ITB 2024_010 Addendum 2.pdf

CITY OF TUCKER

ACKNOWLEDGE RECEIPT OF ADDENDUM #2 FORM

ITB 2024-010

TUCKER TOWN GREEN CONSTRUCTION

Upon receipt, please print and add to your proposal.

I hereby acknowledge receipt of the supplement pertaining to the above referenced bid.

COMPANY NAME:

CONTACT PERSON:

ADDRESS:

CITY: STATE: ZIP:

PHONE: FAX:

EMAIL ADDRESS:

SIGNATURE DATE

ITB 2024-010

ADDENDUM #2

This addendum contains the following:

• Clarification about the compactor.

o Please note: The compactor and the compactor remote power unit will be provided and installed by DeKalb County Sanitation.

• Clarification regarding ATT coordination:

o Contractor is to install all underground conduit as seen on the concept drawing provided by AT&T (shown in dashed red). Contractor shall retain a design/build entity to finalize the design drawing and obtain formal acceptance from AT&T prior to construction activities. All work must be accepted by AT&T prior to city acceptance.

o See attached ATT UTLP MARKUP Document

• Responses to Questions

• Revised drawings:

o C1.01 o C1.02 o C7.11 o L2.01 o L2.02 o L7.04

QUESTION ANSWER

1 When referring to “Evaluation” in terms of the bid submittal, Is that an evaluation of form/scoring, or will it include reference and past performance?

Evaluation in terms of the bid submittal refers to reference checks and similar project assessment.

2 Do you have any planned design of fountains?

Yes – Please reference Sheets SB0.01-Sb1.02 AND WF0.1-

WF6.0

3 Do we have to have CSX insurance because of the 50’ from middle of railroad?

Yes. Requirements stated in the bid package.

4 Will Railroad Avenue be open during construction?

Railroad Avenue will be closed for the duration of construction from west side of the gravel driveway to 2nd Avenue and can be used for equipment staging.

5 Are any vibration testing required for the structures on the property?

This is in the geo-tech report. Stakes in the ground under the structures. Look for the Addendum Report under Settlement Monitoring, page 4. Bidders are responsible for this.

6 Will there be a Noise Ordinance that must be observed during construction?

The noise ordinance codes are in the bid manual.

7 On sheet C1.01, there are two (2) areas [8] Recreation Berms on the plan. What is the correct Recreation Berms area and what is the other area supposed to be labeled as?

Both areas are recreational berms. Please reference L2.01, L2.02, L7.04 and L7.05

8 Where are the Swing Pads located on the project plans?

Reference Sheet L2.01 (SF-102), and Detail 5/L7.03

9 Where are the Mountable Curb and Gutters located on the project plans?

Sheet C1.01 & C1.02 have been revised, see attachment within this addendum to address location of Mountable Curb in the southwest on Railroad Ave. & 2nd St.

10 On sheet C1.01, there is an area labeled “Fall protection to be provided at proposed storm headwalls.” What are the details for this proposed Fall Protection?

Reference Detail #1 / C7.11 for fall protection to be installed in headwall, this was revised in this Addendum and attached.

11 On sheet C1.02, what are the striped hatched lines on the South side of Railroad Avenue supposed to be?

Roadway striping. Refer to GDOT T-14 Detail ‘C’ (White)

12 On sheet C1.02, there is an icon that looks like highway signage on the bottom right side of the page. Is this to

Sheet C1.01 & C1.02 have been revised, see attachment within this addendum to address signage that wasn’t labeled and additional signage added within this addendum.

be included in our scope of work? If so, what are its details?

13 On sheet L2.01, there are two (2) different hatched areas labeled P-101.

What are the correct areas for the light duty concrete finish and the correct areas for the light duty exposed aggregate finish?

Sheet L-2.01 & L2.02 have been revised see attachment within this addendum to address incorrect labels.

14 The match lines do not match up on any of the sheets. Can you provide an updated set of plans?

Match lines seem to be in the correct locations, but will work with the awarded bidder prior to construction to make sure.

15 It is unclear where the Brick Paver Band (2/L7.01) ends on the top right section of sheet L2.02. Could you clarify the limits of new construction?

Sheet L-2.01 & L2.02 have been revised see attachment within this addendum. Brick Paver Band should stop at existing path.

16 Under the Paving Materials schedule on plan sheet L7.00, it lists a line item titled “Top-Cast concrete pavement” but this is not on the plans. Also, with its detail not showing the complete page number but only 1/701. Where can we get more information on this item and its details?

Top Cast Concrete Detail – 1 / L7.01

Pavement reference on Sheet L2.01 and L2.02 is < P-102> (See hatch key at bottom of sheet)

17 Please provide details on the following questions.

1. Park Monument details.

1. Park Monument sign has been removed from the project.

No details necessary.

18 2. Synthetic Turf under the concrete benches . - Will we be placing the turf under the concrete benches, or do we need to cut around them on L2.02?

Please Provide more details on the Mounds and any alternate(Foam Mounds ) are acceptable.

Concrete benches shall be placed on top of the synthetic turf. Mounds. See Detail – 3/L7.06 for mounding information.

19 What are the details for SF-105 shown on plan sheet L2.02?

There are no SF-105 Site Furnishings included in this project. Sheet L-2.01 & L2.02 have been revised see attachment within this addendum and callout has been revised to SF-108.

20 Detail #3 shown on plan sheet L7.04 has the perimeter of the climbing mound area as fall safety zone and outside its perimeter it shows it as Synthetic turf play area. However, the

The entire area is to be synthetic turf. Detail #3 Sheet L7.04 has been revised to add a 1” thick pad 6’x6’.

Fall safety zone is an offset area (Min 6’-0”) around all play equipment in which no hard fall surfaces are to be located.

details 3/L7.06 and 4/L7.05 have both these areas as synthetic turf. Is there to be any fall safety equipment or surfaces for these areas or is it all synthetic turf? If there is to be fall safety surfacing, what are the details?

21 Is the site grading balanced? The site is not balanced due to poor existing soil that will need to be removed. Refer to both Geotech reports in Addendum #1.

22 What are the milling limits? Refer to Sheet C2.04, from Station 6+00 to the east.

23 Where does the bioretention and infiltration details occur? Details on 7.04?

Reference Sheet C2.00 for locations and C7.04 for details.

24 Where does the CXT R/W occur? Property line?

Assume CSX R/W from property line south of Railroad Ave.

1087108710881089

1+00 2+00 3+00 4+00 5+00 6+00

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F.2

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F .2

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A.2

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PIPE B.2

UG DETENTION (B)

PIPE B.1

UG DETENTION (C)

UG DETENTION (A)

PIPE UG

G.1

G.2

PIPE G.2

0+00 1+00

2+

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S

1106.70

1106.70

1103.70

1103.46 1100.15

1100.17 1097.12

1098.12

B: 1097.78 B: 1094.47 B: 1094.11 B: 1090.10 B: 1089.65

B: 1089.31 B: 1088.96 B: 1088.29

1092.47

1092.60

BW: 1092.60

1097.05 B 1096.87

1098.98 B: 1088.22

B: 1088.13 B: 1088.78

B: ???

B: 1089.03

1094.20

1090.67

1092.29

1088.98

1097.08

1090.33

1090.331090.33

1093.06

1094.77 TW: 1096.29

BW: 1095.23

1094.68

TW: 1096.00

BW: 1094.35

TW: 1097.00

BW: 1095.87

BW: 1097.65

1099.16 1097.10

10921093

SA

SA

SA

SA SA SA

W W

W W

SA

W

S SA-(2)

116 LF 8" PVC

S

SA-(4)

S

SA-(5)

27 LF 6" PVC

S

SA-(6)

32 LF 6" PVC

S

SA-(7)6 LF 6" PVC

125 LF 6" PVC

SS-(10)

1095.72

TW: 1096.00

BW: 1094.50

TS: 1093.92

BS: 1092.41

TS: 1092.29

BS: 1090.79

TS: 1090.48BS: 1089.00

BS: 1088.88

TS: 1092.38

BW: 1095.10

TW: 1096.87

1090.33 1091.831090.331091.83

T: 1089.80 T: 1088.80

B: 1088.18 T: 1088.27

TW: 1091.84

BW: 1091.72

TW: 1088.89

BW: 1088.88

1094.29

1093.67

1093.65 1093.65

1092.39

1092.14 1092.28

1091.93 1090.29

1088.58

TW: 1094.10

1094.93

1097.00

TW: 1099.00

1092.60

1092.60

1092.60

1092.60

B: 1092.49 1092.60

B: 1092.54

B: 1092.57 B: 1092.52

B: 1092.38

1092.60

1092.60

1092.60

1093.101092.601092.60 1092.601092.601092.60

B: 1092.60 TW: 1093.60

B: 1092.57

1092.52 1092.511092.521092.39

1094.10

1094.10

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GRADING AND DRAINAGE NOTES

1. SEE SHEET C0.01 FOR ADDITIONAL GRADING AND

DRAINAGE NOTES.

2. CONTRACTOR TO FIELD VERIFY LOCATIONS OF

EXISTING UTILITIES PRIOR TO START OF

CONSTRUCTION.

3. CONTRACTOR TO INSTALL STRUCTURE CASTINGS

FLUSH WITH FINISHED GRADE.

4. ROOF DRAIN DOWNSPOUTS SPLASH ON GRADE. SEE

ARCHITECTURAL PLANS FOR LOCATION AND

ADDITIONAL INFORMATION.

5. STORM STRUCTURES SHALL COMPLY WITH DEKALB

COUNTY DEVELOPMENT SPECIFICATIONS

ABBREVIATIONS

FFE FINISHED FLOOR ELEVATION

HP HIGH POINT

IE INVERT ELEVATION

G GUTTER

T TOP OF CURB

B BOTTOM OF CURB

TW TOP OF WALL

BW BOTTOM OF WALL

TS TOP OF STAIRS

BS BOTTOM OF STAIRS

FFE 1092.60

FFE 1091.83

LEGEND

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED SPOT ELEVATION

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

ROCK DRAINAGE SWALE

(SEE DETAIL 8/L7.01)

UNDERGROUND

DETENTION UNIT

UNDERGROUND

DETENTION UNIT

SEE STORM DRAIN

PROFILE 1, SHEET C4.21

SEE STORM DRAIN

PROFILE 2, SHEET C4.21

SEE STORM DRAIN

PROFILE 3, SHEET C4.21

C2.01 C2.02

GRATE INLET

OUTLET CONTROL STRUCTURE

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

BIORETENTION BASIN

(SEE DETAIL 1/C7.04)

INFILTRATION TRENCH

(SEE DETAIL 2/C7.04)

(15) DUCT -4"PVC

- 72 FOC

- 216 FOC

- 1800 PAIR

- 432 FOC

- 1500 PAIR

- 144 FOC

- 32 FOC

- 24 FOC

MH R4

(1) DUCT -4"PVC

- 24 FOC

(1) DUCT -4"PVC

- 24 FOC

ASW

ASW

24 FOC

300 PAIR

300 PAIR

50 PAIR

ATT REQUESTS CITY OF

TUCKER TO ADJUST

PROPOSED STORM DRAIN

AS NECESSARY TO

PREVENT CONFLICT WITH

ATT DUCT.

CITY OF TUCKER

TO PLACE HH

CITY OF TUCKER

TO PLACE HH

OVER EXISTING

FIBER CABLE TO

ALLOW CUTOVER.

CITY OF TUCKER

TO PLACE HH

OVER EXISTING

ATT CABLE TO

ALLOW CUTOVER.

CITY OF TUCKER

TO PLACE HH

X

X X XX

CITY OF TUCKER

TO PLACE TWO

(2) 4" PVC CONDUIT

LINKING HANDHOLES

X X

X

ATT TO PLACE TWO

(2) 4" PVC CONDUIT

LINKING MANHOLE TO

NEW HANDHOLE

ATT REQUESTS CITY OF

TUCKER TO ADJUST

PROPOSED STORM DRAIN

AS NECESSARY TO

PREVENT CONFLICT WITH

ATT DUCT.

X X X X XX

XX X

X X

X X

X

X

X

X X

X X X X X

X

X X

CITY OF TUCKER

TO PLACE TWO

(2) 4" PVC CONDUIT

LINKING HANDHOLES

CITY OF TUCKER

TO PLACE TWO

(2) 4" PVC CONDUIT

FROM HANDHOLE AND

TURN ONE UP AT

BASE OF EACH

PROPOSED POWER

POLE.

X

X

X

X

X

X

CITY OF TUCKER TO

PLACE ONE

(1) 4" PVC CONDUIT

LINKING HANDHOLE

AND SERVICE POLE.

CITY OF TUCKER

TO PLACE TWO

(2) 4" PVC

CONDUIT

LINKING NEW

GPC POLE

HANDHOLE

CITY OF TUCKER

TO PLACE TWO

(2) 4" PVC CONDUIT

LINKING HANDHOLES

CITY OF TUCKER

TO PLACE TWO

(2) 4" PVC CONDUIT

LINKING HANDHOLES

CITY OF TUCKER

TO PLACE HH

OVER EXISTING

FIBER CABLE TO

ALLOW CUTOVER.

X

100 PAIR

X X

X X

X X

X X

X X

X

X

24 FOC

(31")

(34")

(46")

(46")

DRAWING SUPPLIED BY AT&T

FOR REFERENCE ONLY

DASHED IS UNDERGROUND

SOLID IS OVERHEAD

GREEN IS ABANDONED

RED IS PROPOSED

AT&T

R39'

R3' R2' R4'R3'

R47'

10'

31.05'

R1 1'

(T

YP

R4' (TYP.)

6'

6'

26' (TYP.)

9'

(TYP.)

R 155'

R 170'

16'

R4'

R96'

R100'

PT 1

PT 2 PT 3

PT 4

PT 5

PT 6

R109.5'

PT 8

PT 9

PT 10PT 11

PT 12

PT 13

PT 14

PT 15

C1

L1

L2

C2 L3

C3

C

C5 C6

C7

C8

C9

C10 C11 C12

C13

C14

C1

L4 L5 C16 C17

L8

16'

PT 46

PT 51

R 20'

R 30'

R 45'

15'

16'

16'

8' 5'

.5'

.5'

M

AT

C H

LI

N

E C

1.

R 14.5'

R 176.3'

Point Table

Point #

Northing

1401466.1428

1401504.9769

1401517.7308

1401491.4157

1401459.0554

1401468.3028

1401416.3951

1401421.9580

1401364.2278

1401358.6639

1401378.6977

1401368.7063

1401418.6336

1401384.9321

Easting

2281772.2648

2281797.7021

2281838.2984

2281867.1862

2281852.7940

2281803.5405

2281630.5539

2281647.4623

2281666.5438

2281650.1637

2281854.8941

2281858.2879

2281882.2093

2281893.6569

Point Table

Point #

Northing

1401335.2452

1401334.4215

1401352.5458

1401384.8012

1401395.5167

1401430.0685

1401431.1889

1401223.2196

1401355.9982

1401358.8932

1401376.1086

1401379.5008

1401385.0086

1401316.9824

Easting

2281419.7987

2281421.6161

2281597.1422

2281641.2596

2281655.9157

2281703.1740

2281890.4876

2281445.3279

2281836.2262

2281844.7499

2281895.4319

2281899.3905

2281906.1039

2281460.2211

Line Table

Line #

L1

L2

L3

L4

L5

L8

Length

54.651

58.542

1.995

412.834

9.001

53.527

Direction

N53° 49' 42.46"E

S53° 49' 42.46"W

N65° 37' 08.61"W

N71° 14' 19.05"E

N71° 14' 25.40"E

N71° 14' 19.18"E

Parcel Table

Line #/Curve #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

Length

184.947

200.106

39.231

64.904

44.607

50.053

33.445

109.512

35.436

15.266

8.756

20.002

76.608

8.241

37.366

Direction/Delta

060.5525

071.6577

033.5490

055.5051

038.1460

022.4052

014.9709

087.1467

015.8621

011.2140

006.4317

011.1266

042.6149

004.5840

020.7857

Radius

175.000

160.000

67.000

66.998

67.000

127.999

128.000

72.000

128.000

78.000

78.000

103.000

103.000

103.000

103.000

Parcel Table

Line #/Curve #

C16

C17

Length

5.277

8.754

Direction/Delta

030.8476

025.1168

Radius

9.801

19.968

Point Table

Point #

Northing

1401266.5185

1401262.7811

1401263.8574

1401289.9799

1401297.0663

1401324.3348

1401356.2584

1401346.0011

1401345.1123

1401345.9480

1401350.8670

1401400.1041

1401407.5540

1401443.8228

Easting

2281496.9180

2281506.1933

2281549.9676

2281592.2899

2281599.3456

2281618.5462

2281712.5290

2281746.3302

2281761.5462

2281770.2574

2281789.6130

2281845.9951

2281849.5120

2281857.6096

Point Table

Point #

Northing

1401327.3166

1401364.2265

Easting

2281459.5276

2281471.0722

LEGEND

CONCRETE SIDEWALK

ASPHALT PAVEMENT

CONCRETE PAVERS

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CONTRACTOR IS TO REFERENCE UNITED CONSULTING GEOTECHNICAL EXPLORATION REPORT (10.23.2023) AND ADDENDUM #1 (03.18.2024) FOR THE TUCKER TOWN GREEN PARK SITE FOR SOIL REMEDIATION AREAS.

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20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

PAVILLION

SEE SHEET A100A

EXISTING CONCRETE WALKWAY

EXISTING SITE IMPROVEMENTS

ALREADY IN PLACE

EXISTING SITE IMPROVEMENTS

ALREADY IN PLACE

1 1

ADA PARKING W/ RAMPS

15(TYP.)

FOUNTAIN

SITE KEYNOTES

CONCRETE WALKWAY (SEE DETAIL 1/L7.01) CURB AND GUTTER TRANSITION (SEE DETAIL 2/C7.02)

RIVER ROCK DRY STREAM (SEE DETAIL 8/L7.01) MOUNTABLE CURB AND GUTTER (SEE DETAIL 4/C7.04)

WATER FEATURE (SEE SHEETS WF-0.1 - WF-6.0) WOODEN PRIVACY FENCE (SEE DETAIL 3/L7.06)

TERRACED ENTRY / DINING PLAZA WITH SHADE SAIL

CURB & GUTTER (SEE DETAIL 3/C7.04) SITE LIGHTING (SEE SHEET E100)

DUMPSTER PAD (SEE DETAIL 4/C7.03) RESTROOM FACILITY (SEE ARCHITECTURAL SHEETS)

ADA CURB RAMP W/ DETECTIBLE WARNINGS (SEE DETAIL 5/C7.03) MODERN CONCRETE BENCHES

RECREATION BERMS TREE PIT

SWING PAD DO NOT ENTER SIGN

CONCRETE STAIRWAY (SEE DETAIL 1/L7.02) NO LEFT TURN SIGN MUTCD R3-2

UNDERGROUND

STORMWATER

DETENTION UNIT

LIGHT (TYP.)

SEE SHEET L3.00

LIGHT (TYP.)

SEE SHEET L3.00

TIE INTO

EXISTING CURB

SITE NOTES

1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF

EXISTING UTILITIES PRIOR TO START OF

CONSTRUCTION.

2. CONTRACTOR TO PROVIDE SMOOTH,

STRAIGHT SAW-CUT LINES ALONG ALL AREAS

OF CURB AND PAVEMENT REMOVAL.

3. CONTRACTOR TO PROTECT EXISTING

IMPROVEMENTS WITHIN PROJECT AREA. ANY

AREAS THAT BECOME DAMAGED DURING

CONSTRUCTION ARE THE RESPONSIBILITY OF

THE CONTRACTOR TO REPAIR.

4. CONTRACTOR TO FIELD LOCATE ATT LINE,

CONTACT UTILITY PROVIDER IF RELOCATION

IS REQUIRED.

5. CONTRACTOR IS TO REFERENCE UNITED

CONSULTING GEOTECHNICAL EXPLORATION

REPORT (10.23.2023) AND ADDENDUM #1

(03.18.2024) FOR THE TUCKER TOWN

6. REFER TO GDOT T-3A FOR ALL SIGN HEIGHTS

AND POSTS.

4'x4' TRANSFORMER

PAD, FINAL LOCATION

TO BE COORDINATED

WITH GA POWER

4'x4' TRANSFORMER

PAD, FINAL LOCATION

TO BE COORDINATED

WITH GA POWER

FALL PROTECTION TO BE

PROVIDED AT PROPOSED

STORM HEADWALLS SEE

DETAIL #1 / C7.11

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LEGEND

CONCRETE SIDEWALK

ASPHALT PAVEMENT

CONCRETE PAVERS

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www.call811.com

Know what'sbelow Callbefore you dig.

www.call811.com

: 3808805

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CONTRACTOR IS TO REFERENCE UNITED CONSULTING GEOTECHNICAL EXPLORATION REPORT (10.23.2023) AND ADDENDUM #1 (03.18.2024) FOR THE TUCKER TOWN GREEN PARK SITE FOR SOIL REMEDIATION AREAS.

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SCALE: 1 INCH = 20 FEET

10'20' 0'

SITE KEYNOTES

CONCRETE WALKWAY (SEE DETAIL 1/L7.01)

CURB & GUTTER

ADA CURB RAMP W/ DETECTIBLE WARNINGS (SEE DETAIL 5/C7.03)

SITE NOTES

1. CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING

UTILITIES PRIOR TO START OF CONSTRUCTION.

2. CONTRACTOR TO PROVIDE SMOOTH, STRAIGHT

SAW-CUT LINES ALONG ALL AREAS OF CURB AND

PAVEMENT REMOVAL.

3. CONTRACTOR TO PROTECT EXISTING IMPROVEMENTS

WITHIN PROJECT AREA. ANY AREAS THAT BECOME

DAMAGED DURING CONSTRUCTION ARE THE

RESPONSIBILITY OF THE CONTRACTOR TO REPAIR.

4. CONTRACTOR TO FIELD LOCATE ATT LINE, CONTACT

UTILITY PROVIDER IF RELOCATION IS REQUIRED.

5. CONTRACTOR IS TO REFERENCE UNITED CONSULTING

GEOTECHNICAL EXPLORATION REPORT (10.23.2023) AND

ADDENDUM #1 (03.18.2024) FOR THE TUCKER TOWN.

6. REFER TO GDOT T-3A FOR ALL SIGN HEIGHTS AND

POSTS.

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WHITE, TYPE C PAVEMENT

HATCHING. SEE GDOT DETAIL

T-14 (TYP)

PROPOSED 5" SOLID

WHITE LINE (TYP)

MUTCD R6-6 BEGIN ONE WAY

SIGN

MUTCD R1-5c STOP HERE FOR

PEDESTRIAN & MUTCD R3-2

NO LEFT TURN SIGNS

MUTCD R6-1r ONE WAY SIGN MUTCD R5-1 DO NOT

ENTER SIGNS

CONCRETE HEAD WALL

CORE DRILL FOR FALL PROTECTION

RAIL POST, SIZE TO ACCEPT POST,

SET POST W/ 1/4" THICK EXPANSIVE

NON-SHRINK GROUT

FINISH GRADE VARIES,

SEE GRADING PLAN

1 1/2" DIA. GALVANIZED SCH. 40 STEEL

TUBE GUARDRAIL FRAME

3' -6

1 1/2" DIA. GALVANIZED SCH. 40 STEEL

TUBE GUARDRAIL MID-RAIL

1 1/2" DIA. GALVANIZED SCH. 40 STEEL

TUBE GUARDRAIL BOTTOM RAIL

EQ

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AL

2"

FALL PROTECTION RAIL NOTES:

· CONTRACTOR SHALL SUPPLY SHOP DRAWINGS FOR OWNER'S REPRESENTATIVE'S APPROVAL

· ALL CORNERS TO HAVE MIN. 4" RADIUS

· RAILS SHALL BE 1 1/2" DIAMETER SCHEDULE 40

· GRIND ALL WELDS SMOOTH W/ NO BARBS

· RAILS SHALL BE SHOP PRIMED WITH 1 COAT OF SHERWIN WILLIAMS KEM KROMIK UNIVERSAL METAL PRIMER

B50NZ6. PRIME PER THE MANUFACTURER'S MAXIMUM RECOMMENDED SPREAD RATE PER COAT.

· RAILS SHALL BE PAINTED BLACK WITH 2 COATS OF SHERWIN WILLIAMS INDUSTRIAL ENAMEL PAINT B54B11. PAINT

PER THE MANUFACTURER'S MAXIMUM RECOMMENDED SPREAD RATE PER COAT.

· INTERMEDIATE SUPPORT POSTS SHALL BE 5' O.C. MAX, AND UNIFORMLY SPACED.

· TOP OF GROUT FOR POST SHALL BE ABOVE PAVEMENT LEVEL AND SLOPED TO SHED WATER AWAY FROM POST.

GROUT SHALL MATCH THE FINISH GRADE COLOR.

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CONTRACTOR IS TO REFERENCE UNITED CONSULTING GEOTECHNICAL EXPLORATION REPORT (10.23.2023) AND ADDENDUM #1 (03.18.2024) FOR THE TUCKER TOWN GREEN PARK SITE FOR SOIL REMEDIATION AREAS.

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ROCK

SYMBOL DESCRIPTION DETAIL

DRY STREAM BED

CONCRETE

SYMBOL DESCRIPTION DETAIL

LIGHT DUTY CONCRETE 1/L7.01

LIGHT BROOM FINISH

K-101

P-101

8/L7.01

STANDARD BENCH 1/L7.02

ARBOR SWING 2/L7.04

WASTE RECEPTACLE 3/L7.02

BIKE RACK 2/L7.02

SHADE SAILS 1/L7.04

BOARDWALK 4/L7.02

SF-101

SF-102

SF-103

SF-104

SF-106

SF-107

5/L7.03

SURFACE MATERIALS

SYMBOL DESCRIPTION DETAIL

BRICK PAVER BAND 3/L7.01

PERVIOUS PAVERS

S-101

S-102 2/L7.03

2/L7.01 OR

3L7.01

SYNTHETIC SURFACE

SYMBOL DESCRIPTION DETAIL

SYNTHETIC TURF 3/L7.05T-101LIGHT DUTY CONCRETE

EXPOSED AGGREGATE

FINISH

P-102

MODERN CONCRETE BENCHSF-108

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Know what'sbelow Callbefore you dig.

www.call811.com

: 3808805

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No. 1183

PROFESSIONAL

CONTRACTOR IS TO REFERENCE UNITED CONSULTING GEOTECHNICAL EXPLORATION REPORT (10.23.2023) AND ADDENDUM #1 (03.18.2024) FOR THE TUCKER TOWN GREEN PARK SITE FOR SOIL REMEDIATION AREAS.

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SCALE: 1 INCH = 10 FEET

10' 0'

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E L2

.0 2P-101

S-101

L7.06

P-101

K-101

S-101

SF-102

SF-107

SF-107

SF-103

SF-103

PAVILION, SEE

ARCHITECTURAL

DWGS.

EXISTING

SIDEWALK

EXISTING

SIDEWALK

WOOD PRIVACY FENCE

EXISTING BENCH

SF-102

EXISTING LIGHT POLE (TYP.)

WOOD PRIVACY FENCE

EXISTING LIGHT POLE (TYP.)

LIGHTED BOLLARD (TYP.)

SEE LIGHTING PLAN, SHEET L3.00

SITE MATERIALS LEGEND SITE FURNISHING LEGEND

PEDESTRIAN LIGHT, SEE L3.00

AREA LIGHT, SEE L3.00

PEDESTRIAN LIGHT (TYP.)

SEE L3.00

SF-103

L7.031

L7.03

L7.04

CLIMBING MOUND

P-101

SF-101

LIMITS OF WATER QUALITY

DOUBLE SOLDIER

COURSE PAVER EDGE

DOUBLE SOLDIER

COURSE PAVER EDGE

SINGLE SOLDIER

COURSE PAVER BAND,

SEE 2/L7.01

PLANTER

PLANTER

P-101

P-101

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EXISTING PAVERS

PROPOSED PAVERS

ROCK

SYMBOL DESCRIPTION DETAIL

DRY STREAM BED

CONCRETE

SYMBOL DESCRIPTION DETAIL

LIGHT DUTY CONCRETE 1/L7.01

LIGHT BROOM FINISH

K-101

P-101

8/L7.01

STANDARD BENCH 1/L7.02

ARBOR SWING 2/L7.04

WASTE RECEPTACLE 3/L7.02

BIKE RACK 2/L7.02

SHADE SAILS 1/L7.04

BOARDWALK 4/L7.02

SF-101

SF-102

SF-103

SF-104

SF-106

SF-107

5/L7.03

SURFACE MATERIALS

SYMBOL DESCRIPTION DETAIL

BRICK PAVER BAND 3/L7.01

PERVIOUS PAVERS

S-101

S-102 2/L7.03

2/L7.01 OR

3L7.01

SYNTHETIC SURFACE

SYMBOL DESCRIPTION DETAIL

SYNTHETIC TURF 3/L7.05T-101LIGHT DUTY CONCRETE

EXPOSED AGGREGATE

FINISH

MODERN CONCRETE BENCH

P-102

MODERN CONCRETE BENCHSF-108

SITE MATERIALS LEGEND

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Know what'sbelow Callbefore you dig.

www.call811.com

: 3808805

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No. 1183

PROFESSIONAL

CONTRACTOR IS TO REFERENCE UNITED CONSULTING GEOTECHNICAL EXPLORATION REPORT (10.23.2023) AND ADDENDUM #1 (03.18.2024) FOR THE TUCKER TOWN GREEN PARK SITE FOR SOIL REMEDIATION AREAS.

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SCALE: 1 INCH = 10 FEET

10' 0'

SITE FURNISHING LEGEND

M

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.0

L7.01

L7.01

L7.01

L7.01

L7.01

EXISTING WALK

P-101

P-101

S-102

P-101

SF-106

RESTROOM BUILDING

SEE ARCHITECTURAL

EXISTING BENCH

EXISTING TRASH RECEPTACLE

EXISTING BIKE RACK

EXISTING BENCH

SF-103SF-103

PAVILION, SEE

ARCHITECTURAL

DWGS.

EXISTING PATH

EXISTING LIGHT POLE, TYP.

RELOCATED BENCHES

L7.01

EXISTING SIDEWALK

TRELLIS STRUCTURE, SEE ARCHITECTURAL

RELOCATED TRASH RECEPTACLE

LAWN WATER FEATURE

WATER FEATURE

LIGHTED BOLLARD (TYP.),

SEE L3.00

SF-105

LIGHT, SEE L3.00

SF-103

SF-103

SF-103

SF-103

ADDITIVE ALTERNATE NO. 4 -

MOGUL AREA, SEE DETAIL 1/L7.05

L7.01

SB1.00

SB1.00

L7.01

L7.01

L7.01

S-101 DOUBLE SOLDIER

COURSE PAVER EDGE

P-101

SINGLE SOLDIER

COURSE PAVER BAND,

SEE 2/L7.01

SEE CIVIL FOR

SIDEWALK EXTENSION

PLANS

M D

JS

L7.07

CHEEKWALL W/

HANDRAIL, SEE 1/L7.01

GUARDRAIL,

SEE 3/L7.07

L7.07

HANDRAIL, SEE

1/L7.07, SIMILAR

SF-103

SF-103

NEW PAVERS BEGIN

EXISTING PAVERS

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8'-0"

3' -6

ARBOR/TRELLIS W/

SWING,SEE SITE

FURNISHINGS SCHEDULE

FOR INFORMATION

LIGHT-DUTY CONCRETE

PAVING

12'-0"

'-0

2'-0"

L7.01

SINGLE SOLDIER COURSE

PAVER EDGEL7.01

TRELLIS POST, TYP.

CONTROL JOINT, TYP.L7.01

EQ. EQ.

EQ

EQ

EXISTING PATH

6'-6" 3'-6"

POUR TOP OF FOOTING

CONTINUOUS WITH PAD

EXISTING PATH

ARBOR/TRELLIS W/ SWING,

SEE SITE FURNISHING

SCHEDULE FOR

INFORMATION, INSTALL

PER MANUFACTURER'S

RECOMMENDATIONS

CONCRETE FOOTING, PER

MANUFACTURER'S

RECOMMENDATION,

CONTRACTOR TO

PROVIDE SEALED /

STAMPED STRUCTURAL

PLANS

4"

1'-0"

SECTIONPLAN

1.5

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Know what'sbelow Callbefore you dig.

www.call811.com

: 3808805

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No. 1183

PROFESSIONAL

CONTRACTOR IS TO REFERENCE UNITED CONSULTING GEOTECHNICAL EXPLORATION REPORT (10.23.2023) AND ADDENDUM #1 (03.18.2024) FOR THE TUCKER TOWN GREEN PARK SITE FOR SOIL REMEDIATION AREAS.

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ADDITIVE ALTERNATE NO. 1 - SHADE SAILS

SCALE: N.T.S.L7.04

ADDITIVE ALTERNATE NO. 2 - ARBOR SWINGS

SCALE: N.T.S.L7.04

ADDITIVE ALTERNATE NO. 3 - CLIMBING MOUND

1" = 5'-0"

10'

SCALE: 1 INCH = 5 FEET

0' 5'

EXISTING

SIDEW

ALK

EXISTING

LIGHT POLE

LAWN / LANDSCAPING

CONCRETE EMBANKMENT

SLIDE (SEE SITE

FURNISHINGS SCHEDULE)

EMBANKMENT POST &

ROPE CLIMBER (SEE SITE

FURNISHINGS SCHEDULE)

L7.06

L7.05

L7.05

L7.05

L7.05

LIGHTED BOLLARD,

TYP.

LIGHT DUTY

CONCRETE

L7.01

SYNTHETIC TURF

PLAY AREA (T-101)

L7.05

INTERIOR

PEDESTRIAN

LIGHT

6' -0

CLIMBING MOUND

FALL SAFETY ZONE

ADDITIVE ALTERNATE NO. 3 NOTES:

· ADDITIVE ALTERNATE NO. 3 SHALL INCLUDE ALL WORK AND MATERIALS ASSOCIATED WITH THE CLIMBING MOUND CONSTRUCTION, INCLUDING BUT NOT LIMITED TO THE MOUND STRUCTURE, SYNTHETIC TURF & BASE, CONCRETE CURB/EDGE, CONCRETE SLIDE, AND CLIMBING ROPES.

· CLIMBING MOUND LAYOUT AND ASSOCIATED EQUIPMENT5 ARE SHOWN FOR INTENT ONLY. CLIMBING MOUND SHALL BE APPROX. 5' HIGH WITH A CONCRETE EMBANKMENT SLIDE AND (2) POST & ROPE CLIMBING LADDERS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF CLIMBING MOUND AND EQUIPMENT WITH SPECIFIED MATERIALS, SIZES, SPACING AND LAYOUT, AND SIZING AND LOCATIONS FOR ALL STRUCTURAL ELEMENTS FOR REVIEW.

· INSTALL PRE-ENGINEERED STRUCTURES TO COMPLY WITH MANUFACTURER'S INSTALLATION DETAILS TO MAINTAIN WARRANTY

AS SPECIFIED.

· SYNTHETIC TURF SYSTEM SHALL BE SUITABLE FOR OR DESIGNED FOR PLAYGROUND USE AND SHALL PROVIDE NECESSARY

FALL SAFETY REQUIREMENTS.

0'

1'

2'

3'

4'

+4.5'

6'-0"

L7.04

ADDITIVE ALTERNATE NO. 1 NOTES:

· ADDITIVE ALTERNATE NO. 1 SHALL INCLUDE ALL WORK AND MATERIALS ASSOCIATED WITH THE ABOVE GROUND IMPROVEMENTS FOR THE SHADE SAIL STRUCTURES, INCLUDING, BUT NOT LIMITED TO SUPPORT POSTS, SAILS, HARDWARE & FASTENERS, AND LIGHTING.

· SHADE SAIL FOUNDATIONS AND ELECTRICAL CONDUIT SHALL BE INCLUDED IN THE BASE BID.

ADDITIVE ALTERNATE NO. 2 NOTES:

· ADDITIVE ALTERNATE NO. 2 SHALL INCLUDE ALL WORK AND MATERIALS ASSOCIATED WITH THE ARBOR/TRELLIS

SUPPORT STRUCTURES, BENCH SWINGS, AND PAVING SHOWN ON THIS DETAIL.

M D

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UNDER SYNTHETIC TURF

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