100579-CLAYTON COURT STREETSCAPE (10-01-25)_red.pdf

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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

OCTOBER 2025

100579

CLAYTON COURT

TOWN OF FRASER, COLORADO

TITLEDESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

SHEET

CALL BEFORE YOU DIG OWNER / CLIENT

0 1

MERRICKR

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ON ORIGINAL

DRAWING

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GHS

DRS

DEB

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COVER SHEET C1

LOCATION MAP

NO SCALE

TOWN OF FRASER, COLORADO

OCTOBER 2025

CLAYTON COURT STREETSCAPE

VICINITY MAP

NO SCALE

EDGE OF CONCRETE

LEGEND*

LIST OF DRAWINGS

C1 COVER SHEET

C2 GENERAL NOTES

C3 EXISTING CONDITIONS PLAN

C4 DEMOLITION AND EROSION CONTROL PLAN

C5 OVERALL SITE PLAN & HORIZONTAL CONTROL

C6 UTILITY RELOCATION PLAN

C7 OVERALL GRADING PLAN

C8 CUT & FILL PLAN

C9 DETAIL GRADING PLAN

C10 DETAIL GRADING PLAN

C11 CLAYTON COURT ROADWAY PROFILE & SECTIONS

C12 STRIPING & SIGNAGE PLAN

D1 TYPICAL DETAILS

D2 TYPICAL DETAILS

SF1 SITE FURNISHINGS PLAN

SF2 SITE FURNISHINGS DETAILS AND PRODUCTS

EC01 ELECTRICAL COVER SHEET

EP01 OVERALL LIGHTING PLAN

EL01 ONE-LINE DIAGRAM

ED01 ELECTRICAL DETAIL

ED02 ELECTRICAL DETAIL

ED03 ELECTRICAL DETAIL

ED04 ELECTRICAL DETAIL

ED05 EV CHARGING DETAIL

ES01 CONDUIT AND LUMINAIRE SCHEDULES

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING TELECOMMUNICATION LINE

EXISTING STORM

EDGE OF ASPHALT

EXISTING SANITARY SEWER

PROPERTY LINE SURVEY CONTROL

FIRE HYDRANT

WATER MARKER POST

CURB STOP

WATER WELL

WATER VALVE

LIGHT POLE

ELECTRICAL TRANSFORMER

SANITARY SEWER MARKER POST

ELECTRICAL PANEL / BOX

SANITARY SEWER MANHOLE

EXISTING OVERHEAD ELECTRIC

EXISTING UNDERGROUND ELECTRIC

FOR REVIEW

EASEMENT LINE

BUILDING

FENCE

EXISTING FIBER OPTIC

ELECTRICAL METER

POWER POLE

T POST

GAS RISER

TELECOM PEDESTAL

TELECOM MANHOLE

TELECOM HANDHOLE

SIGN

SHRUB

TELECOM BOX

TREE

GAS METER

* NOTE: ALL ITEMS IDENTIFIED

ABOVE ARE NOT

NECESSARILY TO BE

FOUND ON THE PLAN

SHEETS

CURB STOP (ABANDONED)

EXISTING RAW WATER LINE

PROPOSED ROW DEDICATION

RIGHT OF WAY

EXISTING WATER SERVICE (APPROX)

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

FRASER, CO

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

EXISTING PUMPBACK LINE

STANDARD ABBREVIATIONS

ELECTRICE, ELEC

EXISTINGEX, EXIST

CENTERLINECL

CONCRETECONC

POLYVINYL CHLORIDE (PIPE)PVC

MANHOLEMH

POWER POLEPP

OVERHEAD ELECTRICOE

TYPICALTYP

W WATER

SANITARYSAN

W/ WITH

MINIMUMMIN

TOP OF PIPETOP

REINFORCED CONCRETE PIPERCP

DEMOLISHDEMO

LINEAR FEETLF

FINISHED FLOORFF

FINISHED GRADEFG

EXISTING GRADE RIGHT OF WAYROWEG

DRAWINGDWG

NOT TO SCALENTS

APPROXIMATEAPPROX

EASTINGE

NORTHINGN

SQUARE FEETSQ. FT.

STATIONSTA

VALLEY PLANV-PAN

ELEVATIONEL

RECYCLED ASPHALT PAVEMENTRAP

GASG

EDGE OF ASPHALTEOA

FLOWLINEFL

TOP OF CONCRETETOC

DRAINAGE SWALE

PROPOSEDPR

UNLESS NOTED OTHERWISEU.N.O.

PROPOSED ASPHALT

TEMPORARYTEMP

CONSTRUCTIONCONST

EASEMENTESMT

LOW POINTLP

HIGH POINTHP

INVERTINV

RAW WATER VALVE

BEST MANAGEMENT PRACTICESBMP

FIRE LANE

EXISTING SANITARY SERVICE (APPROX.)

CURB AND GUTTERC&G

TOP BACK OF CURBTBC

TOP FACE OF CURBTFC

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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

OCTOBER 2025

100579CLAYTON COURT

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

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GENERAL NOTES C2

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,

COLORADO DEPARTMENT OF TRANSPORTATION UTILITY/SPECIAL USE PERMIT,

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 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.

10. 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.

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

WITH TEMPORARY STAKING BY THE CONTRACTOR. SAFETY FENCING SHALL BE

PER APPROPRIATE GOVERNING AGENCY.

12. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY TO THE

PROJECT WORK SITE.

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

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

WORK TO BE PERFORMED PRIOR TO THE COMMENCEMENT OF ANY WORK.

15. 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.

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

THE CONTRACTOR TO TRESPASS ON OFF-SITE PROPERTIES.

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

CONTRACTOR OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE, AND

FEDERAL LAWS AND REGULATIONS

18. THESE PLANS MAKE NO REPRESENTATION AS TO THE SUBSURFACE

CONDITIONS AND THE PRESENCE OF SUBSURFACE WATER OR THE NEED FOR

SUBSURFACE DRAINAGE FACILITIES.

19. 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.

20. EMERGENCY VEHICLE ACCESS SHALL BE MAINTAINED DURING ALL PHASES

OF CONSTRUCTION IN CONCURRENCE WITH THE LOCAL EMERGENCY AGENCIES.

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

SUCH A MANNER TO PRECLUDE THE PONDING OF WATER.

22. 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.

23. 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.

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

PRIOR TO PLACEMENT OF ANY OVERLYING ASPHALT COURSE.

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. 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.

7. 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.

8. 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.

9. 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.

10. WHEN TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES ARE TO

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

11. 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.

12. 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 DENIED 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.

SURVEY AND UTILITY NOTES

1. TOPOGRAPHIC AND UTILITY SURVEY INFORMATION HAS BEEN PROVIDED

FROM FIELD SURVEYS PERFORMED BY MERRICK & COMPANY IN MAY 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 0.999567065.

2. THE CONTRACTOR SHALL ESTABLISH ADDITIONAL CONSTRUCTION SURVEY

CONTROL AS REQUIRED AND STAKE PROPERTY LINES FOR DELINEATING

LOCATIONS FOR CURB STOP PLACEMENT.

3. 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.

4. 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.

5. 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.

6. 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.

7. 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.

RESTORATION AND SEEDING

1. AT TURF GRASS AREAS AND SURFACE DISTURBANCES WHERE GRADES ARE

BLENDED INTO EXISTING, IMPORT TOPSOIL TO BLEND BACK OF SIDEWALK

ELEVATIONS INTO EXISTING TURF GRADES IN COORDINATION WITH TOWN OF

FRASER AND AFFECTED RESIDENT. APPLY TURF GRASS HYDROSEED TO NEW

TOPSOIL AND DISTURBED TURF GRASS AREAS. SEED MIX SHALL BE SHORT DRY

MIX #226452 BY GRANITE SEED - DENVER, OR SIMILAR.

2. 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.

SANITARY MH B011

RIM EL=8555.78

INV. IN (W) 8" PVC (-9.25)=8546.53

INV. IN (S) 24" PVC (-10.60)=8545.18

INV. OUT (N) 24" PVC (-10.85)=8544.93

SANITARY MH B012

RIM EL=8557.85

INV. IN (SW) 8" PVC (-6.65)=8551.20

INV. IN (N) 24" PVC (-10.50)=8547.35

INV. OUT (SE) 24" PVC (-10.75)=8547.10

SANITARY MH B013

RIM EL=8562.27

INV. IN (SE) 24" PVC (-10.75)=8551.52

INV. OUT (NW) 24" PVC (-10.90)=8551.37

SANITARY MH

RIM EL=8565.54

INV. IN (SE) 24" PVC (-12.60)=8552.94

INV. OUT (NW) 24" PVC (-12.75)=8555.79

" C

PP

" C

PP

24" PVC

24" PVC

8" PVC

24"

PVC

APPROXIMATE

8" P

VC

16" PUMPBACK

16"

PUMPBACK

TR

UC

K B

OX BU

ILD

IN

G

BU

ILD

IN

G

BU

ILD

IN

G

SIDEWALK

SIDEWALK

BUILDING

BU

ILD

IN

G

BUILDING

BLDG.

BLDG

BU

ILD

IN

G

" C

MP

148 CLAYTON COURT

PARCEL #158719144002

CLAYTON SUB RESUB

TR B&C LOT 2

138 CLAYTON COURT

PARCEL #158719144003

CLAYTON SUB RESUB

TR B&C LOT 3

130 CLAYTON COURT

PARCEL #158719144004

CLAYTON SUB RESUB

TR B&C LOT 4

124 CLAYTON COURT

PARCEL #158719144005

CLAYTON SUB RESUB

TR B&C LOT 5

118 CLAYTON COURT

PARCEL #158719144002

CLAYTON SUB RESUB

TR B&C LOT 6

108 CLAYTON COURT

FRASER DOWNTOWN LLC

TIMERLINE PLAZA MH PARK

LOT 11

BL

DG

158719144001

CLAYTON SUB RESUB

TR B&C LOT 1

TOWN OF FRASER

OUTFALL EL=8546.10

OUTFALL EL=8546.20

INV EL=8553.29

-ASPHALT-

-ASPHALT-

-ASPHALT-

-ASPHALT-

-GRAVEL/R.A.P.-

-GRAVEL/R.A.P.-

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HA

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L-

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L-

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L-

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BUILDING

BUILDING

FR

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DOC SUSIE AVE.

CLAYTON COURT

CLAYTON AVENUE

FRASER RIVER

US HIGHWAY 40

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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

SEPTEMBER 2025

100579CLAYTON COURT

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

DEB

GHS

N

1" = 30' HOR.

30' 15' 30' 60'0

EXISTING CONDITIONS PLAN C3

EXISTING 6" DIP

WATER MAIN

EXISTING 6" GATE VALVE

#E017 - 94" FROM FINISH

GRADE TO TOP VALVE NUT

STONE

RETAINING

WALL

EXISTING 8" DIP

WATER MAIN

EXISTING 8" GATE VALVE

#E021 - 96" FROM FINISH

GRADE TO TOP VALVE NUT

EXISTING 6"

GATE VALVE

EXISTING 8" PVC

WATER MAIN

TOP OF DITCH

TOP OF BANK

EXISTING 6" GATE VALVE -

WELL 1 - 107" FROM FINISH

GRADE TO TOP VALVE NUT

APPROXIMATE

EXISTING WATER

SERVICE LINE

RETAINING WALL

6" DIP

RAW

WATER

4" DIP

RAW WATER

EXISTING

ABANDONED

WATER SERVICE

LINE AND TAP

4" EXISTING

SEWER SERVICE (TYP)

EXISTING 16"

PUMPBACK LINE

VALVE PB002

QUALITY LEVEL NOTES:

QUALITY LEVEL B

QUALITY LEVEL B

QUALITY LEVEL D

QUALITY LEVEL B

QUALITY LEVEL B

QUALITY LEVEL B

QUALITY LEVEL B

QUALITY LEVEL D

EXISTING 8" PVC

WATER MAIN

OCTOBER 2025

INV. IN (W) 8" PVC (-9.25)=8546.53

INV. IN (S) 24" PVC (-10.60)=8545.18

INV. OUT (N) 24" PVC (-10.85)=8544.93

SANITARY MH B012

RIM EL=8557.85

INV. IN (SW) 8" PVC (-6.65)=8551.20

INV. IN (N) 24" PVC (-10.50)=8547.35

INV. OUT (SE) 24" PVC (-10.75)=8547.10

SANITARY MH B013

RIM EL=8562.27

INV. IN (SE) 24" PVC (-10.75)=8551.52

INV. OUT (NW) 24" PVC (-10.90)=8551.37

RIM EL=8565.54

INV. IN (SE) 24" PVC (-12.60)=8552.94

INV. OUT (NW) 24" PVC (-12.75)=8555.79

" C

PP

" C

PP

24" PVC

24" PVC

8" PVC

24"

PVC

APPROXIMATE

' W

AT

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LIN

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EA

SE

ME

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PE

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CO

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TI

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P

LA

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8" P

VC

16" PUMPBACK

16"

PUMPBACK

WATERLINE EASEMENT VARIES PER

RECEPTION #93009493, 09/29/1993

(APPROXIMATE DEPICTION)

TR

UC

K B

OX BU

ILD

IN

G

BU

ILD

IN

G

BU

ILD

IN

G

SIDEWALK

SIDEWALK

BUILDING

BU

ILD

IN

G

BUILDING

BLDG.

BLDG

BU

ILD

IN

G

" C

MP

148 CLAYTON COURT

PARCEL #158719144002

CLAYTON SUB RESUB

TR B&C LOT 2

138 CLAYTON COURT

PARCEL #158719144003

CLAYTON SUB RESUB

TR B&C LOT 3

130 CLAYTON COURT

PARCEL #158719144004

CLAYTON SUB RESUB

TR B&C LOT 4

124 CLAYTON COURT

PARCEL #158719144005

CLAYTON SUB RESUB

TR B&C LOT 5

118 CLAYTON COURT

PARCEL #158719144002

CLAYTON SUB RESUB

TR B&C LOT 6

108 CLAYTON COURT

FRASER DOWNTOWN LLC

TIMERLINE PLAZA MH PARK

LOT 11

BL

DG

158719144001

CLAYTON SUB RESUB

TR B&C LOT 1

TOWN OF FRASER

OUTFALL EL=8546.10

OUTFALL EL=8546.20

INV EL=8553.29

BUILDING

BUILDING

DOC SUSIE AVE.

CLAYTON AVENUE

CLAYTON COURT

US HIGHWAY 40

FR

AS

ER

A

VE

NU

E

PROPOSED

CONSTRUCTION

STAGING

YARD

TH

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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

100579CLAYTON COURT

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

DEB

GHS

N

1" = 30' HOR.

30' 15' 30' 60'0

DEMOLITION AND EROSION CONTROL PLAN C4

EXISTING GRAVEL

EXISTING

GRAVEL

EXISTING

GRAVEL

EXISTING GRAVEL

EXISTING GRAVEL

EXISTING CONCRETE

V-PAN TO BE REMOVED

2300 SQ. FT.

EXISTING GRAVEL

AND R.A.P.

EXISTING CURB/GUTTER

AND RAMP RETURN CURB

TO BE REMOVED 8 SQ. FT.

(EXISTING ADA RAMP TO REMAIN)

EXISTING WOOD

FENCE TO BE REMOVED

80 L.F.

EXISTING WOOD FENCE -

REMOVE 3 SECTIONS

EXISTING TREE

TO BE REMOVED (6)

EXISTING ROCK

MULCH TO BE

REMOVED 54 SQ. FT.

EXISTING BUSH

TO BE REMOVED (1)

EXISTING ASPHALT

TO BE REMOVED

5,433 SQ. FT.

CF CONSTRUCTION FENCE PTP

SCL

SF

PORTABLE TOILET

PROTECTION

SEDIMENT CONTROL LOGS

SILT FENCE

BMP LEGEND

RS ROCK SOCK

VTC

SF

RS

PTP

SF

SCL SCL

RS

SCL

SCL

SCL

SF

SF

SF

SF

IP INLET PROTECTION

IP

EXISTING WOOD

LANDSCAPE WALL

TO BE REMOVED

EXISTING

DRAINAGE

CHANNEL

EXISTING

DRAINAGE

CHANNEL

GENERAL NOTES:

1. REMOVE ALL SOFT OR YEILDING TOPSOIL, TURF OR

OTHERWISE UNSUITABLE MATERIAL IN AREAS TO

RECEIVE ASPHALT OR CONCRETE SURFACING.

CWA CONCRETE WASHOUT AREA

CWA

NOTE: SEE MILE HIGH FLOOD DISTRICT'S URBAN STORM

DRAINAGE CRITERIA MANUAL VOLUME 3, CHAPTER 7

FOR DETAILS PERTAINING TO THE BMPs SHOWN.

BUILDING DEMO BY PROPERTY OWNER,

CONTRACTOR TO COORDINATE

EXISTING ASPHALT

TO BE SAWCUT (2' MIN.)

FROM NEW CURB/GUTTER

TO PROVIDE SMOOTH

TRANSITION

1,317 SQ. FT.

LANDSCAPE REMOVAL

FOR DRAINAGE OUTFALL

151 SQ. FT.

INV. IN (W) 8" PVC (-9.25)=8546.53

INV. IN (S) 24" PVC (-10.60)=8545.18

INV. OUT (N) 24" PVC (-10.85)=8544.93

SANITARY MH B012

RIM EL=8557.85

INV. IN (SW) 8" PVC (-6.65)=8551.20

INV. IN (N) 24" PVC (-10.50)=8547.35

INV. OUT (SE) 24" PVC (-10.75)=8547.10

SANITARY MH B013

RIM EL=8562.27

INV. IN (SE) 24" PVC (-10.75)=8551.52

INV. OUT (NW) 24" PVC (-10.90)=8551.37

SANITARY MH

RIM EL=8565.54

INV. IN (SE) 24" PVC (-12.60)=8552.94

INV. OUT (NW) 24" PVC (-12.75)=8555.79

APPROXIMATE

SIDEWALK

SIDEWALK

BUILDING

BU

ILD

IN

G

BUILDING

BLDG.

BLDG

BU

ILD

IN

G

" C

MP

148 CLAYTON COURT

PARCEL #158719144002

CLAYTON SUB RESUB

TR B&C LOT 2

138 CLAYTON COURT

PARCEL #158719144003

CLAYTON SUB RESUB

TR B&C LOT 3

130 CLAYTON COURT

PARCEL #158719144004

CLAYTON SUB RESUB

TR B&C LOT 4

124 CLAYTON COURT

PARCEL #158719144005

CLAYTON SUB RESUB

TR B&C LOT 5

118 CLAYTON COURT

PARCEL #158719144002

CLAYTON SUB RESUB

TR B&C LOT 6

108 CLAYTON COURT

FRASER DOWNTOWN LLC

TIMERLINE PLAZA MH PARK

LOT 11

BL

DG

158719144001

CLAYTON SUB RESUB

TR B&C LOT 1

TOWN OF FRASER

BUILDING

BUILDING

DOC SUSIE AVE.

CLAYTON COURT

CLAYTON AVENUE

US HIGHWAY 40

FR

AS

ER

A

VE

NU

E

6"+ COBBLES,

12" DEPTH, 100 SF.

CLEAR EXISTING

SEDIMENT AND

VEGETATION TO

CREATE POSITIVE

DRAINAGE

RIBBON CURB, SEE

ATTACHMENT A-11

10'

6"+ COBBLES,

12" DEPTH, 80 SF.

CLEAR EXISTING

SEDIMENT AND

VEGETATION TO

CREATE POSITIVE

DRAINAGE

9+2

1+

2+

3+00

4+00

5+00 6+00

7+00

8+00

9+0

START STATION

STA: 1+00.00

N:1224457.1248 E:2912783.5049

END STATION

STA: 9+25.00

N:1223880.3907 E:2913209.4678

START STATION C&G

STA: 1+10.45, OFF: 20.500'

N:1224436.6244 E:2912793.9533

END STATION C&G

STA: 9+00.80

OFF: 139.882'

N:1223792.4260 E:2913098.0460

L:

C : 1

L: 2 C: 2

L: 3

C: 3

L: 4

C: 4

L: 5

END STATION C&G

STA: 9+11.08

OFF: -84.905'

N:1223952.8899 E:2913255.7987

L:

L:

L:

C : 5

L: 9 C: 6

L: 10

C: 7 L: 11

C: 8 L: 12

L: 13

C: 9

C: 10

L: 14 C: 11 C: 12

L: 15

C: 13

L: 1

C: 14 C: 15

L: 18 L: 19

L: 20

L: 21

L: 22

C: 16

L: 23

L: 17

HANDICAP RAMP #3

HANDICAP RAMP #4

HANDICAP RAMP #2

HANDICAP RAMP #6

HANDICAP RAMP #1

AN

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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

SEPTEMBER 2025

100579CLAYTON COURT

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

DEB

GHS

N

1" = 30' HOR.

30' 15' 30' 60'0

OVERALL SITE PLAN & HORIZONAL CONTROL C5

PROPOSED

EV CHARGING

AREA

30'

FUTURE DRIVE

ENTRANCE

VERTICAL CATCH

CURB & GUTTER,

REFER TO

ATTACHMENT A-11

HANDICAP RAMP #7,

REFER TO

SHEET C10, DETAIL 1

HANDICAPPED

RAMP, REFER TO

SHEET C10, DETAIL 1

REFER TO SHEET

C9, DETAIL 5

4' V-PAN, TYP.

ROLLOVER CURB,

TYP. U.N.O., REFER

TO ATTACHMENT A-11

24'

FUTURE DRIVE

ENTRANCE

20' 8.5'

HANDICAP RAMP #5,

REFER TO

ATTACHMENT A-14

REFER TO SHEET

C8, DETAIL 1

REFER TO SHEET

C10, DETAIL 2

10' VERTICAL

CATCH CURB AT

SIDEWALK CHASE

MATERIALS NOTES:

6"+ COBBLES

ASPHALT

CONCRETE

8'

8' PAN

8' PAN

30'

DRIVE

ENTRANCE

CURVE TABLE: ALIGNMENT

CURVE #

C: 1

C: 2

C: 3

C: 4

RADIUS

50.00

150.00

150.00

100.00

LENGTH

78.52

27.68

41.30

38.06

CHORD DIRECTION

S45° 00' 39.15"E

S5° 18' 30.63"E

S18° 28' 56.29"E

S37° 12' 05.58"E

START POINT

N:2912938.49, E:1224457.12

N:2912988.51, E:1224377.53

N:2913027.36, E:1224155.99

N:2913107.23, E:1223981.72

END POINT

N:2912988.49, E:1224407.14

N:2912991.06, E:1224350.01

N:2913040.41, E:1224116.94

N:2913130.11, E:1223951.58

LINE TABLE: ALIGNMENT

LINE #

L: 1

L: 2

L: 3

L: 4

L: 5

LENGTH

154.99

29.61

197.39

150.84

106.61

CHORD DIRECTION

N90° 00' 00.00"E

S0° 01' 18.31"E

S10° 35' 42.95"E

S26° 17' 51.22"E

S48° 06' 19.95"E

START POINT

N:2912783.50, E:1224457.12

N:2912988.49, E:1224407.14

N:2912991.06, E:1224350.01

N:2913040.41, E:1224116.94

N:2913130.11, E:1223951.58

END POINT

N:2912938.49, E:1224457.12

N:2912988.51, E:1224377.53

N:2913027.36, E:1224155.99

N:2913107.23, E:1223981.72

N:2913209.47, E:1223880.39

CONCRETE CURB

TRANSITION TO

EXISTING

HANDICAPPED RAMP

7.5'

RIBBON CURB,

SEE ATTACHMENT A-11

ADD ALTERNATE #1:

NW SIDEWALKS (3508 SF.)

ADD ALTERNATE #2:

SW SIDEWALKS (4041 SF.)

CURVE TABLE

CURVE #

C: 5

C: 6

C: 7

C: 8

C: 9

C: 10

C: 11

C: 12

C: 13

C: 14

C: 15

C: 16

LENGTH

46.33'

31.46'

6.88'

5.90'

5.90'

6.88'

11.40'

35.52'

45.86'

5.90'

5.90'

43.43'

DELTA

89° 58' 42"

10° 34' 25"

56° 18' 36"

56° 18' 36"

56° 18' 36"

56° 18' 36"

3° 49' 55"

11° 56' 15"

21° 48' 29"

56° 18' 36"

56° 18' 36"

15° 39' 39"

RADIUS

29.50'

170.50'

7.00'

6.00'

6.00'

7.00'

170.50'

170.50'

120.50'

6.00'

6.00'

158.90'

CRD LENGTH

41.71

31.42

6.61

5.66

5.66

6.61

11.40

35.46

45.59

5.66

5.66

43.30

CRD RADIUS

S45° 00' 39"E

S5° 18' 31"E

S38° 45' 01"E

S38° 45' 01"E

S17° 33' 35"W

S17° 33' 35"W

S12° 30' 41"E

S20° 23' 46"E

S37° 12' 06"E

S76° 15' 38"E

S76° 15' 38"E

S50° 17' 51"W

BEGIN NORTHING & EASTING

N: 1224436.625 E: 2912938.494

N: 1224377.523 E: 2912968.005

N: 1224213.786 E: 2912995.689

N: 1224207.828 E: 2913001.715

N: 1224181.814 E: 2913009.299

N: 1224174.980 E: 2913006.119

N: 1224152.218 E: 2913007.206

N: 1224141.088 E: 2913009.675

N: 1223972.636 E: 2913088.854

N: 1223904.807 E: 2913151.551

N: 1223904.107 E: 2913159.561

N: 1223952.890 E: 2913255.799

END NORTHING & EASTING

N: 1224407.136 E: 2912967.994

N: 1224346.238 E: 2912970.912

N: 1224208.634 E: 2912999.824

N: 1224203.412 E: 2913005.259

N: 1224176.416 E: 2913007.591

N: 1224168.682 E: 2913004.126

N: 1224141.088 E: 2913009.675

N: 1224107.851 E: 2913022.033

N: 1223936.324 E: 2913116.418

N: 1223903.462 E: 2913157.051

N: 1223902.762 E: 2913165.062

N: 1223925.231 E: 2913222.487

LINE TABLE

LINE #

L: 6

L: 7

L: 8

L: 9

L: 10

L: 11

L: 12

L: 13

L: 14

BEARING

N90° 00' 00"E

N90° 00' 00"E

N90° 00' 00"E

S0° 01' 18"E

S10° 35' 43"E

S66° 54' 19"E

S10° 35' 43"E

S45° 42' 53"W

S10° 35' 43"E

LENGTH

16.00'

30.00'

98.54'

29.61'

134.75'

2.06'

21.97'

2.06'

16.75'

BEGIN NORTHING & EASTING

N: 1224436.625 E: 2912793.953

N: 1224436.625 E: 2912809.958

N: 1224436.625 E: 2912839.958

N: 1224407.136 E: 2912967.994

N: 1224346.238 E: 2912970.912

N: 1224208.634 E: 2912999.824

N: 1224203.228 E: 2913004.276

N: 1224176.416 E: 2913007.591

N: 1224168.682 E: 2913004.126

END NORTHING & EASTING

N: 1224436.625 E: 2912809.958

N: 1224436.625 E: 2912839.958

N: 1224436.625 E: 2912938.494

N: 1224377.523 E: 2912968.005

N: 1224213.786 E: 2912995.689

N: 1224207.828 E: 2913001.715

N: 1224181.630 E: 2913008.316

N: 1224174.980 E: 2913006.119

N: 1224152.218 E: 2913007.206

L: 15

L: 16

L: 17

L: 18

L: 19

L: 20

L: 21

L: 22

L: 23

S26° 17' 51"E

S48° 06' 20"E

N75° 35' 04"E

S48° 06' 20"E

N42° 22' 05"E

N43° 32' 05"E

N42° 49' 25"E

N42° 28' 01"E

S0° 01' 18"E

150.83'

47.20'

2.61'

27.09'

16.45'

110.48'

16.07'

13.23'

101.09'

N: 1224107.851 E: 2913022.033

N: 1223936.324 E: 2913116.418

N: 1223903.462 E: 2913157.051

N: 1223902.762 E: 2913165.062

N: 1223872.520 E: 2913174.144

N: 1223792.426 E: 2913098.046

N: 1223903.690 E: 2913202.635

N: 1223915.473 E: 2913213.555

N: 1224478.625 E: 2913008.967

N: 1223972.636 E: 2913088.854

N: 1223904.807 E: 2913151.551

N: 1223904.112 E: 2913159.583

N: 1223884.672 E: 2913185.228

N: 1223884.672 E: 2913185.228

N: 1223872.520 E: 2913174.144

N: 1223915.473 E: 2913213.555

N: 1223925.231 E: 2913222.487

N: 1224377.539 E: 2913009.005

LINE TABLE

LINE # BEARING LENGTH BEGIN NORTHING & EASTING END NORTHING & EASTING

N

DOC SUSIE AVE.

CLAYTON COURT

CLAYTON AVENUE

US HIGHWAY 40

FR

AS

ER

A

VE

NU

E SANITARY MH B011

RIM EL=8555.78

INV. IN (W) 8" PVC (-9.25)=8546.53

INV. IN (S) 24" PVC (-10.60)=8545.18

INV. OUT (N) 24" PVC (-10.85)=8544.93

SANITARY MH B012

RIM EL=8557.85

INV. IN (SW) 8" PVC (-6.65)=8551.20

INV. IN (N) 24" PVC (-10.50)=8547.35

INV. OUT (SE) 24" PVC (-10.75)=8547.10

SANITARY MH B013

RIM EL=8562.27

INV. IN (SE) 24" PVC (-10.75)=8551.52

INV. OUT (NW) 24" PVC (-10.90)=8551.37

SANITARY MH

RIM EL=8565.54

INV. IN (SE) 24" PVC (-12.60)=8552.94

INV. OUT (NW) 24" PVC (-12.75)=8555.79

-G

RA

VE

L-

BU

ILD

IN

G

APPROXIMATE

' W

AT

ER

LIN

E

EA

SE

ME

NT

PE

R

CO

RR

EC

TI

ON

P

LA

T, RE

CE

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PE

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RR

EC

TI

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P

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T, RE

CE

PT

IO

N

#2

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/19

91 WATERLINE EASEMENT VARIES PER

RECEPTION #93009493, 09/29/1993

(APPROXIMATE DEPICTION)

TR

UC

K B

OX BU

ILD

IN

G

BU

ILD

IN

G

BU

ILD

IN

G

SIDEWALK

SIDEWALK

BUILDING

BU

ILD

IN

G

BUILDING

BLDG.

BLDG

BU

ILD

IN

G

" C

MP

148 CLAYTON COURT

PARCEL #158719144002

CLAYTON SUB RESUB

TR B&C LOT 2

138 CLAYTON COURT

PARCEL #158719144003

CLAYTON SUB RESUB

TR B&C LOT 3

130 CLAYTON COURT

PARCEL #158719144004

CLAYTON SUB RESUB

TR B&C LOT 4

124 CLAYTON COURT

PARCEL #158719144005

CLAYTON SUB RESUB

TR B&C LOT 5

118 CLAYTON COURT

PARCEL #158719144002

CLAYTON SUB RESUB

TR B&C LOT 6

108 CLAYTON COURT

FRASER DOWNTOWN LLC

TIMERLINE PLAZA MH PARK

LOT 11

BL

DG

158719144001

CLAYTON SUB RESUB

TR B&C LOT 1

TOWN OF FRASER

OUTFALL EL=8546.10

OUTFALL EL=8546.20

INV EL=8553.29

BUILDING

BUILDING

10' CONTROL

CABLE EASEMENT

10' ELECTRIC

EASEMENT

20' WATER LINE

EASEMENT

5' TELEPHONE

EASEMENT

5' TELEPHONE

EASEMENT

SNOW STORAGE

EASEMENTELECTRIC

EASEMENT

SEWER

EASEMENT

ELECTRIC

EASEMENT

SEWER EASEMENT

20' ELECTRIC EASEMENT

RECEPTION #97006490

20' WATER LINE EASEMENT

BOOK 347, PAGE 438

10' GAS EASEMENT

UE UE UE UE UE UE UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

G G

G G

G G

G G

G

W

W

W

G G G

UE

UE

UE

UE

UE

W

U E

U E

U E

U E

U E

U E

U E

U E

G G G G G G

G G

G G

G G

G G

G G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

W

UE UE UE UE UE

U E

U E

U E

G

UE

UE

UE

1" = 30' HOR.

30' 15' 30' 60'0

PROPOSED UTILITY RELOCATION PLAN

AN

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CO

MP

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SH

AL

L B E

AT

T

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S

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E

RI

SK

F

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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

SEPTEMBER 2025

100579CLAYTON COURT

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

DEB

GHS

NOTE: THE UTILITIES SHOWN HEREIN ARE A COLLECTION OF VARIOUS DATA

SETS WHICH ARE NOT KNOWN TO BE AN EXACT DEPICTION OF THE

SYSTEMS/SERVICES IN THIS AREA.

EXISTING ELECTRICAL

METER IS UNDERSTOOD

TO BE THE SERVICE TO

THE XEREX RD.

PEDESTRIAN CROSSING

SIGNAL AND POSSIBLY

STREET LIGHTS

FH TO BE RELOCATED

TO WEST SIDE OF ROAD.

(BY OTHERS)

PROPOSED FH

LOCATION

(BY OTHERS)

150 KVA, 3PH

TOWN SERVICE

COMMS TO RELOCATE TO

ACCEPTABLE DESIGN DEPTH,

PER CODE, GIVEN PROPOSED

ROAD DESIGN GRADES

PROPOSED TRANSFORMER

AND SERVICE FOR CENTRUM

AND LOT SOUTH (LOCATION TBD)(BY OTHERS)

FUTURE ART CENTER

ELECTRIC SERVICE

UNKNOWN

RELOCATE POWER

POLE AND COMMS

PEDESTAL OUT OF SIDEWALK

(BY OTHERS)

COMMS TO BE RELOCATED (BY OTHERS)

EXISTING GAS TO BE ABANDONED. GAS EASEMENT TO BE VACATED

WITH RELOCATED NEW GAS MAIN (BY OTHERS)

EXISTING POWER POLE TO BE REMOVED

FOR CENTRUM DEVELOPMENT.

UNDERGROUND DROPS CURRENTLY TO

FRASER WELL HOUSE, 124 CLAYTON,

130 CLAYTON TO BE RELOCATED TO

NEW TRANSFORMER OR EXISTING POLE.

TO BE DETERMINED. (BY OTHERS)

3PH TO 1PH

TRANSFORMER

FOR DENVER

HEALTH CLINIC

(BY OTHERS)

NEW SERVICE TO

EXISTING POLE.

ADJUST SANITARY MH

RING AND COVER FLUSH W/ SIDEWALK.

ADJUST SANITARY MH RING

AND COVER DOWN ~3",

TO PROPOSED DESIGN GRADE.

GAS STUB

10.0'

5.0'

5.0'

18.5'

16.4'

14.8'

5.0' 5.0'

10'

5'

PROPOSED

FH LOCATION

(BY OTHERS)

C6

EXISTING HYDRANT

6"+ COBBLES

INV. IN (W) 8" PVC (-9.25)=8546.53

INV. IN (S) 24" PVC (-10.60)=8545.18

INV. OUT (N) 24" PVC (-10.85)=8544.93

SANITARY MH B012

RIM EL=8557.85

INV. IN (SW) 8" PVC (-6.65)=8551.20

INV. IN (N) 24" PVC (-10.50)=8547.35

INV. OUT (SE) 24" PVC (-10.75)=8547.10

SANITARY MH B013

RIM EL=8562.27

INV. IN (SE) 24" PVC (-10.75)=8551.52

INV. OUT (NW) 24" PVC (-10.90)=8551.37

SANITARY MH

RIM EL=8565.54

INV. IN (SE) 24" PVC (-12.60)=8552.94

INV. OUT (NW) 24" PVC (-12.75)=8555.79

APPROXIMATE

SIDEWALK

SIDEWALK

BUILDING

BU

ILD

IN

G

BUILDING

BLDG.

BLDG

BU

ILD

IN

G

" C

MP

148 CLAYTON COURT

PARCEL #158719144002

CLAYTON SUB RESUB

TR B&C LOT 2

138 CLAYTON COURT

PARCEL #158719144003

CLAYTON SUB RESUB

TR B&C LOT 3

130 CLAYTON COURT

PARCEL #158719144004

CLAYTON SUB RESUB

TR B&C LOT 4

124 CLAYTON COURT

PARCEL #158719144005

CLAYTON SUB RESUB

TR B&C LOT 5

118 CLAYTON COURT

PARCEL #158719144002

CLAYTON SUB RESUB

TR B&C LOT 6

108 CLAYTON COURT

FRASER DOWNTOWN LLC

TIMERLINE PLAZA MH PARK

LOT 11

BL

DG

158719144001

CLAYTON SUB RESUB

TR B&C LOT 1

TOWN OF FRASER

BUILDING

BUILDING

10.00'

PR

ROW

4.0%

5.00'

PR

ROW

5.00'

PR

ROW

6.5'

PR

ROW

12.00'

PR

TEMP

CONST

ESMT

12.00'

PR

TEMP

CONST

ESMT

10.00'

PR

TEMP

CONST

ESMT

10.00'

PR

TEMP

CONST

ESMT

DOC SUSIE AVE.

CLAYTON COURT

CLAYTON AVENUE

US HIGHWAY 40

FR

AS

ER

A

VE

NU

E

8-FT CONCRETE V-PAN

8-FT CONCRETE V-PAN

RIBBON CURB

8555.18' LP

8557.87' HP

8556.30' LP

2.

1%

1.8 %2.0%

2.0%

2.6

2.6

2.0% 2.0%

2.6%

2.6% 2.6%

2.0%

1.7% 1.7%

3.0%

1.

0%

1.

5%2.0%

2.0%

1.0%

1.0%0.0% 0.0%

2.0%

2.0%

2.0%

2.0%

0.8%

0.7%

0.5%

0.6

0.6

1.

6%

5.

5%

4.

9%

2.

0%

1.4%2.0%

2.0%

2.0%

2.0%

9+2

1+

2+

3+00 4+00

5+00

6+00

7+00

8+00

9+0

AN

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MP

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AL

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F

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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

SEPTEMBER 2025

100579CLAYTON COURT

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

DEB

GHS

N

1" = 30' HOR.

30' 15' 30' 60'0

OVERALL GRADING PLAN C7

STREET CONSTRUCTION NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPTLY NOTIFYING THE ENGINEER OF ANY PROBLEMS OR POTENTIAL PROBLEMS IN CONFORMING TO THE DESIGN LINE AND

GRADE FOR ANY ELEMENT OF THE CONSTRUCTION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPTLY NOTIFYING THE ENGINEER OF SITE

CONDITIONS THAT DIFFER FROM THOSE SHOWN ON THE APPROVED PLANS.

2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE TOWN OF FRASER STREET AND ROADWAY MINIMUM DESIGN CRITERIA AND CONSTRUCTION STANDARDS

DATED JANUARY 2015.

3. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT A MINIMUM DISTANCE OF 12" FROM THE EXISTING EDGE TO CREATE A CLEAN CONSTRUCTION JOINT. THE CONTRACTOR SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE.

4. STREET SUBGRADES SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 12" AND RE-COMPACTED PRIOR TO SUB-BASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE

SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THE CONSTRUCTION INSPECTOR.

5. VALVE BOXES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED.

6. LIFTS IN FILL AREAS SHALL NOT EXCEED 8 INCHES IN COMPACTED DEPTH. MAXIMUM SLOPES OF ALL CUTS & FILLS SHALL BE 3:1 UNLESS OTHERWISE NOTED. FILL SHALL NOT BE PLACED ON EXISTING TOPSOIL OR ORGANIC MATERIAL. TOPSOIL AND ORGANIC MATERIAL SHALL BE STRIPPED AND REMOVED FROM THE FILL AREA AND NOT USED IN THE FILL.

FILL SHALL ONLY BE PLACED ON SUITABLE EXISTING SUBGRADE FREE OF ANY TOPSOIL AND/OR ORGANIC MATERIAL.

7. PAVING SHALL NOT START UNTIL SUBGRADE COMPACTION TESTS MEET REQUIREMENTS OF THE PLANS AND SPECS AND PROOFROLLING HAS BEEN OBSERVED AND FOUND

ACCEPTABLE.

8. THE PAVEMENT SECTION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT FOR THE PROJECT. THE MINIMUM DEPTH OF ASPHALT SHALL BE 6-INCHES.

148 CLAYTON COURT

PARCEL #158719144002

CLAYTON SUB RESUB

TR B&C LOT 2

138 CLAYTON COURT

PARCEL #158719144003

CLAYTON SUB RESUB

TR B&C LOT 3

130 CLAYTON COURT

PARCEL #158719144004

CLAYTON SUB RESUB

TR B&C LOT 4

124 CLAYTON COURT

PARCEL #158719144005

CLAYTON SUB RESUB

TR B&C LOT 5

118 CLAYTON COURT

PARCEL #158719144002

CLAYTON SUB RESUB

TR B&C LOT 6

108 CLAYTON COURT

FRASER DOWNTOWN LLC

TIMERLINE PLAZA MH PARK

LOT 11

CLA

YTON COURT

US HIGHWAY 40

FR

AS

ER

A

VE

NU

E -0.58

-0.78

-1.30

-0.97

-1.13

-0.62

-0.69

-1.23

-1.29

-0.44

-0.50

-0.43

-0.76

-0.94

-1.05

-0.47

-0.86

-0.86

-0.59

-0.47

-0.43

-0.59

0.08

-0.97

-0.54

-0.99

-0.97

-0.85

-0.48

0.23

1.04

0.73

0.92

0.25

-0.69

-0.61

-1.04

-1.08

-0.99

-0.64

0.05

0.91

1.73

1.60

0.23

0.21

-0.90

-0.82

-1.08

-1.22

-1.17

-0.88

-0.23

0.53

1.67

2.12

0.79

-0.95

-0.76

-1.24

-1.30

-1.27

-1.11

-0.51

0.31

1.38

1.95

0.69

-0.73

-0.43

-1.22

-1.33

-1.36

-1.20

-0.80

-0.02

1.15

1.40

0.19

-1.00

-0.77

-1.25

-1.39

-1.34

-0.98

-0.45

0.78

0.78

-0.57

-0.48

-1.35

-1.41

-1.46

-1.05

-0.84

0.16

0.22

-0.85

-1.43

-1.50

-1.42

-1.06

-0.83

0.06

-0.67

-1.40

-1.54

-1.57

-1.19

-0.89

-0.03

-0.94

-1.01

-1.56

-1.62

-1.50

-1.10

-0.83

0.27

-1.00

-1.58

-1.71

-1.68

-1.22

-0.70

0.25

-0.26

-1.23

-1.77

-1.79

-1.62

-1.00

-0.06

0.84

-1.17

-1.76

-1.88

-1.82

-1.33

-0.82

0.48

-0.04

-1.38

-1.86

-1.91

-1.73

-1.28

-0.62

0.73

-1.33

-1.73

-1.89

-1.84

-1.52

-1.20

-0.11

-0.15

-1.30

-1.74

-1.88

-1.76

-1.50

-0.97

0.06

-1.23

-1.65

-1.82

-1.88

-1.57

-1.43

-0.55

-0.94

-1.42

-1.61

-1.85

-1.84

-1.70

-1.40

-0.61

-1.81

-1.54

-1.73

-1.89

-1.81

-1.99

-1.18

-1.60

-2.24

-1.93

-1.62

-1.76

-1.78

-2.24

-1.23

-2.52

-2.29

-2.05

-1.87

-1.88

-1.74

-1.30

-1.26

-2.39

-2.37

-2.09

-1.99

-1.67

-1.30

-0.68

-1.56

-2.10

-2.13

-2.11

-1.90

-1.41

-0.69

-0.93

-1.78

-1.81

-1.84

-1.85

-1.70

-1.11

-0.41

-2.04

-1.86

-1.56

-1.62

-1.46

-0.84

-0.31

-1.98

-1.79

-1.32

-1.47

-1.17

-0.63

-0.09

-1.69

-1.19

-1.20

-1.14

-0.87

-0.20

-0.43

-1.16

-2.33

-1.71

-0.67

-0.42

-0.20

0.28

-0.68

-1.88

-2.59

-2.39

-0.67

-0.37

0.03

0.51

-0.49

-2.54

-2.82

-2.38

-1.25

-0.85

-0.06

0.63

-0.96

-3.05

-3.25

-1.94

-1.41

-0.93

-0.39

0.63

-1.21

-2.73

-2.90

-1.64

-1.33

-0.85

-0.02

0.25

-1.76

-2.84

-3.00

-1.55

-1.25

-0.73

0.08

-0.24

-2.33

-2.97

-3.46

-1.39

-1.09

-0.58

0.04

-0.87

-2.89

-3.13

-3.88

-1.39

-1.02

-0.48

0.23

-1.53

-3.58

-4.04

-3.85

-1.45

-0.99

-0.40

0.23

-2.09

-3.70

-4.21

-3.68

-1.38

-0.92

-0.19

0.00

-2.46

-3.80

-4.32

-3.47

-1.26

-0.86

-0.11

-0.51

-2.86

-3.73

-3.90

-2.87

-1.19

-0.85

-0.16

-1.00

-3.15

-3.48

-3.50

-1.71

-1.03

-0.80

-0.11

-1.05

-3.28

-3.51

-2.90

-1.08

-0.90

-0.75

-0.03

-1.35

-3.27

-3.58

-2.84

-1.06

-0.90

-0.68

0.05

-1.75

-3.26

-3.73

-2.94

-1.02

-0.90

-0.32

-0.38

-1.99

-3.35

-3.81

-2.35

-0.95

-0.90

-0.28

-0.82

-2.33

-3.42

-3.88

-1.74

-0.92

-0.89

-0.30

-2.46

-3.46

-3.63

-1.23

-0.91

-0.88

-0.31

-2.58

-3.51

-2.82

-0.84

-0.95

-0.89

-0.31

-2.42

-3.18

-2.16

-0.86

-0.97

-0.90

-0.27

-2.16

-2.77

-1.63

-0.99

-1.00

-0.92

-0.19

-2.09

-2.01

-1.00

-0.98

-1.01

-0.92

-0.17

-1.15

-1.09

-1.29

-1.44

-1.55

-1.67

-2.77

-1.60

-0.92

-1.00

-1.01

-0.88

-0.10

-1.18

-1.40

-1.75

-2.16

-2.20

-2.49

-2.54

-2.59

-2.45

-2.20

-1.96

-1.34

-1.05

-0.96

-1.08

-1.09

-0.80

-0.25

-1.59

-1.98

-2.45

-2.43

-2.54

-2.82

-3.09

-3.25

-3.07

-2.64

-2.06

-1.37

-0.97

-1.05

-1.15

-1.11

-0.74

-0.36

-1.71

-2.13

-2.50

-2.56

-2.81

-3.07

-3.45

-3.46

-3.20

-2.71

-1.98

-0.58

-0.79

-1.04

-1.18

-1.09

-0.64

-0.22

-1.56

-2.03

-2.44

-2.77

-3.02

-3.24

-3.29

-3.20

-2.98

-2.59

-1.95

-1.33

-1.04

-1.12

-1.34

-1.16

-0.58

-0.05

-1.24

-1.86

-2.20

-2.26

-2.57

-2.84

-2.94

-2.85

-2.48

-2.18

-2.12

-1.67

-1.41

-1.19

-1.44

-1.28

-0.73

-0.53

-0.91

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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

SEPTEMBER 2025

100579CLAYTON COURT

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

DEB

GHS

N

1" = 20' HOR.

20' 10' 20' 40'0

CUT & FILL PLAN C8

STREET CONSTRUCTION NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPTLY NOTIFYING THE ENGINEER OF ANY PROBLEMS OR POTENTIAL PROBLEMS IN CONFORMING TO THE DESIGN LINE AND

GRADE FOR ANY ELEMENT OF THE CONSTRUCTION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPTLY NOTIFYING THE ENGINEER OF SITE

CONDITIONS THAT DIFFER FROM THOSE SHOWN ON THE APPROVED PLANS.

2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE TOWN OF FRASER STREET AND ROADWAY MINIMUM DESIGN CRITERIA AND CONSTRUCTION STANDARDS

DATED JANUARY 2015.

3. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT A MINIMUM DISTANCE OF 12" FROM THE EXISTING EDGE TO CREATE A CLEAN CONSTRUCTION JOINT. THE CONTRACTOR SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN BE MADE.

4. STREET SUBGRADES SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 12" AND RE-COMPACTED PRIOR TO SUB-BASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE

SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THE CONSTRUCTION INSPECTOR.

5. VALVE BOXES ARE TO BE BROUGHT UP TO GRADE AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED.

6. LIFTS IN FILL AREAS SHALL NOT EXCEED 8 INCHES IN COMPACTED DEPTH. MAXIMUM SLOPES OF ALL CUTS & FILLS SHALL BE 3:1 UNLESS OTHERWISE NOTED. FILL SHALL NOT BE PLACED ON EXISTING TOPSOIL OR ORGANIC MATERIAL. TOPSOIL AND ORGANIC MATERIAL SHALL BE STRIPPED AND REMOVED FROM THE FILL AREA AND NOT USED IN THE FILL.

FILL SHALL ONLY BE PLACED ON SUITABLE EXISTING SUBGRADE FREE OF ANY TOPSOIL AND/OR ORGANIC MATERIAL.

7. PAVING SHALL NOT START UNTIL SUBGRADE COMPACTION TESTS MEET REQUIREMENTS OF THE PLANS AND SPECS AND PROOFROLLING HAS BEEN OBSERVED AND FOUND

ACCEPTABLE.

8. THE PAVEMENT SECTION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT FOR THE PROJECT. THE MINIMUM DEPTH OF ASPHALT SHALL BE 6-INCHES.

CUT/FILL NOTES:

1. CUT TO FILL CALCULATIONS ARE BASED UPON EXISTING GRADE TO SUB-BASE ROAD GRADES.

2. SUB-BASE ROAD GRADE IN CALCULATIONS IS ONE (1) FOOT BELOW FINISH GRADES.

3. CUT AND FILL ADJUSTMENT FACTORS OF 10% SWELL AND 10% SHRINKAGE ARE INCLUDED IN CALCULATIONS.

4. THE ENGINEER MAKES NO WARRANTY OR GUARANTEE OF QUANTITIES CALCULATED IN THIS TABLE.

CL

8556.92

PVMT

8557.31

EX

8559.89

EX

8559.50

EX

8558.81

PVMT

8556.78

CL

8556.39

PVMT

8556.78

PVMT

8555.96

CL

8556.31

EX

8559.95

TOC

8559.54

EX

8558.72

CL

8556.88

TOC

8557.64

PVMT

8557.27

PVMT

8557.27

TOC

8557.68

ROW

8557.85

ROW

8557.81

PVMT

8558.43

TOC

8557.64

ROW

8557.81

DOC SUSIE AVE.

FR

AS

ER

A

VE

NU

E

CLAYTON COURT

8558.5

.5

TOC

8557.15

TOC

8557.15

TOC

8556.33

TOC

8557.16

2.0%

2.0%

1.7%

1.7%

2.0% 2.0%

2.0%

2.0%

2.0% 2.0%

2.0% 2.0%

2.

0%

2.

0%

1.

4%

3.

3%

1.

5%

3.

3%

4.

8%

6.

2%

5.

6%

4.

8%

4.

8%

2.0%

2.0%

2.0%

1.4%1.4%

1.0

0.4%0.0%

0.7%

0.7%

2.0% 2.0%

1.7%

2.0%

2.0%

0.

5%

EX

8559.23

TOC

8556.21

SW

8556.25

PVMT

8560.00

PVMT

8555.79

SW

8556.25

TOC

8556.24

FL

8555.87

PVMT

8555.91

FL

8555.95

TOC

8556.29

PVMT

8559.85

SW

8556.46

PVMT

8555.79

PVMT

8555.83

FL

8555.87

2.0%

1.

5%

1.

5%

1.1% 1.8%

1.5% 1.5%

1.5%

2.0%

2.

0%

2.

0%

25.0%

25.0%

25.0%

.0

25.0%

25.0%

25.0%

0.7% 0.7%

0.7%

1.0%

0.5

2+

3+00

4+00

5+00

6+00

8557.5

8556.5 8557

1.4%

1.

5%

1.9%

ROW

8557.85

0.6%

1.9%1.2% 1.5%

1.9%

CO

NC

RE

TE

RIVER

ROCK

TOC

8558.80

1.0% 0.9%2.0%

1.0%

TBC

8557.41

TBC

8557.72

.5

1.

4%

1.

5%

1.

5%

2.0%

2.0%

1.4%1.4%

1.0

2.0%

1.1%

1.8%

1.5%

1.5%

1.5%

2.0%

0.5

2.

0%

2.

0%

FL

8554.86'

FL

8555.90'

PVMT

8555.86'

PVMT

8555.46'

TOC

8556.23'

PVMT

8555.86'

CL

8556.44'

CL

8555.18'

TOC

8556.29'

FL

8555.95'

PVMT

8555.91'

SW

8556.40'

TOC

8555.83'

SW

8556.07'

PV…