Addendum_3-_250101.pdf

DATE: November 20, 2024 TO: All Interested Bidders and Other Interested Parties FROM: Hosea Goodwyn, Senior Buyer

The City makes the following changes, additions, deletions, information, and/or clarifications and now considers the addendum a part of the Invitation for Bid (IFB) Document. Bidders must acknowledge receipt of this addendum by indicating receipt in the space provided on the Proposal Bid Form. If the bidder has already submitted the Proposal Bid Form to the City’s Purchasing Division, the Bidder should sign and return this addendum in a sealed envelope or revise their electronic submission to include this addendum. The envelope should include the company name and address, the bid number, opening date and time, and "Addendum No: 3".

In any case, the submission of a bid is an acknowledgment of receipt of the addendum. The City will construe all bids received as though the Bidder has received and acknowledged the addendum.

Below is the City’s reply to RFIs (Request for Information – a/k/a bid inquiries or questions) submitted by interested parties by the posted deadline to submit RFIs.

The following additions are hereby made to the Solicitation Document:

a. IFB 250101 ATTACHMENT E – Concessions Technical Specifications

b. IFB 250101 EXHIBIT A – L503

c. IFB 250101 EXHIBIT B – L504

ACKNOWLEDGMENT - Addendum #3

Company Name

Signature of Officer

Type/Print Officer's Name & Title

IFB 250101

Susan Street Sports Complex Improvement Project (ARPA)

Addendum No. 3

ATTACHMENT ‘E’

IFB 250101

Susan Street Sports Complex Improvement Project (ARPA)

CONCESSIONS TECHNICAL

SPECIFICATIONS

IFB 250101 ATTACHMENT E – Concession Specifications

1. Concessions/ restroom:

a. (6) 8’ x 20’ x 9’-6” single use containers, primed and painted

b. Aluminum roof top deck rated for w/ steps to access second floor

c. (3) Floor drains with catch basins

d. (24) 18” x 18” concrete footings

e. (6) setting of units

f. (2) installation of 2’ x 4’ x 11GA window frames

g. (6) installation of 36” x 80” metal door frame opening w/ 36” x 80” fire rated gray right hand flush stte prehung commercial door with welded frame, deadlock and hardware

h. (2) 72” x 48: aluminum alloy food truck service window with awning door and drag hook, up to 85 degrees stand serving window, glass included

i. 70.8” x 11.4” w stainless stee frame and surface board for serving window

j. Installation and Materials for HVAC system

2. Electrical Package: Materials & Installation of:

a. 100 amp panel

b. MC Cable wiring

c. (13) Interior lights,

d. (8) Exterior lights,

e. (9) GFCI

f. (7) switch

3. Plumbing Package: Materials & Installation of:

a. (6) commercial grade toilets

b. (5) Sinks, Wall mount bathroom sinks Swiss Madison Well Made Forever SM-Ws325

Chateau 30” right side faucet

c. (2) Urinals, Commercial washout high efficiency 0.125 GPF Cal-Green, White White

d. (1) Mop sink, Gridmann stainless steel

e. (2) automatic highspeed hand dryer, xlerator XL-BW

f. (1) stainless steel utility sink, VEVOR free standing single bowl commercial kitchen sink set w/ work bench 47 x 19.7 x 37.4 in

g. Electric tankless water heater Performance 36 kW 7.03 GPM 240 Volt self-modulating

h. (4) 35.4” public urinal partition, wall mounted

i. (2) 42” Brushed stainless steel grab bar (ADA)

j. (2) 36” Brushed stainless steel grab bar (ADA)

k. Drywall Install

l. Interior Paint & Primer

m. (960) square feet of VCT flooring installation w/ floor prep

n. 20’ cut out and installation of structural tubing

4. Locker rooms:

a. Metal cabinets with wooden benches

*Specifications have been coordinated with M1, use M1 product or approved equal.

5. Scoreboard:

a. Size: 14’ x 4’ x 8”

b. Digit Size: 18” / 14”

c. Displays Home / guest scores, period and time.

d. Wireless operation, built in horn, LED backlit, time out display, built in lightening protection, UL listed.

e. Product from Daktronics, Nevco or approved equal w/ above specifications.

L503

DETAILS

SP

O

R

TS

C O

M

PL

EX

C

IT

Y

O F

LE

ES

BU

R

G C

O N

ST

R

U C

TI

O

N B

ID

D

O C

U M

EN

TS

FI

LE

N

AM

E:

A

:\4 s\

7\

1\

LA

\C

AD

D \S he et sT

PA

\L -D

TL

S-

7.

1.

dw g D

AT

E:

S ep te m be r 2

3, 4, T

IM

E:

:0

PM

, U

SE

R

: a h4

A

VO

: 4

.0

SHEET TITLE

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

47007.001 08-12-2024

CP, BM

SM

SEE SHEETS

SU

SA

N S

TR

EE

T

LE

ES

BU

R

G , F

LO

R

ID

A

N O

R

TH

S

IN

C

LA

IR

A

VE

TA

VA

R

ES

, F

LO

R

ID

A

TE

L.

(3

) 3

-8

RIBBON CURB

1 1/2" = 1'-0"

KEY:

CURB TO MOWSTRIP SECTION

6" R1

2" 38 8

CURB TO GRASS/PLANTING SECTION

6" 6"

NOTE:

PROVIDE EXPANSION JOINT @ 40'-0"

O.C. MAX AND CONTROL JOINTS @

10'-0" O.C. MAX.

COMPACTED SUBGRADE TO 95%

MAX. DENSITY.

2" THICK MINIMUM SAND OR DRY

SCREENING LEVELING BED.

CONCRETE RIBBON CURB (CURB TO

GRASS/PLANTING) - 3000 PSI MIN.

,(2) #4 HORIZ BARS CONTINUES, TIE

VERT. W/ #3 BARS EVERY 18" O.C.

CONCRETE RIBBON CURB (PAVING

TO CURB SECTIONS) - REF. CIVIL

FOR PAVING RIBBON CURB

CONDITION

CONCRETE MOWSTRIP - 3000 PSI

MIN., (2) #3 BARS CONTINUES. REF.

DETAIL

COLD JOINT - 1/2" DIA. SMOOTH

DOWEL 18" LENGTH AT 24"

O.C. MIN., TO ADJACENT PAVEMENT,

GREASE AND CAP

FULL LENGTH OF EXPOSED DOWEL.

ADJACENT WALKWAY, REF. PLAN7

ADJACENT GRASS / PLANTING AREA,

FINISHED GRADE 1" BELOW TOP OF

CURB.

ADJACENT PARKING LOT, REF. CIVIL

PLANS

6" R 1

2"

CURB TO GRASS/SAND SECTION

1' -6

SAND10

P-TR-SUS-04

VEHICULAR ENTRY SWING GATE (15' LEAF)

N.T.S.

SECTION

ELEVATION

RETAINER POST

RETAINER POST CONNECTION

PLAN

SECTION

LOCK PLATE POST CAP CENTER GATE CONNECTION

4-1/2" O.D. 1-1/4" 3" 3/4"

4"3"

9"6" 2-1/2"

2'-0"

3' -3

6"

4' -0

5"

3"

5 7

16 17

DIRECTION OF TRAFFIC

5 1

'-6

DIRECTION OF TRAFFIC

2'-0"

13'-10"

KEY:

PLAN VIEW

5'-0" 15'-0" 5'-0" 5'-0" 5'-0"

15'-0" 5'-0"5'-0"

9°

8 1012

6 6 10 6

6 12 6

5' -0

2'-0"

1' -0

2'

-0

6"1' -0

**NOTE**

REFER TO SHEET G0.01 FOR METAL FABRICATION AND FINISHING NOTES

D&D TECHNOLOGIES - THE ORIGINAL BADASS HINGE - OR APPROVED EQUAL

D&D TECHNOLOGIES

800-716-0888

17531 METZLER LANE

HUNTINGTON BEACH, CA 92647

INFO@DDTECHUSA.COM

6' -0

6" O.D. SCH 40 STEEL PIPE, 1/4" THICK, GATE POST.1

6" O.D. SCH 40 STEEL PIPE, 1/4" THICK, HINGE POST, WELD CAP AT TOP OF POST.2

4-1/2" O.D. SCH 40 STEEL PIPE, 1/4" THICK, RETAINER POST, WELD CAP AT TOP OF POST.3

REINF. CONCRETE FOOTING - 3500 PSI MIN., 6' DEPTH, 24" DIA. W/ (4)#4 VERTICAL BARS. TIE W/ #3 HOOPS @ 12" O.C.4

2"X2" T.S., 14 GAUGE, CONTINUOUS WELD ALL END CONNECTIONS.5

4"X2" T.S., 14 GAUGE, CONTINUOUS WELD ALL END CONNECTIONS.6

1/4" STEEL POST CAP (TOP) PLATE.7

CENTER GATE CONNECTION8

MASONARY BRICK AT BASE OF HINGE POST9

12"X36" WARNING SIGN - BOTH SIDES OF GATE, 0.06 GAUGE MIN. ALUMINUM, WITH HIGH INTENSITY REFLECTIVE RED & WHITE DIAGONAL STRIPING. ATTACH TO

GATE WITH BOLT THROUGH FRAME WITH TAMPER PROOF BOLTS

12" WIDE WHITE HIGH INTENSITY REFLECTIVE TAPE WRAPPED AROUND GATE & RETAINER POST11

18"X18" STOP SIGN - BOTH SIDES OF GATE, 0.06 GAUGE MIN. ALUMINUM, HIGH INTENSITY REFLECTIVE RED & WHITE. ATTACH TO GATE WITH BOLT THROUGH

FRAME WITH TAMPER PROOF BOLTS

ROADWAY, REF. CIVIL PLANS13

GREASE NIPPLE.14

12"X9"X1/4" STEEL LOCK PLATE, WELD TO FRAME - CONTINUOUS ALL AROUND, CUT SLOT AS SHOWN FOR GATE WITHOUT LOCK TAB.15

LOCK TAB - 1/4" THICK X 3" L X 2-1/2" W, ANGLE SUPPORT WELDED TO GATE AND POSTS, DRILL 3/4" DIA. HOLE ROUND EDGES.16

3"X1" CUT SLOT TO RECEIVE LOCK TAB.17

MASONRY BRICK AT BASE OF HINGE POST.18

FINISHED GRADE.19

(2) ORIGINAL BADASS HINGES BY D&D TECHNOLOGIES PER GATE ARM. (3) TOTAL GATES, (2) ARMS EA. WELD-ON INSTALLATION. LOAD RATION: 2000 LBS. ZINC

PLATED. PART #CI3000

REMOVABLE BOLLARD (4")

1" = 1'-0"

NOTE:

THESE DETAILS ARE FOR REFERENCE ONLY. INSTALL PER MANUFACTURER

SPECIFICATIONS AND DRAWINGS. CONTRACTOR RESPONSIBLE FOR SUBMITTING

SEALED ENGINEERED SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT

PRIOR TO FABRICATION AND INSTALLATION.

IFB 250101 EXHIBIT A

L504

DETAILS

SP

O

R

TS

C O

M

PL

EX

C

IT

Y

O F

LE

ES

BU

R

G C

O N

ST

R

U C

TI

O

N B

ID

D

O C

U M

EN

TS

FI

LE

N

AM

E:

A

:\4 s\

7\

1\

LA

\C

AD

D \S he et sT

PA

\L -D

TL

S-

7.

1.

dw g D

AT

E:

S ep te m be r 2

3, 4, T

IM

E:

:0

PM

, U

SE

R

: a h4

A

VO

: 4

.0

SHEET TITLE

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

D

AT

E

D

ES

C R

IP

TI

O N

R

EV

IS

IO

N

47007.001 08-12-2024

CP, BM

SM

SEE SHEETS

SU

SA

N S

TR

EE

T

LE

ES

BU

R

G , F

LO

R

ID

A

N O

R

TH

S

IN

C

LA

IR

A

VE

TA

VA

R

ES

, F

LO

R

ID

A

TE

L.

(3

) 3

-8

2"3' O

R

12" DIA POSTS

5"

EXPANSION JOINT 40FT. O.C. (TYP)

5'-0"

5' -0

TY

P.

EX

PA

N

SI

O N

J O

IN

T

PLAN VIEW

SECTION 'A'

18"

SECTION 'B'

'B'

'B'

'A'

'A'

ELEVATION

1" 2'-0" 1"

H

EI

G H

T

VA

R

IE

S R

EF

. G

R

AD

IN

G

1" 1"

2'-0"

1"

SLOPE SLOPE

FIELD

SLOPE SLOPE

FIELD

18"

CONCRETE MOW STRIP AT FENCE

1/4" = 1'-0"

(TYP.)

7 8 4

NOTES:

1. MOW STRIP DRAINS SHALL BE PLACED 8'-0"

O.C. ALONG ENTIRE LENGTH OF OUTFIELD

FENCE ON GRASS OUTFIELDS (FIELDS A - D).

2. CHAINLINK FENCING: ALL MATERIALS TO BE

BLACK, MESH TO BE VINYL COATED

18"

KEY:

1 2"

COMPACT TOP 6 INCHES OF SUBGRADE TO A

DENSITY EQUAL TO AT LEAST 95% OF THE

MAXIMUM DRY DENSITY AS DETERMINED IN

ACCORDANCE BY STANDARD PROCTOR (ASTM

D-698). SOIL MOISTURE SHOULD BE WITHIN +3% OR

-1% OF OPTIMUM.

(2) #3 REBARS, CONT.2

CONCRETE FENCE POST FOOTING, 3,000 PSI MIN.,

3' OR 4' DEEP X 12" DIA MIN.

CHAINLINK LINE/END/GATE POSTS4

CONCRETE MOWSTRIP 5"X 18" WIDTH, REF.

SECTION B.

1/2" PREMOLDED EXP. JT. MAT'L @ 40 FT.O.C. (TYP)

AND AT CORNERS

CONTROL JOINT TO BE 1/8" x 1/2" DEEP. SPACED 5' O.C.

CHAINLINK FENCE, SEE NOTE BELOW8

REF. MOWSTRIP DRAIN ELEVATION. SEE NOTES

BELOW

FINISH GRADE, 1" BELOW MOW STRIP10

1 THICKENED CONCRETE WALKWAY & EXPANSION JOINT

3/4" = 1'-0"

VARIES, REF. LAYOUT PLANS

SLOPE 2% (MAX.)

6"

VA

R

IE

S, R

EF

. L

AY

O U

T

PL

AN

S

KEY:

VA

R

IE

S, 1' -2

' T

YP

6"

65 43

SL

O

PE

M

AX

6" 2'

-0 " O

.C . M

IN

2' -0

" O .C

. M

IN

6"

NOTES:

1. SELECT FILL MATERIAL SHALL BE IN ACCORDANCE WITH THE GEOTECH REPORT,

RECOMMENDED "ON-SITE CLAY FILL" SECTION, UNDER "PAVEMENT

CONSTRUCTION CONSIDERATIONS", REF. GEOTECH REPORT1/2"

12" 12"

VA

R

IE

S, 1' -2

' T

YP

1 2 3 4

COMPACTED SUBGRADE TO 95% MAX. DENSITY.1

OVER-EXCAVATE TO DECOMPOSED LIMESTONE OR LIMESTONE ROCK & REPLACE WITH

SELECT FILL. PER GEOTECH SPEC DEPTH VARIES (1'-2' TYP.)

6" CONCRETE, 4000 PSI, MEDIUM BROOM FINISH PERPENDICULAR TO DIRECTION OF

TRAVEL ON SINGLE RUN WALKWAYS.

ONE LAYER #3 BARS PLACED NOT MORE THAN 18" O.C. BOTH DIRECTIONS (TYP.) REINF. TO

BE PLACED 1/3 THE SLAB THICKNESS, BUT NOT LESS THAN 2" BELOW FINISHED SURFACE

ON PLASTIC CHAIRS.

EXPANSION JOINT - 3/4" BITUMINOUS BOARD FULL DEPTH TO SUPPORT BACKER

ROD/ZIP-STRIP, SEAL WITH SL-1 JOINT SEALANT (COLOR TO MATCH CONCRETE; 1/2" DIA.

SMOOTH DOWEL 18" LENGTH AT 24" O.C. MIN., GREASE AND CAP FULL LENGTH OF

EXPOSED DOWEL. REF. SITE PLAN FOR JOINT LOCATIONS.

1/4" WIDE X 5/8" DEPTH CONTROL JOINT. TOOLED JOINTS, REF. SITE PLAN FOR LOCATIONS.6

FINISHED GRADE, 1" BELOW PAVEMENT ELEVATION.7

1 4

KEY:

2" THICK MINIMUM SAND OR DRY SCREENING LEVELING BED.2

4" CONCRETE, 3000 PSI, MEDIUM BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL.3

ONE LAYER #3 REBAR AT 18" O.C. EACH WAY. REINFORCEMENT TO BE PLACED 3/4" MIN. - 2" MAX. BELOW

FINISHED SURFACE ON PLASTIC CHAIRS.

NOTES:

1. DOWEL INTO EXISTING PAVEMENT, DRIVEWAYS AND SIDEWALKS.

2. ALL EDGES AND JOINTS TO BE EDGED.

4"

VARIES, REF. LAYOUT PLANS

PREPARE SUBGRADE; REFER TO CIVIL

EXPANSION JOINT - 12" FIBER EXPANSION JOINT, WITH SELF LEVELING JOINT SEALANT (COLOR TO MATCH CONCRETE); #4 X 18" SMOOTH DOWEL AT 24" O.C., GREASE AND CAP FULL LENGTH OF EXPOSED DOWEL.

REF. LAYOUT PLAN FOR JOINT LOCATIONS.

1/4" WIDE X 5/8" DEPTH CONTROL JOINT. SAW CUT CONTRACTION JOINTS SHALL BE SPACED EQUALLY TO WIDTH OF SIDEWALK; REF. LAYOUT PLAN FOR LOCATIONS. JOINTS MUST BE CUT WITHIN 8-12 HOURS

AFTER PLACEMENT.

FINISHED GRADE, 1" BELOW FINISH PAVEMENT ELEVATION.7

TYPICAL CROSS SECTION

2"

SLOPE 2.0% MAX.

4" 2"

JOINT SECTION

VA

R

IE

S, R

EF

. L

AY

O U

T

PL

AN

S

PLAN

CONCRETE WALKWAY (WIDTH VARIES)

1" = 1'-0"

C R

O

SS

S

LO

PE

2.

0% M

AX

2% C

R O

SS

S

LO

PE

M

AX

TO

W

AR

D P

AR

KI

N G

8.33% SLOPE MAX.

CURB TRANSITION

1/2" = 1'-0"

3" TYP.

3" T

YP

10'-0" MIN.

TYPICAL CROSS SECTION

6" T

YP

PLAN

1. TRUNCATED DOMES SHALL HAVE A DIAMETER OF NOMINAL

0.9 INCH (23mm), A HEIGHT OF NOMINAL 0.2 INCH (5MM) AND A

CENTER-TO-CENTER SPACING OF NOMINAL 2.35 INCHES (60mm)

AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES,

EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. THE MATERIAL

USED TO PROVIDE CONTRAST SHALL BE AN INTERGRAL PART

OF THE WALKING SURFACE.

6"

KEY:

NOTES:

5' -6

8 5 13

6 7

TRANSITION PARALLEL TO PARKING - CURBLINE FLUSH WITH

TRANSITION SURFACE.

EDGE OF PAVEMENT2

6" CONCRETE, 3,000 PSI, ONE LAYER #3 BARS PLACED NOT

MORE THAN 18" O.C.E.W., MEDIUM BROOM FINISH

PERPENDICULAR TO PEDESTRIAN TRAFFIC.

TRUNCATED DOME DETECTABLE WARNING PAVERS AT

DRIVEWAY LOCATION ONLY, MORTAR IN PLACE, SAND JOINTS,

REFER NOTES.

EXPANSION JOINT - 3/4" CEDAR FULL DEPTH TO SUPPORT

BACKER ROD/ZIP-STRI, SEAL WITH JOINT SEALANT SL-1 (COLOR

TO MATCH CONCRETE; 1/2" DIA. SMOOTH DOWEL BAR, 16"

LENGTH WITH CAP 12" O.C. MIN., COAT WITH GREASE AND CAP

FULL LENGTH OF EXPOSED DOWEL.

COMPACTED SUBGRADE TO 95% STANDARD PROCTOR6

CRUSHED LIMESTONE BASE WHEN PERPENDICULAR TO

PARKING LOT, REFER CIVIL PLANS FOR THICKNESS.

CONCRETE WALKWAY WHEN PARALLEL TO PARKING LOT8

GUTTER AND PARKING LOT9

IFB 250101 EXHIBIT B