Attach 2 Drawings.pdf

PDF 3 MB Posted Mar 30, 2021

Attached to: Mount Rushmore National Memorial - Renovate Water
Solicitation number: 140P6321B0003
Issued by: Department of the Interior National Park Service Midwest Region

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation package includes construction drawings and specifications for renovating three water storage tanks at Mount Rushmore National Memorial in Keystone, South Dakota. The work includes abrasive blasting and applying new coating systems to the interiors of 75,000-gallon, 125,000-gallon, and 500,000-gallon bolted steel tanks. Piping and valves inside the tanks and vaults will be replaced or recoated as indicated. Concrete repairs, fall protection, and hatch modifications are also specified. Bids for this sealed procurement issued by the National Park Service Midwest Region are due on an unspecified date. The solicitation number is 140P6321B0003.

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Other files

File	Type	Posted
Attachment 7 Contractor Questions_0001.pdf	PDF	Apr 20, 2021
Attachment 8 Site Visit_0001.pdf	PDF	Apr 20, 2021
Sol_140P6321B0003_Amd_0001.pdf	PDF	Apr 20, 2021
Attach 5 Addenda.pdf	PDF	Mar 30, 2021
Attach 6 Bid Schedule.pdf	PDF	Mar 30, 2021
Attach 4 CPARS Notice.pdf	PDF	Mar 30, 2021
Attach 1 Specs.pdf	PDF	Mar 30, 2021
Attach 3 WD - Heavy.pdf	PDF	Mar 30, 2021
Sol_140P6321B0003.pdf	PDF	Mar 30, 2021

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117 17

ARGYLE

PRINGLE

HERMOSA

HAYWARD

KEYSTONE

HILL

CITY

CUSTER

STATE

PARK

WIND CAVE

NATIONAL

PARK

JEWEL

CAVE

N.M.

RAPID

CITY

BLACK

HAWK

NEMO

PACTOLA

RESERVOIR

DEERFIELD

RESERVOIR

SHERIDAN

LAKE MOUNT RUSHMORE

NATIONAL MEMORIAL

16A

HOUSING

AREA

KEYSTONE

MOUNT RUSHMORE

SCULPTURES

AMPHITHEATER

WATER RESERVOIR

CONCESSION BUILDING

ENERGY CENTER

DORMITORY

INTERPRETIVE CENTER

MAINTENANCE BUILDING

SCULPTOR'S STUDIO & RESIDENCE

OLD BALDY

MOUNTAIN

16A

WATER PUMPING

& STORAGE AREA

, &V.C.

VISITOR AREA LEGEND

SWITCHBACK

(INACTIVE)

TO 36

TO 40

16TO

385TO

SEWAGE

TREATMENT

AREA

& HAYWARD

HQ.

125K

75K

500K

SCALE OF FEET

75 0

RESTROOMS

PARK HEADQUARTERS

VISITOR CENTER

HQ.

V.C.

PARKING

UNPAVED ROAD

PAVED ROAD

PARK BOUNDARY

TRAIL

LEGEND

SCALE OF MILES

5 0 5 10

SCALE OF METERS

300 0

TITLE OF PROJECT

MT. RUSHMORE NATIONAL MEMORIAL

80064

NATIONAL

SERVICE

PARK LOCATION WITH PARK

RENOVATE EXISTING WATER STORAGE

WATER STORAGE RESERVOIRS

NAME OF PARK

REGION COUNTY STATE

SOUTH DAKOTAPENNINGTONMWR

MJB

PJB

CAD

7/22/2019

MT. RUSHMORE NATIONAL MEMORIAL

80064

238733S1.0 75k GAL RESERVOIR EXIST.

CONDITIONS AND REPAIRS

INTERIOR SURFACE CONDITION LEGEND

RESERVOIR FOUNDATION PLAN

BUILDING SECTION

RESERVOIR ROOF PLAN

VALVE VAULT DETAIL

AutoCAD SHX Text

FLOOR DRAIN

AutoCAD SHX Text

4"%%C OVERFLOW PIPE

AutoCAD SHX Text R

AutoCAD SHX Text

FLOOR DRAIN

AutoCAD SHX Text R

AutoCAD SHX Text

RUST STAIN

AutoCAD SHX Text

LADDER W/

AutoCAD SHX Text (1" X 24")

AutoCAD SHX Text

FIBERGLASS

AutoCAD SHX Text

BLACK

AutoCAD SHX Text

COATING

AutoCAD SHX Text 18" - 24"

AutoCAD SHX Text

AutoCAD SHX Text S1.0

AutoCAD SHX Text

BLACK COATING,

AutoCAD SHX Text

TYP AT COLS

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SEE NOTE 1

AutoCAD SHX Text

SAFETY CAGE, TYP

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text R

AutoCAD SHX Text

R AND PO

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text S1.0

AutoCAD SHX Text

6'-0" MAX

AutoCAD SHX Text

WATERLINE

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text

CONC ROOF SLAB

AutoCAD SHX Text

CONC BM AT COL

AutoCAD SHX Text

LINE

AutoCAD SHX Text

HEAVY RESIDUE

AutoCAD SHX Text

RESIDUE

AutoCAD SHX Text

BLACK COATING

AutoCAD SHX Text

LIMESCALE OR

AutoCAD SHX Text

CHEMICAL RESIDUE

AutoCAD SHX Text

CONC COL, TYP

AutoCAD SHX Text

CONC SLAB

AutoCAD SHX Text

OVER BLACK COATING

AutoCAD SHX Text

ROCK FASCIA

AutoCAD SHX Text

AutoCAD SHX Text S4.0

AutoCAD SHX Text

2" - 4" SEPARATION

AutoCAD SHX Text

TYP AT

AutoCAD SHX Text

PERIMETER

AutoCAD SHX Text

WHITE COATING

AutoCAD SHX Text

TYP AT BASE

AutoCAD SHX Text

OF COLUMN

AutoCAD SHX Text

AutoCAD SHX Text S4.0

AutoCAD SHX Text

TYP

AutoCAD SHX Text

AutoCAD SHX Text S4.0

AutoCAD SHX Text

AutoCAD SHX Text S1.0

AutoCAD SHX Text

4"%%C DRAIN

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

PMIS NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

CORNER DAMAGE

AutoCAD SHX Text

DAMAGED COATING

AutoCAD SHX Text

HONEYCOMBING

AutoCAD SHX Text R

AutoCAD SHX Text

RUST

AutoCAD SHX Text V

AutoCAD SHX Text

VENT

AutoCAD SHX Text

POPOUT

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ABBR

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ABBR

AutoCAD SHX Text

MASTIC HEAVING

AutoCAD SHX Text C

AutoCAD SHX Text

CRACKED CONCRETE

AutoCAD SHX Text E

AutoCAD SHX Text

EFFLORESCENCE

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S1.0

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S1.0

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S1.0

AutoCAD SHX Text

1. SALVAGE AND REINSTALL LADDER AFTER COMPLETION OF INTERIOR COATING SYSTEM.

AutoCAD SHX Text

1. WET OR DRY ABRASIVE BLAST ENTIRE INTERIOR SURFACE TO REMOVE EXISTING COATING

AutoCAD SHX Text

2. REFER TO DETAIL 3/S4.0 FOR TYPICAL COATING SYSTEM APPLICATION

AutoCAD SHX Text

3. FLOOR DRAIN AND PIPING NOT SHOWN FOR CLARITY

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S1.0

AutoCAD SHX Text

4. WATER LEVEL ELEVATIONS ONLY REFLECT THE CONDITION ON THE DAY OF THE INSPECTION ON 8/14/2018

AutoCAD SHX Text

5. SEE PLUMBING FOR ADDITIONAL INFORMATION ON PIPING

AutoCAD SHX Text

1. SEE PLUMBING FOR ADDITIONAL INFORMATION ON PIPING

AutoCAD SHX Text

2. SEE SPECIFICATIONS FOR REMOVAL OF RUST STAINING & PROTECTION OF EXPOSED STEEL ABOVE & BELOW THE WATER LINE

AutoCAD SHX Text

3. PIPING IN VAULT NOT SHOWN FOR CLARITY

AutoCAD SHX Text

1. SALVAGE AND REINSTALL LADDER AFTER COMPLETION OF INTERIOR COATING SYSTEM.

AutoCAD SHX Text

2. SEE SPECIFICATIONS FOR REMOVAL OF RUST STAINING & PROTECTION OF EXPOSED STEEL ABOVE & BELOW THE WATER LINE

AutoCAD SHX Text

3. PIPING IN VAULT NOT SHOWN FOR CLARITY

4. NEW COATING WILL OVERLAP THE FLOOR FROM THE WALLS & COLUMNS ONE FOOT.

CAD

7/22/2019

MT. RUSHMORE NATIONAL MEMORIAL

80064

238733S2.0 125k GAL RESERVOIR EXIST.

CONDITIONS AND REPAIRS

INTERIOR SURFACE CONDITION LEGEND

RESERVOIR FOUNDATION PLAN

BUILDING SECTION

VALVE VAULT LOWER SECTION PLAN

VALVE VAULT SECTION

VALVE VAULT UPPER SECTION PLAN

AutoCAD SHX Text

HEAVY RESIDUE

AutoCAD SHX Text

RESIDUE

AutoCAD SHX Text

BLACK COATING

AutoCAD SHX Text

LIMESCALE OR

AutoCAD SHX Text

CHEMICAL RESIDUE

AutoCAD SHX Text

OVER COATING

AutoCAD SHX Text

CONC ROOF SLAB

AutoCAD SHX Text

CONC COL, TYP

AutoCAD SHX Text

CONC SLAB

AutoCAD SHX Text

AutoCAD SHX Text S2.0

AutoCAD SHX Text

WATERLINE

AutoCAD SHX Text

WHITE COATING

AutoCAD SHX Text

AutoCAD SHX Text S4.0

AutoCAD SHX Text

TYP

AutoCAD SHX Text

AutoCAD SHX Text S4.0

AutoCAD SHX Text 15'-7"

AutoCAD SHX Text

AutoCAD SHX Text 10"

AutoCAD SHX Text

6"%%C INLET/OUTLET

AutoCAD SHX Text

4"%%C DRAIN

AutoCAD SHX Text R

AutoCAD SHX Text

FIBERGLASS LADDER

AutoCAD SHX Text

W/ SAFETY CAGE, TYP

AutoCAD SHX Text R

AutoCAD SHX Text

BLACK COATING,

AutoCAD SHX Text

TYP AT COLS

AutoCAD SHX Text

BLACK COATING,

AutoCAD SHX Text

TYP AT SLAB

AutoCAD SHX Text

PERIMETER

AutoCAD SHX Text 8"±

AutoCAD SHX Text

AutoCAD SHX Text S2.0

AutoCAD SHX Text

SEE NOTE 1

AutoCAD SHX Text 15'-7"

AutoCAD SHX Text

AutoCAD SHX Text 10"

AutoCAD SHX Text

AutoCAD SHX Text S2.0

AutoCAD SHX Text

VENT

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text

RESERVOIR

AutoCAD SHX Text

AGGREGATE

AutoCAD SHX Text

EXPOSED

AutoCAD SHX Text

LADDER

AutoCAD SHX Text

AutoCAD SHX Text S2.0

AutoCAD SHX Text

AutoCAD SHX Text S2.0

AutoCAD SHX Text

EXPOSED AGGREGATE

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

PMIS NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

CORNER DAMAGE

AutoCAD SHX Text

DAMAGED COATING

AutoCAD SHX Text

HONEYCOMBING

AutoCAD SHX Text R

AutoCAD SHX Text

RUST

AutoCAD SHX Text V

AutoCAD SHX Text

VENT

AutoCAD SHX Text

POPOUT

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ABBR

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ABBR

AutoCAD SHX Text

MASTIC HEAVING

AutoCAD SHX Text C

AutoCAD SHX Text

CRACKED CONCRETE

AutoCAD SHX Text E

AutoCAD SHX Text

EFFLORESCENCE

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S2.0

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S2.0

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S2.0

AutoCAD SHX Text

1. WET OR DRY ABRASIVE BLAST ENTIRE INTERIOR SURFACE TO REMOVE EXISTING COATING

AutoCAD SHX Text

2. REFER TO DETAIL 3/S4.0 FOR TYPICAL COATING SYSTEM APPLICATION

AutoCAD SHX Text

1. SALVAGE AND REINSTALL LADDER AFTER COMPLETION OF INTERIOR COATING SYSTEM

AutoCAD SHX Text

2. FLOOR DRAIN PIPING & PIPING IN VAULT NOT SHOWN FOR CLARITY

AutoCAD SHX Text

3. FLOOR DRAIN PIPING & VAULT PIPING NOT SHOWN FOR CLARITY

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S2.0

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S2.0

AutoCAD SHX Text

3. SEE SPECIFICATIONS FOR REMOVAL OF RUST STAINING & PROTECTION OF EXPOSED STEEL ABOVE & BELOW THE WATER LINE

AutoCAD SHX Text

1. SEE PLUMBING FOR ADDITIONAL INFORMATION ON PIPING

AutoCAD SHX Text

4. WATER LEVEL ELEVATIONS ONLY REFLECT THE CONDITION ON THE DAY OF INSPECTION ON 8/15/2018

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S2.0

AutoCAD SHX Text

1. SEE PLUMBING FOR ADDITIONAL INFORMATION ON PIPING

AutoCAD SHX Text

1. SEE PLUMBING FOR ADDITIONAL INFORMATION ON PIPING

4. NEW COATING WILL OVERLAP FLOOR FROM WALLS & COLUMNS ONE FOOT

R R

E ABCD

MJB

PJB

CAD

7/22/2019

MT. RUSHMORE NATIONAL MEMORIAL

80064

238733S3.0 500k GAL RESERVOIR EXIST.

CONDITIONS AND REPAIRS

INTERIOR SURFACE CONDITION LEGEND

RESERVOIR FOUNDATION PLAN

BUILDING SECTION AT GRID 3

AutoCAD SHX Text B2

AutoCAD SHX Text A3

AutoCAD SHX Text B3

AutoCAD SHX Text C3

AutoCAD SHX Text A2

AutoCAD SHX Text B4

AutoCAD SHX Text B1

AutoCAD SHX Text C4

AutoCAD SHX Text B5

AutoCAD SHX Text C5

AutoCAD SHX Text C2

AutoCAD SHX Text D5

AutoCAD SHX Text C1

AutoCAD SHX Text E2

AutoCAD SHX Text E4

AutoCAD SHX Text D3

AutoCAD SHX Text D4

AutoCAD SHX Text D2

AutoCAD SHX Text D1

AutoCAD SHX Text E3

AutoCAD SHX Text

EXPOSED AGGREGATE IN

AutoCAD SHX Text

6"%%C FLOOR

AutoCAD SHX Text

6"%%C SUCTION

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

CONC FLOOR

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

BLACK EPOXY

AutoCAD SHX Text

COATING, TYP

AutoCAD SHX Text

AT COLS

AutoCAD SHX Text 4"±

AutoCAD SHX Text

BLACK EPOXY

AutoCAD SHX Text

COATING, TYP

AutoCAD SHX Text

AT SLAB PERI-

AutoCAD SHX Text

METER

AutoCAD SHX Text 6"±

AutoCAD SHX Text

HIGH CONCENTRATION OF

AutoCAD SHX Text

AutoCAD SHX Text S3.0

AutoCAD SHX Text

AutoCAD SHX Text 3.1

AutoCAD SHX Text

AutoCAD SHX Text 3.1

AutoCAD SHX Text

PATTERNED RUST

AutoCAD SHX Text

PATTERNED RUST

AutoCAD SHX Text

STAIN, TYP

AutoCAD SHX Text

3"%%C FILL LINE

AutoCAD SHX Text (1 1/2"%%P X 6"%%P)

AutoCAD SHX Text

VENT

AutoCAD SHX Text

STAIN, TYP

AutoCAD SHX Text (1 1/2"%%P X 6"%%P)

AutoCAD SHX Text

4"%%C OVERFLOW

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

CONC FORM

AutoCAD SHX Text

FIBERGLASS LADDER

AutoCAD SHX Text

W/ SAFETY CAGE, TYP

AutoCAD SHX Text

3" PIPE TEE

AutoCAD SHX Text

L2 X 2 BRACKET

AutoCAD SHX Text

PATTERNED RUST

AutoCAD SHX Text

STAIN, TYP

AutoCAD SHX Text (1 1/2"%%P X 6"%%P)

AutoCAD SHX Text

SEE NOTE 2

AutoCAD SHX Text

AutoCAD SHX Text S3.0

AutoCAD SHX Text

AutoCAD SHX Text 3.1

AutoCAD SHX Text

AutoCAD SHX Text 3.1

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"-18"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text

CHEMICAL RESIDUE/

AutoCAD SHX Text

LIMESCALE

AutoCAD SHX Text

VERY DENSE CHEMICAL

AutoCAD SHX Text

RESIDUE/LIMESCALE

AutoCAD SHX Text

DENSE CHEMICAL

AutoCAD SHX Text

RESIDUE/LIMESCALE

AutoCAD SHX Text

WATERLINE

AutoCAD SHX Text

WHITE COATING ON

AutoCAD SHX Text

CEILING

AutoCAD SHX Text

BLACK COATING

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

PMIS NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

CORNER DAMAGE

AutoCAD SHX Text

DAMAGED COATING

AutoCAD SHX Text

HONEYCOMBING

AutoCAD SHX Text R

AutoCAD SHX Text

RUST

AutoCAD SHX Text V

AutoCAD SHX Text

VENT

AutoCAD SHX Text

POPOUT

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ABBR

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ABBR

AutoCAD SHX Text

MASTIC HEAVING

AutoCAD SHX Text C

AutoCAD SHX Text

CRACKED CONCRETE

AutoCAD SHX Text E

AutoCAD SHX Text

EFFLORESCENCE

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S3.0

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S3.0

AutoCAD SHX Text

2. SALVAGE AND REINSTALL LADDER AFTER COMPLETION OF INTERIOR COATING SYSTEM.

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S3.0

AutoCAD SHX Text

1. RUST PATTERN ON CEILING IS TYPICAL TO ALL AREAS BETWEEN BEAMS AND WALLS.

AutoCAD SHX Text

3. PIPE VAULT ELEVATIONS CAN BE REFERENCED IN DETAILS 1/P3.0 & 2/P3.0

AutoCAD SHX Text

1. WET OR DRY ABRASIVE BLASTING ENTIRE INTERIOR SURFACE TO REMOVE EXISTING COATING OR LOOSE/FAILING CONCRETE.

AutoCAD SHX Text

2. REFER TO DETAIL 3/S4.0 FOR TYPICAL COATING SYSTEM APPLICATION.

AutoCAD SHX Text

4. SEE SPECIFICATIONS FOR REMOVAL OF RUST STAINING & PROTECTION OF EXPOSED STEEL ABOVE & BELOW THE WATER LINE

AutoCAD SHX Text

3. WATER LEVEL ELEVATIONS ONLY REFLECT THE CONDITION ON THE DAY OF INSPECTION ON 8/16/2018

AutoCAD SHX Text

4. FLOOR DRAIN AND PIPING NOT SHOWN FOR CLARITY

1. NEW COATING WILL BE APPLIED TO ENTIRE SURFACE AREA OF FLOOR

CAD

7/22/2019

MT. RUSHMORE NATIONAL MEMORIAL

80064

238733S3.1

500K RESERVOIR PIPING

VAULT SECTIONS AND PLANS

PIPING VAULT SECTION

LOWER VALVE VAULT PLAN

PIPING VAULT SECTION

UPPER VALVE VAULT PLAN

N N

RESERVOIR

AutoCAD SHX Text

RUST STAINS

AutoCAD SHX Text

FIBERGLASS

AutoCAD SHX Text

LADDER

AutoCAD SHX Text

PIPING VAULT

AutoCAD SHX Text C

AutoCAD SHX Text

CORRODED

AutoCAD SHX Text

HARDWARE,

AutoCAD SHX Text

TYP

AutoCAD SHX Text

AutoCAD SHX Text S3.1

AutoCAD SHX Text

AutoCAD SHX Text S3.1

AutoCAD SHX Text

LIGHT

AutoCAD SHX Text

RECEPTACLE AND

AutoCAD SHX Text

LIGHT SWITCH

AutoCAD SHX Text

FIBERGLASS

AutoCAD SHX Text

LADDER

AutoCAD SHX Text

RESERVOIR

AutoCAD SHX Text

PIPING VAULT

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text S3.1

AutoCAD SHX Text

AutoCAD SHX Text S3.1

AutoCAD SHX Text

FLR DRAIN

AutoCAD SHX Text

FIBERGLASS LADDER

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

PMIS NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

CORNER DAMAGE

AutoCAD SHX Text

DAMAGED COATING

AutoCAD SHX Text

HONEYCOMBING

AutoCAD SHX Text R

AutoCAD SHX Text

RUST

AutoCAD SHX Text V

AutoCAD SHX Text

VENT

AutoCAD SHX Text

POPOUT

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ABBR

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

ABBR

AutoCAD SHX Text

MASTIC HEAVING

AutoCAD SHX Text C

AutoCAD SHX Text

CRACKED CONCRETE

AutoCAD SHX Text E

AutoCAD SHX Text

EFFLORESCENCE

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S3.1

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S3.1

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S3.1

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S3.1

AutoCAD SHX Text

1. SEE PLUMBING FOR ADDITIONAL INFORMATION ON PIPING

AutoCAD SHX Text

1. SEE PLUMBING FOR ADDITIONAL INFORMATION ON PIPING

AutoCAD SHX Text

1. SEE PLUMBING FOR ADDITIONAL INFORMATION ON PIPING

CAD

7/22/2019

MT. RUSHMORE NATIONAL MEMORIAL

80064

238733S4.0

TYPICAL CONCRETE REPAIR

& COATING DETAILS

TYP CONSTRUCTION JOINT DETAIL

1/2" TO 3" DEPTH

TYP CONCRETE SURFACE REPAIR

TYP CRACK REPAIR DETAIL

TYP COATING DETAIL

HATCH MODIFICATION DETAIL

1/4" TO 1/2" DEPTH

TYP CONCRETE SURFACE REPAIR

AutoCAD SHX Text CRACKS LESS THAN " WIDTH. PREPARE AND 14" WIDTH. PREPARE AND INJECT W/ SIKADUR 35 HI-MOD LV OR APPROVED EQUAL PER MFR'S RECOMMEND INSTALLATION PROCEDURES.

AutoCAD SHX Text CRACKS GREATER THAN " WIDTH. PREPARE SURFACE 14" WIDTH. PREPARE SURFACE AND PATCH W/ INTERCRETE 4801 OR APPROVED EQUAL PER MFR'S RECOMMEND INSTALLATION PROCEDURES.

AutoCAD SHX Text

EXISTING CONCRETE VOID BEFORE REPAIR

AutoCAD SHX Text A

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text REMOVE LOOSE AND DAMAGED MAT'L TO EXPOSE SOUND CONCRETE. CLEAN SURFACE TO REMOVE ALL CONTAMINANTS WHICH WOULD INHIBIT BONDING OR CURING OF NEW CONCRETE

AutoCAD SHX Text

CONCRETE BONDING AGENT IF REQ'D BY MFR

AutoCAD SHX Text

EXISTING CONCRETE FACE. SAW CUT EDGES SQUARE. ROUGHEN SURFACE TO ICRI CSP5

AutoCAD SHX Text INTERCRETE 4820 OR APPROVED EQUAL INSTALL IN ACCORDANCE W/ MFR'S REQ'D INSTALLATION INSTRUCTIONS

AutoCAD SHX Text

1/2" MIN SAW CUT

AutoCAD SHX Text EXISTING REINF (UNVERIFIED) DO NOT DAMAGE OR REMOVE. CLEAN REINF IF EXPOSED AND TREAT WITH INTERCRETE 4871 OR APPROVED EQUAL PER MFR'S INSTALLATION INSTRUCTIONS

AutoCAD SHX Text BONDING AGENT - APPLICATION OF A BONDING AGENT MAY BE REQUIRED PRIOR TO THE APPLICATION OF GROUT OR MORTAR APPLICATION OF A BONDING AGENT MAY BE REQUIRED PRIOR TO THE APPLICATION OF GROUT OR MORTAR FOR CONCRETE REPAIRS AND THE NEW COATING SYSTEM BASED ON THE SELECTED REPAIR SYSTEM. CONSULT WITH ENGINEER AND MFR PRIOR TO PERFORMING CONCRETE REPAIRS. IF REQUIRED, APPLY PER MANUFACTURERS RECOMMENDATIONS. GROUT - ALL INTERIOR SURFACES SHALL BE WET OR DRY ABRASIVE BLASTED TO REMOVE EXISTING COATING. ONCE ALL INTERIOR SURFACES SHALL BE WET OR DRY ABRASIVE BLASTED TO REMOVE EXISTING COATING. ONCE ALL OF THE EXISTING COATING IS REMOVED, A THOROUGH INSPECTION OF CONCRETE INTERIOR MUST BE PERFORMED BY OWNER APPROVED INSPECTOR PRIOR TO PERFORMING CONCRETE REPAIRS. - CONTRACTOR SHALL FOLLOW ALL OF MFR'S RECOMMENDATIONS OF POT LIFE AND TEMPERATURE CONTRACTOR SHALL FOLLOW ALL OF MFR'S RECOMMENDATIONS OF POT LIFE AND TEMPERATURE REQUIREMENTS DURING MIXING AND PLACEMENT OF PRODUCT. - WATER USED IN MIXTURE SHALL BE POTABLE AND FREE OF OIL, GREASE, & DEBRIS. WATER USED IN MIXTURE SHALL BE POTABLE AND FREE OF OIL, GREASE, & DEBRIS. - FOLLOW THE MFR'S RECOMMENDATION FOR THE USE OF ADMIXTURES. FOLLOW THE MFR'S RECOMMENDATION FOR THE USE OF ADMIXTURES. - ITEMS EMBEDDED INTO THE GROUT SHALL BE FREE OF LOOSE DUST AND DEBRIS. ITEMS EMBEDDED INTO THE GROUT SHALL BE FREE OF LOOSE DUST AND DEBRIS. - SURFACES MUST BE CLEANED OF ALL OILS, GREASES, DIRT, WAX SOLUTIONS, AND OLD COATINGS. SURFACES MUST BE CLEANED OF ALL OILS, GREASES, DIRT, WAX SOLUTIONS, AND OLD COATINGS. - AT AREAS OF EXPOSED REINFORCEMENT, REMOVE CONCRETE AND CLEAN REBAR DOWN TO BARE METAL IN AT AREAS OF EXPOSED REINFORCEMENT, REMOVE CONCRETE AND CLEAN REBAR DOWN TO BARE METAL IN ACCORDANCE WITH MFR'S RECOMMENDATIONS. - REINFORCING STEEL SHALL PRIMED PRIOR TO PLACEMENT OF GROUT IN ACCORDANCE WITH MFR'S REINFORCING STEEL SHALL PRIMED PRIOR TO PLACEMENT OF GROUT IN ACCORDANCE WITH MFR'S RECOMMENDATIONS. COATINGS COAT ALL INTERIOR CONCRETE SURFACES AS NOTED ON DRAWINGS WITH MINIMUM: A. 25-250 MILS OF EPOXY FILLER OR CEMENTITIOUS WATERPROOF MORTAR. B. 4-10 MILS OF A TWO COMPONENT, HIGH-BUILD EPOXY LINER C. 50 MILS DFT OF POLYURETHANE OR ELSTAMERIC EURETHANE LINER - COATING DFT AND ORDER OF APPLICATION MAY VARY BASED ON ENGINEER APPROVED COATING SYSTEM. COATING DFT AND ORDER OF APPLICATION MAY VARY BASED ON ENGINEER APPROVED COATING SYSTEM. SEE DRAWING AND SPECIFICATIONS FOR COVERAGE LIMITS. - THE PROCEDURE FOR DETERMINING DRY FILM THICKNESS OF THE COATING SHALL MEET OR EXCEED THE THE PROCEDURE FOR DETERMINING DRY FILM THICKNESS OF THE COATING SHALL MEET OR EXCEED THE STANDARDS IN SSPC-PA 9: MEASUREMENT OF DRY FILM THICKNESS ON CONCRETE. - ALL SURFACES TO BE COATED SHALL BE WET OR DRY ABRASIVE BLASTED IN PREPARATION FOR ALL SURFACES TO BE COATED SHALL BE WET OR DRY ABRASIVE BLASTED IN PREPARATION FOR APPLICATION OF THE COATING IN ACCORDANCE WITH SSPC-SP13. BLASTING SHALL BE TO A COMMERCIAL BLAST AS DEFINED BY ICRI CSP 5. SURFACE PROFILE SHALL MEET OR EXCEED THE SPECIFICATIONS AND MFR'S RECOMMENDATIONS. - ALL SURFACES TO BE COATED MUST BE COMPLETELY DRY, FREE OF MOISTURE, SOIL, DUST, AND GRIT AT ALL SURFACES TO BE COATED MUST BE COMPLETELY DRY, FREE OF MOISTURE, SOIL, DUST, AND GRIT AT THE TIME THE COATING IS APPLIED. - WHERE FASTENERS ARE TO BE INSTALLED AFTER APPLICATION OF COATING, EQUIVALENT REPAIR COATING WHERE FASTENERS ARE TO BE INSTALLED AFTER APPLICATION OF COATING, EQUIVALENT REPAIR COATING SHALL BE FIELD APPLIED. ALL DAMAGED AREAS MUST BE CLEANED AND PREPARED IN ACCORDANCE WITH MFR'S RECOMMENDATIONS. - ALL COATING PRODUCTS SHALL CONFORM TO THE SPECIFICATIONS AND RECOMMENDED MANUFACTURER ALL COATING PRODUCTS SHALL CONFORM TO THE SPECIFICATIONS AND RECOMMENDED MANUFACTURER SPECIFICATIONS. COATINGS SHALL BE APPROVED FOR USE IN POTABLE WATER SYSTEMS AND NSF/ANSI 61 CERTIFIED. APPROVED PRODUCTS INCLUDE THE FOLLOWING: A. SERIES 406 ELASTOSHIELD SYSTEM, TNEMEC, 14927 INDUSTRIAL RD., OMAHA, NE 68144. CONTACT: KEN EFFERDING, TEL. 402-333-1511, EMAIL KEFFERDING@SGACOATING.COM. B. POLYCOTE 115 SYSTEM, SHERWIN-WILLIAMS COMPANY, SHERWIN WILLIAMS, 4767 MILLER TRUNK HWY, HERMANTOWN, MN 55811 CONTACT: ERIC ZIMMERMAN, TEL. (360) 605-9734, EMAIL ERIC.A.ZIMMERMAN@SHERWIN.COM. C. POLIBRID 705E SYSTEM, KELLY INDUSTRIAL COATINGS, 803 CORPORATE CT. WAUKESHA, WI 53189. CONTACT: DAVE CORNETTE, TEL. (800) 652-8918, EMAIL DAVE.C@KELLYCOATINGS.COM. - A DIFFERENT PRODUCT OF EQUAL OR BETTER QUALITY MAY BE SUBSTITUTED BY THE CONTRACTOR WITH A DIFFERENT PRODUCT OF EQUAL OR BETTER QUALITY MAY BE SUBSTITUTED BY THE CONTRACTOR WITH THE APPROVAL OF THE ENGINEER. ALTERNATIVE COATING SYSTEM MUST BE NSF/ANSI 61 CERTIFIED FOR POTABLE WATER. - ALL SURFACES MUST BE COATED AS SHOWN ON DRAWINGS OR PER APPROVED MFR'S RECOMMENDATIONS. ALL SURFACES MUST BE COATED AS SHOWN ON DRAWINGS OR PER APPROVED MFR'S RECOMMENDATIONS. - SURFACE TO BE COATED AND COATING ADHESION SHALL BE TESTED ACCORDING TO THE TESTING NOTES, MFR'S RECOMMENDATIONS, AND PROJECT SPECIFICATIONS. - SEE SPECIFICATION FOR COATING OF EXPOSED STEEL AND DRAINS ABOVE AND BELOW THE WATER LINE

AutoCAD SHX Text CONCRETE - ALL TOPSIDE CONCRETE MATERIALS TO BE DESIGNED, MIXED AND PLACED IN ACCORDANCE WITH THE STANDARDS AND RECOMMENDATIONS OF THE LATEST ACI-318 CODE FOR REINFORCED CONCRETE. - CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI. - CONCRETE SLUMP SHALL BE 4" ± 1" WITH ALLOWANCE TO USE SUPERPLASTICIZING ADMIXTURE TO INCREASE UP TO 8" IF DESIRED. - ENTRAINED AIR SHALL BE 6% ± 1.5% (MEASURED AT TRUCK DISCHARGE.)- CONCRETE SHALL BE DESIGNED TO A MINIMUM WATER-CEMENTITIOUS MATERIAL RATIO TO LIMIT SHRINKAGE AND PRODUCE MAXIMUM DURABILITY. MAXIMUM WATER-CEMENTITIOUS RATIO SHALL BE 0.40. - CEMENT USED SHALL BE PORTLAND CEMENT MEETING THE REQUIREMENTS OF ASTM C150, TYPE ll. - ALL AGGREGATES SHALL CONFORM TO ASTM C33. - ALL COARSE AGGREGATE SHALL BE " MAXIMUM. 38" MAXIMUM. - ALL FLY ASH INCLUDED IN THE CONCRETE SHALL BE TYPE F MEETING THE REQUIREMENTS OF ASTM C618. - ALL SLAG CEMENT INCLUDED IN THE CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C989. - ALL SILICA FUME INCLUDED IN THE CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C1240. - WATER USED TO BE POTABLE AND FREE OF DEBRIS, OIL, AND OTHER DELETERIOUS SUBSTANCES AND MEET THE REQUIREMENTS OF ASTM C1602. - CONCRETE PLACED SHALL BE THOROUGHLY CONSOLIDATED DURING PLACEMENT BY VIBRATING. - FOLLOW ACI 305 AND ACI 306 FOR HOT AND COLD WEATHER CONSTRUCTION WHEN APPLICABLE. - ALL FORMING SHALL BE TRUE AND STRAIGHT IN ACCORDANCE WITH ACI STANDARDS. - ALL HORIZONTAL CONCRETE SURFACES SHALL HAVE A BROOM FINISH. ALL OTHER SURFACES SHALL HAVE A SMOOTH FORM FINISH. - SUFFICIENT CURING SHALL BE PROVIDED FOR CONCRETE. - ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED " BY " UNLESS SHOWN OTHERWISE. 34" BY " UNLESS SHOWN OTHERWISE. 34" UNLESS SHOWN OTHERWISE. - AREAS OF EFFLORESCENSE SHALL BE CLEARED. THE AFFECTED CONCRETE SURFACE SHALL BE WET OR DRY ABRASIVE BLASTED TO ICRI CSP5 AND REPAIRED IN ACCORDANCE WITH 6/S4.0

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CONCRETE SLAB

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EXISTING WATERSTOP

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INSTALL BACKER ROD

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12" MIN SAW CUT TYP

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CONCRETE WALL TYP

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EXISTING CONSTRUCTION JOINT

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POLYMER MODIFIED HIGH STRENGTH CEMENTITIOUS REPAIR GROUT

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POLYURETHANE OR ELASTOMETRIC URETHANE

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TWO COMPONENT HIGH-BUILD EPOXY FOR CONCRETE

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POLYMER MODIFIED FIBER REINFORCED CEMENTITIOUS WATERPROOFING MORTAR

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GEOTEXTILE FABRIC OR BOND BREAKER TAPE

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POLYMER MODIFIED FIBER REINFORCED CEMENTITIOUS WATERPROOFING GROUT

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TWO COMPONENT HIGH-STRENGTH EPOXY FOR CONCRETE

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POLYURETHANE OR ELASTOMERIC URETHANE

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CONCRETE SURFACE

AutoCAD SHX Text REMOVE TOP 9" OF CONCRETE, PRESERVE EXISTING VERTICAL REINF, USE EPOXY BONDING AGENT, CAST NEW

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PROVIDE 1" MIN DIA PVC DRAIN

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#4 REBAR @ 12" CTRS

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PERIMETER CHAMFER

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EXISTING ACCESS HATCH OPENING

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NEW #4 HOOP BAR

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SALVAGE AND REINSTALL SECURITY BARS

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NEW ALUMINUM ACCESS HATCH BILCO J-AL OR APPROVED EQUAL

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EXISTING CONCRETE VOID BEFORE REPAIR

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SECTION A-A

AutoCAD SHX Text REMOVE LOOSE AND DAMAGED MAT'L TO EXPOSE SOUND CONCRETE. CLEAN SURFACE TO REMOVE ALL CONTAMINANTS WHICH WOULD INHIBIT BONDING OR CURING OF NEW CONCRETE. ADD BONDING AGENT IF REQUIRED BY MFR

AutoCAD SHX Text INTERCRETE 4820 OR APPROVED EQUAL. INSTALL IN ACCORDANCE W/ MFR'S REQ'D INSTALLATION INSTRUCTIONS

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1/2" MAX

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FEATHER NEW MATERIAL FLUSH WITH EXISTING CONCRETE SURFACE

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DATE:

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TECH. REVIEW:

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SUB SHEET NO.

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TITLE OF SHEET

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PMIS NO.

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DRAWING NO.

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SHEET

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DRAWN BY:

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DESIGNED:

AutoCAD SHX Text 1-1/2" = 1'-0"

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1. A 30-40 MIL BASECOAT MUST BE APPLIED AT CONSTRUCTION JOINT PRIOR TO INSTALLATION OF GEOTEXTILE FABRIC OR BOND BREAKER TAPE.

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2. BACKER ROD TO BE APPLIED TO EXPANSION JOINT IF MORE THAN 1/2" OF EXISTING MATERIAL IS MISSING.

AutoCAD SHX Text 1" = 1'-0"

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AutoCAD SHX Text 1" = 1'-0"

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AutoCAD SHX Text 1-1/2" = 1'-0"

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1. NEW COATING SYSTEM IS TO BE APPLIED TO WALLS, COLUMNS, BEAMS, FLOOR AND OVERHEAD.

AutoCAD SHX Text 1" = 1'-0"

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1. EXISTING STEEL HATCH TO BE REMOVED

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2. ACCESS LADDER NOT SHOWN

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2. SEQUENCE AND TYPE OF MATERIAL MAY VARY BASED ON MANUFACTURER'S RECOMMENDATIONS OF APPROVED COATING SYSTEM.

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3. TOP OF HATCH MUST BE A MINIMUM OF 6" ABOVE GRADE

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4. HATCH MODIFICATION IS TO BE PERFORMED ON EACH ACCESS HATCH

AutoCAD SHX Text FOR THE 75k AND 125k RESERVOIRS AND VALVE VAULT LOCATIONS

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1. TYPICAL REPAIRS FOR CORNER DAMAGE, EXPOSED AGGREGATE AND POPOUTS GREATER THAN 1/2"

AutoCAD SHX Text 1" = 1'-0"

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1. TYPICAL REPAIRS FOR CORNER DAMAGE, EXPOSED AGGREGATE AND POPOUTS

AutoCAD SHX Text ALL SURFACE DEFECTS IN CONCRETE INSIDE VALVE VAULTS AND RESERVOIRS GREATER THAN 1/4" TO BE

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NOTE:

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REPAIRED BY CONTRACTOR AS OUTLINED IN DETAIL 2/S4.0 AND 6/S4.0

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2. REFER TO MFR RECOMMENDATIONS FOR REPAIRS GREATER THAN 3 INCHES

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5. SALVAGE AND REINSTALL SECURITY BAR ON TOP OF EACH HATCH

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3. COATING WILL OVERLAP THE FLOOR FROM THE WALLS & COLUMNS ONE FOOT IN THE 75k AND 125k RESERVOIRS. THE ENTIRE FLOOR IN THE 500k

RESERVOIR IS TO BE COATED.

50'-0"

ADM

CAD

7/22/2019

MT. RUSHMORE NATIONAL MEMORIAL

80064

238733P1.0

75K GAL RESERVOIR

PIPING AND VAULT REPAIR

RESERVOIR PLAN

VALVE VAULT DETAIL

GENERAL NOTES:

FLOOR DRAIN

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4"%%C FLARE TO FLANGE OVERFLOW

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FLOOR DRAIN

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W/ 4"%%C PIPE

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ROOF VENT (RECOAT)

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ROOF VENT (RECOAT)

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6"%%C INFLOW/OUTFLOW (REPLACE)

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6"%%C INFLOW/OUTFLOW (RECOAT)

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4"%%C DRAIN

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4"%%C OVERFLOW (RECOAT)

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6"%%C GATE VALVE (REPLACE)

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4" FLANGED ELBOW (REPLACE)

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4"%%C GATE VALVE (REPLACE)

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4"%%C FLANGED TEE (REPLACE)

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6"%%C FLANGED ELBOW (REPLACE)

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4"%%C DRAIN (RECOAT)

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6"%%C INFLOW/OUTFLOW

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4"%%C FLARE TO FLANGE

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6"%%C DIP (REPLACE)

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4"%%C GATE VALVE (REPLACE)

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6"%%C FLANGED ELBOW (REPLACE)

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OVERFLOW (REPLACE)

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(RECOAT)

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6"%%C GATE VALVE (REPLACE)

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4X4X4 TEE (REPLACE)

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RESERVOIR

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INSTALL NEW FIBERGLASS

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LADDER

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4"%%C DRAIN

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4"%%C DIP OVERFLOW

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(RECOAT)

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INSTALL NEW FALL

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PROTECTION ANCHOR

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ABOVE LADDER

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DATE:

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TECH. REVIEW:

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SUB SHEET NO.

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TITLE OF SHEET

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PMIS NO.

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DRAWING NO.

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SHEET

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DRAWN BY:

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DESIGNED:

AutoCAD SHX Text 1/4" = 1'-0"

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AutoCAD SHX Text 1/2" = 1'-0"

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1. SHADED PIPING TO REMAIN. SHADED PIPING TO REMAIN. 2. EXPOSED PIPING NOT BEING REPLACED TO BE RECOATED PER SPEC. EXPOSED PIPING NOT BEING REPLACED TO BE RECOATED PER SPEC. 3. EXTERIOR ROOF VENTS TO BE RECOATED PER SPEC. EXTERIOR ROOF VENTS TO BE RECOATED PER SPEC. 4. CONTRACTOR TO VERIFY ALL QUANTITIES AND SIZES. CONTRACTOR TO VERIFY ALL QUANTITIES AND SIZES. 5. CONTRACTOR RESPONSIBLE FOR DESIGN AND INSTALLATION OF PROPER PIPE SUPPORTS. CONTRACTOR RESPONSIBLE FOR DESIGN AND INSTALLATION OF PROPER PIPE SUPPORTS. 6. CONTRACTOR TO SUPPLY AND INSTALL NEW GASKETS AND BOLTS FOR ALL FLANGED CONNECTION.CONTRACTOR TO SUPPLY AND INSTALL NEW GASKETS AND BOLTS FOR ALL FLANGED CONNECTION.

AutoCAD SHX Text 3/8" = 1'-0"

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AutoCAD SHX Text P1.0

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1. REMOVE, CLEAN, RECOAT, AND REINSTALL FLOOR DRAIN GRATES IN TANK. REMOVE, CLEAN, RECOAT, AND REINSTALL FLOOR DRAIN GRATES IN TANK. 2. RECOAT EXTERIOR ROOF VENTS.RECOAT EXTERIOR ROOF VENTS.

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DAMAGED COATING

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RUST

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DESCRIPTION

ABBR

ADM

CAD

7/22/2019

MT. RUSHMORE NATIONAL MEMORIAL

80064

238733P2.0

125K GAL RESERVOIR

PIPING AND VAULT REPAIR

RESERVOIR PLAN

VALVE VAULT LOWER SECTION PLAN

VALVE VAULT UPPER SECTION PLAN

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4"%%C DIP DRAIN

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6"%%C DIP INLET/

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OUTLET (RECOAT)

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4X4X4 TEE AND

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4" OVERFLOW (REPLACE)

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(REPLACE)

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ELECTRICAL BOX

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4" FLANGED SPOOL

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6" GATE VALVE

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(RECOAT)

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4" GATE VALVE

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(REPLACE)

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(REPLACE)

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RESERVOIR

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FLOW

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4" OVER-

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4"%%C OVERFLOW PIPE

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LADDER

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1 1/2" ALUM GRATING

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LADDER

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4"%%C DRAIN PIPE

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BEHIND 6"%%C INLET/

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6"%%C INLET/OUTLET

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OUTLET PIPE (RECOAT)

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PIPE (RECOAT)

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FLOOR DRAIN

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INSTALL NEW FALL

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PROTECTION ANCHOR

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ABOVE LADDER

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INSTALL NEW FALL

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PROTECTION ANCHOR

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ABOVE LADDER

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(REPLACE)

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6"%%C INLET/OUTLET

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4"%%C DRAIN

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ROOF VENT

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(RECOAT)

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4"%%C OVERFLOW

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PIPE (REPLACE)

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4"%%C OVERFLOW (REPLACE)

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DATE:

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TECH. REVIEW:

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SUB SHEET NO.

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TITLE OF SHEET

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PMIS NO.

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DRAWING NO.

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SHEET

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DRAWN BY:

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DESIGNED:

AutoCAD SHX Text 1/4" = 1'-0"

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AutoCAD SHX Text 1/4" = 1'-0"

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AutoCAD SHX Text P2.0

AutoCAD SHX Text 1/2" = 1'-0"

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AutoCAD SHX Text P2.0

AutoCAD SHX Text 1/2" = 1'-0"

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1. REMOVE, CLEAN, RECOAT, AND REINSTALL FLOOR DRAIN GRATES IN TANK. REMOVE, CLEAN, RECOAT, AND REINSTALL FLOOR DRAIN GRATES IN TANK. 2. RECOAT EXTERIOR ROOF VENTS.RECOAT EXTERIOR ROOF VENTS.

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DAMAGED COATING

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RUST

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DESCRIPTION

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ABBR

CAD

7/22/2019

MT. RUSHMORE NATIONAL MEMORIAL

80064

238733P3.0

500K GAL RESERVOIR

PIPING AND VAULT REPAIR

RESERVOIR PLAN

UPPER VALVE VAULT PLAN

LOWER VALVE VAULT PLAN

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6"%%C FLOOR DRAIN

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6"%%C DIP

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(REPLACE)

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4"%%C OVERFLOW PIPE (RECOAT)

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3" PIPE TEE

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L2 X 2 BRACKET

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AutoCAD SHX Text P3.0

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ROOF VENT (RECOAT)

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3" PVC (REPLACE)

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(RECOAT)

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2"%%C PVC, ABANDONED, REMOVE

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3"%%C PVC, RUNNING

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LENGTH OF TANK

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4"%%C PVC FILL (REPLACE)

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3%%C PVC BALL VALVE (REPLACE)

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3%%C UNION (REPLACE)

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3%%C CHECK VALVE (REPLACE)

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6X6X4 TEE (REPLACE)

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6"%%C GATE VALVE (REPLACE)

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6"%%C DIP (REPLACE)

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RESERVOIR

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RUST STAINS

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AND PLUG

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INSTALL NEW FALL

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PROTECTION ANCHOR

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ABOVE LADDER

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(REPLACE)

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4"%%C DIP OVERFLOW

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4"%%C DIP (REPLACE)

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PIPE CLAMP W/ ANCHOR

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RODS EPOXY ANCHORED

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INTO RESERVOIR ROOF TO

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SUPPORT OVERFLOW PIPE

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6"%%C DIP OVERFLOW

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4%%C MECHANICAL JOINT TO

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MECHANICAL JOINT COUPLING

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6"%%C KNIFE GATE VALVE (REPLACE)

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6X6X6 TEE W/1" BALL VALVE

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ON BLIND FLANGE (REPLACE)

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1-1/2" PVC UNION (REPLACE)

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6"%%C GATE VALVE (REPLACE)

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1-1/2" CHECK VALVE (REPLACE)

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1-1/2" BALL VALVE (REPLACE)

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1-1/2" UNION (REPLACE)

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1" BALL VALVE (REPLACE)

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RESERVOIR

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(REPLACE)

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(RECOAT)

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(REPLACE)

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INSTALL NEW FALL

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PROTECTION ANCHOR

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ABOVE LADDER

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6%%C MECHANICAL JOINT TO

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MECHANICAL JOINT COUPLING

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6"%%C FLANGED SPOOL W/1"%%C

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WELDOLET FOR SUMP PUMP

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6"%%C GATE VALVE (REPLACE)

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6"%%C KNIFE GATE VALVE (REPLACE)

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6X6X6 TEE W/1" BALL VALVE

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ON BLIND FLANGE (REPLACE)

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6X6X4 TEE (REPLACE)

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6"%%C GATE VALVE (REPLACE)

AutoCAD SHX Text

4"%%C BALL VALVE (REPLACE)

AutoCAD SHX Text

6"X4" REDUCER (REPLACE)

AutoCAD SHX Text

6%%C MECHANICAL JOINT TO

AutoCAD SHX Text

FLANGE COUPLING (REPLACE)

AutoCAD SHX Text

4"%%C FLOW METER

AutoCAD SHX Text

REUSE EXISTING

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3%%C PVC (REPLACE)

AutoCAD SHX Text

(REPLACE)

AutoCAD SHX Text

(REPLACE)

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2"%%C PVC, ABANDONED, REMOVE

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4"%%C PVC FILL

AutoCAD SHX Text

2"%%C PVC, ABANDONED, REMOVE

AutoCAD SHX Text

4"%%C DIP (REPLACE)

AutoCAD SHX Text

PIPE CLAMP W/ ANCHOR

AutoCAD SHX Text

RODS EPOXY ANCHORED

AutoCAD SHX Text

INTO RESERVOIR ROOF TO

AutoCAD SHX Text

SUPPORT OVERFLOW PIPE

AutoCAD SHX Text

6"%%C DIP OVERFLOW

AutoCAD SHX Text

4"%%C PVC (REPLACE)

AutoCAD SHX Text

4%%C MECHANICAL JOINT TO

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MECHANICAL JOINT COUPLING

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AND PLUG

AutoCAD SHX Text

AND PLUG

AutoCAD SHX Text

(REPLACE)

AutoCAD SHX Text

3"%%C PVC, RUNNING

AutoCAD SHX Text

LENGTH OF TANK

AutoCAD SHX Text

(REPLACE)

AutoCAD SHX Text

4"%%C DIP (RECOAT)

AutoCAD SHX Text

(REPLACE)

AutoCAD SHX Text

DATE:

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TECH. REVIEW:

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SUB SHEET NO.

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TITLE OF SHEET

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PMIS NO.

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DRAWING NO.

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SHEET

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DRAWN BY:

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DESIGNED:

AutoCAD SHX Text 3/32" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text P3.0

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S3.0

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S3.0

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text P3.0

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text S3.0

AutoCAD SHX Text

DAMAGED COATING

AutoCAD SHX Text R

AutoCAD SHX Text

RUST

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DESCRIPTION

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ABBR

AutoCAD SHX Text

1. RECOAT EXTERIOR ROOF VENTS.RECOAT EXTERIOR ROOF VENTS.

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

JCB

JCB/KJS

MTB

07/22/2019

MT. RUSHMORE NATIONAL MEMORIAL

80064

238733E1.1 SITE PLAN ELECTRICAL

7/22/19

COVER SHEET

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S1.0

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S2.0

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S3.0

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S3.1

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S4.0

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P10

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P20

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P30

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07310001-7-E101

Sheets and Views

File details come from the government source that posted it. Updated Mar 30, 2021.