923456-24-63-2-2.pdf

PDF 4 MB Posted Dec 10, 2024

Attached to: BID - Lacombe Trace Trails & Nature Park - Addendum 5 - Q&A and Revised UPS
Solicitation number: 923456-24-63-2
Issued by: St. Landry Parish, Louisiana

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Written by GovTribe AI · Dec 16, 2024

This is Addendum No. 2 for Bid #24-63-2 from St. Tammany Parish Government for the Lacombe Trace Trails and Nature Park project, with bids due December 19, 2024. The addendum provides clarifications regarding boardwalk installation, specifying that 63 cross bracing sets must be installed per manufacturer details for boardwalk sections where the walking surface is greater than 30" above grade. Drawing revisions include changes to Sheet L1.0 regarding an existing steel grate ramp removal, Sheet L5.2 for kayak landing details, and Sheet L5.4 for handrail and curbing specifications, noting these materials are provided as part of the boardwalk system package.

The addendum includes Q&A addressing installation instructions for pre-purchased products, with technical support contacts provided for both Romtec (restroom building) and Wickcraft (boardwalk system). The Notice to Proceed is expected within 45 days after award, with delivery of boardwalk and restroom packages estimated at 20-24 weeks from current date and installation estimated at 4-6 weeks for each product. The contractor will be responsible for offloading products using equipment with 5,000lb lift capacity and fork extensions for boardwalk pallets. The addendum includes attached revised drawings and Pan Foot Bracing isometric details.

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File	Type	Posted
923456-24-63-2-5.pdf	PDF	Dec 23, 2024
923456-24-63-2-4.pdf	PDF	Dec 17, 2024
923456-24-63-2-3.pdf	PDF	Dec 16, 2024
923456-24-63-2-1.pdf	PDF	Dec 4, 2024
923456-24-63-2.pdf	PDF	Nov 20, 2024

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ST. TAMMANY PARISH

MICHAEL B. COOPER

PARISH PRESIDENT

PROCUREMENT DEPARTMENT

P.O. BOX 628 | COVINGTON, LOUISIANA | 70434 | PROCUREMENT@STPGOV.ORG | 985-898-2520

WWW.STPGOV.ORG

Version 2024 Q1

December 10, 2024

Please find the following addendum to the below-mentioned BID.

Addendum No.: 2

Bid#: 24-63-2

Project Name: Lacombe Trace Trails and Nature Park

Bid Due Date: Thursday, December 19, 2024

GENERAL INFORMATION:

Clarifications:

Pertaining to Boardwalk Installation - In addition to standard boardwalk framing as shown on detail sheet L5.4, cross bracing will be supplied and is to be installed per attached manufacturer details for boardwalk sections where the walking surface greater than 30” above grade. There are a total of 63 bracing sets to be included in the installation package. Actual site conditions may warrant small adjustments in total quantity. See attached “Pan Foot Bracing” detail for more information.

Changes to the Drawings:

Sheet L1.0: Revise callout – EXISTING STEEL GRATE RAMP (TO BE REMOVED)

Sheet L5.2: Revise details “A1, A2, & A3 – Kayak Landing” as shown.

Sheet L5.4: Under “Notes” remove the sentence “CONTRACTOR SHALL FURNISH AND

INSTALL HANDRAIL AND CURBING AS SHOWN ON BOARDWALK PLANS.” and replace with “HANDRAIL AND CURBING MATERIALS ARE PROVIDED AS PART OF THE

BOARDWALK SYSTEM PACKAGE. HORIZONTAL RAILS AND CABLING ARE

http://www.stpgov.org/

PROVIDED IN STANDARD LENGTHS FOR FIELD CUTTING BY CONTRACTOR

DURING INSTALLATION.”

Revised drawings sheets are attached and made part of this addendum.

QUESTIONS & ANSWERS:

Question 1: Are installation instructions available for the pre-purchased products?

Answer 1: For the restroom building package, project-specific instructions are not available at this time, but will be supplied in advance of delivery. For general installation questions and technical assistance, bidder may contact Romtec Construction

Manager (Technical Support) – David Smith (dsmith@romtec.com) (541) 496-

3541. Reference building type/model as indicated in project plans and specifications.

For the boardwalk system, additional representative installation methods and techniques are shown on Wickcraft’s YouTube channel at http://www.youtube.com/@wickcraftboardwalks2179 or more specifically at the following links:

https://youtu.be/0tXNUnGf83E?si=PTMg2xNPMjNRFmq-https://youtu.be/K9bK-el88AE?si=Qk2OJ48xBsKvaUq7

For further questions or assistance, bidder may contact Wickcraft Boardwalks Sale

Project Manager – Craig Mayne (craig@wickcraft.com) 608 244-9177. Reference project name and location.

Question 2: When should we expect Notice to Proceed following the bid opening?

Answer 2: Typically, the contractor can expect Notice to Proceed within 45 days after the award to the qualified low bidder.

Question 3: What is the anticipated delivery schedule for pre-purchased products?

Answer 3: The earliest delivery date for boardwalk and restroom packages is estimated at 20-

24 weeks from the current date. The installation of each product is estimated to be

4-6 weeks.

Question 4: Will the contractor be responsible for offloading pre-purchased products? If so, what equipment is needed?

http://www.stpgov.org/ mailto:dsmith@romtec.com http://www.youtube.com/@wickcraftboardwalks2179 https://youtu.be/0tXNUnGf83E?si=PTMg2xNPMjNRFmq-https://youtu.be/K9bK-el88AE?si=Qk2OJ48xBsKvaUq7 mailto:craig@wickcraft.com

Answer 4: The contractor is responsible for offloading products at the delivery site. Products are delivered on a flatbed truck or trailer and palletized for offloading by forklift. It is recommended that equipment have a 5,000lb lift capacity and fork extensions for boardwalk pallets.

ATTACHMENTS:

1. Pan Foot Bracing Isometric Details

2. Revised Drawing Sheet L1.0

3. Revised Drawing Sheet L5.2

4. Revised Drawing Sheet L5.4

<< End of Addendum 2 >> http://www.stpgov.org/

CYPRESS SWAMP

MARSH WETLAND

PARTIALLY

SUNKEN BARGE

EXISTING OPEN

SPACE; MOWED

GRASS

PARTIALLY

SUNKEN BARGE

EXISTING TRAIL

CORRIDOR, UNIMPROVED

EXISTING

TRAIN ENGINE

RELIC

EXISTING STEEL

GRATE RAMP (TO

BE REMOVED)

EXISTING OPEN SPACE;

MOWED GRASS

EXISTING BARGE

OPERATION EQUIPMENT

EXISTING BOAT LAUNCH

RAMP AND PIERS

EXISTING GRAVEL

PARKING AREA

EXISTING RESTROOM

FACILITY AND PAVILION

(NOT IN SCOPE)

EXISTING

MAINTENANCE

ACCESS, UNIMPROVED

CONCRETE PAVEMENT;

TO BE REMOVED

CONCRETE

PLATFORM

EXISTING MAINTENANCE

ACCESS GATE

EXISTING 12"

CMP CULVERT

EXISTING TREELINE

(APPROXIMATE)

EXISTING

SPECIMEN TREES

TO REMAIN

LIMITS OF WORK AREA

LIMIT OF

WETLAND AREA

LIMIT OF WETLAND AREA

SAWCUT

LIMITS OF WORK AREA

CONCRETE PAVEMENT;

TO BE REMOVED

TREE CANOPY

TREE TO BE REMOVED

(TYPICAL)

TREE TO BE REMOVED

(TYPICAL)

OVERHEAD ELECTRIC

ORDINARY WATER

LINE

ORDINARY WATER

LINE

EXISTING DRAINAGE

CHANNEL/TIMBER RETAINING WALL

W (A

REMOVE EXISTING CHAINLINK

FENCE AND GATES

L1.0

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JACOB HAYNES

REG. No. H-332L

A N

DSCAPE ARC

C T

L I C EN SE D

G C

O N

1. LOCATE ALL UTILITIES ON SITE PRIOR TO COMMENCING WORK. CONTACT LOUISIANA

ONE CALL AND APPLICABLE LOCAL UTILITIES COMPANIES FOR MARKING.

2. TURF, WEEDS, SHRUBS, TREES OR EXISTING VEGETATION NOTED ON PLAN FOR

DEMOLITION ARE TO BE REMOVED AND DISPOSED OF AS PER PARISH CODES,

REGULATIONS AND / OR ORDINANCES. WHERE POSSIBLE, CONTRACTOR SHALL

CHIP/SHRED REMOVED WOODY MATERIAL AND STORE ON-SITE FOR USE AS

NATURAL MULCH FOR DISTURBED AREAS.

3. ALL EXISTING ITEMS SUCH AS SITE FURNISHINGS INCLUDING BENCHES,

BLEACHERS, AND PLAYGROUND EQUIPMENT, SIGNAGE, ETC., UNLESS OTHERWISE

NOTED, ARE TO BE LEFT IN PLACE OR COORDINATED WITH OWNER FOR STORAGE

AND REUSE.

4. CONTRACTOR SHALL RECYCLE ALL MATERIALS FROM EXCAVATED AND DEMOLISHED

FEATURES WHEN POSSIBLE.

5. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING

TREES ON SITE THAT ARE NOT SCHEDULED FOR DEMOLITION FROM CONSTRUCTION

ACTIVITIES. CONTRACTOR SHALL NOT PARK VEHICLES OR EQUIPMENT OR

STOCKPILE MATERIALS UNDER THE DRIP LINE OF EXISTING TREES.

6. VERIFY TREES TO BE REMOVED WITH LANDSCAPE ARCHITECT. TOTAL NUMBER MAY

VARY PENDING CONTRACTOR STAKE OUT, AND ACTUAL SITE CONDITIONS.

CONTRACTOR SHALL REMOVE TREES FROM PREMISES. REMOVE STUMP OR GRIND

ALL STUMPS BELOW GRADE. IF GROUND, REMOVE GROUND WOOD CHIPS AND

BACKFILL WITH COMMON FILL.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ON SITE UTILITIES,

STRUCTURES OR PAVING RESULTING FROM DEMOLITION OR CONSTRUCTION, AND

IS TO REPAIR ANY DAMAGE WHICH OCCURS AT NO ADDITIONAL COST TO OWNER.

8. ALL WORK, ADJUSTMENTS AND INSPECTIONS SHALL BE SUBJECT TO THE APPROVAL

OF THE OWNER.

9. CONTRACTOR SHALL PERFORM WORK WITH MINIMAL IMPACT TO TREES, NATURAL

DRAINAGE, AND VEGETATION OUTSIDE OF THE WORK AREA.

10. "TYPICAL" AND/OR "TYP." MEANS IDENTICAL FOR ALL CONDITIONS MATCHING THE

ORIGINAL DETAIL.

DEMOLITION NOTES

LEGEND

SITE NOTES

PROJECT SITE: 25.78 ACRES

WORK AREA: 2.00 ACRES (APPROXIMATE)

LIMITED TO EXISTING MAINTAINED OPEN SPACE AREAS AND AREAS OF PROPOSED

IMPROVEMENTS. LIMIT OF WORK EXTENDS APPROXIMATELY 3' BEYOND EDGE OF

PATHS AND STRUCTURES. NO HEAVY MACHINERY OR MATERIAL STORAGE ALLOWED

OUTSIDE OF WORK AREA. LIMIT FOOT TRAFFIC OUTSIDE OF WORK AREA. WORK AREA

SHOWN AS SHADED AREA ON PLAN.

CONSTRUCTION ACCESS: CONSTRUCTION ACCESS RIGHT OF WAY SHALL USE

EXISTING MAINTENANCE ACCESS ROUTE FROM BOAT LAUNCH PARKING AREA.

COORDINATE WITH ST. TAMMANY PARISH FOR USE OF EXISTING PARKING AREA.

WETLAND: THIS SITE CONTAINS WETLANDS UNDER THE JURISDICTION OF THE US

ARMY CORPS OF ENGINEERS. WETLAND BOUNDARY SHOWN IS BASED ON WETLAND

DELINEATION FIELD REPORT AND APPROVED JURISDICTIONAL DETERMINATION NO.

MVN-2022-00985-SK. SCOPE OF WORK IN WETLAND AREA LIMITED TO BOARDWALK

ONLY. SCOPE OF WORK IN WETLAND AREA LIMITED TO BOARDWALK ONLY.

EXCAVATION: WALKWAYS AND TRAILS SHALL CLOSELY FOLLOW NATURAL GRADE.

EXCAVATION LIMITED TO STRIPPING VEGETATION DOWN TO BARE EARTH NOT TO

EXCEED 1' BEYOND EDGE OF PATH. NO REMOVAL OF TREES LARGER THAN 2"

CALIPER WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT.

*NOTE:

PROPERTY LINES SHOWN HEREIN ARE FOR REFERENCE ONLY.

PLANS DO NO REPRESENT A PROPERTY BOUNDARY SURVEY.

NO ATTEMPT HAS BEEN MADE BY SJB GROUP, LLC TO VERIFY TITLE,

ACTUAL LEGAL OWNERSHIPS, SERVITUDES, EASEMENTS,

RIGHTS-OF-WAY OR OTHER BURDENS ON THE PROPERTY, OTHER

THAN THAT FURNISHED BY THE CLIENT OR HIS REPRESENTATIVE.

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PROPERTY LINE

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TAMMANY TRACE BIKE TRAIL

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MAIN STREET

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BAYOU LACOMBE

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ADJACENT PROPERTY SINGLE FAMILY RESIDENCE 28254 MAIN STREET

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EXISTING CANAL

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TAMMANY TRACE BIKE TRAIL

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REVISION DESCRIPTION

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DATE

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DESIGNED

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DETAILED

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PARISH/

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CITY

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PROJECT

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NUMBER

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COUNTY

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LOUISIANA LICENSE: SURVEYING FIRM NO. VF 390 ENGINEERING FIRM NO. EF 2119

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ST. TAMMANY

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LACOMBE

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OF 30

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1 INCH = FT.

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( IN FEET )

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GRAPHIC SCALE

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EXISTING CONTOURS (LIDAR)

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PROPERTY LINE

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EXISTING SPOT ELEVATION

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EXISTING TREE TO BE REMOVED

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EXISTING CONCRETE

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EXISTING GRAVEL

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WETLAND AREA

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LIMITS OF WORK AREA

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ADDENDUM NO. 2

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42" HT GUARD RAILING; RE:

BOARDWALK RAILING DETAILS

21'-9"6'

EXISTING TRAIN RELIC TO

REMAIN IN PLACE

RE: PLANTING PLANS

STAIR ACCESS;

7 RISERS

9.8' EL

TRAIN PLATFORM

6.2' EL

NATURAL GRADE

EXISTING PINE

TREE BEYOND

(2) 2X6 TREADS

H.S.S. ADJUSTABLE POSTS

H.S.S. DECK FRAMING

RE: BOARDWALK DETAILS

MATCH ELEVATION

OF TRAIN DECK

39'6' 8'

12'-3"

26'-3"

8'6'

4' 7'

-6

6' -6

4'-3"

'-6

HANDICAP PARKING SIGN

SCALE: 1/2" = 1'-0"SECTIONE

2.5" TUBE STEEL POST WITH CAP;

POWDER COAT BLACK

6' 6"

WHERE APPLICABLE

12" x 18" METAL SIGN

PAVEMENT

8"-10" DIA. CONCRETE BASE

PROFILE

PLAN

3/4" DOWEL HOLE CAST IN WHEEL STOP.

SECTION A-A

2 - NO. 4 CONT.

6'-0"

NO. 4 BAR ANCHOR ROD, 2 REQUIRED

PER WHEEL STOP.

CONCRETE: 12" LENGTH, EMBEDDED

LIMESTONE: 24" LENGTH, DRIVEN IN PLACE

5' TYP.

3000 PSI AT 28 DAYS.

CONCRETE OR AGGREGATE

PAVEMENT

WHEEL STOP - PRECAST

SCALE: 3/4" = 1'-0"SECTIONB

MEAN LOW WATER LINE

0.5' EL (APPROX.)

EXISTING CONCRETE

PAVEMENT

4.7' EL

TOP OF BANK

4.0' EL (AVERAGE)

MEAN HIGH WATER LINE

3' -6

12'7'

'-9

FLOATING DOCK -MAIN FRAME SECTION FLOATING DOCK -DOCK FINGER SECTION

SLOPED KAYAK LAUNCH SECTION WTIH

HANDRAILS AND ROLLERS

3' x 24' GANGWAY; ALUMINUM FRAME AND

DECKING, AS MANUFACTURED BY

BOARDSAFE OR APPROVED EQUAL

CUSTOM SLIDE HINGE CONNECTION

W/ ALUMINUM TREAD PLATE PER

MANUFACTURER

KAYAK LANDING

SCALE: 3/8" = 1'-0"SECTIONA2

GANGWAY FLOAT TANK(S) PER MANUFACTURER

3' x 24' GANGWAY; ALUMINUM FRAME AND

DECKING, AS MANUFACTURED BY

BOARDSAFE OR APPROVED EQUAL

ALUMINUM TUBE HAND

RAILING AT 36" HEIGHT

EXISTING CONCRETE

PAVEMENT

UNDISTURBED

NATURAL GRADE

FLOATING KAYAK DOCK/LANDING - DOCK DOCTORS MEDIUM

DUTY LAUNCH SYSTEM (OWNER PROVIDED). CONNECT TO

GANGWAY PER MANUFACTURER RECOMMENDATIONS

4.7' - EL PAVEMENT

0.5' - EL MEAN LOW WATER

1.5' - EL MEAN HIGH WATER

6' D

8.33% MAX. SLOPE

CUSTOM SLIDE HINGE CONNECTION

W/ ALUMINUM TREAD PLATE PER

MANUFACTURER

L5.2

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O N

KAYAK LANDING

NTSEXISTING CONDITIONS IMAGEA3

EXISTING CONCRETE

PAVEMENT

(TO REMAIN)

RAMP PIVOT

EXISTING STEEL RAIL SUPPORTS

EXISTING METAL GRATE RAMP

TO BE REMOVED

WATER LEVEL APPROX. 0.5' EL

TRAIN EXHIBIT PLATFORM

SCALE: 1/8" = 1'-0"DETAIL PLANC2 TRAIN EXHIBIT RESTORATION

NTSEXISTING CONDITIONS IMAGED

TRAIN PLATFORM; 9.8' EL

NATURAL GRADE; 6.2'± EL

KAYAK LANDING

SCALE: 3/8" = 1'-0"DETAIL PLANA1

EXISTING TRAIN

RELIC TO REMAIN

UPPER PLATFORM

LEVEL BOARDWALK

SECTION

MID-LEVEL

LANDINGACCESSIBLE RAMP

MAX 1:12 SLOPE

RESTORATION NOTES

TRAIN RESTORATION TO INCLUDE REMOVAL OF

VEGETATION, DEBRIS AND ROTTEN WOOD, PREPARATION

AND PAINTING OF ALL STEEL SURFACES, REPAIR OF WOOD

FLOOR IN CAB INTERIOR, REPAIR/REPLACE OF INTERIOR

SIDE PANELING; AND REPLACEMENT OF ROOF PANELING

WITH WOOD SLAT CEILING

REPLACE CEILING PANELING

WITH PAINTED EXTERIOR

BEADBOARD

PREPARE, PRIME, AND PAINT ALL STEEL

SURFACES W/ 2 COATS EXTERIOR RATED

ACRYLIC FLAT BLACK (EXCLUDING

EXTERIOR PLATFORM WALKING SURFACE

AND WHEEL/AXEL ASSEMBLY BENEATH

FRAME

PREPARE, PRIME, AND COAT FLAT

PLATFORM SURFACE WITH HIGH

SURFACE FRICTION/ HIGH DURABILITY

FLOOR PAINT SUITABLE FOR EXTERIOR

METAL APPLICATION

REPLACE CEILING PANELING

WITH PAINTED EXTERIOR

BEADBOARD

REPLACE INTERIOR FLOORING

WITH TONGUE & GROOVE PINE

DECKING; STAINED AND SEALED

REMOVE DEBRIS AND VEGETATION AS

NEEDED

STAIR ACCESS

PLANTING AREA

RE: PLANTING PLANSEXISTING TREES

TO REMAIN

TRAIN EXHIBIT PLATFORM

SCALE: 1/4" = 1'-0"ELEVATIONC1 ALT NO. 3

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PARKING

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HANDICAPPED

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ACCESSIBLE

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VAN

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DESIGNED

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DETAILED

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LOUISIANA LICENSE: SURVEYING FIRM NO. VF 390 ENGINEERING FIRM NO. EF 2119

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ST. TAMMANY

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LACOMBE

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2X6 WOOD DECKING

COMPACTED

SUBGRADE

PRE-FABRICATED

BOARDWALK FRAMING

51 2"

CONCRETE ABUTMENT

INTEGRATED WITH 1' EDGE BAND

WELDED 3"x3"x6" ANGLE

MOUNTING BRACKET (PER

BOARDWALK

MANUFACTURER)

2" x 8" CONCRETE ANCHOR

WITH WASHER AND NUT;

EPOXY SET

RAILING BEYOND

51 2"

2x6 WOOD DECKING

8" MIN.

CUT BLOCK AS NEEDED TO

ACHIEVE SPECIFIED

ELEVATION

ENGINEERING INTERLOCKING

BLOCK RETAINING WALL

SYSTEM

LIMESTONE

PAVING

CUT OR NOTCH

WALL CAP AS

NEEDED

CONCRETE OR MASONRY

BLOCKING AS NEEDED TO

PREVENT SOIL INTRUSION

PRE-FABRICATED

BOARDWALK FRAMING

2" x 8" CONCRETE ANCHOR

WITH WASHER AND NUT;

EPOXY SET

WELDED 3"x3"x6" ANGLE

MOUNTING BRACKET (PER

BOARDWALK

MANUFACTURER)

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BOARDWALK ABUTMENT @ CONCRETE BAND

SCALE: 1" = 1'-0"SECTIONA BOARDWALK ABUTMENT @ RETAINING WALL

SCALE: 1" = 1'-0"SECTIONB

* NOTE:

BOARDWALK DETAILS SHOWN FOR REFERENCE ONLY;

OWNER WILL PROVIDE A PRE-ENGINEERED AND

PRE-FABRICATED BOARDWALK SYSTEM PER PLAN AND

DETAIL DRAWINGS SHOWN HEREIN AND ACCORDING TO

SPECIFICATION SECTION 133400, FOR INSTALLATION BY

CONTRACTOR. HANDRAIL AND CURBING MATERIALS ARE

PROVIDED AS PART OF THE BOARDWALK SYSTEM PACKAGE.

HORIZONTAL RAILS AND CABLING ARE PROVIDED IN

STANDARD LENGTHS FOR FIELD CUTTING BY CONTRACTOR

DURING INSTALLATION.

BASIS OF DESIGN:

WICKCRAFT BOARDWALKS - PAN FOOT WALKWAY SYSTEM

WITH WOOD DECKING AND WOOD/CABLE RAILING

LIMIT OF WORK: WORK AREA SHALL NEED EXCEED 3'

BEYOND OUTSIDE EDGE OF BOARDWALK; FOOT TRAFFIC

ONLY ALLOWED IN WETLAND AREA.

PRELIM

ARY

R R

EFE

RENCE O

NLY

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Lacombe Trace Park_DRAWINGS_L5.4_ADD2_241209.pdf

Sheets and Views

L5.4

Lacombe Trace Park_DRAWINGS_L5.2_ADD2_241209.pdf

Sheets and Views

L5.2

Lacombe Trace Park_DRAWINGS_L1.0_ADD2_241209.pdf

Sheets and Views

L1.0

File details come from the government source that posted it. Updated Dec 16, 2024.