Attachment 03 - DRAWINGS VOL 1.pdf

ARCHITECTURAL

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

DESIGN TEAM

FIRE PROTECTION

SPEES DESIGN BUILD

STRUCTURAL

WSP USA SOLUTIONS, INC.

ELECTRICAL

SPEES DESIGN BUILD

PLUMBING

SPEES DESIGN BUILD

MECHANICAL

SPEES DESIGN BUILD

33301 NINTH AVENUE SOUTH, SUITE 300

FEDERAL WAY, WA 98003-2600

PHONE: (206) 431-2300

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

CIVIL

WSP USA SOLUTIONS, INC.

33301 NINTH AVENUE SOUTH, SUITE 300

FEDERAL WAY, WA 98003-2600

PHONE: (206) 431-2300

COMMUNICATIONS

WSP USA SOLUTIONS, INC.

33301 NINTH AVENUE SOUTH, SUITE 300

FEDERAL WAY, WA 98003-2600

PHONE: (206) 431-2300

PROJECT INFORMATION

STATE:

COUNTY:

JURISTICTION:

OWNER:

CODE ANALYSIS

PROJECT DESCRIPTION

THE PROPOSED DESIGN SHALL IMPROVE,

RECONFIGURE, EXPAND AND RENOVATE

EXISTING SPACES FOR NEW

TELECOMMUNICATION ROOMS.

APPLICABLE BUILDING

BUILDING 01, 02, 03, 04, 05, 06, 07, 08,

09, 10, 21, 29, 31, 33, 34, 37, 42, 44, 46, 49, 50 (DATA CENTER)

ICRA CLASS REQUIREMENTS

REQUIREMENTS DEPENDENT ON

EACH INDIVIDUAL ROOM LOCATION.

ARKANSAS

WASHINGTON

FAYETTEVILLE

GOV, VETERANS AFFAIRS

GENERAL NOTES

1. COORDINATE WORK WITH ALL CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS &

SPECIFICATIONS.

2. SPECIFICATIONS SHALL SUPERSEDE DRAWINGS IN THE CASE OF ANY CONFLICTING INFORMATION.

BRING TO THE AWARENESS OF, AND VERIFY WITH VA COR PRIOR TO PROCEEDING.

3. THE CONTRACTOR AND ANY SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND PROJECT REQUIREMENTS PRIOR TO SUBMITTING A BID OR BEGINNING WORK. NO ALLOWANCES WILL BE MADE ON BEHALF OF THE CONTRACTOR OR SUB-CONTRACTORS FOR FAILURE

TO VISIT THE SITE.

4. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK. ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT

IMMEDIATELY TO THE ATTENTION OF THE COR.

5. ALL WORK SHALL BE PERFORMED WITH A HIGH-LEVEL OF WORKMANSHIP.

6. THE CONTRACTOR SHALL VERIFY ALL PRODUCT TYPES AND QUANTITIES DURING SITE WALK

THROUGH, PRIOR TO PURCHASING ANY MATERIALS, EQUIPMENT, PRODUCTS OR LABOR.

7. THE CONTRACTOR SHALL VERIFY AND COORDINATE WITH ALL INSTALLERS TO ENSURE COMPLIANCE

WITH THE CONTRACT DOCUMENTS.

FAYETTEVILLE, ARKANSAS

BUILDINGS WITHIN THE SCOPE OF THIS PROJECT

08 1021

50' SETBACK FROM ROADS

/ PERIMETER FENCE

DATA CENTER

TRANSFORMER

MECHANICAL YARD A&B

75'x75' LAYDOWN AREA

VEHICLE BARRIER GATE -

SEE DET 2/A-606

BUILDING TYPE

BUILDING 01 - MEDICAL

BUILDING 02 - MEDICAL

BUILDING 03 - NON- MEDICAL

BUILDING 04 - NON- MEDICAL

BUILDING 05 - NON- MEDICAL

BUILDING 07 - NON- MEDICAL

BUILDING 08 - NON- MEDICAL

BUILDING 09 - NON- MEDICAL

BUILDING 10 - NON- MEDICAL

BUILDING 21 - MEDICAL

BUILDING 29 - NON- MEDICAL

BUILDING 31 - MEDICAL

BUILDING 33 - NON- MEDICAL

BUILDING 34 - NON- MEDICAL

BUILDING 37 - NON- MEDICAL

BUILDING 42 - NON- MEDICAL

BUILDING 44 - MEDICAL

BUILDING 50 - NON-MEDICAL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPRINKLERED G-001

COVER

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - FAYETTEVILLE

FAYETTEVILLE, ARKANSAS

564-21-700

08/15/2024 MA CA

100% CONSTRUCTION

DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES - VOL. 1

FAYETTEVILLE, ARKANSAS

PROJECT #: 564-21-700

NTS

ENLARGED LOCATION MAP

TRUE

NORTH

TRUE

NORTH

1" = 200'-0"

SITE PLAN

Revisions: Date: 1 OF 49

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPRINKLERED G-002

DRAWING INDEX

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

EHRM INFRASTRUCTURE

UPGRADES - FAYETTEVILLE

FAYETTEVILLE, ARKANSAS

564-21-700

08/15/2024 MA CA

100% CONSTRUCTION

DOCUMENTS

Revisions: Date: 2 OF 49

SHEET # SHEET NAME

1 OF 49 G-001 COVER PAGE

2 OF 49 G-002 SHEET INDEX

3 OF 49 C-001 CIVIL SHEET INDEX AND GENERAL NOTES

4 OF 49 C-002 GENERAL NOTES AND LEGEND

5 OF 49 CD150 MCR BUILDING DEMOLITION PLAN

6 OF 49 CS100 OVERALL CIVIL SITE PLAN

7 OF 49 CS150 MCR BUILDING SITE PLAN

8 OF 49 CG100 OVERALL EROSION CONTROL PLAN

9 OF 49 CG101 EROSION CONTROL GENERAL NOTES AND DETAILS

10 OF 49 CG150 MCR BUILDING EROSION CONTROL PLAN

11 OF 49 CG151 MCR BUILDING GRADING AND DRAINAGE PLAN

12 OF 49 CG152 MCR BUILDING STORMWATER BMP PLAN

13 OF 49 CU150 MCR BUILDING UTILITY PLAN

14 OF 49 CU151 BUILDING 49 JOINT TRENCH PLAN AND PROFILE

15 OF 49 CU160 CIVIL UTILITY CONSTRUCTION DETAILS

16 OF 49 CU161 CIVIL UTILITY CONSTRUCTION DETAILS

17 OF 49 CU200 FIBER OPTIC GENERAL NOTES

18 OF 49 CU300 OVERALL FIBER OPTIC OUTSIDE PLANT UTILITY PLAN

19 OF 49 CU301 FIBER OPTIC OUTSIDE PLANT UTILITY PLAN

20 OF 49 CU302 FIBER OPTIC OUTSIDE PLANT UTILITY PLAN

21 OF 49 CU303 FIBER OPTIC OUTSIDE PLANT UTILITY PLAN

22 OF 49 CU304 FIBER OPTIC OUTSIDE PLANT UTILITY PLAN

23 OF 49 CU305 FIBER OPTIC OUTSIDE PLANT UTILITY PLAN

24 OF 49 CU400 FIBER OPTIC RISER DIAGRAMS

25 OF 49 CU401 FIBER OPTIC RISER DIAGRAMS

26 OF 49 CU500 CAMPUS FIBER RISER DIAGRAM -A SIDE

27 OF 49 CU501 CAMPUS FIBER RISER DIAGRAM -B SIDE

28 OF 49 CU502 COMMUNICATIONS DETAILS

29 OF 49 CU503 COMMUNICATIONS DETAILS

30 OF 49 CU504 COMMUNICATIONS DETAILS

31 OF 49 CU505 COMMUNICATIONS DETAILS

32 OF 49 CU506 COMMUNICATIONS DETAILS

33 OF 49 S-001 STRUCTURAL GENERAL NOTES

34 OF 49 S-002 STRUCTURAL GENERAL NOTES

35 OF 49 S-003 ABRREVIATIONS AND SYMBOLS

36 OF 49 S-101 FOUNDATION PLAN

37 OF 49 S-111 ROOF PLAN

38 OF 49 S-201 STRUCTURAL WALL ELEVATIONS

39 OF 49 S-202 STRUCTURAL WALL ELEVATIONS

40 OF 49 S-501 TYPICAL CONCRETE DETAILS

41 OF 49 S-502 CONCRETE FOUNDATION DETAILS

42 OF 49 S-511 TYPICAL STRUCTURAL STEEL DETAILS

43 OF 49 S-512 TYPICAL STRUCTURAL STEEL DETAILS

44 OF 49 S-531 TYPICAL CMU WALL DETAILS

45 OF 49 S-532 TYPICAL CMU WALL DETAILS

46 OF 49 S-541 MECHANICAL ANCHORAGE DETAILS

47 OF 49 S-542 TYPICAL DETAILS-CABINET TO CFS FRAMED WALL

48 OF 49 S-543 TYPICAL DETAILS-CABINET TO WOOD FRAMED WALL

49 OF 49 S-544 TYPICAL DETAILS-CABINET TO CONCRETE AND CMU WALL

STRUCTURAL

PAGE #

DRAWING INDEX - VOLUME 1

GENERAL

CIVIL

ABBREVIATIONS

AAF AIR ASSISTED FIBER

ABAN ABANDONED

APROX APPROXIMATELY

APWA AMERICAN PUBLIC WORKS

ASSOCIATION

ASPH ASPHALT CONCRETE

AVE AVENUE

AWWA AMERICAN WATER WORKS

ASSOCIATION

BLDG BUILDING

BMP BEST MANAGEMENT

PRACTICES

BOT BOTTOM

BVC BEGIN VERTICAL CURVE

CL or ℄ CENTERLINE

CDF CONTROLLED DENSITY FILL

CFS CUBIC FEET PER SECOND

CLR CLEAR

CM CENTIMETER

CMP CORRUGATED METAL PIPE

COMM COMMUNICATION(S)

CONC PORTLAND CONCRETE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPEP CORRUGATED

POLYETHELENE PIPE (N-12)

CSBC CRUSHED SURFACING BASE

COURSE

CSTC CRUSHED SURFACING TOP

COURSE

CTR CENTER

CY CUBIC YARDS

DDCV DOUBLE DETECTOR CHECK

VALVE

DI DUCTILE IRON

DIA or Ø DIAMETER

DWG DRAWING

E EAST

EA EACH

EG EXISTING GROUND

ELEC ELECTRICAL

ELEV ELEVATION

EP EDGE OF PAVEMENT

ESMT EASEMENT

EVC END VERTICAL CURVE

EXIST EXISTING

FG FINISH GRADE

FL FLANGE

FM FORCE MAIN

FT FEET

HDPE HIGH DENSITY

POLYETHYLENE PIPE

HP HIGH POINT

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

HWY HIGHWAY

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH(ES)

ISP INTERNET SERVICE

PROVIDER

LBS POUNDS

LF LINEAR FEET

LT LEFT

LP LOW POINT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

N NORTH

NAD NORTH AMERICAN DATUM

NAVD NORTH AMERICAN

VERTICAL DATUM

NE NORTHEAST

NOM NOMINAL

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

OD OUTSIDE DIAMETER

OSP OUTSIDE PLANT

OS1 OPTICAL SINGLEMODE

FIBER (LEGACY STANDARD)

OS2 OPTICAL SINGLEMODE

FIBER (LATEST STANDARD)

OVHD OVERHEAD

PC POINT OF CURVATURE

PE PROJECT ENGINEER

PI POINT OF HORIZONTAL

INTERSECTION

PHH PHYSICAL HAND HOLE

POC POINT ON CURVE

POB POINT OF BEGINNING

POP POINT OF PRESENCE

PPM PARTS PER MILLION

PROP PROPOSED

PT POINT OR POINT OF

TANGENCY

PVC POLYVINYL CHLORIDE PIPE

PVI POINT OF VERTICAL

INTERSECTION

R RADIUS

RJ RESTRAINED JOINT

RT RIGHT

S SOUTH

SD STORM DRAIN

SDCB STORM DRAIN CATCH BASIN

SDCO STORM DRAIN CLEANOUT

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SEC SECTION

SF SQUARE FOOT

SMFO SINGLE MODE FIBER

OPTICS

SPEC SPECIFICATION

SS SANITARY SEWER

SSFM SANITARY SEWER FORCE

MAIN

SSMH SANITARY SEWER MANHOLE

ST STREET

STA STATION

STD STANDARD

SW SOUTHWEST

SWPPP STORMWATER POLLUTION

PREVENTION PLAN

TAN TANGENT POINT

TDR TELECOMMUNICATIONS

DISTRIBUTION ROOM

TDU TUBE CABLE DISTRIBUTION

UNIT

TESC TEMPORARY EROSION &

SEDIMENT CONTROL

TOC TOP OF CURB

TR TELECOMMUNICATIONS

ROOM

TYP TYPICAL

UFC UNIFIED FACILITIES

CRITERIA

UG UNDERGROUND

VC VERTICAL CURVE

VERT VERTICAL

W WEST or WATER

WM WATER METER

WSEL WATER SURFACE

ELEVATION

W/ WITH

GENERAL NOTES:

1. CONTRACTOR MUST COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS PERTINENT TO THE

WORK, AND AS DESCRIBED IN THE SPECIFICATIONS AND ON THESE DESIGN DRAWINGS. ALL

WORKMANSHIP AND MATERIALS MUST BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIARIZED WITH THE EXISTING

CONDITIONS AND VERIFYING CONSISTENCY WITH DESIGN DRAWINGS AND SPECIFICATIONS. THE

CONTRACTOR MUST REPORT ANY DISCREPANCY TO THE CONTRACTING OFFICER IMMEDIATELY

AND AWAIT FURTHER INSTRUCTIONS.

3. IT MUST BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL APPLICABLE PERMITS, LICENSES AND CERTIFICATES, AND MAKE ALL REQUIRED AGENCY NOTIFICATIONS TO COMPLETE THE PROJECT. COMPLIANCE MUST BE AT ALL LEVELS: FEDERAL, STATE, AND LOCAL RELATING TO

THE PERFORMANCE OF THE WORK.

4. PRIOR TO BEGINNING WORK AND PROCURING MATERIALS THAT COULD BE IMPACTED,

CONTRACTOR SHALL INSPECT AND CONFIRM ALL POINTS OF CONNECTIONS TO EXISTING

UTILITIES OR SYSTEMS. POTHOLE WHERE NECESSARY TO VERIFY THE DRAWINGS AGAINST ALL

APPLICABLE EXISTING CONDITIONS. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY UPON

DISCOVERY OF UNFORESEEN SITE CONDITIONS OR DISCREPANCIES.

5. CALL THE UNDERGROUND LOCATE LINE (811) A MINIMUM OF 48 HOURS PRIOR TO ANY

EXCAVATIONS, AND HIRE PRIVATE UTILITY LOCATE COMPANY TO CONFIRM PRESENCE OF

EXISTING BURIED UTILITIES PRIOR TO EXCAVATION. LOCATIONS OF EXISTING UTILITIES SHOWN

HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS

AND SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT

SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS.

6. UTILITY SYSTEMS MUST BE CONSTRUCTED ACCORDING TO APPROVED PLANS. ANY DEVIATION

FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CONTRACTING

OFFICER.

6. CONTRACTOR SHALL PREPARE CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) IN ACCORDANCE WITH ALL APPLICABLE FEDERAL AND STATE REQUIREMENTS AND

OBTAIN PERMIT FOR PROPOSED WORK. CONTRACTOR SHALL MAINTAIN AND UPDATE SWPPP AS

REQUIRED THROUGHOUT CONSTRUCTION. A COPY OF THE APPROVED CONSTRUCTION SWPPP

MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.

7. CONTRACTOR MUST TAKE ALL POSSIBLE CARE TO PROTECT PERSONAL AND ADJACENT

PROPERTY AND TO ENSURE THE SAFETY OF THOSE INVOLVED DIRECTLY OR INDIRECTLY WITH

THE WORK.

8. THE CONTRACTOR MUST PERFORM ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING

AND THE LIKE NECESSARY TO RETURN ALL SURFACES AFFECTED BY THE WORK TO THEIR

ORIGINAL CONDITION.

9. DEMOLITION MUST BE TO THE LIMITS SHOWN ON THE PLANS. THE DEMOLITION LIMITS DEPICTED IN THE PLANS ARE BASED ON THE AVAILABLE INFORMATION OR SURVEY. DEMOLITION LIMITS MAY

VARY DEPENDING ON CHANGED SITE CONDITIONS AT THE TIME OF CONSTRUCTION.

10. EXISTING PAVEMENT, LANDSCAPING, SURFACE OR SUBSURFACE FACILITIES, WITHIN OR

ADJACENT TO THE CONTRACTOR'S WORK AREA OR INDICATED ON THE PLANS TO REMAIN MUST

BE PROTECTED FROM DAMAGE. ANY FACILITIES DAMAGED BY THE CONTRACTOR'S ACTIVITIES

MUST BE IMMEDIATELY REPAIRED TO MATCH ITS ORIGINAL CONDITION AND THE SATISFACTION OF

THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.

11. ALL MATERIALS MUST BE NEW MATERIALS AND PURCHASED IN ACCORDANCE WITH THE BUY

AMERICAN ACT.

12. WRITTEN DIMENSIONS IN SCHEDULES AND DRAWINGS TAKE PRECEDENCE OVER SCALED

DRAWINGS. DO NOT SCALE DRAWINGS, AND BRING ALL DISCREPANCIES TO THE ATTENTION OF

THE CONTRACTING OFFICER AND AWAIT FURTHER INSTRUCTIONS.

13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE CONSTRUCTION PHASING AND

STAGING. NO ADDITIONAL COST TO THE OWNER MUST BE PERMITTED FOR THE RELOCATION OF

TRAILERS, STORED MATERIAL, REMOVAL AND REINSTALLATION OF BARRICADES, FENCING, OR

ANY OTHER INCIDENTAL ITEMS THAT ARE REQUIRED AND NECESSARY TO ACCOMPLISH THE

WORK UNDER THIS CONTRACT. COMPLETE RESTORATION BETWEEN CONSTRUCTION PHASES IS

REQUIRED, UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

14. THE CONTRACTOR MUST NOTIFY VA OF ANY WORK TO BE PERFORMED IN CONFINED SPACE.

CONTRACTOR MUST CREATE AND SUBMIT INDIVIDUAL CONFINED SPACE WORK PLAN.

CONTRACTOR MUST RECEIVE APPROVAL FROM VA PRIOR TO BEGINNING WORK.

15. ANY U.S.G.S. OR CAMPUS SURVEY MONUMENTS WITHIN THE LIMITS OF DEMOLITION OR

CONSTRUCTION MUST BE PROTECTED. IF A MONUMENT IS IN DANGER OF BEING DESTROYED AND

HAS NOT BEEN PROPERLY REFERENCED IN THE PLANS, THE CONTRACTOR MUST IMMEDIATELY

NOTIFY THE CONTRACTING OFFICER. CONTRACTOR MUST REPAIR ANY DAMAGED BENCH MARKS

IN ACCORDANCE WITH N.O.A.A. NATIONAL GEODETIC SURVEY GUIDELINES, AND TO THE

SATISFACTION OF THE FACILITY'S G.I.S. BENCHMARK REPRESENTATIVE.

16. CONTRACTOR MUST PROVIDE AND MAINTAIN ACCESS, AT ALL TIMES DURING CONSTRUCTION, TO ALL EXISTING FACILITIES AND THOSE THAT MAY BE UNDER CONSTRUCTION IN THE IMMEDIATE

VICINITY. FIRE TRUCK AND EMERGENCY VEHICLE ACCESS MUST NOT BE BLOCKED.

17. THE CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR DETERMINING THE ADEQUACY OF

EXISTING STRUCTURES AND UTILITIES TO SUPPORT CONSTRUCTION EQUIPMENT AND LOADS.

18. ALL DEVIATIONS FROM THESE PLANS MUST BE RECORDED ON A SET OF "AS-BUILT" OR RECORD

REDLINE DRAWINGS. THE CONTRACTOR MUST SUBMIT "AS-BUILT" REDLINE DRAWINGS TO THE

CONTRACTING OFFICER.

19. ALL DEMOLITION MATERIAL, INCLUDING PAVEMENT AND EXCESS SOIL, EXCEPT AS NOTED IN THE CONTRACT DRAWINGS / SPECIFICATIONS AND / OR SPECIFIED BY THE CONTRACTING OFFICER, MUST BECOME THE PROPERTY OF THE CONTRACTOR AND BE COMPLETELY REMOVED FROM VA

CAMPUS AND DISPOSED OF BY THE CONTRACTOR.

20. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN

SHORING AND BRACING NECESSARY TO PROTECT WORKERS, UTILITIES AND OTHER

IMPROVEMENTS AND EXCAVATIONS PER STATE AND FEDERAL REGULATIONS. THE CONTRACTOR

SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF TEMPORARY SHORING AND BRACING.

EXISTING DATA NOTES:

1. THE EXISTING INFORMATION SHOWN ON THESE DRAWINGS HAVE BEEN PREPARED BASED UPON

INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, GOVERNMENT CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY

OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN

INCORPORATED INTO THESE DRAWINGS AS A RESULT.

2. THE ENGINEER ASSUMES NO LIABILITY FOR DAMAGES TO ANY UTILITIES DURING CONSTRUCTION.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO REPAIR ANY DAMAGES THAT MAY OCCUR

DURING CONSTRUCTION.

3. THE CONTRACTOR MAY CONDUCT TEST PITS (POTHOLE) TO VERIFY EXISTING CONDITIONS. THE

CONTRACTOR SHALL COORDINATE ALL TEST PITS WITH THE COR.

RESTORATION NOTES:

1. RESTORATION MUST BE IN ACCORDANCE WITH VA AND UFC REQUIREMENTS.

2. RESTORE ALL DISTURBED AREAS AS SHOWN ON PLANS OR AS DIRECTED BY THE CONTRACTING

OFFICER.

3. REPAIR ALL UTILITIES DAMAGED BY CONSTRUCTION IN ACCORDANCE WITH CONTRACTING

OFFICER'S REQUIREMENTS.

4. CONTRACTOR MUST RESTORE THE SITE AND ALL OTHER PHYSICAL FEATURES TO MATCH

EXISTING CONDITIONS WHERE CONSTRUCTION WORK IS PERFORMED.

5. CONTRACTOR TO RETURN DISTURBED SOIL AND LANDSCAPING TO ITS ORIGINAL CONDITION.

DEMOLITION NOTES:

1. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND

PROPERTY; TO MINIMIZE INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND

STRUCTURES OR INTERRUPTION OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE PASSAGE

TO AND FROM SUCH ADJACENT AREAS OR STRUCTURES.

2. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES,

WARNING LIGHTS, AND OTHER SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL

PERSONNEL DURING DEMOLITION AND REMOVAL OPERATIONS.

3. MAINTAIN FENCES, BARRICADES, LIGHTS AND OTHER SIMILAR ITEMS AROUND EXPOSED

EXCAVATIONS UNTIL SUCH EXCAVATIONS HAVE BEEN COMPLETELY FILLED.

4. PREVENT SPREAD OF FLYING PARTICLES AND DUST. SPRINKLE RUBBISH AND DEBRIS WITH

WATER TO KEEP DUST TO A MINIMUM. DO NOT USE WATER IF IT RESULTS IN HAZARDOUS OR

OBJECTIONABLE CONDITIONS SUCH AS, BUT NOT LIMITED TO; ICE, FLOODING OR POLLUTION.

VACUUM, SWEEP, AND DUST THE WORK AREA DAILY.

5. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND

EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK.

THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGES TO EXISTING

ITEMS TO REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN THE PROPERTY OF THE MEDICAL

CENTER; AND DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED AS APPROVED BY THE

CONTRACTING OFFICER REPRESENTATIVE (COR). THE CONTRACTOR SHALL COORDINATE THE

WORK WITH ALL OTHER WORK AND SHALL CONSTRUCT AND MAINTAIN SHORING, BRACING,

AND SUPPORTS AS REQUIRED. THE CONTRACTOR SHALL ENSURE THAT STRUCTURAL

ELEMENTS ARE NOT OVERLOADED AND SHALL BE RESPONSIBLE FOR INCREASING

STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE REQUIRED AS A RESULT OF

ANY CUTTING, REMOVAL, OR DEMOLITION WORK PERFORMED.

6. DEMOLISH AND REMOVE OUTSIDE UTILITY SERVICE LINES SHOWN TO BE REMOVED.

7. REMOVE ABANDONED OUTSIDE UTILITY LINES THAT WOULD INTERFERE WITH INSTALLATION

OF NEW UTILITY LINES AND NEW CONSTRUCTION.

8. COMPLETELY DEMOLISH AND REMOVE BUILDINGS AND STRUCTURES, INCLUDING ALL

APPURTENANCES RELATED OR CONNECTED THERETO, AS NOTED BELOW:

8.A. AS REQUIRED FOR INSTALLATION OF NEW UTILITY SERVICE LINES.

8.B. TO FULL DEPTH WITHIN AN AREA DEFINED BY HYPOTHETICAL LINES LOCATED 5 FT (1500

MM) OUTSIDE BUILDING LINES OF NEW STRUCTURES.

9. ALL WASTE DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE

AND LAWFULLY DISPOSED OF. DEBRIS, INCLUDING BRICK, CONCRETE STONE, METALS AND

SIMILAR MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE

DISPOSED OF BY THE CONTRACTOR DAILY, OFF THE MEDICAL CENTER TO AVOID

ACCUMULATION AT THE DEMOLITION SITE. MATERIALS THAT CANNOT BE REMOVED DAILY

SHALL BE STORED IN AREAS SPECIFIED BY THE CONTRACTING OFFICERS REPRESENTATIVE.

CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF MATERIALS UNCOVERED DURING

ANY PART OF THE WORK APPEAR TO BE CONTAMINATED. ALL LOCAL, STATE AND FEDERAL

LAWS SHALL PREVAIL IN THE EVENT OF CONTAMINATED MATERIALS.

10. BREAK UP CONCRETE SLABS BELOW GRADE THAT DO NOT REQUIRE REMOVAL FROM

PRESENT LOCATION INTO PIECES NOT EXCEEDING 24 INCHES (600 MM) SQUARE TO PERMIT

DRAINAGE. CONTRACTOR SHALL DISPOSE OF DEBRIS IN COMPLIANCE WITH APPLICABLE

FEDERAL, STATE AND LOCAL PERMITS, RULES AND/OR REGULATIONS.

TRAFFIC MANAGEMENT NOTES:

1. ALL ROADWAYS MUST REMAIN OPEN DURING CONSTRUCTION, UNLESS OTHERWISE APPROVED BY

THE CONTRACTING OFFICER. ROADWAY CLOSURE DURING CONSTRUCTION REQUIRES THE

CONTRACTOR SUBMIT A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL IN ADVANCE. IF

REQUIRED, ALL TEMPORARY TRAFFIC CONTROL DEVICES MUST BE IN ACCORDANCE WITH THE

MOST CURRENT EDITION OF "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS

AND HIGHWAYS".

2. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE MOVING LANE ALONG ROADWAYS AT

ALL TIMES, EXCEPT WHERE GIVEN PERMISSION BY THE VAMC AND CONTRACTING OFFICERS

REPRESENTATIVE.

3. THE CONTRACTOR SHALL PROVIDE ALL SIGNAGE, BARRICADES, CAUTION TAPE, CONES AND

BARRELS REQUIRED TO FACILITATE A SAFE LANE OR SIDEWALK CLOSURE.

4. PEDESTRIAN ACCESS SHALL BE MAINTAINED AND MANAGED DURING SIDEWALK AND

CROSSWALK CLOSURES.

5. ACCESS TO ALL ROADWAYS, DRIVEWAYS AND LOADING RAMPS SHALL BE MAINTAINED DAILY

AFTER CONSTRUCTION ACTIVITIES HAVE CONCLUDED.

6. THE CONTRACTOR SHALL COORDINATE ANY ROADWAY, DRIVEWAY, LOADING RAMP AND/OR

SIDEWALK CLOSURES WITH THE VAMC PRIOR TO PERFORMING WORK.

7. ALL ROAD CLOSURES SHALL BE OUTSIDE NORMAL WORKING HOURS OF 8:00 AM TO 5:00 PM

MONDAY THROUGH FRIDAY. ROAD CLOSURES AND TRAFFIC CONTROL PLAN SHALL BE

APPROVED BY COR PRIOR TO CONSTRUCTION. CONTRACTOR TO MAINTAIN ONE ACCESS TO

THE EMERGENCY ROOM AMBULANCE BAY AT ALL TIMES.

GENERAL UTILITY NOTES:

1. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST VERTICALLY AND

HORIZONTALLY FIELD LOCATE BY POTHOLING AND SURVEY ALL PROPOSED UTILITY CONFLICTS

AND CROSSINGS. IF THE EXISTING UTILITY LOCATION DIFFERS FROM WHAT IS SHOWN ON THE

PLANS, THE CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER AND/OR CONTRACTING

OFFICER'S REPRESENTATIVE IMMEDIATELY AND AWAIT FURTHER INSTRUCTIONS.

2. THE CONTRACTOR IS ADVISED THAT ALL EXISTING UNDERGROUND UTILITIES, CABLES, DUCTS, MANHOLES, ETC. (UNDERGROUND FACILITIES) SHOWN ON PLANS WERE LOCATED USING THE

BEST INFORMATION AVAILABLE. INFORMATION SHOWN ON THE DRAWING CONCERNING TYPE, SIZE

AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR

ALL-INCLUSIVE, AND IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS

SOLELY RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES. CONTRACTOR MUST BE

RESPONSIBLE FOR CONTACTING GOVERNMENT UTILITY OWNERS TO IDENTIFY UNDERGROUND

UTILITIES AND/OR CABLES WITHIN THE PROJECT LIMITS AND STAGING AREAS. THE CONTRACTOR

MUST ASSIST UTILITY OWNERS IN EFFORTS TO FIELD VERIFY UNDERGROUND UTILITIES.

CONTRACTOR MUST ALSO REVIEW ALL UTILITIES WITH THE CAMPUS MAINTENANCE STAFF PRIOR

TO BEGINNING WORK. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, THE

CONTRACTOR MUST CONDUCT A FIELD UTILITY LOCATION SURVEY USING ELECTRONIC,

MAGNETIC OR OTHER UNDERGROUND UTILITY LOCATING PRACTICES. UTILITY OWNERS MUST BE

NOTIFIED AND MUST HAVE THE OPTION TO ACCOMPANY THIS FIELD INVESTIGATION.

EXPLORATORY EXCAVATIONS IN THE VICINITY OF EXISTING UNDERGROUND UTILITIES,

PARTICULARLY THOSE ASSOCIATED WITH OPERATING NAVIGATIONAL AIDS, MUST BE CARRIED

OUT WITH HAND TOOLS UNTIL THE EXACT CHARACTER AND LOCATION OF SUCH FACILITIES ARE DETERMINED. ALL INFORMATION SO OBTAINED FROM THIS UTILITY LOCATION SURVEY MUST BE

FURNISHED TO THE CONTRACTING OFFICER AND/OR CONTRACTING OFFICER'S REPRESENTATIVE

AND THE A/E PRIOR TO CONSTRUCTION.

3. ALL UNDERGROUND CABLE, UTILITIES, AND ASSOCIATED STRUCTURES MUST BE PROTECTED

FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE TO EXISTING UNDERGROUND CABLES

AND/OR UTILITIES CAUSED BY THE CONTRACTOR (REGARDLESS OF WHETHER THEY WERE

LOCATED OR NOT BY THE COMPUS, UTILITY COMPANY, ETC.) MUST BE REPAIRED BY THE

CONTRACTOR AT THE CONTRACTOR'S OWN EXPENSE AND TO THE SATISFACTION OF THE UTILITY OWNER'S AUTHORIZED REPRESENTATIVES. ALL EXISTING UTILITIES, CABLE, DUCTS, EQUIPMENT, DEVICES, ETC. OUTSIDE THE AREA OF DEMOLITION OR CONSTRUCTION LIMITS WHICH ARE

DAMAGED OR DISRUPTED AS A RESULT OF THE CONTRACTOR'S OPERATIONS, MUST BE

IMMEDIATELY REPAIRED AT THE EXPENSE OF THE CONTRACTOR AND TO THE SATISFACTION OF

THE UTILITY OWNER'S AUTHORIZED REPRESENTATIVE.

4. ALL UTILITY OUTAGES MUST BE SCHEDULED AND APPROVED THROUGH THE COR (CONTRACTING

OFFICER) PER THE APPLICABLE OUTAGE NOTIFICATION REQUIREMENTS.

5. UNLESS ALREADY SPECIFIED IN THE CONTRACT DRAWINGS, CONTRACTOR MUST RETROFIT ALL EXISTING UTILITY ACCESS POINTS TO BRING FLUSH WITH FINISHED SURFACE WITHIN AREAS OF

WORK IN WHICH THE EXISTING GRADE IS MODIFIED BY CONSTRUCTION. THIS WORK IS

CONSIDERED PART OF THE CONTRACTED SCOPE, AND APPLIES TO EXISTING UTILITIES THAT ARE

NOT TO BE DEMOLISHED OR ABANDONED WITHIN THE PROJECT LIMITS.

6. ALL MATERIALS, WORKMANSHIP, AND TESTING MUST BE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.

7. FIELD VERIFY LOCATION (INCLUDING POT HOLING FOR VERTICAL DEPTH) OF EXISTING UTILITIES

AND INVERT ELEVATIONS OF THE POINT OF CONNECTION PRIOR TO CONSTRUCTION.

8. COMPRESSIBLE MATERIALS:

FOR USE IN AREAS ABOVE BURIED PIPES WHERE OTHER PIPES ARE CROSSING WITH LESS THAN

1'-0" VERTICAL SEPARATION OR WHERE CALLED OUT ON DRAWINGS: POLYETHYLENE PLASTIC

FOAM IN ACCORDANCE WITH FEDERAL SPECIFICATION PPP-C-1752C, TYPE 1, CLASS 2, SUCH AS "ETHAFOAM". AT PIPE CROSSINGS, MATERIAL SHALL BE A MIN OF 2-INCH THK, 2-FT WIDE, AND 4-FT LONG, BUT SHALL BE A MINIMUM OF 6-IN WIDER THAT OUTSIDE DIAMETER OF PIPE ON EACH SIDE.

9. GATE VALVES INSTALLED UNDER PAVEMENT SHALL HAVE A 2-INCH OPERATING NUT AND VALVE BOX W/ COVER FLUSH WITH ASPHALT SURFACE. GATE VALVES INSTALLED IN AREAS WHERE THE SURFACE IS OTHER THAN ASPHALT OR CONCRETE, TOP OF VALVE BOX SHALL BE EMBEDDED IN A CAST-IN-PLACE COLLAR THAT IS 3'-0" MIN SQUARE BY 8-INCHES THICK PLACED ON 4-INCH THICK

(MIN) COMPACTED BASE COURSE WITH SURFACE FLUSH WITH EXISTING GRADE

10. TESTING OF ALL INSTALLED UTILITY LINES AND STRUCTURES MUST BE IN ACCORDANCE WITH

CONTRACT SPECIFICATIONS.

11. ANY REVISIONS TO THESE PLANS, ONCE APPROVED BY THE ENGINEER OF RECORD, MUST BE

REVIEWED AND RE-APPROVED BY THE CONTRACTING OFFICER.

12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR UTILITY TRENCH SAFETY INCLUDING SHORING

(IF REQUIRED) DESIGNED BY A REGISTERED ENGINEER AND WORKER SAFETY WHILE WORKING

WITHIN THE TRENCH.

GRADING & BACKFILL NOTES:

1. BACKFILL MATERIAL MUST NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE

HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR

LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD.

2. GENERAL SITE BACKFILL MATERIAL MUST MEET THE VA REQUIREMENTS FOR EARTHWORK AND BE

IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT FOR THIS

PROJECT.

3. SLOPE FINISH GRADE SURFACES UNIFORMLY BETWEEN ELEVATIONS SHOWN ON DRAWINGS

UNLESS SPECIFIED OTHERWISE. GRADE AREAS TO ELIMINATE LOW SPOTS AND MAINTAIN

POSITIVE DRAINAGE AWAY FROM BUILDING AND STRUCTURES.

SECURITY:

1. THE CONTRACTOR MUST COMPLY WITH ALL REQUIREMENTS OF THE VA SECURITY PROGRAM.

2. THE CONTRACTOR MUST BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR'S PERSONNEL OF

THE VA SECURITY REQUIREMENTS. ALL NEW CONTRACTOR EMPLOYEES MUST BE BRIEFED ON

THESE REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.

3. CONTRACTOR IS SOLELY RESPONSIBLE FOR SECURING JOBSITE AT ALL TIMES THROUGHOUT

CONSTRUCTION.

PROJECT PHASING:

1. FOR SPECIFIC TECHNOLOGY SYSTEM PHASING AND CUTOVER PLANS AND SCHEDULES PER

BUILDING, SEE SPECIFICATION SECTION 27 06 00.

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Solutions Inc.

1201 Pacific Aveue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

PB RDM

CIVIL SHEET INDEX AND GENERAL

NOTES

C-001

N/A

100% CONSTRUCTION

DOCUMENTS

FAYETTEVILLE, ARKANSAS

EHRM INFRASTRUCTURE

UPGRADES - FAYETTEVILLE

564-21-700

12/13/24 3 OF 49

BEST INFORMATION AVAILABLE. INFORMATION SHOWN ON THE DRAWING CONCERNING TYPE, SIZE

"ETHAFOAM". AT PIPE CROSSINGS, MATERIAL SHALL BE A MIN OF 2-INCH THK, 2-FT WIDE, AND 4-FT

SD

C(B)

C(A)

PROPOSED LEGEND

SIDE A FIBER PATHWAY

SIDE A UNDERGROUND HANDHOLE

SIDE B FIBER PATHWAY

SIDE B UNDERGROUND HANDHOLE

SERVICE PROVIDER FIBER PATHWAY

SERVICE PROVIDER UNDERGROUND HANDHOLE

UNDERGROUND POWER PATHWAY

UNDERGROUND POWER HANDHOLE

WATER LINE

WATER LINE BEND

FIRE DEPARTMENT CONNECTION (FDC)

POST INDICATOR VALVE (PIV)

FIRE SUPPRESSION LINE

CHILLED WATER LINE

SANITARY SEWER LINE

STORM DRAIN LINE

STORM DRAIN INLET

STORM DRAIN MANHOLE

STORM DRAIN CLEANOUT

STORM DRAIN SWALE FLOWPATH

CONTOUR

LIGHTPOLE

FENCE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

W

F

C(ISP)

SAN

E

E

COMM

SAN

W

G

F

T

E

T

E

W

S

SD

G

EXISTING LEGEND

COMMUNICATION LINE

COMMUNICATION MANHOLE / HANDHOLE

POWER LINE

POWER MANHOLE / HANDHOLE

WATER LINE

WATER METER / VALVE

FIRE SUPPRESSION LINE

FIRE HYDRANT

SANITARY SEWER LINE

SANITARY SEWER MANHOLE

STORM DRAIN LINE

STORM DRAIN INLET

STORM DRAIN MANHOLE

GAS LINE

GAS METER

CONTOUR

FENCE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

X

X

CHWS

GENERAL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE

IN ACCORDANCE WITH OSHA STANDARDS, STATE AND LOCAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FENCING OR BARRIERS WHEN CONSTRUCTION IS BEING PERFORMED ADJACENT TO BUILDING ENTRANCES/WALKWAYS.

2. THE CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION NOR CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS AND/OR

FIRE HYDRANTS WITHOUT APPROPRIATE PERMITS AND/OR PERMISSIONS.

3. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT BECOME DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

4. VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE A MINIMUM OF FOUR (4) INCHES OF TOPSOIL.

THESE ARES SHALL BE IMMEDIATELY SEEDED AND STABILIZED.

5. DAMAGE TO SURFACE FEATURES, SUBSURFACE FEATURES AND SUBSURFACE INFRASTRUCTURE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

6. THE CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF-SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.

7. THE CONTRACTOR IS REQUIRED TO BACKFILL TRENCHES OR SECURE WITH METAL PLATES OR CONSTRUCTION FENCE

DAILY. NO OPEN TRENCHES SHALL BE LEFT UNATTENDED.

8. THE CONTRACTOR IS RESPONSIBLE FOR ALL FIELD MEASUREMENTS. THE GOVERNMENT WILL NOT BE HELD RESPONSIBLE FOR BIDDING ERRORS MADE OR FOR THE FAILURE TO ADEQUATELY INSPECT THE JOB SITE FOR EXISTING

CONDITIONS, DIMENSIONS, AND GRADES.

9. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.

10. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. ALL WATER, GAS, SEWER, ELECTRIC AND OTHER UTILITIES SHALL BE

MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, WITH MATCHING MATERIALS, ANY PAVEMENT, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION.

12. CONSTRUCTION ACTIVITIES SHALL NOT CONFLICT WITH THE VAMC OPERATIONS AND EMPLOYEE/PATIENT PARKING. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE VAMC POLICE DEPARTMENT AND COR. WORK AFFECTING BUILDING ENTRANCES, WALKWAYS, LOADING AREAS, PARKING, ETC. SHALL BE COORDINATED AND SCHEDULED WITH

THE VAMC.

13. THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS-BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION IN BOTH DIGITAL AND HARD COPY FORMATS. RECORD DOCUMENTS SHALL ARTICULATE WHERE ACTUAL INSTALLATION OF WORK, PRODUCTS AND/OR SYSTEMS VARY FROM THE DESIGN INTENT EXPRESSED/SPECIFIED IN THE CONTRACTOR DOCUMENTS. **NO

EXCEPTION ALLOWED**

14. ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE RESET BY A

PROFESSIONAL LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.

15. THE CONTRACTOR SHALL PROTECT THE VA PROPERTY FROM DUST AND DAMAGE AT ALL TIMES. ANY RESULTING DAMAGE TO THE VA PROPERTY SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S

EXPENSE.

CONTRACTORS ACCESS & STORAGE AREAS:

1. THE CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER FOR EXACT LOCATION OF STAGING AREA(S) TO BE USED DURING CONSTRUCTION FOR STORAGE / STOCKPILING OF MATERIALS. CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER PRIOR TO OCCUPYING STAGING AREA. THE CONTRACTOR MUST VERIFY WITH THE CONTRACTING OFFICER'S REPRESENTATIVE OF ANY CHANGES IN STAGING / LAYDOWN AREAS THAT MAY HAVE

OCCURRED AFTER PLANS WERE ISSUED.

2. UPON COMPLETION OF THE WORK, THE STAGING AREAS MUST BE CLEANED AND RESTORED TO THEIR ORIGINAL

CONDITION.

3. CONTRACTOR MUST PROVIDE TEMPORARY SECURITY FENCING AROUND THE CONSTRUCTION STAGING AREAS WHERE REQUIRED BY COR. CONTRACTOR TO COORDINATE PRIVACY FABRIC REQUIREMENTS WITH COR. CONTRACTOR MUST BE AWARE OF THE VERTICAL HEIGHTS OF OBJECTS NEAR FENCE LINES; NO EQUIPMENT OR MATERIAL MUST BE PLACED NEAR FENCE LINES THAT WOULD ALLOW THE FENCE TO BE SCALED. MAINTAIN A 10 FOOT MINIMUM SEPARATION FROM ALL FENCES FROM STOCKPILES, PARKED VEHICLES, OR OTHER MATERIALS WHICH COULD BE CLIMBED. POST A

METALLIC SIGN DISPLAYING THE CONTRACTOR'S 24 HOUR EMERGENCY CONTACT NUMBER.

4. ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE MUST USE THE ACCESS POINT AS DETERMINED BY THE COR. ALL ASSOCIATED FEES AND COST MUST BE PAID BY CONTRACTOR AND ARE CONSIDERED INCIDENTAL TO THE

VARIOUS BID ITEMS.

5. CONTRACTOR MUST BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE CONSTRUCTION AND STAGING AREAS.

THE TRAFFIC CONTROL MEASURES MUST BE DIRECTED AND APPROVED BY THE CONTRACTING OFFICER AND/OR

CONTRACTING OFFICER'S REPRESENTATIVE.

6. CONTRACTOR MUST COORDINATE LOCATION(S) OF SOIL STOCKPILE AREAS WITH THE CONTRACTING OFFICER IN ADVANCE OF CONSTRUCTION START. AT A MINIMUM, SOIL STOCKPILES WILL CONSIST OF CLEAN IMPORTED FILL, AND EXCAVATED SOILS WAITING FOR REUSE OR OFF-SITE DISPOSAL, AND STOCKPILES MUST BE ADEQUATELY SEPARATED

FROM EACH OTHER WITHIN THE STOCKPILE AREA(S).

CONTRACTOR'S VEHICLES:

1. CONTRACTOR'S VEHICLES MUST BE IN GOOD WORKING ORDER. CONTRACTOR'S PERSONNEL MUST PARK WITHIN THE

CONTRACTOR'S STAGING AREA OR AREAS APPROVED BY THE COR.

2. ALL TRUCKS AND/OR ASSOCIATED VEHICLE HAULING TOOLS, LABOR, EQUIPMENT, MATERIAL OR DEBRIS ON THE VA CAMPUS MUST BE EQUIPPED AND PREPARED TO PREVENT SPILLAGE OF DEBRIS DURING TRANSPORTATION. TRUCK BEDS MUST BE SWEPT CLEAN BEFORE LEAVING THE WORK AREA. SIDEBOARDS MUST BE KEPT IN GOOD REPAIR. UNDER NO CIRCUMSTANCES MUST A VEHICLE BE LOADED BEYOND ITS LEGAL LIMITS OR HIGHER THAN THE SIDEBOARDS.

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Solutions Inc.

1201 Pacific Aveue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

PB RDM

GENERAL NOTES AND LEGEND

C-002

N/A

100% CONSTRUCTION

DOCUMENTS

FAYETTEVILLE, ARKANSAS

EHRM INFRASTRUCTURE

UPGRADES - FAYETTEVILLE

12/13/24 4 OF 49

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

W

W

W

W

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SD

SD

SD

SD

SD

SD

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SD

SD

SD

G

G

G

G

G

G

G

G

ES

ES

ES

ES

ES

ES

XFMR

XXX

X

X

FREE CLINIC

X

SD

SD

SD

SD

SD

W

W

W W

W

SSFM

SS

FM

E E

E

E

E

E

E

E

E

E

E

E

C O

M M

COMM

COMM

COMM

COMM

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

X

X

X

X

SD

SD

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Solutions Inc.

1201 Pacific Aveue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

1" = 20' scale feet

4020020

DEMOLITION KEYNOTES#

EXISTING STORM DRAIN TO REMAIN, CONTRACTOR TO PROTECT IN PLACE

EXISTING LIGHT POLE TO REMAIN, CONTRACTOR TO PROTECT IN PLACE

EXISTING STORM DRAIN LINE TO BE REMOVED

EXISTING TREE, STUMP, AND ROOT BALL TO BE REMOVED (TYP.)

EXISTING STORM DRAIN MANHOLE TO BE REMOVED

6 EXISTING TRAILER TO BE REMOVED BY OTHERS. COORDINATE WITH COR.

7 EXISTING SIDEWALK TO BE REMOVED

PB RDM

MCR BUILDING DEMOLITION PLAN

CD150

N/A

100% CONSTRUCTION

DOCUMENTS

FAYETTEVILLE, ARKANSAS

EHRM INFRASTRUCTURE

UPGRADES - FAYETTEVILLE

12/13/24 5 OF 49

W

W

W

SAN

W

W

W

W

W W

SAN

G

G G

W

G

G

G

W

SAN

SAN

SAN

G

GG G

G

G

G

G

G

G

G

G

G

W

W

W W

W W

W

W

W

W

W

W

WW

SD

SD

W W

W

W

W W

W

W

W

W

SD

G

G

SA

N

SAN

G

G

W

SAN

SA

N

SA

N

SAN

SAN

SA

N

SD

SD

SD

SD

SD

SAN

SAN

SD

PP

PP

E

E

E

E

COMM

XFMR

XFMR

XFMR

XFMR

XFMR

XFMR

XFMR

E

E

COMM

COMM

ES

COMM

COMM

4.

1d

COMM

G

G

G

S&C

T

W

T

G

E

AC

AC

C/E C/E

E

E

E

E

E

E

E

E

E

E E

E

E

COMM

T

T

T

T

C /E

S

G

BENCHMARK

ELEV = 1478.17

E

E

E E

AC

AC

E

S

T

G

T

E

XFMR

AC

AC

AC

AC

E

E

T

G

T

E

E

E

E

EE

E

E

E

E

E

E

E

T

T

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C /E

C /E

C /E

E

S

G

S

E

T

S

E E

ACAC

AC

AC

S

E T

ABANDONED GAS LINE

T

E

E

S

S

G

S

S

S

S

G

S

S

G

G G

E E

E

E

S

S

C /E

E

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COM

M

E

COM

M

COM

M

E

T

S S

EC

COMM

E

C

E

COMM

E

XFMR

E T

T T

X X

X

X

ONE WAY

X

ESES

S

S

S

S30° 07' 38.73"E

38.651

S1 1°

6'

8.

"E

.5

S47 ° 1

5'

.45 "W

.98

S0 3°

3'

7.

"W

7.

L=

.17 4, R= 4 9

.9

S2 5°

1'

.8

3" W

.5

BP: 0+00.00

PC: 2+23.73

M id:

+3

1.

PT

: 2

+3 9.

EP

: 2

+7 9.

L= 3 5

.8

R=

.0

L= 7.174 , R=

22.0 00

1+00

2+

3+

4+

5+00

6+00

7+00

8+00

9+00

10+00

PC

: 0

+8 8.

Mid: 1+64.24

PT: 2+39.93

PC: 4+09.16

Mid: 4+59.82

PT: 5+10.47PC: 5+36.69

M id

: 6 +4

9.

PT: 7+62.15

PC: 8+04.43

Mid:

8+

.06

PT

: 8

+5 9.

PC

: 9

+3 5.

M id:

+6

7.

EP: 1

0+00.50

S1 1°

2'

9.

"E

9.

L=

1.3

R=

.0

0 0

S61° 21' 15.45"W

26.216

L= 225.462, R= 140.159

N26° 28' 43.61"W

42.283

L= 55.262 , R= 75.000

N77° 28' 15.46"W

88.548

S

S

S

S

S

C

E

E

X

X

X

H

W O

O

LS

EY

A

VE

N

U E

WEST NORTH STREET

C O

LL

EG

E

AV

EN

U

E

W O

O

LS

EY

A

VE

N

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ARKANSAS

VETERANS

HOME

31 32

UNIVERSITY OF ARKANSAS FOR MEDICAL SCIENCES

GAS STATION

ASKEW

ENTERPRISES

FREE

CLINIC

43 45

E

SD

SD

SD

C(B)

C

(IS

P)

E E

C(B) C(A)

C(B)

C(B)

C (A

C

(B

C

(IS

P)

C (B

C

(IS

P)

E

E

C(ISP)

C(ISP)

C

(ISP)

C(A)

E

C(ISP)

C(A)

E

E

C(B)

C (B

C

(B )C

(IS

P) C

(IS

P)

C(A)

C(ISP)

C (A)

C(A)

C (B)

NOT A W

ALKWAY

NOT A WALKWAY

C(B)

1" = 100' feet

200100100 0 scale

La st

S av ed b y:

U

SR

M o n:

D ec

2, :2

: C

:\U se rs \U

SR

M

\W

SP

O

5\

Fe de ra l G ro up

Jo bs \3

8\

8\

C

AD

D \D w gs

\V A

Fa ye tte vi lle

C iv il.

dw g

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Solutions Inc.

1201 Pacific Aveue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

BUILDING 29 DOOR

LANDING AND SIDEWALK,

SEE SHEET CU151

JOINT DUCTBANK,

SEE SHEET CU151

ISP PATHWAY POC. VA TO

COORDINATE WITH ISP.

EX. RETAINING WALL

ISP PATHWAY POC. VA TO

COORDINATE WITH ISP.

EX. RETAINING WALL

FIBER DUCT BANK TRENCHING NOTES:

1. THE CONTRACTOR IS ADVISED THAT ALL EXISTING UNDERGROUND UTILITIES, CABLES, DUCTS, MANHOLES, ETC. (UNDERGROUND FACILITIES) SHOWN ON PLANS WERE SHOWN USING THE BEST

INFORMATION AVAILABLE. INFORMATION SHOWN ON THE DRAWING CONCERNING TYPE, SIZE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL-INCLUSIVE, AND IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY

RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES. CONTRACTOR MUST ALSO REVIEW

ALL UTILITIES WITH THE CAMPUS MAINTENANCE STAFF PRIOR TO BEGINNING WORK.

2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL HAVE

A GROUND PENETRATING RADAR (GPR) SURVEY CAREFULLY PERFORMED BY A CERTIFIED

TECHNICIAN TO REVEAL ALL EXISTING UNDERGROUND DUCTS, CONDUITS, CABLES, AND OTHER

UTILITY SYSTEMS ALONG THE PROPOSED FIBER DUCT BANK ROUTE.

3. EXPLORATORY EXCAVATIONS IN THE VICINITY OF EXISTING UNDERGROUND UTILITIES MUST BE

CARRIED OUT WITH EXTREME CARE USING HAND TOOLS UNTIL THE EXACT CHARACTER AND

LOCATION OF SUCH FACILITIES ARE DETERMINED.

4. THE CONTRACTOR SHALL SUBMIT ALL INFORMATION OBTAINED FROM THE GPR UTILITY LOCATION

SURVEY AND POTHOLING EFFORTS TO THE CONTRACTING OFFICER AND/OR CONTRACTING

OFFICER'S REPRESENTATIVE AND THE A/E PRIOR TO STARTING CONSTRUCTION. CONTRACTOR

SHALL RECEIVE APPROVAL FROM CONTRACTING OFFICE PRIOR TO STARTING ANY TRENCHING.

5. CONTRACTOR TO FOLLOW DEWATERING RECOMMENDATIONS PER GEOTECHICAL REPORT.

6. CONTRACTOR SHALL PERFORM ALL DUCT BANK TRENCHING IN ACCORDANCE WITH VA

STANDARDS. REFER TO STANDARD SPECIFICATION 26 05 41 AND VA DESIGN GUIDE FOR

ADDITIONAL INFORMATION.

7. CONTRACTOR TO REFER TO BUILDING TELECOMM SHEETS FOR DETAIL AND LOCATION OF

BUILDING CONNECTIONS.

C(B)

C(A)

LEGEND

PROPOSED SIDE A FIBER PATHWAY

PROPOSED SIDE A UNDERGROUND HANDHOLE

PROPOSED SIDE B FIBER PATHWAY

PROPOSED SIDE B UNDERGROUND HANDHOLE

PROPOSED SERVICE PROVIDER FIBER PATHWAY

PROPOSED SERVICE PROVIDER UNDERGROUND HANDHOLE

PROPOSED UNDERGROUND POWER PATHWAY

PROPOSED UNDERGROUND POWER HANDHOLE

C(ISP)

E

PB RDM

OVERALL CIVIL SITE PLAN

CS100

N/A

100% CONSTRUCTION

DOCUMENTS

FAYETTEVILLE, ARKANSAS

EHRM INFRASTRUCTURE

UPGRADES - FAYETTEVILLE

12/13/24 6 OF 49

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

W

W

W

W

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SD

SD

SD

SD

SD

SD

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SD

SD

SD

G

G

G

G

G

G

G

G

ES

ES

ES

ES

ES

ES

XFMR

XXX

X

X

FREE CLINIC

X

SD

SD

SD

SD

SD

W

W

W W

W

SSFM

SS

FM

E E

E

E

E

E

E

E

E

E

E

E

C O

M M

COMM

COMM

COMM

COMM

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

X

X

X

X

SD

SD

SD

SD

SD

SD

SD

SD

SD

W

W

W

W

W

W

W

F

F

F

F

F

F

C (A

C

(A

C (A

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C (B

C

(B

E

E

E

C

(IS

P)

C

(ISP)

C

(ISP)

C

(ISP)

C

(ISP)

SAN

SAN

SAN

SAN

SAN

C(

IS

P)

C(

IS

P)

C(

IS

P)

C(ISP)

E

E E

E

E

C(B)

C(A)

C(A)

C(A)

C(A)

C(A)

C(A)

C(A)

C(IS

P)

C(ISP)

C(ISP)

C(A)

C(A)

C(A)

C(A)

C(B)

C(B)

C(B)

C(B)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(A

C(A)

C(A)

C(B)

E

E

E

E

E

C (B

C

(B

C (B

C (A

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

E

E

E

E

E

E

E

E

E

E

E

E

E

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

SD

SD

SD

C (B

C

(B

C

(IS

P) C

(IS

P)

C (A

C(A)

C(A)

C(A)

C(B) C(A)

C(A)

C(A)

C(A)

C(A)

C(A)

C(A)

C(A)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(ISP)

C(B)

C(B)

C(A)

C(A)

C (B)

C(B) C(B)

C(B)

C(B) C(B)

C(B)

C(B)

C(B)

C(A) C(A)

C(A)

C(A)

C(A)

C(A)

C(A)

C(A)

C (B)

C (B)

C (B)

C (B)

C (B)

C (B)

SD

SD

NOT A W

ALKWAY

NOT A WALKWAY

C (B

C (B

C(B)

C(B)

C(B)

C(B)

C(B)

C (A

C (A

C (A

)E

C(A)

C(A)

C(A)

E

E

E

L1

L2

L3

L4

C1

C2

LINE TABLE

LINE #

L1

L2

L3

L4

BEARING

N61° 37' 14"W

N04° 46' 15"W

N52° 25' 50"E

N52° 25' 50"E

LENGTH (FT)

14.56

64.85

6.66

54.30

CURVE TABLE

CURVE #

C1

C2

DELTA ANGLE

56°50'58"

57°12'05"

RADIUS (FT)

50.00

50.00

LENGTH (FT)

49.61

49.92

COORDINATES KEYNOTES

POINT #

NORTHING

642452.70

642415.39

642462.79

642462.86

642472.15

642510.36

642501.07

642508.50

642490.37

642494.81

642476.39

642463.54

642311.25

642326.46

642294.87

EASTING

673830.69

673859.39

673920.99

673920.94

673933.02

673903.63

673891.55

673885.83

673862.27

673858.85

673834.91

673844.79

673830.35

673839.96

673822.90

SD

SD

SD

SD

SD

SD

SD

NOT A W

ALKWAY

NOT A WALKWAY

C (B

C (B

C (B

C (B

C (B

C (B

C (B

C (B

C (B

C (A

C (A

C (A

C (A

C (A

C (A

C (A

C (A

C (A

E

E

E

E

E

E

E

51'

82.5'

La st

S av ed b y:

U

SR

M o n:

D ec

2, :2

: C

:\U se rs \U

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\W

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Jo bs \3

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8\

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AD

D \D w gs

\V A

Fa ye tte vi lle

C iv il.

dw g

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Solutions Inc.

1201 Pacific Aveue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

1" = 20' scale feet

4020020

SITE KEYNOTES

PROPOSED MCR BUILDING 50, SEE ARCHITECTURAL PLANS

PROPOSED MECHANICAL YARD, SEE ARCHITECTURAL PLANS

PROPOSED RAIN GARDEN, SEE SHEET CG152

PROPOSED CONCRETE SIDEWALK, SEE DETAIL B1 ON SHEET CU160

PROPOSED VEHICLE BARRIER ARM ASSEMBLY, SEE DETAIL THIS SHEET.

SAWCUT LINE, CONTRACTOR TO PROVIDE A SMOOTH, CLEAN EDGE FOR

MATCHING INTO EXISTING PAVEMENT

PROPOSED TRANSFORMER YARD, SEE ELECTRICAL PLANS

PROPOSED ASPHALT PAVEMENT, SEE DETAIL C4 ON SHEET CU160

10'

5'

5'

10'

5'

5'

4 5

10.25'

14.5'

10.25'

CONTRACTOR TO

CONSTRUCT FIBER

DUCTBANK PRIOR

TO NEW PAVING

PROPERTY LINE

DRAINAGE SWALE

PROPOSED GUARD POSTS W/ 5' MAX SPACING ON CENTER, SEE DETAIL E9 ON

SHEET CU1609

STRIPING AND

SIGNAGE PER

MANUFACTURER

KEYPAD POST AND

PINPAD DEVICE, SEE

TELECOMMUNICATIONS

DETAILS

AUTOMATIC EXIT LOOP

(FREE EXIT) PER

MANUFACTURER

PROPOSED GUARD

POSTS, TYP.

PHOTOCELL PER

MANUFACTURER

VERTICAL BARRIER ARM

AND ASSEMBLY PER

MANUFACTURER

DOWN LOOP PER

MANUFACTURER

2'X2' CONCRETE PAD. SET TOP

OF PAD 4" ABOVE GRADE. PAD

DEPTH 24" MIN.

VEHICLE BARRIER ARM ASSEMBLY DETAILF6

CU161 SCALE: 1" = 5'

POWER AND SIGNAL LINES

FROM MCR BUILDING TO

BARRIER ARM ASSEMBLY

PROPOSED CURB WALL AND SAFETY RAIL, SEE DETAIL F8 ON SHEET CU16010

14.25'

16.25'

PROPOSED LIGHTPOLE, SEE ELECTRICAL PLANS11

40'

PB RDM

MCR BUILDING SITE PLAN

CS150

N/A

100% CONSTRUCTION

DOCUMENTS

FAYETTEVILLE, ARKANSAS

EHRM INFRASTRUCTURE

UPGRADES - FAYETTEVILLE

12/13/24 7 OF 49

W

W

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SAN

W

W

W

W

W W

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G G

W

G

G

G

W

SAN

SAN

SAN

G

GG G

G

G

G

G

G

G

G

G

G

W

W

W W

W W

W

W

W

W

W

W

WW

SD

SD

W W

W

W

W W

W

W

W

W

SD

G

G

SA

N

SAN

G

G

W

SAN

SA

N

SA

N

SAN

SAN

SA

N

SD

SD

SD

SD

SD

SAN

SAN

SD

PP

PP

E

E

E

E

COMM

XFMR

XFMR

XFMR

XFMR

XFMR

XFMR

XFMR

E

E

COMM

COMM

ES

COMM

COMM

4.

1d

COMM

G

G

G

S&C

T

W

T

G

E

AC

AC

C/E C/E

E

E

E

E

E

E

E

E

E

E E

E

E

COMM

T

T

T

T

C /E

S

G

BENCHMARK

ELEV = 1478.17

E

E

E E

AC

AC

E

S

T

G

T

E

XFMR

AC

AC

AC

AC

E

E

T

G

T

E

E

E

E

EE

E

E

E

E

E

E

E

T

T

T

C /E

C /E

C /E

E

S

G

S

E

T

S

E E

ACAC

AC

AC

S

E T

ABANDONED GAS LINE

T

E

E

S

S

G

S

S

S

S

G

S

S

G

G G

E E

E

E

S

S

C /E

E

E

COM

M

E

COM

M

COM

M

E

T

S S

EC

COMM

E

C

E

COMM

E

XFMR

E T

T T

X X

X

X

ONE WAY

X

ESES

S

S

S

S30° 07' 38.73"E

38.651

S1 1°

6'

8.

"E

.5

S47 ° 1

5'

.45 "W

.98

S0 3°

3'

7.

"W

7.

L=

.17 4, R= 4 9

.9

S2 5°

1'

.8

3" W

.5

BP: 0+00.00

PC: 2+23.73

M id:

+3

1.

PT

: 2

+3 9.

EP

: 2

+7 9.

L= 3 5

.8

R=

.0

L= 7.174 , R=

22.0 00

1+00

2+

3+

4+

5+00

6+00

7+00

8+00

9+00

10+00

PC

: 0

+8 8.

Mid: 1+64.24

PT: 2+39.93

PC: 4+09.16

Mid: 4+59.82

PT: 5+10.47PC: 5+36.69

M id

: 6 +4

9.

PT: 7+62.15

PC: 8+04.43

Mid:

8+

.06

PT

: 8

+5 9.

PC

: 9

+3 5.

M id:

+6

7.

EP: 1

0+00.50

S1 1°

2'

9.

"E

9.

L=

1.3

R=

.0

0 0

S61° 21' 15.45"W

26.216

L= 225.462, R= 140.159

N26° 28' 43.61"W

42.283

L= 55.262 , R= 75.000

N77° 28' 15.46"W

88.548

S

S

S

S

S

C

E

E

X

X

X

H

W O

O

LS

EY

A

VE

N

U E

WEST NORTH STREET

C O

LL

EG

E

AV

EN

U

E

W O

O

LS

EY

A

VE

N

U E

ARKANSAS

VETERANS

HOME

31 32

UNIVERSITY OF ARKANSAS FOR MEDICAL SCIENCES

GAS STATION

ASKEW

ENTERPRISES

FREE

CLINIC

43 45

E

SD

SD

SD

C(B)

C

(IS

P)

E E

C(B) C(A)

C(B)

C(B)

C (A

C

(B

C

(IS

P)

C (B

C

(IS

P)

E

E

C(ISP)

C(ISP)

C

(ISP)

C(A)

E

C(ISP)

C(A)

E

E

C(B)

C (B

C

(B )C

(IS

P) C

(IS

P)

C(A)

C(ISP)

C (A)

C(A)

C (B)

NOT A W

ALKWAY

NOT A WALKWAY

C(B)

1" = 100' feet

200100100 0 scale

La st

S av ed b y:

U

SR

M o n:

D ec

2, :2

: C

:\U se rs \U

SR

M

\W

SP

O

5\

Fe de ra l G ro up

Jo bs \3

8\

8\

C

AD

D \D w gs

\V A

Fa ye tte vi lle

C iv il.

dw g

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Solutions Inc.

1201 Pacific Aveue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

NEAT LINE, TYP

TRENCH WIDTH (TYP.)

DUCT BANK TRENCH TESC DETAIL (TYP.)E8

CG100 SCALE: NTS

PERIMETER PROTECTION, TYP.LIMITS OF

CONSTRUCTION

FIBER DUCTBANK (TYP.)

SOIL STOCKPILE AREA

NOTE:

CONTRACTOR SHALL INSTALL INLET PROTECTION ON AREA CATCH BASINS IN THE DUCT BANK VICINITY

TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING DOWNSTREAM STORM DRAIN SYSTEM.

PB RDM

OVERALL EROSION CONTROL PLAN

CG100

N/A

100% CONSTRUCTION

DOCUMENTS

FAYETTEVILLE, ARKANSAS

EHRM INFRASTRUCTURE

UPGRADES - FAYETTEVILLE

12/13/24 8 OF 49

La st

S av ed b y:

U

SR

M o n:

D ec

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SR

M

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Fe de ra l G ro up

Jo bs \3

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8\

C

AD

D \D w gs

\V A

Fa ye tte vi lle

C iv il.

dw g

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Solutions Inc.

1201 Pacific Aveue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

3' -0

WIRE

GROUND LINE

3' M

IN

12-1/2 GAUGE MIN.

6" MAX.

MESH SPACING

4"POST-IMBED 3'

STEEL OR WOOD

6' MAX.

TYPICAL FIBER ROLL INSTALLATION

N.T.S.

4' M

AX

VERTICAL SPACING

MEASURED ALONG

THE FACE OF THE

SLOPE VARIES

BETWEEN 10' AND

20'

4' MAXFIBER

ROLLS

SLOPE VARIES

4' MAX

NOTE: INSTALL FIBER ROLL

ALONG A LEVEL CONTOUR.

4' M

AX

NTS

PLACE A LAYER OF

GEOTEXTILE FABRIC

OVER DRAIN OPENINGS

AND ANCHOR WITH

GRAVEL BAGS

4"

TYP

MIN. 2

BAGS

HIGH

GRAVEL BAGS (TYP)

MIN. 5" THICK

SECTION A-A

1/2" MIN, TYP

ISOMETRIC VIEWCROSS SECTION

1. ACCUMULATED SEDIMENT ON OR AROUND A PROTECTED INLET MUST

BE REMOVED IMMEDIATELY. SEDIMENT MUST NOT BE REMOVED BY

FLUSHING.

2. REPLACE CATCH BASIN INSERT WHEN THE SEDIMENT HAS FILLED

ONE-THIRD OF THE AVAILABLE STORAGE. THE INSERT MUST BE

INSPECTED FREQUENTLY AND REPLACED AS NEEDED, OR AS DIRECTED

BY THE CONTRACTING OFFICER.

GRATE

FRAME

FILTERED WATER

SEDIMENT AND DEBRIS

OVERFLOW BYPASS

TRIM GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

GRATE

RETRIEVAL SYSTEM

OVERFLOW BYPASS

SEDIMENT

AND DEBRIS

FILTERED WATER

STORM DRAIN INLET

PROTECTION,

ECOLOGY BMP C220

GEOTEXTILE FABRIC PROTECTION AT

INLET

GRAVEL BAG INSTALLATION

NEAR INLET

STORM DRAIN INLET

PROTECTION NOTES:

4" M

AX

" M

IN

INSTALL A FIBER ROLL

NEAR WHERE IT

TRANSITIONS INTO A

STEEPER SLOPE

3/4" X 3/4" WOOD STAKES

4' MAX SPACING

FIBER ROLL 8" MIN

R=24"

A

A

TEMPORARY SEDIMENT FENCEC5

CG101 SCALE: NTS

TEMPORARY FIBER ROLLC9

CG101 SCALE: NTS

TEMPORARY GRAVEL BAG INSTALLATIONF5

CG101 SCALE: NTS

TEMPORARY INLET PROTECTIONF8

CG101 SCALE: NTS

1. SET POSTS AND EXCAVATE A 4" x 4" TRENCH

UPSLOPE ALONG THE LINE OF POSTS.

2. STAPLE WIRE FENCING

TO THE POSTS.

3. ATTACH THE FILTER BARRIER FABRIC TO THE

WIRE FENCE AND EXTEND IT INTO THE TRENCH.

4. BACKFILL AND COMPACT

THE EXCAVATED SOIL.

EXTENSION OF FABRIC AND

WIRE INTO THE TRENCH.

FILTER

BARRIER

FABRIC

FILTER BARRIER

FABRIC HEIGHT LESS

THAN 36" ABOVE GRADE

TEMPORARY EROSION AND SEDIMENT CONTROL NOTES:

1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) FACILITIES. REFER TO THE

APPLICABLE DRAWINGS AND THE SPECIFICATIONS FOR PLANS AND DETAILS THAT DESCRIBE THE MINIMUM TESC FEATURES REQUIRED.

AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHALL REVISE TESC FACILITIES AND CONFIGURATIONS AS NECESSARY TO ENSURE COMPLETE SILTATION CONTROL AND THAT NO SEDIMENT…