civil_plan_set_1914.01_Cannonsburgh_9.2.26.pdf

PDF 10 MB Posted Oct 15, 2026

Attached to: ADA Improvements at Cannonsburgh Village
Solicitation number: ITB-10-2027
Issued by: Rutherford County, Tennessee

About this file

Written by GovTribe AI · Oct 21, 2026

This is a civil plan set document for the City of Murfreesboro, Tennessee, related to ADA improvements at Cannonsburgh Village. The project involves accessibility upgrades to the Cannonsburgh Village facility to ensure compliance with Americans with Disabilities Act requirements. The civil plan set, dated September 2, 2026, provides detailed architectural and engineering drawings for the proposed ADA improvements, including site plans, grading plans, utility locations, and construction details. The sealed bid submission for this project, identified as ITB-10-2027, has a deadline of Tuesday, November 10, 2026, at 2:00 pm CST. The plan set serves as the technical specifications and design documentation that bidders must use to prepare accurate cost estimates and project proposals.

The civil plan set contains the engineering and design specifications necessary for contractors to understand the scope of work, site conditions, and construction requirements for the ADA improvements. Bidders are expected to review these plans thoroughly to develop comprehensive bids that address all accessibility modifications outlined in the civil plan set. The document establishes the baseline design parameters and construction standards that the selected contractor must follow upon award. No additional information regarding pricing terms, funding sources, or other contract conditions is evident from this plan set document alone.

View the file

Other files

File	Type	Posted
Bid_Form_-_ADA_Improvements_at_Cannonsburgh_Village.pdf	PDF	Oct 15, 2026
Cannonsburgh_SPEC_COMB_10.13.26.pdf	PDF	Oct 15, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

X XX X

PROJECT LOCATION

SECTION NUMBER

ELEVATION NUMBER

SHEET NUMBER

DETAIL NUMBER

REVISED AREAS

CONTAINED IN

EQUIPMENT NUMBER

CORRESPONDS TO

ITEM IN EQUIPMENT

GRID

SECTION CUT

CLOUD

COLUMN

REFERENCE

EQUIPMENT

A00

BOOK

DOOR NUMBER

WINDOW TYPE

REVISION

DETAIL

ELEVATION

TEMPORARY SITE BENCHMARKT.B.M.

PROPERTY/BOUNDARY LINE

HIDDEN, FUTURE, OR EXISTING

CONSTRUCTION TO BE REMOVED

LEVEL LINE OR WORK POINT

CENTERLINE

BREAK LINE

LOCATION OF TEST BORING

No. 0

GRAPHIC LEGEND

INTERIOR ELEVATION

ELEVATION NUMBER

SHEET NUMBER

WALL TYPE

DWELLING UNIT TO INCLUDE AUDIO AND

VIDEO ALARM FEATURES FOR THE

HEARING AND VISUALLY IMPAIRED

A101

FENCE LINE

A101

Ref

A101

1. UNLESS OTHERWISE NOTED, DIMENSIONS ON BATHROOM / TOILET PLANS ARE TAKEN FROM THE FACE OF FINISH

MATERIALS.

2. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE OWNER'S REPRESENTATIVE OR THE DESIGNER BEFORE CONTINUING WITH

CONSTRUCTION.

5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND COORDINATE ALL TRADES.

6. CONTRACTOR SHALL VERIFY ALL EQUIPMENT LOCATIONS AND DIMENSIONS AND COORDINATE ALL TRADES.

7. CONSTRUCT CHASES WHERE REQUIRED ITEMS TO BE CONCEALED IN WALLS WILL NOT FIT IN WALL.

GENERAL NOTES

NOTES:

1. CONTRACTOR SHALL NOTIFY DESIGNER PRIOR TO SUBMISSION OF BID OR ACCEPTANCE OF THE CONTRACT OF ANY ABBREVIATION WHICH IS NOT UDERSTOOD. ACCEPTANCE OF THE WORK SHALL BE CONSTRUED AS THE CONTRACTOR'S FULL UNDERSTANDING OF ALL ABBREVIATIONS USED.

2. ANY ABBREVIATION CAN BE MADE PLURAL WITH THE ADDITION OF AN 'S' AT THE END.

3. THE ADDITION OR DELETION OF PERIODS FROM ANY ABBREVIATION DOES NOT CHANGE ITS DEFINITION.

ABBREVIATIONS

PLASTER, GYPSUM BOARD,

GROUT (AS INDICATED)

UNDISTURBED SOIL

BACKFILL

PLYWOOD

ROUGH WOOD BLOCKING GLASS (ELEVATION)

BRICK

ASPHALT PAVEMENT

CONCRETE MASONRY UNIT

CONCRETE

GRANULAR (AGGREGATE,

METAL (LARGE SCALE)

ROUGH WOOD

POROUS) FILL

BATT INSULATION

ACOUSTICAL CEILING

RIGID INSULATION

FINISH WOOD (SECTION)

SPRAY FOAM INSULATION

MATERIALS LEGEND

- UNLESS NOTED OTHERWISE

PROJECT NO.

DATE

SHEET NO.

Reproduction of these drawings or any part thereof is prohibited without written approval of the architect, KLINE SWINNEY

ASSOCIATES.

These drawings are protected by U.S.

REVISIONS

DATE:

OWNER:

08/03/2026

1914.01

G0.01

08/03/2026

A D

A I

M P

R O

V E

M E

N T

S A

T C

A N

N O

N S

B U

R G

H V

A G

R O

N T

S T

R E

E T

M U

R F

R E

E S

B O

R O

C O

V E

D A

T A

S H

E E

ADA IMPROVEMENTS AT

CANNONSBURGH VILLAGE

CONSTRUCTION DOCUMENTS

08/03/2026

CITY OF MURFREESBORO

312 FRONT STREET

MURFREESBORO, TN 37129

ESTABLISH AN ACCESSIBLE PATH TO TOILETS IN THE VISITORS CENTER FROM ADJACENT BUILDINGS WHICH INCLUDES RAMP MODIFICATIONS AND HARDSCAPE IMPROVEMENTS FROM THE STREET TO THE NEW ADJACENT

ACCESSIBLE PARKING SPACES. MINOR TOILET FACILITY IMPROVEMENTS ARE ALSO INCLUDED.

PROJECT DESCRIPTION

ARCHITECTURAL

A1.01 PLANS AND ELEVATIONS

CIVIL

C0.1 GENERAL NOTES

C0.2 GENERAL NOTES

C1.0 EXISTING CONDITIONS & INITIAL EPSC PLAN

C2.0 SITE PLAN

C3.0 GRADING, DRAINAGE, & FINAL EPSC PLAN

GENERAL

Sheet Number Sheet Name

Current Revision

Current Revision Date

G0.01 COVER & DATA SHEET

CONTACTS

ARCHITECTURAL

KLINE SWINNEY ASSOCIATES

22 MIDDLETON STREET

NASHVILLE, TENNESSEE 37210

615.255.1854 PROJECT MANAGER: Anthony Mangrum

PARTNER IN CHARGE: TIM PIANSAY

CIVIL

• 2018 INTERNATIONAL BUILDING CODE

• 2018 INTERNATIONAL PLUMBING CODE

• 2018 INTERNATIONAL MECHANICAL CODE

• 2017 NATIONAL ELECTRIC CODE

• 2018 INTERNATIONAL FUEL GAS CODE

• 2012 INTERNATIONAL FIRE CODE

• 2018 INTERNATIONAL ENERGY CONSERVATION CODE

• 2018 NFPA 101 LIFE SAFETY CODE

• 2017 ICC/ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS & FACILITIES CODE

• 2016 NFPA 13 STANDARD FOR INSTALLATION FOR SPRINKLER SYSTEMS

• 2016 NFPA 72 NATIONAL FIRE ALARM & SIGNALING

• 2016 ASME A17.1 SAFETY FOR ELEVATORS AND ESCALATORS

• 2014 ACI 318 BUILDING CODE REQUIREMENTS STRUCTURAL CONCRETE

• * INCLUDES LOCAL AMENDMENTS BY METRO CODES

APPLICABLE METRO NASHVILLE CODES

VICINITY MAP

INDEX OF DRAWINGS

" INCH(ES) OR SECOND(S)

# NUMBER

& AND

' FOOT OR FEET OR MINUTE(S)

/ PER

< LESS THAN

> GREATER THAN

@ AT

A.B. ANCHOR BOLT

A.F.F. ABOVE FINISHED FLOOR

A.F.S. ABOVE FINISHED SLAB

A.H.U. AIR HANDLING UNIT

A/C AIR CONDITIONER

ABV. ABOVE

ACC. ACCESSIBLE

ACOUS. ACOUSTICAL

ADH. ADHESIVE

ALT. ALTERNATE

ALUM. ALUMINUM

APPROX. APPROXIMATE(LY)

ARCH. ARCHITECT(URAL)

ASB. ASBESTOS

ASPH. ASPHALT

B.M. BENCH MARK

B.U.R BUILT UP ROOF

B/W BOTH WAYS

BD. BOARD

BDR. BEDROOM

BDRM. BEDROOM

BLD. BUILDING

BLDG. BUILDING

BLKG BLOCKING

BM. BEAM

BOT. BOTTOM

BRD. BOARD

BRG. BEARING

BRNG. BEARING

BTM. BOTTOM

C. CLOSET

C. CUBIC

C.B. CHALK BOARD

C.B. CATCH BASIN

C.J. CONTROL JOINT

C.L. CENTER LINE

C.M.U. CONCRETE MASONRY UNIT

C.O. CLEAN OUT

C.S.C. CLASSROOM STORAGE CABINET

C.T CERAMIC TILE

C/C CENTER TO CENTER

CAB. CABINET

CAR. CARPET

CENT. CENTER

CER. CERAMIC

CFA CLEAR FLOOR AREA

CL. CLOSET

CLG. CEILING

CLO. CLOSET

CLOS. CLOSET

CLR. CLEAR(ANCE)

CNTR. COUNTER

CNTR. CENTER

CO. COMPANY

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINIOUS OR CONTINUE

CONTR. CONTROL

CORR. CORRUGATED

CORR. CORRIDOR

CPT. CARPET

CTR. CENTER

CU. CUBIC

D DOWN

d. DEPTH

D.L. DEAD LOAD

D.R. DINING ROOM

D.S. DOWNSPOUT

D/W DISHWASHER

DBL. DOUBLE

DEPT. DEPARTMENT

DET. DETAIL

DIA. DIAMETER

DIAG DIAGONAL

DIN. DINING

DN DOWN

DO. DITTO (SAME AS ABOVE)

DRW. DEAWER.

DTL. DETAIL

DWG. DRAWING

DWR. DRAWER

E.J EXPANSION JOINT

E.W.C. ELECTRIC WATER COOLER

E/W EACH WAY

EA. EACH

EL. ELEVATION

ELEC. ELECTRIC(AL)

ELECT. ELECTRIC(AL)

ELEV. ELEVATION OR ELEVATOR

ENGR. ENGINEER(ING)

EQ. EQUAL

EX. EXISTING

EXH. EXHAUST

EXIST. EXISTING

EXP. EXPOSED

EXT. EXTERIOR

F.A. FIRE ALARM

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.F.E. FINISHED FLOOR ELEVATION

F.O.B. FACE OF BRICK

F.O.C. FACE OF CONCRTETE

F.O.F. FACE OF FINISH

F.O.S. FACE OF STUDS

F.O.W. FACE OF WALL

F.T. FIRE RATED

FDN. FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FIN. FINISH(ED)

FLR. FLOOR(ING)

FLRG. FLOORING

FT. FOOT OR FEET

FTG. FOOTING

G.B. GRAB BAR

G.C. GANERAL CONTRACT(OR)

G.I. GALVANIZED IRON

G.L. GLASS OR GALZING

GA. GAUGE OR GAGE

GAL. GALVANIZED OR GALLON

GALV. GALVANIZED

GAR. GARAGE

GRD. GRADE OR GROUND

GRND. GROUND

GYP. GYPSUM

H HEAD

h. HEIGHT

H.A.C. HEATING/AIR CONDITIONING

H.B. HISW BIBB

H.C. HOLLOW CORE

H.M. HOLLOW METAL

H.V.A.C. HEATING VENTILATION AND AIR

CONDITIONING

H/C HANDICAPPED

HD. HEAD

HDW. HARDWARE

HDWR. HARDWARE

HGT. HEIGHT

HOR. HORIZONTAL

HORZ. HORIZONTAL

HT. HEIGHT

HTG. HEATING

I.D. INSIDE DIAMETER

I.P. IRON PIPE

IN. INCH(ES)

INCL. INCLUDE OR INCLUDING

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

J. JAMB

JAN. JANITOR

JMB. JAMB

JST. JOIST

JT. JOINT

KIT. KITCHEN

KITCH. KITCHEN

L. LENGTH OR LONG

L.B. POUND

L.L. LIVE LOAD

L.R. LIVING ROOM

L.S. LUMP SUM

LAB. LABORATORY

LAM. LAMINATE(D)

LAV. LAVATORY

LB. LAG BOLT

LIV. LIVING

M.B. MARKER BOARD

M.H. MANHOLE

M.O. MASONRY OPENING

MAS. MASONRY

MAT. MATERIAL(S)

MATL. MATERIAL(S)

MAX. MAXIMUM

MECH. MECHANICAL

MEZZ. MEZZANINE

MFG. MANUFACTURING

MFR. MANUFACTURER(S)

MIN. MINIMUM

MIRR. MIRROR

MISC. MISCELLANEOUS

MSRY. MASONRY

MT. METAL

N.I.C. NOT IN CONTRACT

N.T.S NOT TO SCALE

NO. NUMBER

NOM. NOMINAL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.H. OPPOSITE HAND

OPP. OPPOSITE

P.L. PROPERTY LINE

P.L.F. POUNDS PER LINEAR FOOT

P.P. POWER POLE

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

P.T. PRESSURE TREATED

P.T.D. PAINTED

P.V.C. POLYVINYL CHLORIDE

PART. PARTICLE

PCS. PIECE(S)

PL. PLATE

PLAS. PLASTER(ED)

PLAST. PLASTIC

PLYWD. PLYWOOD

PNL. PANEL

PR. PAIR

PTD. PAPER TOWEL DISPENSER

PTN. PARTITION

PVMT. PAVEMENT

Q.T. QUARRY TILE

R. RADIUS

R.A. RETURN AIR

R.A.G. RETURN AIR GRILLE

R.O. ROUGH OPENING

R.O.W. RIGHT OF WAY

R.R. RAIL ROAD

R.W.L. RAINWATER LEADER

R/W RIGHT OF WAY

RAD. RADIUS

RD. ROOF DRAIN

REF. REFER(ENCE)

REF. REFRIGERATOR

REFL. REFLECTED

REQ'D. REQUIRED

RET. RETURN

REV. REVISION(S) OR REVISE(D)

RM. ROOM

S. SILL

S.C. SOLID CORE

S.J. STEEL JOIST(S)

S.S. SERVICE SINK

S.S. STAINLESS STEEEL

SCH. SCHEDULE

SCHED. SCHEDULE

SECT. SECTION

SERV. SERVICE

SH. SHELF

SHF. SHELF

SHLV. SHELVING

SHT. SHEET(S)

SIM. SIMILAR

SNK. SINK

SP. SPACE

SPEC. SPECIFICATION

SPK. SPEAKER

SPKLR. SPRINKLER

SQ. SQUARE

STD. STUD

STD. STANDARD

STL. STEEL

STO. STORAGE

STOR. STORAGE

STRUC. STRUCTURE OR STRUCTURAL

STRUCT. STRUCTURE OR STRUCTURAL

SUSP. SUSPENDED

SYM. SYMMETR(Y)(ICAL)

SYS. SYSTEM

SYST. SYSTEM

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T'HOLD THRESHOLD

T. TELEPHONE

T.B. TACK BOARD

T.O.B. TOP OF BEAM

T.O.J. TOP OF JOIST

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

T.P.H. TOILET PAPER HOLDER

T.S.C. TEACHER STORAGE CABINET

T.V. TELEVISION

TEL. TELEPHONE

TELE. TELEPHONE

TEMP. TEMPERED

THK. THICK

THKNS. THICKNESS

TLT. TOILET

TOIL. TOILET

TOL. TOILET

TYP. TYPICAL

U UP

U.L. UNDERWRITERS LABORATORY

U.N.O. UNLESS OTHERWISE NOTED

U.O.N. UNLESS NOTED OTHERWISE

V.C.T. VINYL COMPOSITION TILE

V.W.F. VINYL WALL FABRIC

VERT. VERTICAL

W. WIDTH OR WIDE

W.C. WATER CLOSET

W.H. WATER HEATER

W.W.F. WELDED WIRE FABRIC

W/ WIDTH

W/O WITHOUT

WD. WOOD

WHFE. WALL HUNG FIRE EXTINGUISHER

X BY

SITE ENGINEERING CONSULTANTS

850 MIDDLE TENNESSEE BLVD.

MURFREESBORO, TENNESSEE 37129

615.890.7901

PROJECT ENGINEER: MARK LEE

PARTNER IN CHARGE: MATT TAYLOR

L E

T E

N N

E S

S E

E B

O U

L E

V A

R D

U R

F R

E E

S B

O R

O T

E N

N E

S S

E E

N G

E R

C O

N S

U L

T A

N T

Th e si te a s sh ow n on th es e co ns tru ct io n dr aw in gs is in te nd ed to a ch ie ve s pe ci fic e ng in ee rin g de si gn c rit er ia a nd o bj ec tiv es . I t i s th e so le re sp on si bi lit y of th e ow ne r/d ev el op er to e ns ur e th at th e co ns tru ct io n of th e si te s ho w n on th es e co ns tru ct io n dr aw in gs is in to ta l a cc or da nc e w ith th e de si gn a s no te d, d es cr ib ed

, a nd il lu st ra te d.

T he e ng in ee r a ss um es n o ad m in is tra tiv e lia bi lit y or re sp on si bi lit y in th e as su ra nc e th at th e si te is c on st ru ct ed in a cc or da nc e w ith th e co ns tru ct io n pl an s.

E N

E E

V E

A N

D P

L A

N N

L A

N D

S C

A P

E A

R C

E C

T U

R E

N O

P O

O N

O F

D R

G M

E R

O D

U C

O U

W R

N C

O N

T O

F S.

. I N

C O

T S.

. I N

N O

P O

O N

O F

D R

G M

E R

O D

U C

O U

W R

N C

O N

T O

F S.

. I N

P H

O N

-7

-M A

M T

A Y

L O

S E

C -C

.C O

-2

Know what's below.

before you dig.Call

Survey Datum Statement:

Site Clearing and Demolition Notes:General Plan Notes:

City of Murfreesboro Standard Site Plan Notes:

Traffic Control Notes: Erosion and Sediment Control/Storm Water Pollution Prevention Plan (SWPPP) Notes:

UTILITY PROVIDERS:

SEWER: MWRD (MURFREESBORO WATER RESOURCES

DEPARTMENT)

WATER: MWRD (MURFREESBORO WATER RESOURCES

DEPARTMENT)

ELECTRIC: MTE (MIDDLE TENNESSEE ELECTRIC)

GAS: ATMOS ENERGY

ADA Accessibility Notes:

Know what's below.

before you dig.Call

Survey Datum Statement:

MWRD Waterline Notes:

General Utility Notes: Sewer Notes:

Site Plan Notes: Grading And Drainage Plan Notes:

Electrical Notes:

Natural Gas Notes:

Paving and Striping Notes:

MWRD Sewer Notes:

L E

T E

N N

E S

S E

E B

O U

L E

V A

F R

E E

S B

O R

O T

E N

N E

S S

E E

N G

E R

C O

N S

U L

T A

N T

, a nd il lu st ra te d.

E N

E E

V E

D P

L A

N N

L A

N D

S C

A P

E A

R C

E C

T U

R E

N O

P O

O N

O F

D R

G M

E R

O D

U C

O U

W R

N C

O N

T O

F S.

. I N

C O

T S.

. I N

N O

P O

O N

O F

D R

G M

E R

O D

U C

O U

W R

N C

O N

T O

F S.

. I N

P H

O N

-7

M T

A Y

L O

S E

C -C

-2

Know what's below.

before you dig.Call

EPSC Phasing

Initial EPSC Notes:

SWPPP Narrative:

Initial EPSC Construction Sequence:

DUST CONTROL NOTES:

General Contractor Shall Install All Initial EPSC Measures And All Such Measures Must Be Inspected And Approved By City Of Murfreesboro Prior To Any Earthwork Beginning.

L E

T E

N N

E S

S E

E B

O U

L E

V A

F R

E E

S B

O R

O T

E N

N E

S S

E E

N G

E R

C O

N S

U L

T A

N T

, a nd il lu st ra te d.

E N

E E

V E

D P

L A

N N

L A

N D

S C

A P

E A

R C

E C

T U

R E

N O

P O

O N

O F

D R

G M

E R

O D

U C

O U

W R

N C

O N

T O

F S.

. I N

C O

T S.

. I N

N O

P O

O N

O F

D R

G M

E R

O D

U C

O U

W R

N C

O N

T O

F S.

. I N

P H

O N

-7

M T

A Y

L O

S E

C -C

-2

Know what's below.

before you dig.Call

L E

T E

N N

E S

S E

E B

O U

L E

V A

F R

E E

S B

O R

O T

E N

N E

S S

E E

N G

E R

C O

N S

U L

T A

N T

, a nd il lu st ra te d.

E N

E E

V E

D P

L A

N N

L A

N D

S C

A P

E A

R C

E C

T U

R E

N O

P O

O N

O F

D R

G M

E R

O D

U C

O U

W R

N C

O N

T O

F S.

. I N

C O

T S.

. I N

N O

P O

O N

O F

D R

G M

E R

O D

U C

O U

W R

N C

O N

T O

F S.

. I N

P H

O N

-7

M T

A Y

L O

S E

C -C

-2

The proposed electrical, gas, water and telecommunications information shown hereon is not an actual design to be used for construction, and is for reference and illustrative purposes only. The contractor shall refer to the actual final design for each proper discipline (electrical, civil, mechanical, etc.)

with the Tennessee professional engineer's seal, for precise design information.

Know what's below.

before you dig.Call

FINAL EPSC NOTES:

L E

T E

N N

E S

S E

E B

O U

L E

V A

F R

E E

S B

O R

O T

E N

N E

S S

E E

N G

E R

C O

N S

U L

T A

N T

, a nd il lu st ra te d.

E N

E E

V E

D P

L A

N N

L A

N D

S C

A P

E A

R C

E C

T U

R E

N O

P O

O N

O F

D R

G M

E R

O D

U C

O U

W R

N C

O N

T O

F S.

. I N

C O

T S.

. I N

N O

P O

O N

O F

D R

G M

E R

O D

U C

O U

W R

N C

O N

T O

F S.

. I N

P H

O N

-7

M T

A Y

L O

S E

C -C

-2

FINISHED FLOOR

TOP OF

SEAT

TOP OF

SEAT

FINISHED FLOOR

DECK HEIGHT

FINISHED FLOOR

TOP OF GRAB BAR

MIRROR

SURFACE - NOT

BOTTOM OF

FRAME

BOTTOM OF

TOP OF RIM

FINISHED FLOOR

TOP OF RIM

BOT. OF APRON

B O

M O

F M

O R

S U

C E

O T

B O

M O

A M

BOTTOM OF ROLL

FINISHED FLOOR

" M

A X

36" OR 42"

24"

O F

B A

SEE PLAN33

42"

12" MAX.

54" MIN.

36"6" MAX.

12"

A C

C E

S S

32"- 42"

" S

D A

R D

7"- 9"

" M

. T

M O

F R

A C

C E

S S

" S

D A

R D

16"-18"

18"+/-

8" MIN. 6" MAX.

9" M

.38

" M

A X

B O

M O

R O

R S

U R

N O

T B

O M

O F

M E

MIN.

15" 40

" M A

MIN.

17"

6" MAX.

" M

9" M

8" MIN.

" M

A X

MIN.

15" 40

" M A

B O

M O

V E

A B

B A

39"- 41"

CENTERLINE OF BAR

" M

A X

B O

M O

39"- 41"

CENTERLINE

B A

OF BAR

" M

A X

" M

A X

" M

GRAB BAR

MIRROR

GRAB BAR OUTSIDE

DIAMETER 2"DISPENSER

TOILET TISSUE

GRAB BAR OUTSIDE DIAMETER 2"

SANITARY NAPKIN DISP.

TOILET TISSUE DISP.

OR WATER COOLER

DRINKING FOUNTAINOR WATER COOLER

DRINKING FOUNTAIN

AND DRAIN LINES; LEAVE NO

INSULATE (COVER) HOT WATER

POINTED OR SHARP ITEMS

EXPOSED

MIRROR OR

MEDICINE

CABINET

MIRROR OR

MEDICINE

CABINET

POINT OF SERVICE

TOILET PAPER

HOLDER

VERTICAL

GRAB BAR

NOTE: GRAB BARS REQUIRED AT ACCESSIBLE WATER CLOSETS ONLY.

COMPLY WITH CHILD GRAB BAR MOUNTING HEIGHT IN CLASSROOM TOILETS.

P E

N S

E R

(N .I.

P A

P E

R T

O W

E L

G R

A B

B A

" x

6" P

S H

E D

O R

G R

A B

B A

R V

E R

A L

ACCESSIBLE STANDARD

D R

F O

U N

R C

O O

A N

D A

C C

E S

S O

S W

R C

E T

M E

C A

E T

R Y

A N

D M

O R

STANDARD ACCESSIBLE (ACC.)

H O

R (N

.I.

T P

A P

E R

T U

R E

C C

E S

S O

R Y

V A

N /S

C H

E D

N T

O F

W .C

2" M

" M

M O

F R

BOTTOM OF GRAB BAR 1

2" M

" M

A X

. A T

S S

R O

O M

T O

" F

O R

A G

E S

(P R

E -K

U R

A C

C E

S S

A N

N D

A R

MIN.

15".

MIN.

15".

- 0

STANDARD (HIGH) ACCESSIBLE (LOW)

MIN.

13 1/2".

24" +/-

SANITARY NAPKIN

DISPENSER

A R

1. THE INFORMATION CONTAINED WITHIN THIS SCHEDULE SHALL BE FOLLOWED UNLESS

NOTED ELSEWHERE.

2. HAND OPERATED WATER CLOSET FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN

(WIDE) SIDE OF THE TOILET SPACE.

ACCESSORIES LEGEND:GENERAL NOTES:

3. ALL DIMENSIONS ON THIS SHEET ARE TO FACE OF GYPSUM BOARD OR CMU UNLESS

NOTED OTHERWISE.

36GB 36" GRAB BAR

42GB 42" GRAB BAR

18VGB 18" VERTICAL GRAB BAR

FD FLOOR DRAIN

HD HAND DRYER

PGM PLATE GLASS MIRROR -

FRAMED

PTD PAPER TOWEL DISPENSER

(N.I.C.)

RH ROBE / COAT HOOK

SD SOAP DISPENSER (N.I.C.)

SND SANITARY NAPKIN DISPOSAL

(N.I.C.)

TPH TOILET PAPER HOLDER (N.I.C.)

S O

A P

P E

N S

E R

(N .I.

" M

S A

A R

Y N

A P

P O

S A

L (N

.I.

R O

B E

O A

T H

O O

" M

4. TOILET PAPER HOLDERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY, NOR THE

TYPE THAT DO NOT ALLOW CONTINUOUS PAPER FLOW.

5. PROVIDE CONTINUOUS BLOCKING FOR ALL GRAB BARS.

6. CONTRACTOR TO FIELD VERIFY THAT ALL REQUIRED CLEARANCES ARE MET.

7. TOILET ACCESSORIES LISTED AS "N.I.C." (NOT IN CONTRACT) ARE TO BE PROVIDED BY

THE OWNER AND INSTALLED BY THE CONTRACTOR.

2' 4' 8'0

2"0

1/4" = 1'-0"

A1.01

NEW 36GB TO BE

ADDED

WOMENS

RESTROOM

Sp. 102

MENS

RESTROOM

Sp. 103

A1.01

ADJUST DOOR

CLOSER TO MEET 5

SECOND CLOSE TIME

SLOPE 1:12 MAX

MOVE 42GB TO MEET MAX

DISTANCE FROM WALL CORNER

SD TO BE LOWERED

TO 48" MAX. A.F.F.

NEW 36GB TO BE

ADDED

MOVE 42GB TO MEET MAX

DISTANCE FROM WALL CORNER

PGM TO BE LOWERED

TO 40" MAX. A.F.F.

ADJUST DOOR

CLOSER TO MEET 5

SECOND CLOSE TIME

PTD TO BE

LOWERED TO 44"

A.F.F.

LOWER LAVATORY TO NO

MORE THAN 34" A.F.F.

LOWER LAVATORY TO NO

MORE THAN 34" A.F.F.

12" MAX

583.25'

5'-0" +/-

RAMP SLOT: 3" GAP TO AVOID

CONTACT W/ EXIST. WOOD

EXTERIOR (SEE 8/A1.01)

CONNECT EXIST. DOWNSPOUT TO A NEW CAST IRON

DOWNSPOUT BOOT AND ROUTE PVC DRAINAGE PIPING UNDER

NEW RAMP TO DAYLIGHT ON THE OPPOSITE SIDE, INCLUDE A

STAINLESS STEEL MESH PIPE CAP CLOSURE. CONTRACTOR TO

COORD. DOWNSPOUT BOOT SIZE WITH EXIST. DOWNSPOUT.

PARTS:

DOWNSPOUT BOOTS.COM OR EQUAL,

https://www.downspoutboots.com/ninety.php

DRAIN COVER: (DAYTON, MODEL 2RXL4,

GRAINGER.COM, OR EQUAL)

NEW HANDRAIL TO

MATCH EXIST.

DIMENSIONS

NEW HANDRAIL

1' - 5 1/2"

END POST TO BE LOCATED IN

SAME LOCATION AS ORIGINAL

N E

W E

G NEW EXISTING

1/2" EXP. MATERIAL BETWEEN

EXIST. BLDG AND NEW RAMP, TYP.

NEW 18VGB TO BE

ADDED

NEW 18VGB TO BE

ADDED

RAMP FOOTING

A1.01

CONTROL

JOINT

A1.01

(SEE CIVIL)

S E

E C

NEW 36GB

42GB

TPH

SND

NEW 18VGB

PGM TO BE

LOWERED TO

40" MAX.

A.F.F.LOWER

LAVATORY TO

NO MORE

THAN 34" A.F.F.

SD TO BE

LOWERED TO 48"

MAX. A.F.F.

PTD TO BE

LOWERED

TO 44" A.F.F.

PGM TO BE

LOWERED TO 40"

MAX. A.F.F.

LOWER

LAVATORY TO

NO MORE

THAN 34" A.F.F.

SD TO BE

LOWERED TO

48" MAX. A.F.F.

PTD TO BE

LOWERED

TO 44" A.F.F.

NEW WATER

CLOSET,

CONTROL TO BE

ON RIGHT SIDE

NEW 36GB TO BE

INSTALLED

42GB

TPH

NEW 18VGB

FIRST FLOOR

ELEV. 2.09'

GROUND LEVEL

ELEV. 0.00'

CONCRETE RAMP TO AVOID

CONTACT W/ EXIST. WOOD

EXTERIOR (SEE 8/A1.01)

SLOPE 1:12 MAX

CONNECT EXIST. DOWNSPOUT TO A NEW CAST IRON

DOWNSPOUT BOOT AND ROUTE PVC DRAINAGE PIPING UNDER

NEW RAMP TO DAYLIGHT ON THE OPPOSITE SIDE, INCLUDE A

STAINLESS STEEL MESH PIPE CAP CLOSURE. CONTRACTOR TO

COORD. DOWNSPOUT BOOT SIZE WITH EXIST. DOWNSPOUT.

EQ. EQ. EQ. EQ. EQ. EQ.

25' - 2 3/16" +/-

" M

NEW RAILING

SYSTEM, PAINTED

5 1/2".1' - 0"

(SEE CIVIL)

FIRST FLOOR

ELEV. 2.09'

GROUND LEVEL

ELEV. 0.00'

SLOPE 1:12 MAX

NEW RAILING

SYSTEM, PAINTED

" M

NEW RAMP

25' - 2 3/16" +/-

EQ. EQ. EQ. EQ. EQ. EQ.

25' - 2 3/16" +/-

" M

3/ 4"

EXIST. STEPS BEYOND

5 1/2"

1' - 0"

1/ 2"

CONC. RAMP WALL W/

AGGREGATE FINISH

CONC. WALL W/

AGGREGATE FINISH,

MATCH EXIST.

FOOTING

NOTE:

PRESSURE WASH ALL EXIST. VERTICAL

AND HORIZ. SURFACES (STEPS/ LANDING/

WALL)

DAYLIGHT DRAIN ABOVE EXISTING GRADE

AS REQ'D. DRAIN COVER: (DAYTON,

MODEL 2RXL4, GRAINGER.COM, OR EQUAL)

(SEE CIVIL)

2' 4' 8'0

2"0

1/4" = 1'-0"

DNDN

E X

C A

E T

DEMO WALL END TO

INCLUDE EXIST. HANDRAIL

SUPPORT

GENERAL NOTES

MAINTAIN EXISTING CURB HEIGHTS UNLESS SHOWN OTHERWISE.

MAXIMUM CROSS SLOPE ON SIDEWALKS AND RAMPS SHALL BE 1.5%.

SIDEWALK CONTROL JOINTS NOT TO EXCEED 9'-0" SPACING

CONTRACTOR TO COORDINATE WITH OWNER FOR DIRECTIONAL SIGNAGE

MESSAGING.

CONTRACTOR TO REMOVE EXISTING LANDSCAPING AS REQUIRED TO

PREPARE FOR NEW CONSTRUCTION. COORDINATE WITH OWNER

REGARDING PRESERVING PLANT MATERIAL FOR RELOCATION.

SEE DETAIL 4/A7.02 FOR ASPHALT DETAIL.6.

CONCRETE, BROOM FINISH, PERPENDICULAR TO THE PATH OF TRAVEL.

WALL SHORING SHALL REMAIN IN PLACE ON RAMP OUTSIDE FACE UNTIL

RAMP SLAB HAS BEEN PLACED AND CURED FOR A MINIMUM OF 7 DAYS.

CONCRETE MIX DESIGN:

CONCRETE STRENGTH: 4,000 PSI; WATER/ CEMENT RATIO .45 MAX; AIR 6%

(+/- 1.5%)

1a.

ALL NEW METAL TO BE PAINTED, COLOR TO BE DETERMINED.9.

FINISH GRADE

VARIES

COMPACT SUBGRADE

4" GRANULAR

FILL

5" 8" 5"

CONT. CONC.

FOOTING W/ (3) #5

AND #4 AT 12" O.C.

#5 DOWELS AT 12"

O.C.

1 1/2" DIA. ROUND H.M.

PAINTED (COLOR

SELECTED BY OWNER) ALL

WELDS GROUND SMOOTH

(TYP.)#5 SLAB DOWELS

AT 12: O.C.

2'-6"

#5 CONT.

4" CONC. RAMP W/ #10 4x4 WWM

2" FROM BOTTOM OF SLAB,TYP.

W O

O D

N E

EXISTING

FLOOR

2" 1'

3/ 4"

VOID SLOT TO AVOID

CONC. CONTACT W/

EXIST. WOOD

VENEER ( SEE

8/A1.01)

NOTE:

ALL NEW WALKING SURFACES

AND ALL VISIBLE VERTICAL

SURFACES ARE TO BE

AGGREGATE CONC. MIX

2'-6"

DAYLIGHT DRAIN ABOVE

EXISTING GRADE AS REQ'D.

DRAIN COVER: (DAYTON,

MODEL 2RXL4,

GRAINGER.COM, OR

EQUAL)

B C

REMOVE EXISTING WOOD

PICKETS AND RAILING, TYP.

DEMO WALL

REMOVE EXISTING WOOD

PICKETS AND RAILING, TYP.

CLEAN WALL AND PATCH

HOLES REMAINING AFTER

PICKET FASTENER REMOVAL

NEW RAILING TO MATCH

EXISTING IN SHAPE AND

DIMENSIONS

NEW RAILING AND POST TO

BE LOCATED IN THE SAME

LOCATION AS EXISTING.

5"8"5"

V A

2" 1'

3/ 4"

4 1/2"

NOTE:

NEW RAILING TO MATCH

EXISTING IN SHAPE AND

DIMENSIONS

7 1/4" +/-

REMOVE EXIST. WALL SUCH TO

ALLOW FOR NEW RAILING

ATTACHMENT

LINE OF EXIST. WALL TO BE

REMOVED

1/4" "U" SHAPED PLATE

(PAINTED, COLOR TO BE

DETERMINED) W/ ANCHOR

BOLTS

CAP BOTTOM OF PIPE

1" 4"

6 1/2" +/-

PROJECT NO.

DATE

SHEET NO.

Reproduction of these drawings or any part thereof is prohibited without written approval of the architect, KLINE SWINNEY

ASSOCIATES.

These drawings are protected by U.S.

REVISIONS

08/03/2026

1914.01

A1.01

08/03/2026

A D

A I

M P

R O

V E

M E

N T

S A

T C

A N

N O

N S

B U

R G

H V

A G

R O

N T

S T

R E

E T

M U

R F

R E

E S

B O

R O

P L A

N S

A N

D E

L E

V A

N S

1/4" = 1'-0"

2 FIRST FLOOR PLAN WITH UPGRADES- NOTED

1/4" = 1'-0"

3 WOMENS ELEV. - UPGRADES

1/4" = 1'-0"

4 WOMENS ELEV. - UPGRADES

1/4" = 1'-0"

6 MENS ELEV. - UPGRADES

1/4" = 1'-0"

5 MENS ELEV. - UPGRADES

1/4" = 1'-0"

10 SECTION - NEW RAMP

1/4" = 1'-0"

9 ELEVATION - NEW RAMP

1/4" = 1'-0"

1 FIRST FLOOR - DEMO

1" = 1'-0"

7 RAMP SECTION 1

11 RAMP SLOT AXON

3" GAP TO AVOID

CONTACT W/

EXIST. WOOD

EXTERIOR 5'-0" +/-

SLOPE AT 1/8" PER

1'-0"

GENERAL NOTES:

1. ALL (NEW AND EXIST.) TOILET

ACCESSORIES ARE TO MOUNTED PER THE

HEIGHTS INDICATED IN THE "FIXTURE &

ACCESSORY ELEVATION/ SCHEDULE",

SHEET A1.01

2. PATCH, REPAIR HOLES AND SCUFFS

RESULTING FROM MOVING ACCESSORIES

AND/ FIXTURES, TYP.

1" = 1'-0"

8 RAMP SECTION 2

1" = 1'-0"

12 RAILING DETAIL

Sheets

A1.01 - PLANS AND ELEVATIONS

G0.01 - COVER & DATA SHEET

File details come from the government source that posted it. Updated Oct 21, 2026.