03 BID 2025-0008 Construction Drawings.pdf

PDF 21 MB Posted Apr 28, 2025

Attached to: Skyline US 34 Trailhead State and local contract opportunity
Solicitation number: 2025-008
Issued by: Larimer County, Colorado

About this file

Written by GovTribe AI · Apr 29, 2025

These are comprehensive construction bid drawings for the Skyline US-34 Trailhead project prepared by J-U-B Engineers for the City of Loveland Parks and Recreation Department in Larimer County, Colorado. The project involves constructing a new trailhead facility located directly north of US Highway 34 on the western edge of Loveland city limits. The site plan includes a 17-space asphalt parking lot, an asphalt access road, a 10-foot concrete multi-use trail starting point, a concrete median, a water quality structure to manage runoff, and additional site amenities such as bike racks, picnic tables, and a vault toilet. The total project area covers approximately 1.736 acres, with 1.391 acres of proposed ground disturbance.

The construction drawings detail extensive site infrastructure, including stormwater management, erosion control measures, grading plans, and specific technical details for elements like pavement sections, soil riprap, concrete structures, and site furnishings. The project budget encompasses multiple line items totaling various quantities, such as 730 tons of hot mix asphalt, 1,684 tons of aggregate base course, 236 square yards of concrete sidewalk, and 321 square feet of concrete median cover material. The engineering documents indicate careful consideration of environmental impacts, with specific native seed mixes for revegetation, erosion control strategies, and compliance with local and state stormwater discharge regulations. The project is scheduled for bid in September 2024, with construction drawings prepared by J-U-B Engineers and civil engineering services provided by Shawn Fetzer, PE.

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Other files for this state and local contract opportunity

Other files attached to Skyline US 34 Trailhead, newest first.
File	Type	Posted
04 BID 2025-0008 Special Provisions_2025-1-22.pdf	PDF	Apr 28, 2025
01 BID 2025-0008 Bid Document Skyline Trail Head FINAL rev-DK.pdf	PDF	Apr 28, 2025
02 BID 2025-0008 Unit Price Bid Form.xlsx	XLSX spreadsheet	Apr 28, 2025

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PROJECT

LOCATION

TO LOVELAND

US-34/EISENHOWER BLVD.

TO ESTES PARK

BIG THOMPSON

RIVER

W. 22ND ST.

R O

M D

SECTION 8

SECTION 9

SECTION 16

SECTION 17

N . N

U A

DESIGN BY:

DRAWN BY:

CHECKED BY:

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00SHEET LIST TABLE

Subset

Sheet Number(s) Drawing Number

TITLE 1 C-001

LEGEND &

ABBREVIATIONS 2 C-002

GENERAL NOTES 3 C-003

TABULATIONS 4 C-004

EXISTING TOPOGRAPHY 5 C-005

SITE OVERVIEW 6 C-006

GEOMETRICS 7 C-007

SITE PLAN 8 C-008

GRADING PLAN 9 C-009

STORMWATER

MANAGEMENT

10 - 15 C-010 TO C-015

DETAILS 16 - 20 C-016 TO C-020

LAST UPDATED: 9/24/2024

07-23-018_JJ_C-001

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07-23-018

KRITCHIE

SFETZER

C-001 1 20

CITY OF LOVELAND

PARKS & RECREATION DEPARTMENT

SKYLINE US-34 TRAILHEAD

PROJECT LOCATION MAP

1,000 2,000

SCALE IN FEET

BID PLANS

SEPTEMBER 2024

T. 5 N.

R. 69 W.

PROJECT TEAM

OWNER:

CITY OF LOVELAND PARKS AND RECREATION

MARIKA KOPP

500 E. THRID ST., SUITE 200

LOVELAND, CO 80537

CIVIL ENGINEER:

J-U-B ENGINEERS

SHAWN FETZER, PE

2809 E. HARMONY RD., SUITE 300

FORT COLLINS, CO 80528

SURVEYOR:

KING SURVEYORS

CHAD DILKA, PLS

650 EAST GARDEN DRIVE

WINDSOR, CO 80525

GEOTECHNICAL:

EARTH ENGINEERING CONSULTANTS

DAVID RICHER, PE

4396 GREENFIELD DRIVE

WINDSOR, CO 80550

REVIEWED BY:

LARIMER COUNTY ENGINEERING DATE

THE LARIMER COUNTY REVIEW CONSTITUTES COMPLIANCE WITH THESE STANDARDS.

REVIEW BY THE COUNTY DOES NOT CONSTITUTE APPROVAL OF THE PLAN DESIGN.

THIS REVIEW DOES NOT CONSTITUTE REVIEW/APPROVAL OF ANY PRIVATE ON-SITE

IMPROVEMENTS WHIC MAY BE SHOWN. THESE PLANS ARE INTENDED TO BE FOR

COUNTY REVIEW OF PUBLIC IMPROVEMENTS ADJACENT TO THE PROPERTY.

CONSTRUCTION OF THE ON-SITE IMPROVEMENTS CANNOT COMMENCE UNTIL AL

REQUIRED TRAFFIC WORKSHEET OR STUDY(S), FINAL DEVELOPMENT PLAN(S),

SPECIAL REVIEW(S), AND BUILDING PERMIT(S) ARE COMPLETE, APPROVED AND ON

FILE WITH LARIMER COUNTY.

REVIEWED BY:

PUBLIC WORKS - TRANSPORTATION DEVELOPMENT DIVISION

BY: DATE:

LOVELAND FIRE RESCUE AUTHORITY

BY: DATE:

WATER AND POWER DEPARTMENT - WATER/WASTEWATER

BY: DATE:

WATER AND POWER DEPARTMENT - POWER

BY: DATE:

PUBLIC WORKS DEPARTMENT - STORMWATER DIVSION

BY: DATE:

PARKS AND RECREATION DEPARTMENT

BY: DATE:

DEVELOPMENT SERVICES DEPARTMENT - CURRENT PLANNING DIVISION

BY: DATE:

VERTICAL DATUM:

NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29) & GEIOD18.

BENCHMARK: CITY OF LOVELAND BENCHMARK "95 13" ELEV=5058.66'

HORIZONTAL DATUM:

COLORADO STATE PLANE COORDINATES NAD 83(2011) DATUM. (NAD83 COLORADO STATE

PLANES, NORTH ZONE, US FOOT - CODE: CO83-NF)

HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NETWORK.

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

PCR POUND PER CUBIC FOOT

PE POLYETHYLENE

PGL PROFILE GRADE LINE

PSI POUND PER SQUARE INCH

PL PLATE

PL PROPERTY LINE

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

X"W

WSWS

X"W

WSWS

DOMESTIC WATER

IRRIGATION IRRIRR

IRRIGATION

NATURAL GAS

NATURAL GAS SERVICE

NATURAL GAS

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

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

ROADWAY

OVERHEAD POWER

UNDERGROUND POWER

OVERHEAD TELEPHONE

UNDERGROUND TELEPHONE

FIBER OPTIC

CABLE TELEVISION

OHP

OHT

F/O

CTV

OHP

OHT

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

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

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

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

MANHOLE

SEWER

STUB

CLEANOUT

SANITARY SEWER

GAS

VALVE

GAS

METER

NATURAL GAS

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

DESCRIPTION

PROPOSED

LINE

EXISTING

SYMBOL

DESCRIPTION

PROPOSED

SYMBOL

STORM DRAIN (GENERAL)

STORM DRAIN

X"SD

STORM DRAIN

SANITARY SEWER SSSS

SANITARY SEWER

EXISTING

SYMBOL

DESCRIPTION

PROPOSED

SYMBOL

EXISTING

SYMBOL

DESCRIPTION

PROPOSED

SYMBOL

PROPERTY LINE

RIGHT OF WAY

TEMPORARY EASEMENT

PERMANENT EASEMENT

R/W

P/L

R/W

P/L

T/E

P/E

T/E

P/E

SECTION LINE

QUARTER SECTION LINE

BOUNDARY

RIGHT OF WAY, ABANDONED AB R/W

RIGHT OF WAY, RESERVED RES R/W

DESIGN BY:

DRAWN BY:

CHECKED BY:

B Y

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JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J- U

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J-U-B ENGINEERS, INC.

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DRAWING:

SHEET: OF

F or t C ol lin s, C O

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P ho ne : 9

S ui te

LAST UPDATED: 5/13/2024

07-23-018_JJ_C-002

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07-23-018

KRITCHIE

SFETZER

C-002 2 20

DESIGN BY:

DRAWN BY:

CHECKED BY:

B Y

A P

D A

T E

D E

S C

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JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J- U

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N G

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J-U-B ENGINEERS, INC.

C O

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DRAWING:

SHEET: OF

F or t C ol lin s, C O

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LAST UPDATED: 5/13/2024

07-23-018_JJ_C-003

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07-23-018

KRITCHIE

SFETZER

C-003 3 20

GENERAL NOTES

1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET

OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN

AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE

IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE

STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED

AND APPROVED BY THE CITY OF LOVELAND.

2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF

EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS

UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE

INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE ENGINEER

SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987, AT LEAST TEN (10) WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE

ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E.

DITCH/IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE

REPRESENTATIVE. UTILITY SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING

EXCAVATION OR GRADING. IT SHALL BE THE RESPONSIBILITY O F THE CONTRACTOR TO

RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS

SHOWN ON THESE PLANS.

3. NO WORK MAY COMMENCE WITHIN ANY IMPROVED PUBLIC RIGHT-OF-WAY UNTIL A

RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF APPLICABLE.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL

APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY OF LOVELAND ENGINEER

AND LARIMER COUNTY ENGINEERING DEPARTMENT AT LEAST TWO (2) WORKING DAYS PRIOR TO

THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC

IMPROVEMENTS. IF THE CITY OF LOVELAND & LARIMER COUNTY ENGINEER IS NOT AVAILABLE

AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE CONTRACTOR

MAY COMMENCE WORK IN THE ENGINEERS ABSENCE. HOWEVER, THE CITY OF LOVELAND &

LARIMER COUNTY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT

INSPECTION & TESTING REVEALS AN IMPROPER INSTALLATION.

5. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS

MUST BE COMPLETED PRIOR TO THE FINAL STAGES O F ROAD CONSTRUCTION. FOR THE

PURPOSES OF THESE STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUB-GRADE IS

CONSIDERED FINAL STAGE WORK. ALL SERVICE LINES MUST BE STUBBED TO THE PROPERTY

LINES AND MARKED SO AS TO REDUCE THE EXCAVATION NECESSARY FOR BUILDING

CONNECTIONS.

6. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF LOVELAND, AND ALL

UTILITY COMPANIES INVOLVED, WITH REGARD TO RELOCATIONS, ADJUSTMENTS, EXTENSIONS

AND REARRANGEMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, AND TO ASSURE THAT

THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF

SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL

PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY

COMPANIES.

7. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE

WATER SYSTEM UNTIL THE CONTRACTOR NOTIFIES THE UTILITY PROVIDER. NOTIFICATION

SHALL BE A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT

THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE

REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING

CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY

UTILITY CROSSINGS REQUIRED.

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

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

CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES

ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES.

10. WHEN APPLICABLE, THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, THE NOTICE OF

INTENT (NOI), A BEST MANAGEMENT PRACTICES MAINTENANCE FOLDER, AN UP TO DATE

STORMWATER MANAGEMENT PLAN (SWMP) THAT ACCURATELY REPRESENTS CURRENT FIELD

CONDITIONS, ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE

APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND

EXTENSION AGREEMENTS NEED ED FOR THE JOB.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO

OSHA PUBLICATION 2226, EXCAVATING AND TRENCHING.

12. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD

INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE

CONTRACTOR SHALL CONTACT THE DESIGNER AND THE CITY OF LOVELAND ENGINEER

IMMEDIATELY.

13. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF

SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.

14. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE

WITH MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY (CDOT & CITY OF LOVELAND),

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.

15. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY

FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR

DESIGNATED TO BE PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED

OTHERWISE.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE

TRACKED ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED

BY THE END OF EACH WORKING DAY BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE

BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS APPROVED BY THE CITY OF

LOVELAND STREET INSPECTOR.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET

OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY OF

LOVELAND’S INSPECTOR AT ALL TIMES.

18. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF

PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND

ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS.

19. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO

PERMIT FOR STORM WATER DISCHARGES (SDP), THE STORM WATER MANAGEMENT PLAN

(SWMP), AND THE EROSION CONTROL PLAN.

20. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED, AT THE LIMITS OF

CONSTRUCTION AND AT AREAS WITH DISTURBED SOIL, ON OR OFF-SITE, PRIOR TO ANY OTHER

GROUND-DISTURBING ACTIVITY. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN

GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS

STABILIZED WITH HARD SURFACE OR LANDSCAPING. TO MITIGATE EROSION, THE CONTRACTOR

SHALL USE STANDARD EROSION CONTROL TECHNIQUES DESCRIBED IN THE "URBAN STORM

DRAINAGE CRITERIA MANUAL, VOLUME 3 – BEST MANAGEMENT PRACTICES"AS PUBLISHED BY

THE URBAN DRAINAGE AND FLOOD CONTROL DISTRICT (UDFCD).

21. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO

MINIMIZE POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER

SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES.

22. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY APPROVED BY THE CITY OF LOVELAND ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON

SUNDAYS OR HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE CITY OF

LOVELAND.

23. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A

CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO

THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS.

24. 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.

25. OVERLOT GRADING CONSTRUCTION MUST COMPLY WITH THE STATE OF COLORADO PERMITTING

PROCESS FOR “STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.

CONTACT THE COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT (CDPHE), WATER

QUALITY CONTROL DIVISION AT (303) 692-3500.

26. A STATE CONSTRUCTION DE-WATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF

DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A

STORM SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES.

CONTACT THE COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT (CDPHE), WATER

QUALITY CONTROL DIVISION AT (303) 692-3500.

27. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS

REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE

DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE CITY OF LOVELAND PRIOR TO

BEGINNING CONSTRUCTION.

28. AFTER ACCEPTANCE BY THE CITY OF LOVELAND, 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.

29. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE

YEARS FROM THE DATE OF APPROVAL BY THE CITY OF LOVELAND ENGINEER. USE OF THESE

PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS

BY THE CITY OF LOVELAND PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS.

30. PAVING SHALL NOT START UNTIL A SOILS REPORT AND PAVEMENT DESIGN IS ACCEPTED BY THE

CITY OF LOVELAND ENGINEER AND SUB-GRADE COMPACTION TESTS ARE TAKEN AND ACCEPTED

BY THE CITY OF LOVELAND ENGINEER.

31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT-OF-WAY AFTER RIGHT-OF-WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE. IF

THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND WITH THE RESULTS OF

THE ORIGINAL GEOTECHNICAL REPORT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR A

RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE CONTRACTOR MAY USE THE CITY OF

LOVELAND'S DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED,

ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED

PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A

MINIMUM OF TEN (10) WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT.

PLACEMENT OF BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE ENGINEERING DIVISION

APPROVES THE FINAL REPORT.

32. ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE

IN ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE

HAZARD AREA MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL.

33. PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY FLOOD

PLAIN RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN

THESE DISTRICTS.

34. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED.

CHECKED BY:

B Y

A P

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D E

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D R

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U -B

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JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

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DRAWING:

SHEET: OF

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LAST UPDATED: 10/17/2024

07-23-018_JJ_C-004

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07-23-018

KRITCHIE

SFETZER

C-004 4 20

SURFACE ITEMS

LOCATION

AREA

(SF)

HOT MIX

ASPHALT

(GRADING SX)

(75) (PG 58-28)

AGGREGATE

BASE

COURSE

(CLASS 6)

RECONDITIONING

CONCRETE

SIDEWALK

(6-INCH)

CURB &

GUTTER

TYPE 2

(SECTION

I-M)

MEDIAN COVER

MATERIAL (4 INCH

PATTERNED

CONCRETE)

CRUSHER

FINES NOTES:

TON TON SY SY LF SF CY

SKYLINE TRAILHEAD

PARKING LOT & ACCESS ROAD 26513 664 1424 3128

INCLUDES ADDITIONAL ASPHALT,

A.B.C. AND RECONDITIONING FOR

SAFETY EDGE

JAMOKA JOES ACCESS CONTROL 1609 107 361 283 321

SIDEWALK AND PAD AROUND VAULT TOILET 2123 236 236

PICNIC AREA 1033 115 19

SUBTOTALS 664 1531 3839 236 283 321 19

10% IRREGULARITIES 66 153 384 - - - 2

TOTALS 31278 730 1684 4223 236 283 321 21

SCALE:A SOFT SPOT REPAIR DETAIL

NONE

18" -

6" MINUS

MATERIAL

GEO-GRID

BX110, OR

APPROVED

EQUIVALENT

4" HOT MIX

ASPHALT SECTION

IF THE CONTRACTOR ENCOUNTERS SUBGRADE THAT IS DETERMINED BY THE ENGINEER

TO BE UNSTABLE, CONTRACTOR SHALL EXCAVATE 18" BELOW PROPOSED AGGREGATE

BASE COURSE. 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

EARTHWORK NOTES

1. EARTHWORK QUANTITIES ARE IN-PLACE MEASUREMENTS. NO SHRINK OR SWELL

FACTORS WERE APPLIED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

INTERPRET THE SOIL CONDITION AND APPLY COMPACTION AND/OR SWELL

FACTORS.

2. EARTHWORK QUANTITIES HAVE BEEN ADJUSTED TO ACCOUNT FOR 4 INCHES OF

TOPSOIL PLACED ON ALL DISTURBED AREAS NOT SURFACED.

3. SOIL R-VALUES SHALL BE AS FOLLOWS:

EMBANKMENT WITHIN PARKING LOT PRISM AND ACCESS ROAD ≥ 10

A.B.C CLASS 6 ≥ 78

ANY EXCAVATION ON THE PROJECT WILL BE ALLOWED FOR USE AS EMBANKMENT

MATERIAL IF THE MATERIAL MEETS, OR CAN BE CONDITIONED TO MEET THE

MINIMUM R-VALUES OUTLINED ABOVE.

4. REFER TO GEOTECHNICAL REPORT NO. 1232020 PREPARED BY EARTH

ENGINEERING CONSULTANTS ON APRIL 28, 2023 FOR COMPLETE

RECOMMENDATIONS REGARDING PAVEMENT, SUB-BASE AND SUB-GRADE

PREPARATION.

SUMMARY OF EARTHWORK QUANTITIES

EXCAVATION MATERIAL

UNCLASSIFIED EXCAVATION (FOR INFORMATION ONLY) CUBIC

YARDS

SURFACED AREAS 822

LANDSCAPE* 520

TOTAL EXCAVATION 1,342

EMBANKMENT MATERIAL

EMBANKMENT MATERIAL (CIP) CUBIC YARDS

SURFACED AREAS 1,217

LANDSCAPE* 1,104

TOTAL EMBANKMENT (CIP) 2,321

TOPSOIL (IMPORT) CUBIC YARDS

SURFACED AREAS 0

LANDSCAPE* 300

TOTAL TOPSOIL (IMPORT) 300

SUMMARY OF APPROXIMATE QUANTITIES

CONTRACT

ITEM NO.

CONTRACT

SECTION

NO.

CONTRACT ITEM UNIT

PROJECT TOTALS

PLAN AS CONST.

1 201-00000 Clearing & Grubbing LS 1 2 202-00010 Removal of Tree EACH 12 3 202-00080 Removal of Post EACH 3 4 202-00220 Removal of Asphalt Mat SY 55 5 202-01000 Removal of Fence LF 705 6 203-00060 Embankment Material (Complete in Place) CY 2,321

7 203-00050 Unsuitable Material CY 50 8 203-02330 Laborer HR 20 9 207-00205 Topsoil CY 300

10 208-00023 Erosion Log Type 3 (12 Inch) LF 1,100

11 208-00020 Silt Fence LF 250 12 208-00045 Concrete Washout Structure EACH 1 13 208-00075 Pre-fabricated Vehicle Tracking Pad EACH 1 14 208-00103 Removal and Disposal of Sediment (Labor) HR 20 15 208-00105 Removal and Disposal of Sediment (Equipment) HR 10 16 208-00106 Sweeping (Sediment Removal) HR 11 17 208-00207 Erosion Control Management DAY 10 18 210-00010 Reset Mailbox Structure EACH 1 19 210-04050 Adjust Valve Box EACH 2 20 212-00006 Seeding (Native) ACRE 1 21 212-00032 Soil Conditioning ACRE 1 22 213-00002 Mulching (Weed Free Hay) ACRE 1 23 213-00061 Mulch Tackifier LB 128 24 216-00041 Soil Retention Blanket (Straw/Coconut) (Biodegradable Class 1) SY 840 25 216-00301 Turf Reinforcement Mat SY 50 26 217-00015 Noxious Weed Management HR 20 27 304-06000 Aggregate Base Course (Class 6) TON 1,684

28 304-09006 Crusher Fines CY 21 29 306-01000 Reconditioning SY 4,223

30 403-34721 Hot Mix Asphalt (Grading SX) (75) (PG 58-28) TON 730 31 403-40005 Asphalt Speed Hump EACH 1 32 506-00218 Riprap (18 Inch) CY 17 33 506-00406 Soil Riprap (6 Inch) CY 131 34 603-01305 30 Inch Reinforced Concrete Pipe (Complete In Place) LF 87 35 603-05030 30 Inch Reinforced Concrete End Section EACH 1 36 604 Vault Toilet - No Electric EACH 1 37 604-20000 Outlet Structure EACH 1 38 607-11460 Fence Wood Railing LF 205 39 607-11525 Fence (Plastic) LF 450 40 607-60610 Vehicle Gate EACH 1 41 608-00006 Concrete Sidewalk (6 Inch) SY 236 42 609-21011 Curb and Gutter Type 2 (Section I-M) LF 283 43 610-00024 Median Cover Material (4 Inch Patterened Concrete) SF 321 44 613-30005 Light Standard and Luminaire (Solar) EACH 2 45 614-00010 Sign Panel (Class I) SF 41 46 614-00216 Steel Sign Post (2x2 Inch Tubing) LF 172 47 614-00218 Steel Sign Post (2.25x2.25 Inch Tubing) LF 42 48 620-00020 Sanitary Facility EACH 1 49 622-00010 Bicycle Rack EACH 1 50 622-00050 OL Kiosk (Install Only) EACH 1 51 622-00200 Table EACH 2 52 622-00351 Dog Waste Bag Holder EACH 1 53 622-00352 Trash Receptacle (Bear Resistant) EACH 1 54 622-00550 Wheel Stop (Concrete) EACH 17 55 625-00000 Construction Surveying LS 1 56 626-00000 Mobilization LS 1 57 627-00001 Pavement Marking Paint GAL 5 58 627-30405 Preformed Thermoplastic Pavement Marking (Word-Symbol) SF 60 59 630-00016 Traffic Control LS 1

60 700-70010 F/A Minor Contract Revisions FA 1

*INCLUDES AREA OF SOIL RIPRAP

50655064

50955091

5092 50 93 5094

US HIGHWAY 34/

EISENHOWER BLVD.

LOUDEN DITCH

2', TYP.

60.00' INGRESS-EGRESS, UTILITY

& DITCH ACCESS EASEMENT

FOUND #4 REBAR

W/ GPC LS 34995

FOUND #4 REBAR

W/ GPC LS 34995

PRESERVE TREE(S), REMOVE

ONLY IF NECESSARY FOR

CONSTRUCTION

PRESERVE TREE, REMOVE

ONLY IF NECESSARY FOR

CONSTRUCTION

REMOVAL OF

FENCE (±170 LF)

REMOVAL OF

FENCE (±170 LF)

REMOVAL OF

FENCE (±365 LF)

REMOVAL OF

ASPHALT MAT (±55 SY)

SAWCUT

RESET MAILBOX

STRUCTURE

REMOVAL

OF POST

PROTECT

HYDRANT IN-PLACE

CP A

5092.17 N=1392322.91 E=3100762.58

CP D

5082.58 N=1392126.04 E=3101090.07

CP C

5070.82 N=1391925.62 E=3101093.71

CP F

5066.46 N=1391752.42 E=3100987.18

CP E

5067.04 N=1391676.87 E=3100758.19

CP B

5063.50 N=1391841.01

E=3100857.15 PROTECT CULVERT

IN-PLACE

N:1391791.01 E:3100863.82

N:1391694.28 E:3100634.20

ADJUST VALVE

BOX

ADJUST VALVE

BOX

EXISTING UTILITY POLE TO

BE RELOCATED BY OTHERS

PRIOR TO CONSTRUCTION

PROTECT

UTILITY POLE

IN-PLACE

SALVAGE ADDRESS

SIGN FOR REUSE

DESIGN BY:

DRAWN BY:

CHECKED BY:

B Y

A P

D A

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INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J- U

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N G

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co m

J-U-B ENGINEERS, INC.

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DRAWING:

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VERTICAL DATUM:

NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29) & GEIOD18.

BENCHMARK: CITY OF LOVELAND BENCHMARK "95 13" ELEV=5058.66'

HORIZONTAL DATUM:

COLORADO STATE PLANE COORDINATES NAD 83(2011) DATUM. (NAD83 COLORADO STATE

PLANES, NORTH ZONE, US FOOT - CODE: CO83-NF)

HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NETWORK.

NOTE:

1. THIS DRAWING IS SCALED TO GROUND/PROJECT COORDINATES. TO REDUCE TO STATE

PLANE COORDINATES, SCALE AT 0.99972035 (1.00027973) ABOUT THE ORIGIN (0,0).

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. THIS AUTOCAD DRAWING CONTAINS INFORMATION THAT IS NOT VISIBLE ON THE PLOTTED

COPY. TO OBTAIN ALL THE INFORMATION THAT IS AVAILABLE IN THIS DRAWING, ALL THE

AUTOCAD LAYERS MUST BE TURNED ON AND THAWED.

4. 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.

5. 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.

LAST UPDATED: 8/28/2024

07-23-018_JJ_C-005

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07-23-018

KRITCHIE

SFETZER

C-005 5 20

REMOVAL OF

ASPHALT MAT

REMOVAL NOTES:

1. COST OF PAVEMENT SAWCUTS SHALL BE INCIDENTAL TO OTHER PAY ITEMS.

REMOVAL OF FENCE

REMOVAL OF TREE

OR STUMP

LEGEND:

PROPOSED CUT LINE

PROPOSED FILL LINE

CUT

FILL

SCALE IN FEET

36'

86'

R 114'

R30'

R30

R40

R40'

R40

R40'

R15'

R20'

4.00'

FL-FL

R 60'

28.00'

100+00

102+00

103+00 103+44

BP: 100+00.00

N:1391768.71 E:3100790.75

EP: 103+43.63

N:1391953.11 E:3100975.90

PC: 100+31.19

PC: 101+05.37

PC: 102+24.03

PT: 100+47.68

PT: 101+59.09

PT: 102+40.24

N22°30'45.80"W 31.19'

N03°36'45.57"W 57.68'

N66°25'20.16"E 64.94' N84°59'59.89"E 103.38'

L=16.49 D=018°54'00"

R=50.00'

L=53.72 D=070°02'06"

R=43.95'

L=16.21 D=018°34'40"

R=50.00'

N:1391791.01 E:3100863.82

N:1391808.03 E:3100789.48

N:1391871.94 E:3100785.44

N:1391901.32 E:3100803.38

N:1391927.29 E:3100862.87

N:1391930.15 E:3100874.13

N:1391934.89 E:3100928.25

N:1391909.55 E:3100960.51

N:1391875.61 E:3100999.86

N:1391875.51 E:3101019.79

N:1391915.51 E:3101059.98

N:1392001.77 E:3101059.98

N:1392041.77 E:3101020.06

N:1392041.81 E:3101000.06

N:1392001.81 E:3100959.98

N:1392022.59 E:3100941.35

N:1392036.06 E:3100939.19

N:1392056.48 E:3100931.20

N:1392065.95 E:3100934.33

N:1392009.90 E:3101004.98

N:1392013.80 E:3101014.98

N:1392001.68 E:3101035.98

N:1391917.97 E:3100983.98

N:1391981.52 E:3101014.98

N:1391981.52 E:3101004.98

N:1392066.02 E:3100978.36

N:1392046.61 E:3100960.42

N:1392052.05 E:3100944.28

N:1392040.63 E:3100990.28

N:1391993.26 E:3100959.98

N:1391963.38 E:3100932.59

N:1391958.05 E:3100871.69

N:1391952.95 E:3100851.67

N:1391924.39 E:3100786.22

N:1391849.18 E:3100758.82

N:1391793.37 E:3100756.72 N:1391784.82

E:3100817.75

N:1391706.76 E:3100657.97

N:1391710.43 E:3100656.38

N:1391748.09 E:3100752.76

N:1391751.78 E:3100751.22

N:1391772.69 E:3100759.88

N:1391774.22 E:3100763.57

N:1391777.50 E:3100762.21

N:1391775.97 E:3100758.52

N:1392059.91 E:3100952.42

N:1392089.14 E:3100961.22

N:1392015.84 E:3101035.98

N:1391903.84 E:3101035.98

N:1391903.80 E:3100983.98

N:1392015.88 E:3100983.98

N:1392036.65 E:3100980.31

N:1392090.66 E:3100971.04

N:1392072.49 E:3100965.14

R95'

R10'

R105'

.0 0'

R30.00'

N:1391964.27 E:3100786.54

N:1391963.98 E:3100744.69

N:1391917.11 E:3100755.09

N:1391694.28 E:3100634.20

R2.00'

8' 38' 8'

DESIGN BY:

DRAWN BY:

CHECKED BY:

B Y

A P

D A

T E

D E

S C

O F

D R

A W

S J-

U -B

S H

C O

M M

O N

, S

R Y, C O

D O

D R

G S, A N

D T

H E

N O

H O

U T

J- U

-B 'S

P R

W R

N C

O N

Y R

H O

U T

W R

N C

O N

J -U

-B W

T C

T' S

D W

O U

O R

J -U

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N O

R E

JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J- U

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J-U-B ENGINEERS, INC.

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LAST UPDATED: 5/16/2024

07-23-018_JJ_C-006

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07-23-018

KRITCHIE

SFETZER

C-006 6 20

200 40

US - 34

SSUM

DR.

OWNER:

MONOSSO KENNETH

DALE/SALLY ANN

PARCEL:

9508400038

OWNER:

WILLIAMS CHRISTINE M

PARCEL:

9508400006

OWNER:

CITY OF LOVELAND

PARCEL:

9508118901

OWNER:

WILLIAMS CHRISTINE M

PARCEL:

9508400006

OWNER:

CITY OF LOVELAND

PARCEL:

9508400944

OWNER:

CITY OF LOVELAND

PARCEL:

9508400904

OWNER:

4409 W EISENHOWER LTD

LIABILITY CO

PARCEL:

9508400034

OWNER:

RUTLEDGE MARVIN

DOUGLAS/SHEILA H

PARCEL:

9517106004

EDGE OF EXISTING

CONCRETE DRIVEWAY

JAMOKA JOES

DRIVE-THRU

COFFEE SHOP

PROPOSED VEHICLE GATE

EXISTING RIGHT - OF - WAY

PROPOSED PARKING AREA

PROPOSED

VAULT TOILET

EXISTING DITCH

ACCESS ROAD

PROPOSED FENCE,

TIE INTO EXISTING

PROPOSED

ASPHALT

ACCESS ROAD

EXISTING

BRIDGE

PROPOSED ACCESS

CONTROL MEDIAN

DESIGN BY:

DRAWN BY:

CHECKED BY:

B Y

A P

D A

T E

D E

S C

O F

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JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J- U

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J-U-B ENGINEERS, INC.

C O

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DRAWING:

SHEET: OF

F or t C ol lin s, C O

E . H ar m on y

R d.

P ho ne : 9

S ui te

LAST UPDATED: 5/16/2024

07-23-018_JJ_C-007

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07-23-018

KRITCHIE

SFETZER

C-007 7 20

PROPOSED CONCRETE

WHEEL STOP, TYP.

PROPOSED

VAULT TOILET

PROPOSED OL KIOSK (INSTALL ONLY),

ANIMAL PROOF TRASH CAN, DOG

WASTE BAG HOLDER

US HIGHWAY 34/

EISENHOWER BLVD.

PROPOSED

PICNIC TABLE

PROPOSED CULVERT

CROSSING A, SEE

PROFILE BELOW

-0+13 0+00 0+50 1+001+02

STR-A2

WATER QUALITY

OUTLET STRUCTURE

(SEE DWG C-020 FOR DETAIL)

STA: 0+87.26

N: 1391986.29 E: 3100894.22

17 CY RIPRAP

(15'L X 10'W X 3'D)

(SEE NOTE #5)

S-

+0 0.

V O

U T:

-A

: 5

0" (S

CULVERT CROSSING A

INV. ELEV:

5056.56

INV. ELEV:

5058.67

87 LF 30" RCP @ 2.06%

PROPOSED

GRADE

EXISTING

GROUND

RESET MAILBOX

STRUCTURE

R7-8 (12" X 18") R7-8p (18" X 9")

ACCESSIBLE

VAN

R6-2(R) (18" x24")

R5-1 (30" X 30")

PROPOSED

VEHICLE GATE

PROPOSED WOOD

RAILING FENCE

CONTRACTOR SHALL UTILIZE MUTCD TYPICAL

APPLICATION 6 FOR SHOULDER WORK WITH

MINOR ENCROACHMENT (TA-6) AND MAINTAIN

ACCESS TO ADJACENT PROPERTIES DURING

CONSTRUCTION. COST FOR ALL TRAFFIC

CONTROL LABOR AND EQUIPMENT SHALL BE

INCLUDED IN LUMP SUM PAY ITEM: 630-00016 -

TRAFFIC CONTROL

PROPOSED

BIKE RACK

FES-A1

30" REINFORCED

CONCRETE END SECTION

STA: 0+00.00

N: 1391900.68 E: 3100911.11

28.00'

PROPOSED WOOD

RAILING FENCE

P.I.P FIRE HYDRANT

PROPOSED

SOLAR LIGHT

SPEED HUMP

PER LCUASS

DETAIL 1801F

R1-1 (30'' x 30'')

STOP

ONE

WAY

DO NOT

ENTER

10'

10.50' SETBACK FROM

PROPERTY LINE

131 CY SOIL

RIPRAP (SEE DWG

C-018 FOR DETAIL)

PROPOSED

SOLAR LIGHT

THERMOPLASTIC

CHEVRONS

PROPOSED DOUBLE

YELLOW STRIPING

(2x4" WITH 4"GAP)

PROPOSED 8" SOLID

WHITE STRIPE

"NO TRESPASSING" (12"x18") R5-11 (30'' x 24'')

AUTHORIZED

VEHICLES

ONLY

PRIVATE

PROPERTY

TRESPASSING

PROPOSED DOUBLE

YELLOW STRIPING

(2x4" WITH 4"GAP)

PROPOSED

THERMOPLASTIC

RIGHT-TURN ARROW

PROPOSED

THERMOPLASTIC

THRU/LEFT ARROW

DESIGN BY:

DRAWN BY:

CHECKED BY:

B Y

A P

D A

T E

D E

S C

O F

D R

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S J-

U -B

S H

C O

M M

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R Y, C O

D O

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G S, A N

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N O

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J- U

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P R

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J -U

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J -U

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JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J- U

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N G

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S , I

N C w w w .ju b.

co m

J-U-B ENGINEERS, INC.

C O

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DRAWING:

SHEET: OF

F or t C ol lin s, C O

E . H ar m on y

R d.

P ho ne : 9

S ui te

LAST UPDATED: 8/28/2024

07-23-018_JJ_C-008

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07-23-018

KRITCHIE

SFETZER

C-008 8 20

KEYED NOTES:

PROPOSED AGGREGATE BASE COURSE, SEE SECTION A

PROPOSED HOT MIX ASPHALT PAVEMENT, SEE SECTION B

PROPOSED 6" CRUSHER FINES SURFACING, SEE SECTION C

PROPOSED 6" CONCRETE SIDEWALK

PROPOSED TURF REINFORCEMENT MAT

PROPOSED CURB & GUTTER TYPE 2, SECTION IM, SEE DETAIL ON

DRAWING C-018

PROPOSED CONCRETE MEDIAN COVER MATERIAL, SEE DETAIL ON

DRAWING C-017

PROPOSED PAVEMENT SAFETY EDGE, SEE DETAIL ON DRAWING

C-016

PROPOSED PARKING LOT STRIPING, TYPICAL 4" WIDE SOLID WHITE

PROPOSED FIRE LANE NO PARKING SIGN, PER LCUASS DETAIL 1418,

SEE DRAWING C-018

NOTES

1. SEE DRAWING C-005 FOR EXISTING TOPOGRAPHY AND REMOVALS.

2. SEE DRAWING C-006 FOR PROJECT GEOMETRICS

3. SEE DRAWING C-009 FOR PROJECT GRADING.

4. SEE DRAWING C-014 TO C-015 FOR EROSION CONTROL MEASURES..

5. NOMINAL STONE SIZE OF RIPRAP (d50) IS 18 INCHES, PER CDOT

TABLE 506-2. RIPRAP SHALL BE UNDERLAIN BY MIRAFI FW 402

GEOTEXTILE (OR APPROVED EQUIVALENT) AND 6" OF TYPE II

GRANULAR BEDDING. COST OF GEOTEXTILE AND BEDDING MATERIAL

SHALL BE INCLUDED IN THE COST OF THE RIPRAP.

PROPOSED LIMITS OF FILL

PROPOSED HOT MIX

ASPHALT PAVEMENT

PROPOSED LIMITS OF CUT

PROPOSED RIPRAP

LEGEND:

PROPOSED

AGGREGATE BASE

COURSE

8" AGGREGATE BASE COURSE

(CLASS 6)

9" SCARIFY, MOISTURE

CONDITION & RE-COMPACT

PAVEMENT SECTIONS:

9" AGGREGATE BASE COURSE

(CLASS 6)

9" SCARIFY, MOISTURE

CONDITION & RE-COMPACT

2" HMA (GRADING SX) (75) (PG 58-28)

SCALE IN FEET

VERT

HORZ

200 40

PROPOSED CONCRETE

SIDEWALK

PROPOSED CRUSHER

FINES

6" CRUSHER FINES

9" SCARIFY, MOISTURE

CONDITION & RE-COMPACT

PROPOSED CONCRETE

MEDIAN COVER

PROPOSED TURF

REINFORCEMENT MAT

100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50

-4.27% -1.04% -0.16% -2.89% -8.50% 0.00% 8.50% 1.86%

PVI:100+00.00

ELEV: 5069.78

I:1

: 5

I:1

: 5

I:1

: 5

I:1

: 5

I:1

: 5

I:1

: 5

96 LP STA: 101+53.93

LP ELEV: 5066.55

PVI STA:101+40.74

PVI ELEV:5066.57

K:30.00

LVC:26.37

EXISTING

GROUND

PROPOSED

GRADE

ACCESS ROAD CENTERLINE PROFILE

5069.60

5069.525069.10

5067.83

5066.25

5066.25 5066.72

5066.26

5066.66

MATCH EXISTING

(5066.89)

5068.04

5070.01

FL:5069.46FL: 5069.09

FL: 5069.31

FL: 5069.03

FL: 5067.30

FL: 5067.68

5068.89

5067.59

5067.09

5066.84

5066.16 5065.68

5065.72

5066.34

5066.60

5067.52

5068.03

5068.21

5068.41

5067.78

5067.75 5067.885067.56

5068.35 5067.91

5067.71 5068.30

5067.68

5067.87

5068.59

5068.75

5069.295068.35

5067.07

5068.51

5068.22

100+00

102+00

103+00 103+44

35.53%

30.37%

26.98%

27.66%

30.96%

28.77%

27.86%

2.24%

2.99%

2.37%

4.12%

2.54%

3.20%

1.92%

2.2 5%

10.03%

15.77%

26.64%

25.53%

19.82%

2.05%

ACCESS ROAD

CENTERLINE

ALIGNMENT

US HIGHWAY 34/

EISENHOWER BLVD.

5068.15

5068.71

5068.21

5069.26

5068.11 5068.72 5068.72

5067.86 5067.64

5067.37

5067.32

5068.31 5068.46

TRANSITION CROSS

SLOPE OF ROADWAY

1.96%

1.97%

MATCH EXISTING

(5067.91)

5068.13

2.03%

2.40%

5065.84

DESIGN BY:

DRAWN BY:

CHECKED BY:

B Y

A P

D A

T E

D E

S C

O F

D R

A W

S J-

U -B

S H

C O

M M

O N

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R Y, C O

D O

D R

G S, A N

D T

H E

N O

H O

U T

J- U

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P R

W R

N C

O N

Y R

H O

U T

W R

N C

O N

J -U

-B W

T C

T' S

D W

O U

O R

J -U

-B

N O

R E

JUB PROJ. # :

INCH, SCALE ACCORDINGLY

AT FULL SIZE, IF NOT ONE

ONE INCH

FILE :

J-U-B ENGINEERS, INC.

J- U

-B E

N G

E R

S , I

N C w w w .ju b.

co m

J-U-B ENGINEERS, INC.

C O

N S

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P R

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N S

DRAWING:

SHEET: OF

F or t C ol lin s, C O

E . H ar m on y

R d.

P ho ne : 9

S ui te

LEGEND:

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

FILL

CUT

XXXX.XX FINISHED GRADE ELEVATION

SCALE IN FEET

VERT

HORZ

200 40

LAST UPDATED: 5/13/2024

07-23-018_JJ_C-009

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07-23-018

KRITCHIE

SFETZER

C-009 9 20

NOTES

1. SEE DRAWING C-005 FOR EXISTING TOPOGRAPHY

AND REMOVALS.

2. SEE DRAWING C-006 FOR PROJECT GEOMETRICS

Discharge Description Location (Site Map #) Method Statement (Location)

Uncontaminated Spring

Concrete Wash Water (in-ground washout structure)#

Landscape Irrigation Return Flows Discharges from Diversions of State Waters Emergency Fire Fighting

1. SITE DESCRIPTION

The Contractor shall comply with all contractual requirements and all requirements associate with CDPS-SCP on this project. The SWMP Administrator for Construction shall update the SWMP to reflect current project site conditions.

A. PROJECT SITE LOCATION: The project is located directly north of US Highway 34 on the western edge of the Loveland, CO city limits. More specifically, the project can be found at the southeast quarter of Section 8, Township 5 North, Range 69 west of the 6th P.M., County of Larimer, State of Colorado. The construction office can be found at: _________________________________________________________ (To be determined by contractor)

B. PROJECT SITE DESCRIPTION: The project site is located on land owned by the City of Loveland, with access to the site provided by an existing gravel road that connects to US-34 within the highway right-of-way. Proposed improvements to the site include a 17-space asphalt parking lot and accompanying asphalt access road, the starting point of a 10' concrete multi-use trail, concrete median, and a water quality structure to detain runoff and pass flows beneath the access road. Additional site amenities will include bike racks, picnic tables and a vault toilet.

C. PROPOSED SEQUENCING FOR MAJOR CONSTRUCTION ACTIVITIES: The general sequence of activities will include installation of the necessary control measures within the work zone, removal of trees, clearing and grubbing open areas, site grading subgrade preparation, placement of a vault toilet, concrete flatwork installation, hot bituminous paving, placement of aggregate base course, installation of signage and striping, installation of site amenities and final site stabilization including landscape and seeding.

D. ACRES OF DISTURBANCE:

1. Total area of construction site (LOC (PERMITTED AREA)): 1.736 acres

2. Total area of proposed disturbance (LDA): 1.391 acres

3. Total area of seeding: 0.64 acres (Includes additional 10% for irregularities)

4. Total area of pre-project impervious surface: 488 sq. ft.

5. Total area of final impervious surface: 29,646 sq. ft.

EXISTING SOIL DATA: According to the USDA National Resources Conservation Services' Web Soil Survey, the site area with proposed improvements consists of the following soil types:

Connerton-Sylvandale complex - Hydrologic soil group B, K Factor Rating .20 and Wind Erodibility Group Rating 3.

E. EXISTING VEGETATION, INCLUDING PERCENT COVER:

The SWMP Administrator for construction will conduct the Vegetation Transects. If the site is disturbed, an Adequate Reference Site(s) may be utilized, refer to the permit.

Pre-Construction Date of survey: ______________ Percent Existing Vegetative Cover: ______________ Description of existing vegetation: Vegetation in the project site mainly consists of cultivated wheat crop surrounded by native grasses and shrubs.

Method for determining percent vegetative cover:

Include a map or table showing transect locations, photos documenting pre-Construction vegetative cover, and methodology used to determine existing vegetative cover to SWMP tab 17:

Post-Construction Date of survey: ______________ Percent Vegetative Cover: ______________ Description of existing vegetation: Date of CDPS-SCP Closure: ______________ The method used to determine pre-construction percent cover shall be used to determine post construction percent cover.

Include map or table showing transect locations, photos documenting post-Construction vegetative cover, and methodology used to determine existing vegetative cover to SWMP tab 17:

F. POTENTIAL POLLUTANTS SOURCES: Refer to Potential Pollutant Sources in SWMP Section 4A. The SWMP Administrator for Construction shall prepare a list of all potential pollutants and their locations in accordance with subsection 107.25.

G. RECEIVING WATER:

1. Outfall locations: The project site currently drains through a culvert beneath US-34 where is then it carried via open channel flow ±650' south to the Big Thompson River.

2. Names of immediate receiving water(s) on site: N/A.

3. Ultimate receiving water(s): Big Thompson River

4. Description of all stream crossings located within the Construction Site Boundary:

I. ALLOWABLE NON-STORMWATER DISCHARGES:

#Concrete washout water associated with the washing of concrete tools and concrete mixer chutes can be discharged to the ground if site is managed accordingly to prevent the water from leaving the site as surface runoff or reaching receiving waters.

J. DESCRIPTION OF DRAINAGE PATTERNS FROM THE SITE: The site is located in a small valley which funnels runoff from the north, east and west to a low point where flows enter a culvert to pass beneath US-34 and continue south to the the Big Thompson River.

K. ALTERNATIVE DIVERSION CRITERIA: N/A

L. ALTERNATIVE TEMPORARY STABILIZATION SCHEDULE:

2. SITE MAP COMPONENTS

Pre-construction

A. PROJECT CONSTRUCTION POTENTIAL SITE BOUNDARIES: See SWMP site maps.

B. FLOW ARROWS THAT DEPICT STORMWATER FLOW DIRECTIONS ON-SITE, RUN-ON AND RUNOFF DIRECTION: See SWMP site maps.

C. ALL AREAS OF GROUND SURFACE DISTURBANCE: See SWMP site maps.

D. AREAS OF CUT AND FILL: See grading sheet C-009.

E. AREAS USED FOR STORING AND STOCKPILING OF MATERIALS, STAGING AREAS (field trailer, fueling, etc.) and LOCATIONS OF ALL WASTE ACCUMULATION AND BATCH PLANTS INCLUDING MASONRY MIXING STATIONS: See SWMP site maps.

F. LOCATION OF ALL STRUCTURAL CONTROL MEASURES IDENTIFIED IN THE SWMP: See SWMP site maps.

G. LOCATION OF NON-STRUCTURAL CONTROL MEASURES AS APPLICABLE IN THE SWMP: See SWMP site maps.

H. SPRINGS, STREAMS, WETLANDS, DIVERSIONS, AND OTHER STATE WATERS, INCLUDING AREAS THAT REQUIRE PRE-EXISTING VEGETATION BE MAINTAINED WITHIN 50 FEET OF A RECEIVING WATER: See SWMP site maps.

I. LOCATIONS OF ALL STREAM CROSSINGS LOCATED WITHIN THE CONSTRUCTION SITE BOUNDARY: See SWMP site maps.

J. PROTECTION OF TREES, SHRUBS, SENSITIVE HABITAT, AND CULTURAL RESOURCES: See SWMP site maps.

K. LOCATIONS WHERE ALTERNATIVE TEMPORARY STABILIZATION SCHEDULES APPLY: If applicable, see SWMP site maps.

3. QUALIFIED STORMWATER MANAGERS:

A. SWMP ADMINISTRATOR FOR DESIGN: CDOT Certified individual responsible for developing SWMP Plan Sheets and SWMP Site Maps during the design phase.

B. SWMP ADMINISTRATOR FOR CONSTRUCTION: (As defined in Subsection 208) The Contractor shall designate a SWMP Administrator for Construction upon accepting co-permittee of the permit. The SWMP Administrator for Construction shall become the operator for the SWMP and assume responsibility for all design changes to the SWMP implementation and maintenance in accordance to 208.03, the SWMP shall remain the property of CDOT. The SWMP Administrator for Construction shall be responsible for implementing, maintaining and revising SWMP, including the title and contact information. The activities and responsibilities of the SWMP Administrator for Construction shall address all aspects of the project's SWMP. (Update the information below for each new SWMP Administrator for Construction) (A copy of TECS Certification must be included in the SWMP.)

C. EROSION CONTROL INSPECTOR: (As defined in Subsection 208) The Contractor may designate an Erosion Control Inspector. The Erosion Control Inspector shall complete duties in accordance with subsection 208.03 (c) (Copy of TECS Certification must also be included in the SWMP Notebook.)

4. STORMWATER MANAGEMENT CONTROLS FIRST CONSTRUCTION ACTIVITIES

THE CONTRACTOR SHALL PERFORM THE FOLLOWING:

A. POTENTIAL POLLUTANT SOURCES:

Evaluate, identify, locate and describe all potential sources of pollutants at the site in accordance with subsection 107.25, CDPS-SCP and place in the SWMP notebook. All Control Measures related to potential pollutants shall be shown on the SWMP site map by the Contractor’s SWMP Administrator for Construction.

B. OFFSITE DRAINAGE (RUN ON WATER):

Describe and record Control Measures on the SWMP Site Map that have been implemented to address off site run-on water in accordance with subsection 208.03.

Location Stream Name Description Of Any Disturbed Upland Areas

Name/Certification Contact Information

KYLE RITCHIE, #14FA892B 970-377-3602

Name/Title Contact Information Certification # Start Date…

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File details come from the government source that posted it. Updated Apr 29, 2025.