598-22-102 Construction DWGS.pdf

PDF 18 MB Posted Mar 22, 2024

Attached to: Y1NZ--598-22-102 | Fisher House Utilities Site Prep - JLM
Solicitation number: 36C25624R0045
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

About this file

Written by GovTribe AI · Mar 23, 2024

This document appears to be construction drawings related to Solicitation Number 36C25624R0045, which is a solicitation from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16 for the project "Y1NZ--598-22-102 | Fisher House Utilities Site Prep - JLM". The solicitation is for 598-22-102 Fisher House Utilities Site Prep work, as detailed in the solicitation and attachments. The contracting opportunity is for construction services. Key details are not provided in this document, as it appears to only contain the construction drawings, and does not include the full solicitation package. To summarize the full requirements, pricing terms, response dates, and other salient information, the complete solicitation package would need to be reviewed.

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2024-04-02 Sign in for Site Visit.pdf	PDF	Apr 16, 2024
598-22-102 Statement of Work.pdf	PDF	Mar 22, 2024
36C25624R0045 - SOLICITATION.docx	DOCX document	Mar 22, 2024
598-22-102 Site Visit Map JLM Parking and Meeting.pdf	PDF	Mar 22, 2024
EXHIBIT B CONTRACTOR EVALUATION FORM.docx	DOCX document	Mar 22, 2024
598-22-102 Fisher House Utilities Site Prep Project Specifications.pdf	PDF	Mar 22, 2024
AR DOL WD AR2024032 eff 010524.pdf	PDF	Mar 22, 2024
EXHIBIT A PERFORMANCE RELEVANCY SURVEY - FH.pdf	PDF	Mar 22, 2024

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Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE PROJECT IMAGE PROJECT IMAGE

M C

U s e rs

\o m a n ts c h \D o c u m e n ts

-1

-F is h e r

H o u s e

U ti lit ie s o m a n ts c h

.r v t

G-001

COVER

1 2OKM

FISHER HOUSE SITE

PREPARATION DESIGN -

UTILITIES

JOHN L. MCCLELLAN MEMORIAL OF

CENTRAL ARKANSAS VHCS

4300 W. 7TH STREET

LITTLE ROCK, ARKANSAS 72205 MAY 31, 2023

100% BID DOCUMENTS

598-22-10222-130

FISHER HOUSE SITE PREPARATION

DESIGN - UTILITIES

JOHN L. MCCLELLAN MEMORIAL OF CENTRAL ARKANSAS VHCS

4300 W. 7TH STREET

LITTLE ROCK, ARKANSAS 72205

VA PROJECT #: 598-22-102

DRAWING LIST

GENERAL

G-001 COVER 1 2

G-002 GENERAL NOTES 2 2

CIVIL

CD100 CIVIL DEMOLITION PLAN 1 10

CD101 CIVIL DEMOLITION PLAN 2 10

CS100 CIVIL SITE, PAVING, AND GRADING PLAN 3 10

CS101 CIVIL SITE, PAVING, AND GRADING PLAN 4 10

CS102 TRAFFIC CONTROL PLAN 5 10

CU100 CIVIL UTILITY PLAN 6 10

CU101 CIVIL UTILITY PLAN 7 10

CG100 EROSION CONTROL PLAN 8 10

CU501 STANDARD DETAILS 9 10

CU502 STANDARD DETAILS 10 10

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 2

A-501 ENLARGED PLAN AND WALL SECTION 2 2

ELECTRICAL

E-100 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND

ABBREVIATIONS

1 5

ED-001 SOLAR PANEL DEMOLITION 2 5

E-101 SOLAR STRING DEMOLITION AND RE-WIRING 3 5

E-500 ELECTRICAL DETAILS 4 5

E-600 ONE-LINE DIAGRAM 5 5

FISHER HOUSE LOCATION

JOHN L. McCLELLAN

MEMORIAL VA

DocuSign Envelope ID: 2F24ECC3-44A0-463F-8AAC-98EEEB32CA9D

5/30/2023

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

Location

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

100% BID DOCUMENTS

JOHN L. MCCLELLAN MEMORIAL OF

CENTRAL ARKANSAS VHCS

4300 W. 7TH STREET

LITTLE ROCK, ARKANSAS 72205

:1 7:

G-002

ZLRNSY

GENERAL NOTES

2 2MAY 31, 2023

FISHER HOUSE SITE

PREPERATION-UTILITIES

598-22-102

22-130

1. ABBREVIATIONS:

1.a. CO - CONTRACTING OFFICER

1.b. COR - CONTRACTING OFFICER'S REPRESENTATIVE.

1.c. COTR - CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE.

1.d. VA - DEPARTMENT OF VETERANS AFFAIRS

1.e. VAMC - VETERANS AFFAIRS MEDICAL FACILITY

2. DEFINITIIONS:

2.a. PROJECT SITE - ALL PROPERTY OF THE VA HOSPITAL LOCATED AT 4300 W. 7TH STREET, LITTLE ROCK, AR 72205.

2.b. DISTURBED AREA - ALL AREAS WHERE CONSTRUCTION AND/OR DEMOLITION ACTIVITIES EXPOSE SOIL OR AGGREGATE BASE MATERIALS, INCLUDING FOR PLACEMENT OF TEMPORARY SURFACES FOR STAGING.

3. ALL WORK, MATERIALS, AND WORKMANSHIP SHALL BE PERFORMED IN STRICT ACCORDANCE WITH AND SHALL CONFORM TO ALL FEDERAL, STATE, AND LOCAL REGULATIONS, AND IN ACCORDANCE WITH ALL MANUFACTURER

SPECIFICATIONS.

4. ALL WORK ON THE VA-OWNED SEPTIC SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH AND SHALL CONFORM

TO THE PROJECT SPECIFICATIONS.

5. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE PLUMBING CODES AND REGULATIONS AND PAYING FOR AND OBTAINING ALL NECESSARY AND REQUIRED INSPECTIONS, APPROVALS, AND PERMITS NECESSARY TO

PERFORM ALL WORK INDICATED IN THE CONSTRUCTION DOCUMENTS.

6. ALL WORK SHALL BE EXECUTED IN A MANNER THAT PROVIDES FOR PROTECTION OF AND MAINTENANCE OF ALL PEDESTRIAN CORRIDORS, INCLUDING MAINTAINING ADA ACCESSIBLE PATHWAYS IF AND WHEN CONSTRUCTION OBSTRUCTS SUCH PATHS BETWEEN PUBLIC FACILITIES WITHIN THE PROPERTY, OR WITHIN THE PROPERTY AND

RIGHT-OF-WAY.

7. THE CONTRACTOR SHALL PROVIDE FOR PROTECTION OF PUBLIC AND CONSTRUCTION WORKERS AROUND THE SITE.

BARRIERS SHALL BE CONSTRUCTED AS NEEDED TO PROVIDE CONTROL OF SAFE INGRESS AND EGRESS ON PREMISES.

FIRE EXITS ON THE FACILITY SHALL AT NO TIME BE OBSTRUCTED.

8. DRAWING DETAILS ARE INCLUDED IN THE CONSTRUCTION DRAWINGS TO SHOW CONSTRUCTION AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED “TYP” ARE

TYPICAL, AND IMPLY THAT ALL CONDITIONS SHALL BE TREATED SIMILARLY.

9. THE CONTRACTOR MUST FULLY FAMILIARIZE HIMSELF OF THE CONDITIONS RELATING TO THE CONSTRUCTION AND LABOR UNDER WHICH THE WORK WILL BE PERFORMED. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF HIS OBLIGATION TO FURNISH ALL LABOR AND MATERIAL NECESSARY TO CARRY OUT THE PROVISIONS OF THE CONTRACT DOCUMENTS AND COMPLETE THE CONTEMPLATED WORK FOR THE CONSIDERATION SET FORTH IN HIS BID.

10. THE CONSTRUCTION AREA SHALL BE THOROUGHLY CLEANED PRIOR, DURING, AND AFTER CONSTRUCTION.

11. THE APPROVAL OF SUBMITTALS BY THE COR SHALL NOT BE CONSTRUED AS A COMPLETE CHECK, BUT WILL INDICATE

ONLY THAT THE GENERAL METHOD OF CONSTRUCTION, MATERIALS, DETAILING, AND OTHER INFORMATION ARE SATISFACTORY. APPROVAL WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR ANY ERROR WHICH MAY EXIST, AS THE CONTRACTOR UNDER THE CONTRACTOR QUALITY CONTROL (CQC) REQUIREMENTS OF THIS CONTRACT, IS RESPONSIBLE FOR THE DIMENSIONS AND DESIGN OF ADEQUATE CONNECTIONS, DETAILS, AND SATISFACTORY

CONSTRUCTION OF ALL WORK.

12. SUBMITTALS SHALL BE IN COMPLIANCE WITH CONTRACT REQUIREMENTS AND SPECIFICATIONS WITH CONSIDERATION TO ACTUAL FIELD CONDITIONS. INCOMPLETE SUBMITTALS SHALL NOT BE REVIEWED AND WILL BE RETURNED TO THE

CONTRACTOR.

13. COORDINATE LOCATION OF STAGING AND STORAGE AREAS WITH THE COR.

14. SHOULD ANY CONFLICT ARISE BETWEEN THE CONTRACT DRAWINGS AND THE SPECIFICATIONS, THE CONTRACTOR

SHALL PROVIDE THE HIGHER QUALITY/QUANTITY OF WORK, THEN TO THE LEAST DEGREE NECESSARY. THE SPECIFICATIONS ALONG WITH THE APPLICABLE CODES SHALL OVERRULE THE CONTRACT DRAWINGS.

15. SUBMIT PRODUCT DATA ON ALL ITEMS SPECIFIED ON THE CONSTRUCTION DRAWINGS.

16. PATCH ALL SURFACES AFFECTED BY NEW CONSTRUCTION TO MATCH THE DIMENSIONS AND SPECIFICATIONS OF THE

ORIGINAL MATERIALS. IN AREAS OF NARROW PAVEMENT PATCHING, USE CONCRETE BASE AS SHOWN IN PAVEMENT

PATCHING DETAILS, INCLUDED IN CONSTRUCTION DRAWINGS.

17. CONTRACTOR SHALL PROTECT AND PRESERVE ALL EXISTING ITEMS TO REMAIN OR REUSE AND SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT OF DAMAGED ITEMS DURING THE COURSE OF CONSTRUCTION AND RESTORE SUCH AREAS TO THE SATISFACTION OF THE COR TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE

GOVERNMENT.

18. ALL EXCAVATION IN THE IMMEDIATE AREA OF EXISTING UTILITIES SHALL BE PERFORMED BY HAND AND WITH THE

UTMOST CARE TO PROTECT EXISTING UTILITIES.

19. THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES, INCLUDING BUT NOT LIMITED TO STEAM AND CONDENSATE LINES, DOMESTIC AND CHILLED WATER LINES, GAS LINES, SANITARY AND STORM SEWERS, AND ELECTRICAL AND COMMUNICATION CONDUITS HAVE BEEN INDICATED BASED ON INFORMATION PROVIDED BY PRIOR DESIGN AND AS-BUILT PLANS, AS WELL AS FIELD LOCATION OF RESULTS OF A SUBSURFACE UTILITY INVESTIGATION. IT IS POSSIBLE THAT ACTUAL SUBSURFACE UTILITIES AND PIPING MAY VARY FROM THE INDICATED. THEREFORE, PRIOR TO STARTING WORK IN ANY AREA, THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO DETERMINE THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UNDERGROUND PIPING, CONDUITS, AND STRUCTURES. THE CONTRACTOR SHALL CARRY OUT THE OPERATIONS IN SUCH AS MANNER AS TO PREVENT INTERFERENCE WITH THE LINES WHICH ARE TO REMAIN UNDISTURBED. ANY SUCH PIPE OR CONDUIT OR STRUCTURE DISTURBED IN THE COURSE OF THIS CONTRACT SHALL BE REPAIRED AND/OR REPLACED IMMEDIATELY BY CONTRACTOR AS DIRECTED BY THE COR AT NO EXTRA COST

TO THE GOVERNMENT.

20. PROTECT ALL UTILITIES AND OTHER STRUCTURES DURING EXCAVATION AND BACKFILL OPERATIONS. ANY DAMAGE TO THE EXISTING UTILITIES AND STRUCTURES CAUSED BY CONTRACTOR'S WORK SHALL BE IMMEDIATELY REPORTED TO THE COR AND REPAIRED TO THE ORIGINAL CONDITION BY QUALIFIED PERSONNEL AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL NOT INTERFERE WITH, OR INTERRUPT, ANY UTILITY MAIN OR SERVICE CONNECTION WITHOUT

PRIOR APPROVAL FROM THE COR.

21. BEFORE AND DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL PROVIDE A CHAIN-LINK CONSTRUCTION FENCE, 6 FEET MINIMUM HEIGHT, AROUND CONSTRUCTION AREAS DESIGNATED BY THE COR AS REQUIRING ENCLOSURE BY FENCING, PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY HARDWARE, INCLUDING HASPS AND PADLOCKS. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND TO LINE POSTS AND TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT A MAXIMUM OF 15 INCHES. BOTTOM OF FENCES SHALL EXTEND TO ONE

INCH ABOVE GRADE. REMOVE THE FENCE WHEN DIRECTED BY THE COR.

22. CONTRACTOR TO SUBMIT DESIGN CALCULATIONS SIGNED AN SEALED BY A PROFESSIONAL ENGINEER CURRENTLY

LICENSED IN THE STATE OF ARKANSAS FOR ALL ELEMENTS REQUIRING STRUCTURAL DESIGN.

23. ALL EXCAVATION IS UNCLASSIFIED AND NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY ROCK EXCAVATION OR

BURIED CONCRETE EXCAVATION REGARDLESS OF THE VOLUME, LOCATION, OR TYPE.

SITE PIPING NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL EXCESS EXCAVATED MATERIAL

AND CONSTRUCTION WASTE TO AN OFF-SITE LICENSED WASTE DISPOSAL SITE AT NO ADDITIONAL COST TO THE

OWNER.

2. ALL TRENCH LINES ON HARDENED SURFACES SHALL BE SAW CUT OR MILLED.

3. ALL TRENCHES SHALL BE BACKFILLED AS SOON AS PRACTICABLE. OPEN TRENCHES SHALL BE KEPT TO A MINIMUM.

OPEN TRENCHES SHALL BE STEEL PLATED WHEN THEY CANNOT BE IMMEDIATELY COVERED. UPON BACKFILLING THE CONTRACTOR SHALL BROOM SWEEP STREETS AND USE APPROPRIATE METHODS TO CONTROL DUST AND HOSE DOWN PAVEMENT TO KEEP SURFACES CLEAN. TRENCHES WITHIN THE ROADWAY SHALL BE BACKFILLED BY THE END OF EACH WORK DAY, AND TEMPORARY PAVEMENT INSTALLED EACH DAY. WHERE FIRE ACCESS MUST BE MAINTAINED ON A STREET, CONTRACTOR SHALL ASSURE A MINIMUM 15' STABILIZED ROUTE AROUND THE EXCAVATION.

4. CONTRACTOR SHALL TAKE STEPS NECESSARY TO PRESERVE EXISTING CURB AND PAVEMENT AND MINIMIZE THE

AMOUNT OF CURBING AND PAVEMENT THAT MUST BE REPLACED.

5. THE CONTRACTOR SHALL PROTECT ALL STRUCTURES, ROADS, UTILITIES, TREES, LANDSCAPING, ETC. DURING THE PROGRESS OF THE WORK, AND SHALL REMOVE DAILY FROM THE SITE DEBRIS AND UNUSED MATERIALS. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL RESTORE THE SITES AS CLOSELY AS POSSIBLE TO THEIR ORIGINAL

CONDITION.

6. ALL SIDEWALK AREAS SHALL BE CLEAR OF OBSTRUCTIONS AND BROOM SWEPT AT THE END OF EACH WORK DAY. FOR AREAS WHERE THE COR HAS NOTED PEDESTRIAN ACCESS MUST BE MAINTAINED DURING OPERATING HOURS, CORRIDORS MUST MAINTAIN IN THIS CONDITION DURING OPERATING HOURS.

7. ALL DEWATERING, IF REQUIRED, SHALL BE INCLUDED IN THE BASE BID.

8. RESTORATION, INCLUDING REMOVAL OF EXCESS EXCAVATED MATERIAL AND PLACEMENT OF TEMPORARY PAVEMENT, SHALL BE PERFORMED AND COMPLETED ON A DAILY BASIS. ALL ROADS SHALL BE PASSABLE TO VEHICULAR TRAFFIC AT

THE END OF EACH DAY.

9. ABANDONED PIPES ARE TO BE PLUGGED WITH LEAN CONCRETE OR FLOWABLE FILL AND NOTED FOR AS-BUILTS.

10. USE FLOWABLE FILL IN CLOSE PROXIMITY TO OTHER UTILITIES TO ASSURE PROTECTION AND COMPACTION.

PROJECT SEQUENCING NOTES

THE FOLLOWING SEQUENCE MAY BE ADJUSTED BY THE CONTRACTOR AS APPROVED BY THE CONTRACTING OFFICER.

1. MOBILIZATION AND ESTABLISHMENT OF STAGING AREAS. STAGING AND LAYDOWN TO BE APPROVED BY COR PRIOR

TO USE.

2. BECAUSE THIS IS A LINEAR UTILITY PROJECT, THE STEPS BELOW WILL GENERALLY BE REPEATED FOR EACH SECTION OF PIPING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A SCHEDULE OF CONSTRUCTION DETAILING SECTIONS TO BE CONSTRUCTED, AS WELL AS SECTIONS TO BE ABANDONED AND/OR REMOVED, WITH MINIMIZED DISRUPTION OF SERVICE TO THE VA FACILITIES ON THIS PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR PREPARATION OF A CONSTRUCTION SCHEDULE WITH PHASING. THIS PLAN SHALL BE APPROVED BY THE COR PRIOR TO

COMMENCEMENT OF CONSTRUCTION.

3. PHASING PLANS SHALL INCLUDE PLANS FOR TRANSITION TO NEW SECTIONS OF WATER MAIN. ALL NEW CONSTRUCTION MUST BE PRESSURE TESTED, FLUSHED (IN ACCORDANCE WITH NFPA 24 FOR FIRE MAINS), DISINFECTED, AND AS-BUILT PRIOR TO PLACING IN SERVICE.

4. CONTRACTOR SHALL PROVIDE THE FOLLOWING PLANS TO THE COR FOR APPROVAL:

4.a. EROSION AND SEDIMENTATION CONTROL PLANS.

4.b. PEDESTRIAN AND TRAFFIC CONTROL PLANS.

5. FOR EACH PHASE;

5.a. IMPLEMENT EROSION CONTROL AND PEDESTRIAN PROTECTION PLANS.

5.b. CONDUCT TEST PITS AND OTHER INVESTIGATIONS OF UNDERGROUND UTILITIES AS NEEDED PRIOR TO

COMMENCEMENT OF CONSTRUCTION.

5.c. CONDUCT TEST PITS AT ALL LATERAL CONNECTIONS TO CONFIRM THE SIZE AND MATERIAL OF LATERALS, AND

NOTIFY THE COR OF ANY DISCREPANCY TO WHAT IS SHOWN ON THE PLANS.

5.d. SAWCUT EXISTING SURFACES AND DEMOLISH HARD SURFACES TO BE REMOVED, EXCAVATE FOR NEW PIPING.

PROTECT EXISTING UTILITIES AND REPAIR ANY DAMAGED DURING EXCAVATION.

5.e. INSTALL NEW PIPING, APPURTENANCES, AND FITTINGS WITHOUT INTERRUPTION OF EXISTING PIPING.

5.f. PATCH HARDENED SURFACES WITH LIKE MATERIALS OR PLACE MULCH, GRASS, OR OTHER LANDSCAPE

MATERIALS TO MATCH SURROUNDING AREAS IN NON-PAVED AREAS.

5.g. REPLACE LATERAL CONNECTIONS TO EACH BUILDING. FOR EXISTING SERVICE LATERALS TO REMAIN, CONNECT

EXISTING SERVICES TO NEW MAINS.

5.h. DEACTIVATE EXISTING PIPING AND SERVICES AS NO LONGER NEEDED AND SERVICES ARE CUT OVER TO NEW

MAINS. REMOVE AND/OR ABANDON IN PLACE AS REQUIRED.

5.i. COMPLETE SITE RESTORATION (INCLUDING LANDSCAPE STABILIZATION AND PAVEMENT PATCHES), CLEAN-UP, AND DEMOBILIZATION.

6. ALL WATER MAINS AND APPURTENANCES IN CONTACT WITH POTABLE WATER SHALL BE NATIONAL SANITATION

FOUNDATION (NSF) APPROVED.

7. ALL WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE, DOUBLE CEMENT LINED, MECHANICAL JOINT

8. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND UNDERGROUND FEATURES PRIOR TO CONSTRUCTION AND

ADJUST WORK AS NECESSARY TO PROVIDE REQUIRED CLEARANCES AND AVOID CONFLICTS.

9. WHEN THE CONTRACTOR ENCOUNTERS FORMERLY ABANDONED UTILITY LINES, CONTRACTOR TO REMOVE AND

DISPOSE OF AS REQUIRED FOR NEW WORK.

10. REMOVE EXISTING TREES AND ALL ROOTS WITHIN 5' OF PROPOSED WORK UNLESS OTHERWISE NOTED. IF NECESSARY REMOVE, STORE, AND REINSTALL ANY EMERGENCY CALL CENTERS AND THEIR LIGHTING AND ANY CONDUITS AND

OTHER FEATURES TO THE ORIGINAL CONDITION.

OTHER GENERAL NOTES

1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND

OPERABLE PLUMBING SYSTEM AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE.

2. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF WORK TO BE PERFORMED. THE DRAWINGS ARE NOT INTENDED TO SHOW EVERY PIPE, FITTING, VALVE, OR APPURTENANCE REQUIRED FOR A COMPLETE INSTALLATION.

DO NOT SCALE LOCATION DIMENSIONS FROM THESE DRAWINGS. DRAWINGS ARE NOT TO BE SCALED FOR THE ACCURATE CUTTING OF PIPE OR ITS EXACT LOCATION. BEFORE ANY PIPING IS INSTALLED. CONFER WITH ALL OTHER CONTRACTORS IN ORDER TO ESTABLISH THE LOCATION OF THEIR PIPING, CONDUIT, DUCTWORK, GRILLES, FOUNDATIONS, STRUCTURAL STEEL, LIGHTING FIXTURES AND OTHER EQUIPMENT SO AS TO AVOID INTERFERENCE.

FAILURE TO COORDINATE SHALL NOT RESULT IN ANY ADDITIONAL EXPENSES TO THE OWNER AND ENGINEER.

3. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING AND VERIFYING ALL CONDITIONS AND DIMENSIONS AND FOR COORDINATION OF THEIR WORK WITH THAT OF ALL OTHER TRADES. PERFORM WORK IN A NEAT. ORDERLY MANNER

AND WITH THE LEAST POSSIBLE INTERFERENCES.

4. WORK SHALL CONFORM TO OR MEET THE REQUIREMENTS OF THE MOST CURRENT EDITION OF:

4.a. INTERNATIONAL PLUMBING CODE

4.b. INTERNATIONAL ENERGY CONSERVATION CODE

4.c. INTERNATIONAL BUILDING CODE

4.d. NEC (NFPA 70)

4.e. NFPA 24

4.f. ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES

4.g. VA STANDARD DESIGN GUIDE

CONTRACTOR SHALL CONFORM TO NSF 61 (605.4, 606.5. 702.1. 702.2. 703.3) FOR THE WATER DISTRIBUTION PIPING

5. CONTRACTOR SHALL PROTECT THE PIPING FROM STRESS AND STRAIN. CONTRACTOR SHALL PROTECT THE IN-SLAB PIPING FORM CORROSION AND STRESS/STRAIN TO CONFORM TO INTERNATIONAL PLUMBING CODE 305.1, 306.3.

30B.5. REFER TO PIPING SUPPORT SPACING SCHEDULE OF THE CODE.

6. ALL MATERIALS, EQUIPMENT AND DEVICES SHALL, AS A MINIMUM, MEET THE REQUIREMENTS OF UNDERWRITER'S LABORATORY (UL) WHERE UL REQUIREMENTS ARE ESTABLISHED FOR THOSE ITEMS. ALL ITEMS SHALL BE CLASSIFIED BY

UL AS SUITABLE FOR THE PURPOSE OF THE CODE.

7. REFER TO SCHEMATIC DIAGRAMS FOR ALL PIPE SIZES AND PIPING LOCATIONS NOT SHOWN ON THE PLANS UNLESS

NOTED OTHERWISE ON THE DRAWINGS.

8. ALL EQUIPMENT AND MATERIALS INCORPORATED IN THIS WORK SHALL BE NEW UNLESS NOTED OTHERWISE AND SHALL BE CURRENT PRODUCTS BY MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SUCH PRODUCTS.

9. ALL FACTORY APPLIED COATINGS AND FINISHES SHALL BE PROVIDE WITHOUT RUST. SCRATCHES OR DENTS.

10. COMPLETE LAYOUT DRAWINGS SHALL BE REQUIRED BY SECTION 22 05 11 - COMMON WORK RESULTS FOR PLUMBING.

CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE LAYOUT DRAWINGS HAVE BEEN PROVIDED BY

THE CONTRACTOR AND HAVE BEEN APPROVED.

COORDINATION REQUIREMENTS

1. COORDINATE LOCATIONS AND INSTALLATION OF PLUMBING WORK WITH OTHER TRADES TO AVOID CONFLICTS AND INTERFERENCES. MODIFICATIONS DUE TO FIELD CONDITIONS SHALL BE COMPLETELY RESOLVED BY CONTRACTOR IN ACCORDANCE WITH RECOMMENDATIONS OF THE CONSTRUCTION MANAGER OR GENERAL CONTRACTOR.

2. COORDINATE FINAL LOCATIONS OF PLUMBING EQUIPMENT WITH ARCHITECTURAL/PLUMBING PLANS.

3. CONTRACTOR TO PROVIDE TO THE CONSTRUCTION MANAGER, GENERAL CONTRACTOR AND ALL OTHER TRADES DIMENSIONED LOCATIONS AND SIZES OF ALL REQUIRED FLOOR AND WALL OPENINGS. PROVIDE FOR INSTALLATION OF

SLEEVES AND FRAMING AS REQUIRED.

SSSSSS

4' IRON

FENCE

12" OAK

EL=400.33

SSSS

18" OAK

BENCHMARK

SET MAG NAIL

N=150616.67 E=1215283.53

EL=398.67

BENCHMARK

SET MAG NAIL

N=150575.01 E=1215390.40

LOD

D LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

7TH ST

H O

R D

SHUFFIELD DR

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLO

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOCLOCLOC

LOC LOC LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOD

ONL

Y ON

LIGHT POLE

W W W W W W W W W W W W W W

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

UG/E

UG/E UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E

UG/E

BASE

W W W W W W W W W W W W W W W W

W W W W W W W W W W W

W W

UG/E

UG/E UG/E UG/E UG/E

UG/E

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

UG/E

UG/E UG/E UG/E UG/E UG/E

UG/E

GAS

LOD

EXISTING CURB

AND GUTTER

(TO REMAIN, TYP.)

EXISTING UTILITIES

(TO REMAIN, TYP.)

EXISTING ASPHALT PAVEMENT (TO

BE SAWCUT, REMOVE, AND

REPLACED FOR UTILITY TRENCH,

TYP.)

FISHER HOUSE FUTURE LIMITS OF CONSTRUCTION

PORTION OF SOLAR CANOPIES AND SUPPORT

COLUMNS AND FOUNDATIONS LOCATED ON THE

FISHER HOUSE PROJECT AREA SHALL BE REMOVED.

PATCH PAVEMENT FOR COLUMN/FOUNDATION

REMOVAL. ALL OTHER EXISTING IMPROVEMENTS

SHALL REMAIN AT THIS TIME.

EXISTING CURB AND GUTTER

(TO BE SAWCUT, REMOVED, AND

REPLACED, TYP.) FOR NEW CURB RAMP

EXISTING ASPHALT PAVEMENT

(TO BE SAWCUT, REMOVED, AND

REPLACED FOR UTILITY SERVICE

VAULT, TYP.)

EXISTING SIGN

(TO REMAIN)

EXISTING ASPHALT PAVEMENT AND

CURB AND GUTTER (TO BE SAWCUT,

REMOVE, AND REPLACED FOR

UTILITY TRENCH, TYP.)

EXISTING PAVEMENT STRIPING

(TO BE ERADICATED, TYP.)

PROPOSED FUTURE IMPROVEMENTS PER

VA PROJECT #598-18-106, TITLED

"CONSTRUCT MAIN ENTRANCE FOR JLM"

PORTION OF EXISTING SIDEWALK (TO BE

SAWCUT, REMOVED, AND REPLACED, TYP.)

EXISTING GAS LINE ACCORDING TO

UAMS GIS DATA. CONTRACTOR

SHALL FIELD VERIFY UTILITY LINE

APPROXIMATE LOCATION

OF 4" GAS MAIN.

FURTHER INVESTIGATION

NECESSARY TO

CONFIRM LOCATION,

OWNERSHIP AND

EXISTANCE OF SAID

MAIN

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

Location

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

100% BID DOCUMENTS

JOHN L. MCCLELLAN MEMORIAL OF

CENTRAL ARKANSAS VHCS

4300 W. 7TH STREET

LITTLE ROCK, ARKANSAS 72205

LEGEND

CONCRETE TO BE REMOVED

SOLAR PANEL REMOVED

ASPHALT AND/OR CURB & GUTTER TO BE

REMOVED

EXISTING FENCE

PROPERTY LINE

EXISTING UNDERGROUND POWER

EXISTING UNDERGROUND TELEPHONE

EXISTING WATER

EXISTING SANITARY SEWER

EXISTING STORM

PROPOSED LIMITS OF DISTRUBANCE

PROPOSED LIMITS OF CONSTRUCTION

FUTURE FISHER HOUSE LIMITS OF

CONSTRUCTION

EXISTING CONTOURS

:1 8:

CD100

CIVIL DEMOLITION PLAN

1 10MAY 31, 2023

XXXX

KEY PLAN

GENERAL NOTES:

1) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

INSTALLED PRIOR TO ANY WORK INCLUDING DEMOLITION.

2) REMOVE SHRUBS AND TREES AS NOTED. GRUB OUT ROOTS

AND STUMPS AND LEGALLY DISPOSE OF DEBRIS.

3) CONTRACTOR SHALL INSTALL A TEMPORARY CONSTRUCTION

FENCE AROUND THE LIMITS OF CONSTRUCTION AS NEEDED.

DEMOLITION NOTES:

1) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY

WITH APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND

UTILITY INSTALLATION CODES.

2) ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN

ACCORDANCE WITH VA STANDARD SPECIFICATIONS.

3) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE

PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR

LOCATIONS SHOWN, AND IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES

WITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY THE COR

AND ENGINEER IN CASE OF DISCREPANCIES THAT AFFECT THE

CONSTRUCTION PROJECT.

4) THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION OF AND

LIAISON WITH UTILITY COMPANIES IN THE PROCESS OF LOCATION

AND RELOCATION OF AND TIE-IN TO UTILITIES.

5) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY

OCCUR TO ANY ADJACENT STRUCTURES OR PROPERTY, OR ANY

EXISTING STRUCTURES WITHIN LIMITS OF CONSTRUCTION THAT

ARE DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR

OR REPLACE SUCH DAMAGED PROPERTY TO THE COR'S

SATISFACTION AT NO COST TO THE VA.

6) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS

AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF

THE ENGINEER.

7) CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE COR

AND ALL EXISTING UTILITY PROVIDERS BEFORE REMOVING ANY/ALL

UTILITIES FROM THEIR EXISTING LOCATION ON THE SITE. THE

CONTRACTOR SHALL PERFORM ALL UTILITY DEMOLITION OR

RELOCATION ACTIVITIES IN ACCORDANCE WITH THE EXISTING

UTILITIES SPECIFICATIONS, MATERIALS, AND REQUIREMENTS.

8) CONTRACTOR TO COORDINATE WITH COR AND VA FACILITIES

MANAGER TO DETERMINE CONDITION OF ALL EXISTING UTILITIES

AND WHETHER UTILITIES ARE CURRENTLY IN SERVICE. UTILITIES

THAT ARE NOT IN SERVICE SHALL BE REMOVED OR ABANDONED IN

PLACE, AT THE DISCRETION OF THE COR.

9) THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE

TEMPORARY MEASURES AS NECESSARY TO MAINTAIN ACCESS TO

THE SITE THROUGH ALL ENTRANCES AT ALL TIMES DURING

CONSTRUCTION. TEMPORARY PROVISIONS MAY INCLUDE, BUT ARE

NOT LIMITED TO: BARRICADES, FLASHING LIGHTS, FLAGMAN,

TEMPORARY PAVEMENT, AND DIRECTIONAL SIGNAGE AS

NECESSARY TO ACCOMPLISH THE WORK.

10) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF

CRANES AND CONSTRUCTION EQUIPMENT OPERATIONS DURING

DEMOLITION ACTIVITY.

11) ALL BUFFERS AND SAVE AREAS SHALL BE CLEARLY IDENTIFIED

BY FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF

ANY LAND DISTURBANCE.

12) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS

MATERIALS IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL,

STATE, AND FEDERAL LAWS.

13) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY

DISPOSED OF, OFF SITE.

14) CONTRACTOR TO POT HOLE EXISTING WATER LINES,

UNDERGROUND ELECTRICAL LINES, GAS LINE, UNDERGROUND

TELEPHONE, FIBER OPTIC, AND ANY OTHER UTILITY LINES WITHIN

THE PROJECT AREA DURING DEMOLITION ACTIVITIES AND

COORDINATE FIELD LOCATIONS AND DEPTHS OF THESE UTILITIES

WITH ENGINEER FOR PROPOSED UTILITY CROSSINGS AND

PROPOSED PAVEMENT OVER EXISTING LINES. THESE LINES MAY

REQUIRE RELOCATION.

15) CONSTRUCTION FENCE: BEFORE CONSTRUCTION OPERATION

BEGIN, CONTRACTOR SHALL PROVIDE A CHAIN LINK

CONSTRUCTION FENCE, 6 FEET MINIMUM HEIGHT, AROUND THE

CONSTRUCTION AREA INDICATED ON SHEET G-001. PROVIDE

GATES AS REQUIRED FOR ACCESS WITH NECESSARY HARDWARE,

INCLUSING HASPS AND PADLOCKS. FASTEN FENCE FABRIC TO

TERMINAL POSTS WITH TENSION BANDS AND TO LINE POSTS AND

TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT A MAXIMUM 15

INCHES. BOTTOM OF FENCES SHALL EXTEND TO 1 INCH ABOVE

GRADE. REMOVE THE FENCE WHEN DIRECTED BY COR.

EROSION CONTROL NOTES

(SEE ALSO EROSION CONTROL PLAN)

1) EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO

ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE

MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL

PERMANENT GROUND COVER IS ESTABLISHED IN ALL DISTURBED

AREAS.

2) THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL

PROTECT ADJACENT PAVEMENTS FROM SOIL ACCUMULATION

DURING CONSTRUCTION.

3) ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED

BY THE ENGINEER OR OTHER INSPECTORS AS DETERMINED BY

FIELD CONDITIONS.

4) STORM DRAINAGE STRUCTURES AND CONDUITS SHALL BE

PROTECTED FROM SEDIMENTATION AS REQUIRED BY STATE OR

LOCAL CODES.

UG/E UG/E

UG/T UG/T

W W

SS SS

LOD LOD

(SHEET CD101. DETAIL 1) MATCHLINE:(SHEET CD101. DETAIL 1) MATCHLINE:

(S H

C D

2) M

N E:

(S H

C D

2) M

N E:

1" = 20'

SCALE IN FEET

20 10 20 40 before you dig belowKnow what's

Call

W W

GAS

LOC LOC

EXISTING SOLAR PANEL CANOPY AND

SUPPORT (REFERENCE PHOTOS)

EXISTING SOLAR CANOPY DETAIL (FOR REFERENCE ONLY)

NOT TO SCALE

WALL

VAULT

UG/T

6" CONCRETE

AT&T

ELECTRIC

BOX

UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T

W 7T

COTTAGE

OHP

OHP OHP OHP OHP OHP OHP OHP OHP

ONL

Y ON

EXIT

EXI

EXIT

ONLY

CROSSTIE

WALL

LOD

LIGHT POLE

BASE

UG/E

36" WATERLINE

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

BASE

UG/E

UG/E UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E

UG/E

LOD

LOD LOD

LODLOD

LOD

EXISTING CURB AND GUTTER

(TO BE SAWCUT, REMOVED,

AND REPLACED, TYP.)

EXISTING ASPHALT PAVEMENT (TO BE

SAWCUT, REMOVED, AND REPLACED

FOR UTILITY PULL BOX (TYP.)

EXISTING FENCE

(TO REMAIN, TYP.)

EXISTING

RETAINING WALL

(TO REMAIN, TYP.)

PROPOSED FUTURE

IMPROVEMENTS (BY OTHERS)

PORTION OF EXISTING SIDEWALK (TO BE

SAWCUT, REMOVED, AND REPLACED, TYP.)

EXISTING ASPHALT PAVEMENT (TO

BE SAWCUT, REMOVE, AND

REPLACED FOR UTILITY ( TYP.)

SSSSSS

SSSS

SSSSSS

SSSS

SSSS SS

SSSS

SS SS SS SS SS SSSS

SS SS SS

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD LOD

LOD

LOD LODLOD

LOD

LODLOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLOD

SHUFFIELD DR

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

UG/E UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

WWWWWWWWWWWWWWW

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

UG/E

W W W W W W W

GAS GAS GAS GAS GAS GAS GAS GAS

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

EXISTING ASPHALT PAVEMENT (TO

BE SAWCUT, REMOVE, AND

REPLACED FOR UTILITY TRENCH,

TYP.)

EXISTING CONCRETE

PAVEMENT (TO BE SAWCUT,

REMOVE, AND REPLACED

FOR UTILITY TRENCH, TYP.)

EXISTING LIGHT POLE

(TO REMAIN)

EXISTING CURB AND GUTTER

(TO BE SAWCUT, REMOVED,

AND REPLACED, TYP.)

EXISTING SIDEWALK

(TO BE SAWCUT, REMOVED,

AND REPLACED)

EXISTING ASPHALT PAVEMENT (TO

BE SAWCUT, REMOVE, AND

REPLACED FOR UTILITY TRENCH,

TYP.)

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

Location

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

100% BID DOCUMENTS

JOHN L. MCCLELLAN MEMORIAL OF

CENTRAL ARKANSAS VHCS

4300 W. 7TH STREET

LITTLE ROCK, ARKANSAS 72205

1" = 20'

SCALE IN FEET

20 10 20 40 before you dig belowKnow what's

Call

KEY PLAN

GENERAL NOTES:

1) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

INSTALLED PRIOR TO ANY WORK INCLUDING DEMOLITION.

2) REMOVE SHRUBS AND TREES AS NOTED. GRUB OUT ROOTS

AND STUMPS AND LEGALLY DISPOSE OF DEBRIS.

3) CONTRACTOR SHALL INSTALL A TEMPORARY CONSTRUCTION

FENCE AROUND THE LIMITS OF CONSTRUCTION AS NEEDED.

DEMOLITION NOTES:

1) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY

WITH APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND

UTILITY INSTALLATION CODES.

2) ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN

ACCORDANCE WITH VA STANDARD SPECIFICATIONS.

3) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE

PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR

LOCATIONS SHOWN, AND IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL UTILITIES

WITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY THE COR

AND ENGINEER IN CASE OF DISCREPANCIES THAT AFFECT THE

CONSTRUCTION PROJECT.

4) THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION OF AND

LIAISON WITH UTILITY COMPANIES IN THE PROCESS OF LOCATION

AND RELOCATION OF AND TIE-IN TO UTILITIES.

5) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY

OCCUR TO ANY ADJACENT STRUCTURES OR PROPERTY, OR ANY

EXISTING STRUCTURES WITHIN LIMITS OF CONSTRUCTION THAT

ARE DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR

OR REPLACE SUCH DAMAGED PROPERTY TO THE COR'S

SATISFACTION AT NO COST TO THE VA.

6) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS

AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF

THE ENGINEER.

7) CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE COR

AND ALL EXISTING UTILITY PROVIDERS BEFORE REMOVING ANY/ALL

UTILITIES FROM THEIR EXISTING LOCATION ON THE SITE. THE

CONTRACTOR SHALL PERFORM ALL UTILITY DEMOLITION OR

RELOCATION ACTIVITIES IN ACCORDANCE WITH THE EXISTING

UTILITIES SPECIFICATIONS, MATERIALS, AND REQUIREMENTS.

8) CONTRACTOR TO COORDINATE WITH COR AND VA FACILITIES

MANAGER TO DETERMINE CONDITION OF ALL EXISTING UTILITIES

AND WHETHER UTILITIES ARE CURRENTLY IN SERVICE. UTILITIES

THAT ARE NOT IN SERVICE SHALL BE REMOVED OR ABANDONED IN

PLACE, AT THE DISCRETION OF THE COR.

9) THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE

TEMPORARY MEASURES AS NECESSARY TO MAINTAIN ACCESS TO

THE SITE THROUGH ALL ENTRANCES AT ALL TIMES DURING

CONSTRUCTION. TEMPORARY PROVISIONS MAY INCLUDE, BUT ARE

NOT LIMITED TO: BARRICADES, FLASHING LIGHTS, FLAGMAN,

TEMPORARY PAVEMENT, AND DIRECTIONAL SIGNAGE AS

NECESSARY TO ACCOMPLISH THE WORK.

10) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF

CRANES AND CONSTRUCTION EQUIPMENT OPERATIONS DURING

DEMOLITION ACTIVITY.

11) ALL BUFFERS AND SAVE AREAS SHALL BE CLEARLY IDENTIFIED

BY FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF

ANY LAND DISTURBANCE.

12) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS

MATERIALS IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL,

STATE, AND FEDERAL LAWS.

13) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY

DISPOSED OF, OFF SITE.

14) CONTRACTOR TO POT HOLE EXISTING WATER LINES,

UNDERGROUND ELECTRICAL LINES, GAS LINE, UNDERGROUND

TELEPHONE, FIBER OPTIC, AND ANY OTHER UTILITY LINES WITHIN

THE PROJECT AREA DURING DEMOLITION ACTIVITIES AND

COORDINATE FIELD LOCATIONS AND DEPTHS OF THESE UTILITIES

WITH ENGINEER FOR PROPOSED UTILITY CROSSINGS AND

PROPOSED PAVEMENT OVER EXISTING LINES. THESE LINES MAY

REQUIRE RELOCATION.

15) CONSTRUCTION FENCE: BEFORE CONSTRUCTION OPERATION

BEGIN, CONTRACTOR SHALL PROVIDE A CHAIN LINK

CONSTRUCTION FENCE, 7 FEET MINIMUM HEIGHT, AROUND THE

CONSTRUCTION AREA INDICATED ON SHEET G-101. PROVIDE

GATES AS REQUIRED FOR ACCESS WITH NECESSARY HARDWARE,

INCLUSING HASPS AND PADLOCKS. FASTEN FENCE FABRIC TO

TERMINAL POSTS WITH TENSION BANDS AND TO LINE POSTS AND

TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT A MAXIMUM 15

INCHES. BOTTOM OF FENCES SHALL EXTEND TO 1 INCH ABOVE

GRADE. REMOVE THE FENCE WHEN DIRECTED BY COR.

EROSION CONTROL NOTES

(SEE ALSO EROSION CONTROL PLAN)

1) EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO

ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE

MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL

PERMANENT GROUND COVER IS ESTABLISHED IN ALL DISTURBED

AREAS.

2) THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL

PROTECT ADJACENT PAVEMENTS FROM SOIL ACCUMULATION

DURING CONSTRUCTION.

3) ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED

BY THE ENGINEER OR OTHER INSPECTORS AS DETERMINED BY

FIELD CONDITIONS.

4) STORM DRAINAGE STRUCTURES AND CONDUITS SHALL BE

PROTECTED FROM SEDIMENTATION AS REQUIRED BY STATE OR

LOCAL CODES.

(SHEET CD100) MATCHLINE:(SHEET CD100) MATCHLINE:

:1 8:

CD101

CIVIL DEMOLITION PLAN

2 10MAY 31, 2023

(S H

C D

C H

T C

0) M

N E:

UNDER GROUND POWER DEMOLITION

SCALE: 1" = 20'CD101

UNDERGROUND TELECOMMUNICATION DEMOLITION

SCALE: 1" = 20'CD101

W W

GAS

LEGEND

CONCRETE TO BE REMOVED

SOLAR PANEL REMOVED

ASPHALT AND/OR CURB & GUTTER TO BE

REMOVED

EXISTING FENCE

PROPERTY LINE

EXISTING UNDERGROUND POWER

EXISTING UNDERGROUND TELEPHONE

EXISTING WATER

EXISTING SANITARY SEWER

EXISTING STORM

PROPOSED LIMITS OF DISTRUBANCE

PROPOSED LIMITS OF CONSTRUCTION

FUTURE FISHER HOUSE LIMITS OF

CONSTRUCTION

EXISTING CONTOURSXXXX

UG/E UG/E

UG/T UG/T

W W

SS SS

LOD LOD

LOC LOC

4' IRON

FENCE

°4 5'4

2" E

SOUTH 87°47'17" EAST 472.61'

NORTH 48°33'52" WEST 153.42'

NORTH 02°16'33" EAST

67.15'

NORTH 57°51'00" WEST 241.11'

LOC

C LOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

F.E.C

TELE/ DATA/

CAB TV

EQUIP.

TRANSFORMER

CONC. PAD

FH TRASH

AREA

VA GENERATOR

FUTURE

FHCP

7TH ST

H O

R D

SHUFFIELD DR

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLO

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOCLOCLOC

LOC LOC LOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC

ONL

Y ON

LOC

PROPOSED ACCESSIBLE CURB

RAMP WITH CURB RETURNS

(TYP.)

PROPOSED CONCRETE

SIDEWALK (TYP.)

PROPOSED UTILITY

TRENCH PAVEMENT

PATCH AND CURB AND

GUTTER (TYP.)

PROPOSED UTILITY

TRENCH PAVEMENT

PATCH

FUTURE FISHER HOUSE

IMPROVEMENTS (BY OTHERS)

PROPOSED PAVEMENT SEAL

COAT AND RE-STRIPE (TYP.)

PROPOSED CURB AND GUTTER TO BE

INSTALLED BY FISHER HOUSE CONTRACTOR

AT TIME OF FISHER HOUSE CONSTRUCTION

FISHER HOUSE FUTURE

LIMITS OF CONSTRUCTION

PROPOSED TYPE B BOLLARDS

APPROXIMATE LOCATION OF FUTURE MAIN

ENTRANCE IMPROVEMENTS BY OTHERS.

SHOWN FOR REFERENCE ONLY.

PROPOSED UTILITY

TRENCH PAVEMENT PATCH

PROPOSED 5'X5'

MINIMUM FLAT LANDING

AT BOTTOM OF THE

CURB RAMPS (TYP.)

6.5' RAMP

400.89 400.39

400.43 400.43

400.90 400.40

401.00 400.50

400.97 400.97

400.53

399.88

399.15

399.22

399.95

400.60

397.93 397.93

398.27 397.77

398.34 397.84

398.36

397.86 TC

398.36 398.36

398.34 398.34

398.82 398.32

398.89 398.89

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

Location

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

100% BID DOCUMENTS

JOHN L. MCCLELLAN MEMORIAL OF

CENTRAL ARKANSAS VHCS

4300 W. 7TH STREET

LITTLE ROCK, ARKANSAS 72205

GENERAL NOTES:

1) ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC

LAYOUT OF THE PROPOSED PARKING LOT AND DRIVES ARE SHOWN

AT THE FACE OF CURB. ALL PROPOSED DIMENSIONS USED TO SHOW

THE GEOMETRIC LAYOUT OF THE PROPOSED BUILDING LOCATION

ARE GIVEN AT THE OUTSIDE FACE OF THE BUILDING CORNERS. ALL

CURB RADII ARE GIVEN AT THE FACE OF CURB.

2) CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES

BETWEEN THE EXISTING CONDITIONS IN THE FIELD AND THE SURVEY

SHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY NEW

CONSTRUCTION.

3) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND

VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND

EXISTING PAVEMENTS, CURB AND GUTTER, SIDEWALKS, WALLS, AND

UTILITIES.

SITE NOTES:

1) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS

SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR

TO COMMENCEMENT OF ANY LAND DISTURBANCE.

2) NO OUTSIDE STORAGE IS PROPOSED. THIS INCLUDES SUPPLIES,

VEHICLE, EQUIPMENT, PRODUCTS, ETC.

3) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION

MEASURES SHALL BE INSTALLED PRIOR TO ANY GRADING.

4) MAXIMUM CUT OR FILL SLOPE=2H:IV

5) 24 HOUR CONTACT: SHANE YARBROUGH, P.E., (334) 887-6064

6) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING

CONDITIONS, UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL

FULLY AND COMPLETELY REMOVE AND LEGALLY DISPOSE OFF-SITE,

ALL PLANT MATERIALS INCLUDING BUT NOT LIMITED TO ROOT

SYSTEMS, CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS,

UNDERBRUSH, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. THE

SUBGRADE TO REMAIN SHALL BE COMPACTED TO 98% STANDARD

PROCTOR MAXIMUM DRY DENSITY FOLLOWING FULL REMOVAL OF

THESE MATERIALS.

7) CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND

MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING

CONSTRUCTION FOR PROTECTION OF ADJACENT ROADWAYS.

LEGEND

STANDARD DUTY ASPHALT PAVING

SEAL COAT

CONCRETE SIDEWALK PAVING

STANDARD DUTY CONCRETE PAVING

FUTURE BUILDING LINE

PROPERTY LINE

FUTURE FISHER HOUSE LIMITS OF

CONSTRUCTION

PROPOSED LIMITS OF CONSTRUCTION

PARKING COUNT

TRAFFIC SIGN

:1 9:

CS100

CIVIL SITE, PAVING, AND GRADING PLAN

3 10MAY 31, 2023

KEY PLAN

(SHEET CS101. DETAIL 1) MATCHLINE:(SHEET CS101. DETAIL 1) MATCHLINE:

(S H

C S1

. D

L 2)

C H

T C

. D

2) M

N E:

1" = 20'

SCALE IN FEET

20 10 20 40 before you dig belowKnow what's

Call

W W

GAS

LOC LOC

6" CONCRETE

N O

1°

1" E

A S

W 7T

COTTAGE

OHP

OHP OHP OHP OHP OHP OHP OHP OHP

ONL

Y ON

EXIT

EXI

EXIT

ONLY

CROSSTIE

WALL

LOC

LOC LOC

LOCLOC

LOC

PROPOSED UTILITY

PAVEMENT PATCH

SURROUNDING PULL

BOX (TYP.)

EXISTING FENCE

(TO REMAIN, TYP.)

PROPOSED UTILITY

PAVEMENT PATCH AND NEW

CURB AND GUTTER TO

MATCH EXISTING (TYP.)

APPROXIMATE LOCATION OF

FUTURE MAIN ENTRANCE

IMPROVEMENTS BY OTHERS.

SHOWN FOR REFERENCE ONLY

PROPOSED 5'X5'

MINIMUM FLAT LANDING

AT BOTTOM OF THE

CURB RAMPS (TYP.)

399.88

399.15

399.22

399.95

397.93 397.93

398.27 397.77

398.34 397.84

398.36

397.86 TC

398.36 398.36

398.34 398.34

398.82 398.32

398.89 398.89

0 SOUTH 02°38'39" WEST

47.00'

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC LOC

LOC

LOC LOCLOC

LOC

LOCLOC

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

SHUFFIELD DR

PROPOSED UTILITY

TRENCH PAVEMENT

PATCH (TYP.)

PROPOSED CURB AND

GUTTER (TO MATCH

EXISTING, TYP.)

PROPOSED CONCRETE

SIDEWALK (TO MATCH

EXISTING, TYP.)

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

Location

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

100% BID DOCUMENTS

JOHN L. MCCLELLAN MEMORIAL OF

CENTRAL ARKANSAS VHCS

4300 W. 7TH STREET

LITTLE ROCK, ARKANSAS 72205

GENERAL NOTES:

1) ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC

LAYOUT OF THE PROPOSED PARKING LOT AND DRIVES ARE SHOWN

AT THE FACE OF CURB. ALL PROPOSED DIMENSIONS USED TO SHOW

THE GEOMETRIC LAYOUT OF THE PROPOSED BUILDING LOCATION

ARE GIVEN AT THE OUTSIDE FACE OF THE BUILDING CORNERS. ALL

CURB RADII ARE GIVEN AT THE FACE OF CURB.

2) CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES

BETWEEN THE EXISTING CONDITIONS IN THE FIELD AND THE SURVEY

SHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY NEW

CONSTRUCTION.

3) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND

VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND

EXISTING PAVEMENTS, CURB AND GUTTER, SIDEWALKS, WALLS, AND

UTILITIES.

SITE NOTES:

1) SEE ARCHITECTURAL PLANS FOR BUILDING FLOOR PLAN

DIMENSIONS, DOOR LOCATIONS, SITE LIGHTING PLAN, AND OTHER

ARCHITECTURAL DETAILS.

2) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS

SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR

TO COMMENCEMENT OF ANY LAND DISTURBANCE.

3) NO OUTSIDE STORAGE IS PROPOSED. THIS INCLUDES SUPPLIES,

VEHICLE, EQUIPMENT, PRODUCTS, ETC.

4) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION

MEASURES SHALL BE INSTALLED PRIOR TO ANY GRADING.

5) MAXIMUM CUT OR FILL SLOPE=2H:IV

6) 24 HOUR CONTACT: SHANE YARBROUGH, P.E., (334) 887-6064

7) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING

CONDITIONS, UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL

FULLY AND COMPLETELY REMOVE AND LEGALLY DISPOSE OFF-SITE,

ALL PLANT MATERIALS INCLUDING BUT NOT LIMITED TO ROOT

SYSTEMS, CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS,

UNDERBRUSH, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. THE

SUBGRADE TO REMAIN SHALL BE COMPACTED TO 98% STANDARD

PROCTOR MAXIMUM DRY DENSITY FOLLOWING FULL REMOVAL OF

THESE MATERIALS.

8) ALL SUBGRADE PREP AND AREAS OF THE SITE TO RECEIVE FILL

SHALL BE COMPLETED IN STRICT CONFORMANCE WITH THE

RECOMMENDATIONS IN THE REPORT BY TERRACON CONSULTANTS,

INC. DATED MARCH 16, 2020. THE CONTRACTOR SHALL HAVE THIS

REPORT ON THE JOB SITE FOR REFERENCE AT ALL TIMES. THE

CONTRACTOR SHALL PROVIDE EARTHWORK OPERATIONS AND

CONSTRUCTION PHASE MONITORING TO ENSURE THAT ALL

COMPACTION IS COMPLETED IN ACCORDANCE WITH THE

GEOTECHNICAL REPORT. THE CONTRACTOR SHALL PROVIDE TESTING

REPORTS TO THE COR REGARDING COMPACTION TESTING PER THE

TESTING PROTOCOL IN THE GEOTECHNICAL REPORT.

9) CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND

MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING

CONSTRUCTION FOR PROTECTION OF ADJACENT ROADWAYS.

LEGEND

STANDARD DUTY ASPHALT PAVING

CONCRETE SIDEWALK PAVING

STANDARD DUTY CONCRETE PAVING

FUTURE BUILDING LINE

PROPERTY LINE

PARKING COUNT

TRAFFIC SIGN

:1 9:

CS101

CIVIL SITE, PAVING, AND GRADING PLAN

4 10MAY 31, 2023

1" = 20'

SCALE IN FEET

20 10 20 40 before you dig belowKnow what's

Call

(S H

C S1

) M

N E:

(S H

C S1

) M

N E:

UNDER GROUND POWER SITE AND PAVING PLAN

SCALE: 1" = 20'CS101

UNDERGROUND TELECOMMUNICATION SITE AND PAVING PLAN

SCALE: 1" = 20'CS101

(SHEET CS100) MATCHLINE:(SHEET CS100) MATCHLINE:

W W

NORTH 88°44'26" WEST 855.44'

5' CHAINLINK

FENCE

W 7TH ST

W 7T

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

OHP OHP OHP OHP OHP OHP OHP OHP

CROSSTIE

WALL

LOC LOC

LOCLOC

LOC

100'

50' 100' 100'

FLAG MAN WITH STOP SIGN

INSTALL "ONE LANE ROAD

AHEAD" SIGN

INSTALL "ROAD WORK

AHEAD" SIGN

INSTALL "ROAD WORK

AHEAD" SIGN

INSTALL "ONE LANE ROAD

AHEAD" SIGN

50'

PROPOSED

AREA OF WORK

°4 5'4

2" E

SOUTH 87°47'17" EAST 472.61'

H O

R D

SHUFFIELD DR

LOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOCLOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC

50'

100'

FLAG MAN WITH STOP SIGN

INSTALL "ONE LANE ROAD

AHEAD" SIGN

INSTALL "ROAD WORK

AHEAD" SIGN

50'

FLAG MAN WITH STOP SIGN10

INSTALL "ONE LANE ROAD

AHEAD" SIGN

PROPOSED

AREA OF WORK

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

Location

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project NumberCONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

100% BID DOCUMENTS

JOHN L. MCCLELLAN MEMORIAL OF

CENTRAL ARKANSAS VHCS

4300 W. 7TH STREET

LITTLE ROCK, ARKANSAS 72205

GENERAL NOTES:

1) CONTRACTOR IS REQUIRED TO MAINTAIN A MINIMUM OF ONE

LANE OF TRAVEL THROUGH THE REOADWAYS FOR THE DURATION OF

THE WORK.

2) CONTRACTOR SHALL UTILIZE STEEL PLATES AS NECCESARY TO

MAINTAIN TRAFFIC FLOW UNTIL ASPHALT OR CONCRETE SURFACES

ARE REPAIRED.

3) CONTRACTOR IS REQUIRED TO COORDINATE ROADWAY

SHUTDOWN AND TRAFFIC CONTROL PLAN WITH THE VA A MINIMUM OF

ONE (1) WEEK PRIOR TO THE EXPECTED SHUTDOWN.

4) CONTRACTOR SHALL UTILIZE THIS TRAFFIC CONTROL SETUP

DURING PERIODS OF OFF-PEAK TRAFFIC VOLUMES. THE

CONTRACTOR SHALL OBSERVE ALL LANE CLOSURE PROHIBITION

RESTRICTIONS.

5) ALL FLAGING OPERATIONS SHALL COMPLY WITH ALL LANE

CLOSURE PROHIBITION RESTRICTIONS. INSTALL AND MAINTAIN ALL

FLAGGING OPERATIONS IN ACCORDANCE WITH THE REQUIREMENTS

OF THE ARDOT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

AND AS DIRECTED BY VA AND ENGINEER.

6) THIS PLAN DOES NOT COMPLETELY ADDRESS TRAFFIC CONTROL

REQUIREMENTS. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL

PLANS PER EACH INCIDENT WHERE TRAFFIC WILL BE INTERUPTED.

THESE PLANS WILL BE SUBMITTED FIVE (5) DAYS IN ADVANCE OF

PLANNED WORK.

LEGEND

PROPOSED AREA OF WORK

PROPOSED ROAD WORK SIGN

PROPOSED FLAG GUY

:2 0:

CS102

TRAFFIC CONTROL PLAN

5 10MAY 31, 2023

1" = 20'

SCALE IN FEET

20 10 20 40 before you dig belowKnow what's

Call

W W

SSSSSS

4' IRON

FENCE

SSMH

INV.=390.28

6" C

LAY

SSMH

TOP=400.25

INV.=387.75

SSSS

SSTOP=398.60

12" CLAY

UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C

F.E.C

TELE/ DATA/

CAB TV

EQUIP.

TRANSFORMER

CONC. PAD

FH TRASH

AREA

VA GENERATOR

FUTURE

FHCP

7TH ST

H O

R D

SHUFFIELD DR

ONL

Y ON

LIGHT POLE

W W W W W W W W W W W W WW

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

UG/E

UG/E UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E

UG/E

BASE

W W W W W W W W W W W W W W W W

W W W W W W W W W W W

W W

UG/E

UG/E UG/E UG/E UG/E

UG/E

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

UG/E UG/E UG/E UG/E UG/E

UG/E

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File details come from the government source that posted it. Updated Mar 22, 2024.