ITB-26-055-KY_Attachment_A_-_Plans.pdf

PDF 974 KB Posted Feb 12, 2026

Attached to: HADDONSTONE ORNAMENTAL LIMESTONE – REMOVAL AND INSTALLATION AT CRANES ROOST PARK
Solicitation number: ITB-26-055-KY
Issued by: Seminole County, Florida

About this file

Written by GovTribe AI · Feb 18, 2026

This is an attachment to an Invitation to Bid (ITB-26-055-KY) issued by the City of Altamonte Springs, Florida, containing detailed architectural plans and specifications for the removal and installation of Haddonstone ornamental limestone elements at Cranes Roost Park. The project involves the repair and installation of a decorative railing system comprising fifteen (15) sections along the lakefront walkway and Cranes Roost Boulevard, along with twenty (20) decorative benches distributed throughout the park plaza and overlook areas. The material list specifies 21 distinct Haddonstone products with varying quantities, including terminal and center pier components, balusters, rails, under coping pieces, and Hadrian seating elements with individual product codes and weights ranging from 8 to 387 pounds per item. The plans document provides technical drawings at various scales (3/8" = 1'-0" and 1/8" = 1'-0") with detailed dimensional specifications in inches, front views, side views, and plan views for each component type. All work must be performed in accordance with manufacturer recommendations, applicable building codes, and existing site conditions, with dimensions to be verified on-site prior to installation commencement.

The specifications indicate that all stone elements are non-structural and must be installed using stainless steel fastening systems, including dowels and pins epoxied in place according to detailed fastening specifications and Haddonstone technical sheets. Installation requirements include 1/4-inch Type "N" mortar joints, proper foundation preparation by others, and adherence to the assembly details provided for the balustrade elevation and shaft sections. The plans reference Haddonstone technical sheet GAR1F and indicate that non-stone structural elements and foundations are to be designed and supplied by others. All bidders are required to conduct a mandatory site visit to assess existing conditions and verify dimensional accuracy before submitting proposals.

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Other files

File	Type	Posted
ITB-26-055-KY_-_Solicitation_Document.pdf	PDF	Feb 12, 2026
ITB-26-055-KY_Attachment_B_-_Balustrade_Assembly_Instructions.pdf	PDF	Feb 12, 2026
ITB-26-055-KY_-_Bid_Submittal_Package.pdf	PDF	Feb 12, 2026

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INVITATION TO BID DOCUMENTS

ITB-26-055-KY

HADDONSTONE ORNAMENTAL LIMESTONE –

REMOVAL AND INSTALLATION

AT CRANES ROOST PARK

ATTACHMENT A - PLANS

CITY OF ALTAMONTE SPRINGS

City Hall, Suite 1030

Procurement Division 225 Newburyport Avenue

Altamonte Springs FL 32701-3697

For Contract Information & Updates go to https://www.myvendorlink.com/cityofaltamontesprings/searchcontracts.aspx https://www.myvendorlink.com/cityofaltamontesprings/searchcontracts.aspx

** THIS PAGE LEFT INTENTIONALLY BLANK **

837-01 B

CAP W/HOLE- 8

PIER SHAFT-

PLINTH-

UNDER COPING-

RAIL- 10

BALUSTER-

PLINTH-

UNDER COPING-

CAP W/ NO HOLE- 5

PIER SHAFT-

PLINTH-

UNDER COPING-

837-01

150"

TYPCIAL

TYPICAL ELEVATION

57 8" 4"

33 8"

1 2"

SCALE: 3/8" = 1'-0"

1 2"

APPROVED AS NOTED APPROVED

REVISE & RE-SUBMIT DATE: ___________________

SIGNATURE: ________________________________________

Scale: 1/8"=1'-0"

PLAN VIEWA

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MATERIAL LIST

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PRODUCT CODE

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QTY. SUPPLIED

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DESCRIPTION

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WEIGHT

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WAS ZP05924

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TERMINAL PIER CAP

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WAS ZP05923

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PIER SHAFT

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WAS ZP05925

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TERMINAL PIER BASE

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WAS ZP05926

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TERMINAL PIER UNDER COPING

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WAS ZP05927

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CENTER PIER CAP

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WAS ZP05928

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CENTER PIER BASE

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WAS ZP05929

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CENTER PIER UNDER COPING

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WAS ZP06161

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TERMINAL PIER CAP W/12" CORE

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WAS ZP061662

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CENTER PIER CAP W/12" CORE

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AutoCAD SHX Text H-T110A

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FLAT TOP BALUSTER RAIL 35-7/16"

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AutoCAD SHX Text H-T900A

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BALUSTER PLINTH 35-7/16"

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AutoCAD SHX Text H-T937A

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DEEP CENTRAL UNDER COPING 35-7/16"

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T-TK724G

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28-1/2" GEORGIAN BALUSTER

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T-HD320A

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SEAT TOP 52" CURVED SINGLE

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T-HD400A

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SCROLLED BENCH SEAT SUPPORTS

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T-HD520A

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HADRIAN SEAT, SEAT BACK

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T-HD520B

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HADRIAN SEAT, L/H ARM REST

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T-HD520C

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HADRIAN SEAT, R/H ARM REST

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T-HD520D

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HADRIAN SEAT, SEAT TOP

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T-HD525E

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HADRIAN SEAT, SCROLLED SUPPORTS

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AutoCAD SHX Text X780A

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HADRIAN SEAT, FIXING KIT

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REV

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DESCRIPTION

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DATE

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PROJECT

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DRAWING TITLE

AutoCAD SHX Text UNLESS OTHERWISE STATED; ALL DIMENSIONS ARE IN INCHES - ALL JOINTS " TYPICAL - NON STONE ELEMENTS TO BE DESIGNED & SUPPLIED BY ALL DIMENSIONS ARE IN INCHES - ALL JOINTS " TYPICAL - NON STONE ELEMENTS TO BE DESIGNED & SUPPLIED BY 14" TYPICAL - NON STONE ELEMENTS TO BE DESIGNED & SUPPLIED BY OTHERS - DRAWINGS ARE INDICATIVE - DO NOT SCALE OFF THIS DRAWING. USE FIGURED DIMENSIONS ONLY. - TO BE READ IN CONJUNCTION WITH HADDONSTONE TECH SHEETS - ALL DIMENSIONS TO BE CHECKED ON SITE PRIOR TO STARTING WORK - ALL STONE TO BE NON-STRUCTURAL.

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DRAWING NO.

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FIRST ANGLE

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SCALE(AT A3)

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CREATED DATE

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REVISION

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DRAWN BY

AutoCAD SHX Text 32207 UNITED AVENUE PUEBLO, CO 81001 t: 719 948 4554 f: 719 948 4285 w: haddonstone.com e: stone@haddonstone.com

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CLIENT

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FAUX BRIDGE & BENCHES

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ALTAMONTE SPRINGS

AutoCAD SHX Text 000837-01-0101

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PLAN VIEW, TYPICAL ELEVATION & MATERIALS

AutoCAD SHX Text 12/16/2025

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NTS

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CMF

FRONT VIEW

SIDE VIEWPLAN VIEW

ZP059241

1 2"

18"

2"2"

2" 2"28 1 2"

18"

2" 2"

12"

" 3"

3" 3"

33 8"

18 9 16"

8" 217

18 9 16"

33 8"

20 5 16"

7 8"

5 16

16" 1813

16"

20 5 16"

6" 71 8"

71 8"

23 5 16"

5 16

57 8"

23 5 16"

20 5 16" 20 5

16"

23 5 16"

57 8"

5 16

23 5 16"

20 5 16"

23 5 16"

57 8"

6" 71 8"

71 8"

20 5 16"

5 16

16"

20 5 16"

16"

20 5 16"

23 5 16"

57 8"

77 8" 71 2"

77 8"

33 8"

12"

33 8"

8"33

12"

41 8"

33 8"

12"

8"33

33 8"

12"

41 8"

FRONT VIEW

SIDE VIEWPLAN VIEW

ZP059275

7 8"

18 9 16"

33 8" 33 8"

18 9 16"

FRONT VIEW

SIDE VIEWPLAN VIEW

ZP059232

FRONT VIEW

SIDE VIEWPLAN VIEW

ZP059253

FRONT VIEW

SIDE VIEWPLAN VIEW

ZP059264

FRONT VIEW

SIDE VIEWPLAN VIEW

ZP059286

FRONT VIEW

SIDE VIEWPLAN VIEW

ZP059297

FRONT VIEW

SIDE VIEWPLAN VIEW

ZP061618

7 8"

18 9 16"

33 8" 33 8"

18 9 16"

33 8"

18 9 16"

7 8"

18 9 16"

33 8"

Ø12" Ø12"

FRONT VIEW

FRONT VIEWPLAN VIEW

ZP061629

91 16

35 7 16"

33 8" 9 1 16"

33 8"

16"

35 7 16"

71 2"

35 7 16"

H-T110A10

SIDE VIEW

PLAN VIEW

H-T900A11

FRONT VIEW SIDE VIEW

PLAN VIEW

CUT TO FIT AS REQ. CUT TO FIT AS REQ.

-02

APPROVED AS NOTED APPROVED

REVISE & RE-SUBMIT DATE: ___________________

SIGNATURE: ________________________________________

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REV

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DESCRIPTION

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DATE

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PROJECT

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DRAWING TITLE

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DRAWING NO.

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FIRST ANGLE

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SCALE(AT A3)

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CREATED DATE

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REVISION

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DRAWN BY

AutoCAD SHX Text 32207 UNITED AVENUE PUEBLO, CO 81001 t: 719 948 4554 f: 719 948 4285 w: haddonstone.com e: stone@haddonstone.com

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CLIENT

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FAUX BRIDGE & BENCHES

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ALTAMONTE SPRINGS

AutoCAD SHX Text 000837-02-0202

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INDIVIDUAL PRODUCT DETAILS

AutoCAD SHX Text 12/16/2025

AutoCAD SHX Text 3/4"

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35 7 16"

57 8" 10 7

16"

57 8"

7 16

35 7 16"

CUT TO FIT AS REQ. H-T937A12

FRONT VIEW SIDE VIEW

PLAN VIEW

1 2"

53 4"

1 2"

FRONT VIEW SIDE VIEW

PLAN VIEW

T-K724G13

RAIL

BALUSTER

PIER BEYOND

PLINTH

PIER CAP

2 PIER CAP

1/4" JOINTS, TYP.

PLINTH

RAIL

8"∅ STAINLESS STEEL DOWEL

EPOXIED IN PLACE- 2 EA. PER PLINTH,

APPROX. 18" O.C. INTO FOUNDATION

4"∅ STAINLESS STEEL DOWEL

EPOXIED IN PLACE, 1 EA. END

OF RAIL, TYP.

4"∅ STAINLESS STEEL PIN-

SUPPLIED CAST INTO BALUS.

EPOXIED IN PLACE, TYP.

8"∅ STAINLESS STEEL DOWEL- MIN. 12" INTO

CONCRETE GROUTED PIER SHAFT

4"∅ STAINLESS STEEL PIN-

SUPPLIED CAST INTO BALUS.

EPOXIED IN PLACE, TYP.

BALUSTER

1 EA. 3/8"∅ STAINLESS STEEL

DOWEL- EPOXIED IN PLACE

4"∅ STAINLESS STEEL DOWEL

EPOXIED IN PLACE, 1 EA. END

OF RAIL, TYP.

8"∅ STAINLESS STEEL DOWEL

EPOXIED IN PLACE- 2 EA. PER PLINTH,

APPROX. 18" O.C. INTO FOUNDATION

1/4" JOINTS, TYP.-TYPE "N"

MORTAR & POINTING MIX

SUITABLE FOUNDATION- BY OTHERS

1 2 BALUSTRADE SECTIONBALUSTRADE ELEVATION

NOTES: 1. ALL 14" HEAD JOINTS IN RAIL, PLINTH &

U-COP'G SHALL HAVE FULL TYPE "N" MORTAR COVERAGE

LEAVING MORTAR SLIGHTLY RECESSED FROM

SURFACE OF STONE TO ALLOW FOR POINTING.

2. THESE DETAILS TO BE USED IN CONJUNCTION

WITH TECH SHEET GAR1F.

3. ALL S.S. SHALL BE SUPPLIED BY BUILDER W/

THE EXCEPTION OF S.S. DOWEL CAST INTO BALUSTER

Pier cap

Pier shaft

Pier plinth

Concrete fill to pier shaft.

8" (10mm) stainless steel bar 12" (300mm) min. into concrete grouted with epoxy resin or similar.

Suitable foundation (by others)

8" (10mm) stainless steel bar thru pier cap 4" (100mm) min. into pier shaft to fix finial if required.

in place to secure pier cap.

2 ea. 14" (6mm) stainless steel dowels epoxied

Minimum 14" thick Polyethylene foam or similar expansion material.

3 SHAFT SECTION

IF RAIL TERMINATES @ WALL

PROVIDE MIN. 2 EACH

1/4"∅ STAINLESS STEEL

DOWELS,EPOXIED IN PLACE,

INTO SOLID STRUCURE

1/4" JOINTS, TYP.-TYPE "N"

MORTAR & POINTING MIX

APPROVED AS NOTED APPROVED

REVISE & RE-SUBMIT DATE: ___________________

SIGNATURE: ________________________________________

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REV

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DESCRIPTION

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DATE

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PROJECT

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DRAWING TITLE

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DRAWING NO.

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FIRST ANGLE

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SCALE(AT A3)

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CREATED DATE

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REVISION

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DRAWN BY

AutoCAD SHX Text 32207 UNITED AVENUE PUEBLO, CO 81001 t: 719 948 4554 f: 719 948 4285 w: haddonstone.com e: stone@haddonstone.com

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CLIENT

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FAUX BRIDGE & BENCHES

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ALTAMONTE SPRINGS

AutoCAD SHX Text 000837-03-0303

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INDIVIDUAL PRODUCT DETAILS & FASTENING

AutoCAD SHX Text 12/16/2025

AutoCAD SHX Text 3/4"

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ITB-26-055-KY Attachment A - Plans (cover sheet)

Haddonstone - CRP Site Plan 2026

Haddonstone Plans - Elevations

Sheets and Views

000837-UK-01

000837-UK-02

000837-UK-03

File details come from the government source that posted it. Updated Feb 18, 2026.