CR 15 Plan Set 09032025.pdf

PROJECT LIMITS

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CR-15

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R 74 / H

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AD

CR-15 TRAIL

BEGIN PROJECT

STA: 0+00.00

CR-15 TRAIL

END PROJECT

STA: 70+20.38

J-U-B ENGINEERS, INC.

Fort Collins, CO 80528 2809 E. Harmony Rd., Suite 300

Phone: 970.377.3602

301 Walnut Street Windsor, CO 80550 Phone: (970) 674-2400 Fax: (970) 674-2456

N

COUNTY ROAD 15 TRAIL

EAST QUARTER OF SECTION 6,

TOWNSHIP 6 NORTH, RANGE 67 WEST OF THE 6TH P.M.

WINDSOR, CO, 80550

PROJECT LOCATION MAP

FINAL PLANS

SEPTEMBER 2025

0 500 1,000

SCALE IN FEET

FEET MILES

TOTAL

SUMMARY OF PROJECT LENGTH

TRAIL (NET LENGTH)

MAJOR STRUCTURE

PROJECT GROSS LENGTH

FOR INFORMATION ONLY

TRAIL

FEET

MAJOR

STRUCTURE

STATION

CR-15 TRAIL

STA. 0+00.00

BEGIN PROJECT

STA. 70+28.58

STB. END PROJECT

TABULATION OF LENGTH & DESIGN DATA

INDEX OF SHEETS

SUBSET

SHEET

NUMBER(S)

DRAWING

NUMBER(S)

GENERAL 1-8 G-001 TO G-008

GEOMETRIC 9-12 GM-101 TO GM-104

PLAN & PROFILE 13-21 PP-201 TO PP-209

GRADING & DRAINAGE 22-27 GR-301 TO GR-306

SWMP 28-40 SW-401 TO SW-413

STRUCTURES 41-41 ST-501 TO ST-501

DETAILS 42-43 DT-601 TO DT-602

CROSS SECTIONS 44-53 XS-701 TO XS-710

Call before you dig.

Know what's below .

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G-001

SZURN

SFETZER

GENERAL

TBD

9/3/2025

AS NOTED

7,020.38

7,020.38

7,020.38

7,020.38

1.33

1.33 0 0

T. 6 NORTH

R. 67 WEST

SECTION 6

CITY OF GREELEY

REVIEWED BY: _____________________________________________

WATER/SEWER CHIEF ENGINEER DATE

REVIEW DOES NOT CONSTITUTE “APPROVAL” OF PLANS. PERMITTEE IS

RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS.

OMAR HERRERA, P.E. Date Town Engineer

APPROVAL BLOCK

TOWN OF WINDSOR

DRAWING REVIEW

REVIEW IS FOR GENERAL COMPLIANCE WITH

TOWN STANDARDS. NO RESPONSIBILITY

IS ASSUMED FOR CORRECTNESS OF DESIGN.

J-U-B ENGINEERS, INC.

Fort Collins, CO 80528 2809 E. Harmony Rd., Suite 300

Phone: 970.377.3602

301 Walnut Street Windsor, CO 80550 Phone: (970) 674-2400 Fax: (970) 674-2456

Call before you dig.

Know what's below .

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G-002

SZURN

SFETZER

GENERAL

TBD

9/3/2025

AS NOTED

ABBREVIATIONS

ASSY ASSEMBLY

> ANGLE

@ AT (MEASUREMENTS)

BLDG BUILDING

BM BENCH MARK

BOW BACK OF WALK

BSC BITUMINOUS SURFACE COURSE

BSW BACK OF SIDEWALK

BVC BEGIN VERTICAL CURVE

BW BOTH WAYS

C CHANNEL (STRUCTURAL)

C/L CENTER LINE

CIP COMPLETE IN PLACE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CONC CONCRETE

CONT CONTINUOUS

CPLG COUPLING

CU FT CUBIC FEET

CU YD CUBIC YARD

DEG OR ° DEGREE

DET DETAIL

DIA OR Ø DIAMETER

DIP DUCTILE IRON PIPE

DIST DISTRIBUTION

DWG DRAWING

EA EACH

EG EDGE OF GRAVEL

ELB ELBOW

ELEV or EL ELEVATION

EVC END VERTICAL CURVE

EW EACH WAY

EXIST OR EX EXISTING

FG FINISH GRADE

FH FIRE HYDRANT

FLG FLANGE

FT OR ' FEET

GV GATE VALVE

HCL HORIZONTAL CONTROL LINE

HERPC HORIZONTAL ELLIPTICAL

REINFORCED CONCRETE PIPE

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

HP HIGH POINT

ID INSIDE DIAMETER

IN OR " INCH

LB OR # POUND

LF LINEAL FEET

LN LINEAL

LVC LENGTH OF VERTICAL CURVE

MAX MAXIMUM

MIN MINIMUM

NO OR # NUMBER

PC POINT OF CURVE

PCR POUND PER CUBIC FOOT

PE POLYETHYLENE

PGL PROFILE GRADE LINE

PSI POUND PER SQUARE INCH

PL PLATE

PL PROPERTY LINE

PNT POINT

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENT

PVC POLYVINYL-CHLORIDE

PVI POINT OF VERTICAL INFLECTION

PVMT PAVEMENT

R RADIUS

RCP REINFORCED CONCRETE PIPE

RCEP REINFORCED CONCRETE

ELLIPTICAL PIPE

RP RADIUS POINT

R&R REMOVE & REPLACE

REM REMOVE

REQ'D REQUIRED

REV REVISION

R/W or ROW RIGHT-OF-WAY

S SLOPE

SPEC SPECIFICATION

STA STATION

STD STANDARD

STL STEEL

ST STL STAINLESS STEEL

TBC TOP BACK OF CURB

TYP TYPICAL

TFC TOP FACE OF CONCRETE

W/ WITH

W/O WITHOUT

W/REQ'D WHERE REQUIIRED

WL WATER LINE

YR YEAR

WATER (GENERAL)

WATER (SPECIFIED SIZE)

WATER SERVICE

W

X"W

WSWS

W

X"W

WSWS

DOMESTIC WATER

IRRIGATION IRRIRR

IRRIGATION

NATURAL GAS

NATURAL GAS SERVICE

G

GG

G

GG

NATURAL GAS

PROPERTY LINE

RIGHT OF WAY

TEMPORARY EASEMENT

PERMANENT EASEMENT

SECTION LINE

QUARTER SECTION LINE

BOUNDARY

RIGHT OF WAY, ABANDONED AB R/W

RIGHT OF WAY, RESERVED RES R/W

R/W R/W

FENCE (3-STRAND)

MAJOR CONTOUR

MINOR CONTOUR

CUT LIMITS

FILL LIMITS

DITCH

EDGE OF WATER

TOP OF SLOPE

TOE OF SLOPE

HIGH WATER

STORM SWALE

XX

TOP

TOE

WETLAND WET

SITE

TOP

TOE

WET

CUT

FILL

FENCE (DOWEL)

ROAD SHOULDER

ROAD CENTERLINE

ROAD ASPHALT

ROAD GRAVEL

TOP BACK OF CURB

LIP OF GUTTER

EP

EG

ROADWAY

OVERHEAD POWER

UNDERGROUND POWER

OVERHEAD TELEPHONE

UNDERGROUND TELEPHONE

FIBER OPTIC

CABLE TELEVISION

OHP

UP

OHT

UT

F/O

CTV

OHP

UP

OHT

UT

F/O

CTV

UNDERGROUND POWER, TEL,

CABLE TV

P,T,CTV

UNDERGROUND POWER, TEL,

CABLE TV, GAS

P,T,CTV,G

POWER / COMMUNICATIONS

P,T,CTV

P,T,CTV,G

X

DT-90X

DETAIL

NUMBER

SHEET

NUMBER

DETAIL CALLOUT

SURVEY

1/2" PIN

CONTROL PT

CAP

(ALUMINUM)

CTRL PT 12"

REBAR

CTRL PT 5 8"

REBAR

CTRL PT

PK NAIL

CTRL PT

60D NAIL

5/8" PIN

CONTROL PT

60D

PK

BENCHMARK

NAIL

WELL

TREE

(STUMP)

TREE

(SHRUB)

TREE

(CONIFEROUS)

TREE

(DECIDUOUS)

SIGN

MAIL

BOX

ROCK

GATE

FLAGPOLE

BOLLARD

TEST

HOLE

SITE

BORE HOLE

SPOT

ELEVATION

POST

TELE.

MANHOLE

TELE.

POLE

TELE.

PEDESTAL

TV

PEDESTAL

COMMUNICATIONS

GUY

WIRE

MANHOLE

(GENERIC)

THRUST

BL0CK

UTILITIES

VAULT

VALVE

(GENERIC)

UTILITY

POLE

VERTICAL

PIPE

WATER

MANHOLE

WATER

METER

WATER

VALVE

FIRE

HYDRANT

DOMESTIC WATER

IRRIGATION

VALVE BOX

IRRIGATION

VALVE

IRRIGATION

SS

MANHOLE

SEWER

STUB

CLEANOUT

SANITARY SEWER

GAS

VALVE

GAS

METER

NATURAL GAS

SD

MANHOLE

CATCH

BASIN

FLARE END

STORM DRAIN

ARROW

LEFT

ARROW

RIGHT

ROAD MARKINGS

PIPE

END

OBJECT

BREAK LINE

TYPICAL DETAILS

WATER

SURFACE

POWER

POLE

POWER

STUB

ELEC.

MANHOLE

JUNCTION

BOX

STREET

LIGHT

ELEC.

METER

ELEC.

TRANS.

GUY WIRE

POWER

STREET LIGHT

W/ ARM

ELEC.

SERVICE

EXISTING

LINE

LINE

DESCRIPTION

PROPOSED

LINE

EXISTING

SYMBOL

SYMBOL

DESCRIPTION

PROPOSED

SYMBOL

STORM DRAIN (GENERAL)

STORM DRAIN

SD

X"SD

SD

X"SD

STORM DRAIN

SANITARY SEWER SSSS

SANITARY SEWER

EXISTING

SYMBOL

SYMBOL

DESCRIPTION

PROPOSED

SYMBOL

EXISTING

SYMBOL

SYMBOL

DESCRIPTION

PROPOSED

SYMBOL

OMAR HERRERA, P.E. Date Town Engineer

APPROVAL BLOCK

TOWN OF WINDSOR

DRAWING REVIEW

REVIEW IS FOR GENERAL COMPLIANCE WITH

2809 E. Harmony Rd., Suite 300

Phone: 970.377.3602

301 Walnut Street Windsor, CO 80550 Phone: (970) 674-2400 Fax: (970) 674-2456

Call before you dig.

Know what's below .

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G-003

SZURN

SFETZER

GENERAL

TBD

9/3/2025

AS NOTED

GENERAL NOTES

1. ALL STREET, EMBANKMENT, STORM SEWER AND ROCK CONSTRUCTION SHALL MEET OR

EXCEED THE STANDARD SPECIFICATIONS SET FORTH IN THE COLORADO DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION AND

TOWN OF WINDSOR STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF

EXECUTION OF THE DEVELOPMENT AGREEMENT PERTAINING TO THIS DEVELOPMENT AND

APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN

THESE PLANS AND SPECIFICATIONS OR ANY APPLICABLE STANDARDS, THE MOST

RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED & APPROVED BY

THE TOWN OF WINDSOR. ANY CONSTRUCTION OCCURRING THREE YEARS OR MORE AFTER

THE EXECUTION OF THE DEVELOPMENT AGREEMENT SHALL REQUIRE RE-EXAMINATION OF

THE PLANS BY THE TOWN ENGINEER, WHO MAY REQUIRE THAT THEY BE MADE TO

CONFORM TO STANDARDS AND SPECIFICATIONS CURRENT AT THAT TIME.

2. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE SOILS REPORT

PREPARED FOR THIS PROJECT AND APPROVED BY THE TOWN ENGINEER.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY NOTIFICATION

CENTER OF COLORADO (CALL BEFORE YOU DIG), 811. CALL TWO BUSINESS DAYS PRIOR

(NOT INCLUDING THE DAY OF THE CALL) TO DIGGING, GRADING OR EXCAVATING FOR THE

MARKING OF UNDERGROUND MEMBER UTILITIES.

4. 48 HOURS PRIOR TO ANY EARTH DISTURBANCE, THE CONTRACTOR SHALL NOTIFY THE

TOWN ENGINEER (970-674-2400).

5. 48 HOURS PRIOR TO ANY EARTH DISTURBANCE, THE CONTRACTOR SHALL NOTIFY THE

STORMWATER PROGRAM COORDINATOR (970-674-2490) TO SET UP THE REQUIRED

INITIALGRADING, EROSION AND SEDIMENT CONTROL INSPECTION.

6. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL

MEASURES PRIOR TO CONSTRUCTION AND SHALL MAINTAIN THE CONTROL MEASURES

DURING CONSTRUCTION, AS IDENTIFIED ON THE GRADING, EROSION AND SEDIMENT

CONTROL PLAN (GESCP). THE STORMWATER PROGRAM COORDINATOR SHALL APPROVE

ANY MODIFICATION OF A CONTROL MEASURE IDENTIFIED ON THE GESCP PRIOR TO

INSTALLATION. MAINTENANCE OF ONSITE DRAINAGE AND EROSION CONTROL FACILITIES

DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

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

ALL UTILITIES TO COORDINATE SCHEDULES.

8. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF

ANY TYPE, THE CONTRACTOR SHALL CONTACT THE TOWN ENGINEER. PHONE (970)

674-2400.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING

CONSTRUCTION:

a. ALL SIGNS, STRIPING AND TRAFFIC CONTROL DEVICE SHALL CONFORM TO, AND PLACEMENT

SHALL BE PERFORMED IN ACCORDANCE WITH, THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD), LATEST EDITION AND CDOT M&S STANDARDS, LATEST EDITION.

b. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND CLEANING OF TRAFFIC

CONTROL DEVICES.

c. THE CONTRACTOR SHALL MAINTAIN EXISTING PAVEMENT MARKINGS DURING CONSTRUCTION

OPERATIONS, IN CONFORMANCE WITH CONSTRUCTION DOCUMENTS.

d. REMOVAL OF EXISTING PAVEMENT MARKINGS SHALL BE ACCOMPLISHED BY A METHOD THAT

DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR EXISTING

SURFACING. THE PAVEMENT MARKINGS SHALL BE REMOVED TO THE EXTENT THAT THEY ARE

NOT VISIBLE UNDER DAY OR NIGHT CONDITIONS.

10. THE CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS TO EQUAL OR BETTER

CONDITION THAN EXISTED BEFORE CONSTRUCTION. DRAINAGE DITCHES OR

WATERCOURSES THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THE

GRADES AND CROSS-SECTIONS THAT EXISTED BEFORE CONSTRUCTION, UNLESS

OTHERWISE SHOWN ON THE CONSTRUCTION DOCUMENTS.

11. PRIOR TO CLOSEOUT OF ANY TOWN ISSUED GRADING EROSION AND SEDIMENT CONTROL

PLAN, ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL HAVE A UNIFORM

VEGETATIVE COVER ESTABLISHED WITH AN INDIVIDUAL PLANT DENSITY OF AT LEAST 70

PERCENT OF PRE-DISTURBANCE LEVELS, OR EQUIVALENT PERMANENT, PHYSICAL EROSION

REDUCTION METHODS.

12. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, PROPERTY CORNERS,

REFERENCE POINTS, STAKES AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS.

IN CASE OF WILLFUL OR CARELESS DESTRUCTION, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR RESTORATIONS. RESETTING OF MARKERS SHALL BE PERFORMED

UNDER THE DIRECTION OF A COLORADO LICENSED PROFESSIONAL LAND SURVEYOR.

13. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY CONSTRUCTION DEBRIS AND MUD

TRACKED ONTO EXISTING ROADWAYS. THE CONTRACTOR SHALL REPAIR ANY EXCAVATION

OR PAVEMENT FAILURES CAUSED BY THE CONSTRUCTION.

14. ALL DAMAGED EXISTING CURB, GUTTER, AND RECREATIONAL TRAIL SHALL BE REPAIRED

PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS.

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

APPROXIMATE WHEN SHOWN ON THESE CONSTRUCTION DRAWINGS. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL

UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK PRIOR TO COMMENCING ANY

NEW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE OF ANY UNKNOWN

UNDERGROUND UTILITIES.

16. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WINDSOR PUBLIC WORKS DEPARTMENT AT

(970) 674-5400 AT LEAST 48 HOURS PRIOR TO INSTALLING A NEW SEWER SERVICE.

17. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WINDSOR PUBLIC WORKS DEPARTMENT AT

(970) 674-5400 AT LEAST 48 HOURS PRIOR TO INSTALLING A NEW WATER SERVICE OR

ABANDONING AN EXISTING WATER SERVICE.

18. THE TOWN OF WINDSOR SHALL NOT BE RESPONSIBLE FOR OPERATION, MAINTENANCE OR

REPAIR OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SERVICES OF A QUALIFIED

TESTING LABORATORY TO PERFORM ALL COMPACTION TESTING, ASPHALT TESTING,

CONCRETE TESTING AND ANY OTHER TESTING AS MAY BE REQUIRED TO COMPLETE THE

WORK. QUALITY CONTROL TEST RESULTS MUST BE SUBMITTED FOR ALL PHASES OF THIS

PROJECT PER THE TOWN’S REQUIREMENTS.

20. THE CONTRACTOR SHALL MAINTAIN ONE (1) SET OF “REDLINED” PRINTS OF THE

CONSTRUCTION PLANS. THE “REDLINED” PRINTS SHALL BE KEPT CURRENT TO

ACCURATELY REPRESENT THE DIMENSIONS AND LOCATIONS OF ALL WORK PERFORMED BY

THE CONTRACTOR. PRIOR TO FINAL PAYMENT, THE CONTRACTOR MUST PRESENT THE

“REDLINED” PRINTS TO THE OWNER’S ENGINEER FOR PREPARATION OF A SET OF

REPRODUCIBLE “RECORD DRAWINGS” WHICH SHALL BE SUBMITTED TO THE TOWN WITHIN

30 DAYS OF CONSTRUCTION ACCEPTANCE OF THE PROJECT BY THE TOWN.

21. THE OWNER/DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED LOT

STAKING AND CONSTRUCTION STAKING. THE CONTRACTOR SHALL COORDINATE THROUGH

THE OWNER’S DESIGNATED REPRESENTATIVE TO ASSURE THAT THE SURVEYOR IS GIVEN

ADEQUATE NOTICE AND INSTRUCTION IN ORDER TO COMPLETE THE SURVEY

REQUIREMENTS FOR THE VARIOUS PHASES OF WORK. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE COST OF RE-SURVEYING REQUIRED DUE TO THE CONTRACTOR’S,

OR SUBCONTRACTOR’S,ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COSTS ASSOCIATED WITH RESCHEDULING THE SURVEYOR TO ACCOMMODATE THE

CONTRACTOR’S REQUESTS FOR UNSCHEDULED STAKING.

22. THE CONTRACTOR SHALL PROVIDE AND IMPLEMENT A “TRAFFIC CONTROL PLAN” RELATED

TO ALL CONSTRUCTION ACTIVITIES FOR THIS PROJECT.

23. THE CONTRACTOR SHALL PERFORM ALL WORK ACCORDING TO ALL TOWN, COUNTY, STATE

AND FEDERAL SAFETY AND HEALTH REGULATIONS. IN PARTICULAR, THE TRENCHING AND

OPEN EXCAVATION OPERATIONS SHALL COMPLY WITH ALL CURRENT O.S.H.A. REGULATORY

REQUIREMENTS, IF NEEDED.

24. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE STATE OF COLORADO PERMITTING

PROCESS FOR “STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.”

FOR INFORMATION CONTACT THE COLORADO DEPARTMENT OF HEALTH, WATER QUALITY

CONTROL DIVISION, WQCD-P-B2, 4300 CHERRY CREEK DRIVE SOUTH, DENVER, COLORADO,

80246-1530. ATTENTION: PERMITS AND ENFORCEMENT SECTION. PHONE (303) 692-3500. A

COPY OF THE CONTRACTOR’S PERMIT CERTIFICATION MUST BE SUBMITTED TO THE

STORMWATER PROGRAM COORDINATOR.

25. WHEN DISCHARGING GROUNDWATER, ALL DEWATERING METHODS SHALL BE IN

CONFORMANCE WITH ALL LAWS AND REGULATIONS OF THE STATE – INCLUDING OBTAINING

A COLORADO DISCHARGE PERMIT SYSTEM PERMIT FOR CONSTRUCTION DEWATERING

WASTEWATER DISCHARGE, IF APPLICABLE. THE CONTRACTOR SHALL TAKE ALL NECESSARY

AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL

DAMAGE THAT MAY OCCUR FROM STORMWATER RUNOFF AND /OR DEPOSITION OF DEBRIS

RESULTING FROM ANY AND ALL WORK.

26. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREON,

DOES HEREBY AFFIRM RESPONSIBILITY TO THE TOWN OF WINDSOR, AS A BENEFICIARY OF

SAID ENGINEER’S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS,

AND APPROVAL OF THESE PLANS SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED

THESE PLANS OF ANY SUCH RESPONSIBILITY.

27. THE CONTRACTOR SHALL HAVE A REGISTERED LAND SURVEYOR TIE OUT AND RESET ANY

PROPERTY CORNERS OR SECTION CORNERS PLANNED TO BE DISTURBED BY

CONSTRUCTION OF THIS PROJECT, AND SHALL HAVE A REGISTERED LAND SURVEYOR

REESTABLISH ANY PROPERTY CORNERS OR SECTION CORNERS INADVERTENTLY

DISTURBED DURING CONSTRUCTION OF THIS PROJECT.

GRADING, EROSION AND SEDIMENT CONTROL NOTES

1. ANY LAND DISTURBANCE WITHIN THE LIMITS OF DISTURBANCE NOTED ON THIS PLAN BY

ANY OWNER, DEVELOPER, BUILDER, CONTRACTOR, OR OTHER PERSON SHALL COMPLY

WITH THE BEST MANAGEMENT PRACTICES REQUIREMENTS AND PROHIBITIONS NOTED IN

THE USDCM: VOL. III STORMWATER QUALITY, CHAPTER 7. NOTE: THE USE OF STRAW BALE

BARRIERS (SBB), NOTED AS SC-03 IN THE URBAN STORM DRAINAGE CRITERIA MANUAL, IS

DISCOURAGED IN THE TOWN. SPECIFIC APPROVAL FROM THE TOWN’S STORM WATER

PROGRAM COORDINATOR IS REQUIRED FOR USE.

2. NON-COMPLIANCE AND ANY NOTICE OF VIOLATION IS THE RESPONSIBILITY OF THE OWNER

SIGNING THESE PLANS.

3. NO CLEARING, GRADING, EXCAVATION, FILLING, OR OTHER LAND DISTURBING ACTIVITIES

SHALL BE PERMITTED UNTIL SIGNOFF AND ACCEPTANCE OF THE GRADING, EROSION AND

SEDIMENT CONTROL PLAN IS RECEIVED FROM TOW ENGINEERING, AND AN INITIAL

INSPECTION HAS BEEN COMPLETED.

4. THE INSTALLATION OF THE FIRST LEVEL OF TEMPORARY SEDIMENT AND EROSION CONTROL

FACILITIES AND BMPS SHALL BE INSTALLED AND INSPECTED PRIOR TO ANY EARTH

DISTURBANCE OPERATIONS TAKING PLACE. CALL THE STORMWATER PROGRAM

COORDINATOR, 970-674-2490, 48 HOURS PRIOR TO CONSTRUCTION.

5. SEDIMENT (MUD AND DIRT) TRANSPORTED ONTO A PUBLIC ROAD, REGARDLESS OF THE

SIZE OF THE SITE, SHALL BE REMOVED AND PROPERLY DISPOSED OF IMMEDIATELY. POWER

WASHING OF PAVEMENT IS NOT ALLOWED.

6. CONCRETE WASH WATER SHALL NOT BE ALLOWED TO RUNOFF TO STATE WATERS,

INCLUDING GROUNDWATER AND ANY SURFACE OR SUBSURFACE STORM DRAINAGE

SYSTEM OR FACILITIES. CONCRETE WASH WATER, AND WASTE WATER USED IN RINSING

TOOLS USED FOR GROUT, MORTAR, SAW CUTTING, AND SIMILAR MATERIALS SHALL BE

COLLECTED IN AN APPROVED WASH OUT AREA, REMOVED REGULARLY, AND DISPOSED OF

APPROPRIATELY.

7. SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY

DISTURBED LAND AREA SHALL BE COMPLETED WITHIN FOURTEEN (14) CALENDAR DAYS

AFTER FINAL GRADING OR FINAL EARTH DISTURBANCE HAS BEEN COMPLETED. DISTURBED

AREAS AND STOCKPILES WHICH ARE NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR

LONGER THAN THIRTY (30) DAYS SHALL ALSO BE MULCHED WITHIN FOURTEEN (14) DAYS

AFTER INTERIM GRADING. AN AREA THAT IS GOING TO REMAIN IN AN INTERIM DORMANT

STATE FOR MORE THAN SIXTY (60) DAYS SHALL BE SEEDED ANDMULCHED (CONDITIONS

PERMITTING), OR AN APPROPRIATE SOIL BINDER SHALL BE APPLIED IF CONDITIONS DO NOT

PERMIT SEED GERMINATION, WITHIN FOURTEEN (14) DAYS AFTER GRADING OPERATIONS

CEASE. ALL TEMPORARY SOIL EROSION CONTROL MEASURES AND BMPS SHALL BE

MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED.

8. THE GRADING, EROSION AND SEDIMENT CONTROL PLAN WILL BE SUBJECT TO RE-REVIEW

AND RE-ACCEPTANCE BY THE TOWN OF WINDSOR ENGINEERING SHOULD ANY OF THE

FOLLOWING OCCUR: GRADING DOES NOT COMMENCE WITHIN TWELVE (12) MONTHS OF THE

TOWN ENGINEER’S ACCEPTANCE OF THE PLAN, A CHANGE IN PROPERTY OWNERSHIP,

PROPOSED DEVELOPMENT CHANGES, OR PROPOSED GRADING REVISIONS.

9. ACCEPTANCE OF THIS PLAN DOES NOT CONSTITUTE APPROVAL TO GRADE IN ANY UTILITY

EASEMENT OR RIGHT-OF-WAY. APPROVALS TO GRADE WITHIN UTILITY EASEMENTS MUST BE

OBTAINED FROM THE APPROPRIATE UTILITY COMPANY. IT IS NOT PERMISSIBLE FOR ANY

PERSON TO MODIFY THE GRADE OF THE EARTH ON ANY TOWN OF WINDSOR EASEMENT OR

UTILITY RIGHT-OF-WAY WITHOUT WRITTEN APPROVAL FROM THE ROW OWNER. THE PLAN

SHALL NOT INCREASE OR DIVERT WATER TOWARDS UTILITY FACILITIES. ANY CHANGES TO

EXISTING UTILITY FACILITIES TO ACCOMMODATE THE PLAN MUST BE APPROVED BY THE

AFFECTED UTILITY OWNER PRIOR TO IMPLEMENTING THE PLAN. THE COST TO RELOCATE

OR

PROTECT EXISTING UTILITIES OR TO PROVIDE INTERIM ACCESS IS THE

EXPENSE OF THE OWNER SIGNING THESE PLANS.

10. THIS PLAN CONTAINS EROSION AND SEDIMENT CONTROL METHODS AND BEST

MANAGEMENT PRACTICES (BMPS) TO BE USED DURING CONSTRUCTION; ADDITIONAL

MEASURES AND BMPS MAY BE REQUIRED AS CONDITIONS CHANGE. IT IS THE

CONTRACTOR’S RESPONSIBILITY TO ENSURE COMPLIANCE WITH FEDERAL, STATE AND

TOWN OF WINDSOR REQUIREMENTS, AND THE STORMWATER PROGRAM COORDINATOR

MUST BE NOTIFIED OF ANY MAJOR CHANGES.

11. ALL BMPS ARE TO BE MAINTAINED PER THE SPECIFICATIONS NOTED IN THIS PLAN. IF ANY

SUBSTANTIAL DEVIATION FROM INSTALLATION/IMPLEMENTATION SPECIFICATIONS MAY

BETTER SUIT A PARTICULAR APPLICATION, CONTACT THE STORMWATER PROGRAM

COORDINATOR FOR APPROVAL BEFORE INSTALLATION, OR MAKING A CHANGE TO THE BMP

OR ITS LOCATION.

12. SOILS EXPOSED BY LAND DISTURBING ACTIVITIES ON SLOPES SHALL BE KEPT IN A

ROUGHENED CONDITION BY RIPPING/DISKING ALONG CONTOURS TO PREVENT EROSION.

TECHNIQUES SUCH AS SURFACE ROUGHENING AND/OR DUST SUPPRESSION WITH WATER

TRUCKS SHALL BE USED TO MINIMIZE WIND EROSION.

13. ALL TEMPORARY BMPS MUST BE REMOVED FROM THE CONSTRUCTIONS SITE AND

PROPERLY DISPOSED OF ONCE FINAL STABILIZATION IS ACHIEVED, EXCEPT BMPS WITH

SPECIFICATIONS THAT ALLOW THE BMP TO REMAIN IN PLACE (I.E. BIO-DEGRADABLE BMPS).

14. UPON THE REQUEST TO CLOSE OUT THE GRADING, EROSION AND SEDIMENT CONTROL

PERMIT, CONTRACTOR SHALL ENSURE THAT ALL AREAS DISTURBED BY CONSTRUCTION

ACTIVITIES, BOTH ON AND OFF SITE, WILL HAVE A UNIFORM VEGETATIVE COVER

ESTABLISHED, WITH ACCEPTABLE PLANTS, AND WITH AN INDIVIDUAL PLANT DENSITY OF AT

LEAST 70 PERCENT OF PRE-DISTURBANCE LEVELS, OR EQUIVALENT PERMANENT PHYSICAL

EROSION REDUCTION METHODS.

1. ALL EASEMENTS AND RIGHTS-OF-WAY CROSSING THE CITY OF GREELEY EASEMENT ARE SUBJECT TO THE

RIGHTS OF SAID CITY OF GREELEY EASEMENT.

2. THERE SHALL BE NO PERMANENT STRUCTURES, CONCRETE SLABS, DETENTION PONDS, FENCES, WALLS, TREES, OR OTHER LANDSCAPING OR BERMS GREATER THAN 3 FEET AT MATURE GROWTH, OR OTHER OBSTRUCTIONS WITHIN THE CITY OF GREELEY EASEMENT. NO COVER SHALL BE REMOVED AND/OR ADDED

WITHOUT WRITTEN PERMISSION FROM CITY OF GREELEY WATER ENGINEER.

3. THERE SHALL BE NO OTHER UTILITIES WITHIN THE CITY OF GREELEY EASEMENT EXCEPT AT RIGHT ANGLE

CROSSINGS AND UNLESS PREVIOUSLY APPROVED BY THE CITY OF GREELEY WATER & SEWER

DEPARTMENT. ALL PLANS SHALL BE SUBMITTED DURING THE DESIGN PHASE AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION AND SHALL SHOW POTHOLED LOCATIONS AND ELEVATIONS IN PLAN AND PROFILE VIEW.

GREELEY WATER & SEWER WILL ISSUE APPROPRIATE CROSSING APPROVAL.

4. IN THE EVENT THAT EXCAVATION IS REQUIRED FOR THE CITY OF GREELEY WATER PIPELINES DUE TO WATER PIPELINE REPAIRS, REPLACEMENT OR OTHER OPERATIONS, THE EXCAVATION WILL BE BACKFILLED SAFELY BUT SURFACE RESTORATION WILL NOT BE DONE BY/ OR AT THE EXPENSE OF THE CITY OF

GREELEY.

5. GREELEY WATER PIPELINE LOCATIONS ARE APPROXIMATE, CONTACT THE TRANSMISSION LINE TECHNICIAN AT 970-371-3726, 72 HOURS IN ADVANCE OF ANY LOCATE REQUEST OR ANY CONSTRUCTION ACTIVITIES

WITHIN THE GREELEY WATER PIPELINE EASEMENT.

6. THERE SHALL BE NO VIBRATORY OR HEAVY SHEEPSFOOT COMPACTION WITHIN 20 FEET OF THE EXISTING

WATER TRANSMISSION PIPELINE. STATIC COMPACTION EQUIPMENT SHALL BE USED.

7. GREELEY PIPELINES MUST HAVE A MINIMUM OF SIX (6) FEET OF COVER AT ALL LOCATIONS TO BE USED AS

A LAND BRIDGE DURING ANY CONSTRUCTION ACTIVITIES.

8. NO CUTS IN GRADING ARE ALLOWED WITHIN THE TRANSMISSION WATERLINE EASEMENTS UNLESS

SUFFICIENT COVER EXISTS AND IS REVIEWED / APPROVED BY THE CITY OF GREELEY.

9. GREELEY WATER LINE SUPPORT AT CROSSINGS SHALL BE INCORPORATED INTO THE DESIGN IF PROPOSED

UTILITY CROSSING IS BELOW THE WATER LINE USING OPEN TRENCH CONSTRUCTION.

10. ANY IRRIGATION LINES AND/OR SPRINKLER SYSTEMS LOCATED WITHIN GREELEY EASEMENT REQUIRES CONTRACTOR TO PROVIDE GREELEY A FULL SET OF LANDSCAPING & IRRIGATION/SPRINKLER SYSTEM PLANS FOR REVIEW AND APPROVAL. PLANS TO BE PROVIDED A MINIMUM OF 2 WEEKS PRIOR TO

CONSTRUCTION. VALVE BOXES ARE NOT TO BE LOCATED WITHIN GREELEY'S EASEMENT.

11. ANY WORK TO BE DONE ON CITY OF GREELEY WATERLINE(S) SHALL CONFORM TO CURRENT CITY OF

GREELEY SPECIFICATIONS.

CITY OF GREELEY WATERLINE NOTES

OMAR HERRERA, P.E. Date Town Engineer

APPROVAL BLOCK

TOWN OF WINDSOR

DRAWING REVIEW

REVIEW IS FOR GENERAL COMPLIANCE WITH

2809 E. Harmony Rd., Suite 300

Phone: 970.377.3602

301 Walnut Street Windsor, CO 80550 Phone: (970) 674-2400 Fax: (970) 674-2456

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GENERAL

TBD

9/3/2025

AS NOTED

1 201-00000 Clearing & Grubbing LS 1

2 202-00010 Removal of Tree EACH 1

3 202-00203 Removal of Curb and Gutter LF 202

4 202-00220 Removal of Asphalt Mat SY 16

5 203-00010 Unclassified Excavation (Complete In Place) CY 1,709

6 203-00050 Unsuitable Material CY 50

7 203-00510 Rock Fill (Special) CY 50

8 203-01500 Blading HR 10

9 203-01597 Potholing HR 20

10 203-02330 Laborer HR 40

11 207-00210 Stockpile Topsoil CY 1,360

12 208-00023 Erosion Log Type 3 (12 Inch) LF 7,258

13 208-00046 Pre-fabricated Concrete Washout Structure EACH 2

14 208-00075 Pre-fabricated Vehicle Tracking Pad EACH 2

15 208-00106 Sweeping (Sediment Removal) HR 15

16 208-00207 Erosion Control Management DAY 25

17 210-01010 Reset Gate Post EACH 2

18 210-01011 Reset Gate EACH 1

19 212-00006 Seeding (Native) ACRE 1

20 212-00032 Soil Conditioning ACRE 1

21 213-00002 Mulching (Weed Free Hay) ACRE 1

22 213-00061 Mulch Tackifier LB 270

23 304-06000 Aggregate Base Course (Class 6) TON 2,567

24 306-01000 Reconditioning SY 8,327

25 403-00721 Hot Mix Asphalt (Patching)(Asphalt) SY 24

26 403-33752 Hot Mix Asphalt (Grading S)(75)(PG 64-28) SY 265

27 504-00000 Concrete Class D (Wall) Reinforced CY 13

28 603-01185 18 Inch Reinforced Concrete Pipe (Complete in Place) LF 24

29 603-50018 18 Inch Plastic Pipe LF 20

30 603-05018 18 Inch Reinforced Concrete End Section EACH 2

31 603-71004 10x4 Foot Concrete Box Culvert (Precast) LF 88

32 608-00010 Concrete Curb Ramp SY 16

33 608-00026 Concrete Bikeway (6 Inch) SY 7,483

34 608-00028 Concrete Bikeway (8 Inch) SY 88

35 608-10000 Sidewalk Drain LF 60

36 514-00100 Handrail LF 262

37 609-21010 Curb and Gutter Type 2 (Section I-B) LF 480

38 620-00020 Sanitary Facility EACH 1

39 625-00000 Construction Surveying LS 1

40 626-00000 Mobilization LS 1

41 630-00012 Traffic Control Management LS 1

42 700-70010 F/A Minor Contract Revisions FA 1 43 700-70016 F/A Fuel Cost Adjustment FA 1 44 700-70380 F/A Erosion Control FA 1 45 700-70381 F/A Work on Harmony FA 1

CONTRACT

ITEM NO.

CONTRACT

SECTION NO. CONTRACT ITEM UNIT

PROJECT TOTALS

PLAN AS

CONST.

OMAR HERRERA, P.E. Date Town Engineer

APPROVAL BLOCK

TOWN OF WINDSOR

DRAWING REVIEW

REVIEW IS FOR GENERAL COMPLIANCE WITH

TOWN STANDARDS. NO RESPONSIBILITY

IS ASSUMED FOR CORRECTNESS OF DESIGN.

CONTRACT

ITEM NO.

CONTRACT

SECTION NO. CONTRACT ITEM UNIT

PROJECT TOTALS

PLAN AS

CONST.

2809 E. Harmony Rd., Suite 300

Phone: 970.377.3602

301 Walnut Street Windsor, CO 80550 Phone: (970) 674-2400 Fax: (970) 674-2456

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9/3/2025

GENERAL

DRAINAGE ITEMS

STATION / LOCATION

REINFORCED

CONCRETE PIPE

FLARED END

SECTION

CONCRETE BOX

CULVERT (PRECAST) SIDEWALK DRAIN PLASTIC PIPE

18 INCH 18 INCH 10 X 4 FOOT 18 INCH

LF EA LF LF LF

CR-15 TRAIL

CULVERT A 24 2

CULVERT B 20

CULVERT C 10

CULVERT D 88

CULVERT E 30

SIDEWALK CHASE 10

TOTALS 24 2 88 50 20

REMOVALS, ADJUSTMENTS, RELOCATES, AND RESET ITEMS

STATION/LOCATION

RESET GATE

(EA)

REMOVAL OF

TREE (EA)

REMOVAL OF

CURB &

GUTTER (LF)

NOTES:

CR-15 TRAIL

STA. 0+00 TO STA. 9+00 0 0 0

STA . 9+00 TO STA. 18+00 0 0 81

STA . 18+00 TO STA. 27+00 0 0 0

STA . 27+00 TO STA. 36+00 0 0 0

STA . 36+00 TO STA. 45+00 1 1 0

STA . 45+00 TO STA. 54+00 0 0 60

STA . 54+00 TO STA. 63+50 0 0 60

STA . 63+50 TO STA. 70+00 0 0 0

TOTALS 1 1 202

SURFACE ITEMS

STATION/LOCATION

AREA

(SF)

CONCRETE BIKEWAY

(6 INCH)

CONCRETE BIKEWAY

(8 INCH)

CONCRETE CURB

RAMP

HOT MIX ASPHALT

PATCH

(PATCHING)(ASPHALT)

HOT MIX

ASPHALT

((GRADING

S)(75)(PG 64-28))

GRAVEL

ROCK FILL

(SPECIAL)

AGGREGATE BASE

COURSE

(CLASS 6)

RECONDITIONING NOTES:

SY SY SY SY SY SY CY TON SY

CR-15 TRAIL

STA. 0+00 TO STA. 9+00 9132 1015 0 16 0 0 0 0 296 1015

STA . 9+00 TO STA. 18+00 9000 970 30 0 0 265 0 0 292 1000

STA . 18+00 TO STA. 27+00 9000 1000 0 0 0 0 0 0 292 1000

STA . 27+00 TO STA. 36+00 9000 1000 0 0 0 0 0 0 292 1000

STA . 36+00 TO STA. 45+00 9000 977 23 0 0 0 205 0 292 1000

STA . 45+00 TO STA. 54+00 9000 982 18 0 12 0 102 1 292 1000

STA . 54+00 TO STA. 63+50 9000 983 17 0 12 0 93 5 292 1000

STA . 63+50 TO STA. 68+00 5000 556 0 0 0 0 0 0 162 556

TOTALS 68133 7483 88 16 24 265 400 6 2208 8327

MISCELLANEOUS ITEMS

STATION/LOCATION

514-00100

Handrail (LF)

CR-15 TRAIL

STA. 0+00 TO STA. 9+00 0

STA . 9+00 TO STA. 18+00 0

STA . 18+00 TO STA. 27+00 0

STA . 27+00 TO STA. 36+00 0

STA . 36+00 TO STA. 45+00 164

STA . 45+00 TO STA. 54+00 0

STA . 54+00 TO STA. 63+50 98

STA . 63+50 TO STA. 68+00 0

TOTALS 262

OMAR HERRERA, P.E. Date Town Engineer

APPROVAL BLOCK

TOWN OF WINDSOR

DRAWING REVIEW

REVIEW IS FOR GENERAL COMPLIANCE WITH

W C

R

W C

R

CR-15

4:1

TYP.

10'

MULTI-USE

PATH

MIN. 22'

PARKWAY *

30'

TO CR-15 C/L

28'

TO CR-15 C/L

2%

* SEE ALIGNMENT FOR EXACT OFFSET

* NOT MET DUE TO PHYSICAL CONSTRAINTS FROM:

STA. 41+16.04 TO 43+40.12

STA. 66+94.28 TO 70+20.70

J-U-B ENGINEERS, INC.

Fort Collins, CO 80528 2809 E. Harmony Rd., Suite 300

Phone: 970.377.3602

301 Walnut Street Windsor, CO 80550 Phone: (970) 674-2400 Fax: (970) 674-2456

SCALE:B SOFT SPOT REPAIR DETAIL

NONE

18" -

6" AGGREGATE

BASE COURSE

GEO-GRID MIRAFI 580i, OR

APPROVED EQUIVALENT*

CONCRETE TRAIL PAVEMENT SECTION

(SEE DWG DT-601)

IF THE CONTRACTOR ENCOUNTERS SUBGRADE THAT IS DETERMINED BY THE

ENGINEER TO BE UNSTABLE, CONTRACTOR SHALL EXCAVATE 24" BELOW

PLANNED CONCRETE PAVEMENT. CONTRACTOR SHALL THEN INSTALL GEO-GRID

ON SUBGRADE, PLACE & COMPACT 6" MINUS AGGREGATE TO BOTTOM OF

AGGREGATE BASE COURSE LAYER AND INSTALL AN ADDITIONAL GEO-GRID

LAYER BEFORE PROCEEDING WITH PLACEMENT OF REMAINING PLANNED

PAVEMENT SECTION. WORK SHALL INCLUDE EXCAVATION, HAULING AND

DISPOSING OF UNSUITABLE MATERIAL, FURNISHING AND PLACING GEO-GRID

FABRIC, AND FURNISHING AND PLACING IMPORTED MATERIAL SHOWN IN SOFT

SPOT REPAIR DETAIL ‘A’ WILL BE ALL INCLUSIVE UNDER ITEM, 203-00050 -

UNSUITABLE MATERIAL (CY). ENGINEER SHALL DETERMINE LIMITS IN THE FIELD.

6" AGGREGATE

BASE COURSE

SCALE IN FEET

300 600

N

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GENERAL

TBD

9/3/2025

AS NOTED

EARTHWORK NOTES

1. EARTHWORK QUANTITIES ARE IN PLACE MEASUREMENT AND DO NOT

ACCOUNT FOR CLEARING AND GRUBBING ACTIVITIES. NO SHRINK OR SWELL

FACTORS WERE APPLIED. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO INTERPRET THE SOIL CONDITION AND APPLY

COMPACTION SWELL FACTORS.

2. EARTHWORK QUANTITIES HAVE BEEN ADJUSTED TO ACCOUNT FOR 6

INCHES OF TOPSOIL PLACED ON ALL DISTURBED AREAS NOT SURFACED.

3. R-VALUE (MINIMUM REQUIREMENT): EMBANKMENT WITHIN PAVED TRAIL

PRISM = 5. IT IS ANTICIPATED THAT UNCLASSIFIED EXCAVATION WILL BE

ABLE TO BE USED FOR TRAIL EMBANKMENT. HOWEVER, THE CONTRACTOR

MAY NEED TO BE SELECTIVE WHEN DETERMINING WHAT UNCLASSIFIED

EXCAVATION IS TO BE USED AS TRAIL EMBANKMENT.

4. REFER TO GEOTECHNICAL INVESTIGATION FOR COMPLETE PAVEMENT,

BASE COURSE AND SUB-GRADE PREPARATION RECOMMENDATIONS.

SUMMARY OF EARTHWORK QUANTITIES

EMBANKMENT MATERIAL

EMBANKMENT MATERIAL (CIP) CUBIC YARDS

AREA 1 2,050

TOTAL EMBANKMENT (CIP) 2,050

TOPSOIL CUBIC YARDS

AREA 1 1,360

STOCKPILE TOPSOIL 1,360

TOPSOIL (OFFSITE) 0

TOTAL TOPSOIL 1,360

EXCAVATION MATERIAL

UNCLASSIFIED EXCAVATION (CIP) CUBIC YARDS

AREA 1 1,709

TOTAL EXCAVATION (CIP) 1,709

SCALE:A TYPICAL SECTION WITH FUTURE EDGE OF ROAD

NONE

OMAR HERRERA, P.E. Date Town Engineer

APPROVAL BLOCK

TOWN OF WINDSOR

DRAWING REVIEW

REVIEW IS FOR GENERAL COMPLIANCE WITH

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00

20+00 21+00

22+00 23+00

OWNER: TOWN OF WINDSOR

CR-15 TRAIL

CONTROL LINE

42234341

554BEGIN CR-15

TRAIL ALIGNMENT

STA: 0+00.00

N: 1427326.59 E: 3160242.58

W C

R

CR-15

OWNER: TOWN OF WINDSOR

OWNER: TOWN OF WINDSOR

23+00 24+00

25+00 26+00 27+00 28+00 29+00

30+00

31+00 32+00 33+00 34+00 35+00 36+00 37+00

38+00

39+00 40+00

41+00 42+00 43+00 44+00 45+00 46+00 47+00

OWNER: TOWN OF WINDSOR

OWNER: SERFER VENTURES LLC

CR-15 TRAIL

CONTROL LINE

CR-15

OWNER: TOWN OF WINDSOR

SURVEY CONTROL

POINT #

NORTHING

1428980.96

1431591.94

1427353.70

1429024.95

1431424.58

1427359.51

1428996.36

EASTING

3160279.73

3160213.34

3160212.52

3160230.20

3160132.48

3160245.62

3160230.74

ELEVATION

4834.456

4866.319

4822.250

4834.154

4865.208

4821.887

4833.666

DESCRIPTION

J-U-B ENGINEERS, INC.

Fort Collins, CO 80528 2809 E. Harmony Rd., Suite 300

Phone: 970.377.3602

301 Walnut Street Windsor, CO 80550 Phone: (970) 674-2400 Fax: (970) 674-2456

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SFETZER

9/3/2025

AS NOTED

GENERAL

VERTICAL DATUM:

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) & GEIOD18.

BENCHMARK IS IN THE TOWN OF WINDSOR BENCHMARK

DESIGNATION "KIMBERLY" ELEVATION=4829.4'.

HORIZONTAL DATUM:

PROJECT COORDINATES ARE COLORADO STATE PLANE

COORDINATES NAD 83(2011) THAT HAVE BEEN SCALED TO GROUND

BY 0.9997342606 (1.00026581) ABOUT THE ORIGIN (0,0).

NOTES:

1. THIS DRAWING IN PROJECT COORDINATES. SEE HORIZONTAL

DATUM NOTE

2. ALL PROPERTY PINS, INTERSECTION MONUMENTS, AND

SECTION CORNERS DISTURBED DURING CONSTRUCTION MUST

BE REFERENCED AND REPLACED UNDER THE SUPERVISION OF

A LICENSED SURVEYOR.

3. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND

UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE

DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO VERIFY THE EXISTENCE OF ALL

UNDERGROUND UTILITIES IN THE AREA OF THE WORK BEFORE

COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND

UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN

UNDERGROUND UTILITIES.

4. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A

COURTESY. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO

VERIFY THE ACCURACY OF THE COORDINATES AND

ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY

PURPOSES.

N CR-15 TRAIL

W C

R -7

W C

R -7

M

AT

C H

LI

N

E

ST

A.

3+

SE

E

BE

LO

W

M

AT

C H

LI

N

E

ST

A.

3+

SE

E

AB

O

VE

M

AT

C H

LI

N

E

ST

A.

7+

SE

E

D R

AW

IN

G G

-0

N

SCALE IN FEET

100 200

OMAR HERRERA, P.E. Date Town Engineer

APPROVAL BLOCK

TOWN OF WINDSOR

DRAWING REVIEW

REVIEW IS FOR GENERAL COMPLIANCE WITH

47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70

+0

+2

OWNER: SERFER VENTURES LLC

OWNER: LOT A

AFFIDAVIT OF CORRECTION

RECORDED EXEMPTION

OWNER: DANIEL H VARRA

CR-15 TRAIL

CONTROL LINE

END CR-15

TRAIL ALIGNMENT

STA: 70+20.36

N: 1434204.65 E: 3160075.27

W C

R

CR-15

FUTURE WORK

SEE DWG. GM-104

SURVEY CONTROL

POINT #

NORTHING

1432405.15

1433997.69

EASTING

3160118.23

3160102.69

ELEVATION

4871.758

4891.937

DESCRIPTION

J-U-B ENGINEERS, INC.

Fort Collins, CO 80528 2809 E. Harmony Rd., Suite 300

Phone: 970.377.3602

301 Walnut Street Windsor, CO 80550 Phone: (970) 674-2400 Fax: (970) 674-2456

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SFETZER

9/3/2025

GENERAL

VERTICAL DATUM:

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) & GEIOD18.

BENCHMARK IS IN THE TOWN OF WINDSOR BENCHMARK

DESIGNATION "KIMBERLY" ELEVATION=4829.4'.

HORIZONTAL DATUM:

PROJECT COORDINATES ARE COLORADO STATE PLANE

COORDINATES NAD 83(2011) THAT HAVE BEEN SCALED TO GROUND

BY 0.9997342606 (1.00026581) ABOUT THE ORIGIN (0,0).

NOTES:

1. THIS DRAWING IN PROJECT COORDINATES. SEE HORIZONTAL

DATUM NOTE

2. ALL PROPERTY PINS, INTERSECTION MONUMENTS, AND

SECTION CORNERS DISTURBED DURING CONSTRUCTION MUST

BE REFERENCED AND REPLACED UNDER THE SUPERVISION OF

A LICENSED SURVEYOR.

3. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND

UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE

DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO VERIFY THE EXISTENCE OF ALL

UNDERGROUND UTILITIES IN THE AREA OF THE WORK BEFORE

COMMENCING NEW CONSTRUCTION. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND

UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN

UNDERGROUND UTILITIES.

4. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A

COURTESY. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO

VERIFY THE ACCURACY OF THE COORDINATES AND

ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY

PURPOSES.

N CR-15 TRAIL

W C

R -7

W C

R -7

M

AT

C H

LI

N

E

ST

A.

7+

SE

E

D R

AW

IN

G G

-0

N

SCALE IN FEET

100 200

OMAR HERRERA, P.E. Date Town Engineer

APPROVAL BLOCK

TOWN OF WINDSOR

DRAWING REVIEW

REVIEW IS FOR GENERAL COMPLIANCE WITH

OWNER: TOWN OF WINDSOR

CR-15 TRAIL

CONTROL LINE

EXISTING 40'

TRAIL EASEMENT

PROPOSED 10'

CONCRETE TRAIL

0+00 1+00

2+00 3+00

4+00 5+00 6+00 7+00 8+00 9+00

N01°16'40"W 18.81'

N07°44'15"W 20.02'

N03°12'41"W 349.19'

N02°32'35"E 339.11'

C3

C4 C1 C2

BP: 0+00.00

PC: 4+16.78

PC: 7+70.96

PC: 0+18.81

PC: 0+55.74

PT: 4+31.85

PT: 7+87.54

PT: 0+35.72

PT: 0+67.59

CR-15

PROPOSED

CULVERT A

18" RCP

OWNER: TOWN OF WINDSOR

CR-15 TRAIL

CONTROL LINE

PROPOSED 10'

CONCRETE TRAIL

9+00 10+00

11+00 12+00 13+00 14+00 15+00

16+00 17+00 18+00

N19°49'05"W 61.38'

N01°17'02"W 135.04' N01°05'17"E

142.79'

N03°47'30"W 337.52'

N03°04'04"E 345.35'

C6

C7 C5

C8

PC: 14+88.36

PC: 15+69.72

PC: 11+25.06

PC: 17+20.93

PT: 15+08.34

PT: 15+85.89

PT: 11+43.02

PT: 17+25.07

W C

R

PROPOSED CULVERT B

18" PVC WITH

CONCRETE TRANSITIONS

EXISTING GRAVEL ROAD

PROPOSED SIDEWALK

CULVERT C

EXISTING 40'

TRAIL EASEMENT

ALIGNMENT CURVE TABLE

CURVE #

C1

C2

C3

C4

C5

C6

C7

C8

LENGTH

16.91'

11.85'

15.06'

16.58'

17.96'

19.97'

16.17'

4.14'

RADIUS

150.00'

150.00'

150.00'

150.00'

150.00'

50.00'

50.00'

100.00'

TANGENT

8.46

5.93

7.54

8.30

8.99

10.12

8.16

2.07

DELTA

006°27'35"

004°31'34"

005°45'16"

006°20'05"

006°51'33"

022°53'09"

018°32'04"

002°22'19"

CHORD DIRECTION

N04°30'28"W

N05°28'28"W

N00°20'03"W

N00°37'27"W

N00°21'43"W

N08°22'31"W

N10°33'03"W

N00°05'52"W

CHORD LENGTH

16.90'

11.85'

15.06'

16.58'

17.95'

19.84'

16.10'

4.14'

J-U-B ENGINEERS, INC.

Fort Collins, CO 80528 2809 E. Harmony Rd., Suite 300

Phone: 970.377.3602

301 Walnut Street Windsor, CO 80550 Phone: (970) 674-2400 Fax: (970) 674-2456

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SFETZER

9/3/2025

AS NOTED

GEOMETRICS

M

AT

C H

LI

N

E

ST

A.

+0

SE

E

BE

LO

W

M

AT

C H

LI

N

E

ST

A.

+0

SE

E

AB

O

VE

M

AT

C H

LI

N

E

ST

A.

8+

SE

E

D R

AW

IN

G G

M -1

N

SCALE IN FEET

40 80

NOTES

1. SEE DRAWING G-002 FOR ABBREVIATIONS.

2. SEE DRAWING G-007 TO G-008 FOR HORIZONTAL

CONTROL.

3. WORK TO BE COMPLETED AS FORCE ACCOUNT WORK

OR BY CHANGE ORDER IN WHICH THE CONTRACTOR

WILL BE REQUESTED TO PROVIDE UNIT COST FOR

ITEMS INCLUDED IN THIS AREA, TO BE DETERMINED

AFTER NOTICE TO PROCEED.

N CR-15 TRAIL

W C

R -7

W C

R -7

OMAR HERRERA, P.E. Date Town Engineer

APPROVAL BLOCK

TOWN OF WINDSOR

DRAWING REVIEW

REVIEW IS FOR GENERAL COMPLIANCE WITH

CONTROL LINE

EXISTING 40'

TRAIL EASEMENT

PROPOSED 10'

CONCRETE TRAIL

18+00 19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

27+00

PC: 18+67.87

PC: 23+95.10

PC: 26+36.40

PT: 18+80.96

PT: 23+99.04

PT: 26+50.86

C9

C10

C11

N13°54'39"W 514.15'

N11°39'02"W 237.35'

CR-15

OWNER: TOWN OF WINDSOR

CR-15 TRAIL

CONTROL LINE

EXISTING 40'

TRAIL EASEMENT

PROPOSED 10'

CONCRETE TRAIL

27+00 28+00

29+00

30+00

31+00 32+00

33+00 34+00

35+00 36+00

PC: 28+62.18

PC: 30+73.27

PT: 28+82.14

PT: 30+94.36

C12

C13

N26°34'09"W 191.13'

N03°38'51"E 509.36'

N07°30'33"W 211.33'

CR-15

ALIGNMENT CURVE TABLE

CURVE #

C9

C10

C11

C12

C13

LENGTH

13.09'

3.94'

14.46'

19.96'

21.10'

RADIUS

50.00'

100.00'

200.00'

60.00'

40.00'

TANGENT

6.58

1.97

7.23

10.07

10.80

DELTA

014°59'56"

002°15'37"

004°08'29"

019°03'36"

030°13'00"

CHORD DIRECTION

N06°24'41"W

N12°46'51"W

N09°34'48"W

N17°02'21"W

N11°27'39"W

CHORD LENGTH

13.05'

3.94'

14.45'

19.87'

20.85'

J-U-B ENGINEERS, INC.

Fort Collins, CO 80528 2809 E. Harmony Rd., Suite 300

Phone: 970.377.3602

301 Walnut Street Windsor, CO 80550 Phone: (970) 674-2400 Fax: (970) 674-2456

Call before you dig.

Know what's below .

R

BI

D

P

LA

N S

GM-102

SZURN

SFETZER

9/3/2025

AS NOTED

GEOMETRICS

M

AT

C H

LI

N

E

ST

A.

7+

SE

E

BE

LO

W

M

AT

C H

LI

N

E

ST

A.

7+

SE

E

AB

O

VE

M

AT

C H

LI

N

E

ST

A.

6+

SE

E

D R

AW

IN

G G

M -1

N

SCALE IN FEET

40 80

NOTES

1. SEE DRAWING G-002 FOR ABBREVIATIONS.

2. SEE DRAWING G-007 TO G-008 FOR HORIZONTAL

CONTROL.

3. WORK TO BE COMPLETED AS FORCE ACCOUNT WORK

OR BY CHANGE ORDER IN WHICH THE CONTRACTOR

WILL BE REQUESTED TO PROVIDE UNIT COST FOR

ITEMS INCLUDED IN THIS AREA, TO BE DETERMINED

AFTER NOTICE TO PROCEED.

N CR-15 TRAIL

W C

R -7

W C

R -7

M

AT

C H

LI

N

E

ST

A.

8+

SE

E

D R

AW

IN

G G

M -1

OMAR HERRERA, P.E. Date Town Engineer

APPROVAL BLOCK

TOWN OF WINDSOR

DRAWING REVIEW

REVIEW IS FOR GENERAL COMPLIANCE WITH

OWNER: SERFER VENTURES LLC

CONTROL LINE

EXISTING 40'

TRAIL EASEMENT

PROPOSED 10'

CONCRETE TRAIL

36+00

37+00

38+00

39+00

40+00

41+00 42+00 43+00 44+00 45+00

PC: 36+03.72

PC: 3

8+

.14

PC

: 4

0+

.1

PC

: 3

7+

.4

PT: 36+24.72

PT

: 3

9+

.4

PT: 41+05.90

PT:

+9 8.0

C14

CR-15

EXISTING GRAVEL ROAD

PROPOSED BOX

CULVERT D

PROPOSED SAFETY

RAIL END

STA:41+89.40

OFF:7.00'L

PROPOSED SAFETY

RAIL START

STA:41+55.33

OFF:7.00'R

PROPOSED GRAVEL ROAD

C15

C16

C17

PROPOSED SAFETY

RAIL START

STA:41+22.31

OFF:7.00'L

PROPOSED SAFETY

RAIL END

STA:42+34.68

OFF:7.00'R

OWNER: DANIEL H VARRA

CR-15 TRAIL

CONTROL LINE

EXISTING 20'

TRAIL EASEMENT

PROPOSED 10'

CONCRETE TRAIL

45+00 46+00 47+00 48+00 49+00 50+00

51+00 52+00 53+00

PC

: 4

9+

.7

PC

: 5

1+

.1

PT

: 5

0+

.0

PT

: 5

1+

.2

CR-15

EXISTING GRAVEL ROAD

N08°56'43"W 142.02'

PROPOSED GRAVEL ROAD

C18

C19

ALIGNMENT CURVE TABLE

CURVE #

C14

C15

C16

C17

C18

C19

LENGTH

20.99'

40.64'

34.31'

40.80'

21.31'

15.14'

RADIUS

100.00'

100.00'

100.00'

100.00'

150.00'

100.00'

TANGENT

10.54

20.61

17.32

20.69

10.67

7.59

DELTA

012°01'45"

023°17'14"

019°39'22"

023°22'37"

008°08'21"

008°40'33"

CHORD DIRECTION

N09°39'44"E

N30°35'00"E

N32°23'56"E

N10°52'57"E

N04°52'32"W

N04°36'26"W

CHORD LENGTH

20.96'

40.36'

34.14'

40.52'

21.29'

15.13'

J-U-B ENGINEERS, INC.

Fort Collins, CO 80528 2809 E. Harmony Rd., Suite 300

Phone: 970.377.3602

301 Walnut Street Windsor, CO 80550 Phone: (970) 674-2400 Fax: (970) 674-2456

Call before you dig.

Know what's below .

R

BI

D

P

LA

N S

GM-103

SZURN

SFETZER

9/3/2025

AS NOTED

GEOMETRICS

M

AT

C H

LI

N

E

ST

A.

5+

SE

E

BE

LO

W

M

AT

C H

LI

N

E

ST

A.

5+

SE

E

AB

O

VE

M

AT

C H

LI

N

E

ST

A.

4+

SE

E

D R

AW

IN

G G

M -1

N

SCALE IN FEET

40 80

NOTES

1. SEE DRAWING G-002 FOR ABBREVIATIONS.

2. SEE DRAWING G-007 TO G-008 FOR HORIZONTAL

CONTROL.

3. WORK TO BE COMPLETED AS FORCE ACCOUNT WORK

OR BY CHANGE ORDER IN WHICH THE CONTRACTOR

WILL BE REQUESTED TO PROVIDE UNIT COST FOR

ITEMS INCLUDED IN THIS AREA, TO BE DETERMINED

AFTER NOTICE TO PROCEED.

N CR-15 TRAIL

W C

R -7

W C

R -7

M

AT

C H

LI

N

E

ST

A.

6+

SE

E

D R

AW

IN

G G

M -1

OMAR HERRERA, P.E. Date Town Engineer

APPROVAL BLOCK

TOWN OF WINDSOR

DRAWING REVIEW

REVIEW IS FOR GENERAL COMPLIANCE WITH

EXISTING 20'

TRAIL EASEMENT

PROPOSED 10'

CONCRETE TRAIL

CR-15 TRAIL

CONTROL LINE

54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00

CR-15

PROPOSED CULVERT E

EXISTING GRAVEL ROAD

PROPOSED SAFETY

RAIL START

STA:54+37.18

OFF:8.00'L

PROPOSED SAFETY

RAIL START

STA:54+37.22

OFF:8.00'R

PROPOSED SAFETY

RAIL END

STA:55+00.68

OFF:7.25'L

PROPOSED SAFETY

RAIL END

STA:55+03.22

OFF:8.00'R

PROPOSED GRAVEL ROAD

CR-15 TRAIL

CONTROL LINEEXISTING 20'

TRAIL EASEMENT

PROPOSED 10'

CONCRETE TRAIL

+2

64+00 65+00 66+00 67+00

68+00 69+00

+0

PI: 63+90.24

PC: 67+87.66

PC: 69+63.96

PC

: 6

6+

.5

PT: 67+95.06

PT: 70+05.71

PT

: 6

6+

.7

W C

R

FUTURE WORK

SEE NOTE # 3

C20

C21

C22

ALIGNMENT CURVE TABLE

CURVE #

C20

C21

C22

LENGTH

21.16'

7.41'

41.75'

RADIUS

100.00'

39.10'

27.17'

TANGENT

10.62

3.71

26.26

DELTA

012°07'17"

010°51'18"

088°02'37"

CHORD DIRECTION

N04°43'08"E

N05°01'52"E

N45°29'18"W

CHORD LENGTH

21.12'

7.40'

37.76'

J-U-B ENGINEERS, INC.

Fort Collins, CO 80528 2809 E. Harmony Rd., Suite 300

Phone: 970.377.3602

301 Walnut Street Windsor, CO 80550 Phone: (970) 674-2400 Fax: (970) 674-2456

Call before you dig.

Know what's below .

R

BI

D

P

LA

N S

GM-104

SZURN

SFETZER

9/3/2025

AS NOTED

GEOMETRICS

M

AT

C H

LI

N

E

ST

A.

3+

SE

E

BE

LO

W

M

AT

C H

LI

N

E

ST

A.

3+

SE

E

AB

O

VE

N

SCALE IN FEET

40 80

NOTES

1. SEE DRAWING G-002 FOR ABBREVIATIONS.

2. SEE DRAWING G-007 TO G-008 FOR HORIZONTAL

CONTROL.

3. WORK TO BE COMPLETED AS FORCE ACCOUNT WORK

OR BY CHANGE ORDER IN WHICH THE CONTRACTOR

WILL BE REQUESTED TO PROVIDE UNIT COST FOR

ITEMS INCLUDED IN THIS AREA, TO BE DETERMINED

AFTER NOTICE TO PROCEED.

N CR-15 TRAIL

W C

R -7

W C

R -7

M

AT

C H

LI

N

E

ST

A.

+0

SE

E

D R

AW

IN

G G

M -1

OMAR HERRERA, P.E. Date Town Engineer

APPROVAL BLOCK

TOWN OF WINDSOR

DRAWING REVIEW

REVIEW IS FOR GENERAL COMPLIANCE WITH

A

PROPOSED 10'

CONCRETE TRAIL

0+00 1+00

2+00 3+00

4+00 5+00 6+00 7+00 8+00 9+00

EXISTING 30'

RIGHT-OF-WAY

EXISTING 30'

RIGHT-OF-WAY

EXISTING 40'

RIGHT-OF-WAY

EXISTING 60'

RIGHT-OF-WAY

CR-15 TRAIL

CONTROL LINE

EXISTING 20'

TOWN OF WINDSOR

PIPELINE EASEMENT

OWNER: TOWN OF WINDSOR

-0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00

0.76% 0.19%

-2.00% 0.38%

LP STA: 0+84.91

LP ELEV: 4822.72

PVI STA:0+60.18

PVI ELEV:4822.61

K:30.59

LVC:72.91

0.76% 0.19%

-2.00% 0.38%

PV

I:0

+0 0.

EL

EV

: 4

3.

PV

I:6

+0 1.

EL

EV

: 4

5.

PV

I:3

+2 9.

EL

EV

: 4

3.

BV

C

S:

+2 3.

BV

C E:

3.

EV

C

S:

+9 6.

EV

C E:

2.

PROPOSED GRADE

EXISTING GROUND

PROPOSED CULVERT A

A

0+00

0+45

0+

FES-A2

18" REINFORCED

CONCRETE END SECTION

STA: 0+24.04 =

STA: 0+08.19, 9.19' R

N: 1427334.98 E: 3160251.58

FES-A1

18" REINFORCED

CONCRETE END SECTION

STA: 0+00.00 =

STA: 0+02.92, 14.27' L

N: 1427329.18 E: 3160228.24

-0+25 0+00 0+50 0+75

24 LF 18" RCP @ 2.62%

INV:4821.14INV:

4820.19

PROPOSED GRADE

EXISTING GROUND

J-U-B ENGINEERS, INC.

Fort Collins, CO 80528 2809 E. Harmony Rd., Suite 300

Phone: 970.377.3602

301 Walnut Street Windsor, CO 80550 Phone: (970) 674-2400 Fax: (970) 674-2456

M

AT

C H

LI

N

E

ST

A.

+0

SE

E

D R

AW

IN

G P

P-

N

SCALE IN FEET

VERT

HORZ 40 80

5 10

KEYED NOTES

PROPOSED CONCRETE TRAIL, SEE TYPICAL

SECTION 1, DRAWING DT-601.

PROPOSED 6" THICK PERPENDICULAR CURB

RAMP. SEE CDOT DETAIL M-608-1. COST OF

DETECTABLE WARNING INCLUDED IN THE SY

COST OF THE RAMP. PAID AS ITEM: 608-00010

CONCRETE CURB RAMP.

2' WIDE REMOVAL OF ASPHALT TO ALLOW FOR

PLACEMENT OF CONCRETE FORMS FOR CURB

RAMP INSTALLATION. REMOVED ASPHALT SHALL

BE PATCHED TO MATCH EXISTING ASPHALT

DEPTH UTILIZING (GRADING S)(75)(PG 64-28)

PROPOSED PIPE

PROPOSED CURB & GUTTER TYPE 2 (SECTION II-M)

INSTALLATION. SEE CDOT DETAIL M-609-1

PROPOSED HANDRAIL/BICYCLE RUB RAIL, SEE

CDOT DETAIL B-607-1

PROPOSED SIDEWALK CULVERT. SEE CONCRETE

SIDEWALK CULVERT DETAIL C, DRAWING DT-601

PROPOSED DRIVEWAY SURFACING; 4" HOT MIX

ASPHALT (GRADING S)(75)(PG 64-28)OVER

COMPACTED SUBGRADE

PROPOSED RETAINING WALL

PROTECT TREE IN-PLACE.

REMOVAL OF GUARDRAIL TO ALLOW TRAIL

CONNECTION

ACCESS ROAD, 6" GRAVEL

REMOVAL OF TREE

NOTES

1. SEE DRAWING GM-101 TO GM-104 FOR GEOMETRIC &

HORIZONTAL CONTROL.

2. SEE DRAWING GR-301 TO GR-304 FOR GRADING.

3. EXPANSION JOINTS, WHERE REQUIRED, SHALL BE FILLED

WITH ONE-HALF (1

2") THICK, FULL DEPTH, PREFORMED

EXPANSION JOINT MATERIAL AS PER CDOT STANDARD

SPECIFICATIONS, SUBSECTION 705.01

PROPOSED LIMITS

OF FILL

PROPOSED

REINFORCED

CONCRETE TRAIL

PROPOSED LIMITS

OF CUT

LEGEND

PROTECT IN

PLACE

N CR-15 TRAIL

W C

R -7

W C

R -7

PROPOSED GRAVEL

ACCESS ROAD

PROPOSED ASPHALT

ACCESS ROAD

Call before you dig.

Know what's below .

R

BI

D

P

LA

N S

PP-201

SZURN

SFETZER

PLAN & PROFILE

TBD

9/3/2025

AS NOTED

CR-15

PP-201

PP-1

SCALE:PP-1 S. RAMP AND RCP

NONE

SC

H

O O

L

AC

C

ESS

PROPOSED

CULVERT A - SEE

PROFILE AT RIGHT

DETECTABLE

WARNING

SURFACE

P.I.P.

WATER

FACILITIES

CULVERT A PROFILE

OMAR HERRERA, P.E. Date Town Engineer

APPROVAL BLOCK

TOWN OF WINDSOR

DRAWING REVIEW

REVIEW IS FOR GENERAL COMPLIANCE WITH

CONTROL LINEPROPOSED 10'

CONCRETE TRAIL

9+00 10+00

11+00 12+00 13+00 14+00 15+00

16+00 17+00 18+00

EXISTING 60'

RIGHT-OF-WAY

EXISTING 40'

TRAIL EASEMENT

EXISTING 35'

CITY OF GREELEY

WATERLINE EASEMENT

EXISTING 20'

TOWN OF WINDSOR

PIPELINE EASEMENT

EXISTING 20'

TOWN OF WINDSOR

PIPELINE EASEMENT

CONTRACTOR TO CONFIRM

DEPTH OF GREELEY WATERLINE

9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00

0.19% 0.52%

1.10%-0.21%

0.09% 4.15%

0.65% 1.13%

PV

I:9

+1 2.

EL

EV

: 4

6.

PV

I:1

0+

.7

EL

EV

: 4

7.

PV

I:1

2+

.2

EL

EV

: 4

8.

PV

I:9

+1 2.

EL

EV

: 4

6.

PV

I:1

0+

.7

EL

EV

: 4

7.

PV

I:1

2+

.2

EL

EV

: 4

8.

LP STA: 17+12.63

LP ELEV: 4833.73

PVI STA:17+29.50

PVI ELEV:4833.68

K:38.20

LVC:50.00

LP STA: 15+25.93

LP ELEV: 4830.53

PVI STA:15+50.93

PVI ELEV:4830.55

K:12.33

LVC:50.00 BV

C S:

6+

.8

BV

C E:

2.

EV

C

S:

6+

.4

EV

C

E:

3.

BV

C

S:

4+

.9

BV

C

E:

0.

EV

C

S:

4+

.9

EV

C

E:

0.

HP STA: 16+55.78

HP ELEV: 4833.84

PVI STA:16+31.60

PVI ELEV:4833.89

K:12.29

LVC:53.60

HP STA: 14+51.96

HP ELEV: 4830.46

PVI STA:14+39.46

PVI ELEV:4830.45

K:23.95

LVC:25.00

0.19% 0.52%

1.10%-0.21%

0.09% 4.15%

0.65% 1.13%

BV

C

S:

7+

.5

BV

C

E:

3.

EV

C

S:

7+

.5

EV

C

E:

3.

BV

C

S:

5+

.9

BV

C

E:

0.

EV

C

S:

5+

.9

EV

C

E:

1.

PROPOSED GRADE

EXISTING GROUND

PROPOSED CULVERT B

20 LF 18" PVC SDR-35

WITH CONCRETE TRANSITIONS

PROPOSED SIDEWALK

CULVERT C

16+00 17+00

J-U-B ENGINEERS, INC.

Fort Collins, CO 80528 2809 E. Harmony Rd., Suite 300

Phone: 970.377.3602

301 Walnut Street Windsor, CO 80550 Phone: (970) 674-2400 Fax: (970) 674-2456

M

AT

C H

LI

N

E

ST

A.

8+

SE

E

D R

AW

IN

G P

P-

KEYED NOTES

PROPOSED CONCRETE TRAIL, SEE TYPICAL

SECTION 1, DRAWING DT-601.

PROPOSED 6" THICK PERPENDICULAR CURB

RAMP. SEE CDOT DETAIL M-608-1. COST OF

DETECTABLE WARNING INCLUDED IN THE SY

COST OF THE RAMP. PAID AS ITEM: 608-00010

CONCRETE CURB RAMP.

2' WIDE REMOVAL OF ASPHALT TO ALLOW FOR

PLACEMENT OF CONCRETE FORMS FOR CURB

RAMP INSTALLATION. REMOVED ASPHALT SHALL

BE PATCHED TO MATCH EXISTING ASPHALT

DEPTH UTILIZING (GRADING S)(75)(PG 64-28)

PROPOSED PIPE

PROPOSED CURB & GUTTER TYPE 2 (SECTION II-M)

INSTALLATION. SEE CDOT DETAIL M-609-1

PROPOSED HANDRAIL/BICYCLE RUB RAIL, SEE

CDOT DETAIL B-607-1

PROPOSED SIDEWALK CULVERT. SEE CONCRETE

SIDEWALK CULVERT DETAIL C, DRAWING DT-601

PROPOSED DRIVEWAY SURFACING; 4" HOT MIX

ASPHALT (GRADING S)(75)(PG 64-28)OVER

COMPACTED SUBGRADE

PROPOSED RETAINING WALL

PROTECT TREE IN-PLACE.

REMOVAL OF GUARDRAIL TO ALLOW TRAIL

CONNECTION

ACCESS ROAD, 6" GRAVEL

REMOVAL OF TREE

NOTES

1. SEE DRAWING GM-101 TO GM-104 FOR GEOMETRIC &

HORIZONTAL CONTROL.

2. SEE DRAWING GR-301 TO GR-304 FOR GRADING.

3. EXPANSION JOINTS, WHERE REQUIRED, SHALL BE FILLED

WITH ONE-HALF (1

2") THICK, FULL DEPTH, PREFORMED

EXPANSION JOINT MATERIAL AS PER CDOT STANDARD

SPECIFICATIONS, SUBSECTION 705.01

PROPOSED LIMITS

OF FILL

PROPOSED

REINFORCED

CONCRETE TRAIL

PROPOSED LIMITS

OF CUT

LEGEND

PROTECT IN

PLACE

N CR-15 TRAIL

W C

R -7

W C

R -7

PROPOSED GRAVEL

ACCESS ROAD

PROPOSED ASPHALT

ACCESS ROAD

M

AT

C H

LI

N

E

ST

A.

+0

SE

E

D R

AW

IN

G P

P-

N

SCALE IN FEET

VERT

HORZ 40 80

5 10

Call before you dig.

Know what's below .

R

BI

D

P

LA

N S

PP-202

SZURN

SFETZER

PLAN & PROFILE

TBD

9/3/2025

AS NOTED

CR-15

WCR 72

PP-202

PP-2

SCALE:PP-2 CULVERT B & C

NONE

PRIVATE

ACCESS

CITY OF GREELEY

REVIEWED BY: _____________________________________________

WATER/SEWER CHIEF ENGINEER DATE

REVIEW DOES NOT CONSTITUTE “APPROVAL” OF PLANS. PERMITTEE IS

RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS.

OMAR HERRERA, P.E. Date Town Engineer

APPROVAL BLOCK

TOWN OF WINDSOR

DRAWING REVIEW

REVIEW IS FOR GENERAL COMPLIANCE WITH

PROPOSED 10'

CONCRETE TRAIL

18+00 19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

27+00

CR-15

EXISTING 40'

TRAIL EASEMENT

EXISTING 80'

RIGHT-OF-WAY

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

1.84%

0.77%

0.66%

1.10%

1.28%

PV

I:1

8+

.9

EL

EV

: 4

5.

PV

I:2

1+

.2

EL

EV

: 4

8.

1.84%

0.77%

0.66%

1.10%

1.28%

PV

I:1

8+

.9

EL

EV

: 4

5.

PV

I:2

1+

.2

EL

EV

: 4

8.

BV

C

S:

2+

.0

BV

C

E:

9.

EV

C

S:

3+

.5

EV

C

E:

0.

LP STA: 22+72.03

LP ELEV: 4839.61

PVI STA:23+01.77

PVI ELEV:4839.84

K:55.35

LVC:59.48

BV

C

S:

4+

.0

BV

C

E:

2.

EV

C

S:

5+

.3

EV

C

E:

3.

HP STA: 25+15.32

HP ELEV: 4843.41

PVI STA:24+85.20

PVI ELEV:4843.21

K:51.17

LVC:60.24

PROPOSED GRADE

EXISTING GROUND

J-U-B ENGINEERS, INC.

Fort Collins, CO 80528 2809 E. Harmony Rd., Suite 300

Phone: 970.377.3602

301 Walnut Street Windsor, CO 80550 Phone: (970) 674-2400 Fax: (970) 674-2456

M

AT

C H

LI

N

E

ST

A.

7+

SE

E

D R

AW

IN

G P

P-

KEYED NOTES

PROPOSED CONCRETE TRAIL, SEE TYPICAL

SECTION 1, DRAWING DT-601.

PROPOSED 6" THICK PERPENDICULAR CURB

RAMP. SEE CDOT DETAIL M-608-1. COST OF

DETECTABLE WARNING INCLUDED IN THE SY

COST OF THE RAMP. PAID AS ITEM: 608-00010

CONCRETE CURB RAMP.

2' WIDE REMOVAL OF ASPHALT TO ALLOW FOR

PLACEMENT OF CONCRETE FORMS FOR CURB

RAMP INSTALLATION. REMOVED ASPHALT SHALL

BE PATCHED TO MATCH EXISTING ASPHALT

DEPTH UTILIZING (GRADING S)(75)(PG 64-28)

PROPOSED PIPE

PROPOSED CURB & GUTTER TYPE 2 (SECTION II-M)

INSTALLATION. SEE CDOT DETAIL M-609-1

PROPOSED HANDRAIL/BICYCLE RUB RAIL, SEE

CDOT DETAIL B-607-1

PROPOSED SIDEWALK CULVERT. SEE CONCRETE

SIDEWALK CULVERT DETAIL C, DRAWING DT-601

PROPOSED DRIVEWAY SURFACING; 4" HOT MIX

ASPHALT (GRADING S)(75)(PG 64-28)OVER

COMPACTED SUBGRADE

PROPOSED RETAINING WALL

PROTECT TREE IN-PLACE.

REMOVAL OF GUARDRAIL TO ALLOW TRAIL

CONNECTION

ACCESS ROAD, 6" GRAVEL

REMOVAL OF TREE

NOTES

1. SEE DRAWING GM-101 TO GM-104 FOR GEOMETRIC &

HORIZONTAL CONTROL.

2. SEE DRAWING GR-301 TO GR-304 FOR GRADING.

3. EXPANSION JOINTS, WHERE REQUIRED, SHALL BE FILLED

WITH ONE-HALF (1

2") THICK, FULL DEPTH, PREFORMED

EXPANSION JOINT MATERIAL AS PER CDOT STANDARD

SPECIFICATIONS, SUBSECTION 705.01

PROPOSED LIMITS

OF FILL

PROPOSED

REINFORCED

CONCRETE TRAIL

PROPOSED LIMITS

OF CUT

LEGEND

PROTECT IN

PLACE

N CR-15 TRAIL

W C

R -7

W C

R -7

PROPOSED GRAVEL

ACCESS ROAD

PROPOSED ASPHALT

ACCESS ROAD

M

AT

C H

LI

N

E

ST

A.

8+

SE

E

D R

AW

IN

G P

P-

N

SCALE IN FEET

VERT

HORZ 40 80

5 10

Call before you dig.

Know what's below .

R

BI

D

P

LA

N S

PP-203

SZURN

SFETZER

PLAN & PROFILE

TBD

9/3/2025

AS NOTED

OMAR HERRERA, P.E. Date Town Engineer

APPROVAL BLOCK

TOWN OF WINDSOR

DRAWING REVIEW

REVIEW IS FOR GENERAL COMPLIANCE WITH

CONTROL LINE

PROPOSED 10'

CONCRETE TRAIL

27+00 28+00

29+00

30+0…