Wisconsin_Memorial_Structural_Set_12-21-2023_0002.pdf

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Attached to
PRESERVE WISCONSIN STATE MONUMENT Federal contract opportunity
Solicitation number
140P5225R0008
Issued by
Department of the Interior National Park Service Southeast Region

About this file

Written by GovTribe AI ·

These are construction documents for the Preserve Wisconsin State Monument located at Vicksburg National Military Park. The plans detail a monument with a central column, grand stairs, plaza, and adjacent landings, situated on a topographically varied site with elevation changes marked from -12.00 to 24.00. The design includes multiple statues positioned on the monument's east and west sides, with detailed floor plans, mortar repair specifications, and lightning protection infrastructure. The documents include comprehensive photographic documentation showing various angles and perspectives of the monument, and specify technical details for joint repairs, grouting, and lightning protection components such as bonding plates, loop clips, and ground rods. The project drawings are dated 01/26/2024 and prepared for the United States Department of the Interior, National Park Service, with the project number 191499.

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THIS PROJECT

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CONFEDERATE AVENUE

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UNION AVENUE

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VICKSBURG

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VISITOR CENTER

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INTERSTATE 20

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ROUTE 61

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PROJECT SITE: WISCONSIN MEMORIAL

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VICKSBURG

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ROUTE 61

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ROUTE 27

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INTERSTATE 20

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MISSISSIPPI RIVER

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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OF

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PKG.

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NO.

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STATE

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REGION

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LOCATION WITHIN PARK

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NAME OF PARK

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DRAWING NO.

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COUNTY

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REVISIONS

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A/E FIRMS

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PRESERVE WISCONSIN STATE MONUMENT

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VICKSBURG NATIONAL MILITARY PARK

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SOUTHEAST VICKSBURG MISSISSIPPI VICKSBURG MISSISSIPPI

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CONSTRUCTION DOCUMENTS

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MISSISSIPPI

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MWM JV2:

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STRUCTURAL:

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MCMULLAN - RESTON, VA

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PRESERVE WISCONSIN STATE MONUMENT

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PMIS # VICK 209569

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VICINITY MAP

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LOCATION MAP

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WISCONSIN MONUMENT

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ARCHITECTURAL:

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MTFA ARCHITECTURE

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QUALITY DESIGN CERTIFICATION

AutoCAD SHX Text Prepared in Accordance with Design Development (Title 1) ___________ OR Drawing No. Variance from Design Development (Title 1) Approved by Superintendent on _________ OR Date Construction Drawing Not Preceded by Design Development (Title 1) _____________________ _____ Project Manager Date Date

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DRAWING INDEX

AutoCAD SHX Text SUB SUB SHEET SHEET TITLE OF SHEET SHEET TITLE OF SHEET TITLE OF SHEET G00 COVER SHEET COVER SHEET L1 GRADING AND DRAINAGE PLAN GRADING AND DRAINAGE PLAN L2 GRADING AND DRAINAGE-PROFILES GRADING AND DRAINAGE-PROFILES A101 OVERALL PLAN OVERALL PLAN A102 MONUMENT FLOOR PLAN MONUMENT FLOOR PLAN A201 PLAZA EXTERIOR WALL ELEVATIONS PLAZA EXTERIOR WALL ELEVATIONS A202 PLAZA INTERIOR WALL ELEVATIONS PLAZA INTERIOR WALL ELEVATIONS A203 BRONZEWORK BRONZEWORK A204 MONUMENT BASE NORTH AND SOUTH ELEVATIONS MONUMENT BASE NORTH AND SOUTH ELEVATIONS A205 MONUMENT BASE EAST AND WEST ELEVATIONS MONUMENT BASE EAST AND WEST ELEVATIONS A206 MONUMENT NORTH AND SOUTH ELEVATIONS MONUMENT NORTH AND SOUTH ELEVATIONS A207 MONUMENT EAST AND WEST ELEVATIONS MONUMENT EAST AND WEST ELEVATIONS A301 MASONRY DETAILS MASONRY DETAILS S101 MONUMENT PHOTO PLAN MONUMENT PHOTO PLAN S102 PHOTOS OF MONUMENT PHOTOS OF MONUMENT S103 MONUMENT FLOOR PLAN MONUMENT FLOOR PLAN S104 SECTIONS AND DETAILS DETAILS SECTIONS AND DETAILS DETAILS S105 LIGHTNING PROTECTION DETAILSLIGHTNING PROTECTION DETAILS

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-10.00

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OF

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A/E FIRM:

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MILITARY PARK

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VICKSBURG NATIONAL

AutoCAD SHX Text 01/26/2024

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NOTES: 1. ALL DIMENSIONS ARE FROM LIDAR SCANS AND SHALL BE FIELD VERIFIED.

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PLAN NORTH

TRUE NORTH

-10.00

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MONUMENT TOWER BASE

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PLAZA

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GRAND STAIRS

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DATE:

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SUB SHEET NO.

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SHEET

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OF

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A/E FIRM:

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MILITARY PARK

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VICKSBURG NATIONAL

AutoCAD SHX Text 01/26/2024

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DB

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AA/SO

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BB/DP

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MONUMENT

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PHOTO PLAN

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SCALE C

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SCALE OF FEET

AutoCAD SHX Text NOTES: 1. ALL DIMENSIONS ARE FROM LIDAR SCANS AND SHALL BE FIELD VERIFIED. 2. INDICATES PHOTO #. SEE S102INDICATES PHOTO #. SEE S102

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PLAN NORTH

DATE:

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DESIGNED:

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SUB SHEET NO.

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OF

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A/E FIRM:

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MILITARY PARK

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VICKSBURG NATIONAL

AutoCAD SHX Text 01/26/2024

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AA/SO

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PHOTOS OF

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MONUMENT

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%%U PHOTO - FRONT OF MONUMENT

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%%U PHOTO - EAST STATUE

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%%U PHOTO - WEST STATUE

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%%U PHOTO - WEST SIDE OF MONUMENT

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%%U PHOTO - WEST SIDE OF MONUMENT

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%%U PHOTO - EAST SIDE OF MONUMENT

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%%U PHOTO - SOUTH EAST OF MONUMENT

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%%U PHOTO - SOUTH WEST OF MONUMENT

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CONTRACTOR TO SURVEY JOINTS AND SUBMIT A POURING PLAN TO LIMIT SHRINKAGE CRACKS

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EX. JOINT PATTERN

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MONUMENT TOWER BASE

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PLAZA

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DETAIL TYP. FOR ALL LANDINGS AND PLAZA

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SURVEY EX. EXPANSION JOINTS THEN DEMO EX. 3" FINISH MORTAR TOPPING

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EX. CONCRETE UNDER SLAB 7"-9"

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ROUGHEN AND CLEAN SURFACE OF EX. CONCRETE

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DATE:

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SUB SHEET NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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A/E FIRM:

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MILITARY PARK

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VICKSBURG NATIONAL

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DB

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AA/SO

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BB/DP

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MONUMENT

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FLOOR PLAN

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AutoCAD SHX Text NOTES: 1. REPLACE 100% MORTAR TOPPING AT LANDINGS AND PLAZA. 2. ALL DIMENSIONS ARE FROM LIDAR SCANS AND SHALL BE ALL DIMENSIONS ARE FROM LIDAR SCANS AND SHALL BE FIELD VERIFIED. 3. CONTRACTOR TO PROVIDE 10'x10' MOCK-UP OF MORTAR CONTRACTOR TO PROVIDE 10'x10' MOCK-UP OF MORTAR TOPPING ON 5" MINIMUM CONCRETE BASE AT A LOCATION COORDINATED WITH OWNER. 4. ALL CRACKING IN MORTAR DUE TO SHRINKAGE TO BE ALL CRACKING IN MORTAR DUE TO SHRINKAGE TO BE REPLACE AT NO COST TO OWNER.

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AutoCAD SHX Text %%u MORTAR FINISH REPAIR DETAIL

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PLAN NORTH

EX. STONES

AutoCAD SHX Text OPEN MORTAR JOINT GREATER THEN 1/2" WIDE. CLEAN DEBRIS FROM JOINT W/LOW PRESSURE WATER; MAX. 400 PSI.

AutoCAD SHX Text CAPTURE GROUT FROM UPPER PLASTIC EXIT HOSE. REMOVE BOTH HOSES AND FINISH JOINT W/POINTING MORTAR

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SEAL JOINT WITH GROUT HOSES W/POINTING MORTAR PRIOR TO GROUTING

AutoCAD SHX Text HAND PUMP GROUT INTO LOWER PLASTIC HOSE MAX. 8 PSI PRESSURE. INSTALL DELIVERY HOSE TO WITHIN 1" OF THE BACK OF THE JOINT

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DATE:

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SUB SHEET NO.

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OF

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TITLE OF SHEET

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A/E FIRM:

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MILITARY PARK

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VICKSBURG NATIONAL

AutoCAD SHX Text 01/26/2024

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DB

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AA/SO

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BB/DP

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SECTIONS AND DETAILS

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%%U GROUTING OPEN MORTAR JOINT DETAIL

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%%U GROUTING OPEN MORTAR JOINT PHOTOS

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%%U TYP. MORTAR SLAB JOINT DETAIL

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AutoCAD SHX Text NOTES: 1. CONTRACTOR TO VERIFY ALL OPEN JOINTS IN MONUMENT CONTRACTOR TO VERIFY ALL OPEN JOINTS IN MONUMENT MASONRY GREATER THAN " WIDTH AND PROVIDE OPEN 12" WIDTH AND PROVIDE OPEN MORTAR JOINT REPAIR.

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NOTES: 1. PHOTOS FOR REFERENCE ONLY. PHOTOS FOR REFERENCE ONLY.

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EXAMPLE JOINT

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BONDING PLATE

LOOP CLIP

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MONUMENT SECTION & LIGHTNING PROTECTION REPAIRS

ALTERNATE FOR GROUND ROD

GROUND ROD4

AutoCAD SHX Text NOTE: THE LIGHTNING PROTECTION INSTALLING CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE THE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY THE COTR OF ANY DISCREPANCIES. ALL LIGHTNING PROTECTION COMPONENTS AND PART NUMBERS SHOWN ARE TO BE OBTAINED FROM ALLG. (800) 950-7960, allgsalescrew@allgfab.com OR APPROVED EQUAL

AutoCAD SHX Text NOTE: SECURE TO EXISTING FLAT STRAP/MONUMENT SCULPTURE WITH STAINLESS STEEL SCREWS.

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CAT.#1005-BRONZE BONDING PLATE

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CAT.#228-28 STRANDS OF 14GA COPPER LIGHTNING PROTECTION CONDUCTOR

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CAT.#228-28 STRANDS OF 14GA COPPER LIGHTNING PROTECTION CONDUCTOR

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CAT.#2450-COPPER LOOP CLIP @ 36" O.C. MAX.

AutoCAD SHX Text KEYED NOTES: EXISTING MONUMENT EXISTING FLAT STRAP PROVIDE JUMPER FROM HORIZONTAL FLAT STRAP TO VERTICAL FLAT STRAP TO COMPLY WITH MIN. 8" RADIUS BEND AS REQUIRED BY LIGHTNING PROTECTION STANDARDS. JUMPER TO CONSIST OF CLASS 2 COPPER CONDUCTOR AND (2) CAT.#1005 BONDING PLATES. REFERENCE BONDING PLATE DETAIL. EXISTING PORTION OF FLAT STRAP TO REMAIN.

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NOTE: MOUNT WITH STAINLESS STEEL MASONRY ANCHORS.

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CAT.#228-28 STRANDS OF 14GA COPPER LIGHTNING PROTECTION CONDUCTOR

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CAT.#3020-BRONZE GROUND ROD CLAMP

AutoCAD SHX Text CAT.#2902CC-10-5/8"x10'-0" COPPER CLAD STEEL GROUND ROD

AutoCAD SHX Text CAT.#3212-1'x1'x20GA SOLID COPPER GROUND PLATE WITH BRONZE CONNECTOR

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COPPER LIGHTNING PROTECTION CONDUCTOR

AutoCAD SHX Text NOTE: ALTERNATE GROUND PLATE TO BE UTILIZED IF GROUND RODS CANNOT BE DRIVEN TO PROPER DEPTH DUE TO ROCKY SOIL CONDITIONS. .

AutoCAD SHX Text CAT.# 1005 BONDING PLATE TO CONNECT NEW DOWNLEAD CONDUCTOR TO EXISTING FLAT STRAP. REFERENCE BONDING PLATE DETAIL. THE EXISTING FLAT STRAP FROM THIS POINT DOWN TO BE REMOVED OR ABANDONED. PROVIDE NEW CAT.# 228 CLASS 2 COPPER CONDUCTOR DOWN TO GROUND ROD. ALL BENDS TO COMPLY WITH THE MIN. 8" RADIUS REQUIRED BY LIGHTNING PROTECTION STANDARDS. SECURE CONDUCTOR TO EVERY 36" O.C. MAX WITH CAT.#2450 COPPER LOOP CLIPS AND MASONRY ANCHORS. REFERENCE LOOP CLIP DETAIL. ANY CUTTING AND/OR PATCHING OF EXISTING CONCRETE FOR THE INSTALLATION OF DOWNLEAD CONDUCTOR AND GROUND RODS TO BE BY OTHERS. PROVIDE NEW GROUND RODS. EXACT LOCATION OF GROUND RODS TO BE COORDINATED IN THE FIELD WITH ALL APPROPRIATE PARTIES. REFERENCE GROUND ROD DETAIL.

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DATE:

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OF

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A/E FIRM:

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MILITARY PARK

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VICKSBURG NATIONAL

AutoCAD SHX Text 01/26/2024

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DB

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AA/SO

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BB/DP

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LIGHTNING

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PROTECTION DETAILS

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S105

Sheets and Views
G00 - COVER SHEET-COVERSHEET
A101-MONUMENT OVERALL PLAN-S101
S101-MONUMENT PHOTO PLAN-S101
S102-PHOTOS OF MONUMENT-S102
S103-MONUMENT FLOOR PLAN-S103
S104-SECTIONS AND DETAILS-S104
S105-LIGHTNING PROTECTION DETAILS-S105

File details come from the government source that posted it. Updated .