carlsbad, nm wayfinding bid docs

12171 Old Country RoadWellington, FL 33414

561.282.6205 main561.282.6207 fax

[email protected]

City of Carlsbad Wayfinding Program

CB1001

Bid Documents

November 24, 2008

Prepared for Carlsbad MainStreet

Contents

Section 1

Project Summary.................................................

Section 2

Devices...............................................................

Sign Type Key.....................................................

Sign Types..........................................................

Fonts...................................................................

Graphics..............................................................

Colors & Finishes................................................

Section 3

Drawings: Structure............................................

Drawings: Details................................................

Drawings: Graphics.............................................

Drawings: Location Plans...................................

Section 4

Message Schedule..............................................

Section 5

Specifications......................................................

1.1

2.1

2.2

2.3

2.7

2.8

2.15

3.1

3.28

3.32

3.52

4.1

5.1

Section 1 Summary

Project:

Sheet Description:

Project Number: Page:

CB1001

City of Carlsbad Wayfinding ProgramBid Documents

Carlsbad MainStreet

Prepared for:

Date:

November 2008

12171 Old Country RdWellington, FL 33414

561.282.6205www.mayfieldcreative.com

© 2008 Mayfield Creative, Inc. All rights reserved. This material is the property of Mayfield Creative. The recipient acknowledges that this material is proprietary and agrees not to use or disclose this material, or to make copies, without the written consent of Mayfield Creative, as long as the material remains confidential and property known only by Mayfield Creative and authorized recipients.These drawings are meant for Design Intent onlyand are not for construction. All dimensions andsite conditions shall be verified by the Sign Contractor. Mayfield Creative shall be notified of any and alldiscrepancies, variations or substitutions from thesedocuments. Shop drawings, specification details and samples shall be submitted to Mayfield Creative for approval prior to proceeding with fabrication. All copy shall be proofread by the client and legal requirements checked by their legal counsel.

Section 1 Project Summary

1.1

Project Summary

This document includes drawings and specifications for the preparation of bids to fabricate and install

a wayfinding system for the City of Carlsbad sponsored by Carlsbad MainStreet. This Bid Document

represents Design Intent and shall not be used as shop drawings. It is a communication device for

prospective bidders to understand the form and function of elements that constitute exterior sign elements.

From this Bid Document, the prospective bidder shall formulate and submit their bid to fabricate, deliver

and install all items required to fulfill the contracted scope of work as described in a RFP produced under

separate cover by the City of Carlbsad, New Mexico.

The successful bidder will receive an updated version of these documents to be known as Contract

Documents which will include refinements to the message schedule, location plans and sign quantities.

After the contract award, the Sign Contractor will submit a revised scope fee based on unit costs included

in their winning bid.

Access to the Mayfield Creative FTP will be given to the Sign Contractor to retreive production art and

relative project files.

Section 2 DevicesSign Type KeySign TypesFontsProduction ArtColors & Finishes

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




14.5

14.5

14.5

14.5

14.5

Section 2 Devices

2.1Indicates an alternateelevation or detail.

Indicates an area that hasbeen blown up and detailed.

Indicates an alternatepoint of view.

Indicates section view.Top figure representsdrawing number and bottom figure represents page where drawing is located.

General Specification.

Specification call-out.

Sign location call-out.

Indicates drawing number, drawing title and scale.

Ø 9”

R=41/2

90º

1’-0”

EQ EQ

5

Indicates diameter

Indicates radius

Indicates angle

Indicates dimension

Indicates equal measurement.

Indicates center line.

Indicates revised portionof a drawing.

A4.5

Indicates match line.Matching edge (top letter).Page location (bottom number).

Hidden object line(.5 pt. thickness).

Visible object line(.5 pt. thickness).

Section or emphasis line(1 pt. thickness).

Grade or mounting surface line (2 pt. thickness).

Scale Figures.

Specificationmessage

Indicates drawing break

1 FRONT VIEWSCALE: 1”=1’-0”

14.5

Color/Finish call-out.P5

3

A1.2

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 2 Sign Type Key

2.2

Type Description

A1.0 Identification

B1.0 Banner

D1.0 Directory

E1.0 Exhibit, Interpretive

F1.0 Flag, Pennant

G1.0 Gateway

H1.0 Accessible

K1.0 Kiosk, Interactive

P1.0 Pedestrian Directional

R1.0 Regulatory

V1.0 Vehicular Directional

Z1.0 Garnish, Decorative

Identifies Graphic Variation

Indicates Form

Indicates Function

Sign Face (A)

A1.1

Sign Location Call-outFor use on location plans

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 2Sign Type OverviewV1, V2, V3, V4, V5, V6V7, V8, V9

2.3

Family Rec Center

Tansill Dam

Conference Center

Pub Golf Course

Beach & Riverwalk Beach & Riverwalk

Beach & Riverwalk

Conference Center

Pub Golf Course

SOUTH

WEST

3/4 mi 1/2 miKeepRight

SOUTH

EASTWEST

1 TYPE V1NS

2 TYPE V2NS

3 TYPE V3NS

1 TYPE V7NS

2 TYPE V8NS

3 TYPE R4 NS

1 TYPE V5NS

2 TYPE V6NS

3 TYPE V4NS

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 2Sign Type OverviewA1, A2, A3, A4, A5G3, P1, P2

2.4

Municipal Tennis Courts

6 TYPE G3NS

7 TYPE P1NS

8 TYPE P2NS

1 TYPE A1NS

5 TYPE A5NS

4 TYPE A4NS

3 TYPE A3NS

2 TYPE A2NS

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 2 Sign Type Overview A6, K1, K2, K3, R1, R2, R3, V13, V14

2.5

Nulla dui purus, eleifend velConsequat non, dictum porta, nulla.

Duis ante mi, laoreet ut, commodo Leifend, cursus nec, lorem. Aenea

Etiam imper tris de diet turpis. Praesent nec augue. Curabitur ligul

Trum id, tempor sed, consequat dui. Vestibulum accumsan emagna.

Duis ante mi, laoreet ut, coodo Leifend, cursus nec, em. Aenea

Municipal Beach Park

NO LIFEGUARD ON DUTYNulla dui purus, eleifend vel

Consequat non, dictum porta, nulla.

Duis ante mi, laoreet ut, commodo Leifend, cursus nec, lorem. Aenean eu.

Etiam imper tris de diet turpis. Praesent nec augue. Curabitur ligula quam,

Trum id, tempor sed, consequat ac, dui. Vestibulum accumsan eros nec magna.

Vitae dui. Vestibulum nec ligula et lorem consEquat ullamcorper. Class aptent taciti sociosqu.

Ltora torquent per conubia nostra, per incs. Phasellus eget nisl ut e yipsertum lit porta ullam.

Maecenas tincidunt velit quci. Nullam ut mauris eu mi mollis luctus.

Class aptent taciti sociosqu ad litora torque.Per conubia nostra, per inceptos hymenaeos.

Sed cursus cursus velit. Sed a massa. Duis dignissim euismod quam.

No Fishing

No Swimming

No Fishing

No Swimming

PPA R K

Dareto

Explore

Dareto

Explore

Dareto

Explore

Aliquam lectus orci, adipiscing et, sodales ac, feugiat non, lacus. Ut dictum velit nec est. Quisque posuere, purus sit amet malesuada blandit, sapien sapien auctor arcu, sed pulvinar felis mi sollicitudin tortor. Maecenas volutpat, nisl et dignissim pharetra, urna lectus ultrices est, vel pretium pede turpis id velit. Aliquam sagittis magna in felis egestas rutrum. Proin wisi libero, vestibulum eget, pulvinar nec, suscipit ut, mi. Integer in arcu ultricies leo dapibus ultricies. Sed rhoncus lobortis dolor. Suspendisse dolor. Mauris sapien velit, pulvinar non, rutrum non, consectetuer eget, metus. Morbi tincidunt lorem at urna. Etiam porta. Ut mauris. Phasellus tristique rhoncus magna. Nam tincidunt consequat urna. Sed tempor.

1 TYPE K1NS

2 TYPE K2NS

3 TYPE K3NS

5 TYPE R1NS

6 TYPE R2NS

7 TYPE R3NS

8 TYPE V13NS

4 TYPE A6NS

9 TYPE V14NS

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 2 Sign Type Overview G1, G2, F1

2.6

5 TYPE F1NS

1 TYPES G1 & G2NS

EXISTING GATEWAY STRUCTURE

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 2 Sign Type Overview B1, B2

2.7

1 TYPE B1NS

2 TYPE B2NS

Dareto

Explore Explore theLiving Desert

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 2 Fonts

2.8

ABCDEFGHIJKLMNOPQRSTUVWXYZabcdefghijklmnopqrstuvwxyz1234567890




Myriad Pro Condensed

Myriad Pro Condensed Bold

Myriad Pro Regular

Myriad Pro Semibold

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 2 Production Art

2.9

Terra CottaPMS 1595

TorquoisPMS 638

SandPMS 7403

EggplantPMS 5125

1 CITY OF CARLSBAD LOGONS

Graphic files for sign production shown on this page will be available for download upon award of contract. Email Mayfield Creative at: [email protected] to request access information.

2 CARLSBAD MAINSTREET LOGONS

3 BRAND STANDARD COLORSNS

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





2.10

5 SUNBURST GRAPHICNS

9 LOGOTYPE GRAPHICNS

7 SWOOSH GRAPHICNS


6 SUNBURST/SWOOSH GRAPHICNS

8 YOU ARE HERE SYMBOLNS

1 CITY BRANDMARKNS

2 MAINSTREET BRANDMARKNS

3 CITY SIGNITURENS

4 MAINSTREET SIGNITURENS

10 LOGOTYPE/SWOOSH GRAPHICNS

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





2.11

1 NO SWIMMING SYMBOLNS

3 DIRECTIONAL ARROWSNS

2 NO FISHING SYMBOLNS


5 HWY SYMBOLSNS

6 DISCOVER CARLSBAD MARKERNS

4 PARKING AREA SYMBOLNS

10 RESTROOM SYMBOLNS

12 INFORMATION SYMBOLNS

7 ARTS TRAIL MARKERNS

11 ACCESSIBLE RESTROOM SYMBOLNS

8 SINGLE LINE TAG GRAPHICNS

9 STACKED TAG GRAPHICNS

NOT USED

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





2.12

You Are Here

Carlsbad MainStreet

Highways

Streets

Railroad

Parks

Discover Carlsbad Trail Markers

Restrooms

Accessible Restrooms

Information

Eddy County Court House

Carlsbad Public Library

Carlsbad Museum & Art Center

Halagueno Arts Park

Santa Fe Railway Depot

Bataan Bridge

Cascades at Carlsbad

Municipal Beach & Bath House

Riverwalk

Tansill Dam

Family Recreation Center


Pecos River Village Conference Center

Carlsbad Springs

Flume

Heritage Park / Eddy House

San Jose Plaza

Carlsbad Cemetery & Santa Catarina Cemetery

Walter Gerrells Performing Arts & Exhibition Centre

National Parks Service

Fiesta Drive-In

Cavern City Airport

Carlsbad Youth Sports Complex

Carlsbad Medical Center

Ocotillo Trail

Location Name To Be Determined

Living Desert State Park Zoo & Gardens

Carlsbad Chamber of Commerce

West Stevens Street

West Mermot Street

West Fox Street

West Greene Street

North Canyon Street

North Canal Street

North H

alagueno Street

North A

lameda Street

South Canyon Street

South Canal Street

South Halagueno Street

South Alam

eda Street

Hobbs Hwy

1

5

28

2

3

4

North M

ain StreetSouth M

ain Street

26

16

17

25

15

8 28

7 12

14

9

10

11

00

11111111116

22

18

19

14141124

20

23

21

1

2

3

4

5

6

7

8

10

9

11

12

13

14

15

16

17

18

20

19

21

22

23

24

25

26

27

28

13

27

23

1 MAINSTREET MAP NS


2 PECOS RIVER MAP NS

You Are Here

Carlsbad MainStreet

Highways

Streets

Railroad

Parks

Discover Carlsbad Trail Markers

Restrooms

Accessible Restrooms

Information

Eddy County Court House

Carlsbad Public Library

Carlsbad Museum & Art Center

Halagueno Arts Park

Santa Fe Railway Depot

Bataan Bridge

Cascades at Carlsbad

Municipal Beach & Bath House

Riverwalk

Tansill Dam

Family Recreation Center


Pecos River Village Conference Center

Carlsbad Springs

Flume

Heritage Park / Eddy House

San Jose Plaza

Carlsbad Cemetery & Santa Catarina Cemetery

Walter Gerrells Perf Arts & Exhibition Centre

National Parks Service

Fiesta Drive-In

Cavern City Airport

Carlsbad Youth Sports Complex

Carlsbad Medical Center

Ocotillo Trail

Living Desert State Park Zoo & Gardens

Carlsbad Chamber of Commerce

Municipal Golf Course

North Canal Street

Hobbs Hwy

13

10

27

26

16

17

25 15

8 29

7 12 14

9

10 11

22

18

19

24

20

23

21

1

2

3

4

5

6

7

8

10

9

11

12

13

14

15

16

17

18

20

19

21

22

23

24

25

26

27

6

East Church Street

North Canyon Street

East Riverside Drive

Muscatel Avenue

27

7 12 9

28

28

8

6

13

11

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





2.134 MS DIRECTIONAL ART-A

NS


1 MS IDENTITY ARTNS

5 MS DIRECTIONAL ART-BNS

2 MS KIOSK IDENTITY ARTNS

3 PECOS KIOSK IDENTITY ARTNS

6 PARKING AREA ARTNS

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





2.14

1 CITY BANNER ART-B1.1NS




Dareto

Explore

Dareto

Explore

Dareto

Explore

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





2.15

1 MS BANNER ART-B2.1NS




Visit Our River Explore theLiving Desert

Carlsbad Caverns National Park

Experience Golfi ng Fun on the River

1 MS BANNER ART-B2.1NS 2 MS BANNER ART-B2.2

NS

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 2 Colors & Finishes

2.16

Code

-

Description

-

Color / Finish / Specification

-

Manufacturer

-P1

P2

P3

P4

P5

P6

P7

P8

P9

M1

V1

V2

V3

S1

Exterior Enamel

Exterior Enamel

Exterior Enamel

Exterior Enamel

Exterior Enamel

Exterior Enamel

Exterior Enamel

Exterior Enamel

Exterior Enamel

Stainless Steel

Reflective Vinyl

Vinyl

Vinyl

Stain (Pressure Treated)

MP00853 Terra Cotta

MP00426 Turquoise

MP01451 Sand

MP04400 Eggplant

MP06997 Warm White

Semi-gloss Black

White

MP00686 Light Eggplant

Flat Black

Polished

A7801-R White

A9090-O Black

A9330-O Cardinal Red

Yosemite

Matthews Paint

Matthews Paint

Matthews Paint

Matthews Paint

Matthews Paint

Fabricator’s Source, Subject to Designer’s Approval


Matthews Paint



Avery

Avery

Avery

Penofin

Section 3 Drawings:• Structure• Details• Graphic• Location Plans

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




4'-0"

R 5'-1 1/4"

30'-0"

10'-0

"4'-

8 1/2"

3'-9"

1'-0"

1'-7"

30'-0

"

3'-0"

3'-6"

8'-0"

Section 3DrawingsStructureG1, F1

3.1

Aluminum sheet(attachment detail TBD).

Fiberglass flagpole.

.25” aluminum plate. Mounted to back surface of CMU wall.

3“ thick Aluminum reverse channel letter, mounted to CMU wall with 1” standoffs. Standoffs painted to match stucco finish.

2” thick Aluminum reverse channel letter, mounted to CMU wall with 1” standoffs. Standoffs painted to match stucco finish.

Existing exterior stucco CMU wall.

1

1 FRONT ELEVATIONSCALE: 1/4”=1’-0”

13.3

2

3

4

5

6

3 P9

1 P2 1 P3 1 P1

2

6

4 P2

4 P5

5 P5

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




4'-0"

R 5'-1 1/4"

30'-0"

13'-0

"4'-

8 1/2"

3'-9"

1'-0"

4'-0"

30'-0

"

3'-0"

3'-6"

8'-0"

Section 3 DrawingsStructureG2, F1

3.2



.25” aluminum plate. Mounted to back surface of CMU wall.

3“ thick Aluminum reverse channel letter, mounted to CMU wall with 1” standoffs. Standoffs painted to match stucco finish.

2” thick Aluminum reverse channel letter, mounted to CMU wall with 1” standoffs. Standoffs painted to match stucco finish.


1


23.3

2

3

4

5

6

3 P9

1 P2 1 P3 1 P1

2

6

4 P2

4 P5

5 P5

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3'-0"

4" 1"

3"

Section 3DrawingsStructureG2, G2, F1

3.31 SIDE ELEVATION - G1, F1

SCALE: 1/4”=1’-0”



.25” aluminum plate. Mounted to CMU wall.

3“ thick Aluminum reverse channel letter, mounted to CMU wall with 1” standoffs.

2” thick Aluminum reverse channel letter, mounted to CMU wall with 1” standoffs.


Concrete foundation. To match flagpole manufacturer’s specs. Sign Fabricator shall include engineered details in their shop drawings.

1

2

3

4

5

6

3'-0"

4" 1"

3"

2 SIDE ELEVATION - G2, F1SCALE: 1/4”=1’-0”

7

1

3 P9

2

3 P9

2

1

4 P2

4 P5

5 P5

6

7

4 P2

4 P5

5 P5

6

7

23.28

13.28

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.4

4"3"

1'-2"1'-6"

4"3"

4'-1 1/4"

4'-3"

1'-0"

1'-2"1'-6"

4"

5 1/4"

1'-3"

12'-1

0"

11'-9

"

1'-3"

3'-8"

1'-0"

Section 3Drawings StructureG3

.125 aluminum mounting supports welded or fastened to 3” x 3” square aluminum tube uprights.

4” x 4” square aluminum tube welded to four 3” x 3” square aluminum tube uprights.

3” x 3” square aluminum tube uprights

.125” thick aluminum sheet. Edges finished smooth. Attached to 3” x 3” square aluminum tube uprights with flat-head machine bolts, counter-sunk flush with exposed face. Exposed heads painted to match adjoining surface finish.

5 1/4” x 2” Aluminum U-channel, welded to sign panels. Seams filled and finished smooth.

.125” thick aluminum sheet. Edges finished smooth. Attached to structural substrate with flat-head machine bolts, counter-sunk flush with exposed sign face. Exposed heads painted to match adjoining surface finish.

.5 aluminum plate welded to uprights and fasted to threaded rod embedded into concrete base.

Concrete base. Fabricator shall submit engineering drawings for approval. Fabricator is responsible for structural integrity.

NOTE: Insulate all aluminum-to-steel contacts with rubber gasket or membrane to discourage electrolysis.

1


43.4

4 SIDE ELEVATIONSCALE: 1/2”=1’-0”

13.4

1 PLAN VIEWSCALE: 1/2”=1’-0”

3 P6

5P3

2

3

4

3 SECTIONSCALE: 1/2”=1’-0”

4 P4 4 P3

4P2

4P4

87P6

4

1

3 P6

33.4

4P2

4 P4

4 P3

4P1

13.33

6 P3

5

6

7

8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.5

Section 3Drawings StructureV1

6"

4'-10 1/2"

5'-8"

7'-6"

(Var

ies pe

r clea

ranc

e and

/or su

bstra

te co

nditio

ns)

8"

1 1/2"

1” x 2” Steel U-channel, welded to support pole.


6”Ø Steel pole

1” x 2” Aluminum U-channel, welded to inside of sign panels. Seams filled and finished smooth.


1


33.5


13.5


1

3 P6

4P8

2

3

4

53.30

2P8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.6


8"

1 1/2"

7'-6"

(Var

ies pe

r clea

ranc

e and

/or su

bstra

te co

nditio

ns)

6"

4'-10"

4'-2"



4”Ø Steel pole



1

1

2

3

4


33.6


13.6


1

3 P6

4P8

53.33

2P8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.7


6"

7'-6"

(Var

ies pe

r clea

ranc

e and

/or su

bstra

te co

nditio

ns)

8"

1 1/2"

4'-10"

2'-7"



4”Ø Steel pole



1

2

3

4


33.7


13.7


1

3 P6

4P8

53.33

2P8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.8


1 1/2"

4"

6"

8'-0"

5'-2"

3'-9"



4”Ø Steel pole



1


33.11


13.11


1

3 P6

8PX

2

3

4

53.33

2P8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.9


1 1/2"

4"

6"

7'-4"

5'-2"

3'-9"



4”Ø Steel pole



1

2

3

4


33.9


13.9


1

3 P6

8PX

53.33

2P8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.10


1 1/2"

4"

6"

6'-3"

5'-2"

3'-9"



4”Ø Steel pole



1

2

3

4


33.10


13.11


1

3 P6

8PX

53.33

2P8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.11

Section 3Drawings Structure V73'-

9"4'-

6"

2'-0"

4"

2"

2'-0"

3'-1"

7'-10

"

2” x 2” Steel square tube, welded to support pole.


4”Ø Steel pole


1


33.14


13.14


3 P6

2

3

1

4 P6

1 P6

2P3

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.12


7'-6"

(Var

ies pe

r clea

ranc

e and

/or

subs

trate

cond

itions

)

2'-0"

2"

2'-0"

3'-9"

4'-6"

3'-1"

5 3/4"

2” x 2” Steel square tube, welded to support pole.


6”Ø Steel pole


1


33.12


13.12


3 P6

2

3

1 4 P6

2P3

1 P6

1 P6

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.13

Section 3Drawings StructureSign Type(s): V9

5"2"

4"

2'-1 1/2"

3'-8"

2'-4"

6'-0"

5'-11

"



3”Ø Steel pole



1


33.16


53.33

13.16


1

3 P6

4P8

2

3

4

2P8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.14

Section 3Drawings StructureSign Type(s): V13, V14

1'-4"

1'-10"

8'-10

"

2"1'-

4"

1'-10"

8'-10

"

2"

8'-9"


2”Ø Steel pole


1

1 FRONT ELEVATION - V13SCALE: 1/2”=1’-0”

33.14


1P2

2 P6

2

33.14

2 FRONT ELEVATION - V14SCALE: 1/2”=1’-0”

1P1

2 P6

2 P6

NOT USED

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.15

Section 3Drawings StructureSign Type(s): P1

2"

9'-0"

6'-0"

3'-1"

1'-9"

9'-1"

2"

1/2” x 1/2” square steel tube, welded to inside of sign panels. Seams filled and finished smooth.


2”Ø Steel pole


1


33.15


13.15


1P6

2

3

3P6

2P3

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.16

Section 3Drawings StructureSign Type(s): P2

2 1/4"

1'-4 3

/4"

1'-4"

7'-6"

1/2” x 1/2” square steel tube, welded to sign panels. Seams filled and finished smooth.


.25” thick aluminum sheet. Edges finished smooth. Attached to steel pole bracket with tamper-proof fasteners.Insulate aluminum sign face with rubber gasket or membrane to discourage metallic electrolysis.

2” x 2” Square steel post.


1


33.16


33.31

13.16


1P3

2

3

4P6

2

4

P3

43.31

3P3

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 3Drawings StructureSign Type(s): A1, A2, A3

Existing overhead signal light arm.

.125” thick aluminum sheet. Edges finished smooth.

Band strap and bracket assembly.

Metro Wing #800 Bracket Deluxewith strapping bands.

Existing 3”Ø Steel pole.

Existing street lamp.

Existing 2”Ø Steel pole.

90º Sign-to-sign pole bracket.

Round pole bracket

23.17


1 FRONT ELEVATION - A1 SCALE: 1/2”=1’-0”

5P6

4P6

3

1

3.17

7P6

2

2

2

2

9 P6 2





7 APPLICATION - A2SCALE: 1/2”=1’-0”



2

23.17

63.17

1

2

3

4

5

6

7

8 P6

8

9

43.30

2P8

2 P6

1

2 P3

2 P8

6P6

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




1/2” thick SignPly - Single-sided, painted aluminum over furniture grade exterior plywood core. Edges filled, sealed, finished smooth and painted to match face.

1” thick SignPly - Single-sided, painted aluminum over furniture grade exterior plywood core. Edges filled, sealed, finished smooth and painted to match face. Back side painted to match P6.

NOTE: Bracket support and mounting detail TBD.

1

2

Section 3Drawings StructureSign Type(s): A4

3.18

6'-9"

6'-5"

1"1/2

"

2'-8"

2'-4"



13.18

1

1P8

2 P4

2P4

P6

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.19


6'-9"

6'-5"

4'-2 1

/2"

2'-7"

2'-11

"

4” 4'-7"

8"

12'-0"

4'-0"

1'-0"

2"1/2

"

3'-6 "

Treated Southern Pine lumber, bolted together with 10 “ lag bolts. Southern Pine should be dry before any type of finish is applied.

Treated Southern Pine lumber, bolted to glue-lam sign substrate with 6 “ lag bolts.

.125” aluminum sheet laminated over Treated Southern Pine glue-lam.Edges filled, sealed, finished smooth and painted to match face.

SignPly - Single-sided, painted aluminum over furniture grade exterior plywood core. Edges filled, sealed, finished smooth and painted to match face.

Treated Southern Pine glue-lam.

10” galvanized lag bolts countersunk flush with wood surface.

6” galvanized lag bolts countersunk flush with glue-lam surface.

1



13.19

4

4 P4

3P8

2

3

4

2 W1

1 W1

5 W1

5

6

7

6

7

7

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.20


4"

1 1/2" 6"

3'-5"

3'-6"

7'-9"

11'-3

"

11'-2

"



4”Ø Steel pole



1


33.20


13.20


1

3 P6

4P3

2

3

4

23.30

2P3

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.21

Pole pockets top and bottom for 1” Ø pole.

Pole pockets top and bottom for 2” Ø pole.

Double stitch hem all 4 edges.

16 oz double-faced vinyl with opaque layer between vinyl faces.

1

Section 3Drawings StructureSign Type(s): B1 & B2

3'-4"

6'-0"

1'-6"

2'-0"

1 FRONT ELEVATIONSCALE: 1 1/2”=1’-0”

2 FRONT ELEVATIONSCALE: 1 1/2”=1’-0”

4

2

4

1

3

2

3

4

3

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.22

Section 3Drawings StructureSign Type(s): R1

5'-10

"1'-

10"

2"1'-4"

3'-4"

7'-6"

1” x 1 1/2” Steel U-channel, welded to support pole.


4”Ø Steel pole

1 1/2” x 1” Aluminum U-channel, welded to inside of sign panels. Seams filled and finished smooth.


1


23.22


3 P6

2

3

4

2P8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.23


3'-6"

3'-0"

2"

6'-4"

2'-0"



4”Ø Steel pole



1


23.23


3 P6

2

3

4

2P8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.24


1'-6"

6'-0"

2"

7'-4"

2'-0"



4”Ø Steel pole



1


23.24


3 P6

2

3

4

2P8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




1 1/2"

4'-6"

3'-7 1

/2"

1'-1 3

/4"

9'-3"

10"

1'-2 1

/4"

2 1/2"

2 1/2"

2 1/2" 3 3/8"

1'-3"11 3/4"

1'-2 3/4"

5'-0"

2'-8 1/2"

2'-6"

2'-4"

3'-7 1

/2"

R 4'-1 1/2"

R 2'-8 1/2"

3'-3"

2'-4"

6 3/4"

3"1 1

/2"

1'-8"

1'-7"

2 3/4"

5 1/4"

2 1/2"

3.25

Section 3Drawings StructureSign Type(s): K1

Digital color output onto high durability vinyl. Full size art provided by Designer.

Lockable display case with cork board.


2 1/2” x 1” curved aluminum tube (or similar), welded to roof supports. Seams filled and finished smooth.

2 1/2” x 2 1/2” square aluminum tube uprights.


Curved corrugated metal roof, Machanicaly fastened to supports.

Concrete base. Fabricator shall submit engineering drawings for approval. Fabricator is responsible for structural integrity. 1/2” thick SignPly - Single-sided, painted aluminum over furniture grade exterior plywood core. Edges filled, sealed and finished smooth.

2 1/2” x 1” aluminum tube roof supports. Seams filled and finished smooth.

High performance opaque vinyl. Custom colored to match P3.

NOTE: K2 structure is identicle to K1 with the exception of the map panel shape. Designer shall provide full size cutting template.

Insulate all aluminum-to-steel contacts with rubber gasket or membrane to discourage electrolysis.

23.25

1 FRONT ELEVATION SCALE: 3/4”=1’-0”

3P3

7P2

1

2 P1


1

2

3

4

5

6

7

7 P2

8

9

23.27

13.27

4P6

6P6

5 P6

8

1

2

2

10 P6

13.31

1011P3

11

9 P1

11P3

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




1 1/2"

3"1 1

/2"

Aliquam lectus orci, adipiscing et, sodales ac, feugiat non, lacus. Ut dictum velit nec est. Quisque posuere, purus sit amet malesuada blandit, sapien sapien auctor arcu, sed pulvinar felis mi sollicitudin tortor. Maecenas volutpat, nisl et dignissim pharetra, urna lectus ultrices est, vel pretium pede turpis id velit. Aliquam sagittis magna in felis egestas rutrum. Proin wisi libero, vestibulum eget, pulvinar nec, suscipit ut, mi. Integer in arcu ultricies leo dapibus ultricies. Sed rhoncus lobortis dolor. Suspendisse dolor. Mauris sapien velit, pulvinar non, rutrum non,

4'-6"

3'-7 1

/2"

1'-1 3

/4"

9'-3"

10"

1'-2 1

/4"

2 1/2"

2 1/2"

2 1/2" 3 3/8"

1'-3"11 3/4"

1'-2 3/4"

5'-0"

2'-8 1/2"

2'-6"

2'-4"

3'-7 1

/2"

R 4'-1 1/2"

3'-3"

6 3/4" 2'-4"

1'-8"

1'-7"

2 3/4"

3 1/4"2 1

/4"

3.26

Section 3Drawings StructureSign Type(s): K2



1 Digital color output onto high durability vinyl. Full size art provided by Designer.

Lockable display case with cork board.



2 1/2” x 2 1/2” square aluminum tube uprights.


Curved corrugated metal roof, Machanicaly fastened to supports.

Concrete base. Fabricator shall submit engineering drawings for approval. Fabricator is responsible for structural integrity. 1/2” thick SignPly - Single-sided, painted aluminum over furniture grade exterior plywood core. Edges filled, sealed and finished smooth.

2 1/2” x 1” aluminum tube roof supports. Seams filled and finished smooth.


NOTE: K2 structure is identicle to K1 with the exception of the map panel shape. Designer shall provide full size cutting template.

Insulate all aluminum-to-steel contacts with rubber gasket or membrane to discourage electrolysis.

23.26

8P3

7P2

1

2 P4

2

3

4

5

6

7

7 P2

8

9

23.27

13.27

4P6

6P6

5 P6

8

1

2

2

10 P6

13.34

10

9 P4

11P8

11P8

11

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




2'-6"

5'-0"

4'-9"

1'-4 1/2"

3.27

Section 3Drawings StructureSign Type(s): K1 and K2


2 1/2” x 1” aluminum tube roof supports. Seams filled and finished smooth.Band strap and bracket assembly.


1

2


1 PLAN VIEW SCALE: 3/4”=1’-0”

1P6

2 P6

2P6

63.31

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.28

1

R 1'-8 3/8"

R 1'-0"

1'-1 3

/4"3'-

5"

2'-0"

1'-2 3/4"

4"

2'-10

"

1 1/2"

Section 3Drawings StructureK3

Existing Lamp Fixture.

.125” thick aluminum sheet. Edges finished smooth. Attached various stock brackets.


Aluminum U-channel, welded to sign panels. Seams filled and finished smooth.


23.28



2

3

4

33.28


4P3

2 P3

2 P3

3 P6

1 P6

3 P6

43.28


Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 3DrawingsDetailsSign Type(s) G2.1, G2.2, F1

3.29

1 DETAILSCALE: 1”=1’-0”

1/2” Ø all-thread rod epoxied into CMU wall and fastened to inside of reverse channel. Rod is sleeved with PVC tube painted to match stucco face.

3“ thick aluminum reverse channel.


1/16” thick aluminum sheet welded to aluminum tube.

Aluminum tube sleeved over fiberglass pole. Bottom edge finished smooth for minimum resistance against bearings.Diameter TBD after maximum diameter of corresponding flag pole surface is determined.

1/2” Ø Resin retainer linear ball bearings over stainless steel rod. Rod inserted into flagpole. Each end of rod receives 1/8” hole for cotter pin to secure each ball bearing.

(http://qbcbearings.com/BuyRFQ/LinearB_Ball_CT_RRSS_I.htm)

White fiberglass flagpole.

1

2

3

4

5

6


7

1

3 7

5 P7

4

26M1

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




2"

1"

2"

1"

2"

4"3"10"

2"3"

4"5 1/4"

2"

1"

2"

1"

4"

6"

2 1/2" 3 3/8"

2"3"

2"

1"

Section 3Drawings Details

3.30

Aluminum U-channel, welded to sign panels. Seams filled and finished smooth.

Square aluminum tube uprights.

Square aluminum tube welded to pole or square tube uprights.

.125 aluminum mounting supports welded or fastened to square aluminum tube uprights.


Round Steel pole.

Steel U-channel, welded to pole.

Square steel tube supporting directory map and case pannels. Weld to steel pole and mechanically fasten to aluminum U-channel.

Existing overhead signal light arm.



1






3

5

7

1

10

9

2

4

5

5

3

6

7

2

3

1

45 6

1

2

3

4

5

8

6

7

8

9

10

5

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3 1/2"4 1/4"

10"

3"

9"

3/4"7/8"

1/4"1/8" 1/4"

5 1/2"

2"

2'-8"

R 4 3/4"

Section 3Drawings Details

3.31

Clear acrylic rack card holder assembly. Join together using a water thin acrylic glue.

Piano hinge.

Rack cards to be inserted by other.

Hinged clear acrylic lid.

.125 steel angle, welded to square tube.Insulate aluminum to steel contact with rubber gasket or membrane to discourage electrolysis.

Tamper-proof fasteners.

.25 aluminum sheet. Edges finished smooth.

2” x 2” square steel tube.


All posts that are placed near or adjacent to vehicular traffic must incorporate DOT-approved break-away post anchors.

1



23.34


4 SECTIONSCALE: 1”=1’-0”

3

7

1

6 M1

5 P6

7

6 8

4

2 M1

2

3

4

5

6

7

8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.32

1

Section 3Drawings GraphicsSign Type(s): V1

2'-3 3

/4"1'-

7 1/4"

Family Rec Center

Tansill Dam

Conference Center

Pub Golf Course

Beach & Riverwalk

4 1/2"

4 3/4"

4"

13"

5"8 1/4" 5 1/2"

5"

5 1/2"

2"

1 SIDE A VIEWSCALE: 1/2”=1’-0”

2 SIDE B VIEWSCALE: 1/2”=1’-0”

3P8

2 V1

3P8

3P43P4

2V1

1 P8


Reflective high performance opaque vinyl.

Painted with Matthiews Enamel.

2

3

1P8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.33

1


Family Rec Center

Tansill Dam

Conference Center

1'-4 1

/2"1'-

7 1/4"4 1

/2"

4 3/4"

4"

13"

5"8 1/4" 5 1/2"

5"

5 1/2"

2"



3P8

2 V1

3P8

3P43P4

2 V1

1 P8




2

3

1P8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.34

1


7 1/2"

1'-7 1

/4"

2"

Family Rec Center4 1/2"

4 3/4"

4"

13"

5"8 1/4" 5 1/2"

5"

5 1/2"



3P8

2 V1

3P8

3P4

2 V1 3 P4

1 P8




2

3

1P8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.35

1

Section 3Drawings GraphicsSign Type(s): V4SOUTH

EASTWEST

3'-5 1

/2"1'-

7 1/4"

11 1/2"

2 1/2"

1'-4 3

/4"1"

1/2"

4"

7 1/4"

6 3/4"

7 1/2"

1'-4 1

/2"

5 1/2"

1 1/2"

3"1 3

/4"

2 1/2"

2"



2V1

3P8

3P4

2 V1

2V2

2V1

3P8

3P4

2 V2




2

3

1P8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.36

1


2 1/2"

SOUTH

WEST

1'-4 3

/4"1"

1/2"

4"

7 1/4"2'-

13 1/

2"1'-

7 1/4"

6 3/4"

4 3/4"

7 1/2"

1'-4 1

/2"

5 1/2"

1 1/2"

11 1/2"

2"



2V1

3P8

3P4

2 V1

2V2

2V1

3P8

3P4




2

3

1P8

2 V2

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




3.37

1


1'-4 3

/4"1"

9"1/2

"

4"

6 3/4"

7 1/4"

8 1/2"

4"

2 1/2"

7 3/4"

2'-7"

1'-7 1

/4"

11 1/2"

2"



3P8

3P4

2 V1

2V2

3P83P4

2 V1




2

3

1P8

2 V2

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





3.38

1

KeepRight

1'-2"

2'-4"

4"1'-

0"1'-

2"9"

6"3 1

/2"1'-

1"

1 1/2" 1 1/2"



3P8

3P4

2 V1

3P8

3P4

1 P8

2 V1

1 High performance opaque vinyl. Custom colored to match P8.



2

3

1P8

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 3Drawings GraphicsSign Type(s): P1 & P2

3.39

1

3 3/4"

3 1/2"

2 1/2"

3 1/2"

4"

2"4"

4 3/4"

1 1/2"

1 1/2"

3"

3 1/2" 3 1/2"8"

2 1/2"



3 P3

3 P3

3 P1

2 V13 P1

1 P3

2 V1

1 P3

1 P3




2

3

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 3Drawings GraphicsSign Type(s): A1, A2 & A3

3.40

1

N Guadalupe St

N Guadalupe St

W Mermod St3 1

/2"2 1

/4"3 1

/2"2 1

/4"

8 1/2"

3"6"

6 1/4"

1 1/2"

1/2"

1/2"




1 P8

2 V1

3 P4

3 P8

3 P1

3 P3

2 V1

2 V1

3 P4

3 P8




2

3

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 3Drawings GraphicsSign Type(s): A4 & A5

3.41

1


5 1/2"

10 3/

4"10

"

2"

5 1/2"

10"

10"

3"

2"

2"1 SIDE A VIEW

SCALE: 1/2”=1’-0”


3 P4

3 P8

1 P8

2 V1

2 V1

3 P4

3 P8

1 P8

2 V1

2 V1




2

3

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 3Drawings GraphicsSign Type(s): R1, R2 & R3

3.42

Nulla dui purus, eleifend velConsequat non, dictum porta, nulla.

Duis ante mi, laoreet ut, commodo Leifend, cursus nec, lorem. Aenea

Etiam imper tris de diet turpis. Praesent nec augue. Curabitur ligul

Trum id, tempor sed, consequat dui. Vestibulum accumsan emagna.

Duis ante mi, laoreet ut, coodo Leifend, cursus nec, em. Aenea

Municipal Beach Park

NO LIFEGUARD ON DUTYNulla dui purus, eleifend vel

Consequat non, dictum porta, nulla.

Duis ante mi, laoreet ut, commodo Leifend, cursus nec, lorem. Aenean eu.

Etiam imper tris de diet turpis. Praesent nec augue. Curabitur ligula quam,

Trum id, tempor sed, consequat ac, dui. Vestibulum accumsan eros nec magna.

Vitae dui. Vestibulum nec ligula et lorem consEquat ullamcorper. Class aptent taciti sociosqu.

Ltora torquent per conubia nostra, per incs. Phasellus eget nisl ut e yipsertum lit porta ullam.

Maecenas tincidunt velit quci. Nullam ut mauris eu mi mollis luctus.

Class aptent taciti sociosqu ad litora torque.Per conubia nostra, per inceptos hymenaeos.

Sed cursus cursus velit. Sed a massa. Duis dignissim euismod quam.

No Fishing

No SwimmingNo Fishing

No Swimming

3"

2 1/4"

2"4"

2 1/2"3 1/2"

1 1/2"1 3/4"2 3/8"

1"

2 3/4"

2"2 1/2"

2 1/8"3 5/8"5/8"

2 1/2"1"

1 1/2"2 1/4"

1 1/2"

1 1/2"2 1/2"

1 1/2"3 5/8"5/8"

1 1/2"

5/8"

5/8"




3 P4

3 P8

1 P8

2 V1

2 V1

4 V3

2 V1

2 V1

1 P8

4 V3

2 V1

2 V1

1 P8

3 P4

3 P83 P4

3 P8

1 High performance opaque vinyl. Custom colored to match P8.



High performance opaque vinyl.

2

3

4

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 3DrawingsLocation PlansArea 1A

3.43

Key PlanV3.2 V11.1

V3.3

V3.17

V2.1

V1.3

V1.1

V2.2

V1.5

V1.4V3.4

V3.5 V6.8

NOTE: Locations are approximate. Sign Contractor shall verify locations on site with City Representative prior to start of fabrication.

toddmayfield

Text Box

V3.1

toddmayfield

Text Box

V3.21

toddmayfield

Text Box

V7.1

toddmayfield

Text Box

V1.2

toddmayfield

Text Box

V1.3

toddmayfield

Text Box

V1.4

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 3Drawings Location PlansArea 1B

3.44

Key Plan

V10.1

V3.7V3.8

V1.7

V2.3

V1.8V1.9

V1.10

V3.5


toddmayfield

Text Box

V8.1

toddmayfield

Text Box

V3.9

toddmayfield

Text Box

V1.16

toddmayfield

Text Box

V1.8

toddmayfield

Text Box

V1.5

toddmayfield

Text Box

V1.7

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 3Drawings Location PlansArea 1C

3.45

Key Plan

N O T U S E D


Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 3Drawings Location PlansArea 2A

3.46

Key Plan

V6.7 V11.3

V6.6 V11.4


toddmayfield

Text Box

V3.6

toddmayfield

Text Box

V3.7

toddmayfield

Text Box

V7.4

toddmayfield

Text Box

V7.3

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





3.47

Key PlanK1.1G2.1

G2.1

V7.1

V1.13V7.1

V5.2

V1.14

V1.4

V4.2

V4.4

V1.12V7.1

G2.1

V8.1

V1.6 V11.4

K1.1

V1.11

G2.1

V7.2

V2.6

V2.5

V5.2V1.15 V1.16 V11.5

A6.1 V4.3

V5.1

V6.1

V6.5

V3.6 V4.1

V3.1

V11.6V2.8

V3.9

V3.10

V11.5V2.9

V2.10

V2.7

NOTE: Pedestrian sign type locations may be viewed on page 3.18

G10.2


toddmayfield

Text Box

V8.2

toddmayfield

Text Box

V3.10

toddmayfield

Text Box

V3.11

toddmayfield

Text Box

V2.4

toddmayfield

Text Box

V1.9

toddmayfield

Text Box

V1.10

toddmayfield

Text Box

V7.5

toddmayfield

Text Box

V7.4

toddmayfield

Text Box

V1.12

toddmayfield

Text Box

V1.11

toddmayfield

Text Box

V1.19

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





3.48

Key Plan

N O T U S E D


Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





3.49

Key Plan

N O T U S E D


Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





3.50

Key Plan

V3.13

V2.11 V11.7

V1.17

V1.18

F1.3F1.2F1.1

G1.3 F1.3F1.2F1.1

V1.19 V11.8

V1.20 V11.2

V3.14

V3.15

V3.16


Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





3.51

Key Plan

N O T U S E D


Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





3.52

Key Plan

V3.12

V3.11


Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





3.53

Key Plan

V1.21


Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





3.54

Key Plan

N O T U S E D


Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 3Drawings Location PlansArea Carlsbad MainStreet (2B)

3.55

Key Plan

P2.1

K1.1

P1.1

P1.2

P1.3

P1.4

K1.1

P2.3

P2.2

P1.5

P1.6

P1.7 P1.8

P1.9P1.10

P1.11

P2.4

P1.12

P1.13

P1.14

P1.15 P1.16


Section 4 Message Schedule

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





4.1

Sign Type Face Message Comments Qty

A1.1 A

B

Greene St

Greene St

Street Identity on Signal lightsNot currently placed on location plans

TBD

A2.1 A

B

Canal St

Canal St

Street Identity on Poles and lamp posts outside MainStreet DistrictNot currently placed on location plans

TBD

A3.1 A

B

Canal St

Canal St

Street Identity on Poles and lamp posts within MainStreet DistrictNot currently placed on location plans

TBD

A4.1 A Carlsbad Municipal Beach Park Attached to existing facility gateway 1

A5.1 A Carlsbad Municipal Tennis Courts Monument within Planter Not yet approved for detailingNot currently placed on location plans

TBD

A6.1 A

B

(Northbound)PPark

(Southbound)PPark

Post & Panel 1

B1.1 A

B

Dare to Explore (graphic)(City of Carlsbad logo)


Large banners on large hwy lamp posts at entrance to cityNot currently placed on location plans

TBD

B1.2 A

B




TBD

B1.3 A

B




TBD

B2.1 A

B

(graphic)(Carlsbad MainStreet logo)


Small banners on poles and lamp posts within MainStreet DistrictNot currently placed on location plans

TBD

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





4.2

Sign Type Face Message Comments QtyB2.2 A

B




TBD

B2.3 A

B




TBD

F1.1 (teal) Fiberglass pole and aluminum flag 5F1.2 (cream) Fiberglass pole and aluminum flag 5F1.3 (terra cotta) Fiberglass pole and aluminum flag 5

G1.1 A (sunburst)(swoosh)CarlsbadNew Mexico

Exiting wall, Southbound on North Hwy 285 1

G1.2 A (sunburst)(swoosh)CarlsbadNew Mexico

Existing wall, Westbound on Hobbs Hwy 62/180Existing wall, Northbound on South Hwy 285

2

G1.3 A TBD Existing low wall, Northwestbound on Pecos Hwy.Pending further direction from MainStreet

1

G2.1 A

B

(Carlsbad MainStreet Logo)

(Carlsbad MainStreet Logo)

Square metal poles, aluminum flags, concrete footer 4

K1.1 A

B

(Directory graphic)(MainStreet map)

(Directory graphic)(Carlsbad MainStreet logo)

Panels on aluminum structure with aluminum roofBrochure holders on side B

2

K2.1 A

B

(Directory graphic)(MainStreet map)

(Directory graphic)(Carlsbad MainStreet logo)

Panels on aluminum structure with aluminum roofBrochure holders on side B

2

K3.1 A (Directory graphic)(MainStreet map)

Panel on lamp postNot currently placed on location plans

TBD

P1.1 h TBD Single message with arrow. Post and panel TBDP2.1 A

BCD

(MainStreet Logo)TBD(Carlsbad MainStreet logo)TBD

Multiple aluminum blade signs with arrows on post TBD

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





4.3

Sign Type Face Message Comments QtyR1.1 A

B

(symbol) No Fishing(symbol) No Swimming

(symbol) No Fishing(symbol) No Swimming

Small post and panel TBD

R2.1 A

B

(symbol) No Fishing(symbol) No Swimming(rules TBD)

(symbol) No Fishing(symbol) No Swimming(rules TBD)

Medium post and panel TBD

R3.1 A

B

Municipal Beach ParkNo Lifeguard on Duty(rules TBD)

Municipal Beach ParkNo Lifeguard on Duty(rules TBD)

Large double post and panel TBD

V1.1 A

B

ff

h

(Northbound)N.M. State University Carlsbad Carlsbad Environmental Monitoring & Re-search CenterLiving Desert

(Southbound)(City of Carlsbad Logo)

1

V1.2 A

B

f:

(Southbound)Hospital EntranceEmergency

(Northbound)(City of Carlsbad Logo)

1

V1.3 A

B

ggggh

(Northbound)FlumeHeritage ParkCarlsbad SpringsRiverside Country ClubLiving Desert


1

V1.4 A

B

hhhhh

hhhhh

(Northbound)Beach and RiverwalkFlumeLiving DesertArtesia 36Roswell 76

(Southbound)Conference CenterBeach & RiverwalkPublic Golf CourseHobbsCarlsbad Caverns

1

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





4.4

Sign Type Face Message Comments QtyV1.5 A

B

g;hh

(Northbound)(right) EmergencyHospital EntranceFlumeCarlsbad Springs


1

V1.6 A

B

fffgg

(Westbound)Museum/Art Center FlumeLiving DesertCarlsbad CavernsEl Paso

(Eastbound)(City of Carlsbad logo)

1

V1.7 A

B

jjjh

(Northbound)North (285)Living DesertFlumeBeach & Riverwalk


1

V1.8 A

B

hfg

(Eastbound)Beach & RiverwalkLiving DesertCarlsbad Caverns

(Westbound)(City of Carlsbad Logo)

1

V1.9 A

B

gff

(Westbound)North (285)South (285)To (62) (180)

(Eastbound)(City of Carlsbad Logo)

1

V1.10 A

B

fghh

(Northbound)College of the SWBeach & RiverwalkFlumeLiving Desert


1

V1.11 A

B

f

g

(Westbound)Truck RouteLovingEl PasoArtesia

(Eastbound)Motor Vehicle Division

1

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





4.5


B

ffghh

ffffh

(Northbound)Museum/Art CenterLibrarySanta Fe RailwayFlumeLiving Desert

(Southbound)Conference CenterBeach & RiverwalkPublic Golf CourseHobbsCarlsbad Caverns

1

V1.13A

B

ghhh

ggf

(Northbound)Court HouseCarlsbad SpringsHeritage ParkRiverside Golf Course

(Southbound)Museum/Art CenterLibrarySanta Fe Railway

1

V1.14 A

B

ggggg

hhhh

(Northbound)Motor Vehicle DivConference CenterBeach & RiverwalkPublic Golf CourseHobbs

(Southbound)Cavern City AirportLoving 12Caverns 28El Paso 166

1

V1.15 A

B

ffff

hhh

(Eastbound)Family Recreation Center Tansill DamConference CenterPublic Golf Course

(Westbound)Beach & RiverwalkMuseum/Art CenterLiving Desert

1

V1.16 A

B

gggg

(Westbound)Family Recreation Center Tansill DamConference CenterPublic Golf Course

(Eastbound)Thank you for visiting Carlsbad(City of Carlsbad logo)

1

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





4.6


B

jjkkk

(Southbound)South (285)PecosWest (62) (180)Cavern City AirportCarlsbad Caverns

(Northbound)(City of Carlsbad logo)

1

V1.18 A

B

fffg

(Westbound)West (62) (180)Carlsbad CavernsEl Paso, TexasCarlsbad


1

V1.19 A

B

kkjjj

(Westbound)North (285) CarlsbadWest (62) (180)Carlsbad CavernsEl Paso


1

V1.20 A

B

jjkk

(Northbound)CarlsbadArtesiaSouth (285)Pecos

(Southbound)(City of Carlsbad logo)

1

V1.21 A

B

g

h

(Northbound)Walter Gerrells PerfArts & Exhibition CtrLiving Desert 10 Mi North on Hwy 285Open 364 Days a Year”


1

V2.1 A

B

gg

(Southbound)N.M. State University Carlsbad Carlsbad Environmental Monitoring & Re-search Center


1

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





4.7


B

f:

(Southbound)Hospital EntranceEmergency


1

V2.3 A

B

gf

(Southbound)College of the SWBeach & Riverwalk


1

V2.4 A

B

fh

(Southbound)Beach & RiverwalkPublic Tennis Courts


1

V2.5 A

B

gg

hh

(Westbound)Beach & RiverwalkPublic Tennis Courts

(Eastbound)Conference CenterPublic Golf Course

1

V2.6 A

B

g

ff

(Westbound)Next 3 Rights (Carlsbad MainStreet Logo)

(Eastbound)Beach & RiverwalkPublic Tennis Courts

1

V2.7 A

B

ff

(Northbound)National Guard ArmoryFiesta Drive In


1

V2.8 A

B

hhh

(Northbound)Chamber of CommerceWest (62)(180)North (285)


1

V2.9 A

B

k

h

(Northbound)Truck RouteHobbsLiving Desert


1

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





4.8


B

ggh

(Southbound)National Guard ArmoryFiesta Drive InCarlsbad Caverns


1

V2.11 A

B

fh

(Northbound)Magistrate CourtNational Guard Armory


1

V3.1 A

B

f(Northbound)Youth Sports Complex


1

V3.2 A

B

g(Southbound)Living Desert


1

V3.3 A

B

f(Northbound)Living Desert


1

V3.4 A

B

f

g

(Eastbound)Carlsbad Springs

(Westbound)Carlsbad Springs

1

V3.5 A

B

g(Northbound)Beach & Riverwalk


1

V3.6 A

B

g(Southbound)Youth Sports Complex


1

V3.7 A

B

f(Eastbound)(left) College of the SW


1

V3.8 A

B

g(Westbound)(right) College of the SW


1

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





4.9


B

g(Southbound)San Jose Plaza


1

V3.10 A

B

f(Northbound)San Jose Plaza


1

V3.11 A

B

f(Northbound)Cavern City Airport (symbol)


1

V3.12 A

B

g(Southbound)Cavern City Airport (symbol)


1

V3.13 A

B

f(Southbound)Magistrate Court


1

V3.14 Ag

(Southbound)Natl Parks Info Center


1

V3.15 A

B

f(Northbound)Natl Parks Info Center


1

V3.16 A

B

:(Southbound)Walter Gerrells PerfArts & Exhibition Ctr


1

V3.17 A

B

gSouthbound(right) Ocotillo Nature Trail


1

V4.1 A

B

h(Southbound)Truck RoutePecosEl PasoArtesia


1

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





4.10

Sign Type Face Message Comments QtyV4.2

A

B

fgff

(Westbound)Museum/Art CenterNorth (285)South (285)To (62) (180)


1

V4.3 A

B

gggh

(Northbound)Family Recreation Center Tansill DamConference CenterPublic Golf Course


1

V4.4A

B

hgff

(Westbound)Museum/Art CenterNorth (285)South (285)To (62) (180)


1

V4.5 A

B

gfggf

(Southbound)Carlsbad ChamberConference Center(285)West (62) (180)East (62) (180)


1

V5.1 A

B

ffg

(Westbound)Family Recreation Center Tansill DamConference Center


1

V5.2 A

B

hh

(Westbound)Museum/Art CenterLibrary


1

V5.3 A

B

gf

(Southbound)Carlsbad MainStreetConference Center


1

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





4.11


B

(Northbound)PPark

(Southbound)PPark

1

V6.2 A

B

f(Northbound)Public Tennis Courts


1

V6.3 A

B

g(Northbound)Beach & Riverwalk


1

V6.4 A

B

f(Northbound)Public Golf Course


1

V6.5 A

B

g(Southbound)Public Tennis Courts


1

V6.6 A

B

f(Northbound)Youth Sports Complex


1

V6.7 A

B

g(Southbound)Youth Sports Complex


1

V6.8 A

B

g(Eastbound)Riverside Country Club


1

V7.1 A

B

h

hff

(Northbound)North 285)

(Southbound)West (62) (180) East (62) (180) South (285)

3

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





4.12


B

gff

(Westbound)North (285)South (285)West (62) (180)


1

V8.1A

B

hg

hh

(Northbound)North (285)East (62) (180)

(Southbound)South (285)West (62)(180)

1

V9.1 Not Used

V10.1 A

B

(Carlsbad MainStreet Logo) 2 1/2 mi

(City of Carlsbad Logo)

Independent- on it’s own post 1

V10.2 A

B

(Carlsbad MainStreet Logo) 1/2 mi

(City of Carlsbad Logo)

Independent- on it’s own post 1

V11.1 (Carlsbad MainStreet Logo) 5 mi 1V11.2 j (Carlsbad MainStreet Logo) 1V11.3 f (Carlsbad MainStreet Logo) 1V11.4 g (Carlsbad MainStreet Logo) 1V11.5 (Carlsbad MainStreet Logo) 3/4 mi 2V11.6 h (Carlsbad MainStreet Logo) 1V11.7 (Carlsbad MainStreet Logo) 2 mi 1V11.8 k (Carlsbad MainStreet Logo) 1

V12.1 A

B

g (Southbound)(right) Keep Right


1

V13.1 f (Discover Carlsbad symbol) Not placed yet TBDV13.2 h (Discover Carlsbad symbol) Not placed yet TBDV13.3 g (Discover Carlsbad symbol) Not placed yet TBD

V14.1 f (Arts Trail symbol) Not placed yet TBDV14.2 h (Arts Trail symbol) Not placed yet TBDV14.3 g (Arts Trail symbol) Not placed yet TBD

Section 5 Specifications

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008




Section 5Specifications

5.1

INVITATION TO BID You are invited to bid on a comprehensive exterior Wayfinding Program for the City of Carlsbad, New Mexico. Bids shall be all-inclusive to include the fabrication and installation of all new sign units as specified in these Bid Documents. The bid form Section 00300 requests individual pricing for the cost of the new signs. The Contractor will be asked to perform installation services on behalf of the City of Carlsbad, NM. The project shall be fully fabricated and installed 14 weeks after notice to proceed .

It is understood that the Contractor will proceed with all other project activity once the project is awarded such as shop drawings, field verifying measurements, permits, samples, submittal of schedules, etc. Lump Sum Bids including unit and extended prices for each item will be received from selected bidders for construction of a project described as City of Carlsbad Wayfinding Program until 0:00 PM, Month, Day, 2009 local time. Bids will be privately opened.

Bids will be received by: Anna Beason, Special Projects CoordinatorCity of CarlsbadPost Office Box 1569Carlsbad, New Mexico 88221-1569Phone: 575 887-1191 Outside of envelop shall be clearly marked “Bid for Wayfinding Program”. Bids shall be accompanied by a bid bond in an amount not less than 5% of the Base Bid in accordance with the Instructions to Bidders.

A Performance Bond and a Labor and Materials Payment Bond, each in the amount of 100% of the Contract Sum will be required from the successful Bidder. Each Bidder shall accompany his bid with a signed certificate from a surety company acceptable to the City stating that such surety will provide the Bidder, if awarded the Contract, with required bonds.

The Form of Agreement Between City and Contractor shall be issued by The City of Carlsbad where the basis of payment is a Stipulated Sum.

The City reserves the right to waive any informalities and to reject any or all bids. The project has liquidated damages assigned to it. Every day the project is late beyond the completion dates (as identified above), a fine of $500.00 per day will be assessed for delay of work.

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.2

PART 1 - INSTRUCTIONS TO BIDDERS Bidders are requested to submit bids for the contract work stated on the title page of the Bid Documents.

1.1 INTRODUCTION The purpose of this document is to serve as a reference that identifies materials, construction specifications, quality controls,

as well as signage fabricator/contractor’s responsibilities and obligations. The Sign Contractor shall furnish and install signs and/or graphics as detailed on Design Intent Drawings and/or described in these specifications. Signs shall carry messages and images as specified in the attached Message Schedule and/or addenda included prior to contract award. Quantities shall be as called for in the attached Fabrication Price Schedule.

1.2 DEFINITIONS A. Bid Documents include Invitation to Bid, Instructions to Bidders, the bid form, other sample bidding and contract forms, the proposed Design Intent drawings, Message Schedule, Specifications and Addenda issued prior to receipt of bids. B. The Contract Documents proposed for the work consist of the City/Contractor Agreement, the Conditions of the Contract (General and Supplementary Conditions), the Design Intent drawings, Message Schedule, Specifications and

all Addenda issued prior to and all modifications issued after execution of the contract. C. All definitions set forth in the General Conditions of the Contract for Construction, AIA Document A201 or in other Contract Documents are applicable to the Bid Documents. D. Addenda are written or graphic instruments issued by the City prior to the execution of the Contract, which modify or interpret the Bid Documents by addition, deletions, clarifications or corrections. E. A Bid is a complete and properly signed proposal to do the work or designated portion thereof for the sums stipulated

therein, submitted in accordance with the Bid Documents. F. The Base Bid is the sum stated in the Bid for which the Bidder offers to perform the work described in the Bid

Documents as the base, to which work may be added or from which work may be deducted for sums stated in Alternate Bids. G. An Alternate Bid (or Alternate) is an amount stated in the Bid to be added to or deducted from the amount of the Base Bid if the corresponding change in the work, as described in Bid Documents, is accepted. H. A Unit Price is an amount stated in the Bid as a price per unit of measurement for materials or services as described in the Bid Documents or in the proposed Contract Documents. I. A Bidder is a person or entity who submits a bid for a project contract with the Owner for the work as described in the

Bidding Documents. J. A Sub-bidder is a person or entity that submits a bid to a Bidder for materials or labor for a portion of the work as described in the Bidding Documents. K. The Designer describes Mayfield Creative, Inc. and all personnel employed under its umbrella. L. The Sign Contractor is the Bidder who is awarded the above-mentioned project and is accountable for all work

described herein. M. The Owner is the entity with which the Designer and the Sign Contractor are engaged under contract and the principal

owner, or representative of such, of the project and/or the property on which the project is located. For this contract, the owner shall be The City of Carlsbad, New Mexico.

N. Design Intent Drawings are a collective and organized group of elevations, sections, details and site plans created by the Designer to communicate the aesthetic form and functional performance of items to be fabricated and installed

within this proposal. O. Contract Documents (CDs) are a compilation of Design Intent Drawings, Written Specifications, Message Schedule, Graphic Standards, Addenda and Project Summary.

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.3

1.3 BIDDER’S REPRESENTATIONS A. The Bidder, by making his Bid, represents that: 1. He has read and understands the Bid Documents and his Bid is made in accordance therewith. 2. He has visited the site, has familiarized himself with the local conditions under which the work is to be

performed, and has correlated his observations with the requirements of the Bid Documents. 3. His bid is based upon the materials, systems and equipment required by the Bid Documents without exception.

1.4 CONSIDERATION OF BIDS The Owner reserves the right to waive irregularities and defects and to reject any or all proposals. The Owner also reserves

the right to accept that proposal which is deemed to be for the best interests of the Owner.

PART 2 - GENERAL CONDITIONS

2.1 DESCRIPTION A. Sign components presented in this document are for design intent purposes only. Shop Drawings, which shall be provided by the Sign Contractor, shall be used as the final construction documents and shall include construction, engineering and installation details required for implementing the designs described herein. B. All designs shown herein shall be fabricated from the Sign Contractor’s shop drawings that include signed approvals from the Owner and/or Designer. The Sign Contractor’s shop drawings will accurately represent the Designer’s design intent as provided herein, which shall control all visual proportions and details, colors, materials and finishes, unless specifically noted otherwise. All structural details, fastenings, engineering, installations and other construction or fabrication methodology of a technical nature shall become the sole responsibility of the Sign Contractor and details for fabrication shall be presented as such via the Sign Contractor’s shop drawings.

2.2 WORK INCLUDED A. Furnish labor, materials, equipment and services necessary and reasonably incidental to complete fabrication, delivery and installation of signs as specified. The Sign Contractor shall provide all materials, equipment, services, labor, tools, and supplies to fulfill completion of this contract. The Sign Contractor shall be responsible for a complete and thorough job. Materials not specifically described but required for a complete and proper installation shall be described and provided for by the Sign Contractor.

2.3 SAMPLES AND SUBMITTALS A. Submit the following samples and submittals. Samples and submittals shall be provided in a timely manner as to not delay the completion of the project. 1. SHOP DRAWINGS a. Provide the Designer with four (4) sets of dimensioned shop drawings of all signs clearly indicating construction materials, typographic layouts for all secondary typical sign layouts (i.e. each unique layout showing number of lines of text or other unique configurations -- repeats of identical number of lines of text need not be reviewed by the Designer), fabrication methods, finishes, anchoring devices, connections and other details. Furnish location detail drawings for signs supported or anchored to other construction (where other than shown in Design Intent Drawings). The Sign Contractor shall be required to obtain an approved set of shop drawings (signed-off by the Prime Contractor and the Designer) and all permits prior to fabricating any sign products.

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.4

2. SAMPLES a. Submit three (4) sets of paint and finish samples (onto 6” x 6” aluminum) representing all paint color applications as described on sheet number 2.3 of the Design Intent Drawings. b. Submit three (4) sets of full size vinyl arrow samples representing the three (3) colors (onto 12” x 12” aluminum) described on sheet number 3.3.1 of the Design Intent Drawings. c. Submit three (4) sets of vinyl typography (1” capital letter N) representing all vinyl color applications, specified in the Design Intent Drawings (onto 12” x 12” aluminum, painted to match P-5). d. Submit three (4) sets of screen-printed “Worship Center” (12 pt. cap height) to match P-1 (onto 6” x 6” aluminum, painted to match P-5). e. Submit one (1) working prototype of type A7 as described on sheet number 4.2 of the Design Intent Drawings. f. All colors and finishes must be reviewed prior to producing any final sign products. Submit (4) sets to the Prime Contractor. After receipt, the Prime Contractor shall submit one set of samples to the Owner for permanent record, one will be sent to the Designer for approval, one will be held by the Prime Contractor as a control reference and one shall be returned to Sign Contractor with approved sign-off. Prototypes submitted for design review, once approved by the Prime Contractor and the Designer, may be used for final work. 3. The Owner reserves the right to add to and otherwise modify sign text and lettering layout during the shop drawing review phase at no additional cost to the Owner. 4. Provide manufacturer’s technical data, installation instructions, recommended maintenance products, and recommended maintenance methods and procedures for each type of sign and sign material as requested by the Prime Contractor. Cut-sheets and product technical information shall be provided to the Prime Contractor within five days from written request date.

2.4 QUALITY ASSURANCE A. Use only personnel thoroughly experienced and skilled with the products and methods for fabrication and installation of signing specified. Manufacturer shall be able to demonstrate a minimum of five years or more fabrication experience in the architectural signage industry.

2.5 TYPOGRAPHY A. All lettering, with the exception of that used in the Savannah Christian Church logo, shall utilize ITC Stone Sans Regular, ITC Stone Sans Semi-bold and ITC Stone Serif Italic available from the Adobe type library as indicated on page 2.4.1 of the Design Intent Drawings. Typographic substitutions will not be accepted. B. Letter-forms and symbols shall be photographically precise, crisp, clean and free of ticks, discontinuous curves, free of line waves, cut or ragged edges, edge build-up, bleeding, surface pinholes, and other imperfections. Letter-forms shall conform to the prescribed letter form proportions. C. Unless otherwise indicated, letter-forms shall be aligned to maintain a baseline parallel to the sign format. D. All typography shall match intended scaled drawing layouts. Actual sign copy shall be as shown in the Message Schedule. Electronic floor plan, icon and arrow art will be provided by the Prime Contractor (on compact disk, Adobe Illustrator 9 or earlier if requested). Verify symbol locations with Prime Contractor (submit for sign-off approval) prior to fabrication or installation of any signs. Typographic changes from examples shown herein must be brought to the attention of the Prime Contractor. E. Message copy shall be as specified in the Message Schedule as upper and / or lower case type. Alternate letter-forms will not be accepted.

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.5

2.6 PURCHASING A. The Sign Contractor shall place his orders for buy-out items and materials as soon as possible after the letting of the Contract and shall insure that his Sub-contractors are equally prompt in this respect. Substitutions of items or materials will not be allowed or approved for the sake it can reasonably be said that prompt ordering would have allowed adequate time for delivery, fabrication and installation. B. In instances where such tardiness in purchasing contributes to delay that might affect a scheduled completion date, it will be the responsibility of the Sign Contractor, not only to notify the Prime Contractor of the impending late delivery, but to assume all related costs involved in taking all feasible measures to speed the production, delivery and installation of such items.

2.7 CODES, ORDINANCES, REGULATIONS & DIRECTIONS A. All work and materials shall be in full accordance with the latest rules of all local and national authoritative agencies; and with any prevailing rules and regulations pertaining to adequate protection and/or guarding of any moving parts or otherwise hazardous locations. B. Regulations, including building codes, and all other codes applying to this jurisdiction shall be followed. C. All electrical equipment shall conform to the latest standards set by the appropriate governing bodies thereof. D. Whenever the drawings and specifications require something, which will violate the regulations, the regulations shall govern. E. No extra charge will be paid for furnishing items required by the regulations but not specified or shown on the drawings. F. Rulings and interpretations of the enforcing agencies shall be considered a part of the regulations. G. Whenever the drawings and specifications require larger sizes or higher standards than are required by the regulations, the drawings and specifications shall govern. H. Manufacturer’s directions shall be followed (in all cases) where the manufacturer of articles used in the contract, furnish directions of prints covering points not shown on the drawings or specifications. I. Where applicable, all signs shall conform to regulations of the Americans with Disabilities Act (ADA) including letter styles, Grade II Braille, symbols, tactile graphics, wording, materials, finishes, and installation. J. Any discrepancies on interpretation of ADA sign guidelines shall be brought to the attention of the Prime Contractor.

2.8 FIELD DIMENSIONS A. The Sign Contractor shall be responsible for taking accurate field measurements as required to verify or supplement dimensions indicated herein and shall be responsible for accurate fit of all signs at site. Any discrepancies shall be brought to the attention of the Prime Contractor.

2.9 APPEARANCE AND ENGINEERING A. The Sign Contractor shall be responsible for taking accurate field measurements as required to verify or supplement dimensions indicated herein and shall be responsible for accurate fit of all signs at site. Any discrepancies shall be brought to the attention of the Prime Contractor.

2.10 COORDINATION A. The Sign Contractor shall be responsible for coordinating all sign installations with the Prime Contractor so that sign installation does not conflict with other trades. The Sign Contractor shall be solely responsible for coordination and management of their sub-contractors. If delays are caused by any the Sign Contractor’s subs, the Sign Contractor will assume sole accountability. The Prime Contractor, Designer or the Owner shall not be expected to have direct communication with a sub-contractor.

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.6

B. If the Prime Contractor has to intervene or execute coordination tasks that are the contracted responsibility of the Sign Contractor, the Prime Contractor will bill the Sign Contractor directly at an hourly rate of $150.00.

PART 3 - BID DOCUMENTS 3.1 COPIES A. Bidders shall use complete sets of Bid Documents in preparing Bids; neither the City nor the Designer assumes any

responsibility for errors or misinterpretations resulting from the use of partial sets of Bid Documents. No partial sets will be issued.

B. The City or the Designer, in making copies of the Bid Documents available, do so only for the purpose of obtaining Bids on the work and do not confer a license or grant for any other use.

3.2 INTERPRETATION OR CORRECTION OF BID DOCUMENTS A. Bidders shall promptly notify the City of Carlsbad of all ambiguities, inconsistencies or errors which they may discover

upon examination of the Bid Documents or of the site and location conditions. B. Bidders requiring clarification or interpretation of the Bid Documents shall make a written request which shall reach the

City of Carlsbad at least five days prior to the date for receipt of bids by facsimile, attention Anna Beason, Special Projects Coordinator, Phone: 575 887-1191 or email: [email protected].

C. Any interpretation, correction or change of the Bid Documents will be made by addendum. Interpretations, corrections or changes of the Bid Documents made in any other manner will not be binding, and Bidders shall not rely upon such interpretations, corrections and changes.

3.3 SUBSTITUTIONS A. Proposed substitutions shall be identified on the bid form as an add alternate. Products or processes varying from the

Contract Documents shall not be approved without written approval from the City. 3.4 ADDENDA A. Addenda will be mailed or delivered to all who are known by the City of Carlsbad to have a complete set of Bid

Documents. B. Copies of Addenda will be made available for inspection wherever Bid Documents are on file for that purpose. C. No Addenda will be issued later than seven days prior to the date for receipt of Bids, except an Addendum withdrawing

the request for Bids or one which includes postponement of the date for receipt of bids. D. Each Bidder shall ascertain prior to submitting his bid that he has received all Addenda issued, and he shall

acknowledge their receipt in the proper location on the Bid Form. PART 4 - BIDDING PROCEDURE 4.1 FORM AND STYLE OF BIDS A. All Bidders shall submit one original and four duplicates. B. Where so indicated by the makeup of the bid form, sums shall be expressed in both words and figures, and in case of

discrepancy between the two, the amount written in words shall govern. C. All interlineations, alterations or erasures shall be initialed and dated by the signer of the Bid. D. All requested Alternates shall be bid. If no change in the Base Bid is required, enter “No Change.”

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.7

E. Each copy of the Bid shall include the legal name of the Bidder and a statement that the Bidder is a sole proprietor, a partnership, a corporation or some other legal entity. Each copy shall be signed by the person or persons legally authorized to bind the Bidder to a contract. A Bid by a corporation shall further give the state of incorporation and

have the corporate seal affixed. A Bid submitted by an agent shall have a current power of attorney attached certifying the agent’s authority to bind the Bidder.

4.2 BID SECURITY A. Each Bid shall be accompanied by a bid security in the amount of 5% of the Base bid and in the form of surety bond,

cashier’s check or certified check pledging that the Bidder will enter into a contract with the City on the items stated in his Bid and will, if required, furnish bonds covering the faithful performance of the Contract and the payment

of all obligations arising there under. Should the Bidder refuse to enter into such Contract or fail to furnish such bonds if required, the amount of the bid security shall be forfeited to the City as liquidated damages, not as a penalty.

B. Surety bond shall be written on AIA Document A310, Bid Bond, and the attorney-in-fact who executes the bond on behalf of the surety shall affix to the bond a certified and current copy of his power of attorney.

C. The City will have the right to retain the bid security of Bidders to whom an award is being considered until either (a) the Contract has been executed and bonds, if required, have been furnished, or (b) the specific time has elapsed so that Bids may be withdrawn, or (c) all Bids have been rejected.

4.3 SUBMISSION OF BIDS A. All four copies and one original of the Bid, the bid security and any other documents required to be submitted with the Bid shall be enclosed in a sealed envelope. The envelope shall be addressed to City of Carlsbad, Attention: Anna

Beason, Special Projects Coordinator, City of Carlsbad, Post Office Box 1569, Carlsbad, New Mexico 88221-1569 and shall be identified with the project name, “Bid for Wayfinding Program”, the Bidder’s name and address. B. Bids shall be deposited at the designated location prior to the time and date for receipt of bids indicated in the

advertisement or invitation to bid, or any extension thereof made by Addendum. Bids received after the time and date for receipt of bids will be returned unopened.

C. The Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. D. Oral, telephonic or telegraphic Bids are invalid and will not receive consideration. 4.4 MODIFICATION OR WITHDRAWAL OF BID A. A Bid may not be modified, withdrawn or canceled by the Bidder after the stipulated time and date designated for the

receipt of Bids, and each Bidder so agrees in submitting his Bid. B. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully

in conformance with these Instructions to Bidders. C. Bid security shall be in an amount sufficient for the Bid as modified or resubmitted.

PART 5 - CONSIDERATION OF BIDS 5.1 OPENING OF BIDS A. The properly identified Bids received on time will be opened 0:00 PM, Month, Day, 2009 local time at the office of The

City of Carlsbad, Post Office Box 1569, Carlsbad, New Mexico 88221-1569. And an abstract of the information will be made available after bid opening.

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.8

5.2 REJECTION OF BIDS A. The City will have the right to reject any or all Bids and to reject a Bid not accompanied by the required bid security

or by other data required by the Bid Documents, or to reject a Bid which is in any way incomplete or irregular.

B. The City reserves the right to accept any bids and not award strictly on the basis of low bid.

C. All bids will be valid for a period not less than 120 days upon bid opening.

5.3 ACCEPTANCE OF BID (AWARD) A. It is the intent of the City to award a Contract to the lowest responsible Bidder provided the Bid has been submitted

in accordance with the requirements of the Bid Documents and does not exceed the funds available. The City shall have the right to waive any informality or irregularity in any bid or Bids received and to accept the Bid or Bids which, in his judgment, is in his own best interest.

B. The City will have the right to accept Alternates in any order or combination and to determine the low Bidder on the basis of the sum of the Base Bid and the Alternates accepted.

C. The signed e-verify document must be a part of the bid packet materials and must accompany bid.

PART 6 - POST BID INFORMATION 6.1 CONTRACTOR’S QUALIFICATION STATEMENT A. Bidders to whom award of the Contract is under consideration shall submit to the City, upon request, a properly

executed AIA Document A305 “Contractor’s Qualification Statement”, unless such a statement has been previously required and submitted as a prerequisite to the issuance of Bid Documents.

6.2 SUBMITTALS A. The Bidder shall, within seven days of notification of selection for the award of a Contract for the Work, submit the

following information to the City: 1. A designation of the Work to be performed by the Bidder with his own forces. 2. The proprietary names and the suppliers or principal items or systems of materials and equipment proposed for

the Work. 3. A list of names of the Subcontractors or other persons or entities (including those who are to furnish materials or

equipment fabricated to a special design) proposed for the principal portions of the Work. B. The Bidder will be required to establish to the satisfaction of the City the reliability and responsibility of the persons

or entities proposed to furnish and perform the Work described in the Bid Documents. C. Prior to the award of the Contract, the City will notify the Bidder in writing if either the City or the Designer, after due investigation has reasonable objection to any such proposed person or entity. If the City has reasonable

objection to any such proposed person or entity, the Bidder may, at his option, (1) withdraw his Bid, or (2) submit an acceptable substitute person or entity with an adjustment in his bid price to cover the difference in cost occasioned by such substitution. The City may, at his discretion, accept the adjusted bid price or he may disqualify the Bidder.

In the event of either withdrawal or disqualification under this Subparagraph, bid security will not be forfeited, notwithstanding the provision of Part 4, paragraph 4.4 A.

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.9

PART 7 - PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND 7.1 BONDS AND INSURANCE CERTIFICATES A. Contractor shall furnish bonds and insurance certificates as specified below, or as otherwise agreed to in the Contract. In addition, provide bonds or insurance as required by law and the General Conditions of the Contract for Construction, AIA Document A201, 1997 edition. 7.2 COVERAGES NOT INCLUDED A. Loss of Use Insurance: 1. City may purchase this coverage at his option. 7.3 APPROVED SURETY A. Licensed to transact surety business in New Mexico. B. Listed as approved by the US Treasury Department as acceptable on Federal Bonds. C. Certified to issue the total amount of the bond on any one risk. D. Acceptable to City and Designer. 7.4 APPROVED INSURERS A. Qualified, approved and doing business in New Mexico. B. Acceptable to City. 7.5 REVIEW REQUIRED A. Contractor shall not commence work under this contract until he has obtained all the bonds and insurance and they

have been reviewed and accepted by City. B. Contractor shall not permit subcontractor to commence work under this Contract until he has obtained similar

insurance and it is reviewed and accepted by City. 7.6 DURATION OF COVERAGES A. For duration of the contract.

7.7 INSURANCE A. The Contractor, before any contracts have been signed and any action taken under a contract will have a Certificate of Insurance for Contractor’s In-Force Insurance issued to the City of Carlsbad for the policies and limits listed below: 1. Commercial General Liability $ 1,000,000 each occurrence (Including Completed Products) 2. Bodily Injury & Property Damage $ 2,000,000 Aggregate. This coverage shall include coverage for the hazard

of Explosion, Collapse and Underground failures. 3. Vehicle Liability $ 1,000,000 Combined Single Limit Bodily Injury, Property Damage. 4. Workers Compensation State of New Mexico Statutory Limits Required. a. $ 1,000,000 b. $ 1,000,000 Each Accident c. $ 1,000,000 Disease, Policy Limit d. $ 1,000,000 Disease, Each Employee B. Occurrence coverage is required. Claims-made coverage is not acceptable. The City of Carlsbad will not share in any deductibles.

Project:

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CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.10

C. These policies shall cover the City, it’s elected officials, employees and agents as additional insured and shall contain a covenant requiring no less than sixty (60) days written notice to the City before cancellation, reduction or other modification of any involved coverage’s. D. These policies shall be primary, noncontributing with any applicable insurance carried by the City of Carlsbad and shall contain a severability of interests clause in respect to cross liability, protecting each additional insured as though a separate policy had been issued to each. Certification of each of the above policies shall be furnished, in duplicate, to the City, at least fifteen (15) days prior to commencement of services under a signed contract. E. All certificates of insurance must clearly state that the Contractor’s insurance(s) is PRIMARY. All Certificates should read: The City of Carlsbad, Post Office Box 1569, Carlsbad, New Mexico.

7.8 BONDS A. LABOR AND MATERIAL PAYMENT BOND 1. In an amount not less than 100% of the Contract sum, written on AIA Document A312, latest edition. 2. Or, in a penal sum not less than that prescribed by state or local law as security for the payment of all persons

performing labor on the project under this Contract and furnishing materials in connection with this Contract. 7.9 PERFORMANCE BOND A. In a penal sum of 100% of the total amount payable by terms of the Contract’s provisions, written on AIA Document

A312, latest edition. 7.10 SURETY FOR BID, PERFORMANCE BONDS AND LABOR AND PAYMENT BONDS SHALL COMPLY WITH THE

FOLLOWING PROVISIONS: A. The Surety company must be currently licensed to do business in New Mexico and holding a certificate of authority to

write surety bonds in New Mexico. B. Insurer shall hold a current certificate of authority authorizing the writing of surety bonds in New Mexico; and such

insurer shall have twice the minimum surplus and capital required by the New Mexico Insurance Code at the time the invitation to bid is first advertised; and such insurer shall be otherwise in compliance with provisions of the

New Mexico Insurance Code; and if the insurer holds a currently valid certificate of authority issued by the United States Department of the Treasury under Section 9304 to 9308 of Title 31 of the United States Code.

C. Surety Company shall not expose itself to any loss on any one risk in an amount exceeding ten percent (5%) of its surplus to policyholders, provided:

1. Any risk or portion of any risk which shall have been reinsured (in which case these minimum requirements carrier) in assuming insurer authorized or approved by the Insurance Commissioner to do business in this state shall be deducted in determining the limitation of risk prescribed in this section.

2. In case of a surety insurance company, there shall be deducted in addition to the deduction for the amount assumed by any co-surety, the value of any security deposited, pledged or held subject to the consent of the

Surety and for the protection of the Surety. D. The bonds shall be accompanied by a duly authenticated or certified document, evidencing that the person executing

the bonds in behalf of the Surety had the authority to do so on the date of the bonds. In the usual case, the conferring of that authority has occurred prior to the date of the bonds, and the document showing the date of appointment and enumeration of powers of the person executing the bonds is accompanied by a certification that the appointment and powers have not been revoked and remain in effect. The date of the certification cannot be earlier than the date of the bonds. The bonds shall be dated earlier than the agreement.

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.11

7.11 STATUTORY WORKERS COMPENSATION A. Employer’s Liability, not less than $100,000 and coverage under the United States Longshoremen’s and Harbor

Workers Compensation Act, and Broad Form All States Coverage. 7.12 SUBCONTRACTOR’S PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE A. Contractor shall require each of his subcontractors to procure and maintain coverage during the life of the subcontract. B. Or, Contractor shall insure activities of his subcontractors in his policy. C. Coverages shall be as specified above, or if approved by City, of lesser amounts deemed appropriate to the type of

work involved. 7.13 OPTIONAL COVERAGE A. The Contractor shall be responsible for and maintain insurance coverage at his option and expense, to cover tools,

equipment, etc., owned or rented, the capital value of which is not included in the cost of the work. 7.14 PROPERTY INSURANCE A. Contractor shall purchase and maintain on the entire project for the full cost of replacement as of the time of any loss. B. Named insured shall include City and Contractor. C. Extended coverage shall include all risk insurance for physical loss or damage. D. Contractor shall increase limits of coverage, if necessary, to reflect estimated replacement costs. E. Contractor shall be responsible for any co-insurance penalties or deductibles. F. Any property insured loss shall be adjusted with the City as trustee for the insured, deposited in a separate account,

and distributed in accordance with the agreement of the parties in interest. G. Contractor, his subcontractor and suppliers, the City shall waive all rights against each other for damages covered by

insurance, except such rights as they may have to the proceeds of such insurance held by the City as trustee. 7.15 COMPREHENSIVE GENERAL LIABILITY (SEE ATTACHED INSURANCE REQUIREMENTS, EXHIBIT A) 7.16 BONDING REQUIREMENTS A. There is a requirement for a Bid Bond in the amount of 5% of the base bid amount which shall be in the form of an actual bid bond. Firms not chosen will have their Bid Bonds returned to them within 15 days after official approval and acceptance of the successful firm. The Bonds shall be in the form of A.I.A. Form A311, latest edition. B. Prior to execution of the contract for Construction Services, the successful Contractor shall furnish a contractor’s Performance Bond and Labor and Materials Payment Bond, both in amounts equal to one hundred ten percent(110%) of the contract price. C. All bonds shall be issued by a corporate surety appearing on the Treasury Department’s most current list (Circular 570 as amended) and be authorized to do business in the State of New Mexico D. The Bidder shall deliver the required bonds to the City not later than the date of execution of the Contract, or if the

Work is to be commenced prior thereto in response to a letter of intent, the Bidder shall, prior to commencement of the Work, submit evidence satisfactory to the City that such bonds will be furnished.

E. The bonds shall be written on AIA Document A311, Performance Bond and Labor and Material Payment Bond. F. The Bidder shall require the attorney-in-fact who executes the required bonds on behalf of the surety to affix thereto a

certified and current copy of his power of attorney.

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.12

PART 8 - FORM OF AGREEMENT BETWEEN CITY AND CONTRACTOR 8.1 FORM TO BE USED A. The Agreement for the Work will be written on AIA Document A107, Abbreviated Form of Agreement Between City

and Contractor or Subcontractor’s Work Authorization Certification, where the basis of payment is a Stipulated Sum.

PART 9 - SUMMARY OF WORK

9.1 SCOPE A. The Work of this Contract comprises the fabrication and installation of wayfinding signs for the City of Carlsbad.

Completion deadline14 weeks after notice to proceed. B. As part of the contract, the Contractor shall be responsible, but not limited to, the following items: 1. Provide timeline for project within 10 days of the receipt of written Notice to Proceed that includes key submittal

dates, fabrication dates and installation dates. This schedule must be approved by the City of Carlsbad. 2. Assign a competent Project Manager to serve as the primary contact throughout the length of the project. 3. Provide shop drawings with appropriate sections, elevations, details, mounting methods, etc. for all sign types

included in the project. Shop drawing elevations shall be submitted for each individual sign included in the project.

4. Submit color and material samples as requested by the City of Carlsbad. 5. Field verify each sign location and report any potential discrepancies to the Designer so remedial actions may

be visited. 6. Manufacture all signs included in the project to the highest workmanship standard and in accordance with the

approved shop drawings. 7. Install all signs included in the project to the highest workmanship standard. 8. Contractor’s Project Manager shall field supervise during the entire installation process. 9. Provide weekly updates from the field on installation progress and revisions to installation schedule. 10. Correct all punch list items upon review by City of Carlsbad. 11. Issue all essential Contract Close-Out documents at the conclusion of the Project. 12. Work in accordance with all items identified in the Project Specifications, Summary of Work and Contract

Documents. 13. Perform daily cleanup of work areas and disposal of any rubbish. 14. Provide signed and sealed Structural Engineering drawings for all sign types. 9.2 CONTRACTS A. Construct the Work under a fixed-price contract. 9.3 WORK BY OTHERS A. Subcontractors and all third party service providers engaged by the Contractor shall perform work under the

supervision of the Contractor and shall not have direct communication with the City. The Contractor is solely responsible and accountable for Subcontractor timeliness and performance quality. 9.4 FUTURE WORK A. Ensure that Work is clear of encroachment into areas required for future work.

Project:

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CB1001


Carlsbad MainStreet

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Date:

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5.13

9.5 WORK SEQUENCE A. Construct Work in stages to accommodate the City’s use of the premises during the construction period; coordinate

the construction schedule and operations with the designated contact. B. Construct the Work in stages to provide for public convenience. 1. Do not close off public use of facilities until completion of one stage of construction will provide alternative

usage.

9.6 EXISTING CONDITIONS & MEASUREMENTS A. Information pertaining to the existing signage has been obtained through photographs and investigations and is

indicated on the drawings in the project manual. This information has been gathered with reasonable care but is of a schematic nature and is not warranted. The Contractor shall verify all dimensions in the field for each proposed sign prior to ordering materials or construction. Any additional costs resulting from the Contractor’s negligence to complete this task shall be borne by the Contractor.

B. The Contractor shall be alert to any indication or evidence of existing building conditions not indicated on the Drawings. All measurements must be verified from actual observation at the building. The Contractor is responsible for all work fitting in place in approved, satisfactory and workmanlike manner in every particular. If the Contractor encounters unexpected existing building conditions, he shall cease operations immediately to minimize damage and notify the City of Carlsbad.

1. Cost of unavoidable initial damage and such supplemental and remedial work which is ordered by the City of Carlsbad shall be borne by the City in accord with Article 12.2.1 of the General Conditions (AIA A201-1976.)

2. The Contractor shall bear the cost of damage resulting from his failure to exercise reasonable care in his work or from continuing operations without notifying the City of Carlsbad.

C. Additional work required to meet established Contract time limits shall be performed after regular working hours (8:00 am to 4:30 pm) or, after notification of the City of Carlsbad, on Sundays or on legal holidays as necessary and at no additional expense to the City. Any deviation from this restriction shall be approved in writing by the City.

1. Substantial Completion: The date when: a. The work, or specified portion thereof, is complete in accordance with the contract documents, with the

exception of the minor items identified on the “punchlist.” 2. Fault: This constitutes responsibility for an error, mistake or delay either directly or indirectly caused by the

Contractor. A production problem or shortage of material is considered the fault of the Contractor; a natural disaster or similar circumstance beyond the control of the Contractor is not considered the fault of the

Contractor. 3. Delay: This is a shift in the schedule of the work which results in the substantial completion of the work

occurring beyond the original mutually agreed upon completion date. D. For additional work required to keep disruptions of the City’s existing facility to a minimum as requested by the City.

The City will pay only for the additional cost above the normal rates for premium time required to complete the work. 9.7 LAWS, PERMITS AND REGULATION A. Contractor shall obtain and pay for all licenses and permits, all fees and/or charges for connection to outside services.

Comply with all laws, ordinances, regulations and code requirements applicable to his work. B. Contractor shall obtain a permit from Infection control for all work that could result in the elevated potential for

noscomial infections. 9.8 COOPERATION AND PROGRESS A. Contractor shall keep informed as to work of all trades engaged in project, and shall execute work in such a manner

Project:

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CB1001


Carlsbad MainStreet

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Date:

November 2008





5.14

as not to delay or interfere with the progress of other trades involved. Schedule work so that no other party is delayed in the execution of work.

B. Employ a competent foreman on job throughout entire period of construction to ensure cooperation. C. It is to be noted that, in a number of instances throughout the project, space for electrical and mechanical lines is

limited. Therefore, it is imperative that all trades coordinate work to ensure concealment in space provided. Priority of space will be decided by Project Contractor where conflict exists. If work is not properly coordinated, the City of

Carlsbad will require the Contractor to remove and relocate work without additional compensation. If separate contracts are awarded, the General Works Contractor shall be responsible for coordination.

PART 10 – PRODUCTS 2.1 GENERAL A. Signs and sign elements: conform to the layout and proportions as indicated. 1. Materials: new stock free from defects impairing strength, durability and appearance. 2. Fabrication: In accordance with the highest standards of the trade. All signs and components complete and free

from visual and structural / mechanical flaws. 3. Use no fabrication materials or procedures that will in any way change the visual quality or have an adverse

effect on materials and surfaces. 4. Letter Forms: aligned to maintain a base line parallel to the sign format. Margins shall be maintained as

indicated by sign type drawings. 5. Edges of Letter Forms: sharp and clean with no edge build-up of bleeding. All surfaces of Letter Forms: without

pinholes or defects. 6. Units constructed of vandal-resistant construction materials, methods, and aluminum, steel, and non-aluminum

metallic surfaces. Components: non-ferrous and/or rust proofed. All joints and seams. 7. Pop rivets will not be acceptable as a method of mechanical fastening. All attachments shall be mechanically

fastened, unless noted otherwise. If an attachment cannot be mechanically fastened, VHB tape shall be utilized, unless noted otherwise.

8. Letter inserts shall be mechanically fastened, not glued. B. Symbols, Typography, and Color: 1. Copy on drawings is for layout purposes only. 2. Stated dimensions shall take precedence over scaled dimensions. If the drawings are not scaled, notation “not

to scale” occurs on the drawing. 3. The graphic configuration of signs is ultimately governed by original art for each sign as approved by the City of

Carlsbad. 4. Original art shall conform to the dimensions and general configuration shown on sign type drawings/diagrams.

In the event of conflict between original art and drawings, notify the City of Carlsbad immediately for resolution of the discrepancy.

5. Colors to match those selected by the designer from the full range of colors in the Pantone Matching System; PANTONE, INC., 55 Knickerbocker Road, Moonachie NJ 07074 or Akzo Nobel Color-map Paint System; or equal.

6. Letter forms: using upper case or upper and lower case in sizes shown and /or scheduled. 7. Letter height: identified as “cap” letter height. 8. Letter spacing: optical, but in accordance with example shown.

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.15

2.2 MATERIALS / FABRICATION A. Provide materials: new stock, free from defects impairing strength, durability, and appearance. 1. Aluminum a. Aluminum plate, angles, channels, extrusions, and other structural items fabricated from alloy 6061-T6,

6063-T5, or other alloy as required for applicable function and use as recommended by the ALUMINUM COMPANY OF AMERICA, KAISER ALUMINUM, REYNOLDS ALUMINUM or equivalent manufacturer.

b. Aluminum used for all exposed surfaces: a minimum thickness of 0.080” with a painted finish as selected by the Designer.

c. Aluminum used for concealing framing of signage: a minimum thickness of 0.125” with a mill finish. d. Provide aluminum of the best commercial quality with the various form straight and true. Replace

materials, which have scratches, scars, creases or buckles. e. Welded joints: heli-arc welded in conformance with the American Welding Society and the Aluminum

Association’s specifications. 2. Reproduction Process: a. Ink and Paints: 1) Inks and paints for silkscreen and imprinted surfaces: provide a type compatible with the surface

on which it is applied and as recommended by manufacturer. 2) Do not use paint or ink that will fade, discolor, or delaminate as a result of proximity to ultraviolet

light source or heat. 3) Include the cost of priming other surfaces (pre-treatments) in the work as part of the finished

surface work. 4) Inks and Paints: evenly applied and without pinholes, scratches, orange peeling, application

marks and dust particles. Workmanship in connection with finishes and formation of the letters shall conform to the highest standards of the trade.

3. Fasteners, anchors, and hardware: of prime commercial quality. a. Hardware: non-conductive and/or insulated when joining non-compatible material. Paint for shop coating

and field touch-up of dissimilar metal connecting members, including anchors and clips, shall be alkali- resistant, bituminous paint.

b. Vandal-resistant fasteners shall be used whenever possible. 4. All adhesives and adhesive tapes required for plastic, glass, and metal shall be a type recommended for the particular usage by the manufacturer and guaranteed to meet the general and structural support criteria

indicated. 5. Steel a. Structural steel sections, channels, tubing, and angles shall meet the requirements of ASTM A-36, with

factory-prime paint coating. b. Steel shall have a galvanized finish. 6. Banner Fabric a. 16 oz double-faced vinyl with opaque layer between vinyl faces. 7. Acrylic Sheet a. Acrylite SG b. Plexiglas 8. Pressure Sensitive Vinyl a. The marking film shall be Avery Graphic Film or approved equal Cut vinyl to be 1.8 mil (0.89) thick, pre- spaced and pre-aligned on transfer paper. Provide vinyl graphics in colors and type styles shown. b. Digital imaging onto 3M Scotchcal™ Graphic Film or approved equal.

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.16

9. Display Case a. Lockable display case with cork board. Sign Contractor to specify for Designer and City to approve. 10. Metal Roof a. Curved corrugated metal roof, Machanicaly fastened to supports. Sign Contractor to specify for Designer and City to approve. 11. Plywod Substrate a. 1/2” thick SignPly - Single-sided, painted aluminum over furniture grade exterior plywood core. Edges filled, sealed and finished smooth.

PART 11 - EXECUTION

10.1 APPLIED GRAPHICS A. All painted, printed and fabricated finishes shall be smooth, free of scratches, gouges, air bubbles, foreign matter or other imperfections. B. All applied vinyl graphics to be smooth, free of scratches, gouges, air bubbles, foreign matter or other imperfections.

10.2 SIGN CONSTRUCTION A. SIgns shall be structurally designed as required to resist 30 psf horizontal wind-loads and thermal movements without distortions or excessive deflections. Signs shall be affixed to structural supports (where desired) as approved by the Prime Contractor. All exterior sign fabrication shall be a complete system including all stiffeners, fasteners, welding, sealants, jointing, miscellaneous pieces and material thickness as required for high quality workmanship. Connections, angles, shapes and details shown are suggestive and Sign Contractor shall be responsible for correct engineering, final sizing, reinforcing and detailing as required for a superior professional product. All fabricated materials to have smoothed machined edges, free from cracks, chips, or other adverse conditions. 10.3 INSPECTION A. The Sign Contractor shall verify conditions and measurements affecting the work of this project at the site. B. Notify Prime Contractor in writing of unacceptable substrates or detrimental conditions. Beginning work indicates acceptance of substrate and subsequent modifications become the Sign Contractor’s complete responsibility.

10.4 SIGN LOCATIONS A. Locations shown on site plan drawings are for general information only. The Sign Contractor is to arrange a meeting with the Prime Contractor at the site for final locations. All signs are to be located with the use of numbered tags corresponding to numbered sign items. 10.5 INSTALLATION A. Prior to the installation of any signs, the Sign Contractor shall inspect all sign location sites for in-ground or above ground utilities such as electrical conduit, sprinklers or other obstructions and procure clearance with all utility companies and with Savannah Christian Church. B. The Sign Contractor shall notify the Prime Contractor of any discrepancies or obstacles impeding the specified placement of sign components and shall adjust any questionable installations with the prior acknowledgment and approval of the Prime Contractor, Designer and Owner. C. Wet environments (where sprinklers and/or irrigation are used) should be inspected by the Sign Contractor prior to

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.17

installation of any signs. The Sign Contractor shall notify the Prime Contractor in writing of conflicts such as where moisture or irrigation water spray might discolor sign faces or erode / corrode sign foundations, mountings and fasteners. D. The Sign Contractor shall not install any signs that are defective or damaged. Install completed sign units square, plumb and accurately level in accordance with the drawings and specifications for appropriate sign type. Leave signs clean and dust-free. E. Use all means necessary to protect materials before, during and after installation until final acceptance of work by Owner. F. The Sign Contractor shall comply with all mandated property regulations and restrictions pertaining to operational hours, vehicle parking, security clearances and over-all on-site conduct.

10.6 PROJECT COMPLETION A. Following installation, clean all signs ensuring removal of all fingerprints, dirt, shavings, adhesive, dust particles, etc. Prior to leaving the installation location, clean the work area, walls, floor, etc., that may be soiled during the installation process. B. Supply the Prime Contractor an accurate schedule of installation completion. Final inspection will be scheduled and a punch list will be conducted by the Prime Contractor prior to project sign-off. C. If, after the final inspection, it is determined that there is need for the Sign Contractor to correct flaws or mistakes in the fabrication or installation of product, the Sign Contractor agrees to execute such corrections expeditiously and without undue delay.

10.7 GUARANTEE A. All work outlined under this contract and furnished by the Sign Contractor shall be guaranteed against any or all defects in workmanship, material, and installation. Repairs of such during the first year of installation will be made by the Sign Contractor at his own cost and expense without charge to the Owner. All such repairs and/or replacement shall be made at a time and at hours satisfactory to the Owner.

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.18

BID FORM NAME OF BIDDER: ______________________________________________ In response to the City of Carlsbad’s request for bids and in compliance with the Contract Requirements, the undersigned proposes to provide all labor, materials and equipment, all supervision, coordination, all related incidentals necessary to furnish and install the Wayfinding Program Signage located at Carlsbad, New Mexico. In strict accordance with the Bid Documents dated ________________ including Addenda numbered __________ through __________, inclusive, prepared by Mayfield Creative, Inc., for an all-inclusive Base Bid for The City of Carlsbad Wayfinding Program includes all incidental costs such as shop drawings, permitting, permit fees, samples, shipping, etc. Installation shall be identified as a lump sum at the end of the bid form and shall not be included in the unit costs. Sign Type Description Unit Price Qty. ExtensionA1.1 Street Identity (Traffic Signal Arm) $ 2 $A2.1 Street Identity (City Wide) $ 2 $A3.1 Street Identity (MainStreet District) $ 2 $A4.1 Facility Identity (Marquee) $ 1 $A5.1 Facility Identity (Free Standing) $ 2 $A6.1 Parking Area Identity $ 1 $B1.1 Banner (City) $ 2 $B1.2 Banner (City) $ 2 $B1.3 Banner (City) $ 2 $B2.1 Banner (Main Street District) $ 2 $B2.2 Banner (Main Street District) $ 2 $B2.3 Banner (Main Street District) $ 2 $B2.4 Banner (Main Street District) $ 2 $B2.5 Banner (Main Street District) $ 2 $F1.1 Aluminum Pennant and Pole (P1) $ 5 $F1.2 Aluminum Pennant and Pole (P2) $ 5 $F1.3 Aluminum Pennant and Pole (P3) $ 5 $G1.1 Gateway (City) $ 1 $G2.1 Gateway (City) $ 2 $G3.1 Gateway (MainStreet District) $ 2 $G1.1 Gateway (MainStreet District) $ 3 $K1.1 Kiosk (MainStreet District) $ 2 $K2.1 Kiosk (City) $ 2 $K3.1 Kiosk (Pole Mouned MainStreet District) $ 2 $P1.1 Pedestrian Directional (Single Panel) $ 2 $P2.1 Pedestrian Directional (Multiple Panels) $ 2 $V1.1 Vehicular Directional (Large) $ 2 $V2.1 Vehicular Directional (Medium) $ 2 $V3.1 Vehicular Directional (Small) $ 2 $

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.19

Sign Type Description Unit Price Qty. ExtensionV4.1 Vehicular Route Directional (Large) $ 2 $V5.1 Vehicular Route Directional (Medium) $ 2 $V6.1 Vehicular Route Directional (Small) $ 2 $V7.1 MainStreet Directional (Post & Panel) $ 2 $V8.1 MainStreet Directional (Shared Post) $ 2 $R1.1 Park Regulations (Large) $ 2 $R2.1 Park Regulations (Medium) $ 2 $R3.1 Park Regulations (Small) $ 2 $R4.1 Park Regulations (Vehicular) $ 2 $Fabrication Estimated Duration (days): Total Fabrication Costs: $Installation Estimated Duration (days): Total Installation Costs: $

Grand Total: $ Volunteer Alternates may be submitted with the Bid Form, based on the use of products equivalent or better in quality and performance to the products or equipment specified. Do not include in the Bid Form any alternative voluntary alternate. List the voluntary alternates separately and attach to the Bid Form with the following information for each voluntary alternate:1. Manufacturers and suppliers name. 2. Change in price, if any. 3. Reason for proposing the voluntary alternate. 4. Complete form per Section 01630 - SUBSTITUTIONS AND PRODUCT OPTIONS with detailed description of

voluntary alternate, including all product data, material and finishes. Bid Security in the form of certified check ( ), cashier’s check ( ) or bid bond ( ) accompanies this proposal in the amount of 10% of the bid amount. In submitting this Proposal, the undersigned agrees that the Bid will not be withdrawn for a period of 60 consecutive calendar days following the date of Bid Opening; further, that if a Notice to Proceed or if a prepared Agreement provided by the City is received at the business address identified below within the above named 60-day period, the undersigned will, within ten days of such receipt, acknowledge acceptance of the contract award and will execute and deliver the Agreement, the Performance, Labor and Material Payment Bond, the certificates of insurance, and will proceed in accordance with requirements of the Contract Documents for this project. The business address to which the Notice to Proceed may be mailed, emailed, faxed or otherwise delivered: ________________________________________________________________________________________________________ Submitted by: _____________________________________________ _______________________________________________ (Representative’s Signature) (Firm or Corporate Name) There is a requirement for a Bid Bond in the amount of 5% of the base bid amount which shall be in the form of an actual bid bond. Firms not chosen will have their Bid Bonds returned to them within 15 days after official approval and acceptance of the successful firm. The Bonds shall be in the form of A.I.A. Form A311, latest edition.

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.20

Prior to execution of the contract for Construction Services, the successful Contractor shall furnish a contractor’s Performance Bond and Labor and Materials Payment Bond, both in amounts equal to one hundred ten percent(110%) of the contract price. All bonds shall be issued by a corporate surety appearing on the Treasury Department’s most current list (Circular 570 as amended) and be authorized to do business in the State of New Mexico CONTRACT AWARD The contract will be awarded to the firm whose proposal conforms to the solicitation and will be most advantageous to the City of Carlsbad, price and other evaluation factors considered. The City reserves the right to reject any and all proposals received. The City reserves the right to waive any informalities and also to negotiate with the selected vendor.

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.21

SPECIFICATION COMPLIANCE CERTIFICATION This document must be completed and returned with bid documents or the bid will be rejected as incomplete. This is to certify that the attached bid for signage at City of Carlsbad is in strict and complete compliance with all sizes, specifications, products and details provided by KMA Design, Inc., and that no exceptions or deviations are included or allowed. We agree that any deviation from specifications will be corrected at our cost. Company: ___________________________________________________ Signature: ___________________________________________________ Title: _______________________________________________________ Date: __________________________ Sworn to and subscribed before me this _________ day of ___________, 2009. ___________________________________________________________ Notary Public My commission expires: _______________________________________ Witness: ____________________________________________________ Witness: ____________________________________________________

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.22

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.23

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.24

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.25

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.26

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.27

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.28

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.29

Project:

Sheet Description:


CB1001


Carlsbad MainStreet

Prepared for:

Date:

November 2008





5.30

carlsbad, nm wayfinding bid docs

Design

property of mayfield

mayfield creative ftp

sign location

section view

sign contractor

contents section

sign quantities

drawing number