5-105169 , 105170 105868 - AFI@4PS - PLANS.Sign.pdf

PROJECT LOCATION

BLUE MOUND RD

E HARMON RD

PROJECT LOCATION

N UNIVERSITY DR

JACKSBORO HWY

I-30/TOM LANDRY FWY

PROJECT LOCATION PROJECT LOCATION MANSFIELD HWY

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THE CITY OF FORT WORTH, TEXAS

MATTIE PARKER

MAYOR

JESUS "JAY" CHAPA

CITY MANAGER

XXXXXX

CARLOS M. GONZALEZ, PARK PLANNER

PARK & RECREATION DEPARTMENT

DATE:

CITY PROJECT NO. 105169, 105170 & 105868

ATHLETIC FIELD IMPROVEMENTS AT:

ROCKWOOD, ROLLING HILLS, NORTHWEST COMMUNITY, AND GATEWAY PARKS

PREPARED BY:

COUNCIL DISTRICTS: No. 11

MICHAEL OWEN, P.E., CITY ENGINEER

TRANSPORTATION & PUBLIC WORKS DEPARTMENT

DATE:

TERESA J. THOMASON, DEPUTY DIRECTOR

PARK & RECREATION DEPARTMENT

DATE:

JUNE 2026

X X

X X

X

X X

SHEET INDEX

DESCRIPTIONSHEET NO.

UNIT I: GATEWAY PARK IMPROVEMENTS

EXISTING CONDITIONS & SURVEY CONTROL

REMOVALS

SOFTBALL FIELD IMPROVEMENTS

IRRIGATION SHEETS

ELECTRICAL SHEETS

5-6 7-8 9-10

11-12 13-14

COVER SHEET

GENERAL NOTES & LEGEND

QUANTITY SHEET

2-3

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PARK SITE: ROCKWOOD, ROLLING HILLS, NORTHWEST COMMUNITY, GATEWAY

FUNDED BY: GENERAL CAPITAL PROJECT FUNDS 2024/2025

1 29

UNIT 2: ROLLING HILLS SOCCER COMPLEX IMPROVEMENTS

EXISTING CONDITIONS & ELECTRICAL PLAN SHEETS15-16

UNIT 3: ROCKWOOD PARK IMPROVEMENTS

EXISTING CONDITIONS & SURVEY CONTROL

REMOVALS

SOFTBALL FIELD IMPROVEMENTS

IRRIGATION SHEET

ELECTRICAL PLAN SHEET

UNIT 4: NORTHWEST COMMUNITY PARK IMPROVEMENTS

EXISTING CONDITIONS

SHADE STRUCTURE PLAN & DETAILS

DETAIL SHEET

ROCKWOOD IRRIGATION DETAILS

ROCKWOOD ELECTRICAL DETAILS

27-29

LOCATION MAP

1" = 3000'

LOCATION MAP

1" = 3000'

LOCATION MAP

1" = 3000'

LOCATION MAP

1" = 3000'

TEXAS REGISTERED ENGINEERING FIRM F-2614

1300 SUMMIT AVENUE, SUITE 300

FORT WORTH, TX 76102

(817)820-0420

GATEWAY PARK

751 Beach St

ROLLING HILLS PARK

2525 Joe B Rushing Rd

NORTHWEST COMMUNITY PARK

8375 Blue Mound Rd

ROCKWOOD PARK

701 N University Dr

STA

TE OF TEXAS

L ICENSED

PROFESS IONAL ENG IN

EE

R

ADAM T. GIBLIN

137032

06/10/2026

07/13/2026

JY

JY

SP

SP

Joel McElhany

Teresa Thomason (Jul 15, 2026 10:21:35 CDT) Teresa Thomason Teresa.Thomason@fortworthtexas.gov

07/16/2026 https://fortworthtexas.na1.adobesign.com/verifier?tx=CBJCHBCAABAATxnDC-JZX6fBs808I2P7ViIcXpJb2ss8 https://fortworthtexas.na1.adobesign.com/verifier?tx=CBJCHBCAABAATxnDC-JZX6fBs808I2P7ViIcXpJb2ss8 https://fortworthtexas.na1.adobesign.com/verifier?tx=CBJCHBCAABAATxnDC-JZX6fBs808I2P7ViIcXpJb2ss8 https://fortworthtexas.na1.adobesign.com/verifier?tx=CBJCHBCAABAATxnDC-JZX6fBs808I2P7ViIcXpJb2ss8 https://fortworthtexas.na1.adobesign.com/verifier?tx=CBJCHBCAABAATxnDC-JZX6fBs808I2P7ViIcXpJb2ss8 https://fortworthtexas.na1.adobesign.com/verifier?tx=CBJCHBCAABAATxnDC-JZX6fBs808I2P7ViIcXpJb2ss8

THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO

EXCAVATING AT EACH LOCATION:

CITY PROJECT # 105169, 105170 & 105868

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CITY OF FORT WORTH, TEXAS

ATHLETIC FIELD IMPROVEMENTS AT

ROCKWOOD, ROLLING HILLS, NORTHWEST COMMUNITY, AND GATEWAY PARKS

SHEET:DATE:SCALE:

NO.

DESCRIPTION DATE

REVISIONS

CONTACT INFORMATION

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DRAWN: AS SHOWN

DESIGNED:

TEXAS REGISTERED ENGINEERING FIRM

NO. F-2614

1300 SUMMIT AVENUE

SUITE 300

FORT WORTH, TEXAS 76102

WWW.LAN-INC.COM

(817) 820-0420

X - XXXXX

K - XXXX

HORIZONTAL & VERTICAL CONTROL

AT&T

FORT WORTH WATER DEPT.-FIELD OPERATIONS

FORT WORTH T&PW

ONCOR GAS & ELECTRIC

TXU ENERGY

ATMOS ENERGY

SPECTRUM

FRONTIER

FORT WORTH PARKS & COMMUNITY SERVICES DEPT.

ALL OTHER FACILITIES

1-800-878-8711

(817) 392-8296

(817) 392-8100

(817) 215-6214 1-800-233-2133

(817) 215-4366 1-855-707-7328 1-800-921-8101

(817) 392-5700

1-800-DIG-TESS (811)

REFER TO SURVEY CONTROL SHEET FOR CONTROL POINTS, BENCHMARKS, COORDINATES, &

SURVEY NOTES.

PROJECT CONTROL WAS SET BY ARS ENGINEERS, INC PROJECT NO. 106060 DATED 09/12/2025.

STATE OF TEXAS

L ICENSED

PROFESS I ONA L ENG I N

EE

R

ADAM T. GIBLIN

137032

GENERAL

JUNE 2026 2LAN

LAN

DIVISION 01 - GENERAL REQUIREMENTS

GENERAL:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE CITY AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION OR DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION AND FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THIS WORK SHALL BE CONSIDERED AS A SUBSIDIARY ITEM OF WORK, THE COST OF WHICH SHALL BE INCLUDED IN THE PRICE BID IN THE PROPOSAL FOR VARIOUS BID ITEMS. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED OWNERS (UTILITY COMPANIES) OR AGENCIES IN

WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.

A. NOTIFY TEXAS 811 (1-800-DIG-TESS OR WWW.TEXAS811.ORG) TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION.

B. CAUTION! BURIED ELECTRIC LINES MAY EXIST ALONG THIS PROJECT. CONTACT ELECTRICAL PROVIDERS 48 HOURS PRIOR TO EXCAVATION:

· ONCOR ELECTRIC DELIVERY 817-512-6422

· TRI-COUNTY-ELECTRIC COOPERATIVE 817-444-3201

· UNITED COOPERATIVE SERVICES 817-447-9292

C. CAUTION! BURIED GAS LINES MAY EXIST ALONG THIS PROJECT. CONTACT {GAS COMPANY} 48 HOURS PRIOR TO EXCAVATION, AND WITHIN TWO (2) HOURS

OF ENCOUNTERING A GAS LINE (LISA DEESE: 888-286-6700)

D. CAUTION! BURIED COMMUNICATION CABLES MAY EXIST ALONG THIS PROJECT. CONTACT COMMUNICATION COMPANIES 48 HOURS PRIOR TO EXCAVATION:

· AT&T 682-229-8410

· SPECTRUM 866-874-2389

· FRONTIER COMMUNICATIONS 817-394-0953

E. CAUTION! WHEN DOING WORK WITHIN 200 FEET OF ANY SIGNALIZED INTERSECTION, THE CONTRACTOR SHALL NOTIFY TRAFFIC MANAGEMENT DIVISION OF CITY OF FORT WORTH T/PW, 72 HOURS PRIOR TO EXCAVATION (REPRESENTATIVE'S NAME: XXX-XXX-XXXX). THE CONTRACTOR SHALL PROTECT EXISTING SIGNAL HARDWARE, GROUND BOXES, DETECTION LOOPS, AND UNDERGROUND CONDUIT AT SIGNALIZED INTERSECTIONS. ANY DAMAGES AT SIGNALIZED INTERSECTIONS SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT THE CITY AT 817-392-8100 TO PERFORM CONDUIT LINE LOCATES AT SIGNALIZED INTERSECTIONS 72 HOURS PRIOR TO COMMENCING WORK AT THE INTERSECTION.

F. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT WORTH PROJECT MANAGER 48 HOURS PRIOR TO THE START OF ANY EXCAVATION (ANTHONY RUIZ:

817-392-5700)

2. THE LOCATION OF ALL DRIVEWAYS, RETAINING WALLS, STRUCTURES, ETC. WHICH MAY BE SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT SIZE, LOCATION, ELEVATION, AND CONFIGURATION OF ALL STRUCTURES PRIOR TO CONSTRUCTION.

3. PROTECT CONCRETE CURB AND GUTTER, DRIVEWAYS, AND SIDEWALKS THAT ARE NOT DESIGNATED FOR REMOVAL. REMOVAL AND REPLACEMENT OF

THESE ITEMS SHALL BE AS DESIGNATED IN THE DRAWINGS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE GENERAL SAFETY AT AND ADJACENT TO THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF PUBLIC AND PRIVATE PROPERTY. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY SEWER FACILITIES TO AFFECTED PROPERTY OWNERS, IF NECESSARY PER SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS. NOT A SEPARATE PAY ITEM.

5. CONTRACTOR'S PERSONNEL SHALL HAVE IDENTIFYING CLOTHING, HATS OR BADGES AT ALL TIMES WHICH IDENTIFY THE CONTRACTOR'S NAME, LOGO OR

COMPANY.

6. THE CONTRACTOR SHALL DISTRIBUTE NOTICES (DOOR HANGER) TO ALL AFFECTED PROPERTY OWNERS PRIOR TO BEGINNING WORK ON EACH PROPERTY

PER SECTION 01 35 13.

7. THE CONTRACTOR SHALL VIDEO ALL POTENTIALLY IMPACTED PRIVATE PROPERTY AREAS PRIOR TO WORK. VIDEOS SHALL INCLUDE DATE, NOTATION, AND AUDIO IDENTIFICATION OF PROPERTY ADDRESS AND MAIN/LATERAL NAME AND STATION NUMBER. THIS PRE-CONSTRUCTION VIDEO OF IMPACTED PROPERTIES

SHALL BE CONSIDERED SUBSIDIARY WORK PER SECTION 01 32 33 PRECONSTRUCTION VIDEO.

8. CONTRACTOR'S PERSONNEL SHALL HAVE IDENTIFYING CLOTHING OR HATS AT ALL TIMES. THE CONTRACTOR SHALL ALSO HAVE IDENTIFICATION ON ALL

VEHICLES.

9. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 6:00 PM MONDAY THRU FRIDAY UNLESS APPROVED OR DIRECTED BY THE CITY.

AT THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE IN ACCORDANCE WITH SECTION 01 32 16, AND PROVIDE MONTHLY UPDATES ALONG WITH THE PROGRESS PAYMENT PER GENERAL CONDITIONS, SECTION 00 72 00, ARTICLE 6.04. ANY PROPOSED WORK BEYOND REGULAR WORKING HOURS WILL REQUIRE WRITTEN REQUEST BY THE CONTRACTOR PER GENERAL CONDITIONS, SECTION 00 72 00, ARTICLE 6.02.

10. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY INSPECTOR, CITY PROJECT MANAGER AT THE PRE-CONSTRUCTION MEETING FOR REVIEW. ANY CONSTRUCTION ACTIVITY, MATERIALS, ETC. THAT ARE IDENTIFIED BY THE CITY AS NON-COMPLIANT WITH THE STANDARD DETAILS AND SPECIFICATIONS SHALL BE REMOVED AND REPLACED WITH MATERIALS THAT CONFORM WITH THE STANDARD DETAILS AND SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE.

REFERENCE SECTION 01 33 00 SUBMITTALS AND SECTION 01 60 00 PRODUCT REQUIREMENTS, AND THE GENERAL CONDITIONS.

11. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS ADJACENT TO PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION PER SECTION 01 74 23. WORK ASSOCIATED WITH THIS ITEM IS CONSIDERED SUBSIDIARY TO VARIOUS ITEMS BID.

12. THE CONTRACTOR SHALL CLEAN UP AND RESTORE THE AREA OF OPERATIONS TO A CONDITION AS GOOD AS OR BETTER THAN THAT WHICH EXISTED PRIOR

TO WORK, PER SECTION 01 74 23.

13. PRIOR TO SCHEDULING THE PROJECT FINAL, THE CONTRACTOR SHALL PROVIDE REDLINES, CUT SHEETS, ELECTRONIC FILES (PDF, DWG, ETC.), CCTV VIDEO/REPORTS, LINER RESULTS, ETC., PIPE REPORT AND SERVICE REPORT PER SECTIONS 01 77 19, 01 78 39, AND 33 01 31 TO THE CITY FOR REVIEW, REVISIONS, AND FINAL ACCEPTANCE.

14. WHEN IT IS REQUIRED THAT A CONTRACTOR WORK OR ENTER PRIVATE PROPERTY, THE CONTRACTOR SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO CONSTRUCTION PER SECTION 01 11 00. EQUIPMENT OR MATERIALS SHALL NOT BE STORED ON PRIVATE PROPERTY UNLESS AND UNTIL THE SPECIFIED APPROVAL OF THE PROPERTY OWNER HAS BEEN SECURED IN WRITING BY THE CONTRACTOR AND A COPY FURNISHED TO THE CITY.

15. THE CONTRACTOR SHALL REMOVE FROM THE PROJECT AREA ALL SURPLUS MATERIAL. THIS SHALL BE INCIDENTAL AND NOT A SEPARATE PAY ITEM.

SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. SHALL BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY'S FLOOD PLAIN ADMINISTRATOR IF WITHIN THE CITY LIMITS. IF THE LOCATION IS NOT WITHIN THE CITY LIMITS, THE CONTRACTOR SHALL PROVIDE A LETTER STATING SO.

SURPLUS MATERIAL MAY NOT BE PLACED IN NATURAL DRAINAGE WAY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER AND THE CITY'S FLOOD PLAIN ADMINISTRATOR. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN THE AREAS WITHOUT WRITTEN PERMISSION, CONTRACTOR SHALL RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND SHALL REMOVE THE MATERIAL AT THEIR OWN COST.

16. COSTS ASSOCIATED WITH PROPOSED CONNECTIONS TO EXISTING FACILITIES SHALL BE INCLUDED IN EACH RESPECTIVE BID ITEM, IF NO SPECIFIC BID ITEM IS INCLUDED. NO SEPARATE PAY, EXCEPT AS SPECIFICALLY INDICATED WITHIN THESE PLANS OR THE CONTRACT DOCUMENTS, SHALL BE CONSIDERED.

17. CONTRACTOR SHALL CONTACT LOCAL SCHOOLS PRIOR TO BEGINNING CONSTRUCTION TO INFORM PRINCIPALS AND ADMINISTRATORS OF CONSTRUCTION IN THE AREA. A NOTE ON THE SCHOOL MARQUEE IS SUGGESTED TO INFORM PARENTS AND STUDENTS OF CONSTRUCTION, CONSTRUCTION DURATION, AND POSSIBLE ALTERNATIVE ROUTES AROUND CONSTRUCTION SITES. ONE LANE SHALL REMAIN OPEN AT ALL TIMES, AND ALL LANES OF TRAFFIC SHALL BE OPEN UP AT THE END OF EACH WORKDAY. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL SAFETY MEASURES IN THE VICINITY OF SCHOOL ZONES FOR THE

DURATION OF THE CONSTRUCTION PERIOD.

18. STREET USE PERMIT SHALL BE SUBMITTED PER SECTION 01 55 26 TO THE CITY INSPECTOR AND TPW FOR WORK IN CITY ROW.

19. THE CONTRACTOR SHALL REMOVE ALL FENCES, LOCATED WITHIN EASEMENTS, INTERFERING WITH CONSTRUCTION OPERATION AND PROVIDE TEMPORARY FENCING DURING CONSTRUCTION. REMOVED FENCES, WOODEN OR CHAIN LINK, SHALL BE REPLACED WITH A NEW FENCE OR UNDAMAGED ORIGINAL FENCING.

ALL AFFECTED PROPERTY OWNERS SHALL BE NOTIFIED PRIOR TO CONSTRUCTION. REMOVAL AND REPLACEMENT OF EXISTING AND TEMPORARY FENCES PER SECTION 01 11 00 SUMMARY OF WORK, SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT COST AND REFLECTED IN THE UNIT BID PRICES FOR VARIOUS

ITEMS LISTED IN THE PROPOSAL.

DIVISION 01 - GENERAL REQUIREMENTS

PARK & RECREATION DEPARTMENT NOTES:

THE CITY OF FORT WORTH PARK & RECREATION DEPARTMENT (PARD) PROVIDES GUIDELINES FOR WORK CONDUCTED WITHIN OR ADJACENT TO CITY PARKLAND AND LAND MAINTAINED BY PARD INCLUDING RIGHTS-OF-WAY, MEDIANS, ROUNDABOUTS, CORNER CLIPS, PARKWAYS, AND CITY FACILITIES.

CITY PARKS (FIELD OPERATIONS SUPPORT 817-392-6796)

1. PARKLAND CONVERSION: ANY PROPOSED UTILITY IMPROVEMENTS OUTSIDE OF RECORDED EASEMENTS WITHIN PARKLAND NECESSITATES A PARKLAND

CONVERSION IN ACCORDANCE WITH CHAPTER 26 OF THE TEXAS PARKS AND WILDLIFE CODE.

2. CONSTRUCTION ACTIVITIES: CONSTRUCTION EQUIPMENT, STAGING AREAS, MATERIAL STORAGE, AND MATERIALS TESTING ARE PROHIBITED ON PARKLAND

WITHOUT PRIOR WRITTEN APPROVAL FROM PARD.

3. PRE-CONSTRUCTION MEETING: BEFORE COMMENCING WORK ON PARKLAND, A MINIMUM 72-HOUR NOTICE IS REQUIRED TO SCHEDULE AN ON-SITE MEETING WITH FIELD OPERATIONS SUPPORT AT 817-392-6796 TO IDENTIFY PARD UTILITIES, TREE PROTECTION MEASURES, AND PARKLAND FENCING REQUIREMENTS.

4. PARKLAND PROTECTION: INSTALL FENCING ALONG THE PARK PROPERTY LINE TO SAFEGUARD THE PARKLAND THROUGHOUT THE CONSTRUCTION PERIOD.

REMOVE FENCING UPON PROJECT COMPLETION.

5. SITE RESTORATION: ALL DISTURBANCES TO EXISTING SOIL, VEGETATION, IRRIGATION SYSTEMS, OR EQUIPMENT MUST BE RESTORED TO

PRE-CONSTRUCTION CONDITIONS OR BETTER AT NO ADDITIONAL COST TO PARD.

6. SOIL REQUIREMENTS: THE SOIL MUST BE FREE OF CONSTRUCTION DEBRIS AND ROCKS 1 INCH OR LARGER. BACKFILL WITH CLEAN SOIL BEFORE SEEDING OR SODDING (REFER TO FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 32 91 19 - TOPSOIL, 32 92 13 - SODDING, AND 32 92 14 -

NON-NATIVE SEEDING).

7. TURF INSTALLATION: TURF INSTALLATION MUST ADHERE TO THE CITY OF FORT WORTH (CFW) STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 32

92 13 - SODDING AND/OR 32 92 14 - NON-NATIVE SEEDING.

8. MATERIAL CERTIFICATIONS: UPON REQUEST, THE CONTRACTOR MUST PROVIDE PARD WITH COPIES OF CERTIFICATIONS FOR SOIL, SOD, SEEDING, AND HYDROMULCHING PRIOR TO INSTALLATION, ALONG WITH THE DELIVERY TICKET (REFER TO FORT WORTH STANDARD CONSTRUCTION SPECIFICATION

DOCUMENTS 32 92 13 AND 32 92 14).

9. EROSION CONTROL REMOVAL: ALL EROSION CONTROL MATERIALS AND FENCING, INCLUDING SILT FENCE AND TREE PROTECTION, MUST BE REMOVED

UPON PROJECT COMPLETION.

CITY TREES (CITY FORESTER 817-392-5729 OR 817-392-5739)

10. PER CHAPTER 33, PARK & RECREATION-FORESTRY SECTION (PARD-FORESTRY) HAS JURISDICTION OVER TREES ON CITY-OWNED PROPERTY INCLUDING RIGHT-OF-WAY. APPROVAL OF PLANS DOES NOT CONSTITUTE APPROVAL TO PROCEED WITH WORK UNTIL CORRESPONDING PERMIT HAS BEEN ISSUED.

PERMITS FOR REMOVAL, PLANTING OR PRUNING OF CITY-OWNED TREES SHALL BE OBTAINED FROM PARD-FORESTRY. PRUNING REQUIRED FOR PRECONSTRUCTION PURPOSES REQUIRES THE UTILIZATION OF AN ISA-CERTIFIED ARBORIST, AS STATED IN THE PERMIT, AT NO EXPENSE TO PARD. CONTACT PARD-FORESTRY: WWW.FORTWORTHTEXAS.GOV/DEPARTMENTS/PARKS/SERVICES/FORESTRY OR CITYTREEPERMITS@FORTWORTHTEXAS.GOV OR

817-392-5729 OR 817-392-5739.

A. TREE PROTECTION SHALL BE PUT IN PLACE BEFORE GRADING/CONSTRUCTION BEGINS, BE INSPECTED BY CITY FORESTER AND REMAIN UNTIL COMPLETION

OF THE PROJECT.

I. 4-FOOT TALL, CHAIN LINK FENCING INSTALLED AT THE TREE DRIPLINE WITH BILINGUAL SIGN ON PROTECTIVE FENCING IN ENGLISH AND SPANISH THAT READS, “KEEP OUT, TREE PROTECTION AREA” (!NO ENTRE, ÁREA DE PROTECCIÓN DE ÁRBOLES!).

II. NO ENTRY, GRADING, EXCAVATION, PARKING OR STORING OF EQUIPMENT OR SUPPLIES INSIDE THE PROTECTIVE TREE FENCING WITHOUT CITY FORESTER

APPROVAL.

III. ALL WORK INSIDE PROTECTIVE TREE FENCING TO BE DONE BY HAND, UNLESS PRIOR APPROVAL GIVEN BY CITY FORESTER.

IV. ROOTS 2-INCH OR LARGER SHALL NOT BE CUT WITHOUT CITY FORESTER APPROVAL. ROOTS SHALL BE CLEAN CUT WITH A SAW.

V. ALL CUTS ON OAK TREES, INCLUDING ROOTS, SHALL BE PAINTED WITH GENERAL PURPOSE SPRAY PAINT WITHIN 30 MINUTES OF EXPOSURE TO PREVENT

OAK WILT SPREAD.

B. ASSESSMENT OF DAMAGES TO TREES

I. THE CONTRACTOR WILL CHECK TREES IN THE CONTRACT AREA BEFORE CONTRACT WORK BEGINS, ANY DAMAGE WILL BE NOTED AND REPORTED TO THE

CONTRACT ADMINISTRATOR.

II. THE CONTRACT ADMINISTRATOR WILL CONDUCT RANDOM CHECKS OF THE TREES DURING THE CONTRACT PERIOD.

III. A CHECK OF ALL TREES MAY BE MADE AT THE END OF THE CONTRACT PERIOD. CITY FORESTER, CONTRACT ADMINISTRATOR, AND CONTRACTOR WILL

ATTEND THE INSPECTION.

IV. DAMAGES SHALL BE DOCUMENTED BY MEMO TO THE CITY FORESTER WITH COPY TO CONTRACT FILE AND THE CONTRACTOR.

V. CONTRACTOR MAY HAVE THE OPTION OF REPLACEMENT OR PAYMENT FOR SEVERELY DAMAGED TREES AT A LOCATION TO BE DESIGNATED BY PARD.

REPLACEMENT SHALL BE MADE ON A CALIPER INCH PER CALIPER INCH BASIS WITH A MINIMUM SIZE OF REPLACEMENT TREE OF 2-INCH IN CALIPER FOR TREES DAMAGED OR REMOVED WHICH ARE LESS THAN 30-INCH DBH AND 2-INCH PER INCH FOR TREES WHICH ARE 30-INCH DBH OR GREATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLANTING, WATERING, MULCHING AND MAINTENANCE OF REPLACEMENT TREES FOR A PERIOD OF NOT LESS THAN 2-YEARS.

ANY TREE THAT DOES NOT SURVIVE THE 2-YEAR ESTABLISHMENT PERIOD SHALL BE COMPENSATED FOR BY THE CONTRACTOR TO TREE FUND AT A RATE OF

$200 PER CALIPER INCH.

VI. SLIGHT DAMAGE SHALL BE DEFINED, IN THE OPINION OF THE CITY FORESTER, AS DAMAGE THAT MAY COMPARTMENTALIZE. EXAMPLES INCLUDE BUT ARE NOT LIMITED TO: SCARRING OF THE TRUNK INTO THE CAMBIAL LAYER Y ' TO 2-INCH IN WIDTH, BUT LESS THAN 1/3 TRUNK CIRCUMFERENCE; OR BREAKING OF LIMBS LESS THAN 2-INCH IN DIAMETER OR LIMBS LESS THAN 1 /3 TRUNK CALIPER, WHICHEVER IS LESS. SLIGHT DAMAGE SHALL ALSO INCLUDE: REMOVAL OR LAYING DOWN OF PROTECTIVE TREE FENCING PRIOR TO END OF CONSTRUCTION; STORING EQUIPMENT OR SUPPLIES WITHIN THE CRITICAL ROOT ZONE (CRZ);

OR DISPOSING OF PAINT OR CONCRETE WITHIN THE CRZ, BUT NOT CLOSER TO THE TRUNK THAN 50% RADIUS OF THE CRZ. SLIGHT DAMAGE TO TREES SHALL BE ASSESSED AT A RATE OF $100.00 FOR EACH INSTANCE. EACH DAY TREE FENCING IS NOT PROPERLY PLACED, EQUIPMENT OR SUPPLIES ARE STORED WITHIN

CRZ, OR FILL IS STORED WITHIN THE CRZ SHALL BE CONSIDERED ONE INSTANCE.

VII. MODERATE DAMAGE SHALL BE DEFINED, IN THE OPINION OF THE CITY FORESTER, AS DAMAGE THAT CONTRIBUTES TO THE POOR HEALTH AND REDUCED LONGEVITY OF THE TREE. EXAMPLES INCLUDE, BUT ARE NOT LIMITED TO: SCARRING OF THE TRUNK INTO THE CAMBIAL LAYER GREATER THAN 2-INCH, BUT LESS THAN 1/3 THE TRUNK CIRCUMFERENCE; OR BREAKING OF LIMBS MORE THAN 2-INCH IN DIAMETER, BUT LESS THAN 1/3 TRUNK CALIPER. MODERATE DAMAGE SHALL ALSO INCLUDE: COMPACTION OF SOIL; GRADING OR FILLING IN 20% OF THE CRZ ON 1 OF 4 SIDES, BUT OUTSIDE THE 50% RADIUS OF THE CRZ; OR DISPOSING OF PAINT OR CONCRETE WITHIN 50% RADIUS OF THE CRZ. MODERATE DAMAGES SHALL BE CALCULATED AT A RATE OF % THE ASSESSED VALUE OF

THE TREE PER EACH INSTANCE OF DAMAGE.

VIII. SEVERE DAMAGE OR REMOVAL OF TREES IS SUBJECT TO PENALTY OF $200 PER DIAMETER INCH OF TREES REMOVED OR DAMAGED FOR TREES LESS THAN 30-INCH DBH OR $400 PER DIAMETER INCH FOR TREES 30-INCH DBH OR GREATER. SEVERE DAMAGE OR REMOVAL SHALL INCLUDE, BUT IS NOT LIMITED TO:

SCARRING OF THE TRUNK TO THE CAMBIAL LAYER GREATER THAN 1/3 THE TRUNK CIRCUMFERENCE; UPROOTING OR CAUSING A TREE TO LEAN; OR DAMAGE TO A SCAFFOLDING BRANCH OR ANY BRANCH GREATER THAN 1/3 OF TRUNK CALIPER. SEVERE DAMAGE SHALL ALSO INCLUDE: COMPACTION OF SOIL, GRADING OR FILLING MORE THAN 20% OF THE CRZ, OR WITHIN 50% RADIUS OF THE CRZ, OR ON MORE THAN ONE OF 4 SIDES. CUTTING 1/3 OF THE BUTTRESS ROOTS WITHIN 3 TIMES THE DISTANCE OF THE DBH OF THE TRUNK, OR CUTTING 4 ROOTS 4-INCH OR GREATER IN DIAMETER WITHIN 4-FEET OF THE TRUNK SHALL ALSO BE

CONSIDERED SEVERE DAMAGE.

IX. BRANCHES SHALL BE MEASURED AT THE POINT OF ATTACHMENT OR AT THE LATERAL TO WHICH THE BRANCH WOULD BE PRUNED BACK TO ACCORDING TO ANSI STANDARDS. TREES CALIPER SHALL BE MEASURED ACCORDING TO ACCEPTED INDUSTRY STANDARDS. TREES GREATER THAN 6-INCH IN CALIPER SHALL BE MEASURED USING DIAMETER AT BREAST HEIGHT (DBH). TREES THAT MUST BE REMOVED DUE TO DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REMOVED BY THE FORESTRY SECTION'S TREE REMOVAL CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

X. ALL DAMAGES SHALL BE PAID TO THE CITY TREE FUND. FAILURE TO REPLACE OR PAY FOR DAMAGED TREES SHALL RESULT IN A BREACH OF CONTRACT AND THE CONTRACTOR WILL BE AUTOMATICALLY ASSESSED DAMAGES. DAMAGES AS DESCRIBED HEREIN SHALL BE DEDUCED FROM PAYMENTS OTHERWISE

DUE THE CONTRACTOR.

RIGHT-OF-WAY (INCLUDING PARKWAYS, MEDIANS, CORNER CLIPS, ROUNDABOUTS) MAINTAINED BY PARD (PARK PLANNER 817-392-5479)

GENERAL NOTES & LEGEND 1 OF 2

06/10/2026

CP

T

WM

W

WV

FH

CO

G

TV

CROSS WALK SIGN

DEAD END SIGN

DO NOT ENTER SIGN

DIP AHEAD SIGN

EB

EV

E

FDC

FLAG POLE

GM

G

GTS

HCAP SIGN

HWAY SIGN

SD

MB

WW

MH

MONUMENT FOUND

MW

NAIL FOUND

NO DUMPING SIGN

NO OUTLET SIGN

NO PARKING SIGN

ONE WAY SIGN

PB

RR SIGN

SB

S

SIGNAL

SPEED LIMIT SIGN

WWWWMH

STOP SIGN

SCHOOL ZONE SIGN

TEMP BM

TP

VT

FAUCET

X-CUT FOUND

CROSSING SIGN

Y-CUT FOUND

YARD LIGHT

YIELD SIGN

EXISTING LEGEND:

SYMBOLS

BUSH

CLEANOUT

CONTROL POINT

CABLE TELEVISION PEDESTAL

CROSS WALK SIGN

DEAD END SIGN

DO NOT ENTER SIGN

DIP AHEAD SIGN

EASEMENT INFO.

ELECTRIC BOX

ELECTRIC METER

ELECTRIC MANHOLE

FIRE DEPT. CONNECTION

FIRE HYDRANT

FLAG POLE

GAS METER

GAS MANHOLE

GAS TEST STATION

GUY WIRE

GAS VALVE

HANDICAP SIGN

HIGHWAY SIGN

IRRIGATION CONTROL VALVE

STORM DRAIN INLET LID

LIGHT POLE

MAIL BOX

UTILITY MANHOLE

MONUMENT FOUND

MONITORING WELL

NAIL FOUND

NO DUMPING SIGN

NO OUTLET SIGN

NO PARKING SIGN

ONE WAY SIGN

PULL BOX

POST

POWER POLE

PROPERTY INFO.

RAILROAD SIGN

SIGNAL BOX

STORM DRAIN MANHOLE

SPRINKLER HEAD

SIGNAL POLE

SPEED LIMIT SIGN

SIGN

WASTEWATER MANHOLE

STOP SIGN

SPRINKLER VALVE

SCHOOL ZONE SIGN

LINEWORK

BUILDING OUTLINE

CABLE TELEVISION LINE

FIBER OPTIC LINE

TELEPHONE LINE

BARB WIRE FENCE

CHAINLINK FENCE

CHAINLINK FENCE GATE

WROUGHT IRON FENCE

NATURAL GAS LINE

UNDERGROUND ELECTRIC LINE

OVERHEAD ELECTRIC LINE

PROPERTY BUFFER LINE

EASEMENT LINE

PROPERTY LOT LINE

RIGHT-OF-WAY LINE

PROPERTY SETBACK LINE

ASPHALT PAVEMENT EDGE

PAVEMENT CENTER LINE

CHAINLINK FENCE

BRICK PAVEMENT

TEMPORARY BENCHMARK

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

UTILITY VAULT

WATER FAUCET

WATER METER

WATER MANHOLE

WATER VALVE

X-CUT FOUND

CROSSING SIGN

Y-CUT FOUND

YARD LIGHT

YIELD SIGN

No.

No.

ICV

THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO

EXCAVATING AT EACH LOCATION:

CITY PROJECT # 105169, 105170 & 105868

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A g u ila r

CITY OF FORT WORTH, TEXAS

ATHLETIC FIELD IMPROVEMENTS AT

ROCKWOOD, ROLLING HILLS, NORTHWEST COMMUNITY, AND GATEWAY PARKS

SHEET:DATE:SCALE:

NO.

DESCRIPTION DATE

REVISIONS

CONTACT INFORMATION

C

PN

9, AT

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LE

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XX

XX

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XX

X

DRAWN: AS SHOWN

DESIGNED:

TEXAS REGISTERED ENGINEERING FIRM

NO. F-2614

1300 SUMMIT AVENUE

SUITE 300

FORT WORTH, TEXAS 76102

WWW.LAN-INC.COM

(817) 820-0420

X - XXXXX

K - XXXX

HORIZONTAL & VERTICAL CONTROL

AT&T

FORT WORTH WATER DEPT.-FIELD OPERATIONS

FORT WORTH T&PW

ONCOR GAS & ELECTRIC

TXU ENERGY

ATMOS ENERGY

SPECTRUM

FRONTIER

FORT WORTH PARKS & COMMUNITY SERVICES DEPT.

ALL OTHER FACILITIES

1-800-878-8711

(817) 392-8296

(817) 392-8100

(817) 215-6214 1-800-233-2133

(817) 215-4366 1-855-707-7328 1-800-921-8101

(817) 392-5700

1-800-DIG-TESS (811)

REFER TO SURVEY CONTROL SHEET FOR CONTROL POINTS, BENCHMARKS, COORDINATES, &

SURVEY NOTES.

PROJECT CONTROL WAS SET BY ARS ENGINEERS, INC PROJECT NO. 106060 DATED 09/12/2025.

STATE OF TEXAS

L ICENSED

PROFESS I ONA L ENG I N

EE

R

ADAM T. GIBLIN

137032

GENERAL

GENERAL NOTES & LEGEND 2 OF 2

JUNE 2026 3LAN

LAN

LANDSCAPING AND IRRIGATION ON ROADWAY RIGHT-OF-WAY DEVELOPER PROJECTS (PARK PLANNER 817-392-5479) THE FORT WORTH PARK & RECREATION DEPARTMENT (PARD) DOES NOT MAINTAIN IRRIGATION SYSTEMS, TREE GRATES, NON-GRASS/TREE PLANT MATERIAL, OR AMENITIES (E.G., TRASH CANS, BIKE RACKS, BENCHES) INSTALLED IN THE PUBLIC RIGHT-OF-WAY (ROW) BY PRIVATE PROPERTY OWNERS TO MEET

DEVELOPMENT SERVICES' ZONING REQUIREMENTS.

11. AGREEMENTS: THESE INSTALLATIONS REQUIRE EITHER AN ENCROACHMENT AGREEMENT (ADJACENT PROPERTY OWNER OWNS AND MAINTAINS THE ITEMS IN THE ROW) OR A MAINTENANCE AGREEMENT (CITY OWNS THE ITEMS AFTER ACCEPTANCE, BUT THE ADJACENT PROPERTY OWNER MAINTAINS THEM).

12. APPLICATIONS: APPLICATION MUST BE SUBMITTED BEFORE THE PRE-CONSTRUCTION MEETING TO AVOID PROJECT DELAYS AT THE FINAL APPROVAL

STAGE.

13. CONTACT: DEVELOPMENT SERVICES' CONTRACT MANAGEMENT OFFICE DEVCFA_PROJECTS@FORTWORTHTEXAS.GOV HTTPS://WWW.FORTWORTHTEXAS.GOV/DEPARTMENTS/DEVELOPMENT-SERVICES/CONTRACT-MANAGEMENT-OFFICE

CITY CAPITAL PROJECTS (PARK PLANNER 817-392-5734)

14. TURF INSTALLATION: SEE ROW NOTES.

15. MAINTENANCE AND WARRANTY: ALL PLANTING MATERIALS ON CITY CAPITAL PROJECTS REQUIRE A TWO-YEAR WARRANTY. A MAINTENANCE BOND IS REQUIRED FOR ALL LANDSCAPING MATERIALS, INCLUDING HARDSCAPES, IRRIGATION, AND PLANTINGS (EXCLUDING TURF).

16. INSPECTION: PLANT IDENTIFICATION TAGS MUST REMAIN ON ALL PLANT MATERIALS FOR PARD INSPECTION. CONTACT PARD 72 HOURS IN ADVANCE TO

SCHEDULE INSPECTIONS OF TREES AND LANDSCAPE PLANTINGS.

17. REPORTS: SUBMIT MONTHLY LANDSCAPE AND IRRIGATION MAINTENANCE REPORTS TO THE CITY PROJECT MANAGER. REPORT SHOULD INCLUDE

MAINTENANCE ACTIVITIES, INSPECTIONS, AND PHOTOS.

18. IRRIGATION: IRRIGATION SYSTEMS MUST ADHERE TO THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) TITLE 30, TEXAS ADMINISTRATIVE CODE (TAC) CHAPTER 344, RULES FOR LANDSCAPE IRRIGATION AND FORT WORTH ORDINANCE NUMBER 18444-01-2009.

A. ANY IRRIGATION SYSTEM CONNECTED TO A PUBLIC OR PRIVATE POTABLE WATER SUPPLY REQUIRES AN APPROVED BACKFLOW PREVENTION ASSEMBLY, WHICH MUST BE TESTED UPON INSTALLATION OR REPAIR BY A LICENSED BACKFLOW PREVENTION ASSEMBLY TESTER (BPAT) REGISTERED WITH THE CITY OF FORT WORTH WATER DEPARTMENT. CONTACT DEVELOPMENT SERVICES CUSTOMER SERVICES AT 817-392-2222.

B. INSTALLATION OF TREES AND PLANTING MATERIALS CAN COMMENCE ONLY AFTER IRRIGATION LINES HAVE BEEN INSPECTED, APPROVED, AND A "GREEN

TAG" HAS BEEN ISSUED.

C. IF AN EXISTING MEDIAN IS ALTERED, CONTACT PARD 72 HOURS BEFORE IRRIGATION INSTALLATION TO SCHEDULE INSPECTION OF ALL IRRIGATION LINES, DEPTH, AND PRESSURE BEFORE BACKFILLING.

DIVISION 02 - EXISTING CONDITIONS

1. NO SEPARATE PAY ITEM WILL BE MADE FOR THE REMOVAL AND DISPOSAL OF EXISTING PUBLIC FACILITIES (PIPES, VALVES, ETC.) WITHIN A PROPOSED UTILITY TRENCH UNLESS OTHERWISE INDICATED WITHIN THE PROJECT SPECIFICATIONS. ITEMS TO BE REMOVED OR ABANDONED OUTSIDE OF A PROPOSED

UTILITY TRENCH SHALL BE PAID AS A SEPARATE PAY ITEM PER SECTION 02 41 14.

2. CONTRACTOR SHALL PROTECT CONCRETE CURB AND GUTTER, DRIVEWAYS, AND SIDEWALKS THAT ARE NOT DESIGNATED FOR REMOVAL. REMOVAL AND

REPLACEMENT OF THESE ITEMS SHALL BE AS DESIGNATED.

3. THE CONTRACTOR SHALL PRESERVE AND PROTECT OR REMOVE AND REPLACE WHEN SHOWN ON THE PLANS (WITH PRIOR APPROVAL OF CITY PARKS AND COMMUNITY SERVICES AND/OR AFFECTED PROPERTY OWNERS) ALL TREES, SHRUBS, HEDGES, RETAINING WALLS, LANDSCAPING, BUILDINGS, WALKS, ETC. IN OR NEAR PROPOSED CONSTRUCTION AREA. IF SPECIFIC BID ITEM(S) ARE NOT INCLUDED, THIS WORK SHALL BE CONSIDERED INCIDENTAL AND NOT A

SEPARATE PAY ITEM.

4. WHERE APPLICABLE, TWO (2) PERMANENT PAINTED DRIVE ADDRESSES MUST BE INSTALLED AT THE BASE OF THE CURB ON EACH SIDE OF EVERY DRIVEWAY. ADDRESS SIGNS SHALL BE POSTED IN A POSITION TO BE PLAINLY VISIBLE AND LEGIBLE. NUMBERS SHALL BE AT LEAST 3-INCHES IN HEIGHT AND

CONTRAST.

5. CONTRACTOR SHALL NOT CRACK, BREAK, MAR, OR OTHERWISE DAMAGE TILE STREET NAME MARKERS. IN THE EVENT A TILE STREET NAME MARKER IS LOCATED IN AN AREA OF CONSTRUCTION AND CANNOT BE PROTECTED, CONTRACTOR SHOULD REMOVE THE SECTION OF CURB AND GUTTER CONTAINING THE FULL TILE STREET NAME MARKER. CONTRACTOR SHALL REPLACE THE FULL SECTION OF THE CURB AND STREET MARKER.

DIVISION 03 - CONCRETE

1. HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER, BLOCKING SHALL BE CONSTRUCTED AND SHOP DRAWINGS

SUBMITTED TO THE CITY INSPECTOR FOR REVIEW, IN ACCORDANCE WITH SECTION 03 30 00.

2. CONTRACTOR SHALL PROVIDE A TEMPORARY CONCRETE WASHOUT BASIN FOR SAFELY AND RESPONSIBLY DISPOSING OF SURPLUS CONCRETE FROM MIXING TRUCKS, PUMPS AND CHUTES WITHOUT HARMING THE ENVIRONMENT OR VIOLATING CONSTRUCTION REGULATIONS.

DIVISION 31 - EARTHWORK

1. THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON

REQUEST.

2. EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, OR IN CHANNELS, DRAINAGE WAYS, OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGE WAYS, AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES.

3. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. THE CONTRACTOR SHALL USE SEDIMENT FILTERS OR OTHER MEASURES APPROVED BY THE ENGINEER AND CONSTRUCTION MANAGER TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM CLOGGING STORM SEWER PIPES OR PROPOSED OR EXISTING INLETS, OR FROM BEING TRANSPORTED TO ADJACENT PROPERTIES AND STREET RIGHT-OF-WAYS. ALL EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO SITE DISTURBANCE AND SHALL REMAIN IN PLACE UNTIL FINAL GRADING AND

PAVING IS COMPLETE AND PERMANENT SOIL STABILIZATION IS ACHIEVED.

4. CONSTRUCTION OPERATIONS SHALL BE MANAGED SO THAT AS MUCH OF THE SITE AS POSSIBLE IS LEFT COVERED WITH EXISTING TOPSOIL AND

VEGETATION.

5. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH. SODDING OR SEEDING SHALL BE PER SECTIONS 32 92 13 “SODDING”

OR 32 92 14 “NON-NATIVE SEEDING”, RESPECTIVELY.

6. CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION TRAFFIC UTILIZES THE STABILIZED ENTRANCE AT ALL TIMES FOR INGRESS AND EGRESS TO THE SITE.

7. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY SHALL BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE TO A PUBLIC ROADWAY, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR TRACKING ONTO PUBLIC ROADS SHALL BE PAID BY THE CONTRACTOR.

8. CONTRACTOR IS RESPONSIBLE FOR PROPER MAINTENANCE OF THE REQUIRED EROSION CONTROL DEVICES THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. EROSION CONTROLS SHALL BE REPAIRED OR REPLACED AS INSPECTION DEEMS NECESSARY, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.

ACCUMULATED SILT IN ANY EROSION CONTROL DEVICE SHALL BE REMOVED AND SHALL BE DISTRIBUTED ON SITE IN A MANNER NOT CONTRIBUTING TO ADDITIONAL SILTATION. THE CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH IS DISTURBED.

9. BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF CONSTRUCTION AND OTHER ITEMS ESTABLISHED BY THE PLANS. THE CONTRACTOR SHALL PROTECT AND PRESERVE CONTROL POINTS AT ALL TIMES DURING THE COURSE OF THE PROJECT. THE GRADING CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK.

10. CONTRACTOR STAGING AREA TO BE AGREED UPON BY OWNER PRIOR TO BEGINNING CONSTRUCTION.

11. TAKE APPROPRIATE MEASURES TO PRESERVE WILDLIFE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL GUIDELINES.

DIVISION 32 - EXTERIOR IMPROVEMENTS

GENERAL:

1. AT LOCATIONS WHERE THE CURB AND GUTTER ARE TO BE REPLACED, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE RE-ESTABLISHMENT OF EXISTING STREET AND GUTTER GRADES. IF BID ITEM FROM CONSTRUCTION STAKING IS NOT INCLUDED, ESTABLISHMENT OF GRADES SHALL BE CONSIDERED AS A SUBSIDIARY ITEM OF WORK, THE COST OF WHICH SHALL BE INCLUDED IN THE PRICE BID IN THE PROPOSAL FOR VARIOUS BID

ITEMS.

2. ALL DRIVEWAYS, WHICH ARE OPEN CUT, SHALL HAVE AT LEAST A TEMPORARY DRIVING SURFACE AT THE END OF EACH DAY. THE TEMPORARY SURFACE SHALL BE CONSIDERED AS A SUBSIDIARY ITEM OF WORK. THE COST OF WHICH SHALL BE INCLUDED IN THE PRICE BID IN THE PROPOSAL FOR VARIOUS BID

ITEMS.

CONTRACTOR SHALL VERIFY WITH CITY PROJECT MANAGER THE LOCATION OF ALL CITY OWNED PARKLAND ASSOCIATED WITH AND ADJACENT TO THE PROJECT AND CITY OWNED LAND THAT IS MAINTAINED BY PARD. ADDITIONALLY, THE CONTRACTOR MAY NEED A SEPARATE AGREEMENT IN ORDER TO ACCESS CITY PARKLAND FOR STAGING AND/OR CONSTRUCTION. CONTACT PARK PLANNER AT 817-392-5764 TO VERIFY NEED FOR SEPARATE AGREEMENT.

SIDEWALKS AND CURB RAMPS:

1. THE CURB RAMP STANDARD DETAILS ARE INTENDED TO SHOW TYPICAL LAYOUTS FOR THE CONSTRUCTION OF THE CURB RAMPS. THE INFORMATION SHOWN ON THE STANDARD DETAILS MEET THE REQUIREMENTS SHOWN IN THE “2012 TEXAS ACCESSIBILITY STANDARDS” (TAS) AND THE “2010 ADA STANDARDS

FOR ACCESSIBLE DESIGN” BY THE DEPARTMENT OF JUSTICE.

2. THE CONTRACTOR MAY NOT MAKE CHANGES TO THE SIDEWALK AND CURB RAMP LAYOUT WITHOUT APPROVAL OF THE CITY. THE CONTRACTOR MAY PROPOSE CHANGES TO THE SIDEWALK AND CURB RAMP LAYOUT DUE TO FIELD CONDITIONS, BUT ANY PROPOSED CHANGES MUST BE APPROVED BY THE CITY.

3. LANDINGS SHALL BE PROVIDED AT THE TOP OR BOTTOM OF CURB RAMPS, AS SHOWN ON DRAWINGS. THE LANDING CLEAR LENGTH SHALL BE 5 FEET MINIMUM FROM THE END OF RAMP. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARES. THE LANDING SHALL

HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.

4. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 5% (20:1) IN

ANY DIRECTION.

5. CONTRACTOR SHALL PROTECT CONCRETE CURB AND GUTTER, DRIVEWAYS, AND SIDEWALKS THAT ARE NOT DESIGNATED FOR REMOVAL. REMOVAL AND REPLACEMENT OF THESE ITEMS SHALL BE AS DESIGNATED. AT LOCATIONS WHERE THE CURB AND GUTTER ARE TO BE REPLACED, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE RE-ESTABLISHMENT OF EXISTING STREET AND GUTTER GRADES. ESTABLISHMENT OF GRADE SHALL BE PERFORMED PRIOR TO CONSTRUCTION AND IS NOT A SEPARATE PAY ITEM, BUT SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT PRICE.

6. ALL DRIVEWAYS, SHALL HAVE AT LEAST A TEMPORARY RIDING SURFACE AT THE END OF EACH DAY. THE TEMPORARY SURFACE WILL BE CONSIDERED A

NON-PAY ITEM.

7. CONTRACTOR SHALL SAW CUT EXISTING CURB AND GUTTER, PAVEMENT, DRIVEWAYS, SIDEWALKS AT AREAS WHERE PAVEMENT OR CONCRETE IS TO BE

REMOVED. SAW CUTTING SHALL BE CONSIDERED SUBSIDIARY TO THE ITEM BEING INSTALLED.

CONTRACTOR SHALL PROVIDE COMPACTED SUBGRADE AS NEEDED TO REPAIR DAMAGED DRIVES, STREETS, WALKS, AND PATIOS.

CITY PROJECT # 105169, 105170 & 105868

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CITY OF FORT WORTH, TEXAS

ATHLETIC FIELD IMPROVEMENTS AT

ROCKWOOD, ROLLING HILLS, NORTHWEST COMMUNITY, AND GATEWAY PARKS

SHEET:DATE:SCALE:

NO.

DESCRIPTION DATE

REVISIONS

CONTACT INFORMATION

C

PN

9, AT

H

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Y, A N

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AT

EW

AY

P

AR

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X -X

XX

XX

, K -X

XX

X

DRAWN: AS SHOWN

DESIGNED:

TEXAS REGISTERED ENGINEERING FIRM

NO. F-2614

1300 SUMMIT AVENUE

SUITE 300

FORT WORTH, TEXAS 76102

WWW.LAN-INC.COM

(817) 820-0420

X - XXXXX

K - XXXX

HORIZONTAL & VERTICAL CONTROL

AT&T

FORT WORTH WATER DEPT.-FIELD OPERATIONS

FORT WORTH T&PW

ONCOR GAS & ELECTRIC

TXU ENERGY

ATMOS ENERGY

SPECTRUM

FRONTIER

FORT WORTH PARKS & COMMUNITY SERVICES DEPT.

ALL OTHER FACILITIES

1-800-878-8711

(817) 392-8296

(817) 392-8100

(817) 215-6214 1-800-233-2133

(817) 215-4366 1-855-707-7328 1-800-921-8101

(817) 392-5700

1-800-DIG-TESS (811)

REFER TO SURVEY CONTROL SHEET FOR CONTROL POINTS, BENCHMARKS, COORDINATES, &

SURVEY NOTES.

PROJECT CONTROL WAS SET BY ARS ENGINEERS, INC PROJECT NO. 106060 DATED 09/12/2025.

STATE OF TEXAS

L ICENSED

PROFESS I ONA L ENG I N

EE

R

ADAM T. GIBLIN

137032

GENERAL

QUANTITY SHEET

JUNE 2026 4LAN

LAN

PROJECT

SCHEDULE

NUMBER

SPECIFICATION PLAN QTY UNIT DESCRIPTION

GENERAL

1 01 70 00 1 LS Mobilization

UNIT 1 - GATEWAY PARK IMPROVEMENTS

1 32 92 13 800 SY

Remove & Replace Block Sod Turf Grass

(Contingent)

2 32 11 23 9,895 SY Remove Existing Infield Mix 3" Depth

3 32 11 23 9,895 SY Install Pro Play Classic Infield Clay Mix 3" Depth

4 32 92 13 800 SY Install 5' Wide Block Sod Turf Strip 5 32 80 00 1 LS Irrigation Improvements 6 26 56 68 SF 1 LS Electrical Improvements

UNIT 2 - ROLLING HILLS SOCCER COMPLEX IMPROVEMENTS

1 26 56 68 SF 1 LS Electrical Improvements

UNIT 3 - ROCKWOOD PARK IMPROVEMENTS

1 32 92 13 50 SY

Remove & Replace Block Sod Turf Grass

(Contingent)

2 32 11 23 1,490 SY Remove Existing Infield Mix 3" Depth

3 32 11 23 1,490 SY Install Pro Play Classic Infield Clay Mix 3" Depth

4 32 92 13 205 SY Install 5' Wide Block Sod Turf Strip 5 32 80 00 1 LS Irrigation Improvements 6 26 56 68 SF 1 LS Electrical Improvements

UNIT 4 - NORTHWEST COMMUNITY PARK IMPROVEMENTS

1 99 99 00 4 EA Install Shade Structure

06/25/2026

CONTROL POINT TABLE - GATEWAY PARK

POINT #

RAW DESCRIPTION

X

X

X

X

60D

X

60D

ELEVATION

512.150

512.120

509.680

512.190

508.770

512.210

508.520

NORTHING

6961688.9800

6961628.6430

6961624.3470

6961582.5490

6961275.2840

6961629.5150

6961629.7900

EASTING

2344245.7310

2344183.8370

2343847.1290

2344246.3590

2344235.7670

2344298.6290

2344632.4730

E

F

GRS

S

EV

SOFTBALL FIELD 1 SOFTBALL

FIELD

SOFTBALL

FIELD

3 SOFTBALL FIELD 4

509 50 9 510

512 513

508 50 8509 509 509

51051 051051

508 50 8509 50 9 509510 51051 1 511

51251

509 50951

511 51

508 50 8 50850

509 509

508508

8508508

7 507 507 50

8 508 508

509 50 9 509

509 509

51151 1511512

PLAYERS PKWY

PLAYER

S PKW

Y

CP#403

X-CUT FOUND

CP#404

X-CUT FOUND

CP#406

X-CUT FOUND

CP#408

X-CUT FOUND

SOFTBALL FIELD 1 SOFTBALL

FIELD

SOFTBALL

FIELD

3 SOFTBALL FIELD 4

60'∅1'-4"' 3'-7"'

CP#XXX

THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO

EXCAVATING AT EACH LOCATION:

CITY PROJECT # 105169, 105170 & 105868

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\4

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\1 -1

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A g u ila r

CITY OF FORT WORTH, TEXAS

ATHLETIC FIELD IMPROVEMENTS AT

ROCKWOOD, ROLLING HILLS, NORTHWEST COMMUNITY, AND GATEWAY PARKS

SHEET:DATE:SCALE:

NO.

DESCRIPTION DATE

REVISIONS

CONTACT INFORMATION

C

PN

9, AT

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LE

TI

C

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A T

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IN

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, N

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TH

W

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T

C O

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IT

Y, A N

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AT

EW

AY

P

AR

KS

X -X

XX

XX

, K -X

XX

X

DRAWN: AS SHOWN

DESIGNED:

TEXAS REGISTERED ENGINEERING FIRM

NO. F-2614

1300 SUMMIT AVENUE

SUITE 300

FORT WORTH, TEXAS 76102

WWW.LAN-INC.COM

(817) 820-0420

X - XXXXX

K - XXXX

HORIZONTAL & VERTICAL CONTROL

AT&T

FORT WORTH WATER DEPT.-FIELD OPERATIONS

FORT WORTH T&PW

ONCOR GAS & ELECTRIC

TXU ENERGY

ATMOS ENERGY

SPECTRUM

FRONTIER

FORT WORTH PARKS & COMMUNITY SERVICES DEPT.

ALL OTHER FACILITIES

1-800-878-8711

(817) 392-8296

(817) 392-8100

(817) 215-6214 1-800-233-2133

(817) 215-4366 1-855-707-7328 1-800-921-8101

(817) 392-5700

1-800-DIG-TESS (811)

REFER TO SURVEY CONTROL SHEET FOR CONTROL POINTS, BENCHMARKS, COORDINATES, &

SURVEY NOTES.

PROJECT CONTROL WAS SET BY ARS ENGINEERS, INC PROJECT NO. 106060 DATED 09/12/2025.

STATE OF TEXAS

L ICENSED

PROFESS I ONA L ENG I N

EE

R

ADAM T. GIBLIN

137032

GRAPHIC SCALE IN FEET

FULL SIZE SCALE: 1"=50'

HALF SIZE SCALE: 1"=100'

0 50 100

N

GATEWAY PARK

JUNE 2026LAN

LAN

MATCH LINE (SEE SHEET 6)

EXISTING CONDITIONS & SURVEY CONTROL 1 OF 2

LEGEND

EXISTING OUTFIELD TURF

PROPOSED INFIELD CLAY

CONTROL POINT

CONTROL POINT TABLE - GATEWAY PARK

RAW DESCRIPTION

60D

ELEVATION

520.500

509.610

NORTHING

6962436.6100

6962024.8920

EASTING

2344218.2540

2344242.4340

60'∅1'-4"' 3'-7"'

CP#XXX

E

T

SOFTBALL FIELD 5 SOFTBALL

FIELD

509 50951051051 0510510510

509 51051

510510

51151

51251

513513

516 516

516 51

518519

511 512 513 514 515 516 517 518 519 520

513514 515 516 517 518519520

509 509

514 514

514515516517 518519520

512 514

PL

AY

ER

S

PK

W

Y

CP#402

X-CUT FOUND

SOFTBALL FIELD 5 SOFTBALL

FIELD

REFER TO ELECTRICAL

PLAN SHEET 14

THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO

EXCAVATING AT EACH LOCATION:

CITY PROJECT # 105169, 105170 & 105868

P \1

-1

-0

\4

-0 -P ro d u ct io n -W o rk in g \4

-1 -B

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\1 -1

-0

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A Y

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C O

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-2

H

A g u ila r

CITY OF FORT WORTH, TEXAS

ATHLETIC FIELD IMPROVEMENTS AT

ROCKWOOD, ROLLING HILLS, NORTHWEST COMMUNITY, AND GATEWAY PARKS

SHEET:DATE:SCALE:

NO.

DESCRIPTION DATE

REVISIONS

CONTACT INFORMATION

C

PN

9, AT

H

LE

TI

C

F

IE

LD

IM

PR

O

VE

M

EN

TS

A T

R O

C

KW

O O

D , R

O

LL

IN

G

H

IL

LS

, N

O R

TH

W

ES

T

C O

M M

U N

IT

Y, A N

D G

AT

EW

AY

P

AR

KS

X -X

XX

XX

, K -X

XX

X

DRAWN: AS SHOWN

DESIGNED:

TEXAS REGISTERED ENGINEERING FIRM

NO. F-2614

1300 SUMMIT AVENUE

SUITE 300

FORT WORTH, TEXAS 76102

WWW.LAN-INC.COM

(817) 820-0420

X - XXXXX

K - XXXX

HORIZONTAL & VERTICAL CONTROL

AT&T

FORT WORTH WATER DEPT.-FIELD OPERATIONS

FORT WORTH T&PW

ONCOR GAS & ELECTRIC

TXU ENERGY

ATMOS ENERGY

SPECTRUM

FRONTIER

FORT WORTH PARKS & COMMUNITY SERVICES DEPT.

ALL OTHER FACILITIES

1-800-878-8711

(817) 392-8296

(817) 392-8100

(817) 215-6214 1-800-233-2133

(817) 215-4366 1-855-707-7328 1-800-921-8101

(817) 392-5700

1-800-DIG-TESS (811)

REFER TO SURVEY CONTROL SHEET FOR CONTROL POINTS, BENCHMARKS, COORDINATES, &

SURVEY NOTES.

PROJECT CONTROL WAS SET BY ARS ENGINEERS, INC PROJECT NO. 106060 DATED 09/12/2025.

STATE OF TEXAS

L ICENSED

PROFESS I ONA L ENG I N

EE

R

ADAM T. GIBLIN

137032

GRAPHIC SCALE IN FEET

FULL SIZE SCALE: 1"=50'

HALF SIZE SCALE: 1"=100'

0 50 100

N

EXISTING CONDITIONS & SURVEY CONTROL 2 OF 2

JUNE 2026 6LAN

LAN

MATCH LINE (SEE SHEET 5)

GATEWAY PARK

LEGEND

EXISTING OUTFIELD TURF

PROPOSED INFIELD CLAY

E

F

GRS

S

EV

SOFTBALL FIELD 1 SOFTBALL

FIELD

SOFTBALL

FIELD

3 SOFTBALL FIELD 4

SOFTBALL FIELD 1 SOFTBALL

FIELD

SOFTBALL

FIELD

3 SOFTBALL FIELD 4

PLAYERS PKWY

PLAYER

S PKW

Y

PLAYER

S PKW

Y

REMOVE 1,645 SY OF THE EXISTING

INFIELD MIX TO THE TOP OF THE

EXISTING SUBGRADE, APPROX. 3" DEEP.

FOLLOW CURRENT PRO PLAY CLASSIC

INFIELD MIX SPECIFICATION.

REPLACE 210 SY OF BLOCK SODDING AS

NEEDED FOR CONSTRUCTION ACCESS

TO MATCH EXISTING GRASS

REPLACE 295 SY OF BLOCK SODDING AS

NEEDED FOR CONSTRUCTION ACCESS

TO MATCH EXISTING GRASS

REMOVE 1,665 SY OF THE EXISTING

INFIELD MIX TO THE TOP OF THE

EXISTING SUBGRADE, APPROX. 3" DEEP.

FOLLOW CURRENT PRO PLAY CLASSIC

INFIELD MIX SPECIFICATION.

REMOVE 1,685 SY OF THE EXISTING

INFIELD MIX TO THE TOP OF THE

EXISTING SUBGRADE, APPROX. 3" DEEP.

FOLLOW CURRENT PRO PLAY CLASSIC

INFIELD MIX SPECIFICATION.

REMOVE 1,620 SY OF THE EXISTING

INFIELD MIX TO THE TOP OF THE

EXISTING SUBGRADE, APPROX. 3" DEEP.

FOLLOW CURRENT PRO PLAY CLASSIC

INFIELD MIX SPECIFICATION.

REFER TO ELECTRICAL

PLAN SHEET 13

135 SY STRIP OF 5'

TURF TO BE REMOVED

135 SY STRIP OF 5'

TURF TO BE REMOVED

130 SY STRIP OF 5'

TURF TO BE REMOVED

130 SY STRIP OF 5'

TURF TO BE REMOVED

THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO

EXCAVATING AT EACH LOCATION:

CITY PROJECT # 105169, 105170 & 105868

P \1

-1

-0

\4

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N C

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-0

-2

H

A g u ila r

CITY OF FORT WORTH, TEXAS

ATHLETIC FIELD IMPROVEMENTS AT

ROCKWOOD, ROLLING HILLS, NORTHWEST COMMUNITY, AND GATEWAY PARKS

SHEET:DATE:SCALE:

NO.

DESCRIPTION DATE

REVISIONS

CONTACT INFORMATION

C

PN

9, AT

H

LE

TI

C

F

IE

LD

IM

PR

O

VE

M

EN

TS

A T

R O

C

KW

O O

D , R

O

LL

IN

G

H

IL

LS

, N

O R

TH

W

ES

T

C O

M M

U N

IT

Y, A N

D G

AT

EW

AY

P

AR

KS

X -X

XX

XX

, K -X

XX

X

DRAWN: AS SHOWN

DESIGNED:

TEXAS REGISTERED ENGINEERING FIRM

NO. F-2614

1300 SUMMIT AVENUE

SUITE 300

FORT WORTH, TEXAS 76102

WWW.LAN-INC.COM

(817) 820-0420

X - XXXXX

K - XXXX

HORIZONTAL & VERTICAL CONTROL

AT&T

FORT WORTH WATER DEPT.-FIELD OPERATIONS

FORT WORTH T&PW

ONCOR GAS & ELECTRIC

TXU ENERGY

ATMOS ENERGY

SPECTRUM

FRONTIER

FORT WORTH PARKS & COMMUNITY SERVICES DEPT.

ALL OTHER FACILITIES

1-800-878-8711

(817) 392-8296

(817) 392-8100

(817) 215-6214 1-800-233-2133

(817) 215-4366 1-855-707-7328 1-800-921-8101

(817) 392-5700

1-800-DIG-TESS (811)

REFER TO SURVEY CONTROL SHEET FOR CONTROL POINTS, BENCHMARKS, COORDINATES, &

SURVEY NOTES.

PROJECT CONTROL WAS SET BY ARS ENGINEERS, INC PROJECT NO. 106060 DATED 09/12/2025.

STATE OF TEXAS

L ICENSED

PROFESS I ONA L ENG I N

EE

R

ADAM T. GIBLIN

137032

GRAPHIC SCALE IN FEET

FULL SIZE SCALE: 1"=50'

HALF SIZE SCALE: 1"=100'

0 50 100

N

JUNE 2026 7LAN

LAN

MATCH LINE (SEE SHEET 8)

GATEWAY PARK

REMOVALS & CONSTRUCTION ACCESS 1 OF 2

LEGEND

EXISTING OUTFIELD TURF

OUTFIELD TURF TO BE REMOVED

EXISTING INFIELD CLAY TO BE

REMOVED

BLOCK SODDING

CONSTRUCTION ACCESS

NOTES

1. ALL PATHWAYS TO BE FILMED AND

PHOTOGRAPHED PRIOR TO

CONSTRUCTION AND ALL DAMAGE

REPLACED AT CONTRACTORS EXPENSE.

GATEWAY PARK

T

SOFTBALL FIELD 5 SOFTBALL

FIELD

6SOFTBALL FIELD 5 SOFTBALL

FIELD

DISPOSAL RD

PLAYERS PKWY

PLAYERS PKWY

PLAYER

S PKW

Y

REPLACE 295 SY OF BLOCK SODDING AS

NEEDED FOR CONSTRUCTION ACCESS

TO MATCH EXISTING GRASS

REMOVE 1,640 SY OF THE EXISTING

INFIELD MIX TO THE TOP OF THE

EXISTING SUBGRADE, APPROX. 3" DEEP.

FOLLOW CURRENT PRO PLAY CLASSIC

INFIELD MIX SPECIFICATION.

REMOVE 1,640 SY OF THE EXISTING

INFIELD MIX TO THE TOP OF THE

EXISTING SUBGRADE, APPROX. 3" DEEP.

FOLLOW CURRENT PRO PLAY CLASSIC

INFIELD MIX SPECIFICATION.

REFER TO ELECTRICAL

PLAN SHEET 14

ACCESS BY EXISTING GATE

FROM PARKING LOT

135 SY STRIP OF 5'

TURF TO BE REMOVED 135 SY STRIP OF 5'

TURF TO BE REMOVED

THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO

EXCAVATING AT EACH LOCATION:

CITY PROJECT # 105169, 105170 & 105868

P \1

-1

-0

\4

-0 -P ro d u ct io n -W o rk in g \4

-1 -B

IM

-C

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\C iv il\ S h e e ts

\1 -1

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D

E M

O L

IT

IO

N

E

R O

S

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N C

O N

T R

O L .d w g

-0

-2

H

A g u ila r

CITY OF FORT WORTH, TEXAS

ATHLETIC FIELD IMPROVEMENTS AT

ROCKWOOD, ROLLING HILLS, NORTHWEST COMMUNITY, AND GATEWAY PARKS

SHEET:DATE:SCALE:

NO.

DESCRIPTION DATE

REVISIONS

CONTACT INFORMATION

C

PN

9, AT

H

LE

TI

C

F

IE

LD

IM

PR

O

VE

M

EN

TS

A T

R O

C

KW

O O

D , R

O

LL

IN

G

H

IL

LS

, N

O R

TH

W

ES

T

C O

M M

U N

IT

Y, A N

D G

AT

EW

AY

P

AR

KS

X -X

XX

XX

, K -X

XX

X

DRAWN: AS SHOWN

DESIGNED:

TEXAS REGISTERED ENGINEERING FIRM

NO. F-2614

1300 SUMMIT AVENUE

SUITE 300

FORT WORTH, TEXAS 76102

WWW.LAN-INC.COM

(817) 820-0420

X - XXXXX

K - XXXX

HORIZONTAL & VERTICAL CONTROL

AT&T

FORT WORTH WATER DEPT.-FIELD OPERATIONS

FORT WORTH T&PW

ONCOR GAS & ELECTRIC

TXU ENERGY

ATMOS ENERGY

SPECTRUM

FRONTIER

FORT WORTH PARKS & COMMUNITY SERVICES DEPT.

ALL OTHER FACILITIES

1-800-878-8711

(817) 392-8296

(817) 392-8100

(817) 215-6214 1-800-233-2133

(817) 215-4366 1-855-707-7328 1-800-921-8101

(817) 392-5700

1-800-DIG-TESS (811)

REFER TO SURVEY CONTROL SHEET FOR CONTROL POINTS, BENCHMARKS, COORDINATES, &

SURVEY NOTES.

PROJECT CONTROL WAS SET BY ARS ENGINEERS, INC PROJECT NO. 106060 DATED 09/12/2025.

STATE OF TEXAS

L ICENSED

PROFESS I ONA L ENG I N

EE

R

ADAM T. GIBLIN

137032

GRAPHIC SCALE IN FEET

FULL SIZE SCALE: 1"=50'

HALF SIZE SCALE: 1"=100'

0 50 100

N

GATEWAY PARK

JUNE 2026 8LAN

LAN

MATCH LINE (SEE SHEET 7)

REMOVALS & CONSTRUCTION ACCESS 2 OF 2

NOTES

1. ALL PATHWAYS TO BE FILMED AND

PHOTOGRAPHED PRIOR TO

CONSTRUCTION AND ALL DAMAGE

REPLACED AT CONTRACTORS EXPENSE.

LEGEND

EXISTING OUTFIELD TURF

OUTFIELD TURF TO BE REMOVED

EXISTING INFIELD CLAY TO BE

REMOVED

BLOCK SODDING

CONSTRUCTION ACCESS

PLAYERS PKWY

GRS

ICV

ICV

ICVICV

ICV

ICV

ICV

ICV

ICVICV

ICV

ICV

ICV

ICV

ICV

ICV

ICV

ICV

ICV

ICV

ICV

ICV

ICV

ICV

ICV

ICV

ICV

ICV

ICV

ICVICV

ICV

S

EV

SOFTBALL FIELD 1 SOFTBALL

FIELD

SOFTBALL

FIELD

3 SOFTBALL FIELD 4

9 510

512 513

509 509 509

51051 051051

508 50

9 509510 51051 1 511

51251

509 51

511 51

508 50

508508

7 507 507 50

8 508 50850 9 509

51151 1511512

SOFTBALL FIELD 1 SOFTBALL

FIELD

SOFTBALL

FIELD

3 SOFTBALL FIELD 4

INSTALL 1,645 SY OF PRO PLAY

CLASSIC INFIELD MIX AND DIAMOND

PRO RED INFIELD CONDITIONER

INSTALL 1,665 SY OF PRO PLAY

CLASSIC INFIELD MIX AND DIAMOND

PRO RED INFIELD CONDITIONER

INSTALL 1,685 SY OF PRO PLAY

CLASSIC INFIELD MIX AND DIAMOND

PRO RED INFIELD CONDITIONER

INSTALL 1,620 SY OF PRO PLAY CLASSIC

INFIELD MIX AND DIAMOND PRO RED

INFIELD CONDITIONER

135 SY STRIP OF 5'

TURF REPLACEMENT

135 SY STRIP OF 5'

TURF REPLACEMENT

130 SY STRIP OF 5'

TURF REPLACEMENT 130 SY STRIP OF 5'

TURF REPLACEMENT

REFER TO ELECTRICAL

PLAN SHEET 13

REFER TO DETAILS SHEET

25 FOR SOFTBALL FIELD

LAYOUT DETAIL (TYP.)

THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO

EXCAVATING AT EACH LOCATION:

CITY PROJECT # 105169, 105170 & 105868

P

\1

-1

-0

\4 -0

-P ro d u ct io n -W o rk in g

\4 -1

-B

IM

-C A

D \C iv il\

S h e e ts \1

-1

-0

S

O F

T B

A L

L F

IE

L

D I

M P

R O

V E

M E

N T

S .d

-0

-2

H

A g u ila r

CITY OF FORT WORTH, TEXAS

ATHLETIC FIELD IMPROVEMENTS AT

ROCKWOOD, ROLLING HILLS, NORTHWEST COMMUNITY, AND GATEWAY PARKS

SHEET:DATE:SCALE:

NO.

DESCRIPTION DATE

REVISIONS

CONTACT INFORMATION

C

PN

9, AT

H

LE

TI

C

F

IE

LD

IM

PR

O

VE

M

EN

TS

A T

R O

C

KW

O O

D , R

O

LL

IN

G

H

IL

LS

, N

O R

TH

W

ES

T

C O

M M

U N

IT

Y, A N

D G

AT

EW

AY

P

AR

KS

X -X

XX

XX

, K -X

XX

X

DRAWN: AS SHOWN

DESIGNED:

TEXAS REGISTERED ENGINEERING FIRM

NO. F-2614

1300 SUMMIT AVENUE

SUITE 300

FORT WORTH, TEXAS 76102

WWW.LAN-INC.COM

(817) 820-0420

X - XXXXX

K - XXXX

HORIZONTAL & VERTICAL CONTROL

AT&T

FORT WORTH WATER DEPT.-FIELD OPERATIONS

FORT WORTH T&PW

ONCOR GAS & ELECTRIC

TXU ENERGY

ATMOS ENERGY

SPECTRUM

FRONTIER

FORT WORTH PARKS & COMMUNITY SERVICES DEPT.

ALL OTHER FACILITIES

1-800-878-8711

(817) 392-8296

(817) 392-8100

(817) 215-6214 1-800-233-2133

(817) 215-4366 1-855-707-7328 1-800-921-8101

(817) 392-5700

1-800-DIG-TESS (811)

REFER TO SURVEY CONTROL SHEET FOR CONTROL POINTS, BENCHMARKS, COORDINATES, &

SURVEY NOTES.

PROJECT CONTROL WAS SET BY ARS ENGINEERS, INC PROJECT NO. 106060 DATED 09/12/2025.

STATE OF TEXAS

L ICENSED

PROFESS I ONA L ENG I N

EE

R

ADAM T. GIBLIN

137032

GRAPHIC SCALE IN FEET

FULL SIZE SCALE: 1"=40'

HALF SIZE SCALE: 1"=80'

0 40 80

N

SOFTBALL FIELD IMPROVEMENTS 1 OF 2

JUNE 2026 9LAN

LAN

GATEWAY PARK

MATCH LINE (SEE SHEET 10)

LEGEND

EXISTING OUTFIELD TURF

PROPOSED TURF REPLACEMENT

STRIP

PROPOSED INFIELD CLAY

NOTES

1. TREATMENT OF SUBGRADE BENEATH

INFIELD MIX TO BE DONE BY METHOD OF

TILL AND LASER GRADE OF CLAY SURFACE.

2. PLAYING INFIELD TO BE REPLACED WITH

PRO PLAY CLASSIC INFIELD MIX OR

APPROVED EQUAL.

3. PLAYING…