Bid Plans_Frisco Water Tank Access Road_7-10-24.pdf

Town of Frisco P.O. Box 4100 102 School Road Frisco, CO 80443

(970) 668-4579 www.townoffrisco.com

Print Date:

File Name:

Designed By:

Project Address:

Date# Description Sheet Revisions Sheet Name:

Sheet Number:

COVER SHEETWATER TANK ACCESS ROAD

Issue:

FOR BID - NOT FOR CONSTRUCTION

Issue Date:

7/10/2024

Project Number:

4040004444

Sheet Number:

SHEET 1 OF 12

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7/10/2024 4:30 PM

01_COVER SHEET_WT ACCESS RD.dwg

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DILLON DAM RD

C1

TOWN OF FRISCO

WATER TANK ACCESS ROAD

PROJECT #4040004444

SHEET INDEX

SHEET NO.

C1 COVER SHEET

C2 GENERAL NOTES

C3 SUMMARY OF APPROXIMATE QUANTITIES

C4 TYPICAL SECTIONS

C5 EXISTING CONDITIONS PLAN

C6 STORMWATER MANAGEMENT PLAN

C7 STORMWATER MANAGEMENT PLAN

C8 SITE PLAN OVERVIEW

C9 PLAN & PROFILE

C10 PLAN & PROFILE

C11 PLAN & PROFILE

C12 PLAN & PROFILE

SHEET TITLE

CDOT STANDARD PLANS

M-208-1 TEMPORARY EROSION CONTROL

M-216-1 SOIL RETENTION COVERING

M-603-4 CORRUGATED POLYETHYLENE PIPE

M-603-10 CONCRETE AND METAL END SECTIONSPROJECT AREA

102 School Road Frisco, CO 80443

(970) 668-4579 www.townoffrisco.com

Print Date:

File Name:

Designed By:

Project Address:

Date# Description Sheet Revisions Sheet Name:

Sheet Number:

GENERAL

NOTESWATER TANK ACCESS ROAD

Issue:

FOR BID - NOT FOR CONSTRUCTION

Issue Date:

7/10/2024

Project Number:

4040004444

Sheet Number:

SHEET 2 OF 12

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02_GENERAL CONDITIONS_WT

ACCESS RD.dwg

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DILLON DAM RD

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1. ALL MATERIALS, WORKMANSHIP, EQUIPMENT, INSTALLATION, AND CONSTRUCTION SHALL

BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING STANDARD

REFERENCES AS APPLICABLE

1.1. CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2023

EDITION)

1.2. TOWN OF FRISCO STREET STANDARDS

1.3. UNITED STATES FOREST SERVICE STANDARDS (SPECIFICATIONS FOR CONSTRUCTION

OF ROADS AND BRIDGES)

1.4. XCEL ENERGY HIGH PRESSURE GAS STANDARDS

2. CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF USFS DECISION MEMO AND ALL

OTHER USFS PROJECT REQUIREMENTS.

3. CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL TOWN COMPLETES MIGRATORY

BIRD SURVEY.

4. THE TYPE, SIZE LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE

APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION, VERTICALLY AND

HORIZONTALLY, OF ALL UNDERGROUND UTILITIES ALONG ROUTE OF WORK.

5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT

ALL UTILITIES TO COORDINATE SCHEDULE AND TO HAVE UTILITIES LOCATED WITHIN THE

PROJECT LIMITS.

6. TOWN OF FRISCO TO LOCATE AND SURVEY HIGH PRESSURE GAS LINES PRIOR TO START

OF CONSTRUCTION.

7. CONTRACTOR SHALL CONTACT XCEL HIGH PRESSURE GAS AND MEET ALL XCEL

REQUIREMENTS FOR POTHOLING, CROSSING OF UTILITIES, AND OTHER CONSTRUCTION

REQUIREMENTS NEAR HIGH PRESSURE GAS.

8. NO VIBRATORY COMPACTION ALLOWED WITHIN 7 FEET OF HIGH PRESSURE GAS LINES.

9. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, CONTRACTOR SHALL NOTIFY TOWN

OF FRISCO PUBLIC WORKS DIRECTOR.

10. CONTRACTOR AND TOWN OF FRISCO SHALL RECEIVE APPROVAL FROM USFS AND XCEL

PRIOR TO BEGINNING WORK.

11. MUD AND DEBRIS ON DILLON DAM ROAD SHALL BE REMOVED BY THE END OF EACH

WORKING DAY BY AN APPROPRIATE MECHANICAL METHOD.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON

A SET OF RECORD DRAWINGS KEPT ON THE PROJECT SITE.

13. ALL EXISTING IMPROVEMENTS THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION

ACTIVITY SHALL BE REPAIED TO EXISTING OR BETTER CONDITION PRIOR TO ACCEPTANCE

OF COMPLETED IMPROVEMENTS.

14. EXISTING SURVEY INFORMATION IS BASED ON GIS AND LIDAR INFORMATION FROM TOWN

OF FRISCO.

15. CONTRACTOR SHALL PROTECT AND PRESERVE ALL TREES TO THE EXTENT POSSIBLE.

CONTACT THE TOWN REPRESENTATIVE PRIOR TO SCHEDULE A SITE INSPECTION AND

MARK TREE REMOVALS PRIOR TO START OF CONSTRUCTION.

16. ALL REMOVED WATERLINE FITTINGS AND VALVES SHALL BE TURNED OVER TO THE

OWNER.

17. CONTRACTOR SHALL RESTORE SITE TO PRE-CONSTRUCTION GRADES AND CONDITIONS

UNLESS OTHERWISE NOTED IN THESE PLANS.

18. CLEARING AND GRUBBING SHALL INCLUDE REMOVAL AND DISPOSAL OF TRASH, DEBRIS,

ROCKS, BUSHES, GRASS, AND LANDSCAPING. ALL REMOVED MATERIAL SHALL BE HAULED

OFF SITE TO CONTRACTOR'S DISPOSAL SITE.

19. CONTRACTOR SHALL COMPLETE REVEGETATION OF ALL DISTURBED AREAS.

20. EXCESS DIRT UNSUITABLE FOR STRUCTURAL FILL SHALL BE PLACED ON ABANDONED

SECTION OF ROAD. OTHER UNSUITABLE MATERIALS, NOT SUITABLE FOR PLACEMENT ON

ABANDONED ROAD, SHALL BE HAULED OFF SITE AND AT A DISPOSAL SITE OF THE

CONTRACTOR.

21. HOURS OF WORK SHALL BE BETWEEN 7:00 AM AND 7:00 PM. NO WORK SHALL BE

PERFORMED ON HOLIDAYS AND WEEKENDS UNLESS APPROVED BY PUBLIC WORKS

DIRECTOR.

22. FIELD ADJUSTMENTS MAY BE MADE WITH THE APPROVAL OF THE TOWN REPRESENTATIVE.

23. ALL CONSTRUCTION ACTIVITY MUST COMPLY WITH THE STATE OF COLORADO PERMITTING

PROCESS FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION

ACTIVITIES.

24. ALL ROADWAY FILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM

DENSITY IN 8" MAX LIFTS.

25. CONTRACTOR TO CONTACT SUMMIT COUNTY ROAD AND BRIDGE DEPARTMENT TO NOTIFY

OF CONSTRUCTION WORK AND HAULING ONTO DILLON DAM ROAD (COUNTY ROAD).

26. THE CONTRACTOR SHALL KEEP ALL EQUIPMENT OPERATION A MINIMUM OF 10' FROM

EXISTING OVERHEAD ELECTRIC LINES. IF THIS IS NOT FEASIBLE, OR

CONDITIONSWARRANT ADDITIONAL PROTECTION FROM THE ELECTRIC LINES, THE

CONTRACTOR MUST CALL PUBLIC SERVICE COMPANY OF COLORADO AT (970) 262-4040 TO

ARRANGE PROTECTIVE COVERING. A MINIMUM OF 48 HOURS NOTICE IS REQUIRED.

27. CONTRACTOR SHALL OBTAIN ALL ADDITIONAL PERMITS AS REQUIRED.

28. ALL WORK SHALL BE INSPECTED BY TOWN OF FRISCO. ANY WORK INSPECTED THAT DOES

NOT MEET PLANS OR SPECIFICATIONS WILL BE REPLACED BY CONTRACTOR. ALL COSTS

OF REPLACEMENT WORK SHALL BE INCURRED BY CONTRACTOR.

29. WHEN THERE IS A CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATION OR ANY

OTHER STANDARDS, THE MORE RESTRICTIVE STANDARD SHALL APPLY.

30. CONTRACTOR SHALL DISPOSE OF ALL TIMBER FLAGGED FOR REMOVAL WITHIN PROJECT

LIMITS. CONTRACTOR SHALL SUBMIT A TIMBER MANAGEMENT PLAN PRIOR TO TOWN

ISSUING NOTICE TO PROCEED.

31. CONSTRUCTION SHALL NOT COMMENCE UNTIL TOWN COMPLETES MIGRATORY BIRD

SURVEY.

32. CONSTRUCTION SHALL NOT COMMENCE UNTIL USFS ISSUES DECISION MEMO AND ALL

USFS REQUIREMENTS ARE MET.

102 School Road Frisco, CO 80443

(970) 668-4579 www.townoffrisco.com

Print Date:

File Name:

Designed By:

Project Address:

Date# Description Sheet Revisions Sheet Name:

Sheet Number:

SAQWATER TANK ACCESS ROAD

Issue:

FOR BID - NOT FOR CONSTRUCTION

Issue Date:

7/10/2024

Project Number:

4040004444

Sheet Number:

SHEET 3 OF 12

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7/10/2024 5:43 PM

03_SAQ_WT ACCESS RD.dwg

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DILLON DAM RD

C3

SUMMARY OF APPROXIMATE QUANTITIES

SUMMARY OF EARTHWORK

12.00'

3" C

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CLASS 1 STRUCTURAL FILL COMPACTED TO 95% STP IN 8" MAX LIFTS

1.5

EG (EXISTING ACCESS ROAD)

ROAD SECTION 1

12.00'

3" C

LA

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CLASS 1 STRUCTURAL FILL COMPACTED TO 95% STP IN 8" MAX LIFTS

EG

ROAD SECTION 2

2.00'

Town of Frisco P.O. Box 4100 102 School Road Frisco, CO 80443

(970) 668-4579 www.townoffrisco.com

Print Date:

File Name:

Designed By:

Project Address:

Date# Description Sheet Revisions Sheet Name:

Sheet Number:

TYPICAL

SECTIONSWATER TANK ACCESS ROAD

Issue:

FOR BID - NOT FOR CONSTRUCTION

Issue Date:

7/1/2024

Project Number:

4040004444

Sheet Number:

SHEET 4 OF 12

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7/11/2024 2:51 PM

04_TYPICAL SECTIONS_WT ACCESS RD.dwg

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DILLON DAM RD

C4

EXISTING WATERLINE AND EASEMENT

EXISTING WATER TANK

EXISTING HIGH PRESSURE GAS

EXISTING OVERHEAD ELECTRIC

EXISTING ACCESS ROAD

NORTH SCALE: 1" = 100'

100'50'0

Town of Frisco P.O. Box 4100 102 School Road Frisco, CO 80443

(970) 668-4579 www.townoffrisco.com

Print Date:

File Name:

Designed By:

Project Address:

Date# Description Sheet Revisions Sheet Name:

Sheet Number:

EXISTING

CONDITIONSWATER TANK ACCESS ROAD

Issue:

FOR BID - NOT FOR CONSTRUCTION

Issue Date:

7/11/2024

Project Number:

4040004444

Sheet Number:

SHEET 5 OF 12

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7/11/2024 2:58 PM

05_EXISTING CONDITIONS_WT ACCESS RD.dwg

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DILLON DAM RD

C5

102 School Road Frisco, CO 80443

(970) 668-4579 www.townoffrisco.com

File Name:

Designed By:

Project Address:

Date# Description Sheet Revisions Sheet Name:

Sheet Number:

STORMWATER

MANAGEMENT PLANWATER TANK ACCESS ROAD

Issue:

FOR BID - NOT FOR CONSTRUCTION

Issue Date:

7/11/2024

Project Number:

4040004444

Sheet Number:

SHEET 6 OF 12

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8/21/2024 12:37 PM

06_DEMO AND EROSION CONTROL_WT ACCESS RD.dwg

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DILLON DAM RD

Print Date:

C6

SWMP NOTES

1. SITE DESCRIPTION

The Contractor shall comply with CDOT and USFS stormwater requirements.

1.1. Project Site Location

The site is located on USFS property located near Frisco Colorado, between Dillon Dam Road and Interstate 70.

1.2. Project Site Description

Regrading and relocation of a dirt access road to a Town water tank facility. The site contains steep slopes and natural vegetation including evergreen trees and native grasses.

1.3. Proposed Sequencing for Major Construction

Activities Installation of BMPs, removal of trees, clearing and grubbing, storm pipe installation, grading, topsoil, seeding, installation of erosion control blankets.

1.4. Acres of Disturbance

Less than 1 acre of proposed disturbance.

1.5. Existing Vegetation

Existing vegetation includes evergreen trees and native grasses. During the pre-construction meeting, the percentage of vegetation cover shall be observed and documented.

2. STORMWATER MANAGEMENT

CONTROLS FOR FIRST CONSTRUCTION

ACTIVITIES

2.1. Potential Pollution Sources

Contractor shall visit site during pre-construction meeting and identify and document all potential pollution sources and add any appropriate BMPs.

2.2. Vehicle Tracking Control

Contractor shall install vehicle tracking control in accordance with specifications.

2.3. Perimeter Control

Contractor shall install wattles and any other required perimeter control to restrict any sediment or pollutants from leaving site and discharging to state waters.

3. QUALIFIED STORMWATER MANAGER

3.1. SWMP Designer

SWMP Designer responsible for SWMP plan sheets is Christopher McGinnis, chrism@townoffrisco.com.

3.2. SWMP Administrator for Construction.

Contractor shall designate and submit to Town a SWMP adiminstrator for construction.

4. DURING CONSTRUCTION

The SWMP is a living document that requires the Contractor to continously review and modify the SWMP during construction.

4.1. Materials Handling and Spill Prevention

Prior to commencing construction, the Contractor shall submit a materials handling and spill prevention plan.

4.2. Stockpile Management

Contractor shall install bmps around all stockpiles and complete stockpile management in accordance with specifications.

4.3. Street Sweeping

Contractor shall remove any sediment tracked onto Dillon Dam Road daily.

5. CONTROL MEASURE MAINTENANCE

Maintenance shall be in accordance with with subsection 208.04 of CDOT specifications.

6. INTERIM AND PERMANENT

STABILIZATION

The contractor shall comply with all interim stabilization and permanent stabilization requirements in accordance with subsection

208.04 of CDOT specifications.

6.1. Seeding Plan

The following seed mix and rates are for drill seeding method.

6.2. Seeding Application

Drill seeding shall be shall be used for all areas.

Soil compaction shall be minimized in seeding areas.

6.3. Soil Retention Blankets

Soil retention blankets shall be installed per specifications in all disturbed areas.

6.4. Soil Amendments

Topsoil and amendments shall meet CDOT specifications. Topsoil generated on site shall be amended per specifications.

7. PRIOR TO PROJECT FINAL ACCEPTANCE

7.1. When directed by the Engineer, removal and

disposal of temporary control measures shall be included in the cost of the work.

7.2. At the end of the project, all ditch checks shall

consist of either temporary erosion logs or permanent riprap.

8. CONTROL MEASURES DURING

CONSTRUCTION

Control measures during construction shall consist of the following items installed per CDOT specifications

8.1. Straw Wattle (12")

8.2. Check Dam (12" Straw Wattle)

8.3. Vehicle Tracking Pad

8.4. Stockpile Protection

8.5. Seeding

8.6. Soil Retention Blankets

8.7. Sweeping

1+00 2+00

3+00

4+00

5+00

6+00

7+00

8+00

8+50

1+00

2+00

3+00 4+00

5+00

6+00

7+00

8+00

9+00 9+28

EROSION CONTROL WATTLE, TYP.

RE: CDOT M-208-1 FOR INSTALLATION

STRAW WATTLE CHECK DAM EVERY 50', TYP.

RE: CDOT M-208-1 FOR INSTALLATION

CLEAR AND GRUB LIMITS

REMOVE TREE, TYP.

VEHICLE TRACKING PAD

NORTH SCALE: 1" = 100'

100'50'0

Town of Frisco P.O. Box 4100 102 School Road Frisco, CO 80443

(970) 668-4579 www.townoffrisco.com

Print Date:

File Name:

Designed By:

Project Address:

Date# Description Sheet Revisions Sheet Name:

Sheet Number:

STORMWATER

MANAGEMENT PLANWATER TANK ACCESS ROAD

Issue:

FOR BID - NOT FOR CONSTRUCTION

Issue Date:

7/11/2024

Project Number:

4040004444

Sheet Number:

SHEET 7 OF 12

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8/21/2024 12:38 PM

06_DEMO AND EROSION CONTROL_WT ACCESS RD.dwg

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DILLON DAM RD

C7

NOTES:

1. CONTRACTOR TO LOCATE ALL UTILITIES,

HORIZONTALLY AND VERTICALLY, PRIOR TO

BEGINNING WORK.

2. EROSION CONTROL TO BE INSTALLED PRIOR TO

BEGINNING DEMOLITION WORK.

3. CONTRACTOR TO MARK ALL TREES FOR REMOVAL

AND VERIFY WITH TOWN REPRESENTATIVE.

4. CONTRACTOR SHALL PRESERVE TREES TO THE

EXTENT POSSIBLE.

0.000

1+00 2+00 3+00

4+00

5+00

6+00

7+00

8+00

8+50

1+00

2+00

3+00 4+00

5+00

6+00

7+00

8+00

9+00 9+28

STA 2+40.00

BEGIN LOWER ROAD REGRADING

STA 8+50.00

END LOWER ROAD REGRADING

STA 1+00

BEGIN UPPER ROAD REALIGNMENT

DRAINAGE WATER BAR, TYP.

EXISTING ROAD BETWEEN STA 1+50 AND STA 8+50 TO BE

ABANDONED AND REVEGETATED. WASTE EXCESS FILL/SPOILS

AND CONSTRUCT DRAINAGE WATER BARS EVERY 50' STA 9+27.47

END UPPER ROAD. MATCH EXISTING

NORTH SCALE: 1" = 30'

30'15'0

Town of Frisco P.O. Box 4100 102 School Road Frisco, CO 80443

(970) 668-4579 www.townoffrisco.com

Print Date:

File Name:

Designed By:

Project Address:

Date# Description Sheet Revisions Sheet Name:

Sheet Number:

SITE PLANWATER TANK ACCESS ROAD

Issue:

FOR BID - NOT FOR CONSTRUCTION

Issue Date:

7/11/2024

Project Number:

4040004444

Sheet Number:

SHEET 8 OF 12

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8/21/2024 12:07 PM

07_OVERVIEW SITE PLAN_WT ACCESS RD.dwg

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DILLON DAM RD

C8

= CLASS 6 AGGREGATE BASE COURSE

= TOPSOIL, NATIVE SEED, AND SOIL

RETENTION BLANKET (CLASS 1)

LOWER ROAD PROFILE

HORIZ. SCALE: 1" = 30'

VERT. SCALE: 1" = 15'

1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00

7.19%

9.93%

8.90%

ST

A:

2+

.0

EL

=9

3.

19 ST

A:

3+

.7

EL

=9

2.

ST

A:

4+

.5

EL

=9

4.

ST

A.

+9

4.

EL

=9

7.

2+

3+

4+00 5+00 6+00

PI: 2+06.52

PC: 3+09.84

PT

: 3

+9 4.

PI

: 5

+4 0.

STA 2+40.00

BEGIN SECTION 1 GRADING AND BASE COURSE

ROAD TO REMAIN IN CURRENT ALIGNMENT

XCEL HP GAS

NO REMOVAL OF FILL

CONTRACTOR TO COORDINATE WITH XCEL

ON HP GAS CROSSING REQUIREMENTS AND

TEMPORARY METHODS TO MINIMIZE LOADING

ON GAS LINE FOR CROSSING OF EQUIPMENT

7.2

8.9% 2.0% 12.2%

1.

5:

2.

0:

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AT

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LI

N

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ST

A

5+

NORTH

Town of Frisco P.O. Box 4100 102 School Road Frisco, CO 80443

(970) 668-4579 www.townoffrisco.com

Print Date:

File Name:

Designed By:

Project Address:

Date# Description Sheet Revisions Sheet Name:

Sheet Number:

PLAN &

PROFILEWATER TANK ACCESS ROAD

Issue:

FOR BID - NOT FOR CONSTRUCTION

Issue Date:

7/10/2024

Project Number:

4040004444

Sheet Number:

SHEET 9 OF 12

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8/21/2024 11:57 AM

08_PLAN & PROFILE_WT ACCESS ROAD.dwg xxx xxx

C9

SCALE: 1" = 30'

30'15'0

NOTES:

1. CONTRACTOR TO LOCATE ALL UTILITIES,

HORIZONTALLY AND VERTICALLY, PRIOR TO

BEGINNING WORK.

2. CONTRACTOR TO POTHOLE HP GAS EVERY 25'

WHERE ROAD CROSSES GAS LINE. CONTRACTOR TO

COMPLETE WORK IN ACCORDANCE WITH XCEL AND

FEDERAL HP GAS REGULATIONS.

3. NO VIBRATORY COMPACTION ALLOWED WITHIN 7' OF

HP GAS LINE.

4. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH

USFS STANDARDS.

LOWER ROAD PROFILE

VERT. SCALE: 1" = 15'

5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00

ST

A:

6+

.5

EL

=9

2.

ST

A:

8+

.3

EL

=9

6.

ST

A.

+7

0.

EL

=9

4.

ST

A.

+7

9.

EL

=9

6.

2.04%

12.19%

7.22%

11.50%

5+00 6+00 7+00

8+00 8+50PI

: 5

+4 0.

PI

: 7

+0 5.

2.0% 12.2% 7.2%

11.5%

1.

5:

2.

0:

M

AT

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ST

A

5+

STA 8+50.00

END GRADING AND BASE COURSE

MATCH EXISTING

Town of Frisco P.O. Box 4100 102 School Road Frisco, CO 80443

(970) 668-4579 www.townoffrisco.com

Print Date:

Project Address:

UPPER ROAD

Issue:

Issue Date:

Project Number:

Sheet Number:

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8/21/2024 11:55 AM

08_PLAN & PROFILE_WT ACCESS ROAD.dwg

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DILLON DAM RD

NORTH

File Name:

Designed By:

Date# Description Sheet Revisions Sheet Name:

Sheet Number:

WATER TANK ACCESS ROAD

C10

SCALE: 1" = 30'

30'15'0

NOTES:

1. CONTRACTOR TO LOCATE ALL UTILITIES,

HORIZONTALLY AND VERTICALLY, PRIOR TO

BEGINNING WORK.

2. CONTRACTOR TO POTHOLE HP GAS EVERY 25'

WHERE ROAD CROSSES GAS LINE. CONTRACTOR TO

COMPLETE WORK IN ACCORDANCE WITH XCEL AND

FEDERAL HP GAS REGULATIONS.

3. NO VIBRATORY COMPACTION ALLOWED WITHIN 7' OF

HP GAS LINE.

4. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH

USFS STANDARDS.

FOR BID - NOT FOR CONSTRUCTION

7/10/2024

4040004444

SHEET 10 OF 12

UPPER ROAD PROFILE

VERT. SCALE: 1" = 15'

1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00

ST

A:

1+

.1

EL

=9

9.

ST

A:

2+

.2

EL

=9

3.

ST

A:

4+

.2

EL

=9

9.

8.84%

-0.24%

-9.97%

1+00 2+00

3+00

4+00

5+00

6+00

PC

: 1

+0 5.

PT: 2+33.31

PC: 2+75.26

PT

: 4

+2 5.3

9114 9115

91209119

91309129

2.

0:

2.

0:

2.0:1

2.0:1

2.0 :1

MAT

CHLIN

E

ST

A 5+

STA 1+00

BEGIN ROAD SECTION 2

XCEL HP GAS

NO REMOVAL OF FILL

CONTRACTOR TO COORDINATE WITH XCEL ON

HP GAS CROSSING REQUIREMENTS AND

TEMPORARY METHODS TO MINIMIZE LOADING

ON GAS LINE FOR CROSSING OF EQUIPMENT

70 LF 24" HDPE STORM PIPE

12" DEEP SWALE

Town of Frisco P.O. Box 4100 102 School Road Frisco, CO 80443

(970) 668-4579 www.townoffrisco.com

Print Date:

Project Address:

UPPER ROAD

Issue:

Issue Date:

Project Number:

Sheet Number:

P:

\C ap ita l P ro je ct s\

\W at er

T an k Ac ce ss

R oa d\

_D ra w in gs \A

C

AD

\0 4_

SH

EE

T\

_P

LA

N

P R

O

FI

LE

_W

T

AC

C

ES

S R

O

AD

.d w g

8/21/2024 11:53 AM

08_PLAN & PROFILE_WT ACCESS ROAD.dwg xxx xxx

NORTH

File Name:

Designed By:

Date# Description Sheet Revisions Sheet Name:

Sheet Number:

WATER TANK ACCESS ROAD

C11

SCALE: 1" = 30'

30'15'0

NOTES:

1. CONTRACTOR TO LOCATE ALL UTILITIES,

HORIZONTALLY AND VERTICALLY, PRIOR TO

BEGINNING WORK.

2. CONTRACTOR TO POTHOLE HP GAS EVERY 25'

WHERE ROAD CROSSES GAS LINE. CONTRACTOR TO

COMPLETE WORK IN ACCORDANCE WITH XCEL AND

FEDERAL HP GAS REGULATIONS.

3. NO VIBRATORY COMPACTION ALLOWED WITHIN 7' OF

HP GAS LINE.

4. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH

USFS STANDARDS.

FOR BID - NOT FOR CONSTRUCTION

7/10/2024

SHEET 11 OF 12

UPPER ROAD PROFILE

VERT. SCALE: 1" = 15'

5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+28

ST

A:

5+

.8

EL

=9

6.

ST

A:

7+

.1

EL

=9

5.

ST

A:

9+

.4

EL

=9

5.

-7.96%8.22%

6.77%

9.98%

5+00 6+00

7+00 8+00

9+

9+

PC

: 7

+5 6.

PT

: 7

+6 4.

PC

: 7

+8 2.

PT: 8+93.66

40 91

9160 9163

2.

0:

2.

0:

M

AT

C H

LI

N

E

ST

A

5+

XCEL HP GAS

NO REMOVAL OF FILL

CONTRACTOR TO COORDINATE WITH XCEL

ON HP GAS CROSSING REQUIREMENTS

AND TEMPORARY METHODS TO MINIMIZE

LOADING ON GAS LINE FOR CROSSING OF

EQUIPMENT

Town of Frisco P.O. Box 4100 102 School Road Frisco, CO 80443

(970) 668-4579 www.townoffrisco.com

Print Date:

Project Address:

UPPER ROAD

Issue:

Issue Date:

Project Number:

Sheet Number:

P:

\C ap ita l P ro je ct s\

\W at er

T an k Ac ce ss

R oa d\

_D ra w in gs \A

C

AD

\0 4_

SH

EE

T\

_P

LA

N

P R

O

FI

LE

_W

T

AC

C

ES

S R

O

AD

.d w g

8/21/2024 11:51 AM

08_PLAN & PROFILE_WT ACCESS ROAD.dwg

CMM

DILLON DAM RD

NORTH

File Name:

Designed By:

Date# Description Sheet Revisions Sheet Name:

Sheet Number:

WATER TANK ACCESS ROAD

C12

SCALE: 1" = 30'

30'15'0

NOTES:

1. CONTRACTOR TO LOCATE ALL UTILITIES,

HORIZONTALLY AND VERTICALLY, PRIOR TO

BEGINNING WORK.

2. CONTRACTOR TO POTHOLE HP GAS EVERY 25'

WHERE ROAD CROSSES GAS LINE. CONTRACTOR TO

COMPLETE WORK IN ACCORDANCE WITH XCEL AND

FEDERAL HP GAS REGULATIONS.

3. NO VIBRATORY COMPACTION ALLOWED WITHIN 7' OF

HP GAS LINE.

4. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH

USFS STANDARDS.

FOR BID - NOT FOR CONSTRUCTION

7/10/2024

SHEET 12 OF 12