2-3 260716 Fort Utah Park GBD PLANS Document.pdf

PDF 21 MB Posted Jul 20, 2026

Attached to: PROVO CITY – Fort Utah Park Improvements RFB
Solicitation number: PR2026001035
Issued by: Utah County, Utah

About this file

Written by GovTribe AI · Jul 21, 2026

This is a General Bid Document (GBD) Plans set for Provo City's Fort Utah Park Improvements project located at 200 North Geneva Road in Provo, Utah. The project encompasses replacement and improvement of parking lot curb and gutter, walkways, parking lot surface, and retaining wall infrastructure. The scope of work includes nine primary service categories: Demolition, Grading & Excavation, Electrical & Lighting, Concrete & Hardscapes, Asphalt, Utility & Drainage Systems, Site Structures & Furnishings, Masonry, Landscaping, and Irrigation. The Request for Bids (RFB) is identified as RFB NO. PR2026001035 and is issued under Provo City's procurement authority.

The plans document serves as the technical specifications and design basis for contractors submitting sealed bids for the project. This document establishes the construction standards, materials, dimensions, and installation requirements necessary for accurate bid preparation and project execution. Bidders must review the complete plans in conjunction with the bid requirements to ensure comprehensive understanding of all work scope, site conditions, and technical specifications prior to submission.

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Other files

File	Type	Posted
5-6 RESTROOM SPEC SHEET.xlsx	XLSX spreadsheet	Jul 20, 2026
6-1 Fort Utah Park Construction 2026 RFB.pdf	PDF	Jul 20, 2026
1-2 07-20-2026 FORT UTAH Bid Schedule.xlsx	XLSX spreadsheet	Jul 20, 2026
4-5 4 ROOM RESTROOM.pdf	PDF	Jul 20, 2026
3-4 Fort Utah Park Specs Document.pdf	PDF	Jul 20, 2026

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VETERANS MEMORIAL HW

CENTER STREET

150 NORTHG

R O

A D

PROVO RIVER TRAIL

300 NORTH

350 NORTH

450 NORTH

500 NORTH

FORT UTAH PARK

PROJECT AREA

CENTER STREET

150 NORTH

R O

D PROVO RIVER TRAIL

300 NORTH

600 SOUTH

620 NORTH

INDEPENDENCE AVE

450 NORTH

500 NORTH

VETERANS MEMORIAL HW

CENTER STREET

FORT UTAH PARK PROJECT AREA

DESIGN TEAM

Project Area 200 N Geneva Road, Provo, UT 84601

Vicinity Map

NORTH

FORT UTAH PARK - PROVO UTAH

July 14, 2026

Prepared for:

CONSTRUCTION DOCUMENT - BID SET

P: (801)852.6643 Contact: John Bunderson

Landscape Architect G Brown Design Inc.

678 East Vine Street, Suite 10 Murray, UT 84107 P: (801) 575-6066 Contact: Mathew K. Winward

Provo City

1417 S 350 E Provo, UT 84606

SHEET INDEXSHEET INDEX

Cover Sheet --- Existing Survey EX-001 Accessible Routes Plan G-001 Overall Site Prep & Demo Plan LD-001 Site Prep & Demo Plan LD-101 Site Prep & Demo Plan LD-102 Site Prep & Demo Plan LD-103 Site Prep & Demo Details LD-501 Overall Grading Plan LG-001 Grading Plan LG-101 Grading Plan LG-102 Grading Plan LG-103 Drainage Plan CI-100 Utility Plan CI-200 Civil Typical Sections & Details CI-300 Overall Layout & Materials Plan LM-001 Layout & Materials Notes & Schedule LM-002 Layout & Materials Plan LM-101 Layout & Materials Plan LM-102 Layout & Materials Plan LM-103 Layout & Materials Details LM-501 Layout & Materials Details LM-502 Layout & Materials Details LM-503 Layout & Materials Details LM-504 Layout & Materials Details LM-505 Overall Planting Plan LP-001 Overall Planting Notes & Schedule LP-002 Planting Plan LP-101 Planting Plan LP-102 Planting Plan LP-103 Planting Details LP-501 Overall Irrigation Plan LI-001 Irrigation Notes & Schedule LI-002 Irrigation Plan LI-101 Irrigation Plan LI-102 Irrigation Plan LI-103 Irrigation Details LI-501 Irrigation Details LI-502 Symbols, Notes, and One-Line EG001 Details EG002 North Site Plan - Electrical EE101 South Site Plan - Electrical EE102 Schedules EE801

Electrical Engineer

Civil Engineer CMT Technical Services 2796 South Redwood Rd.

West Valley City, UT 84119 P: (801) 702-9663 Contact: Jim Milligan

Envision Engineering 240 E Morris Ave, Suite 200 Salt Lake City, UT 84115 P: (801) 534-1130 Contact: Yash Numburi

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

OWNER

Provo City 1417 S 350 E Provo, UT 84606 P: (801) 852-6643 Contact: John Bunderson

RESIDENTIAL PROPERTIES

150 NORTH

UTILITIES

EX. MONUMENT SIGN

SOLAR LIGHT POLE

CANAL OVERFLOW

CANAL MANHOLE

UTILITY POWER POLES

WATER WELL. NO STORM

WATER WITHIN 100'.

WATER METER

POWER POLE

SALT LAKE WATER WELL

PIONEER DAUGHTER'S SIGN

TO BE RELOCATED

EX. SIGN

PAVILION

PLAYGROUND SAND PIT

RUGBY AND SOCCER FIELD

MANHOLE

NEIGHBORING DOG PARK

EMPTY LOT ZONED COMMERCIAL AND MED. DENSITY HOUSING

EX. TRAIL

"THE CRATER"

SKATE PARK

EAGLE SCOUT MONUMENT

PAVILION

FIRE HYDRANT

TRANSFORMER (4)BASEBALL STATUES

POWER POLE

OVERFLOW PIPE TO GENEVA

SCORE BOARDS

EXISTING CURB & OUTFIELD CHAINLINK FENCE

EXISTING FENCE

ASPHALT PARKING LOT

R O

BASEBALL FIELDS

PROVO RIVER TRAIL

EX-001

EXISTING SURVEY

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

_F t U ta h Pa rk C

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PROVO CITY

PARKS & RECREATION

1417 S. 350 E.

PROVO, UT 84606

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

NORTHSCALE: 1"= 50'

0 25 50 100

FULL SCALE 1"=50' (24X36)

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VAN

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PAVILION

RESTROOM

PROVO RIVER TRAIL

PLAYGROUND (BY OTHERS)

ALL WHEELS PARK (BY OTHERS)

COOLING STATION

PAVILION

COOLING STATION

SHADE SAIL

BASEBALL FIELDS

PAVILION

LEGEND

LIMIT OF WORK LINE

ACCESSIBLE ROUTE

ADA UNIVERSAL PARKING STALL

NOTE: SEE GRADING PLANS FOR SLOPES ALONG

ACCESSIBLE ROUTES

G-001

ACCESSIBLE ROUTES

PLAN

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

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PROVO CITY

PARKS & RECREATION

1417 S. 350 E.

PROVO, UT 84606

STAT E OF UTAH

SED

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

NORTHSCALE: 1"= 50'

0 25 50 100

FULL SCALE 1"=50' (24X36)

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CONSTRUCTION FENCE

BASEBALL FIELDS

PROVO RIVER TRAIL

150 NORTH

SHEET

LD-102

SHEET

LD-103 A

SHEET

LD-101

LD-103 B

GENERAL SITE PREP & DEMOLITION NOTES

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

2. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL

CONDITIONS TO THE LANDSCAPE ARCHITECT.

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 CITY 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. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN ACCORDANCE WITH THE NOTIFICATION PROCEDURES PROMOTED BY RESPECTIVE UTILITY COMPANIES. THE "BLUE STAKES"

TELEPHONE NUMBER IS 1-800-662-4111 (811).

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 PRECONSTRUCTION CONDITIONS AT NO EXPENSE TO THE OWNER.

7. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY CONTRACTOR.

CONTRACTOR SHALL VIDEO OR TAKE PHOTOS OF SITE PRIOR TO CONSTRUCTION TO VERIFY 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 IN ADDITION TO WHAT IS SHOWN ON THE PLAN MAY BE

REQUIRED.

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. ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF BY CONTRACTOR UNLESS

OTHERWISE NOTED.

12. 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.

13. TREE PROTECTION NOT SHOWN ON PLANS. CONTRACTOR TO PROTECT EXISTING TREES WITHIN 20' OF IMPROVEMENT AREA.

SEE TREE PROTECTION DETAIL (THIS SHEET).

14. CONTRACTOR TO LOCATE AND DISCONNECT EXISTING ELECTRICAL FEED SERVING THE LIGHT POLES. CAP AND SECURE CONDUCTORS IN THE NEAREST ACCESSIBLE ENCLOSURE AND ABANDON THE EXISTING UNDERGROUND WIRING IN PLACE.

ENSURE ALL CONDUCTORS ARE DE-ENERGIZED AND MADE SAFE IN ACCORDANCE WITH LOCAL CODES.

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

2. CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL AS REQUIRED TO MEET STATE WATER QUALITY REQUIREMENTS. CONTRACTOR TO COORDINATE AS REQUIRED FOR CITY TO PAY ANY ASSOCIATED PERMIT FEES.

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

AUTHORITIES.

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

(SWPPP) DURING CONSTRUCTION OPERATIONS.

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

BEEN INSTALLED.

6. 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.

7. 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.

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

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

INSPECTION.

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

BE COVERED WITH FILTER FABRIC.

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

STABILIZATION.

12. 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

_F t U ta h Pa rk C

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\D em o_

Pr ov o Fo rt U ta h

Pa rk

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5-29-2026

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MKW/JKW

U24-028

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PROVO CITY

PARKS & RECREATION

1417 S. 350 E.

PROVO, UT 84606

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

NORTH

SCALE: 1"= 50'

0 25 50 100

LD-001

OVERALL

DEMO PLAN

FULL SCALE 1"=50' (24X36)

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CONSTRUCTION FENCE

SHEET LD-102

SHEET LD-101

A-02

A-03

A-04

A-05

A-06

A-07

A-08

A-10

A-12

A-08

B-17

C-05

C-06

A-05

B-15

B-16

B-19

B-15

B-01

B-08

C-05

B-06

B-09

B-05

B-01

B-08

B-02

B-03

C-04

C-03

C-01

C-02 C-04

SHEET LD-101

SHEET LD-103 B

B-07

CONCRETE PAVING TO BE REMOVED

DEMOLITION IDENTIFICATION

STRUCTURE TO BE REMOVED

EXISTING TREES TO REMAIN

LIMIT OF WORK LINE

CONSTRUCTION STAGING AREA

CONSTRUCTION FENCE

CLEAR AND GRUB - SEE IRRIGATION PLAN

CONCRETE TO BE PRESERVED AND PROTEDTED

EXISTING TREES TO BE REMOVED

A-02

DEMOLITION LEGEND

ASPHALT TO BE MILLED AND SPREAD BACK

ON SITE FOR PROPOSED PARKING LOT ROAD

BASE FILL

XXXXXXX

PRESERVE EXISTING CURB, GUTTER & CONCRETE

CURB AND GUTTER TO BE REMOVED

CONSTRUCTION FENCING

APPROXIMATE SILT FENCE LOCATION

EXISTING FENCE TO REMAIN

FOR IRRIGATION REMOVAL

CODE DESCRIPTION

Concept Notes

SKATE PARK TO BE REMOVED. REMOVE ALL CONCRETE, CURBS,

RAILS, BENCHES, ECT.

TREE TO BE REMOVED & PROPERLY DISPOSED

MONUMENT TO BE REMOVED AND RETURNED TO CITY

CONCRETE TO BE REMOVED & PROPERLY DISPOSED

EXISTING CURB AND GUTTER TO BE REMOVED & PROPERLY

DISPOSED

ASPHALT TO BE MILLED AND SPREAD BACK ON SITE FOR PROPOSED

PARKING LOT ROAD BASE FILL - SEE SPECS

SOD TO BE REMOVED. SEE IRRIGATION PLAN FOR IRRIGATION

REMOVAL

EXISTING RESTROOM STRUCTURE DEMOLITION: CONTRACTOR IS

SOLELY RESPONSIBLE FOR FIELD-VERIFYING THE LOCATION OF ALL

UTILITY SERVICE LINES PRIOR TO COMMENCEMENT OF WORK.

COORDINATE WITH BLUE STAKES AND ALL APPLICABLE UTILITY

PURVEYORS TO ENSURE SAFE DISCONNECTION AND CAPPING.

PROTECT ALL ADJACENT UTILITIES AND VEGETATION TO REMAIN.

ANY DAMAGE TO ACTIVE LINES RESULTING FROM NEGLIGENT

COORDINATION SHALL BE REPAIRED AT THE CONTRACTOR’S

EXPENSE

EXISTING LIGHT POLE, BASE, AND APPURTENANCES TO BE

REMOVED. CONTRACTOR TO COORDINATE WITH UTILITY ENTITIES

TO DE-ENERGIZE AND DISCONNECT ALL POWER PRIOR TO

DEMOLITION. REMOVE CONCRETE FOOTING TO A MINIMUM OF

24" BELOW FINISHED GRADE. CAP AND BURY EXISTING CONDUIT

PER LOCAL CODE, OR REROUTE IF NECESSARY TO MAINTAIN

CIRCUITRY FOR ADJACENT FIXTURES TO REMAIN.

EXISTING SANITARY SEWER SERVICE TO RESTROOM TO BE

REMOVED/ABANDONED. CUT AND CAP PIPE AT THE MAIN OR

PROPERTY LINE (PER LOCAL JURISDICTION REQUIREMENTS).

IRRIGATION BOX. SEE IRRIGATION PLANS

REMOVE AND DISPOSE OF EXISTING PLAYGROUND EQUIPMENT,

CURB, AND WOODCHIPS/SAND

PRESERVE AND PROTECT

UTILITY POWER POLES AND OVERHEAD POWER LINES TO BE

PRESERVED AND PROTECTED

TREE TO BE PRESERVED AND PROTECTED

WATER WELL TO BE PRESERVED AND PROTECTED. (NO STORM

WATER WITHIN 100').

MONUMENT SIGN TO BE PRESERVED AND PROTECTED IN PLACE

FIRE HYDRANT TO BE PRESERVED AND PROTECTED IN PLACE

WATER METER TO BE PRESERVED AND PROTECTED IN PLACE

BASEBALL STATUES TO BE PRESERVED AND PROTECTED AND

RELOCATED PER PROPOSED PLAN

TRANSFORMER TO BE PRESERVED AND PROTECTED IN PLACE

PEDESTRIAN CROSS WALK SIGN TO BE PRESERVED AND PROTECTED

AND THEN RELOCATED PER PROPOSED PLAN

SIGN TO BE PRESERVED AND PROTECTED AND RELOCATED PER

PROPOSED PLAN

SIGN TO BE PRESERVED AND PROTECTED IN PLACE

SALT LAKE WATER WELL TO BE PRESERVED AND PROTECTED. (NO

STORM WATER WITHIN 100')

A-02

A-03

A-04

A-05

A-06

A-07

A-08

A-09

A-10

A-11

A-12

A-13

B-01

B-02

B-03

B-04

B-05

B-06

B-07

B-08

B-09

B-10

B-11

B-12

DEMOLITION ITEMS

METER TO PRESERVE AND PROTECT - CONTRATOR TO RAISE

APPROPRIATELY TO FINISH GRADE

PAVILION AND CONCRETE SLAB TO BE PRESERVED AND

PROTECTED IN PLACE

EXISTING SCOREBOARD

EXISTING OUTFIELD FENCE

STORM DRAIN - WELL ( OUT OF LIMIT OF DISTURBANCE)

PRESERVE & PROTECT EXISTING FENCE

PRESERVE & PROTECT EXISTING 1" CULINARY LINE TO CONSESSIONS

BLDG

DEMO-MISC

SEWER EASEMENT

STORM DRAIN EASEMENT

UNDERGROUND UTILITY - SEWER

UNDERGROUND UTILITY - STORM DRAIN

UNDERGROUND UTILITY - WATER

OVERHEAD ELECTRIC - UTILITY

SITE PREP LEGEND

TEMPORARY VEHICLE WASHDOWN AND STABILIZED

CONSTRUCTION ENTRANCE

CONSTRUCTION STAGING AREA

B-13

B-14

B-15

B-16

B-17

B-18

B-19

C-01

C-02

C-03

C-04

C-05

C-06

E-01

E-02

SEE SHEET LD-001 FOR GENERAL SITE PREP,

DEMOLITION, & EROSION CONTROL NOTES

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

_F t U ta h Pa rk C

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5-29-2026

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MKW/JKW

U24-028

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PROVO CITY

PARKS & RECREATION

1417 S. 350 E.

PROVO, UT 84606

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

LD-101

DEMO PLAN

NORTHSCALE: 1"= 20'

0 10 20 40

FULL SCALE 1"=20' (24X36)

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SHEET LD-102

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150 NORTH

CONCRETE PAVING TO BE REMOVED

DEMOLITION IDENTIFICATION

STRUCTURE TO BE REMOVED

EXISTING TREES TO REMAIN

LIMIT OF WORK LINE

CONSTRUCTION STAGING AREA

CONSTRUCTION FENCE

CLEAR AND GRUB - SEE IRRIGATION PLAN

CONCRETE TO BE PRESERVED AND PROTEDTED

EXISTING TREES TO BE REMOVED

A-02

DEMOLITION LEGEND

ASPHALT TO BE MILLED AND SPREAD BACK

ON SITE FOR PROPOSED PARKING LOT ROAD

BASE FILL

XXXXXXX

PRESERVE EXISTING CURB, GUTTER & CONCRETE

CURB AND GUTTER TO BE REMOVED

CONSTRUCTION FENCING

APPROXIMATE SILT FENCE LOCATION

EXISTING FENCE TO REMAIN

FOR IRRIGATION REMOVAL

CODE DESCRIPTION

DEMOLITION ITEMS

MONUMENT SIGN TO BE PRESERVED AND PROTECTED IN PLACE

FIRE HYDRANT TO BE PRESERVED AND PROTECTED IN PLACE

WATER METER TO BE PRESERVED AND PROTECTED IN PLACE

BASEBALL STATUES TO BE PRESERVED AND PROTECTED AND

RELOCATED PER PROPOSED PLAN

TRANSFORMER TO BE PRESERVED AND PROTECTED IN PLACE

PEDESTRIAN CROSS WALK SIGN TO BE PRESERVED AND PROTECTED

AND THEN RELOCATED PER PROPOSED PLAN

SIGN TO BE PRESERVED AND PROTECTED AND RELOCATED PER

PROPOSED PLAN

SIGN TO BE PRESERVED AND PROTECTED IN PLACE

SALT LAKE WATER WELL TO BE PRESERVED AND PROTECTED. (NO

STORM WATER WITHIN 100')

METER TO PRESERVE AND PROTECT - CONTRATOR TO RAISE

APPROPRIATELY TO FINISH GRADE

PAVILION AND CONCRETE SLAB TO BE PRESERVED AND

PROTECTED IN PLACE

EXISTING SCOREBOARD

EXISTING OUTFIELD FENCE

STORM DRAIN - WELL ( OUT OF LIMIT OF DISTURBANCE)

PRESERVE & PROTECT EXISTING FENCE

PRESERVE & PROTECT EXISTING 1" CULINARY LINE TO CONSESSIONS

BLDG

DEMO-MISC

SEWER EASEMENT

STORM DRAIN EASEMENT

UNDERGROUND UTILITY - SEWER

UNDERGROUND UTILITY - STORM DRAIN

UNDERGROUND UTILITY - WATER

OVERHEAD ELECTRIC - UTILITY

SITE PREP LEGEND

TEMPORARY VEHICLE WASHDOWN AND STABILIZED

CONSTRUCTION ENTRANCE

CONSTRUCTION STAGING AREA

B-04

B-05

B-06

B-07

B-08

B-09

B-10

B-11

B-12

B-13

B-14

B-15

B-16

B-17

B-18

B-19

C-01

C-02

C-03

C-04

C-05

C-06

E-01

E-02

SEE SHEET LD-001 FOR GENERAL SITE PREP,

DEMOLITION, & EROSION CONTROL NOTES

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C O

TIO

C E

C O

TIO

C E

SHEET LD-102

SHEET LD-101

SHEET LD-103 A

SHEET LD-102

A-09

B-04

A-10

A-11

A-12

B-14

A-08

C-05

C-06

A-05

B-18

B-16

B-15

A-13

SHEET LD-102 SHEET LD-102

B-02

B-13B-05

E-01

E-02

C-03

B-02

B-01

B-11

B-10

SKATE PARK TO BE REMOVED. REMOVE ALL CONCRETE, CURBS,

RAILS, BENCHES, ECT.

TREE TO BE REMOVED & PROPERLY DISPOSED

MONUMENT TO BE REMOVED AND RETURNED TO CITY

CONCRETE TO BE REMOVED & PROPERLY DISPOSED

EXISTING CURB AND GUTTER TO BE REMOVED & PROPERLY

DISPOSED

ASPHALT TO BE MILLED AND SPREAD BACK ON SITE FOR PROPOSED

PARKING LOT ROAD BASE FILL - SEE SPECS

SOD TO BE REMOVED. SEE IRRIGATION PLAN FOR IRRIGATION

REMOVAL

EXISTING RESTROOM STRUCTURE DEMOLITION: CONTRACTOR IS

SOLELY RESPONSIBLE FOR FIELD-VERIFYING THE LOCATION OF ALL

UTILITY SERVICE LINES PRIOR TO COMMENCEMENT OF WORK.

COORDINATE WITH BLUE STAKES AND ALL APPLICABLE UTILITY

PURVEYORS TO ENSURE SAFE DISCONNECTION AND CAPPING.

PROTECT ALL ADJACENT UTILITIES AND VEGETATION TO REMAIN.

ANY DAMAGE TO ACTIVE LINES RESULTING FROM NEGLIGENT

COORDINATION SHALL BE REPAIRED AT THE CONTRACTOR’S

EXPENSE

EXISTING LIGHT POLE, BASE, AND APPURTENANCES TO BE

REMOVED. CONTRACTOR TO COORDINATE WITH UTILITY ENTITIES

TO DE-ENERGIZE AND DISCONNECT ALL POWER PRIOR TO

DEMOLITION. REMOVE CONCRETE FOOTING TO A MINIMUM OF

24" BELOW FINISHED GRADE. CAP AND BURY EXISTING CONDUIT

PER LOCAL CODE, OR REROUTE IF NECESSARY TO MAINTAIN

CIRCUITRY FOR ADJACENT FIXTURES TO REMAIN.

EXISTING SANITARY SEWER SERVICE TO RESTROOM TO BE

REMOVED/ABANDONED. CUT AND CAP PIPE AT THE MAIN OR

PROPERTY LINE (PER LOCAL JURISDICTION REQUIREMENTS).

IRRIGATION BOX. SEE IRRIGATION PLANS

REMOVE AND DISPOSE OF EXISTING PLAYGROUND EQUIPMENT,

CURB, AND WOODCHIPS/SAND

PRESERVE AND PROTECT

UTILITY POWER POLES AND OVERHEAD POWER LINES TO BE

PRESERVED AND PROTECTED

TREE TO BE PRESERVED AND PROTECTED

WATER WELL TO BE PRESERVED AND PROTECTED. (NO STORM

WATER WITHIN 100').

A-02

A-03

A-04

A-05

A-06

A-07

A-08

A-09

A-10

A-11

A-12

A-13

B-01

B-02

B-03

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

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5-29-2026

JLH

MKW/JKW

U24-028

N D

- B

PROVO CITY

PARKS & RECREATION

1417 S. 350 E.

PROVO, UT 84606

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

LD-102

DEMO PLAN

NORTHSCALE: 1"= 20'

0 10 20 40

FULL SCALE 1"=20' (24X36)

AutoCAD SHX Text M

AutoCAD SHX Text s

AutoCAD SHX Text P

AutoCAD SHX Text

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TIO

C E

C O

TIO

C E

C O

TIO

C E

C O

TIO

C E

C O

TIO

C E

C O

TIO

C E

C O

TIO

C E

C O

TIO

C E

C O

TIO

C E

SHEET LD-103 A

SHEET LD-102

A-09

A-10

A-04

A-11

A-12

A-08

C-06

B-18

A-05

B-18

B-02

B-13

B-12

B-01

B-05

E-01

E-02

C-03

CONCRETE PAVING TO BE REMOVED

DEMOLITION IDENTIFICATION

STRUCTURE TO BE REMOVED

EXISTING TREES TO REMAIN

LIMIT OF WORK LINE

CONSTRUCTION STAGING AREA

CONSTRUCTION FENCE

CLEAR AND GRUB - SEE IRRIGATION PLAN

CONCRETE TO BE PRESERVED AND PROTEDTED

EXISTING TREES TO BE REMOVED

CODE DESCRIPTION

Concept Notes

SKATE PARK TO BE REMOVED. REMOVE ALL CONCRETE, CURBS,

RAILS, BENCHES, ECT.

TREE TO BE REMOVED & PROPERLY DISPOSED

MONUMENT TO BE REMOVED AND RETURNED TO CITY

CONCRETE TO BE REMOVED & PROPERLY DISPOSED

EXISTING CURB AND GUTTER TO BE REMOVED & PROPERLY

DISPOSED

ASPHALT TO BE MILLED AND SPREAD BACK ON SITE FOR PROPOSED

PARKING LOT ROAD BASE FILL - SEE SPECS

SOD TO BE REMOVED. SEE IRRIGATION PLAN FOR IRRIGATION

REMOVAL

EXISTING RESTROOM STRUCTURE DEMOLITION: CONTRACTOR IS

SOLELY RESPONSIBLE FOR FIELD-VERIFYING THE LOCATION OF ALL

UTILITY SERVICE LINES PRIOR TO COMMENCEMENT OF WORK.

COORDINATE WITH BLUE STAKES AND ALL APPLICABLE UTILITY

PURVEYORS TO ENSURE SAFE DISCONNECTION AND CAPPING.

PROTECT ALL ADJACENT UTILITIES AND VEGETATION TO REMAIN.

ANY DAMAGE TO ACTIVE LINES RESULTING FROM NEGLIGENT

COORDINATION SHALL BE REPAIRED AT THE CONTRACTOR’S

EXPENSE

EXISTING LIGHT POLE, BASE, AND APPURTENANCES TO BE

REMOVED. CONTRACTOR TO COORDINATE WITH UTILITY ENTITIES

TO DE-ENERGIZE AND DISCONNECT ALL POWER PRIOR TO

DEMOLITION. REMOVE CONCRETE FOOTING TO A MINIMUM OF

24" BELOW FINISHED GRADE. CAP AND BURY EXISTING CONDUIT

PER LOCAL CODE, OR REROUTE IF NECESSARY TO MAINTAIN

CIRCUITRY FOR ADJACENT FIXTURES TO REMAIN.

EXISTING SANITARY SEWER SERVICE TO RESTROOM TO BE

REMOVED/ABANDONED. CUT AND CAP PIPE AT THE MAIN OR

PROPERTY LINE (PER LOCAL JURISDICTION REQUIREMENTS).

IRRIGATION BOX. SEE IRRIGATION PLANS

REMOVE AND DISPOSE OF EXISTING PLAYGROUND EQUIPMENT,

CURB, AND WOODCHIPS/SAND

PRESERVE AND PROTECT

UTILITY POWER POLES AND OVERHEAD POWER LINES TO BE

PRESERVED AND PROTECTED

TREE TO BE PRESERVED AND PROTECTED

WATER WELL TO BE PRESERVED AND PROTECTED. (NO STORM

WATER WITHIN 100').

MONUMENT SIGN TO BE PRESERVED AND PROTECTED IN PLACE

FIRE HYDRANT TO BE PRESERVED AND PROTECTED IN PLACE

WATER METER TO BE PRESERVED AND PROTECTED IN PLACE

BASEBALL STATUES TO BE PRESERVED AND PROTECTED AND

RELOCATED PER PROPOSED PLAN

TRANSFORMER TO BE PRESERVED AND PROTECTED IN PLACE

PEDESTRIAN CROSS WALK SIGN TO BE PRESERVED AND PROTECTED

AND THEN RELOCATED PER PROPOSED PLAN

SIGN TO BE PRESERVED AND PROTECTED AND RELOCATED PER

PROPOSED PLAN

SIGN TO BE PRESERVED AND PROTECTED IN PLACE

SALT LAKE WATER WELL TO BE PRESERVED AND PROTECTED. (NO

STORM WATER WITHIN 100')

METER TO PRESERVE AND PROTECT - CONTRATOR TO RAISE

APPROPRIATELY TO FINISH GRADE

PAVILION AND CONCRETE SLAB TO BE PRESERVED AND

PROTECTED IN PLACE

EXISTING SCOREBOARD

EXISTING OUTFIELD FENCE

STORM DRAIN - WELL ( OUT OF LIMIT OF DISTURBANCE)

PRESERVE & PROTECT EXISTING FENCE

PRESERVE & PROTECT EXISTING 1" CULINARY LINE TO CONSESSIONS

BLDG

A-02

A-03

A-04

A-05

A-06

A-07

A-08

A-09

A-10

A-11

A-12

A-13

B-01

B-02

B-03

B-04

B-05

B-06

B-07

B-08

B-09

B-10

B-11

B-12

B-13

B-14

B-15

B-16

B-17

B-18

B-19

A-02

DEMOLITION ITEMS DEMOLITION LEGEND

ASPHALT TO BE MILLED AND SPREAD BACK

ON SITE FOR PROPOSED PARKING LOT ROAD

BASE FILL

XXXXXXX

PRESERVE EXISTING CURB, GUTTER & CONCRETE

CURB AND GUTTER TO BE REMOVED

CONSTRUCTION FENCING

APPROXIMATE SILT FENCE LOCATION

EXISTING FENCE TO REMAIN

FOR IRRIGATION REMOVAL

SEE SHEET LD-001 FOR GENERAL SITE PREP,

DEMOLITION, & EROSION CONTROL NOTES

C-03

C-01

SHEET LD-101

SHEET LD-103 B

DEMO-MISC

SEWER EASEMENT

STORM DRAIN EASEMENT

UNDERGROUND UTILITY - SEWER

UNDERGROUND UTILITY - STORM DRAIN

UNDERGROUND UTILITY - WATER

OVERHEAD ELECTRIC - UTILITY

SITE PREP LEGEND

TEMPORARY VEHICLE WASHDOWN AND STABILIZED

CONSTRUCTION ENTRANCE

CONSTRUCTION STAGING AREA

C-01

C-02

C-03

C-04

C-05

C-06

E-01

E-02

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

_F t U ta h Pa rk C

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N . G

, U T

5-29-2026

JLH

MKW/JKW

U24-028

N D

- B

PROVO CITY

PARKS & RECREATION

1417 S. 350 E.

PROVO, UT 84606

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

NORTHSCALE: 1"= 20'

0 10 20 40 LD-103

DEMO PLAN

FULL SCALE 1"=20' (24X36)

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AutoCAD SHX Text

1. TREE PROTECTION PRACTICES WILL INCLUDE ESTABLISHING THE TREE PROTECTION ZONE (TPZ) PER DETAIL.

2. THERE WILL BE NO DIGGING, TRENCHING, GRADING, OR STORING OF MATERIALS OR EQUIPMENT IN THE TPZ.

3. NO EQUIPMENT (EXCEPT FOR A SOD CUTTER) SHALL BE ALLOWED INSIDE THE TPZ. IF SPECIAL PROVISION FOR EXCAVATION IS

APPROVED BY OWNER, IT SHALL BE DONE BY HAND OR A SOIL VACUUM.

4. USE TUNNELING OR BORING FOR IRRIGATION AND UTILITIES. NO ROOTS LARGER THAN 4" IN DIAMETER WILL BE CUT. ALL ROOTS WILL BE CUT CLEANLY WITH A SAW. IN SITUATIONS WHERE A ROOT HAS BEEN DAMAGED, A CLEAN CUT SHALL BE MADE ON

THE ROOT AT THE EDGE OF THE TRENCH CLOSEST TO THE TREE TRUNK.

5. TREES SHALL NOT BE USED TO SUPPORT ANY SCAFFOLDING, SIGNS, TEMPORARY UTILITY, OR ANY OTHER DEVICE. IF DAMAGE

OCCURS TO A PROTECTED TREE, IMMEDIATE CONTACT SHALL BE MADE WITH THE OWNER.

6. DO NOT CHANGE THE SOIL GRADE BY CUTTING OR FILLING IN THE TPZ.

7. SEE SPECIFICATION SECTION 015600 - TREE & PLANT PROTECTION.

8. CONTRACTOR SHALL SUBMIT A SCHEDULE FOR REGULAR WATERING AND INDICATE THE INDIVIDUAL WHO IS RESPONSIBLE TO ENFORCE TREE PROTECTION REQUIREMENTS AS SET FORTH IN THE DRAWINGS, NOTES, DETAILS AND SPECS. TREE PROTECTION

IN ADDITION TO WHAT IS SHOWN ON THE PLAN MAY BE REQUIRED.

9. CONTRACTOR IS RESPONSIBLE TO ENSURE TREES ARE PROPERLY PROTECTED AND MAINTAINED THROUGHOUT CONSTRUCTION.

DAMAGED OR DEAD TREES WILL BE REPLACED IN KIND (SIZE, SPECIES, ETC) OR AS INDICATED IN THE SPECS.

TREE PROTECTION & PRESERVATION GUIDELINES

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

_F t U ta h Pa rk C

Ds \C

\D em o_

Pr ov o Fo rt U ta h

Pa rk

_r ec ov er

.d w g jh en rie

-1

N . G

, U T

5-29-2026

JLH

MKW/JKW

U24-028

N D

- B

PROVO CITY

PARKS & RECREATION

1417 S. 350 E.

PROVO, UT 84606

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

LD-501

DEMO DETAILS

OF FLOW

DIRECTION

4' · FENCE SHALL PARALLEL CONTOURS

· INSPECTION SHALL BE FREQUENT

AND REPAIR OR REPLACEMENT WILL

BE MADE PROMPTLY AS NEEDED

THROUGHOUT DURATION OF

CONTRACT.

1'-6"

TO EDGE OF

FILTER FABRIC

DIRECTION OF FLOW

SECTION VIEW PLAN VIEW

4 ALLOW 18'' OVERLAP OF FILTER

FABRIC AT BASE OF FENCE;

COVER BOTTOM OVERLAP WITH

COMPACTED SOIL

EXISTING GRADE5

6 UNDISTURBED OR COMPACTED

EXISTING SUBGRADE

SECURE FILTER FABRIC TO

FENCING STAKES

2''x2''x4' HARDWOOD FENCING

STAKES AT 4'-0'' O.C. INTERVALS

FILTER FABRIC (SEE SPECS)2

8" 5

NOTE:

SILT FENCE

NTS

1 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

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.

3 TEMPORARY VEHICLE WASHDOWN & STABILIZED CONSTRUCTION ENTRANCE

NTS

70' M

IN.

20' MIN.

NOTE:

1. PLACE SIGN ADJACENT TO ENTRANCE "CONSTRUCTION

TRAFFIC ONLY-ALL CONSTRUCTION TRAFFIC SHALL ENTER

AND EXIT SITE AT THIS LOCATION".

2. STABILIZED CONSTRUCTION ENTRANCE TO BE INSTALLED AT

ENTRANCE ADJACENT TO PAVED ROAD.

3. SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT

TRACKING OR FLOW OF MUD ONTO PUBLIC

RIGHTS-OF-WAY.

SWALE TO SEDIMENTATION BASIN1

WASH DOWN PAD2

FILTER FABRIC BELOW GRAVEL3

3"-6" ROCK, 9" THICK WITH 1/2"-3/4" FILTER LAYER4

4 PORTABLE TOILET

NTS

FLOW

PORTABLE TOILET1

CONTAINMENT EARTH BERM2

GRAVEL PAD3

NOTE: SECURE AGAINST WIND

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

TREE TRUNK

PLAN

PROVO RIVER TRAIL

R O

BASEBALL FIELDS

X X

ADA

ALL WHEELS PARK BY OTHERS

PLAYGROUND

SHEET

LG-101

SHEET

LG-102

SHEET

LG-103 A

LG-103 B

LG-001

OVERALL

GRADING PLAN

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

_F t U ta h Pa rk C

Ds \C

\G ra di ng _F or t U ta h

Pa rk

_r ec ov er

.d w g jh en rie

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, U T

5-29-2026

JLH

MKW/JKW

U24-028

N D

- B

PROVO CITY

PARKS & RECREATION

1417 S. 350 E.

PROVO, UT 84606

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

NORTHSCALE: 1"= 50'

0 25 50 100

FULL SCALE 1"=50' (24X36)

AutoCAD SHX Text M

AutoCAD SHX Text s

AutoCAD SHX Text P

AutoCAD SHX Text

AutoCAD SHX Text s

AutoCAD SHX Text P

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GRADING LEGEND

HP/LP

4754.6

SLOPE INDICATOR1.5%

TOP/BOTTOM OF CURB ELEVATION

EXISTING CONTOUR

PROPOSED CONTOURS

PROPOSED SPOT ELEVATION

HIGH POINT / LOW POINT

TC/BC

4754.6 EX EXISTING SPOT ELEVATION

TOP/BOTTOM OF WALL ELEVATION

LIMIT OF WORK LINE

TW/BW

LOW POINT / HIGH POINTLP/HP

VAN

X X

ADA

PROVO RIVER TRAIL

BASEBALL FIELDS

PLAYGROUND BY OTHERS

CANAL EASEMENT

ALL WHEELS PARK BY OTHERS

1.5%

2.0% 2.9%

6.2%

2.0%

1.5% 1.9%

1.9%

1.7%

2.5

2.0%

1.5%

1.6%

1.5% 1.5%

2.0%

3.4%

2.0%

1.8%

2.0%

2.0%1.9%

1.5%

2.2%

1.5%

3.1% 3.4%

1.3%

2.1%

1.5%

2.2%

2.8%

2.2%

1.5%

1.6%

1.3%

2.2%

2.7%

4.3%

2.5%

4523.50

2.2%

451845

1.5%

1.4%

1.5%

1.8%

1.9%

1.5%

1.2%

0.3%

3.8%

1.7%

4526.50

4522.55 TS

4520.55 BS

4526.50

3.7%

4520.83 FINISH GRADE

OF PROPOSED UTILITY

CONCRETE PAD

4520.73 FINISH GRADE

OF PROPOSED UTILITY

CONCRETE PAD

4526.75 TS

4524.75 BS

4524.65 TS

4522.65 BS

45214522452345244525

4520.08 EX

4520.07 EX

4519.98 EX

4519.72 EX

4519.82 EX

4523.43 EX

4518.97 EX

4518.66 EX

4518.83 EX

4518.59 EX

4518.75 EX

4518.81 EX

4518.17 EX

4518.19 EX

4519.46 EX

4520.45 EX

4520.09 EX 4520.27 EX

4520.34 EX 4520.40 EX 4520.83 EX

4520.95 EX

4522.69 EX

4522.57 EX

4521.68

4522.33

4522.33 4522.33

4522.33

4522.20

4522.30

4523.10

4523.30 BOW

4523.55 BOW

4523.45

4522.20

4523.70 BOW

4523.784523.70

4523.27

4523.61

4523.42

4521.80

4523.62

4523.60 BOW

4523.75 BOW

4524.05

4522.85

4526.50

4521.16 EX

4521.21 EX

4524.09 TC

4519.28

4521.14 4522.81

4522.05

4521.44

4521.50

4521.60

4521.60 4521.504521.75

4521.80

4523.80 TC

4522.50 TC4522.87 TC

4523.34 TC4523.15

4523.92 TC

4523.28 TC

4523.36 TC

4522.86 TC 4522.55 TC

4522.26 TC

4522.65

4524.07

4523.51

4522.63 TC

4522.96 TC

4523.10

4522.70 4522.38

4522.25

4522.20

4522.25

4523.10 4523.10

4523.15

4521.64

4522.15

4519.71 4519.95

4517.00

4520.65

4519.54

4520.05 TC

4520.10 TC

4517.77 EX

4518.37 EX

4520.66 TC

4520.75 TC

4522.12 TC

4522.21 TC

4522.49

4524.31

4523.794524.00

4518.46

4519.06 BC

4519.35

4521.16 TC

4519.50 TC

4520.58 TC

4520.08

4520.50 TC

4520.13 TC

4520.34 TC

4520.88 TC

4519.30 TC

4518.81

4520.04

4519.87 TC

4519.85 TC 4519.71 TC

4520.17 TC

4519.09 TC

4519.19 TC

4522.02 TC

4521.96 TC

4521.98

TC/BC

4522.24

TC/BC4523.37 TC

4523.06 TC

4522.92 TC4523.23

4522.18 TC

4522.15 TC

4522.18 TC

4521.65

4522.09

4521.66

TC/BC

4522.40 TC

4522.26 TC

4521.95 TC

4521.38

TC/BC

4521.23

4520.80

TC/BC

4521.40

TC/BC

4521.52 TC

4521.10

TC/BC

4520.58

TC/BC

4521.52 TC

4521.67 TC

4521.64 TC

4521.73 TC

4519.65 TC/BC

4521.70 TC

4520.99 TC

4520.68

4520.13

TC/BC 4519.96

TC/BC

4520.19 TC

4520.28 TC

4519.87

4520.70 TC

4520.69 TC

4520.00 TC

4520.00

4520.15 TC

4524.90

4521.20

4522.55 TC

4520.89 BC

4521.38 TC

4522.03 TC

4522.61 TC

4523.19 TC

4522.26

4521.76 TC

4521.01

4521.60 TC

4521.83

4521.69

4521.38 TC

4520.81 TC/BC

4520.49

4520.88 BC

4522.69 BC

4522.11 BC

4521.53 BC

4521.26 BC

4521.10 BC

4520.88 BC

4521.19

4521.33

4521.76

4522.05 BC

4520.51

4519.99

4522.84 BC

4522.37 BC

4519.60 BC

4519.55 BC

4519.78 BC

4519.65 BC

4520.00 BC

4520.66 BC

4519.00 BC

4519.21 BC

4519.63

4523.3 BC

4523.59 BC

4522.87 BC

4522.56 BC

4522.42 BC

4522.73

4521.99

4521.68 BC

4521.65 BC

4521.62 BC

4521.71 BC

4521.68 BC

4521.15

4520.38 BC

4520.02 BC

4519.84 BC

4521.23 BC

4520.49 BC

4521.14 BC

4521.64 TC/BC

4521.73 TC/BC

4521.20 BC

4521.17 BC

4521.02 BC

4520.73

4521.45 BC

4521.76 BC

4520.20 BC

4520.66 TC/BC

4520.88 BC

4520.75 TC/BC

4520.18

BC 4519.69 BC

4520.25 BC

4520.16 BC

4521.52 BC4522.13 BC

4522.46 BC

4523.42 BC

4522.36 BC

4522.78 BC

4522.00 BC

4522.31

4521.59

4521.90 BC

4521.76 BC

4521.46 BC

4522.05 BC

4522.86 BC

4519.50 BC

4519.67 BC

4518.80 BC

4519.58 BC 4519.37 BC

4519.35 BC

4521.02 BC

4519.62

TC/BC

4519.67

TC/BC

4522.12 TC/BC

4522.21 TC/BC

4518.85 BC

4518.61

TC/BC

4518.85 BC

4519.35 TC

4518.96

TC/BC

4519.56 TC

4519.03 BC

4519.46 TC

4519.31

4519.71 4520.15

4519.56

4519.86 4519.36

4519.11 4518.96

4521.31 TC

4520.66 4520.34

4520.18

4522.25

4523.50

4523.70

4522.85

4520.00 EX

4526.55 TOW

4519.00 EX

4526.50 ALL WHEELS

4523.95 TOW

4520.71 BOW

4521.92 TOW

4523.75 TOW/BOW

4523.20

4523.75

4520.00 BOW

4522.50 TOW

4521.00 BOW

4521.00 TOW

4519.50 BOW

4523.30

4523.20

4522.20 BOW

4523.35 4523.25

4523.30

4522.95

4521.60

4525.45

TOW

4520.30 BOW

4521.66

4521.03

4522.15

4522.30 4522.30

4522.30

4523.00

4521.88

4523.78

4523.78 4523.78 4523.84

BOW

4521.68

4521.95 4521.73

4521.25

4520.97

4521.50

4522.10

4521.30

4522.18

4521.00 TOW

4519.50 BOW

4521.14

4521.14 4521.14

4520.63 EX

4523.55 BOW

4523.70

4523.65

4523.60

4522.95

4521.20 BOW

4526.37

4523.32

4526.50 ALL WHEELS

4521.76

4521.90

4521.70 4521.85

4521.61

4521.49

4521.05

4517.00

4521.00 BW

1.2%

7% 1.0%

4523.45

4526.75

4.2

4525.40

4524.50 TOW

4522.50 TOW

4521.92 4522.00

4520.00 4521.02

4521.104.3%

1.3%

4520.22

4526.55 TOW

4520.60 BOW

4520.52 4520.57

4526.60

4520.61

3.2%

4.4%

4.5%

4.6%

4526.60 TW

4522.50 TW

4525.00 BW

4519.11 TC

4518.61 BC

24 45

25 45

4518.50

SHEET LG-103B

SHEET LG-101

SHEET LG-102

CONTRACTOR TO ADD ADDITIONAL

BOULDERS AND/OR SOIL TO

ELIMINATE DROP OFF DIRECTLY

ADJACENT TO WALKWAY.

4.7% 4.8%

% 1.8%

CONTOUR 4526 & 4525

TO TIE IN TO FUTURE

ALL WHEELS GRADES

RETENTION BASIN - SEE DRAINAGE PLAN

4521.00 TOW

4520.00 BOW

4521.30 TOW

4520.30 BOW

4521.80

4.2%

0.4%

0.5%

1.7% 1.5%

7.8%

3.0%

1.7%

4.8%

3.6%

2.5

3.3% 2.8%

1.2% 0.8%

0.9%

0.3%

3.6%

1.8%

1.0%

1.6%

4.3%

0.9%

2.4%

3.3

1.8%

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 ANY DISCREPANCIES. IN THE EVENT THAT THE CONTRACTOR BEGINS GRADING OPERATIONS PRIOR TO VERIFYING EXISTING GRADES AND DISCREPANCIES DO EXIST, THEN ANY CHANGES OR ALTERATIONS TO THE GRADING DUE TO THE DISCREPANCIES WILL BE

PERFORMED AT NO ADDITIONAL COST TO THE OWNER.

5. COORDINATE LAYOUT AND GRADING WITH OTHER TRADES SO THAT CONSTRUCTION CAN CONTINUE IN A NORMAL SEQUENCE OF EVENTS AND SO THAT WORK OF OTHER TRADES IS NOT DISTURBED ONCE PLACED IN THE FIELD. IN THE EVENT THE CONTRACTOR FAILS TO COORDINATE CONSTRUCTION BETWEEN TRADES AND BY DOING SO, THE CONTRACTOR DAMAGES, DISPLACES OR OTHERWISE CAUSES OTHER TRADES WORK TO BE REINSTALLED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH REPLACEMENT AND/OR RE-INSTALLATION

AT NO ADDITIONAL COST TO THE OWNER.

6. FINISHED GRADES, CONTOURS, AND ELEVATIONS INDICATED ON THE GRADING AND DRAINAGE PLAN DESCRIBE FINAL SURFACE ELEVATIONS FOR COMPLETED CONSTRUCTION. THE CONTRACTOR SHALL REVIEW THE DETAILS AND SPECIFICATIONS TO ASCERTAIN SPECIFIC WORK LIMITS AND REQUIREMENTS AND COMPARE THIS INFORMATION WITH THE CIVIL ENGINEERS SUB-SURFACE STORM WATER FINISH, INVERT AND OUTLET ELEVATIONS AND IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN DISCIPLINES. IN THE EVENT THE THE CONTRACTOR FAILS TO COMPARE AND COORDINATE THIS INFORMATION AND DISCREPANCIES DO IN FACT EXIST, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY GRADING AND STORM DRAINAGE MODIFICATIONS RELATED TO SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE

OWNER.

7. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING.

8. THIS DESIGN INDICATES RELATIONSHIPS BASED ON SURVEY DATA OBTAINED FROM OTHER PARTIES AND HAS BEEN INTERPOLATED OR COMBINED BY THE LANDSCAPE ARCHITECT TO MEET THE REQUIREMENTS OF THIS PROJECT. THE SUBSEQUENT ACCURACY OF THIS DOCUMENT WHILE CONSIDERED RELIABLE, IS NOT WARRANTED

OR GUARANTEED.

9. ALTHOUGH THIS DOCUMENT IS INTENDED FOR USE DURING CONSTRUCTION, THE ACTUAL CONDITIONS ENCOUNTERED ON SITE MAY REQUIRE THE MODIFICATION OF INFORMATION CONTAINED HEREIN. ANY MODIFICATION OF THE INFORMATION CONTAINED HEREIN WILL BE SUBJECT TO APPROVAL OF G. BROWN

DESIGN, INC. AND RECORDED ON "AS BUILT" DRAWINGS.

10. ALL SITE WALLS TO HAVE DRAINS BEHIND WALL ROUTED TO STORM DRAIN SYSTEM OR SUITABLE AREA.

ACCESSIBLE ROUTES MUST NOT EXCEED FOLLOWING PARAMETERS:

1. FOR WALKWAY W/OUT HANDRAIL -

· 5% MAX. RUNNING SLOPE

· 2% MAX. CROSS SLOPE

2. FOR RAMPS -

· 8% MAX. RUNNING SLOPE

· 2% MAX. CROSS SLOPE

· 30 FOOT MAX. RAMP RUN BETWEEN LANDINGS

· 2% MAX. RUNNING AND CROSS SLOPES ON RAMP LANDINGS

· LANDINGS 5 FOOT MIN. AND WIDTH EQUAL TO WIDTH OF RAMP

3. SITE WALLS

· RETAINING WALLS ADJACENT TO WALKS SHALL NOT EXCEED

30" OF DROP UNLESS A GUARDRAIL IS INSTALLED. IF

ENCOUNTERED NOTIFY LANDSCAPE ARCHITECT OF

DISCREPANCY PRIOR INSTALLING WALL

CONTRACTOR SHALL VERIFY DIMENSIONS AND SLOPE CRITERIA IN

THE FIELD PRIOR TO PLACEMENT OF CONCRETE. NOTIFY

LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE

OF ANY AREAS NOT MEETING THESE PARAMETERS AND AWAIT FOR

DIRECTION PRIOR TO PROCEEDING.

KEY GRADING NOTES - - -

LG-101

GRADING PLAN

PREPARED FOR:

CONSULTANTS:

REVISIONS:

SHEET TITLE:

DATE:

SHEET NO:

DRAWN BY:

CHECKED BY:

JOB NO.:

STAMP

-0

_F t U ta h Pa rk C

Ds \C

\G ra di ng _F or t U ta h

Pa rk

_r ec ov er

.d w g jh en rie

-1

N . G

, U T

5-29-2026

JLH

MKW/JKW

U24-028

N D

- B

PROVO CITY

PARKS & RECREATION

1417 S. 350 E.

PROVO, UT 84606

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

MATHEW K.

WINWARD

NO.

5083714

NORTHSCALE: 1"= 20'

0 10 20 40

FULL SCALE 1"=20' (24X36)

AutoCAD SHX Text M

AutoCAD SHX Text s

AutoCAD SHX Text P

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text s s

XXXXX

X X

BASEBALL FIELDS

EXISTING FENCE

4518 45

1.5%

1.6%

1.5% 1.5%

1.5%

2.0%

2.0% 2.0%

2.0% 2.0% 2.0%2.0%

2.0% 2.0%

2.0%

2.0% 2.0%

2.0%

1.8%

2.0%

1.7%

1.9%

2.0%

1.7%2.0%2.8%

2.2%

2.6% 1.6%

2.0%

3.4%

3.5%

3.6%

1.5%

2.2%

1.5%

1.0%

1.4%

3.0%

1.0%

1.5%

6.3%

1.2%

1.0% 1.1%

1.2%

3.1%

4.3%

2.5%

1.2%

0.7%

1.2%

2.4% 5.5%

2.2%

4516.50

SHEET LG-102

SHEET LG-103A

1.6%

4518.23 EX

4518.17 EX

4518.21 EX

4518.26 EX

4518.17 EX

4518.16 EX

4519.98 EX

4518.81 EX

4518.41 EX

4518.38 EX

4517.01 EX

4519.60 EX

4519.63 EX

4519.20 EX

4519.68 EX

4519.72 EX

4519.82 EX

4518.11 EX

4517.81 BC

4519.50 TC

4520.58 TC

4520.88 TC

4519.30 TC

4518.57 EX

4518.25

4518.26 EX

4519.85 TC 4519.71 TC

4518.41 TC

4520.17 TC

4519.09 TC

4519.19 TC

4519.17 TC

4518.83 TC

4519.31 TC

4520.77 TC

4518.54

4518.65 TC

4518.56 TC

4519.31 TC

4519.51 TC

4521.30 TC

4521.39 TC

4518.05 TC

4517.60 TC/BC

4517.50

4517.87

4517.77 TC

4520.02 TC

4520.11 TC

4518.73 TC

4518.59 TC

4518.61 TC

4518.70 TC

4519.14 TC

4518.77 TC

4518.90 TC

4520.02 TC

4519.84 TC

4517.39

4517.80

4518.38 EX

4517.01 EX

4518.31 TC

4517.39 FH

4519.67 TC

4519.96 TC

4518.68 TC

4518.97 TC

4517.22 TC

4518.49 TC

4518.51 TC

4518.19 TC 4517.51 TC

4520.75 TC

4517.52 TC

4518.19 TC

4517.67 TC

4518.17 TC

4517.81 TC

4518.35 TC

4517.66 TC

4518.49 TC

4517.91 TC

4518.39 TC

4517.95 TC

4518.43 TC

4519.47 TC

4519.29 TC

4518.15 TC

4517.98

4519.33 TC

4519.07 TC

4519.88 TC

4519.58 TC

4519.83 TC

4519.42 TC

4520.07 TC HP

4520.06 TC

4520.70 TC 4519.69 TC

4520.41 TC

4520.35 TC

4519.10 TC 4518.60 TC

4519.11 TC

4518.42 TC

4518.16 TC

4519.24 TC

4518.19 TC

4519.06 TC

4519.80 TC

4519.78 TC

4518.91 TC/BC

4518.92 BC

4517.93 BC

4517.67 BC4519.46 BC

4520.27 BC

4520.80 BC

4518.81 BC

4520.89 BC

4519.61 BC

4518.27 BC

4518.20 BC

4519.52 BC

4518.23 BC

4517.65 BC

4517.81 BC

4517.30 BC

4518.09 BC

4519.01 BC

4518.64 BC

4519.00 BC

4519.21 BC

4518.09 BC

4520.38 BC

4520.02 BC

4517.99 BC

4517.02 BC

4517.69 BC

4517.17 BC

4517.31 BC

4517.41 BC

4517.45 BC4517.66 BC 4517.85 BC

4517.01 BC

4517.16 BC

4517.89 BC

4517.99 BC

4517.92 BC

4518.61 BC

4518.01 BC

4518.18 BC

4518.74 BC

4518.47 BC

4519.57 BC

4519.33 BC

4519.17 BC

4517.69 BC

4518.60 BC

4519.08 BC

4519.38 BC

4518.10 BC

4518.56 BC

4519.19 BC4520.20 BC

4519.91 BC

4519.56 BC

4519.85 BC

4518.83 BC

4518.57 BC

4518.81 BC

4518.85 TC/BC

4518.79 BC

4518.97 BC

4518.50 BC

4519.00 TC

4518.98 TC

4518.48 BC

4517.96 BC

4518.46 TC

4517.84 BC

4518.34 TC

4518.69 TC/BC

4518.87 TC/BC

4519.30 BC

4519.28 BC

4519.34 BC

4519.30 TC/BC

4519.52 BC

4519.48 TC/BC

4520.49 BC

4520.99 TC

4520.33 TC

4519.83 BC

4520.58 BC

4521.08 TC

4519.92 BC

4520.42 TC

4519.50 TC/BC

4519.42 TC/BC

4519.71 TC

4519.21 BC

4519.53 TC

4519.03 BC

4518.18 BC

4518.46 BC

4518.96 TC

4518.87 TC

4518.37 BC

4518.06

TC/BC

4518.45

4520.44 TC

4520.25 BC

4519.94 BC

4519.96 BC

4520.46 TC

4517.91 BC

4518.15 TC/BC

4518.11 BC

4518.40 BC

4518.99 BC4518.59 BC

4519.67 BC

4518.33 BC

4518.67 BC

4518.80 BC

4519.37 BC

4519.35 BC

4518.15 TC/BC

4518.85 BC

TC/BC

4518.71 TC

4518.21 BC

4519.35 TC

4518.82 TC/BC

4518.93 TC/BC

4518.00

4517.27 TC/BC

4517.67 TC/BC

4518.11

4517.50

4518.11

4517.65 BC

4517.95

4518.15 TC/BC

4517.75

4517.49 BC

4517.95 TC/BC

4518.04

4519.11 4518.96

4519.50 TC

4518.33

4517.00

SHEET LG-102

4519.11 TC

4518.61 BC

2.8%

4518.40 TC

4517.95 BC

1.7%

1.6%

4518.50

4517.50

4517.00

4517.50

4514.00

4518.00

4515.22

SHEET LG-101

SHEET LG-102

GRADING GENERAL NOTES

OWNER.

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

PERFORMED AT NO ADDITIONAL COST TO THE OWNER.

AT NO ADDITIONAL COST TO THE OWNER.

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 21, 2026.