addendum number one · racer slide w/ steel curve climber geo arch climber slither slide crazy...

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ADDENDUM NUMBER ONE DATE: August 28, 2020 PROJECT: Peachtree Ridge Park Baseball Field and Playground Renovations BID NO: BL084-20 This addendum supersedes and supplements all portions of the bidding documents and becomes part of the Contract Documents for the above referenced project. Where any item called for in the specifications or indicated on the drawings is not supplemented hereby, the original requirements shall remain in effect. Where any original item is amended, voided, or superseded hereby, the provision of such item not so specifically amended, voided, or superseded shall remain in effect. Failure to acknowledge this addendum in the Bid Schedule may result in Bid being deemed non- responsive. QUESTIONS & ANSWERS: 1. Q. Are there any infill systems that require water for cooling that will be considered? A. No. 2. Q. What are liquidated damages on this project? A. Refer to page 12 of the front end specifications for dollar amount itemized for liquidated damages. 3. Q. Please provide a soft copy of the tender document through email. A. The bid documents can be obtained by contacting [email protected]. 4. Q. Please provide the names of countries that will be eligible to participate in this tender. A. Per the bid documents, “ In the event that the Contractor is a foreign corporation, partnership, or sole proprietorship, the Contractor hereby irrevocably appoints the Secretary of State of Georgia as its agent for service of all legal process for the purpose of this contract only.5. Q. What is the estimated budget for this purchase? A. There is approved funding for this project. Gwinnett County expects each contractor to bid a competitive price. Award will be made to the lowest responsive and responsible bidder. 6. Q. Are any extensions of bidding deadline planned? A. No

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Page 1: ADDENDUM NUMBER ONE · racer slide w/ steel curve climber geo arch climber slither slide crazy bones 6' arch bridge w/ binoculars slither slide w/ slide-a-side landing log hops 12"

ADDENDUM NUMBER ONE

DATE: August 28, 2020

PROJECT: Peachtree Ridge Park Baseball Field and Playground Renovations

BID NO: BL084-20

This addendum supersedes and supplements all portions of the bidding documents and becomes

part of the Contract Documents for the above referenced project.

Where any item called for in the specifications or indicated on the drawings is not supplemented

hereby, the original requirements shall remain in effect.

Where any original item is amended, voided, or superseded hereby, the provision of such item

not so specifically amended, voided, or superseded shall remain in effect.

Failure to acknowledge this addendum in the Bid Schedule may result in Bid being deemed non-

responsive.

QUESTIONS & ANSWERS:

1. Q. Are there any infill systems that require water for cooling that will be considered? A. No.

2. Q. What are liquidated damages on this project?

A. Refer to page 12 of the front end specifications for dollar amount itemized for liquidated damages.

3. Q. Please provide a soft copy of the tender document through email. A. The bid documents can be obtained by contacting [email protected].

4. Q. Please provide the names of countries that will be eligible to participate in this tender.

A. Per the bid documents, “ In the event that the Contractor is a foreign corporation, partnership, or sole proprietorship, the Contractor hereby irrevocably appoints the Secretary of State of Georgia as its agent for service of all legal process for the purpose of this contract only.”

5. Q. What is the estimated budget for this purchase? A. There is approved funding for this project. Gwinnett County expects each

contractor to bid a competitive price. Award will be made to the lowest responsive and responsible bidder.

6. Q. Are any extensions of bidding deadline planned? A. No

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Addendum 1 BL084-20

2 of 3

7. Q. Please provide any addenda or pre bid meeting minutes?

A. Questions received are included in this addendum. This is Addendum 1. If additional addenda are issued they will be posted to the Gwinnett County Website and the Georgia Procurement Registry.

8. Q. What additional details are you willing to provide, if any, beyond what is stated in bid

documents concerning how you will identify the winning bid? A. Please refer to the bid documents that can be obtained by contacting [email protected].

9. Q. Was this bid posted to the nationwide free bid notification website at https://clicktime.symantec.com/3MaBtfnKMemUZnGTFN3yE9Q7Vc?u=www.mygovwatch.com%2Ffree%3F? A. No

10. Q. Other than your own website, where was this bid posted?

A. The Bid Notice was also posted on the Georgia Procurement Registry Website.

11. Q. What are the contractor requirements for this project? A. Please refer to the bid documents that can be obtained by contacting

[email protected].

12. Q. What are the goals for the project (% DBE)? A. Gwinnett County does not currently have a preference program in place. Award

is made to the lowest responsive and responsible bidder.

13. Q. Will the County preapprove alternate products? A. The County is not preapproving specific products for this bid. Interested bidders

will need to determine if their product meets or exceeds what was specified and the County will evaluate after the bid due date.

CLARIFICATIONS:

1. Any reference to the project title in the bid documents should read; “Peachtree Ridge Park Baseball Field and Playground Renovations”.

2. All headers on the bid documents should include the project title to read, “Peachtree Ridge Park Baseball Field and Playground Renovations” and the bid number, “BL084-20”. Any pages missing this information in the Header shall be included in the final contract, as well as, the pages with headers that do include the project title and bid number.

3. Add Appendix E: Field Light Pole Schedule Existing Conditions (Documented March 2007) (Refer to Attachment D)

4. Sheet CE501, Amend chart Ds3 with additional information on Sketch SK1 (Refer to Attachment E)

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Addendum 1 BL084-20

3 of 3

ATTACHMENTS:

Attachment A: Pre-Bid Sign In Sheet

Attachment B: Revised References-Synthetic Turf Installer Form

Attachment C: Revised Appendix A: Playground Equipment List and Supporting Documents

Attachment D: Appendix E: Field Light Pole Schedule Existing Conditions (Documented March

2007)

Attachment E: Revised SK1: Sheet CE 501 DS3

Attachment F: Revised Section 321800 Athletic Field Surfacing-Baseball Field

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GrecoA
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ATTACHMENT A
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GrecoA
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Andrea Greco Pond & Co (consultant) Suite 600 3500 Parkway Ln Peachtree Corners, GA 30092
GrecoA
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Aubrey Sabba Pond & Co (consultant) Suite 600 3500 Parkway Ln Peachtree Corners, GA 30092
GrecoA
Text Box
GrecoA
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Gwinnett County Parks & Recreation BL084-20

Peachtree Ridge Park Baseball Field and Playground Renovations Gwinnett County, GA

15 Name

Contractor Phone

Address Fax

Email

16 Name

Contractor Phone

Address Fax

Email

17 Name

Contractor Phone

Address Fax

Email

18 Name

Contractor Phone

Address Fax

Email

19 Name

Contractor Phone

Address Fax

Email

20 Name

Contractor Phone

Address Fax

Email

21 Name

Contractor Phone

Address Fax

Email

GrecoA
Text Box
Jeremy Vanoy Gwinnett Co Dept of Community Services 75 Langley Dr Lawrenceville, GA 30046
GrecoA
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Glenn Boorman Gwinnett Co Dept of Community Services 75 Langley Dr Lawrenceville, GA 30046
GrecoA
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Adanegn Woldemichael Gwinnett Co. Dept of Community Services 75 Langley Dr Lawrenceville, GA 30046
GrecoA
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Kaley Ivins Gwinnett County Purchasing 75 Langley Dr Lawrenceville, GA 30046
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GrecoA
Text Box
ATTACHMENT B
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GWINNETT COUNTY, GEORGIA PAGE 19 PEACHTREE RIDGE PARK BASEBALL FIELD AND PLAYGROUND RENOVATIONS BL084-20 FAILURE TO RETURN THIS PAGE AS PART OF YOUR BID DOCUMENT MAY RESULT IN REJECTION.

REFERENCES - SYNTHETIC TURF INSTALLER Gwinnett County requests a minimum of three (3) references where work of a similar size and scope has been completed. Note: References should be customized for each project, rather than submitting the same set of references for every project bid. The references listed should be of similar size and scope of the project being bid on. Do not submit a project list in lieu of this form. 1. Company Name

Brief Description of Project

Completion Date

Contract Amount $ Start Date Contact Person Telephone

E-Mail Address

2. Company Name

Brief Description of Project

Completion Date

Contract Amount $ Start Date Contact Person Telephone

E-Mail Address

3. Company Name

Brief Description of Project Completion Date Contract Amount $ Start Date Contact Person Telephone

E-Mail Address

Company Name

GrecoA
Snapshot
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GrecoA
Text Box
ATTACHMENT C
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GrecoA
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Revised Appendix A: Playground Equipment List and Supporting Documents
Page 12: ADDENDUM NUMBER ONE · racer slide w/ steel curve climber geo arch climber slither slide crazy bones 6' arch bridge w/ binoculars slither slide w/ slide-a-side landing log hops 12"

PLAYCUBES

NEW

CONCRETEAREA

(729 sq. ft.)

EXISTING HEX

SHADE TO REMAIN

(RED POSTS, BLUE FABRIC)

109'-10"

UNITY SWING

PART #ZZXX0198

W/ BASKET SEAT

PART #ZZXX0204

7'-11"

7'-3"

6'

7'-11"

7'-6"

12'-3"

ACCESSIBLE

NEOS 360°

PART #ZZXX0994

MEDIUM

UNITY WEB

PART #ZZXX1114S

W/ IN-GROUND KIT

PART #ZZXX1116

ACCESSIBLE WHIRL

PART #ZZXX1158

COZY COCOON

PART #ZZXX0483

3 12" OD ARCH SWINGPART #ZZXX0815

W/ (3) ADD-A-BAYS

PART #ZZXX0816

(4) 8' BELT SEATS

PART #ZZXX0260

(2) 8' TOT SEATS

PART #ZZXX0265

(2) 8' ADA SEATS

PART #ZZXX0224

16'-3"

19'-4"

6'-7"

12"

24"

24"

36"

72"48"

48"

63"

78"

AERO-GLIDER

18"

6" RISE

WHEELCHAIR

RAMP W/

EXTENSION

BELL

PANEL

TRIPPPLE

RACER SLIDE

W/ STEEL CURVE

CLIMBER

GEO

ARCH

CLIMBER

SLITHER

SLIDE

CRAZY BONES

6' ARCH BRIDGE

W/ BINOCULARS

SLITHER SLIDE

W/ SLIDE-A-SIDE

LANDING

LOG

HOPS

12" RISE

WHEELCHAIR

RAMP

12" RISE

WHEELCHAIR

RAMP

LOG

HOPS

LOG

HOPS

ACCESS

GATE

ACCESS

GATE

MUSIC STORE

PART #ZZXX0475

PLAYTOWN

PLAYGROUND

PART #ZZXX0474

NATURE STATION

PART #ZZXX0476

7'-11"

SPIN RACER

PANEL

PIPE WALL

W/ WHEEL

TOWER

CLIMBER

ADA

STAIR

UNITY CANOPY

PART #ZZXX0187

36" RISE

CLOUDWALK

TURF SURFACING AREA:

8,700 SQ. FT.

0 5' 10'

6' BENCH

PART #ZZPQ303Q

6' BENCH

PART #ZZPQ303Q

12'-1"

2-5 AREA

5-12 AREA

5-12 AREA

36"

30"HAND

HOLDS

TRANSFER

POINT

HAND

HOLDS

24" 24"12"

PIPE

WALL

KPE RHYTHM

SPINNER

PANEL

9'-2"

12'-3"

6'-5"

6'-2"

9'-2"

9'-2"

6'-1"

12'-11"

6'-1"

FREDDY FIRETRUCK

(RIGID MOUNT)

PART #ZZXX0621

BALCONY

W/ WHEEL

BALANCE TRAX

DUNES

PART #ZZXX0343

ADA

STAIR

ACCESSIBLE

KPE DRIVE-AWAY

PANEL

BALCONY

W/ TELESCOPE

16' SHADE

CANOPY

HEX HAT

SHADE

ROCKY RIDGE

CLIMBER

360°

SPIRAL

SLIDE

TWISTED

CLIMBER

PIPEWALL W/

TELESCOPE (deck)

STOREFRONT

(ground)

66"

72"

60"

60"

72"

6'-9" 7'-6"

8'-8"

9'-10"

6'-1"

16'-2"

12"

11'-4"

6'-7"

7'-6"

8'-4"

FREE-STANDING

20' X 20' MARINER

SHADE STRUCTURE

PART #ZZPSM001

FREE-STANDING

20' X 20' MARINER

SHADE STRUCTURE

PART #ZZPSM001

6'-3"

Total Elevated Play Activities:

Total Ground-Level Play Activities:

AccessibleElevatedActivities

AccessibleGround-Level

Activities

AccessibleGround-LevelPlay Types

Required

Provided

AD

A S

CH

EDU

LE 21

11

20

23

7

23

4

8

BPaper Size

USER CAPACITY: AGE GROUP:

AREA: PERIMETER:

EQUIPMENT SIZE:

USE ZONE:

DATE:

SCALE:PROJECT NO:

FALL HEIGHT:

*PLAYGROUND SUPERVISION REQUIRED

DRAWN BY:

ASTM F1487-CPSC #325

PEA

CH

TREE

RID

GE

PAR

KG

WIN

NE

TT

CO

UN

TY

PA

RK

AN

D R

EC

20-3161A 3/32"=1'-0"

CHIP ZECHMAN

19-AUG-2020

60'4" X 60'10" X 20'

114'-4" x 109'-10"

9,428 SqFt. 383 Ft.

8 Ft.

233+ 2-12

17

PLAYWORLD PREFERRED

11515 Vanstory Drive

Suite 100

Huntersville, NC 28078

1-800-459-7241

Page 13: ADDENDUM NUMBER ONE · racer slide w/ steel curve climber geo arch climber slither slide crazy bones 6' arch bridge w/ binoculars slither slide w/ slide-a-side landing log hops 12"

PLAYCUBES

NEW

CONCRETE

AREA

(729 sq. ft.)

EXISTING HEX

SHADE TO REMAIN

(RED POSTS, BLUE FABRIC)

114'-4"

109'-10"

UNITY SWING

PART #ZZXX0198

W/ BASKET SEAT

PART #ZZXX0204

7'-11"

7'-3"

6'

7'-11"

7'-6"

12'-3"

ACCESSIBLE

NEOS 360°

PART #ZZXX0994

MEDIUMUNITY WEB

PART #ZZXX1114S

W/ IN-GROUND KIT

PART #ZZXX1116

ACCESSIBLE WHIRL

PART #ZZXX1158

COZY COCOON

PART #ZZXX0483

3 12" OD ARCH SWINGPART #ZZXX0815

W/ (3) ADD-A-BAYS

PART #ZZXX0816

(4) 8' BELT SEATS

PART #ZZXX0260

(2) 8' TOT SEATS

PART #ZZXX0265

(2) 8' ADA SEATS

PART #ZZXX0224

16'-3"

19'-4"

6'-7"

12"

24"

24"

36"

72"48"

48"

63"

78"

AERO-GLIDER

18"

6" RISE

WHEELCHAIR

RAMP W/

EXTENSION

BELL

PANEL

TRIPPPLE

RACER SLIDE

W/ STEEL CURVE

CLIMBER

GEO

ARCH

CLIMBER

SLITHER

SLIDE

CRAZY BONES

6' ARCH BRIDGE

W/ BINOCULARS

SLITHER SLIDE

W/ SLIDE-A-SIDE

LANDING

LOG

HOPS

12" RISE

WHEELCHAIR

RAMP

12" RISE

WHEELCHAIR

RAMP

LOG

HOPS

LOG

HOPS

ACCESS

GATE

ACCESS

GATE

MUSIC STORE

PART #ZZXX0475

PLAYTOWN

PLAYGROUND

PART #ZZXX0474

NATURE STATION

PART #ZZXX0476

7'-11"

SPIN RACER

PANEL

PIPE WALL

W/ WHEEL

TOWER

CLIMBER

ADA

STAIR

UNITY CANOPY

PART #ZZXX0187

36" RISE

CLOUDWALK

TURF SURFACING AREA:

8,700 SQ. FT.

0 5' 10'

6' BENCH

PART #ZZPQ303Q

6' BENCH

PART #ZZPQ303Q

12'-1"

2-5 AREA

5-12 AREA

5-12 AREA

36"

30"HAND

HOLDS

TRANSFER

POINT

HAND

HOLDS

24" 24"12"

PIPE

WALL

KPE RHYTHM

SPINNER

PANEL

9'-2"

12'-3"

6'-5"

6'-2"

9'-2"

9'-2"

6'-1"

12'-11"

6'-1"

FREDDY FIRETRUCK

(RIGID MOUNT)

PART #ZZXX0621

BALCONY

W/ WHEEL

BALANCE TRAX

DUNES

PART #ZZXX0343

ADA

STAIR

ACCESSIBLE

KPE DRIVE-AWAYPANEL

BALCONY

W/ TELESCOPE

16' SHADE

CANOPY

HEX HAT

SHADE

ROCKY RIDGE

CLIMBER

360°

SPIRAL

SLIDE

TWISTED

CLIMBER

PIPEWALL W/

TELESCOPE (deck)

STOREFRONT

(ground)

66"

72"

60"

60"

72"

6'-9" 7'-6"

8'-8"

9'-10"

6'-1"

16'-2"

12"

11'-4"

6'-7"

7'-6"

8'-4"

FREE-STANDING

20' X 20' MARINER

SHADE STRUCTURE

PART #ZZPSM001

FREE-STANDING

20' X 20' MARINER

SHADE STRUCTURE

PART #ZZPSM001

6'-3"

Total Elevated Play Activities:

Total Ground-Level Play Activities:

AccessibleElevatedActivities

AccessibleGround-Level

Activities

AccessibleGround-LevelPlay Types

Required

Provided

AD

A S

CH

EDU

LE 21

11

20

23

7

23

4

8

BPaper Size

USER CAPACITY: AGE GROUP:

AREA: PERIMETER:

EQUIPMENT SIZE:

USE ZONE:

DATE:

SCALE:PROJECT NO:

FALL HEIGHT:

*PLAYGROUND SUPERVISION REQUIRED

DRAWN BY:

ASTM F1487-CPSC #325

PEA

CH

TREE

RID

GE

PAR

KG

WIN

NE

TT

CO

UN

TY

PA

RK

AN

D R

EC

20-3161A 3/32"=1'-0"

CHIP ZECHMAN

19-AUG-2020

60'4" X 60'10" X 20'

114'-4" x 109'-10"

9,428 SqFt. 383 Ft.

8 Ft.

233+ 2-12

17

PLAYWORLD PREFERRED

11515 Vanstory Drive

Suite 100

Huntersville, NC 28078

1-800-459-7241

Page 14: ADDENDUM NUMBER ONE · racer slide w/ steel curve climber geo arch climber slither slide crazy bones 6' arch bridge w/ binoculars slither slide w/ slide-a-side landing log hops 12"

Posts

ZZPM0006 51 5in OD X 96in STEEL POST W/ RIVETED CAP

ZZPM0008 32 5in OD X 108in STEEL POST W/ RIVETED CAP

ZZPM0016 33 5in OD X 120in STEEL POST W/ RIVETED CAP

ZZPM0026 24 5in OD X 132in STEEL POST W/ RIVETED CAP

ZZPM0046 85 5in OD X 156in STEEL POST W/ RIVETED CAP

ZZPM0056 16 5in OD X 168in STEEL POST W/ RIVETED CAP

ZZPM0066 27 5in OD X 180in STEEL POST W/ RIVETED CAP

ZZPM0229 68 5in OD x 152in SWAGED STEEL POST

ZZPM0277 69 5in OD x 213in SWAGED STEEL POST

ZZPM0287 610 5in OD x 188in SWAGED STEEL POST

ZZPM0357 211 5in x 84in STEEL POST w/CAP

ZZPM0367 612 2ft POST EXTENSION FOOTER & CLAMP SUPPORT

ZZPM0368 613 3ft POST EXTENSION FOOTER & CLAMP SUPPORT

Decks & Kick Plates

ZZPM0616 114 SQUARE COATED DECK ASSEMBLY

ZZPM0617 815 TRIANGULAR COATED DECK ASSEMBLY

ZZPM0618 216 1/2 HEX COATED DECK ASSEMBLY

ZZPM0619 217 HEX COATED DECK ASSEMBLY

ZZPM0639 118 45 DEGREE TRI COATED DECK ASSEMBLY

ZZPM2530 219 12in DECK TO DECK KICK PLATE

ZZUN2290 520 COATED DECK TO DECK CONNECTION KIT

ADA Items

ZZPM7328 121 6in RISE DK-DK WHEELCHAIR RAMP W/ GUARDRAILS

ZZPM7330 122 AEROGLIDER DECK EXTENSION FOR WHEELCHAIR RAMPS

ZZPM7537 123 GROUND TO DECK WHEELCHAIR RAMP W/ GUARDRAILS (12in RISE)

ZZPM7539 124 DECK TO DECK WHEELCHAIR RAMP W/ GUARDRAILS (12in RISE)

ZZUN7336 125 AEROGLIDER

ZZUN9390 126 6in WHEELCHAIR RAMP CENTER SUPPORT

ZZUN9400 127 18in WHEELCHAIR RAMP CENTER SUPPORT

Slides

ZZPM1374 128 TRIPPPLE RACER SLIDE

ZZPM3205 129 SLITHER SLIDE ENTRY/ SLIDE-A-SIDE

ZZPM3206 130 SLITHER SLIDE 2.0 ENTRANCE & EXIT

ZZPM3537 131 SLIDE- NUVO 360 SPIRAL SLIDE

ZZUN3207 332 SLITHER SLIDE 2.0 (STRAIGHT SECTION)

ZZUN3208 133 SLITHER SLIDE 2.0 (RIGHT SECTION)

ZZUN3209 334 SLITHER SLIDE 2.0 (LEFT SECTION)

ZZUN3249 135 SLITHER SLIDE 2.0 SUPPORT LEG 3ft-6in

ZZUN3256 136 SLITHER SLIDE 2.0 SUPPORT LEG 2ft-6in

Activity Panels

ZZPM4356 237 BALCONY

ZZPM4487 138 DRIVE AWAY HALF PANEL

ZZPM4537 139 SPIN RACER PANEL (DECK LEVEL)

Part No. Description

Design Number: 20-3161A - Bill Of Material

Peachtree Ridge Park

Ref.No. Quantity

Wednesday, August 19, 2020 Page of1 2 Playworld.com

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ZZPM4646 140 STOREFRONT PANEL

ZZPM6776 141 RHYTHM SPINNER (DECK MOUNT)

ZZUN4300 242 STEERING WHEEL (PIPE WALL MOUNT)

ZZUN4439 243 TELESCOPE - PIPE WALL MOUNT WITH LENS (PM)

Barriers

ZZPM4090 344 CENTERLINE PIPE WALL BARRIER

ZZPM4190 445 SMALL HAND HOLD

ZZPM4288 246 ACCESS GATE

Climbers

ZZPM6459 147 DECK TO DECK CLOUD WALK (36in RISE LEFT)

ZZPM7006 148 GEO ARCH CLIMBER (48in DK)

ZZPM7160 149 6ft TWISTED CLIMBER

ZZPM7168 150 6ft TOWER CLIMBER

ZZPM7966 151 ROCKY RIDGE CLIMBER (60in DECK)

ZZPM8338 152 STEEL CURVE CLIMBER (TRIPPPLE SLIDE)

ZZUN8396 653 12in LOG HOP

ZZUN8428 354 16in LOG HOP

ZZUN8727 355 PLAYCUBE- GROUND LEVEL

ZZUN8747 156 PLAYCUBES- ABOVE GROUND- 3 SIDED CONNECTION

Bridges

ZZPM6427 157 CRAZY BONES 6ft ARCH BRIDGE w/BINOCULARS

Audible Activities

ZZPM4588 158 BELL PANEL

Roofs & Arches

ZZPM9698 259 16ft SHADE CANOPY

ZZPM9717 360 HEX HAT SHADE (PM)

ZZPM9727 161 PM HEX HAT POST BRACES

Stairs and Ladders

ZZPM9168 162 12in ACCESSIBLE STEPPED PLATFORM (DECK TO DECK)

ZZPM9189 163 18in ACCESSIBLE STEPPED PLATFORM (DECK TO DECK)

Additional Tool & Maintenance Kits

ZZUN1471 164 INSTALLER HARDWARE KIT

ZZUN9910 165 SURFACING WARNING LABEL KIT

ZZUN9930 166 PIPE SYSTEMS MAINTENANCE KIT W/ AEROSOL

ZZXXGNGUID 167 GENERAL INSTALLERS GUIDE

Part No. Description

Design Number: 20-3161A - Bill Of Material

Peachtree Ridge Park

Ref.No. Quantity

Wednesday, August 19, 2020 Page of2 2 Playworld.com

Page 16: ADDENDUM NUMBER ONE · racer slide w/ steel curve climber geo arch climber slither slide crazy bones 6' arch bridge w/ binoculars slither slide w/ slide-a-side landing log hops 12"

N/AZZ9245731 5/8" ANCHOR BOLT KIT 8 62

N/AZZPQ303Q2 6ft BENCH W/ BACK - PERFORATED - IN-GROUND

2 250.00 813 0.00 0.00 0

N/AZZPSM0013 MARINER PYRAMID 20X20X12- IN-GROUND POST

2 1,918.00 4,337 0 0.00 0.00 0

CertifiedZZXX01874 UNITY LARGE OVERHEAD CANOPY 1 608.08 1,212 13 9.50 0.84 1

CertifiedZZXX01985 UNITY SWING FRAME 1 270.40 1,221 0 3.00 0.52 0

CertifiedZZXX02046 BASKET SWING 1 83.40 1,049 4 0.50 0.00 1

CertifiedZZXX02247 ACCESSIBLE SWING SEAT w/SILVER SHIELD CHAIN TO 8ft TOP RAIL

2 60.90 550 2 1.00 0.00 2

CertifiedZZXX02608 BELT SEAT W/SILVER SHIELD CHAIN FOR 8ft TOP RAIL

4 35.20 216 4 1.00 0.00 4

CertifiedZZXX02659 INFANT SEAT W/SILVER SHIELD FOR 8ft TOP RAIL

2 22.62 179 2 0.50 0.00 2

CertifiedZZXX034310 BALANCE TRAX DUNES 1 145.81 362 2 3.50 0.18 1

CertifiedZZXX047411 PLAYTOWN PLAYGROUND 1 447.90 1,620 7 7.50 0.33 5

CertifiedZZXX047512 PLAYTOWN MUSIC STORE 1 229.60 1,350 7 5.00 0.12 7

CertifiedZZXX047613 PLAYTOWN NATURE STATION 1 224.74 865 4 4.00 0.18 5

CertifiedZZXX048314 COZY COCOON - SPINNING 1 132.00 834 3 1.50 0.13 1

CertifiedZZXX062115 FREDDY FIRETRUCK (RIGID MOUNT) 1 674.36 2,725 9 10.00 0.12 1

CertifiedZZXX081516 3.5in OD 2-UNIT STEEL ARCH SWING- 8ft TOP RAIL

1 281.49 79 0 3.00 0.52 0

CertifiedZZXX081617 3.5in OD STEEL ARCH SWING 2-UNIT ADD-A-BAY

3 498.33 212 0 6.00 0.78 0

CertifiedZZXX099418 NEOS 360 - ADA VERSION 1 813.18 7,781 6 5.00 2.25 1

CertifiedZZXX1114S19 UNITY WEB - MEDIUM 1 798.07 6,993 20 4.00 0.00 1

CertifiedZZXX111620 UNITY WEB FOOTING KIT- MEDIUM 1 129.54 59 0 3.50 0.30 0

CertifiedZZXX115821 ACCESSIBLE WHIRL 1 994.24 5,686 9 6.50 0.47 1

CertifiedZZPM000622 5in OD X 96in STEEL POST W/ RIVETED CAP5 271.05 407 0 5.00 0.65 0

DescriptionConcrete

(Yds3)

TotalWeight

(lbs) Users

Design Number: 20-3161A - Compliance and Technical Data

Peachtree Ridge Park

Pre-Consumer

Recycled Content(lbs)

CO2eFootprint

(kgs)InstallHours

Ref.No.

Reference Document: ASTM F1487

UnitASTMStatus

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CertifiedZZPM000823 5in OD X 108in STEEL POST W/ RIVETED CAP

3 181.53 271 0 3.00 0.39 0

CertifiedZZPM001624 5in OD X 120in STEEL POST W/ RIVETED CAP

3 201.33 298 0 3.00 0.39 0

CertifiedZZPM002625 5in OD X 132in STEEL POST W/ RIVETED CAP

2 148.42 217 0 2.00 0.24 0

CertifiedZZPM004626 5in OD X 156in STEEL POST W/ RIVETED CAP

8 701.68 1,011 0 8.00 1.04 0

CertifiedZZPM005627 5in OD X 168in STEEL POST W/ RIVETED CAP

1 92.51 136 0 1.00 0.13 0

CertifiedZZPM006628 5in OD X 180in STEEL POST W/ RIVETED CAP

2 201.62 289 0 2.00 0.26 0

CertifiedZZPM022929 5in OD x 152in SWAGED STEEL POST6 405.06 705 0 6.00 0.72 0

CertifiedZZPM027730 5in OD x 213in SWAGED STEEL POST6 678.06 1,035 0 6.00 0.72 0

CertifiedZZPM028731 5in OD x 188in SWAGED STEEL POST6 644.88 868 0 6.00 0.72 0

CertifiedZZPM035732 5in x 84in STEEL POST w/CAP 2 106.06 145 0 2.00 0.24 0

CertifiedZZPM036733 2ft POST EXTENSION FOOTER & CLAMP SUPPORT

6 123.48 197 0 1.50 0.00 0

CertifiedZZPM036834 3ft POST EXTENSION FOOTER & CLAMP SUPPORT

6 165.00 266 0 1.50 0.00 0

CertifiedZZPM061635 SQUARE COATED DECK ASSEMBLY 1 90.36 221 4 1.00 0.00 0

CertifiedZZPM061736 TRIANGULAR COATED DECK ASSEMBLY8 371.20 1,354 16 8.00 0.00 0

CertifiedZZPM061837 1/2 HEX COATED DECK ASSEMBLY 2 223.64 707 10 3.00 0.00 0

CertifiedZZPM061938 HEX COATED DECK ASSEMBLY 2 457.44 1,275 16 4.00 0.00 0

CertifiedZZPM063939 45 DEGREE TRI COATED DECK ASSEMBLY1 57.90 206 3 1.00 0.00 0

CertifiedZZPM253040 12in DECK TO DECK KICK PLATE 2 23.90 39 0 0.50 0.00 0

CertifiedZZUN229041 COATED DECK TO DECK CONNECTION KIT5 1.45 19 0 2.50 0.00 0

CertifiedZZPM732842 6in RISE DK-DK WHEELCHAIR RAMP W/ GUARDRAILS

1 201.60 418 4 2.00 0.00 0

DescriptionConcrete

(Yds3)

TotalWeight

(lbs) Users

Design Number: 20-3161A - Compliance and Technical Data

Peachtree Ridge Park

Pre-Consumer

Recycled Content(lbs)

CO2eFootprint

(kgs)InstallHours

Ref.No.

Reference Document: ASTM F1487

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CertifiedZZPM733043 AEROGLIDER DECK EXTENSION FOR WHEELCHAIR RAMPS

1 61.32 107 0 1.00 0.03 0

CertifiedZZPM753744 GROUND TO DECK WHEELCHAIR RAMP W/ GUARDRAILS (12in RISE)

1 388.84 782 4 3.00 0.00 0

CertifiedZZPM753945 DECK TO DECK WHEELCHAIR RAMP W/ GUARDRAILS (12in RISE)

1 379.30 737 4 3.00 0.00 0

CertifiedZZUN733646 AEROGLIDER 1 1,567.12 7,009 12 16.00 2.10 1

CertifiedZZUN939047 6in WHEELCHAIR RAMP CENTER SUPPORT1 7.93 10 0 0.50 0.06 0

CertifiedZZUN940048 18in WHEELCHAIR RAMP CENTER SUPPORT1 10.79 13 0 0.50 0.06 0

CertifiedZZPM137449 TRIPPPLE RACER SLIDE 1 767.03 2,117 6 6.50 0.09 1

CertifiedZZPM320550 SLITHER SLIDE ENTRY/ SLIDE-A-SIDE1 132.10 347 2 2.00 0.03 1

CertifiedZZPM320651 SLITHER SLIDE 2.0 ENTRANCE & EXIT1 97.18 449 2 2.00 0.03 1

CertifiedZZPM353752 SLIDE- NUVO 360 SPIRAL SLIDE 1 680.00 1,449 2 6.00 0.15 1

CertifiedZZUN320753 SLITHER SLIDE 2.0 (STRAIGHT SECTION)3 58.77 384 0 0.75 0.00 0

CertifiedZZUN320854 SLITHER SLIDE 2.0 (RIGHT SECTION)1 19.59 134 0 0.25 0.00 0

CertifiedZZUN320955 SLITHER SLIDE 2.0 (LEFT SECTION)3 58.77 401 0 0.75 0.00 0

CertifiedZZUN324956 SLITHER SLIDE 2.0 SUPPORT LEG 3ft-6in1 15.01 62 0 0.25 0.03 0

CertifiedZZUN325657 SLITHER SLIDE 2.0 SUPPORT LEG 2ft-6in1 12.81 59 0 0.25 0.03 0

CertifiedZZPM435658 BALCONY 2 208.44 579 4 2.00 0.00 2

CertifiedZZPM448759 DRIVE AWAY HALF PANEL 1 53.31 1,297 2 1.50 0.00 1

CertifiedZZPM453760 SPIN RACER PANEL (DECK LEVEL) 1 63.90 489 3 1.00 0.00 1

CertifiedZZPM464661 STOREFRONT PANEL 1 44.80 279 2 1.00 0.00 1

CertifiedZZPM677662 RHYTHM SPINNER (DECK MOUNT) 1 62.70 1,596 2 1.50 0.00 1

CertifiedZZUN430063 STEERING WHEEL (PIPE WALL MOUNT)2 10.78 55 2 0.50 0.00 2

CertifiedZZUN443964 TELESCOPE - PIPE WALL MOUNT WITH LENS (PM)

2 26.66 437 2 1.00 0.00 2

CertifiedZZPM409065 CENTERLINE PIPE WALL BARRIER 3 111.66 284 0 1.50 0.00 0

CertifiedZZPM419066 SMALL HAND HOLD 4 25.60 174 0 1.00 0.00 0

CertifiedZZPM428867 ACCESS GATE 2 68.76 183 0 1.00 0.00 0

DescriptionConcrete

(Yds3)

TotalWeight

(lbs) Users

Design Number: 20-3161A - Compliance and Technical Data

Peachtree Ridge Park

Pre-Consumer

Recycled Content(lbs)

CO2eFootprint

(kgs)InstallHours

Ref.No.

Reference Document: ASTM F1487

UnitASTMStatus

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CertifiedZZPM645968 DECK TO DECK CLOUD WALK (36in RISE LEFT)

1 319.09 1,036 3 3.00 0.00 1

CertifiedZZPM700669 GEO ARCH CLIMBER (48in DK) 1 72.67 190 1 2.00 0.06 1

CertifiedZZPM716070 6ft TWISTED CLIMBER 1 128.99 256 2 2.00 0.60 1

CertifiedZZPM716871 6ft TOWER CLIMBER 1 112.11 256 2 2.00 0.90 1

CertifiedZZPM796672 ROCKY RIDGE CLIMBER (60in DECK)1 123.05 532 0 2.00 0.07 0

CertifiedZZPM833873 STEEL CURVE CLIMBER (TRIPPPLE SLIDE)1 37.66 80 1 1.50 0.06 1

CertifiedZZUN839674 12in LOG HOP 6 305.82 645 6 6.00 0.18 6

CertifiedZZUN842875 16in LOG HOP 3 161.82 349 3 3.00 0.09 3

CertifiedZZUN872776 PLAYCUBE- GROUND LEVEL 3 454.86 1,287 12 4.50 0.36 3

CertifiedZZUN874777 PLAYCUBES- ABOVE GROUND- 3 SIDED CONNECTION

1 99.58 375 3 1.50 0.00 1

CertifiedZZPM642778 CRAZY BONES 6ft ARCH BRIDGE w/BINOCULARS

1 335.60 2,132 2 4.00 0.00 1

CertifiedZZPM458879 BELL PANEL 1 60.44 459 2 1.00 0.00 1

CertifiedZZPM969880 16ft SHADE CANOPY 2 37.00 2,848 0 2.00 0.00 0

CertifiedZZPM971781 HEX HAT SHADE (PM) 3 1,544.34 10,911 0 27.00 0.00 0

CertifiedZZPM972782 PM HEX HAT POST BRACES 1 156.40 495 0 1.00 0.00 0

CertifiedZZPM916883 12in ACCESSIBLE STEPPED PLATFORM (DECK TO DECK)

1 94.46 345 1 1.50 0.00 0

CertifiedZZPM918984 18in ACCESSIBLE STEPPED PLATFORM (DECK TO DECK)

1 136.32 430 1 1.00 0.00 0

N/AZZUN147185 INSTALLER HARDWARE KIT 1 57

CertifiedZZUN991086 SURFACING WARNING LABEL KIT 1 0.05 1 0 0.25 0.00 0

N/AZZUN993087 PIPE SYSTEMS MAINTENANCE KIT W/ AEROSOL

1 90

N/AZZXXGNGUID88 GENERAL INSTALLERS GUIDE 1 1

DescriptionConcrete

(Yds3)

TotalWeight

(lbs) Users

Design Number: 20-3161A - Compliance and Technical Data

Peachtree Ridge Park

Pre-Consumer

Recycled Content(lbs)

CO2eFootprint

(kgs)InstallHours

Ref.No.

Reference Document: ASTM F1487

UnitASTMStatus

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3,347 6,497 90,498 233 264.00 17.1723,079.46 68Totals:

90 Metric Tons2,924 Kg1,506 Kg10,385.76 Kg 13.05 m3

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DescriptionConcrete

(Yds3)

TotalWeight

(lbs) Users

Design Number: 20-3161A - Compliance and Technical Data

Peachtree Ridge Park

Pre-Consumer

Recycled Content(lbs)

CO2eFootprint

(kgs)InstallHours

Ref.No.

Reference Document: ASTM F1487

UnitASTMStatus

ActivePlay

Events

Post-

Part No. Qty.

The lay-out for this custom playscape, design number 20-3161A, has been configured to meet the requirements of the ASTM F1487 standard. In addition, each of the above components listed as "Certified" have been tested and are IPEMA certified. Components listed as "Not Applicable" do not fall within the scope of the ASTM F1487 standard and have not been tested. IPEMA certification can be verified on the IPEMA website, www.ipema.org. In the interest of playground safety, IPEMA provides a Third Party Certification Service which validates compliance.

The CO2e (carbon footprint given in Kilograms and Metric Tons) listed above is a measure of the environmental impact this play structure represents from harvesting raw materials to the time it leaves our shipping dock. Playworld Systems nurtures a total corporate culture that is focused on eliminating carbon producing processes and products, reducing our use of precious raw materials, reusing materials whenever possible and recycling materials at every opportunity. Playworld Systems elected to adopt the Publicly Available Specification; PAS 2050 as published by the British Standards Institute and sponsored by Defra and the Carbon Trust. The PAS 2050 has gained international acceptance as a specification that measures the greenhouse gas emissions in services and goods throughout their entire life cycle.

The lay-out was also designed to meet the 2010 Standards published 15-Sep-2010, by the Department of Justice when installed over a properly maintained surfacing material that is in compliance with ASTM F1951 "Accessibility of Surface Systems Under and Around Playground Equipment" as well as ASTM F1292, "Impact Attenuation of Surfacing Materials Within the Use Zone of Playground Equipment", appropriate for the fall height of the structure.

Installation times are based on one experienced installer. A crew of three experienced individuals can perform the installation within the given time, each member working 1/3 of the given hours. [Eg. Installation Time = 30 hours. For a crew of three, each member will work 10 hours on the installation for a total of 30 hours on the project.]

A measurement, in pounds, that qualifies the amount of material that was captured as waste and diverted from landfill during an initial manufacturing process and is being redirected to a separate manufacturing process to become a different product. E.g. 100% of our Aluminum Tubing is made from captured waste material during the manufacturing process of extruded Aluminum products such as rods, flat bars and H-channels.

A measurement, in pounds, that qualifies the amount of material that was once another product that has completed its lifecycle and has been diverted from a landfill as a solid waste through recycling and is now being used in a Playworld Systems' product. E.g. **20% to 40% of the steel in our steel tubing and sheet steel have been diverted from landfills. Automobiles are scrapped and recyclable steel is purchased by the steel mill that produces our raw product.** The amount of Post-Consumer recycled steel fluctuates daily based on the availability of the recycled steel.

ASTM F1487

2010 ADA Standards for Accessible Design

Installation Times

Carbon Footprint

Pre-Consumer Recycle Content

Post-Consumer Recycle Content

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ATTACHMENT D
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APPENDIX E: Field 1 Light Pole Schedule Existing Conditions (Documented March 2007)
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ATTACHMENT E
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V-101

DATE: 2017/05/12

TRIBBLE MILL PARK

GREENWAY TRAIL EXTENSTIONS

1170178

CS403 ADDENDUM 1 SKETCH

3500 Parkway Lane Suite 500

Peachtree Corners, GA 30092

Phone (678) 336-7740

Fax (678) 336-7744

Web: www.pondco.com

PROJECT NO.:

1

1

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PEACHTREE RIDGE PARK BALLFIELD AND PLAYGROUND RENOVATIONS BL084-20
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ADDENDUM 1 SKETCH SHEET CE 501
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DATE: 08/26/2020
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SK 1
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The following is to be added in addition to the existing Ds3 Chart ON Sheet CE 501
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ATTACHMENT F
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GWINNETT COUNTY, GEORGIA BL084-20 PEACHTREE RIDGE BASEBALL FIELD AND PLAYGROUND RENOVATIONS

ATHLETIC FIELD SURFACING-BASEBALL FIELD 321800 - 1

SECTION 321800.01 – ATHLETIC FIELD SURFACING-BASEBALL FIELD

PART 1 - GENERAL

1.1 SCOPE OF WORK

A. Furnish all labor, materials, tools, and equipment necessary to install, in place, all synthetic turf material as indicated on the plans and as specified herein. The installation of all new materials shall be performed in strict accordance with the Manufacturer’s written installation instructions, and in accordance with all approved shop drawings. The system shall contain the following (but is not limited to):

1. A vertically draining porous aggregate base consisting of two layers of specifically sized stone. The finishing layer shall provide a tight uniform finish surface over the base layer without settlement.

B. Furnish the following materials: 1. A drainage system with a minimum percolation rate of 30 inches per hour shall tie into a perimeter HDPE collection system.

2. Perimeter nail board. 3. A synthetic turf system consisting of minimum 1.75” length, 100% polyethylene fibers, tufted into a primary backing of woven and/or non-

woven fabrics consisting of a minimum of three (3) layers with a heat-activated urethane or polyurethane secondary backing. System should be a dual fiber combination interwoven monofilament/ split filament mix.

4. A resilient infill system consisting of sub-angular sand or silica and hydrogel coated sand or equivalent technique to maximize cooling effect on surface of turf without the use of watering/irrigation.

5. Closed cell foam underlayment pads that meet or exceed the standard ASTM specification for impact attenuation of surfacing materials.

6. Turf and system to meet ADA Compliance standard ASTM F1951. 7. The system’s shock attenuation shall have a G-max value of less than 130 and a Head Injury Criteria (HIC) less than 1,000 (ASTM F 1292).

C. Prior to order of materials, the Synthetic Turf Contractor shall submit the following: 1. Product data, including Independent Laboratory Test Results. 2. Installation details 3. Sample Warranty 4. Field layout and striping plans 5. Details on construction, especially any details that may deviate from plans and specifications.

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GWINNETT COUNTY, GEORGIA BL084-20 PEACHTREE RIDGE BASEBALL FIELD AND PLAYGROUND RENOVATIONS

ATHLETIC FIELD SURFACING-BASEBALL FIELD 321800 - 2

D. Prior to the beginning of installation, the Synthetic Turf Contractor of the synthetic turf shall verify the base for planarity. Upon written confirmation from the base contractor that compaction/planarity and drainage/permeability specifications have been achieved, the installation of synthetic turf will proceed as arranged.

E. Prior to Final Acceptance, the Synthetic Turf Contractor shall submit to the Owner three (3) copies of Executed Warranty Documents and Maintenance Manuals, which will include necessary instructions for the proper care and preventative maintenance of the synthetic turf system, including painting and striping.

1.2 SHOP DRAWINGS

A. Shop drawings shall be prepared and contain all pertinent information regarding installation. These drawings shall be submitted to the Owner or Owner’s representative for approval prior to the manufacturing and shipment of materials.

B. Submit drawings for: 1. Installation details, edge detail, post detail, other inserts, and covers, etc., as

required by contract. 2. Striping plan showing any field lines, markings and boundaries, per project

drawings.

1.3 QUALITY ASSURANCE

A. Synthetic Turf Manufacturer is defined as: 1. A company specializing in the design and manufacturing of infilled turf systems with not less than eight (8) years documented experience. Manufacturer shall have an experienced technical services and sales professional who is available during the course of the work to meet personally with the Owner, Contractor, and Landscape Architect.

B. Synthetic Turf Manufacturer’s Experience: 1. The Synthetic Turf Manufacturer shall have the experience of at least fifty

(50) acceptable installations of full-size fields (minimum 65,000 sq. ft.) in the United States within the past eight (8) years of tufted, polyethylene grass-like fabrics that are filled with either sand, silica based or a mixture of SBR rubber and sand. Submit a list of all applicable installations with the bid.

2. The Synthetic Turf Manufacturer shall have the experience of twenty-five (25) acceptable installations (minimum 65,000 sq. ft.) of fields that are at least eight years old. Submit a list of all applicable installations with the bid. 3. The Synthetic Turf Manufacturer shall have the experience of twenty-five (25)

acceptable installations of the specific fiber system specified. Submit a list of all applicable installations with the bid.

4. The Synthetic Turf Manufacturer must have the ability to recycle used/old fields.

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GWINNETT COUNTY, GEORGIA BL084-20 PEACHTREE RIDGE BASEBALL FIELD AND PLAYGROUND RENOVATIONS

ATHLETIC FIELD SURFACING-BASEBALL FIELD 321800 - 3

C. Synthetic Turf Contractor is defined as: 1. A company that has built and installed a minimum of ten (10) comparable

systems of infilled synthetic turf fields. Turf contractors shall provide a resume to provide proof of experience

D. Warranty: Upon receipt of Certificate of Substantial Completion (AIA G704), the Contractor shall provide the Owner with the following:

1. Full Warranty information, referencing date of Certificate of Substantial Completion (AIA G704), as the beginning of coverage for Warranty. Said warranty shall be an 8 year pre-paid warranty that is insured by a policy of insurance issued by a reputable insurance company and shall have the following features:

a. Coverage shall specifically provide for reimbursement to the warranty holder in the event of bankruptcy of the synthetic turf provider.

b. Coverage shall apply to playing surface inclusive of infill, seaming, labor and colored inlays for event markings. c. Coverage shall apply to the full 8 year period from completion date of project, with no uninsured periods or periods of self-insurance. d. Coverage is provided by a third party insurer with an A.M. Best financial strength rating of A-5 or higher. e. Coverage shall not have exclusions for epidemic or catastrophic failure. f. Coverage shall not limit the hours of use.

g. Coverage shall not exclude heavy traffic areas or related uses such as team or band practices.

h. Coverage shall not exclude any colored turf fibers. i. Coverage offers a minimum claim limit of five million (5,000,000) U.S. dollars in the aggregate per annum. j. Coverage offers a minimum claim limit of three hundred thousand (300,000) U.S. dollars per field. k. No deductible shall apply to the Warranty Holder. The following documents must be provided with the bid submittal process: Warranty Certificate, Accord Certificate, the actual Insurance Policy, and proof of A.M. Best Rating for the insured warranty provider.

1.4 EXISTING CONDITIONS

A. The foul ball posts, if any, are to be removed and reinstalled by the Prime Contractor to facilitate the installation of the new synthetic turf system.

B. If the surface on which the new synthetic turf to be installed is a new base of compacted, porous aggregate, the Synthetic Turf Contractor will be responsible for any damage to the base during installation of the synthetic turf system after the deficiencies (if any) have been corrected by the base contractor with respect to planarity, compaction, and drainage/permeability. New in ground equipment, foul ball posts (if any) and /or infield mix backfill within the contiguous synthetic turf limits or immediately adjacent thereto are to be installed prior to the installation of the synthetic turf system. Damage to the synthetic turf system

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during the installation of such materials is not the responsibility of the Synthetic Turf Contractor.

1.4 SCHEDULE

A. The Synthetic Turf Contractor shall complete all work on the synthetic turf system in accordance with the published project schedule, or as mutually agreed upon.

B. The synthetic turf contractor will require unencumbered use of staging area within fifty (50) feet of the synthetic turf area(s) being installed in order to complete the work. The Synthetic Turf Contractor shall also be afforded unencumbered access through the construction site to reach the synthetic turf field area being installed.

1.5 SURFACE AREA

A. The Synthetic Turf Contractor is to verify all measurements.

1.6 UTILITIES

A. Owner or Prime Contractor will supply necessary water, adequate lighting, and electricity for installation Prime Contractor shall provide toilet and wash up facilities for its workers.

1.7 QUALIFICATIONS AND SUBMITTALS – FAILURE TO MEET REQUIREMENTS MAY RESULT IN REJECTION OF THE BID

A. Qualified synthetic turf manufacturers and products for this project shall meet all of the requirements listed in this section and section 1.3. No Substitutions will be accepted unless otherwise approved by the Owner.

B. The Synthetic Turf Manufacturer (hereinafter referred to as “Contractor”) shall meet the following qualifications and experience criteria:

1. The Contractor shall submit, WITH THE BID, a minimum of three (3)

references for the sports field (synthetic turf) contractor for similar sized and scoped projects, completed over the past five (5) years.

C. MANUFACTURER'S INSTRUCTIONS: Comply with the manufacturer’s applicable instructions and recommendations for installation to whatever extent these are more stringent or explicit than indicated in the Contract Documents.

D. MATERIALS: All supplied and installed materials and products shall meet or exceed the minimum specifications designated in the Contract Documents.

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E. INSPECTION: Inspect delivered synthetic turf fabric immediately prior to installation. Any damaged or defective items shall be rejected. 1. Installed synthetic turf system shall be inspected for, but not limited to the

following: acceptable seams, glue bonding, uniformity of product and color, surface bubbles, and edge installation.

2. The pile height of each roll supplied shall be measured. Pile height shall be measured in its finished position. Any material(s) that does not meet minimum height and thickness specifications shall be rejected.

3. Manufacturer shall provide evidence of random samplings obtained during the manufacturing process that the synthetic turf carpet meets or exceeds all requirements of the Contract Documents.

F. CERTIFICATION PRIOR TO WORK: The synthetic turf manufacturer and/or installation contractor shall perform an inspection of the play field stone base onto which the synthetic turf system is to be installed and examine the finished surface for required compaction and grade tolerances. Perform initial inspection of the project stone base conditions prior to beginning work. The actual date of the site visit shall be coordinated with the Owner’s Representative a minimum of one week prior to the site visit.

1. After any discrepancies between the required materials, application and tolerance requirements noted have been corrected, the synthetic turf

installer should submit a written certification of acceptance of the stone base for installation of subsequent layers of the synthetic turf system.

2. The acceptance of the stone base construction should be included in the certification for warranty validation.

G. THE CONTRACTOR SHOULD SUBMIT THE FOLLOWING WITH THE BID (SEE SYNTHETIC TURF MATERIALS CHECKLIST IN THE FRONT OF THE PROJECT MANUAL):

1. Detailed specifications and other descriptive literature, as may be required,

to ensure the Owner and Contractor have a clear understanding of the scope of the turf installation and the specific product proposed including the turf system (Product Data Sheet), infill, porous stone base, and drainage system.

2. Submit a lead and heavy metal letter outlining that the entire synthetic turf system complies with the most current standards and requirements for the same.

3. Submit any and all documentation as necessary to ensure the Owner that 4. a safe, durable and proven synthetic turf system complying with the latest

industry standards (such as recommendations by the Synthetic Turf Council) for a sports field surface, and complying with these specifications. Specific documentation that the proposed product meets all of the requirements of these specifications must be included.

5. One (1) sample copy of the Contractor’s Warranty made to the Owner (Refer to paragraph L below and Section 4.1.A).

H. SUBMITTALS: 1. Shop Drawings - Submit complete and detailed shop drawings including

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layout of all components, parts and materials installed under this section. Shop drawings shall show proposed locations of all seams in fabric surfacing.

2. Provide samples of synthetic turf, infill, and shock attenuation pad. Provide a sample of the synthetic turf carpet anchors and the perimeter nail boards. Product data sheets for all components.

3. The synthetic turf Contractor and the synthetic turf Manufacturer shall provide a sample copy of warranty and insurance policy information.

4. All submittals shall be provided to the Owner’s Representative within 14 days after Notice to Proceed.

I. SAMPLES: The Manufacturer/Installer shall provide the following samples of the synthetic turf selected for this project within 14 calendar days after the Notice to Proceed. 1. Four (4) 1'x 1' samples of the proposed synthetic turf system and all components.

J. MAINTENANCE AND OPERATIONAL DATA: At the completion of the project, submit 5 complete sets, in manual form, of all the manufacturer's recommended procedures and materials for, but not limited to the following items: 1. General Maintenance 2. Striping application 3. Striping removal

K. TURF MANUFACTURER WARRANTY: The Contractor shall supply a Contractor’s Warranty that guarantees the usability and playability of the synthetic surface, at no cost to the Owner, for eight (8) years minimum. The Contractor’s Warranty shall include:

1. Requirements per section 1.3. D. 2. Damage caused from UV degradation. 3. Defects in workmanship and materials in the manufacturing or installation of the synthetic turf.

4. Defects in workmanship and materials in the vertically draining stone base and drainage system.

5. All turf warranties shall be limited to repair or replacement of the affected areas, at the Contractor’s option, and shall include all necessary materials, labor, transportation costs, etc. to complete the required repairs.

L. CONTRACTOR’S WARRANTY: The Contractor shall supply a Contractor’s Warranty that guarantees the usability and playability of the shock attenuation Pad, at no cost to the Owner, for twenty (20) years minimum. The Contractor’s Warranty shall include:

1. Defects in workmanship and materials in the manufacturing or installation of the shock attenuation pad.

2. Defects in workmanship and materials in the vertically draining stone base and drainage system.

3. All warranties shall be limited to repair or replacement of the affected areas,

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at the Contractor’s option, and shall include all necessary materials, labor, transportation costs, etc. to complete the required repairs.

M. The Contractor should submit to the Owner, in writing, acknowledgement of the following criteria for consideration of bid:

1. No-cost, annual inspection and testing by Contractor throughout warranty

period. An Owner’s representative shall be present at each annual inspection and testing occurrence. Annual test for G-Max rating shall be included at no additional cost to the Owner. Annual inspections shall include, but not be limited to the inspection of infill levels, seams (check for ruptures or separation), borders, inlaid field markings, depressions, and perimeter attachments. Contractor shall submit to the Owner, with their initial pay application, a copy of the inspection forms used for annual inspections.

2. Annual G-Max testing shall be performed by an independent testing agency at no cost to the Owner for the duration of the warranty period. All G-Max testing shall be in accordance with ASTM F1936 and F355. Annual G-Max testing shall be conducted at the locations specified in the above-referenced ASTM standards and one additional location selected by the Owner. At no time during the warranty period shall the G-Max rating for the turf system exceed one hundred thirty (130). The Contractor shall make all repairs necessary to correct conditions until an acceptable G-Max rating is achieved.

3. Manufacturer (developer) of turf system, warrantor, and installer shall be affiliated. Installer must be approved by the manufacturer.

4. Contractor shall be responsible for entire turf system, including base and turf subsurface drainage system.

PART 2 - PRODUCTS

2.1 POROUS STONE BASE AND DRAINAGE SYSTEM

A. Geo-textile Membrane shall be minimum 4 ounce per yard nonwoven such as Mirafi 140N or approved equivalent.

B. Stone Aggregate shall be installed in two (2) layers minimum. The lower layer shall include a minimum three-inch (3”) open graded base aggregate. The upper layer shall include a minimum one-inch (1”) washed finish aggregate. The processed stone must contain 90% to 110% of the optimum moisture content. The aggregates shall conform to the following sieve analysis:

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LOWER LAYER

(OPEN GRADED

AGGREGATE)

UPPER LAYER

Sieve size %PASSING %PASSING

1.24” 100

3/4” 70-100

3/8” 35-50

1/4” 100

1/8” 80-100

#4 20-35

#8 40-65

#16 12-20 15-35

#100 5-9 5-9

#200 1-5 1-5

C. Drainage Panels shall be 1” x 12” American Wick Drain ExcelDrain or approved equal.

D. The perimeter collection pipe shall be a minimum twelve-inch (12”) perforated HDPE ADS N-12 or approved equal.

2.2 SYNTHETIC TURF SYSTEM MATERIALS

A. The synthetic turf system shall be a minimum 1.75” pile length system appropriate for accessible/wheelchair friendly baseball/softball playing activities.

B. Shock-Attenuation Pad: Porous composite consisting of rubber granules bound with urethane adhesive, 1” YSR Brock Pad Foam pads engineered by Brock International (303) 544-5800, or approved equal.

C. Provide shock-attenuation pad with permeability sufficient to meet synthetic grass surfacing assembly permeability indicated.

D. Shall be tufted, polyethylene, grass-like fabric coated with a secondary backing of high-grade polyurethane. Refer to grid in section 2.2 H. The two fibers specified

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in this grid shall be tufted through the same needle in a grass-like fabric to a finished pile-height also specified in the grid.

E. All components and their installation method shall be designed and manufactured for use on outdoor athletic fields. The materials as hereinafter specified should be able to withstand exposure in all climates, be resistant to insect infestation, rot, fungus, mildew, ultraviolet light and heat degradation, and shall have the basic characteristics of flow-through drainage, allowing free movement of surface runoff through the synthetic turf fabric where such water may flow to the existing base and into the field drainage system.

F. The finished playing surface shall appear as mowed grass and shall resist abrasion and cutting from normal use.

G. The polyethylene pile yarn shall be a proven athletic caliber yarn designed specifically for outdoor use and stabilized to resist the effect of ultraviolet degradation, heat, foot traffic, water, and airborne pollutants.

H. The entire backing shall be coated with holes perforated throughout the backing at the Synthetic Turf Manufacturer’s recommended interval to allow for drainage. Partially coated backings or latex coating materials shall not be acceptable.

I. Pile Yarn must comply as follows:

Pile Yarn Polyethelene Mono-

filament/Slit Film METHOD

Linear Density (Denier) Mono/Slit* 7,200/5,000 ASTM D 1577

Yarn Thickness Mono/Slit N/A ASTM D 3218

Pile Weight**** 40 oz./yd2 ASTM D 5848

Finished Pile Height**** 1.75 ASTM D 5823

Product Weight (total)*** 68 oz./yd2 ASTM D 5848

Primary Backing Weight**** 8 oz./yd2 ASTM D 5848

Secondary Coating Weight N/A ASTM D 5848

Fabric Width N/A ASTM D 5793

Tuft Gauge N/A ASTM D 5793

Grab Tear Strength Avg. > 200 lb.-F ASTM D 5034

Tuft Bind (Avg.) > 10 lb.-F ASTM D 1335

Infilltrometer > 25 ASTM D3885

Except where noted the above specifications are nominal.

* Values are +/- 8%. ***Values are +/- 10 oz. ****Values are +/- 5%. +Values are +/- 3 oz./yd2.

J. Infill materials must conform as follows

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Property Standard

Sand Granule Shape ASTM D442

Sand Sieve Analysis ASTM E11

K. Perimeter edge details, post foundations required for the system shall be as detailed and recommended by the Design Professional, and as approved by the Owner. The cost for these embedded items shall be included in the Sitework Contractor’s price along with the compacted, porous base.

PART 3 - EXECUTION

3.1 EXCAVATION AND SUBGRADE PREPARATION

A. The installation shall be performed in full compliance with approved shop drawings.

B. Only factory-trained technicians skilled in the installation of athletic caliber synthetic turf systems shall undertake the placement of the system.

C. Subject to the requirements in Section 1.2(B), the surface to receive the synthetic turf shall be verified by the Synthetic Turf Contractor as ready for the installation of the synthetic turf system and must be perfectly clean as installation commences and shall be maintained in that condition throughout the process.

D. General: Contractor shall verify existing site conditions prior to bid and provide in writing “Certification of Acceptance of the Base Construction” to the owner prior to construction that they are aware of the existing conditions and will be fully responsible for completion of the sub-grade preparation. 1. This certification shall include but not be limited to the acceptance of: a. The stone base construction finish surface is completely acceptable for

the application of work specified under this section. b. The materials and method of installation for the aggregate stone base

construction is in conformance with the manufacturer's current recommendations for the application of the synthetic turf to be installed under this section.

c. The aggregate stone base construction is totally suitable for work to proceed with the assurance that the final installation of the work under this section will result in a high-quality outdoor field safety surface fully warranted for the period and conditions specified herein. 1) In order to provide these assurances and the Certificate of

Acceptance, the synthetic turf system installer shall cooperate and communicate fully, at all times, with the Owner’s Representative.

2) This installer shall be responsible for reviewing all related work, materials and procedures herein. Installer shall inspect each process

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of the stone base construction work for the synthetic turf and certify that conditions and tolerances required for application of the synthetic turf system are acceptable for the synthetic turf.

d. All discrepancies between the required field subgrade materials, application and tolerance requirements noted by the installer shall be brought immediately to the attention of the earthwork contractor and the Owner’s Representative. 1) Failure to immediately inform the earthwork contractor and the

Owner’s Representative of any prior work that does not meet the required specifications for installation of the synthetic turf surfacing system shall be considered an acceptance by the synthetic turf installer of the non-conforming work. Any additional work later required to bring the base to an acceptable condition shall be performed by the synthetic turf installer at no additional cost to the Owner.

E. Installation of the Perimeter Nail Boards: 1. Install perimeter nail boards per drawings and synthetic turf manufacturer

recommendations. Synthetic turf manufacturer shall provide fastener type and spacing on the shop drawing.

F. Excavation: All excavated material shall be properly disposed of off-site unless otherwise directed by Owner. Any necessary fill material shall be imported from off-site source unless otherwise directed by Owner. This work shall be performed at no additional cost to the Owner.

G. Grading: The sub-grade shall be laser graded per Drawings. The entire excavated area shall be proof rolled to check for any soft spots or un-compacted areas. The sub-grade shall be tested and must achieve a minimum of 95% compaction according to ASTM D 698. All geo-technical testing shall be performed by a Geo-technical Engineer registered in the state of Georgia as provided by the Owner.

H. Perimeter Drainage: Perimeter drainage collector trenches shall be excavated at a minimum of twenty-four inches (24”) wide and twenty four inches (24”) deep with a minimum of 0.5% slope towards the storm drain connection outlet point. The sub-grade of the trenches shall be compacted to 95% according to ASTM D 698.

I. Geotextile Fabric: The geo-textile fabric shall be installed over the compacted and approved sub-grade and trenches. All seams shall be overlapped at a minimum of eighteen inches (18”) in the direction of water flow.

3.2 DRAINAGE SYSTEM

A. The perimeter collection drain pipe shall be installed in properly excavated trench at minimum of 0.5% slope towards the storm drain connection outlet point.

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3.3 VERTICALLY DRAINING POROUS STONE BASE

A. The uniformly mixed open graded stone shall be installed with care to prevent damage to geo-textile membrane and panel drains. The stone layer shall be a minimum of three inches (3”) thick and shall be rolled in opposing directions with a 6-8 ton vibratory smooth drum roller.

B. The upper layer of finished aggregate shall be installed in a single layer and shall be a minimum of one inch (1”) thick and shall be rolled in opposing directions with a 6-8 ton vibratory smooth drum roller. The surface planarity shall not vary more than one quarter of one inch (1/4”) in any ten-foot (10’) direction.

C. All stone layers shall be rolled in opposing directions with a 6-8 ton vibratory smooth drum roller to a minimum of 95% compaction.

D. The permeability of the aggregate shall be tested by the Geo-technical Engineer to verify that it will drain at a minimum of thirty inches per hour (30”/hr).

3.4 SYNTHETIC TURF INSTALLATION

A. The completed base and adjacent curbs/perimeter nailer shall be inspected by the Engineer or Sitework Contractor by means of a laser and plotted on a 10-foot grid. Based upon the Contractor’s inspection of the topographical survey, the Sitework Contractor shall fine grade the base suitably, including properly rolling and compacting the base to achieve a surface planarity within ¼” in 10-feet (+0, -1/4”). OWNER, ENGINEER, OR PRIME CONTRACTOR SHALL NOT APPROVE THE BASE FOR TOLERANCE TO GRADE WITHOUT OBTAINING THE TOPOGRAPHICAL SURVEY.

B. Subgrade and base shall be uniformly compacted to a minimum of 95% of maximum dry density. Care must be exercised to minimize segregation. Engineer/Sitework Contractor shall make written records available to Synthetic Turf Contractor’s inspector for both drainage/permeability and compaction/planarity as obtained from a minimum 10’ x 10’ grid.

C. The Synthetic Turf Project Superintendent shall thoroughly inspect all synthetic turf materials delivered to the site for both mixing and quantity to assure that the entire installation shall have sufficient material to maintain proper mixing ratios.

D. Synthetic turf shall be loose-laid across the field, stretched, and attached to the perimeter edge detail. Synthetic turf shall be of sufficient length to permit full cross-field installation. No head or cross seams will be allowed except as needed for inlaid fabric striping or to accommodate programmed cut-outs.

E. All seams shall be flat, tight, and permanent with no separation or fraying. Selvedge edges of all panels must be cut and discarded prior to being sewn together. A butt-stitch method of seaming must be implemented and a double-lock stitch with cord recommended by the Synthetic Turf Manufacturer shall be

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utilized. Bagger stitching is prohibited. Seaming tape is to be constructed of high tenacity, coated non-woven fabric. Inlaid markings shall be adhered to seaming tape with a high strength polyurethane adhesive applied per the Synthetic Turf Manufacturer’s standard procedures for outdoor applications. All main fabric seams shall be transverse to the field direction (i.e. run perpendicularly across the field).

F. Infill materials shall be properly applied in numerous lifts using special broadcasting equipment. The synthetic turf shall be raked and brushed properly as the mixture is applied. The infill materials can only be applied when the synthetic turf fabric is dry.

G. g-Max (shock attenuation) must test below 125 at installation.

3.5 FIELD MARKINGS AND DECORATIONS

A. Field markings and decorations shall be installed in accordance with approved project shop drawings.

3.6 CLEAN UP

A. Synthetic Turf Contractor shall provide the labor, supplies, and equipment, as necessary, for final cleaning of the surfaces.

B. The Synthetic Turf Contractor shall keep the area clean and clear of debris throughout the project.

C. Surfaces, recesses, enclosures, etc., shall be cleaned as necessary to leave the work area in a clean, immaculate condition ready for immediate occupancy and use by Owner.

PART 4 - FIELD PORTION OF PROJECT CLOSEOUT

4.1 DOCUMENTATION, EQUIPMENT, AND SURPLUS MATERIALS

A. Upon receipt of Certificate of Substantial Completion (AIA G704), the Contractor shall provide the Owner with the following:

1. Full Warranty information, referencing date of Certificate of Substantial Completion (AIA G704), as the beginning of coverage for Warranty. Said warranty shall be an eight (8) year pre-paid warranty that is insured by a policy of insurance issued by a reputable insurance company and shall have the following features: a. Coverage shall specifically provide for reimbursement to the warranty

holder in the event of bankruptcy of the synthetic turf provider.

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b. Coverage shall apply to playing surface inclusive of infill, seaming, labor and colored inlays for event markings.

c. Coverage shall apply to the full 8 year period from completion date of project, with no uninsured periods or periods of self-insurance.

d. Coverage is provided by a third- party insurer with an A.M. Best financial strength rating of A-5 or higher.

e. Coverage shall not have exclusions for epidemic or catastrophic failure. f. Coverage shall not limit the hours of use. g. Coverage shall not exclude heavy traffic areas or related uses such as

team or band practices. h. Coverage shall not exclude any colored turf fibers. i. Coverage offers a minimum claim limit of five million (5,000,000) U.S.

dollars in the aggregate per annum. j. Coverage offers a minimum claim limit of three hundred thousand

(300,000) U.S. dollars per field. k. No deductible shall apply to the Warranty Holder. The following documents

must be provided with the bid submittal process: Warranty Certificate, Accord Certificate, the actual Insurance Policy, and proof of A.M. Best Rating for the insured warranty provider.

2. A full and complete Contractor’s Maintenance Manual. Manual shall include the following: a. Specific, common practices that could potentially void the Contractor’s

Warranty. b. Typical, routine Owner’s Maintenance Schedule that includes, but is not

limited to, cleaning, refreshing, adjustment, etc. c. Yearly, testing and inspection schedule to be provided by the Contractor.

3. The following surplus and repair materials shall be provided and transported to a storage location of the Owner’s choice, at no additional cost to the Owner: a. Turf Fabric (for each color): The Contractor shall provide the Owner with

one thousand (1,000) square feet with a minimum of one (1) piece fifteen feet (15’) wide by thirty feet (30’) long to be used for emergency repairs to turf system in case of vandalism. All other pieces shall be substantial surface areas approved by the Owner.

b. Infill Material: The Contractor shall provide the Owner with adequate infill material suitable to cover five hundred (500) square feet of turf surface at full depth. The material shall not be considered available to the Contractor for top-dressing as required to maintain depth and G-Max ratings during the warranty period. The Contractor shall provide their own material to match the existing infill material, for the purpose of top-dressing, at no additional cost to the Owner.

c. The following maintenance equipment shall be provided and transported to a location of the Owner’s choice, at no additional cost to the Owner:

d. Synthetic Turf Sweeper Product is available from GreensGroomer Worldwide, Inc.; 4555 W. Bradbury Ave, Suite 1, Indianapolis, IN 46241. Phone (888) 298-8852: Website: www.greensgroomer.com 1) Synthetic Turf Sweeper to be Model no. 760, LITTERKAT Synthetic

Turf Sweeper and tow-behind Sports Field Magnet Model no. SFM, or approved equal.

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2) Finish to be powder coated with 6 step pre-wash including degreaser and anti-rust coating.

3) Crated weight is 634 lbs (Litterkat) and 180 lbs (Magnet)

e. The Contractor shall schedule a demonstration and training session with the Owner covering proper maintenance techniques. The agenda of the session shall be included in the Contractor’s Maintenance Manual. The Contractor shall emphasize the items that could void the warranty if performed by untrained personnel or by anyone other than the Contractor.

END OF SECTION 321800

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