audubon nature institute 26_1008 GOLDRING WOLDENBERG PARK PHIII - ABOVE DECK - ADDENDUM _1.pdf

ADDENDUM NO. 1

A D D E N D U M N O . 1 10/08/2026

RE: Goldring Woldenberg Park Phase III – Above Deck

EDR Project No. 22090

FROM: Eskew+Dumez+Ripple

400 Lafayette Street, Suite 300

New Orleans, Louisiana 70130

(504) 561-8686

TO: Prospective Bidders

This Addendum forms a part of the Contract Documents and modifies the original Procurement Documents dated 05/01/2026 as noted below.

Acknowledge receipt of this Addendum in the space provided on the Bid

Form. Failure to do so may subject Bidder to disqualification.

This Addendum consists of (3) Pages in addition to the enumerated specification sections and drawing sheets.

PRIOR APPROVALS

The following manufacturers, materials, products or equipment have been submitted for approval. Items listed are approved for use on the Project if all requirements of the Documents are satisfied (except those indicated as “Not

Approved”)

NONE

CHANGES TO PRIOR ADDENDA

CHANGES TO INTRODUCTORY INFORMATION

CHANGES TO PROCUREMENT REQUIREMENTS

SECTION 00 11 13 – ADVERTISEMENT FOR BIDS: change the bid date and time noted in the second and third paragraphs to October 22, 2026 at 1:00 pm CST.

SECTION 00 22 13 – SUPPLEMENTARY INSTRUCTIONS TO BIDDERS: in Article

3.3.2, change “seven (14) working days” to read “fourteen (14) working days”.

CHANGES TO CONTRACTING REQUIREMENTS

CHANGES TO SPECIFICATIONS

The following Section(s) have not previously been issued and are introduced as Procurement Documents as part this Addendum, attached herein:

SECTION 01 15 00 – ALCTIVITY LIMITATIONS

SECTION 01 23 00 – ALTERNATES

SECTION 32 14 00 – UNIT PAVING

The following Section(s) are hereby deleted from the Procurement

Documents:

The following Section(s) are hereby modified as part of this Addendum:

SECTION 00 01 01 – TABLE OF CONTENTS: add the following sections:

SECTION 01 15 00 – ACTIVITY LIMITATIONS

SECTION 01 23 00 – ALTERNATES

SECTION 32 14 00 – UNIT PAVING

SECTION 07 14 00 – FLUID APPLIED WATERPROOFING

Add the following under Paragraph 1.01-A-1.:

“2. Vertical wall drainage mat.”

Add the following under Paragraph 2.01-A.:

“B. Vertical wall drainage mat:

1. J-Drain, model SWD.

2. American Wick Drain, model SITEDRAIN STRIP 9400.

3. Hanes Geo components, model TerraDrain Strip 900.”

CHANGES TO DRAWINGS

1. The following Drawing Sheet(s) have not previously been issued and are introduced as Procurement Documents as part of this Addendum, attached herein:

Event Egress Dates and Map: This sketch is added to show emergency egress routes or major events during the dates listed. Contractor shall coordinate emergency access with the Owner during these time periods.

The following Drawings Sheet(s) are hereby replaced as part of this

Addendum, attached herein:

2. SHEET 1.10 – OVERALL SITE PLAN

3. SHEET TP1.10 - TREE PROTECTION FENCE DETAIL

4. SHEET 1.20 - DEMO PLAN, AREA A

5. SHEET 1.40 - SITE DETAILS

6. SHEET 1.41 - SITE DETAILS

7. SHEET C15.3 - CIVIL – DETAILS AND SECTIONS 1 0F 2

8. SHEET L9.00 - SITE DETAILS

9. SHEET L9.01 - SITE DETAILS

10. SHEET E2.1 - SITE PLAN – ELECTRICAL – DEMO – SECTION A

11. SHEET E2.3 - SITE PLAN – ELECTRICAL – NEW – SECTION A

ATTACHMENTS

Miscellaneous o Pre-Bid meeting agenda and sign-in sheets o Event Egress Dates and Map

Specifications o SECTION 01 15 00 – ACTIVIY LIMITATIONS o SECTION 01 23 00 – ALTERNATES o SECTION 32 14 00 – UNIT PAVING

Drawings o 26_1008 GOLDRING WOLDENBERG PARK PHASE III – ABOVE DECK –

ADDENDUM #1 – DRAWINGS

END OF ADDENDUM NO. 1

AGENDA

PRE-BID MEETING

Goldring Woldenberg Park Phase III - Above Deck EDR Project No. 22090

Date of Meeting / Time 01 October 2026/ 1:00 p.m

Location of Meeting 1 Cana Street, New Orleans, LA 70113, CR-Downtown Gulf Conference room

Owner/Design Team Cecilie Halliwill-Primeaux, Senior Director of Procurement & Risk Management / Audubon Nature Institute Jackson Kerby, VP of Construction & Exhibitry / Audubon Nature Institute Katherine Randall, Senior Project Manager / Audubon Nature Institute Andy Redrnon, Senior Associate / Eskew Dumez Ripple Daniel Ruff, Designer / Eskew Dumez Ripple Shaohuai Xing, Associate / Spockrnan Mossop Michaels, inc.

Robert Bagnetto, Civil/Structural Engineer / Woldemar Nelson to Introductions - Reminder to Sign- in

2.0 General Requirements & Bid Procedures

2.1 Public Bid Law Title 38 & 2 CFR Part 200 Federal Regulations Apply

2.2 Bid Bond 5% & 100% P & P from awarded contractor.

2.3 Bid Document Access (free): bidnetdirect.com

www.bidnetdrrect.com/louisiana/audubo nature nst tute

2.4 Equipment and Materials are Tax Exempt. Do not include taxes in bid price.

2.5 Contract Completion -215 days from contract award.

2.6 Liquidated Damages - $1,000/Calendar Day

2.7 Bids due: October 15, 2026 at loam - Administrative Building at Audubon Zoo Attn: Cecilie H. Primeaux 6500 Magazine Street New Orleans, LA 70118 in a Sealed

Envelope or online through www.bidnetdirect com/louisiana/audubonnature nstitute.

Late bids will not be accepted.

01 October 2026

PRE-BID AGENDA

" Reference provisions included in the Levee Safety Permit as part of the Project Manual under section 0031 00, particularly weight limitations of machinery traversing the flood wall.

5.0 Construction Documents Review / Project Summary

5.1 Existing Conditions

5.2 New Scope & Construction Documents review

- Demolition

- Grading and site walls

Paving Electrical / Light poles Misc scope / site furnishings

6.0 Questions from Bidders - all questions shall be submitted in writing.

7.0 Site Visit / Walkthrough

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01 OCT 2026 1:00 PM

PURPOSE OF MEETING

ATTENDEES

NAME

1 Canal Street, New Orleans, LA 70113, CR-Downtown Gulf Conference Room

MEETING RECORD

Goidring Woldenberg Park Phase Ill Above Deck - Pre-Bid Meeting

ORGANIZATION

DEPT. / DISCIPLINE

EMAIL ADDRESS TELEPHONE

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ENLARGEMENT PLAN, SEE L1.04

GENERAL NOTES

1. THE CONTRACTOR SHALL LAYOUT ALL SITE

ELEMENTS FOR APPROVAL BY THE LANDSCAPE

ARCHITECT PRIOR TO THE START OF

CONSTRUCTION. THE CONTRACTOR SHALL

REPORT ANY DISCREPANCIES IN WRITING TO

THE LANDSCAPE ARCHITECT.

2. THE CONTRACTOR SHALL NOT PROCEED

UNDER UNCERTAINTY AND SHALL ASSUME

FULL RESPONSIBILITY OF ALL COSTS FOR

REVISIONS DUE TO FAILURE TO GIVE SUCH

NOTIFICATIONS.

01 MAY 2026

EskewDumezRipple

365 CANAL STREET, SUITE 3150

NEW ORLEANS, LOUISIANA 70130

EDR PROJECT NO. |

© Eskew+Dumez+Ripple A Professional Corporation

REVISIONS

PROJECT ISSUE DATE |

DRAWN BY |

The intent of the Contract Documents is to include all items necessary for proper execution and completion of the work by Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results.

LANDSCAPE ARCHITECTS

1824 Sophie Wright Place, New Orleans | LA | 70130 T: 504.218.8991

3/ 1/

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100% CD

WOLDENBERG PARK

IMPROVEMENTS PHASE 3

1 CANAL ST

NEW ORLEANS, LA 70130

22020

01 MAY 2026

SMM L1.00

LAYOUT KEY PLAN

Scale:

1"=30'-0" 15 30 60

1 LAYOUT KEY PLAN

Scale: 1"=30'-0" Plan N

Egress needs to be available for the following high-traffic events.

New Years Eve: 12/28/27 - 01/01/27 Mardi Gras: 2/3/27 - 2/10/27 French Quarter Fest: 4/5/27 - 4/19/27

Project 23090 08 October 2026

Goldring Woldenberg Park Phase III – Above Deck Addendum #1

ACTIVITY LIMITATIONS

01 15 00 - 1

SECTION 01 15 00

ACTIVITY LIMITATIONS

PART 1 – GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section includes provisions for construction operations on the Owner’s property performed by the Contractor or any party providing goods or services as a part of this contract.

Project including, but not limited to, the following:

1. Construction Coordination.

2. Public and ANI Staff Access.

3. Contractor’s use of the Owner’s property.

4. Construction Limits.

5. Penalties.

B. Related Sections include the following:

1. Division 1 Section “Construction Progress Documentation” for Preparing and submitting Contractor’s Construction Schedule.

2. Division 1 Section “Execution” for procedures for coordinating general installation and field –engineering services, including establishment of benchmarks and control points.

1.03 COORDINATION

A. General: Promptly upon award of the contract, notify all pertinent personnel regarding requirements of this Section.

B. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.

C. Prepare memoranda for distribution to each party involved, outlining special procedures required for activities. Include such items as required notices and reports.

D. Construction Limits and Staging Areas: To as great an extent as possible, the Contractor has been assigned permanent construction limits, storage and staging areas, and access routes.

Goldring Woldenberg Park Phase III – Above Deck Addendum #1

ACTIVITY LIMITATIONS

01 15 00 - 2

E. The owner frequently hosts events near and around the project site. Coordinate with the owner on event schedules and related safety protocols.

1. The following dates indicate time when no work may occur on the Project site due to events in the proximity of the Project site. The Owner retains full discretion whether to allow work to occur or not on the Project during these dates.

a. December 28, 2026 thru January 1, 2027

b. February 2, 2027 thru February 10, 2027

c. April 5, 2027 thru April 19, 2027

1.04 CONTRACTOR’S ACCESS

A. Deliveries: To avoid traffic conflict with Local Residents, and to avoid overloading of streets and driveways elsewhere on the Owner’s property, limit the access of trucks, deliveries of materials and tools, workmen, and all other equipment to a route agreed to by both the General Contractor and by the Owner.

1. No delivery of materials for the work of this Contract will be accepted at facility gates or offices other than that established by the prior approval of the owner. Contractor to coordinate designated delivery access with Owner prior to any deliveries.

1.05 CONTRACTOR’S ACCESS TO THE CONSTRUCTION SITE

A. General: Require Contractor’s vehicles, vehicles belonging to employees of the Contractor, and all other vehicles and workmen entering upon the Owner’s property in performance of the work of the Contract, to use only the Access Route agreed to by both the General Contractor and by the Owner.

1. Restore the construction Access Route as indicated on the drawings following completion of the Work.

2. Secure all Street Use or other permits required for this Access Route.

3. Provide the specified construction fencing along all edges of the construction access route if one is not already present. If using an existing fence, the fence must be restored to its original condition.

4. There is no access to be granted outside of Construction areas at any time during construction.

1.06 STAGING, PARKING, AND STORAGE AREAS

A. General: Staging and storage areas to be discussed at preconstruction meeting and agreed to by both the General Contractor and by the Owner.

Goldring Woldenberg Park Phase III – Above Deck Addendum #1

ACTIVITY LIMITATIONS

01 15 00 - 3

1. The Contractor will provide all required arrangements for offsite storage and staging of materials.

2. The Contractor designated parking and site access must be reviewed and approved by the Owner.

3. Upon completion of the project, the staging and surrounding area are to be cleaned of all materials and trash.

1.07 SECURITY AND SAFETY

A. General: Restrict the access of all persons entering upon the Owners’ property in connection with the Work to the limit of work lines shown on the plans.

1. Normal Hours of Work are between 7:00 a.m. – 5:00 p.m, Monday through Friday.

2. Notify Owner’s security of any work to be performed outside the normal hours of work;

Owner approval and pre-scheduling is required.

3. The Contractor is responsible for maintaining public safety in and around the construction site. Provide temporary fencing or other methods as the Contractor deems appropriate.

4. The General Contractor’s Superintendent shall be on site at any and all times Work is in progress.

5. The Contractor and all associated subcontractors will follow the rules outlined in the 2023 Audubon Contractor Handbook following this section.

B. Locking Gates: All gates must be closed and locked at all times except during actual passage of workmen, supplies, or equipment.

1. Coordinate keying and key control procedures with the Owner.

2. If a gate is required to be open for an extended period of time, the Contractor will notify the Audubon Project Manager and include manned oversight.

C. Safety:

1. Secure or chain ladders and other equipment when not in use and after working hours to prevent use by vandals.

1.08 KEEPING ROADS AND STREETS CLEAN

A. Vehicle Wash Down: Establish a wash down area (stone construction exit) as indicated on the drawings. All vehicles leaving the site are to use this facility to prevent soil or other debris from being distributed on the roads/streets outside of the project site. The wash down area must be cleaned/refurbished as required to maintain its effectiveness at providing a soil free surface for complete vehicle wash off.

Goldring Woldenberg Park Phase III – Above Deck Addendum #1

ACTIVITY LIMITATIONS

01 15 00 - 4

B. Debris left on roads and streets outside the project area must be cleaned by the Contractor immediately upon discovery.

C. Concrete washout pit: located next to the wash down area, all washout of concrete trucks and equipment must occur in this location.

1.09 PENALTIES

A. General: Contractor shall be aware that the Owner will assess a fine of $1000.00 (One Thousand Dollars) plus the cost to repair any damages resulting from the violation. This penalty will be assessed for each and every violation of the following list of required items. Charges will be assessed on a per occurrence, per day basis.

1. Starting work without specified construction fence.

2. Storage of materials outside of the staging area or limit of work line.

3. Parking outside of the designated areas.

4. Leaving the access gate open and unattended.

5. Access fence or gate not dog tight (does not apply to Owner supplied gate).

6. Concrete truck or equipment washout outside of designated area.

7. Soil or debris distributed on roads/streets outside of the project site.

8. Failure to completely clean up the staging and surrounding area within thirty (30) days after substantial completion.

PART 2 – PRODUCTS

2.01 (NOT USED)

PART 3 – EXECUTION

3.01 (NOT USED)

3.02 END SECTION 01 15 00

END OF SECTION 01 15 00

Project 22090 8 October 2026

Goldring Woldenberg Park Phase III – Above Deck Addendum #1

ALTERNATES

01 23 00 - 1

SECTION 01 23 00

PART 1 - GENERAL

1.01 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.02 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form as a separate item for certain work defined in the Bidding Requirements that may be added to or deducted from the base bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.

1.03 PROCEDURES

A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates.

C. Execute accepted alternates under the same conditions as other work of the Contract.

D. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

1.04 PART 2 - PRODUCTS (NOT USED)

PART 3 EXECUTION

2.01 SCHEDULE OF ALTERNATES

A. Alternate No. 1 – Additional Light Poles

Project 22090 8 October 2026

Goldring Woldenberg Park Phase III – Above Deck Addendum #1

01 23 00 - 2

1. (7) Additional light poles to be installed at existing light pole locations as referenced on the drawings noted as ADD ALTERNATE #1. Existing poles to be demolished.

2. This alternate is an add alternate.

B. Alternate No. 2 – Landscape Fencing at Electrical Equipment

1. Add landscape fencing around electrical equipment at two locations referenced on the drawings noted as ADD ALTERNATE #2.

2. This alternate is an add alternate.

END OF SECTION 01 23 00

Project 22020

Goldring Woldenberg Park Phase III – Above Deck Addendum #1

UNIT PAVING

32 14 00 - 1

SECTION 32 14 00

UNIT PAVING

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

B. Refer to Architectural Drawings and Specifications for the salvaged brick paver requirements.

1.02 SUMMARY

A. Section Includes:

1. Mortar setting bed for brick pavers.

2. Mortar joint for brick pavers.

1.03 ACTION SUBMITTALS

A. Product Data: For materials other than water and aggregates.

B. Samples for Verification:

1. Joint materials involving color selection.

1.04 INFORMATIONAL SUBMITTALS

A. Material Certificates: For unit pavers. Include statements of material properties indicating compliance with requirements, including compliance with standards. Provide for each type and size of unit.

1.05 QUALITY ASSURANCE

A. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.

1. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.

C. Preinstallation Conference: Conduct conference at Project site two weeks prior to installation.

1.06 FIELD CONDITIONS

A. Cold-Weather Protection: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen subgrade or setting beds. Remove and replace unit paver work damaged by frost or freezing.

32 14 00 - 2

B. Weather Limitations for Mortar and Grout:

1. Cold-Weather Requirements: Comply with cold-weather construction requirements contained in TMS 602/ACI 530.1/ASCE 6.

2. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in TMS 602/ACI 530.1/ASCE 6. Provide artificial shade and windbreaks and use cooled materials as required. Do not apply mortar to substrates with temperatures of 100 deg F (38 deg C) and higher.

PART 2 PRODUCTS

2.01 SALVAGED BRICK PAVERS

A. Refer to architectural drawings.

2.02 ACCESSORIES

A. Mortar Joint: Commercial Grade Type S Mortar, ASTM C270 and C1714

B. Color: Gray to match the joint color of the surrounding existing mortar-set brick edging in the park.

2.03 MORTAR SETTING BED MATERIAL:

A. Portland Cement: ASTM C 150/C 150M, Type I or Type II.

B. Sand: ASTM C 144.

C. Latex Additive: [Manufacturer's standard] [acrylic resin] [or] [styrene-butadiene-rubber] water emulsion, serving as replacement for part or all of gaging water, of type specifically recommended by latex-additive manufacturer for use with field-mixed portland cement and aggregate mortar bed, and not containing a retarder.

D. Water: Portable.

32 14 00 - 3

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine areas indicated to receive paving, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance.

3.02 PREPARATION

B. Remove substances from concrete substrates that could impair mortar bond, including curing and sealing compounds, form oil, and laitance.

C. Sweep concrete substrates to remove dirt, dust, debris, and loose particles.

3.03 INSTALLATION, GENERAL

D. Do not use unit pavers with chips, cracks, voids, discolorations, or other defects that might be visible or cause staining in finished work.

E. Mix pavers from several pallets or cubes, as they are placed, to produce uniform blend of colors and textures.

F. Cut unit pavers with motor-driven masonry saw equipment to provide clean, sharp, unchipped edges. Cut units to provide pattern indicated and to fit adjoining work neatly. Use full units without cutting where possible. Hammer cutting is not acceptable.

1. For concrete pavers, a block splitter may be used.

G. Tolerances: Do not exceed 1/32-inch unit-to-unit offset from flush (lippage) or 1/8 inch in 10 feet from level, or indicated slope, for finished surface of paving.

3.05 REPAIRING AND CLEANING

K. Remove and replace unit pavers that are loose, chipped, broken, stained, or otherwise damaged or that do not match adjoining units prior to substantial completion. Provide new units to match adjoining units and install in same manner as original units, with same joint treatment and with no evidence of replacement.

END OF SECTION 32 14 00

32 14 00 - 4

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MISSISSIPPI

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AREA A AREA B

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AUDUBON AQUARIUM

EXISTING

MEMORIAL

EXISTING

SCULPTURE

EXISTING

PAVILLION

EXISTING

CONCESSIONS

BLDG

EXISTING

MONUMENT

EXISTING CELL TOWER

EXISTING CELL TOWER

EXISTING CELL TOWER

EXISTING CELL TOWER

EXISTING CELL TOWER

EXISTING CELL TOWER

LIMITS OF WORK

LIMITS OF WORK

MISSISSIPPI RIVER

1. THIS SURVEY WAS FURNISHED BY THE OWNER FOR USE ON THIS

PROJECT AND WAS NOT PREPARED BY THE ARCHITECT WHO IS

THEREFORE NOT RESPONSIBLE FOR ITS CONTENT.

2. VERIFY LOCATION OF ALL EXISTING SITE ELEMENTS.

3. TYPE 1,2,3,&4 REFER TO LIGHT POLE BASE TYPES.

4. ALL EXISTING CIRCULAR CELL TOWERS TO BE PROTECTED

DURING CONSTRUCTION.

GENERAL NOTES

AREA A AREA BMISSISSIPPI RIVER

EXISTING

PAVILLION

EXISTING

CONCESSIONS BLDG

AUDUBON AQUARIUM

LIMITS OF WORK

14 16

CONSTRUCTION FENCE

ASSUMED LOCATION OF EXISTING BOX LEVEE

/1 1.20 /1 1.21

MAINTAIN PUBLIC USE PATH

+/- 193'-0 75/128"

CONSTRUCTION FENCE

CONSTRUCTION FENCE

LIMITS OF WORK

MAINTAIN PUBLIC USE PATH

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EskewDumezRipple

NEW ORLEANS, LA | WASHINGTON, DC

EDR PROJECT NO. |

© Eskew+Dumez+Ripple A Professional Corporation

REVISIONS

PROJECT ISSUE DATE |

The intent of the Contract Documents is to include all items necessary for proper execution and completion of the work by Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results.

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OVERALL SITE PLAN

GOLDRING WOLDENBERG PARK

PHASE III - ABOVE DECK

1 CANAL ST

NEW ORLEANS, LA 70130

22090

01 MAY 2026

SCALE: 1" = 50'-0"1.10

01 EXISTING SITE PLAN

T R

U E

N O

R T

H

N

SCALE: 1" = 50'-0"1.10

2 OVERALL SITE PLAN

01 NUMBER TAGS KEY TO SITE PHOTOS ON SHEET 1.22

08 OCT 2026 ADDENDUM 1

NOTES:

1. NO PRUNING SHALL BE PERFORMED

EXCEPT BY AN APPROVED ARBORIST.

2. NO EQUIPMENT SHALL OPERATE INSIDE

THE PROTECTIVE FENCING, INCLUDING

DURING FENCE INSTALLATION AND

REMOVAL.

3. SEE TREE PROTECTION PLAN FOR ANY

MODIFICATIONS WITH THE TREE

PROTECTION AREA.

4. CONTRACTOR SHALL AIR SPADE

PROPOSED TREE PROTECTION FENCE

POST LOCATIONS TO IDENTIFY AND

AVOID EXISTING ROOTS PRIOR TO

DRIVING OR INSTALLING POSTS. POSTS

SHALL BE ADJUSTED AS NECESSARY TO

AVOID DAMAGE TO EXISTING ROOTS.

6'-0" M

IN

POST SPACING 10'-0" MAX.

CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA

CHAIN LINK FENCING (01 56 39)

2" x 6' STEEL POSTS OR

APPROVED EQUAL

2"-6" THICK LAYER OF MULCH

IN TREE WELL (01 56 39)

MAINTAIN EXISTING GRADE

WITH TREE PROTECTION

FENCE UNLESS OTHERWISE

INDICATED ON THE PLANS 01 MAY 2026

EskewDumezRipple

365 CANAL STREET, SUITE 3150

NEW ORLEANS, LOUISIANA 70130

EDR PROJECT NO. |

© Eskew+Dumez+Ripple A Professional Corporation

REVISIONS

PROJECT ISSUE DATE |

DRAWN BY |

The intent of the Contract Documents is to include all items necessary for proper execution and completion of the work by Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results.

LANDSCAPE ARCHITECTS

1824 Sophie Wright Place, New Orleans | LA | 70130 T: 504.218.8991

3/ 1/

:5

8:

P M

100% CD

GOLDRING WOLDENBERG PARK

PHASE III – ABOVE DECK

1 CANAL ST

NEW ORLEANS, LA 70130

22020

01 MAY 2026

SMM TP1.10

TREE PROTECTION FENCE DETAIL

1 TREE PROTECTION FENCING

Scale: N.T.S

DETAIL

01 Addendum #1 10/08/2026

AREA B

D8D8

D12

D12

D12 D12

D12D12

D1

D2

D3

D14

D14

D14

D3

D18

D3

D3

D3 D18

D3 D3

D3

D3

D13 D13

D3

D3

D3

D3

D16

D16

D16

D3

NOT IN SCOPE

D18

D3

D3

D3

D3

D3

D3

D3

D21D21

D17

D17

MISSISSIPPI RIVER

D19

EEE

E

D11

D11

D3

D3

D18

D3

D3

D20D20D23 D20D20D23

D12

ASSUMED FRONT WALL OF BOX LEVEE, VIF

D21

D21

AREA A

VIF1'-4

DEMO LIGHT POLE AS

ADD ALTERNATE #1

DEMO LIGHT POLE AS

ADD ALTERNATE #1

DEMO LIGHT POLE AS

ADD ALTERNATE #1

DEMO LIGHT POLE AS

ADD ALTERNATE #1

DEMO LIGHT POLE AS

ADD ALTERNATE #1

DEMO LIGHT POLE AS

ADD ALTERNATE #1

DEMO LIGHT POLE AS

ADD ALTERNATE #1

D16

4'-0" 4'-0"

4'-0"

4'-0"

4'-0"

VIF

VIF

D24

D24

D18

D14

D14

D14

D14 D14

D12D12

CONTRACTOR TO PROVIDE ALTERNATIVE

ADA ACCESSIBLE PATHWAY TO AQUARIUM

DURING CONSTRUCTION.

CLARIFICATION OF REFERENCE DESIGNATIONS

FOR DEMOLITION (02 41 00)

EXISTING HARDSCAPE TO BE DEMOLISHED. BRICK

IN ACCEPTABLE CONDITION TO BE SALVAGED AND

USED FOR BRICK EDGE BANDING ON NEW

PATHWAYS.

REMOVE EXISTING LIGHT POLE, SALVAGE LIGHT

POLE HEAD AND DISPOSE OF LIGHT POLE.

REMOVE TRASH CAN AND REINSTALL AFTER

HARDSCAPE REPLACEMENT.

EXISTING LIGHT POLE TO REMAIN.

EXISTING LIGHT BOLLARD TO BE REMOVED.

EXISTING SITE ELEMENT TO REMAIN.

REMOVE EXISTING DOUBLE FIXTURE LIGHT POLE.

INSTALL NEW LANDSCAPE FORM SINGLE FIXTURE

AREA LIGHT POLE.

INSTALL NEW LANDSCAPE FORM DOUBLE FIXTURE

AREA LIGHT POLE.

EXISTING CELL TOWER AND FIXTURES TO REMAIN.

RENOVATION GRAPHICS

(UNLESS OTHERWISE INDICATED)

1. THIS SURVEY WAS FURNISHED BY THE OWNER FOR USE ON THIS

PROJECT AND WAS NOT PREPARED BY THE ARCHITECT WHO IS

THEREFORE NOT RESPONSIBLE FOR ITS CONTENT.

2. VERIFY LOCATION OF ALL EXISTING SITE ELEMENTS.

3. TYPE 1,2,3,&4 REFER TO LIGHT POLE BASE TYPES.

4. ALL EXISTING CIRCULAR CELL TOWERS TO BE PROTECTED

DURING CONSTRUCTION.

GENERAL NOTES

NTATE

OF LO U I

I A A

R

TEGIST ERED A RCH IT

EC

S

REG. NO. 7896

S

C H

RIS

T AN RODRIGUEZ

I

EskewDumezRipple

NEW ORLEANS, LA | WASHINGTON, DC

EDR PROJECT NO. |

© Eskew+Dumez+Ripple A Professional Corporation

REVISIONS

PROJECT ISSUE DATE |

The intent of the Contract Documents is to include all items necessary for proper execution and completion of the work by Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results.

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100% CD

DEMO PLAN, AREA A

GOLDRING WOLDENBERG PARK

PHASE III - ABOVE DECK

1 CANAL ST

NEW ORLEANS, LA 70130

22090

01 MAY 2026

SCALE: 1" = 20'-0"1.20

1 DEMO PLAN AREA A

T R

U E

N O

R T

H

N

D1 DEMOLISH EXISTING BRICK WALKWAY AND BASE, PREP FOR

NEW WALKWAY IN PLACE

D2 REMOVE EXISTING BRICK. SALVAGE BRICK IN USABLE

CONDITION FOR REINSTALLATION

D3 REMOVE EXISTING LIGHT POLE AND BASE PLATE - SALVAGE

LIGHT POLE HEAD AND DISPOSE OF LIGHT POLE.

D8 PROTECT EXISTING STATUE AND SURROUNDING HARDSCAPE

D11 PROTECT EXISTING INFRASTRUCTURE

D12 PROTECT TREES WITH FENCING DURING SITE DEMO AND

GRADING, REFER TO LANDSCAPE TREE PROTECTION PLAN FOR

TREE DEMOLITION NOTES

D13 REMOVE BENCH AS NECESSARY FOR HARDSCAPE OR PLANTER

WALL REPLACEMENT. SALVAGE. REFINISH AND REINSTALL

D14 REMOVE TRASH CAN AS NECESSARY, SALVAGE. TO BE

REINSTALLED

D16 REMOVE PLANTER WALL COMPONENTS AS NECESSARY TO

REPAIR AS SHOWN IN DETAIL 4/1.40

D17 REMOVE AND SALVAGE EXISTING BENCH

D18 EXISTING CELL TOWER AND FIXTURES TO REMAIN, PROTECT

DURING CONSTRUCTION

D19 DEMOLISH STAIR

D20 EXISTING BOLLARD TO REMAIN

D21 EXISTING BENCH AND PAD TO REMAIN. REMOVE BENCH AS

NECESSARY TO REPAIR PLANTER WALL, INSTALL IN PLACE

ONCE COMPLETE

D23 REMOVE AND SALVAGE EXISTING STAINLESS STEEL BOLLARD

AND BASE TO BE REINSTALLED IN SAME PLACE

D24 REMOVE EXISTING DRINKING FOUNTAIN - SALVAGE AND

RETURN TO OWNER

EXISTING CONCRETE CURB

REMOVE EXISTING BASEPLATE AT BALUSTER

AND WELD NEW 1/4" STEEL BASEPLATE AND

FASTEN TO EXISTING CONCRETE CURB

EXISTING RAILING. STRIP EXISTING PAINT,

REPAIR, AND PAINT (09 96 00)

INSTALL 3/4" STEEL HANDRAIL ATTACHMENT.

WELD TO EXISTING BALUSTERS AND SMOOTH

TO MATCH. PAINT (09 96 00)

POLISH EXISTING STAINLESS STEEL TOPRAIL

AND SECONDARY RAILS

INSTALL 1 1/2" DIAMETER STAINLESS STEEL

TOPRAIL. POLISH AND FINISH TO MATCH

EXISTING RAILS

1'-0"

1'-4"

1.40

EXISTING CONCRETE CURB

REMOVE EXISTING BASEPLATE AT BALUSTER

AND WELD NEW 1/4" STEEL BASEPLATE AND

FASTEN TO EXISTING CONCRETE CURB

EXISTING RAILING. STRIP EXISTING PAINT, REPAIR,

AND PRIME AND PAINT (09 96 00)

INSTALL 3/4" STEEL HANRAIL ATTACHMENT.

WELD TO EXISTING BALUSTERS AND SMOOTH

TO MATCH. PAINT (09 96 00)

POLISH EXISTING STAINLESS STEEL TOPRAIL

AND SECONDARY RAILS

INSTALL 1 1/2" DIAMETER STAINLESS STEEL

TOPRAIL. POLISH AND FINISH TO MATCH

EXISTING RAILS

/2

/2

/4

/2

/4

0'-1 1/2" 0'-2"

0'-1 1/2"

EXISTING CAST STONE STEPS

BEYOND

REMOVE EXISTING LIGHT POLE AND

INSTALL LANDSCAPE FORM AREA LIGHT

POLE IN SAME PLACE, SEE ELECTRICAL

DEMO EXISTING LIGHT POLE BASE

EXISTING HARDSCAPE TO REMAIN

DRAINAGE MAT (07 14 00)

FLUID-APPLIED

WATERPROOFING (07 14 00)

INSTALL CONCRETE LIGHT POLE BASE

TO MATCH EXISTING DIMENSIONS, VIF

VIF

4'-0"

EXISTING WHARF DECK

1/2 RADIUS CHAMFER, TROWEL

SMOOTH FINISH ON CONCRETE,

CONCTRACTOR TO MOCK-UP BEFORE

INSTALLATION

SEE CIVIL FOR STRUCTURAL

CONCRETE

T O

W H

A R

F D

E C

K1

V

IF

SALVAGE EXISTING BLUESTONE CAP AND REMOVE GROUT,

REGROUT SALVAGED BLUESTONE CAP IN PLACE.

IF CAP IS MISSING REPLACE IN KIND

REMOVE DAMAGED PLASTER AND METAL LATHE FROM

EXISTING CMU PLANTER WALL. INSTALL PLASTER AND PAINT

TO MATCH EXISITNG (09 24 00)

INSTALL SALVAGED BRICK

BACKER ROD & SEALANT

1/2" SPACER

V A

R

IE

S

/4

/8

/8

V

A R

IE

S

EXISTING CMU PLANTER WALL

0'-0 1/4"

0'-0 3/4"

PLASTER SCREED

PLASTER WEEP SCREED

SUBBASE , SEE CIVIL

EXISTING WHARF DECK

VERIFY LOCATION ON SITE

CONCRETE SIDEWALK BASE,

SEE CIVIL

INSTALL GALVANIZED LATHE AND

FASTENERS

FLUID-APPLIED WATER PROOFING (07 14 00)

DRAINAGE MAT (07 14 00)

VIF

1'-0" TO 1'-6"

/2

1'-6"

T O

E X

IS

T

IN

G

W H

A R

F D

E C

K

EXISTING PLANTER WALL TO

REMAIN

EXISTING BLUESTONE PAVER

TROWEL SMOOTH FINISH,

CONTRACTOR TO MOCK UP FINISH

BEFORE INSTALLATION

REMOVE AND SALVAGE

EXISTING PAVING AS

REQUIRED TO INSTALL

LIGHT POLE BASE,

REPLACE SALVAGED

PAVING

CHAMFER CORNERS

REMOVE EXISTING LIGHTPOLE, INSTALL

LIGHT POLE AND BASE IN SAME PLACE,

SEE ELECTRICAL

SALVAGED BRICK BORDER AROUND

LIGHT POLE BASE

LIGHT POLE BASE TYPE 1, SEE CIVIL

FOR STRUCTURAL

VIF

V

IF

NTATE

OF LO U I

I A A

R

TEGIST ERED A RCH IT

EC

S

REG. NO. 7896

S

C H

RIS

T AN RODRIGUEZ

I

EskewDumezRipple

NEW ORLEANS, LA | WASHINGTON, DC

EDR PROJECT NO. |

© Eskew+Dumez+Ripple A Professional Corporation

REVISIONS

PROJECT ISSUE DATE |

The intent of the Contract Documents is to include all items necessary for proper execution and completion of the work by Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results.

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P H

R

E D

R .r v t

1.40

100% CD

SITE DETAILS

GOLDRING WOLDENBERG PARK

PHASE III - ABOVE DECK

1 CANAL ST

NEW ORLEANS, LA 70130

22090

01 MAY 2026

3/4" = 1'-0"1.31

TYPICAL STAIR SECTION13" = 1'-0"1.31

TYPICAL ADA HANDRAIL ATTACHMENT TO EXISTING HANDRAIL2

1" = 1'-0"1.30

SECTION THRU LIGHT POLE BASE TYPE 2 AT GRANITE STEPS3 3" = 1'-0"1.30

SECTION THRU PLANTER WALL RENOVATION4 1" = 1'-0"1.30

SECTION THRU LIGHT POLE BASE TYPE 15

S E

E L

A N

D S

C A

P E

V A

R

IE

S

P17 P6 P2

P15P15

2'-0"

0'-0 3/8"

1'-4" 6'-4" 1'-4"

VARIES

5'-0" 1'-0"

VARIER

5'-0" 1'-0"

1'-6"

AGGREGATE CONCRETE TO

MATCH PATHWAYS, SEE CIVIL

" 1

2% SLOPE TYP.

2% SLOPE MIN.

2% SLOPE MIN.

DRAIN PER GRADING PLAN

TROWELED FINISH ON ALL EXPOSED FACES, TYP.,

CONTRACTOR TO MOCK UP FINISH BEFORE

INSTALLATION, SEE LANDSCAPE

1/2" RADIUS CHAMFER

FLUID-APPLIED WATERPROOFING, TYP. (07 14 00)

DRAINAGE MAT (07 14 00)

GRAVEL

LIGHT POLE BASE, SEE CIVIL

SEE ELECTRICAL FOR LIGHT POLE

INSTALLATION CONCRETE RETAINING WALL, SEE CIVIL

SEE LANDSCAPE FOR TOP OF WALL ELEVATIONS

TYPE 3 LIGHT POLE BASE

CONCRETE RETAINING WALL, SEE CIVIL

SEE LANDSCAPE FOR TOP OF WALL ELEVATIONS

FLUID-APPLIED WATERPROOFING, TYP. (07 14 00)

DRAINAGE MAT (07 14 00)

FLUID-APPLIED WATERPROOFING, TYP. (07 14 00)

DRAINAGE MAT (07 14 00)

GRAVEL

FLUID-APPLIED WATERPROOFING,

TYP. (07 14 00)

DRAINAGE MAT (07 14 00)

PROVIDE CAST STONE

STEPS TO MATCH EXISTING

INSTALL SALVAGED

BRICK PAVERS

INSTALL AGGREGATE

CONCRETE PATHWAY

DRAINAGE MAT (07 14 00)

T Y

P

T Y

P

1'-3" 0'-1" 1'-3" 0'-1" 1'-3"

0'-0 1/2" 0'-0 1/2"

0'-7 1/8"

0'-0 3/8"

0'-7 5/8"

0'-0 3/8"

/8

/8

FLUID-APPLIED

WATERPROOFING (07 14 00)

INSTALL CONCRETE BASE,

SEE CIVIL

/2

/2 "0

/2

/2

V

IF

0'-10 1/2" 0'-5 1/2"0'-5 1/2" 0'-10 1/2"

VIF

2'-8"

EXISTING CAST STONE STEPS TO REMAIN

DEMO EXISTING LIGHT POLE BASE

REMOVE EXISTING LIGHT POLE AND

INSTALL LANDSCAPE FORM AREA

LIGHT IN SAME PLACE

SEE ELECTRICAL FOR LIGHT POLE

INSTALLATION

INSTALL CONCRETE LIGHT POLE BASE,

SEE CIVIL

DEMO EXISTING LIGHT POLE BASE,

WHERE INSTALLING LIGHT POLE TYP.

SALVAGE EXISTING LIGHT POLE AND

INSTALL NEW LANDSCAPE FORM AREA

LIGHT IN SAME PLACE

INSTALL CONCRETE LIGHT POLE BASE,

SEE CIVIL

INSTALL SALVAGED BRICK BAND

AROUND LIGHT POLE BASE

E Q

E Q

1'-6"

SEE ELECTRICAL FOR LIGHT

POLE INSTALLATION

CHAMFER CORNERS

EQ EQ

0'-8 1/4" 0'-4 1/2" 0'-8 1/4"

1'-9"

/2

INSTALL SALVAGED OR NEW

REMOVABLE STAINLESS STEEL

BOLLARD, POST GUARD. TO MATCH

EXISTING

AGGREGATE CONCRETE FOOTING

TO MATCH PATHWAYS , SEE CIVIL

MOUND UP TO BOLLARD BASE WITH

AGGREGATE CONCRETE TO MATCH

PATHWAYS

0'-9"0'-9"

1'-6"

CONCRETE LIGHT POLE BASE,

SEE CIVIL

CHAMFER CORNERS

REMOVE EXISTING LIGHTPOLE AND BASE

IF NECESSARY, INSTALL LANDSCAPE

FORM AREA LIGHT, SEE ELECTRICAL

LIGHT POLE BASE TYPE 4

INSTALL CAST STONE STEPS

TO MATCH EXISTING

EXISTING BRICK PAVERS

EXISTING HARDSCAPE

T Y

P

V

IF

T Y

P

V

IF

VIF

1'-3"

VIF

0'-1"

VIF

1'-3"

VIF

0'-1"

VIF

1'-3"

0'-0 1/2" 0'-0 1/2"

EXISTING CONCRETE BASE

TO REMAIN

NTATE

OF LO U I

I A A

R

TEGIST ERED A RCH IT

EC

S

REG. NO. 7896

S

C H

RIS

T AN RODRIGUEZ

I

EskewDumezRipple

NEW ORLEANS, LA | WASHINGTON, DC

EDR PROJECT NO. |

© Eskew+Dumez+Ripple A Professional Corporation

REVISIONS

PROJECT ISSUE DATE |

The intent of the Contract Documents is to include all items necessary for proper execution and completion of the work by Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results.

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C H

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P H

R

E D

R .r v t

1.41

100% CD

SITE DETAILS

GOLDRING WOLDENBERG PARK

PHASE III - ABOVE DECK

1 CANAL ST

NEW ORLEANS, LA 70130

22090

01 MAY 2026

3/4" = 1'-0"1.31

SECTION THRU SLOPED WALKWAY W LIGHT POLE TYPE 3 BASE &

RETAINING WALLS1

P2 INSTALL AGGREGATE CONCRETE PATHWAY, SEE LANDSCAPE FOR

LAYOUT, FINISH, AND MIX. SEE CIVIL FOR STRUCTURAL

P6 INSTALL SALVAGED BRICK PAVERS, SEE LANDSCAPE FOR PAVER

LAYOUT AND PATTERN

P15 CONCRETE RETAINING WALL, REFER TO LANDSCAPE FOR

LAYOUT AND DIMENSION, SEE CIVIL FOR STRUCTURAL

P17 INSTALL DOUBLE FIXTURE LIGHT POLE IN SAME PLACE AS

EXISTING - SEE ELECTRICAL. FINISH MATTE BLACK

1 1/2" = 1'-0"1.31

SECTION THRU CAST STONE STEPS2

1" = 1'-0"

LIGHT POLE BASE TYPE 2 AT CAST STONE STEPS PLAN DETAIL4

1 1/2" = 1'-0"

LIGHT POLE TYPE 1 BASE PLAN DETAIL9

1 1/2" = 1'-0"1.30

REMOVABLE STAINLESS STEEL BOLLARD7

12" = 1'-0"

EXISTING LIGHT POLE BASE TYPE 25 12" = 1'-0"

EXISTING STAINLESS STEEL REMOVABLE BOLLARD8

1 1/2" = 1'-0"

LIGHT POLE TYPE 4 BASE PLAN DETAIL10

1" = 1'-0"1.30

SECTION THRU LIGHT POLE BASE TYPE 46

1 1/2" = 1'-0"1.31

SECTION THRU EXISTING CAST STONE STEPS3

APPROVED FOR

CONSTRUCTION

ISSUED BY:

Waldemar S. Nelson & Co.

04/30/2026

V A

R

IE

S

M A

X

5'-6" 6'-6"

1'-0"2'-0" 3'-6"2'-6"1'-0"2'-0"

6'-0"

DRAIN PER GRADING PLAN

MIN. 2%

4'-10"

#6's @ 12"

#6's @ 14" N.S. & F.S.

#6's @ 12" O.C. T & B

#4's @ 12" O.C. T & B

#4's @ 12" O.C. T & B

#6's @ 12" O.C. T & B

#6's @ 9" N.S. & F.S.

#6's @ 12"

6"

CONSTRUCTION JOINT

CONSTRUCTION JOINT

/2

C L R

C

L R

1 1/2" CLR.

T.O.C. SEE LANDCAPE PLAN

T.O.C.

B.O.C.

DRAIN PER GRADING PLAN

DRAIN PER GRADING PLAN

TROWELED FINISH ON ALL EXPOSED FACES, TYP., SEE NOTES.

NOTES:

1. CONTRACTOR TO PROVIDE ON-SITE MOCKUPS FOR THE CONCRETE

WALL FINISH PIROR TO FINAL CONSTRUCTION.

2. MOCKUPS SHALL ESTABLISH THE STANDARD FOR COLOR, TEXTURE,

SURFACE QUALITY AND WORKMANSHIP.

3. APPROVED MOCKUP SHALL SERVE AS THE BASIS FOR ACCEPTANCE

OF COMPLETED WORK.

4. MOCKUP SHALL BE MINIMUM 4'-0" X 4'-0" IN SIZE AND INCLUDE

CHAMFER EDGE AND CORNER CONDITIONS.

W4X6X6 WIRE

MESH (TYP.)

BRICK

1/2"

1/2" EXPANSION JOINT W. R. MEADOWS CERAMAR,

POURTHANE SL OR EQUAL, LIGHT GREY TO

MATCH CONCRETE COLOR

W A

L K

1/2" DEEP GROOVE @ 20'-0" O.C. MAX

WALL AND TOP OF FOOTING

1" EXPANSION JOINT

W/ JOINT SEALANT

1" Ø X 2'-0" SMOOTH

DOWELED BAR @ 12" O.C.

E Q

E

Q

NOTE: EXPANSION JOINTS AND DOWELS SHALL BE LOCATED @ 80'-0" O.C. MAX IN WALL AND FOOTING

EXPANSION CAP

(ALTERNATING ENDS)

COAT WITH OIL OR GREASE

W4X6X6 WIRE

MESH (TYP.)

SEE LANDSCAPE DRAWINGS

8" 8" 6'-4" 8" 8"

M

IN

S

A N

D B

A S

E C

O U

R S

E

M

IN

S T

A N

D A

R D

P

R O

C T

O R

M A

X D

R Y

D E

N S

IT

Y

1'-8 1/8"2"5'-3 7/8"2"1'-8 1/8"

/2

SLOPE 2% TYP.

COMPACT THE

SUBGRADE 2'-0"

EITHER SIDE, TYP.

4" MIN.

(TYP.) #3's @ 12" O.C.

1'-3" 1'-4" 1'-5"

#3's @ 12" O.C.

#3's

(3) #3's

#3 @ 12" O.C.

SEE DETAIL 1 ON DWG. 1.41

EXISTING GRADE TO REMAIN

TO MINIMIZE DISTURBANCE

TO EXISTING TREES. DRAIN,

SEE GRADING PLAN L3.01

CONCRETE CURB WITH

1/2" RADIUS CHAMFER,

ALL EXPOSED EDGES

6"

TROWELED FINISH ON

ALL EXPOSED FACES,

TYP., SEE NOTES

V A

R

IE

S

T

O

TWO ROW BRICK

PAVER EDGE

EXPOSED

AGGREGAGE

CONCRETE

#3 @ 24"

1 1/2" = 1'-0"

RETAINING WALL SECTIONS1

1 1/2" = 1'-0"

TYPICAL WALK CROSS SECTION 33

3" = 1'-0"

TYPICAL SIDEWALK CONTROL JOINT DETAIL4

3" = 1'-0"

TYPICAL SIDEWALK EXPANSION JOINT DETAIL5

NOTES:

1. JOINTING SHALL BE AS INDICATED ON PLAN. CONTRACTOR

MAY PROPOSE AN ALTERNATE PLAN THAT MEETS THE

JOINTING STANDARDS OF ACI 330.

2. CONTROL AND EXPANSION JOINTS SHALL BE AS PER DOTD

SPECIFICATIONS.

3. WALL AND FOOTING CONSTRUCTION JOINTS ARE TO BE

LOCATED BY CONTRACTOR AS NEEDED.

3" = 1'-0"

TYPICAL WALL & FOOTING CONSTRUCTION JOINT DETAIL6

3" = 1'-0"

TYPICAL WALL & FOOTING EXPANSION JOINT DETAIL7

WALDEMAR S. NELSON

AND COMPANY, INC.

1200 ST. CHARLES AVENUE

NEW ORLEANS, LA 70130

1 1/2" = 1'-0"

TYPICAL WALK CROSS SECTION 22

1 1/2" = 1'-0"

CAST STONE STEPS81 1/2" = 1'-0"

TERRACE WALL DETAIL9

EskewDumezRipple

NEW ORLEANS, LA | WASHINGTON, DC

EDR PROJECT NO. |

© Eskew+Dumez+Ripple A Professional Corporation

REVISIONS

PROJECT ISSUE DATE |

The intent of the Contract Documents is to include all items necessary for proper execution and completion of the work by Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results.

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M G

C

A D

D \2

\2

-0

E s k e w

D u m e z -W o ld e n b e rg P k P

\A

R C

H \3

D M

O D

E L S

\W O

L D

E N

B E

R G

P A

R K

R

.r v t

C15.3

FOR CONSTRUCTION

CIVIL - DETAILS AND SECTIONS 1 of

WOLDENBERG PARK

1 CANAL STREET

NEW ORLEANS, LA 70130

22090

20YY

30 APRIL 2026

08 OCT 2026 ADDENDUM #1

EXPOSED AGGREGATE PAVEMENT

FINISH REFER PHOTO SEE NOTES.

EXPOSED AGGREGATE PAVEMENT FINISH REFERENCE PHOTO, SEE CIVIL FOR DETAILING.

1. NOTES:

EXPOSED AGGREGATE PAVEMENT SHALL MEET THE

FOLLOWING REQUIREMENTS:

· AGGREGATES IN MIX SHALL BE DARK GRAY IN

COLOR, NO LARGER THAN 1/8" IN SIZE.

STANDARD LIMESTONE AGGREGATE WILL

NOT BE ACCEPTED.

· THE CONTRACTOR SHALL SUBMIT A (1)

GALLON SAMPLE OF THE AGGREGATE TO THE

LANDSCAPE ARCHITECT FOR REVIEW AND

APPROVAL.

· THE PAVEMENT SHALL HAVE A MEDIUM

COARSE FINISH. BOMANITE EXPOSED

AGGREGATE SYSTEM OR APPROVED EQUAL.

· CONTRACTOR SHALL PROVIDE AGGREGATE

SAMPLES FOR LANDSCAPE ARCHITECT TO

APPROVE.

· CONTRACTOR SHALL MOCK UP A 4'x4'

SECTION FOR LANDSCAPE ARCHITECT TO

APPROVE.

LAWN, SEE L5.03

1'-0"

1/2" RADIUS CHAMFER,

ALL EXPOSED EDGES

CONCRETE WALL,

REFER TO STRUCTURAL

TROWELED FINISH ON

ALL EXPOSED FACES, TYP,

SEE NOTES

DRAIN

VA

R

IE

S

, 30" M A

X.

LAWN, SEE L5.03

DRAIN, SEE GRADING PLAN L3.01

DRAIN, SEE GRADING PLAN L3.01

WATERPROOFING AND

OTHER PROTECTIVE

MEASURES, REFER TO

ARCHITECTURAL

DRAWINGS

NOTES:

1. CONTRACTOR TO PROVIDE ON-SITE MOCKUPS FOR THE CONCRETE WALL FINISH PRIOR TO FINAL

CONSTRUCTION.

2. MOCKUPS SHALL ESTABLISH THE STANDARD FOR COLOR, TEXTURE, SURFACE QUALITY AND

WORKMANSHIP.

3. APPROVED MOCKUP SHALL SERVE AS THE BASIS FOR ACCEPTANCE OF COMPLETED WORK.

4. MOCKUP SHALL BE MINIMUM 4'-0"X4'-0" IN SIZE AND INCLUDE CHAMFER EDGE & CORNER CONDITIONS

FINISH GRADE

8" X 4" X 4" SALVAGED BRICK, SEE ARCH

CONCRETE BASE, SEE CIVIL

SUBGRADE, SEE CIVIL

3/4" MORTAR SETTING BED

(32 14 00)

MORTAR JOINTS (32 14 00)

JOINTS WIDTH TO BE LESS THAN 14"

SEE NOTES

NOTES:

1. MINOR JOINT VARIATION IS PERMITTED TO ACCOMMODATE CURVATURE, WITH JOINTS RANGING FROM 1/4"

TO 1/2" (6–12 MM) AS REQUIRED.

2. LAYOUT SHALL BE ADJUSTED TO AVOID EXCESSIVE WEDGE-SHAPED CUTS OR IRREGULAR SLIVERS.

3. ALL JOINTS SHALL REMAIN VISUALLY CONSISTENT. 5'

-8

FINISH GRADE

PERFORATED METAL

FENCE (12 93 00)

METAL POST (12 93 00)

4"

CONCRETE FENCE POST

BASE, SEE STRUCTURAL

4'-1"

5' -8

FINISH GRADE

PERFORATED METAL

GRATE (12 93 00)

METAL POST (12 93 00)

4"

CONCRETE FENCE POST

BASE, SEE STRUCTURAL

8'-0"

1 EXPOSED AGGREGATE CONCRETE FINISH

Scale: NTS

Detail

01 MAY 2026

EskewDumezRipple

365 CANAL STREET, SUITE 3150

NEW ORLEANS, LOUISIANA 70130

EDR PROJECT NO. |

© Eskew+Dumez+Ripple A Professional Corporation

REVISIONS

PROJECT ISSUE DATE |

DRAWN BY |

The intent of the Contract Documents is to include all items necessary for proper execution and completion of the work by Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results.

LANDSCAPE ARCHITECTS

1824 Sophie Wright Place, New Orleans | LA | 70130 T: 504.218.8991

3/ 1/

:5

8:

P M

100% CD

GOLDRING WOLDENBERG PARK

PHASE III – ABOVE DECK

1 CANAL ST

NEW ORLEANS, LA 70130

22020

01 MAY 2026

SMM L9.00

SITE DETAILS

2 TERRACE WALLS, TYP.

Scale: 1"=1'-0"

Detail

3 BRICK PAVING, TYP

Scale: N.T.S.

Detail 4 PERFORATED FENCING, TYP.

Scale: 1"=1'-0"

Detail

A PERFORATED FENCING, TYP.

Scale: 1"=1'-0"

Detail B PERFORATED GATE, TYP.

Scale: 1"=1'-0"

Detail

CONCRETE RETAINING CURB,

REFER TO CIVIL

6"

E X

P O

SE

D

H E

IG

H T

V A

R

IE

S, T O

S E E L

.0

TREE CANOPY DRIP LINE.

REFER TO TP1.00 TREE PROTECTION PLAN, TREE PROTECTION FENCE DETAIL 01/TP1.10, AND SECTION 01 56 39

FOR REQUIREMENTS REGARDING CONSTRUCTION WITHIN THE TREE DRIP LINE AND ROOT PRUNING.

CONCRETE PAVING,

REFER TO CIVIL

BRICKING PAVING,

SEE 3/L9.00

EXISTING GRADE TO REMAIN

AND BE PROTECTED.

1 DRY WELL. CONTRACTOR SHALL VERIFY NECESSITY IN THE FIELD AND CONFIRM WITH ARCHITECT PRIOR TO INSTALLATION.

Scale: NTS

Detail

01 MAY 2026

EskewDumezRipple

365 CANAL STREET, SUITE 3150

NEW ORLEANS, LOUISIANA 70130

EDR PROJECT NO. |

© Eskew+Dumez+Ripple A Professional Corporation

REVISIONS

PROJECT ISSUE DATE |

DRAWN BY |

The intent of the Contract Documents is to include all items necessary for proper execution and completion of the work by Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results.

LANDSCAPE ARCHITECTS

1824 Sophie Wright Place, New Orleans | LA | 70130 T: 504.218.8991

3/ 1/

:5

8:

P M

100% CD

GOLDRING WOLDENBERG PARK

PHASE III – ABOVE DECK

1 CANAL ST

NEW ORLEANS, LA 70130

22020

01 MAY 2026

SMM L9.01

SITE DETAILS

2 CONCRETE RETAINING CURB

Scale: 3/4"=1'-0"

Detail

UTILITY COVER TRAY INFILLED WITH PAVING MATERIALS TO

MATCH THE ADJACENT PAVING MATERIALS AND PATTERN. 12 93 00

AREA AMISSISSIPPI

RIVER

A C

IC

VIC

V

IC

V

A C

X

E

EE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

WW

W

IC

V

IC

V

IC

V

IC

V

IC

V

IC

V

IC

V

IC

V

IC

V

W

W

W

W

W

S T

S T

S T

S T

S T

S T

S T

W F

W F

W S

V

A C

A C

V Z

C O

S

M

M

C F O

F O

F O

T o c .1

N .In v .6

S .In v .5

E .In v .6

T o c .0

N .In v .1

S .In v .4

T o c .4

W .In v .8

T o c .5

W .In v .4

T o c .0

N .In v .6

S .In v .8

W .In v .5

T o c .1

N .In v .5

S .In v .4

T o c .7

N .In v .1

S .In v .1

T o c .5

N .In v .7

S .In v .3

S T

S

TS

T

C

M W

W F

S

S

S

S

VIF1'-4

4'-0" 4'-0"

4'-0"

4'-0"

4'-0"

J

E

.2

E

.2

1.1

1.1

1.1

1.1

1 1

1.1

1.1

1.1

909 Poydras Street Suite 1100 New Orleans, LA 70112-1034

Tel: (504) 586-1725 www.mosesengineers.com

License No. 38688

BLAKE MICHAEL HOSLI

A

S

T

E O

T

LF IOU SIANA

PROFESSIONAL ENGINEER

INE

L

E C

TR

I CAL ENG I NEER

I N G

EskewDumezRipple

NEW ORLEANS, LA | WASHINGTON, DC

EDR PROJECT NO. |

© Eskew+Dumez+Ripple A Professional Corporation

REVISIONS

PROJECT ISSUE DATE |

DRAWN BY |

The intent of the Contract Documents is to include all items necessary for proper execution and completion of the work by Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results.

/8

/2

:4 :5

A

M A u to d e s k D o c s /2

W o ld e n b e rg

P h

/W o ld e n b e rg

P a rk P h a s e r2 b m c m a n u s

.r v t

E2.1

100% CONSTRUCTION

DOCUMENTS

SITE PLAN - ELECTRICAL - DEMO -

SECTION A

GOLDRING WOLDENBERG PARK

PHASE III – ABOVE DECK

WOLDENBERG RIVERFRONT PARK

AT AUDUBON AQUARIUM

SECOND DISTRICT

CITY OF NEW ORLEANS

ORLEANS PARISH, LOUISIANA

22090

05/01/2026

Author

1" = 20'-0"

SITE PLAN - SECTION A - DEMO - ELECTRICAL1

T R

U E

N O

R T

H

N

REFERENCE NOTES

1 EXISTING POLE LIGHT AND FIXTURE TO BE REPLACED WITH NEW, IN

EXISTING LOCATION.

1.1 ALTERNATE #1: EXISTING POLE LIGHT AND FIXTURE TO BE REPLACED WITH

NEW, IN EXISTING LOCATION.

2 EXSITING CELL TOWER AND FIXTURES TO REMAIN AND BE REUSED.

3 DEMOLISH EXSITING LIGHT POLE, FIXTURE, AND ASSOCIATED WIRING BACK

TO THE POWER SOURCE. PATCH AND REPAIR WALKWAY/GRADE PER

ARCHITECTURAL DRAWINGS.

3 DEMOLISH EXSITING LIGHT POLE, FIXTURE, AND ASSOCIATED WIRING BACK

TO THE POWER SOURCE. PATCH AND REPAIR WALKWAY/GRADE PER

ARCHITECTURAL DRAWINGS. MAINTAIN EXISTING SITE LIGHTING CIRCUIT

CONTINUITY AS NECESSARY FOR REMAINING LIGHTING FIXTURES

POWERED BY THE CIRCUIT.

4 DEMOLISH POLE FIXTURE. PROVIDE IN0GRADE JUNCTION FOR NEW

FNEARBY FIXTURES.

10/08/2026 Addendum #1

J

E

.2

E

.2

F1

F1

F1

F2

F2 F2

F2

1.1

F1

F1

F2

F1

F1

F1

F1

F1

F1

F2

F2

F2

F1

F1

F1

F2 F2

F2

1 1

1 1

F1

1.1

1.1

1.1

1.1

1.1

1.1

LIGHTING FIXTURE SCHEDULE SPECIFIC NOTES:

1. F1 FIXTURE POLE MODEL #: AP-12-A1-BC-NR-MS1-XX

2. F2 FIXTURE POLE MODEL #: AP-16-B-BC-NR-MS1-XX-+1

LIGHTING FIXTURE SCHEDULE GENERAL NOTES:

1. COORDINATE LIGHITNG CONTROLS WITH MANUFACTURER TO VERIFY SEQUENCE OF

OPERATIONS FOLLOW IECC 2021 STANDARDS.

2. ARCHITECT TO SELECT POLE AND FIXTURE FINISHES.

909 Poydras Street Suite 1100 New Orleans, LA 70112-1034

Tel: (504) 586-1725 www.mosesengineers.com

License No. 38688

BLAKE MICHAEL HOSLI

A

S

T

E O

T

LF IOU SIANA

PROFESSIONAL ENGINEER

INE

L

E C

TR

I CAL ENG I NEER

I N G

EskewDumezRipple

NEW ORLEANS, LA | WASHINGTON, DC

EDR PROJECT NO. |

© Eskew+Dumez+Ripple A Professional Corporation

REVISIONS

PROJECT ISSUE DATE |

DRAWN BY |

The intent of the Contract Documents is to include all items necessary for proper execution and completion of the work by Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results.

/8

/2

:4 :5

A

M A u to d e s k D o c s /2

W o ld e n b e rg

P h

/W o ld e n b e rg

P a rk P h a s e r2 b m c m a n u s

.r v t

E2.3

100% CONSTRUCTION

DOCUMENTS

SITE PLAN - ELECTRICAL - NEW -

SECTION A

GOLDRING WOLDENBERG PARK

PHASE III – ABOVE DECK

WOLDENBERG RIVERFRONT PARK

AT AUDUBON AQUARIUM

SECOND DISTRICT

CITY OF NEW ORLEANS

ORLEANS PARISH, LOUISIANA

22090

05/01/2026

Author

1" = 20'-0"

SITE PLAN - SECTION A - NEW - ELECTRICAL1

LIGHT FIXTURE SCHEDULE

TYPE NOTES BASIS OF DESIGN DESCRIPTION WATTS LUMENS

F1 1 LANDSCAPE FORMS - ASHBERY AP301-SO-35K-T3-CLR-20K-NTW 60 W 5288

F2 2 LANDSCAPE FORMS - ASHBERY AP303-SO-35K-T2-CLR-20K-NTW 120 W 5177

REFERENCE NOTES

1 NEW…