Bid Drawings 915CM3010 IGC Cemetery Expansion at ALNC.pdf
PDF 17 MB Posted
- Attached to
- Y1PZ--915CM3010 In Ground Cremains Cemetery Expansion at Abraham Lincoln National Cemetery
- Solicitation number
- 36C78625B0037
About this file
These bid drawings detail the In-Ground Cremains (IGC) Cemetery Expansion project for Section 24 at the Abraham Lincoln National Cemetery in Elwood, Illinois. The comprehensive set of technical drawings, prepared by Anderson Engineering of Minnesota, LLC, covers multiple aspects of the project including site conditions, demolition, access and logistics, gravesite layout, utilities, irrigation, and planting plans. The project scope involves creating 2,125 new in-ground cremation burial plots in a 0.81-acre section, with precise grid monument and section marker placement, drainage systems, and landscape elements.
The drawings specify detailed technical requirements for site preparation, including excavation, utility installation, irrigation systems, and landscaping. Key elements include a 6-inch perforated HDPE underdrain system, irrigation infrastructure with rotor sprinklers and quick coupler valves, and specified grading with erosion control measures. The project documents are dated May 22, 2025, with an expiration date of November 30, 2025, and are part of VA Project Number 915-CM-3010. The drawings provide comprehensive engineering and design specifications to guide the construction and expansion of the cemetery section, ensuring precise burial plot layout and infrastructure development.
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Other files
| File | Type | Posted |
|---|---|---|
| Revised Davis-Bacon Wage Determination IL20250011 07-04-2025.pdf | ||
| 36C78625B0037 0001.docx | DOCX document | |
| S02 IFB Cost Estimate Worksheet.xlsx | XLSX spreadsheet | |
| Bid Specifications 915CM3010 IGC Cemetery Expansion at ALNC.pdf | ||
| VAAR 852.219-75 VA Notice of Limitations On Subcontracting Certificate.docx | DOCX document | |
| 36C78625B0037_1.docx | DOCX document |
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Text version
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Date:
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Project Title:
BID DOCUMENTS
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date Checked
STAMPARCHITECT/ENGINEER OF RECORDCONSULTANTS
U.S. Department of Veterans Affairs
Drawn
BID DOCUMENTS
OF 20
ALNC
IGC SECTION 24
915-CM-3010
IRRIGATION TERRACON
20953 W HOFF RD, ELWOOD, IL 60421
COST ESTIMATING
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18263
Irrigation Engineering
Aqua Engineering, Inc.
300 Boardwalk Dr., Unit 4B., Fort Collins, CO 80525
(970) 372-6104 Robert Beccard, P.E.
Geotechnical Engineering
Terracon Consultants, Inc.
1145 N Main Street Lombard, IL 60148
(815) 342-1243 Alexander Wolfe, P.E.
OCMI, Cost Estimating
OCMI, Inc 2100 N Greenville Ave Richardson, Texas 75082
(469) 431-0571 Kyle Veater
Office of Design and Construction
Services
MAY 22, 2025
COVER SHEET
MBB DOA
G001
DEPARTMENT OF VETERANS AFFAIRS
ABRAHAM LINCOLN NATIONAL CEMETERY
GRAVESITE EXPANSION - IGC 24 | VA PROJECT NO. 915CM3010
CONSULTANTS
ANDERSON ENGINEERING OF MN, LLC
PROJECT MANAGEMENT, CIVIL ENGINEERING,
LANDSCAPE ARCHITECTURE, LAND SURVEYING,
CEMETERY PLANNING:
20953 W. HOFF ROAD, ELWOOD, IL 60421
13605 1ST AVENUE NORTH, SUITE 100
PLYMOUTH, MN 55441
CONTACT: MICHAEL BRANDVOLD, PE
PHONE: (763) 412-4017
N
PRIME CONSULTANT
SHEET INDEX
AQUA ENGINEERING
IRRIGATION ENGINEERING
OCMI
COST ESTIMATOR
TERRACON
GEOTECHNICAL ENGINEER
PROJECT
LOCATION
PROJECT
LOCATION
SHEET TITLE PAGE
GENERAL
G001 COVER SHEET 1
V101 EXISTING CONDITIONS 2
V102 EXISTING CONDITIONS 3
BORINGS
B101 BORING LOCATION 4
B102 BORING LOG 5
DEMOLITION
CD101 DEMOLITION PLAN 6
CD102 DEMOLITION PLAN 7
OPERATIONS
CO101 ACCESS & LOGISTICS OVERALL 8
CO501 ACCESS & LOGISTICS DETAILS 9
SITE PLAN
CS101 SITE PLAN 10
GRAVESITE BURIAL SECTIONS
CB401 GRAVESITE LAYOUT SECTION 24 11
CB402 GRAVESITE NUMBERING SECTION 24 12
CB501 DETAILS 13
GRADING PLAN
CG101 GRADING & EROSION CONTROL PLAN 14
UTILITIES
CU101 UTILITY PLAN 15
PLANTING
LP101 PLANTING PLAN 16
IRRIGATION
IR100 IRRIGATION NOTES AND LEGEND 17
IR101 IRRIGATION PLAN 18
IR501 IRRIGATION DETAILS 19
IR502 IRRIGATION DETAILS 20
SITE DATA
GRAVESITE SUMMARY:
PROJECT
SECTION
NUMBER PLOT SIZE
CASKET PLOTS CREMAIN PLOTS
GREEN
BURIAL
TOTAL
GRAVESITES ACRES PPC OPPC TRAD IGC NICHES
MEM
WALL
24 4' x 4' - - - 2,125 - - - 2,125 ~0.81
N
300 BOARDWALK DR., UNIT 4B.,
FORT COLLINS, CO 80525
CONTACT: ROBERT BECCARD, P.E.
PHONE: (970) 372-6104
1145 N. MAIN STREET
LOMBARD, IL 60148
CONTACT: ALEXANDER WOLFE, P.E.
PHONE: (815) 342-1243
2100 N GREENVILLE AVE
RICHARDSON, TEXAS 75082
CONTACT: KYLE VEATER
PHONE: (469) 431-0571
1 SITE LOCATION MAP
NTS 2 SITE VICINITY MAP
NTS
2025.05.22
EXP. 2025.11.30
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DES PLAINES RIVER
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KANKAKEE
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RIVER
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ILLINOIS ROUTE 53
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HOFF ROAD
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ARSENAL RD
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JOLIET
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ELWOOD
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WILMINGTON
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DIAGONAL RD
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WALTER STRAWN DR
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HWY-53
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EDWIN J. Y. BRODMARKLE 062-07745-0774507745
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21 4 5 6 7 8 9 10
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Date:
Drawing Title:
Approved: Project Director
Project Title:
BID DOCUMENTS
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date Checked
STAMPARCHITECT/ENGINEER OF RECORDCONSULTANTS
U.S. Department of Veterans Affairs
Drawn
BID DOCUMENTS
OF 20
ALNC
IGC SECTION 24
915-CM-3010
IRRIGATION TERRACON
20953 W HOFF RD, ELWOOD, IL 60421
COST ESTIMATING
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18263
KEY MAP
(N.T.S.)
N
Irrigation Engineering
Aqua Engineering, Inc.
300 Boardwalk Dr., Unit 4B., Fort Collins, CO 80525
(970) 372-6104 Robert Beccard, P.E.
Geotechnical Engineering
Terracon Consultants, Inc.
1145 N Main Street Lombard, IL 60148
(815) 342-1243 Alexander Wolfe, P.E.
OCMI, Cost Estimating
OCMI, Inc 2100 N Greenville Ave Richardson, Texas 75082
(469) 431-0571 Kyle Veater
Office of Design and Construction
Services
MAY 22, 2025
EXISTING CONDITIONS
V101
NH DO 2
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GATE
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EDGE OF BITUMINOUS
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EDGE OF BITUMINOUS
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EDGE OF GRAVEL
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CONCRETE CURB
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EDGE OF BITUMINOUS
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EDGE OF BITUMINOUS
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CHAINLINK FENCE
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TOPOGRAPHIC INFORMATION FROM JAN 2025
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WALTER STRAWN DR
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WALTER STRAWN DR
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TOPOGRAPHIC INFORMATION FROM MAY 2023
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TOPOGRAPHIC INFORMATION FROM MAY 2023
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TOPOGRAPHIC INFORMATION FROM MAY 2023
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TOPOGRAPHIC INFORMATION FROM MAY 2023
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RIM=644.5
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INV.=635.3
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24" RCP
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15" RCP
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RIM=647.6
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NE.INV.=635.1
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NW.INV.=634.4
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SW.INV.=634.2
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24" RCP
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RIM=648.8
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INV.=640.0
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15" RCP
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RIM=647.6
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NW.INV.=638.9
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SE.INV.=634.8
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15" RCP
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24" RCP
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24" RCP
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RIM=647.8
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NE.INV.=633.7
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SE.INV.=633.5
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NW.INV.=635.2
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SW.INV.=635.1
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RIM=640.0
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INV.=637.4
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RIM=639.6
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W.INV.=637.0
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INV.=636.9
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RIM=644.7
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N.INV.=636.3
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SW.INV.=635.8
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RIM=644.6
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NE.INV.=635.0
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18" RCP
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18" RCP
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24" RCP
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PVC 10"
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PVC 10"
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MATCH LINE SEE SHEET V102V102
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AutoCAD SHX Text The vertical datum is NAVD 88. Geoid 18.
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NOTES:
AutoCAD SHX Text The horizontal datum is Illinois East State Plane Coordinate System (FIPS) 1301 (US Feet), NAD83.
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DEPARTMENT OF VETERANS AFFAIRS
AutoCAD SHX Text PROPERTY LOCATION: 20953 West Hoff Road, Elwood, Illinois.
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SURVEY FOR:
AutoCAD SHX Text I hereby certify that all information indicated on this drawing was obtained or verified by actual measurements in the field, and that every effort has been made to furnish complete and accurate information.
AutoCAD SHX Text by:
AutoCAD SHX Text Dated: January 7, 2025
AutoCAD SHX Text Daniel Greenwald Illinois License No. 3956
AutoCAD SHX Text The location and extent of underground utilities, if shown, are based upon existing drawings provided by the utility companies and VA, above ground evidence. Exclusive of excavation, there is no guarantee as to the accuracy or the completeness of this information. The size and location should be considered approximate. Additional underground utilities may be present. Verification of the existence and location of all utilities should be obtained from the utility owners prior to any planning or design. In accordance with State Statute, the location of utilities shall be confirmed prior to any demolition or construction.
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EXISTING MINOR CONTOUR
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10VA FORM 08-6231
Date:
Drawing Title:
Approved: Project Director
Project Title:
BID DOCUMENTS
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date Checked
STAMPARCHITECT/ENGINEER OF RECORDCONSULTANTS
U.S. Department of Veterans Affairs
Drawn
BID DOCUMENTS
OF 20
ALNC
IGC SECTION 24
915-CM-3010
IRRIGATION TERRACON
20953 W HOFF RD, ELWOOD, IL 60421
COST ESTIMATING
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18263
KEY MAP
(N.T.S.)
N
Irrigation Engineering
Aqua Engineering, Inc.
300 Boardwalk Dr., Unit 4B., Fort Collins, CO 80525
(970) 372-6104 Robert Beccard, P.E.
Geotechnical Engineering
Terracon Consultants, Inc.
1145 N Main Street Lombard, IL 60148
(815) 342-1243 Alexander Wolfe, P.E.
OCMI, Cost Estimating
OCMI, Inc 2100 N Greenville Ave Richardson, Texas 75082
(469) 431-0571 Kyle Veater
Office of Design and Construction
Services
MAY 22, 2025
EXISTING CONDITIONS
V102
NH DO 3
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SECTION 22
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EXISTING
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TRAD
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GATE
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GATE
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24" RCP
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RIM=644.7
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N.INV.=631.8
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E.INV.=632.0
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S.INV.=631.9
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RIM=647.6
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NE.INV.=635.1
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NW.INV.=634.4
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SW.INV.=634.2
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24" RCP
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18" RCP
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RIM=643.0
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N.INV.=630.8
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E.INV.=630.9
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RIM=643.0
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E.INV.=635.2
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SCALE:1
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0 30' 60'
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Date:
Drawing Title:
Approved: Project Director
Project Title:
BID DOCUMENTS
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date Checked
STAMPARCHITECT/ENGINEER OF RECORDCONSULTANTS
U.S. Department of Veterans Affairs
Drawn
BID DOCUMENTS
OF 20
ALNC
IGC SECTION 24
915-CM-3010
IRRIGATION TERRACON
20953 W HOFF RD, ELWOOD, IL 60421
COST ESTIMATING
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18263
KEY MAP
(N.T.S.)
N
Irrigation Engineering
Aqua Engineering, Inc.
300 Boardwalk Dr., Unit 4B., Fort Collins, CO 80525
(970) 372-6104 Robert Beccard, P.E.
Geotechnical Engineering
Terracon Consultants, Inc.
1145 N Main Street Lombard, IL 60148
(815) 342-1243 Alexander Wolfe, P.E.
OCMI, Cost Estimating
OCMI, Inc 2100 N Greenville Ave Richardson, Texas 75082
(469) 431-0571 Kyle Veater
Office of Design and Construction
Services
MAY 22, 2025
EXISTING
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EXISTING TELEPHONE
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ELECTRIC
EXISTING HYDRANT AND GV
EXISTING SANITARY MANHOLE
EXISTING STORM SEWER INLET
BORING LOCATION
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DuPage River Drive
Des Plaines River Drive
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LATITUDE
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LONGITUDE
AutoCAD SHX Text 41°23'50.22"
AutoCAD SHX Text 88°07'52.88"
AutoCAD SHX Text 41°23'48.86"
AutoCAD SHX Text 88°07'53.45"
AutoCAD SHX Text 41°23'48.05"
88°07'51.46"
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10VA FORM 08-6231
Date:
Drawing Title:
Approved: Project Director
Project Title:
BID DOCUMENTS
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date Checked
STAMPARCHITECT/ENGINEER OF RECORDCONSULTANTS
U.S. Department of Veterans Affairs
Drawn
BID DOCUMENTS
OF 20
ALNC
IGC SECTION 24
915-CM-3010
IRRIGATION TERRACON
20953 W HOFF RD, ELWOOD, IL 60421
COST ESTIMATING
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18263
KEY MAP
(N.T.S.)
N
Irrigation Engineering
Aqua Engineering, Inc.
300 Boardwalk Dr., Unit 4B., Fort Collins, CO 80525
(970) 372-6104 Robert Beccard, P.E.
Geotechnical Engineering
Terracon Consultants, Inc.
1145 N Main Street Lombard, IL 60148
(815) 342-1243 Alexander Wolfe, P.E.
OCMI, Cost Estimating
OCMI, Inc 2100 N Greenville Ave Richardson, Texas 75082
(469) 431-0571 Kyle Veater
Office of Design and Construction
Services
MAY 22, 2025
BORING LOG
MBB DOA
B102
NOTE: SEE GEOTECHNICAL REPORT FOR MORE INFORMATION.
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321 4 5 6 7 8 9 10VA FORM 08-6231
Date:
Drawing Title:
Approved: Project Director
Project Title:
BID DOCUMENTS
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date Checked
STAMPARCHITECT/ENGINEER OF RECORDCONSULTANTS
U.S. Department of Veterans Affairs
Drawn
BID DOCUMENTS
OF 20
ALNC
IGC SECTION 24
915-CM-3010
IRRIGATION TERRACON
20953 W HOFF RD, ELWOOD, IL 60421
COST ESTIMATING
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18263
KEY MAP
(N.T.S.)
N
Irrigation Engineering
Aqua Engineering, Inc.
300 Boardwalk Dr., Unit 4B., Fort Collins, CO 80525
(970) 372-6104 Robert Beccard, P.E.
Geotechnical Engineering
Terracon Consultants, Inc.
1145 N Main Street Lombard, IL 60148
(815) 342-1243 Alexander Wolfe, P.E.
OCMI, Cost Estimating
OCMI, Inc 2100 N Greenville Ave Richardson, Texas 75082
(469) 431-0571 Kyle Veater
Office of Design and Construction
Services
MAY 22, 2025
DEMOLITION PLAN
MBB DOA
CD101
SCALE:1
DEMOLITION PLAN
1:30 (30"x42" PLAN SHEET)
0 30' 60'
EXISTING
SECTION 27
PPC
EXISTING
SECTION 26
PPC
EXISTING
SECTION 22
OPPC
APPROXIMATE
CLEAR AND
GRUB LIMITS
COMM ED
EASEMENT LIMITS
BURIAL LEGEND
IGC
PPC
OPPC
IN-GROUND CREMAINS ( 4'x4' )
PRE-PLACED CRYPTS ( 3'x8' )
OVERSIZED PRE-PLACED CRYPTS ( 4'x10' )
LEGEND
PROPERTY LIMITS
APPROXIMATE CLEAR AND GRUB
LIMITS
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING FENCE
EXISTING GAS MAIN
EXISTING OVERHEAD WIRES
EXISTING TELEPHONE
EXISTING UNDERGROUND
ELECTRIC
EXISTING HYDRANT AND GV
EXISTING SANITARY MANHOLE
EXISTING STORM SEWER INLET
MATCHLINE - SHEET CD102
M A
TC
H
LI
N
E S
E E
S H
E E
T C
D
DuPage River Drive
Des Plaines River Drive
DEMOLITION NOTES
1. RESTORE ALL DISTURBED AREAS TO
EXISTING CONDITIONS FOR WORK
WITHIN THIS EXISTING CEMETERY,
UNLESS OTHERWISE NOTED.
2. RESTORE IN KIND CHAINLINK FENCING.
3. RESTORE IN KIND STORM CULVERT
PIPES AT/NEAR WALTER STRAWN DR .
RESTORE IN KIND CHAINLINK FENCING.
RESTORE IN KIND STORM CULVERT
PIPES AT/NEAR WALTER STRAWN DR.
PROTECT EXITING UTILITY TO REMAIN.
PROTECT EXISTING STORM MANHOLE
FOR CONNECTION OF DRAINTILE.
REMOVE EXISTING STORM PIPE AND
STUB
KEY NOTES
*KEY NOTES APPLY TO ALL SHEETS
2025.05.22
EXP. 2025.11.30
AutoCAD SHX Text
GATE
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text B I T U M I N O U S
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GATE
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GATE
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RIM=644.5
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INV.=635.3
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24" RCP
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15" RCP
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RIM=647.6
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NE.INV.=635.1
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NW.INV.=634.4
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SW.INV.=634.2
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24" RCP
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RIM=648.8
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INV.=640.0
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15" RCP
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RIM=647.6
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NW.INV.=638.9
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SE.INV.=634.8
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15" RCP
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24" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
RIM=647.8
AutoCAD SHX Text
NE.INV.=633.7
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SE.INV.=633.5
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
RIM=644.7
AutoCAD SHX Text
N.INV.=631.8
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E.INV.=632.0
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S.INV.=631.9
AutoCAD SHX Text
RIM=647.6
AutoCAD SHX Text
NE.INV.=635.1
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NW.INV.=634.4
AutoCAD SHX Text
SW.INV.=634.2
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
NW.INV.=635.2
AutoCAD SHX Text
SW.INV.=635.1
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
RIM=644.7
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N.INV.=636.3
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SW.INV.=635.8
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RIM=644.6
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NE.INV.=635.0
AutoCAD SHX Text
18" RCP
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24" RCP
AutoCAD SHX Text
RIM=643.0
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N.INV.=630.8
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E.INV.=630.9
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S.INV.=630.9
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RIM=643.0
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E.INV.=635.2
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E.INV.=630.9
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S.INV.=630.9
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RIM=646.3 INV=632.8
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RIM=646.3 INV=641.5
AutoCAD SHX Text
INV=642.2
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
18" RCP
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AutoCAD SHX Text R
AutoCAD SHX Text
EDWIN J. Y. BRODMARKLE 062-07745-0774507745
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10VA FORM 08-6231
Date:
Drawing Title:
Approved: Project Director
Project Title:
BID DOCUMENTS
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date Checked
STAMPARCHITECT/ENGINEER OF RECORDCONSULTANTS
U.S. Department of Veterans Affairs
Drawn
BID DOCUMENTS
OF 20
ALNC
IGC SECTION 24
915-CM-3010
IRRIGATION TERRACON
20953 W HOFF RD, ELWOOD, IL 60421
COST ESTIMATING
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18263
KEY MAP
(N.T.S.)
N
Irrigation Engineering
Aqua Engineering, Inc.
300 Boardwalk Dr., Unit 4B., Fort Collins, CO 80525
(970) 372-6104 Robert Beccard, P.E.
Geotechnical Engineering
Terracon Consultants, Inc.
1145 N Main Street Lombard, IL 60148
(815) 342-1243 Alexander Wolfe, P.E.
OCMI, Cost Estimating
OCMI, Inc 2100 N Greenville Ave Richardson, Texas 75082
(469) 431-0571 Kyle Veater
Office of Design and Construction
Services
MAY 22, 2025
DEMOLITION PLAN
MBB DOA
CD102
SCALE:1
DEMOLITION PLAN
1:30 (30"x42" PLAN SHEET)
0 30' 60'
BURIAL LEGEND
IGC
PPC
OPPC
IN-GROUND CREMAINS ( 4'x4' )
PRE-PLACED CRYPTS ( 3'x8' )
OVERSIZED PRE-PLACED CRYPTS ( 4'x10' )
LEGEND
PROPERTY LIMITS
APPROXIMATE CLEAR AND GRUB
LIMITS
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING FENCE
EXISTING GAS MAIN
EXISTING OVERHEAD WIRES
EXISTING TELEPHONE
EXISTING UNDERGROUND
ELECTRIC
EXISTING HYDRANT AND GV
EXISTING SANITARY MANHOLE
EXISTING STORM SEWER INLET
M A
TC
H
LI
N
E
S H
E E
T C
D
APPROXIMATE
CLEAR AND
GRUB LIMITS
MATCHLINE - SHEET CD101
Des Plaines River Drive
DEMOLITION NOTES
1. RESTORE ALL DISTURBED AREAS TO
EXISTING CONDITIONS FOR WORK
WITHIN THIS EXISTING CEMETERY,
UNLESS OTHERWISE NOTED.
2. RESTORE IN KIND CHAINLINK FENCING.
3. RESTORE IN KIND STORM CULVERT
PIPES AT/NEAR WALTER STRAWN DR .
RESTORE IN KIND CHAINLINK FENCING.
RESTORE IN KIND STORM CULVERT
PIPES AT/NEAR WALTER STRAWN DR.
PROTECT EXITING UTILITY TO REMAIN.
PROTECT EXISTING STORM MANHOLE
FOR CONNECTION OF DRAINTILE.
REMOVE EXISTING STORM PIPE AND
STUB
KEY NOTES
*KEY NOTES APPLY TO ALL SHEETS
2025.05.22
EXP. 2025.11.30
AutoCAD SHX Text
GATE
AutoCAD SHX Text
EDGE OF BITUMINOUS
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EDGE OF BITUMINOUS
AutoCAD SHX Text G R A V E L
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EDGE OF GRAVEL
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CONCRETE CURB
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CONCRETE CURB
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CONCRETE CURB
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CONCRETE CURB
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CONCRETE CURB
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CONCRETE CURB
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CONCRETE CURB
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text G R A V E L
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
CHAINLINK FENCE
AutoCAD SHX Text
WALTER STRAWN DR
AutoCAD SHX Text
WALTER STRAWN DR
AutoCAD SHX Text
S WALTON DR
AutoCAD SHX Text
RIM=644.5
AutoCAD SHX Text
INV.=635.3
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
RIM=648.8
AutoCAD SHX Text
INV.=640.0
AutoCAD SHX Text
RIM=647.6
AutoCAD SHX Text
NW.INV.=635.2
AutoCAD SHX Text
SW.INV.=635.1
AutoCAD SHX Text
RIM=640.0
AutoCAD SHX Text
INV.=637.4
AutoCAD SHX Text
RIM=639.6
AutoCAD SHX Text
W.INV.=637.0
AutoCAD SHX Text
INV.=636.9
AutoCAD SHX Text
RIM=644.7
AutoCAD SHX Text
N.INV.=636.3
AutoCAD SHX Text
SW.INV.=635.8
AutoCAD SHX Text
RIM=644.6
AutoCAD SHX Text
NE.INV.=635.0
AutoCAD SHX Text
18" RCP
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18" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
PVC 10"
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PVC 10"
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EDWIN J. Y. BRODMARKLE 062-07745-0774507745
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GAS GAS
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66' GAS CO.
EASE. DOC. NO.
1014326
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COMMONWEALTH EDISON EASE. DOC. NO. R74-19438
COMMONWEALTH EDISON EASE. DOC. NO. R74-19438
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NORTHERN ILL.
GAS CO. EASE.
DOC. NO. R72-30719
POWER TRANSMISSION TOWER
POWER
TRANSMISSION
TOWER
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TRANSMISSION
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RR.
ABANDONED
B A
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LIN
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TI
MA
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D
FE
MA
LI
MI
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0-
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CONDUCTED
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(W
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1-
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COLUMBARIUM 5
(WALLS 89-112)
COLUMBARIUM 6
(WALLS 113-136)
COLUMBARIUM 4
COLUMBARIUM 8
COMMITTAL
SHELTER D
X X X
A
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10VA FORM 08-6231
Date:
Drawing Title:
Approved: Project Director
Project Title:
BID DOCUMENTS
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date Checked
STAMPARCHITECT/ENGINEER OF RECORDCONSULTANTS
U.S. Department of Veterans Affairs
Drawn
BID DOCUMENTS
OF 20
ALNC
IGC SECTION 24
915-CM-3010
IRRIGATION TERRACON
20953 W HOFF RD, ELWOOD, IL 60421
COST ESTIMATING
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18263
KEY MAP
(N.T.S.)
N
Irrigation Engineering
Aqua Engineering, Inc.
300 Boardwalk Dr., Unit 4B., Fort Collins, CO 80525
(970) 372-6104 Robert Beccard, P.E.
Geotechnical Engineering
Terracon Consultants, Inc.
1145 N Main Street Lombard, IL 60148
(815) 342-1243 Alexander Wolfe, P.E.
OCMI, Cost Estimating
OCMI, Inc 2100 N Greenville Ave Richardson, Texas 75082
(469) 431-0571 Kyle Veater
Office of Design and Construction
Services
MAY 22, 2025
BURIAL LEGEND
IGC
PPC
OPPC
TRAD
COL
IN-GROUND CREMAINS ( 4'x4' )
PRE-PLACED CRYPTS ( 3'x8' )
OVERSIZED PRE-PLACED CRYPTS ( 4'x10' )
TRADITIONAL DIRECT BURIAL ( 5'x10' )
COLUMBARIUM COURT
ACCESS & LOGISTICS
OVERALL
MBB DOA
CO101
SCALE:1
ACCESS & LOGISTICS OVERALL
1:250 (30"x42" PLAN SHEET)
N
LEGEND
SEC. ##
PROPERTY LIMITS
CREEK / RIVER EXTENTS
CREEK / RIVER ESTIMATED 100YR
FLOOD PLAIN
ASSUMED WETLAND LIMITS
HEADSTONE (FACE) DIRECTION
BURIAL SECTION NUMBER
ACCESS ROUTE SEE KEY NOTESSITE ACCESS
1. CONSTRUCTION WORKER PERSONAL VEHICLES SHALL PARK
IN NORTH ACCESS ZONE OR CONTRACTOR TRAILER YARD.
ALL DAMAGE TO BOULEVARD SHALL BE REPAIRED BY
CONTRACTOR AT NO COST TO GOVERNMENT..
2. CONSTRUCTION VEHICLE PARKING LIMITED TO WORK ZONES
ONLY. NO PARKING ON CEMETERY ROADS.
3. MAINTAIN OPEN ACCESS TO ALL PARTS OF CEMETERY AT
ALL TIMES. SCHEDULE LIMITED ROAD CLOSURES FOR
UTILITY WORK WITH CEMETERY DIRECTOR.
4. MAINTAIN ALL ROADS IN CLEAR, SAFE CONDITION. ONGOING
STREET SWEEPING SHALL BE EMPLOYED.
CONSTRUCTION CIRCULATION - GENERAL
GENERAL NOTES
1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL
DURING CLOSURES. DISCUSS ALL ROAD CLOSURES
WITH CEMETERY STAFF AT LEAST 72 HOURS IN
ADVANCE OF CLOSURE.
2. CONTRACTOR REQUIRED TO PROVIDE SAFETY
SIGNAGE, BARRICADES, AND/OR CONSTRUCTION
FENCING TO PROTECT AREAS OF CONSTRUCTION
FROM GENERAL PUBLIC ACCESS.
3. ALL CONSTRUCTION SHALL COMPLY WITH
RECOMMENDATIONS OF THE GEOTECHNICAL
ENGINEER AND GEOTECHNICAL REPORT UNLESS
DIRECTED OTHERWISE.
4. ALL CONSTRUCTION SHALL COMPLY WITH MOST
CURRENT NCA SPECIFICATIONS UNLESS SPECIFIED
OTHERWISE. WHERE WORK IS NOT COVERED BY
NCA SPECIFICATIONS, CONTRACTOR TO COMPLY
WITH 2022 EDITION OF IDOT STANDARD
CONSTRUCTION SPECIFICATIONS.
5. ALL WORK TO BE PERFORMED IN A LEGAL MANNER
AND IN ACCORDANCE WITH FEDERAL, STATE, AND
LOCAL REGULATIONS.
6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR
TO CONSTRUCTION ACTIVITIES.
7. THE LOCATION AND TYPE OF EXISTING UTILITIES
SHOWN ON THE PLANS ARE FOR GENERAL
INFORMATION ONLY. THE INFORMATION IS NOT
WARRANTED TO BE ACCURATE OR COMPLETE. THE
CONTRACTOR, IN COOPERATION WITH THE
APPROPRIATE UTILITY COMPANY, CEMETERY, OR
MUNICIPALITY, IS RESPONSIBLE FOR VERIFYING
THE LOCATION AND DEPTH OF ALL UNDERGROUND
UTILITIES.
8. LOCATE AND PROTECT EXISTING UTILITIES UNLESS
OTHERWISE NOTED.
9. SUBSTITUTIONS FROM INFORMATION SHOWN
HEREON SHALL BE REVIEWED AND APPROVED BY
THE COR.
10. ALL CONSTRUCTION AREAS, INCLUDING
CONTRACTOR STAGING AREAS, TO BE FENCED OFF
WITH TEMPORARY CHAIN LINK FENCE. TEMPORARY
FENCING OR GATES ON PAVED AREAS SHALL BE ON
STANDS.
11. RESTORE ALL DISTURBED AREAS TO THEIR
ORIGINAL CONDITION.
KEY NOTES
NORTH ACCESS (HEAVY EQUIPMENT AND TRUCKS)
ROCK CONSTRUCTION ENTRANCE. SEE DETAIL 1/CO501
CONTRACTOR TRAILER YARD, FIELD VERIFY EXISTING ELECTRIC
STUBS
CONTRACTOR JOB TRAILER BY GENERAL CONTRACTOR
WALTER STRAWN DR ACCESS (PERSONAL VEHICLES ONLY. NO
HEAVY EQUIPMENT OR TRUCKS)
HWY 53 ACCESS (PERSONAL VEHICLES ONLY. NO HEAVY
EQUIPMENT OR TRUCKS)
0 250' 500'
EX.
PPC 31
EX.
PPC 30
EX.
PPC 29 EX.
PPC28
EX.
PPC 27
EX.
PPC 26
EX.
OPPC22
EX.
TRAD 21
IGC 24
WALTER STRAWN DR
HW
Y
2025.05.22
EXP. 2025.11.30
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IRRIGATION CONTROL WIRES
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2-2" DIA. PVC SLEEVES (40" DEEP)
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10VA FORM 08-6231
Date:
Drawing Title:
Approved: Project Director
Project Title:
BID DOCUMENTS
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date Checked
STAMPARCHITECT/ENGINEER OF RECORDCONSULTANTS
U.S. Department of Veterans Affairs
Drawn
BID DOCUMENTS
OF 20
ALNC
IGC SECTION 24
915-CM-3010
IRRIGATION TERRACON
20953 W HOFF RD, ELWOOD, IL 60421
COST ESTIMATING
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18263
KEY MAP
(N.T.S.)
N
Irrigation Engineering
Aqua Engineering, Inc.
300 Boardwalk Dr., Unit 4B., Fort Collins, CO 80525
(970) 372-6104 Robert Beccard, P.E.
Geotechnical Engineering
Terracon Consultants, Inc.
1145 N Main Street Lombard, IL 60148
(815) 342-1243 Alexander Wolfe, P.E.
OCMI, Cost Estimating
OCMI, Inc 2100 N Greenville Ave Richardson, Texas 75082
(469) 431-0571 Kyle Veater
Office of Design and Construction
Services
MAY 22, 2025
ACCESS & LOGISTICS
DETAILS
MBB
CO501
DOA 9
50' MINIMUM
AS REQUIRED
6" MINIMUM
1"-2" WASHED ROCK
SCALE:1
ROCK CONSTRUCTION ENTRANCE
NTS
NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO
WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR
WOOD POSTS WITH STAPLES.
DIRECTION OF
RUNOFF FLOW
2' MIN
ENGINEERING FABRIC
FABRIC ANCHORAGE TRENCH
BACKFILL WITH TAMPED
NATURAL SOILMETAL OR WOOD
POST OR STAKE
WIRE MESH
REINFORCEMENT
(OPTIONAL)
TYPICAL INSTALLATION
NATURAL SOIL
6" MIN.
6" MIN.
SCALE:2
EROSION CONTROL FENCE
NTS
1" (25 mm) REBAR
FOR BAG REMOVAL
FROM INLET
EXPANSION RESTRAINT
[1/4" (6 mm) NYLON ROPE, 2" (51 mm) FLAT
WASHERS]
2 EACH DUMP
STRAPS
DUMP STRAP
SILT SACK
SCALE:3
INLET PROTECTION SEDIMENT FILTER SACK
NTS
2025.05.22
EXP. 2025.11.30
SCALE:4
EXISTING GRAVEL STORAGE
1":150'
EXISTING GRAVEL
STORAGE FOR
CONTRACTOR USE
AutoCAD SHX Text S
AutoCAD SHX Text
2" SANITARY SEWER FORCE MAIN FROM PLANS
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MH
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HYD
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HYD
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HYD
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CB
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CB
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CB
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CB
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CB
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AutoCAD SHX Text W
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AutoCAD SHX Text 1" W
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MH
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MH
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MH
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MH
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AutoCAD SHX Text C
AutoCAD SHX Text W
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EM
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EM
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3" WATER MAIN (DOMESTIC)
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3" WATER MAIN (DOMESTIC)
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PUMP STATION
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ELEC. TOWER
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ELEC. TOWER
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WALL
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EDWIN J. Y. BRODMARKLE 062-07745-0774507745
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21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10VA FORM 08-6231
Date:
Drawing Title:
Approved: Project Director
Project Title:
BID DOCUMENTS
Phase Project Number
Building Number
Drawing NumberLocation
Issue Date Checked
STAMPARCHITECT/ENGINEER OF RECORDCONSULTANTS
U.S. Department of Veterans Affairs
Drawn
BID DOCUMENTS
OF 20
ALNC
IGC SECTION 24
915-CM-3010
IRRIGATION TERRACON
20953 W HOFF RD, ELWOOD, IL 60421
COST ESTIMATING
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18263
KEY MAP
(N.T.S.)
N
Irrigation Engineering
Aqua Engineering, Inc.
300 Boardwalk Dr., Unit 4B., Fort Collins, CO 80525
(970) 372-6104 Robert Beccard, P.E.
Geotechnical Engineering
Terracon Consultants, Inc.
1145 N Main Street Lombard, IL 60148
(815) 342-1243 Alexander Wolfe, P.E.
OCMI, Cost Estimating
OCMI, Inc 2100 N Greenville Ave Richardson, Texas 75082
(469) 431-0571 Kyle Veater
Office of Design and Construction
Services
MAY 22, 2025
BURIAL LEGEND
IGC
PPC
OPPC
IN-GROUND CREMAINS ( 4'x4' )
PRE-PLACED CRYPTS ( 3'x8' )
OVERSIZED PRE-PLACED CRYPTS ( 4'x10' )
SITE PLAN
MBB DOA
CS101
SCALE:1
SITE PLAN
1:30 (30"x42" PLAN SHEET)
0 30' 60'
LEGEND
SEC. ##
PROPERTY LIMITS
GRAVESITE LIMITS
HEADSTONE (FACE) DIRECTION
BURIAL SECTION NUMBER
DuPage River Drive
EXISTING
SECTION 27
PPC
EXISTING
SECTION 26
PPC
EXISTING
SECTION 22
OPPC
Des Plaines River Drive
SECTION
24 IGC
SECTION
MARKER
(TYP.)
COMM ED
EASEMENT LIMITS
COMM ED
EASEMENT LIMITS
25.0'
SECTION
MARKER
(TYP.)
GENERAL NOTES
1. FOR SECTION MARKER LOCATION SEE CB401
Du Pa ge R ive r D riv e
2025.05.22
EXP. 2025.11.30
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GATE
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EDGE OF BITUMINOUS
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
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CONCRETE CURB
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CONCRETE CURB
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CONCRETE CURB
AutoCAD SHX Text
EDGE OF BITUMINOUS
AutoCAD SHX Text B I T U M I N O U S
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text
EDWIN J. Y. BRODMARKLE 062-07745-0774507745
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AutoCAD SHX Text E
AutoCAD SHX Text N
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AutoCAD SHX Text E
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AutoCAD SHX Text E
AutoCAD SHX Text S
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AutoCAD…
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