Addendum 01_Cover Information_20250820 Marion NC.pdf
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This document is an Addendum (#01) for the New Land Expansion project at Marion National Cemetery in Marion, Indiana, dated 08.20.2025. The addendum covers extensive revisions to multiple drawing sheets and specifications across various disciplines including civil, structural, electrical, technology, and planting plans. Key modifications include adjustments to crypt details, cemetery infrastructure, electrical site plans, technology equipment schedules, and specifications for precast concrete burial crypts, earth moving, planting, and added specifications for fluid-applied membrane air barriers and fire detection systems.
Specific technical changes include revising crypt lid painting requirements (10-12" height stencil), adding geosynthetic fabric specifications, updating electrical site plan notes, modifying technology equipment schedules, and adding new specification sections for air barriers and fire detection. The VA project number is 817CM3025, and the addendum involves modifications to numerous drawing sheets across disciplines like grading, paving, crypt installation, electrical infrastructure, and technology systems, with the goal of providing detailed and precise guidance for the cemetery land expansion project.
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Text version
13605 1st Ave. N. #100 Plymouth, MN 55441 Office: 763-412-4000 www.ae-mn.com
New Land Expansion | Marion National Cemetery | Marion, IN – Delta #1
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Addendum #01
Date of Issue: 08.20.2025
Project: New Land Expansion at Marion Na�onal Cemetery
Loca�on: Marion, IN
VA Project #: 817CM3025
AE Project #: 17101
The following modifica�ons have been made to the project documents as part of this revision
See a2ached revised drawings, revised specifica�ons and added specifica�on sec�ons for addi�onal informa�on.
Revised Drawings
Sheet CP101 – PAVING PLAN
• REVISE Notes to adjust hatch of “SEAL COAT WORK TO COMMENCE DURING
OPEN CEMETERY HOURS” to reflect plan hatch.
Sheets CJ401 to CJ409
• REVISE Legend to include “NEW PERIMETER PRE-PLACED CRYPT (3’x8’)”
• ADD Hatches on perimeter pre-placed crypts
Sheet CJ501 – CRYPT DETAILS
• REVISE Detail 5 – CRYPT AISLE BACKFILL to add Non-woven construction geosynthetic fabric.
Sheet CJ502 – CRYPT DETAILS
• REVISE Detail 1 – LID – TOP VIEW notes on paint on the crypt lid to read 10-12”
HIGH instead of 9” HIGH
• REVISE Detail 11 – DOUBLE-DEPTH CRYPT INSTALLATION – TRANSVERSE
SECTION to add Non-woven construction geosynthetic fabric.
Sheet CG101 – GRADING PLAN
• ADD Call out for detail view 2/CG104 MEMORIAL WALL AREA
Sheet CG104 – GRADING PLAN SOUTH
• ADD Plan View 2 – MEMORIAL WALL AREA
Sheet LP101, LP111, LP112 & LP114 – PLANTING PLANS
• REVISE Legend – STEEL EDGER
Sheet 3005-S101, Columbarium Footing & Foundation Plan
• REVISE building number in title block to be “-“ in lieu of Building 3005.
• REVISE drawing number to be S101 in lieu of 3005-S101
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305-S101, Entrance Wall Footing & Foundation Plan
• REVISE building number in title block to be “-“ in lieu of Building 3005.
• REVISE drawing number to be S102 in lieu of 3005-S101
Sheet 1001-E001
• REVISE electrical site plan general notes.
• REVISE keyed notes S5 and S10.
• ADD keyed note S10 to plan.
Sheet 1001-E002
• REVISE electrical site plan general notes.
• REVISE keyed note ES5.
Sheet 1001-E301
• REVISE electrical riser general notes.
• ADD Typical duct bank sections detail.
Sheet 1001-E501
• REVISE manhole detail.
Sheet 1001-E601
• REVISE Lighting fixture schedule.
Sheet 3005-E003
• REVISE electrical site plan general notes.
• REVISE keyed note ES5.
Sheet 3005-E101
• REMOVE fixture type UA from Breakroom/Training Room.
Sheet 3005-E301
• REVISE electrical riser general notes.
• ADD Typical duct bank sections detail.
Sheet 3005-E601
• REVISE Lighting fixture schedule.
Sheet 4802-E004
• REVISE electrical site plan general notes.
• REVISE keyed note ES2.
Sheet 4802-E501
• REVISE duct bank detail.
Sheet 4802-T000
• REVISE Technology symbol notes
Sheet 4802-TS111
• REVISE Sheet notes revisions #1, 4, 5, 6, 7, and 8.
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• REVISE Keynote revisions #1, 4, 5, and 6.
• REVISE conduit pathways shown on detail #1.
• ADD additional conduit pathway on drawing for service provider.
Sheet 4802-TN111 – COMMITTAL SHELTER
• ADD Keynote #3.
• ADD conduit and keynote #3 to floor plan, detail #1.
Sheet 4802-TN111 – MAINTENACE BULDING
• ADD Camera numbers to floor plan in detail #1 and #3.
• REVISE Keynote #2 in detail #3.
• REMOVE Equipment in cabinet shown in detail #4.
Sheet 4802-TN111 – PIC ADMIN BUILDING
• ADD Exterior cameras and numbers to building floor plan in detail #1.
• REVISE Detail #2 to identify camera and conduits within the room.
• REVISE Keynotes #1 and 2 in detail #2.
• REMOVE Equipment in cabinet shown in detail #3.
• ADD Keynote #2 in detail #3.
Sheet 4802-T400
• REVISE Details #1, #2, and #3. Notes and keynotes have also been edited.
Sheet 4802-T401
• ADD Detail #5 – Security Pole and camera mounting detail.
Sheet 4802-T500
• REVISE Detail #1. Notes and keynotes have also been edited.
• ADD Detail #3 – Duct Bank details.
• ADD Individual camera requirements schedule.
Sheet 4802-T600
• REVISE product descriptions and manufacturer model numbers in the Technology
Equipment Schedule.
• ADD additional equipment (SC=UPS-1, SC-UPS-2, SC-PDU-1) to the Technology
Equipment Schedule.
Added Drawings
Sheet S103, Memorial Wall Footing & Foundation Plan
• ADD sheet S103 to show structural plan and details of memorial wall design.
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Revised Specifica8ons
00 01 10 Table of Contents
• ADD Specification Section – 07 27 26 Fluid-Applied Membrane Air Barriers, Vapor permeable
03 48 21 PRECAST CONCRETE BURIAL CRYPTS
• ADD paragraph 1.3.C:
o “Foundation drainage specification section 33 41 13.”
• REVISE paragraph 2.1.D.1:
o “Use commercial Concrete & Garage Floor Epoxy Acrylic Paint with a 10-12” height stencil for crypt concrete lid & inside wall surface numbering. Paint as manufactured by BEHR Deep Base #930 or approved equal. The use of an approved equivalent spray paint product, if approved by the NCA Crypt
Specialist, shall only be for use on the interior crypt numbers."
• ADD paragraph 2.4.B:
o “Drainage board may be used in place of geosynthetic fabric if approved by COR."
• ADD paragraph 2.5 GEOSYNTHETIC FABRIC:
o 2.5.A
“Shall comply with specification section 33 41 13 Foundation
Drainage Para 2.1.F Filter Fabric.”
• REVISE paragraph 3.4.B.4:
o “After crypt installation and prior to backfill, remove lids with the specified lifting apparatus for crypt inspection by the COR inspector and numbering.
Numbers furnished by NCA shall be painted with a 10-12” height stencil on the outside of the crypt lids and on the upper inside crypt short wall, both at the headstone end. Numbers shall be permanent paint as specified and approximately twelve inches high. Crypt lid number painting must be applied to a clean, dust-free surface requiring paint application within 10 seconds of surface cleaning. After completion of inspection and marking, the
Contractor shall replace the lids. Any damage to lids or crypts will be the responsibility of the contractor.”
• REVISE paragraph 3.7.H:
o “Install backfill on top of units and compact. Backfill shall be as shown on plans. In absence of plan detail, backfill on top of units working from bottom up consists of 3 inches of uniformly graded natural sand layer per Indiana
DOT specifications (904.02.e Fine Aggregates – Mortar Sand), soil to specified level, and 100 mm (4 inches) minimum of topsoil as the final layer.
The entire backfill atop units shall be compacted to 85% density (Standard
Proctor (AASHTO T-99).”
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31 20 11 EARTH MOVING (SHORT FORM)
• REVISE paragraph 2.1.C Fertilizer to be 2.1.E Fertilizer
• ADD paragraph 2.1.C AGGREGARE BASE & COMPACTED AGGREGATE BASE:
o 2.1.C.1:
“Material complying with INDOT specifications section 300 INDOT specifications section 904.03.e #53 Base Material.”
o 2.1.C.2:
“Material acceptable for use complying with geotechnical report.”
• REVISE paragraph 2.1.D Seed to be 2.1.F Seed
• ADD paragraph 2.1.D SAND (PREPLACED CRYPTS):
o 2.1.D.1:
“Material complying with specification section 03 48 21.”
o 2.1.D.2:
“Material complying with INDOT specifications section 904.02.e
Fine Aggregates – Mortar sand” o 2.1.D.3:
“Material acceptable for use complying with geotechnical report.”
• REVISE paragraph 2.1.E Sod to be 2.1.G Sod
32 90 00 PLANTING
• REVISE paragraph 2.15.A with metal edging.
• ADD NATIVE SEED MIX paragraph 2.18.C.1
26 32 13 ENGINE GENERATORS
• REMOVE paragraph 2.5 FUEL SYSTEM – C & D.
Added Specifica8ons
07 27 26 Fluid-Applied Membrane Air Barriers, Vapor permeable
28 31 00 Fire Detec8on and Alarm
End of Addendum #1
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