Attachment_3_VOLUME_2__North_Bldg__COMPLETE.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.

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

S e ri e s

G e n e ra l_ R ic W e b e r.

rv t

/1

/2

:5 :1

A

M

VOL3

MOUNT RUSHMORE NATIONAL MONUMENT

272051

COVER SHEET VOLUME 3RDW

CLZ / TWM / HHD

06/13/23

RDW

18678703-

FINAL CONSTRUCTION DOCUMENTS

SCHEDULE OF DRAWINGS VOLUME 3

SHEET SUB-SHEET SHEET NAME

122 03-VOL3 COVER SHEET VOLUME 3

123 03-G001 SOUTH BUILDING CODE ANALYSIS

124 03-X101 SOUTH BUILDING ARCHITECTURAL DEMOLITION PLANS

125 03-X102 SOUTH BUILDING LOWER LEVEL PROCESS DEMOLITION PLAN

126 03-X103 SOUTH BUILDING UPPER LEVEL PROCESS DEMOLITION PLAN

127 03-X104 SOUTH BUILDING MECHANICAL DEMOLITION PLANS

128 03-X105 SOUTH BUILDING LOWER LEVEL ELECTRICAL DEMOLITION PLAN

129 03-X106 SOUTH BUILDING UPPER LEVEL ELECTRICAL DEMOLITION PLAN

130 03-X601 SOUTH BUILDING ELECTRICAL MCC-2 ONE-LINE - DEMO

131 03-X602 SOUTH BUILDING MISC ONE-LINE - DEMO

132 03-X603 SOUTH BUILDING MISC ONE-LINE - DEMO

133 03-S101 SOUTH BUILDING FOUNDATION PLAN

134 03-S102 SOUTH BUILDING UPPER LEVEL FLOOR PLAN

135 03-S103 SOUTH BUILDING ROOF FRAMING PLAN AND TRUSS LOADING DIAGRAMS

136 03-S301 SOUTH BUILDING SECTIONS

137 03-S302 SOUTH BUILDING SECTIONS

138 03-S303 SOUTH BUILDING SECTIONS

139 03-A101 SOUTH BUILDING LOWER LEVEL FLOOR PLAN

140 03-A102 SOUTH BUILDING UPPER LEVEL AND LOADING DOCK FLOOR PLAN

141 03-A103 SOUTH BUILDING REFLECTED CEILING AND ROOF PLANS

142 03-A201 SOUTH BUILDING EXTERIOR ELEVATIONS

143 03-A301 SOUTH BUILDING SECTIONS AND DETAILS

144 03-A302 SOUTH BUILDING WALL SECTIONS

145 03-A303 SOUTH BUILDING WALL SECTIONS

146 03-A501 SOUTH BUILDING DETAILS

147 03-A601 SOUTH BUILDING DOOR AND WINDOW SCHEDULES

148 03-A602 SOUTH BUILDING ROOM FINISH SCHEDULE

149 03-D101 SOUTH BUILDING LOWER LEVEL PROCESS PLAN

150 03-D102 SOUTH BUILDING UPPER LEVEL PROCESS PLAN

151 03-D103 SOUTH BUILDING EQ BASINS PLAN

152 03-D301 SOUTH BUILDING PROCESS SECTION

153 03-D302 SOUTH BUILDING PROCESS SECTION

154 03-D303 SOUTH BUILDING PROCESS SECTION

155 03-D304 SOUTH BUILDING PROCESS SECTION

156 03-D501 SOUTH BUILDING TANK DETAILS

157 03-D502 SOUTH BUILDING PROCESS DETAILS

158 03-D901 SOUTH BUILDING FERRIC CHLORIDE ISOMETRIC

159 03-D902 SOUTH BUILDING SODIUM HYDROXIDE ISOMETRIC

160 03-D903 SOUTH BUILDING SODIUM HYDROXIDE ISOMETRIC

161 03-M101 SOUTH BUILDING LOWER LEVEL MECHANICAL PLAN

162 03-M102 SOUTH BUILDING UPPER LEVEL MECHANICAL PLAN

163 03-P101 SOUTH BUILDING LOWER LEVEL PLUMBING PLAN

164 03-P102 SOUTH BUILDING UPPER LEVEL PLUMBING PLAN

165 03-P103 SOUTH BUILDING PLUMBING RISER DIAGRAMS

166 03-E101 SOUTH BUILDING LOWER LEVEL POWER PLAN

167 03-E102 SOUTH BUILDING UPPER LEVEL POWER PLAN

168 03-E103 SOUTH BUILDING LOWER LEVEL LIGHTING PLAN

169 03-E104 SOUTH BUILDING UPPER LEVEL LIGHTING PLAN

170 03-E105 SOUTH BUILDING LIGHTNING PROTECTION / GROUNDING PLAN

171 03-E301 SOUTH BUILDING LIGHTING SECTIONS

172 03-E601 SOUTH BUILDING 03-MCC-1 ONE-LINE

173 03-E602 SOUTH BUILDING 03-MCC-1 ELEVATION

174 03-E603 SOUTH BUILDING MOTOR CONTROL DIAGRAM 1

175 03-E604 SOUTH BUILDING MOTOR CONTROL DIAGRAM 2

176 03-E605 SOUTH BUILDING SCHEDULES

VOLUME 3

A

.5

A (6.0')

A

.5

B (8.0')

B

.0

E

.7

C

.7

E

E

C

.0

C (6.5')

C

.5

C

C

D (12.0')

D (2

.5

D (6.0')

(2 .0

E1 (16.0')

E1 (16.2')

E

.0

E1 (6.5')

(3 .2

E

E

.5

E

.5

E (2

.6

E

(1

.0

E2 (16.0')

E

.5

901 SF

INDUSTRIAL

579 SF

STORAGE

UNOCCUPIABLE AREA

C5 C5

C5

C5

FEC

FE

348 SF

STORAGEFE

1353 SF

INDUSTRIAL

305 SF

STORAGE

308 SF

MECHANICAL

C5

C5

FEC

MAXIMUM OCCPT. LOAD WITH ONE EXIT/DOOR (TABLE 1006.2.1)

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 BUILDING.

FIRE PROTECTION & LIFE SAFETY

SOUTH BUILDING- CHEMICAL STORAGE:

SOUTH BUILDING- FERRIC CHLORIDE (38% CONCENTRATION) IS A CORROSIVE, WHICH HAS A

MAXIMUM ALLOWABLE QUANTITY (MAQ) OF 500 GALLONS IN ACCORDANCE WITH IFC TABLE

5003.1.1(2). HOWEVER, BECAUSE THE STORAGE TANK IS LOCATED ON THE SECOND LEVEL,

THE MAQ PER CONTROL AREA IS REDUCED TO 75% OF THE MAXIMUM VALUE PER IFC TABLE

414.2.2. TO AVOID A GROUP H OCCUPANCY CLASSIFICATION, THE FERRIC CHLORIDE STORAGE

TANK WILL BE LIMITED TO NOT MORE THAN 375 GALLONS.

THE POLYMER LOCATED IN THE DEWATERING ROOM IN THE SOUTH BUILDING IS AN IRRITANT

AND DOES NOT HAVE AN MAQ. IT WILL BE STORED IN TWO 55-GALLON DRUMS WITH

CONTAINMENT.

SODIUM HYDROXIDE (50% CONCENTRATION) IS ALSO A CORROSIVE WITH AN MAQ OF 500

GALLONS. TO AVOID A GROUP H OCCUPANCY CLASSIFICATION, THE SODIUM HYDROXIDE WILL

BE SPLIT BETWEEN TWO STORAGE TANKS LIMITED TO 500 GALLONS EACH AND WILL BE IN

TWO CONTROL AREAS SEPARATED FROM THE ADJACENT AREA BY 1-HOUR RATED WALLS.

SOUTH BUILDING - REPAIR GARAGE:

THE REPAIR GARAGE IS A GROUP S-1 OCCUPANCY THAT IS PART OF A FIRE AREA THAT IS

LESS THAN 5,000 SQUARE FEET AND THEREFORE, A FIRE SPRINKLER SYSTEM IS NOT

REQUIRED PER IBC §903.2.9.1(4). EQUIPMENT LESS THAN 18” ABOVE THE FLOOR SHALL BE

CLASSIFIED AS CLASS I DIVISION 2 PER THE NEC. IT IS ANTICIPATED THAT A DOOR WILL NOT

BE PROVIDED IN THE WALL THAT SEPARATES THE REPAIR GARAGE FROM THE

BLOWER/CAUSTIC ROOM TO PREVENT THE TRANSFER OF GASES BETWEEN THE ROOMS.

VENTILATION AND GAS DETECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE IMC.

SOUTH BUILDING (SERIES 03)

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)

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: BUILDING IS USED TO HOUSE PROCESS EQUIPMENT FOR A WASTEWATER TREATMENT PLANT TREATMENT TRAIN INCLUDING 2 CENTRIFUGES, BLOWERS, POLYMER STORAGE, ELECTRICAL ROOM, TRUCK LOADING GARAGE AND MAINTENANCE/SHOP AREA.

OCCUPANCY TYPE- F-1- FACTORY INDUSTRIAL

S-1- MODERATE HAZARD STORAGE

BUILDING IS CONSIDERED NOT OCCUPIED.

PROJECT WILL USE CONTROL AREAS (1-HOUR RATED) WITH CHEMICAL QUANTITIES (MAQ) UNDER

THE THRESHOLD TO STAY AWAY FROM A HAZARD OCCUPANCY.

NFPA 820 REQUIREMENTS:

THE SOUTH BUILDING CONTAINS EQUIPMENT ASSOCIATED WITH THE

WASTEWATER TREATMENT PROCESS INCLUDING THE SCREENING

ROOM, DEWATERING ROOM, AND TRUCK LOADING ON THE UPPER LEVEL

AND THE BLOWER ROOM ON THE LOWER LEVEL.

THE SCREENING ROOM IN THE SOUTH BUILDING REQUIRES 12 AIR

CHANGES PER HOUR (ACH) TO ACHIEVE A NEC HAZARDOUS LOCATION

CLASSIFICATION OF CLASS I DIVISION 2 (CID2) PER NFPA 820 TABLE 5.2.2

ROW 2 LINE B, WHICH ALSO REQUIRES THE SCREENING ROOM IS

REQUIRED TO BE PROVIDED WITH A COMBUSTIBLE GAS DETECTION

(CGD) SYSTEM. PER NFPA 820, A NEGATIVE PRESSURE IS REQUIRED TO

BE MAINTAINED RELATIVE TO THE ADJACENT ELECTRICAL ROOM.

THE TRUCK LOADING BAY AND DEWATERING ROOM IN THE SOUTH

BUILDING FALL UNDER NFPA 820 TABLE 6.2.2(A) ROW 12, LINE A, WHICH

ALLOWS THE SPACE TO BE UNCLASSIFIED WHEN CONTINUOUSLY

VENTILATED AT 6 ACH AND REQUIRES THESE SPACES TO BE PROVIDED

WITH A FIRE ALARM AND DETECTION SYSTEM. PER NFPA 820, DUE TO

THE SHARED WALL WITH THE ELECTRICAL ROOM, A NEGATIVE

PRESSURE IS REQUIRED BE MAINTAINED IN THE DEWATERING ROOM TO

MITIGATE GAS TRANSFER BETWEEN THE TWO SPACES.

THE BLOWER ROOM ON THE LOWER LEVEL OF THE SOUTH BUILDING IS

NORMALLY UNCLASSIFIED. VENTILATION AT A RATE OF 1 CFM/SF IS

REQUIRED BY THE IFC FOR THE SODIUM HYDROXIDE STORAGE SPACE.

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:

1 HOUR FIRE RATED WALL

FIRE RATED WALL PATTERNS LEGEND

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 S o u th

B ld g -v

R ic W e b e r.

rv t

/1

/2

:3

:4

A

M

G001

MOUNT RUSHMORE NATIONAL MONUMENT

272051

SOUTH BUILDING CODE

ANALYSIS

KJH

CLZ / TWM / HHD

06/13/23

RDW

18678703-

FINAL CONSTRUCTION DOCUMENTS

SCALE A G001

1 LOWER LEVEL

SCALE A G001

2 DOCK DRIVE

SCALE A G001

3 UPPER LEVEL

IBC 2021 TABLE 1006.2.1

COMMON PATH DISTANCES

Egress Route Name Route Total

CP Max Dist Permitted

F

A 59.0 75'-0"

D 43.5 75'-0"

E1 39.5 75'-0"

E2 39.5 75'-0"

S

B 34.0 75'-0"

C 71.2 75'-0"

IBC 2021 TABLE 1017.2

EGRESS TRAVEL DISTANCES

Egress Route Name Route Total

ET Max Dist Permitted

F-1,S-1

A 59.0 200'-0"

B 34.0 200'-0"

C 71.2 200'-0"

D 43.5 200'-0"

E1 127.7 200'-0"

E2 71.1 200'-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 579 SF 300 2

F-1 INDUSTRIAL AREAS 901 SF 100 10

1,479 SF 12

DOCK DRIVE

F-1 INDUSTRIAL AREAS 348 SF 100 4

348 SF 4

UPPER LEVEL

S-1 ACCESSORY STORAGE AREA, MECHANICAL EQUIPMENT ROOM 305 SF 300 2

F-1 INDUSTRIAL AREAS 1,661 SF 100 18

1,966 SF 20

BUILDING TOTAL: 3,793 SF 36

J

T

SS

T

X01X02 X04X10X09

15'-1"

X05

A36 A34

X03

X05

A16 X02X24

4'-7 5/8" 12'-0 3/8"

X06 X03

A46

X15

X101

A35

A34

X25

X06

X06

X15

X20 X20

X15

X26

X27

X24

X03

X01

X03

X06

X10

X03

X02 X04

X15X20

X02

X20

4'-7 5/8" 3'-4 3/8"

X06

X101

X03

X26

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

DOCK DRIVE

ELEV. = 112'-2"

UPPER LEVEL

ELEV. = 115'-8"

T.O.W. EXISTING

ELEV. = 129'-8"

A301

T.O.W. DOCK

ELEV. = 127'-6"

A303

A501

4' -0

A34

A34

A35 A35

OPTION ITEM: SPECIFIC OPTION

NUMBER LISTED BY KEYNOTE AND

DETAILED IN SPECIFICATIONS

OPTIONS LEGEND

SCALE A X101

LOWER LEVEL DEMOLITION 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 S o u th

B ld g -v

R ic W e b e r.

rv t

/1

/2

:3

:4

A

M

X101

MOUNT RUSHMORE NATIONAL MONUMENT

272051

SOUTH BUILDING

ARCHITECTURAL

DEMOLITION PLANS

KJH

CLZ / TWM / HHD

06/13/23

RDW

18678703-

FINAL CONSTRUCTION DOCUMENTS

SCALE A X101

UPPER LEVEL

DEMOLITION PLAN

SCALE A X101

SOUTH BUILDING DEMO 3D4

KEYNOTES - DEMOLITION

# DESCRIPTION

A16 CEDAR TRIM; 2x6 & 2x4; MATCH (E)

A34 BID OPTION #1. SEE MEPD

A35 BID OPTION #1. ARCHITECTURAL WORK PART OF OPTION 1. SEE DETAILS

SHEET 03-A102

A36 BID OPTION #3. SEE MEPD

A46 HOSE BIB (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

X09 REMOVE WALL SHOWN DASHED COMPLETE

X10 REMOVE DOOR, FRAME AND HARDWARE COMPLETE

X15 REMOVE WINDOW & SILL COMPLETE

X20 REMOVE LOUVER COMPLETE

X24 REMOVE RAILING FROM TOP OF RETAINING WALL. CUT OFF (6) RAILING

POSTS AT CONCRETE. PATCH HOLES.

X25 REMOVE ROOF COMPLETE

X26 REMOVE COLUMN AND RAILS COMPLETE. REMOVE (4) ANGLES. PATCH BOLT

HOLES.

X27 REMOVE BEAM COMPLETE

SCALE A X101

DOCK DRIVE

DEMOLITION PLAN

SCALE A X101

DEMOLITION ELEVATION - WEST SIDE5

OPTION #1

X102

X01

X02X02

X03X03

X03X03

X04X04

X04X04

X04X04

X05

X06

X07

X08

X13

X14

LOWER LEVEL F.F.

4991.33

UPPER LEVEL F.F.

5007.00 ±

X03

BSCALE

ASCALE

2 0 2 64

SCALE OF FEET

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

-0

-D

.r v t

/9

/2

:1

:5

P

M

X102

MOUNT RUSHMORE NATIONAL MEMORIAL

272051

SOUTH BUILDING LOWER

LEVEL PROCESS

DEMOLITION PLAN

CLR

DJG

06/13/23

KSP

18678703-

FINAL CONSTRUCTION DOCUMENTS

ASCALE

SOUTH BUILDING LOWER LEVEL PLAN

SCALE BX102

SECTION2

GENERAL NOTES

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

2. COORDINATE 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 ARCHITECTURAL DRAWINGS FOR INFILL AND REPAIR OF OPENINGS

AND PENETRATIONS REMANINING AFTER DEMOLITION AND NEW WORK.

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

KEYNOTES - DEMOLITION

# DESCRIPTION

X01 DEMOLISH AIR COMPRESSOR AND RECEIVER ONLY AFTER THE NEW AIR

COMPRESSOR SYSTEM IS COMMISSIONED AND READY FOR OPERATION.

X02 DEMOLISH CENTRIFUGE FEED PUMP AND GRINDER. COORDINATE

SHUTDOWN WITH OWNER.

X03 DEMOLISH EXISTING PROCESS PIPING AND FITTINGS AS NECESSARY TO

ALLOW INSTALLATION OF NEW FITTINGS OR PROCESS CONNECTIONS.

X04 DEMOLISH EXISTING EQ BASIN AND SOLIDS HOLDING TANK AERATION

PIPING AND DIFFUSERS.

X05 DEMOLISH MIXER INCLUDING SUPPORTS AND ELECTRICAL

CONNECTIONS.

X06 REMOVE EXISTING PIPING AND PREPARE REMAINING PIPING FOR

CONNECTION TO NEW PIPING SYSTEM.

X07 REMOVE EXISTING AIR FILTERS (2) AND RELOCATE TO NEW OUTSIDE AIR

INTAKE LOCATION.

X08 REMOVE EXISTING BLOWER AIR HEAT EXCHANGER AND RELOCATE TO

NEW LOCATION AS SHOWN ON 01-C106.

X13 DEMOLITION OF THE CENTRIFUGE FEED PUMP AND GRINDER IS

INCLUDED IN BID OPTION #1. THE BASE BID EXCLUDES REPLACEMENT

OF THIS EQUIPMENT.

X14 DEMOLITION OF AIR COMPRESSOR IS INCLUDED IN BID OPTION #3. THE

BASE BID INCLUDES RELOCATION OF THIS EQUIPMENT RATHER THAN

DEMOLITION.

X09

X10

X11

X12

X15

X15

X15

ASCALE

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

-0

-D

.r v t

/9

/2

:1

:5

P

M

X103

MOUNT RUSHMORE NATIONAL MEMORIAL

272051

SOUTH BUILDING UPPER

LEVEL PROCESS

DEMOLITION PLAN

CLR

DJG

06/13/23

KSP

18678703-

FINAL CONSTRUCTION DOCUMENTS

ASCALE

SOUTH BUILDING UPPER LEVEL

GENERAL NOTES

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

2. COORDINATE 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 ARCHITECTURAL DRAWINGS FOR INFILL AND REPAIR OF

OPENINGS AND PENETRATIONS REMAINING AFTER DEMOLITION AND

NEW WORK.

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

OPTIONS.

KEYNOTES - DEMOLITION

# DESCRIPTION

X09 DEMOLISH DEWATERING CENTRIFUGE, PIPING CONNECTIONS, AND

EQUIPMENT PADS.

X10 DEMOLISH SOLIDS CONVEYOR.

X11 DEMOLISH INFLUENT SCREEN.

X12 DEMOLISH POLYMER MAKEUP UNIT.

X15 DEMOLITION OF CENTRIFUGE, CENTRIFUGE PIPING, POLYMER

MAKEUP UNIT, AND SOLIDS CONVEYOR IS INCLUDED IN BID OPTION

#3. THE BASE BID EXCLUDES REPLACEMENT OF THIS EQUIPMENT.

X1

X1

X1

X1

X3

X5

X5

X2

X2 X2

X2

X3

X4

ASCALE

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

-0

-M

P .r v t

/9

/2

:0

:3

P M

X104

MOUNT RUSHMORE NATIONAL MEMORIAL

10298966

SOUTH BUILDING

MECHANICAL DEMOLITION

PLANS

Designer

Checker

06/13/23

AJC

18678703-

FINAL CONSTRUCTION DOCUMENTS

SCALE A

HVAC DEMOLITION LOWER LEVEL1

SCALE A

HVAC DEMOLITION UPPER LEVEL2

KEYNOTES

X1 DEMOLISH EXHAUST SYSTEM (FAN,

DUCTWORK, LOUVERS AND CONTROLS)

ONLY AFTER THE NEW EXHAUST SYSTEM

COMMISSIONED AND READY FOR

OPERATION.

X2 DEMOLISH EXHAUST SYSTEM (FAN,

CONTROLS AND LOUVERS) ONLY AFTER

THE NEW MAKE-UP AIR SYSTEM AND

NEW EXHAUST SYSTEMS ARE

COMMISSIONED AND OPERATIONAL.

X3 DEMOLISH UNIT HEATER ONLY AFTER

NEW MAKE-UP AIR UNIT SYSTEMS ARE

COMMISSIONED AND OPERATIONAL.

X4 DEMOLISH EYEWASH AND CAP PIPING AT

MAIN.

X5 RELOCATE AIR COMPRESSOR, OIL

FILTER, AIR RECIEVER, DRYER, AND PRV

VALVES.

J

IC

IC

IC

IC

03-BLW-1

03-BLW-2

03-BLW-3

AIR DYRER

SUBMERSIBLE

MIXER SM-1

SAVE EXISTING

PLUG FOR REUSE

WITH NEW MIXEREXISTING MIXER

RECEPTACLE

AIR COMPRESSOR &

CONTROL PANEL

DF-1

EXISTING WIREWAY TO REMAIN

EXISTING PULLBOX TO REMAIN

EXISTING TELEPHONE

TERMINATION BOX TO

REMAIN

TO EXISTING DUCT BANK

EUH-1

DF-1

CFP-1

ASG-1

PSLL-210

PSHH-213

X02

X03

X05

X06

FE-212

FIT-212

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

-E

.r v t

/9

/2

:0

:5

A M

X105

MOUNT RUSHMORE NATIONAL MEMORIAL

10298966

SOUTH BUILDING LOWER

LEVEL ELECTRICAL

DEMOLITION PLAN

GB

KLG

06/13/23

MTJ

18678703-

FINAL CONSTRUCTION DOCUMENTS

ASCALE

SOUTH BUILDING LOWER LEVEL ELECTRICAL DEMOLITION PLAN

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 ENSURE

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. SEE SPECIFICATION SECTION 01 27 00 FOR DESCRIPTION OF BID

OPTIONS.

GENERAL NOTESKEYNOTES - DEMOLITION

# DESCRIPTION

X02 JUNCTION BOX CONTAINS THERMOSTAT

HEAT TRACING CIRCUIT THAT SERVES

THE PROCESS LINE TO THE EXISTING

AERATION BASIN. REMOVE JUNCTION

BOX, CONDUITS, AND WIRING AS

REQUIRED AND PROVIDE A NEW HEAT

TRACE CIRCUIT FOR THE EXISTING LINE.

X03 BASE BID: AIR COMPRESSOR TO BE

RELOCATED, REWIRED AS SHOWN ON

03-E602 AND 00-E601. BID OPTION 3: AIR

COMPRESSOR TO BE REMOVED.

KEYNOTES - DEMOLITION

# DESCRIPTION

X05 BID OPTION #1: CENTRIFUGE FEED PUMP

CFP-1 AND ASSOCIATED INSTRUMENTS

AND WIRING TO BE REMOVED. BASE BID:

CENTRIFUGE FEED PUMP CFP-1

CONTROL PANEL CFP-1 AFD, PRESSURE

SWITCHES PSLL-210 AND PSHH-213 TO

REMAIN IN PLACE, REWIRED AS SHOWN

ON 03-E602 AND 00-E601.

X06 BID OPTION #1: ASG-1 AND ASSOCIATED

WIRING TO BE REMOVED. BASE BID:

GRINDER ASG-1 TO REMAIN, REWIRED

AS SHOWN ON 03-E602 AND 00-E601.

IC

SV

SV

SV

T

SS

CFP-1 AFD

B-1 AFD

PLC-2

M C

C

CHANNEL

SCREEN FS-1

EXISTING

LP3 TO

REMIAN

T -L

P

CENTRIFUGE C-1

CONTROL PANEL

B-3 AFD

B-2 AFD

SCREEN FS-1

CONTROL PANEL

CENTRIFUGE

C-1

PF-1 PF-2

IC-1

EUH-2

DEWATERING

POLYMER SKID

IC-1

X01

X07

X07

X10

X08

X09

X10

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

-E

.r v t

/9

/2

:0

:5

A M

X106

MOUNT RUSHMORE NATIONAL MEMORIAL

10298966

SOUTH BUILDING UPPER

LEVEL ELECTRICAL

DEMOLITION PLAN

GB

KLG

06/13/23

MTJ

18678703-

FINAL CONSTRUCTION DOCUMENTS

ASCALE

SOUTH BUILDING UPPER LEVEL ELECTRICAL DEMOLITION PLAN

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 ENSURE

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. SEE SPECIFICATION SECTION 01 27 00 FOR DESCRIPTION OF BID

OPTIONS.

GENERAL NOTES

KEYNOTES - DEMOLITION

# DESCRIPTION

X01 DEMOLISH MCC2 AFTER BOTH PROCESS

TRAINS ARE OPERATIONAL.

X07 BID OPTION #1: REMOVE CONVEYOR AND

ALL ASSOCIATED EQUIPMENT. BASE BID:

INCLINED SCREW CONVEYOR IC-1,

CONTROL PANEL, AND ASSOCIATED

EQUIPMENT TO REMAIN, REWIRED AS

SHOWN ON 03-E602 AND 00-E601.

X08 BID OPTION #1: REMOVE DEWATERING

POLYMER PUMP AND ALL ASSOCIATED

EQUIPMENT. BASE BID: DEWATERING

POLYMER PUMP, CONTROL PANEL, AND

ASSOCIATED EQUIPMENT TO REMAIN,

REWIRED AS SHOWN IN 00-E601.

X09 BID OPTION #1: CFP-1 AND ASSOCIATED

EQUIPMENT TO BE REMOVED. BASE BID:

CENTRIFUGE FEED PUMP CFP-1,

CONTROL PANEL CFP-1 AFD, PRESSURE

SWITCHES PSLL-210 AND PSHH-213 TO

REMAIN, REWIRED AS SHOWN ON

03-E602 AND 00-E601.

X10 BID OPTION #1: C-1 AND ASSOCIATED

EQUIPMENT TO BE REMOVED. BASE BID:

CENTRIFUGE C-1 AND CONTROL PANEL

TO REMAIN, REWIRED AS SHOWN ON

03-E602 AND 00-E601.

SA

?4

1/2

2 15 15 15

LP3 XFMR

45KVA ,3PH

480:208Y/120V

LP-3

120/208V

3PH,

4W

5 35 7.5 3

?4

45KVA ,3PH

480:208Y/120V

LP-6

120/208V

3PH,

4W

?4

1 1/2

?4

7 1/2

EXISTING MCC-2 600A, 480/277V, 3 PHASE, 4W, 22KAIC

350A 3P

EXISTING MCC-2 600A, 480/277V, 3 PHASE, 4W, 22KAIC (CONTINUED)

S U

R G

E A

R R

E S

T O

R 3#

8, #8 G

, 1 "C

C H

A N

N E

L S

C R

E E

N

C O

N T

R O

L P

A N

E L

F S

-1

3#

,1 #1

2G , 3

/4 "C

20A 3P

3#

, 4 /C

#1 4, #1

2G , 1

"C P

R O

P E

LL

E

R F

A N

P F

-1 F

R O

M E

X

IS

T

IN

G

M

C -1

B

LO

W

R

B -1

3# 8, 1#

G , 1

"C

30A 3P

30A 3P

30A 3P

B

LO

W

-2

B

LO

W

-3

3# 8, 1#

G , 1

"C

3# 8, 1#

G , 1

"C

45A 3P 20A

3P

C E

N T

R

IF

U G

E F

E

D

P U

P

F P

-1

3#

,1 #1

2G , 3

/4 "C

100A 3P

C E

N T

R

IF

U G

E M

IV

E 3#

2, 1#

6G , 1

/4

"C

C E

N T

R

IF

U

C K

D R

IV

E

20A 3P

IN

C

LI

N

E D

S C

R

W

O

N V

E Y

O R

IC

-1

3#

,1 #1

2G , 3

/4 "C

3#

, 1 #1

2, #1 4, 3/

4" C

30A 3P

S U

B M

E R

S

IB

LE

IX

E R

S M

-1

3#

, 1 #1

0, /4 "C

30A 3P

G R

IN

D

E R

A S

G -1

20A 3P

30A 3P

3#

, 1 #1

2, /4 "C

R E

C Y

C

LE

P U

M P

A R

P -2

AFD

45A 3P

3#4, 1#8G, 1 1/4"C

45A 3P

3#4, 1#8G, 1 1/4"C

4#2, 1#8G, 1 1/2"C

SOLIDS

DEWATERING

BUILDING MAIN

DISCONNECT

S O

LI

S

W A

T E

R

U

IL

D

IN

G

F E

E D

E R

3#

, 1 #1

2, /4 "C

E

LE

C T

R

IC

U N

IT

H

E A

T E

R E

U H

-1

20A 3P

30A 3P

3#

, 4 /C

#1 4, #1

2G , 1

"C D

U C

T F

A N

D F

-1

3#

, 1 #1

2, /4 "C

E

LE

C T

R

IC

U N

IT

H

E A

T E

R E

U H

-2

20A 3P

30A 3P

3# 8, #1

0, /4 "C

A

IR

C O

M P

R E

S S

O R

25A 3P

3#

, 1 #1

2G , 3

/4 "C

M A

G N

E S

IU

H

Y D

R O

X

ID

E M

IX

E

R M

H M

X -1

AFDAFDAFDAFD

A

IR

C O

O

LE

R (T

O B

E R

E

LO

C A

T E

D

X11 X11 X11 X11 X11

X16

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

-E

.r v t

/9

/2

:0

:5

A M

X601

MOUNT RUSHMORE NATIONAL MEMORIAL

10298966

SOUTH BUILDING

ELECTRICAL MCC-2

ONE-LINE - DEMO

GB

KLG

06/13/23

MTJ

18678703-

FINAL CONSTRUCTION DOCUMENTS

KEYNOTES - DEMOLITION

# DESCRIPTION

X11 BID OPTION #1: EQUIPMENT TO BE

REMOVED. BASE BID: EQUIPMENT TO

REMAIN, REWIRED AS SHOWN ON

03-E602 AND 00-E601.

X16 BID OPTION #3: EQUIPMENT TO BE

REMOVED. BASE BID: EQUIPMENT TO

REMAIN, REWIRES AS SHOWN ON

03-E602 AND 00-E601.

GENERAL NOTES

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

OPTIONS.

X07

X09 X10

X06

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

-E

.r v t

/9

/2

:0

:0

A M

X602

MOUNT RUSHMORE NATIONAL MEMORIAL

10298966

SOUTH BUILDING MISC

ONE-LINE - DEMO

GB

KLG

06/13/23

MTJ

18678703-

FINAL CONSTRUCTION DOCUMENTS

KEYNOTES - DEMOLITION

# DESCRIPTION

X06 BID OPTION #1: ASG-1 AND ASSOCIATED

WIRING TO BE REMOVED. BASE BID:

GRINDER ASG-1 TO REMAIN, REWIRED

AS SHOWN ON 03-E602 AND 00-E601.

X07 BID OPTION #1: REMOVE CONVEYOR AND

ALL ASSOCIATED EQUIPMENT. BASE BID:

INCLINED SCREW CONVEYOR IC-1,

CONTROL PANEL, AND ASSOCIATED

EQUIPMENT TO REMAIN, REWIRED AS

SHOWN ON 03-E602 AND 00-E601.

X09 BID OPTION #1: CFP-1 AND ASSOCIATED

EQUIPMENT TO BE REMOVED. BASE BID:

CENTRIFUGE FEED PUMP CFP-1,

CONTROL PANEL CFP-1 AFD, PRESSURE

SWITCHES PSLL-210 AND PSHH-213 TO

REMAIN, REWIRED AS SHOWN ON

03-E602 AND 00-E601.

X10 BID OPTION #1: C-1 AND ASSOCIATED

EQUIPMENT TO BE REMOVED. BASE BID:

CENTRIFUGE C-1 AND CONTROL PANEL

TO REMAIN, REWIRED AS SHOWN ON

03-E602 AND 00-E601.

GENERAL NOTES

X15 X15 X15 X15 X15 X15 X15X15

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

-E

.r v t

/9

/2

:0

:0

A M

X603

MOUNT RUSHMORE NATIONAL MEMORIAL

10298966

SOUTH BUILDING MISC

ONE-LINE - DEMO

GB

KLG

06/13/23

MTJ

18678703-

FINAL CONSTRUCTION DOCUMENTS

GENERAL NOTES

1. PORTIONS OF EXISTING CONDUITS MAY BE REUSED FOR NEW WORK.

PROVIDED THE CONDUITS ARE FOUND TO BE IN GOOD CONDITION. THE

CONTRACTOR SHALL DETERMINE WHICH, IF ANY CONDUITS ARE

SUITABLE FOR REUSE.

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

OPTIONS.

KEYNOTES - DEMOLITION

# DESCRIPTION

X15 BID OPTION #1: EQUIPMENT TO BE

REMOVED. BASE BID: EQUIPMENT TO

REMAIN, REWIRED AS SHOWN ON

00-E601.

UP

TOC = 97'-5"

TOC = 97'-4 1/2"

TOC = 95'-6"

6" SLAB ON GRADE W/ #5@12 EW,

CENTERED. PROVIDE 15 MIL VAPOR

BARRIER OVER 24" COMPACTED

GRANULAR FILL.

TOC = 100'-0"

EQUIPMENT PAD

SLOPE

SLOPE

S

LO

P E

S

LO

P E

STAIRS,

SEE ARCH

TOC = 97'-4"

EXISTING

RETAINING WALL

FOUNDATION

2'-0"

1'-2"

2'-0"

NOTE 2

NOTE 2

EXISTING

APPROACH SLAB

5' -0

STOOP TYPICAL

SEE 3/00-S502

THICKENED

SLAB

TOF = 96'-0"

F8.0

97'-0"

ISOLATION JOINT, SEE

DETAIL 9/00-S501

TOC = 97'-6"

8" MASONRY

WALL, TYPE '8A'

8' -3

1'

-0

8' -3

/2

1'

-2

8' -5

/2

6'-8" 1'-0" 29'-11 1/2"

2'-8" 5'-7 1/2" 2'-0" 8'-0" 8'-0" 17'-10 1/2" 5'-0" 1'-1" 2'-0"

5' -8

'-7

/2

2" E

J

5' -5

/2

'-0

9' -4

11"

EQUIPMENT PAD

5' -0

5' -9

/2

'-0

'-2

/2

APPROACH SLAB

SEE 4/00-S502

2" EXP JOINT BETWEEN

NEW AND EXISTING

STRUCTURES

SEE 2/00-S504 TYP

" S

Q C

OLU

M N

" S

Q C

OLU

M N

FD

EQUIPMENT

PAD

03-S301

03-S301

03-S301

03-S302

03-S301

'-8

/2

2" E

J F

.V

1' -1

1"

5' -2

INTERCEPTOR

SEE PLUMBING

5' -0

1' -4

F

.V

2'-0"X2'-0"X3'-9"

SUMP PIT

10" MASONRY WALL,

TYPE '10A'

14'-7" 3'-3" 19'-10"

TOW = 99'-0"

2'-0" 1'-2" 2'-0"

2' -0

1'

-2

2' -0

2'-0" 1'-2" 2'-0"

10'-0"

1'-9"X1'-9"X1'-10"

SUMP PIT

TOF = 96'-0"

7'-8"

9' -6

03-S302

F6.0

97'-0"

1' -0

SEE NOTE 8

FOOTING SCHEDULE

MARK SIZE

LENGTH x WIDTH x DEPTH

REINFORCING REMARKS

F6.0 6'-0" x 6'-0" x 1'-6" 7-#6 EW T&B

STD HK EE

OF REINF

F8.0 8'-0" x 7'-0" x 1'-6" 9-#6 T&B N/S 8-#6 T&B E/W

STD HK EE

OF REINF

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

S101

MOUNT RUSHMORE NATIONAL MEMORIAL

272051

SOUTH BUILDING

FOUNDATION PLAN

GS

SKM

06/13/23

TJH

18678703-

FINAL CONSTRUCTION DOCUMENTS

ASCALE

SOUTH 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

4991.33. CONTRACTOR TO VERIFY EXISTING FINISH FLOOR

ELEVATION BEFORE BEGINNING CONSTRUCTION.

2. INDICATES SPAN DIRECTION OF 1 1/2" GRATING.

3. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL

INFORMATION ON THICKENED, SLOPED, OR DEPRESSED

SLABS.

4. SEE PROCESS SHEETS FOR ADDITIONAL INFORMATION ON

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

DRAIN (TD) LOCATIONS.

5. COORDINATE SIZE AND LOCATION OF EQUIPMENT PADS WITH

MECHANICAL, ELECTRICAL, AND PROCESS DRAWINGS. SEE

STRUCTURAL DRAWINGS FOR TYPICAL EQUIPMENT PAD

DETAILS UNLESS NOTED OTHERWISE.

6. INDICATES SLOPE DOWN DIRECTION OF SLAB OR

CONCRETE TOPPING.

7. SEE DETAIL 3/00-S503 MASONRY REINFORCING SCHEDULE.

8. 8" WIDE x 6" DEEP TRENCH. SLOPE TRENCH 1/8" / 1'-0" TOWARD

SUMP PIT WITH COVER RATED FOR GARAGE TRAFFIC.

9. 2 1/2" ZIP SYSTEM TO BE FASTENED TO CONCRETE AND

MASONRY PER MANUFACTURER RECOMMENDATIONS. SEE

ARCHITECTURAL.

SLOPE

06/13/23

10" SLAB W/ #5@6 EW, T&B.

TOC = 115'-8"

NORTH/SOUTH BARS ARE

EXTERIOR BARS

SEE SHEET NOTE 7 FOR

ADDITIONAL REQ.

2" EXP JOINT BETWEEN

NEW AND EXISTING

STRUCTURES

8" MASONRY

WALL, TYPE ‘8A’

CONCRETE

CONTAINMENT

CURB

STAIRS,

SEE ARCH

MASONRY WALL

BELOW, TYP

B16x24

B16x24

2" EXP JOINT

BETWEEN NEW

STRUCTURE AND

GARAGE

8" MASONRY WALL,

TYPE '8B'

M L-

M

L-

6' -1

/2

" 1' -4

9' -8

1' -4

8' -8

4"

9" (TYP)

03-S301

6' -7

/2

'-0

9' -4

EQUIPMENT

PAD, TYP SEE

DETAIL 5/00-S502

TOC

EL 117’-0”

TOC

EL 116’-0”

TOC

EL 116’-0”

TOC

EL 116’-0”

10" TYP

03-S301 7

03-S301

03-S301

00-S505

00-S505

5" T

Y P

10" MASONRY WALL,

TYPE '10A'

TOC

EL 116’-0”

03-S301

WALL STEP

MASONRY INFILL,

SEE ARCH

03-S301

EQUIPMENT

PAD

03-S303

03-S303

PRECAST LINTEL

TOC EL 114’-0”

10" MASONRY

WALL, TYPE '10A'

(F.V. CLEAR OPENING)

15'-10"

SEE DETAILS 5 AND

6/03S-303 FOR FRAMING

AT GARAGE DOOR

FLOOR DRAIN IN EXISTING SLAB.

AVOID CORING THROUGH

REINF. PLACE DRAIN BETWEEN

REINFORCING MATS.

SLAB OPENING

TYP, SEE MECH

B16x24

'-7

/2

8'-3 1/2"

EQUIPMENT PAD, TYP SEE

DETAIL 6/00-S502. SIZE PAD

PER MANUFACTURER

REQUIREMENTS.

NEW OPENING IN EXISTING

SLAB. AVOID CORING THROUGH

REINF. PLACE PIPING BETWEEN

REINFORCING MATS.

TOC

EL 119’-0”

TOC

EL 117’-3”

TOC

EL 119’-0”

TOC

EL 117’-3”

NEW OPENING IN EXISTING WALL.

CONTRACTOR TO SCAN WALL TO

AVOID CUTTING THROUGH REINF.

REVISE LAYOUT AS REQUIRED TO

AVOID VERTICAL WALL REINF.

SEE 1/03-S303 FOR LINTEL DETAIL.

NEW OPENING IN EXISTING

WALL. CONTRACTOR TO SCAN

WALL TO AVOID CUTTING

THROUGH REINF. REVISE

LAYOUT AS REQUIRED TO

AVOID VERTICAL WALL REINF.

S1

PROVIDE LIFTING HOOK IN

SLAB FOR TANK BELOW.

ANCHOR HOOK TO SLAB

PER MANUFACTURER

SPECIFICATIONS.

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

SOUTH BUILDING UPPER

LEVEL FLOOR PLAN

GS

SKM

06/13/23

TJH

18678703-

FINAL CONSTRUCTION DOCUMENTS

1/4" = 1'-0"

SOUTH 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. SEE DETAIL 3/00-S503 MASONRY REINFORCING SCHEDULE.

5. ALL FRAMING TO BE DOUGLAS-FIR NO. 1. UNLESS NOTED

OTHERWISE. WOOD IN CONTACT WITH CONCRETE TO BE

GREEN PRESSURE TREATED.

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

MASONRY PER MANUFACTURER RECOMMENDATIONS. SEE

ARCHITECTURAL.

7. TERMINATE TOP NORTH/SOUTH BARS WITH 180 DEG HOOK

AT CANTILEVERED END. ROTATE BARS AS NECESSAR TO

MAINTAIN COVER.

BID OPTION #1 INCLUDES NEW CENTRIFUGE PADS AND

NEW OPENINGS IN EXISTING STRUCTURE TO SUPPORT

NEW EQUIPMENT PIPING AND CONVEYERS. BASE BID WLL

USE EXISTING CENTRIFUGE PADS.

KEYNOTE:

S1

JOIST BEARING

2-2X8

S

P A

C E

S

'-0

O

C

7'

-0

JOIST BEARING

T2-SHORT

T2-SHORT

T2

T2

T2

T2

T2

T2-SHORT

T2 - SHORT

1' -3

S P

A C

IN

G

S O

F

'-0

O C

4' -0

2'

-2

1' -2

/2

T 3-

S H

O R

T

3'-0" 18 SPACINGS OF 2'-0" = 36'-0" 3'-0"

T 3-

S H

O R

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T 3-

S H

O R

T

2- T

3- S

H O

R T

W16X45 CONT

TRUSS BEARING

TRUSS BEARING

2" EXP JOINT BETWEEN

NEW AND EXISTING

STRUCTURES

2" EXP JOINT

BETWEEN NEW

STRUCTURE AND

GARAGE

S

LO

P E

SLOPE

SLOPE

2X8

2X8

2X8

2X8

2X8

2X8

2X8

2X8

2X8

2X8

2X8

2X8

2X82-2X8

2X6

2X

2X6 2X6

2X

2X

2X

2X6

2X6

PRE-ENGINEERED

WOOD TRUSS

2X6 LADDER

FRAMING @ 24" OC

DOUBLE TRUSS

2-2X6 BLOCKING

ABOVE WALL TYP

2X

2X6 LADDER

FRAMING @ 24" OC

2-2X6 BLOCKING

ABOVE WALL TYP

03-S302

03-S302

ML-2

ML-1

ML-2 ML-2

M L-

M

L-

M L-

M L-

BRIDGING AS

REQUIRED BY

TRUSS MFR

BLOCKING AT

1/4 POINTS

TYP

TYP

TYP

S302

TYP

BRIDGING AS

REQUIRED BY

TRUSS MFR

TYP

TYP

TOC

EL 126' - 2 3/8"

TOS = 127’-6 1/2”

03-S302

03-S302

03-S302

EL 127’-5 1/2”

EL 128’-7 1/4”

TRUSS BEARING

EL 127’-9 1/2”

EL 124’-9 1/2”

TRUSS BEARING

EL 124’-9 1/2”

EL 127'-9 1/2”

ML-1

2X8

2X8

2X8

2X8

2X8

2X8

2X8

2X8

2X8

2X8

2X8

2X8

2X8

TPL 2X8

03-S302

2X6 LADDER

FRAMING @ 24" OC

W16X31

TOS = 125’-8”1

03-S303

6' -1

1/

2"

'-5

NOTE 3

N O

T E

14'-10"

1/

2"

2X

'-8

03-S303

CONVEYERS TO BE SUPPORTED

FROM ROOF RAFTERS. MAX LOAD

PER RAFTER TO BE 250 LBS AT

MIDSPAN.

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:

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'

1. DESIGN BOTTOM CHORD: DL = 2PSF

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

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

SOUTH BUILDING ROOF

FRAMING PLAN AND TRUSS

LOADING DIAGRAMS

GS

SKM

06/13/23

TJH

18678703-

FINAL CONSTRUCTION DOCUMENTS

ASCALE

SOUTH BUILDING ROOF FRAMING PLAN

GENERAL NOTES:

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

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

NO SCALE

TRUSS LOADING DIAGRAMS2

SHEET NOTES:

1. TX INDICATES THE TRUSS TYPE, SEE TRUSS LOADING DIAGRAMS THIS SHEET

FOR LAYOUT. -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 MASONRY WALL EL = 121'-1 1/8" UNO.

5. PRE-ENGINEERED TRUSSES SHALL BE DESIGNED BY TRUSS MANUFACTURER.

6. SEE GENERAL NOTES FOR SHEATHING CONNECTION REQUIREMENTS.

7. TEMPORARY AND PERMANENT BRACING NOT SHOWN. SIZES AND LOCATIONS

OF BRACING TO BE DESIGNED BY CONTRACTOR'S ENGINEER AND SUBMITTED

ON SHOP DRAWING PRIOR TO CONSTRUCTION FOR REVIEW.

8. ML-X INDICATED MASONRY LINTEL, SEE DETAIL 1 ON SHEET 00-S503 FOR

MASONRY LINTEL DETAIL.

9. BRIDGING LAYOUT AND SIZING TO BE DESIGNED BY TRUSS MANUFACTURER.

10. ROOF RAFTERS OVER TRUCK BAY TO BE DOUGLAS-FIR DENSE SELECT

STRUCTURAL. UNLESS NOTED OTHERWISE. WOOD IN CONTACT WITH

CONCRETE TO BE GREEN PRESSURE TREATED.

11. ALL STEEL FRAMING TO BE GALVANIZED.

SLOPE

3"

LR

8"

1'-0" 2'-0" 1'-0"

2-#5 CONTINUOUS

LAP SPLICE

SEE PLAN

DOWELS TO MATCH VERT

WALL REINF ALTERNATE HOOK

CMU

VERT MASONRY WALL

REINF WHERE INDICATED

TOC

SEE PLAN

BOND BEAM, SEE CMU WALL

REINF SCHEDULE FOR REINF

MATCH SLAB REINF

IN SIZE & SPACING

LAP

BOND BEAM

SEE CMU WALL REINF

SCHEDULE FOR REINF

GALV L4x4x1/4"x2'-0" AT 4'-0"

OC MAX EA SIDE

1"

2-3/4" DIA EXPANSION ANCHOR

W/ 5" EMBED AT 10" OC

1" COMPRESSIBLE

FILLER

CONCRETE ROOF

SLAB REINFORCING

NOT SHOWN

CMU CUT TO FIT, FILL

SOLID WITH MORTAR

CMU WALL REINF W/

STD TOP HOOK

1/2" COMPRESSIBLE FILLER

BACKER ROD & SEALANT

00-S502

DOWELS TO MATCH VERT WALL

REINF ALTERNATE HOOK

CMU

VERT MASONRY WALL

REINF WHERE INDICATED

BOND BEAM, SEE CMU WALL

REINF SCHEDULE FOR REINF

LAP

#6@12 EW EF

2' -0

#5@12 T&B W/

STD HK EE

24" LAYER OF FREE

DRAINING GRANULAR

MATERIAL

MIN

6"

00-S502

3' -0

DOWELS TO MATCH VERT

WALL REINF ALTERNATE HOOK

CMU

VERT MASONRY WALL

REINF WHERE INDICATED

BOND BEAM, SEE CMU WALL

REINF SCHEDULE FOR REINF

LAP

#6@12 EW EF

#5@12 EW T&B

W/ STD HK EE

6" PVS WS

24" LAYER OF FREE

DRAINING GRANULAR

MATERIAL

MIN

6"

DOWELS TO MATCH VERT WALL REINF

ROTATE HK AS NEEDED TO MAINTAIN COVER

CMU

VERT MASONRY WALL

REINF WHERE INDICATED

BOND BEAM, SEE CMU WALL

REINF SCHEDULE FOR REINF

LAP

#5@12 T&B W/

STD HK EE

1/2" COMPRESSIBLE FILLER

BACKER ROD & SEALANT

1' -0

2'

-0

24" LAYER OF FREE DRAINING

GRANULAR MATERIAL

SLAB REINF, SEE PLAN

SEE PLAN SEE PLAN SEE PLAN

6-#5 CONT T&B TOF

SEE PLAN

MIN

6"

#6@12 EW EF

1' -0

2' -0

1'-4"

3-#7 BOTTOM W/ STD 90

DEGREE HOOK @ END

#4@12 STIRRUPS

2 LAYERS

3-#7 @ TOP

S E

E P

LA

N

SLAB REINFORCING

SEE PLAN

1'-2"

#3@12 TIES W/ 3 TIES

IN 5" AT TOP AND

BOTTOM OF COLUMN

8-#6 VERT

LAP

UPPER LEVEL

SEE PLAN

NOTE:

1. RUN T & B BEAM REINF FULL LENGTH OR SPLICE USING MECHANICAL

SPLICES. SEE SPECS FOR MECHANICAL SPLICE REQUIREMENTS.

2. WHERE UPPER LEVEL COLUMN IS NOT PRESENT, END COLUMN VERT

REINF W/STD HK AT TOP OF SLAB.

BOND BEAM, SEE CMU

WALL REINF SCHEDULE

FOR REINF

#3@12 U-BAR

DWL TO MATCH VERT

REINF ALTERNATE HK

VERT MASONRY WALL

REINF WHERE INDICATED

CMU

SEE PLAN

2-#5 CONT TOC

SEE PLAN

TOC

SEE PLAN

#6@16 ADHESIVE DOWEL W/

15" EMBEDMENT

CMU

VERT MASONRY WALL

REINF WHERE INDICATED

BOND BEAM, SEE CMU WALL

REINF SCHEDULE FOR REINF

LAP

EXISTING

WALL

TOC

SEE PLAN

SEE PLAN

1' -1

0"

TOC

SEE PLAN

T Y

P 2"

C

LR

CURB AND SLAB

REINF NOT SHOWN.

SEE DETAIL 2/00S-505

FOR REQUIREMENTS

3-#7 T&B W/ LENTON

TERMINATOR AT END.

EXTEND REINF 2'-0"

BEYOND EDGE OF

OPENING

#4@12 STIRRUPS

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

SOUTH BUILDING SECTIONSGS

SKM

06/13/23

TJH

18678703-

FINAL CONSTRUCTION DOCUMENTS

SCALE A

THICKENED SLAB DETAIL1

SCALE A

TYPICAL NON-LOAD BEARING CMU WALL SUPPORT @ CONCRETE FLOOR5

SCALE A

SECTION2

SCALE A

SECTION3

SCALE A

SECTION4

SCALE A

SECTION6

SCALE A

SECTION7

SCALE A

SECTION AT EXISTING WALL8

SCALE A

SECTION AT LINTEL9

TOP OF WALL

EL = SEE PLAN

NOTES:

1. SOFFIT ASSEMBLY 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.

4. TRUSSES TO BE GREEN PRESSURE TREATED WHERE IN CONTACT WITH

MASONRY.

2X6 FASCIA

FRAMING

WOOD 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. COORDINATE

WITH SOFFIT VENTING

REQUIREMENTS, SEE ARCH

TRUSS SHEAR CONNECTION

BY TRUSS MFR, SEE SHEET

00-S001 FOR TRUSS DESIGN

NOTES AND LOADS

CONT BOND BEAM

SIMPSON STRONG TIE

LTA2 OR EQUAL AT FACE

OF EACH TRUSS

TOP OF WALL

EL = SEE PLAN

PANEL EDGE NAILING. SEE

PLYWOOD CONNECTION

SCHEDULE

DROP TOP CHORD OF

WOOD TRUSS

NOTES:

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.

6. TRUSSES TO BE GREEN PRESSURE TREATED WHERE IN CONTACT WITH MASONRY.

PER PLAN

SPACING

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

CONT BOND BEAM

TRUSS SHEAR CONNECTION BY

TRUSS MFR, SEE SHEET 00-S001 FOR

TRUSS DESIGN NOTES AND LOADS

2X6 FRAMING

SIMPSON STRONG

TIE LTA2 OR EQUAL

AT FACE OF TRUSS

@ 2'-0" OC

TRIM LADDER FRAMING

TAIL TO BE 2X4

24" LAYER OF FREE DRAINING

GRANULAR MATERIAL

TOF

SEE PLAN

48" LAYER OF FREE DRAINING

GRANULAR MATERIAL

COL REINF, SEE

DETAIL 6/03-S301

SLAB REINF,

SEE PLAN

REINF, SEE PLAN

AND SCHEDULE

S E

E P

LA

N

SEE PLAN

DOWELS TO

MATCH COL REINF

LAP

MIN

6"

1/2" COMPRESSIBLE

FILLER BACKER ROD

& SEALANT TYPICAL

FINGER TIGHTEN

NUTS AND UPSET

THREADS. TYP UNO

PROVIDE 3"LONG

SLOTTED HOLES IN

BEAM FLANGE

BEARING PLATE,

SEE SCHEDULE

1" NON-SHRINK

GROUT MIN

STEEL BEAM

2-3/4" DIA x 1'-3"

HEADED ANCHOR

BOLTS AND WASHERS

U N

O

2' -0

MIN

1' - 4"

MIIN

1'-4"

FILL ALL SHADED

AREAS WITH GROUT

NOTE:

1. PROVIDE BEAM POCKET AND GROUT FULL AFTER BEAM IS IN PLACE.

SCHEDULE

SEE

TOP OF WALL

EL = SEE PLAN

NOTE:

1. SOFFIT ASSEMBLY 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.

4. WOOD TO BE GREEN PRESSURE TREATED WHERE IN CONTACT WITH

MASONRY.

2X8 ROOF RAFTER

ROOF SHEATHING, SEE PLAN.

SEE PLYWOOD CONNECTION

SCHEDULE FOR ATTACHMENT

CONT BOND BEAM

NOTCH ROOF JOIST TO

PROVIDE HORIZONTAL

BEARING AT 2X8 MEMBER

1" GAP

CONT 2X8

PROVIDE L2x2x1/4 x 3" WITH LONG

SLOTTED HOLE FOR 5/8" BOLT

BOTH SIDES OF JOIST. FASTEN

TO 2X8 WITH STRONG DRIVE TB

WOOD TO STEEL CONNECTOR

OR APPROVED EQUAL

SLOPE

3 1/2"

2X4 FASCIA FRAMING

TOP OF WALL

EL = SEE PLAN

2X8 ROOF RAFTER

BEYOND

CONT BOND BEAM

CONT 2X8 ANCHORED TO MASONRY WITH

5/8" DIA x 1'-6" ANCHOR CAST INTO BOND

BEAM @ 2'-0" OC. PROVIDE 2"X2"X3/16"

PLATE WASHER

NOTE:

1. WOOD TO BE GREEN PRESSURE TREATED WHERE IN CONTACT

WITH MASONRY.

SLOPE

ROOF SHEATHING, SEE PLAN.

SEE PLYWOOD CONNECTION

SCHEDULE FOR ATTACHMENT SLOPE

SIMPSON STRONG TIE HU28 FACE

MOUNT HANGER OR APPROVED

EQUAL. PROVIDE SLOPED SEAT

AS REQUIRED FOR ROOF SLOPE

2X8 ROOF JOIST

2X8 CONT LEDGER BOARD

SEE ARCH FOR CLOSURE ABOVE LEDGER

EXISTING WALL

SLOPE

2X8 ROOF

RAFTER BEYOND

2X8 CONTINUOUS LEDGER BOARD. ANCHOR

TO EXISTING WALL WITH 2- 1/2" ANCHOR

ROD @ 1'-0" OC WITH WASHER AT NUT.

ENSURE 4 1/2" EMBED INTO MASONRY CELL.

INJECT HILTI HIT-HY 270 ADHESIVE SYSTEM

OR APPROVED EQUAL INTO MASONRY.

STAGGER BOLTS

EXISTING WALL

4" G

A G

E M

IN

FELT PAPER BETWEEN LEDGER AND CMU

JOIST BEARING

SEE PLAN

NOTE:

1. AT CONTRACTORS OPTION, CONTRACTOR MAY STOP COLUMN

1 1/2" SHORT AND SUPPORT BEAM ON A 1 1/2" GROUT BEDDING.

2. PROVIDE CROSS BRACING BETWEEN TRUSSES AS REQUIRED

TO TRANSFER SHEAR FROM ROOF DIAPHRAGM TO BEAM BELOW.

TOC

SEE PLAN

& NOTE 1

TOS

SEE PLAN

COL REINF, SEE

DETAIL 6/03-S301

W16, SEE PLAN

2" SQ x 1/4" THK

PL WASHER

(4) 3/4" F1554 GR 36

ANCHORS ON 5" GAGE

W/ 8" EMBEDMENT

5"

SIMPSON STRONG TIE HGA10

OR EQUAL WITH (4) 1/4 x 1 1/2 SDS TO TRUSS AND (4) 1/4 x 1 1/2

SDS TO SILL PLATE EACH SIDE

OF TRUSS

2X8 PLATE ANCHORED TO

BEAM WITH 2-1/2" DIA A307

BOLTS WITH WASHER AT NUT

ON WORKABLE GAGE, 2'-0" OC 3'

-3

1' -0

1'-4"SEE PLAN1'-4"

4 SIDES

GRATING, SEE

SPECIFICATIONS

S E

E P

LA

N

TOC

SEE PLAN

LAP ROUGHENED CJ W/

4" PVC WS 4 SIDES

REINF TO MATCH

SIZE AND SPACING

OF SLAB REINF

NOTE:

1. CONTRACTOR OPTION TO POUR BASE SLAB WITH SUMP PIT OR PROVIDE

CONSTRUCTION JOINT WITH 6" PVC WS ALL AROUND.

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

S302

MOUNT RUSHMORE NATIONAL MEMORIAL

272051

SOUTH BUILDING SECTIONSGS

SKM

06/13/23

TJH

18678703-

FINAL CONSTRUCTION DOCUMENTS

SCALE A

TYPICAL FRAMING CONNECTION AT WALL2

SCALE A

SECTION PARALLEL TO TRUSS1

SCALE A

SECTION8

SCALE A

TYPICAL STEEL BEG ON MASONRY DETAIL7

SCALE A

ROOF RAFTER AT NEW MASONRY WALL3

SCALE A

RAFTER SILL PLATE AT NEW MASONRY WALL4

SCALE A

ROOF JOIST AT EXISTING MASONRY WALL5

SCALE AS103

LEDGER BOARD AT EXISTING MASONRY WALL6

SCALE A

SECTION AT BEAM BEARING9

JOIST BEARING

SEE PLAN

SCALE A

SECTION AT SUMP PIT10

W16 BEAM

VENEER ANCHOR

SYSTEM

CMU SOAPS EA

SIDE OF BEAM

PL 1/4”x7”xCONT

TOP & BOTTOM

3/16

3/16

1/4” PLATE STIFFENER

EACH SIDE, EACH END

PL 1”x7”x7” W/ 2-1/2”x8” STUDS

1” NON-SHRINK

GROUT

GROUT ONE CELL

SOLID, FULL HEIGHT

OF OPENING

MIN

8"

LIMIT OF CMU

REMOVAL,

SEE ARCH

3/16

NOTE:

1. PROVIDE MORTAR BETWEEN LINTEL AND CMU AS REQUIRED FOR FULL CONTACT BETWEEN

LINTEL AND CMU.

2. GALVANIZE ALL STEEL ITEMS IN THIS DETAIL.

3. OPENINGS SHALL NOT BE CUT THROUGH MASONRY CONTROL JOINTS OR REINFORCING.

CONTRACTOR TO VERIFY PLACEMENT OF REINFORCING PRIOR TO CUTTING.

TOS

SEE PLAN TOC

SEE PLAN

EXISTING

CONCRETE WALL

(NOTE 1)

2'-0"

TOC EXIST

FIELD VERIFY

PRECAST LINTEL

2- CAST IN

THREADED INSERTS

2-5/8” A325 BOLTS

ON A 5” GAGE

W8x31

2-5/8” ADHESIVE

ANCHOR BOLTS ON A 5”

GAGE W/ 8” EMBEDMENT

NOTE:

1. FIELD VERIFY WITH OPENING OF EXISTING LOUVER.

1/2" COMPRESSIBLE

FILLER & SEALENT

1/2" PL STIFFNER

EA SIDE OF BEAM

1'-0"

2' -0

TOC

SEE PLAN

EXISTING CONCRETE WALL

2"

2"

2" 5"

5" 5"

5" 2"

6"

2- CAST IN

THREADED INSERTS3/4” PLATE

1/4

1/4

1/4

PRECAST LINTEL

1/2" COMPRESSIBLE FILLER

& SEALENT

TYP

2-3/4" THK PLATES

NOTES:

1. LOCATE REINF IN EXIST WALL PRIOR TO

DRILLING. DO NOT DAMAGE EXIST WALL REINF.

2 1/2" 2 1/2"

4" 4"

6"

2' -0

1'-0"

3-#7 T&B W/ 90 DEG

HK EE

#4@12 STIRRUPS

PRECAST LINTEL

EDGE OF

EXISTING WALL

2-5/8” A325 BOLTS W/ 11/16"

DIA HOLES IN TOP PLATE

5-3/4” ADHESIVE ANCHOR

BOLTS W/ 8” EMBED.

PROVIDE 13/16" DIA HOLES

IN PLATE

TOC

SEE PLAN

6"

2x4

2x6, TYP

2x6 BOTTOM

PLATE

2x6

6x6

2x6, TYP

HEADER,

SEE PLAN

2x6 TOP

PLATE

ROOF RAFTER,

SEE PLAN

6x6 2x6, TYP

FASTEN 2x6 STUDS

TOGETHER PER CHAPTER

23 OF THE IBC CODE

TYPICAL HEADER

CONNECTION PER 6/02-S301

3-1/4" DIA x 3 1/4" CONCRETE

SCREW ANCHOR FROM

STUD TO CONCRETE

EXISTING

MASONRY

1/2" DIA ANCHOR ROD AT 2'-0" OC.

ENSURE 4 1/2" EMBED INTO

MASONRY CELL. INJECT HILTI HIT-

HY 270 ADHESIVE SYSTEM OR

APPROVED EQUAL INTO MASONRY

SIMPSON STRONG TIE RPBZ

OR APPROVED EQUAL

2-3/8" DIA x 6" ADHESIVE

ANCHOR BOLT

EXISTING

CONCRETE

WALL BELOW

MASONRY,

SEE PLAN

2x4 2x6, TYP

2x6, TYP

6x6

SIDING AND

TRIM, SEE ARCH

9 1/2" 5 1/2" 1'-0 1/2"

HEADER ABOVE,

SEE PLAN

8 1/2"

SIMPSON STRONG TIE AE116 OR

EQUAL @ 2'-0" OC WITH 3- 1/2"

DIA ADHESIVE ANCHOR BOLT

INTO CMU AND 7-16d x 2 1/2"

NAIL INTO STUD

JOIST BEARING

SEE PLAN

(3)-2X8 CONTINUOUS LEDGER BOARDS.

2X8 TO BE FASTENED TOGETHER PER

CHAPTER 23 OF THE IBC. ANCHOR TO

MASONRY WALL WITH (2)-1/2" ANCHOR

ROD @ 1'-0" OC WITH WASHER AT NUT.

ENSURE 4 1/2" EMBED INTO MASONRY

CELL. INJECT HILTI HIT-HY 270 ADHESIVE

SYSTEM OR APPROVED EQUAL INTO

MASONRY. STAGGER BOLTS

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

LEDGER BOARD EACH SIDE OF TRUSS

ROOF TRUSS BEYOND

4" G

A G

E M

IN

BSCALE

ASCALE

2 0 2 4

SCALE OF FEET

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

S303

MOUNT RUSHMORE NATIONAL MEMORIAL

272051

SOUTH BUILDING SECTIONSGS

SKM

06/13/23

TJH

18678703-

FINAL CONSTRUCTION DOCUMENTS

SCALE A

STEEL LINTEL DETAIL1

SCALE A

PRECAST LINTEL DETAIL4

SCALE A

PRECAST LINTEL DETAIL2

SCALE A

PRECAST LINTEL3

SCALE B

EL…