QUAIL DRIVE WATER LOOP Drawings_3-6-25.pdf

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LOCATION MAP

NO SCALE

TOWN OF FRASER, COLORADO

MARCH 2025

QUAIL DRIVE WATER LOOP

VICINITY MAP

1" = 60'

LEGEND*

LIST OF DRAWINGS

G-001 COVER SHEET

G-002 GENERAL NOTES

C-100 CONTROLS AND SEQUENCING PLAN

C-101 PROPOSED WATER LOOP PLAN (NORTH)

C-102 PROPOSED WATER LOOP PLAN (EAST)

D-100 CIVIL DETAILS

D-101 CIVIL DETAILS

EXISTING FIBER OPTIC LINE

EXISTING MAJOR CONTOUR

EDGE OF ASPHALT

EXISTING GAS LINE

PROPERTY LINE

EXISTING MINOR CONTOUR

ISSUED FOR BID

EASEMENT LINE

FENCE

FO FO

EXISTING OVERHEAD ELECTRIC

EXISTING RAW WATER LINE

EXISTING CABLE TELEVISION LINE

EXISTING OVERHEAD CABLE TELEVISION LINE

EXISTING SANITARY SEWER LINE

These designs, plans, and contract documents are reviewed for concept and general conformance to the Town's minimum standards only, and the responsibility for design adequacy shall remain with the Engineer of Record.

This review does not imply responsibility by either the Town of Fraser or the Town's Engineer for completeness, accuracy or correctness of calculations. The review does not imply that quantities of items indicated on the Plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the Town of Fraser or any of the reviewing parties for additional items and additional quantities of items shown that may be required during the construction phase.

By Town Engineer

By

By

Town of Fraser

East Grand Fire Protection District #4

Note: East Grand Fire Protection District #4 signature line shall only be required on projects extending or modifying Fraser's Water Distribution System.

Date

Date

Date

Approved for construction within one (1) year of the earliest of these dates:

STANDARD ABBREVIATIONS

ELECTRICE, ELEC

EXISTINGEXIST

CENTERLINECL

CONCRETECONC

GATE VALVEGV

POLYVINYL CHLORIDE (PIPE)PVC

MANHOLEMH

POWER POLEPP

OVERHEAD ELECTRICOE

THRUST BLOCK

TYPICAL

TB

TYP

W WATER

SANITARYSAN

W/ WITH

MINIMUMMIN

TOP OF PIPETOP

ELBOW FITTINGELL

DEMOLISHDEMO

LINEAR FEETLF

EXISTING GRADE

VALVE BOX AND COVERBOX

RIGHT OF WAYROWEG

DRAWINGDWG

NOT TO SCALEN.T.S

APPROXIMATEAPPROX

EASTINGE

NORTHINGN

SQUARE FEETSQ. FT.

STATIONSTA

ELEVATIONEL

VERTICALVERT

GASG

EXISTING WATER LINE

EXISTING UNDERGROUND TELEPHONE

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REV REVISION DESCRIPTION DATE DSGN CHKD APPR

PE STAMP

FOR AND ON BEHALF OF MERRICK AND COMPANY

2480 W. 26TH AVENUE, UNIT B225, DENVER, COLORADO, 80211

TEL. 303-964-3333

www.merrick.com

OF

DRAWING NO.

DATE

PROJECT NUMBER

MARCH 2025

120492-14

QUAIL DRIVE WATER LOOP

TOWN OF FRASER, COLORADO

TITLEDESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET

CALL BEFORE YOU DIG OWNER / CLIENT

0 1

MERRICKR

SCALE BAR

BAR IS ONE INCH

ON ORIGINAL

DRAWING

IF NOT ONE INCH ON

THIS DRAWING

ADJUST SCALES

ACCORDINGLY

GHS

DRS

GHS

COVER SHEET G-001

SITE NORTH

SITE EAST

PROPOSED WATER LINE

PROPOSED EASEMENT LINE

W

E

EXISTING BUILDING

EDGE OF CONCRETE

SIGN

TELEPHONE PEDESTAL

ELECTRIC METER

GAS METER

SANITARY SEWER MANHOLE

WATER VALVE

POWER POLE

ELECTRIC PEDESTAL

COMMUNICATIONS CABINET

RAW WATER VALVE

C

TREE

CURB STOP

EXISTING WATER SERVICE LINE

EXISTING SANITARY SEWER SERVICE (APPROXIMATE)

GENERAL NOTES

1. THE CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL PERMITS

NECESSARY AS APPLICABLE TO COMPLETE THE WORK AND SHALL COMPLY WITH

ALL LOCAL, STATE AND FEDERAL REGULATIONS. THESE MAY INCLUDE BUT ARE

NOT LIMITED TO A RIGHT-OF-WAY ACCESS PERMIT FROM THE TOWN OF FRASER,

DEWATERING DISCHARGE PERMIT, AND A CDPHE CONSTRUCTION STORMWATER

MANAGEMENT PLAN PERMIT.

2. CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL APPLICABLE

CODES, LICENSES, STANDARDS, SPECIFICATIONS, BONDS, ETC. WHICH ARE

NECESSARY TO PERFORM THE PROPOSED WORK.

3. HOURS OF OPERATION: CONSTRUCTION OPERATIONS SHALL BE ALLOWED

BETWEEN 7:00 AM AND 6:00 PM ON WEEKDAYS AND WITH 48 HOURS ADVANCED

NOTICE AND PERMISSION OF OWNER AND/OR ENGINEER ON WEEKENDS, NIGHTS,

AFTERHOURS, AND HOLIDAYS.

4. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE

LATEST STANDARDS AND SPECIFICATIONS FOR THE APPROPRIATE GOVERNING

AGENCY. THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT THE JOB SITE AT

ALL TIMES THE APPROPRIATE GOVERNING AGENCY'S PUBLIC WORKS MANUAL, ALL

APPROVED EASEMENT AGREEMENTS, AND ONE (1) SIGNED COPY OF THE PLANS

AS APPROVED BY THE APPROPRIATE GOVERNING AGENCY. THE CONTRACTOR

SHALL OBTAIN WRITTEN APPROVAL FROM THE APPROPRIATE GOVERNING AGENCY

FOR ANY VARIANCE TO THE ABOVE DOCUMENTS.

5. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR

CONDITIONS AT AND ADJACENT TO THE JOB SITE INCLUDING THE SAFETY OF ALL

PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS

REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL

WORKING HOURS AND MUST COMPLY WITH OSHA REGULATIONS.

6. THE CONTRACTOR SHALL REPAIR ANY EXCAVATIONS OR PAVEMENT

FAILURES CAUSED BY THEIR CONSTRUCTION.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND

REPLACEMENT OF ALL MATERIALS WITHIN THE DEDICATED RIGHT-OF-WAY AND ALL

MATERIALS AND WORKMANSHIP SHALL MEET THE ROADWAY DESIGN AND

CONSTRUCTION STANDARDS OF THE APPROPRIATE GOVERNING AGENCY.

8. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION AT LEAST 24

HOURS PRIOR TO THE START OF CONSTRUCTION. THE APPROPRIATE FIRE

DEPARTMENT SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY

STREET CLOSURES AND IN THE EVENT THAT ANY FIRE HYDRANTS ARE TO BE

TEMPORARILY OR PERMANENTLY REMOVED FROM SERVICE. THE CONTRACTOR

SHALL ALSO BE RESPONSIBLE FOR PROVIDING AT LEAST 48 HOURS ADVANCED

NOTICE OF ANY NEED TO SHUT DOWN ANY PORTION OF THE EXISTING WATER

SYSTEM AND FOR OBSERVATIONS AND/OR INSPECTIONS REQUIRED.

9. THE CONTRACTOR IS REQUIRED TO PROVIDE AS-CONSTRUCTED

HORIZONTAL AND VERTICAL CONSTRUCTION INFORMATION, INCLUDING THE

LOCATIONS OF ALL SANITARY LINES AND SERVICES, WATER LINES AND SERVICES,

AND OTHER UTILITY LINES AND SERVICES TO THE ENGINEER FOR PREPARATION

OF AS-BUILT DOCUMENTS.

10. LIMITS OF CONSTRUCTION AND RIGHTS-OF-WAY SHALL BE DELINEATED

WITH TEMPORARY STAKING BY THE CONTRACTOR. SAFETY FENCING SHALL BE

PER APPROPRIATE GOVERNING AGENCY.

11. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY TO THE

PROJECT WORK SITE.

12. CONTRACTOR SHALL MAKE EVERY EFFORT TO LIMIT DISTURBANCE AREAS

AND MAINTAIN STOCKPILES, CONSTRUCTION ACTIVITY, AND

EQUIPMENT/MATERIALS STAGING TO WITHIN THE LIMITS OF CONSTRUCTION AND

OUTSIDE OF PRIVATE PROPERTY AREAS.

13. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND MAKE ALL

INSPECTIONS NECESSARY IN ORDER TO DETERMINE THE FULL EXTENT OF THE

WORK REQUIRED TO MAKE THE PROPOSED WORK CONFORM TO THE DRAWINGS

AND SPECIFICATIONS. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE

NATURE AND LOCATION OF THE WORK, CONDITIONS, AND CONFIRMATION AND

CONDITION OF EXISTING GROUND SURFACE AND THE CHARACTER OF THE

EQUIPMENT AND FACILITIES NEEDED PRIOR TO AND DURING EXECUTION OF THE

WORK. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE CHARACTER,

QUANTITY AND QUALITY OF SURFACE AND SUBSURFACE MATERIALS OR

OBSTACLES TO BE ENCOUNTERED. ANY INACCURACIES OR DISCREPANCIES

BETWEEN THE DRAWINGS AND SPECIFICATIONS MUST BE BOUGHT TO THE

OWNER'S ATTENTION IN ORDER TO CLARIFY THE EXACT NATURE OF THE WORK TO

BE PERFORMED PRIOR TO THE COMMENCEMENT OF ANY WORK.

14. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO THE

EXISTING ROADS AND UTILITIES WHICH OCCURS AS A RESULT OF THE PROJECT

CONSTRUCTION WITHIN OR CONTIGUOUS TO THE EXISTING RIGHT-OF-WAY.

15. THE APPROVAL OF THIS PLAN SHALL IN NO WAY GRANT PERMISSION FOR

THE CONTRACTOR TO TRESPASS ON OFF-SITE PROPERTIES.

16. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE

CONTRACTOR OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE, AND

FEDERAL LAWS AND REGULATIONS

17. THESE PLANS MAKE NO REPRESENTATION AS TO THE SUBSURFACE

CONDITIONS AND THE PRESENCE OF SUBSURFACE WATER OR THE NEED FOR

SUBSURFACE DRAINAGE FACILITIES.

18. THE CONTRACTOR SHALL PROVIDE MATERIALS TESTING SERVICES TO

CONFORM WITH REGULATORY REQUIREMENTS AND TOWN CODE TO INCLUDE, BUT

NOT LIMITED TO TESTING OF CONCRETE, ASPHALT, SOIL SAMPLING/PROCTORS,

BACKFILL COMPACTION, SUBGRADE BEARING CAPACITY, AND PROOF-ROLLING.

CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING ALL NECESSARY

INSPECTIONS AND COORDINATION WITH THE SOILS ENGINEER TO PERFORM

TESTING AT NO COST TO THE OWNER. CONTRACTOR SHALL PROVIDE MATERIALS

TESTING REPORTS FOR REVIEW AND RECORD TO THE OWNER AND ENGINEER.

19. EMERGENCY VEHICLE ACCESS SHALL BE MAINTAINED DURING ALL PHASES

OF CONSTRUCTION IN CONCURRENCE WITH THE LOCAL EMERGENCY AGENCIES.

20. ALL FINISHED GRADING, SEEDING, SODDING OR PAVING SHALL BE DONE IN

SUCH A MANNER TO PRECLUDE THE PONDING OF WATER.

21. THE ENGINEER SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND

SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,

TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND

PROGRAMS IN CONNECTION WITH THE WORK SHOWN ON THESE PLANS. THE

ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULES OR

FAILURE TO CARRY OUT THE WORK. THE ENGINEER IS NOT RESPONSIBLE FOR

ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR THEIR

AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF

THE WORK.

22. AFTER ACCEPTANCE BY THE OWNER, PUBLIC IMPROVEMENTS DEPICTED IN

THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND

WORKMANSHIP DEFECTS FOR A PERIOD OF TWO YEARS FROM THE DATE OF

ACCEPTANCE.

23. ANY NEW PAVEMENT OPENED TO TRAFFIC SHALL RECEIVE A TACK COAT

PRIOR TO PLACEMENT OF ANY OVERLYING ASPHALT COURSE.

24. CONTRACTOR SHALL COORDINATE REMOVAL OR RELOCATION OF ALL

EXISTING UNDERGROUND AND OVERHEAD ELECTRICAL, GAS, TELEPHONE AND

CABLE TV LINES WITH THE APPLICABLE JURISDICTIONAL AUTHORITY.

25. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENTS AND/OR

RECONSTRUCTION OF ALL UTILITY COVER (MANHOLE FRAMES AND COVERS,

VALVE BOX COVERS, ETC.) TO MATCH THE FINISHED GRADES OF THE AREAS

EFFECTED BY THE CONSTRUCTION.

26. DURING CONSTRUCTION, NO TEMPORARY CONNECTIONS TO FIRE

HYDRANTS MAY BE MADE WITHOUT THE EXPRESS AUTHORIZATION OF THE UTILITY

OWNER.

27. UNLESS OTHERWISE NOTED, ALL REMOVAL ITEMS WILL BECOME THE

PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF PROPERLY.

28. SUBMITTALS SHALL BE PROVIDED FOR REVIEW PRIOR TO USE FOR ALL

MATERIALS TO BE INCORPORATED INTO THE PROJECT. THE CONTRACTOR SHALL

REVIEW ALL SUBMITTAL PRIOR TO SUBMITTING TO THE TOWN AND ENGINEER. AT

NO TIME SHALL MATERIALS BE SUBSTITUTED FROM THOSE INDICATED IN THE

CONTRACT DOCUMENTS UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE

TOWN OR ENGINEER PRIOR TO USE.

EROSION CONTROL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A

STORMWATER MANAGEMENT PLAN (SWMP), IF REQUIRED BY THE WATER QUALITY

CONTROL DIVISION OF THE CDPHE. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR ALL COSTS RELATED TO THE PLAN AND PERMIT.

2. THE EROSION CONTROL MEASURES SHALL BE INSPECTED DURING AND

AFTER EACH RUNOFF EVENT, WITH REPAIRS BEING MADE AND EXCESS SEDIMENT

REMOVED AS NEEDED. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING

SEDIMENT FROM TRAVELING OFF-SITE OR TO NEARBY WATER SOURCES.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE ALL

APPROPRIATE PERMITS FOR STORM WATER DISCHARGES ASSOCIATED WITH

CONSTRUCTION ACTIVITY HAVE BEEN OBTAINED PRIOR TO START OF

CONSTRUCTION.

4. ALL APPLICABLE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

INSTALLED PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL BE

RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL TEMPORARY

WATER DIVERSION/CONTROL DEVICES AND EROSION CONTROL DEVICES

NECESSARY TO PROTECT ADJACENT PROPERTIES, WATERWAYS AND PUBLIC

RIGHT-OF-WAY UNTIL PROJECT COMPLETION AND PERMANENT STABILIZATION OF

ALL DISTURBED AREAS.

5. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD AND

CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE FLOWLINES AND

RIGHTS-OF-WAY BEYOND THE CONSTRUCTION LIMITS AS A RESULT OF THIS

PROJECT. SUCH REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER.

6. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER

POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL

CONSTRUCTION OPERATIONS THAT ARE A PART OF THIS PROJECT. THE

CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE

IMPACTS TO ADJACENT WATERWAYS, WETLANDS, ETC., RESULTING FROM WORK

DONE AS A PART OF THIS PROJECT.

7. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND

RESTORED TO A FULLY STABILIZED CONDITION, OR TO THE GRADES AND

CONDITION AS REQUIRED BY THESE PLANS. EXISTING FENCES, TREES, STREETS,

SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND

IMPROVEMENTS DESTROYED, DAMAGED, OR REMOVED DUE TO CONSTRUCTION

OF THIS PROJECT SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE

CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS.

8. THE CONTRACTOR SHALL INSURE THAT ALL CUT AND FILL MATERIAL

IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO

PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC

RIGHTS-OF-WAY.

9. THE TOWN OF FRASER WILL MAKE WATER AVAILABLE FOR CONTRACTORS

USE FOR THIS PROJECT AT FIRE HYDRANTS LOCATED IN THE TOWN. THE

CONTRACTOR WILL NOT BE CHARGED FOR THE USE OF THIS WATER AS LONG AS IT

IS PROPERLY USED AND NOT WASTED. THE CONTRACTOR WILL BE RESPONSIBLE

FOR TRANSPORTING THE WATER FROM THE FIRE HYDRANTS. APPROVED

BACKFLOW PREVENTION DEVICES SHALL BE USED AT POINTS OF CONNECTION TO

THE TOWN'S SYSTEM.

10. THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL OCCUR IN A

PREDETERMINED CONTAINMENT AREA. THE DISCHARGE OF WATER CONTAINING

CEMENT TO THE STORM SEWER SYSTEM IS PROHIBITED.

11. WHEN TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES ARE TO

BE REMOVED, ANY SILT AND SEDIMENT DEPOSITS SHALL BE REMOVED.

12. ANY CONSTRUCTION DEBRIS OR MUD TRACKING IN THE PUBLIC

RIGHT-OF-WAY RESULTING FROM THIS PROJECT SHALL BE REMOVED

IMMEDIATELY BY THE CONTRACTOR. THE CONTRACTOR SHALL IMMEDIATELY FIX

ANY EXCAVATIONS OR PAVEMENT FAILURES CAUSED BY THE WORK AND SHALL

PROPERLY BARRICADE THE SITE UNTIL CLEAN UP OR REPAIR IS COMPLETE.

13. PROTECT ALL EXISTING TREES AND VEGETATION. PLACE CONSTRUCTION

FENCING AROUND TREES AND PLANTS NEAR THE WORK ZONE.

TRAFFIC CONTROL

1. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL

PLAN, IN ACCORDANCE WITH MUTCD, TO THE TOWN OF FRASER PUBLIC WORKS

DEPARTMENT, FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN,

OR AFFECTING, THE RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED

BY THE CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL KEEP TRAFFIC AREAS FREE OF EXCAVATED MATERIAL,

CONSTRUCTION EQUIPMENT, AND OTHER MATERIALS AND EQUIPMENT.

3. KEEP FIRE HYDRANTS AND WATER CONTROL VALVES FREE FROM

OBSTRUCTION AND AVAILABLE FOR USE AT ALL TIMES.

4. CONTRACTOR SHALL MAKE EVERY EFFORT TO MAINTAIN ACCESS TO

PRIVATE PROPERTY AND BUSINESSES AT ALL TIMES. WHEN ACCESS TO PRIVATE

DRIVEWAYS MUST BE TEMPORARILY RESTRICTED DUE TO CONSTRUCTION

OPERATIONS, NOTIFY THE PROPERTY OWNER OR RESPONSIBLE PARTY OF SUCH

CLOSURE NOT LESS THAN 24 HOURS IN ADVANCE OF CLOSURE.

5. CONTRACTOR TO PROVIDE ALTERNATIVE MEANS OF INGRESS AND EGRESS

TO PRIVATE PROPERTY AND BUSINESS LOCATIONS AS NECESSARY.

6. NOTIFY THE FIRE DEPARTMENT, POLICE/SHERIFF DEPARTMENT, HIGHWAY

PATROL, AMBULANCE SERVICE, LOCAL SCHOOL DISTRICT, AND TRANSIT 14 DAYS

BEFORE CLOSING ROADWAY OR PORTION THEREOF. NOTIFY SAID DEPARTMENTS

OR AGENCIES WHEN STREETS ARE AGAIN PASSABLE FOR VEHICLES.

7. THE CONTRACTOR SHALL PROVIDE ALL SIGNS, BARRICADES, FLAGMEN,

LIGHTS OR OTHER DEVICES NECESSARY FOR SAFE TRAFFIC CONTROL IN

ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES AND AS MODIFIED BY THE COLORADO SUPPLEMENT TO THE

MUTCD. A CONTROL PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE

APPROPRIATE GOVERNING AGENCY PRIOR TO THE ISSUANCE OF ANY

RIGHT-OF-WAY ACCESS CONSTRUCTION PERMIT.

SURVEY AND UTILITY NOTES:

1. TOPOGRAPHIC AND UTILITY SURVEY INFORMATION HAS BEEN PROVIDED

FROM FIELD SURVEYS PERFORMED BY COBB, FENDLEY & ASSOCIATES IN SUMMER

OF 2024. COORDINATE DATUM: PROJECT COORDINATES ARE MODIFIED COLORADO

STATE PLANE NORTH ZONE NAD 83 (2011). THE COMBINED SCALE FACTOR USED TO

MODIFY THE COORDINATES FROM PROJECT COORDINATES TO STATE PLANE

COORDINATES IS 0.999563462.

2. COBB, FENDLEY & ASSOCIATES HAS PROVIDED CONTROL POINT #99 NOTED

ON THESE PLANS FOR CONTRACTORS USE.

3. THE CONTRACTOR SHALL ESTABLISH ADDITIONAL CONSTRUCTION SURVEY

CONTROL AND STAKE PROPERTY LINES AS REQUIRED.

4. THE CONTRACTOR SHALL CONTACT THE NATIONWIDE UTILITY HOTLINE

(811), UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987, AND/OR

LOCAL UTILITY LOCATE SERVICES TO REQUEST LOCATES OF ALL UNDERGROUND

UTILITIES AT LEAST 72 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITIES.

5. UTILITY CONFLICTS: ALL EXISTING UTILITIES SHOWN, CURB STOP

LOCATIONS, AND INDIVIDUAL SERVICE SIZES WERE COMPILED USING THE BEST

AVAILABLE INFORMATION AND FIELD OBSERVATION. MERRICK AND COMPANY

DOES NOT GUARANTEE THE LOCATION OR SIZE OF UNDERGROUND UTILIZES

SHOWN HEREON. CONTRACTOR TO BE RESPONSIBLE FOR FIELD VERIFYING THE

LOCATION OF AND PROTECTING ALL EXISTING UTILITIES, INCLUDING THOSE NOT

SHOWN OR SHOWN INCORRECTLY ON THE PLANS. ANY DAMAGE TO EXISTING

UTILITIES SHALL BE REPAIRED IN A TIMELY FASHION TO THE SATISFACTION OF THE

APPROPRIATE GOVERNING AGENCY AND THE OWNER OF THE IMPACTED UTILITY

AT THE CONTRACTOR'S EXPENSE.

6. EXISTING UTILITIES ARE DEPICTED ACCORDING TO THE BEST AVAILABLE

INFORMATION THAT WAS PROVIDED BY THE UTILITY OWNERS AND SURFACE

FEATURES OBSERVED AT THE TIME OF THE SURVEY. RELIANCE UPON THIS DATA

DOES NOT RELIEVE THE CONTRACTOR FROM FOLLOWING ALL APPLICABLE UTILITY

DAMAGE PREVENTION STATUES, POLICES, AND/OR PROCEDURES DURING

CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTOR

ACTIVITIES WITH ANY AFFECTED UTILITY COMPANY.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES

AND/OR POTHOLING OF EXISTING UTILITIES PRIOR TO BEGINNING OF ANY

CONSTRUCTION ON THE PROJECT. IF CONFLICTS ARE DISCOVERED AS A RESULT

OF TEST HOLE FINDINGS, NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY

INCLUDING PIPE TYPE, SIZE, CONDITION, ELEVATION, AND LOCATION.

8. QUALITY LEVEL DESCRIPTIONS: SUBSURFACE UTILITIES ARE SHOWN IN

APPROXIMATE HORIZONTAL AND VERTICAL LOCATIONS CONSISTENT WITH ASCE 38

QUALITY LEVELS A, B, C, AND D AS NOTED ON PLANS.

A. QUALITY LEVEL A: PRECISE HORIZONTAL AND VERTICAL LOCATION OF

UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF

PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND SUBSEQUENT

MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT.

MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT IS TYPICALLY USED TO MINIMIZE

THE POTENTIAL FOR UTILITY DAMAGE. A PRECISE HORIZONTAL AND VERTICAL

LOCATION, AS WELL AS OTHER UTILITY ATTRIBUTES, IS SHOWN IN CONTRACT

DOCUMENTS.

B. QUALITY LEVEL B: INFORMATION OBTAINED THROUGH THE APPLICATION OF

APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE

AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY

LEVEL B DATA SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT POINTS

OF THEIR DEPICTION. INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES

DEFINED BY THE PROJECT AND REDUCED ONTO CONTRACT DOCUMENTS.

C. QUALITY LEVEL C: INFORMATION OBTAINED BY SURVEYING AND PLOTTING

VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING PROFESSIONAL

JUDGEMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D

INFORMATION.

D. QUALITY LEVEL D: INFORMATION DERIVED FROM EXISTING RECORDS OR

ORAL RECOLLECTIONS.

SUPPLEMENTAL WATER NOTES:

1. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF FRASER DESIGN

CRITERIA AND CONSTRUCTION STANDARDS AS APPLICABLE. ALL WORKMANSHIP

SHALL BE SUBJECT TO INSPECTION BY THE TOWN, OR ITS REPRESENTATIVES. ONE

OR ALL OF THE PARTIES HAS THE RIGHT TO REJECT MATERIALS AND

WORKMANSHIP WHICH DO NOT CONFORM TO THE SPECIFICATIONS.

2. ALL CHEMICALS, SUBSTANCES, AND MATERIALS INTENDED TO BE USED IN A

PUBLIC WATER SYSTEM SHALL CONFORM TO NSF ANSI STANDARD 64 AND 61.

3. ANY WATER SERVICE OUTAGES SHALL BE NO LONGER THAN 24 HOURS.

ANY SERVICE OUTAGE MUST BE APPROVED IN ADVANCE BY THE TOWN OF

FRASER.

4. THE CONTRACTOR SHALL PERFORM A PRESSURE AND LEAKAGE TEST, A

TRACER WIRE CONTINUITY TEST, AND VALVE OPERATION TEST PER TOWN

STANDARDS.

5. THE CONTRACTOR SHALL PERFORM A CHLORINE AND BACTERIOLOGIC

TEST PER THE TOWN STANDARDS.

6. WHERE CONSTRUCTION OCCURS IN OR ACROSS ASPHALT OR CONCRETE

PAVEMENT, SAW CUT THE PAVEMENT FOR A CLEAN STRAIGHT EDGE TO ASSURE

PROPER PATCHING.

7. WHERE CONSTRUCTION DISTURBANCE OR EXCAVATION OCCURS ON

PRIVATE PROPERTY, REPLACE DISTURBED LANDSCAPE AND DRIVE ELEMENTS TO

AN EQUAL OR BETTER THAN PRE-CONSTRUCTION CONDITION.

8. ALL NEW WATER PIPING SHALL INCLUDE TRACER WIRE PER TOWN

STANDARDS. CONNECT TO EXISTING TRACER WIRE WHERE APPLICABLE. IF NO

TRACER EXISTS AT WATER UTILITY CONNECTION POINTS THEN STUB UP TRACER

WIRE TO TRACER WIRE TEST BOX TO BE SET NEAR THAT LOCATION OR GROUND

WITH 1.5# MAGNESIUM ANODE ROD.

9. OPEN TRENCH LENGTH SHALL NOT BE IN EXCESS OF 200-FEET PER CREW.

10. ALL PIPE LENGTHS ARE APPROXIMATE.

11. ROUGH GRADING TOLERANCE SHALL BE +/- 0.1 FEET.

12. ALL BENDS, TEES, FITTINGS, AND JOINTS SHALL BE RESTRAINED WITH

MECHANICAL JOINTS AS PER ATTACHMENT A-21 AND A-22.

13. THRUST BLOCKS WHERE NOTED SHALL BE PLACED USING A MINIMUM OF

3000 PSI (28-DAY COMPRESSIVE STRENGTH) CONCRETE PER ATTACHMENT A-20.

14. MECHANICAL RESTRAINTS, FITTINGS, DUCTILE IRON, AND BURIED METAL

PIPE COMPONENTS SHALL BE POLYWRAPPED USING V-BIO ENHANCED POLYWRAP

OR EQUAL IN ACCORDANCE WITH AWWA C105.

15. BACKFILL FOR ALL WATER MAINS AND SERVICES WITHIN THE ROAD

RIGHT-OF-WAYS AND WITHIN PRIVATE PROPERTY SHALL BE COMPACTED PER THE

TOWN STANDARDS AND RECOMMENDATIONS OF THE GEOTECHNICAL REPORT

PREPARED BY KUMAR AND ASSOCIATES DATED JUNE 25, 2024.

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.09 -G en er al No tes .dw g

Know what's below.

before you dig.Call

R

REV REVISION DESCRIPTION DATE DSGN CHKD APPR

PE STAMP

FOR AND ON BEHALF OF MERRICK AND COMPANY

2480 W. 26TH AVENUE, UNIT B225, DENVER, COLORADO, 80211

TEL. 303-964-3333

www.merrick.com

OF

DRAWING NO.

DATE

PROJECT NUMBER

MARCH 2025

120492-14

QUAIL DRIVE WATER LOOP

TOWN OF FRASER, COLORADO

TITLEDESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET

CALL BEFORE YOU DIG OWNER / CLIENT

0 1

MERRICKR

SCALE BAR

BAR IS ONE INCH

ON ORIGINAL

DRAWING

IF NOT ONE INCH ON

THIS DRAWING

ADJUST SCALES

ACCORDINGLY

GHS

DRS

GHS

GENERAL NOTES G-002

E

SS

C

TV

TV

FO

FO

FO

SSMH #10707

RIM=8547.69

8" PVC INV (N)=8540.65

8" PVC INV (E)=8541.75

8" PVC INV (S)=8540.78

SSMH #10686

RIM=8544.45

8" PVC INV (N)=8537.74

8" PVC INV (E)=8537.90

8" PVC INV (S)=8537.84

SSMH #10656

RIM=8549.85

8" PVC INV (N)=8539.83

SSMH #10606

RIM=8544.98

8" PVC INV (S)=8538.34

8" PVC INV (E)=8539.50

8" PVC INV (N)=8538.47

SSMH #10740

RIM=8539.12

8" PVC INV (N)=8532.18

8" PVC INV (S)=8532.20

WATER VALVE

RIM=8541.94

WATER VALVE

RIM=8541.89

WATER VALVE

RIM=8543.00

NUT=8536.58

EXISTING 8"

GATE VALVE #E057

RIM=8542.99

NUT=8536.82

WATER VALVE

RIM=8544.46

WATER VALVE

RIM=8544.50

WATER VALVE

RIM=8545.84

WATER VALVE

RIM=8558.21

WATER VALVE

RIM=8558.30

NUT=8550.38

WATER VALVE

RIM=8558.02

EXISTING CLOSED

GATE VALVE

RIM=8559.75

EXISTING

8"

GATE

VALVE

#E036

RIM=8557.87Q

U

AI

L D

R

IV

E

(3 0'

R .O

.W . O

R D

. 7

-8

0)

WATER VALVE

RIM=8544.42

WATER VALVE

RIM=8557.64

WATER VALVE

RIM=8557.66

SSMH #12017

RIM=8548.06

12" PVC INV (N)=8540.56

12" PVC INV (SE)=8540.66

SSMH #12016

RIM=8552.19

12" PVC INV (N)=8546.47

12" PVC INV (S)=8546.94

8" PVC INV (SE)=8546.94

CURB STOP

SHOT ON TOP VALVE BOX

RIM=8540.02

CURB

STOP

SHOT ON

TOP OF

VALVE

BOX

RIM=8541.64

WATER VALVE

SHOT ON TOP OF PIPE

RIM=8546.71

SSMH #10601

RIM=8550.37

8" PVC INV (S)=8538.85

8" PVC INV (W)=8538.97

8" PVC INV (N)=8538.96

EDGE

OF

WATER

EXISTING 8"

GATE VALVE #E037

RIM=8557.87

NUT=8549.45

SSMH #12771

RIM=8564.25

12" STL INV (SE)=8555.73

12" STL INV (NW)=8555.70

SSMH #12609

RIM=8574.18

SSMH #12610

RIM=8589.58

SSMH #12608

RIM=8569.66

6" SAN TOP (N)=8562.26

6" SAN TOP (NE)=8562.44

6" SAN TOP (E)=8562.80

6" SAN TOP (SE)=8561.16

6" SAN TOP (S)=8562.80

6" SAN TOP (SW)=8561.11

12" STL TOP (NW)=8559.56

WAPITI DRIVE

W

APITI LANE

FO

X

LA

NE

S W

AP

IT

I D R

IV

E

CP=99

N=1225071.30 E=2913594.54

ELEV=8559.09

REMOVE AND

REPLACE EXISTING

8" GATE VALVE

WITH NEW 8" MJ

GATE VALVE.

CUT IN WITH SOLID

SLEEVE MJ

RESTRAINED COUPLING

CURB STOP

SHOT ON TOP VALVE BOX

RIM=8540.02

EXISTING

GATE

VALVE

#E038

EXISTING 8"

GATE VALVE #E029

RIM=8544.03

NUT=8537.95

W

W W

W

WWWWW

CONTROLS AND SEQUENCING PLAN C-100

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.09 -C on tro ls an d S eq ue nc ing P lan .dw g

Know what's below.

before you dig.Call

R

REV REVISION DESCRIPTION DATE DSGN CHKD APPR

PE STAMP

FOR AND ON BEHALF OF MERRICK AND COMPANY

2480 W. 26TH AVENUE, UNIT B225, DENVER, COLORADO, 80211

TEL. 303-964-3333

www.merrick.com

OF

DRAWING NO.

DATE

PROJECT NUMBER

MARCH 2025

120492-14

QUAIL DRIVE WATER LOOP

TOWN OF FRASER, COLORADO

TITLEDESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET

CALL BEFORE YOU DIG OWNER / CLIENT

0 1

MERRICKR

SCALE BAR

BAR IS ONE INCH

ON ORIGINAL

DRAWING

IF NOT ONE INCH ON

THIS DRAWING

ADJUST SCALES

ACCORDINGLY

GHS

DRS

GHS

N

1" = 30' HOR.

30' 15' 30' 60'0

A

B

C

PROJECT SEQUENCING:

A. FOX LANE TO S. WAPITI WATER MAIN

B. VALVE REPLACEMENT AND CROSS INSTALLATION

1. EXCAVATE/EXPOSE/CONFIRM CONDITIONS AT EXISTING TEE IN QUAIL

DRIVE AND VALVE E037.

2. ISOLATE EFFECTED MAIN: CLOSE VALVES E036, E030, AND E057.

3. CUT/DRAIN PIPE. REMOVE AND REPLACE EXISTING VALVE E037. REMOVE

VALVES & TEE ON QUAIL DRIVE AND REPLACE WITH NEW CROSS AND

VALVES. - SINGLE DAY SHUTDOWN.

4. RECHARGE WATER MAIN

C. INSTALL NEW WATER MAIN AT NORTH SITE ALONG RIVER GREEN BELT.

ASPHALT SAWCUT

AND HOT MIX

ASPHALT PATCH

CONCRETE V-PAN

SAWCUT AND

REPLACEMENT

ASPHALT SAWCUT

HOT MIX ASPHALT PATCH

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

GATE VALVE #E030

SEE SHEET C-101

B

W

E

W

C

SSMH #10656

RIM=8549.85

8" PVC INV (N)=8539.83

SSMH #10606

RIM=8544.98

8" PVC INV (S)=8538.34

8" PVC INV (E)=8539.50

8" PVC INV (N)=8538.47

WATER VALVE

RIM=8541.94

WATER VALVE

RIM=8541.89

WATER VALVE

RIM=8543.00

NUT=8536.58

EXISTING 8"

GATE VALVE #E057

RIM=8542.99

NUT=8536.82

WATER VALVE

RIM=8544.46

WATER VALVE

RIM=8544.50

WATER VALVE

RIM=8545.84

WATER VALVE

RIM=8558.21

WATER VALVE

RIM=8558.30

NUT=8550.38

WATER VALVE

RIM=8558.02

EXISTING CLOSED

GATE VALVE

RIM=8559.75

EXISTING 8"

GATE VALVE #E036

RIM=8557.87

Q U

AI

L

D R

IV

E

(3 0'

R .O

.W . O

R D

. 7

-8

0)

WATER VALVE

RIM=8557.64

WATER VALVE

RIM=8557.66CURB STOP SHOT ON

TOP OF VALVE BOX

RIM=8541.64

SSMH #10601

RIM=8550.37

8" PVC INV (S)=8538.85

8" PVC INV (W)=8538.97

8" PVC INV (N)=8538.96

EDGE OF

WATER

EXISTING 8"

GATE VALVE #E037

RIM=8557.87

NUT=8549.45

CP=99

N=1225071.30 E=2913594.54

ELEV=8559.09

REMOVE AND

REPLACE EXISTING

8" GATE VALVE

WITH NEW 8" MJ

GATE VALVE.

CUT IN WITH SOLID

SLEEVE MJ

RESTRAINED COUPLING

CURB STOP

SHOT ON TOP VALVE BOX

RIM=8540.02

EXISTING

GATE VALVE #E038

EXISTING 8"

GATE VALVE #E029

RIM=8544.03

NUT=8537.95

W

W

W W

W W

W

W

W

6" 45° MJ ELL

6" 22.5° MJ ELL

6" 22.5° MJ ELL

8" SS TAPPING

SLEEVE WITH 6"

MJ OUTLET AND

6" MJ GATE VALVE

REMOVE/RECONNECT SERVICE

TAP WITH NEW SADDLE AND

CORP IF IN CONFLICT WITH

NEW WATER MAIN CONNECTION

EXISTING

WATER LINE

EASEMENT

20.0'

MOUNTAIN PARKS ELECTRIC, INC.

10.0' ELECTRIC EASEMENT

BOOK 229, PAGE 25

174 L.F. 6" C900 PVC

EXISTING 8" DIP

REMOVE EXISTING

TEE AND THREE VALVES.

REPLACE WITH NEW 8" MJ

CROSS FITTING AND THREE

8" MJ VALVES. INSTALL 8"

MJ PLUG ON NORTH LEG.

CUT IN WITH SOLID SLEEVE

MJ RESTRAINED COUPLINGS

AS REQUIRED.

CONNECTION TO EXISTING

WITH NEW 6" 45° MJ ELL WITH TB

6" 22.5° MJ ELL

6" 22.5° MJ ELL

8" SS TAPPING

SLEEVE WITH 6"

MJ OUTLET AND

6" MJ GATE VALVE

REMOVE/RECONNECT SERVICE

TAP WITH NEW SADDLE AND

CORP IF IN CONFLICT WITH

NEW WATER MAIN CONNECTION

EXISTING

WATER LINE

EASEMENT

20.0'

MOUNTAIN PARKS ELECTRIC, INC.

10.0' ELECTRIC EASEMENT

BOOK 229, PAGE 25

EXISTING 6" DIP

174 L.F. 6" C900 PVC

EXISTING 8" DIP

REMOVE EXISTING

TEE AND THREE VALVES.

REPLACE WITH NEW 8" MJ

CROSS FITTING AND THREE

8" MJ VALVES. INSTALL 8"

MJ PLUG ON NORTH LEG.

CUT IN WITH SOLID SLEEVE

MJ RESTRAINED COUPLINGS

AS REQUIRED.

PROPOSED WATER LOOP PLAN (NORTH) C-101

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\D en ve r_ No rth \P ro jec ts\

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Know what's below.

before you dig.Call

R

REV REVISION DESCRIPTION DATE DSGN CHKD APPR

PE STAMP

FOR AND ON BEHALF OF MERRICK AND COMPANY

2480 W. 26TH AVENUE, UNIT B225, DENVER, COLORADO, 80211

TEL. 303-964-3333

www.merrick.com

OF

DRAWING NO.

DATE

PROJECT NUMBER

MARCH 2025

120492-14

QUAIL DRIVE WATER LOOP

TOWN OF FRASER, COLORADO

TITLEDESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET

CALL BEFORE YOU DIG OWNER / CLIENT

0 1

MERRICKR

SCALE BAR

BAR IS ONE INCH

ON ORIGINAL

DRAWING

IF NOT ONE INCH ON

THIS DRAWING

ADJUST SCALES

ACCORDINGLY

GHS

DRS

GHS

N

1" = 15' HOR.

15' 7.5' 15' 30'0

OFF PAGE:

EXISTING 8"

ISOLATION GATE

VALVE #E030

0+00

1+001+91

TV

FO

FO

FO

FO

FO

FO

FO

FO

FO SSMH #12608

RIM=8569.66

6" SAN TOP (N)=8562.26

6" SAN TOP (NE)=8562.44

6" SAN TOP (E)=8562.80

6" SAN TOP (SE)=8561.16

6" SAN TOP (S)=8562.80

6" SAN TOP (SW)=8561.11

12" STL TOP (NW)=8559.56

WWWWWWWWWWWWWWWWW

5.0'

30.0'

PROPOSED

EASEMENT

5.0'

MOUNTAIN PARKS ELECTRIC, INC.

20.0' ELECTRIC EASEMENT

BOOK 229, PAGE 25

WESTERN SLOPE GAS

15.0' GAS EASEMENT

(REFERENCED ELSEWHERE AS 25' WIDTH)

BOOK 167, PAGE 156

BOOK 172, PAGE 156

TOWN OF FRASER

20.0' WATER EASEMENT

BOOK 347, PAGE 440

WESTERN SLOPE GAS

30.0' GAS EASEMENT

BOOK 171, PAGE 416

8" 22.5° MJ ELL

6" SS TAPPING

SLEEVE WITH 6"

MJ OUTLET

12" SS TAPPING

SLEEVE WITH 8"

MJ OUTLET

EXISTING 12" DIP.

RECORDS

INDICATE APPX.

DEPTH OF 9'

TO TOP OF PIPE

8" MJ

GATE VALVE

192 L.F. 8" C900 PVC

6" MJ GATE VALVE

EXISTING 6" DIP

EXPOSE EXISTING

MAIN TO CONFIRM

SIZE PRIOR TO

TAPPING.

6"x8" MJ REDUCER

EXPOSE WATER

MAIN TO END OF

EXISTING 6" DIP TO

CAP PROPERLY

WITH MJ PLUG OR

SIMILAR AND

ABANDON IN PLACE

THE GALVANIZED

BLOW OFF.

RESTORE ALL

DISTURBED

GRAVEL ROAD

SURFACES

CONTRACTOR TO

INVESTIGATE AND

VERIFY NO SEWER

SERVICE CONFLICTS

WITH PROPOSED

WATER MAIN

0+000+501+001+501+91

10 LF 8" C900 @ 2.8%

14 LF 8" C900 @ 3.1%

STA: 0+09

8" 22.5° MJ ELL

STA: 0+41

8" 11.25° MJ ELL

135 LF 8" C900 @ 3.6%

STA: 0+23

8" 11.25° MJ ELL

17 LF 8" C900 @ 20.3%

STA: 1+77

8" 11.25° MJ ELL

13 LF 8" C900 @ 0.2%

6"x8" MJ REDUCER

6" MJ GATE VALVE

8" MJ GATE VALVE

EXISTING GROUND

12" SS TAPPING SLEEVE WITH 8" MJ OUTLET

6" SS TAPPING SLEEVE WITH 6" MJ OUTLET

APPROXIMATE LOCATION

OF 6" SAN SERVICE

TOP EL: ~8561.87

PROPOSED WATER LOOP PLAN (EAST) C-102

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Q:

\D en ve r_ No rth \P ro jec ts\

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4 F ra se r G en er al Se rvi ce s\T as k W O9

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IG

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Q ua il D es ign \C

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.09 -S ite P lan .dw g

Know what's below.

before you dig.Call

R

REV REVISION DESCRIPTION DATE DSGN CHKD APPR

PE STAMP

FOR AND ON BEHALF OF MERRICK AND COMPANY

2480 W. 26TH AVENUE, UNIT B225, DENVER, COLORADO, 80211

TEL. 303-964-3333

www.merrick.com

OF

DRAWING NO.

DATE

PROJECT NUMBER

MARCH 2025

120492-14

QUAIL DRIVE WATER LOOP

TOWN OF FRASER, COLORADO

TITLEDESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET

CALL BEFORE YOU DIG OWNER / CLIENT

0 1

MERRICKR

SCALE BAR

BAR IS ONE INCH

ON ORIGINAL

DRAWING

IF NOT ONE INCH ON

THIS DRAWING

ADJUST SCALES

ACCORDINGLY

GHS

DRS

GHS

N

1" = 10' HOR.

10' 5' 10' 20'0

SHEET NOTES:

1. EXISTING WATER MAIN DEPTHS ARE UNCONFIRMED. WHERE

NEW WATER MAIN CONNECTIONS REQUIRE LESS THAN 9-FT OF

COVER, CONTRACTOR SHALL INSTALL 2-IN CLOSED CELL FOAM

BOARD OVER WATER MAIN FOR EACH FOOT LESS THAN 9-FT

COVER UP TO MINIMUM ALLOWABLE BURY DEPTH OF 7-FT.

2. CONTRACTOR SHALL INCLUDE NO LESS THAN TWO DAYS OF

EXPLORATORY EXCAVATION IN FOX LANE TO CONFIRM WATER

MAIN CONNECTION POINT AND ALIGNMENT.

AN

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O

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E

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OS

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TO

M

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CK

A

ND

C

OM

PA

NY

Q:

\D en ve r_ No rth \P ro jec ts\

-0

4 F ra se r G en er al Se rvi ce s\T as k W O9

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IG

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Ds \12

.09 -C ivi l D eta ils

.dw g

Know what's below.

before you dig.Call

R

REV REVISION DESCRIPTION DATE DSGN CHKD APPR

PE STAMP

FOR AND ON BEHALF OF MERRICK AND COMPANY

2480 W. 26TH AVENUE, UNIT B225, DENVER, COLORADO, 80211

TEL. 303-964-3333

www.merrick.com

OF

DRAWING NO.

DATE

PROJECT NUMBER

MARCH 2025

120492-14

QUAIL DRIVE WATER LOOP

TOWN OF FRASER, COLORADO

TITLEDESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET

CALL BEFORE YOU DIG OWNER / CLIENT

0 1

MERRICKR

SCALE BAR

BAR IS ONE INCH

ON ORIGINAL

DRAWING

IF NOT ONE INCH ON

THIS DRAWING

ADJUST SCALES

ACCORDINGLY

GHS

DRS

CIVIL DETAILS D-100

AN

D

CO

MP

AN

Y

SH

AL

L B E

AT

T

HE

S

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RI

SK

F

OR

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U

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O

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LO

SS

E

XP

OS

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TO

M

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CK

A

ND

C

OM

PA

NY

Q:

\D en ve r_ No rth \P ro jec ts\

-0

4 F ra se r G en er al Se rvi ce s\T as k W O9

Qu ail D

ES

IG

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Q ua il D es ign \C

AD

\C

Ds \12

.09 -C ivi l D eta ils

.dw g

Know what's below.

before you dig.Call

R

REV REVISION DESCRIPTION DATE DSGN CHKD APPR

PE STAMP

FOR AND ON BEHALF OF MERRICK AND COMPANY

2480 W. 26TH AVENUE, UNIT B225, DENVER, COLORADO, 80211

TEL. 303-964-3333

www.merrick.com

OF

DRAWING NO.

DATE

PROJECT NUMBER

MARCH 2025

120492-14

QUAIL DRIVE WATER LOOP

TOWN OF FRASER, COLORADO

TITLEDESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET

CALL BEFORE YOU DIG OWNER / CLIENT

0 1

MERRICKR

SCALE BAR

BAR IS ONE INCH

ON ORIGINAL

DRAWING

IF NOT ONE INCH ON

THIS DRAWING

ADJUST SCALES

ACCORDINGLY

GHS

DRS

CIVIL DETAILS D-101