B08_Solicitation_(Attachment_2_-_Drawings).pdf

FORT SMITH

MEMPHIS

TOLEDO

ST. LOUIS

KANSAS CITY

DULUTH

CLEVELAND

CINCINNATI

MILWAUKEE

ST. PAUL

DAYTON

DETROIT

AKRONFORT WAYNE

CHICAGO

SIOUX FALLS

ROCHESTER

GREEN BAY

OKLAHOMA CITY

ST. LOUIS

OMAHA

SPRINGFIELD

PEORIA

Agate Fossil Beds

NM

Arkansas Post

NMEN

Badlands

NP

Brown v. Board of Education

NHS

Buffalo

NR

Effigy Mounds

NM

Fort Larned

NHS

Fort Scott

NHS

Fort Smith

NHS

Fort Union Nat. Trading Post

NHS

George Washington Carver

NM

Harry S Truman

NHS

Herbert Hoover

NHS

Homestead NM of America

Hot Springs

NP

Jefferson

NEM

Jewel Cave

NM

Knife River Indian Villages

NHS

Missouri

NRR

Mount Rushmore

NMEM

Niobrara

NSR

Ozark

NSR

Pea Ridge

NMP

Pipestone

NM

Scotts Bluff

NM

Theodore Roosevelt

NP

Ulysses S Grant

NHS

Wilson's Creek

NB

Wind Cave

NP

William Clinton

NHS

Apostle Islands

NL

Cuyahoga Valley

NRA

Dayton Aviation Heritage

NHP

George Rogers Clark

NHP

Grand Portage

NM

Hopewell Culture

NHP

Indiana Dunes

NL

Isle Royale

NP

James A Garfield

NHS

Keweenaw

NHP

Lincoln Boyhood

NMEM

Mississippi

NRRA

Perry's Victory

IPM

Pictured Rocks

NL

Saint Croix

NSR

Sleeping Bear Dunes

NL

Voyageurs

NP

William Howard Taft

NHS

ROCK

LITTLE

ARKANSAS

OKLAHOMA

MISSISSIPPILOUISANA

WEST

VIRGINIA

PENNSYLVANIA

NEBRASKA

KANSAS

IOWA

MISSOURI

OHIO

MICHIGAN

WISCONSIN

MINNESOTA

INDIANALINCOLN

TOPEKA

JEFFERSON CITY

INDIANAPOLIS

COLUMBUS

LANSING

MADISON

DES

MOINES

BISMARCK

NORTH

DAKOTA

SOUTH

DAKOTA

PIERRE

ILLINOIS

SPRINGFIELD

MINNEAPOLIS

OKLAHOMA

TENNESEE

KENTUCKY

COLORADO

WYOMING

MONTANA

SASKATCHEWAN

MANITOBA

ONTARIO

ONTARIO

CHEYENNE

DENVER

PROJECT OVERVIEW

THE PROJECT SCOPE ENTAILS THE DESIGN OF REPAIRS AND CONSTRUCTION REQUIRED FOR FOUNDATION STABILIZATION ALONG WITH THE REHABILITATION, AND WHERE REQUIRED, REPLACEMENT OF THE HVAC SYSTEM AND ASSOCIATED ELECTRICAL AND PLUMBING COMPONENTS TO ADDRESS INTERIOR CONDITIONING.

THE CIVIL SCOPE OF WORK ADDRESSES THE SITE IMMEDIATELY SURROUNDING THE BUILDING FOR IMPROVED DRAINAGE. PROPOSED WORK TO BE CONDUCTED WILL REQUIRE THE EXISTING LANDSCAPING AND PLANTING

MATERIALS TO BE TEMPORARILY REMOVED. NPS STAFF WILL COMPLETE THIS WORK PRIOR TO

CONSTRUCTION.

THE ARCHITECTURAL SCOPE OF WORK ADDRESSES EXTERIOR AND INTERIOR MATERIALS IMPACTED BY THE STRUCTURAL AND MECHANICAL SCOPE AND TO ENSURE A WATERTIGHT ENCLOSURE AT THE FOUNDATIONS.

MASONRY REPOINTING WILL BE REQUIRED AT THE INTERIOR OF THE BASEMENT FOR THE STONE FOUNDATION, AS WELL AS AT THE EXTERIOR FOUNDATION WALLS (BRICK AND STONE) EXPOSED FOR REPAIRS, AND AT THE ATTIC INTERIOR CHIMNEYS. NEW CHIMNEY CAPS WILL BE INSTALLED. MINOR WOOD TRIM AND SIDING DUTCHMAN REPAIRS WILL BE REQUIRED TO ACCOMMODATE THE FOUNDATION REPAIRS WITH THE EXISTING SKIRT BOARD BEING TEMPORARILY REMOVED, SALVAGED AND REINSTALLED.

THE STRUCTURAL SCOPE OF WORK ADDRESSES THE FOUNDATIONS AND FOOTINGS OF THE BUILDING TO CORRECT AND MINIMIZE KNOWN MOVEMENT ISSUES. FOUNDATION REPAIRS ARE REQUIRED AT THE WESTERN SECTION OF THE HOME WHERE EXISTING BRICK FOUNDATIONS ARE EXHIBITING SIGNS OF DISTRESS, AT THE CENTER STONE FOUNDATIONS, AT THE KITCHEN EAST WING PIERS, AND AT THE NORTH WINDOW WELL WHICH IS TO BE RECONSTRUCTED. WATERPROOFING AT THE FOUNDATION WALLS ALONG WITH IMPROVEMENTS TO THE SURROUNDING SITE AND WATER DRAINAGE AWAY FROM THE STRUCTURE ARE TO BE ADDRESSED.

ASSOCIATED MECHANICAL, ELECTRICAL, AND PLUMBING WORK REQUIRED FOR A COMPLETE AND USABLE SYSTEM. IMPROVEMENTS TO THE BUILDING ENVELOPE TO STABILIZE EXISTING MATERIAL FINISHES, AND IMPROVEMENTS TO THE EXISTING MECHANICAL SYSTEMS TO ADDRESS HIGH HUMIDITY LEVELS AND POOR AIR CIRCULATION ARE TO BE ADDRESSED. IMPROVEMENTS INCLUDE ADDITION OF A VAPOR BARRIER AT THE CRAWL SPACE, ADDITION OF INSULATION AT THE CRAWL SPACE DUCTWORK, AND IMPROVED ACCESS TO THE

CRAWLSPACE. IMPROVED ACCESS TO THE ATTIC WILL BE COMPLETED.SITE AERIAL

N.T.S.

VICINITY PLAN

N.T.S.

MIDWEST REGIONAL PLAN

N.T.S.

TRUMAN FARM HOME

PROJECT SITE

BLU

E RIDGE BLV

D.

I-4

/ U S-

HARRY S TRUMAN DRIVE

G R

AN

D

VI

EW

R D

E. 119TH ST.

G R

AN

D

VI

EW

R D

BL

U

E R

ID

G

E

BL

VD

TRUMAN FARM HOME

PROJECT SITE

GRANDVIEW, MO

TF01

TF02

TF03

TRUMAN FARM HOME

PROJECT SITE

TF07

TF08

TF05

RE: ARCHITECTURAL SITE PLAN

TITLE OF PROJECT DRAWING NO.

PMIS/PKG NO.

SHEET

OF

HARRY S TRUMAN NATIONAL HISTORIC SITE

80036

239217

REPAIR FOUNDATIONS TRUMAN FARM HOMECD - FINAL

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER REGION

MIDWEST

COUNTY

JACKSON

STATE

MISSOURI

CONSTRUCTION DOCUMENTS - FINAL

REPAIR FOUNDATIONS TRUMAN FARM HOME

HARRY S TRUMAN

NATIONAL HISTORIC SITE

12301 BLUE RIDGE BOULEVARD

GRANDVIEW, MISSOURI 64030

LOCATION WITHIN PARK

TRUMAN FARM HOME

NAME OF PARK

APPROVED

PARK SUPERVISOR DATE

REVIEWED

TITLE DATE

REVIEWED

TITLE DATE

A/E FIRMS

PRIME / ARCHITECT:

STRATA ARCHITECTURE

1701 OAK STREET, SUITE 100

KANSAS CITY, MO

STRUCTURAL ENGINEER:

SILMAN COMPANY

707 WILSHIRE BLVD, STE 4900

LOS ANGELES, CA

MEP ENGINEERING:

HENDERSON ENGINEERS

8345 LENEXA DRIVE, STE 300

LENEXA, KS

CIVIL ENGINEER:

AFFINIS CORP

8900 INDIAN CREEK PKWY,

STE 450

OVERLAND PARK, KS

SURVEYOR:

AFFINIS CORP

8900 INDIAN CREEK PKWY,

STE 450

OVERLAND PARK, KS

602/ 2/

:4

1:

P M

A100 BASEMENT FLOOR PLAN

A101 FIRST FLOOR PLAN

A102 SECOND FLOOR PLAN

A103 ATTIC PLAN

A104 ROOF PLAN

A150 BASEMENT REFLECTED CEILING

PLAN

A151 FIRST FLOOR REFLECTED CEILING

PLAN

A152 SECOND FLOOR REFLECTED CEILING

PLAN

A200 EXTERIOR ELEVATION - EAST

A201 EXTERIOR ELEVATION - SOUTH

A202 EXTERIOR ELEVATION - WEST

A203 EXTERIOR ELEVATION - NORTH

A300 BUILDING SECTION NORTH-SOUTH

A301 BUILDING SECTION EAST-WEST

A302 BUILDING SECTION NORTH -SOUTH

AT BEDROOM

A303 BUILDING SECTION NORTH-SOUTH AT

KITCHEN

A304 WALL SECTIONS

A401 VERTICAL CIRCULATION

Sheet Index

Architectural

AD100 BASEMENT DEMOLITION PLAN

AD101 FIRST FLOOR DEMOLITION PLAN

AD102 SECOND FLOOR DEMOLITION PLAN

AD103 ATTIC DEMOLITION PLAN

General

G001 COVER SHEET

G002 STANDARDS, SYMBOLS, & LEGENDS

G003 ARCHITECTURAL SITE PLAN

V001 2011 SITE SURVEY - FOR

INFORMATION ONLY

Civil

C100 SURVEY PLAN

C101 LEGEND, ABBREVIATIONS, &

GENERAL NOTES

C102 SITE DEMOLITION PLAN

C103 SITE PLAN DRAINAGE

C104 SITE PLAN GRADING

C105 STANDARD DETAILS

C106 STANDARD DETAILS

Structural

S001 GENERAL STRUCTURAL NOTES

S002 DESIGN PARAMETERS, LEGEND,

ABBREVIATIONS

S101 FOUNDATION AND BASEMENT PLAN

S102 FIRST FLOOR PLAN

S103 SECOND FLOOR PLAN

S104 ATTIC FLOOR PLAN

S105 ROOF PLAN

S501 TYPICAL DETAILS

S502 TYPICAL DETAILS

MD100 HVAC BASEMENT DEMO PLAN

MD101 HVAC FIRST FLOOR DEMO PLAN

MD102 HVAC SECOND FLOOR DEMO PLAN

MD200 PIPING BASEMENT DEMO PLAN

Mechanical and Plumbing

M000 MECHANICAL LEGEND

E100 ELECTRICAL BASEMENT PLAN

E300 ELECTRICAL ONE-LINE DIAGRAM &

SCHEDULES

Electrical

E000 ELECTRICAL LEGEND

ED100 ELECTRICAL BASEMENT DEMO PLAN

P000 PLUMBING LEGEND

P100 PLUMBING BASEMENT PLAN

P300 PLUMBING DETAILS AND SCHEDULES

M100 HVAC BASEMENT PLAN

M101 HVAC FIRST FLOOR PLAN

M102 HVAC SECOND FLOOR PLAN

M200 PIPING BASEMENT PLAN

M300 MECHANICAL SCHEDULES

M400 MECHANICAL DETAILS

102/01/2024

MATERIALS LEGEND

CIP CONCRETE

PC CONCRETE

BOARD INSULATION

BATT INSULATION

CMU

STEEL

ALUMINUM

WOOD FINISH/TRIM

MASONRY VENEER

GRAVEL

SAND

GYPSUM BOARD

PLYWOOD

EARTH/ GENERIC FILL

ROOF INSULATION

BLOWN-IN INSULATION

METAL STUD

WOOD STUD

CONTINUOUS WOOD BLOCKING /

WOOD SHIM / SPACER

WOOD BOARD

ABA ARCHITECTURAL BARRIERS ACT

ACC ACCESSIBLE/ACCESSIBILITY

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECTURAL

AWP ACOUSTICAL WALL PANEL

BCMU BURNISHED CONCRETE MASONRY UNIT

BCS BABY CHANGING STATION

BD BOARD

BLKG BLOCKING

BO BOTTOM OF

BRNG BEARING

CC CENTER TO CENTER

CCD COILING COUNTER DOOR

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

DBL DOUBLE

DEG DEGREE

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DTL DETAIL

DW DISHWASHER

DWG DRAWING

EA EACH

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXG EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FND FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FLR FLOOR

FLRG FLOORING

FT FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GCMU GLAZED CONCRETE MASONRY UNIT

GSF GROSS SQUARE FOOT

GWB GYPSUM WALLBOARD

HGT HEIGHT

HDWE HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

IN INCH

INSUL INSULATION

INT INTERIOR

JB JUNCTION BOX

KIT KITCHEN

L LENGTH

LAV LAVATORY

LAM LAMINATE

LF LINEAR FOOT

LCKR LOCKER

LSC LIFE SAFETY CODE

MAX MAXIMUM

MBD MARKER BOARD

MBH MOP AND BROOM HOLDER

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MFRG MANUFACTURING

MIN MINIMUM

MIR MIRROR

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

OCG OVERHEAD COILING GRILLE

OHD OVERHEAD DOOR

ORD OVERFLOW ROOF DRAIN

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OPNG OPENING

OSD OVERHEAD SECTIONAL DOOR

PT PAINT

PC PRECAST

PCT PORCELAIN CERAMIC TILE

PERP PERPENDICULAR

PL PLATE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANELING

PORC PORCELAIN

PTD PAPER TOWEL DISPENSER

PTD/R COMBINATION TOWEL DISPENSER/RECEPTACLE

ABBREVIATIONS

QT QUARRY TILE

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RECS RECOMMENDATIONS

RECPT RECEPTACLE

REF REFERENCE

REQD REQUIRED

RES RESILIENT

RF RUBBER/RESILIENT FLOOR

RM ROOM

RO ROUGH OPENING

SCD TOILET SEAT COVER DISPENSER

SD SOAP DISPENSER

SF SQUARE FOOT

SFCMU SPLIT-FACED CONCRETE MASONRY UNIT

SHWR SHOWER

SIM SIMILAR

SND SANITARY NAPKIN DISPOSAL

SNV SANITARY NAPKIN VENDOR

SOG SLAB ON GRADE

SPEC SPECIFICATIONS

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STRCT STRUCTURE

STRUCT STRUCTURAL

TG TONGUE & GROOVE

TB TOWEL BAR

TBD TACK BOARD

TERR TERRAZZO

TH TOWEL HOOK

THK THICK(NESS)

TO TOP OF

TTD TOILET TISSUE DISPENSER

TW TACK WALL

TYP TYPICAL

UNEX UNEXCAVATED

UNO UNLESS NOTED OTHERWISE

UTS UTILITY SHELF

UTIL UTILITY

VAR VARIES

VB VINYL BASE

VCT VINYL COMPOSITION TILE

WD WOOD

WDW WINDOW

WR WASTE RECEPTACLE

SYMBOLS LEGEND

STRUCTURAL/COLUMN GRID

ELEVATION HEIGHT TAG

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION CALLOUT

DETAIL CALLOUT

ROOM TAG

DOOR TAG

WALL TYPE

WINDOW TYPE

CEILING HEIGHT

KEYED NOTE

SPOT ELEVATION

EXISTING DOOR

NEW DOOR

ABA 3'-0" CLEAR PATH

1i

A101

SIM

1i 1t

Room name

A101

SIM

A101

1 Ref

R ef

1 Ref

R ef

Name Elevation

A101

0'-0"

Ref

1R ef 1 R ef

Ref

TRUE NORTH

PROJECT

NORTH

NORTH ARROW

10' - 6 1/2"

BL

D

G

DEMOLITION PLAN LEGEND

DEMOLISHED MATERIAL

EXISTING MATERIAL - TO

REMAIN

DEMOLISHED ITEM

NEW PLAN LEGEND

EXISTING MATERIAL

NEW MATERIAL

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

a.

b.

c.

L.

M.

N.

O.

RE: DIVISION 1 GENERAL REQUIREMENTS FOR CONTRACTOR

REQUIRED ARCHEOLOGICAL COORDINATION

THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS

AND WORK IN PLACE, LAYOUT ALL NEW WALLS AND

PARTITIONS TO CONFIRM LOCATIONS, VERIFY DIMENSIONS,

LOCATE EXISTING UTILITIES AND SYSTEMS, AND NOTIFY THE

CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO

BEGINNING CONSTRUCTION.

THE CONTRACTOR SHALL INCLUDE ALL ITEMS, MATERIAL,

LABOR, AND SERVICES NECESSARY FOR THE PROPER

EXECUTION AND COMPLETION OF THE INTENDED WORK.

GENERAL CONTRACTOR IS SOLELY AND COMPLETELY

RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE JOB

SITE WORK SAFETY CODES AND REGULATIONS INCLUDING

SAFETY OF PERSONS AND PROPERTY.

GENERAL CONTRACTOR IS TO OBTAIN ALL REQUIRED

PERMITS AND APPROVALS FOR ALL APPLICABLE

JURISDICTIONAL ENTITIES FOR EACH PHASE OF THE WORK

PRIOR TO PROCEEDING.

GENERAL CONTRACTOR IS RESPONSIBLE FOR THE WORK OF

ALL SUBCONTRACTORS.

GENERAL CONTRACTOR IS RESPONSIBLE FOR

COORDINATION OF ALL ELEMENTS OF THE CONSTRUCTION

INCLUDING BUT NOT LIMITED TO ELECTRICAL, MECHANICAL,

PLUMBING, FIRE PROTECTION, AND STRUCTURAL ELEMENTS.

THE CONTRACTING OFFICER IS TO BE NOTIFIED IMMEDIATELY

OF ANY DISCREPANCIES WITH THE PROJECT DOCUMENTS.

THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS

SHALL BE LICENSED AND INSURED TO PERFORM WORK, AS

REQUIRED BY THE LOCAL AND STATE AUTHORITIES.

ALL DEMOLITION DEBRIS SHALL BE TAKEN TO A LICENSED

LANDFILL WITH WRITTEN PROOF PROVIDED TO THE

CONTRACTING OFFICER. PLACEMENT OF TRASH DUMPSTER

FOR CONSTRUCTION DEBRIS MUST BE COORDINATED WITH

THE CONTRACTING OFFICER IF NOT SPECIFICALLY LOCATED

ON SITE PLAN DRAWINGS. DUMPSTER SHALL NOT BLOCK

ENTRANCES, STAIRS OR OTHERWISE ENCROACH ON THE

PUBLIC RIGHT-OF-WAY.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

CLEANING ALL INTERIOR AND EXTERIOR SURFACES

IMPACTED BY THE DEFINED SCOPE OF WORK TO THE

CONTRACTING OFFICER'S SATISFACTION, INCLUDING THE

INTERIOR AND EXTERIOR OF GLASS SURFACES, PRIOR TO

PROJECT COMPLETION. THE GENERAL CONTRACTOR, SHALL

REMOVE ALL TRASH, CONSTRUCTION DEBRIS, MATERIALS

AND TOOLS. FINAL CLEANUP SHALL CONSIST OF THE

FOLLOWING:

CLEAN SPACES OF ALL CONSTRUCTION DEBRIS,

MATERIALS AND TOOLS.

CLEAN INTERIOR AND EXTERIOR SURFACES OF

GLASS, OPERABLE DOORS AND FRAMES.

CLEAN ALL FLOORS, WALLS, CEILINGS, WINDOW SILL

AND HORIZONTAL SURFACES IN THE AREA OF THE

ASSOCIATED SCOPE OF WORK.

DO NOT SCALE DRAWINGS FROM DIMENSIONAL

INFORMATION NOT SHOWN. CONSULT WITH THE

CONTRACTING OFFICER.

GENERAL CONTRACTOR SHALL COORDINATE AND INSTALL

DUST PARTITIONS AND/OR ZIP WALLS AS REQUIRED TO

PREVENT THE SPREAD OF CONSTRUCTION DUST INTO THE

EXISTING BUILDING.

COORDINATE THE SHUT DOWN OF ANY EXISTING SERVICES

AND/OR EQUIPMENT WITH THE CONTRACTING OFFICER.

AT EXTERIOR TRIM WORK, ALL WOOD BOARDS DESIGNATED

FOR REMOVAL SHALL BE STORED AND PROTECTED FOR

REINSTALLATION IN ORIGINAL LOCATION AND SHALL BE

DOCUMENTED AND NUMBERED PRIOR TO THEIR REMOVAL,

TYPICAL.

GENERAL NOTES

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFHARRY S TRUMAN NATIONAL HISTORIC SITE

80036

239217

REPAIR FOUNDATIONS TRUMAN FARM HOME

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900 TF01

2/ 2/

:4

1:

P M

G002

STANDARDS, SYMBOLS, &

LEGENDS

HSTR Truman Farm HomeTF, JC

TF, JC

AS, JT, NA

02/02/2024 202/01/2024

UNKNOWN

STRUCTURE

PB

PB

X

TF01

TRUMAN FARM HOME

TF08

PRIVY

TF03

POULTRY HOUSE

TF02

GARAGE

TF07

SMOKEHOUSE

MAINTENANCE SHED

TF05

WELL & CISTERN

38" MAPLE

CONTRIBUTING

HISTORIC LANDSCAPE

ELEMENT

26" MAPLE

CONTRIBUTING

HISTORIC LANDSCAPE

ELEMENT

10" EVERGREEN

CONTRIBUTING

HISTORIC LANDSCAPE

ELEMENT

TF04

HISTORIC STONE

POST ELEMENTS

012 012

X110

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFHARRY S TRUMAN NATIONAL HISTORIC SITE

80036

239217

REPAIR FOUNDATIONS TRUMAN FARM HOME

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900 TF01

2/ 2/

:4

1:

P M

G003

ARCHITECTURAL SITE

PLAN

HSTR Truman Farm HomeTF, JC

TF, JC

AS, JT, NA

02/02/2024

KEYNOTES

010 RE: CIVIL FOR LOCATION LIMITS OF EXCAVATION AND LOCATION FOR ALL STORED SOILS. RE: DIVISION 1

GENERAL REQUIREMENTS FOR CONTRACTOR REQUIRED ARCHEOLOGICAL COORDINATION FOR ALL SOIL

REMOVAL ON SITE. CONTRACTING OFFICE SHALL APPROVE OF ANY REUSE OF SOIL.

011 CONTRACTOR SHALL PROVIDE ACCESS BY NPS ARCHEOLOGIST DURING ALL SOIL REMOVAL ACTIVITIES.

COORDINATE WORK WITH CONTRACTING OFFICER.

012 THE SITE HAS NUMEROUS CONTRIBUTING HISTORIC LANDSCAPE RESOURCES AND FEATURES THAT SHALL BE PROTECTED DURING ALL WORK ACTIVITIES. RE: CIVIL FOR TREE PROTECTION LOCATIONS, WHICH SHALL BE

INSTALLED AT OR BEYOND THE TREE DRIP LINES, TYPICAL.

013 THE SITE HAS NUMEROUS CONTRIBUTING HISTORIC OUTBUILDING RESOURCES THAT SHALL BE PROTECTED DURING ALL WORK ACTIVITIES. INSTALL PROTECTION AROUND ALL BUILDINGS AND BUILT ELEMENTS WHERE ANY WORK SHALL OCCUR IN THEIR PROXIMITY. PROTECTION FENCING SHALL BE A MINIMUM OF 5 ’ FROM THE

ROOF OVERHANG AND/OR BUILT ELEMENT PERIMETER, TYPICAL.

014 RE: CIVIL FOR LIMITS AND ROUTING OF UNDERGROUND PIPING WORK.

015 PROTECT ALL EXISTING HARDSCAPE AREAS DURING ALL WORK ACTIVITIES, TYPICAL.

121 FULLY EXCAVATE AROUND BUILDING PERIMETER PER LIMITS INDICATED ON OTHER PLANS AND CIVIL DWGS

FOR REPAIRS TO STONE AND BRICK FOUNDATION. RE: DIVISION 1 GENERAL REQUIREMENTS FOR

CONTRACTOR REQUIRED ARCHEOLOGICAL COORDINATION.

X110 06 1000 CAREFULLY REMOVE EXISTING WOOD RAMP IN ITS ENTIRETY. INSPECT FOR TERMITE DAMAGE, ROT, OR DETERIORATION. IF DAMAGE IS DISCOVERED, RECONSTRUCT PORTION OF RAMP IN-KIND, ASSUME 20SF.

RE: 01 2700 CONTRACT LINE ITEMS. SALVAGE, PROTECT, AND STORE WOOD RAMP ON-SITE FOR REINSTALLATION. STAKE AND MEASURE PLACEMENT OF SALVAGED RAMP IN ORIGINAL LOCATION AND

CONFIGURATION FOR RELOCATION.

SCALE G003 1" = 20'-0" B

1 Architectural Site Plan

1"=20'-0"

20' 0 20' 40'

SCALE B

A. HISTORIC CONTRIBUTING BUILDINGS AT THE SITE ARE LABELED WITH "TF" (TRUMAN FARM) AND A SUBSEQUENT BUILDING NUMBER. NOT ALL BUILDINGS ON THIS HISTORIC SITE ARE SHOWN IN THE PLAN AREA. REFERENCE TO THE HSR/CLR FOR

MORE INFORMATION.

ARCHITECTURAL SITE PLAN GENERAL NOTES:

302/01/2024

V001

2011 SITE SURVEY

FOR INFORMATION ONLY

CP#1

CP#2

2' LB & CG

CONC

FHWM

CONC

TOP STONE FOUNDATION

EL=1052.69

TOP STONE FOUNDATION

EL=1052.82

TOP STONE FOUNDATION

EL=1052.69

DOOR

EL=1055.61

DOOR

EL=1055.60

LOW SPOT

EL=1052.73

FP

WV

6' HEDGE

46" ELM

WH

POST

SIGN

YL

30" MAPLE

26" MAPLE

24" OAK

PLAQUE

YL

24" ASH 24" ASH

9' BUSH

HAND WELL PUMP

EL=1054.20

EL=1055.26

EL=1055.17

EL=1055.13

EL=1054.03WOOD RAMP

FH

38" WALNUT

3'X3' STONE PILLAR

10" PINE

BOTTOM OF SIDING

EL=1051.83

BOTTOM OF SIDING

EL=1051.90

BOTTOM OF SIDING

EL=1052.93

BOTTOM OF SIDING

EL=1052.87

BOTTOM OF SIDING

EL=1052.74

BOTTOM OF SIDING

EL=1054.25

BOTTOM OF SIDING

EL=1054.22

BOTTOM OF SIDING

EL=1054.32BOTTOM OF SIDING

EL=1054.60

BOTTOM OF SIDING

EL=1054.42BOTTOM OF SIDING

EL=1054.51

BOTTOM OF SIDING

EL=1055.41

BOTTOM OF SIDING

EL=1055.40BOTTOM OF SIDING

EL=1055.36

LP

POST48" WOVEN WIRE

PP POST

2' HB C&G

PP

POST POST

EM

WV

FH

WMRR TIE WALL

PP POST

LP

PP

CPX#2669

CPX#2671

CPX#2672

GEOTHERMAL

PAVEMENT CUT LINES

BOTTOM OF SIDING

EL=1055.58

BOTTOM OF SIDING

EL=1055.70

BOTTOM OF SIDING

EL=1055.47

TOP OF SILL

EL=1056.52

TOP OF DECK

EL=1056.38

TOP OF DECK

EL=1056.12

TOP OF DECK

EL=1056.09

TOP OF DECK

EL=1056.34

TOP OF DECK

EL=1056.07

TOP OF DECK

EL=1056.34

12" ASH

4'

24" ASH

BOTTOM OF SIDING

EL=1055.73

BOTTOM OF SIDING

EL=1055.64

BOTTOM OF SIDING

EL=1055.46 BOTTOM OF SIDING

EL=1055.42

BOTTOM OF SIDING

EL=1051.69

BOTTOM OF SIDING

EL=1051.83

SHEDGARAGE

BOTTOM OF SIDING

EL=1052.70

BOTTOM OF SIDING

EL=1055.46BOTTOM OF SIDING

EL=1055.16

BOTTOM OF SIDING

EL=1054.87

BOTTOM OF SIDING

EL=1054.86

BOTTOM OF SIDING

EL=1054.36

BOTTOM OF SIDING

EL=1054.25

BOTTOM OF SIDING

EL=1054.37

GM

LIGHTNING ROD

TOP WINDOW WELL

EL=1055.04

CHICKEN COOP

POST

28" HACKBERRY

14" HACKBERRY

15" TREE

D

TS

" T

R

EE

(1 1)

POST

CPX#2833

BOTTOM OF SIDING

EL=1052.88

BOTTOM OF SIDING

EL=1052.80

BOTTOM OF SIDING

EL=1052.59

OUTHOUSE

BOTTOM OF SIDING

EL=1052.09

BOTTOM OF SIDING

EL=1052.66

BOTTOM OF SIDING

EL=1052.48

SMOKEHOUSE

10'

10'

STONE PILLAR STONE PILLAR

24" ELM

STONE PILLARS/PIECES

STONE PILLAR

STONE PILLAR ON SIDE

STONE PILLAR ON SIDE

BM#1

X X X X X X X X X X X X X X X X X X X X X X X

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

X

BW

BW

BW

BW

BG

BG

BG

BG

BG

BW

BW

BW

BW

BW

BW

BW

BW BW

ENCLOSEDPORCH

ENCLOSEDPORCH

LP

SW TO THE PARKING

LOT BACK OF CURB

N TO THE SOUTH EDGE

OF A SIDEWALK

NNW TO THE CTR OF

A WATER VALVE

CP#2: SET A 1/2"REBAR W/ A CONTROL POINT CAP

SOUTHWEST OF THE PARKING LOT FOR TRUMAN FARM HOUSE

N=995,803.940 E=2,780,077.782

N TO THE PARKING

LOT BACK OF CURB NE TO THE SOUTHWEST CORNER

OF THE TRUMAN FARM HOUSE

ENE TO THE TOP NUT

OF A FIRE HYDRANT

CP#1: SET A 1/2"REBAR W/ A CONTROL POINT CAP

EAST OF THE PARKING LOT FOR TRUMAN FARM HOUSE

N=995,833.412 E=2,780,229.222

.1

.6

9.6'

2.

3'

5.3

108.9'

BENCHMARK #1:

USED THE TOP CENTER TURN NUT FOR A

FIRE HYDRANT LOCATED IN THE GRASS

MEDIAN OF THE PARKING LOT SOUTH OF

THE TRUMAN FARM HOUSE.

ELEVATION=1055.43'

REFERENCE BEARING:

BEARINGS SHOWN HEREON ARE GRID

BEARINGS BASED ON THE MISSOURI

COORDINATE SYSTEM OF 1983, WEST

ZONE AND TIED TO CONTROL MONUMENT

JA-125 OF THE JACKSON COUNTY

GEOGRAPHIC REFERENCE SYSTEM, AS

DEVELOPED FROM GPS OBSERVATIONS, A

GRID FACTOR OF 0.9998983 WAS USED.

BENCHMARK:

ELEVATIONS SHOWN HEREON ARE BASED

ON NAVD 1988 DATUM, AND TIED TO

CONTROL MONUMENT JA-125 OF THE

JACKSON COUNTY GEOGRAPHIC

REFERENCE SYSTEM, WITH AN

ELEVATION OF 1005.25.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFHARRY S TRUMAN NATIONAL HISTORIC SITE

80036

239217

REPAIR FOUNDATIONS TRUMAN FARM HOME

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

C100

SURVEY PLAN

HSTR Truman Farm Home

CIVIL:

AFFINIS CORP

8900 INDIAN CREEK

PKWY,

SUITE 450

OVERLAND PARK, KS

T:913.239.1100

TLD

JLF

TLD

02/02/2024

TF01

1"=20'

20 20 SURVEY PLAN

1"=20' SCALE A

C100

SCALE A

5 60

NEW CONCRETE DRIVE, SIDEWALK, AND

CURB CONSTRUCTION

DEMOLITION

GAS VALVE

WATER VALVE

GAS TEST VALVE

WATER HYDRANT

FIRE HYDRANT

WATER METER PIT

WATER METER

BURIED GAS MARKER

GAS METER

TEL MANHOLE

ELEC METER

ELEC RISER

PAY TELEPHONE

CABLE TV RISER

TEL RISER

BURIED TEL MARKER

RR SIGNAL BOX

PARKING METER

FLAG POLE

SPOT ELEVATION

DOWNSPOUT

ELEC MANHOLE

CLP CLOTHES LINE POLE

LIGHTING CONTROL BOX

SPREADER

STREET SIGN

PINE TREE

MISC SIGN

SIGN

TREE

SS

TCB

LCB

SATELLITE DISH

BASKETBALL GOAL

RR SIGNAL (SIGN)

BBQ GRILLBBQ

BUSH

BBG

SD

RRS

ELEV

GATE

GATE

POST

RRSB

PM

POST

LIGHT, TEL, POW POLE

LIGHT, TV, TEL, POW POLE

TRAFF SIGNAL W/LIGHT

TV, POW POLE

TV, TEL POLE

TRAFF JUNC BOX

TRAFF CONTROL BOX

TRAFF SIGNAL POLE

TV, TEL, POW POLE

TJB

TSL

TSP

TVTPP

TVPP

TVTP

GUY POLE

GUY ANCHOR

TEL POLE

TEL, POW POLE

POWER POLE

TPP

TP

PP

GUY

LTVTPP

GP

LAMP POST

LIGHT, TEL POLE

LIGHT, TV, TEL POLE

LIGHT, TV, POW POLE

LIGHT, POWER POLE

LTVPP

LTVTP

LTPP

LPP

LTP

LP

TEST HOLE (SOIL BORING)

SANITARY MANHOLE

RIGHT-OF-WAY MARKER

LAWN SPRINKLER

AIR CONDITIONER UNIT

AIR RELIEF VALVE

STORM JUNC BOX

STORM MANHOLE

SUMP

MAILBOX

YARD LIGHT

YL

LS

MB

ACU

SUMP

AV

ROW

LAMP HOLE

LH

STMH

SJB

SSMH

TH

DS

PHONE

BTM

TVR

TMH

TR

EM

EMH

ER

WH

WMP

FH

SECTION CORNER

CONTROL POINT

SECT COR

BENCH MARK

SURVEY TIE

PROPERTY PIN

TIE

BM

PIN

CP

LEGEND

WM

WV

BGM

GM

GTV

GV

FP

CHAIN LINK FENCE

ASPHALTIC CONCRETE

BARBED WIRE FENCE

CORRUGATED STEEL PIPE ARCH

CORRUGATED STEEL PIPE

DUCTILE IRON PIPE

GUTTER LIP

ABBREVIATIONS

BK CB

CR. STN.

C.S.P.A.

GLIP

BWF

LB

BC

A.C.

CI

C.J.

C.I.P.

LC

CLF

DI

D.I.P.

GI

C.S.P.

BASE LINE

CURB INLET

BACK OF CURB

BURIED CABLE

CONCRETE JOINT

CAST IRON PIPE

CENTERLINE

CRUSHED STONE

DITCH INLET

GRATE INLET

LEAVE IN PLACE

SURVEY LINE

USE IN PLACE

LOW BACKED CURB & GUTTER

MULTIPLE TILE DUCT

PORTLAND CEMENT CONCRETE

PERMANENT DRAINAGE EASEMENT

PERMANENT GRADING EASEMENT

POLYVINYL CHLORIDE PIPE

REINFORCED CONCRETE BOX

TEMPORARY CONSTRUCTION EASEMENT

VITRIFIED CLAY PIPE

WOVEN WIRE FENCE

L.B. C&G

(R) REM.

S/W

T.C.E.

U.I.P.

WWF

L.I.P.

MH

P.D.E.

P.G.E.

SL

V.C.P.

M.T.D.

P.C.C.

P.V.C.

R.C.B.

SIDEWALK

MANHOLE

REMOVE

CITY LIMITS

EXIST. EASEMENT

EXIST. BURIED POWER CONDUIT

EXIST. SANITARY SEWER

EXIST. BURIED TELEPHONE LINE

EXIST. GAS MAIN OR SERVICE

EXIST. WATER MAIN

TEMP. CONST. ESM'T. (T.C.E.)

PERM. DRAIN. ESM'T. (P.D.E.)

INTERMEDIATE CONTOURS

NEW RIGHT-OF-WAY

PROPERTY LINE

INDEX CONTOURS

LOT LINE

EXIST. RIGHT-OF-WAY

SURVEY BASE OR EXIST. CENTER LINES

EXIST. BURIED CABLE TV LINES

PERM. SIDEWALK ESM'T. (P.S.E.)

PERM. UTILITY ESM'T. (P.U.E.)

EXIST. BURIED FIBER OPTIC LINE

PROPOSED INDEX CONTOURS

SECTION LINE

APPROX. GRADING LIMITS

EXIST. STORM SEWER

EXIST. OVERHEAD LINE

PROPOSED INTERMEDIATE CONTOURS

CENTER LINES OR BASE LINES

LL LL

BW BW

BG BG

BT BT

F/O F/O

OHD OHD

BE BE

CATV CATV

(ST)24"RCP

73+00

8"VCP

74+00

B-B BACK OF CURB TO BACK OF CURB

ELECTRICELEC.

EDGE OF PAVEMENTE.O.P.

ESMT. EASEMENT

EXISTINGEXIST.

HIGH BACKED CURB & GUTTERH.B. C&G

LEFTLT.

NOT TO SCALEN.T.S.

PERMANENT UTILITY EASEMENTP.U.E.

PERMANENTPERM.

FLOW LINE⅊

RT. RIGHT

S/C SAWCUT

S.T.P. SPECIAL TREE PRESERVATION

TELE. TELEPHONE

T/C TOP OF CURB

TYPICAL(TYP)

NEW CONSTRUCTION

NEW REINFORCED CONCRETE SIDEWALK

CRCE CAGE REINFORCED CONCRETE ENCASEMENT

INTEGRAL SIDEWALK RETAINING WALLISRW

BG BURIED GAS

GAS METERGM

PROPOSED FOUNDATION UNDERDRAIN

2" ASPHALT MILL & OVERLAY

DOWNSPOUTDS

FOUNDATIONFND

ELEVATIONELEV

PROPOSED ROOF DRAIN

CO CLEANOUT

GROUND RODGR

EXIST. FENCEXXXX

PROPOSED CONSTRUCTION FENCEXXXX

UTILITIES

EVERGY

(816) 471-5275 OR

HTTPS://WWW.EVERGY.COM/CONTACT-US

AT&T

(800) 464-7928 OR

HTTPS://WWW.ATT.COM/SUPPORT/CONTACT-US

GOOGLE FIBER BUSINESS

(815) 418-8326

GOOGLE FIBER RESIDENTIAL

(866) 777-7550 OR

HTTPS://FIBER.GOOGLE.COM/CITIES/KANSASCITY/SUPPORT

UNITE PRIVATE NETWORKS

(816) 903-9400 OR

EMAIL: UPNSCREENING@UPNFIBER.COM

SPECTRUM

(816) 358-8833 OR

HTTPS://WWW.SPECTRUM.NET/SUPPORT/CONTACT-US

CONSOLIDATED COMMUNICATIONS

(814) 968-7224 OR

HTTPS://WWW.CONSOLIDATED.COM/CONTACT-US

SPRINT

(888) 211-4727 OR

HTTPS://WWW.SPRINT.COM/EN/SUPPORT/CONTACT-US

VERIZON

(800) 837-4966 OR

HTTPS://WWW.VERIZON.COM/SUPPORT/CONTACT-US

Know what's below.

before you dig.Call

R

SPIRE

(816) 756-5252 OR

EMAIL: CGAGLIANO@SPIREEENGERGY.COM

JACKSON COUNTY WATER DISTRICT #1

(816) 761-5421

AFTER HOURS CALL: (816) 966-0551

CITY OF KANSAS CITY WATER

(816) 513-1313 OR

HTTPS://WWW.KCWATER.US/CONTACT-US

CENTURYLINK

(866) 642-0444 OR

HTTPS://WWW.CENTURYLINK.COM/HOME/HELP/CONTACT

COMCAST

(855) 335-7922 OR

HTTPS://WWW.XFINITY.COM/SUPPORT

ZAYO

(888) 636-2778 OR

HTTPS://WWW.ZAYO.COM/CONTACT

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFHARRY S TRUMAN NATIONAL HISTORIC SITE

80036

239217

REPAIR FOUNDATIONS TRUMAN FARM HOME

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

C101

LEGEND, ABBREVIATIONS &

GENERAL NOTES

HSTR Truman Farm Home

CIVIL:

AFFINIS CORP

8900 INDIAN CREEK

PKWY,

SUITE 450

OVERLAND PARK, KS

T:913.239.1100

TLD

JLF

TLD

02/02/2024

1. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEY AND ARE BELIEVED TO REASONABLY REPRESENT EXISTING LOCATIONS. HOWEVER, THE ENGINEER AND OWNER MAKE NO GUARANTEE AS TO ACCURACY OR COMPLETENESS OF INFORMATION SHOWN. CONTRACTOR SHALL NOTIFY ALL UTILITY AGENCIES BEFORE BEGINNING WORK AND

SHALL COOPERATE WITH THEM IN LOCATION AND PROTECTING THEIR UTILITIES.

2. CONTRACTOR SHALL COORDINATE WITH SPIRE FOR THE REMOVAL OF THE EXISTING ABANDONED GAS METER STUB ALONG THE NORTH SIDE OF THE STRUCTURE AND HAVE THE SERVICE REMOVED BEYOND THE LIMITS OF THE EXCAVATION. NO PAYMENT SHALL BE MADE FOR THIS COORDINATION.

3. FOR SUB-SURFACE CONSTRUCTION CONTRACTOR SHALL REFER TO STRUCTURAL PLANS AND SPECIFICATIONS.

4. CONTRACTOR SHALL LIMIT EXCAVATION AND IMPACTS TO APPROXIMATE CONSTRUCTION LIMITS AS SHOWN ON PLANS. ALL TREES WITHIN THE CONSTRUCTION AREA SHALL BE CAREFULLY PROTECTED OUT TO THE PERIMETER OF THE DRIP LINE. CONTRACTOR SHALL ALSO LIMIT EQUIPMENT TO EITHER HAND EXCAVATION METHODS OR EQUIPMENT NO LARGER THAN MINI-EXCAVATORS UTILIZING RUBBER TRACKS. IN ADDITION, ANY MOTORIZED EQUIPMENT SHALL REQUIRE THE USE OF CONSTRUCTION MATS, PLYWOOD, OR OTHER APPROVED TYPES TO LIMIT IMPACTS TO EXISTING VEGETATION AND PAVEMENT SURFACES. THIS SHALL BE CONSIDERED SUBSIDIARY TO

5. CONTRACTOR DAMAGED PAVEMENT SHALL BE REMOVED AND REPLACED IN KIND AT CONTRACTOR'S EXPENSE.

TF01

ALL OTHER BID ITEMS.

LEGEND, ABBREVIATIONS & GENERAL NOTES

NO SCALE

C101

6. EARTHWORK EXCAVATION INCLUDING SPOILS FROM THE FOUNDATION EXCAVATION MAY BE DISPOSED OF OFF-SITE WITH THE FOLLOWING STIPULATIONS:

A) A MIDWEST ARCHELOLOGICAL CENTER ARCHEOLOGIST (MWAC) STAFF MEMBER SHALL BE NOTIFIED PRIOR TO EXCAVATIONS AND RETAINS THE RIGHT TO MONITOR

AND SCREEN ANY PORTION OF SOILS DURING THE COURSE OF EXCAVATION.

B) ALL NEW IMPORTED FILL MATERIALS SHALL BE VETTED FOR ARCHELOLOGICAL MATERIALS AND APPROVED PRIOR TO PLACEMENT BY A (MWAC) STAFF MEMBER.

DISPOSAL OF EXISTING MATERIALS SHALL ALSO BE APPROVED BY A (MWAC) STAFF MEMBER AND SHALL REFRAIN FROM ANY SITES THAT CONTAIN ARCHEOLOGICAL OR HAZARDOUS LOCATIONS INCLUDING AREAS THAT ARE WITHIN CLOSE PROXIMITY TO WATERWAY AREAS.

7. CONTRACTOR SHALL PREPARE AND SUBMIT AN UNDER-AN-ACRE POLLUTION PREVENTION PLAN (UPPP) AS STATED IN THE PROJECT SPECIFICATIONS.

6 60

X

X X

X X

X

X X

XXX

X

XXX

X

X

X

X X

X X

SALVAGE & RELOCATE EXISTING BULB

LANDSCAPING PLANT MATERIAL TO

DESIGNATED STOCKPILE AREA

(BY OTHERS), SEE NOTES

SALVAGE & RELOCATE EXISTING BULB

LANDSCAPING PLANT MATERIAL TO

DESIGNATED STOCKPILE AREA

(BY OTHERS), SEE NOTES

(L.

I.P

(L.

I.P

(L.

I.P

(L.

I.P

(L.

I.P

(L.

I.P

(L.

I.P

(L.

I.P

(L.

I.P

(L.

I.P

REMOVE EXISTING

BRICK WINDOW WELL

SEE NOTES

PROTECT EXISTING

YARD LIGHTING AND ELECTRICAL.

UNKNOWN UNDERGROUND ELECTRICAL

TO BE FIELD VERIFIED

PROTECT EXISTING

FIRE HYDRANT, YARD LIGHTING & ELECTRICAL.

UNKNOWN UNDERGROUND ELECTRICAL

TO BE FIELD VERIFIED

PROTECT EXISTING

WELL PUMP

SALVAGE 112 S.F. WOOD RAMP

SEE NOTES

PROTECT EXISTING

WATERMAIN & FIRE HYDRANT

PROTECT EXISTING

YARD LIGHTING AND ELECTRICAL.

UNKNOWN UNDERGROUND ELECTRICAL

TO BE FIELD VERIFIED

REMOVE EXISTING

GAS SERVICE METER AND

ABANDON MAIN UNDERGROUND (BY OTHERS)

PROTECT EXISTING

ELECTRICAL SERVICE & COMMUNICATIONS.

SEE MEP & ARCH PLANS FOR

ELECTRICAL PENETRATION REPAIR

PROTECT EXISTING

WATER HYDRANT

INSTALL 645± L.F. 6' YELLOW

CONSTRUCTION FENCING W/ STEEL POSTS

PER MANUFACTURE,

FOR PERIMETER PROTECTION

PROTECT EXISTING

SIGN

SALVAGE EXISTING

GROUND ROD AND RELOCATE

SEE (ARCH PLANS)

GR

GR GR

SALVAGE EXISTING

GROUND ROD AND REINSTALL

AFTER FOUNDATION REPAIR SALVAGE EXISTING

GROUND ROD AND REINSTALL

AFTER FOUNDATION REPAIR

REMOVE 110 S.F.

CONCRETE SIDEWALK

REMOVE 50 S.F.

CONCRETE SIDEWALK

CP#1

CP#2

2' LB & CG

CONC

FHWM

CONC

TOP STONE FOUNDATION

EL=1052.69

TOP STONE FOUNDATION

EL=1052.82

TOP STONE FOUNDATION

EL=1052.69

DOOR

EL=1055.61

DOOR

EL=1055.60

LOW SPOT

EL=1052.73

FP

WV

6' HEDGE

46" ELM

WH

POST

SIGN

YL

30" MAPLE

26" MAPLE

24" OAK

PLAQUE

YL

24" ASH 24" ASH

9' BUSH

HAND WELL PUMP

EL=1054.20

EL=1055.26

EL=1055.17

EL=1055.13

EL=1054.03WOOD RAMP

FH

38" WALNUT

3'X3' STONE PILLAR

10" PINE

BOTTOM OF SIDING

EL=1051.83

BOTTOM OF SIDING

EL=1051.90

BOTTOM OF SIDING

EL=1052.93

BOTTOM OF SIDING

EL=1052.87

BOTTOM OF SIDING

EL=1052.74

BOTTOM OF SIDING

EL=1054.25

BOTTOM OF SIDING

EL=1054.22

BOTTOM OF SIDING

EL=1054.32BOTTOM OF SIDING

EL=1054.60

BOTTOM OF SIDING

EL=1054.42BOTTOM OF SIDING

EL=1054.51

BOTTOM OF SIDING

EL=1055.41

BOTTOM OF SIDING

EL=1055.40BOTTOM OF SIDING

EL=1055.36

LP

POST48" WOVEN WIRE

PP POST

2' HB C&G

PP

POST POST

EM

WV

FH

WMRR TIE WALL

PP POST

LP

PP

CPX#2669

CPX#2671

CPX#2672

GEOTHERMAL

PAVEMENT CUT LINES

BOTTOM OF SIDING

EL=1055.58

BOTTOM OF SIDING

EL=1055.70

BOTTOM OF SIDING

EL=1055.47

TOP OF SILL

EL=1056.52

TOP OF DECK

EL=1056.38

TOP OF DECK

EL=1056.12

TOP OF DECK

EL=1056.09

TOP OF DECK

EL=1056.34

TOP OF DECK

EL=1056.07

TOP OF DECK

EL=1056.34

12" ASH

4'

24" ASH

BOTTOM OF SIDING

EL=1055.73

BOTTOM OF SIDING

EL=1055.64

BOTTOM OF SIDING

EL=1055.46 BOTTOM OF SIDING

EL=1055.42

BOTTOM OF SIDING

EL=1051.69

BOTTOM OF SIDING

EL=1051.83

SHEDGARAGE

BOTTOM OF SIDING

EL=1052.70

BOTTOM OF SIDING

EL=1055.46BOTTOM OF SIDING

EL=1055.16

BOTTOM OF SIDING

EL=1054.87

BOTTOM OF SIDING

EL=1054.86

BOTTOM OF SIDING

EL=1054.36

BOTTOM OF SIDING

EL=1054.25

BOTTOM OF SIDING

EL=1054.37

GM

LIGHTNING ROD

TOP WINDOW WELL

EL=1055.04

CHICKEN COOP

POST

28" HACKBERRY

14" HACKBERRY

15" TREE

D

TS

" T

R

EE

(1 1)

POST

CPX#2833

BOTTOM OF SIDING

EL=1052.88

BOTTOM OF SIDING

EL=1052.80

BOTTOM OF SIDING

EL=1052.59

OUTHOUSE

BOTTOM OF SIDING

EL=1052.09

BOTTOM OF SIDING

EL=1052.66

BOTTOM OF SIDING

EL=1052.48

SMOKEHOUSE

10'

10'

STONE PILLAR STONE PILLAR

24" ELM

STONE PILLARS/PIECES

STONE PILLAR

STONE PILLAR ON SIDE

STONE PILLAR ON SIDE

BM#1

X X X X X X X X X X X X X X X X X X X X X X X

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

X

BW

BW

BW

BW

BG

BG

BG

BG

BG

BW

BW

BW

BW

BW

BW

BW

BW BW

ENCLOSEDPORCH

ENCLOSEDPORCH

LP

X

X

X

X

X X X X X

INSTALL 135± L.F. 4' YELLOW

CONSTRUCTION FENCING W/ STEEL POSTS

PER MANUFACTURE,

FOR LAYDOWN & STAGING AREA

X

X

X

X

X X

X

X X

PROTECT EXISTING

FIRE HYDRANT, YARD LIGHTING & ELECTRICAL.

UNKNOWN UNDERGROUND ELECTRICAL

TO BE FIELD VERIFIED

PROTECT GEOTHERMAL LINES

X X X

X

X X

X

X

X

X

INSTALL 60± L.F. 4' YELLOW

CONSTRUCTION FENCING W/ STEEL POSTS

PER MANUFACTURE, FOR PLANTING

STORAGE PROTECTION.

SEE GENERAL NOTES C101

SW TO THE PARKING

LOT BACK OF CURB

N TO THE SOUTH EDGE

OF A SIDEWALK

NNW TO THE CTR OF

A WATER VALVE

CP#2: SET A 1/2"REBAR W/ A CONTROL POINT CAP

SOUTHWEST OF THE PARKING LOT FOR TRUMAN FARM HOUSE

N=995,803.940 E=2,780,077.782

.1

.6

9.6'

BENCHMARK #1:

USED THE TOP CENTER TURN NUT FOR A

FIRE HYDRANT LOCATED IN THE GRASS

MEDIAN OF THE PARKING LOT SOUTH OF

THE TRUMAN FARM HOUSE.

ELEVATION=1055.43'

REFERENCE BEARING:

BEARINGS SHOWN HEREON ARE GRID

BEARINGS BASED ON THE MISSOURI

COORDINATE SYSTEM OF 1983, WEST

ZONE AND TIED TO CONTROL MONUMENT

JA-125 OF THE JACKSON COUNTY

GEOGRAPHIC REFERENCE SYSTEM, AS

DEVELOPED FROM GPS OBSERVATIONS, A

GRID FACTOR OF 0.9998983 WAS USED.

BENCHMARK:

ELEVATIONS SHOWN HEREON ARE BASED

ON NAVD 1988 DATUM, AND TIED TO

CONTROL MONUMENT JA-125 OF THE

JACKSON COUNTY GEOGRAPHIC

REFERENCE SYSTEM, WITH AN

ELEVATION OF 1005.25.

N TO THE PARKING

LOT BACK OF CURB NE TO THE SOUTHWEST CORNER

OF THE TRUMAN FARM HOUSE

ENE TO THE TOP NUT

OF A FIRE HYDRANT

CP#1: SET A 1/2"REBAR W/ A CONTROL POINT CAP

EAST OF THE PARKING LOT FOR TRUMAN FARM HOUSE

N=995,833.412 E=2,780,229.222

2.

3'

5.3

108.9'

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFHARRY S TRUMAN NATIONAL HISTORIC SITE

80036

239217

REPAIR FOUNDATIONS TRUMAN FARM HOME

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

C102

SITE DEMOLITION PLAN

HSTR Truman Farm Home

CIVIL:

AFFINIS CORP

8900 INDIAN CREEK

PKWY,

SUITE 450

OVERLAND PARK, KS

T:913.239.1100

TLD

JLF

TLD

02/02/2024

1. PARK STAFF WILL RELOCATE THE EXISTING BULB PLANT MATERIAL AT EACH END OF THE WEST WING TO THE DESIGNATED PLANT STORAGE LOCATION ONSITE.

CONTRACTOR SHALL COORDINATE WITH THE PARK STAFF REGARDING THE TIMING OF THIS WORK. FOUNDATION EXCAVATION WORK SHALL NOT BEGIN UNTIL THE PLANT

MATERIAL HAS BEEN RELOCATED BY THE PARK STAFF.

2. THE WINDOW WELL RECONSTRUCTION EXCAVATION AND MATERIAL REMOVAL SHALL BE COORDINATED WITH THE NATIONAL PARK SERVICE (NPS) PROJECT

COORDINATOR SO THERE IS NPS MIDWEST ARCHEOLOGICAL CENTER (MWAC) OVERSIGHT.

3. THE EXISTING WOOD RAMP IS TO BE CAREFULLY DISASSEMBLED AND SALVAGED TO BE STORED ONSITE FOR FUTURE REINSTALLATION. CONTRACTOR IS TO STAKE OR OTHERWISE, MAKE NOTE OF THE RAMP PLACEMENT FOR REINSTALLATION. DURING DISASSEMBLY THE WOOD RAMP MATERIALS ARE TO BE INSPECTED FOR ANY ROT, MOLD, ETC. DAMAGE. IF DAMAGE OR DEGRADATION IS DISCOVERED, THIS SHALL BE SHOWN TO AND DISCUSSED WITH THE NPS STAFF. THE CONTRACTOR MAY BE DIRECTED TO RECONSTRUCT THE WOOD RAMP WITH IN-KIND MATERIALS. (SEE CONSTRUCTION LINE ITEM FORM).

4. REFER TO SH. C101 FOR GENERAL NOTES.

5. ANY ADJUSTMENTS TO LIMITS OF DISTURBANCE SHALL BE REVIEWED BY NATIONAL PARK SERVICE (NPS) PRIOR TO WORK TAKING PLACE.

TF01

1"=20'

20 20 SITE DEMOLITION PLAN

1"=20' SCALE A

C102

SCALE A

CONTROL POINT #2

NO SCALE

C102

CONTROL POINT #1

NO SCALE

C102

7 60

COMBINE ROOF ROOF DRAIN

W/FOUNDATION DRAIN

FL ELEV.=1047.8

SEE DETAIL

DS

DS

CO

CO

CO

CO

CO

CO

CO

DS

DS

DS

DS

CO

INSTALL 8" END SECTION

FL ELEV.=1046.2

W/ 66 S.F. RIPRAP

SEE DETAIL

S42°24'01"E

105 L.F. 8" HDPE

1.0%

S0 2°

'5

9" W

.7

L .F

. 8 " H

D

PE

.0

8" HDPE HORIZ. WYE

(MIN. FL ELEV.=1047.2)

DS

DS

DS (MIN. FL ELEV.=1052.4)

FND (EST. FL. ELEV.=1050.9)

DS (MIN. FL ELEV.=1052.8)

FND (EST. FL. ELEV.=1051.1)

DS (MIN. FL ELEV.=1051.0)

FND (EST. FL. ELEV.=1048.2)

DS 6" HDPE HORIZ. WYE

(MIN. FL ELEV.=1049.2

INSTALL DOWNSPOUT

CONNECTION (TYP.)

SEE SH.

INSTALL CLEANOUT (TYP.)

SEE SH.

CONSTRUCT 4" CONCRETE

SIDEWALK REPAIR.

SEE SH.

CONSTRUCT 50 S.F.

4" CONCRETE SIDEWALK

SEE SH. ___

A C105

CONSTRUCT 10" STANDARD GRATE

TOP ELEV.=1053.65

FL ELEV.=1050.7

SEE SH. ____

DS (MIN. FL ELEV.=1051.5)

C105

C106

C105

C105

C105 & C106

C106

C105

CP#1

CP#2

2' LB & CG

CONC

FHWM

CONC

FP

WV

6' HEDGE

46" ELM

WH

POST

SIGN

YL

30" MAPLE

26" MAPLE

24" OAK

PLAQUE

YL

24" ASH 24" ASH

9' BUSH

HAND WELL PUMP

WOOD RAMP

FH

38" WALNUT

3'X3' STONE PILLAR

10" PINE

LP

POST48" WOVEN WIRE

PP POST

2' HB C&G

PP

POST POST

EM

WV

FH

WMRR TIE WALL

PP POST

LP

PP

CPX#2669

CPX#2671

CPX#2672

GEOTHERMAL

PAVEMENT CUT LINES

12" ASH

4'

24" ASH

SHEDGARAGE

GM

LIGHTNING ROD

CHICKEN COOP

POST

28" HACKBERRY

14" HACKBERRY

15" TREE

D

TS

" T

R

EE

(1 1)

POST

CPX#2833

OUTHOUSE

SMOKEHOUSE

10'

10'

STONE PILLAR STONE PILLAR

24" ELM

STONE PILLARS/PIECES

STONE PILLAR

STONE PILLAR ON SIDE

STONE PILLAR ON SIDE

BM#1

X X X X X X X X X X X X X X X X X X X X X X X

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

OHD

X

BW

BW

BW

BW

BG

BG

BG

BG

BG

BW

BW

BW

BW

BW

BW

BW

BW BW

ENCLOSEDPORCH

ENCLOSEDPORCH

LP

7'

N: 995862.03 E: 2780224.31

N: 995784.49 E: 2780295.11

N: 995921.67 E: 2780227.02

DS

WARNING!

GEOTHERMAL LINES

IN THE VICINITY

REINSTALL EXISTING SALVAGED

WOOD RAMP

SEE NOTE SH. ___C102

CONNECT SUMP PUMP DRAIN

LINE TO ROOF DRAIN LINE w/

6" TEE & TRANSITION TO 2" ADAPTER.

SEE MEP PLANS FOR SUMP

PUMP LINE INFORMATION

CONNECT WINDOW WELL DRAIN

LINE TO ROOF DRAIN LINE w/

6" FITTINGS TO ADAPTER FOR DRAIN LINE CONNECTION.

SEE MEP PLANS FOR WINDOW WELL INFORMATION.

VERIFY ROOF DRAIN ELEVATIONS WITH CONSTRUCTION

OF WINDOW WELL BOTTOM FOUNDATION ELEVATIONS

BENCHMARK #1:

USED THE TOP CENTER TURN NUT FOR A

FIRE HYDRANT LOCATED IN THE GRASS

MEDIAN OF THE PARKING LOT SOUTH OF

THE TRUMAN FARM HOUSE.

ELEVATION=1055.43'

REFERENCE BEARING:

BEARINGS SHOWN HEREON ARE GRID

BEARINGS BASED ON THE MISSOURI

COORDINATE SYSTEM OF 1983, WEST

ZONE AND TIED TO CONTROL MONUMENT

JA-125 OF THE JACKSON COUNTY

GEOGRAPHIC REFERENCE SYSTEM, AS

DEVELOPED FROM GPS OBSERVATIONS, A

GRID FACTOR OF 0.9998983 WAS USED.

BENCHMARK:

ELEVATIONS SHOWN HEREON ARE BASED

ON NAVD 1988 DATUM, AND TIED TO

CONTROL MONUMENT JA-125 OF THE

JACKSON COUNTY GEOGRAPHIC

REFERENCE SYSTEM, WITH AN

ELEVATION OF 1005.25.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFHARRY S TRUMAN NATIONAL HISTORIC SITE

80036

239217

REPAIR FOUNDATIONS TRUMAN FARM HOME

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

C103

SITE PLAN

DRAINAGE

HSTR Truman Farm Home

CO

DS DOWNSPOUT TO ROOF DRAIN CONNECTION

CLEANOUT FOR ROOF DRAIN

ROOF DRAIN OR TRUNK LINE

FOUNDATION UNDERDRAIN

LEGEND

CIVIL:

AFFINIS CORP

8900 INDIAN CREEK

PKWY,

SUITE 450

OVERLAND PARK, KS

T:913.239.1100

TLD

JLF

TLD

02/02/2024

TF01

1"=20'

20 20 SITE DRAINAGE PLAN

1"=20' SCALE A

C103

8 60

CP#1

2' LB & CG

CONC

FH

WM

CONC

TOP STONE FOUNDATION

EL=1052.69

TOP STONE FOUNDATION

EL=1052.82

TOP STONE FOUNDATION

EL=1052.69

DOOR

EL=1055.61

DOOR

EL=1055.60

LOW SPOT

EL=1052.73

FP

WV

6' HEDGE

46" ELM

WH

POST

SIGN

YL

30" MAPLE

26" MAPLE

24" OAK

PLAQUE

YL

24" ASH 24" ASH

9' BUSH

HAND WELL PUMP

EL=1054.20

EL=1055.26

EL=1055.17

EL=1055.13

EL=1054.03WOOD RAMP

FH

38" WALNUT

3'X3' STONE PILLAR

10" PINE

BOTTOM OF SIDING

EL=1051.83

BOTTOM OF SIDING

EL=1051.90

BOTTOM OF SIDING

EL=1052.93

BOTTOM OF SIDING

EL=1052.87

BOTTOM OF SIDING

EL=1052.74

BOTTOM OF SIDING

EL=1054.25

BOTTOM OF SIDING

EL=1054.22

BOTTOM OF SIDING

EL=1054.32

BOTTOM OF SIDING

EL=1054.60

BOTTOM OF SIDING

EL=1054.42

BOTTOM OF SIDING

EL=1054.51

BOTTOM OF SIDING

EL=1055.41

BOTTOM OF SIDING

EL=1055.40

BOTTOM OF SIDING

EL=1055.36

WMRR TIE WALL

CPX#2669

CPX#2671

CPX#2672

GEOTHERMAL

PAVEMENT CUT LINES

BOTTOM OF SIDING

EL=1055.58

BOTTOM OF SIDING

EL=1055.70

BOTTOM OF SIDING

EL=1055.47

TOP OF SILL

EL=1056.52

TOP OF DECK

EL=1056.38

TOP OF DECK

EL=1056.12

TOP OF DECK

EL=1056.09

TOP OF DECK

EL=1056.34

TOP OF DECK

EL=1056.07

TOP OF DECK

EL=1056.34

12" ASH

4'

24" ASH

BOTTOM OF SIDING

EL=1055.73

BOTTOM OF SIDING

EL=1055.64

BOTTOM OF SIDING

EL=1055.46 BOTTOM OF SIDING

EL=1055.42

BOTTOM OF SIDING

EL=1051.69

BOTTOM OF SIDING

EL=1051.83

SHED

GARAGE

BOTTOM OF SIDING

EL=1052.70

BOTTOM OF SIDING

EL=1055.46

BOTTOM OF SIDING

EL=1055.16

BOTTOM OF SIDING

EL=1054.87

BOTTOM OF SIDING

EL=1054.86

BOTTOM OF SIDING

EL=1054.36

BOTTOM OF SIDING

EL=1054.25

BOTTOM OF SIDING

EL=1054.37

GM

LIGHTNING ROD

TOP WINDOW WELL

EL=1055.04

CHICKEN COOP

POST

28" HACKBERRY

14" HACKBERRY

15" TREE

D

TS

" T

R

EE

(1 1)

POST

CPX#2833

BOTTOM OF SIDING

EL=1052.88

BOTTOM OF SIDING

EL=1052.80

BOTTOM OF SIDING

EL=1052.59

OUTHOUSE

BOTTOM OF SIDING

EL=1052.09

BOTTOM OF SIDING

EL=1052.66

BOTTOM OF SIDING

EL=1052.48

SMOKEHOUSE

10'

10'

STONE PILLAR STONE PILLAR

24" ELM

STONE PILLAR

STONE PILLAR ON SIDE

BM#1

X X X X X X X X X X X X X X X X X X X X X X X

X X

X

BW

BW

BW

BW

BG

BG

BG

BG

BG

ENCLOSED

PORCH

ENCLOSED

PORCH

LP

BENCHMARK #1:

USED THE TOP CENTER TURN NUT FOR A

FIRE HYDRANT LOCATED IN THE GRASS

MEDIAN OF THE PARKING LOT SOUTH OF

THE TRUMAN FARM HOUSE.

ELEVATION=1055.43'

REFERENCE BEARING:

BEARINGS SHOWN HEREON ARE GRID

BEARINGS BASED ON THE MISSOURI

COORDINATE SYSTEM OF 1983, WEST

ZONE AND TIED TO CONTROL MONUMENT

JA-125 OF THE JACKSON COUNTY

GEOGRAPHIC REFERENCE SYSTEM, AS

DEVELOPED FROM GPS OBSERVATIONS, A

GRID FACTOR OF 0.9998983 WAS USED.

BENCHMARK:

ELEVATIONS SHOWN HEREON ARE BASED

ON NAVD 1988 DATUM, AND TIED TO

CONTROL MONUMENT JA-125 OF THE

JACKSON COUNTY GEOGRAPHIC

REFERENCE SYSTEM, WITH AN

ELEVATION OF 1005.25.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFHARRY S TRUMAN NATIONAL HISTORIC SITE

80036

239217

REPAIR FOUNDATIONS TRUMAN FARM HOME

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900 TF01

C104

SITE PLAN

GRADING

HSTR Truman Farm Home

CIVIL:

AFFINIS CORP

8900 INDIAN CREEK

PKWY,

SUITE 450

OVERLAND PARK, KS

T:913.239.1100

TLD

JLF

TLD

02/02/2024 9 60

1/8"1/2"

1"

JT. MATERIAL

PRE-MOULDED EXP.

CONCRETE JOINT DETAILS

CONTRACTION JOINTS1/2" EXPANSION JOINT

1" JOINT SEALER

MAKE 1/8" JOINT.

SAW MAY BE USED TO

GROOVER TEMPLATE OR

1/8" RADII

1/4" RADII

SECTION A-A

4'-0" MIN.

4" M

IN

2% SLOPE MAX

NOTES: COMPACT TOP 6" OF SIDEWALK SUBGRADE TO 90% OF STANDARD MAXIMUM DENSITY WHERE DISTURBED, OR EQUIVALENT, TO DENSITY OF THE IMMEDIATELY SURROUNDING UNDISTURBED SOIL.

EXPANSION JOINTS SHALL BE PLACED AT RADIAL POINTS AND WHERE SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES. JOINTS TO BE PLACED AT INTERVALS WITH NOT

MORE THAN 250' JOINT TO JOINT.

THE SIDEWALK SURFACE SHALL BE MARKED OFF INTO SQUARES BY CONTRACTION JOINTS. THE

LENGTH OF THESE JOINTS SHALL BE EQUAL TO THE WIDTH OF THE SIDEWALK.

SIDEWALK JOINT DETAILS

FOUNDATION & ROOF DRAIN DETAIL

* 6" PERFORATED

HDPE FOUNDATION

UNDERDRAIN (PAID AS GRANULAR

BACKFILL FOR FOUNDATION DRAIN)

FILTER FABRIC

WRAPPED (SUBSIDIARY)

5% OPTIMAL

NO SCALE

6"

45° ELBOW

HDPE CLEAN-OUT DETAIL

HDPE DRAIN LINE (TYP.)

HDPE SCREW-ON CAP.

(1" ABOVE FINISHED

(FULLY REMOVABLE)

FINISHED GROUND

THREADS

GROUND)

AS LINE)

(SAME DIA.

HDPE RISER

45° ELBOW

6"

6" SMOOTH

HDPE ROOF DRAIN

SIDING

FOUNDATION

SEE STRUCTURAL

10-0"

2' -0

1% (MIN.)

RIP-RAP FOR SMALL PIPE

2' -6

TYPICAL SECTION

NORMAL CHANEL BOT. & SIDES

18" STONE RIP-RAP (LIGHT)

"W" DIMENSION (SEE PLANS)

OF FILTER COURSE

12" THICK LAYER

STONE (SUBSIDIARY)

8"

COMBINED ROOF DRAIN & FOUNDATION DRAIN DETAIL

STANDARD INSTALLATION

NO SCALE

NO SCALE

NO SCALE

NO SCALE

6" SMOOTH HDPE

(MIN. 1% SLOPE)

CONNECT TO 6" PERFORATED

HDPE ALONG FOUNDATION

PERIMETER

6" SMOOTH

HDPE ROOF DRAIN

(MIN. 1% SLOPE)

* BEYOND THE FOUNDATION LIMITS,

6" PERFORATED HDPE FOUNDATION

UNDERDRAIN SHALL BE TRANSITIONED

TO SMOOTH HDPE UNDERDRAIN

AND CONNECTED DOWNSTREAM TO SINGLE

TRUNK LINE COMBINED WITH ROOF DRAINAGE.

ENDS OF PERIMETER FOUNDATION COLLECTION SHALL

BE WRAPPED TO CONTAIN GRANULAR BACKFILL &

TO PREVENT THE MIGRATION OF SOIL PARTICLES WITHIN

THE LIMITS OF IMPACT.

CLEANOUT

8" SMOOTH

HDPE TO OUTLET8"X6" REDUCER

8" WYE

8"X6" REDUCER

6" WYE

6" 45° BEND

FL ELEV.=1047.8

FINISHED GRADE

TO OUTLET

C105

BASE

2" AGGREGATE

TOPSOIL (CONTRACTOR

FURNISHED)

C105

C105

C105

C105

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFHARRY S TRUMAN NATIONAL HISTORIC SITE

80036

239217

REPAIR FOUNDATIONS TRUMAN FARM HOME

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

C105

STANDARD DETAILS

HSTR Truman Farm Home

CIVIL:

AFFINIS CORP

8900 INDIAN CREEK

PKWY,

SUITE 450

OVERLAND PARK, KS

T:913.239.1100

TLD

JLF

TLD

TLD

JLF

TLD

TLD

JLF

TLD

TLD

JLF

TLD

02/02/2024

TF01

10 60

FOR CONCRETE".

SECTION 1005.2.1 "FINE AGGREGATE

PASSING THE 200 SCREEN AS PER MHTD

NATURAL SAND WITH LESS THAN 2%

SAND BACKFILL SHALL BE FREE DRAINING

6" BENCH REQUIRED

COMPACTED

TRENCH IS FILLED AND

VERTICAL EDGE AFTER

SAWCUT PAVEMENT TO

FOR CRUSHED STONE GRADATION.)

COMPACTION. (SEE STD. SPECS.

VIBRATED IN LIFTS TO ACHIEVE

BACKFILL IS TO BE MECHANICALLY

CRUSHED STONE OR SAND

CONCRETE, 4" (MIN.) (MATCH EXISTING

A.C. BASE COURSE OR

PAVEMENT

2" A.C. SURFACE COURSE

MIN. TRENCH WIDTH

(SEE TABLE)

TR

EN

C H

B

AC

KF

IL

L

AS

R

EQ

U

IR

ED

COHESIVE FILL

6" MIN.

MINIMUM 12"

ENGINEERED FILL

SPRING LINE

4" FOR 12"-24" PIPE

6" FOR 30"-60" PIPE

BEDDING

INITIAL BACKFILL

M

IN

IM

U

M C

O

VE

R T

O

PA

VE

M

EN

T, H

SUITABLE FOUNDATION

D

FINISHED SURFACE

PIPE DIAMETER

MINIMUM

TRENCH

WIDTH*

4" 21" 6" 23" 8" 26"

*TRENCH CENTERED ON PIPE

PAVEMENT TYPE)

(OMIT FOR CONCRETE PAVEMENT)

DRAIN PIPE

(CRUSH STONE IS SUBSIDIARY TO

ALL OTHER PIPE UNDERDRAIN)

(CRUSH STONE AND BACKFILL IS SUBSIDIARY TO

ALL OTHER PIPE UNDERDRAIN)

PAVEMENT PATCH DETAIL

NO SCALE

C106

HDPE PIPE EMBEDMENT NOT UNDER PAVEMENT

NO SCALE

C106

DOWNSPOUT ADAPTERS

NO SCALE

C106

10" STANDARD GRATE ASSEMBLY

NO SCALE

C106

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFHARRY S TRUMAN NATIONAL HISTORIC SITE

80036

239217

REPAIR FOUNDATIONS TRUMAN FARM HOME

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900

C106

STANDARD DETAILS

HSTR Truman Farm HomeTLD

JLF

TLD

CIVIL:

AFFINIS CORP

8900 INDIAN CREEK

PKWY,

SUITE 450

OVERLAND PARK, KS

T:913.239.1100

TLD

JLF

TLD

TLD

JLF

TLD

CIVIL:

AFFINIS CORP

8900 INDIAN CREEK

PKWY,

SUITE 450

OVERLAND PARK, KS

T:913.239.1100

TLD

JLF

TLD

02/02/2024

TF01

11 60

Basement

'-5

X101

E

X100

F

X105

X102 X104

X104

14'-4 1/2"

3'-3 1/4"

3'-0 3/4"

1'-5 3/4"

5'-10 1/2"

/4

3'-6 1/2" 3'-11" 6'-11"

Crawl Space 001A

'-5

9'

-4

/2

'-9

/4

'-6

/2

7'-7 1/4" 6'-11"

7'-2 1/2" 7'-3 3/4"

3' -3

/4

8'

-1

1/ 4"

3' -3

/2

3'-5" 3'-5" 7'-6 1/2"

X108

X111

X122

X103

X112

X116

X119

X117

X117

X114

X111

8'-3" 1'-0" 6'-8 3/4"

15'-11 3/4"

7'-9" 1'-0" 7'-2 3/4"

X119

X124

OUTLINE OF

PORCH PERIMETER

ABOVE

OUTLINE OF FIRST

FLOOR PERIMETER

ABOVE

OUTLINE OF PORCH

PERIMETER ABOVE

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFHARRY S TRUMAN NATIONAL HISTORIC SITE

80036

239217

REPAIR FOUNDATIONS TRUMAN FARM HOME

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900 TF01

2/ 2/

:4

1:

P M

AD100

BASEMENT DEMOLITION

PLAN

HSTR Truman Farm HomeTF, JC

TF, JC

AS, JT, NA

02/02/2024

SCALE AD100 3/8" = 1'-0" A

1 Basement Demolition Plan 3/8"=1'-0"

4' 0 4' 8'

SCALE A

KEYNOTES

016 APPROXIMATE EXTENTS OF EXCAVATION WORK, RE: STRUCTURAL FOR ALL REQUIRED SEQUENCING

141 ASSESS CONDITIONS OF EXISTING JOISTS. RE: STRUCTURAL.

142 04 0300 DO NOT DISTURB MASONRY OR ANY SOILS WITHIN SURROUNDING BEARING PERIMETER, RE: STRUCT.

150 04 0300 AT ALL EXISTING STONE WALL SURFACES, REMOVE ALL LOOSE AND DELAMINATED PARGING FROM

STONE SURFACE. ALL MORTAR JOINTS AND CRACKS BETWEEN EXISTING STONES AND ALL CRACKED STONES

SHALL ALL BE REPOINTED WITH MORTAR.

X100 08 0300 REMOVE EXISTING WINDOW AND SALVAGE FOR RESTORATION AND REINSTALLATION. TEMPORARILY

PROTECT EXISTING OPENING.

X101 REMOVE EXISTING STAIRS AND RAILINGS IN THEIR ENTIRETY.

X102 REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION.

X103 REFER TO MEP DRAWINGS FOR MORE INFORMATION.

X104 REFER TO CIVIL DRAWINGS FOR MORE INFORMATION.

X105 WINDOW WELL TO BE DEMOLISHED, PROTECT OPENING AND EXISTING EXCAVATION FOR NEW INSTALLATION.

X108 THE ENTIRETY OF THE EXTERIOR AND INTERIOR SURFACES WHERE ANY WORK SHALL OCCUR, OR SHALL BE

ADJACENT TO, SHALL BE PROTECTED IN THEIR ENTIRETY FOR THE TOTAL OF THE WORK BEING PERFORMED, TYPICAL. ANY AREAS THAT BECOME DAMAGED SHALL BE RESTORED AT CONTRACTOR'S EXPENSE TO PATCH

AND RESTORE ANY ITEM IN KIND, TYPICAL. NO EXCEPTIONS.

X111 06 1000 REMOVE PORTION OF SOIL FROM CRAWL SPACE ONLY AT AREAS REQUIRED TO GAIN ACCESS TO DUCTS. REMOVE DIRT FROM CRAWL SPACE OUT THROUGH MECH DUCT OPENINGS IN FOUNDATION AREA AND OUT THROUGH REMOVED NORTH WINDOW WELL. DO NOT TAKE DIRT AND DEBRIS THROUGH FIRST FLOOR.

INSPECT THE WOOD STRUCTURE AT CHIMNEYS FOR WOOD ROT OR DETERIORATION. IF DAMAGE IS

DISCOVERED, RECONSTRUCT IN-KIND.

X112 SAW CUT EXISTING CONCRETE FLOOR FOR NEW SUMP PUMP PIT, FLOOR DRAIN, AND PIPING, RE: MEP.

X114 REMOVE EXISTING FLOOR DRAIN, ABANDON LINE, AND FILL EXISTING LINE WITH CONCRETE. RE: MEP.

X116 EXISTING CRACK MONITORS AT INTERIOR AND EXTERIOR OF BUILDING SHALL BE NOTED FOR THEIR LOCATION

AND ORIENTATION AT EXISTING CRACKED LOCATIONS. REMOVE MONITORS. COMPLETE THE WORK SHOWN.

INSTALL NEW CRACK MONITOR AT SAME REMOVED LOCATIONS FOR FUTURE MONITORING OF SAME

LOCATIONS.

X117 REMOVE CRAWL SPACE VENTS, PROTECT AND STORE DURING MASONRY WORK. REINSTALL IN ORIGINAL

LOCATIONS.

X119 DEMOLISH PORTION OF FOUNDATION WALL FOR DUCT INSTALLATION. RE: MEP AND STRUCTURAL.

X122 OPEN AREA IN EXISTING CONCRETE SLAB.

X124 REMOVE FIRE ALARM EQUIPMENT TO ALLOW FOR STAIR INSTALLATION, RE: MEP.

1202/01/2024

UP

T

A

A

A

A

A

C

C

C

PARLOR

HALL

SITTING ROOM

DINING ROOM

KITCHEN

PORCH NO.1

PORCH NO.2

15'-2 3/4"

'-3

/2

4' -4

/4

15'-2 1/2"

'-0

/4

15'-2 1/2"

14'-8 3/4"

7' -7

/2

11'-4 1/2"

9' -4

11'-7 1/2"

5' -5

X106 X103

X106 X103

X106 X103

X101

X104

5'-11 1/4" 16'-1 3/4" 16'-2 1/2"

5'-11 1/4" 16'-1 3/4" 16'-2 1/2" 11'-9 1/4"

'-2

5'-11 1/4" 16'-1 3/4" 14'-8 3/4"

1'-4 3/4"

11'-8"

8' -9

1' -4

/4

'-6

/2

9'

-2

/2

1' -3

/2

X108

X108

X108X109

X109

X107

X107

X107

X109

X108

X107

X116

X110

X121

X115

X115

X115

X115

2' -0

3'-5"+/- 2'-0"+/-

X123

X123

X123

AD101

X121

X123

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OFHARRY S TRUMAN NATIONAL HISTORIC SITE

80036

239217

REPAIR FOUNDATIONS TRUMAN FARM HOME

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET,

SUITE 100

KANSAS CITY, MO

T: 816.474.0900 TF01

2/ 2/

:4

1:

P M

AD101

FIRST FLOOR DEMOLITION

PLAN

HSTR Truman Farm HomeTF, JC

TF, JC

AS, JT, NA

02/02/2024

SCALE AD101 3/8" = 1'-0" A

1 First Floor Demolition Plan

KEYNOTES

121 FULLY EXCAVATE AROUND BUILDING PERIMETER PER LIMITS INDICATED ON OTHER PLANS AND CIVIL DWGS

FOR REPAIRS TO STONE AND BRICK FOUNDATION. RE: DIVISION 1 GENERAL REQUIREMENTS FOR

CONTRACTOR REQUIRED ARCHEOLOGICAL COORDINATION.

122 PROVIDE PORTABLE BLOWER FANS AT BASE OF CHIMNEYS ON FIRST FLOOR FOR THE DURATION OF THE

PROJECT TO ENSURE DRY CONDITIONS ON THE INTERIOR.

X101 REMOVE EXISTING STAIRS AND RAILINGS IN THEIR ENTIRETY.

X103 REFER TO MEP DRAWINGS FOR MORE INFORMATION.

X104 REFER TO CIVIL DRAWINGS FOR MORE INFORMATION.

X106 REMOVE EXISTING FLOOR GRILLE.

X107 NO WORK IN THIS AREA - NO CONSTRUCTION ACCESS ALLOWED.

X108 THE ENTIRETY OF THE EXTERIOR AND INTERIOR SURFACES WHERE ANY WORK SHALL OCCUR, OR SHALL BE

ADJACENT TO, SHALL BE PROTECTED IN THEIR ENTIRETY FOR THE TOTAL OF THE WORK BEING PERFORMED, TYPICAL. ANY AREAS THAT BECOME DAMAGED SHALL BE RESTORED AT CONTRACTOR'S EXPENSE TO PATCH

AND RESTORE ANY ITEM IN KIND, TYPICAL. NO EXCEPTIONS.

X109 NO CONSTRUCTION ACCESS BEYOND POINT INDICATED. PROVIDE TEMPORARY DUST PROTECTION PARTITION

HELD IN PLACE WITH TENSION RODS.

X110 06 1000 CAREFULLY REMOVE EXISTING WOOD RAMP IN ITS ENTIRETY. INSPECT FOR TERMITE DAMAGE, ROT, OR DETERIORATION. IF DAMAGE IS DISCOVERED, RECONSTRUCT PORTION OF RAMP IN-KIND, ASSUME 20SF.

RE: 01 2700 CONTRACT LINE ITEMS. SALVAGE, PROTECT, AND STORE WOOD RAMP ON-SITE FOR REINSTALLATION. STAKE AND MEASURE PLACEMENT OF SALVAGED RAMP IN ORIGINAL LOCATION AND

CONFIGURATION FOR RELOCATION.

X115 REMOVE AND DISPOSE OF EXISTING MESH BARRIER UNDER PORCH. EXCAVATE 1'-0" BELOW AND 6" OUT FROM

PORCH EDGE FOR NEW ENCLOSURE INSTALLATION. RE: CIVIL.

X116 EXISTING CRACK MONITORS AT INTERIOR AND EXTERIOR OF BUILDING SHALL BE NOTED FOR THEIR LOCATION AND ORIENTATION AT EXISTING CRACKED LOCATIONS. REMOVE MONITORS. COMPLETE THE WORK SHOWN.

INSTALL NEW CRACK MONITOR AT SAME REMOVED LOCATIONS FOR FUTURE MONITORING OF SAME

LOCATIONS.

X121 06 2000 CAREFULLY REMOVE CARPET AND SALVAGE FOR REINSTALLATION. CLEANLY CUT AND REMOVE 24 IN.

X 24 IN. PORTION OF EXISTING WOOD FLOOR AND SALVAGE FOR REINSTALLATION WITHIN NEW WOOD ACCESS PANEL - HIDDEN WITHIN WOOD FLOOR FINISH. COORDINATE HATCH LOCATION WITH MECHANICAL DUCT LOCATION IN CRAWL SPACE, RE: MECH, AND THE WOOD JOIST LAYOUT FOR REFRAMING, RE: STRUCT. RE: 01

2700 CONTRACT LINE ITEMS.

X123 EXISTING CARPET RUNNER TOUR PATHWAYS, DO NOT DISTURB. PROTECT DURING CONSTRUCTION, TYPICAL.

A

AD101

2 Parlor Carpet

1302/01/2024

3/8"=1'-0"

4' 0 4' 8'

SCALE

DN

NORTH

BEDROOM

HALL

SOUTH

BEDROOM

HARRY'S

BEDROOM

D

D

D

D

D

D

15'-2 3/4"

'-4

15'-2 3/4"

8' -1

0"

15'-2 1/2"

'-0

/4

15'-3 1/4"

C

C

'-2

16'-…