2-Bid26007 Drawings.pdf

PDF 3 MB Posted Oct 22, 2025

Attached to: Ada County Courthouse Exterior Handrail Replacement Project 2026
Solicitation number: BID 26007
Issued by: Ada County, Idaho

About this file

Written by GovTribe AI · Oct 28, 2025

The document is a construction bid set for the Ada County Courthouse Exterior Handrail Replacement Project 2026, located in Boise, Idaho. The project involves replacing exterior handrails and guardrails around the courthouse, with an emphasis on meeting ADA guidelines and requirements. The project is scheduled for September 25, 2025, with construction documents prepared by Lombard-Conrad Architects. Key project specifications include removing existing railing posts, installing new metal tube and pipe railings, and ensuring the courthouse remains operational during construction. An alternate bid option is provided for powder coating the railings instead of painting.

The project is designed under the 2018 International Building Code, with the courthouse classified as an occupancy type B, S2, and A3, with 1-A construction type. The total building area is 310,000 square feet, and the facility is fully sprinklered. The handrail replacement will occur at various locations around the courthouse, with detailed site plans and photographic documentation of existing conditions. The project includes specific demolition notes, preservation requirements for landscaping, and precise installation specifications for new railing posts, including core drilling, concrete filling, and ensuring proper drainage and water resistance.

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Other files

File	Type	Posted
3-Bid26007 Bidders Bid Form.pdf	PDF	Oct 22, 2025
1-Bid26007 Specifications.pdf	PDF	Oct 22, 2025

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GRAPHIC AND MATERIAL SYMBOLS

(NUMBERS AND LETTERS)

GRID LINE

ROOM NAME

A101

SIM

SHEET NUMBER

DETAIL IDENTIFICATION

DETAIL

SHEET NUMBER

WALL SECTION

SECTION IDENTIFICATION

SHEET NUMBER

BUILDING SECTION

SECTION IDENTIFICATION

ROOM NUMBER

ROOM IDENTIFICATION

ROOM NAME

(NUMBER)

KEYNOTE

(NUMBER)

REVISION

DOOR LETTER

DOOR IDENTIFICATION

ROOM REFERENCE

WINDOW TYPE

(LETTER OR NUMBER)

WINDOW IDENTIFICATION

NORTH ARROW

CONTROL POINT OR

WORK POINT

DATUM POINT

TYPE NUMBER

WALL TAG

MATCHLINE

EARTH FILL

GRAVEL FILL

CONCRETE

SAND OR GROUT

BRICK OR STONE

CMU

STEEL

FINISH WOOD MEMBER

WOOD FRAMING MEMBER

WOOD BLOCKING

BATT BLANKET / BLOWN-IN

INSULATION / SPRAY APPLIED

FOAM INSULATION

RIGID INSULATION

PLYWOOD

GYPSUM BOARD

GLASS

CERAMIC TILE (PROFILE ONLY)

ACOUSTICAL TILE

SHEET NUMBER

ELEVATIONS

ELEVATION IDENTIFICATION

A101 2

A101

VICINITY MAP

BOISE, IDAHO

PROJECT SITE

STATE OF IDAHO

KEN L. GALLEGOS

LICENSED

ARCHITECT

AR-984145

651 2 3

JOB N0.:

CHECKED BY:

SHEET NO.

DRAWN BY:

DATE:

CONSULTANTS:

PHASE:

is unlawful and subject to criminal prosecution.

STAMP:

9/25/2025

:2 :4

M P

A d a C o u n ty

C o u rh o u s e H a n d ra il R e p la c e m e n t\ D e s ig n w o rk in g a M o d e ls

\2 .0

A d a C o u n ty

C o u rt h o u s e G u a rd ra il

R e p la c e m e n t

C e n tr a l.

rv t

0.00

25300.01

ADA COUNTY

PROJECT

NUMBER 26007

COVER SHEET

9/25/2025

ADA COUNTY

COURTHOUSE

EXTERIOR

HANDRAIL

REPLACEMENT

PROJECT 2026

CONSTRUCTION

DOCUMENTS

A.B. ANCHOR BOLT

ACOUS. ACOUSTICAL

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISH FLOOR

AGGR. AGGREGATE

AL. ALUMINUM

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

BD. BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BOT. BOTTOM

CAB. CABINET

C.F.O.I. CONTRACTOR-

FURNISHED/OWNER-

INSTALLED

C.L. CENTERLINE

CLG. CEILING

CLR. CLEAR

C.M.U. CONCRETE

MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONT. CONTINUOUS

CORR. CORRIDOR

CTSK. COUNTERSUNK

CNTR. COUNTER

CTR. CENTER

DBL. DOUBLE

DEPT. DEPARTMENT

D.F. DRINKING FOUNTAIN

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

EA. EACH

E.I.F.S. EXTERIOR

INSULATION

AND FINISH SYSTEM

E.J. EXPANSION JOINT

ELEC. ELECTRICAL

ELEV. ELEVATION

ELEV. ELEVATOR

ENCL. ENCLOSURE

EQ. EQUAL

EQUIP. EQUIPMENT

EXP. EXPANSION

EXST. EXISTING

EXT. EXTERIOR

F.A. FIRE ALARM

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER

CABINET

FF FACTORY FINISH

F.H.C. FIRE HOSE CABINET

FIN. FINISH

FLR. FLOOR

F.O.B. FACE OF BUILDING

F.O.C. FACE OF CONCRETE

F.O.E. FACE OF EXISTING

F.O.F. FACE OF FINISH

F.O.S. FACE OF STUDS

FT. FEET/FOOT

FTG. FOOTING

FURR. FURRING

GA. GAUGE

GALV. GALVANIZED

GND. GROUND

GR. GRADE

GYP. GYPSUM BOARD

H.C. HOLLOW CORE

HDWD. HARDWOOD

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HGT. HEIGHT

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

JAN. JANITOR

JT. JOINT

KIT. KITCHEN

LAB. LABORATORY

LAV. LAVATORY

MAX. MAXIMUM

MECH. MECHANICAL

MTL. METAL

MFR. MANUFACTURER

MH. MANHOLE

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MTD. MOUNTED

N/C NON-COMBUSTIBLE

N.I.C. NOT IN CONTRACT

NO. NUMBER

NOM. NOMINAL

N.T.S. NOT TO SCALE

O.A. OVERALL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F.C.I. OWNER FURNISHED/

CONTRACTOR-

INSTALLED

O.F.O.I. OWNER FURNISHED/

OWNER INSTALLED

OFF. OFFICE

OPNG. OPENING

OPP. OPPOSITE

PL. PLATE

PL PLASTIC LAMINATE

PLAS. PLASTER

PLYWD. PLYWOOD

PR. PAIR

PT. POINT

P.T.D. PAPER TOWEL

DISPENSER

P.T.R. PAPER TOWEL

RECEPTACLE

Q.T. QUARRY TILE

RAD. RADIUS

R.D. ROOF DRAIN

REF. REFERENCE

REFR. REFRIGERATOR

REINF. REINFORCED

REQ. REQUIRED

RESIL. RESILIENT

RM. ROOM

R.O. ROUGH OPENING

R.W.L. RAIN WATER

LEADER

S.C. SOLID CORE

SECT. SECTION

SHTH'G. SHEATHING

SHT. SHEET

SIM. SIMILAR

SPEC. SPECIFICATION

SQ. SQUARE

S.S. STAINLESS STEEL

STA. STATION

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRL. STRUCTURAL

SUSP. SUSPENDED

T.C. TOP OF CURB

TEL. TELEPHONE

T.O. TOP OF

T.O.B. TOP OF BLOCK

T.O.C. TOP OF CURB

T.O.P. TOP OF PLATE

T.O.W. TOP OF WALL

TRD. TREAD

T.V. TELEVISION

TYP. TYPICAL

U.O.N. UNLESS

OTHERWISE NOTED

UR. URINAL

VERT. VERTICAL

VEST. VESTIBULE

W/ WITH

W/O WITHOUT

W.C. WATER CLOSET

WD. WOOD

W.P. WATERPROOF

W.R. WATER RESISTANT

WT. WEIGHT

A-E F-M N-R S-Z

SHEET INDEX

ADA COUNTY COURTHOUSE

EXTERIOR HANDRAIL

REPLACEMENT PROJECT 2026

200 W. FRONT ST., BOISE, ID 83702

SEPTEMBER 25, 2025

ABBREVIATIONS

FOR ADDITIONAL MATERIAL FINISH

ABBREVIATIONS, SEE MATERIAL

LEGEND ON ROOM FINISH SHEETS.

ARCHITECTURAL

A1.00 SITE PLAN

A1.01 ENLARGED SITE PLANS

A1.02 ENLARGED SITE PLANS

A1.10 SITE DETAILS

GENERAL

0.00 COVER SHEET

M R

K D

A T

E D

E S

C R

ALTERNATE #1: POWDER

COAT RAILINGS IN LIEU OF

PAINT

PLAN ANALYSIS

2018 INTERNATIONAL BUILDING CODE (IBC)

OCCUPANCY TYPE: B, S2, A3

CONSTRUCTION: 1-A

BUILDING HEIGHT: ACTUAL: 103'-4"

BUILDING AREA:

THIRD FLOOR TOTAL 310,000 S.F.

REMODEL AREA TOTAL 0 S.F. (NOTE: THIS PROJECT AFFECTS

NO INTERIOR SPACES)

ALLOWABLE BUILDING AREA:

UNLIMITED

SPRINKLER SYSTEM:

FULLY SPRINKLERED (NFPA PAMPLET 13)

LAND USE ZONE:

R-0DD

CONDITIONAL USE PERMIT:

CUP-98-14

FIRE ALARM SYSTEM:

NON-CODED ADDRESSABLE TYPE

SMOKE CONTROL SYSTEM:

N/A

BUILDING ELEMENTS

CURRENT BUILDING CODES

ELEMENT MATERIAL RATING

STRUCTURAL FRAME STEEL/CONC. 2 HOURS

EXTERIOR BEARING WALL CON./STEEL 2 HOURS

INTERIOR BEARING WALL/SHAFTS STEEL/CONC. 2 HOURS

INTERIOR NON-BEARING WALL METAL STUDS/GYP. 0 HOURS

EXTERIOR NON-BEARING WALL STEEL/GLASS 0 HOURS

FLOOR CONSTRUCTION CONC./FLOOR DECK 2 HOURS

ROOF CONSTRUCTION CONC./FLOOR DECK 1 HOUR

C O M P A C T

C O M P A C T C O M P A C T

C O M P A C T C O M P A C T C O M P A C T C O M P A C T

NO PARKING

FIRE LANE

C O M P A C T

C O M P A C T C O M P A C T

C O M P A C T C O M P A C T C O M P A C T C O M P A C T

NO PARKING

FIRE LANE

A1.02

A1.01

A1.02

HAND RAILING AT COURTHOUSE

STEP WILL BE DONE BY OTHERS

STATE OF IDAHO

KEN L. GALLEGOS

LICENSED

ARCHITECT

AR-984145

651 2 3

JOB N0.:

CHECKED BY:

SHEET NO.

DRAWN BY:

DATE:

CONSULTANTS:

PHASE:

is unlawful and subject to criminal prosecution.

STAMP:

9/25/2025

:2 :5

M P

A d a C o u n ty

C o u rh o u s e H a n d ra il R e p la c e m e n t\ D e s ig n w o rk in g a M o d e ls

\2 .0

A d a C o u n ty

C o u rt h o u s e G u a rd ra il

R e p la c e m e n t

C e n tr a l.

rv t

A1.00

25300.01

ADA COUNTY

PROJECT

NUMBER 26007

SITE PLAN

9/25/2025

ADA COUNTY

COURTHOUSE

EXTERIOR

HANDRAIL

REPLACEMENT

PROJECT 2026

CONSTRUCTION

DOCUMENTS

GENERAL NOTES

1" = 20'-0"E1 SITE PLAN

1. DEMO NOTE: AT SIDEWALKS, CUT RAILING POST OFF AT TOP OF

CONCRETE. CORE DRILL AND REMOVE EMBEDDED POST. PLACE NEW

POST IN HOLE AND FILL HOLE WITH CONCRETE. AT STEM WALL

LOCATIONS, REMOVE PORTION OF THE CONCRETE THAT CONTAINS

THE POST 4" X WIDTH OF THE STEM WALL. POUR BACK ENTIRE

SECITION OF STEM WALL ONCE POST IS IN PLACE.

2. PRESERVE AND PROTECT EXISTING PLANTS AND LANDSCAPING

DURING CONSTRUCTION ACTIVITIES.

3. COURTHOUSE TO REMAIN OPERATIONAL DURING THE COURSE OF

THIS PROJECT. PHASE PROJECT TO ALLOW ACCESS TO THE FRONT

DOOR AT ALL TIMES.

M R

K D

A T

E D

E S

C R

D a te

R e vi si o n

/B4 A1.01

/B2 A1.01 /B3 A1.01

A1.10

/A4 A1.01

A1.10

/E2 A1.01

/D2 A1.01/D1 A1.01/E1 A1.01

/C1 A1.01

1 1

A1.10

/C2 A1.01 /D3 A1.01

/C3 A1.01

A1.10

HAND RAILING AT COURTHOUSE

STEP WILL BE DONE BY OTHERS

SD10

SD11SD12

SD13

SD14SD15

SD16

SD17

SD18

SD23SD24

SD27

SD25

STATE OF IDAHO

KEN L. GALLEGOS

LICENSED

ARCHITECT

AR-984145

651 2 3

JOB N0.:

CHECKED BY:

SHEET NO.

DRAWN BY:

DATE:

CONSULTANTS:

PHASE:

is unlawful and subject to criminal prosecution.

STAMP:

9/25/2025

:2 :5

M P

A d a C o u n ty

C o u rh o u s e H a n d ra il R e p la c e m e n t\ D e s ig n w o rk in g a M o d e ls

\2 .0

A d a C o u n ty

C o u rt h o u s e G u a rd ra il

R e p la c e m e n t

C e n tr a l.

rv t

A1.01

25300.01

ADA COUNTY

PROJECT

NUMBER 26007

ENLARGED SITE

PLANS

9/25/2025

ADA COUNTY

COURTHOUSE

EXTERIOR

HANDRAIL

REPLACEMENT

PROJECT 2026

CONSTRUCTION

DOCUMENTS

1/8" = 1'-0"C5 ENLARGED SITE PLAN

1/8" = 1'-0"B6 ENLARGED SITE PLAN

1/8" = 1'-0"E3 ENLARGED SITE PLAN

1/8" = 1'-0"D4 ENLARGED SITE PLAN

1/2" = 1'-0"D3 EX PH 10

1/2" = 1'-0"C3 EX PH 11

1/2" = 1'-0"C2 EX PH 12

1/2" = 1'-0"E2 EX PH 13

1/2" = 1'-0"D2 EX PH 14

1/2" = 1'-0"D1 EX PH 15

1/2" = 1'-0"E1 EX PH 16

1/2" = 1'-0"B4 EX PH 17

1/2" = 1'-0"A4 EX PH 18

1/2" = 1'-0"B3 EX PH 23

1/2" = 1'-0"B2 EX PH 24

1/2" = 1'-0"C1 EX PH 27

1/2" = 1'-0"B1 EX PH 25

GENERAL NOTES

KEYNOTES#

1. REMOVE RAILING AND GATE AT THIS LOCATION.

2. EXISTING RAILING MOUNTED ACCESS CONTROL BOX. REMOVE FROM

RAILING DURING DEMOLITION. DOOR TO REMAIN ACTIVE AND IN USE

DURING CONSTRUCTION. ACCESS CONTROL TO REMAIN

OPERATIONAL. MOUNT TO TEMPORARY RAILING TO ALLOW USE. RE-

MOUNT TO RAILING AFTER NEW RAILING IS IN PLACE.

3. EXISTING SIGNAGE TO BE RE-USED. REMOVE SIGNAGE AND STORE

FOR RE-INSTALLATION ON NEW RAILINGS. ATTACH IN SAME METHOD

AS PREVIOUSLY INSTALLED.

4. RAILINGS AT THE FRONT STAIRS WILL BE PROCURED AND INSTALLED

UNDER A SEPARATE CONTRACT, TYPICAL AT FRONT STAIRS. THESE

RAILINGS SHOULD NOT BE INCLUDED IN THE BID FOR THIS PROJECT.

5. THIS DOOR TO REMAIN ACCESSABLE AND AVAILABLE TO STAFF

DURING THE COURSE OF CONSTRUCTION. PROVIDE TEMPORARY

RAILINGS AS REQUIRED.

6. COURTHOUSE TO REMAIN OPEN AND OPERATIONAL DURING

CONSTRUCTION ACTIVITIES. AN ACCESSIBLE ROUTE SHALL BE

MAINTAINED.

1. DEMO NOTE: CUT RAILING POST OFF AT TOP OF CONCRETE. CORE

DRILL AND REMOVE EMBEDDED POST. PLACE NEW POST IN HOLE AND

FILL HOLE WITH CONCRETE.

2. PRESERVE AND PROTECT EXISTING PLANTS AND LANDSCAPING

DURING CONSTRUCTION ACTIVITIES.

3. COURTHOUSE TO REMAIN OPERATIONAL DURING THE COURSE OF

THIS PROJECT. PHASE PROJECT TO ALLOW ACCESS TO THE FRONT

DOOR AT ALL TIMES.

4. ALL NEW RAILINGS AND HANDRAILS SHALL MEET ADA GUIDELINES AND

REQUIREMENTS.

5. ALL NEW RAILINGS TO BE PAINTED. SEE SECTION 099113. COLOR TO BE

CONFIRMED BY OWNER IN WRITING. ADD ALTERNATE #1: POWDER

COAT RAILINGS IN LIEU OF PAINTING.

M R

K D

A T

E D

E S

C R

D a te

R e vi si o

/B4 A1.02

/B3 A1.02

A1.10

/B1 A1.02

/B2 A1.02

/C1 A1.02

A1.10

/A2 A1.02 /A1 A1.02

A1.10

/E2 A1.01/E1 A1.02

/D1 A1.02

/D3 A1.02

/D2 A1.02

/C2 A1.02

A1.10

/D3 A1.02

/C3 A1.01

A1.10

SIM.

HAND RAILING AT COURTHOUSE

STEP WILL BE DONE BY OTHERS

SD01 SD02SD03

SD04SD05

SD06 SD07 SD08

SD09SD19

SD20SD21

SD22

SD26

1/8" = 1'-0"C5 ENLARGED SITE PLAN

1/8" = 1'-0"B5 ENLARGED SITE PLAN

1/8" = 1'-0"A3 ENLARGED SITE PLAN

STATE OF IDAHO

KEN L. GALLEGOS

LICENSED

ARCHITECT

AR-984145

651 2 3

JOB N0.:

CHECKED BY:

SHEET NO.

DRAWN BY:

DATE:

CONSULTANTS:

PHASE:

is unlawful and subject to criminal prosecution.

STAMP:

9/25/2025

:2 :0

M P

A d a C o u n ty

C o u rh o u s e H a n d ra il R e p la c e m e n t\ D e s ig n w o rk in g a M o d e ls

\2 .0

A d a C o u n ty

C o u rt h o u s e G u a rd ra il

R e p la c e m e n t

C e n tr a l.

rv t

A1.02

25300.01

ADA COUNTY

PROJECT

NUMBER 26007

ENLARGED SITE

PLANS

9/25/2025

ADA COUNTY

COURTHOUSE

EXTERIOR

HANDRAIL

REPLACEMENT

PROJECT 2026

CONSTRUCTION

DOCUMENTS

1/8" = 1'-0"E3 ENLARGED SITE PLAN

1/8" = 1'-0"D4 ENLARGED SITE PLAN

1/2" = 1'-0"B3 EX PH 1

1/2" = 1'-0"B4 EX PH 2

1/2" = 1'-0"B1 EX PH 3

1/2" = 1'-0"E2 EX PH 4

1/2" = 1'-0"E1 EX PH 5

1/2" = 1'-0"D1 EX PH 6

1/2" = 1'-0"D2 EX PH 7

1/2" = 1'-0"D3 EX PH 8

1/2" = 1'-0"C3 EX PH 9

1/2" = 1'-0"C1 EX PH 19

1/2" = 1'-0"A2 EX PH 20

1/2" = 1'-0"A1 EX PH 21

1/2" = 1'-0"B2 EX PH 22

1/2" = 1'-0"C2 EX PH 26

GENERAL NOTES

KEYNOTES#

1. EXISTING SIGNAGE TO BE RE-USED. REMOVE SIGNAGE AND STORE

FOR RE-INSTALLATION ON NEW RAILINGS. ATTACH IN SAME METHOD

AS PREVIOUSLY INSTALLED.

2. RAILINGS AT THE FRONT STAIRS WILL BE PROCURED AND INSTALLED

UNDER A SEPARATE CONTRACT, TYPICAL AT FRONT STAIRS. THESE

RAILINGS SHOULD NOT BE INCLUDED IN THE BID FOR THIS PROJECT.

ADD ALTERNATE 1 APPLIES ONLY TO THE RAILINGS IN THIS AREA.

3. THIS DOOR TO REMAIN ACCESSABLE AND AVAILABLE TO STAFF

DURING THE COURSE OF CONSTRUCTION. PROVIDE TEMPARARY

RAILINGS AS REQUIRED.

4. COURTHOUSE TO REMAIN OPEN AND OPERATIONAL DURING

CONSTRUCTION ACTIVITIES. AN ACCESSIBLE ROUTE SHALL BE

MAINTAINED.

1. DEMO NOTE: CUT RAILING POST OFF AT TOP OF CONCRETE. CORE

DRILL AND REMOVE EMBEDDED POST. PLACE NEW POST IN HOLE AND

FILL HOLE WITH CONCRETE.

2. PRESERVE AND PROTECT EXISTING PLANTS AND LANDSCAPING

DURING CONSTRUCTION ACTIVITIES.

3. COURTHOUSE TO REMAIN OPERATIONAL DURING THE COURSE OF

THIS PROJECT. PHASE PROJECT TO ALLOW ACCESS TO THE FRONT

DOOR AT ALL TIMES.

4. ALL NEW RAILINGS HANDRAILS SHALL MEET ADA REQIREMENTS AND

GUIDLINES.

5. ALL NEW RAILINGS TO BE PAINTED. SEE SECTION 099113. COLOR TO BE

CONFIRMED BY OWNER IN WRITING. ADD ALTERNATE #2: POWDER

COAT RAILINGS IN LIEU OF PAINTING.

M R

K D

A T

E D

E S

C R

D a te

R e vi si o

SD001

1' - 0"

055213.A1

A1.10

SD002

1' - 0"

EQ. 2' - 5" EQ.

1' - 0"

055213.A1

A1.10

055213.A

A1.10

BASE BID

SD003

055213.A1

A1.10

055213.A1

SD004

1' - 0"

055213.A1 (2" X 2")

055213.A1 (1" X 1")

055213.A (1 1/2" X 1 1/2")

055213.A1 (2" X 2")

A1.10

SD005

055213.A1 (2" X 2")

055213.A1

055213.A

(1 1/2" X 1 1/2")

1 1/2"

45°

055213.B

(1/4")

055213.A1 (1" X 1")

INSTALL AT ALL

VERTICAL POSTS

ABOVE RAMP

3' - 0"

ABOVE RAMP

3' - 8"

SD006

A.F.F.

3' - 0"

055213.A

055213.B

055213.A1

INSTALL AT

VERTICAL POSTS

(1 1/2" X 1 1/2")

(2" X 1/4")

(2" X 2")

SD007

Q U

A L

055213.A1055213.A1

(1" X 1")

(2" X 2")

055213.A1055213.A1055213.A1055213.A1

055213.A1

1' - 0"

SD009

ABOVE RAMP

3' - 0"

055213.A1

(2" X 2")

055213.A1 (1" X 1")

055213.A1

(2" X 2")

E Q

A1.10

SD011

EXISTING RAILING AND

POST TO BE REMOVED

SD012

055213.A1 (2" X 2")

055213.A1

055213.G

055213.H2

1 5

SD013

055213

055213.A

(1 1/2")

(1 1/4")

055213 (1 1/2")

055213.G

055213.H2

SD014

ABOVE STAIR

3' - 0"

055213.A1

(2" X 2")

055213.A1

(1" X 1")

055213.A1

(2" X 2")

A1.10

SD015

ABOVE RAMP

3' - 0"

055213.A (1 1/2" X 1 1/2")

055213.A

(1 1/2" X 1 1/2")

4 1

SD016

ABOVE STAIR

3' - 0"

055213.A (1 1/2" X 1 1/2")

055213.A

(1 1/2" X 1 1/2")

SD017

ABOVE SIDEWALK

3' - 0"

055213.A1

(2" X 2")

055213.A1 (1" X 1")

055213.A1

(2" X 2")

E Q

SD018

EXISTING RAILING AND

POST TO BE REMOVED

STATE OF IDAHO

KEN L. GALLEGOS

LICENSED

ARCHITECT

AR-984145

651 2 3

JOB N0.:

CHECKED BY:

SHEET NO.

DRAWN BY:

DATE:

CONSULTANTS:

PHASE:

is unlawful and subject to criminal prosecution.

STAMP:

9/25/2025

:2 :0

M P

A d a C o u n ty

C o u rh o u s e H a n d ra il R e p la c e m e n t\ D e s ig n w o rk in g a M o d e ls

\2 .0

A d a C o u n ty

C o u rt h o u s e G u a rd ra il

R e p la c e m e n t

C e n tr a l.

rv t

A1.10

25300.01

ADA COUNTY

PROJECT

NUMBER 26007

SITE DETAILS

9/25/2025

ADA COUNTY

COURTHOUSE

EXTERIOR

HANDRAIL

REPLACEMENT

PROJECT 2026

CONSTRUCTION

DOCUMENTS

CONDOC

GENERAL NOTES

KEYNOTES#

1. SEAL ALL CONCRETE CUT JOINTS TO PREVENT WATER INTRUSION

INTO THE CUT AREA. APPLY EPOXY PAINT COATING TO NEW

CONCRETE. SEE SPECIFICATION SECTION 099600.

2. CUT EXISTING EMBEDDED POST FLUSH AT CONCRETE SURFACE.

SEE B5/A1.10 FOR TYPICAL DEMO DETAIL.

3. CORE DRILL AROUND EMBEDDED POST. REMOVE POST AND

CONCRETE. SEE B5/A1.10 FOR TYPICAL DEMO DETAIL.

4. EXISTING CONCRETE SIDWALK/CURB TO REMAIN.

5. SLOPE TOP OF NEW CONCRETE TO PROVIDE POSITIVE WATER

DRAINAGE. TOP OF COCNRETE AT POLE TO BE 1/2" ABOVE SIDE

WALK LEVEL.

6. AT CONCRETE STEM WALL, REMOVE CONCRETE SECTION IN STEM

WALL 4" WIDE X WIDTH OF WALL. REMOVE POST AND CONCRETE.

055213 PIPE AND TUBE RAILINGS

055213.A METAL PIPE RAILING.

055213.A1 METAL TUBE RAILING.

055213.B METAL PLATE.

055213.G NON-SHRINK GROUT.

055213.H2 CORE DRILLED HOLES.

1/2" = 1'-0"E6 HANDRAIL

3/8" = 1'-0"D6 HANDRAIL @ STAIRS

3/8" = 1'-0"D5 HANDRAIL @ RAMP

3/4" = 1'-0"E4 HANDRAIL @ STAIRS

3" = 1'-0"B6 HANDRAIL @ RAMP

3" = 1'-0"A6 HANDRAIL AT STAIRS

3/4" = 1'-0"E5 GUARDRAIL

1 1/2" = 1'-0"B3 HANDRAIL

3" = 1'-0"B5 POST DEMO - SLAB

3" = 1'-0"A5 POST DETAIL

1 1/2" = 1'-0"B4 HANDRAIL

1 1/2" = 1'-0"B2 HANDRAIL

1 1/2" = 1'-0"B1 HANDRAIL

1 1/2" = 1'-0"D1 HANDRAIL

1. DEMO NOTE: CUT RAILING POST OFF AT TOP OF CONCRETE. CORE

DRILL AND REMOVE EMBEDDED POST. PLACE NEW POST IN HOLE AND

FILL HOLE WITH CONCRETE.

2. PRESERVE AND PROTECT EXISTING PLANTS AND LANDSCAPING

DURING CONSTRUCTION ACTIVITIES.

1 1/2" = 1'-0"D3 HANDRAIL

3" = 1'-0"C5 POST DEMO - STEM WALL

M R

K D

A T

E D

E S

C R

Sheets

0.00 - COVER SHEET

A1.00 - SITE PLAN

A1.01 - ENLARGED SITE PLANS

A1.02 - ENLARGED SITE PLANS

A1.10 - SITE DETAILS

File details come from the government source that posted it. Updated Oct 28, 2025.