Bid Plans 07282023.pdf

PDF 10 MB Posted Aug 21, 2023

Attached to: Y1AZ--800CM3004: Rostrum and Site Improvement Repairs, 600 Pearl Street Alton National Cemetery Alton, Illinois
Solicitation number: 36C78623B0039
Issued by: Department of Veterans Affairs National Cemetery Administration

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Written by GovTribe AI · Dec 21, 2023

This document provides details for a federal contract opportunity to repair rostrums and improve sites at the Alton National Cemetery in Alton, Illinois. The solicitation number is 36C78623B0039 and is being issued by the Department of Veterans Affairs National Cemetery Administration. The opportunity involves conducting rostrum and site improvement repairs at the 600 Pearl Street location of the Alton National Cemetery. Interested parties should review the attached 10MB Bid Plans file for full specifications. The deadline to respond to this solicitation is July 28, 2023. The award date will be determined upon review of submitted bids.

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File	Type	Posted
Bid Specification 07282023.pdf	PDF	Aug 21, 2023
IFB Solicitation 36C78623B0039 07282023.pdf	PDF	Aug 21, 2023

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MADISON COUNTY

ALTON, ILLINOIS

SITE IMPROVEMENTS

PROJECT NUMBER: 800CM3004

BID DOCUMENTS

LOCATION MAP

N.T.S.

VICINITY MAP

N.T.S.

CONSULTANTS

DRAWING INDEX

SITE/CIVIL

1. GI001 COVER SHEET

2. GI002 HISTORIC PRESERVATION NOTES

3. GI003 GENERAL NOTES, SYMBOLS, ABBREVIATIONS, & DETAILS

4. VL101 EXISTING CONDITIONS & DEMOLITION PLAN

5. VL102 SITE PHOTOS

6. GC101 EROSION & SEDIMENT CONTROL PLAN

7. CS101 SITE PLAN

8. CS501 SITE DETAILS

STRUCTURAL

9. S0.1 STRUCTURAL NOTES, SECTIONS AND DETAILS

10. S1.0 BURIAL SECTIONS B AND C REPAIR PLAN

11. S1.1 ROSTRUM REPAIR PLAN AND SECTIONS

12. S1.2 ROSTRUM PHOTOS

NO. DRAWING DRAWING TITLE

Know what's below.

before you dig.Call

ALTON NATIONAL CEMETERY

PREPARED BY O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

6110 EXECUTIVE BOULEVARD

SUITE 440

ROCKVILLE, MD 20852

PHONE: 202-299-0530

WWW.OCMI.COM

COVER SHEET

GI001

NORTH

Gordon - The LA Group Joint Venture, LLC Integrity Federal Services 148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

MISSOURI

KENTUCKY

PROJECT

LOCATION

CULTURAL RESOURCE ANALYSTS, INC.

151 WALTON AVENUE

LEXINGTON, KY 40508

PHONE: 859-252-4737

FAX: 859-254-3747

WWW.CRAI.COM

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MADISON COUNTY, ILLINOIS

800CM3004

NOVEMBER 2, 2022 MD RPP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALTON NATIONAL CEMETERY

SITE IMPROVEMENTSOCMI

(202) 607-7575

Fil e P ath : G

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-1

1 A

I00 1.D

W G

ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 cra

(859) 252-4737

BROYLES

(757) 436-2070

IOWA

INDIANA

WISCONSIN

JOESTING AVE

L S T

ALTON NATIONAL

CEMETERY

TIN

L S T

PARK DRHI

L S T

BROYLES AND ASSOCIATES, PC

508 BAYLOR COURT

SUITE C

CHESAPEAKE, VA 23320

PHONE: 757-436-2070

WWW.BROYLESANDASSOCIATES.COM

U.S. Department of Veterans Affairs

HISTORIC PRESERVATION NOTE:

THIS PROJECT IS ON AN HISTORIC PROPERTY. ALL

WORK SHALL BE PERFORMED BY QUALIFIES

PERSONNEL AND USING TECHNIQUES AS REQUIRED

BY "THE SECRETARY OF THE INTERIOR'S STANDARDS

FOR THE TREATMENT OF HISTORIC PROPERTIES".

SEE SHEET GI002 FOR ADDITIONAL INFORMAITION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MADISON COUNTY, ILLINOIS

800CM3004

NOVEMBER 2, 2022 MD RPP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALTON NATIONAL CEMETERY

SITE IMPROVEMENTSOCMI

(202) 607-7575

Fil e P ath : G

:\P

\33

-1

1 A

I00 2.D

W G

ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 cra

(859) 252-4737

BROYLES

(757) 436-2070

HISTORIC PRESERVATION NOTES:

STANDARDS FOR PRESERVATION

1. THIS PROJECT IS ON AN HISTORIC PROPERTY AND INVOLVES THE REPAIR AND RESTORATION OF HISTORIC STRUCTURES. ALL WORK SHALL BE PERFORMED BY QUALIFIED PERSONNEL AND USING TECHNIQUES AS REQUIRED BY "THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES". THE FOLLOWING STANDARDS SHALL APPLY, ITEMS OF PARTICULAR EMPHASIS FOR THIS PROJECT HAVE BEEN HIGHLIGHTED:

· A PROPERTY WILL BE USED AS IT WAS HISTORICALLY, OR BE GIVEN A NEW USE THAT MAXIMIZES THE RETENTION OF DISTINCTIVE MATERIALS, FEATURES, SPACES AND SPATIAL RELATIONSHIPS. WHERE A TREATMENT AND USE HAVE NOT BEEN IDENTIFIED, A PROPERTY WILL BE PROTECTED AND, IF NECESSARY, STABILIZED UNTIL ADDITIONAL

WORK MAY BE UNDERTAKEN.

· THE HISTORIC CHARACTER OF A PROPERTY WILL BE RETAINED AND PRESERVED. THE REPLACEMENT OF INTACT OR REPAIRABLE HISTORIC MATERIALS OR ALTERATION OF FEATURES, SPACES AND SPATIAL RELATIONSHIPS THAT CHARACTERIZE A PROPERTY WILL BE AVOIDED.

· EACH PROPERTY WILL BE RECOGNIZED AS A PHYSICAL RECORD OF ITS TIME, PLACE AND USE. WORK NEEDED TO STABILIZE, CONSOLIDATE AND CONSERVE EXISTING HISTORIC MATERIALS AND FEATURES WILL BE PHYSICALLY AND VISUALLY COMPATIBLE, IDENTIFIABLE UPON CLOSE INSPECTION AND PROPERLY DOCUMENTED FOR

FUTURE RESEARCH.

· CHANGES TO A PROPERTY THAT HAVE ACQUIRED HISTORIC SIGNIFICANCE IN THEIR OWN RIGHT WILL BE RETAINED AND PRESERVED.

· DISTINCTIVE MATERIALS, FEATURES, FINISHES AND CONSTRUCTION TECHNIQUES OR EXAMPLES OF CRAFTSMANSHIP THAT CHARACTERIZE A PROPERTY WILL BE

PRESERVED.

· THE EXISTING CONDITION OF HISTORIC FEATURES WILL BE EVALUATED TO DETERMINE THE APPROPRIATE LEVEL OF INTERVENTION NEEDED. WHERE THE SEVERITY OF

DETERIORATION REQUIRES REPAIR OR LIMITED REPLACEMENT OF A DISTINCTIVE FEATURE, THE NEW MATERIAL WILL MATCH THE OLD IN COMPOSITION, DESIGN, COLOR

AND TEXTURE.

· CHEMICAL OR PHYSICAL TREATMENTS, IF APPROPRIATE, WILL BE UNDERTAKEN USING THE GENTLEST MEANS POSSIBLE. TREATMENTS THAT CAUSE DAMAGE TO HISTORIC

MATERIALS WILL NOT BE USED.

· ARCHEOLOGICAL RESOURCES WILL BE PROTECTED AND PRESERVED IN PLACE. IF SUCH RESOURCES MUST BE DISTURBED, MITIGATION MEASURES WILL BE UNDERTAKEN.

· THE GUIDELINES FOR THE TREATMENT OF HISTORIC PROPERTIES ILLUSTRATE THE PRACTICAL APPLICATION OF THESE TREATMENT STANDARDS TO HISTORIC PROPERTIES.

THE DOCUMENT CAN BE FOUND AT THE FOLLOWING LINK: https://www.nps.gov/tps/standards/treatment-guidelines-2017.pdf

· THE GUIDELINES FOR THE TREATMENT OF CULTURAL LANDSCAPES APPLY THESE TREATMENT STANDARDS TO HISTORIC CULTURAL LANDSCAPES. THE DOCUMENT CAN BE

FOUND AT THE FOLLOWING LINK: https://www.nps.gov/tps/standards/four-treatments/landscape-guidelines/index.htm

2. FOR TEMPORARY REMOVAL, STORAGE, CLEANING, RESTORATION & REINSTALLATION OF DECORATIVE METAL RAILINGS & GATES, SEE SPECIFICATION SECTION 05 01 70.

3. PRIOR TO INITIATING CONCRETE REPAIR WORK AT ROSTRUM/STAIRS/STORAGE ROOM/ENTRY, ALL CONCRETE SURFACES SHALL BE CLEANED USING THE GENTLEST MEANS POSSIBLE. CONTRACTOR SHALL EMPLOY THE EXECUTION PROCEDURE ESTABLISHED IN THE DOCUMENT "CLEANING HISTORIC CONCRETE, A GUIDE TO TECHNIQUE AND DECISION MAKING" PUBLISHED BY THE GETTY CONSERVATION INSTITUTE, DATED 2021, ISBN: 978-1-937433-94-9. CLEANING METHODS SELECTED SHALL BE PERFORMED BY A QUALIFIED OPERATOR. CONTRACTOR TO SUBMIT A CLEANING PLAN AND OPERATOR QUALIFICATIONS TO THE VA FOR REVIEW PRIOR TO IMPLEMENTATION.

HISTORIC PRESERVATION NOTES

GI002

ELEVATION

PLAN VIEW

2"x4" FRAMING

4"x4" POSTS (TYP.)

FACE

41 2" 41 2"

6' 3'

1' -7

-5

ALL VISIBLE SURFACES

TO BE PRIMED AND

PAINTED

SIGN ATTACHED

TOGETHER WITH WOOD

SCREWS & LAG BOLTS

FACE PANEL TO BE AN EXTERIOR

GRADE. M.D.O. SHEET OR AN

ALUMINUM SKIN LAMINATED TO A

WOOD OR PLASTIC CORE IS

PREFERRED WITH EDGES

PHYSICALLY SEALED.

4"x4" POSTS

FINISHED GRADE (TYP.)

4' M

4"x4" POSTS

FINISHED GRADE (TYP.)

4' M

END VIEW

2"x4" FRAMING

SIZE:

SIGN PANEL: 6' HIGH x 8' WIDE

DESCRIPTION:

SIGN USED IN CONSTRUCTION SITES TO PROVIDE INFORMATION DESIGNATING

THE SPECIFIC "DEPARTMENT OF VETERANS AFFAIRS" PROJECT UNDER

CONSTRUCTION AS WELL AS THE NAME OF THE GENERAL CONTRACTOR & OTHER

PROJECT SPECIFIC CONSULTANTS.

MESSAGE CONFIGURATION:

REFER TO MESSAGE LAYOUT DETAIL FOR DIMENSIONS.

SIGN COMPONENTS:

POSTS AND FRAMED MEDIUM DENSITY OVERLAY (M.D.O.) PLYWOOD OR

ALUMINUM SIGN PANEL.

GRAPHICS PROCESS:

SURFACE APPLIED VINYL OR SCREENED GRAPHICS.

COLORS:

BACKGROUND: VA BLUE & WHITE

TYPE: BLACK

REFER TO COLOR CHART IN THE VA SIGNAGE DESIGN MANUAL "SECTION 12:

NATIONAL CEMETERY SIGNS"

TYPOGRAPHY:

HELVETICA BOLD

MOUNTING:

POST MOUNTED FRAMED SIGN PANEL.

INSTALLATION:

IT IS RECOMMENDED THAT THIS SIGN BE PLACED AT THE ENTRY, OR A VISIBLE

LOCATION, ON A CONSTRUCTION SITE.

3' 3'

11 2" 11 2"

11 2"

9" 4"

ALL VISIBLE SURFACES

TO BE PRIMED AND PAINTED

SIGN ATTACHED TOGETHER

WITH WOOD SCREWS & LAG BOLTS

CHANGEABLE NUMBERS

3 4"

3' M

FINISHED GRADE (TYP.) FINISHED GRADE (TYP.)

SIZE:

SIGN PANEL: 3' HIGH x 4' WIDE

DESCRIPTION:

SIGN USED IN CONSTRUCTION SITES TO PROVIDE

INFORMATION REGARDING FREQUENCY OF ON SITE

CONSTRUCTION RELATED ACCIDENTS. SIGN PANEL

IS BUILT WITH A REGION TO DISPLAY CHANGEABLE

NUMBERS TO INDICATE THE NUMBER OF DAYS

SINCE TIME WAS LOST DUE TO A CONSTRUCTION

ACCIDENT.

MESSAGE CONFIGURATION:

REFER TO MESSAGE LAYOUT DETAIL FOR

DIMENSIONS.

SIGN COMPONENTS:

POSTS (METAL OR WOOD) AND MEDIUM DENSITY

OVERLAY (M.D.O.) PLYWOOD OR ALUMINUM SIGN

PANEL. SIGN PANEL MAY OR MAY NOT BE FRAMED.

SIGN PANEL IS EQUIPPED WITH A REGION TO

DISPLAY CHANGEABLE NUMBERS.

GRAPHICS PROCESS:

SURFACE APPLIED VINYL OR SCREENED GRAPHICS.

COLORS:

FOR BACKGROUND, TYPE AND GRAPHIC COLORS,

REFER TO COLOR CHART IN THE VA SIGNAGE

DESIGN MANUAL "SECTION 12: NATIONAL CEMETERY

SIGNS"

TYPOGRAPHY:

HELVETICA BOLD.

MOUNTING:

POST MOUNTED SIGN PANEL.

INSTALLATION:

IT IS RECOMMENDED THAT THIS SIGN BE PLACED AT

A VISIBLE LOCATION ON A CONSTRUCTION SITE

NEAR A FIELD OFFICE.

FACE PANEL TO BE AN EXTERIOR GRADE M.D.O. SHEET

OR AN ALUMINUM SKIN LAMINATED TO A WOOD OR

PLASTIC CORE IS PREFERRED WITH EDGES PHYSICALLY

SEALED.

PLAN VIEW

4"x4" POSTS

3' M

END VIEWELEVATION

4"x4" POSTS

2"x4" FRAMING

2"x4" FRAMING 4"x4" POSTS (TYP.)

FACE

General Contractor's Firm Name

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MADISON COUNTY, ILLINOIS

800CM3004

NOVEMBER 2, 2022 MD RPP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALTON NATIONAL CEMETERY

SITE IMPROVEMENTSOCMI

(202) 607-7575

Fil e P ath : G

:\P

\33

-1

1 A

I00 2.D

W G

ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 cra

(859) 252-4737

BROYLES

(757) 436-2070

EXISTING PROPOSED

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

WATER MAIN

BUILDINGS

SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF WORK

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

REVERSE CURB

543.6

TO BE

REMOVED

REMAIN

BOARD FENCE

8" W/M8" W/M

8" PVC SAN. SEW.

15" HDPE

TRANS.CURB

WIRE FENCE

EDGE OF GRAVEL

GUARDRAIL

CIVIL LEGEND:

EDGE OF CONCRETE

SANITARY SEWER CLEAN-OUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER DROP INLET

STORM SEWER CURB INLET

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

MAIL BOX

UTILITY POLE

FEATURE WALL

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

BUILDING MOUNTED LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN

8" PVC SAN. SEW.

15" HDPE

EX. CC RBF

CONCRETE MONUMENT/IRON REBAR

TBSCC-TBSIPF

UNDERGROUND GAS LINE

45 0

GS 45 0

TC 45 0

INV

EX.

MONVDH

EX. VDH

33 32

LIMITS OF GRADING

LIMITS OF CLEARING

FLAG POLEF

FEATURE WALL

TEST PIT LOCATION

GENERAL NOTES:

1. PROPOSED SITE IMPROVEMENTS FOR 'ALTON NATIONAL CEMETERY' INCLUDES, BUT IS NOT LIMITED TO, REPAIR AND REPLACEMENT OF ROSTRUM FLOOR AND WALLS, REPAIR

TO BURIAL SECTION PERIMETER WALLS AND REPLACEMENT OF BRICK PAVER WALKWAYS WITH CONCRETE. THE PROJECT IS LOCATED IN ALTON, MADISON COUNTY, ILLINOIS.

2. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 1704370005C DATED MAY 1, 1984. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN AREA

(ZONE A). THE PROPERTY IS IN ZONE C.

3. SEE THIS SHEET FOR LEGEND OF SYMBOLS AND ABBREVIATIONS USED HEREIN.

4. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, DISRUPTIVE WORK SHALL STOP, ESPECIALLY WHEN HEAVY EQUIPMENT ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT WORK ACTIVITY MAY CONTINUE IF IT DOES NOT CREATE NOISE OR DISTRACTIONS TO THE CEREMONY. COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS.

5. DUE TO THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY AND/OR MORE

FREQUENTLY AS REQUIRED.

6. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS. CONTRACTOR SHALL PROVIDE TWO SIGNS SIMILAR TO THE CEMETERY'S "PARDON OUR APPEARANCE" SIGNS. SIZE TO BE A MINIMUM OF 4'X5' HIGH MOUNTED ON TWO 4"X4" POSTS, PLACED IN A LOCATION AS DETERMINED BY THE CEMETERY DIRECTOR. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN. TEXT WILL BE PROVIDED BY CEMETERY DIRECTOR.

7. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE.

THIS PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

CONSTRUCTION NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE CONSTRUCTION DOCUMENTS PRIOR TO CONSTRUCTION AND NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT APPROPRIATE REVISIONS CAN BE MADE, IF WARRANTED.

2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS AND THE ILLINOIS DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. THE CONTRACTOR SHALL CONTACT ILLINOIS ONE CALL SYSTEM, INC. AT 1-800-892-0123 OR 811 A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATION, DEMOLITION OR OTHER EARTH DISTURBING ACTIVITIES WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE

PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

4. EXISTING UNDERGROUND UTILITIES SHOWN HEREIN HAVE BEEN LOCATED FROM VISIBLE EVIDENCE AND RECORD DRAWINGS THE UTILITIES SHOWN MAY OR MAY NOT REFLECT ALL UNDERGROUND UTILITIES IN SERVICE OR ABANDONED. UTILITIES SHOULD BE VERIFIED BY APPROPRIATE UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION. GORDON - THE LA GROUP JOINT VENTURE LLC DOES NOT CERTIFY TO THE LOCATION OR THE EXISTENCE OF EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING CONSTRUCTION. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER.

5. GORDON - THE LA GROUP JOINT VENTURE LLC DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION OF POTENTIAL SINKHOLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. IF SINKHOLES ARE FOUND IN THE FIELD, REMEDIATION WILL BE REQUIRED AS SPECIFIED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM.

6. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID FOR BY THE CONTRACTOR.

7. ALL PROPOSED GRADES AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED ON THE PLAN.

8. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLANS FOR PHASING AND

DETAILS.

9. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION

AND SEDIMENTATION.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR

CONSTRUCTION.

11. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE

KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES.

12. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONSTRUCTIBILITY IMPOSSIBLE. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE

CONTRACTING OFFICER ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS. THE VA SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SAFE WORK AREA AT ALL TIMES. TEMPORARY BARRICADES, ROAD CLOSURE SIGNAGE, FENCES AND OTHER WARNING DEVICES SHALL BE USED TO PREVENT PUBLIC ACCESS TO CONSTRUCTION WORK AREAS. VA MAINTENANCE OPERATIONS SHALL NOT BE UNDULY IMPEDED BY THE

CONTRACTOR'S OPERATIONS.

16. THE CONTRACTOR SHALL NOTIFY THE CEMETERY DIRECTOR AND THE CONTRACTING OFFICER TWO DAYS BEFORE ANY DEMOLITION WORK BEGINS. ANY PLANNED INTERRUPTIONS IN SERVICES SHALL BE COORDINATED WITH THE CONTRACTING OFFICER AT LEAST TWO DAYS IN ADVANCE.

17. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT AND OPERATIONS TO THE LIMITS OF CONSTRUCTION SHOWN. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE

SAFETY AND SECURITY OF ALL MATERIALS AND EQUIPMENT ON SITE.

18. THE CONTRACTOR SHALL USE ONLY APPROVED ROADWAYS FOR CONSTRUCTION AND DELIVERY ACCESS. DAMAGE TO THE EXISTING ROADS SHALL BE REPAIRED AT NO COST

TO THE OWNER.

19. ANY DAMAGE DONE TO EXISTING CEMETERY GROUNDS DURING CONSTRUCTION ARE THE CONTRACTOR RESPONSIBILITY TO REPAIR.

GENERAL NOTES, SYMBOLS,

ABBREVIATIONS, & DETAILS

GI003

NOT TO SCALE

CONSTRUCTION SIGN: SAFETY (SP-24.04)2

NOT TO SCALE

CONSTRUCTION SIGN: TEXT ONLY (SP-24.01)1

4"WM

YARD

HYDRANT

36"

52"

48"

50"

ICVWV50"

SECTION C SECTION B

RETAINING WALL C1 RETAINING WALL B1

RETAINING WALL C3 RETAINING WALL B3

G W

L C

G W

L C

G W

L B

G W

L B

PIER

EXISITING CONDITIONS &

DEMOLITION PLAN

VL101

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MADISON COUNTY, ILLINOIS

800CM3004

NOVEMBER 2, 2022 MD RPP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALTON NATIONAL CEMETERY

SITE IMPROVEMENTSOCMI

(202) 607-7575

Fil e P ath : G

:\P

\33

-1

1 A

.D W

ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 cra

(859) 252-4737

BROYLES

(757) 436-2070

NORTH

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

LEGEND:

BRICK PAVER LANDINGS (REMOVE ALL

BRICK AND MORTAR)

BRICK PAVER STEPS (REMOVE ALL

BRICK AND MORTAR)

CONCRETE STORM CHANNEL TO BE

REMOVED. LIMIT WORK TO THE

MINIMUM AREA NECESSARY TO AVOID

ENCROACHMENT INTO ADJACENT

GRAVESITES OR DISTURBANCE OF

MONUMENTS

ROSTRUM CONCRETE SLAB

(SEE STRUCTURAL DRAWINGS)

KEY MAP

DETAIL/PG

1-4

VL102

1-4

VL102

VL104

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

REMOVE EXISTING METAL RAILINGS AND STORE PRIOR TO CONCRETE CLEANING

& REPAIRS. REFERENCE HISTORIC PRESERVATION NOTE #2 ON SHEET GI002

FOR FURTHER DIRECTION. MAINTENANCE OF METAL RAILINGS TO CONFORM TO

SPECIFICATION SECTION 05 01 70.

REMOVE EXISTING METAL GATES AND STORE PRIOR TO CONCRETE CLEANING &

REPAIRS. REFERENCE HISTORIC PRESERVATION NOTE #2 ON SHEET GI002 FOR

FURTHER DIRECTION. MAINTENANCE OF METAL RAILINGS TO CONFORM TO

SPECIFICATION SECTION 05 01 70.

SITE PHOTOS

VL102

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MADISON COUNTY, ILLINOIS

800CM3004

NOVEMBER 2, 2022 MD RPP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALTON NATIONAL CEMETERY

SITE IMPROVEMENTSOCMI

(202) 607-7575

Fil e P ath : G

:\P

\33

-1

1 A

.D W

ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 cra

(859) 252-4737

BROYLES

(757) 436-2070

VIEW OF CEMETERY ENTRANCE FROM THE EAST1

FRONT VIEW OF ROSTRUM FROM THE WEST4 VIEW OF ROSTRUM5

PROTECT, REMOVE & STORE

RAILINGS. RAILINGS TO BE

REFINISHED & REINSTALLED

AFTER CONCRETE REPAIRS

COMPLETED. REFERENCE

HISTORIC PRESERVATION

NOTE #2 ON SHEET GI002

FOR FURTHER DIRECTION.

MAINTENANCE OF METAL

RAILINGS TO CONFORM TO

SPECIFICATION SECTION 05

01 70.

DEMOLISH BRICK STEPS

AND REPLACE WITH

CONCRETE STEPS

DEMOLISH BRICK AND

REPLACE WITH

CONCRETE

PROTECT, REMOVE & STORE RAILINGS.

RAILINGS TO BE REFINISHED &

REINSTALLED AFTER CONCRETE REPAIRS

COMPLETED. REFERENCE HISTORIC

PRESERVATION NOTE #2 ON SHEET GI002

FOR FURTHER DIRECTION. MAINTENANCE

OF METAL RAILINGS TO CONFORM TO

SPECIFICATION SECTION 05 01 70.

DEMOLISH BRICK STEPS

AND REPLACE WITH

CONCRETE STEPS

DEMOLISH BRICK STEPS

AND REPLACE WITH

CONCRETE STEPS

VIEW OF ROSTRUM STAIRS & LANDING2

DEMOLISH BRICK AND

REPLACE WITH

CONCRETE

DEMOLISH BRICK STEPS

AND REPLACE WITH

CONCRETE STEPS

PROTECT, REMOVE & STORE

RAILINGS. RAILINGS TO BE

REFINISHED & REINSTALLED

AFTER CONCRETE REPAIRS

COMPLETED. REFERENCE

HISTORIC PRESERVATION

NOTE #2 ON SHEET GI002

FOR FURTHER DIRECTION.

MAINTENANCE OF METAL

RAILINGS TO CONFORM TO

SPECIFICATION SECTION 05

01 70.

VIEW OF ROSTRUM STAIRS & LANDINGS3

PROTECT, REMOVE & STORE

RAILINGS. RAILINGS TO BE

REFINISHED & REINSTALLED AFTER

CONCRETE REPAIRS COMPLETED.

REFERENCE HISTORIC

PRESERVATION NOTE #2 ON SHEET

GI002 FOR FURTHER DIRECTION.

MAINTENANCE OF METAL RAILINGS

TO CONFORM TO SPECIFICATION

SECTION 05 01 70.

DEMOLISH BRICK AND

REPLACE WITH

CONCRETE

DEMOLISH BRICK STEPS

AND REPLACE WITH

CONCRETE STEPS

DEMOLISH BRICK AND

REPLACE WITH

CONCRETE

PROTECT, REMOVE & STORE RAILINGS.

RAILINGS TO BE REFINISHED & REINSTALLED

AFTER CONCRETE REPAIRS

COMPLETED.REFERENCE HISTORIC

PRESERVATION NOTE #2 ON SHEET GI002 FOR

FURTHER DIRECTION. MAINTENANCE OF METAL

RAILINGS TO CONFORM TO SPECIFICATION

SECTION 05 01 70.

SEE STRUCTURAL

DRAWINGS FOR ROSTRUM

SLAB REPAIR DETAILS

SEE STRUCTURAL

DRAWINGS FOR ROSTRUM

PODIUM REPAIR DETAILS

PROTECT, REMOVE & STORE

GATES. GATES TO BE

REFINISHED & REINSTALLED

AFTER CONCRETE REPAIRS

COMPLETED.REFERENCE

HISTORIC PRESERVATION

NOTE #2 ON SHEET GI002

FOR FURTHER DIRECTION.

MAINTENANCE OF METAL

GATES TO CONFORM TO

SPECIFICATION SECTION 05

01 70.

4"WM

YARD

HYDRANT

36"

52"

48"

50"

ICVWV50"

IPLIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

CONTRACTOR

STAGING/

STORAGE

AREA (SEE NOTE)

CONTRACTOR

STAGING/

STORAGE

AREA (SEE NOTE)

CONTRACTOR

STAGING/

STORAGE

AREA (SEE NOTE)

CONTRACTOR

STAGING/

STORAGE

AREA (SEE NOTE)

EROSION & SEDIMENT CONTROL

PLAN

GC101

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MADISON COUNTY, ILLINOIS

800CM3004

NOVEMBER 2, 2022 MD RPP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALTON NATIONAL CEMETERY

SITE IMPROVEMENTSOCMI

(202) 607-7575

Fil e P ath : G

:\P

\33

-1

1 A

.D W

ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 cra

(859) 252-4737

BROYLES

(757) 436-2070

IP INLET PROTECTION, SEE

DETAIL THIS SHEET

EROSION & SEDIMENT CONTROL LEGEND

SYMBOLKEY DESCRIPTION

NORTH

EROSION AND SEDIMENT CONTROL NARRATIVE

PROJECT DESCRIPTION:

THIS PROJECT IS FOR THE CONSTRUCTION OF NEW RETAINING WALLS, ROSTRUM FLOOR, BRICK STEPS, AND STORM PIPE. APPROXIMATELY +/- 0.00 ACRES OF LAND

DISTURBANCE IS ANTICIPATED FOR THE DEVELOPMENT OF THIS PROJECT.

EXISTING SITE CONDITIONS:

THE SITE IS CHARACTERIZED AS BEING LOCATED ON A HILL. THE HIGH POINT OF THE SITE IS LOCATED IN THE BACK OF THE CEMETERY, FURTHEST FROM THE ROAD.

SURROUNDING THE SITE IS A LOCAL CEMETERY.

OFFSITE AREAS:

IT IS NOT ANTICIPATED, AT THIS TIME, THAT THERE WILL BE A NEED TO BORROW SOIL FROM OFFSITE AREAS; THEREFORE, NO OFFSITE DISTURBANCES ARE EXPECTED. IF IT IS DETERMINED THAT THERE IS A NEED TO BORROW SOIL FROM OFFSITE AREAS, THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE REQUIRED GRADING

PERMITS.

CRITICAL EROSION AREAS:

NO CRITICAL EROSION AREAS ARE ANTICIPATED WITH THIS CONSTRUCTION PROJECT.

SOILS:

EROSION AND SEDIMENT CONTROL MEASURES:

UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE ILLINOIS BUREAU OF DESIGN AND ENVIRONMENTAL MANUAL (IBDE). THE MINIMUM STANDARDS OF THE IBDE SHALL BE

ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE.

STRUCTURAL PRACTICES:

1. SAFETY FENCE - 3.01

PROTECTIVE BARRIER SHALL BE INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE AND PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL

MEASURE BY THE PUBLIC.

2. SILT FENCE/SUPER SILT FENCE BARRIER - 3.05

SILT FENCE SEDIMENT BARRIERS WILL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT-LADEN RUNOFF FROM SHEET FLOW.

3. STORM DRAIN INLET PROTECTION - 3.07

ALL STORM SEWER INLETS SHALL BE PROTECTED DURING CONSTRUCTION. SEDIMENT-LADEN WATER SHALL BE FILTERED BEFORE ENTERING THE STORM SEWER INLETS.

4. OUTLET PROTECTION - 3.18

ALL STORM SEWER OUTLETS SHALL BE PROTECTED DURING CONSTRUCTION. SEDIMENT-LADEN WATER SHALL BE FILTERED BEFORE LEAVING THE STORM SEWER OUTLET

VEGETATIVE PRACTICES:

1. TEMPORARY AND PERMANENT SEEDING - 3.31 AND 3.32

ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED.

2. EROSION CONTROL BLANKETS - 3.36 OR MULCH - 3.35

EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AN GULLY EROSION AND ALLOW SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS AND WILL BE APPLIED

AS A SECOND STEP IN THE SEEDING OPERATION.

3. TOPSOILING (STOCKPILE) - 3.30

TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. THE STOCKPILE LOCATION WILL BE ON SITE WITHIN THE LIMITS OF

CONSTRUCTION. THE STOCKPILE WILL BE STABILIZED WITH TEMPORARY VEGETATION.

MANAGEMENT STRATEGIES:

1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE.

2. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING.

3. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC.

4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND

SEDIMENT CONTROL PRACTICES.

5. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP AND REMOVED.

EROSION CONTROL REMOVAL NOTE :

ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. (MS-18)

GENERAL EROSION CONTROL NOTES:

1. THE CONTRACTOR SHALL IDENTIFY LOCATIONS OF POTENTIAL POLLUTION SOURCES SUCH AS VEHICLE FUELING AREAS, STORAGE AREAS FOR FERTILIZERS AND CHEMICALS, SANITARY WASTE FACILITIES, ETC. AND SHALL DEVELOP A

STORMWATER POLLUTION PREVENTION PLAN FOR SUCH SITES.

2. THE TEMPORARY EROSION AND SILTATION CONTROL ITEMS SHOWN ON THE EROSION AND SEDIMENT CONTROL (ESC) PLAN FOR THIS PROJECT ARE INTENDED TO PROVIDE A GENERAL PLAN FOR CONTROLLING EROSION AND SEDIMENT WITHIN THE PROJECT LIMITS. THE ESC PLAN IS BASED ON FIELD CONDITIONS AT THE TIME OF PLAN DEVELOPMENT AND ASSUMED SEQUENCE OF CONSTRUCTION FOR THE PROJECT. THE CONTRACTOR, IN CONJUNCTION WITH THE PROJECT ENGINEER AND/OR ENVIRONMENTAL MONITOR, SHALL ADJUST THE LOCATION, QUANTITY AND TYPE OF EROSION AND SEDIMENT CONTROL ITEMS REQUIRED BASED ON THE ACTUAL FIELD CONDITIONS ENCOUNTERED AT THE TIME OF CONSTRUCTION AND THE ACTUAL SCHEDULING AND SEQUENCING OF THE CONSTRUCTION ACTIVITIES. SIGNIFICANT CHANGES TO THE PROPOSED ESC PLAN (E.G.. THOSE THAT REQUIRE AN EMERGENCY ANALYSIS) SHALL BE SUBMITTED TO THE ENGINEER OF RECORD AND COUNTY ENGINEER AS NEEDED FOR REVIEW AND APPROVAL. ANY CHANGES TO THE PROPOSED ESC PLAN MUST BE NOTED ON A DESIGNATED PLAN SET (RECORD SET) WHICH SHALL BE RETAINED ON THE PROJECT SITE AND MADE AVAILABLE UPON

REQUEST.

3. THE AREAS BEYOND THE PROJECTS CONSTRUCTION AREA ARE TO BE PROTECTED FROM SILTATION. PERIMETER CONTROLS SUCH AS FILTER BARRIER, SILT FENCE, DIVERSION DIKES, TURBIDITY CURTAINS, ETC., SHALL BE INSTALLED PRIOR TO ANY

GRUBBING OPERATIONS OR OTHER EARTH MOVING ACTIVITIES.

4. DEVICES SHOWN ABOVE ARE TO BE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROLS MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNANTICIPATED CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL DEVICES TO THOSE SHOWN IN ORDER TO CONTROL EROSION AND

SEDIMENTATION.

5. THE CONTRACTOR IS TO PROVIDE ADEQUATE MEANS OF ALLAYING DUST AS NECESSARY BY APPLYING EITHER MOISTURE, CALCIUM CHLORIDE OR BOTH MATERIALS ALONG THOSE SECTIONS OF THE PROJECT ADJACENT TO PUBLIC ACCESS.

6. NO UNPROTECTED, DISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE OR WEARING

SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINT OR INLETS.

EROSION CONTROL PROGRAM:

1. NO DISTURBED AREA SHALL BE LEFT DENUDED FOR MORE THAN 7 CALENDAR DAYS UNLESS AUTHORIZED BY THE SITE

INSPECTOR.

2. ELECTRIC POWER, TELEPHONE, STORM, SANITARY & GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED & MULCHED WITHIN 7 DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME.

3. ALL FILLS ARE TO BE LEFT WITH A LIP AT THE TOP OF THE SLOPE AT THE END OF EACH DAY'S OPERATION.

4. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OF GRADING.

CONTRACTOR STAGING/STORAGE AREAS:

1. AREAS INDICATED ON PLAN FOR POTENTIAL USE BY CONTRACTOR AS STAGING/STORAGE SPACE. CONTRACTOR TO CONFIRM

WITH RE/COR & CEMETERY STAFF AT THE BEGINNING OF THE PROJECT.

SOIL NAME MAPPING

UNIT

DEPTH TO RESTRICTIVE

FEATURE DRAINAGE CLASS PERMEABILITY

(IN/HR) HSGDEPTH TO

WATER TABLE

NOTES:

· SOILS INFORMATION PROVIDED BY THE USDA SOIL SURVEY OF MADISON COUNTY, ILLINOIS.

MENFRO SILT LOAM,

18-35% SLOPES 79F BMORE THAN 80" MODERATELY HIGH-HIGH:

0.60-2.00WELL DRAINED MORE

THAN 80"

WAKELAND SILT LOAM,

0-2% SLOPES 3333A B/DMORE THAN 80" MODERATELY HIGH-HIGH:

0.60-2.00WELL DRAINED MORE

THAN 80"

NOTES:

1. 2 x 2 nominal hardwood stakes, 4 foot minimum length, driven into ground approximately 18 inches, stakes driven a minimum width of 12 inches away from the drop inlet.

2. Area inside the fence, from edge of fabric to structure, must be stabilized with Erosion Control Blanket, Turf Reinforcement Mat, Geotextile 592 Table 2 Class 2 or CA-7 stone

3. Maximum height of the fabric above the crest of the drop inlet shall be 30". Place the bottom 6 inches of the fabric in a trench and backfill with 6 inches of 95% compacted soil.

4. Stakes must be a maximum of 4 feet apart.

5. A maintenance schedule must maintain a sediment accumulation of less than 50% of the height of the monofilment fabric.

6. Monofilment fabric shall meet the requirement of Material Specification 592 Geotextile Table 1, Class 4.

7. Monofiliment fabric shall be secured to each 2" x 2" nominal hardwood stake with a minimum of 4 steel staple fasteners and wood lath. Wood lath shall be a minimum length of 10 inches. Wire fasteners should be used if metal T-Posts are installed in place of hardwood stakes.

SCALE: NTS

CONSTRUCTION FENCE WITH PRIVACY SCREENING1

CONSTRUCTION FENCE NOTES:

1. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL PROVIDE A CHAIN LINK CONSTRUCTION FENCE, SEVEN FEET MINIMUM HEIGHT, AROUND AREAS OF ACTIVE CONSTRUCTION. THE TEMPORARY FENCING SHALL ENCOMPASS THE CONSTRUCTION WORK AREA(S) TO SERVE AS A PEDESTRIAN BARRIER TO ALERT CEMETERY PATRONS OF THE CONSTRUCTION SITE. THE CONSTRUCTION FENCE SHALL BE PROVIDED WITH PRIVACY SCREENING MATERIALS TO PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING CEMETERY INTO THE CONTRACTOR WORK AREAS. THE VISUAL BARRIER SHALL ACCOMMODATE WIND LOADING WITHOUT

CAUSING THE FENCE TO BEND OR FALL OVER.

2. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY HARDWARE, INCLUDING HASPS AND PADLOCKS.

3. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND TO LINE POSTS AND TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT MAXIMUM 15 INCHES.

4. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE THE FENCE WHEN DIRECTED BY RE/COR.

5. DETAIL PROVIDED IS FOR ILLUSTRATIVE PURPOSES ONLY. FENCING WITH EQUIVALENT FORM/FUNCTION SHALL BE SUBMITTED AND CONSIDERED FOR APPROVAL.

BOTTOM OF FENCE

TO 1" ABOVE GRADE

NOTCHED & WELDED NOTCHED & WELDEDWIRE TIES

M) GALVANIZED STEEL

TUBE

FASTEN FENCE FABRIC AT TERMINAL

POSTS WITH TENSION BANDS

SPACED AT MAXIMUM 15 INCHES.

FASTEN FENCE FABRIC TO

TOP/BOTTOM RAILS & LINE POSTS

WITH TIE WIRES SPACED AT

MAXIMUM 15 INCHES.

GALVANIZED STEEL

TUBE

STEEL FEET, BLOCKS OR OTHER

ACCEPTABLE MEANS OF SUPPORT

4"WM

YARD

HYDRANT

36"

52"

48"

50"

ICVWV50"

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

SECTION C SECTION B

RETAINING WALL C1 RETAINING WALL B1

RETAINING WALL C3 RETAINING WALL B3

G W

L C

G W

L C

G W

L B

G W

L B

PIER

SITE PLAN

CS101

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MADISON COUNTY, ILLINOIS

800CM3004

NOVEMBER 2, 2022 MD RPP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALTON NATIONAL CEMETERY

SITE IMPROVEMENTSOCMI

(202) 607-7575

Fil e P ath : G

:\P

\33

-1

1 A

.D W

ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 cra

(859) 252-4737

BROYLES

(757) 436-2070

NORTH

ROSTRUM AND STORAGE BUILDING REPAIRS (SEE

STRUCTURAL DRAWING S1.1)

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

CONSTRUCT CONCRETE LANDINGS AND STAIRS

DETAIL/PG

CONSTRUCT SUBSURFACE DRAIN ADJACENT TO RETAINING

WALL

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

GRAPHIC LEGEND:

SUBSURFACE DRAIN

CONCRETE LANDING

CONCRETE STAIRS

CONCRETE ROSTRUM

FLOOR (SEE

STRUCTURAL DWGS)

KEY MAP

BURIAL SECTION B PERIMETER WALL FOUNDATION REPAIRS

(SEE STRUCTURAL DRAWING S1.0)

THROUGH

CS501

5 WEEP DRAIN HOLE AT 8' CENTERS, CONTRACTOR TO ADJUST

IN FIELD AS NECESSARY, TYP.

SITE PLAN NOTES:

1. ALL DISTURBED AREAS NOT TO BE

HARDSCAPED SHALL BE STABILIZED

WITHE TURF SEED AND MULCH PER

SPECIFICATION 32 90 00.

CONTRACTOR RESPONSIBLE FOR

WATERING & MAINTENANCE OF TURF

DURING ESTABLISHMENT PERIOD

PER SPECIFCATIONS.

6 RESET SECTION MARKER IN ORIGINAL LOCATION IF

DISTURBED BY SUBSURFACE DRAIN INSTALLATION

SCALE: 1" = 5'

CONCRETE STAIR LANDING JOINT & SCORING PLAN1

EXPANSION

JOINT, TYP.

EXPANSION

JOINT, TYP.

EXPANSION

JOINT, TYP.

EXPANSION

JOINT, TYP.EXPANSION

JOINT, TYP.

EXPANSION

JOINT, TYP.

CONTROL

JOINT, TYP.

CONTROL

JOINT, TYP.

CONTROL

JOINT, TYP.

CONTROL JOINT, TYP. MATCH

DECORATIVE JOINT PATTERN OF

ADJACENT SIDEWALK

CONTROL JOINT, TYP. MATCH

DECORATIVE JOINT PATTERN OF

ADJACENT SIDEWALK

CONTROL

JOINT, TYP.

GRAPHICAL SCALE: 1"=5'

5 2.5 0 5 10 15

REINSTALL REFINISHED METAL RAILINGS. REFERENCE HISTORIC PRESERVATION

NOTE #2 ON SHEET GI002 FOR FURTHER DIRECTION. MAINTENANCE OF METAL

RAILINGS TO CONFORM TO SPECIFICATION SECTION 05 01 70.

REINSTALL REFINISHED METAL GATES. REFERENCE HISTORIC PRESERVATION

NOTE #2 ON SHEET GI002 FOR FURTHER DIRECTION. MAINTENANCE OF METAL

GATES TO CONFORM TO SPECIFICATION SECTION 05 01 70.

REENTRANT CORNER

REINFORCEMENT, SEE

INSET DETAIL

REENTRANT CORNER

REINFORCEMENT, SEE

INSET DETAIL

REENTRANT

CORNER

REINFORCEMENT,

SEE INSET

DETAIL

REENTRANT

CORNER

REINFORCEMENT,

SEE INSET

DETAIL

REENTRANT

CORNER

(2) #4 BARS, 1" CLEAR

OF CORNER, 1"

CLEAR BTW. BARS W/

1" COVER

REENTRANT CORNER DETAIL

NOTE: PROVIDE 3' BAR LENGTHS OR WHEN CONSTRAINED, MAXIMUM

LENGTHS POSSIBLE WHILE MAINTAINING CLEARANCE.

SITE DETAILS

CS501

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MADISON COUNTY, ILLINOIS

800CM3004

NOVEMBER 2, 2022 MD RPP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALTON NATIONAL CEMETERY

SITE IMPROVEMENTSOCMI

(202) 607-7575

Fil e P ath : G

:\P

\33

-1

1 A

.D W

ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 cra

(859) 252-4737

BROYLES

(757) 436-2070

SCALE: NTS

STAIR SECTION 11 SCALE: NTS

STAIR SECTION 22 SCALE: NTS

STAIR SECTION 33

SCALE: NTS

STAIR SECTION 44 SCALE: NTS

STAIR SECTION 55

SCALE: NTS

STAIR SECTION 66

EXISTING ALUMINUM

HANDRAIL, PROTECT,

REMOVE & REPLACE

EXISTING ALUMINUM

HANDRAIL, PROTECT

REMOVE & REPLACE

EXISTING ALUMINUM

HANDRAIL, PROTECT,

REMOVE & REPLACE

EXISTING ALUMINUM

HANDRAIL, PROTECT,

REMOVE & REPLACE

EXISTING ALUMINUM

HANDRAIL, PROTECT,

REMOVE & REPLACE

EXISTING CONCRETE

WALL (FRONT FACE OF

STORAGE CLOSET)

PROPOSED CONCRETE

TOPPING SLAB (LANDING)

PROPOSED CONCRETE

TOPPING SLAB (TREADS &

RISERS)

EXISTING CONCRETE

SLAB

VARIES, ADJUST DEPTH OF STONE TRENCH AS

REQUIRED TO PROVIDE POSITIVE DRAINAGE TO

THE WEEP HOLES ON THE OUTSIDE OF THE WALL

NON-WOVEN DRAINAGE

GEOTEXTILE. OVERLAP 12" MIN.

DRAINAGE STONE

NOT TO SCALE

SUBSURFACE DRAIN DETAIL8

6" MIN. TOPSOIL OVER

DRAINAGE STONE LAYER

CORE 2" DIA. WEEP HOLES THE

LENGTH OF THE WALL AT 8'

CENTERS TO DAYLIGHT

DRAINAGE TRENCH.

EXISTING CONCRETE

PERIMETER RETAINING

WALL

(1) EPOXY-COATED #4

CONTINUOUS BAR @

EACH NOSE, TYP.

NEW CONCRETE

TOPPING SLAB (2 3/4"

MINIMUM THICKNESS)

2% SLOPE TOP OF EXISTING

CONCRETE

1" 2% SLOPE

1/2" RADIUS, TYP.

NOT TO SCALE

CONCRETE STAIR DETAIL7

EXISTING CONCRETE

WALLS

EXISTING CONCRETE

WALLS

EXISTING CONCRETE

WALLS

EXISTING CONCRETE

WALLS

PROPOSED CONCRETE

TOPPING SLAB (LANDING) PROPOSED CONCRETE

TOPPING SLAB (LANDING)

PROPOSED CONCRETE

TOPPING SLAB (LANDING)

PROPOSED CONCRETE

TOPPING SLAB (LANDING)

PROPOSED CONCRETE

TOPPING SLAB (LANDING)

PROPOSED CONCRETE

TOPPING SLAB (TREADS &

RISERS)

PROPOSED CONCRETE

TOPPING SLAB (TREADS &

RISERS)

PROPOSED CONCRETE

TOPPING SLAB (TREADS &

RISERS)

PROPOSED CONCRETE

TOPPING SLAB (TREADS &

RISERS)

PROPOSED CONCRETE

TOPPING SLAB (TREADS &

RISERS)

EXISTING CONCRETE

SLAB

EXISTING CONCRETE

SLAB

EXISTING CONCRETE

SLAB

EXISTING CONCRETE

SLAB

CS501 TYP.

EXISTING GUARDRAIL,

PROTECT, REMOVE &

REPLACE

EXISTING ROSTRUM

CONCRETE SLAB , SEE

STRUCTURAL DRAWINGS

1% SLOPE (MIN.)

2% SLOPE (MAX.)

8'-2 1/8" ±

4'- 6 9

/16

5'-11 9/16" ±

3'- 4 1

1/1 6"

6'-1 3/8" ±

3'- 4 5

/16

13'-2 1/4" ±

7'- 2 7

/16

13'-1 3/8" ±

7'- 2 7

1/8

4'-9 3/8" ±

EX. CONCRETE SLAB

NOTES:

1. ALL LANDINGS ARE TO BE UNIFORM AND HAVE A MINIMUM SLOPE OF

1% MINIMUM AND 2% MAXIMUM PROVIDING POSITIVE DRAINAGE.

2. RISERS AND TREADS ARE TO BE UNIFORM, AND SHALL MEET THE

INTERNATIONAL BUILDING CODE 2015, 2010 ADA STANDARDS FOR

ACCESSIBLE DESIGN. & 2022 VA BARRIER FREE DESIGN STANDARD.

3. ALL DIMENSIONS MUST BE FIELD VERIFIED.

4. PRIOR TO PLACEMENT OF CONCRETE:

4.1. THOROUGHLY CLEAN AND SEAL CRACKS IN UNDERLYING EXISTING

CONCRETE SLAB.

4.2.INSTALL WATERPROOFING ON ALL PERIMETER CONCRETE SURFACES

IN CONTACT WITH NEW CONCRETE.

4.3.APPLY BONDING AGENT TO CONCRETE SURFACE.

5. CONCRETE MIX TO INCORPORATE POROSITY INHIBITING ADMIXTURE.

SEE SPECIFICATIONS

APPLY BONDING AGENT TO

SURFACE PRIOR TO

CONCRETE PLACEMENT

AREA OF CONCRETE TOPPING

INSTALLED DURING PREVIOUS

REPAIR EFFORT

MINIMUM ANCHOR

EMBEDMENT IN ORIGINAL

CONCRETE SLAB

REMOVE SHADED PORTION OF ORIGINAL CONCRETE

AT EACH STAIR TO PERMIT CONTINUITY OF

CONCRETE TOPPING BETWEEN TREADS & RISERS,

EPOXY-COATED #4 BAR ANCHORS WITH

HILTI HIT-HY 200-R ADHESIVE OR

APPROVED EQUAL. 2 3/4" MIN. EMBED INTO

ORIGINAL CONCRETE @ 24" O.C., TYP.

File details come from the government source that posted it. Updated Aug 21, 2023.