2-2026-05-20 CFC Fisher Park All Abilities Playground.pdf

PDF 4 MB Posted Aug 20, 2026

Attached to: Fisher Park All Abilities Playground Site Work
Solicitation number: 2026B-08
Issued by: Davis County, Utah

About this file

Written by GovTribe AI · Sep 29, 2026

This file comprises construction plans and specifications for the Fisher Park All Abilities Playground Site Work project in Clearfield City, Utah. The project is located at 934 South 1000 East in Clearfield and involves site preparation work in advance of a new all-abilities playground installation. The scope of work includes demolition of existing curb, gutter, and sidewalk infrastructure; removal of asphalt pavement totaling approximately 7,100 square feet and gravel areas of 1,100 square feet; installation of new six-inch concrete flatwork over four-inch Utah Trench Base Course (UTBC); construction of three Americans with Disabilities Act (ADA) compliant ramps per APWA 236.1 standards; installation of new curb and gutter per city standards; placement of new chain link fencing (430 linear feet); and construction of new parking stalls with appropriate striping and signage. The plans indicate selective tree preservation where trees exceed six-inch caliper, protection of existing utilities including water, sewer, and drainage infrastructure, and installation of a new stormwater drainage manhole with sump. The project documents specify that all work must conform to Clearfield City standards and current ADA requirements, with the contractor responsible for all site conditions, safety, traffic control, utility protection, and dust control throughout the construction period.

The project documents provide detailed grading elevations, material specifications, and construction details across multiple plan sheets developed by Jones Civil Consulting Engineers. General notes mandate that contractors hold valid Utah contractor licenses, obtain all necessary permits through UDOT, county, and city authorities where applicable, maintain as-built drawings for final payment processing, and contact Blue Stakes at 1-800-662-4111 for underground utility marking prior to earthwork. The contractor is required to provide all temporary utilities, traffic control, flagging, and barricades necessary to maintain public safety, with all demolition debris requiring lawful disposal off-site. The plans specify that a four-inch hot mix asphalt overlay with soft spot repair is required, with soft spots replaced using four-inch HMA and twelve-inch UTBC minimum compacted to ninety-five percent Modified Proctor density. This is an all-inclusive contract requiring a single qualified vendor to furnish all materials and labor for completion of the site work as outlined in the construction documents.

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3-Insurance Requirements 010124.pdf	PDF	Aug 20, 2026
1-Fisher Park All Abilities Playground Site RFB 2026.pdf	PDF	Aug 20, 2026

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ANTELOPE DRIVE

SR-193

SR-193 700 SOUTH

200 SOUTH

300 NORTH

800 NORTH

N S

STATE STREET

INTERSTATE 15

N S

T M

GORDON AVE

1045 SOUTH13

BENJI FRYE

PARKS & OPEN SPACES MANAGER

CURTIS DICKSON

COMMUNITY SERVICES PROJECT MANAGER

BRADEN FELIX, P.E.

CITY ENGINEER

ADAM FAVERO

PUBLIC WORKS DIRECTOR

ERIC HOWES

DIRECTOR OF COMMUNITY SERVICES

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COVER SHEET

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DEMO PLAN

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SITE & GRADING PLAN

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DETAILED GRADING SHEET

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NOTES AND LEGEND

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DETAIL SHEET

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CLEARFIELD CITY CORPORATION

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CONSULTING ENGINEERS

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FISHER PARK ALL ABILITIES PLAYGROUND

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PROJECT LOCATION

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VICINITY MAP

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PLAN APPROVAL

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MAY 2026

AutoCAD SHX Text 6080 Fashion Point Drive South Ogden, Utah 84403 (801) 476-9767

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PROTECT IN PLACE EX CONCRETE WATERWAY SEE GRADING PLAN C3

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PROTECT EXIST. TREES IN PLACE

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PROTECT IN PLACE EX CURB & GUTTER (TYP.)

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REMOVE EXIST. FENCE AND POSTS (TYP.) L = 400FT 400FT ±

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PROTECT IN PLACE EX CURB & GUTTER (TYP.)

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PROTECT IN PLACE EX CURB & GUTTER (TYP.)

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PROTECT IN PLACE EX CHAIN LINK FENCE L = 165 LF ±

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REMOVE EX ASPHALT AREA = 7100 SF 7100 SF ±

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PROTECT IN PLACE EX SIDEWALK (TYP.)

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SAW CUT AND REMOVE EX SIDEWALK

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PROTECT IN PLACE EX SIDEWALK (TYP.)

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REMOVE EX ADA RAMP FOR REPLACEMENT (SEE SITE AND GRADING PLAN C3)

AutoCAD SHX Text CLEAR, GRUB & REMOVE ALL EX SITE SURFACE FEATURES INCLUDING CONCRETE, ASPHALT, GRAVEL, TREES W/ < 6" ± CALIPER, SPICKETS,IRRIGATION, LANDSCAPE MATERIAL ETC. PROTECT IN PLACE ANY EX DRY UTILITY INFRASTRUCTURE

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REMOVE EXISTING GRAVEL (TYP.) AREA = 1100 SF 1100 SF ±

AutoCAD SHX Text REMOVE EX SIDEWALK CONCRETE AREA= 200 SF ±GRIND EX CURB FOR NEW ADA RAMP (SEE SHEET GRADING SHEET C3)

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SAW CUT AND REMOVE EX C&G L = 600 LF ±

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SAW CUT ASPHALT L = 40 FT ±

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REMOVE EX TREES EST CALIPER SIZE < 3"

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REMOVE EX TREES EST. CALIPER 12"

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PROTECT IN PLACE WMH

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PROTECT IN PLACE POWER POLE

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REMOVE PORTION OF THE EX WATER WAY. AREA = 55 SF ±

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ENGINEERS

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CLEARFIELD CITY CORP

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FISHER PARK ALL ABILITIES PLAYGROUND

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DEMO PLAN

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ASPHALT CUT (TYP.)

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NEW 6" CONCRETE FLATWORK OVER 4" UTBC FOR ELEVATIONS SEE GRADING SHEET C3.1

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NEW 6' WIDE SIDEWALK 4" CONCRETE FLATWORK OVER 4" UTBC PER CITY STND. (TYP.)

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NEW 30" CURB AND GUTTER PER CITY STND. (TYP.)

AutoCAD SHX Text NEW ADA RAMP #2 PER APWA 236.1 (TYP.) SEE DETAIL SHEET D1 FOR ELEVATIONS SEE C3.1

AutoCAD SHX Text NEW ADA RAMP #1 PER APWA 236.1 (TYP.) SEE DETAIL SHEET D1 FOR ELEVATIONS SEE C3.1

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NEW ADA RAMP#3 PER APWA 236.1 SEE DETAIL SHEET D1 FOR ELEVATIONS SEE C3.1

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NEW CONCRETE BOLLARDS EVERY 6' (SEE DETAIL SHEET D1)

AutoCAD SHX Text NEW 4" WHITE STRIPING (DOUBLE COAT) PARKING STALL(TYP.) SIZE: 8.5' x 24'

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NEW ADA VAN ACCESSIBLE SIGN PER MUTCD R7-8 (SEE DETAIL SHEET D1)

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NEW LANDSCAPE ROCK SEE LANDSCAPE PLAN BY OTHERS (TYP.)

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TRANSITION FROM SHED TO CATCH CURB

AutoCAD SHX Text NEW 4" HMA OVERLAY PROTECT IN PLACE EX BASE. AREA = ±6500 SFREPLACE SOFT SPOTS W/ 10" UTBC OVER 10" GRANULAR BORROW AS REQUIRED

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NEW 4" WHITE STRIPING (DOUBLE COAT) PARKING STALL SIZE = 9' X 18'

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NEW 6' CHAIN LINK FENCE INSTALLED IN 1' CONCRETE FLAT CURB L= 430 LF ±

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NEW ADA PAINT PARKING STALL SYMBOL (TYP.)

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EX WMH RAISE RIM TO FINISHED GRADE RIM = 4502.53 ±

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PARK IMPROVEMENTS SEE LANDSCAPE PLANS BY OTHERS

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NEW SDMH SUMP SEE DETAIL SHEET D1 T.O. GRATE ELEVATION = 4501.59

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ENGINEERS

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CLEARFIELD CITY CORP

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FISHER PARK ALL ABILITIES PLAYGROUND

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SITE AND GRADING PLAN

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CLEARFIELD CITY CORP

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FISHER PARK ALL ABILITIES PLAYGROUND

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ADA RAMP #1#11

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ADA RAMP #2#22

ADA RAMP #3#33

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AutoCAD SHX Text 6080 Fashion Point Drive South Ogden, Utah 84403 (801) 476-9767 www.jonescivil.comwww.jonescivil.com

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CLEARFIELD CITY CORP

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2200 SOUTH RECONSTRUCTION #213

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GENERAL NOTES &

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PROJECT LEGEND

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AutoCAD SHX Text GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CLEARFIELD CITY STANDARDS, AS NOTED IN THE PLANS. NOT ALL REFERENCED DRAWINGS ARE INCLUDED. CONTRACTOR IS RESPONSIBLE FOR ALL REFERENCED DRAWINGS AS WELL. 2. THE CONTRACTOR SHALL EXAMINE THE THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SHALL NOTIFY THE OWNER OF ANY DISCREPANCIES OR CONFLICTS BEFORE PROCEEDING WITH THE WORK. 3. THE CONTRACTOR SHALL VERIFY AND BE THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ENGINEER OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. 4. ALL WORK SHALL CONFORM TO AT LEAST THE ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM CITY STANDARDS EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK WHERE APPLICABLE. 5. SPECIFIC NOTES AND DETAILS SHALL TAKE SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES, TYPICAL DETAILS AND SPECIFICATIONS. 6. THE CONTRACTOR SHALL REFER TO THE THE CONTRACTOR SHALL REFER TO THE TECHNICAL PROVISIONS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE DRAWINGS. 7. THE CONTRACTOR SHALL PROVIDE AND BE THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE TEMPORARY ERECTION OF BRACING AND SHORING AS REQUIRED FOR STABILITY OF STRUCTURES AND EXCAVATIONS DURING ALL PHASES OF CONSTRUCTION. 8. THE OWNER HAS OBTAINED THE NECESSARY THE OWNER HAS OBTAINED THE NECESSARY PERMITS REQUIRED TO COMPLETE CONSTRUCTION OF THE PROJECT AS DETAILED. THE CONTRACTOR SHALL OBTAIN UDOT, COUNTY, AND CITY PERMITS WHERE APPLICABLE FOR WORK IN THE PUBLIC RIGHY-OF-WAY. 9. THE CONTRACTOR SHALL BE REQUIRED TO THE CONTRACTOR SHALL BE REQUIRED TO FURNISH ALL TEMPORARY WATER, POWER, OR OTHER UTILITIES AS REQUIRED TO COMPLETE CONSTRUCTION OF THE PROJECT AS DETAILED. WATER FOR FLUSHING AND HYDROSTATIC TESTING CAN BE OBTAINED FROM THE EXISTING PIPELINE AT NO CHARGE TO THE CONTRACTOR. 10. THE CONTRACTOR SHALL BE REQUIRED TO THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ALL FLAGGING, BARRICADES AND TRAFFIC CONTROL AS MAY BE NECESSARY TO ENSURE SAFETY TO THE GENERAL PUBLIC DURING CONSTRUCTION. A TRAFFIC CONTROL PLAN SHALL BE DEVELOPED BY THE CONTRACTOR AND SUBMITTED TO UDOT, THE COUNTY, OR THE CITY, WHERE APPLICABLE. 11. THE CONTRACTOR SHALL HOLD A VALID UTAH THE CONTRACTOR SHALL HOLD A VALID UTAH CONTRACTOR'S LICENSE PRIOR TO BEGINNING CONSTRUCTION. 12. THE CONTRACTOR SHALL MAINTAIN CLEAN THE CONTRACTOR SHALL MAINTAIN CLEAN CONSTRUCTION AREAS. ALL DEBRIS, RUBBISH AND TRASH MUST BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 13. THE CONTRACTOR SHALL BE REQUIRED TO THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN A SET OF DRAWINGS AT THE JOB SITE FOR THE PURPOSE OF RECORDING ALL ACTUAL MEASUREMENTS AND DETAILS TO BE USED IN THE PREPARATION OF "AS-BUILTS" OR "RECORD" DRAWINGS. FINAL PAYMENT WILL NOT BE RELEASED UNTIL "AS-BUILTS" OR "RECORD" DRAWINGS HAVE BEEN SUBMITTED TO AND ACCEPTED BY THE DISTRICT 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT BLUE STAKES AT 1-800-662-4111 TO HAVE UNDERGROUND UTILITIES MARKED IN THE FIELD PRIOR TO ALL EARTHWORK OPERATIONS. 15. SEE THE PROJECT SPECIFICATIONS FOR SEE THE PROJECT SPECIFICATIONS FOR GRADATION AND COMPACTION REQUIREMENTS FOR BEDDING, BACKFILL, BASE AND CRUSHED ROCK SURFACE COURSES. 16. ALL TRENCHES AND EXCAVATIONS SHALL BE ALL TRENCHES AND EXCAVATIONS SHALL BE CUT, PROTECTED AND SUPPORTED AS PRESCRIBED BY OSHA. 17. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND MAINTAIN ANY EQUIPMENT NECESSARY TO DEWATER EXCAVATIONS. 18. IMPORT GRANULAR BACKFILL MATERIAL SHALL BE IMPORT GRANULAR BACKFILL MATERIAL SHALL BE REQUIRED IN ROADWAY AREAS TO ACHIEVE 95% DRY DENSITY COMPACTION. 19. THE OPEN ENDS OF ALL PIPELINES UNDER THE OPEN ENDS OF ALL PIPELINES UNDER CONSTRUCTION SHALL BE COVERED EFFECTIVELY SEALED AT THE END OF THE DAYS WORK. 20. DUST SHALL BE CONTROLLED BY WATERING. DUST SHALL BE CONTROLLED BY WATERING. 21. ADJOINING PROPERTIES SHALL BE PROTECTED ADJOINING PROPERTIES SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES AND DRAINAGE. 22. PUBLIC ROADWAYS SHALL BE KEPT FREE OF PUBLIC ROADWAYS SHALL BE KEPT FREE OF MUD, DIRT AND DEBRIS CREATED BY CONSTRUCTION ACTIVITIES. 23. CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE CONDITIONS DURING CONSTRUCTION INCLUDING SAFTEY OF ALL PERSONS AND PROPERTY, TWENTY-FOUR HOURS A DAY. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES. POTHOLE IN ADVANCE TO LOCATE EXISTING UTILITIES AT CROSSINGS BEFORE CONSTRUCTING NEW UTILITIES. MAKE GRADE OR ALIGNMENT CHANGES AS NEEDED. NEEDED. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY DEWATERING. 26. CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DURING CONSTRUCTION SUCH THAT THAT TRAFFIC FLOW MAY BE MAINTAINED IN A SAFE, MAY BE MAINTAINED IN A SAFE, ORDERLY MANNER. ROAD CLOSURES MUST CLOSURES MUST BE APPROVED BY DAVIS COUNTY. 27. 4" ASPHALT OVERLAY, WITH SOFT SPOT REPAIR 4" ASPHALT OVERLAY, WITH SOFT SPOT REPAIR REQUIRED. SOFT SPOTS WILL BE REPLACED WITH 4" HMA AND 12" UTBC MIN. COMPACTED TO 95% MODIFIED PROCTOR. 28. ALL NEW ACCESSIBLE RAMPS, SIDEWALKS, AND ALL NEW ACCESSIBLE RAMPS, SIDEWALKS, AND STALLS SHALL CONFORM TO CURRENT ADA STANDARDS. DEMOLITION NOTES 1. ALL CONCRETE AND ASPHALT REMOVAL LIMITS ALL CONCRETE AND ASPHALT REMOVAL LIMITS SHALL BE FULL-DEPTH SAW CUT TO ENSURE A CLEAN JOIN WITH REMAIN INFRASTRUCTURE. 2. CONTRACTOR SHALL INSTALL TREE PROTECTION CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AT THE DRIP LINE OF ALL TREES MARKED WITH "TO REMAIN". NO EQUIPMENT STORAGE OR COMPACTION IS ALLOWED WITHIN THESE AREAS. 3. ALL DEMOLISHED MATERIALS (ASPHALT, ALL DEMOLISHED MATERIALS (ASPHALT, CONCRETE, GRAVEL, DEBRIS) SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER.

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SHOWN OR SHOWN INCORRECTLY.

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SIBILITY FOR THE UTILITIES NOT

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THE ENGINEER BEARS NO RESPON-

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THE PROTECTION OF ALL UTILITIES.

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CONTRACTOR IS RESPONSIBLE FOR

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OF THE CONTRACTOR ONLY. THE

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ON PLANS FOR THE CONVENIENCE

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EXISTING UTILITIES ARE SHOWN

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UNDERGROUND SERVICE (USA)

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UTILITIES. IT'S COSTLY

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AVOID CUTTING UNDERGROUND

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NOTICE:

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BEFORE YOU

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FIRE HYDRANT

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LEGEND

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BOLLARD NOTES: : A. PROVIDE A MIN. PROVIDE A MIN. OF 3 STEEL BOLLARDS TO PROTECT GENERATOR. PLACE IN FRONT OF GENERATOR AS SHOWN IN THE DETAIL ON THIS SHEET.

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FINISHED GRADE

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REFLECTIVE TAPE

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PAINT SAFETY YELLOW

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4" MIN. DIAMETER STEEL BOLLARD (FILL SOLID W/ CONCRETE)

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3'-0" MIN.

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3'-0" MIN.

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CROWN TOP OF CONCRETE

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4" DIAMETER PIPE BOLLARD DETAIL

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ACCESSIBILITY HANDICAPPED PARKING SIGN-DETAIL

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STD. PERFORATED 4' PRECASTCONC. MANHOLE

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WASHED DRAIN ROCK (3/4" TO 1")

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STD. PERFORATED 4' PRECASTCONC. MANHOLE

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INSTALL "D&L SUPPLY" CAST IRON RING & COVER - SLOTTED (#A-118

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%%USUMP MANHOLE DETAIL

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2% SLOPE

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2% SLOPE

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"MIRAFI" 140 N DRAINAGE FABRIC (OR APPROVED EQUAL) TYP. ALL AROUND

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FURNISH AND INSTALL ASTM F 2075 ENGINEERED WOOD FIBER SAFETY FALL MATERIAL

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12" THICK

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File details come from the government source that posted it. Updated Sep 29, 2026.