Brush Creek Transmission Main Plans.pdf

PDF 4 MB Posted May 1, 2025

Attached to: Brush Creek Transmission Main Replacement
Solicitation number: 52-59-773-522306
Issued by: Gilpin County, Colorado

About this file

Written by GovTribe AI · May 2, 2025

The document is a set of construction plans for the Brush Creek Transmission Main and School House Pressure Reducing Valve (PRV) Phase 1 project for the Town of Eagle, Colorado. The project involves replacing approximately 5,600 linear feet of existing waterline with a new 24-inch HDPE waterline, spanning from Adams Rib Ranch Headquarters to Hardscrabble Road. The plans detail the installation of new water infrastructure, including two PRV vaults (at Schoolhouse and Headquarters locations), valves, air release valves, and associated appurtenances. The project will involve plugging and abandoning existing water lines, installing new pipeline segments, and making connections to existing infrastructure.

The project is located in Eagle County, Colorado, and will traverse multiple parcels with proposed 20-foot and 50-foot easements. The design includes specific considerations for terrain, with the pipeline routed through varying elevations between approximately 6,910 and 7,017 feet above sea level. The construction plans provide detailed profiles, typical details, and erosion control measures, including specifications for trench construction, utility crossings, and site restoration. The plans are dated April 30, 2025, and prepared by a licensed professional engineer, indicating a comprehensive engineering approach to the water infrastructure replacement project.

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Other files

File	Type	Posted
Brush Creek Transmission Main Bid Tab.xlsx	XLSX spreadsheet	May 1, 2025
Brush Creek Transmission Main Specifications.pdf	PDF	May 1, 2025

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BRUSH CREEK ROAD

TO EAGLE

SALT CREEK ROADHARDSCRABBLE

MOUNTAIN ROAD

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Paul O'Neil P.E.

4/30/2025 42754

I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LICENSE

PROFESSIONAL UNDER THE LAWS OF THE STATE OF STATE.

NOTE:

THE SUBSURFACE UTILITY QUALITY INFORMATION IN THIS PLAN IS LEVEL B.

THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE

GUIDELINES OF CI/ASCE 38-02 ENTITLED "STANDARD GUIDELINES FOR THE

COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."

THE CONTRACTOR SHALL CALL ONE CALL SYSTEM AT

811 BEFORE COMMENCING EXCAVATION.

PROJECT NO.

Signature

Date: Lic. No.

APPROVED:

DATECITY ENGINEER OF

APPROVED:

DATE COUNTY ENGINEER

Know what's below.

before you dig.Call

INDEX

GOVERNING SPECIFICATIONS

ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR

TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS.

SIGN (NON STREET NAME)

EDGE OF WOODED AREA

BUSH / SHRUB AND STUMP

DECIDUOUS AND CONIFEROUS TREE

BUILDING

RAILROAD TRACKS

STREET NAME SIGN

FENCE (UNIDENTIFIED)

SANITARY SEWER SERVICE & CLEANOUT

TRAFFIC SIGNAL

WATER SERVICE AND CURB STOP BOX

WATER MAIN (SUE LEVEL), HYDRANT, VALVE AND MANHOLE

STORM SEWER, MANHOLE AND CATCH BASIN

SANITARY SEWER AND MANHOLE

PERMANENT EASEMENT

SOIL BORING

LIGHT POLE

OVERHEAD WIRE, POLE AND GUY WIRE

GAS MAIN, VALVE, VENT AND METER

BURIED TV CABLE, PEDESTAL AND MANHOLE

W(B)

CULVERT AND APRON ENDWALL

FORCE MAIN AND LIFT STATION

RIGHT OF WAY

EXISTING

P-BUR

T T

G G

6" 6"

BURIED PHONE CABLE, PEDESTAL AND MANHOLE

BURIED FIBER OPTIC CABLE AND MANHOLEFO

P-OH P-OH

TV-BUR

X BARBED WIRE FENCE

XC CHAIN LINK FENCE

XE ELECTRIC WIRE FENCE

XWD WOOD FENCE

XWW WOVEN WIRE FENCE

PLATE BEAM GUARDRAIL

CABLE GUARDRAIL

T-BUR

WETLANDWET

PROPERTY LINE

HANDHOLE

POST / BOLLARD

RETAINING WALL

HORIZONTAL CONTROL POINT

BENCHMARK

SURVEY MARKER

XX"

LIFT

BURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,

TRANSFORMER AND METER

6+00

16 W

PROPOSED

STORM SEWER, MANHOLE AND CATCH BASIN

DRAIN TILE

CULVERT AND APRON ENDWALL

DITCH / SWALE

SANITARY SERVICE AND CLEANOUT

RIGHT-OF-WAY

TEMPORARY EASEMENT

PERMANENT EASEMENT

WATER SERVICE AND CURB STOP BOX

SANITARY SEWER, BULKHEAD AND MANHOLE

WATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVE

FORCE MAIN

STREET CENTERLINE

CONSTRUCTION LIMITS

WATER VALVE MANHOLE, REDUCER, BEND AND CROSS

RIPRAP

STREET NAME SIGN

SIGN (NON STREET NAME)

RETAINING WALL

W of

PHONE: 970.385.4546

934 MAIN AVENUE

SUITE C

DURANGO, CO 81301

www.sehinc.com

PROJECT LOCATION

180269

N.T.S.

PROJECT LOCATION

EAGLE COUNTY

EAGLE, COLORADO

ADAMS RIB RANCH HEADQUARTERS TO

HARDSCRABBLE ROAD

EAGLE, COLORADO

PHASE 1

CONSTRUCTION

PLANS FOR

BRUSH CREEK TRANSMISSION MAIN AND SCHOOL HOUSE

PRESSURE REDUCING VALVE (PRV)

TOWN OF

Sheet List Table Sheet

Number Sheet Title

1 PHASE 1 TITLE

2 PAST PROJECT

SUMMARY

3 GENERAL NOTES

4 DETAILS (1)

5 DETAILS (2)

6 SCHOOLHOUSE PRV

7 HEADQUARTERS PRV

8 KEY MAP

9 PLAN AND PROFILE (1)

10 PLAN AND PROFILE (2)

11 PLAN AND PROFILE (3)

12 PLAN AND PROFILE (4)

13 PLAN AND PROFILE (5)

14 PLAN AND PROFILE (6)

15 PLAN AND PROFILE (7)

16 EROSION CONTROL

SCHOOLHOUSE PRV

ADAMS' RIB

HEADQUARTERS

PRV

04/30/2025

2001 PROJECT

REPLACED 2,200 LF 14" PIPE WITH 16"

DIP AND REPLACE HEADQUARTERS PRV

2005 PROJECT

REPLACED EXISTING LINE WITH 4,200 LF 24" DIP

OUZEL LANE TO BRUSH CREEK TANK

2013 PROJECT

REPLACED EXISTING LINE WITH 2550 LF 16" DIP

HARDSCRABBLE ROAD TO SCHOOLHOUSE PRV

2025 THIS PROJECT PH1

REPLACE EXISTING LINE WITH 5,600 LF 24" HDPE

2025 THIS PROJECT PH1

REMOVE SCHOOLHOUSE PRV

FUTURE PROJECT (PHASE 2 OF THIS PROJECT)

REPLACE EXISTING LINE WITH 2,000 LF

24 " HDPE

STORAGE/LAYDOWN YARD

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Description DateSEH Project Revision Issue

Rev.# Description Date Revision Issue of

180269

PAST PROJECT SUMMARY

BRUSH CREEK TRANSMISSION MAIN

AND SCHOOL HOUSE PRV PHASE 1

EAGLE, COLORADO427544/30/2025

I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER

THE LAWS OF THE STATE OF STATE.

DATE LICENSE NO.

feetscale

1000 20001000

Paul O'Neil P.E.

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Rev.# Description Date

NOTES

BRUSH CREEK TRANSMISSION MAIN

AND SCHOOL HOUSE PRV PHASE 1

EAGLE, COLORADO427544/30/2025

I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER

THE LAWS OF THE STATE OF STATE.

DATE LICENSE NO.

GENERAL NOTES:

1. THE CONTRACTOR SHALL NOTIFY THE TOWN OF EAGLE (TOE) PUBLIC WORKS DEPT. AT

LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE

ALL WORK WITH THE TOWN OF EAGLE.

2. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER IS NOT

RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE

BY THE APPROPRIATE PARTY WITH ANY REGULATIONS RELATING HERETO.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN (AND CONFORM TO) ALL PROPER

CONSTRUCTION PERMITS AS REQUIRED, INCLUDING EAGLE COUNTY RIGHT-OF-WAY

PERMIT, EAGLE COUNTY ROAD AND GRADING PERMIT, ARMY CORPS OF ENGINEERS

PERMIT, CDPHE DEWATERING AND SWMP PERMIT,AND ANY OTHER PERMITS APPLICABLE

PRIOR TO COMMENCING WORK.

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

PROCESS FOR "STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION

ACTIVITIES." FOR INFORMATION, CONTACT THE COLORADO DEPARTMENT OF HEALTH AND

ENVIRONMENT, WATER QUALITY CONTROL DIVISION, WQCD-PE-82, ATTENTION: PERMITS

AND ENFORCEMENT SECTION

5. THE CONTRACTOR SHALL CONFORM TO ALL TOWN OF EAGLE AND EAGLE COUNTY RULES,

REGULATIONS, AND STIPULATIONS WHILE ACCESSING THROUGH OR WORKING IN THE

TOWN AND COUNTY. CONTRACTOR TO OPERATE WITHIN TOE STANDARD CONSTRUCTION

HOURS AND BEST PRACTICES. ADDITIONAL WORKING DAYS, SUCH AS SUNDAY,

CONTRACTOR SHALL CONTACT TOE FOR EXTENDED HOURS. EMERGENCIES EXCLUDED

SUCH AS BROKEN UTILITY PIPES.

6. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN

AND/OR THEIR REPRESENTATIVES. THE TOWN RESERVES THE RIGHT TO ACCEPT OR

REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO THE

APPROVED DRAWINGS AND/OR DISTRICT STANDARDS OR SPECIFICATIONS.

7. ALL CONSTRUCTION SHALL CONFORM TO TOWN STANDARDS AND SPECIFICATIONS AND BE

SUBJECT TO CONSTRUCTION OBSERVATION BY THEIR REPRESENTATIVES. COPIES OF

TOWN STANDARDS MUST BE OBTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL

HAVE ONE (1) COPY OF THE PLANS AND ONE (1) COPY OF THE APPROPRIATE

SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.

8. OBSERVATIONS OF THE WORK IN PROGRESS AND ON-SITE VISITS ARE NOT TO BE

CONSTRUED AS A GUARANTEE OR WARRANTY BY THE ENGINEER OF THE CONTRACTOR'S

CONTRACTUAL RESPONSIBILITIES.

9. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR

TO COMMENCEMENT OF ANY CONSTRUCTION.

10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREPARE AND SUBMIT A TRAFFIC CONTROL

PLAN, AS REQUIRED BY THE TOWN OF EAGLE AND EAGLE COUNTY. THE PLAN SHALL SHOW

EXISTING AND PROPOSED TRAFFIC SIGNS, EXISTING AND PROPOSED CROSSWALK

STRIPING, CONSTRUCTION LIMITS, FENCING AND ACCESS, AND VEHICLE TRACKING

CONTROL MEASURES.

11. THE CONTRACTOR SHALL MAINTAIN TRAFFIC AT ALL TIMES TO THE SATISFACTION OF THE

TOWN OF EAGLE AND EAGLE COUNTY. THE CONTRACTOR SHALL MINIMIZE TRAFFIC

DISRUPTIONS AND PROVIDE ADEQUATE SAFETY PRECAUTIONS TO ENSURE PUBLIC

SAFETY. STREET CLOSURES SHALL BE KEPT TO A MINIMUM LENGTH OF TIME. THERE

SHALL BE NO MATERIAL STORAGE ON TOWN OR EAGLE COUNTY STREETS OF PROPERTY.

12. THE CONTRACTOR SHALL MINIMIZE ALL OFFSITE TRACKING. ALL SOIL TRACKED OFFSITE

SHALL BE IMMEDIATELY CLEANED UP TO THE SATISFACTION OF THE TOWN OF EAGLE AND

EAGLE COUNTY. INSTALL STABILIZED CONSTRUCTION ENTRANCE PRIOR TO

COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.

13. CONSTRUCTION SITE ENTRANCES TO HAVE PROPER TRACKING PAD, EROSION CONTROL,

AND SIGNAGE, ACCORDINGLY.

14. TEMPORARY TOILETS AND TRASH ARE TO BE ADDED AND SUBTRACTED THROUGHOUT.

PLACEMENT MAY BE ADJACENT TO CURRENT ACTIVITIES WITHIN THE AREA OF

DISTURBANCE IN ORDER TO ENSURE BEST PRACTICES.

15. THE CONTRACTOR SHALL CONTROL FUGITIVE DUST AT THE SITE. CONTRACTOR TO USE

WATER TRUCK TO REDUCE DUST, AND MUST PAY SPECIAL ATTENTION TO DUST AROUND

ADJACENT PROPERTIES. REFER TO NOTES ON EROSION CONTROL PLAN.

16. THE PROPOSED STAGING AREA IS THE OLD WATER TANK SITE ON BRUSH CREEK ROAD AS

SHOW ON PLAN. CONTRACTOR MAY WORK WITH EAGLE COUNTY FOR ADDITIONAL

WORK/STORAGE AREAS

17. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY

REDUCE ANY POTENTIAL POLLUTION CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE

FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE

IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND HAVE IDENTIFIED

SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE

PROJECT SITE AND SHALL COMPLY WITH THE CONDITIONS AND REQUIREMENTS OF THE

CDPHE STORMWATER MANAGEMENT PERMIT AND PLAN.

18. THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS, CULVERTS, AND

APPURTENANCES DURING CONSTRUCTION AS NECESSARY TO PROTECT ROADS AND

PROPERTY.

19. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL TREES, BUSHES, SHRUBS, AND

GROUND COVER IN A MANNER ACCEPTABLE TO THE TOWN.

20. ALL EXCAVATING FOR ROADWAY, RETAINING WALLS, DRAINAGE FACILITIES AND OTHER

TRENCHES SHALL MEET OSHA REQUIREMENTS.

GRADING AND DRAINAGE NOTES:

1. DITCH REVEGETATION AND DITCH PROTECTIVE LININGS WILL REQUIRE FIELD ADJUSTMENT

DURING CONSTRUCTION TO ACCOUNT FOR VARYING SOIL CONDITIONS. REVEGETATION AND

LININGS WILL BE EVALUATED AFTER DITCHES ARE CONSTRUCTED.

2. THE CONTRACTOR SHALL MAINTAIN EXISTING DRAINAGE CHANNELS, CULVERTS, AND

APPURTENANCES DURING CONSTRUCTION AS NECESSARY TO PROTECT ROADS AND

PROPERTY.

3. THE CONTRACTOR SHALL REMOVE ALL TOPSOIL AND MAN PLACED FILL PRIOR TO

COMMENCEMENT OF CONSTRUCTION.

4. PROOF ROLL SUBGRADE IN ALL HARDSCAPE AREAS PRIOR TO INSTALLING BASECOURSE AND

PAVEMENT PATCHING. COMPACT SUBGRADE TO 90% AND BASECOURSE TO 95% MODIFIED

PROCTOR DENSITY AT MOISTURE CONTENT WITHIN 2% OF OPTIMUM.

EROSION CONTROL NOTES

1. THE CONTRACTOR SHALL PERFORM ALL WORK TO MINIMIZE EROSION AND SEDIMENTATION

RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST IMPLEMENT THE

MEASURES SPECIFIED HEREIN. ADDITIONAL MEASURES SHALL BE PROVIDED AS NEEDED TO

MINIMIZE EROSION AND DOWNSTREAM MIGRATION OF SEDIMENT DEPENDING UPON THE ACTUAL

SEQUENCING OF CONSTRUCTION OPERATIONS. ALL CONSTRUCTION ACTIVITY MUST COMPLY WITH

THE STATE OF COLORADO PERMITTING PROCESS FOR "STORMWATER DISCHARGES ASSOCIATED

WITH CONSTRUCTION ACTIVITIES". FOR INFORMATION, CONTACT THE COLORADO DEPARTMENT OF

HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION, WQCD-PE-82,PERMIT AND

ENFORCEMENT SECTION

2. THE CONTRACTOR SHALL SEQUENCE THEIR OPERATIONS TO MINIMIZE THE AMOUNT OF AREA

WHICH IS DISTURBED AT ANY TIME AND WHICH MINIMIZES THE AMOUNT OF TIME DISTURBED

AREAS REMAIN EXPOSED.

3. THE CONTRACTOR SHALL MAKE MAXIMUM USE OF NATURAL VEGETATION TO MINIMIZE LOSS OF

SITE TOPSOIL DURING CONSTRUCTION.

4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGES OR CLEAN-UP COSTS

RESULTING FROM THE MIGRATION OF SEDIMENTS FROM THE CONSTRUCTION SITE.

5. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE FREQUENTLY INSPECTED,

PROPERLY MAINTAINED AND REPAIRED AS NEEDED FOR THE DURATION OF THE PROJECT. IF

PREVENTATIVE MEASURES FAIL TO FUNCTION EFFECTIVELY, THE CONTRACTOR SHALL ACT

IMMEDIATELY TO BRING THE EROSION AND/OR SEDIMENTATION UNDER CONTROL BY WHATEVER

ADDITIONAL MEANS ARE NECESSARY.

6. ADDITIONAL EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED AS SPECIFIC NEEDS

DEVELOP AND AS REQUIRED BY THE TOWN OF EAGLE.

7. ALL DISTURBED AREAS SHALL BE STABILIZED AS SOON AS POSSIBLE AFTER FINAL GRADES ARE

ACHIEVED.

8. WHERE STRAW OR HAY MULCH IS TO BE APPLIED FOR TEMPORARY STABILIZATION, IT SHALL BE

CERTIFIED TO BE "WEED FREE"

9. INSTALLATION OF AN APPROVED EROSION CONTROL BLANKET IS REQUIRED OVER THE FINISHED 3

TO 1 OR STEEPER CUT SLOPES. THIS MAY BE USED IN CONJUNCTION WITH THE FINAL SLOPE

STABILIZATION MEASURES. THE EROSION CONTROL BLANKET MUST BE INSTALLED AND

MAINTAINED IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

10. REGULAR MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS SHALL INCLUDE (AT A

MINIMUM):

A) IMMEDIATE REPAIR OF ANY DEVELOPING EROSION GULLIES;

B) REMOVAL OF ACCUMULATED SEDIMENT FROM IN FRONT OF ALL SEDIMENT BARRIERS.

11. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND EPA REGULATIONS AND

REQUIREMENTS REGARDING STORMWATER PERMITTING AND DISCHARGE.

PIPE DIAMETER

12"

8" MIN.

BACKFILL

SEE NOTE 2

BEDDING

SEE NOTE 1

UNDISTURBED

SUBGRADE

INSTALL INSULATED

10 GAUGE COPPER

TRACE WIRE

UTILITY MARKING TAPE

24" ABOVE PIPE

PIPE DIAMETER

12"

8" MIN.

BACKFILL

SEE NOTE 2

BEDDING

SEE NOTE 1

UNDISTURBED

SUBGRADE

INSTALL INSULATED

10 GAUGE COPPER

TRACE WIRE

UTILITY MARKING TAPE

24" ABOVE PIPE

12" CDOT CLASS 6 ABC

COMPACTED TO 95% OF A

MODIFIED PROCTOR IN 2 LIFTS

16" FLANGED SPIGOT WITH

RESTRAINED FLANGE ADAPTOR

OR FLANGED SPOOL SECTION

ROMAC DJ400

DISMANTLING JOINT

AMERICAN CAST IRON

WALL PIPE MJ-THRUST

COLLAR-FLANGE

OR APPROVED EQUAL

AMERICAN CAST IRON

WALL PIPE MJ-THRUST

COLLAR-FLANGE

OR APPROVED EQUAL

VALMATIC FLOOD

SAFE AIR VAC. OR

APPROVED EQUAL

FELT PAD

4"X18"X18" MIN. CONCRETE BLOCKS;

OR ADJUSTABLE JACK STAND 5"

FJ BUTTERFLY VALVE

16X16X8 TEE

WITH MECHANICAL JOINT

PLUG, TAPPED TO MATCH

AIR VALVE

2" CORPORATION VALVE

2" THREADED BRASS NIPPLE

2" FEMALE-FEMALETHREADED

SST BALL VALVE

10"

12" DIA. X

6" DEEP

SUMP

#5 REBAR 12" O.C. E.W.

3" FROM GROUND

FJ BUTTERFLY

VALVE IN VENT LINE

4" GALVANIZED

STEEL VENT WITH

PIPE STRAP

SUPPORTS AT 18"

O.C.

PRECAST 6' DIAMETER FLAT TOP

REINFORCED CONCRETE MANHOLE

BARREL PER ASTM-C478 WITH STEPS

" M

#4 STRAIT LINKED COIL CHAIN

CHAIN IS TO BE BOLTED TO THE TOP STEP

OF LADDER AND IN NOT TO INTERFERE

WITH USE OF LADDER DO NOT FEED CHAIN

THROUGH LADDER RUNGS

CHAIN BOLTED TO BALL VALVE HANDLE SO

THAT VALVE CLOSES WITH UPWARD PULL

3" VENT W/ WIRE MESH SCREEN AND CLAMP

EXTEND 3' ABOVE FINISH GRADE

FROST SHIELD KIT

36" NOMINAL

DIAMETER RING

AND COVER

SET 6" ABOVE

FINISH GRADE

NOTES:

1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI-318 SPECIFICATIONS.

2. ALL LADDER RUNGS MUST LINE UP BOTH HORIZONTALLY AND VERTICALLY.

3. ALL SUPPORT MATERIALS SHALL BE GIVEN 2 COATS OF RUST INHIBITIVE PAINT.

4. AIR AND VACUUM VALVE STATIONS TO BE HOUSED IN A 6' DIAMETER PRECAST CONCRETE VAULT DESIGNED FOR HS-20 LOADING

CONDITIONS AND 300 PSF SURCHARGE LOAD.

5. GROUT ALL ARCHES FULL W/PORTLAND CEMENT, NON-SHRINK GROUT. SEAL AS NECESSARY FOR WATERTIGHT CONNECTION.

6. STEEL PIPE SHALL BE COATED PER SECTION 4.4.B.7.

7. DIP FITTINGS, BENDS, REDUCERS, AND TEES MUST BE CEMENT MORTAR LINED

CONSEAL WATER TIGHT SEALANT

8. THE INSTALLATION OF THE CHAIN SHALL ENABLE ISOLATING A DEFECTIVE AIR-VAC WITHOUT SHUTTING OFF THE MAIN

TRACER WIRE

HDPE W/ MJ CONNECTION HDPE W/ MJ CONNECTION

FLOW DIRECTION

9. GATOR WRAP ALL JOINTS AND LID RISERS

10' 4'

12" MIN BEDDING

ON TOP OF

HYDRANT SHOE

BOND BREAKER

50' MAX

*NOTE:

POLY-WRAP ALL

BURIED DIP PIPES,

SEE DETAIL

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Rev.# Description Date

TYPICAL DETAILS (1)

BRUSH CREEK TRANSMISSION MAIN

AND SCHOOL HOUSE PRV PHASE 1

EAGLE, COLORADO427544/30/2025

I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER

THE LAWS OF THE STATE OF STATE.

DATE LICENSE NO.

TRENCH DETAIL

ROADWAY CROSSING

TRENCH DETAIL

OUTSIDE OF ROADWAY

AIR RELEASE VALVE & VAULT DETAIL

NOTES:

1. FOR HDPE PIPE USE SCREENED

NATIVE MATERIAL PER PIPE

MANUFACTURERS RECOMMENDATIONS.

FOR DIP PIPE, USE 38" 'SQUEEGEE' / PEA

GRAVEL AND POLYWRAP DIP PIPE PER

DETAIL.

2. CDOT CLASS 2 STRUCTURE BACKFILL

COMPACTED TO 90% OF A MODIFIED

PROCTOR

EXISTING DIP

PLUG AND ABANDON

(SEE DETAIL)

EXISTING 16" DIP FROM 2001 PROJECT

PROPOSED 24" HDPE PIPE

. R

M M

0X P

EXISTING PIPE ALIGNMENT

PROPOSED PIPE ALIGNMENT

SEE DIP TO HDPE

CONNECTION DETAIL

BELOW

MIN.

CONCRETE

REVERSE

ANCHOR

NOTE: CONTRACTOR MAY OPT FOR (2) 45° HDPE

FUSED BENDS IF FIELD CONDITIONS OR COLD

WEATHER HINDER RADIUS BENDS

THRUST BLOCKS NOT REQUIRED FOR FUSED BENDS

16" GATE VALVE

24" TO 16"

REDUCER

EXISTING DIP PROPOSED HDPE

MJ (MEGALUG) RESTRAINT

SOLID TRANSISTION SLEEVE

HDPE MJ ADAPTOR WITH STIFFENER

CONCRETE REVERSE ANCHOR (CRA)

SEE DETAIL FOR DIMENSIONS

HDPE WALL ANCHOR

5' MIN.

EXISTING

HEADQUARTERS

PRV VAULT TO REMAIN

SEE SHEET 7

EXISTING DIP

(PLUG AND ABANDON)

PROPOSED 24" HDPE

(DOWNSTREAM)

CONCRETE REVERSE

ANCHOR AND HDPE

WALL ANCHOR

MJ ADAPTOR WITH STIFFENER

GATE VALVE

MJ (MEGALUG) RESTRAINT

FLUSHING HYDRANT

AND LATERAL

COORDINATE FINAL

LOCATION WITH

TOWN OF EAGLE

(SEE DETAIL)

5' MIN.

PROPOSED 24" HDPE

(UPSTREAM)

CONCRETE REVERSE

ANCHOR AND HDPE

WALL ANCHOR

FLUSHING HYDRANT

AND LATERAL

COORDINATE FINAL

LOCATION WITH

TOWN OF EAGLE

(SEE DETAIL)

EXISTING DIP

(PLUG AND ABANDON)

5' MIN 5' MIN. 5' MIN

12X12X6 DIP TEE

6" GATE VALVE

NOTE: CONTRACTOR MAY OPT FOR (2) 45° HDPE

FUSED BENDS IF FIELD CONDITIONS OR COLD

WEATHER HINDER RADIUS BENDS

THRUST BLOCKS NOT REQUIRED FOR FUSED BENDS

SEE NOTE SEE NOTE

GATE VALVE

*NOTE: POLY-WRAP

ALL BURIED DIP

PIPES, SEE DETAIL

12" DIP 12" DIP

12X12X6 DIP TEE

GATE VALVE

MJ (MEGALUG) RESTRAINTMJ ADAPTOR WITH STIFFENER

FLOW

DIRECTION

24"X12" REDUCER24"X12" REDUCER

6" GATE VALVE

CONCRETE REVERSE

ANCHOR AND HDPE

WALL ANCHOR

MJ ADAPTOR WITH STIFFENER

16X16X8 TEE

HYDRANT AND LATERAL

COORDINATE FINAL

LOCATION WITH

TOWN OF EAGLE

(SEE DETAIL)

5' MIN. FUSED 45° HDPE BENDS

16" HDPE

EXISTING DIP

(PLUG AND ABANDON)

EXISTING DIP

ROMAC ALPHA

RESTRAINED

COUPLER OR

APPROVED

EQUAL

6' DIAMETER MANHOLE

WITH AIR RELEASE

AND BUTTERFLY VALVE

(SEE DETAIL, SHEET 4)

6" GATE VALVE

8"X6" REDUCER

24" HDPE

16" DIP

REMOVE

EXISTING

VAULT AND

BUTTERFLY

VALVE

16" GATE VALVE

24"x16" REDUCER x y h y x

3" CLEAR (TYP),

SEE NOTE 11

PLAN

REVERSE ANCHOR

x (in)

Ax (in) y (in)

Ay (in)

53.4

Ab (sf)

44.05

ELEVATION

REVERSE ANCHOR

h (in)

Vol (cy)

4.25

TRENCH WIDTH,

CONCRETE BLOCK W/

#6 GRADE OF STEEL

REBAR @ 12" O.C.

EACH FACE EACH WAY,

E O

F D

E O

F D

HDPE MOLDED

WALL ANCHOR

HDPE MOLDED

WALL ANCHOR

NOTE: INSTALL ANCHORS WHERE SHOWN IN

DETAILS, ANCHORS ARE INCIDENTAL TO THE

HPDE PIPE PAY ITEM AND NOT PAID SEPARATELY

STEP 3

TAPE

PLASTIC

TUBE

POLYETHYLENE

PIPE

TAPE

PLASTIC

PIPE

POLYETHYLENE

TUBE

STEP 2

TUBE

POLYETHYLENE

PIPE

STEP 1

EXERCISE CARE TO PREVENT PENETRATION OF

POLYETHYLENE WRAP WITH GRAVEL, ROCKS, ETC.

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Rev.# Description Date

TYPICAL DETAILS (2)

BRUSH CREEK TRANSMISSION MAIN

AND SCHOOL HOUSE PRV PHASE 1

EAGLE, COLORADO427544/30/2025

I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER

THE LAWS OF THE STATE OF STATE.

DATE LICENSE NO.

CONNECTION #1 DETAIL

CONNECTION #2 DETAIL

CONNECTION #3 DETAIL

DIP TO HDPE

CONNECTION DETAIL

CONCRETE REVERSE

ANCHOR DETAIL

POLY WRAP DETAIL

TRENCH DAM DETAIL

CROSS SECTION VIEW

EDGE OF TRENCH

COMPACTED

BENTONITE

CLAY

EDGE OF TRENCH BEYOND

2' MIN.

COMPACTED

BENTONITE CLAY

PIPE PLUG DETAIL

EXISTING 14" DIP,

PIPE SIZE AND

MATERIAL MAY

VARY

FLANGE ADAPTER AND

BLIND FLANGEG, BOTH

SIDES

POURED

CONCRETE TO

COMPLETELY FILL

VOID BETWEEN

FLANGES

PLAN VIEW

PIPE

16'

EXISTING 14" DIPEXISTING 16" DIP

DOWNSTREAM (SOUTH)

16X14 REDUCER

WITH FLANGE

ADAPTER

EXISTING HATCH

PROPOSED 16" DIP PROPOSED 16" DIP

6'2"

ROMAC ALPHA

RESTRAINED

COUPLER OR

APPROVED

EQUAL

ROMAC ALPHA

RESTRAINED

COUPLER OR

APPROVED

EQUAL

DEMO EXISTING PRV

VAULT (SEE NOTES)

DEMO EXISTING PRV

VAULT (SEE NOTES)

INSTALL AIR RELEASE

VALVE & VAULT

SEE DETAIL SHEET 4

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Description DateSEH Project Revision Issue

Rev.# Description Date

SCHOOLHOUSE PRV VAULT IMPROVEMENTS

BRUSH CREEK TRANSMISSION MAIN

AND SCHOOL HOUSE PRV PHASE 1

EAGLE, COLORADO427544/30/2025

I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER

THE LAWS OF THE STATE OF STATE.

DATE LICENSE NO.

REMOVAL NOTES:

REMOVE EXISTING CONCRETE VAULT

(APPROX. DIMENSIONS 193"L X 96"W X 74"D

REMOVE ALL PIPING, VALVES,

APPURTENANCES, SUMP, VENT AND HATCH FROM

EXISTING VAULT.

COORDINATE WITH TOWN OF EAGLE TO RETURN

DESIRED EQUIPMENT BACK TO OWNER.

CONTRACTOR IS RESPONSIBLE FOR DISPOSING

OF ALL OTHER MATERIALS

INSTALLATION NOTES

MATCH EXISTING INVERT. CONTRACTOR TO

MEASURE EXISTING INVERT ELEVATION PRIOR TO

CONSTRUCTION. SET MANHOLE LID 6" ABOVE

FINISH GRADE PER DETAIL

INSTALL AIR RELEASE VALVE & VAULT PER DETAIL

AND TIE INTO EXISTING WAERLINE

BACKFILL THE NEW VAULT IN 8" LIFTS WITH CDOT

CLASS 2 STRUCTURE BACKFILL TO 90% RELATIVE

COMPACTION BASED ON A MODIFIED PROCTOR

SCHOOLHOUSE PRV VAULT

ELEVATION VIEW

EXISTING CONCRETE PRV VAULT

PIPE INVERT

SEE INSTALLATION

NOTES

7061.26

EXISTING RIM

ELEV: 7068.68'

NAVD88

EXISTING VAULT

FINISHED FLOOR

ELEV: 7061.26

NAVD88

EXISTING VAULT TO REMAIN

Ø12-IN

DIP

Ø8-IN DIP

157"

74"X37" HATCH OPENING

EXISTING 12"X12" SUMP

EXISTING 12" PIPE PENETRATION

EXISTING 12" PIPE PENETRATION79

EXCAVATE VAULT TO

EXPOSE CONCRETE JOINT

AND APPLY GATOR WRAP

12" AND 8" PIPEWORKS

SEE PLAN VIEW

74"x37" HATCH

EXISTING 12"X12" SUMP

Ø12-IN

DIP

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Description DateSEH Project Revision Issue

Rev.# Description Date

HEADQUARTRES PRV VAULT IMPROVEMENTS

BRUSH CREEK TRANSMISSION MAIN

AND SCHOOL HOUSE PRV PHASE 1

EAGLE, COLORADO427544/30/2025

I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER

THE LAWS OF THE STATE OF STATE.

DATE LICENSE NO.

HEADQUARTERS PRV VAULT

PLAN VIEW

HEADQUARTERS PRV VAULT

ELEVATION VIEW

EXISTING RIM

ELEV: 6954.20

NAVD88

EXISTING VAULT

FINISHED FLOOR

ELEV: 6945.9

NAVD88

& TRANSDUCER

*TO THE EXTENT FEASIBLE, INSTALL MAGMETER WITH 5 PIPE

DIAMETERS OF STRAIT PIPE UPSTREAM AND 2 PIPE DIAMETERS OF

STRAIT PIPE DOWNSTREAM OF METER

SW1/4

SEC. 1

T5S , R

SE1/4

SEC. 1

T5S , R

N88 ° 0

.00 "E

.86

S89 ° 5

.00 "E

.65

20 00

BRUSH CREEK ROAD

HARDSCRABBLE

MOUNTAIN

OAD

SALT

REEK R

OADSHEET #9

SHEET #10

SHEET #11

SHEET #12

SHEET #13

SHEET #14

SHEET #15EAGLE COUNTY COLORADO

PARCEL NO. 2109-112-00-006

EAGLE COUNTY COLORADO

PARCEL NO. 2109-231-00-012

PROPERTY LINE

HEADQUARTERS PRV

ACCESS POINT 1

ACCESS POINT 3

ACCESS POINT 4

ACCESS POINT 2

COR. 6, TR 69

COR. 2, TR 67

SECTIO

N LI

COR. 3, TR 67

COR. 4, TR 67

COR. 5, TR 67

COR. 4, TR 68

SW1/4

SEC. 2

T5S , R

NE1/4

SEC. 2

T5S , R

BRUSH CREEK ROAD

REPLACE SHOOLHOUSE PRV

SEE SHEET 6

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/3 0/

X :\A

E\ E\

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.d w g feetscale

200 400200

Rev.#

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Description DateSEH Project Revision Issue

Rev.# Description Date

KEY MAP

BRUSH CREEK TRANSMISSION MAIN

AND SCHOOL HOUSE PRV PHASE 1

EAGLE, COLORADO427544/30/2025

I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER

THE LAWS OF THE STATE OF STATE.

DATE LICENSE NO.

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

2.9%

I S

+5 0.

RADIUS: 10000'

=6 +6

EXISTING GRADE

6' MIN. BURY DEPTH

24" DR11 HDPE

EXISTING 16" DIP PIPE

SEE NOTE ON PLAN VIEW

STA: 1+50

1 12" HDPE

TAPPING SADDLE

CONCRETE

REVERSE

ANCHOR

SEE DETAIL

TRENCH PLUG

(INSTALL EVERY 1000')

PLUG EXISTING LINE EVERY 500'

SEE NOTE 1

NOTE 1:

CONTRACTOR TO POTHOLE AREA AHEAD OF CONSTRUCTION TO

VERIFY EXISTING WATERLINE LOCATION, MARK LOCATION AND

BACKFILL. CONTRACTOR TO RETURN TO POTHOLE LOCATION AFTER

FINAL INSTALLATION AND CONNECTION OF NEW HDPE LINE, EXPOSE

EXISTING WATERLINE, PLUG AND ABANDON PER DETAIL

PLUG EXISTING LINE EVERY 500'

SEE NOTE 1

UNK(B)

UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)

UNK(B)

W(B) W(B)

W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B)

W(B) W(B) W(B) W(B) W(B) W(B) W(B)

W(B) W(B)

2 00

3 00

8BEGIN PROJECT

(APPROXIMATE LOCATION,

CONTRACTOR TO POTHOLE

TO FIND 2001 PROJECT

CONNECTION POINT, SEE

CONNECTION # 1 DETAIL)

R AD:1500'

: 6

+4 9.

: 0

+9 6.

: 3

+8 9.

: 7

+3 6.

: 1

+4 4.

68 PT

: 5

+3 9.

: 4 +5

R AD:500'

R AD:500' R AD:1000'

EXISTING DUCTILE IRON WATERLINE

PROPOSED 24" HDPE WATERLINE

EAGLE COUNTY COLORADO

1 12" DR11 HDPE SERVICE LINE

(APPROX 180LF)

TIE INTO EXISTING SERVICE

AT METER PIT INLET

STA: 1+50

1 12" HDPE

TAPPING SADDLE 20

' W

N E

T feetscale

30 6030

STA. 0+00 TO 8+00

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Drawn By

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Description DateSEH Project Revision Issue

Rev.# Description Date

I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER

THE LAWS OF THE STATE OF STATE. PLAN AND PROFILE (1)

STA. 0+00 TO 8+00

BRUSH CREEK TRANSMISSION MAIN

AND SCHOOL HOUSE PRV PHASE 1

EAGLE, COLORADO427544/30/2025DATE LICENSE NO.

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

RADIUS: 5000'

=1 4+

1.0%

1.8%

1.0%

EXISTING GRADE

RADIUS: 5000'

=1 6+

6' MIN. BURY DEPTH

24" DR11 HDPE

TRENCH PLUG

(INSTALL EVERY 1000')

NOTE 1:

CONTRACTOR TO POTHOLE AREA AHEAD OF CONSTRUCTION TO

VERIFY EXISTING WATERLINE LOCATION, MARK LOCATION AND

BACKFILL. CONTRACTOR TO RETURN TO POTHOLE LOCATION AFTER

FINAL INSTALLATION AND CONNECTION OF NEW HDPE LINE, EXPOSE

EXISTING WATERLINE, PLUG AND ABANDON PER DETAIL

PLUG EXISTING LINE EVERY 500'

SEE NOTE 1

PLUG EXISTING LINE EVERY 500'

SEE NOTE 1

UNK(B)UNK(B)

UNK(B)

UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)

UNK(B)UNK(B)

UNK(B)

UNK(B)UNK(B)UNK(B)UNK(B)

UNK(B)

W(B) W(B)

W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B)

W(B) W(B)

W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B)

R AD:1500'

: 8 +5

: 1

: 9

+7 0.

: 1

R AD:1500'

EXISTING DUCTILE IRON WATERLINE

PROPOSED 24"

HDPE WATERLINE

R A

R AD:200'

EAGLE COUNTY COLORADO

PARCEL NO. 2109-112-00-006

EAGLE COUNTY COLORADO

PARCEL NO. 2109-231-00-012

' W

ACCESS POINT #2

feetscale

30 6030

STA. 8+00 TO 17+00

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Description DateSEH Project Revision Issue

Rev.# Description Date

SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER

THE LAWS OF THE STATE OF STATE. PLAN AND PROFILE (2)

STA. 8+00 TO 17+00

BRUSH CREEK TRANSMISSION MAIN

AND SCHOOL HOUSE PRV PHASE 1

EAGLE, COLORADO427544/30/2025DATE LICENSE NO.

PROPERTY LINE

17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00

RADIUS: 2500'

=2 0+

1.0%

2.9%

0.6%

1.6%

RADIUS: 5000'

=1 8+

RADIUS: 2500'

=2 3+

EXISTING GRADE

6' MIN. BURY DEPTH

24" DR11 HDPE

EXISTING ADAMS RIB HQ PRV

HYDRANT TEE

(SEE DETAIL)

HYDRANT TEE

(SEE DETAIL)

CONCRETE

REVERSE

ANCHOR

SEE DETAIL

CONCRETE

REVERSE

ANCHOR

SEE DETAIL

NOTE 1:

CONTRACTOR TO POTHOLE AREA AHEAD OF CONSTRUCTION TO

VERIFY EXISTING WATERLINE LOCATION, MARK LOCATION AND

BACKFILL. CONTRACTOR TO RETURN TO POTHOLE LOCATION AFTER

FINAL INSTALLATION AND CONNECTION OF NEW HDPE LINE, EXPOSE

EXISTING WATERLINE, PLUG AND ABANDON PER DETAIL

PLUG EXISTING LINE EVERY 500'

SEE NOTE 1

TRENCH PLUG

(INSTALL EVERY 1000')

UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)

UNK(B)

UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)

UNK(B)

W(B) W(B)

W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B)

' W

: 2

: 1

2 PC

: 1 7+

: 2

: 1

: 2

PRC: 17+20.91

PRC: 18+05.08

BRUSH CREEK ROAD

R AD:50' R AD:50'

EXISTING DUCTILE IRON WATERLINE

PROPOSED 24" HDPE WATERLINEEXISTING ADAM'S RIB

HEADQUARTERS PRV

SEE CONNECTION #2 DETAIL

SEE SHEET 7 FOR PRV IMPROVEMENTS

R AD:3000'

RAD:5000'

FLUSHING HYDRANTS

(SEE CONNECTION #2 DETAIL)

EAGLE COUNTY COLORADO

PARCEL NO. 2109-231-00-012

ACCESS POINT #2

feetscale

30 6030

STA. 17+00 TO 26+00

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Description DateSEH Project Revision Issue

Rev.# Description Date

SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER

THE LAWS OF THE STATE OF STATE. PLAN AND PROFILE (3)

STA. 17+00 TO 26+00

BRUSH CREEK TRANSMISSION MAIN

AND SCHOOL HOUSE PRV PHASE 1

EAGLE, COLORADO427544/30/2025DATE LICENSE NO.

26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00

1.6%

1.2%

RADIUS: 4969'

=2 9+

RADIUS: 12731'

=3 3+

1.6%

1.2%

RADIUS: 4969'

=2 9+

RADIUS: 12731'

=3 3+

EXISTING GRADE

6' MIN. BURY DEPTH

24" DR11 HDPE TRENCH PLUG

(INSTALL EVERY 1000')

NOTE 1:

CONTRACTOR TO POTHOLE AREA AHEAD OF CONSTRUCTION TO

VERIFY EXISTING WATERLINE LOCATION, MARK LOCATION AND

BACKFILL. CONTRACTOR TO RETURN TO POTHOLE LOCATION AFTER

FINAL INSTALLATION AND CONNECTION OF NEW HDPE LINE, EXPOSE

EXISTING WATERLINE, PLUG AND ABANDON PER DETAIL

PLUG EXISTING LINE EVERY 500'

SEE NOTE 1

PLUG EXISTING LINE EVERY 500'

SEE NOTE 1

UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)

P-OH

UNK(B)

UNK(B) UNK(B) UNK(B) UNK(B) UNK(B) UNK(B) UNK(B) UNK(B) UNK(B)

W(B) W(B)

W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B)

W(B) W(B)

29 00

30 00

: 3

: 2

: 3

: 2

20' W

ATER

LIN

EASEM

BRUSH CREEK ROAD

EXISTING DUCTILE IRON WATERLINE

PROPOSED 24" HDPE WATERLINE

SED

50'

EASEM

EAGLE COUNTY COLORADO

PARCEL NO. 2109-231-00-012

ACCESS POINT #3

R AD:1000'

R AD:200'

feetscale

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STA. 26+00 TO 35+00

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Description DateSEH Project Revision Issue

Rev.# Description Date

SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER

THE LAWS OF THE STATE OF STATE. PLAN AND PROFILE (4)

STA. 26+00 TO 35+00

BRUSH CREEK TRANSMISSION MAIN

AND SCHOOL HOUSE PRV PHASE 1

EAGLE, COLORADO427544/30/2025DATE LICENSE NO.

35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00

RADIUS: 19582'

=4 1+

RADIUS: 19582'

=4 1+

2.5%

1.9%

EXISTING GRADE

6' MIN. BURY DEPTH

24" DR11 HDPE

NOTE 1:

CONTRACTOR TO POTHOLE AREA AHEAD OF CONSTRUCTION TO

VERIFY EXISTING WATERLINE LOCATION, MARK LOCATION AND

BACKFILL. CONTRACTOR TO RETURN TO POTHOLE LOCATION AFTER

FINAL INSTALLATION AND CONNECTION OF NEW HDPE LINE, EXPOSE

EXISTING WATERLINE, PLUG AND ABANDON PER DETAIL

PLUG EXISTING LINE EVERY 500'

SEE NOTE 1 PLUG EXISTING LINE EVERY 500'

SEE NOTE 1

TRENCH PLUG

(INSTALL EVERY 1000')

UNK(B)

UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)

UNK(B)

W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B)

36 00

37 00

38 00

39 00

40 00

: 3

: 4

20' W

ATER

LIN

EASEM

BRUSH CREEK ROAD

SED

50'

EASEM

81 6982

6983 69

89 69

96 69

97 69 98 6999

EAGLE COUNTY COLORADO

PARCEL NO. 2109-231-00-012

PROPOSED 24" HDPE WATERLINE

R ADIUS:1000'

R ADIUS:5000'

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STA. 35+00 TO 44+00

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Description DateSEH Project Revision Issue

Rev.# Description Date

SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER

THE LAWS OF THE STATE OF STATE. PLAN AND PROFILE (5)

STA. 35+00 TO 44+00

BRUSH CREEK TRANSMISSION MAIN

AND SCHOOL HOUSE PRV PHASE 1

EAGLE, COLORADO427544/30/2025DATE LICENSE NO.

44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00

EXISTING GRADE

1.9%

6' MIN. BURY DEPTH

24" DR11 HDPE

STA: 45+75

16"X8" FUSED

HDPE TEE AND

8"X6" REDUCER

PLUG EXISTING LINE EVERY 500'

SEE NOTE 1

PLUG EXISTING LINE EVERY 500'

SEE NOTE 1

TRENCH PLUG

(INSTALL EVERY 1000')

NOTE 1:

CONTRACTOR TO POTHOLE AREA AHEAD OF CONSTRUCTION TO

VERIFY EXISTING WATERLINE LOCATION, MARK LOCATION AND

BACKFILL. CONTRACTOR TO RETURN TO POTHOLE LOCATION AFTER

FINAL INSTALLATION AND CONNECTION OF NEW HDPE LINE, EXPOSE

EXISTING WATERLINE, PLUG AND ABANDON PER DETAIL

P-OH

UNK(B)

UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)

UNK(B)

W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B)

: 4

20' W

ATER

LIN

EASEM

BRUSH CREEK ROAD

SED

50'

EASEM

14 70

EAGLE COUNTY COLORADO

PARCEL NO. 2109-231-00-012

HYDRANT LATERAL

(SEE DETAIL)

STA: 45+75

24"X8" FUSED

HDPE TEE AND

8"X6" REDUCER

TAP 1 12" HDPE SERVICE INTO LATERAL

INSTALL (2) 6" GATE VALVES

LOCATE AND TAP INTO

EXISTING SERVICE LINE

PRIOR TO ROAD CROSSING

PROPOSED 24" HDPE WATERLINE

R ADIUS:1000'R ADIUS:2000'

feetscale

30 6030

STA. 44+00 TO 53+00

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-d ra w in gs

\1 0-

C iv il\ ca d\ dw g\ sh ee t\P ha se

9_ P-

(2 ).d w g

Rev.#

Drawn By

Checked By

Description DateSEH Project Revision Issue

Rev.# Description Date

SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER

THE LAWS OF THE STATE OF STATE. PLAN AND PROFILE (6)

STA. 44+00 TO 53+00

BRUSH CREEK TRANSMISSION MAIN

AND SCHOOL HOUSE PRV PHASE 1

EAGLE, COLORADO427544/30/2025DATE LICENSE NO.

PROPOSED

24" HDPE

WATERLINE

53+00 54+00 55+00 56+00

EXISTING GRADE

1.9%

6' MIN. BURY DEPTH

24" DR11 HDPE

UTILITY CROSSINGS

CONTRACTOR TO

VERIFY LOCATIONS

SEE CONNECTION 3 DETAIL

COORDINATE WITH OWNER

TO REMOVE POTENTIAL

LOWSPOT IN THIS AREA

6' D

A R

V M

C O

N N

O N

#3 D

HYDRANT TEE

ROAD

XING

SEE NOTE

THIS

SHEET

'TRENCH PLUG'

AT PROJECT END

NOTE 1:

CONTRACTOR TO POTHOLE AREA AHEAD OF CONSTRUCTION TO

VERIFY EXISTING WATERLINE LOCATION, MARK LOCATION AND

BACKFILL. CONTRACTOR TO RETURN TO POTHOLE LOCATION AFTER

FINAL INSTALLATION AND CONNECTION OF NEW HDPE LINE, EXPOSE

EXISTING WATERLINE, PLUG AND ABANDON PER DETAIL

P-OH

U N

K( B)

U N

K( B)

UNK(B)

UNK(D) UNK(D) UNK(D) UNK(D)

G (B

W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B) W(B)

51 00

52 00

53 00

R O

20' W

ATER

LIN

EASEM

END PROJECT

APPROX. STA. 55+40

TIE-INTO EXISTING WATERLINE

SED

50'

EASEM

14 70

EAGLE COUNTY COLORADO

PARCEL NO. 2109-231-00-012

EXISTING 30'EASEMENT

REMOVE EXISTING AIR RELEASE

VALVE/VAULT AND BUTTERFLY VALVE

(APPROXIMATE LOCATION)

PROPOSED 24" HDPE WATERLINE

R ADIUS:150'

feetscale

30 6030

STA. 53+00 TO 56+00

Sa ve

: 4 /3

jt ow ns en d

Pl ot

: 4 /3

:\A E\

5-fin al -d sg n\

-d ra w in gs

\1 0-

C iv il\ ca d\ dw g\ sh ee t\P ha se

9_ P-

(2 ).d w g

Rev.#

Drawn By

Checked By

Description DateSEH Project Revision Issue

Rev.# Description Date

SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER

THE LAWS OF THE STATE OF STATE. PLAN AND PROFILE (7)

STA. 53+00 TO 56+00

BRUSH CREEK TRANSMISSION MAIN

AND SCHOOL HOUSE PRV PHASE 1

EAGLE, COLORADO427544/30/2025DATE LICENSE NO.

SEE CONNECTION #3 DETAIL

SEE NOTES THIS SHEET

NOTES:

1.CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ROW

PERMIT AT ROAD CROSSING

2.CONTRACT SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL

ON HARDSCRABBLE ROAD DURING CONSTRUCTION. A MINIMUM

OF ONE LANE OF THROUGH TRAFFIC SHALL BE MAINTAINED AT

ALL TIMES.

3. MCKENZIE DITCH SHALL BE RE-GRADED TO ITS ITS EXISTING

CONDITION AFTER CONSTRUCTION IS COMPLETE

4. ALL FENCING AND GATES SHALL BE RESET OR REPLACED

AFTER CONSTRUCTION AT THE CONTRACTORS EXPENSE.

TEMPORARY FENCING IS REQUIRED FOR LIVESTOCK CONTROL

SW1/4

SEC. 1

T5S , R

SE1/4

SEC. 1

T5S , R

N88 ° 0

.00 "E

.86

S89 ° 5

.00 "E

.65

20 00

BRUSH CREEK ROAD

HARDSCRABBLE

MOUNTAIN

OAD

SALT

REEK R

OAD

SHEET #15EAGLE COUNTY COLORADO

PARCEL NO. 2109-112-00-006

EAGLE COUNTY COLORADO

PARCEL NO. 2109-231-00-012

PROPERTY LINE

HEADQUARTERS PRV

PROJECT ACCESS POINT #2

INSTALL TRACKING PAD

SEE DETAIL, THIS SHEET

PROJECT ACCESS POINT #4

INSTALL TRACKING PAD

SEE DETAIL, THIS SHEET

LIMIT OF DISTURBANCE

(40' TYP)

PROJECT ACCESS POINT #1

INSTALL TRACKING PAD

SEE DETAIL, THIS SHEET

PROJECT ACCESS POINT #3

INSTALL TRACKING PAD

SEE DETAIL, THIS SHEET

LIMIT OF

DISTURBANCE

LIMIT OF

DISTURBANCE

REMOVE TOPSOIL AND

BERM INSIDE OF LIMIT

OF DISTURBANCE

18" MIN HEIGHT

SPOILS

2' MIN.

TRENCH EXCAVATION

Sa ve

: 4 /1

jt ow ns en d

Pl ot

: 4 /3

:\A E\

5-fin al -d sg n\

-d ra w in gs

\1 0-

C iv il\ ca d\ dw g\ sh ee t\P ha se

O N

C O

O L.

dw g feetscale

200 400200

Rev.#

Drawn By

Checked By

Description DateSEH Project Revision Issue

Rev.# Description Date

EROSION CONTROL PLAN

BRUSH CREEK TRANSMISSION MAIN

AND SCHOOL HOUSE PRV PHASE 1

EAGLE, COLORADO427544/30/2025

I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED LICENSE PROFESSIONAL UNDER

THE LAWS OF THE STATE OF STATE.

DATE LICENSE NO.

EROSION CONTROL TYPICAL SECTION DETAIL

Sheets and Views

1 PHASE 1 TITLE

2 PAST PROJECT SUMMARY

3 GENERAL NOTES

4 DETAILS (1)

5 DETAILS (2)

6 SCHOOLHOUSE PRV

7 HEADQUARTERS PRV

8 KEY MAP

9 PLAN AND PROFILE (1)

10 PLAN AND PROFILE (2)

11 PLAN AND PROFILE (3)

12 PLAN AND PROFILE (4)

13 PLAN AND PROFILE (5)

14 PLAN AND PROFILE (6)

15 PLAN AND PROFILE (7)

16 EROSION CONTROL

File details come from the government source that posted it. Updated May 2, 2025.