11-11- Plans- PAR132405 Hunter Park Trail Connection.pdf

PDF 22 MB Posted Jul 1, 2026

Attached to: SLCo PAR132405 Hunter Park Trail Connection - CONST
Solicitation number: SLCo PAR132405 Hunter Park Trail Connection - CONST
Issued by: Utah

About this file

Written by GovTribe AI · Jul 3, 2026

This is a set of construction documents and bid set drawings for Salt Lake County Parks and Recreation Division's Hunter Park Trail Connection project located at 3500 S, 5905 W in West Valley City, Utah. The project encompasses construction of a new concrete trail system including site preparation, grading, demolition, and installation of associated hardscape elements within Hunter Park. The work includes a Base Bid and three optional Bid Alternates: Bid Alternate #1 involves construction of a concrete walkway with site clearing and irrigation adjustments; Bid Alternate #2 adds planting within the defined boundary; and Bid Alternate #3 includes construction of concrete walkway, associated stairs, ADA-compliant ramp, and all planting. All disturbed areas, including surfaces, finishes, and adjacent landscaping, must be patched and restored to match existing conditions. The construction documents were prepared by G Brown Design Inc., a licensed landscape architecture firm, and are dated April 3, 2026. The drawings include demolition plans, grading plans, layout and material plans, planting plans, and irrigation plans across multiple sheets with detailed specifications for concrete sidewalks, curb and gutter installation, tree protection, erosion control measures, and ADA-compliant accessible routes.

The project requires the contractor to provide all materials, labor, tools, and equipment necessary for installation and to comply with state water quality permits and erosion control requirements. The contractor is responsible for verifying field conditions, marking utility locations through Blue Stakes of Utah, hand-excavating near utilities, and protecting existing trees within 20 feet of the improvement area. All site clearing, grubbing, removal, and legal disposal of debris are included in the contractor's original bid with no additional charges considered after award. Concrete specifications call for six-inch thick construction with medium broom finish in standard gray, while asphalt paving shall be three inches thick. The contractor must obtain necessary permits from city departments and utility companies, with the County coordinating payment of associated permit fees. Special inspections and testing must be provided per specifications, and all jointing layouts for concrete work require submission and approval by the landscape architect prior to placement.

View the file

Other files

File	Type	Posted
1--1- Instructions to Bidders- PAR132405 Hunter Park Trail Connection.pdf	PDF	Jul 1, 2026
10-10- Specifications- PAR132405 Hunter Park Trail Connection.pdf	PDF	Jul 1, 2026
5--5- Unit Price Schedule- PAR132405 Hunter Park Trail Connection.docx	DOCX document	Jul 1, 2026
4--6- 1.4 Section 3 Construction Agreement Version 31March2023.pdf	PDF	Jul 1, 2026
2--3- 1.4 Section 2 Document 3.0 Schedule of Values.xlsx	XLSX spreadsheet	Jul 1, 2026
6--2- 1.4 Section 2 Document 1.0 Offer and Cover Summary.docx	DOCX document	Jul 1, 2026
3--7- 1.4 Section 4 General Terms Version 31March2023.pdf	PDF	Jul 1, 2026
8--8- Exhibit A- Contractor Responsibility Questionnaire- PAR132405.pdf	PDF	Jul 1, 2026
9--4- 1.4 Section 2 Document 5.0 Sub-Contractors Modified-.docx	DOCX document	Jul 1, 2026
7--9- Exhibit B- Construction Project Reference Form- FAC132405.pdf	PDF	Jul 1, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

HUNTER PARK

3100 S

BROOK HOLLOW DR

M O

U N

W C

O R

3500 S

M O

U N

W C

O R

WHITTIER

ELEMENTARY

SCHOOL

3500 S

BROOK HOLLOW DR

HUNTER PARK

COUNTRY APPLE CT

M O

U N

W C

O R

PROJECT AREA

2001 South State Street, Suite S4-700 Salt Lake City, Utah 84114

(385) 468-1800

SHEET INDEXDESIGN TEAM

Cover Sheet --- Bid Alternate Summary G-001 Accessible Routes Plan G-002 Existing Survey EX-001 Overall Demolition Plan LD-001 Demolition Plan LD-101 Demolition Plan LD-102 Demolition Plan LD-103 Demolition Plan LD-104 Demolition Details LD-501 Overall Grading Plan LG-001 Grading Plan LG-101 Grading Plan LG-102 Grading Plan LG-103 Grading Plan LG-104 Overall Layout & Materials Plan LM-001 Layout & Materials Plan LM-101 Layout & Materials Plan LM-102 Layout & Materials Plan LM-103 Layout & Materials Plan LM-104 Layout & Materials Details LM-501 Overall Planting Plan LP-001 Planting Plan LP-101 Planting Plan LP-102 Planting Plan LP-103 Planting Plan LP-104 Planting Details LP-501 Overall Irrigation Plan LI-001 Irrigation Plan LI-101 Irrigation Plan LI-102 Irrigation Plan LI-103 Irrigation Plan LI-104 Irrigation Details LI-501

Project Area 3500 S 5905 W West Valley City, UT

Vicinity Map

NORTH

HUNTER PARK TRAIL PACKAGE

APRIL 3, 2026 Prepared for:CONSTRUCTION DOCUMENTS - BID SET

Owner Salt Lake County Parks and Recreation Division 2001 South State Street, Suite S4-700 Salt Lake City, UT 84096 P: (385) 468-1816 Contact: Heidi Shegrud

SHEET INDEX

Landscape Architect G Brown Design Inc.

678 Vine Street, Suite 10 Murray, UT 84107 P: (801) 575-6066 Contact: Joseph Wing

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

PRIL

4325.460

TLP

4322.173

SDMH

WHITTIER ELEMENTARY SCHOOL

PLAYGROUND

SPORTS

FIELDS

M O

IEW

RRID

R TRA

ILG

N E

T BID ALT #2BID ALT #1

BID ALT #3

BASE BID

BASE BID AND BID ALTERNATE SUMMARY - HUNTER PARK TRAIL PACKAGE

THE PROVIDED DRAWINGS CONVEY THE INFORMATION FOR THE COMPLETE

PROJECT, INCLUDING BOTH THE BASE BID AND BID ALTERNATE(S). THE

CONTRACTOR MUST PROVIDE ALL MATERIALS, LABOR, TOOLS, AND

EQUIPMENT NECESSARY TO INSTALL ITEMS WITHIN THE BASE BID AND BID

ALTERNATE #1, #2, AND #3 BOUNDARY AS DEPICTED IN THE DRAWINGS.

THE BASE BASE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:

- CONSTRUCTION OF THE HARDSCAPE ELEMENTS SHOWN IN THE BASE

BID.

- ALL ASSOCIATED SITE CLEARING, GRUBBING, AND GRADING.

- ADJUSTMENT OF ANY IRRIGATION IMPACTED BY THIS WORK.

- PATCH, REPAIR, AND RESTORE ALL AREAS AFFECTED BY THE WORK,

INCLUDING SURFACES, FINISHES, AND ADJACENT DISTURBED AREAS,

TO MATCH EXISTING CONDITIONS.

BID ALTERNATE #1 INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:

- CONSTRUCTION OF THE CONCRETE WALKWAY WITHIN THE

BOUNDARY SHOWN.

- ALL ASSOCIATED SITE CLEARING, GRUBBING, AND GRADING.

- ADJUSTMENTS OF ANY IRRIGATION IMPACTED BY THIS WORK.

- PATCH, REPAIR, AND RESTORE ALL AREAS AFFECTED BY THE WORK,

INCLUDING SURFACES, FINISHES, AND ADJACENT DISTURBED AREAS,

TO MATCH EXISTING CONDITIONS.

BID ALTERNATE #2 INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:

- CONSTRUCTION OF CONCRETE WALKWAY AND ALL PLANTING WITHIN

THE BOUNDARY SHOWN.

- ALL ASSOCIATED SITE CLEARING, GRUBBING, AND GRADING.

- ADJUSTMENTS OF ANY IRRIGATION IMPACTED BY THIS WORK.

- PATCH, REPAIR, AND RESTORE ALL AREAS AFFECTED BY THE WORK,

INCLUDING SURFACES, FINISHES, AND ADJACENT DISTURBED AREAS,

TO MATCH EXISTING CONDITIONS.

BID ALTERNATE #3 INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:

- CONSTRUCTION OF THE CONCRETE WALKWAY, ASSOCIATED STAIRS,

AND ADA-COMPLIANT RAMP, AND ALL PLANTING WITHIN THE

BOUNDARY SHOWN.

- ALL ASSOCIATED SITE CLEARING, GRUBBING, AND GRADING.

- ADJUSTMENTS OF ANY IRRIGATION IMPACTED BY THIS WORK.

- PATCH, REPAIR, AND RESTORE ALL AREAS AFFECTED BY THE WORK,

INCLUDING SURFACES, FINISHES, AND ADJACENT DISTURBED AREAS,

TO MATCH EXISTING CONDITIONS.

THIS PLAN IS TO ILLUSTRATE THE DELINEATION OF BASE BID AND ALTERNATE

AREAS ONLY. SEE ALL OTHER DRAWINGS FOR DETAILED DESIGN INFORMATION.

BASE BID

BID ALTERNATE #1

BID ALTERNATE #2

LEGEND

BID ALTERNATE #3

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

_H un te r P ar k M ai nt en an ce P la n\

-0

C_ Hu nt er

P ar k Tr ai l P ac ka ge \C

\G en er al _H un te r P ar k Tr ai l P ac ka ge .d w g m re es

-1

, U T

Salt Lake County

2001 South State Street, Suite S4-700 Salt Lake City, Utah 84114 385-468-1800

04-03-2026

MGR

JKW

U25-003C

N D

T STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

PRIL

NORTH

SCALE: 1"= 50'

0 25 50 100

G-001

BID ALTERNATE

SUMMARY

FULL-SIZE (24"X36) @ 1"=50'

HALF-SIZE (12"X18") @ 1"=100'

THIS PAGE IS INTENDED

TO BE PRINTED IN COLOR

CONTRACTOR TO USE THE BID ALTERNATE SUMMARY

SHEET FOR THE CORRECT BID ALTERNATE BOUNDARY

LOCATION. ON ALL OTHER DRAWINGS, THE BOUNDARY IS

SHOWN JUST OUTSIDE THE INTENDED AREA OF WORK

FOR DRAWING CLARITY ONLY.

LEGEND

ACCESSIBLE ROUTE

ADA UNIVERSAL PARKING STALL

NOTE: SEE GRADING PLANS FOR SLOPES ALONG

ACCESSIBLE ROUTES

LIMIT OF WORK LINE

BID ALTERNATE BOUNDARY

4325.460

TLP

4322.173

SDMH

15144 4323.376

WVWHITTIER ELEMENTARY SCHOOL

M O

IEW

RRID

R TRA

PLAYGROUND

SPORTS

FIELDS

BID ALT #2

BID ALT #3

BID ALT #1

G A

N E

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

_H un te r P ar k M ai nt en an ce P la n\

-0

C_ Hu nt er

P ar k Tr ai l P ac ka ge \C

\G en er al _H un te r P ar k Tr ai l P ac ka ge .d w g m re es

-1

, U T

Salt Lake County

2001 South State Street, Suite S4-700 Salt Lake City, Utah 84114 385-468-1800

04-03-2026

MGR

JKW

U25-003C

N D

T STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

PRIL

NORTH

SCALE: 1"= 50'

0 25 50 100

G-002

ACCESSIBLE

ROUTES PLAN

FULL-SIZE (24"X36) @ 1"=50'

HALF-SIZE (12"X18") @ 1"=100'

X X X X X XX X X X X XX X X X X X

4322.173

SDMH

15144 4323.376

15181 4332.315

SDMH

X X X X X X G

WHITTIER ELEMENTARY SCHOOL

PLAYGROUND

SPORTS

FIELDS

M O

IEW

RRID

R TRA

ILG

N E

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

_H un te r P ar k M ai nt en an ce P la n\

-0

C_ Hu nt er

P ar k Tr ai l P ac ka ge \C

\G en er al _H un te r P ar k Tr ai l P ac ka ge .d w g m re es

-1

, U T

Salt Lake County

2001 South State Street, Suite S4-700 Salt Lake City, Utah 84114 385-468-1800

04-03-2026

MGR

JKW

U25-003C

N D

T STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

PRIL

NORTH

SCALE: 1"= 50'

0 50 100 200

EX-001

EXISTING SURVEY

FULL-SIZE (24"X36) @ 1"=50'

HALF-SIZE (12"X18") @ 1"=100'

EXISTING SURVEY INFORMATION WAS

PROVIDED BY SALT LAKE COUNTY.

CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS AND REPORT DISCREPANCIES

PRIOR TO CONSTRUCTION

AutoCAD SHX Text G

TLP

4322.173

SDMH

15144 4323.376

WVWHITTIER ELEMENTARY SCHOOL

M O

IEW

RRID

R TRA

PLAYGROUND

SPORTS

FIELDS

BID ALT #2

BID ALT #3

BID ALT #1

G A

N E

SHEET

LD-101

SHEET

LD-102

SHEET

LD-103

SHEET

LD-104

GENERAL SITE PREP & DEMOLITION NOTES

1. LANDSCAPE ARCHITECT SHALL BE CONSULTED BEFORE ANY WORK SHALL COMMENCE.

2. THE BASE INFORMATION FOR THIS DRAWING WAS OBTAINED BY OTHERS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE DRAWING WITH ACTUAL FIELD CONDITIONS PRIOR TO BEGINNING ANY WORK AND IMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. IN THE EVENT THAT THE CONTRACTOR BEGINS WORK PRIOR TO VERIFYING AND COMPARING THE BASE INFORMATION WITH ACTUAL FIELD CONDITIONS, WITH THE EXCEPTION OF UNFORESEEN CONDITIONS, THEN ANY CHANGES OR ALTERATIONS TO THE WORK INVOLVED WITH THESE DRAWINGS DUE TO SUCH DISCREPANCIES WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.

3. CONTRACTOR SHALL SECURE ALL PERMITS REQUIRED FOR THE WORK FROM ANY CITY DEPARTMENTS, UTILITY COMPANIES OR OTHER JURISDICTIONS AFFECTED BY WORK. CONTRACTOR TO COORDINATE AS REQUIRED FOR COUNTY TO PAY ANY ASSOCIATED PERMIT FEES. CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF ANY PERMITS OBTAINED BY OWNER (OBTAIN COPIES FROM OWNER PRIOR TO BEGINNING WORK).

4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND MARKING THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF WORK PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE OWNER, BLUE STAKES OF UTAH AT 811 OR 1-800-662-4111, AND ALL OTHER ENTITIES AS NECESSARY. IN THE EVENT THE CONTRACTOR BEGINS CONSTRUCTION WORK PRIOR TO VERIFYING AND STAKING ALL UTILITIES, AND DAMAGE TO UTILITIES OCCURS, THE DAMAGED

UTILITIES WILL BE REPAIRED AND /OR REPLACED AT NO ADDITIONAL COST TO THE OWNER.

5. EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO OWNER.

6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OUTSIDE THE LIMIT OF WORK DUE TO HIS CONTRACT OPERATIONS AND SHALL REPAIR DAMAGED

AREAS TO PRE-CONSTRUCTION CONDITIONS AT NO EXPENSE TO THE OWNER.

7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND LEGALLY DISPOSING OF ALL ITEMS TO BE CLEARED, GRUBBED, REMOVED, AND /OR DEMOLISHED, INCLUDING REFUSE, DEBRIS, UNSUITABLE MATERIALS, AND MISCELLANEOUS ITEMS UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VIDEO OR PHOTOGRAPH THE SITE PRIOR TO CONSTRUCTION TO VERIFY EXISTING CONDITIONS AND RESPONSIBILITY OF ILLICIT FILL.

8. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE, AND

LEGALLY DISPOSED OF OFF-SITE BY CONTRACTOR.

9. ALL EXISTING TREES AND VEGETATION TO REMAIN SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION, AS SPECIFIED AND DIRECTED BY THE LANDSCAPE ARCHITECT. TREE PROTECTION NOT SHOWN ON PLANS. CONTRACTOR TO PROTECT EXISTING TREES WITHIN 20' OF IMPROVEMENT AREA. SEE

TREE PROTECTION DETAIL AND SPECIFICATIONS.

10. ANY TREE AND SHRUB REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OF ENTIRE ROOT BALLS AND LEGAL OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED BY THE REMOVAL OPERATIONS.

11. WE DO NOT BELIEVE THERE IS USEABLE QUALITY TOPSOIL ON SITE. STRIPPING IS ONLY REQUIRED AS NEEDED FOR APPROPRIATE PREPARATION OF SUBGRADES AND BASE FOR PAVING, WALKWAYS, STRUCTURES, ETC. THAT WOULD REQUIRE REMOVAL OF TOPSOIL/ORGANICS.

12. ALL RELATED COSTS FOR TRANSPORT, HAULING, AND LEGAL DISPOSAL SHALL BE INCLUDED IN THE CONTRACTOR'S ORIGINAL BID. ADDITIONAL CHARGES

FOR THESE ITEMS WILL NOT BE CONSIDERED AFTER BID AWARD.

13. CONTRACTOR SHALL ENSURE ALL EXISTING PLANT MATERIAL TO REMAIN IS PROPERLY WATERED THROUGHOUT CONSTRUCTION.

14. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM. REFER TO IRRIGATION DRAWINGS FOR RELOCATION AND ADJUSTMENTS.

15. REFER TO LEGENDS, NOTES AND SPECIFICATIONS FOR FURTHER INFORMATION.

DEMOLITION IDENTIFICATION

DEMOLITION LEGEND

LIMIT OF WORK LINE

APPROXIMATE LOCATION OF

CONSTRUCTION FENCE -

CONTRACTOR IS RESPONSIBLE FOR

SECURING THE PROPOSED SITE

STAGING AREA

EXISTING TREES OR STUMPS TO BE

REMOVED

CLEAR AND GRUB

EXISTING TREES TO REMAIN

CONCRETE PAVING TO BE

REMOVED

ASPHALT PAVING TO BE REMOVED

BID ALTERNATE BOUNDARY

DEMOLITION ITEMS

CODE DESCRIPTION

DEMO-REMOVE AND DISPOSE

CLEAR & GRUB

REMOVE & DISPOSE EXISTING CONCRETE

REMOVE & DISPOSE EXISTING PICNIC TABLE AND GRILL STAND

MOW CURB TO BE SAW CUT AND REMOVED AT NEAREST SCORE

LINE

SAW CUT EXISTING ASPHALT A MINIMUM OF 3' OFFSET FROM EDGE

OF EXISTING CONCRETE GUTTER PRIOR TO REMOVAL. REMOVE

ASPHALT AS REQUIRED TO PROVIDE A CLEAN STRIGHT EDGE FOR

NEW GUTTER INSTALLATION

CONCRETE TO BE SAW CUT AND REMOVED AT NEAREST SCORE

LINE

CURB AND GUTTER TO BE SAW CUT AND REMOVED

PRESERVE AND PROTECT

PRESERVE & PROTECT EXISTING CONCRETE

PRESERVE & PROTECT EXISTING ASPHALT TRAIL

PRESERVE & PROTECT EXISTING CURB AND GUTTER

PRESERVE & PROTECT EXISTING LANDSCAPE

PRESERVE & PROTECT EXISTING CONCRETE WATERWAY

PRESERVE & PROTECT EXISTING ASPHALT

PRESERVE & PROTECT EXISTING TENNIS COURT AND FENCING

PRESERVE & PROTECT CONCRETE MOW CURB

INLET PROTECTION

DEMO-MISC

EXISTING IRRIGATION VALVE BOXES - SEE IRRIGATION PLANS

SITE PREP LEGEND

STAGING AREA

CONCRETE WASHOUT

A-01

A-02

A-03

A-04

A-05

A-06

A-07

B-01

B-02

B-03

B-04

B-05

B-06

B-07

B-08

B-09

C-01

E-01

E-02

EROSION CONTROL NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN STATE WATER QUALITY PERMITS AS REQUIRED PRIOR TO CONTRACTOR BEGINNING WORK INCLUDING BUT NOT LIMITED TO NOTICE OF INTENT (N.O.I.) AND STORM WATER POLLUTION PREVENTION PLAN (SWPPP). CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES TO MEET STATE WATER QUALITY REQUIREMENTS. CONTRACTOR SHALL

COORDINATE AS REQUIRED FOR COUNTY TO PAY ANY ASSOCIATED PERMIT FEES .

2. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY

GOVERNING AUTHORITIES.

3. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED STORM WATER POLLUTION PREVENTION

PLAN (SWPPP) DURING CONSTRUCTION OPERATIONS.

4. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES

HAVE BEEN INSTALLED.

5. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF A RAINFALL EXCEEDING 0.5 INCHES DURING A 24-HOUR PERIOD OR MORE FREQUENTLY IF REQUIRED BY GOVERNING NPDES GENERAL PERMIT. ALL MAINTENANCE REQUIRED BY INSPECTION SHALL

COMMENCE WITHIN 24 HOURS AND BE COMPLETED WITHIN 48 HOURS OF REPORT.

6. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY

PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE.

7. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.

8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE

INSPECTION.

9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS

SHALL BE COVERED WITH FILTER FABRIC.

10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT

SOIL STABILIZATION.

11. SEDIMENT SHALL BE REMOVED FROM ANY SEDIMENT BASINS BEFORE IT IS 25% FULL AND FROM SILT FENCE BEFORE IT

IS 33% FULL.

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

_H un te r P ar k M ai nt en an ce P la n\

-0

C_ Hu nt er

P ar k Tr ai l P ac ka ge \C

\D em o_

Hu nt er P ar k

Tr ai l P ac ka ge

.d w g m re es

-1

, U T

Salt Lake County

2001 South State Street, Suite S4-700 Salt Lake City, Utah 84114 385-468-1800

04-03-2026

MGR

JKW

U25-003C

N D

T STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

PRIL

NORTH

SCALE: 1"= 50'

0 25 50 100

LD-001

DEMOLITION PLAN

SEE BID ALTERNATE SUMMARY

ON SHEET G-001 FULL-SIZE (24"X36) @ 1"=50'

PLAYGROUND

BID ALT #1

-1

B-01

A-01

A-02

B-04

A-06B-01

B-03

A-07

B-05

A-06

B-01

A-06

A-01

A-05 B-06

B-07

E-01

E-02

CONTRACTOR SHALL STAKE

PATHWAY FOR APPROVAL FROM

LANDSCAPE ARCHITECT BEFORE

BEGINNING CONSTRUCTION

C-01 DEMOLITION IDENTIFICATION

DEMOLITION LEGEND

LIMIT OF WORK LINE

APPROXIMATE LOCATION OF

CONSTRUCTION FENCE -

CONTRACTOR IS RESPONSIBLE FOR

SECURING THE PROPOSED SITE

STAGING AREA

EXISTING TREES OR STUMPS TO BE

REMOVED

CLEAR AND GRUB

EXISTING TREES TO REMAIN

CONCRETE PAVING TO BE

REMOVED

ASPHALT PAVING TO BE REMOVED

BID ALTERNATE BOUNDARY

DEMOLITION ITEMS

CODE DESCRIPTION

DEMO-REMOVE AND DISPOSE

CLEAR & GRUB

REMOVE & DISPOSE EXISTING CONCRETE

REMOVE & DISPOSE EXISTING PICNIC TABLE AND GRILL STAND

MOW CURB TO BE SAW CUT AND REMOVED AT NEAREST SCORE

LINE

SAW CUT EXISTING ASPHALT A MINIMUM OF 3' OFFSET FROM EDGE

OF EXISTING CONCRETE GUTTER PRIOR TO REMOVAL. REMOVE

ASPHALT AS REQUIRED TO PROVIDE A CLEAN STRIGHT EDGE FOR

NEW GUTTER INSTALLATION

CONCRETE TO BE SAW CUT AND REMOVED AT NEAREST SCORE

LINE

CURB AND GUTTER TO BE SAW CUT AND REMOVED

PRESERVE AND PROTECT

PRESERVE & PROTECT EXISTING CONCRETE

PRESERVE & PROTECT EXISTING ASPHALT TRAIL

PRESERVE & PROTECT EXISTING CURB AND GUTTER

PRESERVE & PROTECT EXISTING LANDSCAPE

PRESERVE & PROTECT EXISTING CONCRETE WATERWAY

PRESERVE & PROTECT EXISTING ASPHALT

PRESERVE & PROTECT EXISTING TENNIS COURT AND FENCING

PRESERVE & PROTECT CONCRETE MOW CURB

INLET PROTECTION

DEMO-MISC

EXISTING IRRIGATION VALVE BOXES - SEE IRRIGATION PLANS

SITE PREP LEGEND

STAGING AREA

CONCRETE WASHOUT

A-01

A-02

A-03

A-04

A-05

A-06

A-07

B-01

B-02

B-03

B-04

B-05

B-06

B-07

B-08

B-09

C-01

E-01

E-02

EROSION CONTROL NOTES

COORDINATE AS REQUIRED FOR COUNTY TO PAY ANY ASSOCIATED PERMIT FEES .

2. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES.

3. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) DURING CONSTRUCTION

OPERATIONS.

4. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED.

6. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL

SEDIMENT FROM LEAVING THE SITE.

7. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.

8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION.

9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER

FABRIC.

10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION.

11. SEDIMENT SHALL BE REMOVED FROM ANY SEDIMENT BASINS BEFORE IT IS 25% FULL AND FROM SILT FENCE BEFORE IT IS 33% FULL.

GENERAL SITE PREP & DEMOLITION NOTES

1. LANDSCAPE ARCHITECT SHALL BE CONSULTED BEFORE ANY WORK SHALL COMMENCE.

UTILITIES WILL BE REPAIRED AND /OR REPLACED AT NO ADDITIONAL COST TO THE OWNER.

6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OUTSIDE THE LIMIT OF WORK DUE TO HIS CONTRACT OPERATIONS AND SHALL REPAIR DAMAGED

AREAS TO PRE-CONSTRUCTION CONDITIONS AT NO EXPENSE TO THE OWNER.

8. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE, AND

LEGALLY DISPOSED OF OFF-SITE BY CONTRACTOR.

TREE PROTECTION DETAIL AND SPECIFICATIONS.

12. ALL RELATED COSTS FOR TRANSPORT, HAULING, AND LEGAL DISPOSAL SHALL BE INCLUDED IN THE CONTRACTOR'S ORIGINAL BID. ADDITIONAL CHARGES

FOR THESE ITEMS WILL NOT BE CONSIDERED AFTER BID AWARD.

13. CONTRACTOR SHALL ENSURE ALL EXISTING PLANT MATERIAL TO REMAIN IS PROPERLY WATERED THROUGHOUT CONSTRUCTION.

14. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM. REFER TO IRRIGATION DRAWINGS FOR RELOCATION AND ADJUSTMENTS.

15. REFER TO LEGENDS, NOTES AND SPECIFICATIONS FOR FURTHER INFORMATION.

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

_H un te r P ar k M ai nt en an ce P la n\

-0

C_ Hu nt er

P ar k Tr ai l P ac ka ge \C

\D em o_

Hu nt er P ar k

Tr ai l P ac ka ge

.d w g m re es

-1

, U T

Salt Lake County

2001 South State Street, Suite S4-700 Salt Lake City, Utah 84114 385-468-1800

04-03-2026

MGR

JKW

U25-003C

N D

T STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

PRIL

NORTH

SCALE: 1"= 20'

0 10 20 40

LD-101

DEMOLITION PLAN

SEE BID ALTERNATE SUMMARY

ON SHEET G-001 FULL-SIZE (24"X36) @ 1"=20'

HALF-SIZE (12"X18") @ 1"=40'

BID ALT #2

-1

A-03

A-01

A-02

B-01

A-03

A-02

C-01

CONTRACTOR SHALL STAKE

PATHWAY FOR APPROVAL FROM

LANDSCAPE ARCHITECT BEFORE

BEGINNING CONSTRUCTION

B-09

DEMOLITION IDENTIFICATION

DEMOLITION LEGEND

LIMIT OF WORK LINE

APPROXIMATE LOCATION OF

CONSTRUCTION FENCE -

CONTRACTOR IS RESPONSIBLE FOR

SECURING THE PROPOSED SITE

STAGING AREA

EXISTING TREES OR STUMPS TO BE

REMOVED

CLEAR AND GRUB

EXISTING TREES TO REMAIN

CONCRETE PAVING TO BE

REMOVED

ASPHALT PAVING TO BE REMOVED

BID ALTERNATE BOUNDARY

DEMOLITION ITEMS

CODE DESCRIPTION

DEMO-REMOVE AND DISPOSE

CLEAR & GRUB

REMOVE & DISPOSE EXISTING CONCRETE

REMOVE & DISPOSE EXISTING PICNIC TABLE AND GRILL STAND

MOW CURB TO BE SAW CUT AND REMOVED AT NEAREST SCORE

LINE

SAW CUT EXISTING ASPHALT A MINIMUM OF 3' OFFSET FROM EDGE

OF EXISTING CONCRETE GUTTER PRIOR TO REMOVAL. REMOVE

ASPHALT AS REQUIRED TO PROVIDE A CLEAN STRIGHT EDGE FOR

NEW GUTTER INSTALLATION

CONCRETE TO BE SAW CUT AND REMOVED AT NEAREST SCORE

LINE

CURB AND GUTTER TO BE SAW CUT AND REMOVED

A-01

A-02

A-03

A-04

A-05

A-06

A-07

EROSION CONTROL NOTES

COORDINATE AS REQUIRED FOR COUNTY TO PAY ANY ASSOCIATED PERMIT FEES .

2. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES.

3. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) DURING CONSTRUCTION

OPERATIONS.

4. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED.

6. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL

SEDIMENT FROM LEAVING THE SITE.

7. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.

8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION.

9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER

FABRIC.

10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION.

11. SEDIMENT SHALL BE REMOVED FROM ANY SEDIMENT BASINS BEFORE IT IS 25% FULL AND FROM SILT FENCE BEFORE IT IS 33% FULL.

GENERAL SITE PREP & DEMOLITION NOTES

1. LANDSCAPE ARCHITECT SHALL BE CONSULTED BEFORE ANY WORK SHALL COMMENCE.

UTILITIES WILL BE REPAIRED AND /OR REPLACED AT NO ADDITIONAL COST TO THE OWNER.

6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OUTSIDE THE LIMIT OF WORK DUE TO HIS CONTRACT OPERATIONS AND SHALL REPAIR DAMAGED

AREAS TO PRE-CONSTRUCTION CONDITIONS AT NO EXPENSE TO THE OWNER.

8. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE, AND

LEGALLY DISPOSED OF OFF-SITE BY CONTRACTOR.

TREE PROTECTION DETAIL AND SPECIFICATIONS.

12. ALL RELATED COSTS FOR TRANSPORT, HAULING, AND LEGAL DISPOSAL SHALL BE INCLUDED IN THE CONTRACTOR'S ORIGINAL BID. ADDITIONAL CHARGES

FOR THESE ITEMS WILL NOT BE CONSIDERED AFTER BID AWARD.

13. CONTRACTOR SHALL ENSURE ALL EXISTING PLANT MATERIAL TO REMAIN IS PROPERLY WATERED THROUGHOUT CONSTRUCTION.

14. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM. REFER TO IRRIGATION DRAWINGS FOR RELOCATION AND ADJUSTMENTS.

15. REFER TO LEGENDS, NOTES AND SPECIFICATIONS FOR FURTHER INFORMATION.

PRESERVE AND PROTECT

PRESERVE & PROTECT EXISTING CONCRETE

PRESERVE & PROTECT EXISTING ASPHALT TRAIL

PRESERVE & PROTECT EXISTING CURB AND GUTTER

PRESERVE & PROTECT EXISTING LANDSCAPE

PRESERVE & PROTECT EXISTING CONCRETE WATERWAY

PRESERVE & PROTECT EXISTING ASPHALT

PRESERVE & PROTECT EXISTING TENNIS COURT AND FENCING

PRESERVE & PROTECT CONCRETE MOW CURB

INLET PROTECTION

DEMO-MISC

EXISTING IRRIGATION VALVE BOXES - SEE IRRIGATION PLANS

SITE PREP LEGEND

STAGING AREA

CONCRETE WASHOUT

B-01

B-02

B-03

B-04

B-05

B-06

B-07

B-08

B-09

C-01

E-01

E-02

CODE DESCRIPTION

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

_H un te r P ar k M ai nt en an ce P la n\

-0

C_ Hu nt er

P ar k Tr ai l P ac ka ge \C

\D em o_

Hu nt er P ar k

Tr ai l P ac ka ge

.d w g m re es

-1

, U T

Salt Lake County

2001 South State Street, Suite S4-700 Salt Lake City, Utah 84114 385-468-1800

04-03-2026

MGR

JKW

U25-003C

N D

T STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

PRIL

NORTH

SCALE: 1"= 20'

0 10 20 40

LD-102

DEMOLITION PLAN

SEE BID ALTERNATE SUMMARY

SPORTS FIELDS

BID ALT #3

-1

A-01

B-01

C-01

CONTRACTOR SHALL STAKE

PATHWAY FOR APPROVAL FROM

LANDSCAPE ARCHITECT BEFORE

BEGINNING CONSTRUCTION

C-01

DEMOLITION IDENTIFICATION

DEMOLITION LEGEND

LIMIT OF WORK LINE

APPROXIMATE LOCATION OF

CONSTRUCTION FENCE -

CONTRACTOR IS RESPONSIBLE FOR

SECURING THE PROPOSED SITE

STAGING AREA

EXISTING TREES OR STUMPS TO BE

REMOVED

CLEAR AND GRUB

EXISTING TREES TO REMAIN

CONCRETE PAVING TO BE

REMOVED

ASPHALT PAVING TO BE REMOVED

BID ALTERNATE BOUNDARY

EROSION CONTROL NOTES

COORDINATE AS REQUIRED FOR COUNTY TO PAY ANY ASSOCIATED PERMIT FEES .

2. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES.

3. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) DURING CONSTRUCTION

OPERATIONS.

4. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED.

6. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL

SEDIMENT FROM LEAVING THE SITE.

7. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.

8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION.

9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER

FABRIC.

10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION.

11. SEDIMENT SHALL BE REMOVED FROM ANY SEDIMENT BASINS BEFORE IT IS 25% FULL AND FROM SILT FENCE BEFORE IT IS 33% FULL.

GENERAL SITE PREP & DEMOLITION NOTES

1. LANDSCAPE ARCHITECT SHALL BE CONSULTED BEFORE ANY WORK SHALL COMMENCE.

UTILITIES WILL BE REPAIRED AND /OR REPLACED AT NO ADDITIONAL COST TO THE OWNER.

6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OUTSIDE THE LIMIT OF WORK DUE TO HIS CONTRACT OPERATIONS AND SHALL REPAIR DAMAGED

AREAS TO PRE-CONSTRUCTION CONDITIONS AT NO EXPENSE TO THE OWNER.

8. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE, AND

LEGALLY DISPOSED OF OFF-SITE BY CONTRACTOR.

TREE PROTECTION DETAIL AND SPECIFICATIONS.

12. ALL RELATED COSTS FOR TRANSPORT, HAULING, AND LEGAL DISPOSAL SHALL BE INCLUDED IN THE CONTRACTOR'S ORIGINAL BID. ADDITIONAL CHARGES

FOR THESE ITEMS WILL NOT BE CONSIDERED AFTER BID AWARD.

13. CONTRACTOR SHALL ENSURE ALL EXISTING PLANT MATERIAL TO REMAIN IS PROPERLY WATERED THROUGHOUT CONSTRUCTION.

14. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM. REFER TO IRRIGATION DRAWINGS FOR RELOCATION AND ADJUSTMENTS.

15. REFER TO LEGENDS, NOTES AND SPECIFICATIONS FOR FURTHER INFORMATION.

DEMOLITION ITEMS

CODE DESCRIPTION

DEMO-REMOVE AND DISPOSE

CLEAR & GRUB

REMOVE & DISPOSE EXISTING CONCRETE

REMOVE & DISPOSE EXISTING PICNIC TABLE AND GRILL STAND

MOW CURB TO BE SAW CUT AND REMOVED AT NEAREST SCORE

LINE

SAW CUT EXISTING ASPHALT A MINIMUM OF 3' OFFSET FROM EDGE

OF EXISTING CONCRETE GUTTER PRIOR TO REMOVAL. REMOVE

ASPHALT AS REQUIRED TO PROVIDE A CLEAN STRIGHT EDGE FOR

NEW GUTTER INSTALLATION

CONCRETE TO BE SAW CUT AND REMOVED AT NEAREST SCORE

LINE

CURB AND GUTTER TO BE SAW CUT AND REMOVED

A-01

A-02

A-03

A-04

A-05

A-06

A-07

PRESERVE AND PROTECT

PRESERVE & PROTECT EXISTING CONCRETE

PRESERVE & PROTECT EXISTING ASPHALT TRAIL

PRESERVE & PROTECT EXISTING CURB AND GUTTER

PRESERVE & PROTECT EXISTING LANDSCAPE

PRESERVE & PROTECT EXISTING CONCRETE WATERWAY

PRESERVE & PROTECT EXISTING ASPHALT

PRESERVE & PROTECT EXISTING TENNIS COURT AND FENCING

PRESERVE & PROTECT CONCRETE MOW CURB

INLET PROTECTION

DEMO-MISC

EXISTING IRRIGATION VALVE BOXES - SEE IRRIGATION PLANS

SITE PREP LEGEND

STAGING AREA

CONCRETE WASHOUT

B-01

B-02

B-03

B-04

B-05

B-06

B-07

B-08

B-09

C-01

E-01

E-02

CODE DESCRIPTION

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

_H un te r P ar k M ai nt en an ce P la n\

-0

C_ Hu nt er

P ar k Tr ai l P ac ka ge \C

\D em o_

Hu nt er P ar k

Tr ai l P ac ka ge

.d w g m re es

-1

, U T

Salt Lake County

2001 South State Street, Suite S4-700 Salt Lake City, Utah 84114 385-468-1800

04-03-2026

MGR

JKW

U25-003C

N D

T STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

PRIL

NORTH

SCALE: 1"= 20'

0 10 20 40

LD-103

DEMOLITION PLAN

SEE BID ALTERNATE SUMMARY

N E

M O

IEW

RRID

R TRA

-1

B-02

A-01

CONTRACTOR TO REMOVE AND

PRESERVE SIGN AND RELOCATE

OUTSIDE OF TRAIL PATH. SEE

LAYOUT AND MATERIALS PLANS

FOR EXACT LOCATION

A-04

C-01 C-01

B-08

CONTRACTOR SHALL STAKE

PATHWAY FOR APPROVAL FROM

LANDSCAPE ARCHITECT BEFORE

BEGINNING CONSTRUCTION

B-08

DEMOLITION IDENTIFICATION

DEMOLITION LEGEND

LIMIT OF WORK LINE

APPROXIMATE LOCATION OF

CONSTRUCTION FENCE -

CONTRACTOR IS RESPONSIBLE FOR

SECURING THE PROPOSED SITE

STAGING AREA

EXISTING TREES OR STUMPS TO BE

REMOVED

CLEAR AND GRUB

EXISTING TREES TO REMAIN

CONCRETE PAVING TO BE

REMOVED

ASPHALT PAVING TO BE REMOVED

BID ALTERNATE BOUNDARY

DEMOLITION ITEMS

CODE DESCRIPTION

DEMO-REMOVE AND DISPOSE

CLEAR & GRUB

REMOVE & DISPOSE EXISTING CONCRETE

REMOVE & DISPOSE EXISTING PICNIC TABLE AND GRILL STAND

MOW CURB TO BE SAW CUT AND REMOVED AT NEAREST SCORE

LINE

SAW CUT EXISTING ASPHALT A MINIMUM OF 3' OFFSET FROM EDGE

OF EXISTING CONCRETE GUTTER PRIOR TO REMOVAL. REMOVE

ASPHALT AS REQUIRED TO PROVIDE A CLEAN STRIGHT EDGE FOR

NEW GUTTER INSTALLATION

CONCRETE TO BE SAW CUT AND REMOVED AT NEAREST SCORE

LINE

CURB AND GUTTER TO BE SAW CUT AND REMOVED

PRESERVE AND PROTECT

PRESERVE & PROTECT EXISTING CONCRETE

PRESERVE & PROTECT EXISTING ASPHALT TRAIL

PRESERVE & PROTECT EXISTING CURB AND GUTTER

PRESERVE & PROTECT EXISTING LANDSCAPE

PRESERVE & PROTECT EXISTING CONCRETE WATERWAY

PRESERVE & PROTECT EXISTING ASPHALT

PRESERVE & PROTECT EXISTING TENNIS COURT AND FENCING

PRESERVE & PROTECT CONCRETE MOW CURB

INLET PROTECTION

DEMO-MISC

EXISTING IRRIGATION VALVE BOXES - SEE IRRIGATION PLANS

SITE PREP LEGEND

STAGING AREA

CONCRETE WASHOUT

A-01

A-02

A-03

A-04

A-05

A-06

A-07

B-01

B-02

B-03

B-04

B-05

B-06

B-07

B-08

B-09

C-01

E-01

E-02

EROSION CONTROL NOTES

COORDINATE AS REQUIRED FOR COUNTY TO PAY ANY ASSOCIATED PERMIT FEES .

2. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES.

3. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) DURING CONSTRUCTION

OPERATIONS.

4. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED.

6. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL

SEDIMENT FROM LEAVING THE SITE.

7. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.

8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION.

9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER

FABRIC.

10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION.

11. SEDIMENT SHALL BE REMOVED FROM ANY SEDIMENT BASINS BEFORE IT IS 25% FULL AND FROM SILT FENCE BEFORE IT IS 33% FULL.

GENERAL SITE PREP & DEMOLITION NOTES

1. LANDSCAPE ARCHITECT SHALL BE CONSULTED BEFORE ANY WORK SHALL COMMENCE.

UTILITIES WILL BE REPAIRED AND /OR REPLACED AT NO ADDITIONAL COST TO THE OWNER.

6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OUTSIDE THE LIMIT OF WORK DUE TO HIS CONTRACT OPERATIONS AND SHALL REPAIR DAMAGED

AREAS TO PRE-CONSTRUCTION CONDITIONS AT NO EXPENSE TO THE OWNER.

8. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE, AND

LEGALLY DISPOSED OF OFF-SITE BY CONTRACTOR.

TREE PROTECTION DETAIL AND SPECIFICATIONS.

12. ALL RELATED COSTS FOR TRANSPORT, HAULING, AND LEGAL DISPOSAL SHALL BE INCLUDED IN THE CONTRACTOR'S ORIGINAL BID. ADDITIONAL CHARGES

FOR THESE ITEMS WILL NOT BE CONSIDERED AFTER BID AWARD.

13. CONTRACTOR SHALL ENSURE ALL EXISTING PLANT MATERIAL TO REMAIN IS PROPERLY WATERED THROUGHOUT CONSTRUCTION.

14. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM. REFER TO IRRIGATION DRAWINGS FOR RELOCATION AND ADJUSTMENTS.

15. REFER TO LEGENDS, NOTES AND SPECIFICATIONS FOR FURTHER INFORMATION.

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

_H un te r P ar k M ai nt en an ce P la n\

-0

C_ Hu nt er

P ar k Tr ai l P ac ka ge \C

\D em o_

Hu nt er P ar k

Tr ai l P ac ka ge

.d w g m re es

-1

, U T

Salt Lake County

2001 South State Street, Suite S4-700 Salt Lake City, Utah 84114 385-468-1800

04-03-2026

MGR

JKW

U25-003C

N D

T STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

PRIL

NORTH

SCALE: 1"= 20'

0 10 20 40

LD-104

DEMOLITION PLAN

FULL-SIZE (24"X36) @ 1"=20'

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

_H un te r P ar k M ai nt en an ce P la n\

-0

C_ Hu nt er

P ar k Tr ai l P ac ka ge \C

\D em o_

Hu nt er P ar k

Tr ai l P ac ka ge

.d w g m re es

-1

, U T

Salt Lake County

2001 South State Street, Suite S4-700 Salt Lake City, Utah 84114 385-468-1800

04-03-2026

MGR

JKW

U25-003C

N D

T STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

PRIL

LD-501

DEMOLITION DETAILS

CONCRETE WASTE MANAGEMENT

NTS

1 2

OPTION B

OPTION A

CONTAINMENT EARTH

BERM ALL AROUND

WASHDOWN AREA POND

STORAGE WITH

IMPERVIOUS LINER

NOTES:

1. ANY EXCESS WASH

DOWN / CLEAN OUT

WATER SHALL BE

PROPERLY DISPOSED OF.

1 ORANGE CONSTRUCTION

FENCE STAKED 5'-0" O.C. MAX.

W/METAL T-POSTS.

TREE PROTECTION FENCE

OUTSIDE OF DRIPLINE OF TREE

AND SHALL BE A MINIMUM OF

5' AWAY FROM TRUNK. SEE

SPECS.

METAL T-POST 5' O.C.

NOTES:

1. DO NOT STORE ANY

MACHINERY OR MATERIALS

WITHIN AREA OF THE FENCE.

2. FOR EXISTING TREES DURING

CONSTRUCTION.

3. HAND EXCAVATE W/IN THIS

ZONE. REMOVE ONLY UPON

APPROVAL OF LANDSCAPE

ARCHITECT.

DRIPLINE OF TREE CANOPY5

SECTION

5' MIN

5' M

TREE PROTECTION

NTS

VARIES VARIES

2 SAG INLET PROTECTION

NTS

FLO

FLOW

NOTES:

1. PLACE WATTLES OR GRAVEL BAGS TIGHT AGAINST CURB TO PREVENT

SEDIMENT-LADEN WATER FROM GETTING BETWEEN CURB AND WATTLE/BAG.

2. PLACE WATTLES OR GRAVEL BAGS SUCH THAT FLOW DOES NOT OVERTOP CURB

OR ROAD CENTERLINE.

3. INSPECT INLET PROTECTION AFTER EVERY LARGE STORM EVENT AND AT LEAST

BI-WEEKLY. OR PER SWPPP REQUIREMENTS, WHICHEVER IS MORE STRINGENT, TO

ENSURE THAT SEDIMENT CONTROL IS MEETING ITS DESIGN INTENT. MAINTAIN

AND/OR REPLACE AS NEEDED.

4. REMOVE SEDIMENT ACCUMULATED WHEN IT REACHES 50% OF GRAVEL BAG OR

WATTLE HEIGHT.

5. CONTRACTOR MAY SUBMIT AN ALTERNATIVE METHOD OF INLET PROTECTION.

THE ALTERNATIVE METHOD SHALL BE APPROVED BY THE CITY INSPECTOR AND THE

ENGINEER OF RECORD.

6. BEFORE PLACEMENT OF CURB, STABILIZATION OF LAND BEHIND CURB, AND/OR

PAVING, MAINTAIN TOP OF INLET AT 6" ABOVE GRADE, AND SURROUND WITH

SILT FENCE FOR SEDIMENTATION AROUND BOX. MAINTAIN SILT FENCE BEHIND

BOX UNTIL LAND BEHIND CURB IS STABILIZED.

FLO

SILT FENCE REQUIRED BEHIND CURB AT BOX UNTIL LAND

BEHIND CURB IS STABILIZED

8" DIA. EARTH SAVER WEIGHTED WATTLE OR EQUAL2

EARTH SAVE SEDIMENT SAVER OR EQUAL FILLED WITH 1/2

CF 3/4" GRAVEL, ZIPPER SIDE FACING AWAY FROM INLET

FILTER FABRIC WRAPPED COMPLETELY AROUND GATE

SANDBAG OPTION

WATTLE OPTION

AutoCAD SHX Text

TREE TRUNK

AutoCAD SHX Text

PLAN

TLP

4322.173

SDMH

15144 4323.376

15181 4332.315

SDMH

WHITTIER ELEMENTARY SCHOOL

M O

IEW

RRID

R TRA

PLAYGROUND

SPORTS

FIELDS

BID ALT #2

BID ALT #3

BID ALT #1

G A

N E

T SHEET

LG-104

SHEET

LG-101

SHEET

LG-102

SHEET

LG-103

GRADING GENERAL NOTES

1. THE BASE INFORMATION FOR THIS DRAWING WAS OBTAINED FROM OTHERS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE DRAWING WITH ACTUAL FIELD

CONDITIONS PRIOR TO BEGINNING ANY WORK AND IMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. IN THE EVENT THAT THE CONTRACTOR BEGINS WORK PRIOR TO VERIFYING AND COMPARING THE BASE INFORMATION WITH ACTUAL FIELD CONDITIONS, THEN ANY CHANGES OR ALTERATIONS TO THE WORK INVOLVED WITH THESE DRAWINGS DUE TO SUCH DISCREPANCIES WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.

2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND MARKING THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF WORK PRIOR TO BEGINNING CONSTRUCTION.

CONTACT THE OWNER, BLUE STAKES OF UTAH AT 811 OR 1-800-662-4111, AND ALL OTHER ENTITIES AS NECESSARY. IN THE EVENT THE CONTRACTOR BEGINS CONSTRUCTION WORK PRIOR TO VERIFYING AND STAKING ALL UTILITIES, AND DAMAGE TO UTILITIES OCCURS, THE DAMAGED UTILITIES WILL BE REPAIRED AND/OR

REPLACED AT NO ADDITIONAL COST TO THE OWNER.

3. REFER TO LEGENDS, NOTES, DETAILS, AND SPECIFICATIONS FOR FURTHER INFORMATION.

4. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING GRADES IN THE FIELD PRIOR TO BEGINNING WORK AND IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 3, 2026.