TOWNE LAKE GRADY LITTLEJOHN

SOFTBALL COMPLEX

MCKINNEY · TEXAS

100% CONSTRUCTION DOCUMENTS

JOB No. NTP660-0157F

DATE: DECEMBER 17, 2025

LOCATION MAP

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WILSON CREEK PKWY

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MCKINNEY

HIGHSCHOOL

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TOWNE LAKE PARK

LIGHTWALK

REVISIONS

ARCHITECT

PROJECT NUMBER

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NTP660-0157F

CLIENT

KEY MAP

LJA

2150 S Central Expressway Suite 300 McKinney, TX 75070

REMARKSDATEREVISION REMARKSDATEREVISION

ISSUE TITLE: ISSUE DATE:

PROJECT DESIGNER:DRAWN BY:

PROJECT MANAGER:

100% CONSTRUCTION

DOCUMENTS

12/17/25

BV

JS, TS JS

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

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SEAL

DECEMBER 17, 2025

CITY OF MCKINNEY

401 E. VIRGINIA ST.

MCKINNEY, TX 75069

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DEVELOPMENT PERMIT

2025-00075

DOG PARK

DEVELOPMENT PERMIT SHEETS

CS COVER SHEET (THIS SHEET)

GN.00 GENERAL NOTES

GN.01 CITY STANDARD NOTES

GN.02 CITY STANDARD NOTES

KM.00 KEY MAP

TP.00 TREE PROTECTION OVERALL SITE PLAN

TP.01 TREE PROTECTION PLAN

TP.02 TREE PROTECTION PLAN

TP.03 TREE PROTECTION CHART

SP.01 SITE PREPARATION & EROSION CONTROL PLAN

SP.02 SITE PREPARATION & EROSION CONTROL PLAN

SP.03 SITE PREPARATION & EROSION CONTROL PLAN

SP.04 SITE PREPARATION & EROSION CONTROL DETAILS

DM.01 DEMOLITION PLAN

DM.02 DEMOLITION PLAN

CIVIL

C1.01 GRADING PLAN

C1.02 GRADING PLAN

C2.01 DRAINAGE PLAN

C3.01 UTILITY PLAN

C4.01 DETAILS

LANDSCAPE ARCHITECTURE

L1.00 HARDSCAPE MATERIALS LEGEND

L1.01A HARDSCAPE PLAN

L1.02A HARDSCAPE PLAN

L1.01B SITE FURNISHINGS PLAN

L1.02B SITE FURNISHINGS PLAN

L2.01 DIMENSIONAL CONTROL AND JOINTING PLAN

L2.02 DIMENSIONAL CONTROL AND JOINTING PLAN

L3.01 SHADE STRUCTURE LAYOUT PLAN

L3.02 SHADE STRUCTURE LAYOUT PLAN

L5.01 HARDSCAPE DETAILS

L5.02 HARDSCAPE DETAILS

L5.03 HARDSCAPE DETAILS

L5.04 HARDSCAPE DETAILS

L5.05 HARDSCAPE DETAILS

L5.06 HARDSCAPE DETAILS

L5.07 HARDSCAPE DETAILS

L5.08 HARDSCAPE DETAILS

L6.00 PLANTING LEGEND, DETAILS, & NOTES

L6.01 PLANTING PLAN

L6.02 PLANTING PLAN

IRRIGATION

IR1.00 LANDSCAPE IRRIGATION DETAILS, NOTES, & LEGEND

IR1.01 LANDSCAPE IRRIGATION PLAN

IR1.02 LANDSCAPE IRRIGATION PLAN

SUPPLEMENTAL SITE RENOVATION SHEETS

BUILDING ARCHITECTURAL

G0.00 COVER SHEET

G0.01 DRAWING INDEX & LOCATION INFO

A0.02 GRAPHIC SYMBOLS & ABBREVIATIONS

A0.03 CODE ANALYSIS

A0.04 PARTITION TYPES & DETAILS

A0.05 TEXAS ACCESSIBILITY STANDARDS

A0.06 TEXAS ACCESSIBILITY STANDARDS

A0.07 TEXAS ACCESSIBILITY STANDARDS

A0.08 TEXAS ACCESSIBILITY STANDARDS

A0.09 TEXAS ACCESSIBILITY STANDARDS

A0.10 TEXAS ACCESSIBILITY STANDARDS

A0.11 MOUNTING LOCATIONS

A0.12 ACCESSORY SCHEDULE

A1.00 SITE PLAN

A2.00 FLOOR PLAN

A2.01 ENLARGED DETAILS

A3.00 REFLECTED CEILING PLAN

A4.00 ROOF PLAN

A5.00 EXTERIOR ELEVATIONS

A5.01 EXTERIOR ELEVATIONS

A6.00 BUILDING SECTIONS

A6.01 WALL SECTIONS

A7.00 INTERIOR ELEVATIONS

A7.01 INTERIOR ELEVATIONS

A8.00 DOOR SCHEDULES

A8.01 FINISH SCHEDULE

BUILDING STRUCTURAL

S0.01 GENERAL NOTES

S0.04 STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS

S1.00 FOUNDATION PLAN

S1.01 ROOF PLAN

S2.01 SLAB ON GRADE DETAILS

S2.02 TYPICAL SPREAD FOOTING DETAILS

S4.01 TYPICAL CMU DETAILS

S5.01 TYPICAL STEEL DETAILS

S5.02 TYPICAL STEEL DETAILS

BUILDING MECHANICAL

M2.01 FLOOR PLAN - MECHANICAL

M3.01 SCHEDULES & DETAILS MECHANICAL

M3.02 SCHEDULES & DETAILS MECHANICAL

M3.03 SCHEDULES & DETAILS MECHANICAL

BUILDING ELECTRICAL

E2.01 FLOOR PLAN - POWER & SYSTEMS

E3.01 FLOOR PLAN - LIGHTING (PLACE HOLDERS)

E4.01 DETAILS & SCHEDULES - ELECTRICAL

E4.02 DETAILS & SCHEDULES - ELECTRICAL

BUILDING PLUMBING

P2.00 UNDERFLOOR PLAN - PLUMBING

P2.01 ROOF PLAN - PLUMBING

P3.01 SCHEDULES & DETAILS PLUMBING

P3.02 RISERS DIAGRAMS - PLUMBING

SITE ELECTRICAL

E0.01 ELECTRICAL GENERAL NOTES AND DETAILS

E0.02 ELECTRICAL DETAILS

E1.00 ELECTRICAL SITE PLAN

E1.01 ELECTRICAL SITE LIGHTING PLAN

SITE STRUCTURAL

S1 STRUCTURAL DETAILS

S2 STRUCTURAL DETAILS

ELECTRICAL ENGINEER

SALAS O'BRIEN

CONTACT: GINNY GRIBBLE

106 DECKER DRIVE, SUITE 200

IRVING, TX 75062

PHONE: 469.949.8841

SITE STRUCTURAL

JORDAN CONSULTING ENGINEERS, INC.

CONTACT: GERALD JORDAN

ARLINGTON, TEXAS

EMAIL: GERALD@JORDANENGINEERS.COM

OWNER

THE CITY OF MCKINNEY

CONTACT: JILL YOUNT

401 E. VIRGINIA ST.

MCKINNEY, TX 75069

PHONE: 972.547.7490

LANDSCAPE ARCHITECT

LJA PLANNING AND LANDSCAPE ARCHITECTURE

CONTACT: BILLY VICIC

2150 SOUTH CENTRAL EXPRESSWAY | SUITE 300

McKINNEY, TEXAS 75070

PHONE: 214.620.2748

ARCHITECT

CONDUIT ARCHITECTURE + DESIGN

CONTACT: CHRISTOPHER BRAVO

711 N TENNESSEE ST

McKINNEY, TEXAS 75069

PHONE: 972.302.9747 EXT 703

THIS PACKAGE INCLUDES IMPROVEMENTS TO

THE FOLLOWING AREAS OF THE PROPERTY:

· FIELD SEATING

· CONCESSION AND RESTROOM BUILDING

· PEDESTRIAN PLAZA

BID ITEMS CIVIL ENGINEER

LJA ENGINEERING

CONTACT: RUTH RANGEL

2150 SOUTH CENTRAL EXPRESSWAY | SUITE 300

McKINNEY, TEXAS 75070

PHONE: 214.620.2800

IRRIGATION CONSULTANT

IRRI TECH

CONTACT: MARVIN PRESTRIDGE

12650 SCHROEDER RD

DALLAS, TX 75243

PHONE: 972.231.5151

DEVELOPMENT PERMIT #: 2025-00075

RELEASED FOR CONSTRUCTION

CITY OF McKINNEY ENGINEERING DEPARTMENT

January 27, 2026 by Jennifer Jackson, P.E.

Prior to commencing construction, the owner or their representative shall hold a Pre-Construction Conference with and be issued a Development Permit by the City of McKinney Engineering Department. A copy of the Development

Permit and these stamped construction drawings shall be maintained on the construction site at all times. If a conflict is found between these construction drawings and the City of McKinney Construction Standards, the City of McKinney Construction Standards shall govern.

X:\Development Services\EngineeringFiles\DEV\2025\DEV2025-00075 Grady Littlejohn Redevelopment\2026-01-15 Post Approval Submittal\2026.01.15 Grady Littlejohn_Revised Civil Development Plans.pdf 01/27/2026 4:06:04 PM Jennifer Jackson, P.E.

City of McKinney - Tree Preservation Ian Erickson - ISA Certified Arborist

Urban Forester ierickson@mckinneytexas.org

(972)547-9014 Tree Preservation

Approved 09/10/2025

GENERAL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TREE

PROTECTION. MAINTAIN EXISTING GRADE WITHIN DRIP

LINE OF ALL EXISTING TREES. THE CONTRACTOR SHALL

NOTIFY THE LANDSCAPE ARCHITECT BEFORE

COMMENCING WORK WHERE GRADING CONDITIONS

DICTATE MORE THAN 2" OF FILL WITHIN THE DRIP LINE.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE

REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE

DAMAGED DURING CONSTRUCTION, AS DETERMINED

BY THE OWNER'S AUTHORIZED REPRESENTATIVE.

3. NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED

FOR ANY ACTUAL OR CLAIMED DISCREPANCY BETWEEN

EXISTING GRADES AND THOSE SHOWN ON PLANS

AFTER CONTRACTOR HAS ACCEPTED EXISTING

GRADES AND BEGUN WORK ON THE SITE.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

COORDINATION WITH SUBCONTRACTORS AS REQUIRED

TO ACCOMPLISH GRADING OPERATIONS.

5. FILL AND GRADE SMOOTH ALL HOLES, DEPRESSIONS,

AND RUTS THAT ARE A RESULT OF WORK PERFORMED

UNDER THIS CONTRACT. ALL AREAS ARE TOO BE

GRADED SO AS TO PROVIDE POSITIVE DRAINAGE AND

OUTFALL.

6. FINISHED GRADE SHALL BE 1" BELOW ADJACENT

CURBS, PAVEMENT, AND WALKS.

7. ALL GRADES SHOWN ARE FINISH GRADE ELEVATIONS

UNLESS OTHERWISE NOTED ON THE DRAWINGS.

8. UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A

MINIMUM OF 95% STANDARD PROCTOR DENSITY WITHIN

3% OF OPTIMUM MOISTURE CONTENT. FILL TO BE

PLACED IN A MAXIMUM OF 6" LIFTS.

9. ANY CONCRETE, ROCK, OR MATERIAL DEEMED

UNSUITABLE FOR SUBGRADE, BY ENGINEER, SHALL BE

DISPOSED OF OFF SITE AT CONTRACTOR'S EXPENSE.

GRADING NOTES

1. CONTRACTOR SHALL STAKE LOCATIONS OF ALL PROPOSED

HARDSCAPE ELEMENTS FOR APPROVAL BY THE

LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL LAYOUT CURVILINEAR SIDEWALKS

AND PATHS SO AS TO MAKE SMOOTH AND CONTINUOUS

TRANSITIONS.

3. DIMENSIONS TAKEN FROM ROAD EDGE ARE TYPICALLY

FROM BACK OF CURB (B.O.C.) UNLESS OTHERWISE NOTED

ON THE PLAN. ALL DIMENSIONS TAKEN FROM CURBS,

BUILDING FACE, OR OTHER HARDSCAPE FEATURES ARE

TAKEN PERPENDICULAR UNLESS OTHERWISE NOTED ON

PLANS.

4. ALL HARDSCAPE ELEMENT DIMENSIONS ARE TO

CENTERLINE OF THE ELEMENT UNLESS OTHERWISE NOTED

ON THE PLANS.

5. THE ELEVATIONS OF ALL PROPOSED HARDSCAPE

ELEMENTS SHALL BE VERIFIED IN THE FIELD AND

APPROVED BY LANDSCAPE ARCHITECT.

6. CONTRACTOR IS REQUIRED TO SAFELY MAINTAIN

PEDESTRIAN TRAFFIC FLOW DURING CONSTRUCTION.

7. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

8. ALL SIDEWALK AND TRAILS SHALL MEET ADA

REQUIREMENTS UNLESS OTHERWISE NOTED. MAXIMUM

CROSS SLOPE OF2% MINIMUM CROSS SLOPE OF 0.5% AND

MAXIMUM LONGITUDINAL SLOPE SHALL BE 5%.

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND

REPLACEMENT OF ANY ADA ACCESSIBLE FLATWORK THAT

DOES NOT MEET THE MINIMUM ADA ACCESSIBILITY

REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER.

9. GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO

CONFORM TO STATE, LOCAL, AND FEDERAL GUIDELINES.

10. FINAL ENHANCED PAVING, AND SIDEWALK ELEVATIONS WILL

BE PLACED AT PLUS OR MINUS 0..03 FOOT.

11. MEET LEVEL AND FLUSH TO EXISTING RAMPS AND PROVIDE

5'X5' MINIMUM LANDING WITH A MAXIMUM 2% SLOPE IN ALL

DIRECTIONS.

12. END SIDEWALK AT EXPANSION JOINT BOARD AND DOWEL

FOR FUTURE CONNECTION, TYP.

13. THE PAVING CONTRACTOR IS RESPONSIBLE FOR ALL

"PERMANENT SURVEY REFERENCE MONUMENTS" AS

DESCRIBED IN THE SUBDIVISION ORDINANCE,

INCLUDING CONCRETE MONUMENTS AND ALL

BOUNDARY CORNERS

14. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED

AS SHOWN ON THE DRAWINGS AND DETAILS.

EXPANSION JOINTS SHALL BE PLACED AT CHANGES IN

DIRECTION OF PAVING, AT DRIVEWAYS, AND/OR AS

SHOWN ON THE DRAWINGS. SEAL ALL JOINTS AS

SHOWN ON THE DRAWINGS.

15. REFERENCE SIDEWALK DETAILS FOR MINIMUM P.S.I,

AND STRUCTURAL REINFORCEMENT REQUIREMENTS.

16. CONTRACTOR SHALL PROTECT EXISTING

MONUMENTATION AND PRIMARY CONTROL. ANY SUCH

POINTS WHICH THE CONTRACTOR BELIEVES WILL BE

DESTROYED SHALL HAVE OFFSET POINTS

ESTABLISHED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION. ANY MONUMENTATION DESTROYED

BY THE CONTRACTOR SHALL BE REESTABLISHED AT

NO ADDITIONAL COST TO THE OWNER.

17. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING

MANHOLE, LIDS, WATER VALVES,AND OTHER

SURFACES APPURTENANCES AS REQUIRED FOR NEW

CONSTRUCTION. CONTRACTOR SHALL COORDINATE

UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND

THE APPROPRIATE AGENCIES AND PROVIDE FOR ALL

FEES FOR PERMITS, CONNECTIONS, INSPECTIONS,

ETC.

1. CONTRACTOR SHALL ACT IN ACCORDANCE WITH ALL

APPLICABLE LOCAL CODES, ORDINANCES,

SPECIFICATIONS, AND STANDARDS ENFORCED AT THE

TIME OF CONSTRUCTION.

2. CONTRACTOR IS RESPONSIBLE FOR, AND MUST OBTAIN

PRIOR TO CONSTRUCTION, ALL NECESSARY

CONSTRUCTION PERMITS REQUIRED BY THE GOVERNING

AGENCY.

3. PRIOR TO CONSTRUCTION, A PRE-CONSTRUCTION

MEETING SHALL BE HELD WITH REPRESENTATIVES FROM

ALL CONTRACTORS, LANDSCAPE ARCHITECT AND THE

OWNER.

4. TOPOGRAPHICAL MAPPING SHOWN PROVIDED BY LJA

ENGINEERING. CONTRACTOR TO NOTIFY ARCHITECT OF

ANY DISCREPANCIES BETWEEN THE PLAN TOPOGRAPHY

AND THE CURRENT EXISTING CONDITIONS.

5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE

ACCURATE LOCATIONS OF PROPERTY LINES, RIGHT OF

WAY AND FUTURE CONSTRUCTION EASEMENTS AND

SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY

DISCREPANCIES PRIOR TO CONSTRUCTION.

6. CONTRACTOR SHALL KEEP PROJECT SITE CLEAN AND

ORDERLY. IT WILL BE UNACCEPTABLE TO ALLOW TRASH

TO BLOW ONTO ADJACENT PROPERTIES. STRICT

ATTENTION WILL BE PAID TO THIS ITEM. IF CONTRACTOR

FAILS TO ADHERE TO THIS STIPULATION, OWNER

RESERVES THE RIGHT TO STOP WORK UNTIL TRASH IS

CLEANED UP. THIS STOPPAGE OF WORK WILL NOT

EXTEND THE ORIGINAL CONTRACT.

7. EXISTING UTILITIES SHOWN ARE TAKEN FROM AVAILABLE

RECORDS PROVIDED BY THE UTILITY OWNER AND FILE

LOCATIONS OF SURFACE APPURTENANCES. LOCATIONS

SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND

MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION

OF EACH PARTICULAR UTILITY. SOME UTILITY LINES MAY

NOT BE SHOWN. CONTRACTOR SHALL VERIFY THE

LOCATION, SIZE, AND MATERIAL OF ALL UTILITIES

AFFECTED BY CONSTRICTION PRIOR TO BEGINNING

CONSTRUCTION. CONTRACTOR SHALL CONTACT ALL

AFFECTED UTILITY COMPANIES 48 HOURS PRIOR TO

CONSTRUCTION. FOR UTILITY LOCATION AND TO OBTAIN

A LIST OF KNOWN UTILITY COMPANIES, CONTRACTOR

SHALL CONTACT TEXAS 811.

8. CONTRACTOR TO NOTIFY THE OWNER WHEN ANY

DISCREPANCY IS FOUND BETWEEN PLANS AND EXISTING

CONDITIONS. IN THE EVENT A DISCREPANCY IS FOUND

THE CONTRACTOR WILL NOTIFY THE LANDSCAPE

ARCHITECT AND MAKE FIELD ADJUSTMENTS TO

CORRECT ANY PROBLEM.

9. CONTRACTOR SHALL REPAIR ANY AND ALL UTILITIES

THAT ARE DAMAGED DURING INSTALLATION AT NO

ADDITIONAL COST TO THE CLIENT.

10. NO TRAFFIC SIGNS ARE TO BE RELOCATED OR REMOVED

WITHOUT PRIOR APPROVAL. SIGNS ALONG ROUTE

REMOVED FOR CONVENIENCE OF CONSTRUCTION SHALL

BE REESTABLISHED AFTER COMPLETION OF BACKFILLING

IN THAT AREA.

11. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF

ANY EXISTING MATERIALS THAT ARE DAMAGED DURING

CONSTRUCTION, AS DETERMINED BY THE LANDSCAPE

ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE.

12. THE CONTRACTOR IS RESPONSIBLE FOR SECURING

ACCESS TO THE CONSTRUCTION SITE, SUBJECT TO

APPROVAL FROM THE CLIENT.

13. CONTRACTOR SHALL CONSTRUCT A STABILIZED

CONSTRUCTION ENTRANCE/EXIT AT ALL TRAFFIC ACCESS

POINTS PRIOR TO EXITING ONTO ANY PAVED ROADWAY.

REFERENCE CIVIL EROSION CONTROL PLANS FOR

DETAILS.

14. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING

SIDEWALKS AND ROADS ADJACENT TO THE PROJECT

SITE FREE FROM MUD AND DEBRIS FROM THE

CONSTRUCTION SITE.

15. CONTRACTOR SHALL PERFORM WORK IN A MANNER

CONSISTENT WITH ALL REGULATIONS TO ELIMINATE

HAZARDS TO PERSONS OR PROPERTY AND AVOID

INTERFERENCE WITH ADJACENT AREAS, UTILITIES, AND

STRUCTURES.

16. THE ACCESS AND WORK AREAS SHALL BE SECURED

DURING NON WORKING HOURS.

17. THE CONTRACTOR SHALL ADOPT APPROPRIATE

CONSTRUCTION SITE MANAGEMENT PRACTICES TO

PREVENT THE DISCHARGE OF OILS, GREASE, PAINTS,

GASOLINE AND OTHER POLLUTANTS TO STORM WATER.

APPROPRIATE PRACTICES SHALL BE INCIDENTAL TO

THE OVERALL PROJECT COSTS AND INCLUDE BUT ARE

NOT LIMITED TO:

-DESIGNATING AREAS FOR EQUIPMENT MAINTENANCE

AND REPAIR

-REGULAR COLLECTION OF WASTE

-CONVENIENTLY LOCATED TRASH RECEPTACLES

-DESIGNATING AND CONTROLLING EQUIPMENT

WASHDOWN

18. ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT

EROSION. IN THE EVENT THAT SIGNIFICANT EROSION

OCCURS AS A RESULT OF CONSTRUCTION, THE

CONTRACTOR SHALL RESTORE THE AFFECTED AREAS

TO ORIGINAL CONDITION OR BETTER.

19. THESE PLANS DO NOT EXTEND TO OR INCLUDE

DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF

THE CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES,

AGENT OR REPRESENTATIVES IN PERFORMANCE OF

THE WORK. THE CONSTRUCTION CONTRACTOR SHALL

PREPARE AND OBTAIN THE APPROPRIATE SAFETY

SYSTEMS, INCLUDING PLANS AND SPECIFICATIONS

CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED IN

THE STATE OF TEXAS, AND SUBMIT THE TRENCH

SAFETY SYSTEM SHOP DRAWINGS TO THE CITY FOR

APPROVAL PRIOR TO CONSTRUCTION.

20. ARRANGEMENTS FOR CONSTRUCTION WATER SHALL

BE MADE THROUGH THE CITY OF MCKINNEY AND SHALL

BE AT THE METERED EXPENSE OF THE CONTRACTOR.

21. THE CONTRACTOR SHALL USE THE PUBLIC

RIGHT-OF-WAYS AND EXISTING UTILITY EASEMENTS

FOR ACCESS TO THE JOB SITE.

22. CONSTRUCTION STAGING AREA OR STORAGE YARDS

SHALL BE OBTAINED PRIOR TO CONSTRUCTION.

CONTRACTOR IS RESPONSIBLE FOR SECURING THESE

LOCATIONS AND SHALL RETURN THE USED LOCATIONS

TO ORIGINAL CONDITION OR BETTER UNLESS

OTHERWISE SPECIFIED OR AGREED TO BY THE

PROPERTY OWNER.

23. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY

OR EXISTING IMPROVEMENTS SHALL BE RESTORED BY

THE CONTRACTOR TO AT LEAST THE SAME CONDITION

THE REAL PROPERTY OR EXISTING IMPROVEMENTS

WERE IN PRIOR TO THE DAMAGES. THIS RESTORATION

SHALL BE SUBJECT TO OWNER'S APPROVAL;

MOREOVER, THE RESTORATION SHALL NOT BE A BASIS

FOR ADDITIONAL COMPENSATION TO THE

CONTRACTOR.

24. LOT LINES SHOWN ON SURVEY CONTROL AND SHEET

INDEXES ARE SHOWN FOR SCHEMATIC PURPOSES

ONLY.

25. THE LOCATION OF FEATURES TO BE

CONSTRUCTED AND NOT SPECIFICALLY

DIMENSIONED MAY BE DETERMINED BY SCALE. IF

CONFLICTS ARISE IN THE FIELD, NOTIFY THE

LANDSCAPE ARCHITECT FOR RESOLUTION.

26. IF THE IN-FIELD SCALED DIMENSIONS CONFLICT WITH

NO TED GRADES, AND/OR ELEVATIONS, NOTIFY THE

LANDSCAPE ARCHITECT TO RESOLVE

DISCREPANCIES.

27. PROTECT AND MAINTAIN ROADWAY TRAFFIC

THROUGHOUT THE PROJECT, PROVIDING A MINIMUM OF

ONE (1) LANE OPEN IN EACH DIRECTION.

28. PROVIDE AND MAINTAIN INTERIM ACCESS FROM

ROADWAYS CURRENTLY IN USE TO ALL DRIVEWAYS

AND INTERSECTING STREETS OR ALLEYS.

29. BARRICADING AND PROJECT SIGNS SHALL CONFORM

TO TEXAS DEPARTMENT OF TRANSPORTATION MANUAL

OF UNIFORM TRAFFIC CONTROL DEVICES AND LATEST

UPDATES.

30. UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A

MINIMUM OF 95% STANDARD PROCTOR DENSITY

WITHIN 3% OF OPTIMUM MOISTURE CONTENT. FILL TO

BE PLACED IN A MAXIMUM OF 6" LIFTS.

31. ALL INTERSECTIONS SHALL ADHERE TO VISIBILITY

TRIANGLE REQUIREMENTS OF THE LOCAL GOVERNING

BODY.

HARDSCAPE NOTES

1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL

DESIGNATED CLEARING AREAS, TREES, AND SHRUBS WITH

THE LANDSCAPE ARCHITECT PRIOR TO CLEARING

ACTIVITIES.

2. THE CONTRACTOR SHALL REMOVE ONLY THOSE TREES

AND SHRUBS WITHIN THE CLEARING AREAS DESIGNATED

BY THE LANDSCAPE ARCHITECT.

3. THE CONTRACTOR SHALL COMPLETELY REMOVE STUMPS,

ROOTS AND OTHER DEBRIS PROTRUDING THROUGH THE

GROUND SURFACE TO A MINIMUM DEPTH OF 12".

4. THE CONTRACTOR SHALL REMOVE ALL SURFACE ROCKS,

DEAD AND DELETERIOUS MATERIAL, AND TRASH FROM

CONSTRUCTION AREA.

5. ANY PROTECTED TREE THAT IS DAMAGED OR REMOVED

PRIOR TO CLIENT APPROVAL SHALL BE MITIGATED PER

THE GOVERNING AGENCIES REQUIREMENTS BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE CLIENT.

6. ALL TREES ARE TO REMAIN UNLESS OTHERWISE NOTED.

EXTREME CAUTION AND CARE IS TO BE TAKEN WHEN

INSTALLING PROPOSED IMPROVEMENTS AROUND TREES.

7. AREA TO RECEIVE SELECT CLEARING AND GRUBBING

BASED ON IN FIELD DIRECTION FROM THE LANDSCAPE

ARCHITECT. CONTRACTOR IS TO USE EXTREME CAUTION

WITH MINIMAL ASSISTANCE FROM MACHINERY EQUIPMENT

IN ORDER TO PREVENT DAMAGE TO REMAINING TREES.

CLEARING NOTES

GENERAL NOTES GENERAL NOTES (CONTINUED) HARDSCAPE NOTES (CONTINUED)

GN.00

REVISIONS

ARCHITECT

PROJECT NUMBER

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NTP660-0157F

CLIENT

KEY MAP

LJA

2150 S Central Expressway Suite 300 McKinney, TX 75070

REMARKSDATEREVISION REMARKSDATEREVISION

ISSUE TITLE: ISSUE DATE:

PROJECT DESIGNER:DRAWN BY:

PROJECT MANAGER:

100% CONSTRUCTION

DOCUMENTS

12/17/25

BV

JS, TS JS

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

HI

B

C

ST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF

2 2

ET

X

C R

LDRE

CAANDS EP A

J R

L L

I

VJY

. II

SEAL

DECEMBER 17, 2025

CITY OF MCKINNEY

401 E. VIRGINIA ST.

MCKINNEY, TX 75069

TO

W

N E

LA

KE

DEVELOPMENT PERMIT

2025-00075

CITY STANDARD

NOTES

GN.01

REVISIONS

ARCHITECT

PROJECT NUMBER

G R

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BA

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NTP660-0157F

CLIENT

KEY MAP

LJA

2150 S Central Expressway Suite 300 McKinney, TX 75070

REMARKSDATEREVISION REMARKSDATEREVISION

ISSUE TITLE: ISSUE DATE:

PROJECT DESIGNER:DRAWN BY:

PROJECT MANAGER:

100% CONSTRUCTION

DOCUMENTS

12/17/25

BV

JS, TS JS

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

HI

B

C

ST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF

2 2

ET

X

C R

LDRE

CAANDS EP A

J R

L L

I

VJY

. II

SEAL

DECEMBER 17, 2025

CITY OF MCKINNEY

401 E. VIRGINIA ST.

MCKINNEY, TX 75069

TO

W

N E

LA

KE

CITY STANDARD

NOTES

GN.02

REVISIONS

ARCHITECT

PROJECT NUMBER

G R

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C O

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EX

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NTP660-0157F

CLIENT

KEY MAP

LJA

2150 S Central Expressway Suite 300 McKinney, TX 75070

REMARKSDATEREVISION REMARKSDATEREVISION

ISSUE TITLE: ISSUE DATE:

PROJECT DESIGNER:DRAWN BY:

PROJECT MANAGER:

100% CONSTRUCTION

DOCUMENTS

12/17/25

BV

JS, TS JS

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

HI

B

C

ST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF

2 2

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X

C R

LDRE

CAANDS EP A

J R

L L

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VJY

. II

SEAL

DECEMBER 17, 2025

CITY OF MCKINNEY

401 E. VIRGINIA ST.

MCKINNEY, TX 75069

TO

W

N E

LA

KE

54854

TOWNE LAKE

WILSON CREEK PARKWAY

WILSON CREEK TRAIL

FIELD 1

FIELD 2

FIELD 3

FIELD 4

FIELD 5

FIELD 6

KEY MAP

(FEET)

1 inch = ft.

6030 120

SCALE:A KEY MAP

1"= 60' PLAN

NORTH KM.00

REVISIONS

ARCHITECT

PROJECT NUMBER

G R

AD

Y

LI

TT

LE

JO

H N

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BA

LL

C O

M

PL

EX

M

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N N

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NTP660-0157F

CLIENT

KEY MAP

LJA

2150 S Central Expressway Suite 300 McKinney, TX 75070

REMARKSDATEREVISION REMARKSDATEREVISION

ISSUE TITLE: ISSUE DATE:

PROJECT DESIGNER:DRAWN BY:

PROJECT MANAGER:

100% CONSTRUCTION

DOCUMENTS

12/17/25

BV

JS, TS JS

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

HI

B

C

ST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF

2 2

ET

X

C R

LDRE

CAANDS EP A

J R

L L

I

VJY

. II

SEAL

DECEMBER 17, 2025

CITY OF MCKINNEY

401 E. VIRGINIA ST.

MCKINNEY, TX 75069

TO

W

N E

LA

KE

DEVELOPMENT PERMIT

2025-00075

RE: A/LX.01

RE: B/LX.01

RE: A/LX.02

RE: A/SP.03

RELEASED FOR CONSTRUCTION

CITY OF McKINNEY ENGINEERING DEPARTMENT

January 27, 2026 by Jennifer Jackson, P.E.

Prior to commencing construction, the owner or their representative shall hold a Pre-Construction Conference with and be issued a Development Permit by the City of McKinney Engineering Department. A copy of the Development

Permit and these stamped construction drawings shall be maintained on the construction site at all times. If a conflict is found between these construction drawings and the City of McKinney Construction Standards, the City of McKinney Construction Standards shall govern.

X:\Development Services\EngineeringFiles\DEV\2025\DEV2025-00075 Grady Littlejohn Redevelopment\2026-01-15 Post Approval Submittal\2026.01.15 Grady Littlejohn_Revised Civil Development Plans.pdf 01/27/2026 4:06:13 PM Jennifer Jackson, P.E.

54854

TOWNE LAKE

WILSON CREEK PARKWAY

WILSON CREEK TRAIL

FIELD 1

FIELD 2

FIELD 3

FIELD 4

FIELD 5

FIELD 6

ALL EXISTING SITE PERIMETER

TREES TO REMAIN AND BE

PROTECTED, TYP.

TREE PROTECTION

OVERALL SITE PLAN

(FEET)

1 inch = ft.

6030 120

SCALE:A TREE PROTECTION SITE PLAN

1"= 60' PLAN

NORTH TP.00

REVISIONS

ARCHITECT

PROJECT NUMBER

G R

AD

Y

LI

TT

LE

JO

H N

SO

FT

BA

LL

C O

M

PL

EX

M

C

KI

N N

EY

, T

EX

AS

NTP660-0157F

CLIENT

KEY MAP

LJA

2150 S Central Expressway Suite 300 McKinney, TX 75070

REMARKSDATEREVISION REMARKSDATEREVISION

ISSUE TITLE: ISSUE DATE:

PROJECT DESIGNER:DRAWN BY:

PROJECT MANAGER:

100% CONSTRUCTION

DOCUMENTS

12/17/25

BV

JS, TS JS

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

HI

B

C

ST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF

2 2

ET

X

C R

LDRE

CAANDS EP A

J R

L L

I

VJY

. II

SEAL

DECEMBER 17, 2025

CITY OF MCKINNEY

401 E. VIRGINIA ST.

MCKINNEY, TX 75069

TO

W

N E

LA

KE

DEVELOPMENT PERMIT

2025-00075

RE: A/TP.01

RE: B/TP.01

GENERAL NOTES

1. THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR ENTIRE AREA WITHIN TREE PROTECTION FENCE:

· ALL WORK WITHIN 15 FEET OF EXISTING TREE TRUCKS SHALL BE DONE BY HAND.

· WHERE TRENCHING IS REQUIRED, EXCAVATE UNDER OR AROUND TREE ROOTS BY HAND OR WITH AIR SPADE, OR TUNNEL UNDER ROOTS

BY HORIZONTAL AUGER BORING. DO NOT CUT MAIN LATERAL TREE ROOTS OR TAPROOTS. ONLY CUT ROOTS LESS THAN 1/2" DIA. WHICH

INTERFERE WITH INSTALLATION OF UTILITIES.

· ALL ROOTS 2" OR LARGER IN CALIPER THAT ARE CUT WITHIN HARDSCAPE PATH FOOTPRINT SHALL BE CUT OFF SQUARE.

· DO NOT ALLOW EXPOSED ROOTS TO DRY OUT BEFORE PLACING PERMANENT BACKFILL.

· DO NOT DIRECT VEHICLE OR EQUIPMENT EXHAUST TOWARD PROTECTION ZONES.

· PROHIBIT HEAT SOURCES, FLAMES, IGNITION SOURCES, AND SMOKING WITHIN OR NEAR TREE PROTECTION ZONES.

2. THE FOLLOWING PRACTICES ARE PROHIBITED WITHIN TREE PROTECTION FENCING:

· STORAGE OF CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATION MATERIAL

· MOVING OR PARKING VEHICLES, HEAVY MACHINERY OR EQUIPMENT

· CONCENTRATED FOOT TRAFFIC

· ERECTION OF SHEDS OR STRUCTURES

· IMPOUNDMENT OF WATER

· EXCAVATION OR DIGGING UNLESS WITHIN THE FOOTPRINT OF PROPOSED SITE HARDSCAPE ELEMENTS

· ATTACHMENT OF SIGNS TO OR WRAPPING MATERIALS AROUND TREES UNLESS OTHERWISE DIRECTED

3. ALL TREES ARE TO REMAIN UNLESS OTHERWISE NOTED. EXTREME CAUTION AND CARE IS TO BE TAKEN WHEN PERFORMING SELECTIVE TREE

REMOVAL AND WHEN INSTALLING PROPOSED IMPROVEMENTS AROUND TREES TO REMAIN.

4. CONTRACTOR SHALL PERFORM SELECTIVE TREE REMOVAL BY REMOVING ONLY TREES WHICH HAVE BEEN DESIGNATED PER THE PLANS.

CONTRACTOR IS TO USE EXTREME CAUTION WITH MINIMAL ASSISTANCE FROM MACHINERY EQUIPMENT IN ORDER TO PREVENT DAMAGE TO

EXISTING TREES TO REMAIN.

5. UNDER TREE CANOPY OF EXISTING TREES TO REMAIN, CONTRACTOR SHALL CUT TREE TRUNKS TO LEVEL OF EXISTING GRADE AND LEAVE ROOTS IN PLACE TO AVOID DAMAGE TO ROOT SYSTEMS OF AN ADJACENT TREE. WHEN TREE STUMP IS LOCATED WITHIN PROPOSED HARDSCAPE FOOTPRINT, CONTRACTOR SHALL COMPLETELY REMOVE STUMP AND ROOTS WHICH PROTRUDE THROUGH THE GROUND SURFACE TO A MINIMUM

DEPTH OF 8" WITHIN THE EXTENTS OF THE PROPOSED HARDSCAPE ELEMENT.

6. ANY PROTECTED TREE THAT IS DAMAGED OR REMOVED PRIOR TO CLIENT OR LANDSCAPE ARCHITECT APPROVAL SHALL BE MITIGATED PER THE GOVERNING AGENCIES REQUIREMENTS BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CLIENT.

TREE PROTECTION LEGEND

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

EXISTING TREE TO REMAIN

AND BE PROTECTED EXISTING CONTOUR

EXISTING TREE CANOPY EXISTING LIGHT POLE

TREE PROTECTION

FENCING

RE: TP.03

EXISTING TREE TO BE

REMOVED

RE: DM.01 - DM.02

RE: A/TP.02

FIELD 1

FIELD 6

M

AT

C H

LI

N

E 'A

R

E:

A

/T P.

M

AT

C H

LI

N

E 'A

R

E:

A

/T P.

EXISTING TREE TO BE

REMOVED, TYP.

RE: DM.00 SERIES

EXISTING TREE TO BE

REMOVED, TYP.

RE: DM.00 SERIES

EXISTING FIELD LIGHT

POLE, TYP.

EXISTING FENCE, TYP.

EXISTING FIELD LIGHT

POLE, TYP.

EXISTING FENCE, TYP.

EXISTING IRRIGATION

BOX, TYP.

EXISTING IRRIGATION

BOX, TYP.

EXISTING CONCRETE

SIDEWALK, TYP.

EXISTING IRRIGATION

BOX, TYP.

EXISTING CONCRETE

SIDEWALK, TYP.

EXISTING TREE TO

REMAIN, TYP.

EXISTING TREE TO

REMAIN, TYP.

APPROXIMATE LOCATION OF

EXISTING SANITARY SEWER

APPROXIMATE LOCATION OF

EXISTING WATER LINE

54854

7FIELD 3

FIELD 4

EXISTING FIELD LIGHT

POLE, TYP.

EXISTING FENCE, TYP.

EXISTING BOLLARDS,

TYP.

EXISTING CONCRETE

SIDEWALK, TYP.

M

AT

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R

E:

B

/T P.

M

AT

C H

LI

N

E 'B

R

E:

A

/T P.

LI

M

IT

O

F W

O R

K R

E:

D

O G

P

AR

K

PL

AN

S

REVISIONS

ARCHITECT

PROJECT NUMBER

G R

AD

Y

LI

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LE

JO

H N

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BA

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C O

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PL

EX

M

C

KI

N N

EY

, T

EX

AS

NTP660-0157F

CLIENT

KEY MAP

LJA

2150 S Central Expressway Suite 300 McKinney, TX 75070

REMARKSDATEREVISION REMARKSDATEREVISION

ISSUE TITLE: ISSUE DATE:

PROJECT DESIGNER:DRAWN BY:

PROJECT MANAGER:

100% CONSTRUCTION

DOCUMENTS

12/17/25

BV

JS, TS JS

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

HI

B

C

ST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF

2 2

ET

X

C R

LDRE

CAANDS EP A

J R

L L

I

VJY

. II

SEAL

DECEMBER 17, 2025

CITY OF MCKINNEY

401 E. VIRGINIA ST.

MCKINNEY, TX 75069

TO

W

N E

LA

KE

DEVELOPMENT PERMIT

2025-00075

TREE PROTECTION

PLAN

(FEET)

1 inch = ft.

2010 40

SCALE:A TREE PROTECTION PLAN

1"= 20' PLAN

NORTH TP.01

SCALE:B TREE PROTECTION PLAN

1"= 20' PLAN (FEET)

1 inch = ft.

2010 40

NORTH

TREE PROTECTION LEGEND

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

EXISTING TREE TO REMAIN

AND BE PROTECTED EXISTING CONTOUR

EXISTING TREE CANOPY EXISTING LIGHT POLE

TREE PROTECTION

FENCING

RE: TP.03

EXISTING TREE TO BE

REMOVED

RE: DM.01 - DM.02

GENERAL NOTES

1. THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR ENTIRE AREA WITHIN TREE PROTECTION FENCE:

· ALL WORK WITHIN 15 FEET OF EXISTING TREE TRUCKS SHALL BE DONE BY HAND.

· WHERE TRENCHING IS REQUIRED, EXCAVATE UNDER OR AROUND TREE ROOTS BY HAND OR WITH AIR SPADE, OR TUNNEL UNDER ROOTS

BY HORIZONTAL AUGER BORING. DO NOT CUT MAIN LATERAL TREE ROOTS OR TAPROOTS. ONLY CUT ROOTS LESS THAN 1/2" DIA. WHICH

INTERFERE WITH INSTALLATION OF UTILITIES.

· ALL ROOTS 2" OR LARGER IN CALIPER THAT ARE CUT WITHIN HARDSCAPE PATH FOOTPRINT SHALL BE CUT OFF SQUARE.

· DO NOT ALLOW EXPOSED ROOTS TO DRY OUT BEFORE PLACING PERMANENT BACKFILL.

· DO NOT DIRECT VEHICLE OR EQUIPMENT EXHAUST TOWARD PROTECTION ZONES.

· PROHIBIT HEAT SOURCES, FLAMES, IGNITION SOURCES, AND SMOKING WITHIN OR NEAR TREE PROTECTION ZONES.

2. THE FOLLOWING PRACTICES ARE PROHIBITED WITHIN TREE PROTECTION FENCING:

· STORAGE OF CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATION MATERIAL

· MOVING OR PARKING VEHICLES, HEAVY MACHINERY OR EQUIPMENT

· CONCENTRATED FOOT TRAFFIC

· ERECTION OF SHEDS OR STRUCTURES

· IMPOUNDMENT OF WATER

· EXCAVATION OR DIGGING UNLESS WITHIN THE FOOTPRINT OF PROPOSED SITE HARDSCAPE ELEMENTS

· ATTACHMENT OF SIGNS TO OR WRAPPING MATERIALS AROUND TREES UNLESS OTHERWISE DIRECTED

3. ALL TREES ARE TO REMAIN UNLESS OTHERWISE NOTED. EXTREME CAUTION AND CARE IS TO BE TAKEN WHEN PERFORMING SELECTIVE TREE

REMOVAL AND WHEN INSTALLING PROPOSED IMPROVEMENTS AROUND TREES TO REMAIN.

4. CONTRACTOR SHALL PERFORM SELECTIVE TREE REMOVAL BY REMOVING ONLY TREES WHICH HAVE BEEN DESIGNATED PER THE PLANS.

CONTRACTOR IS TO USE EXTREME CAUTION WITH MINIMAL ASSISTANCE FROM MACHINERY EQUIPMENT IN ORDER TO PREVENT DAMAGE TO

EXISTING TREES TO REMAIN.

5. UNDER TREE CANOPY OF EXISTING TREES TO REMAIN, CONTRACTOR SHALL CUT TREE TRUNKS TO LEVEL OF EXISTING GRADE AND LEAVE ROOTS IN PLACE TO AVOID DAMAGE TO ROOT SYSTEMS OF AN ADJACENT TREE. WHEN TREE STUMP IS LOCATED WITHIN PROPOSED HARDSCAPE FOOTPRINT, CONTRACTOR SHALL COMPLETELY REMOVE STUMP AND ROOTS WHICH PROTRUDE THROUGH THE GROUND SURFACE TO A MINIMUM

DEPTH OF 8" WITHIN THE EXTENTS OF THE PROPOSED HARDSCAPE ELEMENT.

6. ANY PROTECTED TREE THAT IS DAMAGED OR REMOVED PRIOR TO CLIENT OR LANDSCAPE ARCHITECT APPROVAL SHALL BE MITIGATED PER THE GOVERNING AGENCIES REQUIREMENTS BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CLIENT.

FIELD 2

FIELD 3

FIELD 4

FIELD 5

M

AT

C H

LI

N

E 'A

R

E:

A

/T P.

M

AT

C H

LI

N

E 'A

R

E:

A

/T P.

EXISTING TREE TO BE

REMOVED, TYP.

RE: DM.00 SERIES

EXISTING TREE TO BE

REMOVED, TYP.

RE: DM.00 SERIES

EXISTING TREE AND

CANOPY TO REMAIN AND

BE PROTECTED, TYP.

TREE PROTECTION FENCING, TYP.

PER CITY STANDARD DETAILS

RE: TP.03

TREE PROTECTION

FENCING, TYP. PER CITY

STANDARD DETAILS

RE: TP.03

EXISTING UTILITY,

TYP.

EXISTING PEDESTRIAN

LIGHT POLE, TYP.

EXISTING IRRIGATION

BOX, TYP.

EXISTING ELECTRICAL

EQUIPMENT, TYP.

EXISTING SHADE

STRUCTURE

EXISTING PLAYGROUND

EXISTING FIELD LIGHT

POLE, TYP.

EXISTING UTILITY, TYP.

EXISTING IRRIGATION

CONTROL BOX, TYP.

EXISTING FENCE, TYP.

EXISTING FENCE, TYP.

EXISTING DROP INLET

EXISTING IRRIGATION

BOX, TYP.

EXISTING FIELD LIGHT

POLE, TYP.

EXISTING TREE AND

CANOPY TO REMAIN AND

BE PROTECTED, TYP.

EXISTING PEDESTRIAN

LIGHT POLE, TYP

EXISTING SHADE

STRUCTURE

M

AT

C H

LI

N

E 'B

R

E:

B

/T P.

M

AT

C H

LI

N

E 'B

R

E:

A

/T P.

EXISTING DROP INLET

EXISTING TREE TO BE

REMOVED, TYP.

RE: DM.00 SERIES

EXISTING FIELD

LIGHT POLE, TYP.

EXPAND TREE PROTECTION FENCING

AREA AFTER SITE DEMOLITION TO

EDGES OF PROPOSED HARDSCAPE, TYP.

EXPAND TREE PROTECTION FENCING

AREA AFTER SITE DEMOLITION TO

EDGES OF PROPOSED HARDSCAPE, TYP.

APPROXIMATE LOCATION OF

EXISTING STORM LINE

APPROXIMATE LOCATION OF

EXISTING SANITARY SEWER

APPROXIMATE LOCATION OF

EXISTING WATER LINE

REVISIONS

ARCHITECT

PROJECT NUMBER

G R

AD

Y

LI

TT

LE

JO

H N

SO

FT

BA

LL

C O

M

PL

EX

M

C

KI

N N

EY

, T

EX

AS

NTP660-0157F

CLIENT

KEY MAP

LJA

2150 S Central Expressway Suite 300 McKinney, TX 75070

REMARKSDATEREVISION REMARKSDATEREVISION

ISSUE TITLE: ISSUE DATE:

PROJECT DESIGNER:DRAWN BY:

PROJECT MANAGER:

100% CONSTRUCTION

DOCUMENTS

12/17/25

BV

JS, TS JS

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

HI

B

C

ST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF

2 2

ET

X

C R

LDRE

CAANDS EP A

J R

L L

I

VJY

. II

SEAL

DECEMBER 17, 2025

CITY OF MCKINNEY

401 E. VIRGINIA ST.

MCKINNEY, TX 75069

TO

W

N E

LA

KE

DEVELOPMENT PERMIT

2025-00075

TREE PROTECTION

PLAN

(FEET)

1 inch = ft.

2010 40

NORTH TP.02

SCALE:A TREE PROTECTION PLAN

1"= 20' PLAN

GENERAL NOTES

1. THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR ENTIRE AREA WITHIN TREE PROTECTION FENCE:

· ALL WORK WITHIN 15 FEET OF EXISTING TREE TRUCKS SHALL BE DONE BY HAND.

· WHERE TRENCHING IS REQUIRED, EXCAVATE UNDER OR AROUND TREE ROOTS BY HAND OR WITH AIR SPADE, OR TUNNEL UNDER ROOTS

BY HORIZONTAL AUGER BORING. DO NOT CUT MAIN LATERAL TREE ROOTS OR TAPROOTS. ONLY CUT ROOTS LESS THAN 1/2" DIA. WHICH

INTERFERE WITH INSTALLATION OF UTILITIES.

· ALL ROOTS 2" OR LARGER IN CALIPER THAT ARE CUT WITHIN HARDSCAPE PATH FOOTPRINT SHALL BE CUT OFF SQUARE.

· DO NOT ALLOW EXPOSED ROOTS TO DRY OUT BEFORE PLACING PERMANENT BACKFILL.

· DO NOT DIRECT VEHICLE OR EQUIPMENT EXHAUST TOWARD PROTECTION ZONES.

· PROHIBIT HEAT SOURCES, FLAMES, IGNITION SOURCES, AND SMOKING WITHIN OR NEAR TREE PROTECTION ZONES.

2. THE FOLLOWING PRACTICES ARE PROHIBITED WITHIN TREE PROTECTION FENCING:

· STORAGE OF CONSTRUCTION MATERIALS, DEBRIS, OR EXCAVATION MATERIAL

· MOVING OR PARKING VEHICLES, HEAVY MACHINERY OR EQUIPMENT

· CONCENTRATED FOOT TRAFFIC

· ERECTION OF SHEDS OR STRUCTURES

· IMPOUNDMENT OF WATER

· EXCAVATION OR DIGGING UNLESS WITHIN THE FOOTPRINT OF PROPOSED SITE HARDSCAPE ELEMENTS

· ATTACHMENT OF SIGNS TO OR WRAPPING MATERIALS AROUND TREES UNLESS OTHERWISE DIRECTED

3. ALL TREES ARE TO REMAIN UNLESS OTHERWISE NOTED. EXTREME CAUTION AND CARE IS TO BE TAKEN WHEN PERFORMING SELECTIVE TREE

REMOVAL AND WHEN INSTALLING PROPOSED IMPROVEMENTS AROUND TREES TO REMAIN.

4. CONTRACTOR SHALL PERFORM SELECTIVE TREE REMOVAL BY REMOVING ONLY TREES WHICH HAVE BEEN DESIGNATED PER THE PLANS.

CONTRACTOR IS TO USE EXTREME CAUTION WITH MINIMAL ASSISTANCE FROM MACHINERY EQUIPMENT IN ORDER TO PREVENT DAMAGE TO

EXISTING TREES TO REMAIN.

5. UNDER TREE CANOPY OF EXISTING TREES TO REMAIN, CONTRACTOR SHALL CUT TREE TRUNKS TO LEVEL OF EXISTING GRADE AND LEAVE ROOTS IN PLACE TO AVOID DAMAGE TO ROOT SYSTEMS OF AN ADJACENT TREE. WHEN TREE STUMP IS LOCATED WITHIN PROPOSED HARDSCAPE FOOTPRINT, CONTRACTOR SHALL COMPLETELY REMOVE STUMP AND ROOTS WHICH PROTRUDE THROUGH THE GROUND SURFACE TO A MINIMUM

DEPTH OF 8" WITHIN THE EXTENTS OF THE PROPOSED HARDSCAPE ELEMENT.

6. ANY PROTECTED TREE THAT IS DAMAGED OR REMOVED PRIOR TO CLIENT OR LANDSCAPE ARCHITECT APPROVAL SHALL BE MITIGATED PER THE GOVERNING AGENCIES REQUIREMENTS BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CLIENT.

TREE PROTECTION LEGEND

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

EXISTING TREE TO REMAIN

AND BE PROTECTED EXISTING CONTOUR

EXISTING TREE CANOPY EXISTING LIGHT POLE

TREE PROTECTION

FENCING

RE: TP.03

EXISTING TREE TO BE

REMOVED

RE: DM.01 - DM.02

REVISIONS

ARCHITECT

PROJECT NUMBER

G R

AD

Y

LI

TT

LE

JO

H N

SO

FT

BA

LL

C O

M

PL

EX

M

C

KI

N N

EY

, T

EX

AS

NTP660-0157F

CLIENT

KEY MAP

LJA

2150 S Central Expressway Suite 300 McKinney, TX 75070

REMARKSDATEREVISION REMARKSDATEREVISION

ISSUE TITLE: ISSUE DATE:

PROJECT DESIGNER:DRAWN BY:

PROJECT MANAGER:

100% CONSTRUCTION

DOCUMENTS

09/08/25

BV

JS, TS JS

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

HI

B

C

ST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF

2 2

ET

X

C R

LDRE

CAANDS EP A

J R

L L

I

VJY

. II

SEAL

SEPTEMBER 8, 2025

CITY OF MCKINNEY

401 E. VIRGINIA ST.

MCKINNEY, TX 75069

TO

W

N E

LA

KE

DEVELOPMENT PERMIT

2025-00075

TREE PRESERVATION

CHART

TP.03

City of McKinney - Tree Preservation Ian Erickson - ISA Certified Arborist

Urban Forester ierickson@mckinneytexas.org

(972)547-9014 Tree Preservation

Approved 09/10/2025

FIELD 1

FIELD 6

EXISTING FIELD LIGHT

POLE, TYP.

EXISTING FENCE, TYP.

EXISTING FIELD LIGHT

POLE, TYP.

EXISTING FENCE, TYP.

EXISTING IRRIGATION

BOX, TYP.

CONTRACTOR TO PROVIDE AND MAINTAIN

CONCRETE WASHOUT FACILITY THROUGHOUT

CONSTRUCTION PER CITY OF MCKINNEY

STANDARD DETAIL

RE: 1080M/SP.04

6'-0" TALL CHAIN LINK

TEMPORARY FENCING W/ GATED

CONSTRUCTION ENTRANCE

STABILIZED CONSTRUCTION ACCESS PER

CITY OF MCKINNEY STANDARD DETAIL

RE: 1070M/SP.04

CONSTRUCTION STAGING

ZONE; COORDINATE EXACT

LOCATION WITH OWNER

EXISTING IRRIGATION

BOX, TYP.

CONSTRUCTION STAGING

ZONE; COORDINATE EXACT

LOCATION WITH OWNER

SILT FENCING PER CITY

STANDARD DETAILS

RE: SP.04

EXISTING CONCRETE

SIDEWALK, TYP.

EXISTING IRRIGATION

BOX, TYP.

EXISTING CONCRETE

SIDEWALK, TYP.

M

AT

C H

LI

N

E 'A

R

E:

A

/S P.

M

AT

C H

LI

N

E 'A

R

E:

A

/S P.

6'-0" TALL CHAIN LINK

TEMPORARY FENCING

SILT FENCING PER CITY

STANDARD DETAILS

RE: SP.04

SILT FENCING PER CITY

STANDARD DETAILS

RE: SP.04

SILT FENCING PER CITY

STANDARD DETAILS

RE: SP.04

APPROXIMATE LOCATION OF

EXISTING SANITARY SEWER

APPROXIMATE LOCATION OF

EXISTING WATER LINE

'-0

50'-0"

54854

7FIELD 3

FIELD 4

EXISTING FIELD LIGHT

POLE, TYP.

EXISTING FENCE, TYP.

EXISTING BOLLARDS,

TYP.

SILT FENCING PER CITY

STANDARD DETAILS

RE: SP.04

LI

M

IT

O

F W

O R

K

M

AT

C H

LI

N

E 'B

R

E:

B

/S P.

M

AT

C H

LI

N

E 'B

R

E:

A

/S P.

R E:

D O

G P

AR

K

PL

AN

S

REVISIONS

ARCHITECT

PROJECT NUMBER

G R

AD

Y

LI

TT

LE

JO

H N

SO

FT

BA

LL

C O

M

PL

EX

M

C

KI

N N

EY

, T

EX

AS

NTP660-0157F

CLIENT

KEY MAP

LJA

2150 S Central Expressway Suite 300 McKinney, TX 75070

REMARKSDATEREVISION REMARKSDATEREVISION

ISSUE TITLE: ISSUE DATE:

PROJECT DESIGNER:DRAWN BY:

PROJECT MANAGER:

100% CONSTRUCTION

DOCUMENTS

12/17/25

BV

JS, TS JS

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

HI

B

C

ST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF

2 2

ET

X

C R

LDRE

CAANDS EP A

J R

L L

I

VJY

. II

SEAL

DECEMBER 17, 2025

CITY OF MCKINNEY

401 E. VIRGINIA ST.

MCKINNEY, TX 75069

TO

W

N E

LA

KE

DEVELOPMENT PERMIT

2025-00075

SITE PREPARATION

& EROSION

CONTROL PLAN

(FEET)

1 inch = ft.

2010 40

SCALE:A

SITE PREPARATION &

EROSION CONTROL PLAN

1"= 20' PLAN

NORTH SP.01

SCALE:B

SITE PREPARATION &

EROSION CONTROL PLAN

1"= 20' PLAN (FEET)

1 inch = ft.

2010 40

NORTH

SITE PREPARATION LEGEND

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

EXISTING TREE TO REMAIN EXISTING CONTOUR

EXISTING TREE CANOPY EXISTING LIGHT POLE

TO REMAIN

SILT FENCE

RE: SP.04

TEMPORARY

CONSTRUCTION FENCE

RE: SP.04

TREE PROTECTION

FENCING

RE: TP.03

GENERAL NOTES

1. CONTRACTOR TO FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO OBTAIN ALL REQUIRED SWPPP PERMITS PRIOR TO CONSTRUCTION.

3. ALL STORMWATER CONTROL MEASURES (SCM) MUST BE DESIGNED, INSTALLED, AND MAINTAINED TO RETAIN SEDIMENT ON-SITE

TO THE EXTENT PRACTICAL.

4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SCMs THROUGHOUT CONSTRUCTION ON A DAILY BASIS. CONTRACTOR

MUST REMOVE SEDIMENT FROM ALL APPLICABLE CONTROLS WHEN DESIGN SILT STORAGE CAPACITY HAS BEEN REDUCED BY 50%. WHEN INSPECTIONS IDENTIFY CONTROLS OPERATING INEFFECTIVELY, THE CONTROLS SHALL BE MAINTAINED AT MINIMIUM BIWEEKLY AND BEFORE, DURING, AFTER A RAIN EVENT. EACH INSPECTION SHALL BE KEPT IN A LOG.

5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN PROBLEMS OR IF THE CONTRACTOR'S PLAN DOES NOT FUNCTION AS INTENDED. A REPRESENTATIVE OF THE ARCHITECT, CITY OR STATE MAY REQUIRE ADDITIONAL CONTROL DEVICES UPON INSPECTION OF FACILITIES. ADDITIONAL MEASURES, IF REQUIRED, SHALL BE INSTALLED AT NO

ADDITIONAL COST TO THE OWNER.

6. CONTRACTOR SHALL MONITOR OFF-SITE ACCUMULATIONS OF SEDIMENT ESCAPING THE PROJECT SITE AND REMOVE ACCUMULATED SEDIMENT IMMEDIATELY. SEDIMENTATION WITHIN STREETS OR PARKING LOT ADJACENT TO THE PROJECT SITE MUST BE REMOVED PRIOR TO RAINFALL EVENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL FINES FOR

VIOLATIONS REGARDING EROSION CONTROL.

7. CONTRACTOR SHALL ENSURE THAT ALL LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS ARE PREVENTED

FROM BECOMING POLLUTANT SOURCES.

8. OFF-SITE MATERIAL STORAGE AREAS USED SOLELY FOR THIS PROJECT, INCLUDING FILL STOCKPILES AND BORROW AREAS (AS APPLICABLE), MUST BE PREVENTED FROM BECOMING POLLUTANT SOURCES BY INSTALLATION OF BMP'S.

9. CONTRACTOR SHALL INSPECT ACCESSIBLE DISCHARGE LOCATIONS IN ORDER TO VERIFY THAT EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO THE RECEIVING DRAINAGE SYSTEM.

10. CONTRACTOR SHALL IDENTIFY ALL SOURCES OF ALLOWABLE NON-STORM WATER THAT WILL BE COMBINED WITH STORM WATER AT THE SITE AND ENSURE IMPLEMENTATION OF APPROPRIATE POLLUTION PREVENTION MEASURES FOR NON-STORM WATER

COMPONENTS OF DISCHARGE.

11. AT THE END OF CONSTRUCTION, CONTRACTOR SHALL REMOVE SCMs IN ADDITION TO ALL SEDIMENT AND TRASH THAT MAY HAVE

BEEN DEPOSITED IN NEW AND EXISTING PIPES, STRUCTURES, AND BMPS.

CITY REQUIRED EROSION CONTROL NOTES

TEMPORARY CONTROLS:

· SEDIMENTATION BASINS REQUIRED FOR DRAINAGE AREAS 10 ACRES OR MORE.

· TEMPORARY CONTROLS MUST INCLUDE METHODS TO REDUCE DUST FROM THE

CONSTRUCTION SITE. THIS MAY INCLUDE WETTING HAUL ROADS OR AREAS OF

EXCAVATION PRIOR TO BEGINNING WORK.

· TWO LAYERS OF SILT FENCE SHALL BE INSTALLED ADJACENT TO FLOODPLAIN AREAS.

· ALL EROSION CONTROL BMPS ARE TO BE ROUTINELY INSPECTED AND REPAIRED AS

NECESSARY THROUGHOUT THE DURATION OF CONSTRUCTION.

FINAL STABILIZATION:

· CONTRACTOR TO RE-STABILIZE AND RE-VEGETATE ALL DISTURBED AREAS PRIOR TO

FINAL ACCEPTANCE. FINAL STABILIZATION THROUGH VEGETATION WILL REQUIRE

100% COVERAGE AT 70% DENSITY.

· CONTRACTOR TO INSTALL CURLEX EROSION MATTING OR APPROVED EQUIVALENT

ON ALL AREAS OF 10H:1V SLOPE OR GREATER.

· FOR AREAS WITH NO SIDEWALK, SOD SHALL BE PLACED TO COVER THE FIRST FOUR

FEET BEHIND THE CURB OR THE ENTIRE AREA FROM THE CURB TO THE

RIGHT-OF-WAY LINE, WHICHEVER IS SMALLER.

· FOR AREAS WHERE THE SIDEWALK IS NOT AT THE BACK OF CURB, SOD SHALL BE

PLACED TO COVER THE FIRST 4 FEET BEHIND THE CURB OR THE ENTIRE AREA

BETWEEN THE CURB AND THE SIDEWALK, WHICHEVER IS GREATER. SOD SHALL ALSO

BE PLACED TO COVER THE FIRST 2 FEET BEHIND THE BACK OF SIDEWALK OR THE

ENTIRE AREA FROM THE BACK OF SIDEWALK TO THE RIGHT-OF-WAY LINE.

· FOR AREAS WHERE THE SIDEWALK IS AT THE BACK OF CURB, SOD SHALL BE PLACED

TO COVER THE FIRST FOUR FEET ADJACENT TO THE SIDEWALK OR THE ENTIRE AREA

FROM THE SIDEWALK TO THE RIGHT-OF-WAY LINE.

· SOD SHALL BE PLACED TO COVER THE FIRST FOUR FEET BEHIND THE CURB OF ALL

MEDIAN AREAS.

RELEASED FOR CONSTRUCTION

CITY OF McKINNEY ENGINEERING DEPARTMENT

January 27, 2026 by Jennifer Jackson, P.E.

Prior to commencing construction, the owner or their representative shall hold a Pre-Construction Conference with and be issued a Development Permit by the City of McKinney Engineering Department. A copy of the Development

Permit and these stamped construction drawings shall be maintained on the construction site at all times. If a conflict is found between these construction drawings and the City of McKinney Construction Standards, the City of

X:\Development Services\EngineeringFiles\DEV\2025\DEV2025-00075 Grady Littlejohn Redevelopment\2026-01-27 DWGS(DEV2025-00075)(Grady LittleJohn Redevelopment).pdf 01/27/2026 4:18:10 PM Jennifer Jackson, P.E.

FIELD 2

FIELD 3

FIELD 4

FIELD 5

EXISTING TREE CANOPY

EXISTING PEDESTRIAN

LIGHT POLE

EXISTING TREE

CANOPY

TREE PROTECTION

FENCING, TYP.

TREE PROTECTION

FENCING, TYP.

EXISTING UTILITY,

TYP.

EXISTING PEDESTRIAN

LIGHT POLE

EXISTING IRRIGATION

BOX, TYP.

EXISTING ELECTRICAL

EQUIPMENT

EXISTING SHADE

STRUCTURE

EXISTING SHADE

STRUCTURE

EXISTING PLAYGROUND,

EWF SURFACING, AND

SUBSURFACE DRAINAGE

EXISTING FIELD LIGHT

POLE, TYP.

EXISTING UTILITY, TYP.

EXISTING IRRIGATION

CONTROL BOX, TYP.

EXISTING FENCE, TYP.

EXISTING FIELD LIGHT

POLE, TYP.

EXISTING FENCE, TYP.

EXISTING DROP INLET

EXISTING BOLLARD

M

AT

C H

LI

N

E 'A

R

E:

A

/S P.

M

AT

C H

LI

N

E 'A

R

E:

A

/S P.

M

AT

C H

LI

N

E 'B

R

E:

B

/S P.

M

AT

C H

LI

N

E 'B

R

E:

A

/S P.

SILT FENCING PER CITY

STANDARD DETAILS

RE: SP.04

SILT FENCING PER CITY

STANDARD DETAILS

RE: SP.04

SILT FENCING PER CITY

STANDARD DETAILS

RE: SP.04

SILT FENCING PER CITY

STANDARD DETAILS

RE: SP.04

SILT FENCING PER CITY

STANDARD DETAILS

RE: SP.04

PROTECT EXISTING EWF AND

PLAYGROUND SUBSURFACE

DRAINAGE FROM SEDIMENT

INFILTRATION

DROP INLET PROTECTION

PER CITY STANDARD DETAILS

RE: SP.04

EXISTING DROP INLET

DROP INLET PROTECTION

PER CITY STANDARD DETAILS

RE: SP.04 APPROXIMATE LOCATION OF

EXISTING STORM LINE

APPROXIMATE LOCATION OF

EXISTING SANITARY SEWER

APPROXIMATE LOCATION

OF EXISTING WATER LINE

M

AT

C H

LI

N

E 'B

R

E:

A

/S P.

M

AT

C H

LI

N

E 'B

R

E:

A

/S P.

MATCHLINE 'B' (RE: A/SP.02)

MATCHLINE 'B' (RE: A/SP.03)

EXISTING FIELD LIGHT

POLE, TYP.

APPROXIMATE LOCATION

OF EXISTING WATER LINE

SILT FENCING PER CITY

STANDARD DETAILS

RE: SP.03

REVISIONS

ARCHITECT

PROJECT NUMBER

G R

AD

Y

LI

TT

LE

JO

H N

SO

FT

BA

LL

C O

M

PL

EX

M

C

KI

N N

EY

, T

EX

AS

NTP660-0157F

CLIENT

KEY MAP

LJA

2150 S Central Expressway Suite 300 McKinney, TX 75070

REMARKSDATEREVISION REMARKSDATEREVISION

ISSUE TITLE: ISSUE DATE:

PROJECT DESIGNER:DRAWN BY:

PROJECT MANAGER:

100% CONSTRUCTION

DOCUMENTS

12/17/25

BV

JS, TS JS

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

PROJECT

SHEET NO.

2150 South Central Expressway | Suite 380 | McKinney, Texas 75070 Phone 214.620.2800 FRN - F-1386

PLANNING | LANDSCAPE ARCHITECTURE

SHEET TITLE

DESIGN TEAM

HI

B

C

ST

E C

CT

TE

SA

ET

S

TA

I

RE

G

OF

2 2

ET

X

C R

LDRE

CAANDS EP A

J R

L L

I

VJY

. II

SEAL

DECEMBER 17, 2025

CITY OF MCKINNEY

401 E. VIRGINIA ST.

MCKINNEY, TX 75069

TO

W

N E

LA

KE

DEVELOPMENT PERMIT

2025-00075

(FEET)

1 inch = ft.

2010 40

NORTH SP.02

SCALE:A

SITE PREPARATION &

EROSION CONTROL PLAN

1"= 20' PLAN

SITE PREPARATION LEGEND

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

EXISTING TREE TO REMAIN EXISTING CONTOUR

EXISTING TREE CANOPY EXISTING LIGHT POLE

TO REMAIN

SILT FENCE

RE: SP.04

TEMPORARY

CONSTRUCTION FENCE

RE: SP.04

TREE PROTECTION

FENCING

RE: TP.03

SITE PREPARATION

& EROSION

CONTROL PLAN

GENERAL NOTES

1. CONTRACTOR TO FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO OBTAIN ALL REQUIRED SWPPP PERMITS PRIOR TO CONSTRUCTION.

3. ALL STORMWATER CONTROL MEASURES (SCM) MUST BE DESIGNED, INSTALLED, AND MAINTAINED TO RETAIN SEDIMENT ON-SITE

TO THE EXTENT PRACTICAL.

4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SCMs THROUGHOUT CONSTRUCTION ON A DAILY BASIS. CONTRACTOR

MUST REMOVE SEDIMENT FROM ALL APPLICABLE CONTROLS WHEN DESIGN SILT STORAGE CAPACITY HAS BEEN REDUCED BY 50%. WHEN INSPECTIONS IDENTIFY CONTROLS OPERATING INEFFECTIVELY, THE CONTROLS SHALL BE MAINTAINED AT MINIMIUM BIWEEKLY AND BEFORE, DURING, AFTER A RAIN EVENT. EACH INSPECTION SHALL BE KEPT IN A LOG.

5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN PROBLEMS OR IF THE CONTRACTOR'S PLAN DOES NOT FUNCTION AS INTENDED. A REPRESENTATIVE OF THE ARCHITECT, CITY OR STATE MAY REQUIRE ADDITIONAL CONTROL DEVICES UPON INSPECTION OF FACILITIES. ADDITIONAL MEASURES, IF REQUIRED, SHALL BE INSTALLED AT NO

ADDITIONAL COST TO THE OWNER.

6. CONTRACTOR SHALL MONITOR OFF-SITE ACCUMULATIONS OF SEDIMENT ESCAPING THE PROJECT SITE AND REMOVE ACCUMULATED SEDIMENT IMMEDIATELY. SEDIMENTATION WITHIN STREETS OR PARKING LOT ADJACENT TO THE PROJECT SITE MUST BE REMOVED PRIOR TO RAINFALL EVENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL FINES FOR

VIOLATIONS REGARDING EROSION CONTROL.

7. CONTRACTOR SHALL ENSURE THAT ALL LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS ARE PREVENTED

FROM BECOMING POLLUTANT SOURCES.

8. OFF-SITE MATERIAL STORAGE AREAS USED SOLELY FOR THIS PROJECT, INCLUDING FILL STOCKPILES AND BORROW AREAS (AS APPLICABLE), MUST BE PREVENTED FROM BECOMING POLLUTANT SOURCES BY INSTALLATION OF BMP'S.

9. CONTRACTOR SHALL INSPECT ACCESSIBLE DISCHARGE LOCATIONS IN ORDER TO VERIFY THAT EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO THE RECEIVING DRAINAGE SYSTEM.

10. CONTRACTOR SHALL IDENTIFY ALL SOURCES OF ALLOWABLE NON-STORM WATER THAT WILL BE COMBINED WITH STORM WATER AT THE SITE AND ENSURE IMPLEMENTATION OF APPROPRIATE POLLUTION PREVENTION MEASURES FOR NON-STORM WATER

COMPONENTS OF DISCHARGE.

11. AT THE END OF CONSTRUCTION, CONTRACTOR SHALL REMOVE SCMs IN ADDITION TO ALL SEDIMENT AND TRASH THAT MAY HAVE

BEEN DEPOSITED IN NEW AND EXISTING PIPES, STRUCTURES, AND BMPS.

CITY REQUIRED EROSION CONTROL NOTES

TEMPORARY CONTROLS:

· SEDIMENTATION BASINS REQUIRED FOR DRAINAGE AREAS 10 ACRES OR MORE.

· TEMPORARY CONTROLS MUST INCLUDE METHODS TO REDUCE DUST FROM THE

CONSTRUCTION SITE. THIS MAY INCLUDE WETTING HAUL ROADS OR AREAS OF

EXCAVATION PRIOR TO BEGINNING WORK.

· TWO LAYERS OF SILT FENCE SHALL BE INSTALLED ADJACENT TO FLOODPLAIN AREAS.

· ALL EROSION CONTROL BMPS ARE TO BE ROUTINELY INSPECTED AND REPAIRED AS

NECESSARY THROUGHOUT THE DURATION OF CONSTRUCTION.

FINAL STABILIZATION:

· CONTRACTOR TO RE-STABILIZE AND RE-VEGETATE ALL DISTURBED AREAS PRIOR TO

FINAL ACCEPTANCE. FINAL STABILIZATION THROUGH VEGETATION WILL REQUIRE

100% COVERAGE AT 70% DENSITY.

· CONTRACTOR TO INSTALL CURLEX EROSION MATTING OR APPROVED EQUIVALENT

ON ALL AREAS OF 10H:1V SLOPE OR GREATER.

· FOR AREAS WITH NO SIDEWALK, SOD SHALL BE PLACED TO COVER THE FIRST FOUR

FEET BEHIND THE CURB OR THE ENTIRE AREA FROM THE CURB TO THE

RIGHT-OF-WAY LINE, WHICHEVER IS SMALLER.

· FOR AREAS WHERE THE SIDEWALK IS NOT AT THE BACK OF CURB, SOD SHALL BE

PLACED TO COVER THE FIRST 4 FEET BEHIND THE CURB OR THE ENTIRE AREA

BETWEEN THE CURB AND THE SIDEWALK, WHICHEVER IS GREATER. SOD SHALL ALSO

BE PLACED TO COVER THE FIRST 2 FEET BEHIND THE BACK OF SIDEWALK OR THE

ENTIRE AREA FROM THE BACK OF SIDEWALK TO THE RIGHT-OF-WAY LINE.

· FOR AREAS WHERE THE SIDEWALK IS AT THE BACK OF CURB, SOD SHALL BE PLACED

TO COVER THE FIRST FOUR FEET ADJACENT TO THE SIDEWALK OR THE ENTIRE AREA

FROM THE SIDEWALK TO THE RIGHT-OF-WAY LINE.

· SOD SHALL BE PLACED TO COVER THE FIRST FOUR FEET BEHIND THE CURB OF ALL

MEDIAN AREAS.

RELEASED FOR CONSTRUCTION

CITY OF McKINNEY ENGINEERING DEPARTMENT

January 27, 2026 by Jennifer Jackson, P.E.

Prior to commencing construction, the owner or their representative shall hold a Pre-Construction Conference with and be issued a Development Permit by the City of McKinney Engineering Department. A copy of the Development

Permit and these stamped construction drawings shall be maintained on the construction site at all times.