Am4 Attach06 DEICE - CCD 02_COMBINED_SIGNED.pdf

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USFS Colorado Springs Air Tanker Base
Solicitation number
1282BH20R0003
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This document is a construction change directive for the Colorado Springs Airport Deice Apron project. The change directive identifies discrepancies in elevation call outs that have been corrected, reassesses the layout of the integrated deicing services area resulting in a reduced paved area, relocates the location of a proposed high mast light pole to avoid conflicts, and specifies that the existing AOA fence shown to be removed will remain in place with a manual access gate added to the new fence construction. Attachments include revised plan sheets showing the spot elevation changes, dimensions of the reduced deicing services asphalt pad, and location of the relocated light pole. The change directive notes potential cost savings from reducing the paved area and confirms no resulting schedule changes.

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CCD No. 02

CONSTRUCTION

CHANGE DIRECTIVE

Colorado Springs Airport Deice Apron

RS&H Project Number: 224-1812-006

OWNER: Colorado Springs Airport CCD NO. 02 7770 Milton E. Proby Pkwy, Suite 50 Colorado Springs, CO 80916 INITIATION DATE: 6/1/2020

TO: Villalobos Concrete, Inc.

5472 Lincoln Street

Denver, Colorado 80216

Description:

This Change Directive is identifying:

1. Discrepancies existed between elevation call outs from the concrete joint elevation sheets on the outside of the asphalt shoulder and the elevations in the design point files. It was determined that the surface used in the plan sheet had slight discrepancies between it and the final proposed surface on the outside of the asphalt shoulders. This was corrected and the revised Concrete Joint Elevation Plan sheets in this area are attached.

2. The Integrated Deicing Services layout was reassessed. The facility is designed to accommodate five

(5) Deice trucks (14’x8’ with 6’ separation), three (3) storage tanks (12’x8’, 12’x12’, and 20x12’), and one (1) trailer (12’x64’). It was determined that the paved area can be reduced by approximately 39.16’ from the South extent. The new paved area dimensions will be 100’x80’.

3. The location of the proposed high mast light pole W-2 was relocated to ensure a 15-foot edge to edge separation between any water line/structures and pole base and to avoid conflicts with proposed drainage swale grading.

4. The existing AOA fence shown to be removed in the plans is to remain in place keeping the Deice pond facility fenced outside of the AOA on the public side. The proposed fence outside of the pond will be constructed with a manual access gate.

Attachments:

A. Plan sheets C601-C604 showing the revised spot elevation plan.

B. Plan sheet C201 showing the revised IDS asphalt pad dimensions.

C. Plan sheet ES201 showing the revised location of high might light pole W-2 D. Plan sheet C101 showing the existing AOA fence is to remain and C801 and C810 showing the addition of the manual gate with the fence installation.

Notes:

• There will be a cost saving with this directive (associated items: P-209 Aggregate Base Course and P- 403 Bituminous Surface Course associated with the IDS paved area)

• There are no schedule changes with this directive.

CCD No. 02

This Directive is not valid until signed by Owner Agreed to: Authorized:

Engineer Owner

6/1/2020 By: DATE By: DATE RS&H, Inc. Colorado Springs Airport

CITY OF COLORADO SPRINGS CHANGE DIRECTIVE 02

COLORADO SPRINGS AIRPORT

DEICE APRON JUNE 1, 2020

ATTACHMENT A

C601-C604 CONCRETE JOINT ELEVATION PLANS

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EXISTING VEHICLE SERVICE ROAD

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NORTH

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KEYMAP

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MILTON E PROBY AIRPORT EXIT

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MILTON E PROBY AIRPORT RETURN

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RENTAL CAR SERVICE RD.

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RENTAL CAR SERVICE RD.

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MILTON E PROBY PKWY

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AutoCAD SHX Text NOTES: 1. ADD 6,000' TO EACH PROPOSED SPOT ELEVATION ADD 6,000' TO EACH PROPOSED SPOT ELEVATION THAT IS GREATER THAN 50' FOR TRUE ELEVATION. 2. ADD 6,100' TO EACH PROPOSED SPOT ELEVATION ADD 6,100' TO EACH PROPOSED SPOT ELEVATION THAT IS LESS THAN 50' FOR TRUE ELEVATION. 3. SEE SHEET C610 FOR JOINT LAYOUT PLAN. SEE SHEET C610 FOR JOINT LAYOUT PLAN. 4. SEE SHEET C201 FOR ALL DIMENSIONS. SEE SHEET C201 FOR ALL DIMENSIONS. 5. CONTRACTOR SHALL TRANSITION OVER THE LAST CONTRACTOR SHALL TRANSITION OVER THE LAST PANEL TO TIE TO EXISTING GRADES, PANEL DIMENSIONS AND MATCH EXISTING JOINT LINES.

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LEGEND:

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EXISTING

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SPOT ELEVATION (SEE NOTE 1 FOR FINISH ELEVATION)

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PROPOSED

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KBS

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ALG

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KBS

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CONCRETE JOINT ELEVATION PLANS (SHEET 1 OF 4)

AutoCAD SHX Text C601

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MATCH LINE - SEE SHEET C603

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MATCH LINE - SEE SHEET C602

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2020 RS&H, INC.

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DRAWING NUMBER

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AutoCAD SHX Text 224-1812-001

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RS&H PROJECT NUMBER

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DATE ISSUED:

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REVIEWED BY:

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DESIGNED BY:

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DRAWN BY:

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NO.

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DESCRIPTION

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REVISIONS

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DATE

AutoCAD SHX Text 7800 E. Union Ave., Suite 700

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(303) 409-9700

AutoCAD SHX Text Denver, CO. 80237

AutoCAD SHX Text www.rsandh.com

AutoCAD SHX Text RS&H, Inc.

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FEBRUARY 14, 2020

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ISSUED FOR

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CONSTRUCTION

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SHEET OF

AutoCAD SHX Text Drawing: C:\pw_work\rsh_pw\pauleyj\d0230004\C601-C604.dwgC:\pw_work\rsh_pw\pauleyj\d0230004\C601-C604.dwg

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SCHEDULE I: CONSTRUCT DEICE APRON (BASE BID)

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DEICE APRON

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SCHEDULE II: CONSTRUCT DEICE APRON (BID ALTERNATIVE 1)

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MATCH LINE - SEE INSET

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INSET - SEE MATCH LINE

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CCD # 2

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TAXIWAY E

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NORTH

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KEYMAP

AutoCAD SHX Text D

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MILTON E PROBY AIRPORT EXIT

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MILTON E PROBY AIRPORT RETURN

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RENTAL CAR SERVICE RD.

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RENTAL CAR SERVICE RD.

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MILTON E PROBY PKWY

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MILTON E PROBY PKWY

AutoCAD SHX Text NOTES: 1. ADD 6,000' TO EACH PROPOSED SPOT ELEVATION ADD 6,000' TO EACH PROPOSED SPOT ELEVATION THAT IS GREATER THAN 50' FOR TRUE ELEVATION. 2. ADD 6,100' TO EACH PROPOSED SPOT ELEVATION ADD 6,100' TO EACH PROPOSED SPOT ELEVATION THAT IS LESS THAN 50' FOR TRUE ELEVATION. 3. SEE SHEET C610 FOR JOINT LAYOUT PLAN. SEE SHEET C610 FOR JOINT LAYOUT PLAN. 4. SEE SHEET C201 FOR ALL DIMENSIONS. SEE SHEET C201 FOR ALL DIMENSIONS. 5. CONTRACTOR SHALL TRANSITION OVER THE LAST CONTRACTOR SHALL TRANSITION OVER THE LAST PANEL TO TIE TO EXISTING GRADES, PANEL DIMENSIONS AND MATCH EXISTING JOINT LINES.

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LEGEND:

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EXISTING

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SPOT ELEVATION (SEE NOTE 1 FOR FINISH ELEVATION)

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PROPOSED

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KBS

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ALG

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KBS

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CONCRETE JOINT ELEVATION PLANS (SHEET 2 OF 4)

AutoCAD SHX Text C602

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MATCH LINE - SEE SHEET C604

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MATCH LINE - SEE SHEET C601

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2020 RS&H, INC.

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DRAWING NUMBER

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AutoCAD SHX Text 224-1812-001

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RS&H PROJECT NUMBER

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DATE ISSUED:

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REVIEWED BY:

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DESIGNED BY:

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DRAWN BY:

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NO.

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DESCRIPTION

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REVISIONS

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DATE

AutoCAD SHX Text 7800 E. Union Ave., Suite 700

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(303) 409-9700

AutoCAD SHX Text Denver, CO. 80237

AutoCAD SHX Text www.rsandh.com

AutoCAD SHX Text RS&H, Inc.

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FEBRUARY 14, 2020

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ISSUED FOR

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CONSTRUCTION

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SHEET OF

AutoCAD SHX Text Drawing: C:\pw_work\rsh_pw\pauleyj\d0230004\C601-C604.dwgC:\pw_work\rsh_pw\pauleyj\d0230004\C601-C604.dwg

AutoCAD SHX Text Plotted by: Pauley, JeffPauley, Jeff

AutoCAD SHX Text Plotted on: 4/22/2020 3:48 PM4/22/2020 3:48 PM

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SCHEDULE I: CONSTRUCT DEICE APRON (BASE BID)

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DEICE APRON

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SCHEDULE II: CONSTRUCT DEICE APRON (BID ALTERNATIVE 1)

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CCD # 1

AutoCAD SHX Text 3/16/20

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CCD # 2

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EXISTING VEHICLE SERVICE ROAD

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NORTH

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KEYMAP

AutoCAD SHX Text D

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MILTON E PROBY AIRPORT EXIT

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MILTON E PROBY AIRPORT RETURN

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RENTAL CAR SERVICE RD.

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RENTAL CAR SERVICE RD.

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MILTON E PROBY PKWY

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MILTON E PROBY PKWY

AutoCAD SHX Text NOTES: 1. ADD 6,000' TO EACH PROPOSED SPOT ELEVATION ADD 6,000' TO EACH PROPOSED SPOT ELEVATION THAT IS GREATER THAN 50' FOR TRUE ELEVATION. 2. ADD 6,100' TO EACH PROPOSED SPOT ELEVATION ADD 6,100' TO EACH PROPOSED SPOT ELEVATION THAT IS LESS THAN 50' FOR TRUE ELEVATION. 3. SEE SHEET C610 FOR JOINT LAYOUT PLAN. SEE SHEET C610 FOR JOINT LAYOUT PLAN. 4. SEE SHEET C201 FOR ALL DIMENSIONS. SEE SHEET C201 FOR ALL DIMENSIONS. 5. CONTRACTOR SHALL TRANSITION OVER THE LAST CONTRACTOR SHALL TRANSITION OVER THE LAST PANEL TO TIE TO EXISTING GRADES, PANEL DIMENSIONS AND MATCH EXISTING JOINT LINES.

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LEGEND:

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EXISTING

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SPOT ELEVATION (SEE NOTE 1 FOR FINISH ELEVATION)

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PROPOSED

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KBS

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ALG

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KBS

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CONCRETE JOINT ELEVATION PLANS (SHEET 3 OF 4)

AutoCAD SHX Text C603

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MATCH LINE - SEE SHEET C601

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MATCH LINE - SEE SHEET C604

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2020 RS&H, INC.

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DRAWING NUMBER

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AutoCAD SHX Text 224-1812-001

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RS&H PROJECT NUMBER

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DATE ISSUED:

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REVIEWED BY:

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DESIGNED BY:

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DRAWN BY:

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NO.

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DESCRIPTION

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REVISIONS

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DATE

AutoCAD SHX Text 7800 E. Union Ave., Suite 700

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(303) 409-9700

AutoCAD SHX Text Denver, CO. 80237

AutoCAD SHX Text www.rsandh.com

AutoCAD SHX Text RS&H, Inc.

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FEBRUARY 14, 2020

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ISSUED FOR

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CONSTRUCTION

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SHEET OF

AutoCAD SHX Text Drawing: C:\pw_work\rsh_pw\pauleyj\d0230004\C601-C604.dwgC:\pw_work\rsh_pw\pauleyj\d0230004\C601-C604.dwg

AutoCAD SHX Text Plotted by: Pauley, JeffPauley, Jeff

AutoCAD SHX Text Plotted on: 4/22/2020 3:48 PM4/22/2020 3:48 PM

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SCHEDULE I: CONSTRUCT DEICE APRON (BASE BID)

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DEICE APRON

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SCHEDULE II: CONSTRUCT DEICE APRON (BID ALTERNATIVE 1)

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CCD # 2

AutoCAD SHX Text 4/22/20

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EXISTING VEHICLE SERVICE ROAD

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TAXIWAY E

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KEYMAP

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MILTON E PROBY AIRPORT EXIT

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MILTON E PROBY AIRPORT RETURN

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RENTAL CAR SERVICE RD.

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RENTAL CAR SERVICE RD.

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MILTON E PROBY PKWY

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MILTON E PROBY PKWY

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NORTH

AutoCAD SHX Text NOTES: 1. ADD 6,000' TO EACH PROPOSED SPOT ELEVATION ADD 6,000' TO EACH PROPOSED SPOT ELEVATION THAT IS GREATER THAN 50' FOR TRUE ELEVATION. 2. ADD 6,100' TO EACH PROPOSED SPOT ELEVATION ADD 6,100' TO EACH PROPOSED SPOT ELEVATION THAT IS LESS THAN 50' FOR TRUE ELEVATION. 3. SEE SHEET C610 FOR JOINT LAYOUT PLAN. SEE SHEET C610 FOR JOINT LAYOUT PLAN. 4. SEE SHEET C201 FOR ALL DIMENSIONS. SEE SHEET C201 FOR ALL DIMENSIONS. 5. CONTRACTOR SHALL TRANSITION OVER THE LAST CONTRACTOR SHALL TRANSITION OVER THE LAST PANEL TO TIE TO EXISTING GRADES, PANEL DIMENSIONS AND MATCH EXISTING JOINT LINES.

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LEGEND:

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EXISTING

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SPOT ELEVATION (SEE NOTE 1 FOR FINISH ELEVATION)

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PROPOSED

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KBS

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ALG

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KBS

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CONCRETE JOINT ELEVATION PLANS (SHEET 4 OF 4)

AutoCAD SHX Text C604

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MATCH LINE - SEE SHEET C602

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MATCH LINE - SEE SHEET C603

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2020 RS&H, INC.

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DRAWING NUMBER

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AutoCAD SHX Text 224-1812-001

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RS&H PROJECT NUMBER

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DATE ISSUED:

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REVIEWED BY:

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DESIGNED BY:

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DRAWN BY:

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NO.

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DESCRIPTION

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REVISIONS

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DATE

AutoCAD SHX Text 7800 E. Union Ave., Suite 700

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(303) 409-9700

AutoCAD SHX Text Denver, CO. 80237

AutoCAD SHX Text www.rsandh.com

AutoCAD SHX Text RS&H, Inc.

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FEBRUARY 14, 2020

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ISSUED FOR

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CONSTRUCTION

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SHEET OF

AutoCAD SHX Text Drawing: C:\pw_work\rsh_pw\pauleyj\d0230004\C601-C604.dwgC:\pw_work\rsh_pw\pauleyj\d0230004\C601-C604.dwg

AutoCAD SHX Text Plotted by: Pauley, JeffPauley, Jeff

AutoCAD SHX Text Plotted on: 4/22/2020 3:48 PM4/22/2020 3:48 PM

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SCHEDULE I: CONSTRUCT DEICE APRON (BASE BID)

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DEICE APRON

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SCHEDULE II: CONSTRUCT DEICE APRON (BID ALTERNATIVE 1)

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CCD # 1

AutoCAD SHX Text 3/16/20

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CCD # 2

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ATTACHMENT B

C201 GEOMETRY AND PAVING PLAN

CCD2 DEICE VENDOR PAD 5/14/2020

ATTACHMENT C

ES201 PROPOSED HIGH MAST LIGHTING PLAN

12''W 12''W

''W

''W

''W

12''W 12''W

S

''S S

''S S

''S S

''S S

''S S

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S

''W

''W

''W

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''W

''W

''W

1 2 3

S

S

''S S

''S S

''S S

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''S S

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''S S

AutoCAD SHX Text Xref ..\..\..\..\dwg\Design-C3d\To Others\FINAL_CAD_FILES\DESIGN\A-101 - LEVEL 1 FLOOR PLAN.dwg

AutoCAD SHX Text Xref ..\..\..\..\dwg\Design-C3d\To Others\FINAL_CAD_FILES\DESIGN\AS-101.dwg

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PROVIDE DEICE APRON EQUIPMENT RACK AND FOUNDATION

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PROVIDE 4" CONDUIT PER UTILITY REQUIREMENT (MV CABLE BY CSU)

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EXISTING MV SWITCH VAULT (MV CABLE CONNECTION BY CSU)

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EXISTING UTILITY TRANSFORMER TO BE PROTECTED

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DIVERSION STRUCTURE

AutoCAD SHX Text UTILITY TRANSFORMER (BY CSU); PAD & GROUNDING (BY CONTRACTOR) PER UTILITY REQUIREMENTS, CONTRACTOR TO PROVIDE (6) 3" CONDUITS STUBBED 5' OUT FROM TRANSFOMER SECONDARY FOR FUTURE USE AND PROVIDE A CONDUIT MARKER

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METER VAULT

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EXISTING METER TO BE PROTECTED

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EXISTING ELECTRICAL EQUIPMENT RACK TO BE PROTECTED

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EXISTING ELECTRICAL HANDHOLE TO BE PROTECTED, TYP.

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OLD DRENAN ROAD

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LANGLEY STREET

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PROVIDE 5' X 8' PULL VAULT PER UTILITY REQUIREMENT (MV CABLE BY CSU)

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PROVIDE 3" CONDUIT FROM TRASNFORMER SECONDARY TO DEICE APRON EQUIPMENT RACK

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AutoCAD SHX Text 50'

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NORTH

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KEYMAP

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MILTON E PROBY AIRPORT EXIT

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MILTON E PROBY AIRPORT RETURN

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RENTAL CAR SERVICE RD.

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RENTAL CAR SERVICE RD.

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MILTON E PROBY PKWY

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RMG

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CAT

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RMG

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PROPOSED HIGH MAST LIGHTING PLAN

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ES201

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AutoCAD SHX Text NOTES: A. SEE SHEET E001 AND E002, FOR ELECTRICAL SEE SHEET E001 AND E002, FOR ELECTRICAL LEGEND, ABBREVIATIONS, AND ELECTRICAL NOTES. B. COORDINATE WORK WITH THE PHASING PLANS. COORDINATE WORK WITH THE PHASING PLANS. C. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSES, FEES, INSPECTIONS, APPROVALS, ETC. D. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED VERSION OF THE NATIONAL ELECTRICAL CODE, THE NATIONAL ELECTRICAL SAFETY CODE, AND APPLICABLE LOCAL BUILDING CODES, LAWS AND ORDINANCES. E. ALL ITEMS ARE NEW UNLESS SPECIFICALLY NOTED ALL ITEMS ARE NEW UNLESS SPECIFICALLY NOTED OTHERWISE. NEW MATERIALS SHALL BE U.L. LISTED.

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2020 RS&H, INC.

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DRAWING NUMBER

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AutoCAD SHX Text 224-1812-001

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RS&H PROJECT NUMBER

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DATE ISSUED:

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REVIEWED BY:

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DESIGNED BY:

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DRAWN BY:

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NO.

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DESCRIPTION

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REVISIONS

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DATE

AutoCAD SHX Text 7800 E. Union Ave., Suite 700

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(303) 409-9700

AutoCAD SHX Text Denver, CO. 80237

AutoCAD SHX Text www.rsandh.com

AutoCAD SHX Text RS&H, Inc.

AutoCAD SHX Text

FEBRUARY 14, 2020

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ISSUED FOR

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CONSTRUCTION

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SHEET OF

AutoCAD SHX Text Drawing: C:\pw_work\rsh_pw\pauleyj\d0230004\ES201.dwgC:\pw_work\rsh_pw\pauleyj\d0230004\ES201.dwg

AutoCAD SHX Text Plotted by: Pauley, JeffPauley, Jeff

AutoCAD SHX Text Plotted on: 5/30/2020 10:24 AM5/30/2020 10:24 AM

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SCHEDULE I: CONSTRUCT DEICE APRON (BASE BID)

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DEICE APRON

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SCHEDULE II: CONSTRUCT DEICE APRON (BID ALTERNATIVE 1)

AutoCAD SHX Text KEYED NOTES: 1. PROVIDE 6-2" DIRECT BURIED CONDUIT. PROVIDE PROVIDE 6-2" DIRECT BURIED CONDUIT. PROVIDE CABLE FOR THE FOLLOWING CIRCUITS: DI-S WITH OBS-S IN ONE CONDUIT, AND DI-W WITH OBS-W IN ONE CONDUIT. PROVIDE CABLE FOR THE FOLLOWING CIRCUITS IN SEPARATE CONDUITS: DS1, DS2, AND MVHT. ONE CONDUIT SHALL REMAIN AS SPARE. 2. PROVIDE 2-2" DIRECT BURIED CONDUIT. PROVIDE PROVIDE 2-2" DIRECT BURIED CONDUIT. PROVIDE CABLE FOR CIRCUIT DI-S & OBS-S IN ONE CONDUIT. 3. PROVIDE 2-2" CONCRETE ENCASED CONDUIT. PROVIDE PROVIDE 2-2" CONCRETE ENCASED CONDUIT. PROVIDE CABLE FOR CIRCUIT DI-W & OBS-W IN ONE CONDUIT. 4. PROVIDE 2-2" DIRECT BURIED CONDUIT. PROVIDE PROVIDE 2-2" DIRECT BURIED CONDUIT. PROVIDE CABLE FOR CIRCUIT DS1 AND DS2. 5. PROVIDE 2-2" DIRECT BURIED CONDUIT. PROVIDE PROVIDE 2-2" DIRECT BURIED CONDUIT. PROVIDE CABLE FOR CIRCUIT MVHT.

AutoCAD SHX Text PROPOSED APRON LIGHT POLE AND FOUNDATION, WHERE X DENOTES POLE CIRCUIT AND # DENOTES POLE #

AutoCAD SHX Text

PROPOSED CONDUIT AND CABLE

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PROPOSED VEHICLE RATED HANDHOLE, 4' X 4' X 4'

AutoCAD SHX Text X#

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LEGEND:

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PROPOSED VEHICLE RATED HANDHOLE, 24" X 36" W/OPEN BOTTOM

AutoCAD SHX Text

CCD #1

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AutoCAD SHX Text 3/02/2020

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CCD #2

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AutoCAD SHX Text 5/30/2020

ATTACHMENT D

C101 DEMOLITION PLAN

C801 FENCE PLAN AND C810 FENCE DETAILS

FENCE TO REMAIN

CCD2 8' AOA FENCE 060120

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INSTALL NEW 12-FOOT WIDE

8-FOOT TALL CHAINLINK

MANUAL SWING GATE. REFER

TO C810 FOR DETAIL.

CCD2 8' AOA FENCE 060120

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UNAUTHORIZED PERSONNEL

PROHIBITED

VIOLATORS WILL BE PROSECUTED TO

THE FULL EXTENT OF THE LAW

2020-06-02T11:52:28-0600
Steven Gaeta

File details come from the government source that posted it. Updated .