Addendum 2- 354-FCFS27-01.pdf

Cary Tennis Park - Post Tension Concrete Court Conversion PR3106

Town of Cary

Frank Land Design, PC

362 West Street

Pittsboro, NC 27312

Attn: Garrett Frank

(919) 444.2544 garrettfrank@franklanddesign.com

Addendum #2 07/15/2026

This ADDENDUM forms a part of the Contract Documents and modifies the original Bidding

Documents as noted below. Bidders shall acknowledge receipt of the ADDENDUM in the space provided on the Bid Form. Failure to do so may subject the Bidder to Disqualification.

Where any article, division or subparagraph of the original contract documents or other addenda is supplemented herein, the provisions of the original documents shall remain in effect. All the supplemental provisions shall be considered as added thereto. Where any such article, division or subparagraphs are amended, voided or superseded thereby, the provisions of such article, division or subparagraph not so specifically amended, voided or superseded shall remain in effect.

The attention of the Contractor is called to the following clarifications, additions to and changes in the plans and specifications dated 18-June-2026 on the above job. It will be the responsibility of each

Contractor to call such clarifications, additions to and changes in the plans and specifications to the attention of subcontractors concerned. The Engineer in no way assumes any responsibility for notifying any subcontractor, material dealers or others not having received the original contract documents.

CHANGES TO PREVIOUS ADDENDUM

Item #1: The previous third paragraph of addendum 1 should be revised to read the correct date for bid plans and specifications as shown below.

The attention of the Contractor is called to the following clarifications, additions to and changes in the plans and specifications dated 18-JuneJuly-2026 on the above job. It will be the responsibility of each

Contractor to call such clarifications, additions to and changes in the plans and specifications to the attention of subcontractors concerned. The Engineer in no way assumes any responsibility for notifying any subcontractor, material dealers or others not having received the original contract documents.

CHANGES TO THE DRAWINGS

Due to text and formatting errors of Addendum 1, the following sheets are to be replace the erroneous addendum 1 sheets. The changes described to the sheets from Addendum 1 has not changes, but the formatting issue has been fixed.

Item #2: Replace Drawing C4.0 from Addendum 1 with attached drawing C4.0

Changes include:

Revised grading, materials, and products as clouded and noted.

Item #3: Replace Drawing C4.1 from Addendum 1 with attached drawing C4.1

Revised spot elevations per all layout and grading revisions.

Revised and updated cross sections to reflect any grading or pipe material changes.

Item #4: Replace Drawing L1.0 from Addendum 1 with attached drawing L1.0

Revised grass and mulch hatching to reflect layout changes.

Item #5: Replace Drawing A1.1 from Addendum 1 with attached drawing A1.1

Revised to add note about fabric roof structure to have a flame spread index not greater than 25 when tested in accordance with ASTM E84 or UL 723.

Attachments:

Revised - C4.0

Revised – C4.1

Revised – L1.0

Revised – A1.1

END OF ADDENDUM #2

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EX. 10" PVC

EX. 12"

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EX. 15" RCP

EX. 12" PVC

EX. 24"

RCP

EX. 24"

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EX. POWER

CONDUITS

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EX. FES

INV. OUT

353.36

LIMITS OF CONSTRUCTION

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INV. OUT 357.76

EX. FES

INV. OUT (E) 357.80

EX.FES

EX. YI RIM 359.36

INV. IN (N) 10" PVC 355.96'

INV. IN (E) 10" PVC 354.36'

INV. IN (S) 10" PVC 354.36

INV. OUT (W) 18" PVC 353.96'

INV. 352.97

EX. FES

EX. FES

INV. OUT

353.36

EX. YI RIM 364.30

INV. IN (E) 358.80'

INV. OUT (W) 358.64'

INV. OUT 365.16'

EX. FES

EX. YI RIM 365.36

INV. OUT (W) 10" PVC 362.71'

EX. YI RIM 368.97

INV. OUT (W)15" RCP 359.84'

EX. YI RIM 361.40

INV. IN (N) 10" PVC 356.67'

INV. IN (E) 10" PVC 356.70'

INV. OUT (W) 10" PVC 356.45'

EX. YI RIM 359.14'

INV. OUT (E) 357.94'

TO REMAIN

EX. YI RIM 359.37

INV. OUT (W) 354.45'

TP TP TP

TP

TP

EX. YI RIM 369.42'

INV 367.02'

LIMITS OF CONSTRUCTION

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EX. FES

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352351

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363362

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EX. YI RIM 364.42

INV. IN(E) 15" RCP 359.74'

INV. IN (S) 8" PVC 360.24'

INV. IN (S) 8" PVC 360.22'

INV. OUT (W) 15" RCP 359.56'

EX. YI RIM 364.58

INV. IN (E) 358.08'

INV. OUT (W) 15" CPP 357.98'

EX. YI RIM 358.55

INV. IN (S) 355.55'

INV. OUT (N) 355.53'

EX. YI RIM 361.52

INV. IN (S) 4" PVC 358.42'

INV. IN (S) 10" PVC 358.82'

INV. OUT (N) 10" PVC 361.52'

TPTP

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EX. 15" RCP

LIMITS OF CONSTRUCTION

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TOWN OF CARY

REAL ESTATE

DEPT OF CARY

PART OF PIN:

744086065

DB: 7154 PG: 311

BM:1996 PG:1355

TP

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EX. YI RIM 365.46

INV. IN (E) 361.96

INV. OUT (W) 360.68'

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EX. YI RIM 366.61

INV. IN (E) 363.87'

INV. IN (E) 364.46'

INV. OUT (W) 363.83'

EX. WETLANDS

EX.

WETLANDS

N: 748368.13 E: 2040709.60

ELEV: 358.93

POINT NO. 80000

N: 748409.62 E: 2041005.36

ELEV: 364.58

POINT NO. 204

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COURT #1COURT #2COURT #3COURT #4COURT #5COURT #6

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TD4

C6.2

A

A -A

C6.2

C6.2

12"

HDPE

C6.2

C6.2

A

360360

C6.2

5B C6.2

C6.2

B1

A1

C6.2

B

C6.2

C

C6.2

C6.2

8" HDPE

12" HDPE

12" x 12" x 8" TEE

12" x 12" x 8" TEE

8" HDPE

8" HDPE

C6.2

B2

C6.2

B3

C1

A2

A3

A4

E1

TD1

TD1

6" HDPE

5B C6.2

12" HDPE

FLARED END

SECTION

C

367367

360357

355350

366359

A

A

TD3

C6.2

TD4

A

A

12" DIP

12" HDPE

12" x 12" x 8" TEE

8" HDPE

C6.2

D1

C6.2

H2 7 C6.2

H3

C6.2

H9

5A C6.2

H1

12" x 12" x 8" TEE

8" HDPE

C6.2

G2

C6.2

G1

C6.2

F3

C6.2

F2

C6.2

C6.2

C6.2

C6.2

E2

C6.2

H5

C6.2

J1

C6.2

" R

CP

15" RCP 15" RCP

15" RCP

8" HDPE7

C6.2

H4

15" RCP

12" DIP

C6.2

C6.2

F1

D

D

D -D

D

D

D

D

5A C6.2

5B C6.2

8" HDPE

DISCHARGE FROM EXISTING

DISCHARGE POINT SHALL

NOT EXCEED 10% OF

EXISTING DISCHARGE RATE

DISCHARGE

FROM EXISTING

DISCHARGE

POINT SHALL

NOT EXCEED

10% OF

EXISTING

DISCHARGE

RATE

DISCHARGE

FROM EXISTING

DISCHARGE

POINT SHALL

NOT EXCEED

10% OF

EXISTING

DISCHARGE

RATE

CONNECT WITH INSERTION

TEE. VERIFY EXISTING PIPE

DIAMETER PRIOR TO

CONSTRUCTION.

E

12" x 12" x 8" TEE

12" x 12" x 8" TEE

" H

D

PE

12" HDPE

12" HDPE

8" HDPE

12" x 12" x 8" TEE

" H

D

PE

12" x 12" x 8" TEE

4" SCH

40 PERF

4" SCH

40 PERF

C

C

G

G

12" HDPE

" H

D

PE

H6

H7

H8

EX. YI

EX. YI

TD2

TD2

TD5

TD5

8" HDPE

8" HDPE

RIM: 367.36' F

4" SCH

40 PERF

4" SCH

40 PERF

4" SCH

40 PERF

4" SCH

40 PERF

C6.2

E3

2-FT

SHOULDER

@5%

2-FT

SHOULDER

@5%

5' SHOULDER

@ 2%

2-FT

SHOULDER

@5%

LOWER RIM TO ELEVATION SHOWN.

REPLACE GRATE AND FRAME.

PROVIDE HEEL PROOF GRATE

8" PVC SCH 40

8" HDPE

8" PVC SCH 40

8" HDPE

8" PVC SCH 40

8" HDPE

8" PVC SCH 40

5' SHOULDER

@2%

H

PROVIDE POSITIVE

DRAINAGE (TYP.)

PROVIDE POSITIVE

DRAINAGE (TYP.)

I

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1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE & LOCAL

CODES, AND OSHA STANDARDS.

2. THE CONTRACTOR SHALL NOT COMMENCE WITH LAND DISTURBANCE UNTIL

PERIMETER EROSION CONTROL DEVICES ARE INSTALLED. REFER TO EROSION

CONTROL DRAWINGS AND SPECIFICATIONS. FOLLOW EROSION CONTROL PLAN

DURING SEQUENCE OF GRADING AND ADD/ADJUST EROSION CONTROL

MEASURES AS NECESSARY TO CONTROL SEDIMENT AND EROSION.

3. COORDINATE THE PROJECT SCHEDULE WITH THE OWNER AND ENGINEER.

4. DISPOSE OFF-SITE WASTE MATERIALS GENERATED DURING CONSTRUCTION

AND OBTAIN ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR

WASTE AREAS. IF THE SAME PERSON CONDUCTS THE LAND-DISTURBING

ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED

BORROW OR WASTE ACTIVITY ARE PART OF THE LAND DISTURBING ACTIVITY.

IF THE BORROW OR WASTE ACTIVITY IS NOT CONDUCTED BY THE SAME

PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBING ACTIVITY

AND MUST BE PERMITTED THROUGH THE SEDIMENT POLLUTION CONTROL ACT.

5. REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE

AND/OR OFFSITE) AT NO EXPENSE TO THE OWNER.

6. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN

ACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED

BY THE NCDEQ AND THE CIVIL ENGINEER.

7. FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES

FOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSH

OUT PIPES AS NEEDED THROUGHOUT CONSTRUCTION TO MAINTAIN PROPER

FUNCTIONING OF THE DRAINAGE SYSTEM.

8. IN DISTURBED AREAS, PLACE 6 INCHES OF IMPORTED AND TESTED TOPSOIL IN

LAWN AREAS THAT MEET THE SPECIFICATIONS. SUBMIT DOCUMENTATION ON

THE PROPERTIES OF IMPORTED TOPSOIL FOR REVIEW. EXISTING TOPSOIL MAY

BE USED IF PROPERLY SCREENED AND AMENDED. REFER TO PLANTING

SPECIFICATIONS.

9. REMOVE ALL STONES, VEGETATION, AND DEBRIS LARGER THAN 2" WITHIN TOP

6" OF FINISH GRADE SURFACE.

10. CONTACT OWNER AND CIVIL ENGINEER FOR AN INSPECTION OF FINISH GRADE

AND SLOPES PRIOR TO PERMANENT SEEDING. OWNER / CIVIL ENGINEER MUST

APPROVE FINISH GRADES PRIOR TO SEEDING.

11. ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2% AND MAX

LONGITUDINAL SLOPE OF 5%. NOTIFY ENGINEER OF ANY DISCREPANCIES

FOUND PRIOR TO POURING CONCRETE.

12. ALL ADA RAMPS SHALL HAVE 12:1 MAXIMUM SLOPE FOR MAXIMUM 6-FT LENGTH

UNLESS A HANDRAIL IS PROVIDED.

13. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO

CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS.

14. ALL PVC PIPING SHALL BE SCHEDULE 40 THICKNESS. USE DUCTILE IRON WHEN

COVER IS LESS THAN 24-IN. ADD ADAPTERS AS NECESSARY TO CONNECT

SMALLER TO LARGER PIPES.

15. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN. ADD ADAPTERS AS

NECESSARY TO CONNECT SMALLER TO LARGER PIPES.

16. INSTALL ADDITIONAL DRAINAGE SWALES IF DIRECTED BY THE CIVIL ENGINEER.

LOCALIZED DEPRESSIONS AT DROP INLETS SHALL NOT EXCEED 10:1 SLOPE

17. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALL

UTILITY SYSTEMS, AND STORM SEWERS.

18. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES ETC.

TO REMAIN WITHIN THE GRADING LIMITS AND SHALL BE ADJUSTED AS NEEDED

TO FUNCTION PROPERLY WITH THE PROPOSED FINISHED GRADES (WHETHER

OR NOT INDICATED TO BE MODIFIED).

19. SPOT GRADE ABBREVIATIONS:

19.1. LP: LOW POINT

19.2. SWK: SIDEWALK

19.3. TW: TOP OF WALL

19.4. BW: BOTTOM OF WALL

19.5. TOS: TOP OF STAIRS

19.6. PAD: CONCRETE PAD

NOTES

KEYNOTES

STORM SEWER TRENCH

YARD INLET

TRENCH DRAIN

C6.2

C6.2

C6.2

PERFORATED DRAIN PIPE

C6.2

TENNIS COURT TRENCH DRAIN

(REFER TO TENNIS COURT DETAILS)

A

FLARED END SECTION

5A

C6.2

REMOVE EXISTING INLET AND PROVIDE CAST IN PLACE INLET AFTER

WALL CONSTRUCTION USING NCDOT DIMENSIONS AND SPECIFICATIONS

INCLUDING DROP INLET FRAME GRATE AND HEEL PROOF GRATE.

B

CORE AND BOOT INTO EXISTING INLET

C

NCDOT HEADWALL

C6.2

CONCRETE DROP INLET

C6.2

STANDARD CLEANOUT

C6.2

RIP RAP OUTLET PROTECTION

5B

C6.2

CONNECT TENNIS TRENCH DRAIN TO CATCH BASINS.

PROVIDE FITTINGS AND BENDS AS NEEDED.

D

STORM PIPING NOTES:

1. N-12 (WT) = DOUBLE

WALLED HDPE WITH

WATER TIGHT JOINTS.

2. N-12 (ST) = DOUBLE

WALLED HDPE WITH SOIL

TIGHT JOINTS.

3. RCP SHALL BE CLASS III

E

F

RAISE GRATE TO FINISHED GRADE.

CONTRACTOR TO PROVIDE SOLID LID.

RAISE GRATE TO FINISHED GRADE.

G

CAST 12" THICK COLLAR AROUND PIPE CONNECTION TO EXISTING INLET.

FILL ALL VOIDS IN STRUCTURE WITH CONCRETE OR NON-SHRINK GROUT

H

PROVIDE WASHED #57 STONE FROM WALL UNDERDRAIN

TO 12" BELOW FINISHED GRADE

I

PROVIDE STAINLESS STEEL WEEP HOLE COVERS OVER EXISTING

RETAINING WALL WEEP HOLES AND FASTEN WITH STAINLESS CONCRETE

SCREWS. PROVIDE PRODUCT DATA AND SHOP DRAWINGS TO ENGINEER.

JOB NO.

SHEET NO.

SCALE:

CHECKED BY: DATE:

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IN

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J. LEWIS

G.FRANK 06.18.2026

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ISSUED FOR:

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DESIGN / DRAWN BY:

BID DOCS

CONSULTANTS:

CRA ASSOCIATES, INC

THE TENNIS DESIGN STUDIO

ANCHORPOINT ENGINEERING, PLLC

EDMONDSON ENGINEERS, PA

.1

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A D

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A N

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IN

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AG

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PL

AN

C4.0

N

AD

SCALE 1"=20'

40'20'

MINOR LAYOUT REVISIONS

RESULTED GRADING

CHANGES REVIEW PLAN FOR

ALL CHANGES.

AutoCAD SHX Text These plans and associated documents are the exclusive property of FRANK LAND DESIGN, PC and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of FRANK LAND DESIGN, PC.

AutoCAD SHX Text Z:\1039_Cary Tennis Park\DWG\Sheet\CD\1039-C-4.0-GRAD.dwg | Plotted on 7/9/2026 3:22 PM | by Garrett Frank | Plotted on 7/9/2026 3:22 PM | by Garrett Frank7/9/2026 3:22 PM | by Garrett Frank | by Garrett FrankGarrett Frank

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15'' SAN

15'' SAN

15'' SAN

EX. 10" PVC

EX. 10" PVC

EX. 10" PVC

EX. 12"

RCP

EX

. 1

2"

RC

P

EX. 15" RCP

EX. 12" PVC

EX. 24"

RCP

EX. 24"

RCP

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EX

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VC

EX. 10" PVC

EX

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0"

PV

C

EX. 10" PVC

EX. 10"

PVC

EX. 10" PVC

EX

. 8

" R

CP

UGP UGP

UGP

U G

P

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P

U G

P U

G

PUGP

U G

P

UGP

UGP

UGP

U G

P U

G P

U G

P

U G

P

U G

P

U G

P

U G

P U

G P

U G

P

UGP

UGP

U G

P

UGP UGP UGP

UGP

UGP

U G

P

U G

P U

G P

UGP

U G

P U

G P

UGP

U G

P U

G P

U G

P U

G P

U G

P

U G

P U

G P

U G

P

EX. POWER

CONDUITS

W

W

W W

W

W W

W W

W

X

LI

M

IT

S

O F

C O

N

ST

R U

C

TI

O N

LI

M

IT

S

O F

C O

N

ST

R U

C

TI

O N

N 1°

'0

5" E

0.

EX. FES

INV. OUT

353.36

LIMITS OF CONSTRUCTION

XXXX

X

X

X

X

TP TP TP

TP

TP

LIMITS OF CONSTRUCTION

G G G G G

G

UFO UFO

UFO

UFO UFO

UFO UFO UFO

UFO

W

W

W

X

X

X X

X X

X X

X X

X

' U R

BA

N

TR

AN

SI

TI

O N

B U

FF

ER

6 35

7 35 8 35

361 36

353 354355356 357 358 359

352351

1 366

363362

6 36

TPTP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP TP TP

TP

TP

EX. 15" RCP

LIMITS OF CONSTRUCTION

LI

M

IT

S

O F

C O

N

ST

R U

C

TI

O N

TOWN OF CARY

REAL ESTATE

DEPT OF CARY

PART OF PIN:

744086065

DB: 7154 PG: 311

BM:1996 PG:1355

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

LO

U

IS

S

TE

PH

EN

S

D R

VA

R

IA

BL

E W

ID

TH

P U

BL

IC

R /W

EX. WETLANDS

EX.

WETLANDS

N: 748368.13 E: 2040709.60

ELEV: 358.93

POINT NO. 80000

N: 748409.62 E: 2041005.36

ELEV: 364.58

POINT NO. 204

X XX X XX

COURT #1COURT #2COURT #3COURT #4COURT #5COURT #6

X

X

COURT #11

X

COURT #10

X

COURT #12

X

COURT #9

X

COURT #8

X

COURT #7

XXX

X

X

X X

X

X X X

X X

XXX

X

X

X

X

X X X X

X

X

XXXXX

X X

X X

XX

X

X

X

X

X X

X X

X X

X

U G

P U

G P

U G

P U

G P

U G

P U

C

ATV

U C

ATV

U

C

ATV

U C

ATV

U G

P

UCATV

U C

AT

V

U C

AT

V

U C

AT

V

U C

AT

V

U C

AT

V

U C

AT

V

UCATV UCATV UCATV UCATV UCATV UCATV

UGPUGP

UGP UGP

U G

P U

G P

UGPUGPUGPUGPUGPUGPUGPUGPUGP

U C

ATV

U

C

ATV

U C

ATV

U

C

ATV

UCATV UCATV UCATV UCATV UCATV UCATV

U C

ATV

U

C

ATV

U C

ATV

U

C

ATV

UCATV UCATV

U C

AT

V

U C

AT

V

U C

AT

V

U C

AT

V

UCATV UCATV

U G

P U

G P

U G

P

UGP UGP

U G

P

U

FO

U

FO

U

FO

UFO

UFO

U

FO

U

FO

UFO

U C

AT

V

U C

AT

V

U C

AT

V

U C

AT

V

UCATV

U C

AT

V

U C

AT

V

U C

AT

V

U G

P

UGP

U G

P U

G P

U G

P

UGP UGP UGP

U G

P U

G P

U G

P

U G

P U

G P

U G

P

U G

P U

G P

U G

P

UCATV

U C

ATV

U

C

ATV

U C

ATV

UCATVUCATV

UCATV

UC

AT

V

UCATV

U C

AT

V

U C

AT

V

UCATV UCATV

UCATV

U

C

AT

V U

C

AT

V U

C

AT

V

UCATV

UGP

U G

P

U C

AT

V

U C

AT

V

UCATVUCATV

UCATV

HH

HH

HH

HH

UGP UGP

U G

P U

G P

U C

ATV

HHHH

UCATV

HH

UC

AT

V

UC

AT

V

U C

AT

V

U C

AT

V

U C

AT

V

HH

UGPUGPUGPUGP

UGP

U

G P

UGPUGPUGPUGP

UGP

U G

P

UCATV

UCATV

UCATVUCATVUCATVUCATVUCATV

UCATV

U

C

AT

V

HHHH

HH

HH

HH

HH

HHHHHH

HH

HH

HH

HH HH

HH

HH

HH

UGP

U G

P

UP

HH

UGP UGP

UGP UGP

UGP

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

UG

P

UGPUGPUGP

UGP

UGPUGP

-0.90% -0.90%

360360

TW

366.00'

BW

362.25'

TW

366.00'

BW

362.25'

BW

362.25'

TW

367.20'

LP

364.80'

TW

367.20'

LP

364.95'

TW

367.20'

LP

365.21'

SWK

364.93'

PAD

367.08'

BW

362.25'

TW

366.00'

LP

367.06'

TOS

367.02'

SWK

364.69'

SWK

364.72'

PAD

367.51'

SWK

365.25'

TW

361.67'

TW

366.00'

LP

367.01'SWK

361.32'

SWK

361.22'

SWK

361.30'

SWK

365.50'

EX GND

363.05'

SWK

365.38'

SWK

365.02'

PAD

367.68'

PAD

368.05' PAD

368.22'

PAD

368.59'

PAD

368.67'

SWK

368.34'

SWK

368.50'

SWK

368.78'

PAD

368.67' SWK

368.75'

EX GND

368.26'

SWK

361.78'

PAD

361.63'

PAD

361.27'

SWK

361.09'

PAD

360.73'

PAD

361.28'

PAD

361.81'PAD

361.63'

PAD

361.27'PAD

361.09'

PAD

360.73'

PAD

360.56'

PAD

362.16'

PAD

361.72'

PAD

361.18'

PAD

361.18'

PAD

361.72'

PAD

367.59'

PAD

368.14'

PAD

367.60'

PAD

368.14'

SWK

367.55'

SWK

367.64'

SWK

367.85'

SWK

367.75'SWK

367.85'

SWK

367.93'

SWK

368.12'

SWK

368.10'

SWK

368.19'

SWK

368.40'

SWK

368.30'

SWK

368.39'

SWK

368.49'

SWK

368.66'

-1.70%

-2.20%

LP

368.67'

LP

367.00'

PAD

360.59'

LP

360.40'

367367

360357

355350

366359

LP

365.35'

LP

365.35'

LP

369.13'

LP

369.18'

PAD

361.23'

PAD

361.15' PAD

361.68'

PAD

361.77'

PAD

362.14'

PAD

362.22'

PAD

362.67'

PAD

361.15'

PAD

361.23'

PAD

361.59'

PAD

361.68'

PAD

361.77'

PAD

362.13'

PAD

362.22'

PAD

362.31'

PAD

362.68'

-0.90%

TW

366.00'

PAD

369.06'

PAD

368.61'

PAD

368.07'

PAD

367.62'

PAD

367.54'

PAD

368.07'

PAD

368.61'

PAD

369.14'PAD

367.62'

SWK

361.50'

SWK

361.60'

SWK

362.82'

SWK

365.42'

SWK

365.25'

TOS

368.05'

TOS

368.09' TOS

368.58'

TOS

368.63'

-0.90%

SWK

365.52' SWK

365.60'

SWK

365.80' SWK

365.90'

SWK

369.51'

SWK

369.34'

EX GND

370.57'

EX GND

370.08'

TOS

365.40'

LP

365.46'

BW

362.75'

SWK

365.77'

BW

362.75'

BW

362.75'

BW

362.75'

TW

366.00'

TW

366.00'

TW

366.00'

SWK

365.77'

LP

367.46'

LP

361.40'

SWK

362.80'

SWK

365.43'

SWK

368.03'

SWK

368.57'

PAD

367.98'

PAD

368.17'

PAD

368.52'

PAD

368.71'

PAD

369.14'

LP

365.35'

LP

367.40'

TW

367.25'

TW

366.00'

TOS

367.50'

TOS

365.51'

TW

367.25'

LP

367.49'

SWK

361.90'

SWK

361.82'

SWK

360.48'

BW

365.31'

BW

365.84'

PAD

366.57'

PAD

366.64'

EX GND

366.68'

EX GND

366.76'

TW

365.50'

TW

365.50'

BW

362.65'

BW

362.13'

BW

363.32'

TW

365.40'

BW

362.34'TW

364.25'

TW

364.74'

SWK

362.20'

LP

362.10'

LP

362.60'

SWK

362.68'

TW

367.54'

LP

367.45'

TW

367.25'

SWK

360.55'

SWK

360.44'

SWK

360.39'

SWK

361.89'

PAD

362.22'

EX GND

361.15'

PAD

361.50'

EX GND

360.58'EX GND

360.14'

PAD

361.18'

PAD

361.39'

LP

361.05'

LP

361.06'

GND

359.25' LP

359.02'

TW

364.09'

SWK

361.89'

SWK

361.69'SWK

360.98'

SWK

361.95'

SWK

361.87'

EX GND

365.39'

TOS

362.86'

EX GND

365.67'

EX GND

365.88'

EX GND

365.58'

EX GND

365.27'

EX GND

365.64'

EX GND

365.64'

EX GND

365.31'

SWK

369.11'

SWK

369.34'

SWK

368.86'

SWK

368.67'

SWK

368.59'

SWK

368.62'

SWK

368.56'

EX GND

360.49'

SWK

367.98'

SWK

368.05'

SWK

367.73'

SWK

367.61'

SWK

368.16'

SWK

368.28'

SWK

368.61'SWK

368.52'

LP

367.33'

LP

367.37'

SWK

361.84'

TW

362.47'

HP

365.39'

HP

365.39'

LP

365.29'

LP

365.23'

LP

365.25'

SWK

365.49'

SWK

362.31'

SWK

362.78'

LP

360.26'

LP

368.32'

TW

365.50'

BW

361.58'

TW

362.70'

SWK

362.26'

TW

365.67'

TW

365.00'

TOS

364.94'

TW

362.89'

TW

365.00'

GND

367.00'

GND

366.86'

PAD

367.14'

1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE & LOCAL

CODES, AND OSHA STANDARDS.

2. THE CONTRACTOR SHALL NOT COMMENCE WITH LAND DISTURBANCE UNTIL

PERIMETER EROSION CONTROL DEVICES ARE INSTALLED. REFER TO EROSION

CONTROL DRAWINGS AND SPECIFICATIONS. FOLLOW EROSION CONTROL PLAN

DURING SEQUENCE OF GRADING AND ADD/ADJUST EROSION CONTROL

MEASURES AS NECESSARY TO CONTROL SEDIMENT AND EROSION.

3. COORDINATE THE PROJECT SCHEDULE WITH THE OWNER AND ENGINEER.

4. DISPOSE OFF-SITE WASTE MATERIALS GENERATED DURING CONSTRUCTION

AND OBTAIN ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR

WASTE AREAS. IF THE SAME PERSON CONDUCTS THE LAND-DISTURBING

ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED

BORROW OR WASTE ACTIVITY ARE PART OF THE LAND DISTURBING ACTIVITY.

IF THE BORROW OR WASTE ACTIVITY IS NOT CONDUCTED BY THE SAME

PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBING ACTIVITY

AND MUST BE PERMITTED THROUGH THE SEDIMENT POLLUTION CONTROL ACT.

5. REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE

AND/OR OFFSITE) AT NO EXPENSE TO THE OWNER.

6. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN

ACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED

BY THE NCDEQ AND THE CIVIL ENGINEER.

7. FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES

FOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSH

OUT PIPES AS NEEDED THROUGHOUT CONSTRUCTION TO MAINTAIN PROPER

FUNCTIONING OF THE DRAINAGE SYSTEM.

8. IN DISTURBED AREAS, PLACE 6 INCHES OF IMPORTED AND TESTED TOPSOIL IN

LAWN AREAS THAT MEET THE SPECIFICATIONS. SUBMIT DOCUMENTATION ON

THE PROPERTIES OF IMPORTED TOPSOIL FOR REVIEW. EXISTING TOPSOIL MAY

BE USED IF PROPERLY SCREENED AND AMENDED. REFER TO PLANTING

SPECIFICATIONS.

9. REMOVE ALL STONES, VEGETATION, AND DEBRIS LARGER THAN 2" WITHIN TOP

6" OF FINISH GRADE SURFACE.

10. CONTACT OWNER AND CIVIL ENGINEER FOR AN INSPECTION OF FINISH GRADE

AND SLOPES PRIOR TO PERMANENT SEEDING. OWNER / CIVIL ENGINEER MUST

APPROVE FINISH GRADES PRIOR TO SEEDING.

11. ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2% AND MAX

LONGITUDINAL SLOPE OF 5%. NOTIFY ENGINEER OF ANY DISCREPANCIES

FOUND PRIOR TO POURING CONCRETE.

12. ALL ADA RAMPS SHALL HAVE 12:1 MAXIMUM SLOPE FOR MAXIMUM 6-FT LENGTH

UNLESS A HANDRAIL IS PROVIDED.

13. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO

CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS.

14. ALL PVC PIPING SHALL BE SCHEDULE 40 THICKNESS. USE DUCTILE IRON WHEN

COVER IS LESS THAN 24-IN. ADD ADAPTERS AS NECESSARY TO CONNECT

SMALLER TO LARGER PIPES.

15. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN. ADD ADAPTERS AS

NECESSARY TO CONNECT SMALLER TO LARGER PIPES.

16. INSTALL ADDITIONAL DRAINAGE SWALES IF DIRECTED BY THE CIVIL ENGINEER.

LOCALIZED DEPRESSIONS AT DROP INLETS SHALL NOT EXCEED 10:1 SLOPE

17. PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALL

UTILITY SYSTEMS, AND STORM SEWERS.

18. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES ETC.

TO REMAIN WITHIN THE GRADING LIMITS AND SHALL BE ADJUSTED AS NEEDED

TO FUNCTION PROPERLY WITH THE PROPOSED FINISHED GRADES (WHETHER

OR NOT INDICATED TO BE MODIFIED).

19. SPOT GRADE ABBREVIATIONS:

19.1. LP: LOW POINT

19.2. SWK: SIDEWALK

19.3. TW: TOP OF WALL

19.4. BW: BOTTOM OF WALL

19.5. TOS: TOP OF STAIRS

19.6. PAD: CONCRETE PAD

NOTES

X X

X X

X X

X X

12" HDPE

1.

5.

6.

1.

5.

5.

10+00 10+40

BW: 362.25

TW:366.00

42" HAND RAIL

10'

COURT #4

COURT #3

4-FT

CHAIN

LINK

RETAINING WALL

(TYP.)

EXISTING GRADE

RETAINING WALL

HIGHER THAN S/W

TW:367.20

8'

24'-6"

COURTS 3 & 4 PLAZA

CROSS SECTIONAL VIEW

8" PVC SCH 40

8" H

D

PEEX. WATER LINE

EX. UGP

EX. UFO

4" PERF DRAIN

4" PERF DRAIN

TRENCH

DRAIN INLET

TRENCH DRAIN

CONC. COLLAR

CONCRETE INFILL

X X

X X

X X

X X

12" HDPE

1.

5.

6.

2.

5.

7.

10+00 10+40

COURT #10

TW:366.00

BW: 362.75

42" HAND RAIL

RETAINING WALL

HIGHER THAN S/W RETAINING WALL

(TYP.)

COURT #9TW:367.25

4-FT CHAIN LINK

EXISTING GRADE

10'

8'

24'-6"

COURTS 9 & 10 PLAZA

CROSS SECTIONAL VIEW

8" PVC SCH 40

8" H

DPEUFO

EX. WATER LINE

EX. UGP

4" PERF DRAIN

4" PERF DRAIN

TRENCH

DRAIN INLET

TRENCH DRAIN

CONC. COLLAR

CONCRETE INFILL

3" REVEAL TO MATCH STAIR

RETAINING WALL STEP.

JOB NO.

SHEET NO.

SCALE:

CHECKED BY: DATE:

LA

ND

SC

AP

E

AR

CH

IT

EC

TU

RE

C

IV

IL

E

NG

IN

EE

RI

NG

J. LEWIS

G.FRANK 06.18.2026

CA

RY

T

EN

NI

S

PA

RK

P

O

ST

T

EN

SI

O

N

CO

NC

RE

TE

C

O

UR

T

CO

NV

ER

SI

O

N

L O

U

IS

S

TE

PH

EN

S D

R

C A R Y, N C

6- D

P-

T O

C P

R O

J.

N

O

PR

AS SHOWN

W

ES

T

ST

PI

TT

SB

O

RO

, N C

L

IC

EN

SE

C-

W W

W .F

RA

NK

LA

ND

D

ES

IG

N.

CO

M

ISSUED FOR:

R

EV

IS

IO

N S

DESIGN / DRAWN BY:

BID DOCS

CONSULTANTS:

CRA ASSOCIATES, INC

THE TENNIS DESIGN STUDIO

ANCHORPOINT ENGINEERING, PLLC

EDMONDSON ENGINEERS, PA

.1

D

EN

D U

M

C H

A N

G

ES

SP

O

T

EL

EV

AT

IO

N

P

LA

N

C4.1

N

AD

SCALE 1"=20'

40'20'

MINOR SPOT ELEVATION CHANGES DUE TO MINOR

GRADING AND LAYOUT CHANGES. REVIEW ENTIRE

PLAN FOR ELEVATIONS CHANGES.

AutoCAD SHX Text These plans and associated documents are the exclusive property of FRANK LAND DESIGN, PC and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of FRANK LAND DESIGN, PC.

Z:\1039_Cary Tennis Park\DWG\Sheet\CD\1039-C-4.0-GRAD.dwg | Plotted on 7/9/2026 2:26 PM | by Garrett Frank | Plotted on 7/9/2026 2:26 PM | by Garrett Frank7/9/2026 2:26 PM | by Garrett Frank | by Garrett FrankGarrett Frank

E

E

E

E

E

E

EE

E

E

IR

EX. METAL BLEACHER

EX. ONE STORY

BUILDING

EX. METAL STAIRSEX. METAL STAIRS

EX. METAL SIDEWALK

HC

'' S

AN

'' S

AN

'' S

AN

'' S

AN

15'' SAN

15'' SAN

15'' SAN

EX. 10" PVC

EX. 10" PVC

EX. 10" PVC

EX. 15" RCP

EX. GATE EX. GATE

EX. GATE

X

X X X

X X X

X

XXXXXXX

X

X

X X X X X X X

X

X X

X

X

EX. ASPHALT COURT

EX. FENCE

EX. WOODS

EX. 18" PVC

EX

. 1

0" P

VC

EX

. 8

" R

CP

EX

. S

H R

U

BS

EX

. S

H R

U

BS

EX

. S

H R

U

BS

EX. 12' CONCRETE SIDEWALK

EX

. 1

0' C

O N

C R

ET

E

SI

D

EW

AL

K

EX. LIGHT POLE

EX. SEAT

WALL

EX. LIGHT

POLE

UGP UGP

UGP

U G

P

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P

U G

P U

G

PUGP

U G

P

UGP

UGP

UGP

U G

P U

G P

U G

P

U G

P

U G

P

U G

P

U G

P U

G P

U G

P

UGP

UGP

U G

P

UGP UGP UGP

UGP

UGP

U G

P

U G

P U

G P

UGP

U G

P U

G P

UGP

U G

P U

G P

U G

P U

G P

U G

P

U G

P U

G P

U G

P

EX.

INTERMITTENT

STREAM

EX.

RIPRAP

EX. ASPHALT COURT

EX. YARD INLET

COVERED W/ 6''

OF MULCH

EX. POWER BOX

EX. GAS METER

EX. POWER

CONDUITS

100' URBAN

TRANSITION

BUFFER

EX

. B

R

ID

G E

EX. COLUMNS

(DO NOT DAMAGE)

X

LI

M

IT

S

O F

C O

N

ST

R U

C

TI

O N

LI

M

IT

S

O F

C O

N

ST

R U

C

TI

O N

EX. WETLANDS

EX.

ASPHALT

LOT

30'

STREET

YARD

BUFFER

30'

STREET

YARD

BUFFER

N 1°

'0

5" E

0.

PROPOSED TREELINE

LIMITS OF CONSTRUCTION

XXXX

X

X

X

X

TP TP TP

TP

TP

LIMITS OF CONSTRUCTION

EX. RETAINING

WALL

G G G G G

G

UFO UFO

UFO

UFO UFO

UFO UFO UFO

UFO

X

X

X X

EX. LIGHT POLE

X X

X X

X X

X

EX. COVERED

TENNIS FACILITY

FFE: 365.66

' U R

BA

N

TR

AN

SI

TI

O N

B U

FF

ER

6 35

7 35 8 35

361 36

353 354355356 357 358 359

352351

1 366

363362

6 36

TPTP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP TP TP

TP

TP

EX. 15" RCP

LIMITS OF CONSTRUCTION

LI

M

IT

S

O F

C O

N

ST

R U

C

TI

O N

TOWN OF CARY

REAL ESTATE

DEPT OF CARY

PART OF PIN:

744086065

DB: 7154 PG: 311

BM:1996 PG:1355

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

TP

LO

U

IS

S

TE

PH

EN

S

D R

VA

R

IA

BL

E W

ID

TH

P U

BL

IC

R /W

EX. WETLANDS

EX.

WETLANDS

N: 748368.13 E: 2040709.60

ELEV: 358.93

POINT NO. 80000

N: 748409.62 E: 2041005.36

ELEV: 364.58

POINT NO. 204

360360

367367

360357

355350

366359

X XX X XX

COURT #1COURT #2COURT #3COURT #4COURT #5COURT #6

X

X

COURT #11

X

COURT #10

X

COURT #12

X

COURT #9

X

COURT #8

X

COURT #7

XXX

X

X

X X

X

X X X

X X

XXX

X

X

X

X

X X X X

X

X

XXXXX

X X

X X

XX

X

X

X

X

X X

X X

X X

X grass

B

A

A

A

B

B

B

B

B

B

B

(4) NS

C

B

C6.3

(22) FG

C6.3

LANDSCAPE NOTES

PRE-CONSTRUCTION

· CONTRACTOR IS RESPONSIBLE FOR CONTACTING NORTH CAROLINA 811 AT

1.800.553.3120 FOR LOCATION OF ALL UTILITY LINES.NOTIFY LANDSCAPE

ARCHITECT OF CONFLICTS.

· VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING,

PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED

PRIOR TO BIDDING.

· PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND

VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION

SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI

Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT

MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE

LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF

EQUIVALENT MATERIAL.

· PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND

CONTRACT SPECIFICATIONS.

· SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER

AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED

PER TEST RESULTS TO ENSURE PLANT HEALTH.

CONSTRUCTION/INSTALLATION

· LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND

MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS

WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1

"AMERICAN STANDARD FOR NURSERY STOCK"

· INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS

ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH

SIGHT DISTANCES.

· CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL

DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY

OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH

AFFECTS THE GUARANTEE.

· ALL OTHER DISTURBED AREAS AND LANDSCAPE BEDS SHALL HAVE ALL

CONSTRUCTION DEBRIS AND ROCKS OVER 1/2" REMOVED, BE

SUPPLEMENTED WITH ON-SITE TOP SOIL OR OFF-SITE (AS NEEDED) TOP

SOIL, AND DEBRIS REMOVAL FOR SOD OR SEED SHALL BE PERFORMED IN

ACCORDANCE WITH SPECIFICATIONS, AND MULCHED WITH A 4" DEPTH OF

DOUBLE SHREDDED HARDWOOD MULCH

· SOIL SPECIFICATIONS FOR PLANTING AREAS

·· TOPSOIL SHALL BE PRESERVED, IMPORTED, OR RESTORED PRIOR TO

INSTALLING TREES AND SHRUBS.

·· TOPSOIL MUST:

··· HAVE AN ORGANIC MATTER CONTENT OF 5-10% DRY WEIGHT.

··· MEET USDA SOIL TEXTURE CLASSIFICATION FOR LOAM, SANDY

LOAM, CLAY LOAM, OR SILTY LOAM.

··· HAVE A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS

(5.5-7.5)

··· BE A MINIMUM OF 4-INCHES THICK.

··· BE FREE OF DELETERIOUS MATERIALS SUCH AS, BUT NOT LIMITED

TO, BUILDING MATERIALS, PLASTER, PAINT, CONCRETE,

ROAD-BASED MATERIALS, CHEMICALS, AND OILS.

··· MUST BE FREE OF NOXIOUS PLANTS OR PLANT PARTS.

··· NOT TO BE SCREENED BELOW 1-INCH SCREEN SIZE.

·· COMPACTED SOIL (SUBSOIL) MUST BE TILLED AT LEAST 6-INCHES DEEP

BEFORE APPLYING TOPSOIL AND ROTOTILL NEWLY APPLIED TOPSOIL

INTO THE SUBSOIL

·· DCO NEEDS TO BE ON SITE FOR THE TOPSOIL AMENDMENT PROCESS

WHICH TAKES PLACE BEFORE PLANTING OF VEGETATION.

INSPECTIONS/GUARANTEE

· UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE

CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL

VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD

PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL

INSPECTION BY THE LANDSCAPE ARCHITECT.

· ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL

YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING

DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM

NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL

PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS

CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR.

· PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR

COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF

THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE

OF OCCUPANCY.

PLANT KEY

CANOPY

TREES

CODE BOTANICAL / COMMON NAME

NS NYSSA SYLVATICA/ BLACK GUM

FG DWARF FOTHERGILLA

CANOPY

TREES

QTY BOTANICAL

NAME

COMMON

NAME

MIN. INSTALLED

SIZE

ROOT REMARKS

NS 4 NYSSA

SYLVATICA BLACK GUM 2" CAL., 8' HT MIN. B&B

SHURBS QTY BOTANICAL

NAME

COMMON

NAME

MIN. INSTALLED

SIZE ROOT REMARKS

FG 22 FOTHERGILLA

GARDENII

DWARF

FOTHERGILLA 24-IN HEIGHT 3-GAL

FULL &

DISEASE

FREE

PLANT SCHEDULE

TIFTUF BERMUDA SOD

KEY NOTES

4-INCHES DOUBLE SHREDDED BROWN

HARDWOOD MULCH

SHORTGRASS PRAIRIE SEED MIX

TREE PLANTING

SHRUB PLANTING

A

B

C

C6.3

C6.3

JOB NO.

SHEET NO.

SCALE:

CHECKED BY: DATE:

LA

ND

SC

AP

E

AR

CH

IT

EC

TU

RE

C

IV

IL

E

NG

IN

EE

RI

NG

J. LEWIS

G.FRANK 06.18.2026

CA

RY

T

EN

NI

S

PA

RK

P

O

ST

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EN

SI

O

N

CO

NC

RE

TE

C

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UR

T

CO

NV

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SI

O

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L O

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6- D

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ISSUED FOR:

R

EV

IS

IO

N S

DESIGN / DRAWN BY:

BID DOCS

CONSULTANTS:

CRA ASSOCIATES, INC

THE TENNIS DESIGN STUDIO

ANCHORPOINT ENGINEERING, PLLC

EDMONDSON ENGINEERS, PA

.1

D

EN

D U

M

C H

A N

G

ES

LA

N

D

SC

AP

E

PL

AN

L1.0

N

AD

SCALE 1"=20'

40'20'

UPDATED MULCH, GRASS AND

SHORT PRAIRIE MIX HATCHING

TO REFLECT GRADING AND

LAYOUT CHANGES.

AutoCAD SHX Text These plans and associated documents are the exclusive property of FRANK LAND DESIGN, PC and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of FRANK LAND DESIGN, PC.

Z:\1039_Cary Tennis Park\DWG\Sheet\CD\1039-L1.0-LAND.dwg | Plotted on 7/9/2026 2:28 PM | by Garrett Frank | Plotted on 7/9/2026 2:28 PM | by Garrett Frank7/9/2026 2:28 PM | by Garrett Frank | by Garrett FrankGarrett Frank

STEEL FABRICATOR TO GRIND ALL

EDGES TO REDUCE ABRASION

DAMAGE TO CANOPY FABRIC.

4" 4"

4'-6" 4'-6"

4" 4"

8'- 0"

WELD PLATE @ TOP OF

COLUMN TO PROVIDE

WEATHER-TIGHT SEAL

MANUFACTURE FABRIC

ROOF STRUCTURE TO

WITHSTAND WIND LOAD IN

ACCORDANCE WITH LOCAL

BUILDING NOTE

2x2x3/16" TUBE

2x2x3/16" TUBE COMPANION PLATE

(SEE DETAIL)

6" DEEP MIN.

CRUSHED STONE

BASE

STABLE

COMPACTED

SUBGRADE HILTI KWIK BOLTS (S.S)

STEEL BASE PLATE

WELD COLUMNS TO STEEL

PLATE BELOW

CAULK JOINT (TYP)

POST

TENSION

SLAB SEE

STRUCTURAL

SLOPE SLAB WITH COURT SLOPE

3/16"

TYP.

8" O.D. STEEL TUBE 40

3/8" CONTINUOUS FILLET

WELD

1'-5" 1'-5"

EXPANSION JOINT

MATERIAL

4" REINFORCED

CONCRETE

SLAB

6"x3" O.D. STEEL TUBE 40

SUNBRELLA EXCEED FR - PACIFIC

BLUE (SKU 8755-0060) flame spread index not greater than 25 when tested in accordance with ASTM E84 or UL

DELEGATED DESIGN

CANOPY STRUCTURE

STEEL STRUCTURE

2'X2' ROOF PURLIN

EXPANSION

JOINT

CONCRETE PAVERS OR

CONC.

SUNBRELLA EXCEED FR -

PACIFIC BLUE (SKU

8755-0060) flame spread index not greater than 25 when tested in accordance with ASTM E84 or UL 723

CONCRETE

PAVERS OR CONC.

BA C D

BAG HOOK, WALL

MOUNTED, ZINC, 2

4"DX2 78"HX2 18"H

BAG HOOK

POWER OUTLET

RUN CONDUIT

INSIDE THE

COLUMN

POWER OUTLET RUN

CONDUIT INSIDE THE

COLUMN

UMPIRE CHAIR

6'-9" TO SEAT BY

OWNER

POWER OUTLET RUN

CONDUIT INSIDE THE

COLUMN

SIDELINE

DATA OUTLET RUN

CONDUIT INSIDE

THE COLUMN

DATA OUTLET RUN

CONDUIT INSIDE

THE COLUMN

DATA OUTLET RUN

CONDUIT INSIDE

THE COLUMN

B#WBMODCLASS

4' L BLUE PLAYER

BENCH

BAG HOOK, WALL

MOUNTED, ZINC, 2

4"DX2 78"HX2 18"H

B#WBMODCLASS

4' L BLUE PLAYER

BENCH

B#WBMODCLASS

4' L BLUE PLAYER

BENCH

4'- 6"

2'-3" 5'-6" 5'-6"

21'-0"

2x2x3/16" TUBE

4'- 6"

2x 2x

3/

" T

UB

E (T

YP

2x2x3/16" TUBE

RIDGE

2x2x3/16" TUBE

FOUNDATION

BELOW

(TYP)

COMPANION

PLATE

A1.1

9'- 0"

2x 2x

3/

" T

UB

E (T

YP

BA C D

5'-6" 2'-3"

NOTES:

1. ALL WELDS TO BE E30XX FILLET 3/8" CONTINUOUS

2. ALL STEEL FRAMEWORK TO BE BLACK POWDER COATED

3. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF THE SHADE

STRUCTURE SIGNED AND SEALED BY A NORTH CAROLINA LICENSED

PROFESSIONAL ENGINEER. THE STRUCTURE SHALL BE DESIGNED

TO WITHSTAND WIND LOADS IN ACCORDANCE WITH LOCAL

BUILDING CODES AND ORDINANCES.

4. CONTRACTOR TO SUBMIT COLOR SAMPLES OF THE FABRIC FOR

OWNER APPROVAL. COLOR SAMPLES AND FABRIC TO MATCH

SPECTATOR CANOPY STRUCTURES AS DETAILED ON CIVIL

DRAWINGS.

5. ROOF MATERIAL TO BE SUNBRELLA SHADE FABRIC FOR

AWNINGS, CANOPIES AND PERGOLAS, OR APPROVED EQUIVALENT.

PATTERN AND COLOR TO BE SELECTED BY THE OWNER AND

ENGINEER. PROVIDE FULL RANGE OF MANUFACTURES COLOR

SAMPLES AND PREMIUM FABRIC AND COLOR IN THE BASE BID.

1/4" BENT PL WOTH OPNG

(TYP)

STEEL BOX 4" X 8" INSET

INTO COLUMN

HSS 8X8 SQUARE POST

SECTION ELEVATION

CONDUIT - REF ELEC

3/16

ADJ OPENNING

1/4" PL(TYP)

3/16

BASE PL

1/4" VERT PL EA SIDE OF

ACCESS BOX

LG COVER PL - REF ELEC

A1.1

A1.1

4 ROOF FRAMING PLAN

Scale: 1/2" = 1'-0"

A1.1

1 SECTION

Scale: 1" = 1'-0"

A1.1

2 SIDE ELEVATION

Scale: 1/2" = 1'-0"

JOB NO.

SHEET NO.

SCALE:

CHECKED BY: DATE:

LA

ND

SC

AP

E

AR

CH

IT

EC

TU

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IL

E

NG

IN

EE

RI

NG

J.LEWIS

G.FRANK 06/18/2026

C A R Y

TE

N

N

IS

P A R K

P O

S T

TE

N

S

IO

N C

O N

C R

ET

E C O

N V

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S

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L O

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PH

EN

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C A R Y, N C

6- D

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AS SHOWN

M O

SA

IC

B

LV

D

SU

IT

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0-

, P

IT

TS

BO

RO

, N

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EN

SE

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W

W W

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RA

NK

LA

ND

D

ES

IG

N.

CO

M

ISSUED FOR:

R

EV

IS

IO

N S

DESIGN / DRAWN BY:

PRELIMINARY

NOT FOR CONSTRUCTION

BID DOCS

CONSULTANTS:

CRA ASSOCIATES, INC

100 EUROPA DR #565 i CHAPEL HILL, NC 27517 i 919.401.8586

A1.1

3 FRONT ELEVATION

Scale: 1/2" = 1'-0"

S

EC

TI

O

N

EL

EV

A

TI

O N

S A

N D

R O

O F

FR

A M

IN

G

P

LA

N

A1.1

5 SECTION/PLAN - POWER/DATA OUTLET

Scale: 1" = 1'-0"

06-18-2026

.0

7.

D

E N

D U

M

C H

A N

G E

S