Addendum 1 - 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 #1 07/10/2026

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 Where any such article, division or subparagraphs are amended, voided or superseded thereby, the provisions of such article, division or subparagraph not so specifically amended, voided or superseded shall remain in effect.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-July-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 SPECIFICATIONS

Item #1: Revise Spec Section 00300 – Bid Form -page 3 Revise #4 under “THE FOLLOWING

FORMS AND DOCUMENTATION SHALL BE COMPLETELY FILLED OUT AND

SUBMITTED WITH THE BIDS:” on Page 3;

Statement of Compliance with requirement of the General Conditions that the Bidder will ensure that at least half (50%) (15%) of the Work is performed with the Bidder’s employees (provide statement on bidder’s letterhead);

Item #2: Last day for contractor questions will be 5pm on July 16, 2026. A final addendum will be issued on July 17, 2026.

CHANGES TO THE DRAWINGS

Item #3: Replace Drawing C1.0 with attached drawing C1.0

Changes include:

1. Removal of 4” Pipe adjacent to allow connection of pipe from F1 to EX. YI.

2. Added Keynote for relocation of irrigation control value to the south as required for construction of improvements.

3. Added Keynote for another solar bollard to relocate south of court #10.

Item #4: Replace Drawing C2.0 with attached drawing C2.0

Added wired bollard beside MDP-3 to match electrical plan.

Added solar bollard at end of sidewalk between courts #1 & #7. This is not a new bollard, but one of the relocated bollards. No additional solar bollards will be provided with this project. These are already existing on-site and will be relocated.

Added stair dimensions.

Revised keynote Q and provided information for retaining wall steps versus sloped.

Revised stair south of court #10 to include additional step. This step was exactly

7” before so this gives the GC flexibility with grading with an additional step.

Revised limits of retaining wall north of court #4.

Item #5: Replace Drawing C2.1 with attached drawing C2.1

Revised concrete scoring plan based on layout and grading changes.

Item #6: Replace Drawing C3.0 with attached drawing C3.0

Added keynote Q for removal and replacement of quazite electrical boxes in the sidewalk between court banks 1-3 and 7-9. This will be required due to grading changes.

Item #7: Replace Drawing C4.0 with attached drawing C4.0

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

Item #8: Replace Drawing C4.1 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 #9: Replace Drawing C4.2 with attached drawing C4.2

Revised pipe materials and elevations as shown and clouded.

Item #10: Replace Drawing C6.0 with attached drawing C6.0

Revised details 1A and 1B to include a light broom finish for site concrete.

Revised detail 2A to include range of 42-48” top rail height depending on if you are referencing the rail mounted on the top of the wall versus the rail mounted in the stair tread.

Revised detail 5 which includes perforated drain, footing dimension, and note #6.

Item #11: Replace Drawing C6.2 with attached drawing C6.2.

Added trench drain pipe size and slope to detail #3.

Item #12: Replace Drawing L1.0 with attached drawing L1.0

Revised grass and mulch hatching to reflect layout changes.

Item #13: Replace Drawing A1.1 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.

Item #14: Replace Drawing T1.0 with attached drawing T1.0

Revised Courts 1-3 and 7-9 to include blended playing lines.

Revised gate latch detail as shown.

Added note about metal kick plates being required for all gates.

Item #15: Replace Drawing E4.0 with attached drawing E4.0

Revised panel schedules.

ADDITIONAL INFORMATION:

Item #16: A Geotechnical Pavement Analysis for the project is included for information of the subsurface condition. All Opinions and recommendations as outline in this report are not considered part of the contract documents.

CLARIFICATIONS:

Item #17: The Stainless-Steel Hand railings and fall protection systems are required to be core mounted on top of the retaining walls proposed adjacent to courts #4 and #10 and for all the stairs proposed with the project except for the stairs underneath the grandstands crossing the flumes. These handrail systems under the grandstands shall match the handrail system currently in place under the grandstands as called for on detail for this.

Item #18: The canopy structures in between each court within the fences shall be built per detail on Sheet

A1.1 and are base bid. The structural columns and foundations have been designed and included in the drawings, but the tops above the companion plate are delegated design by the contractor. All portions of the on-court structures are base bid. The shade fabrics for all structures (base bid and alternate#1) shall match with brand and color.

Item #19: The Canopy structures for the spectator shade areas east of courts #1, #4, #7 and #10 outside the fenced court areas are Alternate #1 and delegated design per detail 3 on C6.1. The shade fabrics for all structures (base bid and alternate#1) shall match with brand, color, and spec.

Item #20: These two canopy systems above are not the same systems. Only common items for both will be shade fabric for both systems.

Item #21: The roof purlins for the shade structure on sheet A1.1 (base bid) are delegated design by the contractor. The design intent is for these to be 2” x 2” purlins but shall be a delegated design items for the contractor. All items above the companion plate are delegated design.

Item #22: Allowance / Unit Price #4 is for replacement of EACH additional gate, line, pull, or corner post as directed in the field. This is not a linear foot measurement. The plan is to sleeve over much of the existing gate, line, pull, and corner post but if additional post need to be removed for construction beyond what is shown on demolition plan, there will be an allowance for such. Cross, mid and top rails, bracing, chain-link fence mesh, post sleeves, and all other chain-link fence components besides the post to be sleeved will be replaced with the base bid. There are sections where the whole fence is being removed and replacement including foundations, and there are sections where all the fencing is to be removed besides the foundation and post and we plan to sleeve over those post with a larger new post size and then provide all new chain-link fencing connecting to these sleeved over post. Review demolition, site plan, T1.0 and T2.0 very carefully as it specifies where fencing and fence foundations are being replaced entirely, and where fence post are being sleeved over and all other new fence components are provided.

Item #23: Plexipave is already an approved court surfacing product. An alternative request was submitted for this acrylic surfacing.

Item #24: Asphalt court removal is only required per note #7 on the demolition plan. The intent of this project is to disturb as little subgrade as possible and provide post tension courts over existing asphalt courts per plans and specifications. Remove asphalt per note #7 as needed for selective demolition.

Item #25: Minority or HUB Paperwork is not required for this project or required to be submitted with the bid paperwork. Minority and hub participation of at least 10% is encouraged.

Attachments:

Revised - C1.0

Revised - C2.0

Revised - C2.1

Revised - C3.0

Revised - C4.0

Revised – C4.1

Revised – C4.2

Revised - C6.0

Revised – C6.2

Revised – L1.0

Revised – T1.0

Revised – A1.1

Revised – E4.0

Cary Tennis Courts (Geotech Pavement Analysis) – Not Contract Documents, Information Only

Pre-Bid Sign in Sheet – Not Contract Documents, Information Only

Pre-Bid Meeting Agenda – Not Contract Documents, Information Only

END OF ADDENDUM #1

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EX. ONE STORY

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EX. METAL STAIRSEX. METAL STAIRS

EX. METAL SIDEWALK

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15'' SAN

15'' SAN

15'' SAN

EX. YI RIM 361.22

INV. IN (E) 10" PVC 358.97'

INV. OUT (S) 10" PVC 358.27'

INV. OUT 359.16

EX. FES

EX. HIDDEN

JUNCTION BOX

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EX. 24"

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EX. POWER

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EX. TRENCH DRAIN

EX. POWER BOX

EX. YARD INLET

COVERED W/ 6''

OF MULCH

EX. POWER BOX

EX. TRASH

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EX. GAS METER

EX. POWER

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EX. FES

INV. OUT

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PROPOSED TREELINE

EX. FES

INV. OUT 357.58

LIMITS OF CONSTRUCTION

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EX. TRENCH DRAIN

TOP: 360.92

EX. TRENCH DRAIN

TOP: 367.40

INV. OUT 357.76

EX. FES

INV. OUT (E) 357.80

EX.FES

EX. TRENCH DRAIN

TOP: 367.40

EX. TRENCH DRAIN

TOP: 367.40

EX. TRENCH DRAIN

TOP: 367.87'

EX. YI RIM 365.95

INV. 365.95'

EX. TRENCH DRAIN

TOP: 365.10

INV. OUT 364.77

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'

EX. YI RIM 363.42

INV. IN (S) 10" PVC 359.76'

INV. OUT (N) 10" PVC 358.91'

INV. 352.97

EX. FES

EX. TRENCH DRAIN

TOP 367.90'

EX. TRENCH DRAIN

TOP 367.82'

EX. FES

INV. OUT

353.36

EX. YI RIM 359.46

INV. IN (E) 352.76'

INV. IN (S) 352.86'

INV. OUT (W) 352.41'

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 360.22

INV. IN (E) 356.82'

INV. OUT (W) 356.77'

EX. YI RIM 360.04

INV. IN (E)355.83'

INV. OUT (W) 355.81'

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 358.23

INV. 355.23'

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

EX. RETAINING

WALL

EX. FES

INV. OUT

352.07

EX. YI RIM 365.21

INV. IN (S) 10" PVC 360.91'

INV. OUT (N) 10" PVC 360.86'

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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. 15" CPP w/ FES

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INV. IN (S) 10" PVC 358.82'

INV. OUT (N) 10" PVC 361.52'

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INV. IN (E) 363.87'

INV. IN (E) 364.46'

INV. OUT (W) 363.83'

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EX.

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EX. YI RIM 365.21

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COURTS AS NEEDED

FOR SELECTIVE SITE

DEMOLITION (SEE

NOTE 6)

DEMO ASPHALT

COURTS AS NEEDED

FOR SELECTIVE SITE

DEMOLITION (SEE

NOTE 6)

DEMO ASPHALT

COURTS AS NEEDED

FOR SELECTIVE SITE

DEMOLITION (SEE

NOTE 6)

DEMO ASPHALT

COURTS AS NEEDED

FOR SELECTIVE SITE

DEMOLITION (SEE

NOTE 6)

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ELEV: 358.93

POINT NO. 80000

N: 748409.62 E: 2041005.36

ELEV: 364.58

POINT NO. 204

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EXISTING CONDITIONS LEGEND

EX. STORM PIPE

EX. FENCE

EX. GAS LINE

EX. POWER LINE

EX. TELEPHONE LINE

EX. WATER LINE

EX. TREE LINE

EX. FIBER OPTIC LINE

EX. CABLE TV LINE

LIGHT POLE

SITE BOLLARD

UTILITY POLE

SANITARY SEWER MANHOLE

DROP INLET

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TELECOM BOX

EX. SANITARY SEWER FORCE MAIN

EX. SANITARY SEWER LINE

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CLEANOUT (SANITARY OR STORM)

EX. CONSTRUCTION LIMITS

GROUND MOUNTED SIGN

EX. PROPERTY LINE

DEMOLITION NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH TOWN OF CARY AND APPLICABLE

STATE, LOCAL AND OSHA REGULATIONS.

2. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO

REMAIN AND BE PROTECTED FROM DAMAGE.

3. COORDINATE WITH OWNER FOR REMOVAL AND SALVAGE OF ALL SITE FURNITURE, TRASH

CANS, AND OTHER NON-FIXED OR FIXED SITE FURNISHINGS. REMOVE ALL FURNISHINGS

WITHIN THE CONSTRUCTION AREA THAT THE OWNER DOES NOT WISH TO SALVAGE.

4. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL BE

DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS.

CONTRACTOR SHALL SALVAGE ALL SIGNAGE, METERS, ETC. TO OWNER. COORDINATE WITH

OWNER PRIOR TO DEMOLITION.

5. CLEAR AND GRUB AS NEEDED WITHIN CONSTRUCTION LIMITS PER SPECIFICATIONS AND

DRAWINGS. EXISTING TREES, SHRUBS OR OTHER LANDSCAPE MATERIAL WHICH WILL

CONFLICT WITH NEW CONSTRUCTION SHALL BE REMOVED (WHETHER OR NOT SHOWN ON

THE DRAWINGS) FOLLOWING APPROVAL OF ENGINEER. BY SUBMITTING A BID, CONTRACTOR

ACKNOWLEDGES THAT THE SITE HAS BEEN INVESTIGATED TO DETERMINE TYPE, SIZE AND

QUANTITY OF CLEARING REQUIRED FOR CONSTRUCTION.

6. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT

AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY EXISTING PAVEMENT, SIDEWALK, CURB

& GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE

REMOVED AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING

CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY

INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE.

7. REMOVE ASPHALT TENNIS COURT PAVEMENTS AND SUBBASE AS NEEDED OR REQUIRED TO

PERFORM DEMOLITION OF SITE FEATURES AND FOUNDATIONS AS NOTED AND ILLUSTRATED.

ALL SECTIONS OF ASPHALT COURTS REMOVED SHALL BE BACKFILLED WITH CABC STONE.

THE CONTRACTOR SHALL QUANTIFY ASPHALT REMOVAL REQUIRED TO PERFORM

DEMOLITION AS SHOWN DURING THE BID PERIOD. BY SUBMITTING A BID, THE CONTRACTOR

ACKNOWLEDGES THE QUANTITIES OF ASPHALT COURT AREA REQUIRED TO BE REMOVED

AND THE QUANTITY OF CABC STONE TO BACKFILL THE REMOVED ASPHALT AND SUBBASE.

CRUSHED ASPHALT OR MILLINGS WILL NOT BE ALLOWED AS SUITABLE BACKFILL.

8. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER'S

FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY ENGINEER IMMEDIATELY.

9. THE CONTRACTOR SHALL EMPLOY A QUALIFIED UTILITY LOCATOR SERVICE TO LOCATE ALL

UNDERGROUND UTILITIES (INCLUDING BUT NOT LIMITED TO ELECTRICAL, TELEPHONE, GAS,

CABLE, FIBER OPTIC) WITHIN THE LIMITS OF CONSTRUCTION.

10. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE

EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. NOTIFY THE ENGINEER

IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE

MODIFICATION TO THE PROPOSED DESIGN. CALL NC811 AS REQUIRED BY LAW.

11. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES ETC. TO REMAIN

WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION PROPERLY WITH

THE PROPOSED FINISHED GRADES (WHETHER OR NOT INDICATED TO BE MODIFIED).

12. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN, WHICH ARE

DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE

CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO

THE OWNER.

13. PROTECT ADJACENT TENNIS COURTS, BLEACHERS, ETC. DURING CONSTRUCTION. REPLACE

OR REPAIR AT NO COST TO THE OWNER IF DAMAGED.

14. ALL TREE PROTECTION FENCING MUST REMAIN IN PLACE THROUGHOUT THE ENTIRE SITE

DEVELOPMENT PROCESS UNTIL THE TIME A CERTIFICATE OF OCCUPANCY IS ISSUED.

15. PROVIDE 6-FT TALL CONSTRUCTION FENCING WITH DEBRIS SCREEN AROUND ENTIRE WORK

AREA THROUGHOUT CONSTRUCTION. PROVIDE FENCE STANDS AND SAND BAGS FOR

STABILITY. PROVIDE PAD LOCKED GATES AS NECESSARY FOR CONSTRUCTION.

SAWCUT AND REMOVE CONCRETE

REMOVE TREES AND CLEAR AND GRUB

REMOVE SHRUBS & LANDSCAPING

REMOVE FENCE, FABRIC, GATES AND HARDWARE

(POSTS AND FOOTERS TO REMAIN)

REMOVED EXISTING LIGHT POLES AND FOUNDATIONS. DISCONNECT

LIVE WIRE AT PANEL AND CAP WIRE ENDS BELOW GRADE.

REMOVE FENCE POST, FABRIC, GATES,

HARDWARE AND FOOTINGS

REMOVE MINI SCOREBOARDS AND STORE DURING CONSTRUCTION.

RE-INSTALL MINI SCORE BOARDS AS SHOWN ON SITE AND UTILITY

PLANS.

REMOVE NET, NET POST, AND FOUNDATIONS/FOOTINGS

REMOVE CANOPY STRUCTURE AND FOOTINGS

REMOVE CONCRETE FLUME. SAW CUT CLEAN

STRAIGHT JOINTS AS NEEDED.

REMOVE TRENCH DRAIN

REMOVE STORM INLET & CONCRETE APRON

REMOVE HANDRAIL. REPAIR AND GROUT ANY ANCHOR BOLT

HOLES WITH NON-SHRINK GROUT THAT MATCHES CONCRETE.

REMOVE CONCRETE STADIUM SEATING,

FOOTINGS AND STAIRS WITH HANDRAIL

REMOVE AND STORE SOLAR LIGHT BOLLARDS. REINSTALL PER

MANUFACTURERS SPECIFICATIONS AT END OF PROJECT AS

SHOWN ON SITE AND UTILITY PLANS

REMOVE POWER CONDUIT (REFER TO C3.0)

REMOVE CAMERA AND RETURN TO OWNER.

RELOCATE SIGN AND REMOVE FOOTING

(REFER TO C2.0)

REMOVE ORNAMENTAL FENCE

REMOVE POWER CONDUIT AND RETURN WIFI EXTENDER

TO OWNER.

REMOVE STORM PIPE

REMOVE BENCHES

RELOCATE COURT SIGNS (REFER TO C2.0)

STORE AND COORDINATE WITH OWNER FOR FINAL LOCATION

REMOVE HANDRAIL AND SAWCUT EXISTING CONCRETE WALL 8"

BELOW FINISH GRADE (FOR NEW SIDEWALK TO BE POURED OVER

THE REMAINING WALL)

REMOVE EXISTING POWER FROM CONDUITS.

CONDUITS UNDER ASPHALT TO REMAIN.

SAWCUT & REMOVE EXISTING CURB & GUTTER. REMOVE TO

END OF CURVES SO NEW WORK IS CLEAN

RELOCATE EXISTING SCOREBOARD. REFER TO CIVIL,

STRUCTURAL AND ELECTRICAL PLANS

REMOVE EXISTING TELECOM CABINET

REMOVE CONCRETE STAIRS & HANDRAILS

ELECTRICAL DEMOLITION, REFER TO ELECTRICAL

REMOVE RIVER STONE

DEMOLITION KEY NOTES

A

B

C

D

F

G

H

I

J

K

L

M

N

Q

R

S

T

U

V

W

X

Y

O

Z

AA

AB

AC

AD

E

P

RELOCATE IRRIGATION CONTROL VALVE AND

HEADS AS NEEDED.

AE

VARIES

SEE NOTE

2 BELOW.

NOTES:

1. DEMOLITION INTENT REMAINS FOR MIRRORED SECTION.

2. SAW CUT DEPTH TO BE 8-IN BELOW FINISHED GRADE.

2.1. NORTHERN WALL SECTION: APPROXIMATELY 8.5-IN DEPTH OF CUT

2.2. SOUTHERN WALL SECTION: APPROXIMATELY 13-IN DEPTH OF CUT

3. FIELD VERIFY FINAL GRADE ELEVATIONS PRIOR TO SAW CUTTING AND REMOVING PORTION OF

WALL AS SHOWN.

SAWCUT EXISTING RETAINING WALL N.T.S.

SAW CUT HANDRAIL AT CORNER

POST. FILL HOLE WITH METAL BODY

FILLER, SAND SMOOTH, PRIME, AND

PAINT BLACK.

EXISTING HANDRAIL SHALL BE

PRIMED AND PAINTED BLACK

SAW CUT HANDRAIL AT CORNER

POST. FILL HOLE WITH METAL

BODY FILLER, SAND SMOOTH,

PRIME, AND PAINT BLACK.

EXISTING HANDRAIL SHALL

BE SAW CUT AND REMOVED

BACK TO CORNER POST.

SAW CUT EXISTING RETAINING

WALL IN-LINE WITH WALL TO

REMAIN. CHAMFER EXPOSED

EDGE TO MATCH EXISTING.

EXISTING RETAINING

WALL SECTION TO BE

REMOVED.

SAW CUT EXISTING RETAINING WALL. PAINT

ALL STEEL BELOW GRADE W/ TWO HEAVY

COATS OF ASPHALTUM. DO NOT COAT ON

AREAS OF WALL TO REMAIN ABOVE GRADE. EXISTING RETAINING

WALL SECTION TO

REMAIN.

X

JOB NO.

SHEET NO.

SCALE:

CHECKED BY: DATE:

LA

ND

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J. LEWIS

G.FRANK 06.18.2026

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EN

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CO

NC

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C

O

UR

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CO

NV

ER

SI

O

N

L O

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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

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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

0.

A D

D

EN

D U

M

C H

A N

G

ES

C1.0

EX

IS

TI

N

G C

O N

D

IT

IO

N

S

D

EM

O

LI

TI

O

N P

LA

N

N

AD

SCALE 1"=20'

40'20'

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. 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

. 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

EX.

INTERMITTENT

STREAM

EX.

RIPRAP

EX. ASPHALT COURT

EX. YARD INLET

COVERED W/ 6''

OF MULCH

EX. POWER BOX

EX. GAS METER

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

LIMITS OF CONSTRUCTION

EX. RETAINING

WALL

G G G G G

G

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

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

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

SITE ACCESS

FOR

CONSTRUCTION

4'

2 RISERS

2 RISERS

8 RISERS

P3

P2

P1

P6

P7

P5

P9

4 RISERS

X

TYP OF 7

5 RISERS

SET NEW

CORNER POST

SET NEW

CORNER POST

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

5 RISERS

4 RISERS

5 RISERS

5 RISERS

4' 4'

16.5'

SET NEW

CORNER POST

SET NEW

CORNER POST

X X

X X

5 RISERS

P12

P8

SET NEW

CORNER POST

SET NEW

CORNER POST

SET NEW

CORNER POST

P4

SET NEW

CORNER POST

P10

P11

8'

TYP OF 9

16.5'

4.5'

8'

6'

X

SET NEW

CORNER POST

R10'

R25'

R30'

ALT#1

ALT#1

ALT#1

ALT#1

ALT#1

ALT#1

ALT#1

ALT#1

ALT#1

C6.1

2A C6.0

1A C6.0

1A C6.0

1A C6.0

1A C6.0

C6.1

1A C6.0

1A C6.0

A

A

A

E

F

H

H

H

H

H

H

H

I

C6.0

J

J

J

J

1A C6.0

G

H

A

A

A

C6.1

C6.1

I

C6.0

B

B

B

B

C6.0

D

C

C

C

C

D

C

C

C

C -C

C

C

C

C

C

C

C

C

C

1A C6.0

C6.1

C6.1

C6.1

C6.1

M

M

M

M

M

M

M

K

K

- K

2C C6.0

I

E

E

L

C6.0

2C C6.0

F

F

F

C6.1

C6.1

C6.0

1B C6.0

1B C6.0

N

D

D

K

C

C

1A C6.0

1A C6.0

1A C6.0

1A C6.0

1A C6.0

1B C6.0

2B C6.0

2C C6.0

C6.1 2

C6.1

C6.1

C6.1

C6.1

C6.1

A

A

A

A

A

A

B

B

B

B

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

D -C

D

D

F

F

F

F

H

H

H

H

H

H

H

H

H

H

I

I

C6.0

C6.0

I

J

J

J

J

K

K

K

N

2C C6.0

C6.1

C6.1

H

I

H

M

D

D

I

C

C

D

D

M

C

D

M

C

D

M

M

1B C6.0

O

O

O

O

O

O

O

O

O

O

O

O

C6.0

I

- I

1A C6.0

1A C6.0

2B C6.0

2B C6.0

C6.1

C6.1

K

K

K

C6.0

C6.0

C6.0

1A C6.0

D

C6.0

C6.0

IMPACTS TO UTB

SHALL NOT EXCEED

EXISTING IMPACTS

I

C6.0

P

P

Q

Q

Q

Q

E

N

N

8' 8'

8'

10.82' 8'

16.5'

120.67'

8' 8'

16.5'

16.5'

7'

5.5'

10.4'

8' 7'

7'

R20'

R30'

Q

5.5'

5'

4'

7'

1A C6.0

7.55'

4.66'

24.52'

24.55'

8'

C6.0

SLOPED

SLOPED

SLOPED

8" STEP

Q

SLOPED

3" STEP

6' 6.66' 6.66'

4-FT BLACK ORNAMENTAL FENCE (MATCH EXISTING FENCE TYPE)

CONCRETE STAIR SOUTH CORNER OF COURT 4

KEY NOTES

1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE TOWN OF CARY, NCDOT AND OSHA

STANDARDS AND SPECIFICATIONS.

2. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, BUILDING WALL FACE OR

PROPERTY LINE, UNLESS OTHERWISE NOTED.

3. ALL RADII ARE DIMENSIONED FROM BACK OF CURB. IF NOT STATED, RADII DIMENSION IS 5'.

4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND GRADES PRIOR TO

CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING ANY RELATED

CONSTRUCTION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE

STOCKPILES AND/OR WASTE AREAS.

6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTION AND SHALL MAKE

REPAIRS AT NO EXPENSE TO THE OWNER.

7. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (811) OR (1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED.

ALL PRIVATE UTILITIES SHALL BE LOCATED AS NEEDED BY A PRIVATE UTILITY LOCATE COMPANY

EMPLOYED BY THE CONTRACTOR.

8. ALL CURB AND GUTTER OFFSITE SHALL BE 30" WIDE UNLESS NOTED OTHERWISE.

9. ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PER PROJECT DETAILS AND

NCDOT STANDARDS AND SPECIFICATIONS.

10. RAISE ALL IN-GROUND UTILITY STRUCTURES AT NO ADDITIONAL COST TO THE OWNER SO THAT THE

TOP OF THE STRUCTURE EQUALS THE FINISH GRADE OF THE NEW PAVEMENT.

11. COORDINATE THE PROJECT SCHEDULE WITH THE CIVIL ENGINEER AND OWNER. ANY UTILITY

INTERRUPTIONS SHALL BE COORDINATED WITH THE OWNER AT LEAST 72 HOURS PRIOR TO THE

INTERRUPTION.

12. PROVIDE A SMOOTH TRANSITION BETWEEN ALL NEW AND EXISTING PAVEMENTS UNLESS NOTED

OTHERWISE.

13. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE FOR THE WIDTH OF THE SIDEWALK. NOTIFY

ENGINEER IF THIS CANNOT BE ACHIEVED.

SITE LAYOUT NOTES

CONCRETE SEAT WALL

STANDARD CONCRETE SIDEWALK

POST TENSION CONCRETE

(REFER TO STRUCTURAL PLANS)

RELOCATED SOLAR LIGHT BOLLARDS

INSTALL EX. RELOCATED SIGN WITH

12" DIAMETER X 24" DEEP CONCRETE FOOTERS

INSTALL EX. RELOCATED COURT SIGNS ON FENCE.

COORDINATE WITH OWNER FOR FINAL LOCATION.

PROVIDE CAST IN PLACE CONCRETE WALL (REFER TO

GRADING & STRUCTURAL PLANS)

PROVIDE BENCHES (SEE ARCHITECTURAL PLANS)

RELOCATED MINI SCOREBOARDS ON CHAIN LINK FABRIC. PROVIDE

NEW BLACK POWDER COATED MOUNTS AND HARDWARE. REFER TO

ELECTRICAL PLANS.

ACCESSIBLE SIDEWALK RAMP WITH HANDRAILS

LIGHT POLE (BY MUSCO, NIC). CO-ORDINATE w/ MUSCO

CONTRACTOR AS NEEDED

CONCRETE POUR STRIP (REFER TO STRUCTURAL)

CONCRETE FLUME AND FLUME w/ STAIR

STANDARD 30" CURB AND GUTTER

BLACK VINYL CHAINLINK FENCE SLEEVED OVER

EXISTING FENCE POST (REFER TO TENNIS COURT

DETAILS DRAWINGS)

PROVIDE SHADE STRUCTURES (SEE ARCHITECTURAL

& STRUCTURAL PLANS)

LIGHT BOLLARD (TO MATCH MANUFACTURER, MODEL, AND

STYLE OF EXISTING ON-SITE SOLAR BOLLARDS)

RELOCATED SCOREBOARD ON FOUNDATION AND COLUMNS.

SEE STRUCTURAL PLANS

HEAVY DUTY CONCRETE SIDEWALK

PROVIDE AGS STAINLESS 42-INCH TALL, CORE MOUNT, FLAT TOP RAINIER

RAILING SYSTEM AND INSTALL PER MANUFACTURES RECOMMENDATIONS

(OR APPROVED EQUAL). COORDINATE WITH ENGINEER

BLACK VINYL CHAINLINK FENCE WITH FOOTINGS

(REFER TO TENNIS COURT DETAILS DRAWINGS)

TENNIS COURT LAYOUT (REFER TO TENNIS COURT

DETAIL DRAWING)

CANOPY SHADE

PRIME AND PAINT BLACK EXISTING HANDRAIL TO REMAIN

CONCRETE STAIRS WITH ORNAMENTAL HANDRAILS

X

WALL STEP OR CHANGE IN WALL SLOPE POINT

(REFER TO GRADING FOR ELEVATION DIFFERENCE)

CONCRETE COACHES STAIRS WITH ORNAMENTAL HANDRAILS

C6.1

C6.0

C6.0

2A C6.0

A

1A C6.0

D

C

F

G

H

I

J

K

B

C6.0

M

C6.0

C6.1

L

1B C6.0

N

E

O

C6.1

P

2B C6.0

Q

2C C6.0

JOB NO.

SHEET NO.

SCALE:

CHECKED BY: DATE:

LA

ND

SC

AP

E

AR

CH

IT

EC

TU

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C

IV

IL

E

NG

IN

EE

RI

NG

J. LEWIS

G.FRANK 06.18.2026

CA

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EN

NI

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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

C2.0

SI

TE

P

LA

N

N

AD

'' S

AN

'' S

AN

'' S

AN

'' S

AN

15'' SAN

15'' SAN

15'' SAN

X

X X

X

X X X

X

XXXXXXX

X

X

X X X X X X X

X

X X

X

X

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.

LIMITS OF CONSTRUCTION

XXXX

X

X

X

X

LIMITS OF CONSTRUCTION

G G G G G

G

X

X

X X

X X

X X

X X

X

' U R

BA

N

TR

AN

SI

TI

O N

B U

FF

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LIMITS OF CONSTRUCTION

LI

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C O

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TOWN OF CARY

REAL ESTATE

DEPT OF CARY

PART OF PIN:

744086065

DB: 7154 PG: 311

BM:1996 PG:1355

LO

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D R

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ID

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P U

BL

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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

1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE TOWN OF CARY, NCDOT AND OSHA

STANDARDS AND SPECIFICATIONS.

2. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, BUILDING WALL FACE OR

PROPERTY LINE, UNLESS OTHERWISE NOTED.

3. ALL RADII ARE DIMENSIONED FROM BACK OF CURB. IF NOT STATED, RADII DIMENSION IS 5'.

4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND GRADES PRIOR TO

CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING ANY RELATED

CONSTRUCTION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE

STOCKPILES AND/OR WASTE AREAS.

6. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTION AND SHALL MAKE

REPAIRS AT NO EXPENSE TO THE OWNER.

7. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (811) OR (1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED.

ALL PRIVATE UTILITIES SHALL BE LOCATED AS NEEDED BY A PRIVATE UTILITY LOCATE COMPANY

EMPLOYED BY THE CONTRACTOR.

8. ALL CURB AND GUTTER OFFSITE SHALL BE 30" WIDE UNLESS NOTED OTHERWISE.

9. ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PER PROJECT DETAILS AND

NCDOT STANDARDS AND SPECIFICATIONS.

10. RAISE ALL IN-GROUND UTILITY STRUCTURES AT NO ADDITIONAL COST TO THE OWNER SO THAT THE

TOP OF THE STRUCTURE EQUALS THE FINISH GRADE OF THE NEW PAVEMENT.

11. COORDINATE THE PROJECT SCHEDULE WITH THE CIVIL ENGINEER AND OWNER. ANY UTILITY

INTERRUPTIONS SHALL BE COORDINATED WITH THE OWNER AT LEAST 72 HOURS PRIOR TO THE

INTERRUPTION.

12. PROVIDE A SMOOTH TRANSITION BETWEEN ALL NEW AND EXISTING PAVEMENTS UNLESS NOTED

OTHERWISE.

13. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE FOR THE WIDTH OF THE SIDEWALK. NOTIFY

ENGINEER IF THIS CANNOT BE ACHIEVED.

SITE LAYOUT NOTES

JOB NO.

SHEET NO.

SCALE:

CHECKED BY: DATE:

LA

ND

SC

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E

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IT

EC

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IN

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RI

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J. LEWIS

G.FRANK 06.18.2026

CA

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EN

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PA

RK

P

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NC

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L O

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C A R Y, N C

6- D

P-

T O

C P

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N

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AS SHOWN

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LA

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CO

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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

C2.1

C O

N C

R

ET

E

SC

O R

IN

G

P

LA

N

N

AD

SCALE 1"=20'

40'20'

MINOR LAYOUT REVISIONS RESULTED IN

MINOR SCORING CHANGES.

E

U

U

E

E

E

UU

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

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U G

P U

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U G

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UGP

UGP

UGP

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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

W

W

W W

W

W W

W W

W

EX

. B

R

ID

G E

EX. COLUMNS

(DO NOT DAMAGE)

X

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O N

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S

O F

C O

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ST

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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

W

W

W

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

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

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P U

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IC

R /W

EX. WETLANDS

EX.

WETLANDS

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

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ATV

U C

ATV

U

C

ATV

U C

ATV

U G

P

UCATV

U C

AT

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U C

AT

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U C

AT

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U C

AT

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U C

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U C

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UCATV UCATV UCATV UCATV UCATV UCATV

UGPUGP

UGP UGP

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U C

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UCATV UCATV UCATV UCATV UCATV UCATV

U C

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A

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F

F

F

D

D

D

D

F

I

E

UP

5-FT X5-FT TELECOM

CABINET

(REFER TO ELECTRICAL)

B

B

F

F

B

B

B

C

A

C

A

C

A

C

A

C

A

C

A

C

A

A

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B

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B

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B

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B

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- F

A

ALT#1

ALT#1

ALT#1

ALT#1ALT#1

ALT#1

ALT#1

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ALT#1

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ALT#1

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P

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P -B

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UGP UGP

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P U

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UG

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UGPUGPUGP

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UGPUGP

Q

Q

KEY NOTES

A

REINSTALL WIFI EXTENDER (REFER TO ELECTRICAL PLANS)E

FIBERGLASS HANDHOLE (REFER TO ELECTRICAL DRAWINGS)

B

REINSTALL EX. CAMERAS (REFER TO ELECTRICAL PLANS)

D

UTILITY NOTES

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF CARY,

NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS.

2. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCDEQ, TOWN OF

CARY, WAKE COUNTY AND OSHA REQUIREMENTS.

3. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH OTHER

PRIME CONTRACTORS, UTILITY COMPANIES AND OTHER TRADES INCLUDING

BUT NOT LIMITED TO: NATURAL GAS, FIBER, POWER, TELEPHONE AND CATV.

4. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES

PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF ANY DISCREPANCIES ARE

DISCOVERED.

5. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION

AND SHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER.

6. THE CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY OF ALL UTILITY AND

STORM DRAINAGE IMPROVEMENTS FOLLOWING CONSTRUCTION.

7. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO

ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT

FACILITIES. COORDINATE SHORT-TERM, OFF-HOUR, TEMPORARY SHUT-

DOWNS WITH THE OWNER.

8. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR

REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY

INSTALLATION.

9. METALLIC LINES SHALL BE IDENTIFIED WITH DURABLE PRINTED PLASTIC

WARNING TAPES, MINIMUM 3 INCHES WIDE WITH LETTERING TO IDENTIFY

BURIED LINE BELOW.

10. NON-METALLIC PIPES, OTHER THAN GAS LINES, SHALL BE IDENTIFIED BY

DETECTABLE WARNING TAPE, MINIMUM 2 INCHES WIDE, WITH LETTERING TO

IDENTIFY BURIED LINE BELOW.

11. AN INSULATED COPPER TRACER WIRE OR OTHER APPROVED CONDUCTOR

SHALL BE INSTALLED ADJACENT TO UNDERGROUND NONMETALLIC PIPING.

ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE

SHALL TERMINATE ABOVEGROUND AT THE END OF THE NONMETALLIC

PIPING. THE TRACER WIRE SIZE SHALL NOT BE LESS THAN 18AWG AND THE

INSULATION TYPE SUITABLE FOR DIRECT BURIAL.

REINSTALL EX. MINI SCOREBOARDS AND HARD WIRE WITH

ELECTRICAL AND FIBER (REFER TO TENNIS & ELECTRICAL PLANS)

F

G

ELECTRICAL / FIBER / COM CONDUITS (REFER TO ELECTRICAL

PLANS FOR SIZE AND NUMBER OF CONDUITS TO EACH LOCATION)

H

I

COMMUNICATION CONDUITS TO CANOPY STRUCTURES

(REFER TO ELECTRICAL AND ARCHITECTURAL DRAWINGS)

GCFI POWER RECEPTACLE WITHIN CANOPY STRUCTURE

(REFER TO ARCH AND ELECTRICAL DRAWINGS)

RE-INSTALLED SOLAR LIGHT BOLLARDS & CLEAN BOLLARD

C

PROVIDE WIRING TO HARD WIRED BOLLARDS

(REFER TO ELECTRICAL DRAWINGS)

J

TRANSFORMER FOR MUSCO LIGHTING SERVICE - NOT IN CONTRACT

(COORDINATE AS NEEDED WITH OTHER PROJECT.)

K

MUSCO LIGHTING ELECTRICAL AND CONTROL PANEL NOT IN CONTRACT

(COORDINATE AS NEEDED WITH OTHER PROJECT.)

L

PROVIDE CONDUIT AND RE-WIRE SCORE BOARD (REFER TO

ELECTRICAL DRAWINGS)

M

RELOCATE EXISTING SCORE BOARD CONTROL CABINET ADJACENT

TO RELOCATED SCORE BOARD AND RE-WIRE POWER AND

TELECOM (REFER TO ELECTRICAL DRAWINGS)

N

RECONNECT FIBER AND TELECOM TO EXISTING SCORE BOARD

(SEE ELECTRICAL PLANS)

O

STUB UP CONDUIT AND CAP WITH PULL STRING FOR FUTURE

COM LINES (REFER TO ELECTRICAL DRAWINGS)

P

PROVIDE DATA OUTLET (REFER TO ELECTRICAL DRAWINGS)

Q

REMOVE EXISTING QUAZITE BOX AND REPLACE WITH ELECTRICAL RATED

QUAZITE BOX WITH A GREATER DEPTH DIMENSION. FINAL BOX TO BE

FLUSH WITH FINISHED GRADE. DO NOT DAMAGE EXISTING ELECTRICAL

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

TO

W

N O

F C A R Y

D R C C

O M

M

EN

TS

.1 9.

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:

DRC

CONSULTANTS:

CRA ASSOCIATES, PA

THE TENNIS DESIGN STUDIO

ANCHORPOINT ENGINEERING, PLLC

EDMONDSON ENGINEERS, PA

TO

W

N O

F C A R Y

D R C C

O M

M

7.

TO

W

N O

F C A R Y

D R C C

O M

M

.0 7.

06.18.2026

CA

RY

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EN

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PA

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P

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NC

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C

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CO

NV

ER

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O

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L O

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PH

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C A R Y, N C

6- D

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N

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TO

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N O

F C A R Y

D R C C

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TO

W

N O

F C A R Y

D R C C

O M

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8.

A D

D

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D U

M

R

EV

IS

IO

N S

0.

C3.0

D R

Y U

TI

LI

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R

O U

TI

N

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LA

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N

AD

E

U

U

E

E

E

UU

E

E

EE

E

E

IR

'' S

AN

'' S

AN

'' S

AN

'' S

AN

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

X

X X

X

X X X

X

XXXXXXX

X

X

X X X X X X X

X

X X

X

X

EX. 18" PVC

EX

. 1

0" P

VC

EX. 10" PVC

EX

. 1

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

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U G

P

UGP

UGP

UGP

U G

P U

G P

U G

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U G

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U G

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U G

P

U G

P U

G P

U G

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U G

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UGP UGP UGP

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P U

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U G

P U

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U G

P U

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U G

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U G

P U

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EX. TRENCH DRAIN

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

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

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

EX. OUT 364.52

EX. FES

6 35

7 35 8 35

361 36

353 354355356 357 358 359

352351

1 366

363362

6 36

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

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

EX. YI RIM 365.46

INV. IN (E) 361.96

INV. OUT (W) 360.68'

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. 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

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

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

I

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:

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

G R

AD

IN

G

D R

AI

N

AG

E

PL

AN

C4.0

N

AD

SCALE 1"=20'

40'20'

MINOR LAYOUT REVISIONS

RESULTED GRADING

CHANGES REVIEW PLAN FOR

ALL CHANGES.

E

U

U

E

E

E

UU

E

E

EE

E

E

IR

'' S

AN

'' S

AN

'' S

AN

'' S

AN

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

X

X X

X

X X X

X

XXXXXXX

X

X

X X X X X X X

X

X X

X

X

EX. 18" PVC

EX

. 1

0" P

VC

EX. 10" PVC

EX

. 1

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