Boulder Associates, Inc.

1426 Pearl Street | Suite 300 | Boulder, Colorado 80302 | 303.499.7795 | www.boulderassociates.com

BOULDER ■ SACRAMENTO ■ ORANGE COUNTY ■ SAN FRANCISCO ■ DALLAS

ADDENDUM #1

May 11, 2017

Veterans Community Living Center at Rifle

State Project: 2016-032P15 – Resident Safety and Accessibility Improvements

Boulder Associates Project No. 152732.00

Issued To: All Plan Holders

By: Boulder Associates Architects

This addendum forms part of the Contract Documents and modifies the original documents dated February 1, 2017.

Modification to the documents include, but are not limited to:

Clarifications:

- For work at the building main entrance and north parking lot off 5th Street, contractor to maintain building access

by one of the following methods:

o Provide safe pedestrian access from 5th Street to the main entrance (automatic sliding door)

throughout the course of the project, or

o Phase work so when the porte cochere / main entrance is inaccessible the north parking lot and side

entrance are completely open and when the north parking lot and side entrance are closed, the main

entrance is free and clear to the street.

- For work in the corridors, common areas, and at the windows, the facility will remain operational during

construction. The facility has the capacity to vacate one side of a given corridor for 7-hour shifts or vacate up to

4 resident rooms at one time.

- Work hours are Monday – Friday, 8AM – 6PM.

- Davis Bacon wages do not apply.

- Contractor is to identify the number of days to complete the project on the bid form. The anticipated time frame

listed in the advertisement for bids is an estimate and not a maximum number of calendar days to complete the

project.

- There are no liquidated damages on this project.

- For electrical systems, the General Conditions, article 42 supersede specification section 260500, 2.6 on length

of warranty for electrical systems.

- All existing exit lights are to remain. Where they are located in the new ceiling tile, they are to be reinstalled in

same location in the new tile per keynote 5.

Drawing Sheets Modified:

A1.1 – Porte Cochere – Enlarged Plan

- Removed incidental linework from above for clarity.

L1.0 – Landscape Plan

- Clarified scope of integral color concrete to match architectural and civil drawings.

END OF ADDENDUM #1

13.0'

R

Q

S

T

U

8.3

8.1

7.6

7.3

DASHED LINE INDICATES PORTE

COCHERE OVERHANG ABOVE

2' - 3" 8' - 7 3/4" 12' - 8 1/2" 8' - 7 3/4" 2' - 3"

2' -

3"

8'

- 7

3/4

"8

' -

2 1

/2"

8'

- 7

3/4

"

2' -

3"

A4.1

6

A3.11

A3.1

2

9

A4.1

1

A4.1

X2X1

Y1

Y2

34' - 6"

30

' -

0"

26°

D.S.

D.S.

D.S. D.S.

(E) CONCRETE

RETAINING WALL

FLUSH CURB, SEE CIVIL

PRECAST CONCRETE BOLLARD, TYP.

(E) COLUMN

NEW CONCRETE

CURB, SEE CIVIL

2' - 9" 1' - 3"

1' - 0"

6" 24' - 0" 6"

1' - 0"

1' - 9" 2' - 3" 19' - 7 1/2"

EQ

EQ

(E) METAL RAILING,

REPAINT P7

NEW 42" TALL

GUARDRAIL, TYP.

LIGHT BOLLARD, TYPICAL OF (5). SEE ELECTRICAL

2A

2A

A8.1

200A

A8.1

200B

8' - 0"

1'

- 0

"

D.S.

E

F

3

A1.2

NEW 42" TALL

GUARDRAIL, TYP.

PAINT P7.

2A 2A

2A

RELOCATE (E) FLAG POLE,

SEE LANDSCAPE

1

1A

CURB TRANSITION, SEE CIVILA

CC

ESS

IBLE

LO

AD

ING

ZO

NE

22

' -

3 3

/8"

9"

1' -

0"

4' -

0"

4' -

0"

CURB TRANSITION, SEE CIVIL

LINE OF (E) CANOPY ABOVE

LOADING ZONE

5' - 0" ACCESSIBLE 4

' -

0"

4' -

0"

1' - 6"

INTEGRAL COLOR CONCRETE AT SHADED AREA

A3.1

5

A3.1

4

A3.1 3

X1.4 X1.6

A3.16

A3.1

7

20' - 0" 8' - 6"

9"

9" 8' - 0 1/2"

(E) RETAINING WALL

NEW CONCRETE CURB

(E) FENCE TO REMAIN, REINSTALL

IN SAME LOCATION AS REQUIRED

TO REGRADE / POUR CURB.

REPAINT P7 COMPLETELY

AROUND CIRCLE DRIVE TO CHAIN

LINK FENCE

NEW CONCRETE CURB, SEE CIVIL

3' - 0"

5' -

0"

9"6' -

0"

CONNECT (E) GUARDRAIL

TO NEW 1 1/2" O.D. GALV.

STEEL PIPE END POST

CJ

CJ

EJ

CJ

CJ

EJ

3 E

Q S

PA

CES

= 2

2' -

9 1

/4"

3 E

Q S

PA

CE

S =

21

' -

3 7

/8"

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

Y1.4

Y1.6

COORDINATE NEW LOCATION OF

EXISTING PLAQUE WITH OWNER

4

A1.2

4

A1.2

SEE LANDSCAPE FOR CONTROL

JOINT LOCATIONS IN ISLAND

(E) METAL GUARD RAIL,

REPAINT P7

(E) CHAIN LINK FENCE

(E) GAZEBO

(E) METAL PIPE FENCE,

REPAINT P7

ADD-1

REMOVE EXISTING LIGHT FIXTURE HEAD ONLY. LIGHT

POLE AND BASE TO REMAIN. SEE ELECTRICAL FOR

FIXTURE TYPE.

1

KEYNOTE SYMBOLS

ADD ALTERNATE NO. 3: NEW LIGHT BOLLARDS, SEE

ELECTRICAL2A

3REMOVE EXISTING HANDRAIL, CLEAN PAINT OFF

BRACKETS, AND SALVAGE FOR REUSE. WHERE WALL

PROTECTION IS TO BE INSTALLED, FLOAT TEXTURED WALL

TO SMOOTH SURFACE. REINSTALL HANDRAIL AT SAME

HEIGHT / LOCATION.

4

REMOVE EXISTING EXTERIOR WINDOW AND WOOD

WINDOW STOOL. REPLACE WITH NEW WINDOW PER

TYPE INDICATED ON PLAN. PATCH AND REPAIR

SURROUNDING GYP. BOARD, RETEXTURE, AND REPAINT

AS REQUIRED.

4A

ADD ALTERNATE NO. 1 & 5: REPLACE EXISTING EXTERIOR

WINDOW AND WOOD WINDOW STOOL. REPLACE WITH

NEW WINDOW PER TYPE INDICATED ON PLAN. PATCH

AND REPAIR SURROUNDING GYP. BOARD, RETEXTURE,

AND REPAINT AS REQUIRED.

5

REMOVE EXISTING CEILING TILES AND LIGHT FIXTURES,

UNLESS NOTED OTHERWISE. ALL NEW FIXTURES TO BE

MOUNTED IN SAME LOCATION AS EXISTING FIXTURE.

ALL CEILING MOUNTED DEVICES TO REMAIN.

6REMOVE SUSPENDED LIGHT FIXTURES. MOUNT NEW

FIXTURES AT SAME MOUNTING LOCATION AS EXISTING

SUSPENDED RODS. REPAINT CEILING AS INDICATED ON

CEILING PLANS.

7

REMOVE EXISTING CORNER GUARDS AND MILLWORK

BASE. MOUNT NEW CORNER GUARDS ON TOP OF

BASE. ALIGN TOP OF CORNER GUARD WITH TOP OF

NEW WALL PROTECTION.

ADD ALTERNATE NO. 4: REMOVE EXISTING LIGHT POLE

AND BASE. PROVIDE NEW POLE BASE AND LIGHT

FIXTURE HEAD. REUSE EXISTING POLE. SEE ELECTRICAL

FOR FIXTURE TYPE.

1A

8A

ADD ALTERNATE NO. 2: REPLACE FLOORING AND BASE

IN LOBBY 201 TO MATCH EXISTING AT NEW AUTOMATIC

SLIDIGN DOOR. REPAINT ADJACENT WALLS TO NEAREST

INSIDE CORNER.

PROJECT NUMBER

DRAWN BY

DATE

REVISIONS

SHEET TITLE

SHEET NUMBER

Boulder Associates, Inc.

www.boulderassociates.com

Architecture + Interior Design

1426 Pearl Street, Suite 300

Boulder , Colorado 80302

303.499.7795

PROJECT

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BMW

February 1, 2017

PORTE COCHERE -

ENLARGED PLAN

A1.1

SVCLC AT RIFLERESIDENTSAFETY &ACCESSIBILITYIMPROVEMENTS851 E. 5th STREETRIFLE, CO 81650

100%

CONSTRUCTION

DOCUMENTS

1/4" = 1'-0"A1.0 A1.1

1 ENLARGED SITE PLAN

DESCRIPTION DATE

ADD-1 ADDENDUM 1 05.11.2017

Flow Pan

Edge of Landscaping

Rock Retaining Wall

Steel Handrail

Drain

X

Elevation=5448.1'

Elevation=5437.2'

31.3'22.4'

20.2' 19.9'

20.2'

24.2

'

14.0

'

36.0

'

13.0

'

10.4'

Entryway

Fire Department Connection

LANDSCAPE MATERIAL KEYNOTES

PAVING

1.1 INTEGRAL COLORED CONCRETE PAVEMENT WITH SAW CUTV-GROVE JOINTS, DAVIS COLOR #641 (SEQUOIA SAND), LIGHTBROOM FINISH; RE CIVIL DETAILS & SPEC.

1.2 ASPHALT PAVEMENT: RE CIVIL PLANS, DETAILS AND SPEC.

1.3 2-3" ROUND RIVER ROCK, MIXED COLORS, LAID ON WEEDFABRIC - DEPTH AS NECESSARY TO FILL VOID

1.4 CONCRETE PAVEMENT WITH SAW CUT, V-GROOVE JOINTS,LIGHT BROOM FINISH, NATURAL GRAY; RE CIVIL DETAILS &SPEC.

PLANTING

2.1 SHRUB, PERENNIAL & ORNAMENTAL GRASS PLANTING WITHMINERAL MULCH ON WEED BARRIER FABRIC, RE. DET. 3, DWG.L1.1 & SPEC.

SITE AMENITIES

3.1 FLAGPOLE: RELOCATED FLAGPOLE - INSTALL PERMANUFACTURER'S STANDARDS AND WIND LOADREQUIREMENTS, RE. DET. 1, DWG. L1.1

3.2 BOLLARDS: 12" DIA. x 36" HIGH PRECAST CONCRETE BOLLARD,RE. DET. 3, DWG. L1.1

Flow Pan

Edge of Landscaping

Rock Retaining Wall

Steel Handrail

Drain

X

Elevation=5448.1'

Elevation=5437.2'

31.3'22.4'

20.2' 19.9'

20.2'

24.2

'

14.0

'

36.0

'

13.0

'

10.4'

Entryway

Fire Department Connection

PLANT TYPE SIZE MATURE HEIGHT WATER REQ.SPACING SUN ASPECT

EVERGREEN SHRUB

JH 12 JUNIPERUS HORIZONTALIS 'BLUE CHIP' #5 CONTAINER LOWBLUE CHIP JUNIPER 6' O.C. <1'-S

DECIDUOUS SHRUBS

CCD 24 CARYOPTERIS X CLANDONENSIS 'DARK KNIGHT' #5 CONTAINER LOWDARK KNIGHT BLUE MIST SPIREA 30" O.C. 3-4'-Su

PFJ 31 POTENTILLA FRUTICOSA 'JACKMANNII' #5 CONTAINER LOWJACKMANN POTENTILLA 30" O.C. 2-3'-Su

PFP 5 POTENTILLA FRUTICOSA 'PINK BEAUTY' #5 CONTAINER LOWPINK BEAUTY POTENTILLA 30" O.C. 2-3'-Su

RAG 24 RIBES ALPINUM 'GREEN MOUND' #5 CONTAINER LOWGREEN MOUND CURRANT 30" O.C. 3-4'-Su-FSh

RAL 22 RHUS AROMATICA 'GRO-LOW' #5 CONTAINER LOWGROW LOW SUMAC 36" O.C. 2-3'-Su

SJG 18 SPIRAEA JAPONICA 'GOLD FLAME'' #5 CONTAINER MEDGOLDFLAME SPIREA 30" O.C. 2-3'-Su-FSh

SPM 7 SYRINGA PATULA 'MISS KIM' #5 CONTAINER LOWMISS KIM LILAC 48" O.C. 3-5'-Su

PERENNIALS

CHL 27 CHASMANTHIUM LATIFOLIUM #1 CONTAINER MEDNORTHERN SEA OATS 24" O.C. 2-3'-S

HSO 25 HEMEROCALLIS 'STELLA DE ORO' #1 CONTAINER LOWDWARF GOLD DAYLILY 18" O.C. 2'-S

PNU 18 PAPAVER NUDICAULE #1 CONTAINER MEDICELAND POPPY 18" O.C. 1-2'-S

SSB 25 SCHIZACHYRIUM SCOPARIUM 'BLAZE' #5 CONTAINER LOWBLAZE LITTLE BLUESTEM GRASS 24" O.C. 3-4'-S

SPACING: PLANT SYMBOLS SYMBOLIZE RECOMMEND SPACING BASED ON MATURE GROWTH

PLANT LEGEND

PROJECT NUMBER

DRAWN BY

DATE

REVISIONS

SHEET TITLE

SHEET NUMBER

Boulder Associates, Inc.

www.boulderassociates.com

Architecture + Interior Design

1426 Pearl Street, Suite 300

Boulder , Colorado 80302

303.499.7795 F 303.499.7767

PROJECT

REV

152732.00

J. OUELLETTE

02/01/2017

L1.0

VETERANS

COMMUNITY LIVING

CENTER AT RIFLE

851 EAST 5TH STREET

RIFLE, CO

81650

100%CONSTRUCTIONDOCUMENTS

DESCRIPTION DATE

LANDSCAPE PLAN

Ouellette & Associates, Inc.

605 Ithaca Drive

Boulder, Colorado 80305

SCALE: 1" = 10'-0"1

LANDSCAPE PLAN

1.4

1.4

1.4

3.1

8'-0"

8'-0

"

26'-2"

R5'-0"

8'-0"

15'-0

"

CLC/L

3.2

1.2

1.2

2.1

2.1

2.1

2.1

2.2

SCALE: 1" = 10'-0"2

PLANTING PLAN

7 HSO6 RAG

4 RAL4 CCD

6 RAG

6 RAL

13 CHL

7 JH

6 SJG

9 PFJ

4 HSO7 PFJ

10 SSB2 SPM

1 JH

9 HSO

14 SSB

7 CHL

7 CCD

6 RAL

6 RAG

18 PNU

6 RAG

6 RAL

5 CCD

5 HSO

7 CHL

9 PFJ

4 JH

3 SJG

EQ

.E

Q.

C/L

EDGE OF ASPHALT, RE.CIVIL DWG.

5 PFP

6 PFJ

3 SPM

9 SJG

2 SPM

EQ

.E

Q.

EQ. EQ.

SCORE JOINT @MIDPOINT, TYP.

ALIGN JOINTS W/CENTERPOINT, TYP.

8'-0

"8'

-0"

8'-0

"

EQ

.E

Q.

6'-0

"6'

-0"

3'-6"

1'-3"

1'-0

"

1'-0

"2'-0"

NN NN

2 EQ

UAL

90.00°

8'-0

"8'

-0"

7'-3

"

8'-0"

5 CCD

1.4

1.3

1.1 1.1

ADD-1

ADD-1

ADD-1

ADD-1

ADD-1

ADDENDUM 1 05.11.17ADD-1