Am4 Attach05 DEICE - CCD 01 COMPLETE_SIGNED.pdf

PDF 21 MB Posted Jul 10, 2020

Attached to: USFS Colorado Springs Air Tanker Base
Solicitation number: 1282BH20R0003
Issued by: Department of Agriculture Forest Service R2-Rocky Mountain Region

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicitation seeks products and services for the USDA Forest Service Colorado Springs Air Tanker Base Project. Solicitation number 1282BH20R0003 was issued by the Department of Agriculture Forest Service Rocky Mountain Region to support its Colorado Springs Airtanker Base. Responses are due by an unspecified date. The solicitation involves construction and facility services for the air tanker base to support firefighting operations. Specific requirements were not provided in the attached file, which appears to be an appendix that does not outline the scope of work.

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CCD No. 01

CONSTRUCTION

CHANGE DIRECTIVE

Colorado Springs Airport Deice Apron

RS&H Project Number: 224-1812-006

OWNER: Colorado Springs Airport CCD NO. 01 7770 Milton E. Proby Pkwy, Suite 50 Colorado Springs, CO 80916 INITIATION DATE: 4/15/2020

TO: Villalobos Concrete, Inc.

5472 Lincoln Street

Denver, Colorado 80216

Description:

This Change Directive is identifying:

1. Discrepancies existed between joint elevation call outs from the concrete joint elevation sheets and the joint elevations in the design files. It was determined that there was a slight disconnect between the locations of the elevation call outs on the plans and the actual design joint location in isolated areas. This was corrected and the revised Concrete Joint Elevation Plan sheets in this area are attached.

2. Two (2) high mast lighting pole locations and two (2) vehicle rated handhole sizes were adjusted to accommodate the United States Forrest Service proposed site layout which was finalized after Issue for Bid Documents. This adjustment was incorporated, and the revised High Mast Lighting Plan sheet is attached.

3. Locations of electrical conduit and taxiway edge lights along Taxiway E shown on demolition plans was shown incorrectly. Proposed taxiway edge light locations on the east side of Taxiway E were adjusted to be at the correct offset and in line with the existing conduit to be utilized. The revised Airfield Demolition Plan and Airfield Lighting and Signage Plan sheets are attached.

4. Demolition limits did not correlate with proposed geometry limits. This was corrected and the revised Demolition Plan sheet is attached.

5. The inclusion of approved USFS Wastewater Construction Plans and USFS Water Construction Plans is necessary for Issue for Construction documents. Proposed location and alignment of Sanitary Sewer and Water was adjusted and additional sanitary sewer items were incorporated into the design between Issued for Bid documents and Issued for Construction. The extent of the resulting changes are: one (1) existing sanitary sewer manhole to be removed (existing 4’ø SSMH-1), two (2) additional proposed sanitary manholes (5’ø SSMH-1 and 4’ø SSMH-4.1), additional 15 LF of 12-inch waterline, and the need for a sanitary sewer plug at SSMH-1 during removal and replacement to tie in proposed line to existing. The signed and approved wastewater and water construction plan sets are attached. **

6. Discrepancies between the proposed typical section and underdrain location shown on grading and drainage plans. It was determined that the proposed location of the underdrain needed to be adjusted to 4-foot offset from concrete to reflect what is shown in the typical section and avoid additional overbuild. The proposed sanitary sewer and water locations were incorporated into grading and drainage plans. Due to the revised location of sanitary sewer and water, there is a need for a 30-inch RCP storm extension and removal/reset of existing 30-inch FES. Changes were incorporated and the revised Grading and Drainage Plan and Detention Pond Grading

Plan sheets are attached. **

7. Revised P-152 Excavation, Subgrade, and Embankment Specification Section 152-2.10 Compaction Requirement.

The Engineer shall specify the required compaction depths and densities as determined from FAARFIELD Airport Pavement Design Report. The current version of FAARFIELD is available at:

https://www.faa.gov/airports/engineering/design_software/

CCD No. 01

The Engineer shall specify ASTM D698 for areas designated for aircraft with gross weights of 60,000 pounds (27200 kg) or less, and ASTM D1557 for areas designated for aircraft with gross weights greater than 60,000 pounds (27200 kg).

If the material has greater than 30% retained on the 3/4-inch (19.0 mm) sieve, follow the methods in the ASTM D698 or D1557; or AASHTO T180 Annex for correction of maximum dry density and optimum moisture for oversized particles.

Include testing frequencies per square yard (square meter) for density and moisture acceptance tests.

** Associated Cost Change

Attachments:

A. Plan sheets C602 and C604 showing the revised spot elevation plan.

B. Plan sheet ES201 showing revised high mast lighting pole locations and handhole sizes.

C. Plan sheet E101 showing correct existing taxiway edge light locations and E201 showing revised taxiway edge light proposed locations.

D. Plan sheet C101 showing revised demolition limits.

E. Approved USFS Wastewater Construction Plans and USFS Water Construction plans showing final proposed design of water and sanitary sewer.

F. Plan Sheets C501-C504 showing the revised location of the proposed underdrain, proposed location of sanitary sewer and water, and minor storm pipe changes to accommodate the updated sanitary sewer and water location.

G. P-152 Excavation, Subgrade, and Embankment Specification, FAARFIELD Compaction Requirements, Geotechnical Report Compaction Recommendation

Notes:

• There are cost changes with this directive associated with Sanitary Sewer additions, Waterline additions, Stormwater additions, and irrigation line replacement – This CCD will include extension of contract bid quantities with established bid prices and new bid items per RFP 01. **

• There are no schedule changes with this directive.

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

Engineer Owner

4/15/2020 By: DATE By: DATE RS&H, Inc. Colorado Springs Airport

CITY OF COLORADO SPRINGS CHANGE DIRECTIVE 01

COLORADO SPRINGS AIRPORT

DEICE APRON APRIL 15, 2020

ATTACHMENT A

C602 AND C604 CONCRETE JOINT ELEVATION PLANS

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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 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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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: 3/30/2020 8:55 AM3/30/2020 8:55 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)

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CCD # 1

AutoCAD SHX Text 3/16/20

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EXISTING VEHICLE SERVICE ROAD

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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

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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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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: 3/30/2020 8:53 AM3/30/2020 8:53 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)

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CCD # 1

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ATTACHMENT B

EX201 PROPOSED HIGH MAST LIGHTING PLAN

12''W 12''W

''W

12''W 12''W

''S

''S S

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''S S

''S

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1 2 3

''S

S ''S

ATTACHMENT C

E101 AIRFIELD DEMOLITION PLAN

E201 AIEFIELD LIGHTING AND SIGNAGE PLAN

TAXIWAY E

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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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AIRFIELD ELECTRICAL DEMOLITION PLAN

AutoCAD SHX Text E101

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AutoCAD SHX Text SHEET NOTES: A. SEE SHEET E001, FOR ELECTRICAL LEGEND, SEE SHEET E001, FOR ELECTRICAL LEGEND, ABBREVIATIONS, AND ELECTRICAL NOTES. B. SEE SHEETS C006 FOR PROJECT SAFETY AND SEE SHEETS C006 FOR PROJECT SAFETY AND PHASING PLANS. COORDINATE EQUIPMENT REMOVAL AND DEMOLITION WITH THE SAFETY AND PHASING PLANS. C. PRIOR TO DEMOLITION/MODIFICATION OF CIRCUITS PRIOR TO DEMOLITION/MODIFICATION OF CIRCUITS AND EQUIPMENT, CONTRACTOR SHALL FIELD VERIFY ROUTING OF EXISTING CABLES WITH THE ENGINEER TO MAINTAIN CIRCUIT CONTINUITY FOR ACTIVE TAXIWAYS AND RUNWAYS OUTSIDE THE CONSTRUCTION AREA AT ALL TIMES. D. ALL ELECTRICAL ITEMS TO BE REMOVED SHALL BE ALL ELECTRICAL ITEMS TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER UNLESS THE ENGINEER OR OWNER DIRECTS OTHERWISE IN WHICH CASE IT SHALL BE LEGALLY DISPOSED OF OFF AIRPORT PROPERTY. E. REFER TO THE C-SERIES DRAWINGS FOR REFER TO THE C-SERIES DRAWINGS FOR UNDERGROUND UTILITIES OTHER THAN ELECTRICAL UTILITIES SHOWN ON THE ELECTRICAL AREAS PLANS.

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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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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\garciar\d0230004\E101.dwgC:\pw_work\rsh_pw\garciar\d0230004\E101.dwg

AutoCAD SHX Text Plotted by: Garcia, RamonGarcia, Ramon

AutoCAD SHX Text Plotted on: 3/31/2020 6:13 PM3/31/2020 6:13 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)

AutoCAD SHX Text KEYED NOTES: 1. REMOVE EXISTING CONDUIT/DUCT BACK TO LOCATION REMOVE EXISTING CONDUIT/DUCT BACK TO LOCATION SHOWN FOR TIE-IN OF NEW PVC CONDUIT/DUCT AS SHOWN ON DRAWINGS E201-E202. REMOVE SERIES LIGHTING CABLES BACK TO THE NEAREST LIGHT BASE/JUNCTION BOX OUTSIDE OF WORK LIMITS. 2. REMOVE EXISTING LIGHT FIXTURE AND ISOLATION REMOVE EXISTING LIGHT FIXTURE AND ISOLATION TRANSFORMER, EXISTING L-867B LIGHT BASE TO REMAIN. 3. DISCONNECT AND REMOVE THE INDICATED SERIES DISCONNECT AND REMOVE THE INDICATED SERIES LIGHTING CABLES BACK TO THE NEAREST LIGHT BASE/JUNCTION BOX WHERE EXISTING CIRCUIT IS TO REMAIN. FURNISH AND INSTALL L-823 CONNECTOR KITS AS REQUIRED TO MAINTAIN CIRCUIT CONTINUITY.

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CCD #1

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3/31/2020

FIXTURE &

REFLECTOR

LOCATION TABLE

FIXTURE &

REFLECTOR

LOCATION TABLE

FIXTURE &

REFLECTOR

LOCATION TABLE

FIXTURE &

REFLECTOR

LOCATION TABLE

FIXTURE &

REFLECTOR

LOCATION TABLE

DEICE

1 2 3

1 322

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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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MILTON E PROBY PKWY

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RMG

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CAT

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RMG

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AIRFIELD LIGHTING & SIGNAGE PLAN

AutoCAD SHX Text E201

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AutoCAD SHX Text SHEET NOTES: A. SEE SHEET E001, FOR ELECTRICAL LEGEND, SEE SHEET E001, FOR ELECTRICAL LEGEND, ABBREVIATIONS, AND ELECTRICAL NOTES. B. REFER TO THE C-SERIES DRAWINGS FOR REFER TO THE C-SERIES DRAWINGS FOR UNDERGROUND UTILITIES OTHER THAN ELECTRICAL UTILITIES SHOWN ON THE ELECTRICAL AREA PLANS. C. ALL TAXIWAY EDGE LIGHTS SHALL BE INSTALLED ALL TAXIWAY EDGE LIGHTS SHALL BE INSTALLED 10 FEET FROM THE EDGE OF PAVEMENT MARKING; OR THE FULL STRENGTH EDGE OF PAVEMENT WHEN PAVEMENT MARKING IS NOT PRESENT. D. ALL TAXIWAY EDGE LIGHTS LOCATED ON STRAIGHT ALL TAXIWAY EDGE LIGHTS LOCATED ON STRAIGHT SECTIONS OF THE TAXIWAY SHALL BE LOCATED SUCH THAT A LINE BETWEEN LIGHTS ON OPPOSITE SIDES IS PERPENDICULAR TO THE CENTERLINE.

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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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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

AutoCAD SHX Text

(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\garciar\d0230004\E201.dwgC:\pw_work\rsh_pw\garciar\d0230004\E201.dwg

AutoCAD SHX Text Plotted by: Garcia, RamonGarcia, Ramon

AutoCAD SHX Text Plotted on: 3/31/2020 10:16 AM3/31/2020 10:16 AM

AutoCAD SHX Text

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. CONNECT EXISTING CONDUIT TO NEW CONDUIT. CONNECT EXISTING CONDUIT TO NEW CONDUIT. PROVIDE CONDUIT ADAPTORS/COUPLINGS AS NEEDED. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE INSTALLATION OF THE CONDUIT. 2. FURNISH AND INSTALL NEW AIRFIELD LIGHTING CABLE FURNISH AND INSTALL NEW AIRFIELD LIGHTING CABLE IN EXISTING CONDUIT. CONNECT NEW CABLE TO NEAREST EXISTING/PROPOSED EDGE LIGHT WITH NEW L-823 CONNECTORS. 3. PROVIDE NEW 3/8" THICK COVER PLATE ON PROVIDE NEW 3/8" THICK COVER PLATE ON EXISTING L-867B LIGHT BASE. 4. PROVIDE NEW 3/8" THICK COVER PLATE ON PROVIDE NEW 3/8" THICK COVER PLATE ON EXISTING L-867D LIGHT BASE. 5. SAWCUT EXISTING PAVEMENT AND INSTALL PROPOSED SAWCUT EXISTING PAVEMENT AND INSTALL PROPOSED CONDUIT PER DETAIL 3 ON SHEET E403.

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CCD #1

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ATTACHMENT D

C101 DEMOLITION PLAN

EXISTING VEHICLE SERVICE ROAD (TO REMAIN)

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EXISTING VEHICLE SERVICE ROAD (TO REMAIN)

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REMOVE 240 L.F. 6" UNDERDRAIN PIPE

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REMOVE EXISTING UNDERDRAIN CLEANOUT

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REMOVE EXISTING UNDERDRAIN CLEANOUT

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REMOVE 400 L.F. 6" UNDERDRAIN PIPE

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REMOVE 270 L.F. 6" UNDERDRAIN PIPE

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REMOVE 255 L.F. AOA SECURITY FENCE

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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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TAXIWAY SAFETY AREA

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TAXILANE SAFETY AREA

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3" FULL DEPTH ASPHALT SHOULDER PAVEMENT REMOVAL

AutoCAD SHX Text

TAXIWAY OBJECT FREE AREA

AutoCAD SHX Text

TAXILANE OBJECT FREE AREA

AutoCAD SHX Text NOTES: 1. SEE SHEET E100 SERIES FOR ELECTRICAL SEE SHEET E100 SERIES FOR ELECTRICAL DEMOLITION. 2. SAW CUTS SHALL BE INCIDENTAL TO THE ITEMS OF SAW CUTS SHALL BE INCIDENTAL TO THE ITEMS OF WORK REQUIRING ITS USE. SEE SHEET C110 FOR SAWCUT DETAILS AND DEMOLITION SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATION AND CONTRACTOR IS RESPONSIBLE FOR LOCATION AND PROTECTION OF ALL UTILITIES. 4. CONTRACTOR TO COORDINATE WITH COS CONTRACTOR TO COORDINATE WITH COS OPERATIONS FOR CLOSURE OF VEHICLE SERVICE ROADS. 5. ALL STORMWATER PIPES AND STRUCTURES TO ALL STORMWATER PIPES AND STRUCTURES TO REMAIN AND BE PROTECTED UNLESS IDENTIFIED OTHERWISE. 6. PROPOSED FENCE MUST BE INSTALLED AND PROPOSED FENCE MUST BE INSTALLED AND APPROVED BEFORE REMOVING EXISTING FENCE.

AutoCAD SHX Text

LIMITS OF NEW PAVEMENT

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LEGEND:

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UNDERDRAIN/STORM DRAIN REMOVAL

AutoCAD SHX Text

EXISTING CONDUIT

AutoCAD SHX Text

EXISTING TAXIWAY ELEVATED EDGE LIGHT AND BASE CAN

AutoCAD SHX Text

EXISTING JUNCTION CAN PLAZA AND BASE CANS

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EXISTING UNDERDRAIN/STORM DRAIN

AutoCAD SHX Text

EXISTING DUCT BANK

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FULL DEPTH ASPHALT VEHICLE SERVICE ROAD PAVEMENT REMOVAL

AutoCAD SHX Text

2020 RS&H, INC.

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text C

AutoCAD SHX Text 224-1812-001

AutoCAD SHX Text

RS&H PROJECT NUMBER

AutoCAD SHX Text

DATE ISSUED:

AutoCAD SHX Text

REVIEWED BY:

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DRAWN BY:

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

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

AutoCAD SHX Text

(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

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text Drawing: C:\pw_work\rsh_pw\pauleyj\d0230004\C101-C104.dwgC:\pw_work\rsh_pw\pauleyj\d0230004\C101-C104.dwg

AutoCAD SHX Text Plotted by: Pauley, JeffPauley, Jeff

AutoCAD SHX Text Plotted on: 3/30/2020 5:14 PM3/30/2020 5:14 PM

AutoCAD SHX Text

SCHEDULE I: CONSTRUCT DEICE APRON (BASE BID)

AutoCAD SHX Text

DEICE APRON

AutoCAD SHX Text

SCHEDULE II: CONSTRUCT DEICE APRON (BID ALTERNATIVE 1)

AutoCAD SHX Text

ALG

AutoCAD SHX Text

DJA

AutoCAD SHX Text

DJA

AutoCAD SHX Text

DEMOLITION PLAN

AutoCAD SHX Text C101

AutoCAD SHX Text

INSET - SEE MATCH LINE

AutoCAD SHX Text

MATCH LINE - SEE INSET

AutoCAD SHX Text

CCD # 1

AutoCAD SHX Text 3/30/20

AutoCAD SHX Text

ATTACHMENT E

COSA USFS WASTEWATER CONSTRUCTION PLANS

COSA USFS WATER CONSTRUCTION PLANS

SERVICE

ROAD

S E

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B Y

A R

K W

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M I L

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A Y

MILTON E. PROBY

PARKWAY AIRPORT EXIT

A I R

G O

MILTON E. PROBY PARKWAY

COLORADO SPRINGS

AIRPORT TERMINAL

INTEGRATION LOOP

EMBRAER

HEIGHTS

PROJECT

S POWERS BLVD

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ORIGINAL DRAWING.

0 1"

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BENCHMARK

VICINITY MAP

SCALE 1" = 2000'

COLORADO SPRINGS AIRPORT

COSA USFS

WASTEWATER CONSTRUCTION PLANS

LOCATED IN A PORTION OF SECTIONS 4, 5 AND 6 OF TOWNSHIP 15 SOUTH, RANGE 65 WEST, ALL OF THE 6TH

PRINCIPAL MERIDIAN, LOCATED IN THE CITY OF COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO

SHEET INDEX

C O

S H

SIGNED: __________________________________ DATE: _________________

UTILITY GRADE REVIEW

CENTERLINE LINE AND GRADE IS REVIEWED FOR CONFORMANCE TO

STANDARDS TO ALLOW FOR THE DESIGN AND CONSTRUCTION OF UTILITY

MAINS. DRAINAGE FACILITIES DESIGN HAS BEEN CHECKED BY THE DESIGN

ENGINEER TO AVOID CONFLICTS WITH UTILITY MAINS. THIS IS NOT A CURB &

GUTTER REVIEW AND THE DEVELOPER WILL BE RESPONSIBLE FOR ANY

COST DUE TO DESIGN CHANGES PRIOR TO CURB & GUTTER REVIEW.

THIS REVIEW EXPIRES IN 180 DAYS.

FOR BURIED UTILITY INFORMATION

THREE (3) BUSINESS DAYS

BEFORE YOU DIG

CALL 811

(OR 1-800-922-1987)

UTILITY NOTIFICATION

CENTER OF COLORADO (UNCC)

WWW.UNCC.ORG

APPROVAL BLOCKS

ABBREVIATIONS

B.O.P.

DEF

DIP

ESMT

H, HORIZ

INV

PIC

BLOW-OFF

BOTTOM OF PIPE

BUTTERFLY VALVE

CENTERLINE

DEFLECTION

DUCTILE IRON PIPE

EASEMENT

EXISTING

FIRE HYDRANT

GATE VALVE

HORIZONTAL

INVERT

LINEAR FEET

PUBLIC IMPROVEMENT CORRIDOR

PRV

PVC

RDWY

SSMH

STA

T.O.P.

TYP

V, VERT

X-ING

PROPOSED

PRESSURE REDUCING VALVE

POLYVINYL CHLORIDE

ROADWAY

STORM DRAIN

SANITARY SEWER MANHOLE

SANITARY SEWER

STATION

THRUST BLOCK

TOP OF PIPE

TYPICAL

VERTICAL

WATERLINE

CROSSING

LEGEND

8''SS

8''W

PR BEND FITTINGS

PR TEE & CROSS FITTINGS

PR FIRE HYDRANT

PR VALVE

CROSSING

PR REDUCER

PR PLUG

PR TEMPORARY BLOWOFF

PR 8" WATERLINE EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PR SANITARY SEWER & MANHOLE

(SIZE AS NOTED ON PLANS)

8''SS

EX SANITARY SEWER & MANHOLE

(SIZE AS NOTED ON PLANS)

8''W

PR WATERLINE

(SIZE AS NOTED ON PLANS)

8''W

EX WATERLINE

(SIZE AS NOTED ON PLANS)

PR STORM DRAIN

(SIZE AS NOTED ON PLANS)

EX STORM DRAIN

(SIZE AS NOTED ON PLANS)

COSA ROADWAY, PROPERTY LINE

EASEMENT

COLORADO SPRINGS UTILITIES

WASTEWATER CONSTRUCTION PLAN APPROVAL

PROJECT NUMBER: ____________

CSU SHEET _____ OF _____

APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND

APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.

SHEET # SHEET TITLE

1 COVER SHEET

2 GENERAL NOTES

OVERALL UTILITY PLAN

SAN-1.0 STA: 0+00 TO 6+00

SAN-1.0 STA: 6+00 TO 18+00

SAN-1.0 STA: 18+00 TO 29+50, SAN-1.1

DETAIL SHEET

PROJECT TEAM

OWNER

COLORADO SPRINGS AIRPORT

7770 MILTON E. PROBY PARKWAY, SUITE 550

COLORADO SPRINGS, CO 80916

CONTACT: TROY STOVER

(719) 550-1967

CIVIL ENGINEER

ENERTIA CONSULTING GROUP, LLC

1529 MARKET STREET, SUITE 200

DENVER, CO 80202

CONTACT: BONNER GILMORE

(303) 875-7131

AVIATION ENGINEER

RS&H

7800 E. UNION AVE, SUITE 700

DENVER, CO 80237

CONTACT: ARLANDO GILBERT, PE

(303) 409-7956

SURVEYOR

POLARIS SURVEYING, INC.

1903 LELARAY STREET, SUITE 102

COLORADO SPRINGS, CO 80909

CONTACT: RANDALL HENCY, PLS

(719) 448-0844

FEB. 14, 2020

BENCH MARK: #5 REBAR LOCATED APPROXIMATELY 75' SOUTHEAST OF THE SOUTHEAST CORNER OF THE LIFT STATION

BUILDING MARKED WITH 4' CROSS LATH.

NORTHING: 62654.52

EASTING: 29107.44

ELEVATION: 5924.01

DATUM: NAVD 88

2019-S086

PROJECT INFORMATION

FIMS MAP NUMBER: Q-40

TAX SCHEDULE NO.: 5400000211 (A PORTION 0F)

UTILITY DESIGN CAD FILE NO.: N/A

DEVELOPMENT PLAN NO.: N/A

PLAT REC. NO.: 94150256

PUBLIC UTILITY EASEMENT REC. NO.: N/A

NOTICE OF PRIVATE WASTEWATER SYSTEM REC. NO.: N/A

SIGNED: ____________________________________________________________

OWNER/DEVELOPER

TROY STOVER_______________________________________________

OWNER/DEVELOPER (PRINT NAME)

DBA: COLORADO SPRINGS AIRPORT________________________________

ADDRESS: 7770 MILTON E. PROBY PKWY, SUITE 50_______________________

COLORADO SPRINGS, CO 80916______________________________

PHONE: (719) 550-1967______________________________________________

EMAIL: TSTOVER@SPRINGSGOV.COM________________________________

DATE: 02/14/2020________________

OWNER/DEVELOPER PLAN APPROVAL

THE UNDERSIGNED OWNER/DEVELOPER AGREES THAT THEY SHALL, AT THEIR EXPENSE, BE SOLELY RESPONSIBLE FOR 1)

THE INSTALLATION OF THE PROPOSED UTILITY INFRASTRUCTURE IN ACCORDANCE WITH THESE PLANS, AND 2) ALL

DAMAGES AND DEFECTS ARISING FROM, OR RELATED TO, THE INSTALLATION, MAINTENANCE OR OPERATION OF THE PUBLIC

UTILITY INFRASTRUCTURE FROM THE DATE OF PRELIMINARY ACCEPTANCE FOR A PERIOD OF TWO YEARS, OR UNTIL FINAL

ACCEPTANCE, WHICHEVER IS LATER.

THE UNDERSIGNED UNDERSTANDS THAT ALL PRIVATE UTILITY INFRASTRUCTURE, AS INDICATED ON THESE PLANS, SHALL

REMAIN THE PROPERTY OF THE OWNER AND SHALL BE MAINTAINED BY THE OWNER, AS REQUIRED BY COLORADO SPRINGS

UTILITIES' LINE EXTENSION AND SERVICE STANDARDS.

PUBLIC FACILITIES PROPOSED PRIVATE FACILITIES PROPOSED

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GENERAL:

1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL MEET COLORADO SPRINGS UTILITIES' WATER

LINE EXTENSION AND SERVICE STANDARDS (WATER LESS).

2. THE CONTRACTOR SHALL OBTAIN LOCATES PRIOR TO ANY EXCAVATION.

3. COLORADO SPRINGS UTILITIES DOES NOT GUARANTEE THE ACCURACY OF LOCATIONS OF EXISTING

PIPELINES, HYDRANTS, VALVES AND SERVICE LINES. IF FIELD CONDITIONS ARE FOUND TO BE

DIFFERENT THAN SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE INSPECTOR AND THE

ENGINEER OF RECORD IMMEDIATELY.

4. NO TREES OR STRUCTURES ARE PERMITTED WITHIN FIFTEEN FEET (15') OF A WATER MAIN.

5. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY FACILITIES AS A RESULT OF HIS

ACTIONS. THE CONTRACTOR SHALL MAKE ALL THE REQUIRED REPAIRS IMMEDIATELY TO THE

SATISFACTION OF COLORADO SPRINGS UTILITIES.

6. ALL FIELD STAKING SHALL COMPLY WITH THE WATER LESS.

7. THE CONTRACTOR SHALL MAKE THEIR BEST EFFORT TO ENSURE THAT WATER SERVICE TO ADJACENT

PROPERTIES IS MAINTAINED DURING CONSTRUCTION.

8. ALL MANHOLES LOCATED WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO FINISH GRADE. IF

MANHOLE ARE IN POOR CONDITION OR IF THE DISTANCE BETWEEN THE RING/COVER AND CONE OF

THE MANHOLE EXCEEDS THE WASTEWATER STANDARDS, THE CONTRACTOR MAY BE REQUIRED TO

REPLACE PART OR ALL OF THE EXISTING MANHOLES.

9. REUSE OR SALVAGE OF ANY MATERIAL IS LEFT TO THE DISCRETION OF THE COLORADO SPRINGS

UTILITIES INSPECTOR.

10. ALL TRENCH BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 206 OF THE CITY

OF COLORADO SPRINGS STANDARD SPECIFICATIONS MANUAL.

CORROSION PROTECTION IS REQUIRED FOR ALL DUCTILE IRON PIPE. ALL PROTECTION

SHALL COMPLY WITH THE WASTEWATER STANDARDS

THIS PROJECT IS CONNECTING TO AN EXISTING MANHOLE. A MANHOLE ASSESSMENT

HAS BEEN COMPLETED FOR THIS PROJECT. THE FOLLOWING CHECKED ITEMS ARE

REQUIRED:

THE CONTRACTOR SHALL PROVIDE A BYPASS FOR PUMPING PLAN FOR

APPROVAL BY COLORADO SPRINGS UTILITIES AND COMPLY WITH ALL THE

REQUIREMENTS THEREIN.

REPAIR THE EXISTING MANHOLE (REFER TO PLAN AND PROFILE FOR

REQUIREMENTS).

REPLACE THE EXISTING MANHOLE (REFER TO PLAN AND PROFILE FOR

REQUIREMENTS).

MANHOLES ARE BEING ABANDONED, THE CONTRACTOR SHALL:

· PLUG THE "IN" AND "OUT" INVERTS WITH A WATERTIGHT MECHANICAL PLUG

AND GROUT WITH APPROVED MATERIAL.

· REMOVE AND DISPOSE OF THE CONE SECTION.

· REMOVE THE RING AND COVER AND RETURN THEM TO COLORADO SPRINGS

UTILITIES.

· FILL THE MANHOLE WITH APPROVED MATERIAL.

WASTEWATER MAINS EXISTS UNDERNEATH A PROPOSED STRUCTURE, CONTRACTOR

SHALL:

REMOVE IT

GROUT IT FULL

WASTEWATER MAIN TO BE ABANDONED EXISTS WITHIN RIGHT-OF-WAY, THE

CONTRACTOR SHALL:

REMOVE IT

GROUT IT FULL

PIPELINES LESS THAN 1.04% GRADE ARE PROPOSED. THE CONTRACTOR SHALL

COMPLY WITH THE ADDITIONAL REQUIREMENTS AS SPECIFIED WITHIN THE

WASTEWATER STANDARDS.

THIS PROJECT IS UTILIZING EXISTING WASTEWATER STUB(S) IN AN "AS-IS" CONDITION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE STUB(S),

CONNECTION, AND SUBSEQUENT EXTENSION MEET ALL CURRENT WASTEWATER

STANDARDS AND DO NOT HAVE ANY DEFECTS.

COLORADO SPRINGS UTILITIES DOES NOT GUARANTEE THE ACCURACY OF THE DEPTH,

LOCATION, OR CONDITION OF ANY EXISTING STUB(S) SHOWN ON ANY "AS

CONSTRUCTED" DRAWINGS. FURTHER, THE EXISTING STUB SHALL BE INCLUDED IN

THE TWO-YEAR WARRANTY PERIOD FOR THIS PROJECT.

A WASTEWATER STUB OR STUBS ARE PROPOSED WITH THIS PROJECT. COLORADO

SPRINGS UTILITIES WILL INSPECT THE CONSTRUCTION BUT DOES NOT GUARANTEE

THAT THE DESIGN OR INSTALLATION OF THE PROPOSED STUB(S) WILL MEET FUTURE

DEVELOPMENT REQUIREMENTS. FURTHER, THE PROPOSED STUB(S) WILL NOT BE

INCLUDED IN THE TWO-YEAR WARRANTY PERIOD FOR THIS PROJECT AND WILL NOT BE

ACCEPTED OR OWNED BY COLORADO SPRINGS UTILITIES.

N O

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WASTEWATER PLAN NOTES

A P

P L I C

A B

L E

WASTEWATER PROJECT - SPECIFIC NOTES

FEB. 14, 2020

COLORADO SPRINGS UTILITIES

WASTEWATER CONSTRUCTION PLAN APPROVAL

PROJECT NUMBER: ______________

CSU SHEET _____ OF _____

APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND

APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.

2019-S086 mgackle Snapshot mgackle Text Box mgackle Text Box

DE-ICE POND

E . P

K W

OLD DRENNAN ROAD

PROPOSED 8"

SANITARY SEWER

C C

PROPOSED 8"

SANITARY SEWER

20' MAINTENANCE ROAD

(TO BE CONSTRUCTED

W/ WATER PLANS)

SSMH-2 SSMH-3

SSMH-4.1 SSMH-5

SSMH-6

SSMH-7

SSMH-8

DE-ICE APRON

EXISTING 12" DI PUBLIC

SANITARY SEWER

(PN:1996-S185)

EXISTING 12" PVC PUBLIC

SANITARY SEWER

(PN:1994-S115)

EXISTING 16" DIP WL

(PN:NONE)

REMOVE EXISTING 4' Ø

SANITARY SEWER MANHOLE.

REPLACE WITH 5' Ø MANHOLE

EXISTING 16" DIP WL

(PN:NONE)

EXISTING 16" DIP WL

(PN:NONE)

EXISTING PAVED ROAD

PROPOSED DE-ICE

POND OUTLET WORKS-

SEE RS & H PLANS

706070

PR 30" SD. SEE

RS&H PLANS

DETENTION

POND

SSMH-4

PROPOSED 12" WATER LINE.

SEE WATER PLANS PREPARED

BY ENERTIA CONSULTING

GROUP, LLC.

PROPOSED 12" WATER LINE.

SEE WATER PLANS PREPARED

BY ENERTIA CONSULTING

GROUP, LLC.

PROPOSED 12" WATER LINE.

SEE WATER PLANS PREPARED

BY ENERTIA CONSULTING

GROUP, LLC.

4" SS SVC-SEE CIVIL

PLANS BY RPA.

4" SS SVC-SEE CIVIL

PLANS BY RPA.

EXISTING 12" DIP WL

(PN: 2006-W051)

PR 24" SD EXTENSION.

SEE RS&H PLANS

EXISTING 18" CULVERT

EXISTING 60"

STORM DRAIN

EXISTING 60" & 30" SD

EXISTING 30" SD

PROPOSED 36" SD.

SEE DE-ICE APRON

PLANS BY RS&H

PROPOSED 15" ARCH RCP.

SEE RPA STORM DRAIN

PLANS.

30' PIC

50' PIC

EX 50' PIC (APPROX)

FIMS#800171 (MAY 1, 2006)

30' PIC30' PIC

S S

12''W

12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W

12''W 12''W 12''W 12''W 12''W 12''W 12''W

12''W

8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS

8''SS 8''SS 8''SS 8''SS 8''SS 8''SS

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0 1"

02/14/2020

O V

M I L

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M I L

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MILTON E. PROBY PKWY

COLORADO SPRINGS

AIRPORT TERMINAL

INTEGRATION

LOOP

EMBRAER

HEIGHTS

KEY MAP

FEB. 14, 2020

8''SS 8''SS8''SS 8''SS 8''SS

SSMH-2 (5' Ø)

4+75.41, 0.05 R

SSMH-1 (REMOVE EXIST 4 FT Ø SSMH

REPLACE WITH PROPOSED 5 FT Ø SSMH)

1+00.00, 0.00

MILTON E. PROBY PARKWAY

SAN-1.0

EX 12" PVC PUBLIC

SANITARY SEWER

(PN: 1994-S115)

PROPOSED 12" WATER - SEE

WATER PLANS PREPARED

BY ENERTIA CONSULTING

GROUP, LLC.

PR 30" SD X-ING

STA: 5+04.47

SEE PROF.

EX 12" DI PUBLIC

SANITARY SEWER

(PN: 1996-S185)

EXIST 16" WATER

85.8'

12'

20'

1+ 00 2+00 3+00 4+00

PR 30" CULVERT - SEE

DE-ICE APRON PLANS

(SHEET C504) PREPARED BY

RS&H, Inc.30' PIC

50' PIC

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5

PROFILE: SAN-1.0 STA: 0+00 TO 6+00

0+00 1+00 2+00 3+00 4+00 5+00 6+00

-2 (5

.41

.42

.17 (E

.87 (N

.5'

375 LF 8" PVC SS @ 0.60%

(SEE NOTE 6)

H-

1 ( 5'

Ø S

.00

.59

.60 (S

(1 2"

.27

(1 2"

.45

.1'

EXISTING GRADE @

CENTERLINE OF PIPE

498 LF 8" PVC SS @ 0.60%

(SEE NOTE 6)

ASSUMED PROPOSED CULVERT

REQUIRED TO CONSTRUCT

MAINTENANCE ACCESS ROAD

6.7'

PR 30" SD X-ING

STA. 5+04.47

B.O.P. = 6056.69

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COLORADO SPRINGS UTILITIES

WASTEWATER CONSTRUCTION PLAN APPROVAL

PROJECT NUMBER: ______________

CSU SHEET _____ OF _____

APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND

APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.

2019-S086

02/14/2020

-1 .0

: 0 +0

FOR BURIED UTILITY INFORMATION

THREE (3) BUSINESS DAYS

BEFORE YOU DIG

CALL 811

(OR 1-800-922-1987)

UTILITY NOTIFICATION

CENTER OF COLORADO (UNCC)

WWW.UNCC.ORG

PLAN:

HORIZONTAL SCALE: 1" =

SAN-1.0 STA: 0+00 TO 6+00

50'

SANITARY NOTES

M I L

T O

R O

M I L

T O

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MILTON E. PROBY PKWY

COLORADO SPRINGS

AIRPORT TERMINAL

INTEGRATION

LOOP

EMBRAER

HEIGHTS

KEY MAP

SEE SHEET 5

SAN 1.0

FEB. 14, 2020

1. SEE SEWER SERVICE SANITARY PLANS PREPARED BY RPA FOR

CONTINUATION OF SANITARY STUB.

2. MANHOLE RIM SHALL BE LOCATED AS FAR AWAY AS POSSIBLE FROM CURB

LIP AND/OR CROSS PAN.

3. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION.

4. ALL SANITARY PIPE SHALL BE SDR 35 PVC UNLESS OTHERWISE NOTED.

5. CONTRACTOR SHALL VERIFY TIE-IN ELEVATIONS TO EXISTING SANITARY

SEWER AS A FIRST ORDER OF WORK.

6. PIPES LAID AT SLOPES LESS THAN 1.04% ARE SUBJECT TO ADDITIONAL

CONSTRUCTION REQUIREMENTS PER SECTION 5.11.D.3 OF THE COLORADO

SPRINGS UTILITIES WASTEWATER LINE EXTENSION & SERVICE STANDARDS

(2019 EDITION)

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12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W

12''W 12''W 12''W 12''W 12''W 12''W

8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS

8''SS 8''SS 8''SS 8''SS 8''SS 8''SS

SSMH-4.1 (4' Ø)

13+73.30, 0.00

SSMH-3 (4' Ø)

9+73.44, 2.00 L

20' MAINTENANCE ROAD

(TO BE CONSTRUCTED

W/ WATER PLANS)

6+00 7+00 8+00 9+00 10+00 11+00 12+00

13+00

14+00 15+00 16+00 17+00 18+00

12'

20'

SSMH-4 (4' Ø)

12+28.70, 0.00

PR 24" SD X-ING

STA: 8+18.04

SEE PROF.

EXTEND EXISTING 24" STORM

DRAIN. SEE DE-ICE APRON

PLANS (SHEET C504)

PREPARED BY RS&H, Inc.

PROPOSED 12" WATER - SEE

WATER PLANS PREPARED

BY ENERTIA CONSULTING

GROUP, LLC.

50' PIC

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5

PROFILE: SAN-1.0 STA: 6+00 TO 18+00

6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

145 LF 8" PVC SS @ 1.09%

462 LF 8" PVC SS @ 1.48%

498 LF 8" PVC SS @ 0.60%

(SEE NOTE 6)

-3 (4

.44

.60

.36 (E

.16 (W

-4 .1

3.3

.57

.86 (E

.66 (W

EXISTING GRADE @

CENTERLINE OF PIPE

ASSUMED PROPOSED GRADE @ CL OF PIPE

MAINTENACE ACCESS ROAD DESIGN BY

OTHERS

1.5' 255 LF 8" PVC SS @ 0.60%

(SEE NOTE 6)

-4 (4

+2 8.7

.99

.09

.89

PR STM X-ING

STA. 8+18.04

B.O.P. = 6053.41

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BAR IS ONE INCH ON

ORIGINAL DRAWING.

0 1"

COLORADO SPRINGS UTILITIES

WASTEWATER CONSTRUCTION PLAN APPROVAL

PROJECT NUMBER: ______________

CSU SHEET _____ OF _____

APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND

APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.

2019-S086

02/14/2020

-1 .0

: 6 +0

FOR BURIED UTILITY INFORMATION

THREE (3) BUSINESS DAYS

BEFORE YOU DIG

CALL 811

(OR 1-800-922-1987)

UTILITY NOTIFICATION

CENTER OF COLORADO (UNCC)

WWW.UNCC.ORG

PLAN:

HORIZONTAL SCALE: 1" =

SAN-1.0 STA: 6+00 TO 18+00

50'

SANITARY NOTES

1. SEE SEWER SERVICE SANITARY PLANS PREPARED BY RPA FOR

CONTINUATION OF SANITARY STUB.

2. MANHOLE RIM SHALL BE LOCATED AS FAR AWAY AS POSSIBLE FROM CURB

LIP AND/OR CROSS PAN.

3. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION.

4. ALL SANITARY PIPE SHALL BE SDR 35 PVC UNLESS OTHERWISE NOTED.

5. CONTRACTOR SHALL VERIFY TIE-IN ELEVATIONS TO EXISTING SANITARY

SEWER AS A FIRST ORDER OF WORK.

6. PIPES LAID AT SLOPES LESS THAN 1.04% ARE SUBJECT TO ADDITIONAL

CONSTRUCTION REQUIREMENTS PER SECTION 5.11.D.3 OF THE COLORADO

SPRINGS UTILITIES WASTEWATER LINE EXTENSION & SERVICE STANDARDS

(2019 EDITION)

M I L

T O

R O

M I L

T O

R O

MILTON E. PROBY PKWY

COLORADO SPRINGS

AIRPORT TERMINAL

INTEGRATION

LOOP

EMBRAER

HEIGHTS

KEY MAP

S E

H E

S E

H E

FEB. 14, 2020

mgackle Snapshot mgackle Text Box mgackle Text Box

8''SS8''SS8''SS8''SS8''SS

12''W12''W12''W

S S

SSMH-6 (5' Ø)

20+07.50, 0.00

SSMH-8 (4' Ø)

26+69.19, 0.00

SSMH-7 (4' Ø)

23+38.35, 0.00

SSMH-5 (5' Ø)

18+35.71, 0.00

-1 .0

SAN-1.0

20' MAINTENANCE ROAD

(TO BE CONSTRUCTED

W/ WATER PLANS)

EXISTING ACCESS ROAD

PROPOSED STORM (BY OTHERS)

PR 12" WL X-ING

STA: 1+12.00

SEE SAN-1.1 PROF. BELOW

PR WL X-ING

STA: 20+19.50

SEE PROF.

PR 18" SD X-ING

STA: 21+96.62

SEE PROF.

PR 30" SD X-ING

STA: 23+09.85

SEE PROF. PR 36" SD X-ING

STA: 24+29.08

SEE PROF.

PROPOSED STORM

BY OTHERS)

SS SVC SADDLE TAP

PER CSU DETAIL D1-6.

SEE NOTE 1

26+62.68, 0.00

SS SVC SADDLE TAP

PER CSU DETAIL D1-6.

SEE NOTE 1

24+96.46, 0.00

DE-ICE POND

28+03

21+00 22+00 23+00 24+00 25+00 26+00

12'

20'

41.7'

PROPOSED 12" WATER - SEE

WATER PLANS PREPARED

BY ENERTIA CONSULTING

GROUP, LLC.

8" SS AND STRUCTURES FROM DE-ICE POND

SEE DE-ICE APRON PLANS (SHEET C503)

PREPARED BY RS&H, Inc.

PROPOSED SS SVC LINE.

SEE NOTE 1.

PROPOSED SS SVC LINE.

SEE NOTE 1.

1+00 2+00

SAN-1.1

30' PIC

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5

PROFILE: SAN-1.0 STA: 18+00 TO 29+50

18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+50

-5 (5

+3 5.7

.56

.89

.99 (S

.69 (W

.9'

172 LF 8" PVC SS @ 2.04%

-6 (5

+0 7.5

.18

.69

.39

.8'

331 LF 8" PVC SS @ 1.10%

(SEE NOTE 6)

-7 (4

+3 8.3

.37

.63

.33

7 LF 8" PVC SS @ 0.80%

(SEE NOTE 6)

-8 (4

+6 9.1

.84

.28 (N

EXISTING GRADE @

CENTERLINE OF PIPE

.47

" S D

X-

+9 6.6

.75

" S D

X-

+2 9.0

2' 1.6'

3.6'

.41

" S D

X-

+0 9.8

2.3'

166 LF 8" PVC SS @ 0.80%

(SEE NOTE 6)

158 LF 8" PVC SS @ 0.80%

(SEE NOTE 6)

D1 -6

6.4

.90

D1 -6

2.6

.23

462 LF 8" PVC SS @ 1.48%

.85

" W L X

-IN

9.5

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5

PROFILE: SAN-1.1 STA: 0+50 TO 3+00

0+50 1+00 2+00 3+00

-5 (5

.00

.56

.89 (E

.99

.69

.9'

DE-ICE POND

2.7'

RE: RS&H DE-ICE POND PLANS,

SHEET C503 FOR STRUCTURE

INFORMATION/DETAILS

EXISTING GRADE @

CENTERLINE OF PIPE

PROPOSED GRADE @

CENTERLINE OF PIPE

.85

" W L X

-IN

.00

BY OTHERS, SHOWN FOR REFERENCE ONLY

64 LF 8" SS @ 4.08%

(RE: RS&H DE-ICE APRON

CIVIL PLANS, SHEET C503)

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0 1"

COLORADO SPRINGS UTILITIES

WASTEWATER CONSTRUCTION PLAN APPROVAL

PROJECT NUMBER: ______________

CSU SHEET _____ OF _____

APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND

APPROVAL IS REQUIRED IF CONSTRUCTION DOES NOT BEGIN DURING THIS PERIOD.

2019-S086

02/14/2020

-1 .0

: 1 8+

, S A

N -1

FOR BURIED UTILITY INFORMATION

THREE (3) BUSINESS DAYS

BEFORE YOU DIG

CALL 811

(OR 1-800-922-1987)

UTILITY NOTIFICATION

CENTER OF COLORADO (UNCC)

WWW.UNCC.ORG

PLAN:

HORIZONTAL SCALE: 1" =

SAN-1.0 STA: 18+00 TO 29+50, SAN-1.1

50'

SANITARY NOTES

M I L

T O

R O

M I L

T O

R O

MILTON E. PROBY PKWY

COLORADO SPRINGS

AIRPORT TERMINAL

INTEGRATION

LOOP

EMBRAER

HEIGHTS

KEY MAP

SEE SHEET 5

SAN 1.0

FEB. 14, 2020

1. SEE SHEET CU-503 UTILITY SERVICE SITE PLAN AS PREPARED BY RPA FOR

EXTENSION OF SANITARY SERVICE LINES INTO SITE.

2. MANHOLE RIM SHALL BE LOCATED AS FAR AWAY AS POSSIBLE FROM CURB

LIP AND/OR CROSS PAN.

3. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION.

4. ALL SANITARY PIPE SHALL BE SDR 35 PVC UNLESS OTHERWISE NOTED.

5. CONTRACTOR SHALL VERIFY TIE-IN ELEVATIONS TO EXISTING SANITARY

SEWER AS A FIRST ORDER OF WORK.

6. PIPES LAID AT SLOPES LESS THAN 1.04% ARE SUBJECT TO ADDITIONAL

CONSTRUCTION REQUIREMENTS PER SECTION 5.11.D.3 OF THE COLORADO

SPRINGS UTILITIES WASTEWATER LINE EXTENSION & SERVICE STANDARDS

(2019 EDITION)

mgackle Snapshot mgackle Text Box mgackle Text Box

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0 1"

02/14/2020

S H

N.T.S.

STANDARD DETAILS LIST1

NOTE: CONTRACTOR SHALL REFER TO THE CURRENT COLORADO SPRINGS UTILITIES WASTEWATER LINE EXTENSION AND

SERVICE STANDARDS MANUAL. APPLICABLE DETAILS, STANDARDS AND SPECIFICATIONS ARE NOT LIMITED TO THE ABOVE

REFERENCED ITEMS.

WASTEWATER (SANITARY SEWER) DETAILS

ITEM MUNICIPALITY SHEET NO.

TYPICAL TRENCH SECTION COLORADO SPRINGS UTILITIES C2-1

TRACER WIRE

MAXIMUM SAG DEPTH FOR WASTEWATER MAINS

STANDARD CONCRETE MANHOLE

C2-3

C2-13

C3-1

CORE DRILLING INTO AN EXISTING MANHOLE C3-3

STANDARD MANHOLE RING AND COVER IN TRAFFIC AREA C3-9

COLORADO SPRINGS UTILITIES

FEB. 14, 2020

NTS

MAINTENANCE ROAD

TYPICAL SECTION

16' MIN. MAINTENANCE & ACCESS ROAD

COMPACTED CDOT CLASS 5 OR CLASS 6

AGGREGATE BASE COURSE

GEOTEXTILE

PROPERLY MOISTURE

CONDITION MATERIALS

COMPACTED FIRM SUBGRADE

10-INCHES*

8-INCHES*

* REQUIRED MINIMUM THICKNESS SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER

FOR THE ROADWAY PAVEMENT DESIGN TO PROVIDE HS-20 LOADING CAPACITY.

2' SHOULDER2' SHOULDER

SERVICE

ROAD

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M I L

T O

R O

K W

A Y

MILTON E. PROBY

PARKWAY AIRPORT EXIT

MILTON E. PROBY PARKWAY

COLORADO SPRINGS

AIRPORT TERMINAL

INTEGRATION LOOP

EMBRAER

HEIGHTS

PROJECT

S POWERS BLVD

C O

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BAR IS ONE INCH ON

ORIGINAL DRAWING.

0 1"

02/14/2020

BENCHMARK

VICINITY MAP

SCALE 1" = 2000'

COLORADO SPRINGS AIRPORT

COSA USFS

WATER CONSTRUCTION PLANS

LOCATED IN A PORTION OF SECTIONS 4, 5 AND 6 OF TOWNSHIP 15 SOUTH, RANGE 65 WEST, ALL OF THE 6TH

PRINCIPAL MERIDIAN, LOCATED IN THE CITY OF COLORADO SPRINGS, COUNTY OF EL PASO, STATE OF COLORADO

SHEET INDEX

C O

S H

CSFD ACCEPTANCE

ALL FIRE HYDRANTS SHALL BE INSTALLED ACCORDING TO COLORADO

SPRINGS UTILITIES' WATER LINE EXTENSION AND SERVICE STANDARDS.

THE NUMBER OF HYDRANTS AND HYDRANT LOCATIONS AS SHOWN ON THIS

WATER PLAN ARE CORRECT AND ADEQUATE TO SATISFY THE FIRE

PROTECTION REQUIREMENTS AS SPECIFIED BY THE CITY OF COLORADO

SPRINGS FIRE DEPARTMENT.

SIGNED: ____________________________________________________________

CSFD, DIVISION OF THE FIRE MARSHAL

CSFD PLAN REVIEW NO.: _______________________________________

ACCORDING TO CALCULATIONS REVIEWED BY COLORADO SPRINGS UTILITIES, THE THEORETICAL AVAILABLE FIRE FLOW AT

EACH FIRE HYDRANT NODE UNDER MAXIMUM DAY DEMAND CONDITIONS WITH A 20 PSI RESIDUAL IS AS FOLLOWS (ACTUAL

FIRE FLOW MAY VARY DUE TO VARIOUS PARAMETERS):

NODE

FIRE FLOW

(GPM)

PSI @ MDD

FOR BURIED UTILITY INFORMATION

THREE (3) BUSINESS DAYS

BEFORE YOU DIG

CALL 811

(OR 1-800-922-1987)

UTILITY NOTIFICATION

CENTER OF COLORADO (UNCC)

WWW.UNCC.ORG

PROJECT INFORMATION

FIRE FLOW INFORMATION

APPROVAL BLOCKS

ABBREVIATIONS

B.O.P.

CRA

CTRB

DEF

DIP

DTL

ESMT

H BEND

HORIZ

BLOW-OFF

BOTTOM OF PIPE

BUTTERFLY VALVE

CENTERLINE

CONCRETE REVERSE ANCHOR

CONCRETE THRUST REACTION BLOCK

DEFLECTION COUPLING

DEFLECTION

DUCTILE IRON PIPE

DETAIL

EASEMENT

EXISTING

FIRE HYDRANT

GATE VALVE

HORIZONTAL BEND

HORIZONTAL

INVERT

MJR

PIC

PRV

PVC

RDWY

SSC

SSMH

STA

T.O.P.

TYP

V BEND

X-ING

LINEAR FEET

MECHANICAL JOINT RESTRAINT

PUBLIC IMPROVEMENT CORRIDOR

PROPOSED

PRESSURE REDUCING VALVE

POLYVINYL CHLORIDE

ROADWAY

STORM DRAIN

SANITARY SEWER

SOLID SLEEVE COUPLING

SANITARY SEWER MANHOLE

STATION

TOP OF PIPE

TYPICAL

VERTICAL BEND

WATERLINE

CROSSING

LEGEND

8''SS

8''W

PR BEND FITTINGS

PR TEE & CROSS FITTINGS

PR FIRE HYDRANT

PR VALVE

CROSSING

PR REDUCER

PR PLUG

PR TEMPORARY BLOWOFF

PR 8" WATERLINE EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PR SANITARY SEWER & MANHOLE

(SIZE AS NOTED ON PLANS)

8''SS

EX SANITARY SEWER & MANHOLE

(SIZE AS NOTED ON PLANS)

8''W

PR WATERLINE

(SIZE AS NOTED ON PLANS)

8''W

EX WATERLINE

(SIZE AS NOTED ON PLANS)

PR STORM DRAIN

(SIZE AS NOTED ON PLANS)

EX STORM DRAIN

(SIZE AS NOTED ON PLANS)

COSA ROADWAY, PROPERTY LINE

EASEMENT

COLORADO SPRINGS UTILITIES

WATER CONSTRUCTION PLAN APPROVAL

APPROVED BY: ____________________________________ DATE: ___________________

PROJECT NUMBER: ______________ WORK ORDER NUMBER: __________

CSU SHEET _____ OF _____

APPROVAL EXPIRES ONE (1) YEAR FROM THE DATE ABOVE AND RESUBMITTAL OF THESE PLANS FOR REVIEW AND

APPROVAL IS REQUIRED IF…

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