTION 01 73 29.

4. EQUIPMENT CONNECTIONS VARY BY MANUFACTURER AND

ARE TO BE COORDINATED BY THE INSTALLING

CONTRACTOR.

KEYNOTES - DEMOLITION

# DESCRIPTION

X04 REMOVE SLUDGE GRINDERS AND EQUIPMENT PAD (OUT OF

SERVICE).

X05 REMOVE EXISTING PROCESS PIPING AS NECESSARY TO ALLOW

INSTALLATION OF NEW FITTINGS OR PROCESS CONNECTIONS.

ATS-1

600A

DMP

KWH

SA

350KVA ,3PH

25kV:277Y/480VV

PAD MOUNTED

G

LP-1

120/208V

3PH,

4W

?1 ?1

?1 ?1

LP-2

120/208V

3PH,

4W

?1?1

F R

O M

U

IL

IT

Y

600A 3P

2 SETS [3#500, 1#2/0G, 3"C]

EXISTING MCC-1 600A, 480/277V, 3 PHASE, 4W, 22KAIC (CONTINUED)

ENCLOSED CIRCUIT

BREAKER, 600A, 3PH

ENGINE GENERATOR

350kW 480V 3 Phase

2 SETS [3#500, 1#2/0N, 1#

2/0G, 3"C]

2 SETS [3#500, 1#2/0N, 1#2/0G,

3"C]

2 SETS [3#500, 1#2/0N, 3"C]

480/277V

3 PH, 3 W

S U

R G

E A

R R

E S

T O

R 3#

8, #8 G

, 1 "C

S

E T

S [3

#2

,1 #2

/0 G

,2

/2 "C

1C

POWER

METERING

1B

25A 3P

3#10, 1#10G, 3/4"C

4#4, 1#10G, 1 1/4"C

MCP

3P

S O

U T

H B

U

IL

D

IN

G

M

C

(E X

IS

T

IN

G

350A 3P

MCP

3P

20A 3P

20A 3P

1A 2A

P

LC

R A

S /W

A S

P U

M P

R W

A S

-1

AFD

R A

S /W

A S

P U

M P

R W

A S

-2

AFD

2B 2C 2D

20A 3P

2E

R E

C Y

C

LE

P U

M P

A R

P -1

IM

LR

-1

AFD

R E

C Y

C

LE

P U

M P

A R

P -2

IM

LR

-2

AFD

2F 2G

20A 3P

ACU-1

A

IR

C O

N D

IT

IO

N

IN

G U

N

IT

A C

U -1

A H

U -1

30A 3P

C

LA

R

IF

IE

R

C O

N T

R O

L P

A N

E L

C L-

CL-1

2#

, 3 /4

"C

2H 2I 3A 3B

A E

R A

T

IO

N B

A S

IN

M

IX

E

R A

B M

X -1

A 3#

, 1

#1 0, /4

"C

A E

R A

T

IO

N B

A S

IN

M

IX

E

R A

B M

X -2

A 3#

, 1

#1 0, /4

"C

30A 3P

30A 3P

MCP

3P

MCP

3P

3C 3D

A E

R A

T

IO

N B

A S

IN

M

IX

E

R A

B M

X -1

B 3#

, 1

#1 0, /4

"C

A E

R A

T

IO

N B

A S

IN

M

IX

E

R A

B M

X -2

B 3#

, 1

#1 0, /4

"C

30A 3P

30A 3P

MCP

3P

MCP

3P

25A 3P

3#10, 1#10G, 3/4"C

4#4, 1#10G, 1 1/4"C

4F

3#

, 1 #1

2, /4 "C

D U

C T

F A

N D

F -3

4C

DM

25A 3P

3#

, 1 #1

2, /4 "C

(2)5HP

A

IR

C O

M P

R E

S S

O R

C O

M P

-1 4E

3#

, 1 #1

2, /4 "C

C A

R T

R

ID

G

LE

F

IL

T

E R

B O

O S

T E

R

P U

M P

C F

B P

-1

MCP

3P

4A

30A 3P

3#10, 1#10G, 3/4"C

W E

LD

IN

G R

E C

E P

T A

C

LE

30A 3P

4G

30A 3P

20A 3P

4H,4I,5B,5C

S P

A R

E

4B

EXISTING MCC-1 600A, 480/277V, 3 PHASE, 4W, 22KAIC. CUTLER-HAMMER, ADVANTAGE SERIES 2100 MOTOR CONTROL CENTER

LP1 XFMR

15 KVA, 3PH

480:208Y/120V

LP2 XFMR

15 KVA, 3PH

480:208Y/120V

XFMR

25 KVA, 3PH

480:208Y/120V

GRINDER CP GRINDER CP

X01

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFA

u to d e s k D o c s /1

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:5

:5

A M

X601

MOUNT RUSHMORE NATIONAL MEMORIAL

10298966

NORTH BUILDING

ELECTRICAL MCC - 1

ONE-LINE - DEMO

GB

KLG

06/13/23

MTJ

18678702-

FINAL CONSTRUCTION DOCUMENTS

KEYNOTES - DEMOLITION

# DESCRIPTION

X01 BASE BID: EXISTING AIR COMPRESSOR

TO REMAIN IN PLACE. BID OPTION 3:

REMOVE EXISTING STATIONARY AIR

COMPRESSOR.

GENERAL NOTES

1. SEE SPECIFICATION SECTION 01 27 00 FOR DESCRIPTION OF BID

OPTIONS.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFA

u to d e s k D o c s /1

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:5

:5

A M

X602

MOUNT RUSHMORE NATIONAL MEMORIAL

10298966

NORTH BUILDING MISC

ONE-LINE - DEMO

GB

KLG

06/13/23

MTJ

18678702-

FINAL CONSTRUCTION DOCUMENTS

6" SLAB ON GRADE W/ #5@12

EW. PROVIDE 15 MIL VAPOR

BARRIER OVER 24" (MIN)

COMPACTED GRANULAR FILL.

TOC = 100'-0"

EQUIPMENT

PAD

2" EXP JOINT BETWEEN NEW

AND EXISTING STRUCTURES

8" WIDE

CONCRETE

CONTAINMENT

CURB

18" MAT SLAB W/ #7@12 EW, T&B.

PROVIDE 15 MIL VAPOR BARRIER

OVER 24" (MIN) COMPACTED

GRANULAR FILL. TOC = 96'-0"

'-1

1" 5'

-7

1' -0

4" 8"

13'-10 1/2"

EXISTING

APPROACH SLAB

5' -0

5'-0" 5'-8"

APPROACH SLAB

SEE 4/00-S502

STOOP

SEE 3/00-S502

1'-6"

1'-0"

2'-0"

2' -0

1' -0

2' -0

2'-0"

1'-0"

2'-0"

00-S504

00-S504

00-S501

TYP

TYP

1'-0"

1' -0

ISOLATION JOINT AT

FACE OF COLUMN

SEE DETAIL 9/00-S501

F6.0x11.0

96'-0"

2'-0"x2'-0"x2'-0"

SUMP PIT

02-S301

02-S301

02-S301

14" SQ COLUMN

00-S504

TOC

EL 100' - 6"

TOC

EL 100' - 4"

TOC

EL 96' - 0"

FD

1' -6

'-0

10'-0"

REMOVE AND REPLACE

EXISTING APPROACH

SLAB AS REQUIRED FOR

INSTALLATION OF NEW

FOUNDATION

02-S301

TYP

2'-0" 2'-3"

" S

Q C

OLU

MN

TO CURB

TO CURB

EXTERIOR

EQUIPMENT PAD, SEE

DETAIL 8/00-S502

CJ

1 1

CJ

5' -0

'-1

1/ 2"

14'-8"

5' -3

21'-5"

NEW PENETRATION IN EXISTING

WALL. AVOID CORING THROUGH

REINF. PLACE PIPING BETWEEN

REINFORCING MATS.

NEW PENETRATION IN EXISTING

WALL. AVOID CORING THROUGH

REINF. PLACE PIPING BETWEEN

REINFORCING MATS.

FOOTING SCHEDULE

MARK SIZE

LENGTH x WIDTH x DEPTH

REINFORCING REMARKS

F6.0x11.0 6'-0" x 11'-0" x 3'-0" #6 @ 6 EW T&B

STD HK EE

OF REINF

ASCALE

1 0 1 2

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFA

u to d e s k D o c s /1

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E x p a n s io n

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.r v t

-J u n -2

S101

MOUNT RUSHMORE NATIONAL MEMORIAL

272051

NORTH BUILDING

FOUNDATION PLAN

ARA

SKM

06/13/23

TJH

18678702-

FINAL CONSTRUCTION DOCUMENTS

ASCALE

NORTH BUILDING FOUNDATION PLAN

GENERAL NOTES:

1. SEE SHEET 00-S001 FOR GENERAL STRUCTURAL NOTES.

2. FOR TYPICAL STRUCTURAL DETAILS, SEE SHEETS 00-S

SERIES SHEETS.

SHEET NOTES:

1. FINISH FLOOR ELEVATION 100'-0" = SITE CIVIL ELEVATION =

4972.50'. CONTRACTOR TO VERIFY THAT THE EXISTING

FLOOR ELEVATION = 4972.50'.

2. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL

INFORMATION ON THICKENED, SLOPED, OR DEPRESSED

SLABS.

3. SEE PROCESS SHEETS FOR ADDITIONAL INFORMATION ON

FLOOR DRAINS (FD), FLOOR CLEANOUT (CO), AND TRENCH

DRAIN (TD) LOCATIONS.

4. COORDINATE SIZE AND LOCATION OF EQUIPMENT PADS

WITH MECHANICAL, ELECTRICAL, AND PROCESS

DRAWINGS. SEE STRUCTURAL DRAWINGS FOR TYPICAL

EQUIPMENT PAD DETAILS UNLESS NOTED OTHERWISE.

5. INDICATES SPAN DIRECTION OF 1 1/2" GALV

GRATING.

6. 2 1/2" ZIP SYSTEM TO BE FASTENED TO CONCRETE PER

MANUFACTURER RECOMMENDATIONS. SEE

ARCHITECTURAL.

KEYNOTES:

1 CONSTRUCTION JOINT TO MATCH LOUVER OPENING ABOVE,

NO WATERSTOP REQUIRED. CONTINUE 1/3 OF HORIZONTAL

REINF THROUGH CONSTRUCTION JOINT.

2 ANCHORAGE OF FILTER TANKS TO BE DESIGNED BY

CONTRACTOR IN ACCORDANCE WITH MANUFACTURER

RECOMMENDATIONS. ANCHORS TO BE SS GRADE 304.

3 EXISTING 6" PLE LINE. SEE PROCESS DRAWINGS.

CONTRACTOR TO COORDINATE EXISITNG PIPE LOCATION

AND PROVIDE 1" EXPANSION COLLAR AROUND PIPE ALONG

WITH ADDITIONAL REINF AROUND OPENINGS PER 3/00-S501.

06/13/23

1' -1

'-2

/2

1' -4

3'

-8

1' -4

4'

-1

1/ 2"

12" CONCRETE SLAB

W/ #7@12 EW, T&B.

TOC = 112'-0"

NORTH/SOUTH BARS

ARE EXTERIOR BARS

2" EXP JOINT BETWEEN

NEW AND EXISTING

STRUCTURES

7' -0

2'

-1 0"

9'-7 1/2" 5'-4 3/8"

B16X18

B16X18

B

X

H

SS7X

7X 5/

H

SS7X

7X 5/

H

SS7X

7X 5/

5 1/2"6 1/2"

FACE OF 2X6 WALL

1'-1" 16'-1 5/8" 1'-4" 13'-11 7/8"

1'-1"

SIMPSON STRONG TIE-HOLDOWN

DTT2Z W/ (8) 1/4 X 1 1/2" SDS SCREWS

AND 1/2” DIAMETER ANCHOR ROD W/ 8”

MIN EMBED OR EQUAL (10 THUS).

PROVIDE 2 WALL STUDS SUPPORTING

THIS HOLDOWN PER MANUFACTURER

RECOMMENDATIONS, TYPICAL

02-S501

TYP

17'-3 5/8" 15'-2"

TYP

EQUIPMENT PAD TYP,

SEE DETAIL 5/00-S502

02-S301

02-S301

02-S301

SLAB OPENING,

SEE MECH

B

X

B

X

B16X18 8'

-0

7' -1

1" 7'

-1

7/ 8"

11'-1" 11'-1" 11'-0"

00-S505

SIM

00-S505

SIM

TYP

5" T

Y P

TOC

EL 112.00

PROVIDE 90° HOOK

@ TOP BARS AT

OPENING ALONG

ALL EDGES

PROVIDE 90° HOOK @ TOP

BARS ALONG SLAB EDGE

NEW FLOOR OPENING IN

EXISTING HOLLOWCORE SLAB

FOR PLUMBING. CONTRACTOR

TO LOCATE STRANDS AND

AVOID WHEN CORING

FD, SEE

PLUMBING

LINTEL

02-S501

ASCALE

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFA

u to d e s k D o c s /1

M O

R U

W a s te w a te r R e h a b a n d

E x p a n s io n

/1

-0

-S

.r v t

-J u n -2

S102

MOUNT RUSHMORE NATIONAL MEMORIAL

272051

NORTH BUILDING UPPER

LEVEL FLOOR PLAN

ARA

SKM

06/13/23

TJH

18678702-

FINAL CONSTRUCTION DOCUMENTS

ASCALE

NORTH BUILDING UPPER LEVEL FLOOR PLAN

GENERAL NOTES:

1. SEE SHEET 00-S001 FOR GENERAL STRUCTURAL NOTES.

2. FOR TYPICAL STRUCTURAL DETAILS, SEE SHEETS 00-S

SERIES SHEETS.

SHEET NOTES:

1. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL

INFORMATION ON THICKENED, SLOPED, OR DEPRESSED

SLABS.

2. SEE PROCESS SHEETS FOR ADDITIONAL INFORMATION ON

FLOOR DRAINS (FD), FLOOR CLEANOUT (CO), AND TRENCH

DRAIN (TD) LOCATIONS.

3. COORDINATE SIZE AND LOCATION OF EQUIPMENT PADS

WITH MECHANICAL, ELECTRICAL, AND PROCESS

DRAWINGS. SEE STRUCTURAL DRAWINGS FOR TYPICAL

EQUIPMENT PAD DETAILS UNLESS NOTED OTHERWISE.

4. ALL FRAMING TO BE DOUGLAS-FIR NO. 1/ NO. 2. UNLESS

NOTED OTHERWISE. WOOD IN CONTACT WITH CONCRETE

TO BE GREEN PRESSURE TREATED.

5. ALL STEEL FRAMING TO BE GALVANIZED.

6. CONTRACTOR TO LOCATE STRANDS IN EXISTING

HOLLOWCORE AND AVOID WHEN CORING FOR

MISCELLANEOUS PENETRATIONS NOT SHOWN ON PLAN.

KEYNOTES:

1 PROVIDE SINGLE CLOSED REINF TIE AT SPACING AND SIZE

INDICATED IN DETAILS IN BEAMS ADJACENT TO OPENING.

3'-5" 5 SP @ 2'-0" = 10'-0" 1'-10 3/4"

2 SP @ 2'-1 1/4"=

4'-2 1/2" 1'-10 3/4" 4 SP @ 2'-0" = 8'-0" 1'-6" 2'-0" 3'-4 1/2"

T 1-

S H

O R

T

T 1-

S H

O R

T

T

T

T

T

T

T

T 1-

S P

T

T

T

T 1-

S H

O R

T

T 1-

S H

O R

T

TO TRUSS BEARING

121'-1 1/8"

W12X45 CONT.

2" EXP JOINT BETWEEN

NEW AND EXISTING

STRUCTURES

S

LO

P E

TO TRUSS BEARING

EL 121'-1 1/8"

02-S501

T P

L 2X

T

P L

2X

TPL 2X8 TPL 2X8

2X

2X

2X6

DOUBLE TRUSS

2 - 2X6 BLOCKING

ABOVE WALL TYP

2X6 LADDER

FRAMING @ 24" OC

2X6

PRE-ENGINEERED

WOOD TRUSS

2X6 WALL FRAMING

STUDS @ 16" OC

TYP

T 1-

S P

T1-SP2

T1-SP2

ACCESS HATCH

OPENING

ROOF OPENING,

COORDINATE

WITH ARCH &

PROCESS

BRIDGING AS

REQUIRED BY TRUSS

MANUFACTURER

02-S301

TOS = 120'-11 5/8"

SEE

NOTE 3

02-S301

TYP

TYP

2X6 LADDER

FRAMING @ 24" OC

00-S504

TPL 2X8

PROVIDE NEW HEADER AND

STUDS PER DETAIL 6/02-S301 IN

EXISTING 2X6 WOOD WALL.

SHORE WALL AS REQUIRED

PRIOR TO HEADER AND

FRAMING INSTALLATION.

T 1-

S P

T 1-

S P

3 T

T

5' -1

5/

8"

EXTENSION

7" BEAM EXTENSION

7" BEAM

DL + LL

DL + DRIFT SNOW LOAD

DL + SNOW LOAD

DL + WIND LOAD

LL(1)=20PSF

NOTES:

1. DESIGN BOTTOM CHORD: DL = 10PSF & LL = 10PSF

DL(1)=14PSF

NOTES:

1. DESIGN BOTTOM CHORD: DL = 10PSF & LL = 10PSF

SL(1)=47PSF

DL(1)=14PSF

DL(2)=24PSF

NOTES:

1. DESIGN BOTTOM CHORD: DL = 10PSF & LL = 10PSF

DL(2)=24PSF

DL(1)=7PSF

DL(2)=10PSF

NOTES:

1. DESIGN BOTTOM CHORD: DL = 2PSF

DL(2)=10PSF

SL(1)=47PSF

SL(2)=62PSF

DL(2)=24PSF

DL(2)=24PSF

GENERAL NOTES:

1. WIND LOADS ARE ULTIMATE LOADS.

2. TRUSS MANUFACTURER TO INCLUDE OUTRIGGER LOADS TO ASSOCIATED

TRUSSES SHOWN ON PLANS, DL=24 PSF, LL=20 PSF, SL=47 PSF.

OVERHANG

SEE PLANS

SPAN - SEE PLANS

OVERHANG

SEE PLANS

OVERHANG

SEE PLANS

SPAN - SEE PLANS

OVERHANG

SEE PLANS

OVERHANG

SEE PLANS

SPAN - SEE PLANS

OVERHANG

SEE PLANS

OVERHANG

SEE PLANS

SPAN - SEE PLANS

OVERHANG

SEE PLANS

6'

2. SEE PRE-ENGINEERED WOOD TRUSS

WIND UPLIFT DIAGRAM FOR TRUSS WIND

UPLIFT PRESSURES.

3. WIND UPLIFT LOADS ACT NORMAL TO THE

ROOF SURFACE.

SEE NOTE 2, TYP

DL(1)=14PSF

DL(2)=24PSF DL(2)=24PSF

ASCALE

1 0 1 2

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFA

u to d e s k D o c s /1

M O

R U

W a s te w a te r R e h a b a n d

E x p a n s io n

/1

-0

-S

.r v t

-J u n -2

S103

MOUNT RUSHMORE NATIONAL MEMORIAL

272051

NORTH BUILDING ROOF

FRAMING PLAN AND TRUSS

LOADING DIAGRAMS

ARA

SKM

06/13/23

TJH

18678702-

FINAL CONSTRUCTION DOCUMENTS

ASCALE

NORTH BUILDING ROOF FRAMING PLAN

NO SCALE

TRUSS LOADING DIAGRAMS2

GENERAL NOTES:

1. SEE SHEET 00-S001 FOR GENERAL STRUCTURAL NOTES.

2. FOR TYPICAL STRUCTURAL DETAILS, SEE SHEETS 00-S

SERIES SHEETS.

SHEET NOTES:

1. TX INDICATES THE TRUSS TYPE, SEE TRUSS LOADING

DIAGRAMS THIS SHEET FOR LOADING. -SHORT INDICATES

DROP TRUSS AT LADDER FRAMING

2. INDICATES SLOPE DOWN DIRECTION OF ROOF

TRUSSES.

3. INDICATES SPAN DIRECTION OF PLYWOOD

SANDWICH PANEL SYSTEM 5/8" 40/20 PLYWOOD.

4. TOP OF STUD WALL EL = 121'-1 1/8".

5. PRE-ENGINEERED TRUSSES SHALL BE DESIGNED BY

TRUSS MANUFACTURER AND STAMPED BY A LICENSED

ENGINEER.

6. SEE GENERAL NOTES FOR SHEATHING CONNECTION

REQUIREMENTS.

SHEET NOTES (CONTINUED):

7. TEMPORARY AND PERMANENT BRACING NOT SHOWN.

SIZES AND LOCATIONS OF BRACING TO BE DESIGNED BY

TRUSS MANUFACTURER AND SUBMITTED ON SHOP

DRAWING PRIOR TO CONSTRUCTION FOR REVIEW.

8. TPL 2X8 = TRIPLE 2X8 LINTEL @ DOOR AND WINDOW

OPENINGS. SEE DETAIL 6/02-S301.

9. T1-SPX TRUSSES MUST BE DESIGNED AND LAID OUT

AROUND ACCESS HATCH FURNISHED. PROVIDE HEADER

TRUSSES, ADDITIONAL BRACING , AND TRUSS

REINFORCEMENT AS REQUIRED TO SUPPORT UNIQUE

LOADING CASES. SEE SPECIAL TRUSS CONFIGURATION

DETAIL ON SHEET 02-S501.

10. BRIDGING LAYOUT AND SIZING TO BE DESIGNED BY TRUSS

MANUFACTURER.

11. ALL STEEL FRAMING TO BE GALVANIZED.

12. DOUBLE TOP PLATE SPLICES TO OCCUR NOT MORE THAN 12

FEET AWAY FROM CORNERS OF DIAPHAGM. STAGGER

SPLICES 5'-6" MINIMUM IN DOUBLE TOP PLATE.

13. PROVIDE 18 - 16d NAILS ON EACH SIDE OF EACH SPLICE IN

THE DOUBLE TOP PLATE.

SLOPE

24" LAYER OF FREE DRAINING

GRANULAR MATERIAL

TOF

EL = SEE PLAN

48" LAYER OF FREE DRAINING

GRANULAR MATERIAL

COL REINF, SEE

SECTION

SLAB REINF,

SEE PLAN

REINF, SEE PLAN

AND SCHEDULE

DOWELS TO

MATCH COL REINF

1'-2"

1' -2

#4@12

TIES

8-#5 VERT

SECTION

TOC

EL = SEE PLAN

S E

E S

C H

E D

U

LE

MIN

6"

1/2" COMPRESSIBLE FILLER

W/ BACKER ROD & SEALANT

WALL BEYOND

REINF NOT

SHOWN FOR

CLARITY#5@12 EW EF

CONC MAT SLAB,

SEE PLAN FOR REINF

#5@12

DOWELS EF

TOF

EL = SEE PLAN

24" LAYER OF FREE

DRAINING GRANULAR

MATERIAL

LAP

1/2" COMPRESSIBLE FILLER

W/ BACKER ROD & SEALANT

CONC SLAB, SEE PLAN

FOR REINF

CONTAINMENT CURB,

SEE DETAIL 8 ON 00-S501

FOR REINF

TOC

EL = SEE PLAN

1' -6

1'-0"

MIN

6"

1/2" COMPRESSIBLE FILLER

BACKER ROD & SEALANT

SEE PLAN

CONC SLAB, SEE PLAN

FOR REINF

#5@12 EW EF

#5@12 T&B W/

STD HK EE

#5@12

DOWELS EF

SEE PLAN

SEE PLAN

SEE PLAN

1' -0

TOF

EL = SEE PLAN

24" LAYER OF FREE

DRAINING GRANULAR

MATERIAL

LAP

TOC

EL = SEE PLAN

(MIN)

6"

1'-4"

3-#7 BOTTOM W/ 90 DEGREE

HOOKS AT WALLS. SPLICE BOT

BARS NEXT TO COLUMN WHERE A

SPLICE IS REQUIRED

#4@12 STIRRUPS

3-#7 @ TOP LAP

SPICE AT MID SPAN CONC SLAB, SEE

PLAN FOR REINF

TOC

EL = SEE PLAN

1' -6

TOC

EL = SEE PLAN

DTT2Z HOLDOWN BY SIMPSON

STRONG-TIE OR EQUAL,

LOCATION AS NOTED ON PLAN

2x6 WALL AT 16" OC

2x6 PRESSURE TREATED W/ 5/8"ø CONCRETE ANCHOR @

32" OC (6" EMBED)

SIDING, SEE ARCH

SEE DETAIL 2/00-S505 FOR

SLAB POCKET AND

REINFORCING

INFORMATION. SEE DETAIL

1/00-S505 FOR BEAM

POCKET WHERE OCCURS.

SILL PLATE TO BE

1" PROUD OF

CONCRETE FACE.

TOP OF OPENING

EL = SEE ARCH

2X HEADER

DOUBLE 2X6 AT

OPENING, EA SIDE

DOUBLE JACK

STD BELOW

HEADER, EA SIDE

NOTE:

1. THIS DETAIL APPLIES TO WINDOW AND DOOR OPENINGS UNLESS NOTED

OTHERWISE.

2. 2X HEADERS TO BE FASTENED TOGETHER PER CHAPTER 23 OF IBC CODE.

TOP OF WALL

EL = SEE PLAN

2X6 FASCIA

FRAMING

PANEL EDGE NAILING. SEE

PLYWOOD CONNECTION

SCHEDULE

DROP TOP CHORD

OF WOOD TRUSS

NOTE:

1. SOFFIT ASSEMBLY CONNECTION NOT SHOWN, SEE ARCH DRAWINGS.

2. SEE PLYWOOD CONNECTION SCHEDULE FOR FASTENING REQUIREMENTS,

3. PROVIDE DOUBLE TRUSS OR FLAT BLOCKING AS REQUIRED TO

ACCOMODATE STRAP WIDTH.

4. COORDINATE FASTENERS REQUIRED FOR ATTACHMENT OF SIMPSON

CONNECTORS TO STRUCTURE TYP.

5. VERIFY SIZES.

1'-3"

PER PLAN

SPACING

2X6 WALL

FRAMING

2X6 WOOD BLOCKING

BETWEEN EACH

LADDER FRAMING

2X6 LADDER FRAMING @

24" OC W/ CS14 STRAP @

24" OC TYP. SIMPSON

LUS26 HANGER TO TRUSS

2X6 MIN BLOCKING.

SEE PLAN FOR LIMITS

OF BLOCKING

WOOD TRUSS

SEE PLAN

SIMPSON STRONG TIE HGA10 OR EQUAL W/

(4) 1/4 x 1 1/2" SDS TO TRUSS AND (4) 1/4 x 3"

SDS TO TOP PLATE SPACED AT 2' OC.

TRIM LADDER

FRAMING TO BE

3 1/2" DEEP AT EAVE

TOP OF WALL

EL = SEE PLAN

NOTE:

1. SOFFIT ASSEMBLY AND SHEATHING NOT SHOWN, SEE ARCH DRAWINGS.

2. SEE PLYWOOD CONNECTION SCHEDULE FOR FASTENING REQUIREMENTS,

3. COORDINATE FASTENER REQUIRED FOR ATTACHMENT OF SIMPSON

CONNECTORS TO STRUCTURE TYP.

2X6 WALL

FRAMING

2X6 FASCIA

FRAMING

WOOD

TRUSS

SIMPSON H10S

WITH (24) 8d 1 1/2"

NAILS OR EQUAL

2-2X6 TOP PLATE

PROVIDE 2X6 @ EA

TRUSS BEARING

LOCATION (CENTERED

UNDER TRUSS)

MATCH EXISTING

1'-3"

ROOF SHEATHING

SEE PLAN

PANEL EDGE NAILING

SEE PLYWOOD

CONNECTION SCHEDULE

CROSS BRACING BETWEEN TRUSSES

AS REQUIRED TO TRANSFER SHEAR

FROM ROOF DIAPHRAGM TO WALL

BELOW. COORDINATE WITH SOFFIT

VENTING REQUIREMENTS, SEE ARCH

TRIM LADDER

FRAMING TO BE

3 1/2" DEEP AT EAVE

3-#8 BOTTOM W/ 90

DEGREE HOOKS AT

WALLS

#4@12 STIRRUPS

3-#8 @ TOP HOOK AT END

OF CANTILEVER

CONC SLAB, SEE

PLAN FOR REINF

2' -0

1'-4"

TOC

EL = SEE PLAN

2-#5 MIDDLE BARS

ASCALE

1 0 1 2

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFA

u to d e s k D o c s /1

M O

R U

W a s te w a te r R e h a b a n d

E x p a n s io n

/1

-0

-S

.r v t

-J u n -2

S301

MOUNT RUSHMORE NATIONAL MEMORIAL

272051

NORTH BUILDING SECTIONSARA

SKM

06/13/23

TJH

18678702-

FINAL CONSTRUCTION DOCUMENTS

SCALE A

SECTION3

SCALE A

SECTION2

SCALE A

SECTION1

SCALE A

SECTION4

SCALE A

SECTION5

SCALE A

HEADER DETAIL6

SCALE A

SECTION PARALLEL TO TRUSS8

SCALE A

TYPICAL FRAMING CONNECTION AT WALL7

SCALE A

SECTION9

CL

STIFFENER PLATE 3/8"

EA SIDE CLIP CORNERS

TOS

3/16

3 SIDES

3/4" CAP PL W/ (4) 3/4" DIA A325N

BOLTS IN 13/16" DIA HOLES ON

STD GAGE UNO. CAP PLATE

WIDTH TO MATCH BEAM WIDTH

MIN WELD

PER AISC

HSS COLUMN

NOTE:

1. DETAIL TYPICAL AT HSS OR PIPE COLUMN.

2. REPAIR GALVANIZED WHERE FINISH IS IMPACTED BY WELDING PER SPEC 05 50 00.

BEAM AS APPLICABLE

SEE PLAN FOR END OF

1 1/2"

1 1/2"

SECTIONPLAN

HSS COLUMN

ANCHOR

BOLT

BASE PLATE

(B x N x T)

HEAVY

HEX NUT

BASE

PLATE

3x3x3/8

PLATE WASHER

HOLE SIZES:

5/16" + AB DIA IF < 1"

1/2" + AB DIA IF > 1"

5/16

MIN

"T

4-ANCHOR BOLTS

W/PL 3/8x3x3 WASHERS

W/STD HOLES

"B

"N"

T Y

P 2"

TYP

2"

TYP EA SIDE

4" MIN

CL

C L

3/8

EXISTING CONCRETE

BASE PLATE & ADHESIVE ANCHOR SCHEDULE

COLUMN

BASEPLATE

BxNxT (IN)

ADHESIVE

ANCHOR

REMARKS

HSS7x7x5/8 12"x12"x1/2" 4-3/4" Ø ADHESIVE ANCHORS WITH 8" MIN EMBED

NOTE:

1. REPAIR GALVANIZED WHERE FINISH IS IMPACTED BY WELDING PER SPEC 05 50 00.

SEE PLANS

OVERHANG

PRIOR TO TRUSS FABRICATION

COORDINATE HATCH LOCATION 4'-0"

SEE PLANS

OVERHANG

WOOD

WALL

STEEL

BEAM

TRUSS CHORD

BEYOND

NOTES:

1. PROVIDE TWO MONO TRUSSES, EACH SUPPORTED BY A HEADER TRUSS, HEADER TRUSS SUPPORTED BY TYPICAL ROOF TRUSS. PROVIDE 2X10 DOUGLAS FIR NO. 2 FOR DECKING SUPPORT BETWEEN HEADER TRUSSES. PROVIDE

ALL CONNECTIONS.

2. SEE DETAIL 2 ON 02-S103 FOR LOAD DIAGRAMS.

HEADER

TRUSS

3-#7 T&B W/ LENTON

TERMINATOR @ END.

EXTEND REINF 2'-0"

BEYOND EDGE OF

OPENING.

#4@12 STIRRUPS

CURB AND SLAB REINF NOT

SHOWN. SEE DETAIL 2/00S-505

FOR REQUIREMENTS

TOC

EL = SEE PLAN

T Y

P 2"

C

LR

2' -0

SEE PLAN

#7 SIDE BARS AT MID

HEIGHT OF LINTEL

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OFA

u to d e s k D o c s /1

M O

R U

W a s te w a te r R e h a b a n d

E x p a n s io n

/1

-0

-S

.r v t

-J u n -2

S501

MOUNT RUSHMORE NATIONAL MEMORIAL

272051

NORTH BUILDING

STRUCTURAL DETAILS

ARA

SKM

06/13/23

TJH

18678702-

FINAL CONSTRUCTION DOCUMENTS

NO SCALE

COLUMN TO BEAM CONNECTION2

NO SCALE

TYPICAL BASE PLATE DETAIL & SCHEDULE1

NO SCALE

SPECIAL TRUSS CONFIGURATION3

SCALE A

SECTION AT LINTEL4

PBPB

J

R P

W D

A201

A201

A201

A201

'-0

2'

-6

A301

A301

33'-5 1/2"

A501

MAINTENANCE

N101

FILTRATION/

DISINFECTION

N102

FILTRATION

N103

N

3A

N

3B

A501

UP

'-4

A03

A03

A302

A102

A27

A24

A24 A28

A36

FE

FE

GENERAL PLAN NOTES

1. ALL BOLD OR FULL-TONE LINES INDICATE NEW CONSTRUCTION, FIXTURES, OR

EQUIPMENT. ALL LIGHT OR HALF-TONE LINES INDICATE EXISTING CONSTRUCTION,

FIXTURES, OR EQUIPMENT.

2. FIELD VERIFY ALL DIMENSIONS SHOWN ON THE PLANS WITH THE ACTUAL

EXISTING CONDITIONS.

3. ALL NEW PARTITIONS SHOWN WITHIN THE LIMITS OF CONSTRUCTION ARE TYPE

"A1" UNLESS NOTED OTHERWISE.

4. SEE SHEET A101 FOR PARTITION TYPES

5. PROVIDE CONTINUOUS BLOCKING OR STRAPPING WITHIN NEW WALLS AS

REQUIRED FOR ALL WALL MOUNTED CASEWORK, FIXTURES, ACCESSORIES AND

EQUIPMENT. ANCHOR BLOCKING BETWEEN THE STUDS, AT THE FACE OF THE

STUDS, FOR THE ENTIRE WIDTH OF THE ITEM TO BE MOUNTED ON THE WALL.

ANCHOR 22 GA SHEET METAL STRAPPING TO THE FACE OF THE STUDS, FOR THE

ENTIRE WIDTH OF THE ITEM TO BE MOUNTED ON THE WALL. VERIFY VERTICAL

LOCATION OF BLOCKING WITH THE MOUNTING HEIGHT REQUIRED AND THE

REQUIREMENTS OF THE ITEM TO BE MOUNTED ON THE WALL.

6. WHERE FLOOR FINISHES DIFFER IN COLOR AND/OR MATERIAL BETWEEN ROOMS,

MAKE THE JOINT BELOW THE CENTERLINE OF THE (CLOSED) DOOR. PROVIDE

ALUMINUM TRANSITION STRIPS BETWEEN FLOORS OF DIFFERENT MATERIALS.

7. OWNER FURNISHED EQUIPMENT SHOWN DASHED ON PLAN, UNLESS OTHERWISE

NOTED.

8. CONTRACTOR SHALL INFILL ALL OPENINGS REMAINING AFTER DEMOLITION,

U.N.O.; MATCH ADJACENT.

WOOD STUD W/ GWB

(NON-RATED)

B.O. FLOOR/ROOF

DECK OR TRUSS

2x4 WOOD STUDS @ 16" O.C.

2x6 WOOD STUDS @ 16" O.C.

FLOOR LINE

4 3/4"@ A1

6 3/4" @ A2

B.O. FLOOR/ROOF

DECK OR TRUSS

2x3 WOOD STUDS @ 16" O.C.

2x4 WOOD STUDS @ 16" O.C.

2x6 WOOD STUDS @ 16" O.C.

FLOOR LINE

WOOD STUD W/ GWB

(NON-RATED)

4 1/8"@ B2

6 1/8" @ B3

GYPSUM BOARD

(NON-RATED)

B.O. FLOOR/ROOF

DECK OR TRUSS

EXISTING

WALL

FLOOR LINE

A1

A2

BOTTOM PLATE (P.T. @

CONCRETE)

5/8" TYPE X GWB ; EACH

SIDE OF WALL

A1 A2

B1

B2

B3

3 1/8" @ B1

B1 B2

B3

5/8" TYPE X

GWB@

D1

BOTTOM PLATE (P.T. @

CONCRETE)

5/8" TYPE X GWB ; ONE

SIDE; MR GWB @

FIBER REINFORCED PANEL

(NON-RATED)

EXISTING

OR NEW

WALL

FLOOR LINE

FRP/ 4'-0" HIGH x

4'-0" WIDE

D3

B.O. FLOOR/ROOF

DECK OR TRUSS

2x4 STUDS

FLOOR LINE

WOOD STUD

(NON-RATED)

E1

2x4 (P.T. @

CONCRETE)

D2

5/8" TYPE X

GWB(x2) @

D1

D2

SOUND BATT INSULATION

B4

B4

SCALE A A101

1 LOWER LEVEL

BSCALE

ASCALE

SCALE OF FEET

0 1 2 3

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

C R e v it L o c a l\ -0

A rc h N o rt h B ld g -v

R ic W e b e r.

rv t

/1

/2

:5 :1

A

M

A101

MOUNT RUSHMORE NATIONAL MONUMENT

272051

NORTH BUILDING LOWER

LEVEL FLOOR PLAN

KJH

CLZ / TWM / HHD

06/13/23

RDW

18678702-

FINAL CONSTRUCTION DOCUMENTS

KEYNOTES - ARCHITECTURAL

# DESCRIPTION

A03 42" ALUMINUM GUARDRAIL

A24 ALUMINUM LADDER W/ 42" WALKTHRU EXTENSIONS

A27 36" ALUMINUM PIPE GATE W/ LATCH

A28 ALUMINUM PIPE GATE W/ LATCH, FIT BETWEEN EXISTING POSTS

A36 BID OPTION #3. SEE MEPD

NO SCALE

PARTITION TYPES

R P

A201

A201

ELECTRICAL

ROOM

N209JANITOR

N210

N207

BREAKROOM

AIRLOCK

N208A

RESTROOM

N206

FILTRATION

N205

N203

LABORATORY

ELECTRICAL

ROOM

N202

CORRIDOR

N201

EXISTING ROOF

6' -0

6'

-0

'-5

/2

18'-6"

A301

A301

8"

33'-7 1/2"

14'-0" 13'-1 1/2" 6'-6"

1"

N204

OFFICE

8'-0" 6'-0" 4'-6" 6'-11"

2' -8

A102

4' -2

A602

A60214

BB

A

A

N

9"

9" 8'

-9

/2

A501

2" 2"

A05

A102

SIM

& OPP

EXISTING

CASEWORK

A10

B2 B2

B2

B2

A102

A10

N

N208A

5'-2"

A10

D3

A

LI

G N

N205A

AIRLOCK

N208

FILTRATION

N

N

N

5A

A2

B2 A09

A09

A03

A03

A302

D2

A21 A21

A21

A201

A201

N202

4' -2

/2

8'

-9

/2

A102

1' -5

7 3/4"

1' -5

/4

N

A09

A102

SIM

ABOVE

DOOR

1'-8 1/2"

A25

8' -9

9'-10"

A04

A37

A38

FEC

FEC

2x4

1 1/2" ZIP SYSTEM

2x8 CEDAR TRIM VERT. W/ 3/4"

RABBET TO ACCEPT SIDING &

EXP. GAP

2x6

5/8" TYPE X GWB

2"

FASTEN THIS SIDE ONLY

4"

3/4" RABBET TO

ACCEPT SIDING

CEDAR SIDING(E)

CEDAR SIDING

MINERAL WOOL FILL

SPAN LOOSELY W/ 6" FLASHING

TAPE; MIN. 1" CONTACT BOTH

SIDES; ATTACH ON TOP OF (E)

BLDG. FELT

COLUMN - SEE STRUCTURAL

FOIL FACED BATT

INSULATION

B4

E1

E1

B4

A602 45

A602

1' -1

1"

8 6

M-1

GB-1

PH

B4

SH-1

D1

WR-1

SD-1

A06

TD-1

A07 A08

2'-0"

MIN.

1'-0"

A11

3'-0"

ALL GWB SURFACES

IN RESTROOM TO BE

MOISTURE RESISTANTB4

B4

B4 WALL ABOVE

SHOWER UNIT

B4 B4

ABA T-TURNAROUND

EXACT LOCATION OF SHOWER STALL TBD BY PLACEMENT OF SHOWER DRAIN IN HOLLOW

CORE SLAB. MOVE STALL MINIMALLY AS FAR NORTH AS NEEDED TO INSTALL DRAIN. NOTE:

ABA T-TURNAROUND CLEARANCE MUST BE MAINTAINED.

GENERAL PLAN NOTES

1. ALL BOLD OR FULL-TONE LINES INDICATE NEW CONSTRUCTION, FIXTURES, OR

EQUIPMENT. ALL LIGHT OR HALF-TONE LINES INDICATE EXISTING CONSTRUCTION,

FIXTURES, OR EQUIPMENT.

2. FIELD VERIFY ALL DIMENSIONS SHOWN ON THE PLANS WITH THE ACTUAL

EXISTING CONDITIONS.

3. ALL NEW PARTITIONS SHOWN WITHIN THE LIMITS OF CONSTRUCTION ARE TYPE

"A1" UNLESS NOTED OTHERWISE.

4. SEE SHEET A101 FOR PARTITION TYPES

5. PROVIDE CONTINUOUS BLOCKING OR STRAPPING WITHIN NEW WALLS AS

REQUIRED FOR ALL WALL MOUNTED CASEWORK, FIXTURES, ACCESSORIES AND

EQUIPMENT. ANCHOR BLOCKING BETWEEN THE STUDS, AT THE FACE OF THE

STUDS, FOR THE ENTIRE WIDTH OF THE ITEM TO BE MOUNTED ON THE WALL.

ANCHOR 22 GA SHEET METAL STRAPPING TO THE FACE OF THE STUDS, FOR THE

ENTIRE WIDTH OF THE ITEM TO BE MOUNTED ON THE WALL. VERIFY VERTICAL

LOCATION OF BLOCKING WITH THE MOUNTING HEIGHT REQUIRED AND THE

REQUIREMENTS OF THE ITEM TO BE MOUNTED ON THE WALL.

6. WHERE FLOOR FINISHES DIFFER IN COLOR AND/OR MATERIAL BETWEEN ROOMS,

MAKE THE JOINT BELOW THE CENTERLINE OF THE (CLOSED) DOOR. PROVIDE

ALUMINUM TRANSITION STRIPS BETWEEN FLOORS OF DIFFERENT MATERIALS.

7. OWNER FURNISHED EQUIPMENT SHOWN DASHED ON PLAN, UNLESS OTHERWISE

NOTED.

8. CONTRACTOR SHALL INFILL ALL OPENINGS REMAINING AFTER DEMOLITION,

U.N.O.; MATCH ADJACENT.

ALIGN BLOCKING(2x)

EXISTING WALL EXISTING WALL

ALIGN WALL AS SCHEDULED

SOUND BATT

INSULATION

A .F

.F

CONCRETE CURB; SEE STRUCTURAL

E Q

E Q

E Q

CSCALE

BSCALE

ASCALE

SCALE OF INCHES

12 6 12

2 0 2 4

SCALE OF FEET

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

C R e v it L o c a l\ -0

A rc h N o rt h B ld g -v

R ic W e b e r.

rv t

/1

/2

:5 :2

A

M

A102

MOUNT RUSHMORE NATIONAL MONUMENT

272051

NORTH BUILDING UPPER

LEVEL FLOOR PLAN

KJH

CLZ / TWM / HHD

06/13/23

RDW

18678702-

FINAL CONSTRUCTION DOCUMENTS

SCALE A A102

2 UPPER LEVEL

CSCALE A102

UPPER LEVEL SW CONNECT TO EXISTING3

KEYNOTES - ARCHITECTURAL

# DESCRIPTION

A03 42" ALUMINUM GUARDRAIL

A04 INFILL OPENING TO MATCH EXISTING WALL

A05 MOP SINK AND FAUCET; RE: PLUMBING

A06 ABA SELF CONTAINED SHOWER RE: PLUMBING COORDINATE PLACEMENT OF SHOWER

STALL BASED ON DRAIN PLACEMENT IN HOLLOW CORE SLAB. ADJUST SURROUNDING

CONSTRUCTION ACCORDINGLY.

A07 WALL HUNG LAVATORY AND FAUCET; RE: PLUMBING

A08 ABA HEIGHT TOILET; RE: PLUMBING

A09 EXPANSION JOINT COVER

A10 REFER TO MEP PLANS

A11 ABA WALL MOUNTED BENCH

A21 USE FIRE-RETARDANT LUMBER FOR ALL NEW WALLS AND SOFFIT IN ROOM N208

A25 ROOF HATCH LADDER - SEE SPECIFICATIONS

A37 ALIGN END OF NEW PARTITION W/ FACE OF EXISTING PARTITION

A38 PATCH AND REPAIR WALL AS NEEDED TO MATCH NEW WORK

SCALE B A102

ENLARGED RESTROOM PLAN1

CSCALE A102

WINDOW/LOUVER INFILL DETAIL4

SCALE B A102

TYPICAL ALUMINUM RAILING5

G A

S G

A S

G A

S

GAS

G A

S G

A S

G A

S

GAS

A301

A301

LOWER LEVEL IS

OPEN TO

UNDERSIDE OF

CONCRETE DECK

THROUGHOUTA29

A29

THESE?

A301

A301

2x4 ATC

8'-0"

2x4 ATC

8'-0"

MOISTURE

RESISTANT GB

7'-0"

5/8" TYPE X GB (x2)

8'-11 7/8"

5/8" TYPE X GB

9'-0 1/2"

5/8" TYPE X GB

(x2)

7'-4 3/4"

5/8" TYPE X GB

9'-0 1/2"

A501

5/8" TYPE X GB

7'-0"

GYPSUM BOARD

(E); TAPE & FINISH

10'-11 3/8"

5/8" TYPE X GB

9'-0 1/2"

5/8" TYPE X GB

9'-0 1/2"

5/8" TYPE X GB

7'-10"

A25

A13

5/8" TYPE X GB

9'-0"

A21

A

LI

G N

ALIGN

5/8" TYPE X GB

7'-4 3/4"

MOISTURE

RESISTANT GB

8'-0"

EXISTING ACT

CEILING

2x4 FRAMING @ 16" O.C.

9'-0 5/8"

A29

A29

A31

A201

A201

A201

A201

A301

A301

1"

A12

1" / 1

2" 1" / 12"

A13

A14

A31

A33

A41

A41

CEILING PLAN GENERAL NOTES

1. ALL CEILING GRID SHALL BE CENTERED IN THE ROOM

OR CORRIDOR IN WHICH IT OCCURS UNLESS SHOWN

OTHERWISE.

2. CENTER ALL SPRINKLER HEADS AND DEVICES IN THE

CEILING TILE IN WHICH THEY OCCUR.

3. SUSPENDED CEILING BORDER TILES SHALL NOT BE

LESS THAN 6".

POST SUPPORTS

CORNER BRACKETS

GATE HINGE

ROUND PIPE

GUARDRAIL AND

GATE

PULL UP LOOP

ADJUSTABLE MOUNTING

RELEASE ROD

CLAMP BRACKETS

W/ STAINLESS

STEEL MOUNTING

BOLTS

LOCK UP

BRACKET

E

X T

E N

D E

D

/8

R

E T

R A

C T

E D

SCALE A A103

LOWER LEVEL REFLECTED CEILING PLAN1

ASCALE

8 0 8 16

SCALE OF FEET

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

C R e v it L o c a l\ -0

A rc h N o rt h B ld g -v

R ic W e b e r.

rv t

/1

/2

:5 :2

A

M

A103

MOUNT RUSHMORE NATIONAL MONUMENT

272051

NORTH BUILDING

REFLECTED CEILING AND

ROOF PLANS

KJH

CLZ / TWM / HHD

06/13/23

RDW

1867…