B08_Solicitation_Attach_2_Drawings_.pdf

PDF 15 MB Posted Jun 13, 2025

Attached to: MORU PARKING GARAGES REPAIRS Phase 1 Federal contract opportunity
Solicitation number: 140P6325B0009
Issued by: Department of the Interior National Park Service Midwest Region

About this file

Written by GovTribe AI · Jun 13, 2025

This document is a comprehensive set of architectural and structural engineering drawings for concrete and waterproofing repairs at the Lincoln and Washington Parking Structures at Mount Rushmore National Memorial. The project, numbered 140P2022D0022, involves extensive repair work across multiple levels of the parking garages, including concrete repair, post-tensioning duct grout inspection, crack repairs, joint sealant replacements, and traffic coating applications.

The repair work is divided into four primary phases: Phase 1A involves partial-depth concrete slab repairs, traffic coating replacements, and joint sealant removals; Phase 1B focuses on additional crack and traffic coating repairs; Phase 2 addresses wall joint sealant replacements; Phase 3A includes silane sealer applications on various levels; and Phase 4 involves post-tensioning duct grout inspection and repair. The project will utilize specialized techniques such as epoxy injection grouting, concrete surface preparation, and targeted repair strategies. The drawings, prepared by Wiss, Janney, Elstner Associates, Inc., provide detailed technical specifications and visual guidance for contractors, with specific attention to preserving the structural integrity of the parking structures.

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Other files for this federal contract opportunity

Other files attached to MORU PARKING GARAGES REPAIRS Phase 1, newest first.
File	Type	Posted
B08_Solicitation_Attach_3_Limitations_on_Subcontracting_Report.xlsx	XLSX spreadsheet	Jun 13, 2025
B08_Solicitation_Attach_4_Wage_Determination.pdf	PDF	Jun 13, 2025
B08_Solicitation_Attach_1_Specifications.docx	DOCX document	Jun 13, 2025
Sol_140P6325B0009.pdf	PDF	Jun 13, 2025

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7/ 3/

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SheetMark REVISION Date Initial QUALITY DESIGN CERTIFICATION

Development (Title I) Prepared in Accordance with Design by Design Development (Title I) Construction Drawing Not Preceded

Approved by Superintendent on Variance from Design Development (Title I)

Project Manager

Drawing No.

Date

A/E FIRM

PRIME/ARCHITECTURAL/STRUCTURAL:

WISS, JANNEY, ELSTNER ASSOCIATES, INC.

NORTHBROOK, IL

A/E CONTRACT NUMBER: 140P2022D0022

BASIC DATA:

STATE

NATIONAL PARK SERVICE

DENVER SERVICE CENTER REGION COUNTY

DEPARTMENT OF THE INTERIOR

UNITED STATES LOCATION WITHIN PARK

NAME OF PARK

TITLE OF PROJECT DRAWING NO.

PMIS/PKG NO.

SHEET

CONCRETE AND WATERPROOFING REPAIRS

LINCOLN AND WASHINGTON PARKING STRUCTURES

PENNINGTON SOUTH DAKOTA

140P2022D0022

MORU 328922

MOUNT RUSHMORE NATIONAL MEMORIAL

MIDWEST

SOUTHWESTERN

SOUTH DAKOTA

80072

328922

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HOUSING

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AREA

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KEYSTONE

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MOUNT RUSHMORE

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SCULPTURES

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AMPHITHEATER

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WATER RESERVOIR

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CONCESSION BUILDING

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ENERGY CENTER

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DORMITORY

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INTERPRETIVE CENTER

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MAINTENANCE BUILDING

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SCULPTOR'S STUDIO & RESIDENCE

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OLD BALDY

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MOUNTAIN

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WATER PUMPING

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& STORAGE AREA

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VISITOR AREA LEGEND

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SWITCHBACK

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(INACTIVE)

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SEWAGE

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TREATMENT

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AREA

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& HAYWARD

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HQ.

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ARGYLE

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PRINGLE

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HERMOSA

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HAYWARD

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KEYSTONE

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HILL

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CITY

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CUSTER

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CUSTER

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STATE

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PARK

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WIND CAVE

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NATIONAL

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PARK

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JEWEL

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CAVE

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RAPID

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CITY

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BLACK

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HAWK

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NEMO

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PACTOLA

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RESERVOIR

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DEERFIELD

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RESERVOIR

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SHERIDAN

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LAKE

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MOUNT RUSHMORE

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NATIONAL MEMORIAL

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SCALE OF MILES

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MOUNT RUSHMORE NATIONAL MEMORIAL

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THIS PROJECT

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DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

DRAWING INDEX, SYMBOLS

& NOTES

80072

2 28

MSM

JAW

BEP

Value MOUNT RUSHMORE NATIONAL MEMORIAL

328922G001

1. SEE SPECIFICATIONS FOR COMPLETE REQUIREMENTS, INCLUDING MATERIAL

REQUIREMENTS.

2. DRAWINGS AND ASSOCIATED SPECIFICATIONS APPLY ONLY TO THE SPECIFIC

PROJECT IDENTIFIED IN TITLE BLOCK AND SHALL NOT BE USED FOR ANY

OTHER PURPOSE WITHOUT SPECIFIC WRITTEN CONSENT OF ENGINEER AND

OWNER. ANY UNAUTHORIZED USE OF ENGINEER'S WORK PRODUCT SHALL BE

AT USER'S SOLE RISK AND USER SHALL INDEMNIFY ENGINEER AGAINST ANY

LIABILITY OR LEGAL EXPOSURE RELATED TO THE UNAUTHORIZED USE.

3. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY, ARE TO BE TAKEN AS

A WHOLE, AND SHOULD INCLUDE SUFFICIENT INFORMATION NECESSARY FOR

THE EXECUTION AND COMPLETION OF THE WORK IN A MANNER CONSISTENT

WITH THE DESIGN INTENT. IN THE ABSENCE OF EXPLICIT OR REASONABLY

INFERABLE INFORMATION ON DRAWINGS OR IN SPECIFICATIONS, PROMPTLY

SEEK CLARIFICATION FROM ENGINEER AS A REQUEST FOR INFORMATION.

4. THESE DRAWINGS UTILIZE COLOR TO HELP DIFFERENTIATE REPAIR TYPES AND

SOME WATERPROOFING LAYERS. PRINTED VERSIONS OF DRAWINGS LACKING

COLOR SHALL NOT BE USED.

5. SPECIFIED PRODUCTS ARE BELIEVED TO HAVE PROPERTIES ADEQUATE FOR

THE INTENDED PURPOSE. IF CONTRACTOR HAS PREVIOUSLY FOUND

SPECIFIED PRODUCTS TO BE UNACCEPTABLE FOR ANY REASON, CONTRACTOR

SHALL PROMPTLY INFORM CONTRACTING OFFICER AS A REQUEST FOR

SUBSTITUTION.

6. CONTRACTOR SHALL PROMPTLY REPORT TO CONTRACTING OFFICER AS A

REQUEST FOR INFORMATION KNOWN OR SUSPECTED ERRORS,

INCONSISTENCIES, OR OMISSIONS WITHIN OR BETWEEN DRAWINGS AND

SPECIFICATIONS AS WELL AS KNOWN OR SUSPECTED VARIANCE OF DRAWINGS

AND SPECIFICATIONS FROM EXISTING CONDITIONS. FOR BIDDING PURPOSES

ONLY AND UNLESS OTHERWISE DIRECTED BY ENGINEER, THE MORE

STRINGENT REQUIREMENT OR BETTER QUALITY SHALL TAKE PRECEDENCE.

ORIGINAL CONSTRUCTION AND POST-TENSIONING SHOP DRAWINGS ARE

AVAILABLE FOR CONTRACTOR'S REVIEW UPON REQUEST.

7. DIMENSIONS, QUANTITIES, AND GEOMETRIES PROVIDED FOR EXISTING

CONSTRUCTION ARE BASED ON ORIGINAL DRAWINGS AND LIMITED FIELD

DOCUMENTATION BY ENGINEER. CONTRACTOR SHALL FIELD VERIFY

APPLICABLE INFORMATION PRIOR TO SUBMITTING A BID, ORDERING

MATERIALS, OR OTHERWISE COMMITTING RESOURCES TO THE WORK.

PROVIDED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.

8. CONTRACTOR SHALL PROVIDE LABOR, MATERIALS, EQUIPMENT, SUPERVISION,

AND COORDINATION DIRECTLY AND INCIDENTALLY NECESSARY TO PERFORM

THE WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS.

a. THE CONTRACTOR AND HIS RESPECTIVE SUBCONTRACTORS SHALL EACH

HAVE FIVE OR MORE YEARS EXPERIENCE PERFORMING REPAIR WORK

SIMILAR IN SIZE, TYPE, AND COMPLEXITY TO WHAT IS SHOWN IN THE

CONTRACT DOCUMENTS.

b. ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG EMPLOYEES. DO

NOT EMPLOY UNFIT PERSONS OR PERSONS NOT SKILLED IN THE

ASSIGNED TASK.

9. ACTIVITIES OR DUTIES OF ENGINEER OR CONTRACTING OFFICER OR TESTS,

INSPECTIONS, OR APPROVALS REQUIRED OR PERFORMED BY THIRD PARTIES

SHALL NOT RELIEVE CONTRACTOR OF ITS OBLIGATION TO PERFORM THE

WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS.

10. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, LICENSES,

AND INSPECTIONS BY GOVERNMENT AGENCIES NECESSARY FOR PROPER

AND COMPLIANT EXECUTION AND COMPLETION OF THE WORK. THE

GOVERNING EDITION OF ALL CODES AND STANDARDS SHALL APPLY. THE

CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH THE

APPLICABLE REQUIREMENTS OF THE GOVERNING EDITION OF THE

WILLIAMS-STEIGER OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA).

11. CONTRACTOR SHALL COMPLY WITH AND GIVE NOTICES REQUIRED BY LAWS,

STATUTES, ORDINANCES, CODES, RULES AND REGULATIONS, AND LAWFUL

ORDERS OF AUTHORITIES HAVING JURISDICTION APPLICABLE TO THE WORK.

12. CONTRACTOR SHALL SUPPLY CONTRACTING OFFICER WITH SAFETY DATA

SHEETS (SDS) FOR EACH CHEMICAL THAT WILL BE BROUGHT ONTO THE SITE

AND SHALL COMPLY WITH THE REQUIREMENTS OF THE OSHA HAZARD

COMMUNICATION STANDARD.

13. CONTRACTOR IS SOLELY RESPONSIBLE FOR, AND SHALL HAVE SOLE

CONTROL OVER, CONSTRUCTION MEANS, METHODS, TECHNIQUES,

SEQUENCES, AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF

THE WORK. ENGINEER AND CONTRACTING OFFICER HAVE NO SUCH

RESPONSIBILITIES. SPECIFIC INSTRUCTION THAT MAY BE GIVEN IN

CONTRACT DOCUMENTS CONCERNING CONSTRUCTION MEANS, METHODS,

TECHNIQUES, SEQUENCES, OR PROCEDURES SHALL NOT RELIEVE

CONTRACTOR OF ITS RESPONSIBILITY FOR CONTROL AND COORDINATION.

14. CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING, AND

SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION

WITH THE PERFORMANCE OF THE WORK. ENGINEER AND CONTRACTING

OFFICER HAVE NO SUCH RESPONSIBILITIES BEYOND ITS OWN EMPLOYEES.

15. THE WORK WILL BE PERFORMED AT AN OCCUPIED AND OPERATIONAL

FACILITY. CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES

AND PROCEDURES WITH CONTRACTING OFFICER TO (A) MAINTAIN

UNOBSTRUCTED EXISTING MEANS OF EGRESS FROM FACILITY; (B) COMPLY

WITH FACILITY'S EXISTING SECURITY PROCEDURES AND REQUIREMENTS;

AND (C) PROVIDE NOT LESS THAN 48 HOURS ADVANCE NOTICE AND GAIN

APPROVAL FROM CONTRACTING OFFICER PRIOR TO CONSTRUCTION

ACTIVITIES THAT WILL DISRUPT NORMAL USE OF FACILITY (INCLUDING

EXCEPTIONAL NOISE AND/OR VIBRATIONS, UNCONTROLLED DUST, OBTRUSIVE

ODORS, OR INTERRUPTIONS OF UTILITIES). WORK NOT COORDINATED AND

APPROVED IN ADVANCE THAT DISRUPTS THE NORMAL USE OF THE FACILITY

MAY BE STOPPED UNTIL PROPER COORDINATION AND APPROVAL IS

ACHIEVED. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COSTS

INCURRED AS A CONSEQUENCE OF STOPPAGE.

a. THE CONTRACTOR SHALL INSTITUTE THE NECESSARY MEASURES TO

PREVENT/MINIMIZE DUST, FUMES, ODORS, DEBRIS, OR LIQUIDS FROM

THIS PROJECT FROM ENTERING NON-CONSTRUCTION AREAS OF THE

BUILDING AND SHALL PROVIDE FOR PROTECTION FOR EMPLOYEES FROM

THE SAME ACCORDING TO OSHA AND OTHER ENVIRONMENTAL AGENCIES

HAVING JURISDICTION.

16. CONTRACTOR SHALL SUBMIT PROPOSED DEMOLITION AND CONSTRUCTION

PHASING PLAN AND SCHEDULES TO CONTRACTING OFFICER PRIOR TO

BEGINNING WORK. PROCEED WITH THE WORK ONLY AFTER A MUTUALLY

AGREEABLE PHASING PLAN AND SCHEDULE HAVE BEEN ESTABLISHED.

CONTRACTOR SHALL REGULARLY REVISE PHASING PLAN AND SCHEDULE TO

REFLECT PROGRESS OF THE WORK.

17. CONTRACTOR SHALL MAINTAIN PREMISES AND SURROUNDING AREA FREE

FROM ACCUMULATIONS OF WASTE MATERIAL AND RUBBISH RESULTING FROM

THE WORK. REMOVE AND DISPOSE OF IN A PROPER MANNER (OFF-SITE) ALL

EXISTING MATERIAL REMOVED FROM THE BUILDING DURING THE COURSE OF

THE WORK ON A DAILY BASIS. REMOVAL AND DISPOSAL SHALL BE

SATISFACTORY TO THE CONTRACTING OFFICER.

18. CONTRACTOR SHALL COORDINATE LOCATIONS OF ON-SITE STORAGE OF

MATERIALS AND EQUIPMENT WITH OWNER SO AS TO NOT UNREASONABLY

ENCUMBER FACILITY OR SITE. CONTRACTOR SHALL ASSUME FULL

RESPONSIBILITY FOR THE PROTECTION AND SAFEKEEPING OF PRODUCTS

STORED ON PREMISES.

19. CONTRACTOR SHALL NOT ALLOW CONSTRUCTION MATERIALS, EQUIPMENT,

OR PROCEDURES TO OVERLOAD OR EXCEED THE STRUCTURAL CAPACITY OF

EXISTING CONSTRUCTION TO REMAIN, PARTIALLY COMPLETED WORK, OR

COMPLETED WORK. MAKE INSPECTIONS AND/OR PERFORM ANALYSES AND

TESTS NECESSARY TO VERIFY THAT EXISTING ELEMENTS HAVE ADEQUATE

CAPACITY TO SUPPORT PROPOSED CONSTRUCTION LOADS. SEE NOTE 29

FOR LOAD LIMITS.

20. WATER AND ELECTRICITY MAY BE TAKEN FROM BUILDING FOR

CONSTRUCTION PURPOSES ONLY AT AREAS IDENTIFIED AS ACCEPTABLE BY

THE CONTRACTING OFFICER.

21. DRAWINGS ILLUSTRATE THE COMPLETED WORK WITH ELEMENTS IN THEIR

FINAL INTENDED POSITIONS. CONTRACTOR SHALL PROVIDE SHORING,

BRACING, SUPPORT, AND SEQUENCE WORK AS REQUIRED TO MAINTAIN THE

STRUCTURAL INTEGRITY OF NEW OR EXISTING CONSTRUCTION DURING THE

WORK.

22. CONTRACTOR SHALL TEMPORARILY RELOCATE AND RESTORE EXISTING

EQUIPMENT AND APPURTENANCES (WHETHER OR NOT SHOWN ON THE

DRAWINGS) THAT OBSTRUCT ACCESS TO PORTIONS OF THE WORK.

23. CONTRACTOR SHALL DEVELOP, IMPLEMENT, ERECT, AND MAINTAIN

SAFEGUARDS TO PREVENT DAMAGE, INJURY, OR LOSS RESULTING FROM THE

WORK TO (A) WORKERS, OCCUPANTS, PASSERS-BY, AND OTHER PERSONS;

(B) IN-PROGRESS WORK, MATERIALS, AND EQUIPMENT UNDER CARE,

CUSTODY, AND CONTROL OF THE CONTRACTOR (WHETHER ON OR OFF SITE);

AND (C) OTHER PROPERTY AT THE SITE OR ADJACENT THERETO NOT

DESIGNATED AS PART OF THE WORK FOR REMOVAL, RELOCATION, OR

REPLACEMENT. IN THE EVENT OF DAMAGE, INJURY, OR LOSS, PROMPTLY

NOTIFY CONTRACTING OFFICER AND PRESENT PROPOSED REMEDY. THE

COST OF DAMAGE AND REPAIRS SHALL BE MADE AT NO COST TO THE

NATIONAL PARK SERVICE.

24. IN AN EMERGENCY AFFECTING SAFETY OF PERSONS OR PROPERTY,

CONTRACTOR SHALL ACT TO PREVENT OR STOP FURTHER DAMAGE, INJURY,

OR LOSS.

25. ALL WORK SHALL BE SUBJECT TO REVIEW BY CONTRACTING OFFICER

BEFORE IT IS CONCEALED BY OTHER WORK AND/OR MEANS OF ACCESS IS

REMOVED. CONTRACTOR SHALL COORDINATE MANDATORY REVIEWS WITH

CONTRACTING OFFICER PRIOR TO START OF CONSTRUCTION. PROVIDE

REASONABLE NOTIFICATION TO CONTRACTING OFFICER TO ALLOW FOR SUCH

REVIEW AS WORK PROCEEDS.

a. THE CONTRACTING OFFICER MAY HAVE QUALITY CONTROL TESTS

PERFORMED ON A RANDOM BASIS FROM TIME TO TIME TO EVALUATE

INSTALLATION OF THE NEW CONSTRUCTION FOR CONFORMANCE TO THE

DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL MAKE

ACCESS AVAILABLE TO INSPECT AND TEST THE SPECIFIED AREAS AND

MAKE APPROPRIATE REPAIRS AFTER COMPLETION OF INSPECTION. ANY

DEFECTIVE WORK WILL BE REPAIRED AT NO COST TO THE NATIONAL

PARK SERVICE.

b. COSTS CAUSED BY ILL-TIMED WORK, DEFECTIVE WORK, OR WORK NOT

CONFORMING TO THE CONTRACT DOCUMENTS ARE THE RESPONSIBILITY

OF THE CONTRACTOR.

26. CONTRACTOR SHALL PROMPTLY CORRECT WORK REJECTED BY

CONTRACTING OFFICER OR FAILING TO CONFORM TO REQUIREMENTS OF THE

CONTRACT DOCUMENTS. ASSOCIATED COSTS (INCLUDING ADDITIONAL

TESTING OR INSPECTIONS, COST OF UNCOVERING AND CORRECTION, AND

COMPENSATION FOR ENGINEERING SERVICES AND EXPENSES MADE

NECESSARY THEREBY) SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

27. IF A HAZARDOUS MATERIAL OR SUBSTANCE NOT ADDRESSED IN THE

CONTRACT DOCUMENTS IS ENCOUNTERED, IMMEDIATELY STOP WORK IN

AFFECTED AREA AND NOTIFY CONTRACTING OFFICER OF THE CONDITION.

28. EXISTING CONCRETE COMPRESSIVE STRENGTH PER ORIGINAL

CONSTRUCTION SPECIFICATIONS:

a. FOOTINGS = 3,000 PSI

b. SLAB-ON-GROUND = 3,000 PSI

c. COLUMNS = 4,000 PSI

d. WALLS = 4,000 PSI

e. POST-TENSIONED BEAMS AND SLABS = 5,000 PSI

29. DESIGN LOADS:

a. DEAD LOAD: BASED ON STRUCTURAL GEOMETRY AND ASSUMED UNIT

WEIGHT OF 150 PCF

b. LIVE LOAD:

i. PARKING RAMP FLOORS: 40 PSF

ii. STAIRS: 100 PSF

c. SNOW LOAD: BASED ON ASCE 7-22 AND A GROUND SNOW LOAD OF 53 PSF

d. CONSTRUCTION LOAD : 20 PSF

GENERAL NOTES:

SYMBOLS:

SHEET INDEX:

ROOM

XXX

LEVEL

X'-X"

DETAIL CALLOUT

NORTH ARROW

KEYNOTE

DOOR TAG

ROOM TAG

EXTERIOR

ELEVATION TAG

SECTION TAG

WALL TAG

INTERIOR

ELEVATION TAG

REVISION TAG

COLUMN GRID

ELEVATION TAG

Sheet Number Sheet Title

T COVER SHEET

G001 DRAWING INDEX, SYMBOLS & NOTES

G002 ABBREVIATIONS

G100 OVERALL SITE PLAN

S100 LINCOLN - LOWER LEVEL PLAN

S101 LINCOLN - LOWER LEVEL REFLECTED CEILING PLAN

S102 LINCOLN - MIDDLE LEVEL PLAN

S103 LINCOLN - MIDDLE LEVEL REFLECTED CEILING PLAN

S104 LINCOLN - UPPER LEVEL PLAN

S105 WASHINGTON - LOWER LEVEL PARTIAL PLAN

S106 WASHINGTON - LOWER LEVEL PARTIAL PLAN

S107 WASHINGTON - LOWER LEVEL REFLECTED CEILING PLAN

S108 WASHINGTON - MIDDLE LEVEL PLAN

S109 WASHINGTON - MIDDLE LEVEL REFLECTED CEILING PLAN

S110 WASHINGTON - UPPER LEVEL PLAN

S500 CONCRETE REPAIR DETAILS

S501 CONCRETE REPAIR DETAILS

S502 POST TENSIONING REPAIR DETAILS

S503 POST TENSIONING REPAIR DETAILS

S504 WATERPROOFING DETAILS

S505 WATERPROOFING DETAILS

S601 REPRESENTATIVE PHOTOGRAPHS OF REPAIR CONDITIONS

S602 REPRESENTATIVE PHOTOGRAPHS OF REPAIR CONDITIONS

S603 REPRESENTATIVE PHOTOGRAPHS OF REPAIR CONDITIONS

R100 WJE NDE & EXPLORATORY OPENING FINDINGS - LINCOLN MIDDLE LEVEL

R101 WJE NDE & EXPLORATORY OPENING FINDINGS - LINCOLN UPPER LEVEL

R102 WJE NDE & EXPLORATORY OPENING FINDINGS - WASHINGTON MIDDLE LEVEL

R103 WJE NDE & EXPLORATORY OPENING FINDINGS - WASHINGTON UPPER LEVEL

APPLICABLE CODES AND STANDARDS:

2015 SOUTH DAKOTA BUILDING CODE (2015 INTERNATIONAL BUILDING CODE

WITH AMENDMENTS)

ACI 318: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

ACI 562: CODE REQUIREMENTS FOR ASSESSMENT, REPAIR, AND

REHABILITATION OF EXISTING CONCRETE STRUCTURES

ASCE/SEI 7: MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES

ASCE/SEI 37: DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION

SEE SPECIFICATIONS FOR ADDITIONAL REFERENCES

PHASE WORK ITEM ESTIMATED

QUANTITY

CONCRETE REPAIR: TOPSIDE, PARTIAL-DEPTH SLAB REPAIRS 275 SF

CONCRETE REPAIR: FULL-DEPTH SLAB REPAIRS 20 SF

CONCRETE REPAIR: VERTICAL SURFACE, PARTIAL-DEPTH REPAIRS 75 SF

CONCRETE REPAIR: OVERHEAD SURFACE, PARTIAL-DEPTH REPAIRS 155 SF

CONCRETE REPAIR: STAIR REPAIRS 110 SF

CONCRETE REPAIR: TEMPORARY SHORING FOR COLUMN E/1 AT

WASHINGTON LOWER LEVEL (LEVEL 6) 1 EA

ROUT AND SEAL CRACK REPAIRS 880 LF

REMOVAL AND REPLACEMENT OF EXISTING SLAB JOINT SEALANTS 3,700 LF

REMOVAL AND REPLACEMENT OF EXISTING WINGED EXPANSION

JOINT SEALS 260 LF

TRAFFIC-COATING APPLICATION: REPLACEMENT OF EXISTING

TRAFFIC-COATING DAMAGED BY CONCRETE REPAIRS 85 SF

TRAFFIC-COATING APPLICATION: REMOVAL AND REPLACEMENT OF

EXISTING TRAFFIC-COATING AT STAIRS 5,385 SF

REMOVAL AND REPLACEMENT OF EXISTING CRACK SEALANTS 8,360 LF

REMOVAL AND REPLACEMENT OF EXISTING TRAFFIC-COATINGS ON

SLABS 14,520 SF

REMOVAL AND REPLACEMENT OF EXISTING WALL JOINT SEALANTS 19,800 LF

REPLACEMENT OF TRAFFIC-COATING DAMAGED BY WALL JOINT

SEALANT REPAIRS 80 SF

SILANE SEALER APPLICATION: LINCOLN UPPER LEVEL (LEVEL 1) 39,600 SF

SILANE SEALER APPLICATION: LINCOLN MIDDLE LEVEL (LEVEL 2) 54,300 SF

SILANE SEALER APPLICATION: WASHINGTON UPPER LEVEL (LEVEL 4) 56,000 SF

SILANE SEALER APPLICATION: WASHINGTON MIDDLE LEVEL (LEVEL 5) 71,000 SF

3B EPOXY INJECTION GROUTING OF BEAM CRACKS 1,940 LF

POST-TENSIONING DUCT GROUT INSPECTION OPENINGS 218 EA

POST-TENSIONING GROUT PORT/VALVE INSTALLATION 436 EA

GROUT FILLING OF VOIDS IN POST-TENSIONING BEAM DUCTS 40 CF

TRAFFIC-COATING APPLICATION: OVER TOPSIDE GROUT PORT

LOCATIONS 252 SF

POST-TENSIONING GROUT POCKET REPAIRS 4 EA

WORK PHASES:

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SUB SHEET NO.

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DRAWING NO.

SHEET

TITLE OF SHEET

ABBREVIATIONS 323

80072

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MSM

JAW

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Value MOUNT RUSHMORE NATIONAL MEMORIAL

328922G002

& AND

@ AT

Ø DIAMETER

AGGR AGGREGATE

AHJ AUTHORITY HAVING

JURISDICTION

APPROX APPROXIMATE

ARCH ARCHITECT

ASPH ASPHALT

ASTM AMERICAN SOCIETY OF

TESTING MATERIALS

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLW BELOW

BM BEAM

BO BOTTOM OF ___

BOT BOTTOM

BTWN BETWEEN

CD CONTRACT DOCUMENTS

CE CIVIL ENGINEER

CERT CERTIFY

CF CUBIC FEET

CJ CONTROL JOINT

CONSTR JT CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CM CONSTRUCTION

MANAGEMENT

CNCL CONCEALED

CO CONTRACTING OFFICER

CTG COATING

CTR CENTER

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

D-B DOUBLE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFERENCE

DIM DIMENSION

DN DOWN

DR DOOR

DRN DRAIN

DSGN DESIGN

DWG DRAWING

(E) EXISTING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEV ELEVATOR

ENGR ENGINEER

EO EDGE OF ___

EOC EDGE OF CURB

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXP EXPANSION/EXPANDED

EXT EXTERIOR

FD FLOOR DRAIN

FDTN FOUNDATION

FIL FILLET

FIN FINISH

FIN FL FINISH FLOOR

FL, FLR FLOOR

FLASH FLASHING

FMBD FORM BOARD

FO FACE OF ___

FOC FACE OF CURB

FOW FACE OF WALL

FR FRAME

FT FOOT OR FEET

FTG FOOTING

FWRK FORMWORK

G GIRDER

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GDR GUARDRAIL

GT GROUT

HORIZ HORIZONTAL

HT HEIGHT

IBC INTERNATIONAL BUILDING

CODE

IEBC INTERNATIONAL EXISTING

BUILDING CODE

IN INCH

INCL INCLUDED

INFO INFORMATION

INSTL INSTALL

INT INTERIOR

INV INVERT

JT JOINT

L ANGLE

LB POUND

LF LINEAR FEET

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LYT LAYOUT

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MEMB MEMBRANE

MFR MANUFACTURER

MFR REC MANUFACTURER'S

RECOMMENDATION

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

(N) NEW

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NPS NATIONAL PARK SERVICE

NS NO SCALE

NTS NOT TO SCALE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

ORIG ORIGINAL

PC PORTLAND CEMENT

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERP PERPENDICULAR

PLYWD PLYWOOD

PRCST PRECAST

PREFMD PREFORMED

PRELIM PRELIMINARY

PREP PREPARE

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POST-TENSIONED or

POST-TENSIONING

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

QUAL QUALITY

RAD RADIUS

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

REBAR REINFORCING STEEL BAR

REC RECESSED

REINF REINFORCED/REINFORCING

REP REPAIR

REQD REQUIRE

RTNG RETAINING

REV REVISIONS

RT RIGHT

SUBSTR SUBSTRATE

SCHED SCHEDULE

SCHEM SCHEMATIC

SE STRUCTURAL ENGINEER

SECT SECTION

SF SQUARE FOOT/FEET

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SLNT SEALANT

SPEC SPECIFICATION

SQ SQUARE

SSD SEE STRUCTURAL DRAWINGS

SST STAINLESS STEEL

ST STREET

STAG STAGGERED

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SYM SYMBOL

SYMM SYMMETRICAL

T&B TOP AND BOTTOM

T&M TIME AND MATERIALS

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

THRUOUT THROUGHOUT

T.O. TOP OF ___

TOC TOP OF CURB

TOW TOP OF WALL

TYP TYPICAL

UL UNDERWRITERS

LABORTORIES

U.O.N. UNLESS OTHERWISE NOTED

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDE

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WT WEIGHT

WTR WATER

YD YARD

STRUCTURAL ABBREVIATIONS

LINCOLN GARAGEWASHINGTON GARAGE

SITE PLAN TAKEN FROM ORIGINAL CONSTRUCTION DOCUMENTS PREPARED BY DUNHAM ASSOCIATES DATED 4/12/1996.

9/ 6/

(L M

C H

) C :\W

W or k\

C \2

M O

U N

T R

M O

R E

G G

D ra w in gs \M

O R

U \3

2\ D

S\ G

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OVERALL SITE PLAN 323

80072

4 28

MSM

JAW

BEP

Value MOUNT RUSHMORE NATIONAL MEMORIAL

328922G100SCALE

1 OVERALL SITE PLAN

G100 N.T.S.

UPPER LEVEL

MIDDLE LEVEL

LOWER LEVEL

MIDDLE LEVEL RCP

LOWER LEVEL RCP

18'-0" 22'-0" 19'-2" 28'-9" 28'-9" 28'-9" 28'-9" 28'-9" 19'-2" 22'-0" 18'-0"

265'-0"

'-0

-1 01 2"

'-0

13 14 15 16 17 18 19 20 21 22 23 24

PLANTER PLANTERPLANTER

LEGEND

CONCRETE DELAMINATION OR SPALL REPAIR (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 10 SQUARE FEET

SEE APPLICABLE DETAILS ON S500 AND S501

REMOVAL AND REPLACEMENT OF EXISTING TRAFFIC-COATING

(PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 270 SQUARE FEET

SEE APPLICABLE DETAILS ON S504

NOTES

1. CONCRETE DISTRESS AND WATERPROOFING FEATURES REQUIRING REPAIR ARE

SHOWN GRAPHICALLY FOR GENERAL LOCATION PURPOSES ONLY AND DO NOT

NECESSARILY INDICATE ACTUAL REPAIR SIZE AND SHAPE. CONTRACTOR TO

PERFORM VISUAL REVIEW AND SOUNDING OF CONCRETE SURFACES TO IDENTIFY

FULL EXTENT OF CONCRETE AND WATERPROOFING FEATURES REQUIRING REPAIR

IN ACCORDANCE WITH PROVIDED REPAIR DETAILS.

RAMP KEY

7/ 3/

(L M

C H

) C :\W

W or k\

C \2

M O

U N

T R

M O

R E

G G

D ra w in gs \M

O R

U \3

2\ D

R U

C \S

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

LINCOLN - LOWER LEVEL

PLAN

80072

5 28

MSM

JAW

BEP

Value MOUNT RUSHMORE NATIONAL MEMORIAL

328922S100

SCALE

1 LINCOLN - LOWER LEVEL PLAN

S100 A

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

BLDG.

13 14 15 16 17 18 19 20 21 22 23 24

18'-0" 22'-0" 19'-2" 28'-9" 28'-9" 28'-9" 28'-9" 28'-9" 19'-2" 22'-0" 18'-0"

265'-0"

'-0

-1 1"

OPEN

PLANTER PLANTER PLANTER PLANTER

ELEC.

ROOM

LEGEND

NOTES

1. CONCRETE DISTRESS AND WATERPROOFING FEATURES REQUIRING REPAIR ARE

SHOWN GRAPHICALLY FOR GENERAL LOCATION PURPOSES ONLY AND DO NOT

NECESSARILY INDICATE ACTUAL REPAIR SIZE AND SHAPE. CONTRACTOR TO

PERFORM VISUAL REVIEW AND SOUNDING OF CONCRETE SURFACES TO IDENTIFY

FULL EXTENT OF CONCRETE AND WATERPROOFING FEATURES REQUIRING REPAIR

IN ACCORDANCE WITH PROVIDED REPAIR DETAILS.

2. CONCRETE COLUMN REPAIRS GREATER THAN 2 SQUARE FEET IN AREA OR THAT

EXTEND DEEPER THAN 3 4" BEHIND THE VERTICAL REINFORCEMENT SHOULD BE

REVIEWED TO DETERMINE IF SHORING IS REQUIRED. REVIEWED COLUMN REPAIRS

WITH CONTRACTING OFFICER TO DETERMINE IF SHORING IS NEEDED BEFORE

PERFORMING REPAIR WORK.

CONSTR. JOINT

CONCRETE DELAMINATION OR SPALL REPAIR (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 130 SQUARE FEET

SEE APPLICABLE DETAILS ON S500 AND S501

TRANSVERSE BEAM CRACK EPOXY INJECTION REPAIRS

(PHASE 3B)

(# = QUANTITY OF IDENTIFIED CRACKS)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 480 LINEAR FEET

SEE SPECIFICATION SECTION 03 01 38 EPOXY INJECTION

GROUTING FOR REQUIREMENTS

BEAM PT GROUT INSPECTION OPENING AND GROUT PORT

LOCATION NEAR END ANCHORAGE (PHASE 4)

TOTAL QUANTITY THIS LEVEL = 23

SEE APPLICABLE DETAILS ON S502

1 1

WALL

COL

WALL

(#)7

8 8

(3) (2)

(2)

8 8

(1)

(2)

(1)

(6)

(7)

(8)

(1)

(1) (1)

88 8

(4)

(2)

(1)

(2) (1)

(2) (3)

(2) (2)

(2)

SEE NOTE 2.

UPPER LEVEL

MIDDLE LEVEL

LOWER LEVEL

MIDDLE LEVEL RCP

LOWER LEVEL RCP

RAMP KEY

7/ 3/

(L M

C H

) C :\W

W or k\

C \2

M O

U N

T R

M O

R E

G G

D ra w in gs \M

O R

U \3

2\ D

R U

C \S

C P.

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

LINCOLN - LOWER LEVEL

REFLECTED CEILING PLAN

80072

6 28

MSM

JAW

BEP

Value MOUNT RUSHMORE NATIONAL MEMORIAL

328922S1011 LINCOLN - LOWER LEVEL REFLECTED CEILING PLAN

S101

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

SCALE

18'-0" 22'-0" 19'-2" 28'-9" 28'-9" 28'-9" 28'-9" 28'-9" 19'-2" 22'-0" 18'-0"

265'-0"

'-0

-1 1"

OPEN

PLANTER PLANTER PLANTER PLANTER

ELEC.

ROOM

LEGEND

CONCRETE DELAMINATION OR SPALL REPAIR (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 200 SQUARE FEET

SEE APPLICABLE DETAILS ON S500 AND S501

REMOVAL AND REPLACEMENT OF EXISTING TRAFFIC-COATING

(@ STAIRS - PHASE 1A, ELSEWHERE - PHASE 1B)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 4,100 SQUARE FEET

SEE APPLICABLE DETAILS ON S504

ROUT AND SEAL CRACK REPAIR (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 120 LINEAR FEET

SEE DETAIL 1/S504

REMOVAL AND REPLACEMENT OF EXISTING CRACK SEALANTS

(PHASE 1B)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 2,080 LINEAR FEET

SEE DETAIL 1/S504 OR 2/S504 AS APPLICABLE

REMOVAL AND REPLACEMENT OF EXISTING JOINT SEALANTS

(PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 690 LINEAR FEET

SEE DETAIL 1/S504 OR 3/S504 AS APPLICABLE

EXPANSION JOINT REPLACEMENT (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 70 LINEAR FEET

SEE APPLICABLE DETAILS ON S505

BEAM PT GROUT INSPECTION OPENING AND GROUT PORT

LOCATION NEAR HIGH POINTS (PHASE 4)

TOTAL QUANTITY THIS LEVEL = 31

SEE APPLICABLE DETAILS ON S502

PRECAST CONCRETE SPANDREL PANEL OR PLANTER JOINT

SEALANT REMOVAL AND REPLACEMENT (PHASE 2)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 3,300 LINEAR FEET

SEE DETAIL 3/S504

NOT IN SCOPE - DELAMINATED CONCRETE TOPPING

TO BE REPAIRED BY OTHERS

NOTES

1. CONCRETE DISTRESS AND WATERPROOFING FEATURES REQUIRING REPAIR ARE

SHOWN GRAPHICALLY FOR GENERAL LOCATION PURPOSES ONLY AND DO NOT

NECESSARILY INDICATE ACTUAL REPAIR SIZE AND SHAPE. CONTRACTOR TO

PERFORM VISUAL REVIEW AND SOUNDING OF CONCRETE SURFACES TO IDENTIFY

FULL EXTENT OF CONCRETE AND WATERPROOFING FEATURES REQUIRING REPAIR

IN ACCORDANCE WITH PROVIDED REPAIR DETAILS.

2. APPLY SILANE SEALER TO ALL DECK AREAS NOT OTHERWISE PROTECTED BY

TRAFFIC-COATING (PHASE 3A). APPLY SILANE SEALER AFTER COMPLETION OF

CONCRETE REPAIRS, CRACK AND JOINT SEALING, AND APPLICATION OF

TRAFFIC-COATING. SEE SPECIFICATION SECTION 07 19 17 SILANE SEALER

APPLICATION REQUIREMENTS.

FD FD

2 1

2 2 2 2 2 2 2

5 2 2

4 4 4

CONCRETE

ISLAND CURBS

2 2

8 8 8 8

8 8 8 8 8 8

8 8 8

8 8 UPPER LEVEL

MIDDLE LEVEL

LOWER LEVEL

MIDDLE LEVEL RCP

LOWER LEVEL RCP

RAMP KEY

9 TYP

PHASE

7/ 3/

(L M

C H

) C :\W

W or k\

C \2

M O

U N

T R

M O

R E

G G

D ra w in gs \M

O R

U \3

2\ D

R U

C \S

M L.

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

LINCOLN - MIDDLE LEVEL

PLAN

80072

7 28

MSM

JAW

BEP

Value MOUNT RUSHMORE NATIONAL MEMORIAL

328922S1021 LINCOLN - MIDDLE LEVEL PLAN

S102

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

SCALE

18'-0" 22'-0" 19'-2" 28'-9" 28'-9" 28'-9" 28'-9" 28'-9" 19'-2" 22'-0" 18'-0"

265'-0"

'-0

-1 1"

OPEN

PLANTER PLANTER PLANTER PLANTER

LEGEND

COL

CONCRETE DELAMINATION OR SPALL REPAIR (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 15 SQUARE FEET

SEE APPLICABLE DETAILS ON S500 ANDS501

TRANSVERSE BEAM CRACK EPOXY INJECTION REPAIRS

(PHASE 3B)

(# = QUANTITY OF IDENTIFIED CRACKS)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 570 LINEAR FEET

SEE SPECIFICATION SECTION 03 01 38 EPOXY INJECTION

GROUTING FOR REQUIREMENTS

BEAM PT GROUT INSPECTION OPENING AND GROUT PORT

LOCATION NEAR END ANCHORAGE (PHASE 4)

TOTAL QUANTITY THIS LEVEL = 23

SEE APPLICABLE DETAILS ON S502

(#)7

SEE NOTE 2.

8 8 8 8 8 8

(2)

(3)(4)

(6)(7)

(6)(5)

(4)(5)

(1)

(3)

(1) (7) (7) (8)

NOTES

1. CONCRETE DISTRESS AND WATERPROOFING FEATURES REQUIRING REPAIR ARE

SHOWN GRAPHICALLY FOR GENERAL LOCATION PURPOSES ONLY AND DO NOT

NECESSARILY INDICATE ACTUAL REPAIR SIZE AND SHAPE. CONTRACTOR TO

PERFORM VISUAL REVIEW AND SOUNDING OF CONCRETE SURFACES TO IDENTIFY

FULL EXTENT OF CONCRETE AND WATERPROOFING FEATURES REQUIRING REPAIR

IN ACCORDANCE WITH PROVIDED REPAIR DETAILS.

2. CONCRETE COLUMN REPAIRS GREATER THAN 2 SQUARE FEET IN AREA OR THAT

EXTEND DEEPER THAN 3 4" BEHIND THE VERTICAL REINFORCEMENT SHOULD BE

REVIEWED TO DETERMINE IF SHORING IS REQUIRED. REVIEWED COLUMN REPAIRS

WITH CONTRACTING OFFICER TO DETERMINE IF SHORING IS NEEDED BEFORE

PERFORMING REPAIR WORK.

UPPER LEVEL

MIDDLE LEVEL

LOWER LEVEL

MIDDLE LEVEL RCP

LOWER LEVEL RCP

RAMP KEY

7/ 3/

(L M

C H

) C :\W

W or k\

C \2

M O

U N

T R

M O

R E

G G

D ra w in gs \M

O R

U \3

2\ D

R U

C \S

C P.

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

LINCOLN - MIDDLE LEVEL

REFLECTED CEILING PLAN

80072

8 28

MSM

JAW

BEP

Value MOUNT RUSHMORE NATIONAL MEMORIAL

328922S1031 LINCOLN - MIDDLE LEVEL REFLECTED CEILING PLAN

S103

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

SCALE

18'-0" 22'-0" 19'-2" 28'-9" 28'-9" 28'-9" 28'-9" 28'-9" 19'-2" 22'-0" 18'-0"

265'-0"

'-0

-1 1"

OPEN

PLANTER PLANTER PLANTER PLANTER

NOTES

1. CONCRETE DISTRESS AND WATERPROOFING FEATURES REQUIRING REPAIR ARE

SHOWN GRAPHICALLY FOR GENERAL LOCATION PURPOSES ONLY AND DO NOT

NECESSARILY INDICATE ACTUAL REPAIR SIZE AND SHAPE. CONTRACTOR TO

PERFORM VISUAL REVIEW AND SOUNDING OF CONCRETE SURFACES TO IDENTIFY

FULL EXTENT OF CONCRETE AND WATERPROOFING FEATURES REQUIRING REPAIR

IN ACCORDANCE WITH PROVIDED REPAIR DETAILS.

2. APPLY SILANE SEALER TO ALL DECK AREAS NOT OTHERWISE PROTECTED BY

TRAFFIC-COATING (PHASE 3A). APPLY SILANE SEALER AFTER COMPLETION OF

CONCRETE REPAIRS, CRACK AND JOINT SEALING, AND APPLICATION OF

TRAFFIC-COATING. SEE SPECIFICATION SECTION 07 19 17 SILANE SEALER

APPLICATION REQUIREMENTS.

FD FD FD

LEGEND

CONCRETE DELAMINATION OR SPALL REPAIR (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 90 SQUARE FEET

SEE APPLICABLE DETAILS ON S500 AND S501

REMOVAL AND REPLACEMENT OF EXISTING TRAFFIC-COATING

(@ STAIRS - PHASE 1A, ELSEWHERE - PHASE 1B)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 4,440 SQUARE FEET

SEE APPLICABLE DETAILS ON S504

ROUT AND SEAL CRACK REPAIR (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 60 LINEAR FEET

SEE DETAIL 1/S504

REMOVAL AND REPLACEMENT OF EXISTING CRACK SEALANTS

(PHASE 1B)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 2,040 LINEAR FEET

SEE DETAIL 1/S504 OR 2/S504 AS APPLICABLE

REMOVAL AND REPLACEMENT OF EXISTING JOINT SEALANTS

(PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 620 LINEAR FEET

SEE DETAIL 1/S504 OR 3/S504 AS APPLICABLE

EXPANSION JOINT REPLACEMENT (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 45 LINEAR FEET

SEE APPLICABLE DETAILS ON S505

BEAM PT GROUT INSPECTION OPENING AND GROUT PORT

LOCATION NEAR HIGH POINTS (PHASE 4)

TOTAL QUANTITY THIS LEVEL = 19

SEE APPLICABLE DETAILS ON S502

PRECAST CONCRETE SPANDREL PANEL OR PLANTER JOINT

SEALANT REMOVAL AND REPLACEMENT (PHASE 2)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 6,300 LINEAR FEET

SEE DETAIL 3/S504

22 2 2

2 2

8 8 8 8

8 8 8 8 88 8

UPPER LEVEL

MIDDLE LEVEL

LOWER LEVEL

MIDDLE LEVEL RCP

LOWER LEVEL RCP

RAMP KEY

9 TYP

PHASE 1A

7/ 3/

(L M

C H

) C :\W

W or k\

C \2

M O

U N

T R

M O

R E

G G

D ra w in gs \M

O R

U \3

2\ D

R U

C \S

U L.

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

LINCOLN - UPPER LEVEL

PLAN

80072

9 28

MSM

JAW

BEP

Value MOUNT RUSHMORE NATIONAL MEMORIAL

328922S1041 LINCOLN - UPPER LEVEL PLAN

S104

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

SCALE

121110987654321

18'-0"22'-0"28'-9"28'-9"28'-9"19'-2"28'-9"28'-9"28'-9"22'-0"18'-0"

274'-7"

'-0

-1 01 2"

'-0

MATCHLINE SEE SHEET S106

LEGEND

CONCRETE DELAMINATION OR SPALL REPAIR (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 10 SQUARE FEET

SEE APPLICABLE DETAILS ON S500 AND S501

REMOVAL AND REPLACEMENT OF EXISTING TRAFFIC-COATING

(PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 280 SQUARE FEET

SEE APPLICABLE DETAILS ON S504

NOTES

1. CONCRETE DISTRESS AND WATERPROOFING FEATURES REQUIRING REPAIR ARE

SHOWN GRAPHICALLY FOR GENERAL LOCATION PURPOSES ONLY AND DO NOT

NECESSARILY INDICATE ACTUAL REPAIR SIZE AND SHAPE. CONTRACTOR TO

PERFORM VISUAL REVIEW AND SOUNDING OF CONCRETE SURFACES TO IDENTIFY

FULL EXTENT OF CONCRETE AND WATERPROOFING FEATURES REQUIRING REPAIR

IN ACCORDANCE WITH PROVIDED REPAIR DETAILS.

2. INSTALL SHORING BEFORE PERFORMING CONCRETE REPAIR WORK AT COLUMN.

UPPER LEVEL

MIDDLE LEVEL

LOWER LEVEL

MIDDLE LEVEL RCP

LOWER LEVEL RCP

RAMP KEY

1 COL

SEE NOTE 2.

7/ 3/

1S (L

M S

H ) C

:\W

W or k\

N C

O U

N T

R U

O R

N G

S V\

D ra w in gs

\M O

R U

D R

G S\

U C

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

WASHINGTON - LOWER

LEVEL PARTIAL PLAN

80072

10 28

MSM

JAW

BEP

Value MOUNT RUSHMORE NATIONAL MEMORIAL

328922S105

SCALE

1 WASHINGTON - LOWER LEVEL PARTIAL PLAN

S105 A

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

18'-0"22'-0"28'-9"28'-9"28'-9"19'-2"28'-9"28'-9"28'-9"22'-0"18'-0"

274'-7"

'-0

-1 01 2"

'-0

121110987654321

MATCHLINE SEE SHEET S105

PLANTER PLANTER PLANTER

1 COL

SEE NOTE 2.

LEGEND

CONCRETE DELAMINATION OR SPALL REPAIR (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 10 SQUARE FEET

SEE APPLICABLE DETAILS ON S500 AND S501

REMOVAL AND REPLACEMENT OF EXISTING TRAFFIC-COATING

(PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 280 SQUARE FEET

SEE APPLICABLE DETAILS ON S504

NOTES

1. CONCRETE DISTRESS AND WATERPROOFING FEATURES REQUIRING REPAIR ARE

SHOWN GRAPHICALLY FOR GENERAL LOCATION PURPOSES ONLY AND DO NOT

NECESSARILY INDICATE ACTUAL REPAIR SIZE AND SHAPE. CONTRACTOR TO

PERFORM VISUAL REVIEW AND SOUNDING OF CONCRETE SURFACES TO IDENTIFY

FULL EXTENT OF CONCRETE AND WATERPROOFING FEATURES REQUIRING REPAIR

IN ACCORDANCE WITH PROVIDED REPAIR DETAILS.

2. INSTALL SHORING BEFORE PERFORMING CONCRETE REPAIR WORK AT COLUMN.

UPPER LEVEL

MIDDLE LEVEL

LOWER LEVEL

MIDDLE LEVEL RCP

LOWER LEVEL RCP

RAMP KEY

7/ 3/

1S (L

M S

H ) C

:\W

W or k\

N C

O U

N T

R U

O R

N G

S V\

D ra w in gs

\M O

R U

D R

G S\

U C

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

WASHINGTON - LOWER

LEVEL PARTIAL PLAN

80072

11 28

MSM

JAW

BEP

Value MOUNT RUSHMORE NATIONAL MEMORIAL

328922S106

SCALE

1 WASHINGTON - LOWER LEVEL PARTIAL PLAN

S106 A

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

18'-0"22'-0"28'-9"28'-9"28'-9"19'-2"28'-9"28'-9"28'-9"22'-0"18'-0"

274'-7"

'-0

-1 1"

'-0

OPEN

PLANTER PLANTER PLANTER PLANTER

LEGEND

NOTES

1. CONCRETE DISTRESS AND WATERPROOFING FEATURES REQUIRING REPAIR ARE

SHOWN GRAPHICALLY FOR GENERAL LOCATION PURPOSES ONLY AND DO NOT

NECESSARILY INDICATE ACTUAL REPAIR SIZE AND SHAPE. CONTRACTOR TO

PERFORM VISUAL REVIEW AND SOUNDING OF CONCRETE SURFACES TO IDENTIFY

FULL EXTENT OF CONCRETE AND WATERPROOFING FEATURES REQUIRING REPAIR

IN ACCORDANCE WITH PROVIDED REPAIR DETAILS.

2. INSTALL SHORING BEFORE PERFORMING CONCRETE REPAIR WORK AT COLUMN.

CONCRETE DELAMINATION OR SPALL REPAIR (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 55 SQUARE FEET

SEE APPLICABLE DETAILS ON S500 AND S501

TRANSVERSE BEAM CRACK EPOXY INJECTION REPAIRS

(PHASE 3B)

(# = QUANTITY OF IDENTIFIED CRACKS)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 90 LINEAR FEET

SEE SPECIFICATION SECTION 03 01 38 EPOXY INJECTION

GROUTING FOR REQUIREMENTS

BEAM PT GROUT INSPECTION OPENING AND GROUT PORT

LOCATION NEAR END ANCHORAGE (PHASE 4)

TOTAL QUANTITY THIS LEVEL = 23

SEE APPLICABLE DETAILS ON S502

1WALL

(#)7

8 8 8 8 8

(2)

8 8 8 8 8 8

(1) (1)

7 7 7

(1) (1) (1) (1)

(2)

(1)

COL

SEE NOTE 2.

UPPER LEVEL

MIDDLE LEVEL

LOWER LEVEL

MIDDLE LEVEL RCP

LOWER LEVEL RCP

RAMP KEY

7/ 3/

1S (L

M S

H ) C

:\W

W or k\

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TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

WASHINGTON - LOWER

LEVEL REFLECTED CEILING

PLAN

80072

12 28

MSM

JAW

BEP

Value MOUNT RUSHMORE NATIONAL MEMORIAL

328922S107

SCALE

1 WASHINGTON - LOWER LEVEL REFLECTED CEILING PLAN

S107 A

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

18'-0"22'-0"28'-9"28'-9"28'-9"19'-2"28'-9"28'-9"28'-9"22'-0"18'-0"

274'-7"

'-0

-1 1"

'-0

OPEN

PLANTER PLANTER PLANTER PLANTER

LEGEND

NOTES

1. CONCRETE DISTRESS AND WATERPROOFING FEATURES REQUIRING REPAIR ARE

SHOWN GRAPHICALLY FOR GENERAL LOCATION PURPOSES ONLY AND DO NOT

NECESSARILY INDICATE ACTUAL REPAIR SIZE AND SHAPE. CONTRACTOR TO

PERFORM VISUAL REVIEW AND SOUNDING OF CONCRETE SURFACES TO IDENTIFY

FULL EXTENT OF CONCRETE AND WATERPROOFING FEATURES REQUIRING REPAIR

IN ACCORDANCE WITH PROVIDED REPAIR DETAILS.

2. APPLY SILANE SEALER TO ALL DECK AREAS NOT OTHERWISE PROTECTED BY

TRAFFIC-COATING (PHASE 3A). APPLY SILANE SEALER AFTER COMPLETION OF

CONCRETE REPAIRS, CRACK AND JOINT SEALING, AND APPLICATION OF

TRAFFIC-COATING. SEE SPECIFICATION SECTION 07 19 17 SILANE SEALER

APPLICATION REQUIREMENTS.

FD FD

CONCRETE DELAMINATION OR SPALL REPAIR (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 5 SQUARE FEET

SEE APPLICABLE DETAILS ON S500 AND S501

REMOVAL AND REPLACEMENT OF EXISTING TRAFFIC-COATING

(@ STAIRS - PHASE 1A, ELSEWHERE - PHASE 1B)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 5,600 SQUARE FEET

SEE APPLICABLE DETAILS ON S504

ROUT AND SEAL CRACK REPAIR (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 390 LINEAR FEET

SEE DETAIL 1/S504

REMOVAL AND REPLACEMENT OF EXISTING CRACK SEALANTS

(PHASE 1B)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 1,680 LINEAR FEET

SEE DETAIL 1/S504 OR 2/S504 AS APPLICABLE

REMOVAL AND REPLACEMENT OF EXISTING JOINT SEALANTS

(PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 1,420 LINEAR FEET

SEE DETAIL 1/S504 OR 3/S504 AS APPLICABLE

EXPANSION JOINT REPLACEMENT (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 95 LINEAR FEET

SEE APPLICABLE DETAILS ON S505

BEAM PT GROUT INSPECTION OPENING AND GROUT PORT

LOCATION NEAR HIGH POINTS (PHASE 4)

TOTAL QUANTITY THIS LEVEL = 44

SEE APPLICABLE DETAILS ON S502

PRECAST CONCRETE SPANDREL PANEL OR PLANTER JOINT

SEALANT REMOVAL AND REPLACEMENT (PHASE 2)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 3,700 LINEAR FEET

SEE DETAIL 3/S504

CONCRETE

ISLAND CURBS

4 4

8 8 8 8 8 8

8 8 8 8 8

8 8 8 8 888

TYP

UPPER LEVEL

MIDDLE LEVEL

LOWER LEVEL

MIDDLE LEVEL RCP

LOWER LEVEL RCP

RAMP KEY

PHASE 1A

7/ 3/

1S (L

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TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

WASHINGTON - MIDDLE

LEVEL PLAN

80072

13 28

MSM

JAW

BEP

Value MOUNT RUSHMORE NATIONAL MEMORIAL

328922S108

SCALE

1 WASHINGTON - MIDDLE LEVEL PLAN

S108 A

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

18'-0"22'-0"28'-9"28'-9"28'-9"19'-2"28'-9"28'-9"28'-9"22'-0"18'-0"

274'-7"

'-0

-1 1"

OPEN

PLANTER PLANTER PLANTER PLANTER

LEGEND

NOTES

1. CONCRETE DISTRESS AND WATERPROOFING FEATURES REQUIRING REPAIR ARE

SHOWN GRAPHICALLY FOR GENERAL LOCATION PURPOSES ONLY AND DO NOT

NECESSARILY INDICATE ACTUAL REPAIR SIZE AND SHAPE. CONTRACTOR TO

PERFORM VISUAL REVIEW AND SOUNDING OF CONCRETE SURFACES TO IDENTIFY

FULL EXTENT OF CONCRETE AND WATERPROOFING FEATURES REQUIRING REPAIR

IN ACCORDANCE WITH PROVIDED REPAIR DETAILS.

2. CONCRETE COLUMN REPAIRS GREATER THAN 2 SQUARE FEET IN AREA OR THAT

EXTEND DEEPER THAN 3 4" BEHIND THE VERTICAL REINFORCEMENT SHOULD BE

REVIEWED TO DETERMINE IF SHORING IS REQUIRED. REVIEW COLUMN REPAIRS

WITH CONTRACTING OFFICER TO DETERMINE IF SHORING IS NEEDED BEFORE

PERFORMING REPAIR WORK.

CONCRETE DELAMINATION OR SPALL REPAIR (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 30 SQUARE FEET

SEE APPLICABLE DETAILS ON S500 AND S501

TRANSVERSE BEAM CRACK EPOXY INJECTION REPAIRS

(PHASE 3B)

(# = QUANTITY OF IDENTIFIED CRACKS)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 800 LINEAR FEET

SEE SPECIFICATION SECTION 03 01 38 EPOXY INJECTION

GROUTING FOR REQUIREMENTS

BEAM PT GROUT INSPECTION OPENING AND GROUT PORT

LOCATION NEAR END ANCHORAGE (PHASE 4)

TOTAL QUANTITY THIS LEVEL = 23

SEE APPLICABLE DETAILS ON S502

1WALL

1BM

1 WALL

1 COL (#)7

8 8 8 8 8 8

(2)(2)

(1)

(6)(6)

(6)

(4)(6)

(4)(5)

(6)(5)

(1)

(2)

(3) (4) (4)

(3) (3)

(2) (4)

(4)

8 8 8 8 88

(12) (1)

7 7

(2)(3)

SEE NOTE 2.

UPPER LEVEL

MIDDLE LEVEL

LOWER LEVEL

MIDDLE LEVEL RCP

LOWER LEVEL RCP

RAMP KEY

7/ 3/

1S (L

M S

H ) C

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TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

WASHINGTON - MIDDLE

LEVEL REFLECTED CEILING

PLAN

80072

14 28

MSM

JAW

BEP

Value MOUNT RUSHMORE NATIONAL MEMORIAL

328922S109

SCALE

1 WASHINGTON - MIDDLE LEVEL REFLECTED CEILING PLAN

S109 A

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

18'-0"22'-0"28'-9"28'-9"28'-9"19'-2"28'-9"28'-9"28'-9"22'-0"18'-0"

274'-7"

'-0

-1 1"

OPEN

PLANTER PLANTER PLANTER PLANTER

LEGEND

NOTES

1. CONCRETE DISTRESS AND WATERPROOFING FEATURES REQUIRING REPAIR ARE

SHOWN GRAPHICALLY FOR GENERAL LOCATION PURPOSES ONLY AND DO NOT

NECESSARILY INDICATE ACTUAL REPAIR SIZE AND SHAPE. CONTRACTOR TO

PERFORM VISUAL REVIEW AND SOUNDING OF CONCRETE SURFACES TO IDENTIFY

FULL EXTENT OF CONCRETE AND WATERPROOFING FEATURES REQUIRING REPAIR

IN ACCORDANCE WITH PROVIDED REPAIR DETAILS.

2. APPLY SILANE SEALER TO ALL DECK AREAS NOT OTHERWISE PROTECTED BY

TRAFFIC-COATING (PHASE 3A). APPLY SILANE SEALER AFTER COMPLETION OF

CONCRETE REPAIRS, CRACK AND JOINT SEALING, AND APPLICATION OF

TRAFFIC-COATING. SEE SPECIFICATION SECTION 07 19 17 SILANE SEALER

APPLICATION REQUIREMENTS. APPLY ALSO TO GROUT BASE BELOW STEEL

COLUMNS FOR SOLAR ARRAY.

FDFD

FD FD

CONCRETE DELAMINATION OR SPALL REPAIR (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 70 SQUARE FEET

SEE APPLICABLE DETAILS ON S500 AND S501

REMOVAL AND REPLACEMENT OF EXISTING TRAFFIC-COATING

(@ STAIRS - PHASE 1A, ELSEWHERE - PHASE 1B)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 5,300 SQUARE FEET

SEE APPLICABLE DETAILS ON S504

ROUT AND SEAL CRACK REPAIR (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 310 LINEAR FEET

SEE DETAIL 1/S504

REMOVAL AND REPLACEMENT OF EXISTING CRACK SEALANTS

(PHASE 1B)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 2,560 LINEAR FEET

SEE DETAIL 1/S504 OR 2/S504 AS APPLICABLE

REMOVAL AND REPLACEMENT OF EXISTING JOINT SEALANTS

(PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 970 LINEAR FEET

SEE DETAIL 1/S504 OR 3/S504 AS APPLICABLE

EXPANSION JOINT REPLACEMENT (PHASE 1A)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 50 LINEAR FEET

SEE APPLICABLE DETAILS ON S505

BEAM PT GROUT INSPECTION OPENING AND GROUT PORT

LOCATION NEAR HIGH POINTS (PHASE 4)

TOTAL QUANTITY THIS LEVEL = 32

SEE APPLICABLE DETAILS ON S502

PRECAST CONCRETE SPANDREL PANEL OR PLANTER JOINT

SEALANT REMOVAL AND REPLACEMENT (PHASE 2)

TOTAL ESTIMATED QUANTITY THIS LEVEL = 6,500 LINEAR FEET

SEE DETAIL 3/S504

2 2

8 8 8 8

8 8

UPPER LEVEL

MIDDLE LEVEL

LOWER LEVEL

MIDDLE LEVEL RCP

LOWER LEVEL RCP

RAMP KEY

9 TYP

PHASE 1A

7/ 3/

1S (L

M S

H ) C

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TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

WASHINGTON - UPPER

LEVEL PLAN

80072

15 28

MSM

JAW

BEP

Value MOUNT RUSHMORE NATIONAL MEMORIAL

328922S110

SCALE

1 WASHINGTON - UPPER LEVEL PLAN

S110 A

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A

MIN.

2" M

MIN.

2" M

PREFERRED CONFIGURATION

MIN.

2" M

MIN.

2" M

ACCEPTABLE CONFIGURATION UNACCEPTABLE CONFIGURATION

APPROXIMATE EXTENT OF

DELAMINATED/SPALLED

CONCRETE, TYP.

EXTENT OF CONCRETE

REMOVAL, TYP.

2" M

APPROXIMATE EXTENT OF

DELAMINATED/SPALLED

CONCRETE, TYP.

EXTENT OF

CONCRETE

REMOVAL, TYP.

3/4" CLR. MIN.

EXISTING CONCRETE SLAB

REMOVE UNSOUND AND SOUND CONCRETE

FROM AREA IDENTIFIED FOR REPAIR AND

RESTORE SECTION USING TOPSIDE FORM

AND POUR PLACEMENT WITH SPECIALTY

SELF-CONSOLIDATING CONCRETE,

UNDERSIDE FORM AND PUMP PLACEMENT,

OR SHOTCRETE APPLICATION.

NOTES:

THESE NOTES SHALL APPLY TO ALL CONCRETE SLAB REPAIR WORK. THESE NOTES SERVE TO SUPPLEMENT THE TECHNICAL SPECIFICATION SECTIONS FOR THIS WORK.

REFERENCE THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

1. CONTRACTOR SHALL NOT DAMAGE EXISTING PT DUCTS AND TENDONS. LOCATE TENDONS AND CHIP TO EXPOSE TENDON DUCTS BEFORE SAWCUTTING. DAMAGED TENDONS

AND DUCTS RESULTING FROM WORK SHALL BE REPAIRED AT NO COST TO NPS.

2. ALLOW INSPECTION OF EXPOSED DUCTS OR TENDONS BY CONTRACTING OFFICER FOLLOWING CONCRETE REMOVAL PRIOR TO PROCEEDING WITH ADDITIONAL WORK.

3. WHERE DAMAGE TO DUCT IS EXPOSED AT REPAIR AREAS, REPAIR TO PROVIDE WATERPROOF CONDITION. SUBMIT REPAIR PROCEDURE AND MATERIALS TO CONTRACTING

OFFICER FOR REVIEW AND APPROVAL.

4. NOTIFY CONTRACTING OFFICER IF AREA OF CONCRETE REMOVAL IS GREATER THAN 50 SF. INSTALL SHORING IF RECOMMENDED BY CONTRACTING OFFICER.

5. NOTIFY CONTRACTING OFFICER IF EXISTING REINFORCEMENT IS DAMAGED OR EXHIBITS MORE THAN 10% SECTION LOSS FROM CORROSION (SEE 2/S501) AND AWAIT

DIRECTION FOR REPAIR. IF DIRECTED BY CONTRACTING OFFICER, INSTALL SUPPLEMENTAL REINFORCING DOWELS PER DETAIL 5/S501 AND SPLICE ALL SUPPLEMENTAL

REINFORCING BARS TO EXISTING BARS PER DETAIL 3/S501.

6. INSTALL NEW STAINLESS STEEL THREADED RODS SO THAT THEY ARE NOT IN CONTACT WITH EXISTING MILD STEEL TO AVOID POTENTIAL DISSIMILAR METALS CORROSION.

PREPARE CONCRETE SURFACES TO

MEET ICRI CSP 7 OR GREATER AND

AIR BLAST CLEAN

EXISTING REINFORCING BARS TO REMAIN (TYP).

CLEAN TO REMOVE CORROSION PRODUCT AND

PAINT WITH TWO COATS OF CORROSION-INHIBITING

COATING WHERE EXPOSED.

EXISTING PT DUCT AND TENDONS. SEE NOTES 1-3 BELOW.

SAW CUT 1/2" DEEP AROUND PERIMETER

OF REPAIR AREA (TYP). SEE NOTE.

INSTALL DOWELS PER DETAIL 5/S501 INTO SOUND

EXISTING CONCRETE, TYP. USE 14" SST THREADED ROD

OR #3 BAR FOR DOWEL. SPACE AT 12" MAXIMUM IN

ORTHOGONAL DIRECTIONS. NOTIFY CONTRACTING

OFFICER IF REPAIR DEPTH DOES NOT PERMIT MINIMUM

EMBEDMENT DEPTH OF DOWELS AND AWAIT DIRECTION.

3" MIN. DIA. CORE HOLE FOR TOPSIDE FORM

AND POUR CONCRETE PLACEMENT, (TYP).

MINIMUM TWO HOLES OR AS NECESSARY

FOR VENTING AND CONSOLIDATION OF

CONCRETE. LOCATE HOLES TO AVOID

CUTTING EXISTING REINFORCEMENT AND PT

DUCTS/TENDONS.

SAW CUT 1/2" DEEP

AROUND PERIMETER

OF REPAIR AREA

(TYP). SEE NOTES.

EXISTING CONCRETE SLAB

FULL DEPTH REMOVAL MAY

BE REQUIRED AT SOME LOCATIONS.

REFER TO DETAIL 1/S501.

NOTE:

1. SEE NOTES ON DETAIL 2/S500.

PREPARE CONCRETE SURFACES

TO MEET ICRI CSP 7 OR

GREATER AND AIR BLAST CLEAN.

3/4" CLR. MIN.

1" CLR.

MIN. (TYP)

REMOVE UNSOUND AND SOUND CONCRETE FROM AREA

IDENTIFIED FOR REPAIR AND CAST NEW STRUCTURAL

CONCRETE TO RESTORE CROSS-SECTION

EXISTING REINFORCING BARS TO REMAIN (TYP).

CLEAN TO REMOVE CORROSION PRODUCT AND

PAINT WITH TWO COATS OF CORROSION-INHIBITING

COATING WHERE EXPOSED.

EXISTING PT DUCT AND TENDONS,

SEE NOTES 1-3 FROM DETAIL 2/S500.

SEAL PERIMETER

OF REPAIR AREA

PER DETAIL 1/S504

9/ 6/

(L M

C H

) C :\W

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TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CONCRETE REPAIR

DETAILS

80072

16 28

MSM

JAW

BEP

Value MOUNT RUSHMORE NATIONAL MEMORIAL

328922S500

SCALE

2 TYPICAL UNDERSIDE (SOFFIT) PARTIAL-DEPTH REPAIRS TO SLAB (PHASE 1A)

S500 A

SCALE

3 TYPICAL TOPSIDE PARTIAL-DEPTH REPAIRS TO SLAB (PHASE 1A)

S500 A

SCALE

1 GENERAL GUIDANCE ON CONFIGURATION OF CONCRETE REMOVAL FOR REPAIRS (PHASE 1A)

S500 N.T.S.

AutoCAD SHX Text

SCALE OF INCHES

AutoCAD SHX Text

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text A

SCALE

SEAL PERIMETER OF REPAIR

AREA PER DETAIL 1/S504 (TYP)

SAW CUT 12" DEEP AROUND

PERIMETER OF REPAIR AREA (TYP.)

SEE NOTE.

1" CLR.

MIN. (TYP)

3/4" CLR. MIN. EXISTING CONCRETE SLAB

REMOVE UNSOUND AND SOUND

CONCRETE FROM AREA IDENTIFIED

FOR REPAIR AND CAST NEW

STRUCTURAL CONCRETE TO

RESTORE CROSS-SECTION

TAPER EDGES AT 1:1 SLOPE INTO

FULL-DEPTH REPAIR OPENING,

UNLESS DIRECTED OTHERWISE BY

CONTRACTING OFFICER. PREPARE

CONCRETE SURFACES TO MEET ICRI

CSP-7, WITH ABRASIVE BLASTING

AND AIR BLASTING TO CLEAN

SURFACE.

SAW CUT 1/2" DEEP AROUND PERIMETER

OF REPAIR AREA (TYP). SEE NOTE.

INSTALL #3 DOWELS PER DETAIL 5/S501

INTO SOUND EXISTING CONCRETE AND

SPACE AT 1'-6" AROUND PERIMETER OF

REPAIR (TYP.) OR AS OTHERWISE DIRECTED

BY CONTRACTING OFFICER.

NOTE:

1. SEE NOTES ON DETAIL 2/S500.

EXISTING REINFORCING BARS TO REMAIN

(TYP). CLEAN TO REMOVE CORROSION

PRODUCT, AND PAINT WITH TWO COATS

OF CORROSION-INHIBITING COATING

WHERE EXPOSED.

EXISTING PT DUCT AND TENDONS,

LOCATION IN SLAB VARIES, SEE NOTE.

INSTALL FORMWORK PER

SPECIFICATION SECTION 03 01 34

SEE TABLE

DOWEL SIZE DOWEL DIAMETER

MINIMUM EMBEDMENT

LENGTH4

f 'c = 4,000

1/4" 1/4" 3 1/2"

#3 3/8" 5"

#4 1/2" 6 1/2"

#5 5/8" 8"

#6 3/4" 9 1/2"

#7 7/8" 11"

#8 1" 13"

#9 1 1/8" 16"

DOWEL EMBEDMENT DEPTH TABLE

NOTES:

1. TABLES ARE BASED ON ACI 318-19

2. FOLLOW ICC-ESR AND MANUFACTURER INSTRUCTIONS FOR DRILLED

HOLE DIAMETER.

3. EMBEDMENT LENGTHS SHOWN ON…

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File details come from the government source that posted it. Updated Jun 13, 2025.